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HomeMy WebLinkAbout2140 Bldg 1050 W 18th St Technical - BuildingTECHNICAL Permit Og 7� Address a 140 8 S+ B1dq 050 Project description No,u.> 5 Pm9 oo+^ Date the permit was finaled S-I1-09 Number of technical pages V4� Date Customer Project Location HCI Job Number 3980 Building Type Single Slope Width 34 -0 Length 86 -0 Eave Height 16 -7 (Low Side) Roof Slope 0 5 12 Bay Spacing 1 15' -0 3 18 -8 1 15 -0 This is to certify that the above described building has been designed for the following loads Building Occupancy Category II Dead Load Live Load Wind Load Roof Snow Load Collateral Load EXPIRES /Gf /.24'' /09 HCI Steel Building Systems, Inc 18520 67 Ave N E Arlington, Washington 98223 Additional Loading Considerations None June 12 2008 Clallam Builders Excavating, Inc Westport Shipyard Paint Booth 2140 W 18 Building 1050 Port Angeles, WA 98362 Weight of metal building components only 20 psf Enclosure Enclosed 100 mph Wind Imp Factor 1 00 25 psf Snow Imp Factor 1 00 8 0 psf Seismic Imp Factor 1 00 Loads are applied in accordance with the 2006 IBC Building Code and /or the ^n �(o 2006 MBMA Systems Manual Design is in accordance with the applicable V' sections of the 2005 AISC and 2001 AISI specifications with 2004 Id supplement .0% a V 2 This certification is limited to the design of the metal building components and specifically excludes an analysis of the foundation and parts that may be supplied by anyone other than HCI Steel Building Systems Inc This certification is for design only no inspection or supervison is implied Sincerely, David L Brown PE G oQ LI S ee Buildings Inc. 6/12/2008 HCI STEEL BUILDING SYSTEMS INC. Job No 1 3980 I modify Customer' Clallam Builde 6 Ex In I Date 1 6/12/2008 Description) Westport Shipyard Paint I Designed By' FJR I I Checked By I DB Table of Contents Applicable Design Codes Material Specifications Design Summary Roof Design Back Sidewall Design Left Endwall Design Right Endwall Design RF1 Design Lines 1 6 RF2 Design Lines 2 5 Table Of Contents 1 1 2 2 3 3 4 23 24 189 190 196 197 221 222 246 247 269 270 285 Page 1 Of 285 Job NoI 3980 modify I 1 Customer I Clallam Builde Ex In I Date I 6/12/2008 Description' Westport Shipyard Paint Designed FJR NCI STEEL BUILDING SYSTEMS. INC. I Checked By DB SHEET 1 dF 143 Design Specifications The Building described in these calculations was designed according to the following design specifications Page Of 285 1 Buiding Code Hot rolled sections and built up components have been designed in accordance with AISC 360 -2005 Specification for Structural Steel Building when 2006 International Building Code (2006 IBC) applied. Design can be made according to either Allowable Stress Design (ASD)or load and Resistance Factor Design (LRFD)provisions 1989 Specification for Structural Steel Buildings when other than 2006 IBC building Code applied. Allowable Stress Design method. AISC "American Institute of Steel Construction One East Wacker Drive, Suite 3100 Chicago, Illinois 60601 -2001 2 Cold formed components have been designed in accordance with North American Specification for the Design of Cold- Formed Steel Structural Members AISI "American Iron and Steel Institute 2001 Edition Including 2004 Supplement 1000 16th Street, NW Washinghton, DC 20036 3 Welding has been applied in accordance with D1 1 /D1 1M Structural Welding Code Steel AWS "American Welding Society' 2006 Edition 550 N W Lejeune Road, P 0 Box 351040 Miami Fl 33135 NE NM 1111111 NM UM MN M 11111. 11111. 11.11 11110 HCI Steel Buildings Inc. 6/12/2008 C 1:1 I modify Customer' Clallam Builde 6 Ex In 1 Date De criptionl Westport Shipyard Pa nt HCI STEEL BUILDING SYSTEMS, INC. The following is the list of the material standards and specifications for which the building components have been designed 01 Materials No 1 Built -Up Members Hot Rolled Bar Structural Steel Sheet Structural Steel Plate 2 Hot Rolled Members Beams Tubes Pipes Channels 4 Sheeting Panels Roof 6 Walls (screw down) Roofs (standing seam) 5 X- Bracing Members Rods 6 High Strength Bolts 7 Machine Bolts Job No 1 3980 I I MATERIAL SPECIFICATIONS Specifications ASTM A529 -05 Grade 55 ASTM A1011 -00 Grade 50 ASTM A572 -04 Grade 50 ASTM A 992 -04a ASTM A500 -01a Grade B ASTM A53 -00 GR B,Type E ASTM A36 -04 ASTM A36 -05 ASTM A325 -01 ASTM A307 -02 6/12/2008 Designed By' FJR Checked By I DB Grade Fy 55 Ksi Minimum Fy 50 ksi Minimum Fy 50 ksi Minimum Fy 50 ksi Minimum Fy 46 ksi Minimum Fy 35 ksi Minimum Fy 36 ksi Minimum 3 Cold- Formed Secondary Members Galvanized ASTM A653 -06 SS Grade 55 Fy 55 ksi Minimum G -40 ASTM A653 -05 SS Grade 90 Fy 60 ksi Minimum (26 Ga ASTM A653 -05 SS Grade 40 Fy 40 ksi Minimum (24 Ga Fy 36 Ksi Minimum TYPE 1 PLAIN GRADE A, PLAIN Page 3 Of 285 I Job No 1 3980 I modify I 1 Customer' Clallam Builde 6 Ex In I Date :12/2008 Hq STEEL BUILDING Descri l Westport Shipyard Pa nt I Designed By' R SYSTEMS INC. I I Checked By SHEET 2 of 143 HCI STEEL PRODUCTS 18520 67 AVE NE ARLINGTON, WA 98223 STRUCTURAL DESIGN CALCULATIONS FOR Clallam Builders s Exc Inc 2353 East 6th Ave Port Angeles WA 98362 Westport Shipyard Faint Booth 2140 W 18th Bldg 1050 Port Angeles WA 98363 3980 BUILDING DATA Width (ft) 34 0 Length (ft) 86 0 Eave Height (ft) 16 6/ 18 0 Roof Slope (rise /12 0 50 Dead Load (psf 3 5 Roof Live Load (psf 20 0 Frame Live Load (psf 12 6 Collet Load (psf 8 0 Snow Load (psf 25 0 Wind Speed(mph 100 0 Wind Code IBC 06 Closed /Open C Exposure D Importance Wind 1 00 Importance Seismic 1 00 Page 4 Of 285 Illy NM NM NM O In IlllllllllI 1111. Illy NM UM 1111. ONI HCI Steel Buildings Inc. 6/12/2008 HCI STEEL BUILDIN G SYSTEMS. INC. FRONT SIDEWALL I Job No l 3980 I modify l iption I Job No 1 3980 1 modify l Customer I Clallam Builde a Ex In I Date l 6/12/2008 Customer Clallam Builde Ex In 1 Date 6/12/2008 1 Description' Westport Shipyard Pa nt Designed By' FJR Description Westport Shipyard Pa nt I Designed Byl FJR Checked By HCI STEEL BUILDING DB SYSTEMS, INC. I I Checked By I DB Seismic Design Category= D Seismic Coeff (Fa *Ss) 1 25 Designer FJR Wind Wind Wind Press Suct Long 19 9 -21 9 Girt /Header 24 6 -26 6 Panel 19 9 -21 7 Jamb 34 1 -22 8 Parapet 5/28/08 Page 5 Of 285 Page 6 Of 285 3980 Design Loads For Building Components 5/28/08 10 19am LEFT ENDWALL 3980 Design Loads For Building Components 5/28/08 10 19am BASIC LOADS Edge_Strip_Ratio Dead Collat Live Snow Basic Wind_Load_Ratio Zone Col/ Load Load Load Load Wind Deflect Factor Width Girt Panel Jamb 3 5 8 0 20 0 25 0 22 8 1 00 1 00 3 40 1 07 1 23 1 07 SASIC LOADS AT EAVE Seis Torsion BASIC LOADS Load Wind Seismic Edge_Strip_Ratio 1 05 0 01 2 06 Basic Wind_Load_Ratio Zone Col/ Wind Deflect Factor Width Girt Panel Jamb WIND PRESSURE /SUCTION 22 8 1 00 1 00 3 40 1 07 1 23 1 06 Wind Wind Press Suct WIND PRESSURE /SUCTION 19 9 -21 9 Column Wind Wind Wind 19 9 -21 9 Girt /Header Press Suct Long 19 9 -21 7 Jamb 19 9 -21 9 Girt /Header 24 6 -26 6 Panel 24 6 -26 6 Panel 34 1 -22 8 Parapet 19 9 -21 7 Jamb 34 1 -22 8 Parapet WIND COEFFICIENTS Surf Rafter_Wind_l Rafter_Wind_2 Bracing_Wind Long Surface BACK SIDEWALL. Id Left Right Left Right Left Right Wind Friction 1 0 00 0 00 0 00 0 00 0 37 -0 57 0 00 0 00 2 -1 14 -1 14 -0 78 -0 78 -1 14 -1 14 1 14 0 00 BASIC LOADS 3 0 00 0 00 0 00 0 00 -0 57 0 37 0 00 0 00 Edge_Strip_Ratio Basic Wind_Load_Ratio Zone Col/ COLUMN BRACING DESIGN LOADS Wind Deflect Factor Width Girt Panel Jamb Load Rafter Wind Brace_Wind Long Column_Wind Aux_Load 22 8 1 00 1 00 3 40 1 07 1 23 1 06 No Id Dead Coll Live Snow Left Right Left Right Wind Press Suct Seis Id Coef 18 1 1 00 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 WIND PRESSURE /SUCTION 2 1 00 1 00 0 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 SHEET 3 of 143 OM I I I I I I M i I I• 11111111 f= HCI Steel Buildings Inc. 6/12/2008 HCI STEEL BUILDING SYSTEMS. INC. 3980 Page 7 Of 285 Job No 1 3980 I modify 1 I Job No 3980 Customer Clallam Builde Ex In Date 6/12/2008 I Customer I Clallam Builde 9 Ex In Description Westport Shipyard Pa nt Designed HyI FJR J Description HCI STEEL BUILDING 1 Westport Shipyard Paint I Checked By DB SYSTEMS, INC. I I modify Date 1 6/12/2008 Designed By' FJR I Checked By I DB Design Loads For Building Components 5/28/08 10 19am 3980 Design Loads For Building Components 5/28/08 10 19am 3 1 00 1 00 0 75 0 00 0 75 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 0 00 4 1 00 1 00 0 75 0 00 0 00 0 75 0 00 0 75 0 00 0 00 0 00 0 00 0 0 00 5 1 00 1 00 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 75 0 00 0 0 00 6 1 00 1 00 0 00 0 75 0 75 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 0 00 7 1 00 1 00 0 00 0 75 0 00 0 75 0 00 0 75 0 00 0 00 0 00 0 00 0 0 00 AUXILIARY LOADS 8 1 00 1 00 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 75 0 00 0 0 00 No Aux Aux No Add_Load 9 0 60 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 00 1 00 0 00 0 00 0 0 00 Aux Id Name Load Id Coeff 10 0 60 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 00 1 00 0 00 0 0 00 6 1 E1PAT_SL 1 1 1 0 50 11 1 17 1 17 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 0 00 2 E1PAT_SL 2 1 3 0 50 12 1 17 1 17 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 -1 00 0 0 00 3 E1PAT_5L 3 2 1 0 50 13 1 13 1 13 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 52 0 0 00 2 0 50 14 1 13 1 13 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 -0 52 0 0 00 4 E1PAT_SL 4 2 2 0 50 15 1 13 1 13 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 52 0 0 00 3 0 50 16 1 13 1 13 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 -0 52 0 0 00 5 E1PAT_SL 5 2 1 0 80 17 0 43 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 0 00 3 0 80 18 0 43 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 -1 00 0 0 00 6 E1PAT SL 6 1 2 0 80 RAFTER DESIGN LOADS ADDITIONAL LOADS Load Rafter_Wind_l Rafter_Wind_2 Long Aux_Load No Add Surf Basic Load Fx Fy Mom X Y Conc No Id Dead Co11 Live Snow Left Right Left Right Wind Seis Id Coef Add Id Id Load Type W1 W2 Co Dxl Dx2 Dist 25 1 1 00 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 3 1 2 D -0 19 -0 19 0 04 0 00 10 01 2 1 00 1 00 0 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 2 2 D -0 19 -0 19 0 04 10 01 24 02 3 0 60 0 00 0 00 0 00 1 00 0 00 0 00 0 00 0 00 0 00 0 0 00 3 2 D -0 19 -0 19 0 04 24 02 34 03 4 0 60 0 00 0 00 0 00 0 00 1 00 0 00 0 00 0 00 0 00 0 0 00 5 0 60 0 00 0 00 0 00 0 00 0 00 1 00 0 00 0 00 0 00 0 0 00 RIGHT ENDWAIL 6 0 60 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 00 0 00 0 0 00 7 0 60 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 00 0 0 00 8 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 70 0 0 00 BASIC LOADS 9 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 -0 70 0 0 00 Edge_Strip_Ratio 10 1 DO 1 00 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 52 0 0 00 Dead Collat Live Snow Basic Wind_Load_Ratio Zone Col/ 11 1 00 1 00 0 75 0 00 0 00 0 00 0 00 0 00 0 00 -0 52 0 0 00 Load Load Load Load Wind Deflect Factor Width Girt Panel Jamb 12 1 00 1 00 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 52 0 0 00 3 5 8 0 20 0 25 0 22 8 1 00 1 00 3 40 1 07 1 23 1 07 13 1 00 1 00 0 00 0 75 0 00 0 00 0 00 0 00 0 00 -0 52 0 0 00 14 0 60 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 70 0 0 00 BASIC LOADS AT EAVE 15 0 60 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 -0 70 0 0 00 Seis Torsion 16 1 00 1 00 0 00 0 50 0 00 0 00 0 00 0 00 0 00 0 00 3 1 00 Load Wind Seismic 17 1 00 1 00 0 00 0 50 0 00 0 00 0 00 0 00 0 00 0 00 4 1 00 1 05 0 01 2 06 18 1 00 1 00 0 00 0 50 0 00 0 00 0 00 0 00 0 00 0 00 1 1 00 19 1 00 1 00 0 00 0 50 0 00 0 00 0 00 0 00 0 00 0 00 2 1 00 WIND PRESSURE /SUCTION 20 1 00 1 00 0 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 1 -1 00 Wind Wind 21 1 00 1 00 0 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 2 -1 00 Press Suct 22 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 3 1 60 19 9 -21 9 Column SHEET 4 of 143 23 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 4 1 60 24 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 5 1 00 25 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 6 1 00 Page 8 Of 285 1' i W i I 1111111 MI SteeTf3uildings Inc. 6/12/2008 Page 9 Of 285 plc I Job Nol 3980 I modify I Job No 1 3980 I modify III mo. �CUatomerl Clallam Builde Ex In 'Date 6/12/2008 Customer' Clallam Builde Ex In 'Date 6/12/2008 Description) Westport Shipyard Pa nt 'Designed ByI FJR I Description W est Westport Shi Shipyard Pa nt Desi ed B FJR HCI STEEL BUILDING NCI STEEL BUILDING P P y l SYSTEMS. INC. 1 I Checked Byl DB SYSTEMS, INC. I I Checked By' DB 3980 Design Loads For Building Components 5/28/08 10.19am 19 9 21 9 Girt /Header 6 0 60 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 00 0 00 0 0 00 19 9 21 7 Jamb 7 0 60 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 00 0 0 00 24 6 -26 6 Panel 8 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 70 0 0 00 34 1 -22 8 Parapet 9 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 -0 70 0 0 00 10 1 00 1 00 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 52 0 0 00 WIND COEFFICIENTS 11 1 00 1 00 0 75 0 00 0 00 0 00 0 00 0 00 0 00 -0 52 0 0 00 Surf Rafter_Wind_l Rafter_Wind_2 Bracing_Wind Long Surface 12 1 00 1 00 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 52 0 0 00 Id Left Right Left Right Left Right Wind Friction 13 1 00 1 00 0 00 0 75 0 00 0 00 0 00 0 00 0 00 -0 52 0 0 00 1 0 00 0 00 0 00 0 00 0 37 -0 57 0 00 0 00 14 0 60 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 70 0 0 00 2 1 14 -1 14 -0 78 -0 78 -1 14 1 14 -1 14 0 00 15 0 60 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 -0 70 0 0 00 3 0 00 0 00 0 00 0 00 -0 57 0 37 0 00 0 00 16 1 00 1 00 0 00 0 50 0 00 0 00 0 00 0 00 0 00 0 00 3 1 00 17 1 00 1 00 0 00 0 50 0 00 0 00 0 00 0 00 0 00 0 00 4 1 00 COLUMN 5 BRACING DESIGN LOADS 18 1 00 1 00 0 00 0 50 0 00 0 00 0 00 0 00 0 00 0 00 1 1 00 Load Rafter_Wind Brace_Wind Long Column_Wind Aux_Load 19 1 00 1 00 0 00 0 50 0 00 0 00 0 00 0 00 0 00 0 00 2 1 00 No Id Dead Coll Live Snow Left Right Left Right Wind Press Suct Seis Id Coef 20 1 00 1 00 0 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 1 -1 00 18 1 1 00 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 21 1 00 1 00 0 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 2 -1 00 2 1 00 1 00 0 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 22 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 3 1 60 3 1 00 1 00 0 75 0 00 0 75 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 0 00 23 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 4 1 60 4 1 00 1 00 0 75 0 00 0 00 0 75 0 00 0 75 0 00 0 00 0 00 0 00 0 0 00 24 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 5 1 00 5 1 00 1 00 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 75 0 00 0 0 00 25 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 6 1 00 6 1 00 1 00 0 00 0 75 0 75 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 0 00 7 1 00 1 00 0 00 0 75 0 00 0 75 0 00 0 75 0 00 0 00 0 00 0 00 0 0 00 AUXILIARY LOADS 8 1 00 1 00 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 75 0 00 0 0 00 No Aux Aux No Add_Load 9 0 60 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 00 1 00 0 00 0 00 0 0 00 Aux Id Name Load Id Coeff 10 0 60 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 00 1 00 0 00 0 0 00 6 1 E2PAT_SL 1 1 1 0 50 11 1 17 1 17 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 0 00 2 E2PAT_SL 2 1 3 0 50 12 1 17 1 17 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 -1 00 0 0 00 3 E2PAT_SL 3 2 1 0 50 13 1 13 1 13 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 52 0 0 00 2 0 50 14 1 13 1 13 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 -0 52 0 0 00 4 E2PAT_SL 4 2 2 0 50 15 1 13 1 13 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 52 0 0 00 3 0 50 16 1 13 1 13 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 -0 52 0 0 00 5 E2PAT_SL 5 2 1 0 80 17 043000000000 000 000000 000 000 000 000 100 0 000 3 080 18 0 43 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 -1 00 0 0 00 6 E2PAT SL 6 1 2 0 80 RAFTER DESIGN LOADS ADDITIONAL LOADS Load Rafter_Wind_1 Rafter_Wind_2 Long Aux_Load No Add Surf Basic Load Fx Fy Mom X Y Conc No Id Dead Coll Live Snow Left Right Left Right Wind Seis Id Coef Add Id Id Load Type W1 W2 Co Dxl Dx2 Dist 25 1 1 00 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 3 1 2 D -0 19 -0 19 -0 04 0 00 10 01 2 1 00 1 00 0 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 2 2 D -0 19 -0 19 -0 04 10 01 24 02 3 0 60 0 00 0 00 0 00 1 00 0 00 0 00 0 00 0 00 0 00 0 0 00 3 2 D -0 19 -0 19 -0 04 24 02 34 03 4 0 60 0 00 0 00 0 00 0 00 1 00 0 00 0 00 0 00 0 00 0 0 00 5 0 60 0 00 0 00 0 00 0 00 0 00 1 00 0 00 0 00 0 00 0 0 00 ROOFDES SHEET 5 of 143 3980 Design Loads For Building Components 5/28/08 10 19am Page 10 Of 285 gm NIN I 1 M MN MN 11=1 .1 HCI Steel Buildings, Inc. 6/12/2008 1:1 I Job No 1 3980 I mo dif y 1 Coatomerl Clallam Builde Ex In I Data 1 6/12/2008 Deccription1 Westport Shipyard Paint I Designed ByI FJR HCI STEEL BUILDING SYSTEMS. INC. I I I Checked By' DB 3980 Design Loads For Building Components 5/28/08 10 19am BASIC LOADS Dead Collat Live Snow Basic Wind_Load_Ratio Surface Seis 9 Load Load Load Load Wind Deflect Factor Friction Factor Snow 3 5 8 0 20 0 25 0 22 8 1 00 1 00 0 00 1 000 0 00 Page 11 Of 285 Page 1.. Of 285 I HCI STEEL BUILDING SYSTEMS. INC. 3980 Design Loads For Building Components 5/28/08 10 19am SHEET 6 of 143 I Job No 1 3980 I modify Customer I Clallam Builde S Ex In I Date 1 6/12/2008 Description) Westport Shipyard Pa nt Designed s1 FJR 1 Checked BY I DB 15 1 00 1 00 0 00 0 00 0 00 0 00 4 1 60 16 1 00 1 00 0 00 0 00 0 00 0 00 5 1 60 17 1 00 1 00 0 00 0 00 0 00 0 00 6 1 60 18 1 00 1 00 0 00 0 00 0 00 0 00 7 1 60 19 1 00 1 00 0 00 0 00 0 00 0 00 8 1 60 20 1 00 1 00 0 00 1 00 0 00 0 00 9 1 00 WIND PRESSURE /SUCTION BRACING DESIGN LOADS Wind Wind Wind No Load Wind Wind Seis Aux_Load Press Suct Suct_Roof Loads Id Dead Collat Live Snow Press Suct Load Id Coef 10 0 -24 6 Purlins 4 1 1 00 1 00 0 00 1 00 1 00 1 00 0 00 0 0 00 0 0 -38 0 Gable Extensions 2 0 60 0 00 0 00 0 00 1 00 1 00 0 00 0 0 00 10 9 -26 9 Panels 3 1 00 1 00 0 00 0 00 0 00 0 00 1 00 0 0 00 13 2 -2 5 -24 6 Long Bracing, Building 4 0 60 0 00 0 00 0 00 0 00 0 00 1 00 0 0 00 18 0 -5 7 Long Bracing Wall Edge Zone 34 1 22 8 18 2 Long Bracing Facia /Parapet AUXILIARY LOADS No Aux Aux No Add_Load EDGE CORNER ZONE WIND• Aux Id Name Load Id Coef Left_End Center Right_End 9 1 1 1 0 50 Surface Coeff Coeff Coeff 2 1 5 0 50 Id Loc Width Length Purlin Panel Width Purlin Panel Width Length Purlin Panel 3 2 1 0 50 2 L 3 40 3 40 1 18 2 53 3 40 1 18 1 68 3 40 3 40 1 18 2 53 2 0 50 C 27 23 3 40 1 18 1 68 27 23 1 00 1 00 27 23 3 40 1 18 1 68 4 2 2 0 50 R 40 3 40 1 18 2 53 3 40 1 18 1 68 3 40 3 40 1 18 2 53 3 0 50 PURLIN DESIGN LOADS 5 2 3 0 50 9 0 50 Surf No Load Wind Wind Aux_Load 6 2 4 0 50 Id Loads Id Dead Collat Live Snow Press Suct Id Coef 5 0 50 2 20 1 1 00 1 00 1 00 0 00 0 00 0 00 0 0 00 7 3 1 0 50 2 1 00 1 00 0 00 1 00 0 00 0 00 0 0 00 3 0 50 3 1 00 1 00 0 75 0 00 0 75 0 00 0 0 00 5 0 50 4 1 00 1 00 0 00 0 75 0 75 0 00 0 0 00 8 2 2 0 50 5 0 60 0 00 0 00 0 00 0 00 1 00 0 0 00 4 0 50 6 1 00 1 00 0 00 0 50 0 00 0 00 3 1 00 9 Snow Drift 1 6 1 00 7 1 00 1 00 0 00 0 50 0 00 0 00 4 1 00 8 1 00 1 00 0 00 0 50 0 00 0 00 5 1 00 ADDITIONAL LOADS 9 1 00 1 00 0 00 0 50 0 00 0 00 6 1 00 No Add Surf Basic Load Fy Dx Conc 10 1 00 1 00 0 00 0 50 0 00 0 00 1 1 00 Add Id Id Load Type W1 W2 Dxl Dx2 Dist 11 1 00 1 00 0 00 0 50 0 00 0 00 2 1 00 6 1 0 D -25 0 -25 0 0 0 15 0 12 1 00 1 00 0 00 1 00 0 00 0 00 1 -1 00 2 0 D -25 0 25 0 15 0 33 7 13 1 00 1 00 0 00 1 00 0 00 0 00 2 -1 00 3 0 D -25 0 25 0 33 7 52 3 14 1 00 1 00 0 00 0 00 0 00 0 00 3 1 60 4 0 D 25 0 25 0 52 3 71 0 IMP I• I• •1 •111 I■• •I1 CI Steel •Buildings Inc. 6/12/2008 HCI STEEL BUILDING SYSTEMS. INC. 3980 RIGID FRAME #1 BASIC LOADS Job No' 3980 I modify I Customer I Clallam Builde Ex In I Date 1 6/12/2008 Description' Westport Shipyard Pa nt I Designed By' FJR I Checked By' DB Design Loads For Building Components 5/28/08 10 19am Page 13 Of 285 SHEET 7 of 143 Job No 1 3980 Customer I Clallam Builde s Ex In Des criptionI Westport Shipyard Paint HCI STEEL BUILDING I SYSTEMS. INC. 3980 modify I Date 1 6/12/2008 Designed By' FJR Checked By' DB Design Loads For Building Components 5/28/08 10 19am 5 0 D 25 0 -25 0 71 0 86 0 18 0 60 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 00 0 00 0 00 0 00 0 0 00 6 2 D -32 0 32 0 0 0 86 0 19 0 60 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 00 0 00 0 00 0 0 00 20 0 60 0 00 0 00 0 00 0 00 0 00 0 00 0 00 -1 00 0 00 0 00 0 00 0 0 00 21 0 60 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 00 0 00 0 0 00 22 0 60 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 -1 00 0 00 0 00 0 0 00 23 1 12 1 12 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 70 0 0 00 Basic Defl 24 1 12 1 12 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 -0 70 0 0 00 Dead Live Snow Collateral Wind Ratio 25 1 09 1 09 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 52 0 0 00 3 5 18 8 25 0 8 0 22 8 1 00 26 1 09 1 09 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 -0 52 0 0 00 2 7 1 0 9 1 0 9 0 0 0 0 000 052 0 000 BASIC LOADS AT SAVE 28 1 09 1 09 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 -0 52 0 0 00 Seismic Weak_Axis_L Weak_Axis_R Torsion EW_Brace 29 0 48 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 70 0 0 00 Load SpcEP wind Seis Wind Seis Wind Seis Wind Seis 30 0 48 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 -0 70 0 0 00 0 73 1 69 0 00 0 00 0 00 0 00 2 62 3 93 0 00 0 00 31 1 12 1 12 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 70 0 00 0 0 00 32109109 075 000000000000000000000 052 000 0 000 WIND COEFFICIENTS 33 1 D9 1 09 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 52 0 00 0 0 00 Surf Wind_1 Wind_2 Long_Wind Surface 34 0 48 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 70 0 00 0 0 00 Id Left Right Left Right 1 2 Friction 35 1 00 1 00 0 00 0 50 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 3 1 00 1 0 37 -0 57 0 73 -0 21 -0 65 -0 65 0 00 36 1 00 1 00 0 00 0 50 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 4 1 00 2 1 14 -0 66 -0 78 -0 30 1 14 -1 14 0 00 37 1 00 1 00 0 00 0 50 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 1 00 3 -0 57 0 37 -0 21 0 73 -0 65 -0 65 0 00 38 1 00 1 00 0 00 0 50 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 2 1 00 39 1 00 1 00 0 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 -1 00 DESIGN LOADS 40 1 00 1 00 0 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 2 1 00 Load Wind_1 Wind_2 Long_Wind Seismic Aux_Load 41 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 3 1 50 No Id Dead Coll Live Snow Lt Et Lt Rt Lt Rt Long Tran Id Coe£ 42 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 4 1 50 46 1 1 00 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 43 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 5 1 00 2 1 00 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 44 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 6 1 00 3 1 00 1 00 0 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 45 1 00 1 00 0 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 7 1 00 4 1 00 1 00 0 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 46 1 00 1 00 0 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 7 1 00 5 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 6 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 AUXILIARY LOADS 7 1 00 1 00 0 75 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 No Aux Aux No Add_Load 8 1 00 1 00 0 75 0 00 0 00 0 75 0 00 0 00 0 00 0 00 0 OD 0 00 0 0 00 Aux Id Name Load Id Coeff 9100100 075 000000000075000000000 000 000 0 000 7 1 F1PAT_SL1 1 1 050 10 1 00 1 00 0 75 0 00 0 00 0 00 0 00 0 75 0 00 0 00 0 00 0 00 0 0 00 2 F1PAT_SL 2 1 3 0 50 11100100 000 075075000000000000000 000 000 0 000 3 F1PAT_SL3 2 1 050 12100100 000 075000075000000000000 000 000 0 000 2 050 13100100 000 075000000075000000000 000 000 0 000 4 F1PAT_SL 2 2 050 14100100 000 075000000000075000000 000 000 0 000 3 050 15 0 60 0 00 0 00 0 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 5 F1PAT_SL 5 2 1 0 75 16 0 60 0 00 0 00 0 00 0 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 3 0 75 17 0 60 0 00 0 00 0 00 0 00 0 00 1 00 0 00 0 00 0 00 0 00 0 00 0 0 00 6 F1PAT SL 6 1 2 0 75 Page 14 Of 285 MI NM fiiiiiiiii I iiiiii 10 NE MN NMI MI I I OM HCI Steel Buildings Inc. 6/12/2008 Job No 1 3980 I modif 1 Customer I Clallam Builders Ex In I Date 1 6/12/2008 Description Westport Shipyard Pa nt I Designed ByI FJR SYSTEMS. INC. I I Checked By' DB HCI STEEL BUILDING 3980 Design Loads For Building Components 5/28/08 10 19am 7 Snow Drift 1 4 1 00 Page 15 Of 285 HCI STEEL BUILDING SYSTEMS INC. 3980 SHEET 8 of 143 Job Not 3980 I modif I Customer' Clallam Builde Ex In I Date 1 6/12/2008 Description' Westport Shipyard Pa nt Designed By FJR I Checked By I D8 Design Loads For Building Components 5/28/08 10 19am 11 1 00 1 00 0 00 0 75 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 12 1 00 1 00 0 00 0 75 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 ADDITIONAL LOADS 13 1 00 1 00 0 00 0 75 0 00 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 0 00 No Add Surf Basic Load Fx Fy Mom Dx Dy Conc 14 1 00 1 00 0 00 0 75 0 00 0 00 0 00 0 75 0 00 0 00 0 00 0 00 0 0 00 Add Id Id Type Type W1 W2 Co D11 D12 Dist 15 0 60 0 00 0 00 0 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 4 1 2 D -0 19 -0 19 0 040 0 00 10 01 16 0 60 0 00 0 00 0 00 0 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 2 2 D -019 -019 0 040 1001 24 02 17 0 60000 000 000000000100000000000 000 000 0 000 3 2 D -0 19 -0 19 0 040 24 02 34 03 18 0 60 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 00 0 00 0 00 0 00 0 0 00 4 2 D 000 -051 0 000 2035 34 03 190 60000 000 000000000000000100000 000 000 0 000 20 0 60 0 00 0 00 0 00 0 00 0 00 0 00 0 00 -1 00 0 OD 0 00 0 00 0 0 00 RIGID FRAME 112 21 0 60 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 00 0 00 0 0 00 22 0 6 0 0 0 0 0 0 0 000000000000000000 -100 000 000 0 000 BASIC LOADS 23 1 12 1 12 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 70 0 0 00 Basic Defl 24 1 12 1 12 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 -0 70 0 0 00 Dead Live Snow Collateral Wind Ratio 25 1 09 1 09 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 52 0 0 00 3 5 12 6 25 0 8 0 22 8 1 00 26 1 09 1 09 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 -0 52 0 0 00 271 000 075000000000000000000 000 052 0 00D BASIC LOADS AT EAVE 28 1 09 1 09 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 -0 52 0 0 00 Seismic Weak_Axis L Weak_Axis R Torsion -EW Brace 29 0 48 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 70 0 0 00 Load SpcEP Wind Seis Wind Seis Wind Seis Wind Seis 30 0 48 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 -0 70 0 0 00 1 54 3 55 0 00 0 00 0 00 0 00 2 62 3 93 0 00 0 00 31 1 12 1 12 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 70 0 00 0 0 00 32 1 09 1 09 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 52 0 00 0 0 00 WIND COEFFICIENTS 33 1 09 1 09 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 52 0 00 0 0 00 Surf Wind_1 Wind_2 Long_Wind Surface 34 0 48 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 70 0 00 0 0 00 Id Left Right Left Right 1 2 Friction 35 1 00 1 00 0 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 1 00 1 0 22 -0 47 0 58 -0 11 -0 63 -0 63 0 00 36 1 00 1 00 0 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 1 00 2 -0 87 -0 55 -0 51 -0 19 -0 87 -0 87 0 00 3 -0 47 0 22 -0 11 0 58 -0 63 -0 63 0 00 AUXILIARY LOADS No Aux Aux No Add_Load DESIGN LOADS Aux Id Name Load Id Coeff Load Wind_1 Wind_2 Long_Wxnd Seismic Aux_Load 1 1 Snow Drift 1 1 1 00 No Id Dead Coll Live Snow Lt Rt It Rt Lt Rt Long Tran Id Coef 36 1 1 00 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 ADDITIONAL LOADS 2 1 00 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 No Add Surf Basic Load Fx Fy Mom Dx Dy Conc 3 1 00 1 00 0 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 Add Id Id Type Type W1 W2 Co D11 D12 Dist 4 1 00 1 00 0 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 1 1 2 D 0 00 -1 23 0 000 20 35 34 03 5100000 000 000000000000000000000 000 000 0 000 6100000 000 000000000000000000000 000 000 0 000 7100100 075 000075000000000000000 000 000 0 000 8 1 00 1 00 0 75 0 00 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 3980 Reactions Anchor Bolts Base Plates 5/28/08 10 19am 9 1 00 1 00 0 75 0 00 0 00 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 0 00 10 1 00 1 00 0 75 0 00 0 00 0 00 0 00 0 75 0 00 0 00 0 00 0 00 0 0 00 Page 16 Of 285 l♦ MI l♦ l♦ IIIII MN I l♦ HCI Steel Buildings Inc. 6/12/2008 Job No 1 3980 C Customer I Clallam Builde 6 Ex In I Date 1 6/12/2008 Westport Shipyard Paint Designed By' FJR HCI STEEL BUILDING SYSTEMS, INC. 1 Checked BY' DB 3980 Foundation_Loads(k Frame Col Max_Pos_Val Max_Neg_Val Anc Bolt Base Plate Line Line Id Horz Vert Id Horz Vert No Diam Width Len Thick 1 Frame Lines 1 6 2 Frame Lines 2 3 4 5 Load Load Id Combination 1 0 60DL +LnWnd2 2 0 60DL +WL2 3 0 60DL- LnWnd2 modif 6 C 13 2 1 -2 3 14 1 9 2 3 2 0 750 6 00 7 94 0 500 11 0 0 4 1 13 2 1 2 3 6 B 13 2 0 -2 3 14 -1 9 2 3 2 0 750 6 00 7 94 0 500 11 0 0 4 1 13 2 0 -2 3 Page 17 Of 285 Page 18 Of 285 HCI STEEL BUILDING SYSTEMS INC. 4 0 48DL +0 70LnSeis FACTORED_LOADS 5 0 60DL +WR2 6 0 60DL- LnWndl 7 1 12DL +1 12CL +0 70LnSeis 8 DL +CL +0 7SSL +0 75WR1 9 DL +CL +SL +Snow Drift 10 0 60DL +LnWndl 1 B 13 2 0 -2 3 14 -1 9 2 3 2 0 750 6 00 7 94 0 500 11 DL +CL +SL 11 0 0 4 1 13 2 0 2 3 12 1 09DL +1 09CL +0 75SL +0 52LnSeis 1 C 13 2 1 -2 3 14 1 9 2 3 2 0 750 6 00 7 94 0 500 13 0 60DL +WS +LnWndl 11 0 0 4 1 13 2 1 -2 3 14 0 60DL +WP +LnWndl 15 1 17DL +1 17CL+Seis_R SHEET 9 of 143 BRACING /PANEL SHEAR REACTIONS 111 Job No' 3980 I modify I Customer' Clallam Builde Ex In I Date 1 6/12/2008 De cription' Westport Shipyard Pa nt Designed By' FJR Checked By' DB Reactions Anchor Bolts Base Plates 5/28/08 10 19am 3980 Reactions Anchor Bolts Base Plates 5/28/08 10 19am Reactions(k Panel 1 A 1 2 0 -1 0 2 -1 5 -1 4 4 0 750 6 00 10 00 0 500 Wall Col Wind Seismic Shear 3 1 9 4 5 4 1 3 7 1 Loc Line Line Horz Vert Horz Vert (lb /ft) 1 D 5 1 9 -1 8 6 2 0 2 0 4 0 750 6 00 12 00 0 500 7 -1 5 4 1 3 0 8 -4 1 LEW 1 Rigid Frame At Endwall 2 A 8 37 8 4 2 3 6 37 4 0750 60010130500 9 3 0 13 1 10 -0 6 -9 1 F_SW D Torsional Bracing Used 2 D 5 3 6 -1 8 9 3 4 19 8 4 0 750 6 00 12 25 0 500 9 3 4 19 8 3 0 7 -6 5 R_EW 6 Rigid Frame At Endwall 1 10 0 1 0 1 5 4 11 0 0 4 '0 4 0 750 6 00 7 94 0 500 12 0 1 6 2 3 0 1 -5 4 B_SW A 6 5 2 78 2 73 5 21 5 12 1 24 0 9 0 0 5 3 10 -0 1 5 3 4 0 750 6 00 7 94 0 500 2 1 2 78 2 73 5 21 5 12 9 0 0 5 3 6 -0 1 5 4 3980 Additional Reactions Report Rigid Frame Column Reactions 5/28/08 10 19am Frame Col Dead Collateral Live Snow -Wind Ll St Inc. 6/12/2008 I ee uIi s Job No 3980 modify Customer' Clallam Builde Ex In I Date 1 6/12/2008 Description' Westport Shipyard Pa nt 1 Designed By' FJR HCI STEEL BUILDING SYSTEMS. INC. I Checked BYI DB Frame Col Seismic_L- Seismic_R- Ln_Seismic F1PAT_SL 1 F1PAT_SL 2 Line Line Hor Vert Horz Vert Horz Vert Hor Vert Hor Vert 1 A 0 0 0 3 0 0 -0 1 0 0 0 8 0 0 -0 2 0 0 0 0 1 D 0 0 -0 1 0 0 0 4 0 0 0 8 0 0 -0 2 -0 1 2 1 1 10 0 0 0 1 3 0 0 0 7 0 0 0 7 0 0 1 2 0 0 0 0 1 24 0 0 0 0 7 0 0 1 3 0 0 0 6 0 0 1 2 0 0 1 4 Frame Col Dead Collateral Live Snow -Wind Ll Line Line Horz Vert Horz Vert Horz Vert Horz Vert Horz Vert 2 A 0 3 1 7 0 6 2 5 0 9 4 0 1 8 7 9 -3 3 -7 3 2 D -0 3 1 8 -0 6 2 5 -0 9 4 0 -1 8 8 0 -1 4 -5 3 Page 19 Of 285 NCI STEEL BUILDING SYSTEMS. INC. Job No 1 3980 I modify Customer' Clallam Builde Ex Inc Date 1 6/12/2008 Description' Westport Shipyard Pa nt I Designed By' FJR I Checked By' DB 3980 Additional Reactions Report 5/28/08 10 19am 3980 Additional Reactions Report 5/28/08 10 19am Line Line Horz Vert Horz Vert Hor Vert Hor Vert Horz Vert Frame Col Wind_R1 Wind_L2 Wind_R2 LnWind_l LnWind_2- Line Line Hor Vert Horz Vert Hors Vert Hor Vert Horz Vert 1 A 0 0 0 4 0 0 0 2 0 0 0 6 0 0 0 8 1 1 2 0 1 D 0 0 0 4 0 0 0 3 0 0 0 6 0 0 0 8 -1 4 0 6 2 A 2 1 -2 5 -3 8 -4 7 1 6 0 1 -0 7 -10 1 1 9 7 7 1 10 0 0 0 0 7 0 0 0 8 0 0 1 9 0 0 2 5 0 0 -1 1 2 D 3 3 -5 4 -0 9 -2 6 3 8 -2 8 -1 7 -5 2 0 9 -7 6 1 24 0 0 0 0 7 0 0 0 8 0 0 1 9 0 0 2 5 0 0 -4 3 Frame Col Seismic_L- Seismic_R- Ln_Seismic Snow Drift Frame Col Wind_R1 Wind_L2 Wind_R2 LnWind_1- LnWind_2- Line Line Horz Vert Horz Vert Horz Vert Horz Vert Line Line Horz Vert Horz Vert Horz Vert Horz Vert Horz Vert 2 A -1 5 -1 5 1 5 1 5 -2 0 -8 5 0 4 0 8 1 A 1 5 1 0 -1 5 1 6 1 1 1 5 -0 4 -6 0 1 9 -1 2 2 D -1 5 1 5 1 6 -1 5 2 0 1 9 -0 7 7 6 1 D 1 5 2 5 -1 0 1 0 1 9 -2 0 -2 0 1 7 0 7 -4 3 1 10 0 0 0 -3 5 0 0 -0 3 0 0 2 8 0 0 0 6 0 1 -5 8 1 24 0 0 0 1 0 0 0 -3 8 0 0 1 6 -0 1 5 7 0 0 1 7 1 Frame Lines 1 6 2 Frame Lines 2 3 4 5 SHEET 10 of 143 Endwall Column Reactions 1 A -0 7 -1 4 0 7 1 4 -1 9 -10 4 0 0 0 5 0 0 0 0 1 D -0 8 1 7 0 8 -1 7 -2 0 4 6 0 0 0 0 0 0 0 5 Out_Of_Plane 1 10 0 0 0 1 8 0 0 -1 8 0 1 4 9 0 0 0 5 0 0 -0 1 Frame Col Dead Coll Live Snow Brc_Wind_L- Brc_Wind_R- Wind_P Wind_S 1 24 0 0 0 -2 1 0 0 2 1 -0 1 5 8 0 0 -0 1 0 0 0 5 Line Line Vert Vert Vert Vert Horz Vert Hor Vert Hor Horz 1 B See Rigid Frame reactions table 1 9 2 0 Frame Col F1PAT_SL 3 F1PAT_SL 4 F1PAT_SL 5 FlPAT_SL 6 Snow Drift 1 C See Rigid Frame reactions table -1 9 2 1 Line Line Horz Vert Horz Vert Horz Vert Hor Vert Hor' Vert 6 C See Rigid Frame reactions table 1 9 2 1 6 B See Rigid Frame reactions table -1 9 2 0 Endwall Column Reactions Frame Col Raf_Wind_L- Ra£_Wind_R- LnWind Seismic_L- Seismic_R- Line Line Horz Vert Horz Vert Vert Horz Vert Horz Vert Page 20 Of 285 I♦ NM MI M 1 N M MI M MI M NM UM 11.1 MI MO MO HCI Steel Buildings Inc. 6/12/2008 HCI STEEL BUILDING SYSTEMS. INC. 3980 Additional Reactions Report 5/28/08 10 19am Frame Col -Aux_ 1 -Aux_ 2 -Aux_ 3 -Aux_ 4 -Aux_ 5 Line Line Horz Vert Horz Vert Horz Vert Horz Vert Horz Vert 1 B 0 0 0 6 0 0 -0 1 0 0 1 4 0 0 '0 7 0 0 0 8 1 C 0 0 -0 1 0 0 0 6 0 0 0 7 0 0 1 4 0 0 0 8 6 C 0 0 0 6 0 0 -0 1 0 0 1 4 0 0 0 7 0 0 0 8 6 B 0 0 -0 1 0 0 0 6 0 0 0 7 0 0 1 4 0 0 0 8 Frame Col -Aux_ 6 Line Line Horz Vert 1 B 0 0 1 2 1 C 0 0 1 2 6 C 0 0 1 2 6 8 0 0 1 2 3980 Seismic Design Report Building Data Job No 1 3980 I modify 1 I Job NoI 3980 modify Customer' Clallam Builde Ex In Date 1 6/12/2008 )emu Customer' Clallam Builde Ex In I Date 1 6/12/2008 Description' Westport Shipyard Pa nt Designed B' FJR Description' p I Westport Shipyard Pa nt I Designed ByI FJR Checked Hy SYI STEEL BUILDING DB SYSTEMS, INC. I I I Checked By' 08 Code =IBC 06 Length 86 00 Width 34 00 Left Eave Height 16 58 Right Eave Height 18 00 Seismic Formula Base Shear V 0 667 *Ie *Fa *Ss *W /R Vmin 0 01 *W Vmax Shc *Ie *W /(T *R) Shear Force E Rho *V T 0 283 5/28/08 10 19am Page 21 Of 285 Page 22 Of 285 SHEET 11 of 143 3980 Seismic Design Report (Rigid frame endwall frame, wind bent, wind column base reactions) Shear Force Em Omega *V T 0 175 (Wall diagonal bracing splice at rigid frame wind bent knee) Note Applied load is seismic force multiplied by load combination Fa *Ss 1 250 Zone /Design Category= D Ie 1 000 S1 0 524 Sdl 0 524 Sds 0 831 Seismic Dead Load, W Snow Factor 0 000 Roof Dead +Collat 11 50 (psf Frame Dead 2 00 (psf Roof Total 13 50 (psf Weight= 39 47 (k L_EW Dead 2 00 (psf Weight= 0 59 (k F_SW Dead 2 00 (psf Weight= 1 55 (k FLEW Dead 2 00 (psf Weight= 0 59 (k B_SW Dead 2 00 (psf Weight= 1 43 (k Seismic Forces Roof Bracing R 3 25, Rho= 1 30 W 40 65 (k Force V 10 43 (k Force, E 13 56 (k Total 43 62 (k Sidewall Bracing Back R 3 25 Rho= 1 30, Omega= 2 00 W 40 65 (k Force, V 10 43 (k 5/28/08 10 19am um 1. Illlll o gm i• llllllll g Illllllll I i■�r r• HCI Steel Buildings Inc. 6/12/2008 Job No 1 3980 I modify I 1 Customer I Clallam Builde 4 Ex In Date 1 6/12/2008 HCI STEEL BUILDING Description' Westport Shipyard Pa nt I Designed ByI FJR SYSTEMS. INC. I 1 I Checked By' DB 3980 Rigid Frames Seismic Design Report 5/28/08 10 19am Force Em 20 86 (k Force E 13 56 (k R 3 25, Rho= 1 30 Frame 1 W 4 38 (k Force V 1 12 (k Force, E 1 46 (k Frame 2 W 9 24 (k Force V 2 37 (k Force, E 3 08 (k End Plates Frame R 3 25 Omega= 3 00 Page 23 Of 285 HCI STEEL BUILDING SYSTEMS. INC. 3980 1)JOBID• 3980 SHEET 12 of 143 2)PROGRAM OPTIONS Run Run Run Lap Purlin Panel Brace Stiff Y Y Y 0 50 3)DESIGN CODE Job No 1 3980 modify 1 customer I Clallam Builde 6 Ex In 1 Data 1 6/12/2008 Description' Westport Shipyard Pa nt Designed By' FJR I Checked By I DB Roof Design Input 5/ ^7/08 10 28am *Design Steel_Code Build Seismic Code Cold Hot Country Code Year Zone WS NAUS01 AISCO5 IBC 06 D 4)DESIGN CONSTANTS Strength_Factor Stress_Ratio Seismic Purlin Panel Wind_Frame Wind Frame Brace 1 0300 1 03 1 03 1 000 1 700 1 700 5)STEEL YIELDS Web Flg C_Sec W_Sec R_Sec P_Sec T Sec U_Sec EP BP 50 0 55 0 55 0 50 0 50 0 35 0 46 0 36 0 55 0 55 0 6)DEFLECTION LIMITS Purlin Extension Facia Panel Facia Wind_Frame Live Wind Total Live Wind Total Girt Live Wind Panel Wind Seis 150 0 150 0 0 0 150 0 150 0 0 0 90 0 60 0 60 0 60 0 60 0 60 0 7)REPORTS Input Purlin Purlin Eave Roof Cable Echo Design Summary Strut Panel Brace I Y 2 Y Y Y 8)BUILDING TYPE Build L_Expand_EW R_Expand_EW Open_Wall Type Use Offset Use Offset L_EW F_SW R_EW B_SW FF- Y 4 000 Y 4 000 N Y N N Page 24 Of 285 HCI Steel Buildings Inc. 6/12/2008 Job No' 3980 Customer' Clallam Builde Ex In I Date 1 6/12/2008 Description' Westport Shipyard Pa nt 1 Designed By! FJR HCI STEEL BUILDING SYSTEMS. INC. I 1 Checked ByI DB 9)SURFACE SHAPE No X_Coord Y_Coord Surf (ft) (ft) 3 0 0000 16 5833 34 0000 18 0000 34 0000 0 0000 (10)WALL BAY SPACING Wall Sets Of Bay No Id Bays Width Bays 1 3 10 0000 1 14 0000 1 10 0000 1 2 3 15 0000 1 18 6667 3 15 0000 1 3 3 10 0000 1 14 0000 1 10 0000 1 4 3 15 0000 1 18 6667 3 15 0000 1 I modif Page 25 Of 285 HCI STEEL BUILDING SYSTEMS. INC. 3 0 4 0 SHEET 13 of 143 Job NoI 3980 I modify I Customer' Clallam Builde Ex In Date 6/12/2008 Description! Westport Shipyard Pa nt De igned By! FJR (13)SURFACE EXTENSION /FRAME RECESS Surf Surf_Ext Frame_Recess Rafter_Size Id Left Right Left Right Left Right 2 0 0000 0 0000 0 3333 0 3333 W8x10 W8x10 (14)PURLINS Surf Purlin OS F1g IS_F1g Set Set_Lap Max_Unbr Id Type Brace Brace Depth Ext Int Length 2 ZB Y Y 8 000 0 0000 0 0000 9 0000 (15)PURLIN SPACING Surf Peak Max Set Set_Of Set_Space- Id Space Space Space Space Space No 2 0 6667 5 0100 4 5000 6 3 5000 1 5 0000 1 3 5607 1 4 5000 3 5 0000 1 1 4011 2 (16)PURLIN SIZE Surf Set No Id Purl Purl Purlin_Size 2 Y 7 8Z25U12 8Z25U12 8125U12 8Z25U12 8Z25U12 8Z25U12 5 3 15 0000 1 18 6667 3 (17)PANELS 15 0000 1 Wall Roof Standing Insulation Panel Panel Seam Use Thick HHR 26 WS 24 Y N 0 000 (11)FRAMED OPENINGS Wall No Bay Open Open Open Open (18)EAVE STRUT GIRT Id Opens Id Width Height Offset Type *Wall Eave Girt Girt 1 1 2 3 3333 15 3333 3 0000 3 Id Type Type Size Offset Proj Gutter 2 0 2 EO ZF' 0 000 0 000 N 3 1 2 3 3333 15 3333 3 0000 3 4 EO ZF' 8Z25U16 0 000 0 000 N 4 0 (12)PARTIAL WALLS (19)WIND FRAMING SELECTION Order_Of Selection Wall Set_Of Bay_Id Wall Base Full Wall Panel Diagonal Wind Wind Weak Axis Id Bays Start End Height Type Load Use Id Shear Bracing Bent Column Bending 1 0 2 N TF N N N 2 0 4 N Y N 'N N Checked Ay' DB Page 26 Of 285 I♦ I♦ E O IIIII1 I♦ I♦ l♦ MI t♦ l♦ IIIIII l♦ HCI Steel Buildings Inc. 6/12/2008 HCI STEEL BUILDING I SYSTEMS. INC. 5 N' 'Y Job No 1 3980 I modify Customer! Clallam Builde 6 Ex In Date 1 6/12/2008 Description! Westport Shipyard Paint Designed ByI FJR I I Checked By 1 08 (20)ROOF DIAGONAL BRACING Max_Pan Brace Each User_Selected_Roof_Bays Shear Type EW No Bay_Id 0 0 R Y 1 1 1 5 1 4 0 0000 10 0000 24 0000 34 0000 3 4 0 0000 10 0000 24 0000 34 0000 (22)SIDEWALL DIAGONAL BRACING Wall Max_Pan Brace User_Selected_SW_Bays Id Shear Type No Bay_Id 2 100 0 R 1 5 4 100 0 R 2 1 5 4 1 2 1 5 F 0 1 16 5833 E (26)INTERIOR BRACING *No Attach Brace User_Selected_Int_Bays *Brace Offset Type No Bay_Id 0 Page 27 Of 285 Page 28 Of 285 HCI STEEL BUILDING SYSTEMS. INC. SHEET 14 of 143 I I I Checked ByI DB (27)INTERIOR BRACING ATTACHMENT No Attach Bay_Id No Attach Offset Start End Level Level_Height 0 (28)EAVE EXTENSIONS SIZE (29)EAVE EXTENSIONS PURLINS (30)CANOPY SIZE (25)WALL BRACING ATTACHMENT *Wall No Attach Bay_Id No Level *Ext Panel Standing Gutter Downspout Id Attach Id Start End Connect Option Level Height Strut *Id Size Seam Use Color No Color 2 1 1 1 5 F 0 1 18 0000 E (33)FACIA /PARAPET LAYOUT. I Job No 1 3980 I modify I Customer' Clallam Builde 6 Ex In I Date 1 6/12/2008 Description Westport Shipyard Paint I Designed ByI FJR *Wa11 No Ext Bay_Id Extension_Size Edge_Extend Eave (21)ROOF BRACING ATTACHMENT *Id Extend Id Start End Height Width Slope Left Right Type *Wall No 2 0 Id Attach Attach Location 4 0 *Ext Purlin OS_Flg IS_Flg Set Set_Lap Max UnBr Peak Max Set Id Type Brace Brace Depth Ext Int Length Space Space Space *Wall No Ext Bay_Id Extension_Size Edge_Extend Eave (23)WIND BENTS Id Extend Id Start End Height Width Slope Left Right Type *Wall Member Column Rafter No 1 0 Id Type Depth Size Depth Size Bays Bay_Id 2 0 2 W 0 00 0 00 0 3 0 4 W 0 00 0 00 0 4 0 (24)WIND COLUMNS (31)CANOPY PURLINS Wall Member Column No Left/ Id Type Depth Size Col Bay_Id Right *Ext Purlin OS_Flg IS_Flg Set Set_Lap Max_UnBr Peak Max Set 2 R 0 00 0 Id Type Brace Brace Depth Ext Int Length Space Space Space 4 R 0 00 0 (32)CANOPY PANELS GUTTER DOWNSPOUT *Wall No Ext Bay_Id- Edge_Extend Eave Use *Id Extend Id Type Start End Left Right Mount Type Gutter 1 0 2 0 3 0 4 0 HCI Steel Buildings Inc. Job Nol 3980 modify 1 Customer l Clallam Builder Exc. Inc l Date 1 6/12/2008 Designed By Deacriptionl Westport Shipyard Paint l FJR HCI STEEL BUILDING SYSTEMS. INC. l 1 Checked By DB (34)FACIA /PARAPET SIZE *Ext Extension Size (35)FACIA /PARAPET PURLINS (36)FACIA /PARAPET PANELS *Ext Roof_Panel Soffit Panel Front_Panel Back_Panel Id Size SSeam Size Rot Space Size SSeam Size Rot Space (37)EXTENSION BRACING *Ext Max_Pan Brace User_Selected_Bays Shear Type No Bay Id I d Page 29 Of 285 HCI STEEL BUILDING SYSTEMS. INC. -Facia Arm Back Facia (41)EDGE AND CORNER ZONES FOR PURLINS AND PANELS *Id Height Width Slope Elev Height Slope Slope Slope Project Left_End Center Right_End *Surface Ratio- Ratio Ratio *Id Loc Width Length Purlin Panel Width Purlin Panel Width Length Purlin Panel *Ext Purlin OS Flg IS_F1g Set Set_Lap Max_UnBr Peak Max Set 2 L 3 40 3 40 1 18 2 53 3 40 1 18 1 68 3 40 3 40 1 18 2 53 Id Type Brace Brace Depth Ext Int Length Space Space Space C 0 00 3 40 1 18 1 68 0 00 1 00 1 00 0 00 3 40 1 18 1 68 R 3 40 3 40 1 18 2 53 3 40 1 18 1 68 3 40 3 40 1 18 2 53 SHEET 15 of 143 34 1 -22 8 18 2 Long Bracing, Facia /Parapet (42)EXTENSION BASIC LOADS Purlin_Wind Panel_Wind- *Ext Dead Collat Live Snow Attach_Beam Facia_Beam Attach_Beam Facia_Beam *Id Load Load Load Load Press Suct Press Suct Press Suct Press Suct (43)PURLIN DESIGN LOADS Job No l 3980 [Customer 1 Clallam Builde a Ex In Description' Westport Shipyard Paint Surf No Load Wind Wind Aux_Load Id Load Id Dead Collat Live Snow Press Suct Id Coef (38)WALL BASE ELEVATION /DEAD• 2 20 1 1 00 1 00 1 00 0 00 0 00 0 00 0 0 00 *Wall Base wall Seis 2 1 00 1 00 0 00 1 00 0 00 0 00 0 0 00 Id Elev Dead Opt 3 1 00 1 00 0 75 0 00 0 75 0 00 0 0 00 1 0 00 2 00 Y 4 1 00 1 00 0 00 0 75 0 75 0 00 0 0 00 2 0 00 2 00 N 5 0 60 0 00 0 00 0 00 0 00 1 00 0 0 00 3 0 00 2 00 Y 6 1 00 1 00 0 00 0 50 0 00 0 00 3 1 00 4 0 00 2 00 N 7 1 00 1 00 0 00 0 50 0 00 0 00 4 1 00 5 0 00 13 50 Y 8 1 00 1 00 0 00 0 50 0 00 0 00 5 1 00 9 1 00 1 00 0 00 0 50 0 00 0 00 6 1 00 (39)BASIC LOADS 10 1 00 1 00 0 00 0 50 0 00 0 00 1 1 00 11 1 00 1 00 0 00 0 50 0 00 0 00 2 1 00 Deflection Wind Wall Seis 12 1 00 1 00 0 00 1 00 0 00 0 00 1 1 00 Dead Collat Live Snow Basic Load Ratio Load Frict Edge Ld_Rat 13 1 00 1 00 0 00 1 00 0 00 0 00 2 -1 00 Load Load Load Load Wind Snow Wind Seis Factor Coef Zone Factor Snow 14 1 00 1 00 0 00 0 00 0 00 0 00 3 1 60 3 5 8 0 20 0 25 0 22 8 1 00 1 00 1 00 1 00 0 0000 6 800 1 0000 0 00 15 1 00 1 00 0 00 0 00 0 00 0 00 4 1 60 (90)WIND PRESSURE /SUCTION 16 1 00 1 00 0 00 0 00 0 00 0 00 5 1 60 17 1 00 1 00 0 00 0 00 0 00 0 00 6 1 60 18 1 00 1 00 0 00 0 00 0 00 0 00 7 1 60 Wind Wind Wind 19 1 00 1 00 0 00 0 00 0 00 0 00 8 1 60 Press Suct Suct_Roof 20 1 00 1 00 0 00 1 00 0 00 0 00 9 1 00 10 0 24 6 Purlins 0 0 38 0 Purlins Gable Extension (44)PURLIN DESIGN LOADS Deflection 10 9 -26 9 Interior Roof Panels 13 2 -2 5 24 6 Long Bracing Building Surf No Load Wind Wind Aux_Load 18 0 -5 7 Long Bracing Wall Edge Zone Id Load Id Dead Collat Live Snow Press Suct Id Coef modify Date 1 6/12/2008 Designed Byl FJR Checked By I DE Page 30 Of 285 6/12/2008 IIIIIIII 11111. 1♦ MI IIIIII IIIII 1.11 RIM OM MN HCI Steel Buildings Inc. 6/12/2008 Description! Westport Shipyard Paint HCI STEEL BUILDING SYSTEMS,INC. 21 0 00 0 00 1 00 0 00 0 00 0 00 0 0 00 22 0 00 0 00 0 00 1 00 0 00 0 00 0 0 00 23 0 00 0 00 0 00 1 00 0 00 0 00 9 1 00 2 3 (45)BRACING DESIGN LOADS Frame No Load Wind Wind Aux_Load Load Id Dead Collat Live Snow EW Roof Seis Id Coef (51)AUXILIARY LOADS 6 1 1 00 1 00 0 00 1 00 1 00 1 00 0 00 0 0 00 No Aux Aux No _Add Add_Load 2 0 60 0 00 0 00 0 00 1 00 1 00 0 00 0 0 00 Aux Id Name Combs Id Coef 3 1 00 1 00 0 00 0 00 0 00 0 00 1 00 0 0 00 9 1 1 1 0 50 4 1 00 1 00 0 75 0 75 0 00 0 00 0 52 0 0 00 2 1 5 0 50 5 1 00 1 00 0 00 0 75 0 00 0 00 0 52 0 0 00 3 2 1 0 50 6 0 60 0 00 0 00 0 00 0 00 0 00 1 00 0 0 00 2 0 50 4 2 2 0 50 3 0 50 5 2 3 0 50 No Load Wind Wind Aux_Load 4 0 50 Load Id Dead Collat Live Snow EW Roof Seis Id Coef 6 2 4 0 50 4 7 1 00 1 00 0 00 1 00 1 00 1 00 0 00 0 0 00 5 0 50 8 0 60 0 00 0 00 0 00 1 00 1 00 0 00 0 0 00 7 3 1 0 50 9 1 00 1 00 0 00 0 00 0 00 0 00 1 00 0 0 00 3 0 50 10 0 60 0 00 0 00 0 00 0 00 0 00 1 00 0 0 00 5 0 50 (46)BRACING DESIGN LOADS Brace (47)EXTENSION DESIGN LOADS Job No 3980 Customer Clallam Builde 6 Ex In I Date 1 6/12/2006 1 Designed By! FJR Checked By I DB modify Page 31 Of 285 I Job No 3980 modify I Customer) Clallam Builder Ex In I Date 1 6/12/2008 SYSTEMS INC. 1 I Checked By' 09 No Load Wind Wind Load Id Dead Collat Live Snow Press Suct 3 4 0 00 0 00 0 00 1 00 0 00 0 00 5 0 00 0 00 0 00 0 00 1 00 0 00 6 0 00 0 00 0 00 0 00 0 00 1 00 8 2 2 0 50 4 0 50 9 Snow Drift 1 6 1 00 No Load Wind Wind Aux_Load Load Id Dead Collat Live Snow Press Suct Id Coef (52)ADDITIONAL LOADS 0 No Add Surf Basic Load Fy Dx Conc Add Id Id Load Type W1 W2 Dxl Dx2 Dist (48)EXTENSION DESIGN LOADS Deflection 6 1 0 D -25 0 -25 0 0 00 15 00 2 0 D -25 0 -25 0 15 00 33 67 No Load Wind Wind Aux_Load 3 0 D -25 0 -25 0 33 67 52 33 Load Id Dead Collat Live Snow Press Suct Id Coef 4 0 D -25 0 25 0 52 33 71 00 0 5 0 D -25 0 -25 0 71 00 86 00 (49)PANEL DESIGN LOADS (53)PURLIN a No Load Wind Wind *Surf Data B Set_1 Set _2 Set_3 Load Id Dead Collat Live Snow Press Suct Id Opt Sets Left Right Quan Left Right Quan Left Right Quan 3 1 1 00 0 00 0 00 2 48 0 00 0 00 2 0 2 1 00 0 00 0 00 0 00 1 00 0 00 3 1 00 0 00 0 00 0 00 0 00 1 00 (54)PURLIN LAPS Extensions (50)PANEL DESIGN LOADS Deflection *Ext Data SHEET 16 of 143 6 2 D -32 0 -32 0 0 00 86 00 Set _l Set_2 Set_3 Page 32 Of 285 I• I I MI i IIIIII 1111111 NM HCI Steel Buildings Inc. 6/12/2008 Page 33 Of 285 Job No 3980 I modify 1 I Job Nol 3980 I modify Customer Clallam Builde 6 Ex In Date 6/12/2008 1 Customer) Clallam Builder 6 Ex In I Date 6/12/2008 1 IDescriptionl Westport Shipyard Paint Designed FJR I Description West HCI STEEL BUILDING HCI STEEL BUILDING I port Shipyard Pa nt I Designed ByI FJR SYSTEMS. INC. I Checked fly DB SYSTEMS. INC. I 1 Checked Byj DB Id Opt Sets Left Right Quan Left Right Quan Left Right Quan (55)PURLIN STRAPS Data Set_1 Set_2 Set_3 Set_4 Opt Sets Strap Quan Strap Quan Strap Quan Strap Quan 0 (56)PURLIN STRAPS Extensions *Ext Data Set_1 Set_2 Set_3 Set_4 Id Opt Sets Strap Quan Strap Quan Strap Quan Strap Quan (57)PANEL SCREWS No *Zone Zone Part 0 Code file used was ROOFIBC 06 Version 3 0 3980 Roof Design Code 5/28/08 10 19am STRUCTURAL CODE Design Basis WS Hot Rolled Steel AISCO5 Cold Formed Steel NAUS01 BUILDING CODE Wind Code IBC Year 06 Seismic Zone D MODULUS OF ELASTICITY Hot Rolled Steel 29000 (ksi Cold Formed Steel 29500 (ksi Screw Washer Screw Screw Dia Dia Space Strength 3980 Purlin Layout Report (Surface 2) 5/28/08 10 19am SURFACE LAYOUT PURLIN LOCATION PURLIN LAYOUT SHEET 17 of 143 3980 Purlin Layout Report (Surface 2) 5/28/08 10 19am Surface No Peak Id Length Row Space 2 34 030 9 0 667 Purlin Surf Load Dead Edge Show Id Offset Space Width Load Wind Report 1 3 500 3 500 4 250 1 22 Y 2 8 500 5 000 4 280 1 21 3 12 061 3 561 4 030 1 29 4 16 561 4 500 4 500 1 15 5 21 061 4 500 4 500 1 15 6 25 561 4 500 4 750 1 09 Y 7 30 561 5 000 3 201 1 62 Y 8 31 962 1 401 1 401 3 70 Y 9 33 363 1 401 1 034 5 01 Y 34 030 0 667 Bay Span Purlin Span Lap(ft) No Unit Total Id Id Size (ft) Left Right Brace Weight Weight 1 8Z25U12 0 33 0 1 6 14 4 1 2 80251312 14 67 0 88 1 74 4 670 0 2 3 8Z25U12 18 67 0 88 0 88 2 97 8 880 2 3 4 8Z25U12 18 67 0 88 0 88 2 97 8 880 2 4 5 8Z25U12 18 67 0 88 0 88 2 97 8 880 2 5 6 8Z25U12 .14 67 0 88 1 74 4 670 0 7 8Z25U12 0 33 0 1 6 14 4 SPECIAL LOADS Load Location Total(1b)= 445 5 4009 2 Page 34 Of 285 age N I I= N MN I= NM UM MN NM HCI Steel Buildings Inc. 6/12/2008 Job No 3980 modify Customer' Clallam Builde Ex In Date 6/12/2008 Description' HCI STEEL BUILDING Westport Shipyard Pa nt 1 Designed By' FJR SYSTEMS INC. I I I Checked By I DB 3980 Start End Load_Type 0 000 3 400 Edge Zone Wind 30 630 34 030 Edge Zone Wind ROOF PURLIN PURLIN LAYOUT (Purlin Id= 1) LOAD COMBINATION 1 DL +CL +LL PURLIN ANALYSIS Purlin Layout Report (Surface 2) 5/28/08 10 19am 1 0 00 -0 04 0 00 0 00 0 00 0 01 2 0 73 -1 12 -1 24 0 01 -1 96 5 43 2 72 3 75 3 1 24 1 12 -1 14 1 26 3 75 2 71 -2 00 9 27 2 86 3 91 4 1 25 1 13 -1 13 -1 25 3 91 2 87 -1 91 9 33 2 87 3 91 5 1 26 1 14 -1 12 1 24 3 91 2 86 -2 00 9 40 2 71 3 75 L ..980 Purlin Design Report (Surface 2) 5/28/08 10 19am 6 1 24 1 12 -0 73 3 75 2 72 -1 96 9 24 0 01 7 0 04 0 00 0 01 0 00 0 33 0 00 DESIGN RUN 1 SURFACE 2 (Edge Strip Zone= 3 40) Bay Span Purlin Span Lap(ft) Load No Id Id Size (ft) Left Right Width Brace 1 8Z25U12 0 33 4 25 0 UNBRACE LENGTHS 1 2 8Z25U12 14 67 0 88 4 25 1 2 3 8Z25U12 18 67 0 88 0 88 4 25 2 Available 3 4 8Z25U12 18 67 0 88 0 88 4 25 2 Reduction 4 5 8125U12 18 67 0 88 0 88 4 25 2 Span Minor Cb Factor 5 6 8Z25U12 14 67 0 88 4 25 1 Id Major LS LL MS RL RS LS LL MS RL RS Out In 7 8Z25U12 0 33 4 25 0 Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup Page 35 Of 7 85 3980 STRENGTH /DEFLECTION SHEET 18 of 143 Job No' 3980 modify Customer' Clallam Builde Ex In I bate 1 6/12/2008 Description) Westport Shipyard Paint I Designed By' FJR S ST MS, INC.LDING I I I Checked B I DB LAP BOLT SHEAR /BEARING Bolt 0 500 )A325 Purlin Design Report (Surface 2) 5/28/08 10 19am Span Shear(k Moment(f -k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 RS -0 04 11 71 0 00 RS 0 01 8 84 0 00 LS 0 00 0 01 2 RL 1 12 11 71 0 10 RL 2 72 8 84 0 31 RL 0 12 -0 14 3 RL -1 14 11 71 0 10 RL 2 86 8 84 0 32 RL 0 13 -0 21 4 RL -1 13 11 71 0 10 RL 2 87 8 84 0 32 RL 0 13 -0 19 5 LL 1 14 11 71 0 10 LL 2.86 8 84 0 32 LL 0 13 -0 21 6 LL 1 12 11 71 0 10 LL 2 72 8 84 0 31 LL 0 12 -0 14 7 LS 0 04 11 71 0 00 LS 0 01 8 84 0 00 LS 0 00 0 01 1 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 2 14 7 7 3 7 3 7 3 2 9 0 9 1 00 1 00 1 75 1 67 1 00 0 00 0 00 3 18 7 0 9 2 9 6 2 3 1 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 4 18 7 0 9 3 1 6 2 3 1 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 5 18 7 0 9 3 1 6 2 2 9 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 6 14 7 0 9 2 9 7 3 7 3 7 3 1 00 1 67 1 75 1 00 1 00 0 00 0 00 7 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 Page 36 Of 285 =I MIN HCI Steel Buildings, Inc. 6/12/2008 Job No' 3980 I mo dif y Customer I Clallam Builde a Ex In I Date 1 6/12/2008 HCI STEEL BUILDING 'Description' Westport Shipyard Pa nt I Designed By FJR SYSTEMS, INC. I 1 1 Checked Byl DB 3980 Purlin Design Report (Surface 2) Span Lap_Shear(k Shear_Ratio Id Left Right Left Right 2 1 07 0 38 3 107 112 038 040 4 1 12 1 12 0 40 0 40 5 1 12 1 07 0 40 0 38 6 1 07 0 38 LOAD COMBINATION 8 DL +CL +SL PURLIN ANALYSIS STRENGTH /DEFLECTION 5/28/08 10 19am Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup Span Shear(k Moment(f -k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow Page 37 Of 285 Page 38 Of 285 HCI STEEL BUILDING SYSTEMS, INC. SHEET 19 of 143 Job No' 3980 1 modify Customer' Clallam Builde a Ex In I Date 1 6/12/2008 Description' Westport Shipyard Pa nt I Designed Hy' FJR I Checked By' DB 3980 Purlin Design Report (Surface 2) 7 LS 0 05 11 71 0 00 LS 0 01 8 84 0 00 LS 0 00 0 01 UNBRACE LENGTHS 1 0 00 -0 05 0 00 0 00 0 00 0 01 Span Lap_Shear(k Shear_Ratio 2 0 84 -1 30 -1 43 0 01 2 27 5 43 3 15 4 34 Id Left Right Left Right 3 1 44 1 30 -1 32 1 46 4 34 3 14 2 31 9 27 3 31 4 53 4 1 45 1 31 -1 31 1 45 4 53 3 32 2 22 9 33 3 32 4 53 2 1 24 0 45 5 1 46 1 32 1 30 -1 44 4 53 3 31 2 31 9 40 3 14 4 34 3 1 24 1 29 0 45 0 47 6 1 43 1 30 -0 84 4 34 3 15 2 27 9 24 0 01 4 1 29 1 29 0 47 0 47 7 0 05 0 00 0 01 0 00 0 33 0 00 5 1 29 1 24 0 47 0 45 6 1 24 0 45 5/28/08 10 19am Available Reduction Span Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In 1 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 2 14 7 7 3 7 3 7 3 2 9 0 9 1 00 1 00 1 75 1 67 1 00 0 00 0 00 3 18 7 0 9 2 9 6 2 3 1 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 4 18 7 0 9 3 1 6 2 3 1 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 5 18 7 0 9 3 1 6 2 2 9 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 6 14 7 0 9 2 9 7 3 7 3 7 3 1 00 1 67 1 75 1 00 1 00 0 00 0 00 7 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 LOAD COMBINATION 8 3 DL +CL +0 75LL +0 75WP 1 RS -0 05 11 71 0 00 RS 0 01 8 84 0 00 LS 0 00 0 01 2 RL -1 30 11 71 0 11 RL 3 15 8 84 0 36 RL 0 16 -0 16 PURLIN ANALYSIS 3 RL -1 32 11 71 0 11 RL 3 31 8 84 0 38 RL 0 17 -0 24 4 RL -1 31 11 71 0 11 RL 3 32 8 84 0 38 RL 0 17 -0 22 Shear(k Moment(f -k 5 LL 1 32 11 71 0 11 LL 3 31 8 84 0 38 LL 0 17 -0 24 Span Left Left Right Right Left Left MidSpan Right Right 6 LL 1 30 11 71 0 11 LL 3 15 8 84 0 36 LL 0 16 -0 16 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup MIN MINI 111111 NM MI MI UM IM 11•1 1.11 11111 NM MI HCI Steel Buildings Inc. 6/12/2008 STEEL BUILDING Job No 1 3980 I modify 1 Job Not 3980 H modify Customer I Clallam Builde Ex In I Date 1 6/12/2008 Customer) Clallam Builde Ex In I Date :12/2008 Description Westport Shipyard Paint I Designed B� FJR I Description Westport Shipyard Pa nt Designed R CI HCI STEEL BUILDING SYSTEMS. INC. I I Checked ey I DB SYSTEMS. INC. Checked By I 3980 1 0 00 -0 05 0 00 0 00 0 00 0 01 2 0 78 -1 21 1 33 0 01 -2 12 5 43 2 93 4 04 3 1 34 1 21 -1 23 -1 36 4 04 2 93 -2 15 9 27 3 09 4 22 4 1 35 1 22 -1 22 -1 35 4 22 3 10 2 07 9 33 3 10 4 22 5 1 36 1 23 1 21 -1 34 4 22 3 09 2 15 9 40 2 93 4 04 6 1 33 1 21 -0 78 4 04 2 93 2 12 9 24 0 01 7 0 05 0 00 0 01 0 00 0 33 0 00 STRENGTH /DEFLECTION Span Shear(k Moment(f -k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow UNBRACE LENGTHS Purlin Design Report (Surface 2) 5/28/08 10 19am Page 39 Of 285 Page 40 Of 285 3980 SHEET 20 of 143 Span Lap_Shearlk Shear_Ratio Id Left Right Left Right 2 1 16 0 42 3 1 16 1 21 0 42 0 43 4 1 21 1 21 0 43 0 43 5 1 21 1 16 0 43 0 42 6 1 16 0 42 Purlin Design Report (Surface 2) 5/28/08 10 19am LOAD COMBINATION 4 DL +CL +0 759L +0 75WP 1 RS -0 05 11 71 0 00 RS 0 01 8 84 0 00 LS 0 00 0 01 2 RL 1 21 11 71 0 10 RL 2 93 8 84 0 33 RL 0 14 -0 15 PURLIN ANALYSIS 3 RL' 1 23 11 71 0 11 RL 3 09 8 84 0 35 RL 0 15 -0 22 4 LL 1 22 11 71 0 10 LL 3 10 8 84 0 35 LL 0 15 -0 21 Shear(k Moment(f -k 5 LL 1 23 11 71 0 11 LL 3 09 8 84 0 35 LL 0 15 -0 22 Span Left Left Right Right Left Left MidSpan Right Right 6 LL 1 21 11 71 0 10 LL 2 93 8 84 0 33 LL 0 14 -0 15 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 7 LS 0 05 11 71 0 00 LS 0 01 8 84 0 00 LS 0 00 0 01 1 0 00 -0 05 0 00 0 00 0 00 0 01 2 0 87 -1 34 1 48 0 01 -2 35 5 43 3 26 4 49 3 1 49 1 35 -1 37 -1 51 4 49 3 25 -2 39 9 27 3 43 4 69 Available 4 1 50 1 36 -1 36 -1 50 4 69 3 44 -2 29 9 33 3 44 4 69 Reduction 5 1 51 1 37 -1 35 -1 49 4 69 3 43 -2 39 9 40 3 25 4 49 Span Minor Cb Factor 6 1 48 1 34 -0 87 4 49 3 26 -2 35 9 24 0 01 Id Major LS LL MS RL RS LS LL MS RL RS Out In 7 0 05 0 00 0 01 0 00 0 33 0 00 1 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 2 14 7 7 3 7 3 7 3 2 9 0 9 1 00 1 00 1 75 1 67 1 00 0 00 0 00 STRENGTH /DEFLECTION 3 18 7 0 9 2 9 6 2 3 1 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 4 18 7 0 9 3 1 6 2 3 1 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 Span Shear(k Moment(f k Mom +Shr Deflection(in) 5 18 7 0 9 3 1 6 2 2 9 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 6 14 7 0 9 2 9 7 3 7 3 7 3 1 00 1 67 1 75 1 00 1 00 0 00 0 00 7 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 1 RS -0 05 11 71 0 00 RS 0 01 8 84 0 00 LS 0 00 0 02 2 RL -1 34 11 71 0 11 RL 3 26 8 84 0 37 RL 0 17 -0 17 3 RL -1 37 11 71 0 12 RL 3 43 8 84 0 39 RL 0 19 -0 25 LAP BOLT SHEAR /BEARING 4 RL -1 36 11 71 0 12 RL 3 44 8 84 0 39 RL 0 19 -0 23 5 LL 1 37 11 71 0 12 LL 3 43 8 84 0 39 LL 0 19 -0 25 Bolt 0 500 (A325 6 LL 1 34 11 71 0 11 LL 3 26 8 84 0 37 LL 0 17 -0 17 1 M l♦ I♦ IMIN HCI Steel Buildings, Inc. HCI STEEL BUILDING SYSTEMS, INC. 3980 7 LS 0 05 11 71 0 00 LS 0 01 8 84 0 00 LS 0 00 0 02 UNBRACE LENGTHS LAP BOLT SHEAR /BEARING Span Lap_Shear(k Shear_Ratio Id Left Right Left Right LOAD COMBINATION 8 5 0 6DL +WS PURLIN ANALYSIS Job No 1 3980 I modify I Customer' Clallam Builde 6 Ex In I Date 1 Description1 Westport Shipyard Pa nt I De igned -'I FJR Checked Byj DB Purlin Design Report (Surface 2) 5/28/08 10 19am Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup Page 41 Of 285 HCI STEEL BUILDING SYSTEMS, INC. 3980 UNBRACE LENGTHS l♦ 6/12/2008 Job Not 3980 Purlin Design Report (Surface 2) modify I Customer) Clallam Builde 6 Ex In I Date 1 6/12/2008 Description' Westport Shipyard Paint I Designed By' FJR I Checked By' DB 5/28/08 10 19am 1 0 00 0 04 0 00 0 00 0 00 -0 01 2 -0 60 0 88 0 98 -0 01 1 57 5 57 2 14 2 96 3 -0 97 -0 88 0 89 0 99 2 96 -2 14 1 56 9 28 2 25 3 07 Available 4 -0 98 -0 89 0 89 0 98 3 07 -2 25 1 51 9 33 2 25 -3 07 Reduction 5 -0 99 -0 89 0 88 0 97 -3 07 -2 25 1 56 9 39 2 14 -2 96 Span Minor Cb Factor 6 -0 98 -0 88 0 60 -2 96 -2 14 1 57 9 09 -0 01 Id Major LS LL MS RL RS LS LL MS RL RS Out In 7 -0 04 0 00 -0 01 0 00 0 33 0 00 1 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 2 14 7 7 3 7 3 7 3 2 9 0 9 1 00 1 00 1 75 1 67 1 00 0 00 0 00 STRENGTH /DEFLECTION 3 18 7 0 9 2 9 6 2 3 1 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 4 18 7 0 9 3 1 6 2 3 1 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 Span Shear(k Moment(f -k Mom +Shr Deflection(in) 5 18 7 0 9 3 1 6 2 2 9 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 6 14 7 0 9 2 9 7 3 7 3 7 3 1 00 1 67 1 75 1 00 1 00 0 00 0 00 7 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 1 RS 0 04 11 71 0 00 RS -0 01 8 84 0 00 LS 0 00 -0 01 2 RL 0 88 11 71 0 08 RL 2 14 8 84 0 24 RL 0 07 0 11 3 RL 0 89 11 71 0 08 RL -2 25 8 84 0 25 RL 0 08 0 16 4 RL 0 89 11 71 0 08 RL 2 25 8 84 0 25 RL 0 08 0 15 5 LL -0 89 11 71 0 08 LL 2 25 8 84 0 25 LL 0 08 0 16 Bolt 0 500 (A325 6 LL -0 88 11 71 0 08 LL -2 14 8 84 0 24 LL 0 07 0 11 7 LS -0 04 11 71 0 00 LS -0 01 8 84 0 00 LS 0 00 -0 01 2 1 28 0 46 Available 3 1 28 1 34 0 46 0 48 Reduction 4 1 34 1 34 0 48 0 48 Span Minor Cb Factor 5 1 34 1 28 0 48 0 46 Id Major LS LL MS RL RS LS LL MS RL RS Out In 6 1 28 0 46 SHEET 21 of 143 1 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 2 14 7 7 3 7 3 7 3 2 9 0 9 1 00 1 00 1 75 1 67 1 00 0 00 0 00 3 18 7 0 9 2 9 6 2 3 1 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 4 18 7 0 9 3 1 6 2 3 1 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 5 18 7 0 9 3 1 6 2 2 9 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 6 14 7 0 9 2 9 7 3 7 3 7 3 1 00 1 67 1 75 1 00 1 00 0 00 0 00 7 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 Page 42 Of 285 IIIIII NS IIIIII =I MN MN NM Ma MN nil 11.111 HCI Steel Buildings Inc. 6/12/2008 HCI STEEL BUILDING SYSTEMS. INC. 3980 Purlin Design Report (Surface 2) Span Lap_Shear(k Shear_Ratio Id Left Right Left Right 2 0 84 0 30 3 0 84 0 88 0 30 0 32 4 0 88 0 88 0 32 0 32 5 0 88 0 84 0 32 0 30 6 0 84 0 30 LOAD COMBINATION 6 DL +CL +SL /2 +AUX3 PURLIN ANALYSIS Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup STRENGTH /DEFLECTION Job No 1 3980 I co dif y Customer I Clallam Builde 6 Ex In I Date 1 6/12/2008 Description' Westport Shipyard Pa nt I Designed By' FJR Checked By' DB 5/28/08 10 19am Span Shear(k Moment(f -k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow Page 43 Of 285 HCI STEEL BUILDING SYSTEMS, INC. 3980 7 LS 0 03 11 71 0 00 LS 0 01 8 84 0 00 LS 0 00 0 01 UNBRACE LENGTHS SHEET 22 of 143 Available Reduction Span Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In 1 0 3 0 3 0 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 2 14 7 7 3 7 3 7 3 3 1 0 9 1 00 1 00 1 75 1 67 1 00 0 00 0 00 3 18 7 0 9 3 0 6 2 2 4 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 4 18 7 0 9 4 2 6 2 3 1 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 5 18 7 0 9 2 8 6 2 2 9 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 6 14 7 0 9 3 0 7 3 7 3 7 3 1 00 1 67 1 75 1 00 1 00 0 00 0 00 7 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 1 0 00 -0 05 0 00 0 00 0 00 0 01 Span Lap_Shear(k Shear_Ratio 2 0 83 -1 31 -1 45 0 01 2 19 5 33 3 35 4 56 Id Left Right Left Right 3 1 49 1 35 1 27 -1 40 4 56 3 32 -2 60 9 61 2 59 3 76 4 1 00 0 91 -0 81 -0 90 3 76 2 92 -1 19 9 86 2 02 2 77 2 1 30 0 47 5 0 94 0 85 -0 87 -0 96 2 77 1 98 -1 60 9 26 2 11 2 91 3 1 30 1 07 0 47 0 39 6 0 95 0 86 -0 55 2 91 2 13 -1 47 9 28 0 01 4 1 07 0 79 0 39 0 28 7 0 03 0 00 0 01 0 00 0 33 0 00 5 0 79 0 83 0 28 0 30 6 0 83 0 30 Job No 1 3980 I modify Customer Clallam Builde 6 Ex In 1 Date 1 6/12/2008 Description' Westport Shipyard Pa nt I Designed By' FJR 1 1 Checked By' DB LOAD COMBINATION 7 DL +CL +SL /2 +AUX4 Purlin Design Report (Surface 2) 5/28/08 10 19am 1 RS -0 05 11 71 0 00 RS 0 01 8 84 0 00 LS 0 00 0 01 2 RL -1 31 11 71 0 11 RL 3 35 8 84 0 38 RL 0 18 -0 15 PURLIN ANALYSIS 3 LL 1 35 11 71 0 12 LL 3 32 8 84 0 38 LL 0 18 -0 30 4 LL 0 91 11 71 0 08 LL 2 92 8 84 0 33 LL 0 13 -0 09 Shear(k Moment(f -k 5 RL -0 87 11 71 0 07 RL 2 11 8 84 0 24 RL 0 07 -0 17 Span Left Left Right Right Left Left MidSpan Right Right 6 LL 0 86 11 71 0 07 LL 2 13 8 84 0 24 LL 0 07 -0 10 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup Page 44 Of 285 In NM IIIII1 MO NM NM 11.1 1.11 NM MS HCI Steel Buildings Inc. 6/12/2008 Page 45 Of 285 1011 I Job No 1 3980 I modify I I Job No 1 3980 I modify Customer' Clallam Builde 6 Ex In I Data 1 6/12/2008 L De... Customer' Clallam Builde 6 Ex In I Date 1 6/12/2008 i tlon p Westport Shipyard Pa nt Designed By FJR Description Westport Shipyard Paint Designed II FJR SYSTEMS, INC. 1 Checked I HCI STEEL BUILDING I s�s',,,,I DB SYSTEMS, INC. I I I Checked Hy I DB HCI STEEL BUILDING 3980 STRENGTH /DEFLECTION UNBRACE LENGTHS Purlin Design Report (Surface 2) 5/28/08 10 19am Span Shear(k Moment(f -k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 3980 1 0 00 -0 03 0 00 0 00 0 00 0 01 Span Lap_Shear(k Shear_Ratio 2 0 50 -0 90 -0 99 0 01 1 23 4 92 2 78 3 61 Id Left Right Left Right 3 1 38 1 24 -1 38 -1 52 3 61 2 46 2 50 8 88 3 66 4 92 4 1 51 1 38 -1 25 -1 38 4 92 3 66 -2 45 9 76 2 55 3 70 2 1 03 0 37 5 1 01 0 92 -0 81 -0 89 3 70 2 86 -1 28 9 88 1 91 2 65 3 1 03 1 41 0 37 0 51 6 0 93 0 84 -0 57 2 65 1 88 1 57 9 11 0 01 4 1 41 1 06 0 51 0 38 7 0 03 0 00 0 01 0 00 0 33 0 00 5 1 06 0 76 0 38 0 27 6 0 76 0 27 SHEET 23 of 143 LOAD COMBINATION 6 8 DL +CL +SL /2 +AUX5 Purlin Design Report (Surface 2) 5/28/08 10 19am 1 RS -0 03 11 71 0 00 RS 0 01 8 84 0 00 LS 0 00 0 01 2 RL -0 90 11 71 0 08 RL 2 78 8 84 0 31 RL 0 11 -0 06 PURLIN ANALYSIS 3 RL 1 38 11 71 0 12 RL 3 66 8 84 0 41 RL 0 21 -0 27 4 LL 1 38 11 71 0 12 LL 3 66 8 84 0 41 LL 0 21 -0 26 Shear(k Moment(f -k 5 LL 0 92 11 71 0 08 LL 2 86 8 84 0 32 LL 0 12 -0 11 Span Left Left Right Right Left Left MidSpan Right Right 6 LL 0 84 11 71 0 07 LL 1 88 8 84 0 21 LL 0 06 -0 12 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 7 LS 0 03 11 71 0 00 LS 0 01 8 84 0 00 LS 0 00 0 01 1 0 00 -0 03 0 00 0 00 0 00 0 01 2 0 57 -0 84 -0 93 0 01 -1 57 5 56 1 88 2 65 3 0 89 0 81 -0 92 -1 01 2 65 1 91 1 28 8 78 86 3 70 Available 4 1 38 1 25 -1 38 -1 51 3 70 2 55 2 45 8 91 3 66 4 92 Reduction 5 1 52 1 38 -1 24 -1 38 4 92 3 66 2 50 9 79 2 46 3 61 Span Minor Cb Factor 6 0 99 0 90 -0 50 3 61 2 78 -1 23 9 74 0 01 Id Major LS LL MS RL RS LS LL MS RL RS Out In 7 0 03 0 00 0 01 0 00 0 33 0 00 1 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 2 14 7 7 3 7 3 7 3 4 0 0 9 1 00 1 00 1 75 1 67 1 00 0 00 0 00 STRENGTH /DEFLECTION 3 187 0 9 23 62 32 09 100167100167100 000000 4 18 7 0 9 3 3 6 2 2 4 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 Span Shear(k Moment(f -k Mom +Shr Deflection(in) 5 18 7 0 9 4 0 6 2 2 9 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 6 14 7 0 9 2 7 7 3 7 3 7 3 1 00 1 67 1 75 1 00 1 00 0 00 0 00 7 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 1 RS -0 03 11 71 0 00 RS 0 01 8 84 0 00 LS 0 00 0 01 2 RL -0 84 11 71 0 07 RL 1 88 8 84 0 21 RL 0 06 -0 12 3 RL -0 92 11 71 0 08 RL 2 86 8 84 0 32 RL 0 12 -0 11 LAP BOLT SHEAR /BEARING 4 RL 1 38 11 71 0 12 RL 3 66 8 84 0 41 RL 0 21 -0 26 5 LL 1 38 11 71 0 12 LL 3 66 8 84 0 41 LL 0 21 -0 27 Bolt 0 500 (A325 6 LL 0 90 11 71 0 08 LL 2 78 8 84 0 31 LL 0 11 -0 06 Page 46 Of 285 NM E MI On NM 1.11 llllllll■ HCI Steel Buildings Inc. 6/12/2008 Job No 3980 I modify I Customer I Clallam Builder S Ex In I Date 1 6/12/2008 HCI STEEL BUILDING Description) Westport Shipyard Pa nt I Designed ByI FJR SYSTEMS. INC. I I Checked Byi 08 3980 Purlin Design Report (Surface 2) 5/28/08 10 19am 7 LS 0 03 11 71 0 00 LS 0 01 8 84 0 00 LS 0 00 0 01 UNBRACE LENGTHS LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 PURLIN ANALYSIS Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup Page 47 Of 285 I Job No 1 3980 I modify I 1 Customer I Clallam Builde s Ex In I Date 1 6/12/2008 I I DeacrrptionJ Westport Shipyard Pa nt I Designed ByI FJR HCI STEEL BUILDING SYSTEMS. INC. I I I Checked By' DB 3980 SHEET 24 of 143 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 Purlin Design Report (Surface 2) 5/28/08 10 19am 1 0 00 -0 03 0 00 0 00 0 00 0 01 2 0 55 -0 86 -0 95 0 01 -1 47 5 39 2 13 2 91 3 0 96 0 87 -0 85 -0 94 2 91 2 11 -1 60 9 41 1 98 2 77 Available 4 0 90 0 81 -0 91 -1 00 2 77 2 02 -1 19 8 81 2 92 3 76 Reduction 5 1 40 1 27 -1 35 -1 49 3 76 2 59 -2 60 9 06 3 32 4 56 Span Minor Cb Factor 6 1 45 1 31 -0 83 4 56 3 35 2 19 9 33 0 01 Id Major LS LL MS RL RS LS LL MS RL RS Out In 7 0 05 0 00 0 01 0 00 0 33 0 00 1 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 2 14 7 7 3 7 3 7 3 2 7 0 9 1 00 1 00 1 75 1 67 1 00 0 00 0 00 STRENGTH /DEFLECTION 3 18 7 0 9 2 9 6 2 4 0 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 4 18 7 0 9 2 4 6 2 3 3 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 Span Shear(k Moment(f -k Mom +Shr Deflection(in) 5 18 7 0 9 3 2 6 2 2 3 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 6 14 7 0 9 4 0 7 3 7 3 7 3 1 00 1 67 1 75 1 00 1 00 0 00 0 00 7 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 1 RS -0 03 11 71 0 00 RS 0 01 8 84 0 00 LS 0 00 0 01 2 RL -0 86 11 71 0 07 RL 2 13 8 84 0 24 RL 0 07 -0 10 3 LL 0 87 11 71 0 07 LL 2 11 8 84 0 24 LL 0 07 -0 17 4 RL -0 91 11 71 0 08 RL 2 92 8 84 0 33 RL 0 13 -0 09 5 RL -1 35 11 71 0 12 RL 3 32 8 84 0 38 RL 0 18 -0 30 6 LL 1 31 11 71 0 11 LL 3 35 8 84 0 38 LL 0 18 -0 15 7 LS 0 05 11 71 0 00 LS 001 8 84 000 LS 000 001 Span Lap_Shear(k Shear_Ratio Id Left Right Left Right UNBRACE LENGTHS 2 0 76 0 27 Available 3 0 76 1 06 0 27 0 38 Reduction 4 1 06 1 41 0 38 0 51 Span Minor Cb Factor 5 1 41 1 03 0 51 0 37 Id Major LS LL MS RL RS LS LL MS RL RS Out In 6 1 03 0 37 1 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 2 14 7 7 3 7 3 7 3 3 0 0 9 1 00 1 00 1 75 1 67 1 00 0 00 0 00 LOAD COMBINATION 8 9 DL +CL +SL /2 +AUX6 3 18 7 0 9 2 9 6 2 2 8 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 4 18 7 0 9 3 1 6 2 4 2 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 5 18 7 0 9 2 4 6 2 3 0 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 6 14 7 0 9 3 1 7 3 7 3 7 3 1 00 1 67 1 75 1 00 1 00 0 00 0 00 7 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 Page 48 Of 285 I= i• I• N ININ I i• i• i• ilk 11.11 IMO 111111 HCI Steel Buildings, Inc. 6/12/2008 HCI STEEL BUILDING SYSTEMS. INC. 3980 Purlin Design Report (Surface 2) Span Lap_Shear(k Shear_Ratio Id Left Right Left Right 2 0 83 0 30 3 0 83 0 79 0 30 0 28 4 0 79 1 07 0 28 0 39 5 1 07 1 30 0 39 0 47 6 1 30 0 47 LOAD COMBINATION 010 DL +CL +SL /2 +AUX1 PURLIN ANALYSIS Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup STRENGTH /DEFLECTION Job No 3980 1 modify Customer' Clallam Builde 6 Ex In I Date 1 6/12/2008 Description' Westport Shipyard Paint 1 Designed Byl FJR I Checked Byl DB 5/28/08 10 19am Page 49 Of 285 HCI STEEL BUILDING SYSTEMS INC. 3980 7 LS 0 03 11 71 0 00 LS 0 01 8 84 0 00 LS 0 00 0 01 UNBRACE LENGTHS SHEET 25 of 143 Available Reduction Span Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In 1 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 2 14 7 7 3 7 3 7 3 2 2 0 9 1 00 1 00 1 75 1 67 1 00 0 00 0 00 3 18 7 0 9 3 8 6 2 3 1 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 4 18 7 0 9 2 9 6 2 3 1 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 5 18 7 0 9 3 1 6 2 2 9 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 6 14 7 0 9 2 9 7 3 7 3 7 3 1 00 1 67 1 75 1 00 1 00 0 00 0 00 7 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 1 0 00 -0 05 0 00 0 00 0 00 0 01 Span Lap_Shear(k Shear_Ratio 2 0 90 -1 24 1 38 0 01 2 58 5 78 2 39 3 53 Id Left Right Left Right 3 0 99 0 90 -0 82 -0 91 3 53 2 71 1 28 9 72 2 04 2 80 4 0 94 0 85 -0 87 -0 96 2 80 2 01 1 53 9 21 2 22 3 03 2 1 01 0 36 5 0 96 0 87 -0 85 -0 94 3 03 2 23 -1 50 9 43 2 06 2 84 3 1 01 0 80 0 36 0 29 6 0 94 0 85 -0 55 2 84 2 06 -1 50 9 23 0 01 4 0 80 0 86 0 29 0 31 7 0 03 0 00 0 01 0 00 0 33 0 00 5 0 86 0 81 0 31 0 29 6 0 81 0 29 C I II I Job Nol 3980 I modify Customer I Clallam Builde 6 Ex In I Date 1 6/12/2008 Description' Westport Shipyard Pa nt I Designed Byl FJR I Checked By' DB LOAD COMBINATION 011 DL +CL +SL /2 +AUX2 Purlin Design Report (Surface 2) 5/28/08 10 19am Span Shear(k Moment(f k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 RS -0 05 11 71 0 00 RS 0 01 8 84 0 00 LS 0 00 0 02 2 RL -1 24 11 71 0 11 MS -2 58 7 56 0 34 RL 0 10 -0 21 PURLIN ANALYSIS 3 LL 0 90 11 71 0 08 LL 2 71 8 84 0 31 LL 0 11 -0 11 4 RL -0 87 11 71 0 07 RL 2 22 8 84 0 25 RL 0 08 -0 16 Shear(k Moment(f -k 5 LL 0 87 11 71 0 07 LL 2 23 8 84 0 25 LL 0 08 -0 15 Span Left Left Right Right Left Left MidSpan Right Right 6 LL 0 85 11 71 0 07 LL 2 06 8 84 0 23 LL 0 07 -0 11 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup Page 50 Of 285 MLIAIIIMbudIlir,140111111111111111• Job No 3980 I modify 111 I Customer I Clallam Builde 6 Ex In I I Date 1 12/2008 Desori lion Designed FJ P I Westport Shipyard Paint ge HCI STEEL BUILDING I Checked BY SYSTEMS. INC. DB STRENGTH /DEFLECTION 3980 Purlin Design Report (Surface 2) 5/28/08 10 19am 1 0 00 -0 03 0 00 0 00 0 00 0 01 2 0 55 -0 85 -0 94 0 01 -1 50 5 44 2 06 2 84 3 0 94 0 85 -0 87 -0 96 2 84 2 06 -1 50 9 24 2 23 3 03 4 0 96 0 87 -0 85 -0 94 3 03 2 22 -1 53 9 45 2 01 2 80 5 0 91 0 82 -0 90 -0 99 2 80 2 04 -1 28 8 95 2 71 3 53 6 1 38 1 24 -0 90 3 53 2 39 -2 58 8 88 0 01 7 005 000 001 000 0 33 000 Span Shear(k Moment(f Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow Page 51 Of 285 Page 52 Of 285 SHEET 26 of 143 Job 3980 Customer I Clallam Builde 6 Exc. In Description' Westport Shipyard Paint HCI STEEL BUILDING SYSTEMS. INC. modify I I Date 1 6/12/2008 Designed By' FJR Checked By DB 3980 Purlin Design Report (Surface 2) 5/28/08 10 19am Span Lap_Shear(k Shear Ratio Id Left Right Left Right 2 0 81 0 29 3 081 086 029 031 4 086 080 031 029 5 0 80 1 01 0 29 0 36 6 1 01 0 36 LOAD COMBINATION 812 DL +CL +SL -1 OAUX1 1 RS -0 03 11 71 0 00 RS 0 01 8 84 0 00 LS 0 00 0 01 2 RL -0 85 11 71 0 07 RL 2 06 8 84 0 23 RL 0 07 -0 11 PURLIN ANALYSIS 3 RL -0 87 11 71 0 07 RL 2 23 8 84 0 25 RL 0 08 -0 15 4 LL 0 87 11 71 0 07 LL 2 22 8 84 0 25 LL 0 08 -0 16 Shear(k Moment(f -k 5 RL -0 90 11 71 0 08 RL 2 71 8 84 0 31 RL 0 11 -0 11 Span Left Left Right Right Left Left MidSpan Right Right 6 LL 1 24 11 71 0 11 MS -2 58 7 56 0 34 LL 0 10 -0 21 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 7 LS 0 05 11 71 0 00 LS 0 01 8 84 0 00 LS 0 00 0 02 1 0 00 -0 03 0 00 0 00 0 00 0 01 UNBRACE LENGTHS 2 0 50 -0 91 -1 00 0 01 -1 21 4 88 2 83 3 66 3 1 39 1.25 -1 37 -1 50 3 66 2 51 -2 57 8 97 3 46 4 71 Available 4 1 46 1 32 -1 30 -1 43 4 71 3 49 -2 15 9 41 3 29 4 48 Reduction 5 1 45 1 32 -1 30 -1 44 4 48 3 27 -2 33 9 38 3 15 4 35 Span Minor Cb Factor 6 1 43 1 30 -0 84 4 35 3 16 -2 27 9 25 0 01 Id Major LS LL MS RL RS LS LL MS RL RS Out In 7 0 05 0 00 0 01 0 00 0 33 0 00 1 03 03 03 03 03 03 100100100100100 000000 2 14 7 7 3 7 3 7 3 2 9 0 9 1 00 1 00 1 75 1 67 1 00 0 00 0 00 STRENGTH /DEFLECTION 3 18 7 0 9 2 9 6 2 3 1 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 4 18 7 0 9 3 1 6 2 2 9 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 Span Shear(k Moment(f -k Mom +Shr Deflection(in) 5 18 7 0 9 3 1 6 2 3 8 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 6 14 7 0 9 2 2 7 3 7 3 7 3 1 00 1 67 1 75 1 00 1 00 0 00 0 00 7 0 3 0 3 0 3 0 3 0 3 0 3 1 0 0 1 0 0 1 0 0 1 0 0 1 0 0 0 0 0 0 0 0 1 RS 0 03 11 71 0 00 RS 001 884 000 LS 000 001 2 RL -0 91 11 71 0 08 RL 2 83 8 84 0 32 RL 0 12 -0 06 3 RL -1 37 11 71 0 12 RL 3 46 8 84 0 39 RL 0 19 -0 29 LAP BOLT SHEAR /BEARING• 4 LL 1 32 11 71 0 11 LL 3 49 8 84 0 40 LL 0 19 -0 21 5 LL 1 32 11 71 0 11 LL 3 27 8 84 0 37 LL 0 17 -0 24 Bolt 0 500 (A325 6 LL 1 30 11 71 0 11 LL 3 16 8 84 0 36 LL 0 16 -0 16 Nil it i♦ f♦ i♦ HCI Steel Buildings Inc. 6/12/2008 I Job No 1 3980 I modify 1 1:1 Customer) Clallam Builde 6 Ex In I Date l 6/12/2008 Designed By Des riptionl Westport Shipyard Pa nt l FJR HCI STEEL BUILDING l MS. INC. i 1 Checked By DB SYSTE 3980 Purlin Design Report (Surface 2) 5/28/08 10 19am 7 LS 0 05 11 71 0 00 LS 0 01 8 84 0 00 LS 0 00 0 01 UNBRACE LENGTHS LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 Span Lap_Shear(k Shear_Ratio Id Left Right Left Right 2 1 05 0 38 3 1 05 1 35 0 38 0 48 4 1 35 1 28 0 48 0 46 5 1 28 1 24 0 46 0 45 6 1 24 0 45 LOAD COMBINATION 013 DL +CL +SL -1 OAUX2 PURLIN ANALYSIS Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup Page 53 Of 285 SHEET 27 of 143 I Job Not 3980 I modify l F Customer I Clallam Builde s Exc In I Date 1 6/12/2008 Description1 Westport Shipyard Pa nt l Designed Byl FJR HCI STEEL BUILDING SYSTEMS, INC. l Checked By' DB 3980 1 0 00 -0 05 0 00 0 00 0 00 0 01 2 0 84 -1 30 -1 43 0 01 -2 27 5 42 3 16 4 35 3 1 44 1 30 -1 32 -1 45 4 35 3 15 33 9 29 3 27 4 48 Available 4 1 43 1 30 -1 32 -1 46 4 48 3 29 -2 15 9 25 3 49 4 71 Reduction 5 1 50 1 37 -1 25 -1 39 4 71 3 46 -2 57 9 70 2 51 3 66 Span Minor Cb Factor 6 1 00 0 91 -0 50 3 66 2 83 -1 21 9 78 0 01 Id Major LS LL MS RL RS LS LL MS RL RS Out In 7 0 03 0 00 0 01 0 00 0 33 0 00 1 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 2 14 7 7 3 7 3 7 3 4 0 0 9 1 00 1 00 1 75 1 67 1 00 0 00 0 00 STRENGTH /DEFLECTION 3 18 7 0 9 2 3 6 2 3 1 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 4 18 7 0 9 3 3 6 2 3 1 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 Span Shear(k Moment(f -k Mom +Shr Deflection(in) 5 18 7 0 9 3 0 6 2 2 9 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 6 14 7 0 9 3 0 7 3 7 3 7 3 1 00 1 67 1 75 1 00 1 00 0 00 0 00 7 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 1 RS -0 05 11 71 0 00 RS 0 01 8 84 0 00 LS 0 00 0 01 2 RL -1 30 11 71 0 11 RL 3 16 8 84 0 36 RL 0 16 -0 16 3 RL -1 32 11 71 0 11 RL 3 27 8 84 0 37 RL 0 17 -0 24 4 RL -1 32 11 71 0 11 RL 3 49 8 84 0 40 RL 0 19 -0 21 5 LL 1 37 11 71 0 12 LL 3 46 8 84 0 39 LL 0 19 -0 29 6 LL 0 91 11 71 0 08 LL 2 83 8 84 0 32 LL 0 12 -0 06 7 LS 0 03 11 71 0 00 LS 0 01 8 84 0 00 LS 0 00 0 01 UNBRACE LENGTHS Available Reduction Span Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In 1 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 2 14 7 7 3 7 3 7 3 3 0 0 9 1 00 1 00 1 75 1 67 1 00 0 00 0 00 3 18 7 0 9 2 9 6 2 3 0 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 4 18 7 0 9 3 1 6 2 3 3 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 5 18 7 0 9 3 1 6 2 2 3 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 6 14 7 0 9 4 0 7 3 7 3 7 3 1 00 1 67 1 75 1 00 1 00 0 00 0 00 7 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 LAP BOLT SHEAR /BEARING- Bolt 0 500 (A325 Purlin Design Report (Surface 2) 5/28/08 10 19am Page 54 Of 285 I• I• NO I• I• I• I• HCI Steel Buildings, Inc. 6/12/2008 MCI STEEL BUILDING SYSTEMS, INC. 3980 Purlin Design Report (Surface 2) 5/28/08 10 19am Span Lap_Shear(k Shear_Ratio Id Left Right Left Right 2 124 045 3 1 24 1 28 0 45 0 46 4 1 28 1 35 0 46 0 48 5 1 35 1 05 0 48 0 38 6 1 05 0 38 LOAD COMBINATION 814 DL +CL +1 6AUX3 PURLIN ANALYSIS Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup STRENGTH /DEFLECTION Job Nol 3980 1 modify Customer) Clallam Builde Ex In I Date 1 6/12/2008 Description! Westport Shipyard Pa nt I Designed Byl FJR Checked By' DB Span Shear(k Moment(f -k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow Page 55 Of 285 Page 56 Of 285 I I HCI STEEL BUILDING SYSTEMS INC. 3980 UNBRACE LENGTHS LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 1 0 00 -0 04 0 00 0 00 0 00 0 01 Span Lap Shear(k Shear_Ratio 2 0 70 1 14 -1 26 0 01 1 84 5 25 3 04 4 10 Id Left Right Left Right 3 1 32 1 21 1 06 1 17 4 10 2 99 46 9 90 1 71 2 68 4 0 54 0 50 -0 33 -0 37 2 68 2 23 -0 32 11 08 0 79 1 09 2 1 17 0 42 5 0 44 0 39 -0 43 -0 48 1 09 0 73 -0 85 8 93 1 07 1 46 3 1 17 0 77 0 42 0 28 6 0 46 0 41 -0 26 1 46 1 08 -0 68 9 37 0 00 4 0 77 0 31 0 28 0 11 7 0 02 0 00 0 00 0 00 0 33 0 00 5 0 31 0 42 0 11 0 15 6 0 42 0 15 1 RS -0 04 11 71 0 00 RS 0 01 8 84 0 00 LS 0 00 0 01 2 RL -1 14 11 71 0 10 RL 3 04 8 84 0 34 RL 0 14 -0 12 PURLIN ANALYSIS 3 LL 1 21 11 71 0 10 MS -2 46 6 97 0 35 LL 0 14 -0 30 4 LL 0 50 11 71 0 04 LL 2 23 8 56 0 26 LL 0 07 0 02 Shear(k Moment(f -k 5 RL -0 43 11 71 0 04 MS -0 85 6 97 0 12 RL 0 02 -0 10 Span Left Left Right Right Left Left MidSpan Right Right 6 LL 0 41 11 71 0 04 LL 1 08 8 84 0 12 LL 0 02 -0 04 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup SHEET 28 of 143 7 LS 0 02 11 71 0 00 LS 0 00 8 84 0 00 LS 0 00 0 00 Available Reduction Span Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In 1 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 2 14 7 7 3 7 3 7 3 3 3 0 9 1 00 1 00 1 75 1 67 1 00 0 00 0 00 3 18 7 0 9 3 0 6 2 1 8 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 4 18 7 0 9 5 3 4 9 3 1 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 5 18 7 0 9 2 1 6 2 3 0 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 6 14 7 0 9 3 2 7 3 7 3 7 3 1 00 1 67 1 75 1 00 1 00 0 00 0 00 7 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 LOAD COMBINATION 815 DL +CL +1 6AUX4 Job No! 3980 I modify I Customer' Clallam Builde Ex In I Date l 6/12/2008 Description! Westport Shipyard Pa nt Designed Byl FJR 1 Checked By I DB Purlin Design Report (Surface 2) 5/28/08 10 19am HCI Steel Buildings Inc 6/12/2008 HCI STEEL BUILDING SYSTEMS, INC. 3980 STRENGTH /DEFLECTION I Job No' 3980 I modify Customer' Clallam Builders 6 Exc. In 1 Data 6/12/2008 Description' Westport Shipyard Paint I Designed ByI F36 Checked ByI DS Purlin Design Report (Surface 2) 5/28/08 10 19am 1 0 00 -0 02 0 00 0 00 0 00 0 00 2 0 18 -0 49 -0 53 0 00 -0 34 3 75 2 12 2 57 3 1 14 1 03 -1 24 -1 35 2 57 1 62 -2 32 8 54 3 41 4 54 4 1 35 1 24 -1 03 -1 14 4 54 3 41 2 31 10 12 1 63 2 58 5 0 54 0 50 -0 33 -0 37 2 58 2 13 -0 38 11 02 0 74 1 05 6 0 43 0 39 -0 29 1 05 0 69 -0 84 8 79 0 00 7 0 02 0 00 0 00 0 00 0 33 0 00 Span Shear(k Moment(f k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow UNBRACE LENGTHS Page 57 Of 285 Job No 1 3980 I mo dif y Customer' Clallam Builde a Ex In I Data 1 6/12/2008 Description' Westport Shipyard Paint I Designed By' FJR SYSTEMS INC. I I Checked By' OH HCI STEEL BUILDING 3980 SHEET 29 of 143 Span Lap_Shear(k Shear_Ratio Id Left Right Left Right 2 0 73 0 26 3 0 73 1 30 0 26 0 47 4 1 30 0 74 0 47 0 27 5 0 74 0 30 0 27 0 11 6 0 30 011 LOAD COMBINATION 616 DL +CL +1 6AUX5 Purlin Design Report (Surface 2) 5/28/08 10 19am 1 RS -0 02 11 71 0 00 RS 0 00 8 84 0 00 LS 0 00 0 00 2 RL -0 49 11 71 0 04 RL 2 12 8 06 0 26 RL 0 06 0 02 PURLIN ANALYSIS 3 RL 1 24 11 71 0 11 RL 3 41 8 84 0 39 RL 0 18 -0 26 4 LL 1 24 11 71 0 11 LL 3 41 8 84 0 39 LL 0 18 -0 26 Shear(k Moment(f-k 5 LL 0 50 11 71 0 04 LL 2 13 8 56 0 25 LL 0 06 0 01 Span Left Left Right Right Left Left MidSpan Right Right 6 LL 0 39 11 71 0 03 MS -0 84 7 56 0 11 LL 0 01 -0 07 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 7 LS 0 02 11 71 0 00 LS 0 00 8 84 0 00 LS 0 00 0 01 1 0 00 -0 02 0 00 0 00 0 00 0 00 2 0 29 -0 39 -0 43 0 00 -0 84 5 88 0 69 1 05 3 0 37 0 33 -0 50 -0 54 1 05 0 74 -0 38 7 65 2 13 2 58 Available 4 1 14 1 03 -1 24 -1 35 2 58 1 63 2 31 8 55 3 41 4 54 Reduction 5 1 35 1 24 -1 03 -1 14 4 54 3 41 -2 32 10 12 1 62 2 57 Span Minor Cb Factor 6 0 53 0 49 -0 18 2 57 2 12 -0 34 10 92 0 00 Id Major LS LL MS RL RS LS LL MS RL RS Out In 7 0 02 0 00 0 00 0 00 0 33 0 00 1 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 2 14 7 7 5 7 5 7 5 6 3 0 9 1 00 1 00 1 75 1 67 1 00 0 00 0 00 STRENGTH /DEFLECTION 3 18 7 0 9 1 8 6 2 3 4 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 4 18 7 0 9 3 4 6 2 1 8 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 Span Shear(k Momentlf -k Mom +Shr Deflection(in) 5 18 7 0 9 5 3 5 4 2 8 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 6 14 7 0 9 2 0 7 3 7 3 7 3 1 00 1 67 1 75 1 00 1 00 0 00 0 00 7 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 1 RS -0 02 11 71 0 00 RS 0 00 8 84 0 00 LS 0 00 0 01 2 RL -0 39 11 71 0 03 MS -0 84 7 56 0 11 RL 0 01 -0 07 3 RL -0 50 11 71 0 04 RL 2 13 8 56 0 25 RL 0 06 0 01 LAP BOLT SHEAR /BEARING 4 RL -1 24 11 71 0 11 RL 3 41 8 84 0 39 RL 0 18 -0 26 5 LL 1 24 11 71 0 11 LL 3 41 8 84 0 39 LL 0 18 -0 26 Bolt 0 500 (A325 6 LL 0 49 11 71 0 04 LL 2 12 8 06 0 26 LL 0 06 0 02 Page 58 Of 285 HCI Steel Buildings Inc. 6/12/2008 HCI STEEL BUILDING SYSTEMS. INC. 3980 Purlin Design Report (Surface 7 LS 0 02 11 71 0 00 LS 0 00 8 84 0 00 LS 0 00 0 00 UNBRACE LENGTHS Available Reduction Span Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In 1 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 2 14 7 7 3 7 3 7 3 2 0 0 9 1 00 1 00 1 75 1 67 1 00 0 00 0 00 STRENGTH /DEFLECTION 3 18 7 0 9 2 8 5 4 5 3 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 4 18 7 0 9 1 8 6 2 3 4 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 Span Shear(k Moment(f -k Mom +Shr Deflection(in) 5 18 7 0 9 3 4 6 2 1 8 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 6 14 7 0 9 6 3 7 5 7 5 7 5 1 00 1 67 1 75 1 00 1 00 0 00 0 00 7 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 1 RS -0 02 11 71 0 00 Rs 0 00 8 84 0 00 LS 0 00 0 00 2 RL -0 41 11 71 0 04 RL 1 08 8 84 0 12 RL 0 02 -0 04 3 LL 0 43 11 71 0 04 MS -0 85 6 97 0 12 LL 0 02 -0 10 4 RL -0 50 11 71 0 04 RL 2 23 8 56 0 26 RL 0 07 0 02 5 RL -1 21 11 71 0 10 MS -2 46 6 97 0 35 RL 0 14 -0 30 Bolt 0 500 (A325 6 LL 1 14 11 71 0 10 LL 3 04 8 84 0 34 LL 0 14 -0 12 7 LS 0 04 11 71 0 00 LS 0 01 8 84 0 00 LS 0 00 0 01 LAP BOLT SHEAR /BEARING Span Lap_Shear(k Shear_Ratio Id Left Right Left Right 2 0 30 0 11 Available 3 0 30 0 74 0 11 0 27 Reduction 4 0 74 1 30 0 27 0 47 Span Minor Cb- Factor 5 1 30 0 73 0 47 0 26 Id Major LS LL MS RL RS LS LL MS RL RS Out In 6 0 73 0 26 LOAD COMBINATION 017 DL +CL +1 6AUX6 PURLIN ANALYSIS Job No 1 3980 I modify Customer' Clallam Builde Ex In I Date 1 6/12/2008 Description) Westport Shipyard Pa nt Designed FJR I Checked ByI DB 5/28/08 10 19am Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup Page 59 Of 285 SHEET 30 of 143 Job No 1 3980 I modify I Customer) Clallam Builde Ex In I Date 1 6/12/2008 Description) Westport Shipyard Paint I Designed By! FJR HCI STEEL BUILDING SYSTEMS INC. I Checked By DB UNBRACE LENGTHS LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 3980 Purlin Design Report (Surface 2) 5/28/08 10 19am 1 0 00 -0 02 0 00 0 00 0 00 0 00 2 0 26 -0 41 -0 46 0 00 -0 68 5 29 1 08 1 46 3 0 48 0 43 -0 39 -0 44 1 46 1 07 -0 85 9 74 0 73 1 09 4 0 37 0 33 -0 50 -0 54 1 09 0 79 -0 32 7 59 2 23 2 68 5 1 17 1 06 -1 21 1 32 2 68 1 71 2 46 8 77 2 99 4 10 6 1 26 1 14 -0 70 4 10 3 04 -1 84 9 42 0 01 7 0 04 0 00 0 01 0 00 0 33 0 00 1 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 2 14 7 7 3 7 3 7 3 3 2 0 9 1 00 1 00 1 75 1 67 1 00 0 00 0 00 3 1 8 7 0 9 3 0 6 2 2 1 0 9 100167100167100 000000 4 18 7 0 9 3 1 4 9 5 3 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 5 18 7 0 9 1 8 6 2 3 0 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 6 14 7 0 9 3 3 7 3 7 3 7 3 1 00 1 67 1 75 1 00 1 00 0 00 0 00 7 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 Page 60 Of 285 111111 MB OM 1.1111 Me MI M l♦ MI IIIIIII l♦ I♦ HCI Steel Buildings Inc. 6/12/2008 Job No 1 3980 I mo dif y Customer Clallam Builde a Ex In Date 1 6/12/2008 Description) Westport Shipyard Pa nt I Designed 8yl FJR HCI STEEL BUILDING SYSTEMS INC. I I checked BY' DB 3980 Span Lap_Shear(k Shear_Ratio Id Left Right Left Right 2 0 42 0 15 3 0 42 0 31 0 15 0 11 4 0 31 0 77 0 11 0 28 5 0 77 1 17 0 28 0 42 6 1 17 0 42 LOAD COMBINATION 818 DL +CL +1 6AUX7 PURLIN ANALYSIS STRENGTH /DEFLECTION Page 61 Of 285 HCI STEEL BUILDING SYSTEMS. INC. Purlin Design Report (Surface 2) 5/28/08 10 19am 3980 Purlin Design Report (Surface 2) Span Shear(k Moment(f -k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 7 LS 0 04 11 71 0 00 LS 0 01 8 84 0 00 LS 0 00 0 02 UNBRACE LENGTHS Shear(k Moment(f -k LAP BOLT SHEAR /BEARING Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup Bolt 0 500 (A325 1 0 00 -0 04 0 00 0 00 0 00 0 01 Span Lap_Shearlk Shear_Ratio 2 0 85 1 00 -1 12 0 01 -2 67 6 32 1 07 1 99 Id Left Right Left Right 3 0 41 0 37 -0 46 -0 50 1 99 1 65 0 24 8 47 2 37 2 78 4 1 25 1 13 -1 13 -1 25 2 78 1 74 -3 05 9 33 1 74 2 78 2 0 57 0 20 5 0 50 0 46 -0 37 -0 41 2 78 2 37 0 24 10 20 1 65 1 99 3 0 57 0 80 0 20 0 29 6 1 12 1 00 -0 85 1 99 1 07 -2 67 8 35 0 01 4 0 80 0 80 0 29 0 29 7 0 04 0 00 0 01 0 00 0 33 0 00 5 0 80 0 57 0 29 0 20 6 0 57 0 20 SHEET 31 of 143 Job No 3980 I modify Customer) Clallam Builde 6 Ex In I Date 1 6/12/2008 Description1 Westport Shipyard Paint I Designed Byl FJR I Checked ByI DB 5/28/08 10 19am Available Reduction Span Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In 1 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 2 14 7 7 3 7 3 7 3 1 2 0 9 1 00 1 00 1 75 1 67 1 00 0 00 0 00 3 18 7 0 9 5 3 6 2 5 3 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 4 18 7 0 9 1 7 6 2 1 7 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 5 18 7 0 9 5 3 6 2 5 3 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 6 14 7 0 9 1 2 7 3 7 3 7 3 1 00 1 67 1 75 1 00 1 00 0 00 0 00 7 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 LOAD COMBINATION 819 DL +CL +1 6AUX8 1 RS -0 04 11 71 0 00 RS 0 01 8 84 0 00 LS 0 00 0 02 2 RL -1 00 11 71 0 09 MS -2 67 7 56 0 35 RL 0 03 -0 ,5 PURLIN ANALYSIS 3 RL -0 46 11 71 0 04 RL 2 37 8 56 0 28 RL 0 08 0 12 4 RL -1 13 11 71 0 10 MS 3 05 6 97 0 44 RL 0 06 -0 42 Shear(k Moment (f -k 5 LL 0 46 11 71 0 04 LL 2 37 8 56 0 28 LL 0 08 0 12 Span Left Left Right Right Left Left MidSpan Right Right 6 LL 1 00 11 71 0 09 MS 2 67 7 56 0 35 LL 0 03 -0 25 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup Page 62 Of 285 OM NM MN MI i♦ an MN MI N ON MB I MI MN MN HCI Steel Buildings Inc. 1:1 1 Job No 1 3980 modify I Customer I Clallam Builde 6 Ex In Date 1 6/12/2008 Description' Westport Shipyard Pa nt Designed By' FJR HCI STEEL BUILDING SYSTEMS, INC. I Checked By DB 3980 Purlin Design Report (Surface 5/28/08 10 19am 1 0 00 -0 02 0 00 0 00 0 00 0 00 2 0 15 -0 53 -0 57 0 00 -0 21 2 97 2 64 3 13 3 1 28 1 16 1 10 1 22 3 13 2 06 99 9 56 1 54 2 56 4 0 46 0 41 -0 41 -0 46 2 56 2 18 0 43 9 33 2 18 2 56 5 1 22 1 10 1 16 -1 28 2 56 1 54 2 99 9 11 2 06 3 13 6 0 57 0 53 -0 15 3 13 2 64 -0 21 11 69 0 00 7 0 02 0 00 0 00 0 00 0 33 0 00 STRENGTH /DEFLECTION Span Shear(k Moment(f k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 RS -0 02 11 71 0 00 RS 0 00 8 84 0 00 LS 0 00 0 00 2 RL -0 53 11 71 0 05 RL 2 64 7 98 0 33 RL 0 09 0 06 3 LL 1 16 11 71 0 10 MS -2 99 6 97 0 43 LL 0 08 -0 41 4 RL -0 41 11 71 0 04 RL 2 18 8 56 0 25 RL 0 06 0 16 5 RL 1 16 11 71 0 10 MS -2 99 6 97 0 43 RL 0 08 -0 41 6 LL 0 53 11 71 0 05 LL 2 64 7 98 0 33 LL 0 09 0 06 7 LS 0 02 11 71 0 00 LS 0 00 8 84 0 00 LS 0 00 0 00 UNBRACE LENGTHS Page 63 Of 285 1 Job No 3980 modify Customer) Clallam Builde S Ex In I Date 1 6/12/2008 II Description' Westport Shipyard Paint 1 Designed By FJR HCI STEEL BUILDING SYSTEMS. INC. I 1 Checked By DB 3980 Span Lap_Shear(k Shear_Ratio Id Left Right Left Right 2 0 89 0 32 3 0 89 0 73 0 32 0 26 4 0 73 0 73 0 26 0 26 5 0 73 0 89 0 26 0 32 6 0 89 0 32 SHEET 32 of 143 LOAD COMBINATION #20 DL +CL +SL +AUX9 PURLIN ANALYSIS Purlin Design Report (Surface 2) 5/28/08 10 19am Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0 00 -0 10 0 00 0 00 0 00 0 02 2 1 58 -2 43 2 69 0 02 -4 27 5 43 5 91 8 15 3 2 70 2 44 2 48 -2 73 8 15 5 90 -4 34 9 27 6 22 8 51 Available 4 2 72 2 46 2 46 -2 72 8 51 6 24 -4 16 9 33 6 24 8 51 Reduction 5 2 73 2 48 2 44 -2 70 8 51 6 22 -4 34 9 40 5 90 8 15 Span Minor Cb Factor 6 2 69 2 43 -1 58 8 15 5 91 -4 27 9 24 0 02 Id Major LS LL MS RL RS LS LL MS RL RS Out In 7 0 10 0 00 0 02 0 00 0 33 0 00 1 0 3 03 03 03 03 03 100100100100100 000000 2 14 7 5 9 5 9 5 9 6 5 0 9 1 00 1 00 1 75 1 67 1 00 0 00 0 00 STRENGTH /DEFLECTION 3 18 7 0 9 2 0 6 2 1 5 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 4 18 7 0 9 5 3 6 2 5 3 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 Span Shear(k Moment(f k Mom +Shr Deflection(in) 5 18 7 0 9 1 5 6 2 2 0 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 6 14 7 0 9 6 5 5 9 5 9 5 9 1 00 1 67 1 75 1 00 1 00 0 00 0 00 7 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 1 RS -0 10 11 71 0 01 RS 0 02 8 84 0 00 LS 0 00 0 03 2 RL -2 43 11 71 0 21 RL 5 91 8 84 0 67 RL 0 56 -0 30 LAP BOLT SHEAR /BEARING 3 RL -2 48 11 71 0 21 RL 6 22 8 84 0 70 RL 0 61 -0 45 4 RL -2 46 11 71 0 21 RL 6 24 8 84 0 71 RL 0 61 -0 41 5 LL 2 48 11 71 0 21 LL 6 22 8 84 0 70 LL 0 61 -0 45 Bolt 0 500 (A325 6 LL 2 43 11 71 0 21 LL 5 91 8 84 0 67 LL 0 56 -0 30 6/12/2008 Page 64 Of 285 MI UM MI M 1.1111 IIIIIII MN UN IIIIII NM MN NM N IIIIII MO HCI Steel Buildings Inc. 6/12/2008 Page 65 Of 285 Page 66 Of 285 Job No 3980 1 i I 10O�fY modify I Job No 1 3980 Cuetome Clallam Builde 6 Ex Inc. I Date 1 6/12/2008 I 7!I 1:1 Customer I Clallam Builde s Ex In I Data 6/12/2008 Deacraption Westport Shipyard Paint D esigned nB��,,I� FJR Description' HCI STEEL BUILDING I -ji HCI STEEL BUILDING P Westport Shipyard Pa nt I Designed ByI FJR SYSTEMS. INC. I I I Checked Hy' DB SYSTEMS, INC. 1 I Checked B I DB 3980 7 LS 0 10 11 71 0 01 LS 0 02 8 84 0 00 LS 0 00 0 03 UNBRACE LENGTHS Available Reduction Span Minor -Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 LOAD COMBINATION 1 LL Span DEFLECTION(in) Id Calc Allow Ratio 1 0 01 Purlin Design Report (Surface 5/28/08 10 19am 3980 2 -0 09 1 17 0 08 3 -0 13 1 49 0 09 4 -0 12 1 49 0 08 5 -0 13 1 49 0 09 6 -0 09 1 17 0 08 7 0 01 LOAD COMBINATION 2 SL 1 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 2 14 7 7 3 7 3 7 3 3 0 0 9 1 00 1 00 1 75 1 67 1 00 0 00 0 00 Span DEFLECTION(in) 3 18 7 0 9 2 9 6 2 3 1 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 Id Calc Allow Ratio 4 18 7 0 9 3 1 6 2 3 1 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 5 18 7 0 9 3 1 6 2 2 9 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 1 0 01 6 14 7 0 9 3 0 7 3 7 3 7 3 1 00 1 67 1 75 1 00 1 00 0 00 0 00 2 -0 11 1 17 0 09 7 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 3 -0 16 1 49 0 11 4 -0 15 1 49 0 10 5 -0 16 1 49 0 11 6 -0 11 1 17 0 09 7 0 01 Span Lap_Shear(k Shear_Ratio LOAD COMBINATION 3 SL +AUX9 Id Left Right Left Right Span DEFLECTION(in) 2 2 33 0 84 Id Calc Allow Ratio 3 2 33 2 43 0 84 0 87 4 2 43 2 43 0 87 0 87 1 0 02 5 2 43 2 33 0 87 0 84 2 -0 25 1 17 0 21 6 2 33 0 84 3 -0 37 1 49 0 25 4 -0 34 1 49 0 23 5 -0 37 1 49 0 25 DEFLECTION 6 -0 25 1 17 0 21 7 0 02 SHEET 33 of 143 Purlin Design Report (Surface 2) 5/28/08 10 19am 3980 Purlin Design Report (Surface 2) ROOF PURLIN 5/28/08 10 19am MN MI s ilk NM r OM NM OM HCI Steel Buildings, Inc. 6/12/2008 Job No' 3980 I modify Customs I Clallam Builde a Ex In I Date 1 6/12/2008 HCI STEEL BUILDING Description) Westport Shipyard Pa nt I Designed B1 FJR SYSTEMS, INC. I 1 I Checked By DB 3980 PURLIN LAYOUT (Purlin Id= 6) Bay Span Purlin Span Lap(ft) Load No Id Id Size (ft) Left Right Width Brace 1 8Z25U12 0 33 4 75 0 1 2 8Z25U12 14 67 0 88 4 75 1 2 3 8225U12 18 67 0 88 0 88 4 75 2 3 4 8225U12 18 67 0 88 0 88 4 75 2 4 5 8Z25U12 18 67 0 88 0 88 4 75 2 5 6 8Z25U12 14 67 0 88 4 75 1 7 8225012 0 33 4 75 0 LOAD COMBINATION 1 DL +CL +LL PURLIN ANALYSIS Shear(k Moment(f k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup STRENGTH /DEFLECTION Span Shear(k Purlin Design Report (Surface 2) 5/28/08 10 19am DESIGN RUN 1 SURFACE 8 2 Moment(f k Mom +Shr Deflection(in) Page 67 Of 285 MCI STEEL BUILDING SYSTEMS. INC. 3980 UNBRACE LENGTHS 1 0 00 -0 05 0 00 0 00 0 00 0 01 Span Lap_Shear(k Shear_Ratio 2 0 81 1 25 -1 38 0 01 -2 19 5 43 3 04 4 19 Id Left Right Left Right 3 1 38 1 25 1 27 -1 40 4 19 3 03 2 23 9 27 3 20 4 37 4 1 39 1 26 1 26 -1 39 4 37 3 21 -2 14 9 33 3 21 4 37 2 1 20 0 43 5 1 40 1 27 -1 25 1 38 4 37 3 20 2 23 9 40 3 03 4 19 3 1 20 1 25 0 43 0 45 6 1 38 1 25 -0 81 4 19 3 04 2 19 9 ..4 0 01 4 1 25 1 25 0 45 0 45 7 0 05 0 00 0 01 0 00 0 33 0 00 5 1 25 1 20 0 45 0 43 6 1 20 0 43 SHEET 34 of 143 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 LOAD COMBINATION 2 DL +CL +SL Job No 3980 I modify Customer I Clallam Builde 6 Ex In I Date 1 6/12/2008 Description) Westport Shipyard Pa nt I Designed ByI FJR I Checked By I DB Purlin Design Report (Surface 2) 5/28/08 10 19am Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 RS -0 05 11 71 0 00 RS 0 01 8 84 0 00 LS 0 00 0 01 2 RL -1 25 11 71 0 11 RL 3 04 8 84 0 34 RL 0 15 -0 16 3 RL -1 27 11 71 0 11 RL 3 20 8 84 0 36 RL 0 16 -0 23 4 RL -1 26 11 71 0 11 RL 3 21 8 84 0 36 RL 0 16 -0 21 5 LL 1 27 11 71 0 11 LL 3 20 8 84 0 36 LL 0 16 -0 23 6 LL 1 25 11 71 0 11 LL 3 04 8 84 0 34 LL 0 15 -0 16 7 LS 0 05 11 71 0 00 LS 0 01 8 84 0 00 LS 0 00 0 01 Available Reduction Span Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In 1 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 2 14 7 7 3 7 3 7 3 2 9 0 9 1 00 1 00 1 75 1 67 1 00 0 00 0 00 3 18 7 0 9 2 9 6 2 3 1 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 4 18 7 0 9 3 1 6 2 3 1 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 5 18 7 0 9 3 1 6 2 2 9 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 6 14 7 0 9 2 9 7 3 7 3 7 3 1 00 1 67 1 75 1 00 1 00 0 00 0 00 7 0 3 0 3 0 3 0 3 0 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 Page 68 Of 285 mow r liiiir r r liiii m r r liiiim liiiir rr r r liiir r r HCI Steel Buildings Inc. 6/12/2008 Job No' 3980 I modify Customer I Clallam Builde d Ex In I Date 1 6/12/2008 I De signed Description' Westport Shipyard Paint FJR HCI STEEL BUILDING j B0.y SYSTEMS. INC. 1 I Checked By' DB 3980 PURLIN ANALYSIS Purlin Design Report (Surface 2) 5/28/08 10 19am Shear(k Moment)f -k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup STRENGTH /DEFLECTION Span Shear(k Moment(f -k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow Page 69 Of 285 L I HCI STEEL BUILDING SYSTEMS. INC. 3980 CI SHEET 35 of 143 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 1 0 00 -0 06 0 00 0 00 0 00 0 01 Span Lap_Shear(k Shear_Ratio 2 0 94 -1 45 -1 60 0 01 -2 54 5 43 3 52 4 85 Id Left Right Left Right 3 1 60 1 45 -1 48 -1 63 4 85 3 51 -2 58 9 ^7 3 70 5 06 4 1 62 1 46 -1 46 1 62 5 06 3 71 2 48 9 33 3 71 5 06 2 1 39 0 50 5 1 63 1 48 -1 45 1 60 5 06 3 70 -2 58 9 40 3 51 4 85 3 1 39 1 45 0 50 0 52 6 1 60 1 45 -0 94 4 85 3 52 54 9 24 0 01 4 1 45 1 45 0 52 0 52 7 0 06 0 00 0 01 0 00 0 33 0 00 5 1 45 1 39 0 52 0 50 6 1 39 0 50 Job No 1 3980 I modify Customer' Clallam Builde 6 Ex In 1 Date 1 6/12/2008 DescriptionI Westport Shipyard Paint I Designed BY' FJR Checked By' DB Purlin Design Report (Surface 2) 5/28/08 10 19am 5 18 7 0 9 3 1 6 2 2 9 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 6 14 7 0 9 2 9 7 3 7 3 7 3 1 00 1 67 1 75 1 00 1 00 0 00 0 00 7 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 LOAD COMBINATION 6 3 DL +CL +0 75LL +0 75WP 1 RS -0 06 11 71 0 00 RS 0 01 8 84 0 00 LS 0 00 0 02 2 RL -1 45 11 71 0 12 RL 3 52 8 84 0 40 RL 0 20 -0 18 PURLIN ANALYSIS 3 RL 1 48 11 71 0 13 RL 3 70 8 84 0 42 RL 0 22 -0 27 4 RL 1 46 11 71 0 13 RL 3 71 8 84 0 42 RL 0 22 -0 25 Shear(k Moment(£ -k 5 LL 1 48 11 71 0 13 LL 3 70 8 84 0 42 LL 0 22 -0 27 Span Left Left Right Right Left Left MidSpan Right Right 6 LL 1 45 11 71 0 12 LL 3 52 8 84 0 40 LL 0 20 -0 18 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 7 LS 0 06 11 71 0 00 LS 0 01 8 84 0 00 LS 0 00 0 02 UNBRACE LENGTHS 1 0 00 -0 05 0 00 0 00 0 00 0 01 2 0 88 1 35 -1 49 0 01 2 37 5 43 3 28 4 52 3 1 50 1 35 -1 38 -1 52 4 52 3 27 2 41 9 27 3 45 4 72 Available 4 1 51 1 36 -1 36 -1 51 4 72 3 46 2 31 9 33 3 46 4 72 Reduction 5 1 52 1 38 -1 35 1 50 4 72 3 45 -2 41 9 40 3 27 4 52 Span Minor Cb Factor 6 1 49 1 35 -0 88 4 52 3 28 -2 37 9 24 0 01 Id Major LS LL MS RL RS LS LL MS RL RS Out In 7 0 05 0 00 0 01 0 00 0 33 0 00 1 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 2 14 7 7 3 7 3 7 3 2 9 0 9 1 00 1 00 1 75 1 67 1 00 0 00 0 00 STRENGTH /DEFLECTION 3 18 7 0 9 2 9 6 2 3 1 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 4 18 7 0 9 3 1 6 2 3 1 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 Span Shear(k Moment(f -k Mom +Shr Deflection(in) Page 70 Of 285 HCI Steel Buildings Inc. 6/12/2008 I Job No 3980 I mo dif y I CUotomer Clallam Builde Ex In Date 1 6/12/2008 IIDeacziption1 Westport Shipyard Pa nt Designed By FJR SYSTEMS. INC. I 1 Checked ByI DB HCI STEEL BUILDING 3980 Purlin Design Report (Surface 2) 5/28/08 10 19am 3980 Purlin Design Report (Surface 2) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 RS -0 05 11 71 0 00 RS 0 01 8 84 0 00 LS 0 00 0 02 2 RL -1 35 11 71 0 12 RL 3 28 8 84 0 37 RL 0 17 -0 17 3 RL -1 38 11 71 0 12 RL 3 45 8 84 0 39 RL 0 19 -0 25 4 RL 1 36 11 71 0 12 RL 3 46 8 84 0 39 RL 0 19 -0 23 5 LL 1 38 11 71 0 12 LL 3 45 8 84 0 39 LL 0 19 -0 25 6 LL 1 35 11 71 0 12 LL 3 28 8 84 0 37 LL 0 17 -0 17 7 LS 0 05 11 71 0 00 LS 0 01 8 84 0 00 LS 0 00 0 02 UNBRACE LENGTHS LOAD COMBINATION 8 4 DL +CL +0 75SL +0 75WP Page 71 Of 285 pliq I Job No 3980 Customer) Clallam Builde Ex Desoriptionl Westport Shipyard Pa nt HCI STEEL BUILDING SYSTEMS, INC. PURLIN ANALYSIS Span Lap_Shear(k Shear_Ratio Id Left Right Left Right UNBRACE LENGTHS SHEET 36 of 143 I modify I In I Date 1 6/12/2008 I Designed By1 FJR I Checked By DB 5/28/08 10 19am Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0 00 -0 06 0 00 0 00 0 00 0 01 2 0 97 -1 50 -1 66 0 01 2 63 5 43 3 64 5 02 3 1 66 1 50 -1 53 1 68 5 02 3 64 -2 67 9 27 3 83 5 24 Available 4 1 67 1 51 -1 51 -1 67 5 24 3 84 -2 56 9 33 3 84 5 24 Reduction 5 1 68 1 53 -1 50 1 66 5 24 3 83 -2 67 9 40 3 64 5 02 Span Minor Cb Factor 6 1 66 1 50 -0 97 5 02 3 64 -2 63 9 24 0 01 Id Major LS LL MS RL RS LS LL MS RL RS Out In 7 0 06 0 00 0 01 0 00 0 33 0 00 1 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 2 14 7 7 3 7 3 7 3 2 9 0 9 1 00 1 00 1 75 1 67 1 00 0 00 0 00 STRENGTH /DEFLECTION 3 18 7 0 9 2 9 6 2 3 1 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 4 18 7 0 9 3 1 6 2 3 1 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 Span Shear(k Moment(f k Mom +Shr Deflection(in) 5 18 7 0 9 3 1 6 2 9 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 6 14 7 0 9 2 9 7 3 7 3 7 3 1 00 1 67 1 75 1 00 1 00 0 00 0 00 7 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 1 RS -0 06 11 71 0 01 RS 0 01 8 84 0 00 LS 0 00 0 02 2 RL -1 50 11 71 0 13 RL 3 64 8 84 0 41 RL 0 21 -0 19 3 RL -1 53 11 71 0 13 RL 3 83 8 84 0 43 RL 0 23 -0 28 LAP BOLT SHEAR /BEARING 4 RL -1 51 11 71 0 13 RL 3 84 8 84 0 43 RL 0 23 -0 25 5 LL 1 53 11 71 0 13 LL 3 83 8 84 0 43 LL 0 23 -0 28 Bolt 0 500 (A325 6 LL 1 50 11 71 0 13 LL 3 64 8 84 0 41 LL 0 21 -0 19 7 LS 0 06 11 71 0 01 LS 0 01 8 84 0 00 LS 0 00 0 02 2 1 29 0 46 Available 3 1 29 1 35 0 46 0 48 Reduction 4 1 35 1 35 0 48 0 48 Span Minor Cb Factor 5 1 35 1 29 0 48 0 46 Id Major LS LL MS RL RS LS LL MS RL RS Out In 6 1 29 0 46 1 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 2 14 7 7 3 7 3 7 3 2 9 0 9 1 00 1 00 1 75 1 67 1 00 0 00 0 00 3 18 7 0 9 2 9 6 2 3 1 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 4 18 7 0 9 3 1 6 2 3 1 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 Page 72 Of 285 an O 111111 N NM OM NM I HCI Steel Buildings, Inc. 6/12/2008 Job No 1 3980 awdify 1 Customer) Clallam Builde 8 Ex Inc I Date 6/12/2008 Description! Westport Shipyard Pa nt Designed FJR HCI STEEL BUILDING SYSTEMS, INC. 1 I Checked By DB 3980 5 18 7 0 9 3 1 6 2 2 9 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 6 14 7 0 9 2 9 7 3 7 3 7 3 1 00 1 67 1 75 1 00 1 00 0 00 0 00 7 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 Span Lap_Shear(k Shear_Ratio Id Left Right Left Right 2 1 43 0 52 3 1 43 1 50 0 52 0 54 4 1 50 1 50 0 54 0 54 5 1 50 1 43 0 54 0 52 6 1 43 0 52 LOAD COMBINATION 8 5 0 6DL +WS PURLIN ANALYSIS Span 1 0 00 0 04 0 00 0 00 0 00 -0 01 Span Lap_Shear(k Shear_Ratio 2 -0 64 0 90 1 00 -0 01 1 63 5 74 -2 19 -3 02 Id Left Right Left Right 3 -0 99 -0 90 0 91 1 00 -3 02 2 20 1 58 9 28 -2 28 -3 12 4 -1 00 -0 90 0 90 1 00 -3 12 2 29 1 54 9 33 -2 29 -3 12 2 0 86 0 31 5 -1 00 -0 91 0 90 0 99 3 12 2 28 1 58 9 38 -2 20 -3 02 3 0 86 0 89 0 31 0 32 6 -1 00 -0 90 0 64 3 02 2 19 1 63 8 93 -0 01 4 0 89 0 89 0 32 0 32 7 -0 04 0 00 -0 01 0 00 0 33 0 00 5 0 89 0 86 0 32 0 31 6 0 86 0 31 Shear(k Moment(f -k LAP BOLT SHEAR /BEARING Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup Bolt 0 500 (A325 STRENGTH /DEFLECTION Purlin Design Report (Surface 2) 5/28/08 10 19am 3980 Purlin Design Report (Surface 2) 5/28/08 10 19am Shear(k Moment(f -k Mom +Shr Deflection(in) Page 73 Of 285 HCI STEEL BUILDING SYSTEMS. INC. Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 RS 0 04 11 71 0 00 RS -0 01 8 84 0 00 LS 0 00 -0 01 2 RL 0 90 11 71 0 08 RL -2 19 8 84 0 25 RL 0 08 0 12 3 RL 0 91 11 71 0 08 RL -2 28 8 84 0 26 RL 0 08 0 16 4 LL -0 90 11 71 0 08 RL -2 29 8 84 0 26 RL 0 08 0 15 5 LL -0 91 11 71 0 08 LL -2 28 8 84 0 26 LL 0 08 0 16 6 LL -0 90 11 71 0 08 LL -2 19 8 84 0 25 LL 0 08 0 12 7 LS -0 04 11 71 0 00 LS -0 01 8 84 0 00 LS 0 00 -0 01 UNBRACE LENGTHS SHEET 37 of 143 Job No 1 3980 1 modify I Customer) Clallam Builde Ex In I Date 1 6/12/2008 Description! Westport Shipyard Paint I Designed By! FJR I Checked By pp Available Reduction Span Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In 1 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 2 14 7 7 3 7 3 7 3 2 9 0 9 1 00 1 00 1 75 1 67 1 00 0 00 0 00 3 18 7 0 9 3 0 6 2 3 1 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 4 18 7 0 9 3 1 6 2 3 1 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 5 18 7 0 9 3 1 6 2 3 0 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 6 14 7 0 9 2 9 7 3 7 3 7 3 1 00 1 67 1 75 1 00 1 00 0 00 0 00 7 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 LOAD COMBINATION H 6 DL +CL +SL /2 +AUX3 Page 74 Of 205 ME MI MI 1111. HCI Steel Buildings, Inc. 6/12/2008 Job No 1 3980 I modify Custome 1 Clallam Builde a Ex In I Date 6/12/2008 Description' Westport Shipyard Paint I Designed B FJR HCI STEEL BUILDING SYSTEMS. INC. I I Checked By I DB PURLIN ANALYSIS Shear(k Moment(f k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup STRENGTH /DEFLECTION Span Shear(k Moment(f -k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow Page 75 Of 285 1 0 00 -0 06 0 00 0 00 0 00 0 01 Span Lap_Shear(k Shear_Ratio 2 0 92 -1 47 -1 62 0 01 2 45 5 33 3 75 5 10 Id Left Right Left Right 3 1 66 1 51 -1 42 -1 57 5 10 3 71 2 90 9 61 2 90 4 20 4 1 12 1 02 -0 90 1 00 4 20 3 27 -1 33 9 86 2 26 3 09 2 1 46 0 52 5 1 05 0 95 -0 97 -1 07 3 09 2 21 -1 78 9 26 2 36 3 26 3 1 46 1 20 0 52 0 43 6 1 06 0 96 -0 61 3 26 2 38 -1 65 9 28 0 01 4 1 20 0 88 0 43 0 32 7 0 04 0 00 0 01 0 00 0 33 0 00 5 0 88 0 93 0 32 0 33 6 0 93 0 33 N I MN MN NM MN I Job Not 3980 I modify Customer I Clallam Builde a Ex In I Date 1 6/12/2008 Descraption Westport Shipyard Pa nt I Designed ByI FJR SYSTEMS. INC. I I Checked ByI DB HCI STEEL BUILDING 3980 Purlin Design Report (Surface 2) 5/28/08 10 19am 3980 Purlin Design Report (Surface 2) SHEET 38 of 143 5/28/08 10 19am 5 18 7 0 9 2 8 6 2 2 9 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 6 14 7 0 9 3 0 7 3 7 3 7 3 1 00 1 67 1 75 1 00 1 00 0 00 0 00 7 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 LOAD COMBINATION it 7 DL +CL +SL /2 +AUX4 1 RS -0 06 11 71 0 00 RS 0 01 8 84 0 00 LS 0 00 0 02 2 RL -1 47 11 71 0 13 RL 3 75 8 84 0 42 RL 0 22 -0 17 PURLIN ANALYSIS 3 LL 1 51 11 71 0 13 LL 3 71 8 84 0 42 LL 0 22 -0 33 4 LL 1 02 11 71 0 09 LL 3 27 8 84 0 37 LL 0 16 -0 10 Shear(k Moment(f-k 5 AL -0 97 11 71 0 08 RL 2 36 8 84 0 27 RL 0 09 -0 19 Span Left Left Right Right Left Left MidSpan Right Right 6 LL 0 96 11 71 0 08 LL 2 38 8 84 0 27 LL 0 09 -0 11 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 7 LS 0 04 11 71 0 00 LS 0 01 8 84 0 00 LS 0 00 0 01 1 0 00 -0 04 0 00 0 00 0 00 0 01 UNBRACE LENGTHS 2 0 56 -1 01 1 11 0 01 -1 37 4 92 3 10 4 03 3 1 54 1 39 -1 54 1 70 4 03 2 75 -2 80 8 88 4 09 5 50 Available 4 1 69 1 54 -1 39 1 54 5 50 4 09 -2 74 9 76 2 85 4 13 Reduction 5 1 13 1 03 -0 90 -1 00 4 13 3 19 -1 43 9 88 2 13 2 96 Span Minor Cb Factor 6 1 04 0 94 -0 63 2 96 2 10 -1 75 9 11 0 01 Id Major LS LL MS RL RS LS LL MS RL RS Out In 7 0 04 0 00 0 01 0 00 0 33 0 00 1 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 2 14 7 7 3 7 3 7 3 3 1 0 9 1 00 1 00 1 75 1 67 1 00 0 00 0 00 STRENGTH /DEFLECTION 3 18 7 0 9 3 0 6 2 2 4 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 4 18 7 0 9 4 2 6 2 3 1 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 Span Shear(k Moment(f k Mom +Shr Deflection(in) Page 76 Of 785 1m i• OM i• i• i• I= i• i• i• i HCI Steel Buildings, Inc. 6/12/2008 Job No l 3980 modify Customer I Clallam Builde 6 Ex In Data 1 6/12/2008 Description' Westport Shipyard Pa nt Designed Byl FJR SYSTEMS INC. I Checked By I DB HCI STEEL BUILDING 3980 Purlin Design Report (Surface 5/28/08 10 19am Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 RS -0 04 11 71 0 00 RS 0 01 8 84 0 00 LS 0 00 0 01 2 RL -1 01 11 71 0 09 RL 3 10 8 84 0 35 RL 0 14 -0 07 3 RL -1 54 11 71 0 13 RL 4 09 8 84 0 46 RL 0 26 -0 31 UNBRACE LENGTHS LOAD COMBINATION 8 DL +CL +SL /2 +AUX5 Page 77 Of 285 Page 78 Of 285 HCI STEEL BUILDING SYSTEMS INC. 3980 PURLIN ANALYSIS SHEET 39 of 143 Job No 1 3980 I modify I Customer' Clallam Builde S Ex In I Date 1 6/12/2008 Description) Westport Shipyard Pa nt I Designed ByI FJR Checked By I DB Purlin Design Report (Surface 2) 5/28/08 10 19am 4 LL 1 54 11 71 0 13 LL 4 09 8 84 0 46 LL 0 26 -0 30 Shear(k Moment(f k 5 LL 1 03 11 71 0 09 LL 3 19 8 84 0 36 LL 0 15 -0 12 Span Left Left Right Right Left Left MidSpan Right Right 6 LL 0 94 11 71 0 08 LL 2 10 8 84 0 24 LL 0 07 -0 13 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 7 LS 0 04 11 71 0 00 LS 0 01 8 84 0 00 LS 0 00 0 01 1 0 00 -0 04 0 00 0 00 0 00 0 01 2 0 63 -0 94 -1 04 0 01 1 75 5 56 2 10 2 96 3 1 00 0 90 1 03 1 13 2 96 2 13 -1 43 8 78 3 19 4 13 Available 4 1 54 1 39 1 54 1 69 4 13 2 85 -2 74 8 91 4 09 5 50 Reduction 5 1 70 1 54 1 39 1 54 5 50 4 09 -2 80 9 79 2 75 4 03 Span Minor Cb Factor 6 1 11 1 01 -0 56 4 03 3 10 -1 37 9 74 0 01 Id Major LS LL MS RL RS LS LL MS RL RS Out In 7 0 04 0 00 0 01 0 00 0 33 0 00 1 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 2 14 7 7 3 7 3 7 3 4 0 0 9 1 00 1 00 1 75 1 67 1 00 0 00 0 00 STRENGTH /DEFLECTION 3 18 7 0 9 2 3 6 2 3 2 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 4 18 7 0 9 3 3 6 2 4 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 Span Shear(k Moment(f -k Mom +Shr Deflection(in) 5 18 7 0 9 4 0 6 2 9 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 6 14 7 0 9 2 7 7 3 7 3 7 3 1 00 1 67 1 75 1 00 1 00 0 00 0 00 7 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 1 RS -0 04 11 71 0 00 RS 0 01 8 84 0 00 LS 0 00 0 01 2 RL -0 94 11 71 0 08 RL 2 10 8 84 0 24 RL 0 07 -0 13 3 RL -1 03 11 71 0 09 RL 3 19 8 84 0 36 RL 0 15 -0 12 LAP BOLT SHEAR /BEARING 4 RL -1 54 11 71 0 13 RL 4 09 8 84 0 46 RL 0 26 -0 30 5 LL 1 54 11 71 0 13 LL 4 09 8 84 0 46 LL 0 26 -0 31 Bolt 0 500 (A325 6 LL 1 01 11 71 0 09 LL 3 10 8 84 0 35 LL 0 14 -0 07 7 LS 0 04 11 71 0 00 LS 0 01 8 84 0 00 LS 0 00 0 01 Span Lap_Shear(k Shear_Ratio Id Left Right Left Right UNBRACE LENGTHS 2 1 15 0 41 Available 3 1 15 1 57 0 41 0 57 Reduction 4 1 57 1 18 0 57 0 4. Span Minor Cb Factor 5 1 18 0 85 0 42 0 30 Id Major LS LL MS RL RS LS LL MS RL RS Out In 6 0 85 0 30 1 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 2 14 7 7 3 7 3 7 3 2 7 0 9 1 00 1 00 1 75 1 67 1 00 0 00 0 00 3 18 7 0 9 2 9 6 2 4 0 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 4 18 7 0 9 2 4 6 2 3 3 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 mg me mg EN GM I MO I MI Illy MO O MI OM HCI Steel Buildings, Inc. 6/12/2008 Job No 3980 1 Customer! Clallam Builde Ex In Description! Westport Shipyard Pa nt HCI STEEL BUILDING SYSTEMS. INC. 3980 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 Span Lap_Shear(k Shear Ratio Id Left Right Left Right 2 0 85 0 30 3 0 85 1 18 0 30 0 42 4 1 18 1 57 0 42 0 57 5 1 57 1 15 0 57 0 41 6 1 15 0 41 LOAD COMBINATION 9 DL +CL +SL /2 +AUX6 PURLIN ANALYSIS STRENGTH /DEFLECTION modify Date 6/12/2008 Designed By' FJR Checked BY DB Purlin Design Report (Surface 2) 5/28/08 10 19am 5 18 7 09 32 62 23 09 100167100167100 000000 6 14 7 0 9 4 0 7 3 7 3 7 3 1 00 1 67 1 75 1 00 1 00 0 00 0 00 7 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup Span Shear(k Moment(f -k Mom +Shr Deflection(in) Page 79 Of 285 111 Job No 1 3980 I modify I Customer! Clallam Builde Ex In I Date 1 6/12/2008 Description' Westport Shipyard Pa nt 1 Designed By! FJR HCI STEEL BUILDING SYSTEMS INC. I Checked By' DB 3980 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 RS -0 04 11 71 0 00 RS 0 01 8 84 0 00 LS 0 00 0 01 2 RL -0 96 11 71 0 08 RL 2 38 8 84 0 27 RL 0 09 -0 11 3 LL 0 97 11 71 0 08 LL 2 36 8 84 0 27 LL 0 09 -0 19 4 RL -1 02 11 71 0 09 RL 3 27 8 84 0 37 RL 0 16 -0 10 5 AL 1 51 11 71 0 13 RL 3 71 8 84 0 42 RL 0 22 -0 33 6 LL 1 47 11 71 0 13 LL 3 75 8 84 0 42 LL 0 22 -0 17 7 LS 0 06 11 71 0 00 LS 0 01 8 84 0 00 LS 0 00 0 02 UNBRACE LENGTHS SHEET 40 of 143 Available Reduction Span Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In 1 03 03 03 03 03 03 1001001001001 00 000000 2 14 7 7 3 7 3 7 3 3 0 0 9 1 00 1 00 1 75 1 67 1 00 0 00 0 00 3 18 7 0 9 2 9 6 2 2 8 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 4 18 7 0 9 3 1 6 2 4 2 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 5 18 7 0 9 2 4 6 2 3 0 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 6 14 7 0 9 3 1 7 3 7 3 7 3 1 00 1 67 1 75 1 00 1 00 0 00 0 00 7 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 1 0 00 -0 04 0 00 0 00 0 00 0 01 Span Lap_Shear(k Shear_Ratio 2 0 61 -0 96 1 06 0 01 -1 65 5 39 2 38 3 26 Id Left Right Left Right 3 1 07 0 97 -0 95 -1 05 3 26 2 36 1 78 9 41 2 21 3 09 4 1 00 0 90 -1 02 -1 12 3 09 2 26 1 33 8 81 3 27 4 20 2 0 93 0 33 5 1 57 1 42 -1 51 -1 66 4 20 2 90 -2 90 9 06 3 71 5 10 3 0 93 0 88 0 33 0 32 6 1 62 1 47 -0 92 5 10 3 75 -2 45 9 33 0 01 4 0 88 1 20 0 32 0 43 7 0 06 0 00 0 01 0 00 0 33 0 00 5 1 20 1 46 0 43 0 52 6 1 46 0 52 LOAD COMBINATION #10 DL +CL +SL /2 +AUX1 Purlin Design Report (Surface 2) 5/28/08 10 19am Page 80 Of 285 HCI Steel Buildings Inc. 6/12/2008 Page 81 Of 285 1:1 I Job No 1 3980 I modify Customer I C1a11am Builde 6 Ex In I Date 1 6/12/2008 Description) HCI STEEL BUILDING Westport Shipyard Pa nt Ay' Designed FJR I Checked By DB SYSTEMS, INC. 3980 PURLIN ANALYSIS Purlin Design Report (Surface 2) 5/28/08 10 19am Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0 00 -0 06 0 00 0 00 0 00 0 01 Span Lap_Shear(k Shear_Ratio 2 1 00 1 39 -1 54 0 01 2 89 5 78 2 67 3 95 Id Left Right Left Right 3 1 11 1 01 -0 92 -1 02 3 95 3 02 -1 43 9 72 2 28 3 13 4 1 05 0 95 -0 98 -1 08 3 13 2 25 -1 71 9 21 2 49 3 38 2 1 13 0 41 5 1 07 0 97 -0 95 -1 05 3 38 2 49 -1 68 9 43 2 30 3 18 3 1 13 0 89 0 41 0 32 6 1 05 0 95 -0 62 3 18 2 30 -1 68 9 23 0 01 4 0 89 0 97 0 32 0 35 7 0 04 0 00 0 01 0 00 0 33 0 00 5 0 97 0 91 0 35 0 33 6 0 91 0 33 STRENGTH /DEFLECTION Span Shear(k Moment(f -k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 3980 1 RS -0 06 11 71 0 00 RS 0 01 8 84 0 00 LS 0 00 0 02 2 RL 1 39 11 71 0 12 MS -2 89 7 56 0 38 RL 0 13 -0 24 PURLIN ANALYSIS 3 LL 1 01 11 71 0 09 LL 3 02 8 84 0 34 LL 0 14 -0 12 4 RL -0 98 11 71 0 08 RL 2 49 8 84 0 28 RL 0 10 -0 18 Shear(k Moment(f -k 5 LL 0 97 11 71 0 08 LL 2 49 8 84 0 28 LL 0 10 -0 17 Span Left Left Right Right Left Left MidSpan Right Right 6 LL 0 95 11 71 0 08 LL 2 30 8 84 0 26 LL 0 08 -0 12 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 7 LS 0 04 11 71 0 00 LS 0 01 8 84 0 00 LS 0 00 0 01 UNBRACE LENGTHS 1 0 00 -0 04 0 00 0 00 0 00 0 01 2 0 62 -0 95 -1 05 0 01 1 68 5 44 2 30 3 18 3 1 05 0 95 -0 97 -1 07 3 18 2 30 -1 68 9 24 2 49 3 38 Available 4 1 08 0 98 -0 95 -1 05 3 38 2 49 -1 71 9 45 2 25 3 13 Reduction 5 1 02 0 92 -1 01 -1 11 3 13 2 28 -1 43 8 95 3 02 3 95 Span Minor Cb Factor 6 1 54 1 39 1 00 3 95 2 67 -2 89 8 88 0 01 Id Major LS LL MS RL RS LS LL MS RL RS Out In 7 0 06 0 00 0 01 0 00 0 33 0 00 1 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 2 14 7 7 3 7 3 7 3 2 2 0 9 1 00 1 00 1 75 1 67 1 00 0 00 0 00 STRENGTH /DEFLECTION 3 18 7 0 9 3 8 6 2 3 1 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 4 18 7 0 9 2 9 6 2 3 1 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 Span Shear(k Moment(f -k Mom +Shr Deflection(in) SHEET 41 of 143 1 Job Not 3980 I modify 1 I Customer I Clallam Builde 6 Ex In 1 Date Description Westport Shipyard Pa nt 1 6/12/2008 I Designed By1 FJR HCI STEEL BUILDING SYSTEMS INC. I 1 I Checked By' DB LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 LOAD COMBINATION 911 DL +CL +SL /2 +AUX2 Purlin Design Report (Surface 2) 5/28/08 10 19am 5 18 7 0 9 3 1 6 2 2 9 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 6 14 7 0 9 2 9 7 3 7 3 7 3 1 00 1 67 1 75 1 00 1 00 0 00 0 00 7 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 Page 82 Of '85 N i• l• l• HCI Steel Buildings, Inc. 6/12/2008 Job No 1 3980 mo dif y I Customer I Clallam Builde S Exc In I Date 1 6/12/2008 Description) HCI STEEL BUILDING Westport Shipyard Pa nt Designed ByI FJR SYSTEMS. INC. I I I Checked ByI DB 3980 Purlin Design Report (Surface 2) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow UNBRACE LENGTHS Span Lap_Shear(k Shear_Ratio Id Left Right Left Right 2 0 91 0 33 3 0 91 0 97 0 33 0 35 4 0 97 0 89 0 35 0 32 5 0 89 1 13 0 32 0 41 6 1 13 0 41 LOAD COMBINATION #12 DL +CL +SL -1 OAUX1 5/28/08 10 19am 1 RS -0 04 11 71 0 00 RS 0 01 8 84 0 00 LS 0 00 0 01 2 AL -0 95 11 71 0 08 RL 2 30 8 84 0 26 RL 0 08 -0 12 3 RL -0 97 11 71 0 08 RL 2 49 8 84 0 28 RL 0 10 -0 17 4 LL 0 98 11 71 0 08 LL 2 49 8 84 0 28 LL 0 10 -0 18 5 RL 1 01 11 71 0 09 RL 3 02 8 84 0 34 RL 0 14 -0 12 6 LL 1 39 11 71 0 12 MS 2 89 7 56 0 38 LL 0 13 -0 24 7 LS 0 06 11 71 0 00 LS 0 01 8 84 0 00 LS 0 00 0 02 Page 83 Of 285 3980 PURLIN ANALYSIS 1 0 00 -0 04 0 00 0 00 0 00 0 01 2 0 56 -1 01 1 11 0 01 1 35 4 88 3 16 4 09 3 1 55 1 40 -1 53 1 68 4 09 2 80 -2 87 8 97 3 86 5 27 Available 4 1 63 1 48 -1 45 -1 60 5 27 3 91 2 40 9 41 3 67 5 01 Reduction 5 1 62 1 47 -1 46 -1 61 5 01 3 65 2 60 9 38 3 53 4 87 Span Minor Cb Factor 6 1 60 1 45 -0 94 4 87 3 53 -2 53 9 25 0 01 Id Major LS LL MS RL RS LS LL MS RL RS Out In 7 0 06 0 00 0 01 0 00 0 33 0 00 1 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 2 14 7 7 3 7 3 7 3 2 9 0 9 1 00 1 00 1 75 1 67 1 00 0 00 0 00 STRENGTH /DEFLECTION 3 18 7 0 9 2 9 6 2 3 1 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 4 18 7 0 9 3 1 6 2 9 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 Span Shear(k Moment(f k Mom +Shr Deflection(in) 5 18 7 0 9 3 1 6 2 3 8 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 6 14 7 0 9 2 2 7 3 7 3 7 3 1 00 1 67 1 75 1 00 1 00 0 00 0 00 7 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 1 RS -0 04 11 71 0 00 RS 0 01 8 84 0 00 LS 0 00 0 01 2 RL 1 01 11 71 0 09 RL 3 16 8 84 0 36 RL 0 15 -0 06 3 RL 1 53 11 71 0 13 RL 3 86 8 84 0 44 RL 0 24 -0 32 LAP BOLT SHEAR /BEARING 4 LL 1 48 11 71 0 13 LL 3 91 8 84 0 44 LL 0 24 -0 23 5 LL 1 47 11 71 0 13 LL 3 65 8 84 0 41 LL 0 21 -0 27 Bolt 0 500 (A325 6 LL 1 45 11 71 0 12 LL 3 53 8 84 0 40 LL 0 20 -0 18 7 LS 0 06 11 71 0 00 LS 0 01 8 84 0 00 LS 0 00 0 02 UNBRACE LENGTHS SHEET 42 of 143 Job Not 3980 I modify Customer I Clallam Runde EXC In I Date 1 6/12/2008 HCI STEEL BUILDING I De 1 Westport Shipyard Pa nt I Designed ByI FJR SYSTEMS, INC. I 1 I Checked By I DB Purlin Design Report (Surface 2) 5/28/08 10 19am Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup Available Reduction Span Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In 1 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 2 14 7 7 3 7 3 7 3 4 0 0 9 1 00 1 00 1 75 1 67 1 00 0 00 0 00 3 18 7 0 9 2 3 6 2 3 1 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 4 18 7 0 9 3 3 6 2 3 1 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 Page 84 Of 285 f OM MR lip IN II s MI I• IM NM MI w 111111 lip 111. HCI Steel Buildings Inc. 6/12/2008 HCI STEEL BUILDING SYSTEMS. INC. 3980 5 18 7 0 9 3 0 6 2 2 9 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 6 14 7 0 9 3 0 7 3 7 3 7 3 1 00 1 67 1 75 1 00 1 00 0 00 0 00 7 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 Span Lap_Shear(k Shear_Ratio Id Left Right Left Right 2 1 17 0 42 3 1 17 1 50 0 42 0 54 4 1 50 1 43 0 54 0 51 5 1 43 1 39 0 51 0 50 6 1 39 0 50 PURLIN ANALYSIS STRENGTH /DEFLECTION Job No 3980 Customer Clallam Builde 6 Ex In De .ptionI Westport Shipyard Pa nt LOAD COMBINATION 913 DL +CL +SL -1 OAUX2 modify I Date l 6/12/2008 Designed Byl FJR Checked By DB Span Shear(k Moment(f k Mom +Shr Deflection(in) Page 85 Of 285 Job NoI 3980 Customer I Clallam Builde 6 Ex In Desaript.onl Westport Shipyard Paint HCI STEEL BUILDING i SYSTEMS, INC. Purlin Design Report (Surface 2) 5/28/08 10 19am 3980 Purlin Design Report (Surface 2) 5/28/08 10 19am Shear(k Moment(f -k LAP BOLT SHEAR /BEARING Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup Bolt 0 500 (A325 1 0 00 -0 06 0 00 0 00 0 00 0 01 Span Lap_Shear(k Shear_Ratio 2 0 94 1 45 -1 60 0 01 -2 53 5 42 3 53 4 87 Id Left Right Left Right 3 1 61 1 46 -1 47 -1 62 4 87 3 53 -2 60 9 29 3 65 5 01 4 1 60 1 45 -1 48 1 63 5 01 3 67 -2 40 9 25 3 91 5 27 2 1 39 0 50 5 1 68 1 53 -1 40 1 55 5 7 3 86 2 87 9 70 2 80 4 09 3 1 39 1 43 0 50 0 51 6 1 11 1 01 -0 56 4 09 3 16 1 35 9 78 0 01 4 1 43 1 50 0 51 0 54 7 0 04 0 00 0 01 0 00 0 33 0 00 5 1 50 1 17 0 54 0 42 6 1 17 0 42 SHEET 43 of 143 modify Date 1 6/12/2008 Designed Byl FJR Checked By I DB Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 RS -0 06 11 71 0 00 RS 0 01 8 84 0 00 LS 0 00 0 02 2 RL -1 45 11 71 0 12 RL 3 53 8 84 0 40 RL 0 20 -0 18 3 RL -1 47 11 71 0 13 RL 3 65 8 84 0 41 RL 0 21 -0 27 4 RL -1 48 11 71 0 13 RL 3 91 8 84 0 44 RL 0 24 -0 23 5 LL 1 53 11 71 0 13 LL 3 86 8 84 0 44 LL 0 24 -0 32 6 LL 1 01 11 71 0 09 LL 3 16 8 84 0 36 LL 0 15 -0 06 7 LS 0 04 11 71 0 00 LS 0 01 8 84 0 00 LS 0 00 0 01 UNBRACE LENGTHS Available Reduction Span Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In 1 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 2 14 7 7 3 7 3 7 3 3 0 0 9 1 00 1 00 1 75 1 67 1 00 0 00 0 00 3 18 7 0 9 2 9 6 2 3 0 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 4 18 7 0 9 3 1 6 2 3 3 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 5 18 7 0 9 3 1 6 2 2 3 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 6 14 7 0 9 4 0 7 3 7 3 7 3 1 00 1 67 1 75 1 00 1 00 0 00 0 00 7 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 LOAD COMBINATION 814 DL +CL +1 6AUX3 Page 86 Of 285 MN M MI OM In NM MO MI 1♦ MI MI NM I l♦ OIN HCI Steel Buildings Inc. 6/12/2008 HCI STEEL BUILDING SYSTEMS. INC. 3990 PURLIN ANALYSIS Shear(k Moment(f k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup STRENGTH /DEFLECTION Job No 1 3980 mo dif y Customer I Clallam Builde Ex In I Date 1 6/12/2008 Description) Westport Shipyard Paint I Designed Byl FJR Checked By I DB Purlin Design Report (Surface 2) 5/28/08 10 19am Span Shear(k Moment(f -k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow Page 87 Of 285 HCI STEEL BUILDING SYSTEMS. INC. 3980 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 1 0 00 -0 05 0 00 0 00 0 00 0 01 Span Lap_Shear(k Shear_Ratio 2 0 79 -1 28 -1 41 0 01 2 05 5 25 3 40 4 58 Id Left Right Left Right 3 1 48 1 35 -1 18 -1 31 4 58 3 34 -2 75 9 90 1 91 3 00 4 0 60 0 56 -0 37 -0 41 3 00 2 49 -0 35 11 08 0 88 1 22 2 1 31 0 47 5 0 49 0 44 -0 48 -0 53 1 22 0 81 -0 95 8 93 1 19 1 63 3 1 31 0 86 0 47 0 31 6 0 51 0 46 -0 29 1 63 1 21 -0 76 9 37 0 00 4 0 86 0 35 0 31 0 13 7 0 02 0 00 0 00 0 00 0 33 0 00 5 0 35 0 47 0 13 0 17 6 0 47 017 SHEET 44 of 143 LOAD COMBINATION 815 DL +CL +1 6AUX4 I Job No 1 3980 I mo dif y Customer I Clallam Builde Ex In I Date 6/12/2008 Description' Westport Shipyard Pa nt I Designed By FJR l Checked By 1 DB Purlin Design Report (Surface 2) 5/28/08 10 19am 5 18 7 0 9 2 1 6 2 3 0 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 6 14 7 0 9 3 2 7 3 7 3 7 3 1 00 1 67 1 75 1 00 1 00 0 00 0 00 7 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 1 RS -0 05 11 71 0 00 RS 0 01 8 84 0 00 LS 0 00 0 01 2 RL -1 28 11 71 0 11 RL 3 40 8 84 0 38 RL 0 18 -0 13 PURLIN ANALYSIS 3 LL 1 35 11 71 0 12 MS -2 75 6 97 0 39 LL 0 18 -0 33 4 LL 0 56 11 71 0 05 LL 2 49 8 56 0 29 LL 0 09 0 03 Shear(k Moment(f -k 5 RL -0 48 11 71 0 04 MS -0 95 6 97 0 14 RL 0 02 -0 11 Span Left Left Right Right Left Left MidSpan Right Right 6 LL 0 46 11 71 0 04 LL 1 21 8 84 0 14 LL 0 02 -0 05 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 7 LS 0 02 11 71 0 00 LS 0 00 8 84 0 00 LS 0 00 0 00 1 0 00 -0 02 0 00 0 00 0 00 0 00 UNBRACE LENGTHS 2 0 20 -0 55 -0 60 0 00 -0 38 3 75 2 37 2 87 3 1 28 1 15 -1 38 -1 51 2 87 1 81 -2 59 8 54 3 81 5 08 Available 4 1 51 1 38 -1 15 -1 28 5 08 3 81 -2 58 10 12 1 82 2 89 Reduction 5 0 60 0 55 -0 37 -0 42 2 89 2 38 -0 43 11 02 0 82 1 17 Span Minor Cb Factor 6 0 48 0 43 -0 32 1 17 0 77 -0 94 8 79 0 00 Id Major LS LL MS RL RS LS LL MS RL RS Out In 7 0 02 0 00 0 00 0 00 0 33 0 00 1 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 2 14 7 7 3 7 3 7 3 3 3 0 9 1 00 1 00 1 75 1 67 1 00 0 00 0 00 STRENGTH /DEFLECTION 3 18 7 0 9 3 0 6 2 1 8 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 4 18 7 0 9 5 3 4 9 3 1 0 9 1 00 1 67 1 00 1 67 1'00 0 00 0 00 Span Shear(k Moment(f -k Mom +Shr Deflection(1n) Page 88 Of 285 MI OM SIM ON NO r MN t. HCI Steel Buildings, Inc. 6/12/2008 HCI STEEL BUILDING SYSTEMS. INC. Job No 1 3980 I modify Customer I Clallam Builde s Ex In I Date 1 6/12/2008 Description! Westport Shipyard Pa nt I Designed By' FJR Checked By I DB 3980 Purlin Design Report (Surface 2) 5/28/08 10 19am Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 RS -0 02 11 71 0 00 RS 0 00 8 84 0 00 LS 0 00 0 00 2 RL -0 55 11 71 0 05 RL 2 37 8 06 0 29 RL 0 08 0 03 3 RL -1 38 11 71 0 12 RL 3 81 8 84 0 43 RL 0 22 -0 29 4 LL 1 38 11 71 0 12 LL 3 81 8 84 0 43 LL 0 22 -0 29 5 LL 0 55 11 71 0 05 LL 2 38 8 56 0 28 LL 0 08 0 01 6 LL 0 43 11 71 0 04 MS -0 94 7 56 0 12 LL 0 01 -0 08 7 LS 0 02 11 71 0 00 LS 0 00 8 84 0 00 LS 0 00 0 01 UNBRACE LENGTHS LOAD COMBINATION 016 DL +CL +1 6AUX5 Page 89 Of 285 HCI STEEL BUILDING SYSTEMS. INC. 3980 PURLIN ANALYSIS Job No 1 3980 I modify I Cuatomer1 Clallam Builde a Ex In I Date 1 6/12/2008 Description! Westport Shipyard Pa nt I Designed ByI FJR I Checked By DB Purlin Design Report (Surface 2) 5/28/08 10 19am Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0 00 -0 02 0 00 0 00 0 00 0 00 2 0 32 -0 43 -0 48 0 00 -0 94 5 88 0 77 1 17 3 0 42 0 37 -0 55 -0 60 1 17 0 82 -0 43 7 65 2 38 2 89 Available 4 1 28 1 15 1 38 -1 51 2 89 1 82 -2 58 8 55 3 81 5 08 Reduction 5 1 51 1 38 -1 15 -1 28 5 08 3 81 2 59 10 12 1 81 2 87 Span Minor Cb Factor 6 0 60 0 55 -0 20 2 87 2 37 -0 38 10 92 0 00 Id Major LS LL MS RL RS LS LL MS RL RS Out In 7 0 02 0 00 0 00 0 00 0 33 0 00 1 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 2 14 7 7 5 7 5 7 5 6 3 0 9 1 00 1 00 1 75 1 67 1 00 0 00 0 00 STRENGTH /DEFLECTION 3 18 7 0 9 1 8 6 2 3 4 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 4 18 7 0 9 3 4 6 2 1 8 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 Span Shear(k Moment(f -k Mom +Shr Deflection(in) 5 18 7 0 9 5 3 5 4 2 8 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 6 14 7 0 9 2 0 7 3 7 3 7 3 1 00 1 67 1 75 1 00 1 00 0 00 0 00 7 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 1 RS -0 02 11 71 0 00 RS 0 00 8 84 0 00 LS 0 00 0 01 2 RL -0 43 11 71 0 04 MS -0 94 7 56 0 12 RL 0 01 -0 08 3 RL -0 55 11 71 0 05 RL 2 38 8 56 0 28 RL 0 08 0 01 LAP BOLT SHEAR /BEARING 4 RL -1 38 11 71 0 12 RL 3 81 8 84 0 43 RL 0 22 -0 29 5 LL 1 38 11 71 0 12 LL 3 81 8 84 0 43 LL 0 22 -0 29 Bolt 0 500 (A325 6 LL 0 55 11 71 0 05 LL 2 37 8 06 0 29 LL 0 08 0 03 7 LS 0 02 11 71 0 00 LS 0 00 8 84 0 00 LS 0 00 0 00 Span Lap_Shear(k Shear_Ratio Id Left Right Left Right UNBRACE LENGTHS 2 0 82 0 30 Available 3 0 82 1 45 0 30 0 52 Reduction 4 1 45 0 82 0 52 0 30 Span Minor Cb Factor 5 0 82 0 33 0 30 0 12 Id Major LS LL MS RL RS LS LL MS RL RS Out In 6 0 33 0 12 SHEET 45 of 143 1 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 2 14 7 7 3 7 3 7 3 2 0 0 9 1 00 1 00 1 75 1 67 1 00 0 00 0 00 3 18 7 0 9 2 8 5 4 5 3 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 4 18 7 0 9 1 8 6 2 3 4 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 Page 90 Of 285 MI MI =II MI NO r NM MO it S IN HCI Steel Buildings, Inc. 6/12/2008 Job No 1 3980 I modify Customer' Clallam Builde Ex In I Date 6/12/2008 1 De option' Westport Shipyard Pa nt I Designed By FJR HCI STEEL BUILDING SYSTEMS, INC. I Checked By I DB s 3980 Purlin Design Report (Surface 5/28/08 10 19am 3980 Purlin Design Report (Surface 2) 5/28/08 10 19am 5 18 7 0 9 3 4 6 2 1 8 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 6 14 7 0 9 6 3 7 5 7 5 7 5 1 00 1 67 1 75 1 00 1 00 0 00 0 00 7 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 Span Lap_Shear(k Shear_Ratio Id Left Right Left Right 2 0 33 0 1, 3 0 33 0 82 0 12 0 30 4 0 82 1 45 0 30 0 52 5 1 45 0 82 0 52 0 30 6 0 82 0 30 LOAD COMBINATION 817 DL +CL +1 6AUX6 PURLIN ANALYSIS Shear(k Moment(£ -k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0 00 -0 02 0 00 0 00 0 00 0 00 Span Lap_Shear(k Shear_Ratio 2 0 29 -0 46 -0 51 0 00 -0 76 5 29 1 21 1 63 Id Left Right Left Right 3 0 53 0 48 -0 44 -0 49 1 63 1 19 -0 95 9 74 0 81 1 22 4 0 41 0 37 -0 56 -0 60 1 22 0 88 -0 35 7 59 2 49 3 00 2 0 47 0 17 5 1 31 1 18 1 35 1 48 3 00 1 91 75 8 77 3 34 4 58 3 0 47 0 35 0 17 0 13 6 1 41 1 28 -0 79 4 58 3 40 -2 05 9 4, 0 01 4 0 35 0 86 0 13 0 31 7 0 05 0 00 0 01 0 00 0 33 0 00 5 0 86 1 31 0 31 0 47 6 1 31 0 47 STRENGTH /DEFLECTION Span Shear(k Moment(f -k Mom +Shr Deflection(in) Page 91 Of 285 UNBRACE LENGTHS Bolt 0 500 (A325 SHEET 46 of 143 Job Not 3980 I modify I MCI S TE EL BUILDING Customer' Clallam Builde 6 Ex In I Date 6/12/2008 Description' Westport Shipyard Pa nt Designed By� FJR HCI SE SYSTEMS, INC. 1 I Checked By' DB Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 RS -0 02 11 71 0 00 RS 0 00 8 84 0 00 LS 0 00 0 00 2 RL -0 46 11 71 0 04 RL 1 21 8 84 0 14 RL 0 02 -0 05 3 LL 0 48 11 71 0 04 MS -0 95 6 97 0 14 LL 0 02 -0 11 4 RL -0 56 11 71 0 05 RL 2 49 8 56 0 29 RL 0 09 0 03 5 RL 1 35 11 71 0 12 MS -2 75 6 97 0 39 RL 0 18 -0 33 6 LL 1 28 11 71 0 11 LL 3 40 8 84 0 38 LL 0 18 -0 13 7 LS 0 05 11 71 0 00 LS 0 01 8 84 0 00 LS 0 00 0 01 Available Reduction Span Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In 1 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 2 14 7 7 3 7 3 7 3 3 2 0 9 1 00 1 00 1 75 1 67 1 00 0 00 0 00 3 18 7 0 9 3 0 6 2 2 1 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 4 18 7 0 9 3 1 4 9 5 3 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 5 18 7 0 9 1 8 6 2 3 0 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 6 14 7 0 9 3 3 7 3 7 3 7 3 1 00 1 67 1 75 1 00 1 00 0 00 0 00 7 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 LAP BOLT SHEAR /BEARING LOAD COMBINATION #18 DL +CL +1 6AUX7 Page 92 Of 285 mu 7w I♦ S MI 1111111 11111111 MI NM MI MI N HCI Steel Buildings Inc 6/12/2008 HCI STEEL BUILDING SYSTEMS. INC. PURLIN ANALYSIS STRENGTH /DEFLECTION Job No 3980 I modify Customer' Clallam Builde 6 Ex In I Date 1 6/12/2008 Description' Westport Shipyard Pa nt I Designed By' FJR I Checked By I DB 3980 Purlin Design Report (Surface 5/28/08 10 19am Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup Page 93 Of 285 1 0 00 -0 05 0 00 0 00 0 00 0 01 Span Lap Shear(k Shear Ratio 2 0 95 -1 12 -1 25 0 01 -2 98 6 32 1 19 2 23 Id Left Right Left Right 3 0 46 0 41 -0 51 -0 56 2 23 1 84 0 27 8 47 2 65 3 11 4 1 40 1 27 -1 27 1 40 3 11 1 95 -3 40 9 33 1 95 3 11 2 0 64 0 23 5 0 56 0 51 -0 41 -0 46 3 11 2 65 0 27 10 20 1 84 2 23 3 0 64 0 89 0 23 0 32 6 1 25 1 12 -0 95 2 23 1 19 -2 98 8 35 0 01 4 0 89 0 89 0 32 0 32 7 0 05 0 00 0 01 0 00 0 33 0 00 5 0 89 0 64 0 32 0 23 6 0 64 0 23 SHEET 47 of 143 Job No 1 3980 I modify I �Cuetomer I Clallam Builde 6 Ex In I Date I 6/12/2008 I Descriptaonl Westport Shipyard Pa nt I Designed Byl FJR HCI STEEL BUILDING SYSTEMS, INC. I Checked By' 08 3980 Purlin Design Report (Surface 2) 5/28/08 10 19am 5 18 7 0 9 5 3 6 2 5 3 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 6 14 7 0 9 1 2 7 3 7 3 7 3 1 00 1 67 1 75 1 00 1 00 0 00 0 00 7 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 LAP BOLT SHEAR /BEARING. Bolt 0 500 (A325 LOAD COMBINATION 819 DL +CL +1 6AUX8 Span Shear(k Moment(f -k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 RS -0 05 11 71 0 00 RS 0 01 8 84 0 00 LS 0 00 0 02 2 RL 1 12 11 71 0 10 MS -2 98 7 56 0 39 RL 0 04 -0 28 PURLIN ANALYSIS 3 RL -0 51 11 71 0 04 RL 2 65 8 56 0 31 RL 0 09 0 14 4 RL -1 27 11 71 0 11 MS -3 40 6 97 0 49 RL 0 08 -0 47 Shear(k Moment(f -k 5 LL 0 51 11 71 0 04 LL 2 65 8 56 0 31 LL 0 09 0 14 Span Left Left Right Right Left Left MidSpan Right Right 6 LL 1 12 11 71 0 10 MS -2 98 7 56 0 39 LL 0 04 -0 28 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 7 LS 0 05 11 71 0 00 LS 0 01 8 84 0 00 LS 0 00 0 02 UNBRACE LENGTHS 1 0 00 -0 02 0 00 0 00 0 00 0 00 2 0 16 -0 59 -0 64 0 00 -0 24 2 97 2 96 3 49 1 4., 1 30 -1 23 1 36 3 49 2 30 -3 34 9 56 1 72 2 86 Available 4 0 51 0 46 -0 46 -0 51 2 86 2 43 0 48 9 33 2 43 2 86 Reduction 5 1 36 1 23 -1 30 -1 43 2 86 1 72 -3 34 9 11 2 30 3 49 Span Minor Cb Factor 6 0 64 0 59 -0 16 3 49 2 96 -0 24 11 69 0 00 Id Major LS LL MS RL RS LS LL MS RL RS Out In 7 0 02 0 00 0 00 0 00 0 33 0 00 1 03 03 03 03 03 03 100100100100100 000000 2 14 7 7 3 7 3 7 3 1 2 0 9 1 00 1 00 1 75 1 67 1 00 0 00 0 00 STRENGTH /DEFLECTION 3 18 7 0 9 5 3 6 2 5 3 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 4 18 7 0 9 1 7 6 2 1 7 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 Span Shear(k Moment(f -k Mom +Shr Deflection(in) Page 94 Of 285 IIIII i1 s am IIIIII 1 III "6712/2T: Stee uildin Inc Job No 1 3980 Customer I Clallam Builder a Ex In Description' Westport Shipyard Paint HCI STEEL BUILDING I SYSTEMS.INC. 3980 Purlin Design Report (Surface 2) modify I Date 1 6/12/2008 Designed ByI FJR Checked By' DB 5/28/08 10 19am Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 RS -0 02 11 71 0 00 RS 0 00 8 84 0 00 LS 0 00 0 00 2 RL -0 59 11 71 0 05 RL 2 96 7 98 0 37 RL 0 12 0 07 3 LL 1 30 11 71 0 11 MS 3 34 6 97 0 48 LL 0 10 -0 45 4 RL -0 46 11 71 0 04 RL 2 43 8 56 0 28 RL 0 08 0 18 5 RL -1 30 11 71 0 11 MS 3 34 6 97 0 48 RL 0 10 -0 45 6 LL 0 59 11 71 0 05 LL 2 96 7 98 0 37 LL 0 12 0 07 7 LS 0 02 11 71 0 00 LS 0 00 8 84 0 00 LS 0 00 0 00 UNBRACE LENGTHS Span Lap_Shear(k Id Left Right Shear_Ratio Left Right LOAD COMBINATION 820 DL +CL +SL +AUX9 Page 95 Of 285 I Job Noj 3980 I modify I Customer' Clallam Builde S Ex In I Date 6/12/2008 HCI STEEL BUILDING Description' Westport Shipyard Pa nt I Designed By FJR SYSTEMS. INC. I I I Checked ByI DB SHEET 48 of 143 3980 Purlin Design Report (Surface 2) PURLIN ANALYSIS 5/28/08 10 19am Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0 00 -0 11 0 00 0 00 0 00 0 02 2 1 76 -2 72 -3 00 0 02 -4 77 5 43 6 61 9 11 3 3 01 2 73 2 77 -3 06 9 11 6 60 -4 85 9 27 6 96 9 51 Available 4 3 03 2 75 -2 75 -3 03 9 51 6 98 -4 65 9 33 6 98 9 51 Reduction 5 3 06 2 77 -2 73 -3 01 9 51 6 96 -4 85 9 40 6 60 9 11 Span Minor Cb Factor 6 3 00 2 72 1 76 9 11 6 61 -4 77 9 24 0 02 Id Major LS LL MS RL RS LS LL MS RL RS Out In 7 0 11 0 00 0 02 0 00 0 33 0 00 1 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 2 14 7 5 9 5 9 5 9 6 5 0 9 1 00 1 00 1 75 1 67 1 00 0 00 0 00 STRENGTH /DEFLECTION 3 18 7 0 9 2 0 6 2 1 5 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 4 18 7 0 9 5 3 6 2 5 3 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 Span Shear(k Moment(f k Mom +Shr Deflection(in) 5 18 7 0 9 1 5 6 2 2 0 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 6 14 7 0 9 6 5 5 9 5 9 5 9 1 00 1 67 1 75 1 00 1 00 0 00 0 00 7 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 1 RS -0 11 11 71 0 01 RS 0 02 8 84 0 00 LS 0 00 0 03 2 RL -2 72 11 71 0 23 RL 6 61 8 84 0 75 RL 0 70 -0 34 3 RL -2 77 11 71 0 24 RL 6 96 8 84 0 79 RL 0 77 -0 50 LAP BOLT SHEAR /BEARING 4 RL -2 75 11 71 0 23 RL 6 98 8 84 0 79 RL 0 77 -0 46 5 LL 2 77 11 71 0 24 LL 6 96 8 84 0 79 LL 0 77 -0 50 Bolt 0 500 (A325 6 LL 2 72 11 71 0 23 LL 6 61 8 84 0 75 LL 0 70 -0 34 7 LS 0 11 11 71 0 01 LS 0 02 8 84 0 00 LS 0 00 0 03 UNBRACE LENGTHS 2 1 00 0 36 Available 3 1 00 0 82 0 36 0 '9 Reduction 4 0 82 0 82 0 29 0 29 Span Minor Cb Factor 5 0 82 1 00 0 29 0 36 Id Major LS LL MS RL RS LS LL MS RL RS Out In 6 1 00 0 36 1 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 2 14 7 7 3 7 3 7 3 3 0 0 9 1 00 1 00 1 75 1 67 1 00 0 00 0 00 3 18 7 0 9 2 9 6 2 3 1 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 4 18 7 0 9 3 1 6 2 3 1 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 Page 96 Of 285 MN eel In NO MI MI NS M CI Steel Buildings Inc. 6/12/2008 HCI STEEL BUILDING SYSTEMS. INC. 3980 5 18 7 0 9 3 1 6 2 2 9 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 6 14 7 0 9 3 0 7 3 7 3 7 3 1 00 1 67 1 75 1 00 1 00 0 00 0 00 7 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 Span Lap_Shear(k Shear_Ratio Id Left Right Left Right DEFLECTION LOAD COMBINATION 8 1 LL Span DEFLECTION(in) Id Calc Allow Ratio 1 0 01 2 -0 10 1 17 0 08 3 -0 15 1 49 0 10 4 -0 13 1 49 0 09 5 -0 15 1 49 0 10 6 -0 10 1 17 0 08 7 0 01 LOAD COMBINATION 8 2 SL Span DEFLECTION(in) Id Calc Allow Ratio Job No 1 3980 I modify Customer' Clallam Builde 6 Ex In I Date 1 6/12/2008 Description' Westport Shipyard Pa nt I Designed Byl FJR I Checked By' DB Page 97 Of 285 HCI STEEL BUILDIN G SYSTEMS. INC. Purlin Design Report (Surface 2) 5/28/08 10 19am 3980 Purlin Design Report (Surface 2) SHEET 49 of 143 1 0 01 2 -0 12 1 17 0 11 3 -0 18 1 49 0 12 4 -0 17 1 49 0 11 5 -0 18 1 49 0 12 6 -0 12 1 17 0 11 7 0 01 LOAD COMBINATION H 3 SL +AUX9 Span DEFLECTION(in) 2 2 60 0 94 Id Calc Allow Ratio 3 2 60 2 72 0 94 0 98 4 2 72 2 72 0 98 0 98 1 0 03 5 2 72 2 60 0 98 0 94 2 -0 28 1 17 0 24 6 2 60 0 94 3 -0 42 1 49 0 28 4 -0 38 1 49 0 26 5 -0 42 1 49 0 28 6 -0 28 1 17 0 24 7 0 03 p it I Job No 1 3980 I modify I 1111 1 Customer) Clallam Builde 6 Ex In I Date 6/12/2008 Descript.onDescripti °n, Westport Shipyard Pa nt I Designed FJR Checked By' DB 3980 Purlin Design Report (Surface 2) Bay Span Purlin Id Id Size 1 8Z25U12 0 33 1 2 8Z25U12 14 67 ROOF PURLIN PURLIN LAYOUT (Purlin Id= 7) DESIGN RUN 8 1, SURFACE 8 2 (Edge Strip Zone= 3 40) Span Lap(ft) Load No (ft) Left Right Width Brace 3 20 0 0 88 3 20 1 5/28/08 10 19am 5/28/08 10 19am Page 98 Of 285 ow OM MI MI MB MN MI S MI MI In HCI Steel Buildings, Inc. 6/12/2008 Job No t 398D I modify 1 I Customer I Clallam Builders 6 Exc. Inc. I Data 1 6/12/2008 Dasariptionl Westport Shipyard Paint I Designed ByI PJR SYSTEMS INC..LDING 1 I Checked By! DB 3980 Purlin Design Report (Surface 2) 5/28/08 10 19am 2 3 8225012 18 67 0 88 0 88 3 20 2 3 4 8Z25U12 18 67 0 88 0 88 3 20 2 4 5 8225012 18 67 0 88 0 88 3 20 2 5 6 8225012 14 67 0 88 3 20 1 7 8225012 0 33 3 20 0 LOAD COMBINATION 8 1 DL +CL +LL PURLIN ANALYSIS Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0 00 -0 03 0 00 0 00 0 00 0 01 2 0 55 -0 84 -0 93 0 01 -1 48 5 43 2 05 2 82 3 0 93 0 84 -0 86 -0 95 2 82 2 04 -1 50 9 27 2 15 2 94 4 0 94 0 85 -0 85 -0 94 2 94 2 16 -1 44 9 33 2 16 2 94 5 0 95 0 86 -0 84 -0 93 2 94 2 15 -1 50 9 40 2 04 2 82 6 0 93 0 84 -0 55 2 82 2 05 -1 48 9 24 0 01 7 003 000 001 000 033 000 STRENGTH /DEFLECTION Span Id 1 2 3 4 5 6 7 Shear(k Moment(f -k Mom +Shr Deflection(in) Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow RS RL RL RL LL LL LS UNBRACE LENGTHS -0 03 11 71 0 00 RS 0 01 8 84 0 00 LS 0 00 0 01 -0 84 11 71 0 07 RL 2 05 8 84 0 23 RL 0 07 -0 10 -0 86 11 71 0 07 RL 2 15 8 84 0 24 RL 0 07 -0 16 -0 85 11 71 0 07 RL 2 16 8 84 0 24 RL 0 07 -0 14 O 86 11 71 0 07 LL 2 15 8 84 0 24 LL 0 07 -0 16 O 84 11 71 0 07 LL 2 05 8 84 0 23 LL 0 07 10 O 03 11 71 0 00 LS 0 01 8 84 0 00 LS 0 00 0 01 Page 99 Of 285 140 STEEL BUILDING SYSTEMS INC. LAP BOLT SHEAR /BEARING• Bolt 0 500 (A325 2 3 9 5 6 O 81 O 84 O 84 O 81 Span Left Id Sup 1 0 00 2 0 63 3 1 08 CLICCT Cf1 wF 4 A') O 81 0 84 O 84 0 81 PURLIN ANALYSIS I J a b No 1 3980 C r Custome rl Clallam Builde Exc. I- D escription/ Westport Shipyard Paint I I 3980 Purlin Design Report (Surface 2) Available Reduction Span Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In 1 03 03 03 03 03 03 100100100100100 000000 2 14 7 7 3 7 3 7 3 2 9 0 9 1 00 1 00 1 75 1 67 1 00 0 00 0 00 3 18 7 0 9 2 9 6 2 3 1 0 9 1 00 1 67 1 00 1 61 1 00 0 00 0 00 4 18 7 0 9 3 1 6 2 3 1 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 5 187 09 31 62 29 09 100167100161100 000000 6 14 7 0 9 2 9 7 3 7 3 7 3 1 00 1 67 1 75 1 00 1 00 0 00 0 00 7 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 Span Lap_Shear(k Shear_Ratio Id Left Right Left Right O 29 O 30 0 30 O 29 O 29 0 30 0 30 O 29 LOAD COMBINATION 9 2 DL +CL +SL Shear(k Left Right Lap Lap Right Sup -0 04 -0 98 -1 08 0 98 -0 99 1 10 Moment(f -k Left Left MidSpan Right Right Sup Lap Mom Loc Lap Sup 0 00 0 01 3 27 0 00 -1 71 2 37 -1 74 modify Inc. I Data 1 6/12/2008 I I Designed B FUR 1 Checked By' DB 5/28/08 10 19am 0 00 0 01 5 43 2 37 3 27 9 27 2 50 3 41 Page 100 Of 285 N i• HCI Steel Buildings, Inc. HCI STEEL BUILDING SYSTEMS, INC. 3980 STRENGTH /DEFLECTION Job No 1 3980 I modify Customer' Clallam Builders 6 Exc Inc I Date 1 6/12/2008 Description' Westport Shipyard Paint I Designed pli FJR I I Checked ByI DB Purlin Design Report (Surface 2) 5/28/08 10 19am Span Shear(k Moment(f -k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow Span Lap_Shear(k Shear_Ratio Id Left Right Left Right Page 101 Of 285 I NCI STEEL BUILDING SYSTEMSE, INC. 3980 4 1 09 0 99 -0 99 -1 09 3 41 2 50 -1 67 9 33 2 50 3 41 2 0 93 0 34 5 1 10 0 99 -0 98 -1 08 3 41 2 50 -1 74 9 40 2 37 3 27 3 0 93 0 97 0 34 0 35 6 1 08 0 98 -0 63 3 27 2 37 -1 71 9 24 0 01 4 0 97 0 97 0 35 0 35 7 0 04 0 00 0 01 0 00 0 33 0 00 5 0 97 0 93 0 35 0 34 6 0 93 0 34 Job No' 3980 Customs' Clallam Builder 6 Exc. Description1 Westport Shipyard Paint LOAD COMBINATION 8 3 DL +CL +0 75LL +0 75WP I modify In Data 6/12/2008 I Designed By1 FJR I Checked By' DB Purlin Design Report (Surface 2) 5/28/08 10 19am 1 RS -0 04 11 71 0 00 RS 0 01 8 84 0 00 LS 0 00 0 01 2 RL -0 98 11 71 0 08 RL 2 37 8 84 0 27 RL 0 09 -0 12 PURLIN ANALYSIS 3 RL -0 99 11 71 0 08 RL 2 50 8 84 0 28 RL 0 10 -0 18 4 RL -0 99 11 71 0 08 RL 2 50 8 84 0 28 RL 0 10 -0 17 Shear(k Moment(f -k 5 LL 0 99 11 71 0 08 LL 2 50 8 84 0 28 LL 0 10 -0 18 Span Left Left Right Right Left Left MidSpan Right Right 6 LL 0 98 11 71 0 08 LL 2 37 8 84 0 27 LL 0 09 -0 12 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 7 LS 0 04 11 71 0 00 LS 0 01 8 84 0 00 LS 0 00 0 01 1 0 00 -0 04 0 00 0 00 0 00 0 01 UNBRACE LENGTHS 2 0 59 -0 91 -1 00 0 01 -1 59 5 43 2 21 3 05 3 1 01 0 91 -0 93 -1 02 3 05 2 21 -1 62 9 27 2 33 3 18 Available 4 1 01 0 92 -0 92 -1 01 3 18 2 33 -1 56 9 33 2 33 3 18 Reduction 5 1 02 0 93 -0 91 -1 01 3 18 2 33 1 62 9 40 2 21 3 05 Span Minor Cb Factor 6 1 00 0 91 -0 59 3 05 2 21 1 59 9 24 0 01 Id Major LS LL MS RL RS LS LL MS RL RS Out In 7 0 04 0 00 0 01 0 00 0 33 0 00 1 03 03 03 03 03 03 100100100100100 000000 2 14 7 7 3 7 3 7 3 2 9 0 9 1 00 1 00 1 75 1 67 1 00 0 00 0 00 STRENGTH /DEFLECTION 3 187 09 2 9 62 31 09 100167100167100 000000 4 18 7 0 9 3 1 6 2 3 1 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 Span Shear(k Moment(f -k Mom +Shr Deflection(in) 5 18 7 0 9 3 1 6 2 2 9 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 6 14 7 0 9 2 9 7 3 7 3 7 3 1 00 1 67 1 75 1 00 1 00 0 00 0 00 7 0 3 0 3 0 3 0 3 0 3 0 3 1 0 0 1 0 0 1 0 0 1 0 0 1 0 0 0 0 0 0 0 0 1 RS 0 0 4 1 1 7 1 0 0 0 RS 001 8 84 000 LS 000 001 2 RL -0 91 11 71 0 08 RL 2 21 8 84 0 25 RL 0 08 -0 11 3 RL -0 93 11 71 0 08 RL 2 33 8 84 0 26 RL 0 09 -0 17 LAP BOLT SHEAR /BEARING 4 RL -0 92 11 71 0 08 LL 2 33 8 84 0 26 RL 0 09 -0 15 5 LL 0 93 11 71 0 08 LL 2 33 8 84 0 26 LL 0 09 -0 17 Bolt 0 500 (A325 6 LL 0 91 11 71 0 08 LL 2 21 8 84 0 25 LL 0 08 -0 11 7 LS 0 04 11 71 0 00 LS 0 01 8 84 0 00 LS 0 00 0 01 UNBRACE LENGTHS Page 102 Of 285 6/12/2008 Illy llllll I On r r l I w NM HCI Steel Buildings, Inc. 6/12/2008 Job Not 3980 1 modify 1 Customer I Clallam Builder b Inc I Data 1 6/12/2008 I L_ HCI STEEL BUILDING Dascriptionl Westport Shipya Paint Exe Designed B1 P18 SYSTEMS. INC. 1 Checked Ey1 D R 3980 Purlin Design Report (Surface 2) 5/28/08 10 19am Available Reduction Span Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In 1 03 03 03 03 03 03 100100100100100 000000 2 147 73 73 7 3 29 09 100 000000 3 18 7 09 2 9 62 31 09 100167100167100 000000 4 18 7 09 31 62 31 09 100 000000 5 18 7 09 31 62 29 09 100167100167100 000000 6 14 7 0 9 2 9 7 3 7 3 7 3 1 00 1 67 1 75 1 00 1 00 0 00 0 00 7 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 Span Lap_Shear(k Shear_Ratio Id Left Right Left Right LOAD COMBINATION 0 4 DL +CL +0 75SL +0 75WP PURLIN ANALYSIS Page 103 Of 285 I -I I HCI STEEL BUILDING SYSTEMS. INC. STRENGTH /DEFLECTION e+urr r fen _s n AA I Job No I Clai C Cuatame I Clallam Builders 6 Exc Inc. Dascriptienl Westpor Shi P Shear(k Moment(f -k LAP BOLT SHEAR /BEARING Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup Bolt 0 500 (A325 1 0 00 -0 04 0 00 0 00 0 00 0 01 Span Lap_Shear(k Shear_Ratio 2 0 65 -1 01 -1 12 0 01 -1 77 5 43 2 45 3 38 Id Left Right Left Right 3 1 12 1 01 -1 03 -1 13 3 38 2 45 1 80 9 27 2 58 3 53 modify i Data 6/12/2008 Designed BIl FJR Checked By l DB 3980 Purlin Design Report (Surface 2) 5/28/08 10 19am 4 1 13 3$ 102 -1 02 -1 13 3 53 2 59 -1 73 9 33 259 3 53 5 1 13 1 03 -1 01 -1 12 3 53 2 58 -1 80 9 40 2 45 3 38 6 1 12 1 01 -0 65 3 38 2 45 -1 77 9 24 0 01 7 004 000 001 000 033 000 Span Shear(k Moment(f -k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 RS -0 04 11 71 0 00 RS 0 01 8 84 0 00 LS 0 00 0 01 2 RL -1 01 11 71 0 09 RL 2 45 8 84 0 28 RL 0 10 -0 13 3 RL -1 03 11 71 0 09 RL 2 58 8 84 0 29 RL 0 11 -0 19 4 RL 02 11 71 0 09 RL 2 59 8 84 0 29 RL 0 11 -0 17 5 LL 1 03 11 71 0 09 LL 2 58 8 84 0 29 LL 0 11 -0 19 6 LL 1 01 11 71 0 09 LL 2 45 8 84 0 28 LL 0 10 -0 13 7 LS 0 04 11 71 0 00 LS 0 01 8 84 0 00 LS 0 00 0 01 UNBRACE LENGTHS 2 0 87 0 31 Available 3 0 87 0 91 0 31 0 33 Reduction 4 0 91 0 91 0 33 0 33 Span Minor Cb Factor 5 0 91 0 87 0 33 0 31 Id Major LS LL MS RL R5 LS LL MS RL RS Out In 6 0 87 0 31 1 03 03 03 03 03 03 100100100100100 000000 2 14 7 7 3 7 3 7 3 2 9 0 9 1 00 1 00 1 75 1 67 1 00 0 00 0 00 3 18 7 0 9 2 9 6 2 3 1 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 4 18 7 0 9 3 1 6 2 3 1 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 5 18 7 0 9 3 1 6 2 2 9 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 6 14 7 0 9 2 9 7 3 7 3 7 3 1 00 1 67 1 75 1 00 1 00 0 00 0 00 7 03 03 03 03 03 03 100100100100100 000000 Page 104 Of 285 fig ow ow I ow ow um ow MI OM ON NM MN OM OM OM i♦ HCI Steel Buildings, Inc. 6/12/2008 Job No 1 3980 I modify Customer I Clallam Builds Ex In 1 Data 1 6/12/2008 I Dagctiptionl Westport Shipyard Paint I Daeigned FJR NCI STEEL BUILDING SYSTEMS. INC. I 1 I Checked By I DB 3980 Purlin Design Report (Surface 2) s 5/28/08 10 19am 2 097 035 3 0 97 1 01 0 35 0 36 4 1 01 1 01 0 36 0 36 5 1 01 0 97 0 36 0 35 6 097 035 LOAD COMBINATION 8 5 0 6DL +WS PURLIN ANALYSIS Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup STRENGTH /DEFLECTION Span Shear(k Moment(f -k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow Page 105 Of 285 Job Noj 3980 1 modify 1 I Customer I Clallam Builders 8 Exc In I Date 1 6/12/2008 I N Description Westport Shipyard Paint I Designed Byl FJR HCI STEEL BUILDING SYSTEMS. INC. 1 Checked By1 DB 3980 a Purlin Design Report (Surface 2) Y 5/28/08 10 19am Available Reduction Span Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In 1 0 3 0 3 0 3 03 03 03 100100100100100 000000 2 14 7 7 3 7 3 7 3 2 9 0 9 1 00 1 00 1 75 1 67 1 00 0 00 0 00 3 18 7 0 9 2 9 6.2 3 1 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 4 18 7 0 9 3 1 6.2 3 1 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 5 18 7 0 9 3 1 6 2 2 9 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 6 14 7 0 9 2 9 7 3 7 3 7 3 1 00 1 67 1 75 1 00 1 00 0 00 0 00 7 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 1 0 00 0 03 0 00 0 00 0 00 0 00 Span Lap_Shear(k Shear_Ratio 2 -0 45 0 67 0 73 0 00 1 18 5 57 -1 61 -2 23 Id Left Right Left Right 3 -0 73 -0 66 0 67 0 74 -2 23 -1 61 1 18 9 28 -1 69 -2 31 4 -0 74 -0 67 0 67 0 74 -2 31 -1 70 1 13 9 33 -1 70 -2 31 2 0 64 0.23 5 -0 74 -0 67 0 66 0 73 -2 31 -1 69 1 18 9 39 -1 61 -2 23 3 0 64 0 66 0 23 0 24 6 -0 73 -0 67 0 45 -2 23 -1 61 1 18 9 09 0 00 4 0 66 0 66 0 24 0 24 7 -0 03 0 00 0 00 0 00 0 33 0 00 5 0 66 0 64 0.24 0 23 6 0 64 0 23 1 RS 0 03 11 71 0 00 RS 0 00 8 84 0 00 LS 0 00 -0 01 2 RL 0 67 11 71 0 06 RL -1 61 8 84 0 18 RL 0 04 0 08 PURLIN ANALYSIS 3 RL 0 67 11 71 0 06 RL -1 69 8 84 0 19 RL 0 05 0 12 4 RL 0 67 11 71 0 06 RL -1 70 8 84 0 19 RL 0 05 0 11 Shear(k Moment(f -k 5 LL -0 67 11 71 0 06 LL -1 69 8 84 0 19 LL 0 05 0 12 Span Left Left Right Right Left Left MidSpan Right Right 6 LL -0 67 11 71 0 06 LL -1 61 8 84 0 18 LL 0 04 0 08 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 7 LS -0 03 11 71 0 00 LS 0 00 8 84 0 00 LS 0 00 -0 01 1 000 -004 000 000 000 001 UNBRACE LENGTHS 2 0 62 -0 99 -1 09 0 01 -1 65 5 33 2 52 3 43 3 1 12 1 02 -0 96 -1 06 3 43 2 50 -1 96 9 61 1 95 2 83 r r_ r C 3 ..t 4 4'1 LOAD COMBINATION 0 6 DL +CL +SL /2 +AUX3 Page 106 Of 285 I• NE INN MIN IN w OM I NM Illy NM OM I• WIM HCI Steel Buildings, Inc. HCI STEEL BUILDING SYSTEMS. INC. I I I Checked By' DB 3980 CI I Job No 1 3980 I modify Customer I Clallam Builde 6 Ex In I Data 6/12/2008 Description' Westport Shipyard Paint I Designed ByI FJR Purlin Design Report (Surface 2) 5/28/08 10 19am 4 0 76 0 69 -0 61 -0 68 2 83 2 20 -0 89 9 86 1 52 2 08 5 0 71 0 64 -0 65 -0 72 2 08 1 49 -1 20 9 26 1 59 2 19 6 0 71 0 64 -0 41 2 19 1 60 -1 11 9 28 0 00 7 0 03 0 00 0 00 0 00 0 33 0 00 STRENGTH /DEFLECTION Span Shear(k Moment(f -k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow UNBRACE LENGTHS Span Lap_Shear(k Shear_Ratio Id Left Right Left Right Page 107 Of 285 HCI STEEL BUILDING SYSTEMS. INC. 3980 Jeb No' 3980 Customer' Clallam Builde a Ex In Description' Westport Shipyard Paint 1 Purlin Design Report (Surface 2) 2 0 98 0 35 3 0 98 0 81 0 35 0 29 4 0 81 0 60 0 29 0 21 5 0 60 0 63 0 21 0 23 6 0 63 0 23 LOAD COMBINATION 9 7 DL +CL +SL /2 +AUX4 modify Date 1 6/12/2008 I Designed By' FJR I Checked By 1 DB 5/28/08 10 19am 1 RS -0 04 11 71 0 00 RS 0 01 8 84 0 00 LS 0 00 0 01 2 RL -0 99 11 71 0 08 RL 2 52 8 84 0 29 RL 0 10 -0 11 PURLIN ANALYSIS 3 LL 1 02 11 71 0 09 LL 2 50 8 84 0 28 LL 0 10 -0 22 4 LL 0 69 11 71 0 06 LL 2 20 8 84 0 25 LL 0 07 -0 07 Shear(k Moment(f -k 5 RL -0 65 11 71 0 06 RL 1 59 8 84 0 18 RL 0 04 -0 13 Span Left Left Right Right Left Left MidSpan Right Right 6 LL 0 64 11 71 0 06 LL 1 60 8 84 0 18 LL 0 04 -0 08 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 7 LS 0 03 11 71 0 00 LS 0 00 8 84 0 00 LS 0 00 0 01 I 0 00 -0 03 0 00 0 00 0 00 0 00 2 0 38 -0 68 -0 75 0 00 -0 93 4 92 2 09 2 72 3 1 04 0 93 -1 04 -1 14 2 72 1 85 -1 88 8 88 2 75 3 71 Available 4 1 14 1 04 -0 94 -1 04 3 71 2 76 -1 85 9 76 1 92 2 79 Reduction 5 0 76 0 69 -0 61 -0 67 2 79 2 15 -0 96 9 88 1 44 2 00 Span Minor Cb Factor 6 0 70 0 63 -0 43 2 00 1 42 -1 18 9 11 0 00 Id Major LS LL MS RL RS LS LL MS RL RS Out In 7 0 03 0 00 0 00 0 00 0 33 0 00 1 0 3 0 3 0 3 0 3 03 03 100100100100100 000000 2 14 7 7 3 7 3 7 3 3 1 0 9 1 00 1 00 1 75 1 67 1 00 0 00 0 00 STRENGTH /DEFLECTION. 3 18 7 0 9 3 0 6 2 2 4 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 4 18 7 0 9 4 2 6 2 3 1 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 Span Shear(k Moment(f -k Mom +Shr Deflection(in) 5 18 7 0 9 2 8 6 2 2 9 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 6 14 7 0 9 3 0 7 3 7 3 7 3 1 00 1 67 1 75 1 00 1 00 0 00 0 00 7 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 1 85 -0 03 11 71 0 00 RS 0 00 8 84 0 00 LS 0 00 0 01 2 RL -0 68 11 71 0 06 RL 2 09 8 84 0 24 RL 0 06 -0 04 3 RL -1 04 11 71 0 09 RL 2 75 8 84 0 31 RL 0 12 -0 21 LAP BOLT SHEAR /BEARING 4 LL 1 04 11 71 0 09 LL 2 76 8 84 0 31 LL 0 12 -0 20 5 LL 0 69 11 71 0 06 LL 2 15 8 84 0 24 LL 0 07 -0 08 Bolt 0 500 (A325 6 LL 0 63 11 71 0 05 LL 1 42 8 84 0 16 LL 0 03 -0 09 7 LS 0 03 11 71 0 00 LS 0 00 8 84 0 00 LS 0 00 0 01 UNBRACE LENGTHS AI 111 r A An Page 108 Of 285 6/12/2008 M IMO NM I it NM MI HCI Steel Buildings, Inc. Job No' 3980 y modify 1 C I r I Custome Clallam Builds a Exc Inc Data 1 6/12/2008 Description} Hestport Shipyard Paint I Designed By' FJR HCI STEEL BUILDING SYSTEMS. INC. 1 y Checked By y DB 3980 Purlin Design Report (Surface 2) 5/28/08 1019am 5 Available Reduction Span Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In 1 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 2 14 7 7 3 7 3 7 3 4 0 0 9 1 00 1 00 1 75 1 67 1 00 0 00 0 00 STRENGTH /DEFLECTION 3 187 09 23 62 32 09 100167100167100 000000 4 18 7 0 9 3 3 6 2 2 4 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 Span Shear(k Moment(f -k Mom +Shr Deflection(in) 5 18 7 0 9 4 0 6 2 2 9 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 Id Loc Cale Allow UC Loc Calc Allow UC Loc UC Calc Allow 6 14 7 0 9 2 7 7 3 7 3 7 3 1 00 1 67 1 75 1 00 1 00 0 00 0 00 7 03 03 03 03 03 03 100100100100100 000000 1 RS 0 03 11 71 0 00 RS 000 884000 LS 000 001 2 RL -0 63 11 71 0 05 RL 1 42 8 84 0 16 RL 0 03 -0 09 3 AL -0 69 11 71 0 06 RL 2 15 8 84 0 24 AL 0 07 -0 08 4 RL -1 04 11 71 0 09 RL 2 76 8 84 0.31 RL 0 12 -0 20 5 11 1 04 11 71 0 09 LL 2 75 8 84 0 31 LL 0 12 -0 21 Bolt 0 500 (A325 6 LL 0 68 11 71 0 06 LL 2 09 8 84 0 24 LL 0 06 -0 04 7 LS 0 03 11 71 0 00 LS 0 00 8 84 0 00 LS 0 00 0 01 LAP BOLT SHEAR /BEARING Span Lap_Shear(k Shear_Ratio Id Left Right Left Right 2 0 78 0 28 Available 3 0 78 1 06 0 28 0 38 Reduction 4 1 06 0 80 0 38 0 29 Span Minor Cb Factor 5 0 80 0 57 0 29 0 21 Id Major LS LL MS RL RS LS LL MS RL RS Out In 6 0 57 021 LOAD COMBINATION 8 8 DL +CL +SL /2 +AUX5 PURLIN ANALYSIS Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0 00 -0 03 0 00 0 00 0 00 0 00 2 0 43 -0 63 -0 70 0 00 -1 18 5 56 1 42 2 00 3 0 67 0 61 -0 69 -0 76 2 00 1 44 -0 96 8 78 2 15 2 79 Page 109 Of 285 iYt 1 I 1 3980 Purlin Design Report (Surface 2) 5/28/08 10 19am 5 4 1 04 0 94 -1 04 -1 14 2 79 1 92 -1 85 8 91 2 76 3 71 5 1 14 1 04 -0 93 -1 04 3 71 2 75 -1 88 9 79 1 85 2 72 6 0 75 0 68 -0 38 2 72 2 09 -0 93 9 74 0 00 7 0 03 0 00 0 00 0 00 0 33 0 00 UNBRACE LENGTHS LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 Job Noy 3980 1 modify Customer I Clallam Builder Exc. In I Date 6/12/2008 Description' Westport Shipyard Paint I Designed By FUR NCI STEEL BUILDING SYSTEMS INC. 1 1 Checked By 1 DB 1 03 03 03 03 03 03 100100100100100 000000 2 14 7 7 3 7 3 7 3 2 7 0 9 1 00 1 00 1 75 1 67 1 00 0 00 0 00 3 18 7 0 9 2 9 6 2 4 0 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 4 1 8 7 09 24 62 33 09 100167100167100 000000 5 18 7 0 9 3 2 6 2 2 3 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 6 147 09 40 73 73 73 100167175100100 000000 7 03 03 03 03 03 03 100100100100100 000000 Span Lap_Shear(k Shear_Ratio Id Left Right Left Right Page 110 Of 285 6/12/2008 i i MS 11111 i i i MI i i i i i i i i i HCI Steel Buildings Inc. I II Page 111 Of 285 C: Job No 1 3980 1 modify 1 I Job No 1 3980 I modify I Customer I Clallam Builde S Exc. In 'Date 1 6/12/2008 I Customer p I Clallam es Builde Sh i py ard S Ex P In I Date 1 6/12/2008 p I Westport Shipyard Paint Designed FJR HCI STEEL BUILDING 1 aer t onI W Deacri tion p pyar a nt gn B yI De i i Designed Byl FJR HCI STEEL BUILDING SYSTEMS, INC. 1 1 Checked By' DB SYSTEMS, INC. Checked Byl DB 3980 Purlin Design Report (Surface 2) 5/28/08 10 19am 3980 Purlin Design Report (Surface 2) 5/28/08 10 19am 2 0 57 0 21 3 057 080 021 029 Available Reduction 4 0 80 1 06 0 29 0 38 Span Minor Cb Factor 5 1 06 0 78 0 38 0 28 Id Major LS LL MS RL RS LS LL MS RL RS Out In 6 0 78 0 28 LOAD COMBINATION 9 DL +CL +SL /2 +AUX6 PURLIN ANALYSIS Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0 00 -0 03 0 00 0 00 0 00 0 00 Span Lap_Shear(k Shear Ratio 2 0 41 -0 64 -0 71 0 00 -1 11 5 39 1 60 2 19 Id Left Right Left Right 3 0 72 0 65 -0 64 -0 71 2 19 1 59 -1 20 9 41 1 49 2 08 4 0 68 0 61 -0 69 -0 76 2 08 1 52 -0 89 8 81 2 20 2 83 2 0 63 0 23 5 1 06 0 96 -1 02 -1 12 2 83 1 95 -1 96 9 06 2 50 3 43 3 0 63 0 60 0 23 0 21 6 1 09 0 99 -0 62 3 43 2 52 -1 65 9 33 0 01 4 0 60 0 81 0 21 0 29 7 0 04 0 00 0 01 0 00 0 33 0 00 5 0 81 0 98 0 29 0 35 6 0 98 0 35 STRENGTH /DEFLECTION Span Shear(k Moment(f -k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow "1 err--r If _s A An 1 03 03 03 03 03 03 100100100100100 000000 2 14 7 7 3 7 3 7 3 3 0 0 9 1 00 1 00 1 75 1 67 1 00 0 00 0 00 3 187 09 29 62 28 09 100167100167100 000000 4 18 7 0 9 3 1 6 2 4 2 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 5 1 8 7 09 24 62 30 09 100167100167100 000000 6 14 7 0 9 3 1 7 3 7 3 7 3 1 00 1 67 1 75 1 00 1 00 0 00 0 00 7 03 03 03 03 03 03 100100100100100 000000 LAP BOLT SHEAR /BEARING. Bolt 0 500 (A325 LOAD COMBINATION #10 DL +CL +SL /2 +AUX1 1 RS -0 03 11 71 0 00 RS 0 00 8 84 0 00 LS 0 00 0 01 2 RL -0 64 11 71 0 06 RL 1 60 8 84 0 18 RL 0 04 -0 08 PURLIN ANALYSIS 3 LL 0 65 11 71 0 06 LL 1 59 8 84 0 18 LL 0 04 -0 13 4 RL -0 69 11 71 0 06 RL 2 20 8 84 0 25 RL 0 07 -0 07 Shear(k Moment(f -k 5 RL -1 02 11 71 0 09 RL 2 50 8 84 0 28 RL 0 10 -0 22 Span Left Left Right Right Left Left MidSpan Right Right 6 LL 0 99 11 71 0 08 LL 2 52 8 84 0 29 LL 0 10 -0 11 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 7 LS 0 04 11 71 0 00 LS 0 01 8 84 0 00 LS 0 00 0 01 1 0 00 -0 04 0 00 0 00 0 00 0 01 UNBRACE LENGTHS 2 0 67 -0 93 -1 04 0 01 -1 95 5 78 1 80 2 66 3 0 75 0 68 -0 62 -0 69 2 66 2 04 -0 96 9 72 1 53 2 11 Page 112 Of 285 6/12/2008 I• N I= i• I• I• OM I• HCI Steel Buildings, Inc. 6/12/2008 C Ng STEEL BUILDING SYSTEMS INC. 3980 4 0 71 0 64 -0 66 -0 73 2 11 1 52 -1 15 9 21 1 67 2 28 5 0 72 0 66 -0 64 71 2 28 1 68 -1 23 9 43 1 55 2 14 6 0 71 0 64 -0 42 2 14 1 55 -1 13 9 23 0 00 7 0 03 0 00 0 00 0 00 0 33 0 00 STRENGTH /DEFLECTION Purlin Design Report (Surface 2) 5/28/08 10 19am Span Lap Shear(k Shear_Ratio Id Left Right Left Right Job No 3980 mo dif y Customer I Clallam Builde Esc Inc. I Date 1 6/12/2008 Description/ Westport Shipyard Paint Designed HyI FJR Checked By I DB Span Shear(k Moment(f -k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow Page 113 Of 285 HCI STEEL BUILDING D SYSTEMS, INC. 3980 2 0 76 0 27 3 0 76 0 60 0 27 0 22 4 0 60 0 65 0 22 0 23 5 0 65 0 61 0 23 0 22 6 0 61 0 22 Job No 1 3980 I modify 1:1 L esCus I I Clallam Builder Ex In I Date 1 6/12/2008 o n West Shipyard Paint I Designed FJR I I I Checked Nv I im LOAD COMBINATION 811 DL +CL +SL /2 +AUX2 Purlin Design Report (Surface 2) 5/28/08 10 19am 1 RS -0 04 11 71 0 00 RS 0 01 8 84 0 00 LS 0 00 0 01 2 RL -0 93 11 71 0 08 MS -1 95 7 56 0 26 RL 0 06 -0 16 PURLIN ANALYSIS 3 LL 0 68 11 71 0 06 LL 2 04 8 84 0 23 LL 0 06 -0 08 4 RL -0 66 11 71 0 06 RL 1 67 8 84 0 19 RL 0 04 -0 12 Shear(k Moment(f 5 LL 0 66 11 71 0 06 LL 1 68 8 84 0 19 LL 0 04 -0 12 Span Left Left Right Right Left Left MidSpan Right Right 6 LL 0 64 11 71 0 05 LL 1 55 8 84 0 18 LL 0 04 -0 08 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 7 LS 0 03 11 71 0 00 LS 0 00 8 84 0 00 LS 0 00 0 01 1 0 00 -0 03 0 00 0 00 0 00 0 00 UNBRACE LENGTHS 2 0 42 -0 64 -0 71 0 00 -1 13 5 44 1 55 2 14 3 0 71 0 64 -0 66 -0 72 2 14 1 55 -1 13 9 24 1 68 2 28 Available 4 0 73 0 66 -0 64 -0 71 2 28 1 67 -1 15 9 45 1 52 2 11 Reduction 5 0 69 0 62 -0 68 -0 75 2 11 1 53 -0 96 8 95 2 04 2 66 Span Minor Cb Factor 6 1 04 0 93 -0 67 2 66 1 80 -1 95 8 88 0 01 Id Major LS LL MS RL RS LS LL MS RL RS Out In 7 0 04 0 00 0 01 0 00 0 33 0 00 1 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 2 14 7 7 3 7 3 '7 3 2 2 0 9 1 00 1 00 1 75 1 67 1 00 0 00 0 00 STRENGTH /DEFLECTION 3 187 09 38 62 31 09 100167100167100 000000 4 18 7 0 9 2 9 6 2 3 1 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 Span Shear(k Moment(f -k Mom+Shr Deflection(in) 5 18 7 0 9 3 1 6 2 2 9 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 6 14 7 0 9 2 9 7 3 7 3 7 3 1 00 1 67 1 75 1 00 1 00 0 00 0 00 7 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 1 RS -0 03 11 71 0 00 RS 0 00 8 84 0 00 LS 0 00 0 01 2 RL -0 64 11 71 0 05 RL 1 55 8 84 0 18 RL 0 04 -0 08 3 RL -0 66 11 71 0 06 RL 1 68 8 84 0 19 RL 0 04 -0 12 LAP BOLT SHEAR /BEARING: 4 LL 0 66 11 71 0 06 LL 1 67 8 84 0 19 LL 0 04 -0 12 5 AL -0 68 11 71 0 06 RL 2 04 8 84 0 23 RL 0 06 -0 08 Bolt 0 500 (A325 6 LL 0 93 11 71 0 08 MS -1 95 7 56 0 26 LL 0 06 -0 16 7 LS 0 04 11 71 0 00 LS 0 01 8 84 0 00 LS 0 00 0 01 UNBRACE LENGTHS Page 114 Of 285 IN NM MN OM NM OM HCI Steel Buildings, Inc. 6/12/2008 C HCI STEEL BUILDING SYSTEMS INC. LAP BOLT SHEAR /BEARING 2 061 022 3 0 61 0 65 0 22 0 23 4 0 65 0 60 0 23 0 22 5 0 60 0 76 0 22 0 27 6 0 76 0 27 LOAD COMBINATION 812 DL +CL +SL -1 OAUX1 PURLIN ANALYSIS Job No 1 3980 1 modify Customer I Clallam Builde a Exc. In Data 1 6/12/2008 Description] Westport Shipyard Paint 1 Designed By] FJR i I I checked By 1 DB Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0 00 -0 03 0 00 0 00 0 00 0 00 2 0 37 -0 68 -0 75 0 00 -0 91 4 88 2 13 2 76 3 1 05 0 94 -1 03 -1 13 2 76 1 89 -1 94 8 97 2 60 3 55 Page 115 Of 285 Job No 1 3980 1 Customer I Clallam Builder Ex In I Data 1 6/12/2008 i Description West INN STEEL BUILDING i P ort Shipyard Paint Designed By FJR SYSTEMS. INC. NM MB IN UNBRACE LENGTHS LAP BOLT SHEAR /BEARING: Bolt 0 500 (A325 Span Lap_Shear(k Shear_Ratio Id Left Right Left Right Ime.dify 1 1 Checked By I DB 3980 Purlin Design Report (Surface 2) 5 /28/08 10 19am 3980 P urlin Design Report (Surface 2) 5/28/ 08 10 19am Available 4 1 10 1 5 00 -0 98 -1 08 3 55 2 63 -1 62 9 41 2 47 3 37 Reduction 5 1 09 0 99 -0 98 -1 08 3 37 2 46 -1 75 9 38 2 38 3 28 Span Minor Cb Factor 6 1 08 0 98 -0 63 3 28 2 38 -1 71 9 25 0 01 Id Major LS LL MS RL RS LS LL MS RL RS Out In 7 0 04 0 00 0 01 0 00 0 33 0 00 1 0 3 03 03 03 03 03 100100100100100 000000 2 14 7 7 3 7 3 7 3 2 9 0 9 1 00 1 00 1 75 1 67 1 00 0 00 0 00 STRENGTH /DEFLECTION 3 18 7 0 9 2 9 6 2 3 1 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 4 18 7 0 9 3 1 6.2 2 9 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 Span Shear(k Moment(f -k Mom+Shr Deflection(in) 5 18 7 0 9 3 1 6 2 3 9 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 6 14 7 0 9 2 2 7 3 7 3 7 3 1 00 1 67 1 75 1 00 1 00 0 00 0 00 7 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 1 RS -0 03 11 71 0 00 RS 0 00 8 84 0 00 LS 0 00 0 01 2 RL -0 68 11 71 0 06 RL 2 13 8 84 0 24 RL 0 07 -0 04 3 RL -1 03 11 71 0 09 RL 2 60 8 84 0 29 RL 0 11 -0 22 4 LL 1 00 11 71 0 09 LL 2 63 8 84 0 30 LL 0 11 -0 16 5 LL 0 99 11 71 0 08 LL 2 46 8 84 0 28 LL 0 10 -0 18 Bolt 0 500 (A325 6 LL 0 98 11 71 0 08 LL 2 38 8 84 0 27 LL 0 09 0 12 7 LS 0 04 11 71 0 00 LS 0 01 8 84 0 00 LS 0 00 0 01 Span Lap_Shear(k Shear_Ratio Id Left Right Left Right Available Reduction Span Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In 1 03 03 03 03 03 03 100100100100100 000000 2 14 7 7 3 7 3 7 3 4 1 0 9 1 00 1 00 1 75 1 67 1 00 0 00 0 00 3 1 8 7 09 23 62 31 09 100167100167100 000000 4 18 7 0 9 3 3 6 2 3 1 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 5 187 09 30 62 2 9 09 100167100167100 000000 6 147 09 30 73 7 3 73 100167175100100 000000 7 03 03 03 03 03 03 100100100100100 000000 Page 116 Of 285 lid 111111 I♦ MR NM NM NM MI HCI Steel Buildings, Inc. 6/12/2008 MO lilies s MS 11•111 lily llll1111 HCI STEEL BUILDING SYSTEMS. INC. Job Not 3980 1 modify 1 Customer 1 Clallam Builde 6 Exc Inc.1 Date 1 6/12/2008 Description Westport Shipyard Paint 1 Designed Byl FJR i 1 Checked By 1 DB Page 117 Of 285 Page 118 Of 285 1101 STEEL BUILDING SYSTEMS. INC. Job Nol 3980 1 modify 1 1111:::::11:1 Customer' Clallam Builde 6 Ex In 1 Date 1 6/12/2008 1 Descriptienl Westport Shipyard Paint I Designed Ell FJR 1 Checked By f DB 3980 Purlin Design Report (Surface 2) 5/28/08 10 19am 3980 Purlin Design Report (Surface 2) 5/28/08 10 19am 2 0 79 0 28 Available 3 0 79 1 01 0 28 0 36 Reduction 4 1 01 0 96 0 36 0 35 Span Minor Cb Factor 5 0 96 0 94 0 35 0 34 Id Major LS LL MS RL RS LS LL MS RL RS Out In 6 0 94 0 34 LOAD COMBINATION 913 DL +CL +SL -1 OAUX2 PURLIN ANALYSIS Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup STRENGTH /DEFLECTION Span Shear(k Moment(f -k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 RS -0 04 11 71 0 00 RS 0 01 8 84 0 00 LS 0 00 0 01 2 RL -0 98 11 71 0 08 RL 2 38 8 84 0 27 RL 0 09 -0 12 3 RL -0 99 11 71 0 08 RL 2 46 8 84 0 28 RL 0 10 -0 18 4 RL -1 00 11 71 0 09 RL 2 63 8 84 0 30 RL 0 11 -0 16 5 LL 1 03 11 71 0 09 LL 2 60 8 84 0 29 LL 0 11 -0 22 6 LL 0 68 11 71 0 06 LL 2 13 8 84 0 24 LL 0 07 -0 04 7 LS 0 03 11 71 0 00 LS 0 00 8 84 0 00 LS 0 00 0 01 UNBRACE LENGTHS LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 1 0 00 -0 04 0 00 0 00 0 00 0 01 Span Lap_Shear(k Shear Ratio 2 0 63 -0 98 -1 08 0 01 -1 71 5 42 2 38 3 28 Id Left Right Left Right 3 1 08 0 98 -0 99 -1 09 3 28 2 38 -1 75 9 29 2 46 3 37 4 1 08 0 98 -1 00 -1 10 3 37 2 47 -1 62 9 25 2 63 3 55 2 0 94 0 34 5 1 13 1 03 -0 94 -1 05 3 55 2 60 -1 94 9 70 1 89 2 76 3 0 94 0 96 0 34 0 35 6 0 75 0 68 -0 37 2 76 2 13 -0 91 9 78 0 00 4 0 96 1 01 0 35 0 36 7 0 03 0 00 0 00 0 00 0 33 0 00 5 1 01 0 79 0 36 0 28 6 0 79 0 28 PURLIN ANALYSIS CUCCT FO of 141 1 03 03 03 03 03 03 100100100100100 000000 2 14 7 73 73 73 30 09 100100175167100 000000 3 187 09 29 6.2 30 09 100167100167100 000000 4 18 7 0 9 3 1 6 2 3 3 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 5 187 0 9 31 62 2 3 09 100167100167100 000000 6 14 7 0 9 4 1 7 3 7 3 7 3 1 00 1 67 1 75 1 00 1 00 0 00 0 00 7 03 03 03 03 03 03 100100100100100 000000 LOAD COMBINATION 814 DL +CL +1 6AUX3 Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0 00 -0 03 0 00 0 00 0 00 0 01 2 0 53 -0 86 -0 95 0 01 -1 38 5 25 2 29 3 08 3 1 00 0 91 -0 80 -0 88 3 08 2 25 -1 85 9 90 1 28 2 02 I MN MN i NE UN MI OM IM 1 I I MI HCI Steel Buildings, Inc. 6/12/2008 HCI STEEL BUILDING SYSTEMS. INC. 3980 Purlin Design Report (Surface 2) 5/28/08 10 19am STRENGTH /DEFLECTION Span Shear(k Moment(f -k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow UNBRACE LENGTHS Span Lap Shear(k Shear_Ratio Id Left Right Left Right I Job No 1 3980 Customer I Clallam Builde 6 Ex 73aecription1 Westport Shipyard Paint I modify In I Date 1 6/12/2008 'Designed BM FJR I Checked By I DB Page 119 Of 285 HCI STEEL BUILDING SYSTEMS. INC. 3980 Purlin Design Report (Surface 2) 5/28/08 10 19am 4 0 41 0 38 -0 25 -0 28 2 02 1 68 -0 24 11 08 0 59 0 82 2 0 88 0 32 5 0 33 0 30 -0 33 -0 36 0 82 0 55 -0 64 8 93 0 80 1 10 3 0 88 0 58 0 32 0 21 6 0 34 0 31 -0 19 1 10 0 81 -0 51 9 37 0 00 4 0 58 0 23 0 21 0 08 7 001 000 000 000 033 000 5 023 031 008 011 6 0 31 0 11 1 RS -0 03 11 71 0 00 RS 0 01 8 84 0 00 LS 0 00 0 01 2 RL -0 86 11 71 0 07 RL 2 29 8 84 0 26 RL 0 08 -0 09 PURLIN ANALYSIS 3 LL 0 91 11 71 0 08 MS 1 85 6 97 0 27 LL 0 08 -0 22 4 LL 0 38 11 71 0 03 LL 1 68 8 56 0 20 LL 0 04 0 02 Shear(k Moment(f -k 5 RL -0 33 11 71 0 03 MS -0 64 6 97 0 09 RL 0 01 -0 08 Span Left Left Right Right Left Left MidSpan Right Right 6 LL 0 31 11 71 0 03 LL 0 81 8 84 0 09 LL 0 01 -0 03 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 7 LS 0 01 11 71 0 00 LS 0 00 8 84 0 00 LS 0 00 0 00 I 0 00 -0 01 0 00 0 00 0 00 0 00 2 0 14 -0 37 -0 40 0 00 -0 26 3 75 1 60 1 94 3 0 86 0 77 -0 93 -1 02 1 94 1 22 1 74 8 54 2 57 3 42 Available 4 1 02 0 93 -0 77 -0 86 3 42 2 57 1 74 10 12 1 23 1 94 Reduction 5 0 41 0 37 -0 25 -0 28 1 94 1 60 -0 29 11 02 0 56 0 79 Span Minor Cb Factor 6 0 32 0.29 -0 22 0 79 0 52 -0 63 8 79 0 00 Id Major LS LL MS RL RS LS LL MS RL RS Out In 7 0 01 0 00 0 00 0 00 0 33 0 00 1 0 3 0 3 03 03 03 03 100100100100100 000000 2 14 7 7 3 7 3 7 3 3 3 0 9 1 00 1 00 1 75 1 67 1 00 0 00 0 00 STRENGTH /DEFLECTION 3 187 09 30 62 18 09 100167100167100 000000 4 18 7 0 9 5 3 4 9 3 2 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 Span Shear(k Moment(f -k Mom +Shr Deflection(in) 5 18 7 0 9 2 1 6 2 3 0 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 6 1 4 7 0 9 3 2 7 3 7 3 7 3 1 0 0 1 6 7 1 7 5 1 0 0 1 0 0 0 0 0 0 0 0 7 0 3 0 3 0 3 0 3 0 3 0 3 1 0 0 1 0 0 1 0 0 1 0 0 1 0 0 0 0 0 0 0 0 1 RS 0 01 11 71 0 00 RS 0 0 0 8 8 4 0 0 0 1 S 0 0 0 000 2 RL -0 37 11 71 0 03 RL 1 60 8 06 0 20 RL 0 04 0 02 3 RL -0 93 11 71 0 08 RL 2 57 8 84 0 29 RL 0 10 -0 20 LAP BOLT SHEAR /BEARING 4 LL 0 93 11 71 0 08 LL 2 57 8 84 0 29 LL 0 10 -0 20 5 LL 0 37 11 71 0 03 LL 1 60 8 56 0 19 LL 0 04 0 01 Bolt 0 500 (A325 6 LL 0 29 11 71 0 02 MS -0 63 7 56 0 08 LL 0 01 -0 05 7 LS 0 01 11 71 0 00 LS 0 00 8 84 0 00 LS 0 00 0 00 UNBRACE LENGTHS CLCCT Cn ni 140 Job Na 1 3980 Customer' Clallam Builders 6 Ex In Description' Westport Shipyard Paint LOAD COMBINATION 815 DL +CL +1 6AUX4 modify 1 Date 1 6/12/2008 Deeignsd B1I FJR Checked By I DB Page 120 Of 285 milli II I II r II r I 1.11 11111111 MI HCI Steel Buildings Inc. HCI STEEL BUILDING SYSTEMS, INC. 3980 Available Reduction Span Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In LAP BOLT SHEAR /BEARING Span Lap_Shear(k Shear_Ratio Id Left Right Left Right Job No 1 3980 I modify Custoseer I Clallam Builders a Exc. Inc I Date 1 6/12/2008 Description) Westport Shipyard Paint resigned Byl FJR I Checked By I DE LOAD COMBINATION 816 DL +CL +1 6AUX5 PURLIN ANALYSIS Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0 00 -0 01 0 00 0 00 0 00 0 00 2 0 22 -0 29 -0 32 0 00 -0 63 5 88 0 52 0 79 3 0 28 0 25 -0 37 -0 41 0 79 0 56 -0 29 7 65 1 60 1 94 Page 121 Of 285 HCI STEEL BUILDING SYSTEMS. INC. I Job Not 3980 1 modify I Customer 1 Clallam Builder a Ex Inc. Date 1 6/12/2008 Description) Westport Shipyard Paint I Designed FJR I I I Checked Ry I DB a Purlin Design Report (Surface 2) 5 /28/08 10•19am 3980 Purlin Design Report (Surface 2) 5/28/08 10 19am 4 Q 0 86 0 77 -0 93 -1 02 1 94 1 23 -1 74 8 55 2 57 3 42 5 1 02 0 93 -0 77 -0 86 3 42 2 57 -1 74 10 12 1 22 1 94 6 0 40 0 37 -0 14 1 94 1 60 -0 26 10 92 0 00 7 0 01 0 00 0 00 0 00 0 33 0 00 1 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 2 14 7 7 5 7 5 7 5 6 3 0 9 1 00 1 00 1 75 1 67 1 00 0 00 0 00 STRENGTH /DEFLECTION 3 187 09 18 62 34 09 100167100167100 000000 4 18 7 0 9 3 4 6 2 1 8 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 Span Shear(k Moment(f -k Mom +Shr Deflection(in) 5 18 7 0 9 5 3 5 4 2 8 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 Id Loc Cale Allow UC Loc Calc Allow UC Loc UC Calc Allow 6 14 7 0 9 2 0 7 3 7 3 7 3 1 00 1 67 1 75 1 00 1 00 0 00 0 00 7 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 1 RS -0 01 11 71 0 00 RS 0 00 8 84 0 00 LS 0 00 0 00 2 RL -0 29 11 71 0 02 MS -0 63 7 56 0 08 RL 0 01 -0 05 3 RL -0 37 11 71 0 03 RL 1 60 8 56 0 19 RL 0 04 0 01 4 RL -0 93 11 71 0 08 RL 2 57 8 84 0 29 RL 0 10 -0 20 5 LL 0 93 11 71 0 08 LL 2 57 8 84 0 29 LL 0 10 -0 20 Bolt 0 500 (A325 6 LL 0 37 11 71 0 03 LL 1 60 8 06 0 20 LL 0 04 0 02 7 15 0 01 11 71 0 00 LS 0 00 8 84 0 00 LS 0 00 0 00 UNBRACE LENGTHS 2 0 55 0 20 Available 3 0 55 0 98 0 20 0 35 Reduction 4 0 98 0 56 0 35 0 20 Span Minor Cb Factor 5 0 56 0 22 0 20 0 08 Id Major LS LL MS RL RS LS LL MS RL RS Out In 6 0 22 0 08 1 03 03 03 03 03 03 100100100100100 000000 2 14 7 7 3 7 3 7 3 2 0 0 9 1 00 1 00 1 75 1 67 1 00 0 00 0 00 3 18 7 0 9 2 8 5 4 5 3 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 4 18 7 0 9 1 8 6 2 3 4 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 5 18 7 0 9 3 4 6 2 1 8 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 6 14 7 09 63 75 75 75 100167175100100 000000 7 03 03 03 03 03 03 100100100100100 000000 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 Span Lap_Shear(k Shear_Ratio Id Left Right Left Right Page 122 Of 285 6/12/2008 Illl11111 III III Illy III III i ll a Ili Ili Ili HCI Steel Buildings, Inc. HCI STEEL BUILDING SYSTEMS. INC. 1 1 Checked BY I 08 LOAD COMBINATION 817 DL +CL +1 6AUX6 PURLIN ANALYSIS Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup STRENGTH /DEFLECTION C Job No 1 3980 I modify Customer I Clallam Builders 6 Exc In I 1 6/12/2008 Des Westpor Shipyar P I D D ato esigned By1 FJR Span Shear(k Moment(f -k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow Page 123 Of 285 NCI STEEL BUILDING SYSTEMS. INC. LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 I I 3980 Purlin Design Report (Surface 2) 5/28/08 10 19am °3980 Purlin Design Report (Surface 2) 5/28/08 10 19am 2 0 22 0 08 Available 3 0 22 0 56 0 08 0 20 Reduction 4 0 56 0 98 0 20 0 35 Span Minor Cb Factor 5 0 98 0 55 0 35 0 20 Id Major LS LL MS RL RS LS LL MS RL RS Out In 6 0 55 0 20 1 0 00 -0 01 0 00 0 00 0 00 0 00 Span Lap_Shear(k Shear_Ratio 2 0 19 -0 31 -0 34 0 00 -0 51 5 29 0 81 1 10 id Left Right Left Right 3 0 36 0 33 -0 30 -0 33 1 10 0 80 -0 64 9 74 0 55 0 82 4 0 28 0.25 -0 38 -0 41 0 82 0 59 -0 24 7 59 1 68 2 02 2 0 31 0 11 5 0 88 0 80 -0 91 -1 00 2 02 1 28 -1 85 8 77 2 25 3 08 3 0 31 0 23 0 11 0 08 6 0 95 0 86 -0 53 3 08 2 29 -1 38 9 42 0 01 4 0 23 0 58 0 08 0 21 7 003 000 001 000 033 000 5 058 088 021 032 6 0 88 0 32 I Job No 1 3980 C Custome I Clallam Builds 6 Ex In Deseriptionl Westport Shipyard Paint modify Date 1 6/12/2008 1 Designed By) FJR I Checked By 1 DB 1 03 03 03 03 0 3 03 100100100100100 000000 2 14 7 7 3 7 3 7 3 3 2 0 9 1 00 1 00 1 75 1 67 1 00 0 00 0 00 3 18 7 0 9 3 0 6 2 2 1 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 4 187 09 32 4 9 53 09 100167100167100 000000 5 18 7 0 9 1 8 6 2 3 0 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 6 147 09 33 73 73 73 100167175100100 000000 7 03 03 03 03 03 03 100100100100100 000000 LOAD COMBINATION 818 DL +CL +1 6AUX7 1 RS -0 01 11 71 0 00 RS 0 00 8 84 0 00 LS 0 00 0 00 2 RL -0 31 11 71 0 03 RL 0 81 8 84 0 09 RL 0 01 -0 03 PURLIN ANALYSIS 3 LL 0 33 11 71 0 03 MS -0 64 6 97 0 09 LL 0 01 -0 08 4 RL -0 38 11 71 0 03 RL 1 68 8 56 0 20 RL 0 04 0 02 Shear(k Moment(f -k 5 RL -0 91 11 71 0 08 MS -1 85 6 97 0 27 RL 0 08 -0 22 Span Left Left Right Right Left Left MidSpan Right Right 6 LL 0 86 11 71 0 07 LL 2 9 8 84 0 26 LL 0 08 -0 09 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 7 LS 0 03 11 71 0 00 LS 0 01 8 84 0 00 LS 0 00 0 01 1 0 00 -0 03 0 00 0 00 0 00 0 01 UNBRACE LENGTHS 2 0 64 -0 75 -0 84 0 01 -2 01 6 32 0 80 1 50 3 0 31 0 28 -0 34 -0 38 1 50 1 24 0 18 8 47 1 78 2 10 6/12/2008 Page 124 Of 285 MN i♦ I♦ OM MN N NM HCI Steel Buildings, Inc. y Job No 1 Customer! Clallam Builders 6 Ex In HQ STEEL BUILDING Descri ption' Westport Shipyard Paint SYSTEMS INC. STRENGTH /DEFLECTION modify y Date 1 6/12/2008 Designed By' FJR Checked BY DB 4 0 94 0 85 -0 85 -0 94 2 10 1 31 -2 29 9 33 1 31 2 10 5 0 38 0 34 -0 28 -0 31 2 10 1 78 0 18 10 20 1 24 1 50 6 0 84 0 75 -0 64 1 50 0 80 -2 01 8 35 0 01 7 0 03 0 00 0 01 0 00 0 33 0 00 Span Shear(k Moment(f -k Mom +Shr Deflection(in) Id Loa Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 RS -0 03 11 71 0 00 RS 0 01 8 84 0 00 LS 0 00 0 01 2 RL -0 75 11 71 0 06 MS -2 01 7 56 0 27 RL 0 02 -0 19 3 RL -0 34 11 71 0 03 RL 1 78 8.56 0 21 RL 0 04 0 09 4 LL 0 85 11 71 0 07 MS -2 29 6 97 0 33 LL 0 04 -0 31 5 LL 0 34 11 71 0 03 LL 1 78 8 56 0 21 LL 0 04 0 09 6 LL 0 75 11 71 0 06 MS -2 01 7 56 0 27 LL 0 02 -0 19 7 LS 0 03 11 71 0 00 LS 0 01 8 84 0 00 LS 0 00 0 01 UNBRACE LENGTHS Span Lap_Shear(k Shear_Ratio Id Left Right Left Right Page 125 Of 285 HCI STEEL BUILDING SYSTEMS INC. i♦ i♦ 6/12/2008 3980 PurlinDesign Report (Surface 2) 5/28/08 10 19am 3980 Purlin Design Report (Surface 2) 5/28/08 10 19am 2 0 43 0 15 3 0 43 0 60 0 15 0 22 4 0 60 0 60 0 22 0 22 5 0 60 0 43 0 22 0 15 6 043 015 LOAD COMBINATION #19 DL +CL +1 6AUX8 PURLIN ANALYSIS Job Noy 3980 modify Customer! Clallam Builde 6 Ex Inc I Date 6/12/2008 Description' Westport Shipyard Paint 1 Designed By' FJR Checked By' DB Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0 00 -0 01 0 00 0 00 0 00 0 00 2 0 11 -0 40 -0 43 0 00 -0 16 2 97 1 99 2 35 3 0 96 0 88 -0 83 -0 92 2 35 1 55 -2 25 9 56 1 16 1 93 Available 4 0 34 0 31 -0 31 -0 34 1 93 1 64 0 32 9 33 1 64 1 93 Reduction 5 0 92 0 83 -0 88 -0 96 1 93 1 16 -2 25 9 11 1 55 2 35 Span Minor Cb Factor 6 0 43 0 40 -0 11 2 35 1 99 -0 16 11 69 0 00 Id Major LS LL MS RL RS LS LL MS RL RS Out In 7 0 01 0 00 0 00 0 00 0 33 0 00 1 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 2 14 7 7 3 7 3 7 3 1 2 0 9 1 00 1 00 1 75 1 67 1 00 0 00 0 00 STRENGTH /DEFLECTION 3 18 7 09 53 62 53 09 100167100167 000000 4 18 7 0 9 1 7 6 2 1 7 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 Span Shear(k Moment(f -k Mom+Shr Deflection(in) 5 18 7 0 9 5 3 6 2 5 3 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 6 14 7 0 9 1 2 7 3 7 3 7 3 1 00 1 67 1 75 1 00 1 00 0 00 0 00 7 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 1 RS -0 01 11 71 0 00 RS 0 00 8 84 0 00 LS 0 00 0 00 2 RL -0 40 11 71 0 03 RL 1 99 7 98 0 25 RL 0 05 0 04 3 LL 0 88 11 71 0 07 MS -2 25 6 97 0 32 LL 0 05 -0 31 LAP BOLT SHEAR /BEARING 4 RL -0 31 11 71 0 03 RL 1 64 8 56 0 19 RL 0 04 0 12 5 RL -0 88 11 71 0 07 MS -2 25 6 97 0 32 RL 0 05 -0 31 Bolt 0 500 (A325 6 LL 0 40 11 71 0 03 LL 1 99 7 98 0 25 LL 0 05 0 04 7 LS 0 01 11 71 0 00 LS 0 00 8 84 0 00 LS 0 00 0 00 UMBRAGE LENGTHS Page 126 Of 285 MN MI U MI I MI NM HCI Steel Buildings, Inc. 3980 Perlin Design Report (Surface 2) LAP BOLT SHEAR /BEARING PURLIN ANALYSIS Span Lap_Shear(k Shear Ratio Id Left Right Left Right 2 0 67 0 24 3 0 67 0 55 0 24 0 20 4 055 055 020 020 5 0 55 0 67 0 20 0 44 6 0 67 0 24 LOAD COMBINATION 820 DL +CL +SL +AUX9 Page 127 Of 285 I modify 1 In pate 6/12/2008 !Designed By1 FJR Job No 1 3980 Customer' Clallam Builde 6 Exc 1 Description! Westport Shipyard Paint HCI STEEL BUILDING SYSTEMS. INC. I 1 I Checked By 1 DB -Y =a= 5/28 /08 10 19am NCI STEEL. BUILDING SYSTEMS. INC. UNBRACE LENGTHS Shear(k Moment(f -k LAP BOLT SHEAR /BEARING Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup Bolt 0 500 (A325 Job No 1 3980 Available 4 2 04 1 85 -1 85 -2 04 6 41 4 70 -3 14 9 33 4 70 6 41 Reduction .5 2 06 1 87 -1 84 -2 03 6.41 4 69 -3 27 9 40 4 45 6 14 Span Minor Cb Factor 6 2 02 1 83 -1 19 6 14 4 45 -3 21 9 24 0 01 Id Major LS LL MS RL RS LS LL MS RL RS Out In 7 0 07 0 00 0 01 0 00 0 33 0 00 1 03 03 03 03 03 03 100100100100100 000000 2 14 7 5 9 5 9 5 9 6 5 0 9 1 00 1 00 1 75 1 67 1 00 0 00 0 00 STRENGTH /DEFLECTION 3 1 8 7 0 9 2 0 6 2 15 09 100 167100167100 000000 4 18 7 0 9 5 3 6 2 5 3 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 Span Shear(k Moment(f -k Mom +Shr Deflection(in) 5 18 7 0 9 1 5 6 2 2 0 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 Id Loc Cale Allow UC Loc Calc Allow UC Loc UC Calc Allow 6 14 7 0 9 6 5 5 9 5 9 5 9 1 00 1 67 1 75 1 00 1 00 0 00 0 00 7 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 1 RS -0 07 11 71 0 01 RS 0 01 8 84 0 00 LS 0 00 0 02 2 RL -1 83 11 71 0 16 RL 4 45 8 84 0 50 RL 0 32 -0 23 3 RL -1 87 11 71 0 16 RL 4 69 8 84 0 53 RL 0 35 -0 34 4 LL 1 85 11 71 0 16 RL 4 70 8 84 0 53 RL 0 35 -0 31 5 LL 1 87 11 71 0 16 LL 4 69 8 84 0 53 LL 0 35 -0 34 Bolt 0 500 (A325 6 LL 1 83 11 71 0 16 LL 4 45 8 84 0 50 LL 0 32 -0 23 7 LS 0 07 11 71 0 01 LS 0 01 8 84 0 00 LS 0 00 0 02 1 0 00 -0 07 0 00 0 00 0 00 0 01 Span Lap_Shear(k Shear_Ratio 2 1 19 -1 83 -2 02 0 01 -3 21 5 43 4 45 6 14 Id Left Right Left Right 3 2 03 1 84 -1 87 -2 06 6 14 4 45 -3 27 9 27 4 69 6 41 cucc A of l A) I Customer I Clallam Builde 6 Ex Description! Westport Shipyard Paint llll� MI I♦ 6/12/2008 I modify I In I Date 1 6/12/2008 Designed Byl FJR Checked BY' DB 1 03 03 03 03 03 03 100100100100100 000000 2 14 7 7 3 7 3 7 3 3 0 0 9 1 00 1 00 1 75 1 67 1 00 0 00 0 00 3 18 7 0 9 2 9 6 2 3 1 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 4 18 7 0 9 3 1 6 2 3 1 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 5 18 7 0 9 3 1 6 2 2 9 0 9 1 00 1 67 1 00 1 67 1 00 0 00 0 00 6 14 7 0 9 3 0 7 3 7 3 7 3 1 00 1 67 1 75 1 00 1 00 0 00 0 00 7 03 03 03 03 03 03 100100100100100 000000 Available Reduction Span Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In 3980 Purlin Design Report (Surface 2) 5/28/08 10 19am Page 128 Of 285 MI I♦ MO MI III MI MI MI MI HCI Steel Buildings, Inc. 6/12/2008 Job No 1 3980 I modify I I Job NuI 3980 I modify Customer' Clallam Builde 6 Exc. Inc I Date 16/12/2008� _Customer! Clallam Builders 0 Ex In I Date 1 6/12/2008 'Description) Westport Shipyard Paint I Designed BY FJR `Deacriptionl Westport Shipyard Paint I Designed Byl FJR I Checked BY! D8 I I I Checked BPI DB 3980 Purlin Design Report (Surface 2) 5/28/08 10 19am 3980 Purlin Design Report (Surface 2) 5/28/08 10 19am 2 1 75 0 63 Id Calc Allow Ratio 3 1 75 1 83 0 63 0 66 4 1 83 1 83 0 66 0 66 1 0 02 5 1 83 1 75 0 66 0 63 2 -0 19 1 17 0 16 6 1 75 0 63 3 -0 28 1 49 0 19 4 -0 26 1 49 0 17 5 -0 28 1 49 0 19 6 -0 19 1 17 0 16 7 0 02 HCI STEEL BUILDING SYSTEMS INC. DEFLECTION LOAD COMBINATION 8 1 LL Span DEFLECTION(in) Id Calc Allow Ratio 1 0 01 2 -0 07 1 17 0 06 3 -0 10 1 49 0 07 4 -0 09 1 49 0 06 5 -0 10 1 49 0 07 6 -0 07 1 17 0 06 7 0 01 LOAD COMBINATION 0 3 SL +AUX9 Span DEFLECTION(in) Page 129 Of 285 HCI STEEL BUILDING SYSTEMS. INC. CUM' AA of 1,11 �e 3980 Web Crippling Report SURFACE 2 Design_Load Reguired_For_UC =1 03 FrameLine Reaction Moment Width WebCrp WebCrp WebCrp +Mom Id Type Id (k (f k (in) (k CC CC 1 RF 20 1 87 0 02 2 13 2 33 0 81 0 65 2 RF 20 6 02 9 11 4 32 5 87 1 03 0 86 LOAD COMBINATION 0 2 SL 3 RF 20 6 09 9 51 4 42 5 92 1 03 0 87 4 RF 20 6 09 9 51 4 42 5 92 1 03 0 87 Span DEFLECTION(in) 5 RF 20 6 02 9 11 4 32 5 87 1 03 0 86 Id Calc Allow Ratio 6 RF 20 1 87 0 02 2 13 2 33 0 81 0 65 1 0 01 2 -0 08 1 17 0 07 3980 In -Plane Roof Force 5/28/08 10 19am 3 -0 12 1 49 0 08 4 -0 11 1 49 0 08 5 -0 12 1 49 0 08 6 -0 08 1 17 0 07 Win (k Design load in the plane of the purlin web 7 0 01 Wout(k Design load in the plate of the purlin flange P1 (k Force in plane of roof per anti -roll clip PURLIN ROLL FORCES Surf Load Line -Roof Load- Id Id Id Win WoUt P1 MI MI 5/28/08 10 19am Page 130 Of 285 IIIIII MI MI E MI MI UM r MI OM NM HCI Steel Buildings Inc. 6/12/2008 S SYS EMS BUILDING INC. 3980 CHECK ON PURLIN CLIP Job No 1 3980 modify I I Customer I Clallam Builders Exc. Inc. 1 Date 1 6/12/2008 Description) Westport Shipyard Paint I Designed Byl FJR I Checked Sy( D E, In -Plane Roof Force Standard_Purlin_Connection --Required_Anti_R011_COnnection Surf Line -Force /Purlin Force /Connection Id Id Row Type Thick Calc Allow UC No. Type Thick Calc Allow UC 2 RF 9 Bolt 0 23 2 Clip 0 250 -0 86 3 87 0 22 Type Description Clip Bolted clip Weld Welded clip Gusset Welded clip with gusset Bolt Direct bolt /short welded clip Strap Bolted strap PANEL SHEAR /PURLIN ANTI ROLL LOCATION Surf Line Panel_Shear DS AROLL No Id Id Calc Allow Id Purlin Purlin Location 2 RF 28 1 0 0* 8001 2 5 8 Page 131 Of 285 Page 132 Of 285 HCI STEEL BUILDING SYSTEMS, INC. 5/28/08 10 19am *WARN Roll panel shear allow 2 2 1 7 14 0 30 0 26 2 2 2 22 96 0 96 0 90 2 2 3 23 23 0 97 0 93 2 2 4 23 23 0 97 0 93 2 2 5 22 96 0 96 0 90 2 2 6 7 14 0 30 0 26 2 3 1 6 66 0 22 0 27 2 3 2 21 39 0 69 0 92 Part Type Gage Yield 2 3 3 21 65 0 70 0 95 2 3 4 21 65 0 70 0 95 WS 24 WS 24 00 40 00 2 3 5 21 39 0 69 0 92 2 3 6 6 66 0 22 0 27 2 5 1 -4 85 0 02 -0 28 2 5 2 -14 26 0 06 -0 84 2 5 3 -14 33 0 06 -0 86 2 5 4 -14 33 0 06 -0 86 2 34 03 9 5 000 2 5 5 -14 26 0 06 -0 84 2 5 6 -4 85 0 02 -0 28 MOMENTS DEFLECTIONS s 5128/08 10 19am 3980 Roof Panel Report PANEL DATA. CC I PANEL LAYOUT Surf Surface No Max Id Length Purlin Space Moment(ft- lb /ft) Surf Purlin Load Support Midspan ---Deflect(in)--- Id Space Id Calc Mn /sf Ratio Calc Mn /sf Ratio Calc Allow Ratio 2 5 000 D+S 76 1 189 3 0 40 -54 8 204 7 0 27 -0 04 1 000 0 04 D +WP 38 5 189 3 0 20 27 7 204 7 0 14 -0 02 1 000 0 02 D+WS -111 5 204 7 0 54 80 3 189 3 0 42 0 07 1 000 0 07 3980 Roof Diagonal Bracing Report 5/28/08 10 19am PANEL SHEAR. Vn /sf 0 0 Calc Wind 53 4 Seismic =106 0 1 Job No 1 3980 'modify I r Customer( Clallam Builders 6 Exc Inc Date 1 6/12/2008 Descriptionl Westport Shipyard Paint I Designed Byl FJR I I I Checked Sy I DB E mg No NE 111111 N lllllll I lllllll I HCI Steel Buildings, Inc. 6/12/2008 r NM MN ililii I iililIIII Illilllllf illllIIII Page 133 Of 285 Page 134 Of 285 I Job No) 3980 I modify a I Job No 3980 I modify i I Customer) Clallam Builders 6 Exc. Inc.1 Dat 1 6/12/2008 °W Customer I Clallam Builders 0 Ex Inc I Date 6/12/2008 Description' �Descri lien I Designed 8yl PJR 1 e aar tion :::=7:1 FJR P I Westport Shipyard Paint 9 P I Westport Shipyard Paint HCI STEEL BUILDING HCI STEEL BUILDING SYSTEMS. INC. I I I Checked By UB SYSTEMS. INC. z 3980 Roof Diagonal Bracing Report 5/28/08 10 19am DIAGONAL BRACING: Brace_Tension(k Bay Brace_Loc Diag_Brace Wind Seismic Max Id Start End Type Size Part Calc Pn /sf Calc Pn /sf UC 1 0 00 8 49 R 0 625 ROD625 4 26 5 87 6 81 7 49 0 91 8 49 25 54 R 0 625 ROD625 3 43 5 87 5 13 7 49 0 69 25 54 34 00 R 0 500 ROD500 0 91 3 74 0 97 4 77 0 24 TORSIONAL BRACING MOMENT Wind 76 77 Seismic 115 28 3980 Sidewall Diagonal Bracing Report 5/28/08 10 19am PANEL SHEAR. Wall Base Wind Seismic Id Length Calc Calc Vn /sf 2 860 00 00 1000 4 86 0 64 6 121 2 100 0 DIAGONAL BRACING: Brace_Tension(k Wall Bay Brace Diag_Brace ----Wind--- Seismic Max Id Id Bot Top Type Size Part Calc Pn /sf Calc Pn /sf UC 2 Torsional bracing used! 4 1 0 0 16 6 R 0 875 800875 3 90 11 51 14 62 14 67 1 00 4 5 0 0 16 6 R 0 875 R0D875 3 90 11 51 14 62 14 67 1 00 BASE REACTIONS C1 I T R7 of 1/1 3980 Sidewall Diagonal Bracing Report 5/28/08 10 19am Wall Bay Col Wind Max Seismic Max Id Id Id Horz Vert( Hors Vert( 4 1 1 -2 78 2 73 -6 78 6 66 4 1 2 2 78 2 73 6 78 6 66 4 5 5 -2 78 2 73 -6 78 6 66 4 5 6 278 273 678 666 5 0 00 8 49 R 0 625 ROD625 4 26 5 87 6 81 7 49 0 91 EAVE DEFLECTION 8 49 25 54 R 0 625 ROD625 3 43 5 87 5 13 7 49 0 69 Wall Wall Deflection 25 54 34 00 R 0 500 ROD500 0 91 3 74 0 97 4 77 0 24 Id Height Wind Seismic Limit 2 18 0 0 18 0 36 598 4 16 6 0 04 0 15 1348 3980 Braced Purlin Report 5/28/08 10 19am Surf Span Brace Purlin Load Axial(k Moment(f -k Ax1 +Mom Id Id Loc Size Id Calc Allow UC Calc Allow UC UC 2 2 8 5 8Z25012 1 3 71 20 24 0 18 1 03 8 84 0 12 0 27 2 3 71 20 24 0 18 -1 96 8 84 0 22 0 35 3 4 32 34 41 0 13 1 00 15 02 0 07 0 18 4 225 34 41007 3931502026 028 5 225 34 41007 2631502017 020 6 4 32 34 41 0 13 0 18 15 02 0 01 0 13 2 2 25 5 8Z25U12 1 2 26 20 24 0 11 1 14 8 84 0 13 0 21 2 2 26 20 24 0 11 -2 17 8 84 0 25 0 31 3 1 78 34 41 0 05 1 11 15 02 0 07 0 11 4 093 34 41003 4361502029 027 5 093 3441003 2921502019 019 6 178 34 41005 0201502001 006 2 6 8 5 8Z25U12 1 3 71 20 24 0 18 1 03 8 84 0 12 0 27 2 371 2024018 196 884022 035 3 4 32 34 41 0 13 1 00 15 02 0 07 0 18 4 225 34 41007 3931502026 028 5 2 25 34 41 0 07 2 63 15 02 0 17 0 20 MN all UM 111111 UM I llllll S lllIM 111.11 I I 11.1 HCI Steel Buildings, Inc. 6/12/2008 HCI STEEL BUILDING SYSTEMS. INC. 3980 Braced Purlin Report 5/28/08 10 19am 6 4 32 34 41013 0181502001 013 2 6 25.5 8225U12 1 2 26 20 24 0 11 1 14 8 84 0 13 0 21 2 226 2024011 -217 884025 031 3 1 78 34 41 0 05 1 11 15 02 0 07 0 11 4 0 93 34 41 0 03 4 36 15 02 0 29 0 27 5 093 34 41003 2 921502019 019 6 178 34 41005 0201502001 006 3980 Job No 1 3980 I mo dif y C Customer' Clallam Builds Ex In I Date Dee W es t por t Shipyard Paint Designed By' FJR I Checked By I DB 1 6/12/2008 Page 135 Of 285 HCI STEEL BUILDING SYSTEMS. INC. 3980 EAVE LAYOUT. Job No 1 3980 Customer] Clallam Builders 6 Exc. In Description' Westport Shipyard Paint Eave Design Report (Wall 2) EAVE STRUT WALL 82 modify I Date 1 6/12/2008 Designed Byj FJR Checked By I DB 5/28/08 10 19am Eave Strut Report (Wall 2) 5/28/08 10 19am Bay Span Eave Span Lap(ft) Load No No Unit Total Id Id Size (ft) Left Right Width Brace Row Weight Weight 1 8000U14 0 33 0 33 0 1 1 4 1 4 Wall Bay Eave Load Axial(k Moment(f k Axl +Mom 1 2 8000U14 14 50 0 33 1 1 60 0 60 0 Id Id Size Id Calc Allow UC Calc Allow UC UC 2 3 8000U14 18 33 0 33 2 1 75 9 75 9 3 4 8000U14 18 33 0 33 2 1 75 9 75 9 2 1 8GO0U14 1 0 79 14 36 0 05 -0 10 6 75 0 02 0 07 4 5 8000014 18 33 0 33 2 1 75 9 75 9 2 0 79 14 37 0 05 0 20 6 75 0 03 0 08 5 6 8G00U14 14 50 0 33 1 1 60 0 60 0 3 2 57 24 42 0 11 -0 10 11 48 0 01 0 11 7 80001714 0 33 0 33 0 1 1 4 1 4 4 2 57 24 43 0 11 -0 02 11 48 0 00 0 11 2 2 8000014 1 0 79 14 67 0 05 -0 17 6.75 0 02 0 08 Total(lb)= 350 5 2 079 14 67005 032 672 005 010 3 2 13 24 94 0 09 -0 16 11 48 0 01 0 10 Purlin DL= 12 42 (psf 4 2 13 24 94 0 09 -0 03 11 48 0 00 0 09 2 3 8000014 1 0 79 14 67 0 05 -0 17 6 75 0 02 0 08 2 0 79 14 67 0 05 0 32 6 72 0 05 0 10 LOAD COMBINATION 8 1 DL +CL +LL 3 1 58 24 94 0 06 -0 16 11 48 0 01 0 08 4 1 58 24 94 0 06 -0 03 11 48 0 00 0 07 2 4 8000014 1 0 79 14 67 0 05 -0 17 6.75 0 02 0 08 2 0 79 14 67 0 05 0 32 6 72 0 05 0 10 3 2 13 24 94 0 09 -0 16 11 48 0 01 0 10 EAVE ANALYSIS 4 2 13 24 94 0 09 -0 03 11 48 0 00 0 09 2 5 8000014 1 0 79 14 36 0 05 -0 10 6.75 0 02 0 07 Shear(k Moment(f -k 2 0 79 14 37 0 05 0 20 6.75 0 03 0 08 Span Left Left Right Right Left Left MidSpan Right Right 3 2 57 24 42 0 11 -0 10 11 48 0 01 0 11 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 4 2 57 24 43 0 11 -0 02 11 48 0 00 0 11 1 0 00 0 00 0 00 0 00 0 00 0 00 2 0 08 -0 08 0 00 -0 28 7 25 0.00 3980 Eave Design Report (Wall 2) 5/28/08 10 19am 3 0 10 -0 10 0 00 -0 44 9 17 0 00 4 0 10 -0 10 0 00 -0 44 9 17 0 00 5 0 10 -0 10 0 00 -0 44 9 17 0 00 Page 136 Of 285 INN ii I i E i• M In OM 11.11 1.11 HCI Steel Buildings, Inc. C HCI STEEL BUILDING SYSTEMS. INC. 3980 Eave Design Report (Wall 5/28/08 10 19am 6 0 08 -0 08 0 00 -0 28 7 25 0 00 7 0 00 0 00 0 00 0 00 0 33 0 00 STRENGTH /DEFLECTION UNBRACE LENGTHS LOAD COMBINATION 8 2 DL +CL +SL EAVE ANALYSIS Job No 1 3980 Customer I Clallam Builders 9 Exc. Description' Westport Shipyard Paint modify I Inc I Date 1 6/12/2008 I Designed D] FJR I Checked ByI DB Page 137 Of 285 HCI STEEL BUILDING SYSTEMS. INC. 3980 Eave Design Report (Wall 2) 5/28/08 10 19am Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup Job No 1 3980 Customer' Clallam Builde Ex In Description' Westport Shipyard Paint I modify I I Date 1 6/12/2008 !Designed Hy' FJR Checked ByI DB 1 0 00 0 00 0 00 0 00 0 00 0 00 2 0 09 -0 09 0 00 -0 32 7 25 0 00 3 0 11 -0 11 0 00 -0 51 9 17 0 00 4 0 11 -0 11 0 00 -0 51 9 17 0 00 Span Shear(k Moment(f -k Mom +Shr Deflection(in) 5 0 11 -0 11 0 00 -0 51 9 17 0 00 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 6 0 09 -0 09 0 00 -0 32 7 25 0 00 7 0 00 0 00 0 00 0 00 0 33 0 00 1 RS 0 00 4 53 0 00 RS 0 00 6 75 0 00 LS 0 00 0 00 2 LS 0 08 4 53 0 02 MS -0 28 6 75 0 04 LS 0 00 -0 03 3 RS -0 10 4 53 0 02 MS -0 44 6 75 0 07 LS 0 00 -0 07 STRENGTH /DEFLECTION 4 RS -0 10 4 53 0 02 MS -0 44 6 75 0 07 LS 0 00 -0 07 5 RS -0 10 4 53 0 02 MS -0 44 6 75 0 07 LS 0 00 -0 07 Span Shear(k Moment(f -k Mom +Shr Deflection(in) 6 RS -0 08 4 53 0 02 MS -0 28 6 75 0 04 LS 0 00 -0 03 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 7 LS 0 00 4 53 0 00 LS 0 00 6 75 0 00 LS 0 00 0 00 1 RS 0 00 4 53 0 00 RS 0 00 6 75 0 00 LS 0 00 0 00 2 LS 0 09 4 53 0 02 MS -0 32 6 75 0 05 LS 0 00 -0 03 3 LS 0 11 4 53 0 02 MS -0 51 6 75 0 08 LS 0 00 -0 09 Available 4 LS 0 11 4 53 0 02 MS -0 51 6 75 0 08 LS 0 00 -0 09 Reduction 5 LS 0 11 4 53 0 02 MS -0 51 6 75 0 08 LS 0 00 -0 09 Span Minor Cb Factor 6 RS -0 09 4 53 0 02 MS -0 32 6 75 0 05 LS 0 00 -0 03 Id Major LS LL MS RL RS LS LL MS RL RS Out In 7 LS 0 00 4 53 0 00 LS 0 00 6 75 0 00 LS 0 00 0 00 1 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 UNBRACE LENGTHS 2 14 5 7 3 7 3 7 3 7 3 7 3 1 00 1 00 1 75 1 00 1 00 0 00 0 00 3 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 Available 4 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 Reduction 5 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 Span Minor Cb Factor 6 14 5 7 2 7 2 7 2 7 2 7 2 1 00 1 00 1 75 1 00 1 00 0 00 0 00 Id Major LS LL MS RL RS LS LL MS RL RS Out In 7 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 1 03 03 03 03 03 03 100100100100100 000000 2 14 5 7 3 7 3 7 3 7 3 7 3 1 00 1 00 1 75 1 00 1 00 0 00 0 00 3 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 4 18 3 6 1 6.1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 5 18 3 6 1 6.1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 6 14 5 7 2 7 2 7 2 7 2 7 2 1 00 1 00 1 75 1 00 1 00 0 00 0 00 7 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 Shear(k Moment(f -k LOAD COMBINATION 8 3 DL +CL +0 75LL +0 75WP Span Left Left Right Right Left Left MidSpan Right Right Page 138 Of 285 6/12/2008 i• I• HCI Steel Buildings, Inc. 6/12/2008 Job No 1 3980 1 modify 1 Customer' Clallam Builders 6 Exc. Inc I Date 1 6/12/2008 Description' Westport Shipyard Paint Designed Hy' FJR HCI STEEL BUILDING SYSTEMS. INC. Chec ked By' D8 3980 Eave Design Report (Wall EAVE ANALYSIS 5/28/08 10 19am Shear(k Moment(f-k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 7 0 00 0 00 0 00 0 00 0 33 0 00 STRENGTH /DEFLECTION Page 139 Of 285 CIJCCT 7A of 1A) Job No 1 3980 modify Customer I Clallam Builde Exc. Inc. Data 6/12/2008 Description' W estport Shipy Pa nt I Designed By FJR MCI STEEL BUILDING SYSTEMS. INC. I 1 1 Checked By I DB 3980 Eave Design Report (Wall 2) LOAD COMBINATION 4 DL +CL +O 75SL +0 75WP 5/28/08 10 19am 5 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 6 14 5 7 2 7 2 7 2 7 2 7 2 1 00 1 00 1 75 1 00 1 00 0 00 0 00 7 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 1 0 00 0 00 0 00 0 00 0 00 0 00 2 0 08 -0 08 0 00 -0 30 7 25 0 00 EAVE ANALYSIS 3 0 10 -0 10 0 00 -0 48 9 17 0 00 4 0 10 -0 10 0 00 -0 48 9 17 0 00 Shear(k Moment(f -k 5 0 10 -0 10 0 00 -0 48 9 17 0 00 Span Left Left Right Right Left Left MidSpan Right Right 6 0 08 -0 08 0 00 -0 30 7 25 0 00 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0 00 0 00 0 00 0 00 0 00 0 00 2 0 09 -0 09 0 00 -0 33 7 25 0 00 3 0 12 -0 12 0 00 -0 53 9 17 0 00 4 0 12 -0 12 0 00 -0 53 9 17 0 00 Span Shear(k Moment(f-k Mom+Shr Deflection(in) 5 0 12 -0 12 0 00 -0 53 9 17 0 00 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 6 0 09 -0 09 0 00 -0 33 7 25 0 00 7 0 00 0 00 0 00 0 00 0 33 0 00 1 RS 0 00 4 53 0 00 RS 0 00 6 75 0 00 LS 0 00 0 00 2 LS 0 08 4 53 0 02 MS -0 30 6 75 0 04 LS 0 00 -0 03 3 LS 0 10 4 53 0 02 MS -0 48 6 75 0 07 LS 0 00 -0 08 STRENGTH /DEFLECTION 4 LS 0 10 4 53 0 02 MS -0 48 6 75 0 07 LS 0 00 -0 08 5 LS 0 10 4 53 0 02 MS -0 48 6 75 0 07 LS 0 00 -0 08 Span Shear(k Moment(f-k Mom +Shr Deflection(in) 6 RS -0 08 4 53 0 02 MS -0 30 6 75 0 04 LS 0 00 -0 03 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 7 LS 0 00 4 53 0 00 LS 0 00 6 75 0 00 LS 0 00 0 00 1 RS 0 00 4 53 0 00 RS 0 00 6 75 0 00 LS 0 00 0 00 UNBRACE LENGTHS 2 LS 0 09 4 53 0 02 MS -0 33 6 75 0 05 LS 0 00 -0 03 3 LS 0 12 4 53 0 03 MS -0 53 6 75 0 08 LS 0 00 -0 09 Available 4 LS 0 12 4 53 0 03 MS -0 53 6 75 0 08 LS 0 00 -0 09. Reduction 5 LS 0 12 4 53 0 03 MS -0 53 6 75 0 08 LS 0 00 -0 09 Span Minor Cb Factor 6 RS -0 09 4 53 0 02 MS -0 33 6 75 0 05 LS 0 00 -0 03 Id Major LS LL MS AL RS LS LL MS RL RS Out In 7 LS 0 00 4 53 0 00 LS 0 00 6 75 0 00 LS 0 00 0 00 1 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 UNBRACE LENGTHS 2 14 5 7 3 7 3 7 3 7 3 7 3 1 00 1 00 1 75 1 00 1 00 0 00 0 00 3 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 Available 4 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 Reduction Page 140 Of 285 OM i M IMO OM llllIIII MI MI MI HCI Steel Buildings, Inc. 6/12/2008 Job Not 3980 1 modify 1 Customer' Clallam Builde a Ex In I Date 1 6/12/2008 Dascription1 Westport Shipyard Paint l Designed Byl P39 HCI STEEL BUILDING SYSTEMS. INC. I 1 Checked By I DB 3980 Eave Design Report (Wall 2) 5 /28/08 10 19am Span Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In 1 03 03 03 03 03 03 100100100100100 000000 2 14 5 7 3 7 3 7 3 7 3 7 3 1 00 1 00 1 75 1 00 1 00 0 00 0 00 3 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 4 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 5 18 3 6 1 6 1 6 1 6 1 6.1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 6 14 5 72 72 72 72 72 100100175100100 000000 7 03 03 03 03 03 03 100100100100100 000000 LOAD COMBINATION 8 5 0 6DL +WS EAVE ANALYSIS Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0 00 0 00 0 00 0 00 0 00 0 00 2 -0 07 0 07 0 00 0 24 7 25 0 00 3 -0 08 0 08 0 00 0 38 9 17 0 00 4 -0 08 0 08 0 00 0 38 9 17 0 00 5 -0 08 0 08 0 00 0 38 9 17 0 00 6 -0 07 0 07 0 00 0 24 7 25 0 00 7 0 00 0 00 0 00 0 00 0 33 0 00 STRENGTH /DEFLECTION Span Shear(k Moment(f -k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 RS 0 00 4 53 0 00 RS 0 00 6 75 0 00 LS 0 00 0 00 2 LS -0 07 4 53 0 01 MS 0 24 6 75 0 03 LS 0 00 0 02 3 LS -0 08 4 53 0 02 MS 0 38 6 72 0 06 LS 0 00 0 06 4 LS -0 08 4 53 0 02 MS 0 38 6 72 0 06 LS 0 00 0 06 5 LS -0 08 4 53 0 02 MS 0 38 6 72 0 06 LS 0 00 0 06 Page 141 Of 285 HCI STEEL BUILDING SYSTEMS, INC. UNBRACE LENGTHS C Job No 1 3980 Customer 1 Clallam Builde 6 Ex 1 Description' Westport Shipyard Paint 1 1 modify 1 In 'Date 1 6/12/2008 !Designed Byl FUR 1 Checked B% 1 Da 3980 Eave Design Report (Wall 2) 5/28/08 10 19a=- 6 6 RS 0 07 4 53 0 01 MS 0 24 6 75 0 03 LS 0 00 0 02 7 LS 0 00 4 53 0 00 LS 0 00 6 75 0 00 LS 0 00 0 00 Available Reduction Span Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In 1 0 3 03 03 03 03 03 100100100100100 000000 2 14 5 7 3 7 3 7 3 7 3 7 3 1 00 1 00 1 75 1 00 1 00 0 00 0 00 3 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 4 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 5 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 6 14 5 7 2 72 72 72 72 100100175100100 000000 7 03 03 03 03 03 03 100100100100100 000000 LOAD COMBINATION 0 6 DL +CL +SL /2 +AUX3 EAVE ANALYSIS Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0 00 0 00 0 00 0 00 0 00 0 00 2 0 09 -0 09 0 00 -0 32 7 25 0 00 3 0 11 -0 11 0 00 -0 51 9 17 0 00 4 0 07 -0 07 0 00 -0 34 9 17 0 00 5 0 07 -0 07 0 00 -0 34 9 17 0 00 6 0 06 -0 06 0 00 -0 21 7 25 0 00 7 0 00 0 00 0 00 0 00 0 33 0 00 STRENGTH /DEFLECTION Span Shear(k Moment(f -k Mom +Shr Deflection(in) Page 142 Of 285 we am am am EN Illy Ili am IN i am w• In am ININ HCI Steel Buildings, Inc. 6/12/2008 HCI STEEL BUILDING SYSTEMS. INC. 3980 Save Design Report (Wall 2) 5/28/08 10 19am Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 RS 0 00 4 53 0 00 RS 0 00 6 75 0 00 LS 0 00 0 00 2 LS 0 09 4 53 0 02 MS -0 32 6 75 0 05 LS 0 00 -0 03 3 LS 0 11 4 53 0 02 MS -0 51 6 75 0 08 LS 0 00 -0 09 4 LS 0 07 4 53 0 02 MS -0 34 6 75 0 05 LS 0 00 -0 06 5 LS 0 07 4 53 0 02 MS -0 34 6 75 0 05 LS 0 00 -0 06 6 RS -0 06 4 53 0 01 MS -0 21 6 75 0 03 LS 0 00 -0 02 7 LS 0 00 4 53 0 00 LS 0 00 6 75 0 00 LS 0 00 0 00 1 R5 0 00 4 53 0 00 RS 0 00 6 75 0 00 LS 0 00 0 00 2 LS 0 06 4 53 0 01 MS -0 21 6 75 0 03 LS 0 00 -0 02 3 LS 0 11 4 53 0 02 MS -0 51 6 75 0 08 LS 0 00 -0 09 Available 4 LS 0 11 4 53 0 02 MS -0 51 6 75 0 08 LS 0 00 -0 09 Reduction 5 LS 0 07 4 53 0 02 MS -0 34 6 75 0 05 LS 0 00 -0 06 Span Minor Cb Factor 6 RS -0 06 4 53 0 01 MS -0 21 6 75 0 03 LS 0 00 -0 02 Id Major LS LL MS RL RS LS LL MS RL RS Out In 7 LS 0 00 4 53 0 00 L5 0 00 6 75 0 00 LS 0 00 0 00 UNBRACE LENGTHS EAVE ANALYSIS Job No' 3980 I Fil I Customer I Clallam Builder 6 Exc. Inc.' 1 6/12/208 Description' Westport Shipyard Paint Hy' FJR I Checked By' DB LOAD COMBINATION R 7 DL +CL +SL /2 +AUX4 1 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 UNBRACE LENGTHS 2 14 5 7 3 7 3 7 3 7 3 7 3 1 00 1 00 1 75 1 00 1 00 0 00 0 00 3 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 Available 4 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 Reduction 5 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 Span Minor Cb Factor 6 14 5 7 2 7 2 7 2 7 2 7 2 1 00 1 00 1 75 1 00 1 00 0 00 0 00 Id Major LS LL MS RL RS LS LL MS RL RS Out In 7 03 03 03 03 03 03 100100100100100 000000 Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0 00 0 00 0 00 0 00 0 00 0 00 2 0 06 -0 06 0 00 -0 21 7 25 0 00 3 0 11 -0 11 0 00 -0 51 9 17 0 00 4 0 11 -0 11 0 00 -0 51 9 17 0 00 5 0 07 -0 07 0 00 -0 34 9 17 0 00 Page 143 Of 285 Job No' 3980 modify Customer' Clallam Builder 6 Exc In I Date 1 6/12/2008 'escription' Westport Shipyard Paint I Designed Hy' FJR HCI STEEL BUILDING SYSTEMS. INC. I C hecked B7f' DB D 3980 Eave Design Report (Wall 2) 5/28/08 10 19am 6 0 06 -0 06 0 00 -0 21 7 25 0 00 7 0 00 0 00 0 00 0 00 0 33 0 00 STRENGTH /DEFLECTION Span Shear(k Moment(f -k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 03 03 03 03 03 03 100100100100100 000000 2 14 5 7 3 7 3 7 3 7 3 7 3 1 00 1 00 1 75 1 00 1 00 0 00 0 00 3 18 3 6 1 6.1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 4 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 5 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 6 14 5 7 2 7 2 7 2 7 2 7 2 1 00 1 00 1 75 1 00 1 00 0 00 0 00 7 03 03 03 03 03 03 100100100100100 000000 LOAD COMBINATION 9 8 DL +CL +SL /2 +AUX5 SAVE ANALYSIS cLJGGT 71 r.f 1 A. Shear(k Moment(f -k 1 Span Left Left Right Right Left Left MidSpan Right Right Page 144 Of 285 MI HCI Steel Buildings Inc. 6/12/2008 Job No' 3980 I modify Customer I Clallam Builders Exc. Inc. I Date l 6/12/2008 Deacriptionl Westport Shipyard Paint Designed By! FJR HCI STEEL BUILDING SYSTEMS INC. I I Checked Byl DB 3980 Eave Design Report (Wall 2) 5/28/08 10 19am Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0 00 2 0 06 3 0 07 4 0 11 5 0 11 6 0 06 7 0 00 STRENGTH /DEFLECTION UNBRACE LENGTHS 0 00 0 00 0 00 0 00 -0 06 0 00 -0 21 7 25 0 07 0 00 -0 34 9 17 0 11 0 00 -0 51 9 17 0 11 0 00 -0 51 9 17 0 06 0 00 -0 21 7 25 0 00 0 00 0 00 0 33 Page 145 Of 285 0 00 0 00 0 00 0 00 0 00 0 00 0 00 HCI STEEL BUILDING SYSTEMS. INC. 3980 EAVE ANALYSIS Job No 1 3980 Customer I Clallam Builder Exc In Description! I Westport Shipyard Paint I Eave Design Report (Wall 2) 5/28/08 10.19am I modify Date Designed all FJR checked By I DB 1 6/12/2008 Shear(k Moment(f Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0 00 0 00 0 00 0 00 0 00 0 00 2 0 06 06 0 00 -0 21 7 25 0 00 3 0 07 07 0 00 -0 34 9 17 0 00 4 0 07 -0 07 0 00 -0 34 9 17 0 00 Span Shear(k Moment(f -k Mom +Shr Deflection(in) 5 0 11 -0 11 0 00 -0 51 9 17 0 00 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 6 0 09 -0 09 0 00 -0 32 7 25 0 00 7 0 00 0 00 0 00 0 00 0 33 0 00 1 RS 0 00 4 53 0 00 RS 0 00 6 75 0 00 LS 0 00 0 00 2 LS 0 06 4 53 0 01 MS -0 21 6 75 0 03 LS 0 00 -0 02 3 LS 0 07 4 53 0 02 MS -0 34 6 75 0 05 LS 0 00 -0 06 STRENGTH /DEFLECTION 4 LS 0 11 4 53 0 02 MS -0 51 6 75 0 08 LS 0 00 -0 09 5 LS 0 11 4 53 0 02 MS -0 51 6 75 0 08 LS 0 00 -0 09 Span Shear(k Moment(f -k Mom +Shr Deflection(in) 6 RS -0 06 4 53 0 01 MS -0 21 6 75 0 03 LS 0 00 -0 02 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 7 LS 0 00 4 53 0 00 LS 0 00 6 75 0 00 LS 0 00 0 00 1 RS 0 00 4 53 0 00 RS 0 00 6 75 0 00 LS 0 00 0 00 2 LS 0 06 4 53 0 01 MS -0 21 6 75 0 03 LS 0 00 -0 02 3 LS 0 07 4 53 0 02 MS -0 34 6 75 0 05 LS 0 00 -0 06 Available 4 LS 0 07 4 53 0 02 MS -0 34 6 75 0 05 LS 0 00 -0 06 Reduction 5 LS 0 11 4 53 0 02 MS -0 51 6 75 0 08 LS 0 00 -0 09 Span Minor Cb Factor 6 RS -0 09 4 53 0 02 MS -0 32 6.75 0 05 LS 0 00 -0 03 Id Major LS LL MS RL RS LS LL MS RL RS Out In 7 LS 0 00 4 53 0 00 LS 0 00 6 75 0 00 LS 0 00 0 00 1 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 UNBRACE LENGTHS 2 14 5 7 3 7 3 7 3 7 3 7 3 1 00 1 00 1 75 1 00 1 00 0 00 0 00 3 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 Available 4 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 Reduction 5 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 Span Minor Cb Factor 6 14 5 7 2 7 2 7 2 7 2 7 2 1 00 1 00 1 75 1 00 1 00 0 00 0 00 Id Major LS LL MS RL RS LS LL MS RL RS Out In 7 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 1 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 2 14 5 7 3 7 3 7 3 7 3 7 3 1 00 1 00 1 75 1 00 1 00 0 00 0 00 LOAD COMBINATION 8 9 DL +CL +SL /2 +AUX6 3 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 4 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 Page 146 Of 285 llllr illy Iii Iii s Iii Illy Iii Illy Illy HCI Steel Buildings Inc. 6/12/2008 HCI STEEL BUILDING SYSTEMS. INC. SAVE ANALYSIS STRENGTH /DEFLECTION Job No 1 3980 I modify I Customer' Clallam Builde S Ex In I Date 1 6/12/2008 Description( Westport Shipyard Paint (Designed Byl FJR I I Checked By I DB LOAD COMBINATION 810 DL +CL +SL /2 +AUX1 3980 Eave Design Report (Wall 2) 5/28/08 10 19am 5 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 6 14 5 7 2 7 2 7 2 7 2 7 2 1 00 1 00 1 75 1 00 1 00 0 00 0 00 7 03 03 03 03 03 03 100100100100100 000000 Page 147 Of 285 Shear(k Moment(f LOAD COMBINATION #11 DL +CL +SL /2 +AUX2 Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup Job No 1 3980 I modify Customer' Clallam Builde 8 Ex Inc.( Date 1 6/12/2008 Description( Westport Shipyard Paint Designed -'1 FJR HCI STEEL BUILDING SYSTEMS. INC. I I Checked ByI DB 3980 Eave Design Report (Wall 2) 5/28/08 10 19am Span Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In 1 03 03 03 03 03 03 100100100100100 000000 2 14 5 7 3 7 3 7 3 7 3 7 3 1 00 1 00 1 75 1 00 1 00 0 00 0 00 3 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 4 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 5 18 3 6 1 6.1 6.1 6.1 6.1 1 00 1 00 1 00 1 DO 1 00 0 00 0.00 6 14 5 7 2 7 2 7 2 7 2 7 2 1 00 1 00 1 75 1 00 1 00 0 00 0 00 7 03 03 03 03 03 03 100100100100100 000000 1 0 00 0 00 0 00 0 00 0 00 0 00 2 0 09 -0 09 0 00 -0 32 7 25 0 00 EAVE ANALYSIS 3 0 07 -0 07 0 00 -0 34 9 17 0 00 4 0 07 -0 07 0 00 -0 34 9 17 0 00 Shear(k Moment(f -k 5 0 07 -0 07 0 00 -0 34 9 17 0 00 Span Left Left Right Right Left Left MidSpan Right Right 6 0 06 -0 06 0 00 -0 21 7 25 0 00 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 7 0 00 0 00 0 00 0 00 0 33 0 00 1 0 00 0.00 0.00 0 00 0 00 0 00 2 0 06 -0 06 0 00 -0 21 7 25 0 00 3 0 07 -0 07 0 00 -0 34 9 17 0 00 4 0 07 -0 07 0 00 -0 34 9 17 0 00 span Shearlk Moment(f Mom +Shr Deflection(in) 5 0 07 -0 07 0 00 -0 34 9 17 0 00 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 6 0 09 -0 09 0 00 -0 32 7 25 0 00 7 0 00 0 00 0 00 0 00 0 33 0 00 1 RS 0 00 4 53 0 00 RS 0 00 6 75 0 00 LS 0 00 0 00 2 LS 0 09 4 53 0 02 MS -0 32 6 75 0 05 LS 0 00 -0 03 3 LS 0 07 4 53 0 02 MS -0 34 6 75 0 05 LS 0 00 -0 06 STRENGTH /DEFLECTION 4 LS 0 07 4 53 0 02 MS -0 34 6 75 0 05 LS 0 00 -0 06 5 LS 0 07 4 53 0 02 MS -0 34 6 75 0 05 LS 0 00 -0 06 Span Shear(k Moment(f -k Mom+Shr Deflection(in) 6 RS -0 06 4 53 0 01 MS -0 21 6 75 0 03 LS 0 00 -0 02 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 7 LS 0 00 4 53 0 00 LS 0 00 6 75 0 00 LS 0 00 0 00 1 RS 0 00 4 53 0 00 RS 0 00 6 75 0 00 LS 0 00 0 00 UNBRACE LENGTHS 2 LS 0 06 4 53 0 01 MS -0 21 6 75 0 03 LS 0 00 -0 02 3 LS 0 07 4 53 0 02 MS -0 34 6 75 0 05 LS 0 00 -0 Available 4 LS 0 07 4 53 0 02 MS -0 34 6 75 0 05 LS 0 00 -0 06 Reduction 5 LS 0 07 4 53 0 02 MS -0 34 6 75 0'05 LS 0 00 -0 06 Page 148 Of 285 U MI N an MI MI NM NM MO IN HCI Steel Buildings, Inc. 6/12/2008 1 Job No 1 3980 I modify 1Customer! Clallam Builders Exc. Inc 1 Date 1 6/12/2008 Description Westport Shipyard Paint Designed FJR HCI STEEL BUILDING I II SYSTEMS. INC. 1 I Checked By I DB 3980 Eave Design Report (Wall 2) 5/28/08 10 19am 3980 Eave Design Report (Wall 2) 5/ 10 19am 6 RS -0 09 4 53 0 02 MS -0 32 6 75 0 OS LS 0 00 0 03 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 7 LS 0 00 4 53 0 00 LS 0 00 6 75 0 00 LS 0 00 0 00 1 RS 0 00 4 53 0 00 RS 0 00 6 75 0 00 LS 0 00 0 00 2 LS 0 06 4 53 0 01 MS -0 21 6 75 0 03 LS 0 00 -0 02 3 LS 0 11 4 53 0 02 MS -0 51 6 75 0 08 LS 0 00 -0 09 Available 4 LS 0 11 4 53 0 02 MS -0 51 6 75 0 08 LS 0 00 -0 09 Reduction 5 LS 0 11 4 53 0 02 MS -0 51 6 75 0 08 LS 0 00 -0 09 Span Minor Cb Factor 6 RS -0 09 4 53 0 02 MS -0 32 6 75 0 05 LS 0 00 -0 03 Id Major LS LL MS RL RS LS LL MS RL RS Out In 7 LS 0 00 4 53 0 00 LS 0 00 6 75 0 00 LS 0 00 0 00 1 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 UNBRACE LENGTHS 2 14 5 7 3 7 3 7 3 7 3 7 3 1 00 1 00 1 75 1 00 1 00 0 00 0 00 3 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 Available 4 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 Reduction 5 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 Span Minor Cb Factor 6 14 5 7 2 7 2 7 2 7 2 7 2 1 00 1 00 1 75 1 00 1 00 0 00 0 00 Id Major LS LL MS RL RS LS LL MS RL RS Out In 7 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 UNBRACE LENGTHS LOAD COMBINATION #12 DL +CL +SL -1 OAUX1 SAVE ANALYSIS Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup Span 1 0 00 0 00 0 00 2 0 06 -0 06 0 00 3 0 11 -0 11 0 00 4 0 11 -0 11 0 00 5 0 11 -0 11 0 00 6 0 09 -0 09 0 00 7 0 00 0 00 0 00 STRENGTH /DEFLECTION 0 00 0 00 0 21 7 25 0 51 9 17 0 51 9 17 0 51 9 17 -0 32 7 25 0 00 0 33 Shear(k Moment(f -k Mom +Shr Deflection(in) Page 149 Of 285 0 00 O 00 O 00 O 00 O 00 0 00 0 00 EAVE ANALYSIS Job Not 3980 I modify 1 Customer) Clallam Builds Ex Inc.' Data 1 6/12/2008 HCI STEEL BUILDING Deacriptionl Westport Shipyard Paint SYSTEMS. INC. 1 Designed Hy' FJ Checked By I D 1 0 3 03 03 03 03 03 100100100100100 000000 2 14 5 7 3 7 3 7 3 7 3 7 3 1 00 1 00 1 75 1 00 1 00 0 00 0 00 3 18 3 6 1 6 1 6.1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 4 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 5 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 6 14 5 72 72 72 72 72 100100175100100 000000 7 0 3 03 03 03 03 03 100100100100100 000000 LOAD COMBINATION 813 DL +CL +SL -1 0AUX2 Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0 00 0 00 0 00 0 00 0 00 0 00 2 0 09 -0 09 0 00 -0 32 7 25 0 00 3 0 11 -0 11 0 00 -0 51 9 17 0 00 4 0 11 -0 11 0 00 -0 51 9 17 0 00 5 0 11 -0 11 0 00 -0 51 9 17 0 00 Page 150 Of 285 NM OM In all NMI RR MI 111111 In MI NMI MI OM HCI Steel Buildings, Inc. 6/12/2008 C Job No' 3980 I modify Customer I Clallam Builder a Exc. Inc I Date 6/12/2008 NCI STEEL BUILDING Description' Westport Shipyard Paint Designed By: FJR SYSTEMS. INC. 1 Checked BY I DB 3980 Eave Design Report (Wall 2) 6 0 06 -0 06 0 00 7 0 00 0 00 0 00 STRENGTH /DEFLECTION LOAD COMBINATION 814 DL +CL +1 6AUX3 EAVE ANALYSIS -0 21 0 00 5/28/08 10 19am 7 25 0 00 0 33 0 00 Span Shear(k Moment(f -k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow Page 151 Of 285 HCI STEEL BUILDING SYSTEMS. INC. 3980 1 0 00 2 0 08 3 0 10 4 0 04 5 0 04 6 0 03 7 0 00 Job No' 3980 I modify I Customer' Clallam Builde 6 Ex Inc. I Date 1 6/12/2008 Description1 Westport Shipyard Paint Designed B FJR I Checked By I DB Eave Design Report (Wall 2) 5/28/08 10 19am Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 0 00 0 00 0 08 0 00 0 10 0 00 -0 04 0 00 0 04 0 00 0 03 0 00 0 00 0 00 O 00 0 00 -0 28 7 25 0 44 9 17 0 16 9 17 0 16 9 17 -0 10 7 25 O 00 0 33 O 00 O 00 0 00 0 00 0 00 0 00 O 00 1 RS 0 00 4 53 0 00 RS 0 00 6 75 0 00 LS 0 00 0 00 2 LS 0 09 4 53 0 02 MS -0 32 6 75 0 05 LS 0 00 -0 03 3 LS 0 11 4 53 0 02 MS -0 51 6 75 0 08 LS 0 00 -0 09 STRENGTH /DEFLECTION 4 LS 0 11 4 53 0 02 MS -0 51 6 75 0 08 LS 0 00 -0 09 5 LS 0 11 4 53 0 02 MS -0 51 6 75 0 08 LS 0 00 -0 09 Span Shear(k Moment(f -k Mom +Shr Deflection(in) 6 RS -0 06 4 53 0 01 MS -0 21 6 75 0 03 LS 0 00 -0 02 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 7 LS 0 00 4 53 0 00 LS 0 00 6 75 0 00 LS 0 00 0 00 1 RS 0 00 4 53 0 00 RS 0 00 6 75 0 00 LS 0 00 0 00 UNBRACE LENGTHS 2 LS 0 08 4 53 0 02 MS -0 28 6 75 0 04 LS 0 00 -0 03 3 LS 0 10 4 53 0 02 MS -0 44 6.75 0 07 LS 0 00 -0 07 Available 4 LS 0 04 4 53 0 01 MS -0 16 6 75 0 02 LS 0 00 -0 03 Reduction 5 LS 0 04 4 53 0 01 MS -0 16 6 75 0 02 LS 0 00 -0 03 Span Minor Cb Factor 6 RS -0 03 4 53 0 01 MS -0 10 6 75 0 01 LS 0 00 -0 01 Id Major LS LL MS RL RS LS LL MS RL RS Out In 7 LS 0 00 4 53 0 00 LS 0 00 6 75 0 00 LS 0 00 0 00 1 03 03 03 03 03 03 100100100100100 000000 UNBRACE LENGTHS 2 14 5 7 3 7 3 7 3 7 3 7 3 1 00 1 00 1 75 1 00 1 00 0 00 0 00 3 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 Available 4 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 Reduction 5 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 Span Minor Cb Factor 6 14 5 7 2 7 2 7 2 7 2 7 2 1 00 1 00 1 75 1 00 1 00 0 00 0 00 Id Major LS LL MS RL RS LS LL MS RL RS Out In 7 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 Shear(k Moment(f -k LOAD COMBINATION 815 DL +CL +1 6AUX4 Span Left Left Right Right Left Left MidSpan Right Right 1 03 03 03 03 03 03 100100100100100 000000 2 14 5 7 3 7 3 7 3 7 3 7 3 1 00 1 00 1 75 1 00 1 00 0 00 0 00 3 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 4 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 5 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 6 14 5 7 2 7 2 7.2 7 3 7 3 1 00 1 00 1 75 1 00 1 00 0 00 0 00 7 03 03 03 03 03 03 100100100100100 000000 Page 152 Of 285 Ili MI Illy E I MI Ili II MI MI MI II HCI Steel Buildings, Inc. 6/12/2008 Job No' 3980 I modify Customer' Clallam Builde 6 Ex Inc 'Date 6/12/2008 Description' Westport Shipyard Paint 'Designed By' FJR HCI STEEL BUILDING SYSTEMS INC. I 1 I Checked By I DB 3980 EAVE ANALYSIS Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup STRENGTH /DEFLECTION Eave Design Report (Wall 2) 5/28/08 10 19am Page 153 of 285 3980 1 0 00 0 00 0 00 0 00 0 00 0 00 2 0 03 -0 03 0 00 -0 10 7 25 0 00 EAVE ANALYSIS 3 0 10 -0 10 0 00 -0 44 9 17 0 00 4 0 10 10 0 00 -0 44 9 17 0 00 Shear(k Moment(f -k 5 0 04 -0 04 0 00 -0 16 9 17 0 00 Span Left Left Right Right Left Left MidSpan Right Right 6 0 03 -0 03 0 00 -0 10 7 25 0 00 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 7 0 00 0 00 0 00 0 00 0 33 0 00 1 0 00 0 00 0 00 0 00 0 00 0 00 2 0 03 -0 03 0 00 -0 10 7 25 0 00 3 0 04 -0 04 0 00 -0 16 9 17 0 00 4 0 10 -0 10 0 00 -0 44 9 17 0 00 Span Shear(k Moment(f -k Mom +Shr Deflection(in) 5 0 10 -0 10 0 00 -0 44 9 17 0 00 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 6 0 03 -0 03 0 00 -0 10 7 25 0 00 7 0 00 0 00 0 00 0 00 0 33 0 00 1 RS 0 00 4 53 0 00 RS 0 00 6.75 0 00 LS 0 00 0 00 2 LS 0 03 4 53 0 01 MS -0 10 6 75 0 01 LS 0 00 -0 01 3 LS 0 10 4 53 0 02 MS -0 44 6.75 0 07 LS 0 00 -0 07 STRENGTH /DEFLECTION 4 LS 0 10 4 53 0 02 MS -0 44 6 75 0 07 LS 0 00 -0 07 5 LS 0 04 4 53 0 01 MS -0 16 6 75 0 02 LS 0 00 -0 03 Span Shear(k Moment(f -k Mom +Shr Deflection(in) 6 RS -0 03 4 53 0 01 MS -0 10 6 75 0 01 LS 0 00 -0 01 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 7 LS 0 00 4 53 0 00 LS 0 00 6 75 0 00 LS 0 00 0 00 1 RS 0 00 4 53 0 00 RS 0 00 6 75 0 00 LS 0 00 0 00 UNBRACE LENGTHS 2 LS 0 03 4 53 0 01 MS -0 10 6 75 0 01 LS 0 00 -0 01 3 LS 0 04 4 53 0 01 MS -0 16 6 75 0 02 LS 0 00 -0 03 Available 4 LS 0 10 4 53 0 02 MS -0 44 6 75 0 07 LS 0 00 -0 07 Reduction 5 LS 0 10 4 53 0 02 MS -0 44 6 75 0 07 L5 0 00 -0 07 Span Minor Cb Factor 6 RS -003 4 53 0 01 MS -0 10 6 75 0 01 LS 0 00 -0 01 Id Major LS LL MS RL RS LS LL MS RL RS Out In 7 LS 0 00 4 53 0 00 LS 0 00 6 75 0 00 LS 0 00 0 00 1 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 UNBRACE LENGTHS 2 145 73 73 72 72 72 100100175100100 000000 3 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 Available 4 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 Reduction CUCCT 77 of 1,11 Job No 3980 modify Customer' Clallam Builder 6 Ex In 1 Date 1 6/12/2008 Description' Westport Shipyard Paint I Designed By' FJR HCI STEEL BUILDING SYSTEMS INC. 1 Checked BY' DB LOAD COMBINATION 416 DL +CL +1 6AUX5 Eave Design Report (Wall 2) 5/28/08 10 19am 5 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 6 14 5 7 2 7 2 7 2 7 3 7 3 1 00 1 00 1 75 1 00 1 00 0 00 0 00 7 03 03 03 03 03 03 100100100100100 000000 Page 154 Of 285 IN HCI Steel Buildings, Inc. C I NCI STEEL BUILDING SYSTEMS, INC. Span Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In 1 0 3 0 3 0 3 0 3 03 03 100100100100100 000000 2 14 5 7 3 7 3 7 2 7 2 7 2 1 00 1 00 1 75 1 00 1 00 0 00 0 00 3 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 4 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 5 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 6 14 5 7 2 7 2 7 2 7 3 7 3 1 00 1 00 1 75 1 00 1 00 0 00 0 00 7 0 3 0 3 0 3 0 3 03 03 100100100100100 000000 LOAD COMBINATION #17 DL +CL +1 6AUX6 EAVE ANALYSIS Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup STRENGTH /DEFLECTION Job No 3980 I modify 1 1 CustomerI Clallam Builde Ex In Date 1 6/12/2008 Description l Westport Shipyard Paint I Designed B FJR I cheeksd By I DB Span Shear(k Moment(f k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 RS 0 00 4 53 0 00 RS 0 00 6 75 0 00 LS 0 00 0 00 2 LS 0 03 4 53 0 01 MS -0 10 6 75 0 01 LS 0 00 -0 01 3 LS 0 04 4 53 0 01 MS -0 16 6 75 0 02 LS 0 00 -0 03 4 LS 0 04 4 53 0 01 MS -0 16 6 75 0 02 LS 0 00 -0 03 5 LS 0 10 4 53 0 02 MS -0 44 6 75 0 07 LS 0 00 -0 07 Page 155 Of 285 C NCI STEEL BUILDING SYSTEMS. INC. 3980 Eave Design Report (Wall 5/28/08 10 19am 3980 Eave Design Report (Wall 2) 5/28/08 10 19am 6 RS -0 08 4 53 0 02 MS -0 28 6 75 0 04 LS 0 00 -0 03 7 LS 0 00 4 53 0 00 LS 0 00 6 75 0 00 LS 0 00 0 00 UNBRACE LENGTHS Available Reduction Span Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In 1 03 03 03 03 03 03 100100100100100 000000 2 14 5 7 3 7 3 7 2 7 2 7 2 1 00 1 00 1 75 1 00 1 00 0 00 0 00 3 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 4 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 5 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 6 14 5 7 2 7 2 7 2 7 2 7 2 1 00 1 00 1 75 1 00 1 00 0 00 0 00 7 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 LOAD COMBINATION #18 DL +CL +1 6AUX7 1 0 00 0 00 0 00 0 00 0 00 0 00 2 0 03 -0 03 0 00 -0 10 7 25 0 00 EAVE ANALYSIS 3 0 04 -0 04 0 00 -0 16 9 17 0 00 4 0 04 -0 04 0 00 -0 16 9 17 0 00 Shear(k Moment(f -k 5 0 10 -0 10 0 00 -0 44 9 17 0 00 Span Left Left Right Right Left Left MidSpan Right Right 6 0 08 -0 08 0 00 -0 28 7 25 0 00 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 7 0 00 0 00 0 00 0 00 0 33 0 00 1 0 00 2 0 08 3 0 04 4 0 10 5 0 04 6 0 08 7 0 00 STRENGTH /DEFLECTION Span Shear(k 1 Job NoI 3980 modify I Customer I Clallam Builde Ex In I Date 1 6/12/2008 Deaoription1 Westport Shipyard Paint I Designed ByI FJA I Checked By I DB O 00 0 00 0 08 0 00 0 04 0 00 0 10 0 00 0 04 0 00 0 08 0 00 O 00 0 00 O 00 0 00 0 00 -0 28 7 25 0 00 -0 16 9 17 0 00 -0 44 9 17 0 00 0 16 9 17 0 00 0 28 7 25 0 00 O 00 0 33 0 00 Moment(f -k Mom +Shr Deflection(in) Page 156 Of 285 6/12/2008 MI MI V MI IN 11111 6/12/2008 HCI Steel Buildings, Inc. NCI STEEL BUILDING SYSTEMS INC. e a UNBRACE LENGTH LOAD COMBINATION 419 DL +CL +1 6AUX8 EAVE ANALYSIS Job No' 3980 l 1 modify I i Customer' Clallam Builde 6 Exc. Inc l Date 1 6/12/2008 II DeacriptionI Westport Shipyard Paint I Designed 8y) FJR I I 1 checked By' DB 3980 Eave Design Report (Wall 2) 5/28/08 10 19am s a a Id Luc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 RS 00 4 53 0 00 55 0 00 6 75 0 00 LS 0 00 0 00 2 LS 08 4 53 0 02 MS -0 28 6 75 0 04 LS 0 00 -0 03 3 LS 04 4 53 0 01 MS -0 16 6.75 0 02 LS 0 00 -0 03 4 LS 10 4 53 0 02 MS -0 44 6 75 0 07 LS 0 00 -0 07 5 LS 04 4 53 0 01 MS -0 16 6 75 0 02 LS 0 00 -0 03 6 RS 08 4 53 0 02 MS -0 28 6 75 0 04 LS 0 00 -0 03 7 LS 00 4 53 0 00 LS 0 00 6 75 0 00 LS 0 00 0 00 Available Reduction Span Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In Shear(k Moment(f-k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0 00 0 00 0 00 0 00 0 00 0 00 2 0 03 -0 03 0 00 -0 10 7 25 0 00 3 0 10 -0 10 0 00 -0 44 9 17 0 00 4 0 04 -0 04 0 00 -0 16 9 17 0 00 5 0 10 -0 10 0 00 -0 44 9 17 0 00 Page 157 Of 285 1:1 I Job No' 3980 I modify I 'Customer I Clallam Builde 6 Exc Inc I Date 1 6/12/2008 1 Designed By Deaeriptlonl Westport Shipyard Paint l FJR I 1 l Checked By I DR 3980 a� L s Eave Design Report (wall 2) 5/28/08 10 19am s 6 0 03 -0 03 0 00 -0 10 7 25 0 00 7 0 00 0 00 0 00 0 00 0 33 0 00 1401 STEEL BUILDING SYSTEMS. INC. STRENGTH /DEFLECTION Span Shear(k Moment(f-k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 RS 0 00 4 53 0 00 RS 0 00 6 75 0 00 LS 0 00 0 00 2 LS 0 03 4 53 0 01 MS -0 10 6.75 0 01 LS 0 00 01 3 LS 0 10 4 53 0 02 MS -0 44 6 75 0 07 LS 0 00 -0 07 4 LS 0 04 4 53 0 01 MS -0 16 6 75 0 02 LS 0 00 -0 03 5 LS 0 10 4 53 0 02 MS -0 44 6 75 0 07 LS 0 00 -0 07 6 RS -0 03 4 53 0 01 MS -0 10 6 75 0 01 LS 0 00 01 7 LS 0 00 4 53 0 00 LS 0 00 6 75 0 00 LS 0 00 0 00 1 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 UNBRACE LENGTHS 2 14 5 7 3 7 3 7 3 7 3 7 3 1 00 1 00 1 75 1 00 1 00 0 00 0 00 3 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 Available 4 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 Reduction 5 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 Span Minor Cb Factor 6 14 5 7 2 7 2 7 2 7 2 7 2 1 00 1 00 1 75 1 00 1 00 0 00 0 00 Id Major LS LL MS RL RS LS LL MS RL RS Out In 7 03 03 03 03 03 03 100100100100100 000000 1 03 03 03 03 03 03 100100100100100 000000 2 14 5 73 73 72 72 72 100100175100100 000000 3 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 4 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 5 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 6 14 5 72 72 72 7 3 73 100100175100100 000000 7 03 03 03 03 03 03 100100100100100 000000 LOAD COMBINATION 820 DL +CL +SL +AUX9 EAVE ANALYSIS Shear(k Moment(f-k Span Left Left Right Right Left Left MidSpan Right Right Page 158 Of 205 ow is NM i' MO OM NM Ili MI NM N NM OM HCI Steel Buildings, Inc. 6/12/2008 Job No 1 3980 1 modify 1 Customer I Clallam Builde i Exc In I Date 1 6/12/2008 1 Description Westport Shipyard Paint Designed -'I FJR SYSTEMS. INC. BUILDING DB Checked By 3980 Eave Design Report (Wall 2) Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup STRENGTH /DEFLECTION Page 159 Of 285 Page 160 Of 285 I Jab Ne 1 3980 m I G1� Clallam Builde S Ea In I Date 1 6/ III PN 1 I I De acriptioni Westport Shipyard Paint I Designed BM FJR HCI STEEL BUILDING SYSTEMS. INC. I 1 i Checked BY 12/2008 DB 5/28/08 10 19am 3980 Eave ~T Design Report (Wall 2) 5/28/08 10 19am 1 03 03 03 03 03 03 100100100100100 000000 2 14 5 7 3 7 3 7 3 7 3 7 3 1 00 1 00 1 75 1 00 1 00 0 00 0 00 Span DEFLECTION(inl 3 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 Id Calc Allow Ratio 4 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 5 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 1 0 00 6 14 5 7 2 7 2 7 2 7 2 7 2 1 00 1 00 1 75 1 00 1 00 0 00 0 00 2 -0 05 1 16 0 05 7 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 3 -0 13 1 47 0 09 4 -0 13 1 47 0 09 5 -0 13 1 47 0 09 DEFLECTION 6 -0 05 1 16 0 05 7 0 00 LOAD COMBINATION 8 1 LL 1 0 00 -0 01 0 00 0 00 0 00 0 00 2 0 17 -0 17 0 00 -0 60 7 25 0 00 3 0 21 -0 21 0 00 -0 96 9 17 0 00 Span DEFLECTION(in) 4 0 21 -0 21 0 00 -0 96 9 17 0 00 Id Calc Allow Ratio 5 0 21 -0 21 0 00 -0 96 9 17 0 00 6 0 17 -0 17 0 00 -0 60 7 25 0 00 1 0 00 7 0 01 0 00 0 00 0 00 0 33 0 00 2 -0 02 1 16 0 02 3 -0 05 1 47 0 03 4 -0 05 1 47 0 03 5 -0 05 1 47 0 03 6 -0 02 1 16 0 02 Span Shear(k Moment(f k Mom +Shr Deflection(in) 7 0 00 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 RS -0 01 4 53 0 00 RS 0 00 6 75 0 00 LS 0 00 0 00 LOAD COMBINATION 0 2 SL 2 LS 0 17 4 53 0 04 MS -0 60 6 75 0 09 LS 0 00 -0 06 3 LS 0 21 4 53 0 05 MS -0 96 6 75 0 14 LS 0 00 -0 16 Span DEFLECTION(in) 4 LS 0 21 4 53 0 05 MS -0 96 6 75 0 14 LS 0 00 -0 16 Id Calc Allow Ratio 5 LS 0 21 4 53 0 05 MS -0 96 6 75 0 14 LS 0 00 -0 16 6 RS -0 17 4 53 0 04 MS -0 60 6 75 0 09 LS 0 00 -0 06 1 0 00 7 LS 0 01 4 53 0 00 LS 0 00 6 75 0 00 LS 0 00 0 00 2 -0 02 1 16 0 02 3 -0 06 1 47 0 04 UNBRACE LENGTHS 4 06 1 47 0 04 5 -0 06 1 47 0 04 Available 6 -0 02 1 16 0 02 Reduction 7 0 00 Span Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In LOAD COMBINATION 8 3 SL +AUX9 UM i♦ all MI N IIIIII III MI M MI MI HCI Steel Buildings, Inc. 6/12/2008 I Job No 1 3980 I modify I Cuetomerj Clallam Builder Ex Inc l Date 1 6/12/2008 Description) Westport Shipyard Paint l Designed Byl FJR HCI STEEL BUILDING SYSTEMS, INC. I I I Checked Byl DB 3980 Eave Strut Report (Wall 4) Wall Bay Eave Id Id Size 4 5 8G00014 1 1 40 14 37 0 10 -0 54 6 75 0 08 0 18 2 1 40 14 37 0 10 1 03 6 75 0 15 0 25 3 4 80 24 43 0 20 -0 53 11 48 0 05 0 24 4 4 80 24 42 0 20 -0 10 11 48 0 01 0 21 Added Eave Strut 4 5 8825U12 4 4 8G00014 4 3 8000U14 4 2 8GO0U14 4 1 8G00014 Added Eave Strut 4 1 8Z25U12 5/28/08 10 19am 1 1 63 17 81 0 09 2 1 63 17 81 0 09 3 5 58 30 27 0 18 4 5 58 30 27 0 18 Load Axial(k Moment(f -k Axl +Mom Id Calc Allow UC Calc Allow UC UC 2 1 40 14 37 0 10 1 03 6 75 0 15 0 25 3 4 80 24 43 0 20 -0 53 11 48 0 05 0 24 4 4 80 24 42 0 20 -0 10 11 48 0 01 0 21 1 1 63 17 81 0 09 2 1 63 17 81 0 09 3 5 58 30 27 0 18 4 558 3027018 Page 161 Of 285 Page 162 Of 285 HCI STEEL BUILDING SYSTEMS INC. 3980 3980 EAVE LAYOUT. EAVE ANALYSIS rsi Irr•T flA .2 AAn I Job Del 3980 I modify C Customer l Clallam Builder Exc In I Date 1 6/12/2008 DesCriptionl Westport shipyard Paint I Designed Byl FJR 1 1 Checked By l DB Eave Design Report (Wall 4) Eave Design Report (Wall 4) EAVE STRUT WALL 84 5/28/08 10 19am 5/28/08 10 19am Bay Span Eave Span Lap(ft) Load No No Unit Total Id Id Size (ft) Left Right Width Brace Row Weight Weight 1 88200014 0 33 1 75 0 1 1 4 1 4 1 0 25 14 67 0 02 -0 87 6 75 0 13 0 15 5 2 80000814 14 50 1 75 1 1 60 0 60 0 2 0 25 14 67 0 02 1 65 6 72 0 25 0 26 4 3 8000U14 18 33 1 75 2 1 75 9 75 9 3 0 82 24 94 0 03 -0 84 11 48 0 07 0 11 3 4 8600U14 18 33 1 75 2 1 75 9 75 9 4 0 82 24 94 0 03 -0 15 11 48 0 01 0 05 2 5 800U14 18 33 1 75 2 1 75 9 75 9 1 0 25 14 67 0 02 -0 87 6 75 0 13 0 15 1 6 8600014 14 50 1 75 1 1 60 0 60 0 2 0 25 14 67 0 02 1 65 6 72 0.25 0 26 7 86000814 0 33 1 75 0 1 1 4 1 4 3 0 27 24 94 0 01 -0 84 11 48 0 07 0 08 4 0 27 24 94 0 01 -0 15 11 48 0 01 0 02 Total(lb)= 350 5 1 0 25 14 67 0 02 -0 87 6 75 0 13 0 15 2 0 25 14 67 0 02 1 65 6 72 0 25 0 26 Purlin DL= 2 37 (psf 3 0 82 24 94 0 03 -0 84 11 48 0 07 0 11 4 0 82 24 94 0 03 -0 15 11 48 0 01 0 05 1 1 40 14 37 0 10 -0 54 6 75 0 08 0 18 LOAD COMBINATION 8 1 DL +CL +LL Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0 00 -0 02 0 00 0 00 0 00 0 00 2 0 40 40 0 00 45 7 25 0 00 I um am r no I• llllll a op um HCI Steel Buildings Inc. 6/12/2008 I`I Job Nol 3980 l modify I Customer I Clallam Builde 6 Exc. Inc l Date 1 6/12/2008 aacriptionl Westport Shipyard Paint Designed Byl FJR HCI STEEL BUILDING D SYSTEMS, INC. 1 Checked By I in 3980 Eave Design Report 3 0 50 4 0 50 5 0 50 6 0 40 7 0 02 STRENGTH /DEFLECTION UNBRACE LENGTHS EAVE ANALYSIS 0 50 0 50 0 50 0 40 0 00 0 00 0 00 0 00 0 00 0 00 4) -2 31 -2 31 -2 31 -1 45 0 00 5/28/08 10 19am 9 17 0 00 917 000 9 17 0 00 7 25 0 00 0 33 0 00 Page 163 Of 285 NO STEEL BUILDING SYSTEMS, INC. 3980 Job No 1 3980 I modify I Customer I Clallam Builde 6 Exc. In I Date 1 6/12/2008 Description! Westport Shipyard Paint Designed Byl FJR I Checked By l 08 Eave Design Report �(Wall 4) 5/28/08 10 19am Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0 00 -0 02 0 00 0 00 0 00 0 00 2 0 46 -0 46 0 00 -1 67 7 25 0 00 3 0 58 -0 58 0 00 -2 68 9 17 0 00 4 0 58 -0 58 0 00 -2 68 9 17 0 00 Span Shear(k Moment(f -k 1 Mom +Shr Deflection(in) 5 0 58 -0 58 0 00 -2 68 9 17 0 00 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 6 0 46 -0 46 0 00 -1 67 7 25 0 00 0 02 0 00 0 00 0 00 0 33 0 00 1 RS -0 02 4 53 0 00 RS 0 00 6 75 0 00 LS 0 00 0 01 2 LS 0 40 4 53 0 09 MS 1 45 6 75 0 21 LS 0 00 -0 15 3 LS 0 50 4 53 0 11 MS -2 31 6 75 0 34 LS 0 00 -0 39 STRENGTH /DEFLECTION 4 LS 0 50 4 53 0 11 MS -2 31 6 75 0 34 LS 0 00 -0 39 5 LS 0 50 4 53 0 11 MS -2 31 6 75 0 34 LS 0 00 -0 39 Span Shear(k Moment(f -k Mom +Shr Deflection(in) 6 RS -0 40 4 53 0 09 MS -1 45 6 75 0 21 LS 0 00 -0 15 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 7 LS 0 02 4 53 0 00 LS 0 00 6 75 0 00 LS 0 00 0 01 1 RS -0 02 4 53 0 00 RS 0 00 6 75 0 00 LS 0 00 0 01 2 LS 0 46 4 53 0 10 MS -1 67 6 75 0 25 LS 0 00 -0 18 3 LS 0 58 4 53 0 13 MS -2 68 6 75 0 40 LS 0 00 -0 45 Available 4 LS 0 58 4 53 0 13 MS -2 68 6 75 0 40 LS 0 00 -0 45 Reduction 5 LS 0 58 4 53 0 13 MS -2 68 6 75 0 40 LS 0 00 -0 45 Span Minor Cb Factor 6 RS -0 46 4 53 0 10 MS -1 67 6 75 0 25 LS 0 00 -0 18 Id Major LS LL MS RL RS LS LL MS RL RS Out In 7 LS 0 02 4 53 0 00 LS 0 00 6 75 0 00 LS 0 00 0 01 1 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 UNBRACE LENGTHS 2 14 5 7 3 7 3 7 3 7 3 7 3 1 00 1 00 1 75 1 00 1 00 0 00 0 00 3 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 Available 4 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 Reduction 5 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 Span Minor Cb Factor 6 14 5 7 2 7 2 7 2 7 2 7 2 1 00 1 00 1 75 1 00 1 00 0 00 0 00 Id Major LS LL MS RL RS LS LL M5 RL RS Out In 7 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 1 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 2 14 5 7 3 7 3 7 3 7 3 7 3 1 00 1 00 1 75 1 00 1 00 0 00 0 00 LOAD COMBINATION if 2 DL +CL +SL 3 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 4 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 5 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 6 14 5 7 2 7 2 7 2 7 2 7 2 1 00 1 00 1 75 1 00 1 00 0 00 0 00 7 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 Page 164 Of 285 ow MI I UM I• I• HCI Steel Buildings, Inc. 6/12/2008 Job No 1 3980 I modify Customer I Clallam Builde Ex Inc I Date 1 6/12/2008 Description) Westport Shipyard Paint IDesigned Byl FJR HCI STEEL BUILDING SYSTEMS. INC. 1 Checked By' DB 3980 EAVE ANALYSIS 1 0 00 2 0 43 3 0 54 4 0 54 5 0 54 6 0 43 7 0 02 STRENGTH /DEFLECTION UNBRACE LENGTHS Eave Design Report (Wall 4) 5/28/08 10 19am LOAD COMBINATION 1 3 DL +CL +0 75LL +0 75WP Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 0 02 0 00 0 43 0 00 0 54 0 00 -0 54 0 00 0 54 0 00 0 43 0 00 0 00 0 00 O 00 -1 56 -2 50 2 50 2 50 1 56 O 00 O 00 7 25 9 17 9 17 9 17 7 25 O 33 0 00 0 00 0 00 0 00 O 00 O 00 O 00 Span Shear(k Moment(f -k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 RS -0 02 4 53 0 00 RS 0 00 6 75 0 00 LS 0 00 0 01 2 LS 0 43 4 53 0 10 MS -1 56 6 75 0 23 LS 0 00 -0 16 3 LS 0 54 4 53 0 12 MS -2 50 6 75 0 37 LS 0 00 -0 42 4 LS 0 54 4 53 0 12 MS -2 50 6 75 0 37 LS 0 00 -0 42 5 LS 0 54 4 53 0 12 MS 2 50 6 75 0 37 LS 0 00 -0 42 6 RS -0 43 4 53 0 10 MS -1 56 6 75 0 23 LS 0 00 -0 16 7 LS 0 02 4 53 0 00 LS 0 00 6 75 0 00 LS 0 00 0 01 Available Reduction Span Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In 1 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 Page 165 Of 285 HCI STEEL BUILDING EAVE ANALYSIS STRENGTH /DEFLECTION nLJr GT 07 ..0 .1 A9 C I Sob No' 3980 'modify I I Customer I Clallam x 1 Data 1 6/12/2008 I West Builds Shi S P t In Designed By1 FJR SYSTEMS, INC. I 1 Checked By I DB 3980 Eave Design Report (Wall 4) 5/28/08 10.19am 2 14 5 7 3 7 3 7 3 7 3 7 3 1 00 1 00 1 75 1 00 1 00 0 00 0 00 3 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 4 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 5 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 6 14 5 7 2 7 2 7 2 7 2 7 2 1 00 1 00 1 75 1 00 1 00 0 00 0 00 7 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 LOAD COMBINATION R 4 DL +CL +0 75SL +0 75WP Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0 00 -0 02 0 00 0 00 0 00 0 00 2 0 48 -0 48 0 00 -1 73 7 25 0 00 3 0 60 -0 60 0 00 -2 77 9 17 0 00 4 0 60 -0 60 0 00 -2 77 9 17 0 00 5 0 60 -0 60 0 00 -2 77 9 17 0 00 6 0 48 -0 48 0 00 -1 73 7 25 0 00 7 0 02 0 00 0 00 0 00 0 33 0 00 Span Shear(k Moment(f -k Mom+Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 RS -0 02 4 53 0 00 RS 0 00 6 75 0 00 LS 0 00 0 01 2 LS 0 48 4 53 0 11 MS -1 73 6 75 0 26 LS 0 00 -0 18 3 LS 0 60 4 53 0 13 MS -2 77 6 75 0 41 LS 0 00 -0 47 4 LS 0 60 4 53 0 13 MS -2 77 6 75 0 41 LS 0 00 -0 47 5 LS 0 60 4 53 0 13 MS -2 77 6 75 0 41 LS 0 00 -0 47 6 RS -0 48 4 53 0 11 MS -1 73 6 75 0 26 LS 0 00 -0 18 7 LS 0 02 4 53 0 00 LS 0 00 6 75 0 00 LS 0 00 0 01 UNBRACE LENGTHS Page 166 Of 285 t♦ N I MO E M 11111 M 11111 O111 11111 HCI Steel Buildings, Inc. 6/12/2008 1 Job No 1 3980 I modify Customer' Clallam Builders 6 Exc Inc.' Date 1 6/12/2008 Description' Westport Shipyard Paint 'Designed By1 FJR SYSTEMS. STEEL I 1 I Checked By' DB 3980 LOAD COMBINATION 8 5 0 6DL +WS EAVE ANALYSIS STRENGTH /DEFLECTION Eave Design Report (Wall 4) 5/28/08 10 19am Available Reduction Span Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In Span Shear(k Moment(f -k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc A11o* 1 RS 0 02 4 53 0 00 RS 0 00 6 75 0 00 LS 0 00 01 2 LS -0 34 4 53 0 08 MS 1 24 6 75 0 18 LS 0 00 0 13 Page 167 Of 285 C 1:1 I to No r er 1 I modify Customer 1 Clai 398llam Builde 6 Ex In Date i 6/12/2008 Description] Westport Shipyard Paint Designed By' FJR Chocked By' DB Eave Design Report (Wall 4) 5/28/08 10 19am MCI STEEL BUILDING SYSTEMS INC. 3980 3 LS -0 43 4 53 0 10 MS 1 98 6 72 0 29 LS 0 00 0 33 4 LS -0 43 4 53 0 10 MS 1 98 6 72 0 29 LS 0 00 0 33 5 LS -0 43 4 53 0 10 MS 1 98 6 72 0 29 LS 0 00 0 33 6 RS 0 34 4 53 0 08 MS 1 24 6 75 0 18 LS 0 00 0 13 7 LS -0 02 4 53 0 00 LS 0 00 6 75 0 00 LS 0 00 -0 01 1 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 UNBRACE LENGTHS 2 14 5 7 3 7 3 7 3 7 3 7 3 1 00 1 00 1 75 1 00 1 00 0 00 0 00 3 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 Available 4 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 Reduction 5 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 Span Minor Cb Factor 6 14 5 7 2 7 2 7 2 7 2 7 2 1 00 1 00 1 75 1 00 1 00 0 00 0 00 Id Major LS LL MS RL RS LS LL MS RL RS Out In 7 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 Shear(k Moment(f -k LOAD COMBINATION R 6 DL +CL +SL /2 +AUX3 Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 2 14 5 7 3 7 3 7 3 7 3 7 3 1 00 1 00 1 75 1 00 1 00 0 00 0 00 3 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 4 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 5 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 6 14 5 7 2 7 2 7 2 7 2 7 2 1 00 1 00 1 75 1 00 1 00 0 00 0 00 7 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 1 000 002 000 000 000 000 2 -0 34 0 34 0 00 1 24 7 25 0 00 EAVE ANALYSIS 3 -0 43 0 43 0 00 1 98 9 17 0 00 4 -0 43 0 43 0 00 1 98 9 17 0 00 Shear(k Moment(f -k 5 -0 43 0 43 0 00 1 98 9 17 0 00 Span Left Left Right Right Left Left MidSpan Right Right 6 -0 34 0 34 0 00 1 24 7 25 0 00 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 7 -0 02 0 00 0 00 0 00 0 33 0 00 1 0 00 -0 02 0 00 0 00 0 00 2 0 46 -0 46 0 00 -1 68 7 25 3 0 58 -0 58 0 00 -2 68 9 17 4 0 38 -0 38 0 00 -1 76 9 17 5 0 38 -0 38 0 00 -1 76 9 17 6 0 30 -0 30 0 00 -1 10 7 25 7 0 01 0 00 0 00 0 00 0 33 Page 168 Of 285 0 00 0 00 O 00 O 00 O 00 0 00 0 00 1• A MN OM MN i A MI S S 111111 OIN HCI Steel Buildings, Inc. 6/12/2008 Job No' 3980 Customer! Clallam Builde 6 Ex In Date 1 6/12/2008 Description' Westport Shipyard Paint 1 Designed Byl FJR HCI STEEL BUILDING SYSTEMS. INC. I 1 1 Checked BY' DB 3980 UNBRACE LENGTHS LOAD COMBINATION 7 DL +CL +SL /2 +AUX4 EAVE ANALYSIS modify 1 Eave Design Report (Wall 4) 5/28/08 10 19am STRENGTH /DEFLECTION Page 169 Of 285 HCI STEEL BUILDING SYSTEMS, INC. 3980 I Job Not 3980 I modify I DeacriptionVCuatomer I Date 1 Westport Shipyard Pa nt Designed Byl FJR I Checked Hy' 1 DB 6/12/2008 Eave Design Report (Wall 4) 5/28/08 10 19am 3 0 58 -0 58 0 00 -2 68 9 17 0 00 4 0 58 -0 58 0 00 -2 68 9 17 0 00 Span Shear(k Moment(f -k Mom +Shr Deflection(in) 5 0 38 -0 38 0 00 -1 76 9 17 0 00 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 6 0 30 -0 30 0 00 -1 10 7 25 0 00 7 001 000 000 000 033 000 1 RS -0 02 4 53 0 00 RS 0 00 6.75 0 00 LS 0 00 0 01 2 LS 0 46 4 53 0 10 MS -1 68 6 75 0 25 LS 0 00 -0 18 3 LS 0 58 4 53 0 13 MS -2 68 6 75 0 40 LS 0 00 -0 45 STRENGTH /DEFLECTION 4 LS 0 38 4 53 0 08 MS 1 76 6 75 0 26 LS 0 00 -0 30 5 LS 0 38 4 53 0 08 MS -1 76 6 75 0 26 LS 0 00 -0 30 Span Shear(k Moment(f -k Mom +Shr Deflection(in) 6 RS -0 30 4 53 0 07 MS -1 10 6 75 0 16 LS 0 00 -0 12 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 7 LS 0 01 4 53 0 00 LS 0 00 6 75 0 00 LS 0 00 0 01 1 RS 0 01 4 53 0 00 RS 0 00 6 75 0 00 LS 0 00 0 01 2 LS 0 30 4 53 0 07 MS -1 10 6 75 0 16 LS 0 00 -0 12 3 LS 0 58 4 53 0 13 MS -2 68 6.75 0 40 LS 0 00 -0 45 Available 4 LS 0 58 4 53 0 13 MS -2 68 6 75 0 40 LS 0 00 -0 45 Reduction 5 LS 0 38 4 53 0 08 MS -1 76 6 75 0 26 LS 0 00 -0 30 Span Minor Cb Factor 6 RS -0 30 4 53 0 07 MS -1 10 6 75 0 16 LS 0 00 -0 12 Id Major LS LL MS RL RS LS LL MS RL RS Out In 7 LS 0 01 4 53 0 00 LS 0 00 6 75 0 00 LS 0 00 0 01 1 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 UNBRACE LENGTHS 2 14 5 7 3 7 3 7 3 7 3 7 3 1 00 1 00 1 75 100 1 00 0 00 0 00 3 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 Available 4 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 Reduction 5 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 Span Minor Cb Factor 6 14 5 7 2 7 2 7 2 7 2 7 2 1 00 1 00 1 75 1 00 1 00 0 00 0 00 Id Major LS LL MS RL RS LS LL MS RL RS Out In 7 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 Shear(k Moment(f -k LOAD COMBINATION 8 DL +CL +SL /2 +AUX5 Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0 00 -0 01 0 00 0 00 0 00 0 00 2 0 30 -0 30 0 00 1 10 7 25 0 00 EAVE ANALYSIS c+ L1rrT n _s An 1 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 2 14 5 7 3 7 3 7 3 7 3 7 3 1 00 1 00 1 75 1 00 1 00 0 00 0 00 3 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 4 18 3 6 1 6 1 6 1 6.1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 5 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 6 14 5 7 2 7 2 7 2 7 2 7 2 1 00 1 00 1 75 1 00 1 00 0 00 0 00 7 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 Page 170 Of 285 BM i• >N i• r i i• i• i• I i• IIIIIII HCI Steel Buildings Inc. 6/12/2008 Page 171 Of 285 Job No' 3980 I modify Customer' Clallam Builde 6 Exc Inc.I Date 6/12/2008 Description' Westport Shipyard Paint I Designed Byl FJR HCI STEEL BUILDING SYSTEMS, INC. I I Checked By DB 3980 STRENGTH /DEFLECTION UNBRACE LENGTHS Eave Design Report (Wall 4) 5/28/08 10 19am Shear(k Moment(f-k Span Left Left Right Right Left Left MSdSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup I Job No' 3980 1 modify I III 1 Customer' Clallam Builde a Ex In Data 1 6/12/2008 Dascriptionl Westport Shipyard Paint I Designed 'jl FJR ['IJrr Ci —t 4 AO HCI STEEL BUILDING SYSTEMS, INC. I I I Checked By I DB 3980 LOAD COMBINATION 8 9 DL +CL +SL /2 +AUX6 1 0 00 -0 01 0 00 2 0 30 -0 30 0 00 3 0 38 -0 38 0 00 4 0 38 -0 38 0 00 Span Shear(k Moment(f -k Mom +Shr Deflection(in) 5 0 58 -0 58 0 00 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 6 0 46 -0 46 0 00 7 0 02 0 00 0 00 Eave Design Report (Wall 4) 5/28/08 10 19am 1 0 00 -0 01 0 00 0 00 0 00 0 00 2 0 30 -0 30 0 00 -1 10 7 25 0 00 EAVE ANALYSIS 3 0 38 -0 38 0 00 -1 76 9 17 0 00 4 0 58 -0 58 0 00 -2 68 9 17 0 00 Shear(k Moment(f -k 5 0 58 -0 58 0 00 -2 68 9 17 0 00 Span Left Left Right Right Left Left MidSpan Right Right 6 0 30 -0 30 0 00 -1 10 7 25 0 00 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 7 0 01 0 00 0 00 0 00 0 33 0 00 O 00 1 10 1 76 1 76 -2 68 -1 68 O 00 0 00 0 00 7 25 0 00 9 17 0 00 9 17 0 00 9 17 0 00 7 25 0 00 0 33 0 00 1 RS -0 01 4 53 0 00 RS 0 00 6 75 0 00 LS 0 00 0 01 2 LS 0 30 4 53 0 07 MS -1 10 6 75 0 16 LS 0 00 -0 12 3 LS 0 38 4 53 0 08 MS -1 76 6 75 0 26 LS 0 00 -0 30 STRENGTH /DEFLECTION 4 LS 0 58 4 53 0 13 MS -2 68 6 75 0 40 LS 0 00 -0 45 5 LS 0 58 4 53 0 13 MS -2 68 6 75 0 40 LS 0 00 -0 45 Span Shear(k Moment(f -k Mom +Shr Deflection(in) 6 RS -0 30 4 53 0 07 MS -1 10 6 75 0 16 LS 0 00 -0 12 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 7 LS 0 01 4 53 0 00 LS 0 00 6 75 0 00 LS 0 00 0 01 1 RS -0 01 4 53 0 00 RS 0 00 6 75 0 00 LS 0 00 0 01 2 LS 0 30 4 53 0 07 MS -1 10 6 75 0 16 LS 0 00 -0 12 3 LS 0 38 4 53 0 08 MS -1 76 6 75 0 26 LS 0 00 -0 30 Available 4 LS 0 38 4 53 0 08 MS -1 76 6 75 0 26 LS 0 00 -0 30 Reduction 5 LS 0 58 4 53 0 13 MS -2 68 6 75 0 40 LS 0 00 -0 45 Span Minor Cb Factor 6 RS -0 46 4 53 0 10 MS -1 68 6 75 0 25 LS 0 00 -0 18 Id Major LS LL MS RL RS LS LL MS RL RS Out In 7 LS 0 02 4 53 0 00 LS 0 00 6 75 0 00 LS 0 00 0 01 1 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 UNBRACE LENGTHS 2 14 5 7 3 7 3 7 3 7 3 7 3 1 00 1 00 1 75 1 00 1 00 0 00 0 00 3 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 Available 4 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 Reduction 5 18 3 6.1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 Span Minor Cb Factor 6 14 5 7 2 7 2 7 2 7 2 7 2 1 00 1 00 1 75 1 00 1 00 0 00 0 00 Id Major LS LL MS RL RS LS LL MS RL RS Out In 7 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 1 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 Page 172 Of 285 MI MN U NM MI MI M BM MB NM O HCI Steel Buildings, Inc. 6/12/2008 1 Job No 1 3980 Cus I Clallam Builde Ex Description 1 Westport Shipyard Paint HCI STEEL BUILDING i SYSTEMS, INC. 3980 'modify Inc. I Data 1 6/12/2008 Designed B1 FJR I l l Checked By! DB Eave Design Report (Wall 3980 Eave Design Report (Wall 9) 2 14 5 7 3 7 3 7 3 7 3 7 3 1 00 1 00 1 75 1 00 1 00 0 00 0 00 3 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 4 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 5 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 6 14 5 7 2 7 2 7 2 7 2 7 2 1 00 1 00 1 75 1 00 1 00 0 00 0 00 7 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 LOAD COMBINATION 810 DL +CL +SL /2 +AUX1 EAVE ANALYSIS Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup Page 173 Of 285 MCI STEEL BUILDING SYSTEMS, INC. 1 0 00 -0 02 0 00 0 00 0 00 0 00 2 0 46 -0 46 0 00 -1 68 7 25 0 00 EAVE ANALYSIS 3 0 38 -0 38 0 00 -1 76 9 17 0 00 4 0 38 -0 38 0 00 -1 76 9 17 0 00 Shear(k Moment(f -k 5 0 38 -0 38 0 00 -1 76 9 17 0 00 Span Left Left Right Right Left Left MidSpan Right Right 6 0 30 -0 30 0 00 -1 10 7 25 0 00 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 7 0 01 0 00 0 00 0 00 0 33 0 00 1 0 00 -0 01 0 00 0 00 0 00 0 00 STRENGTH /DEFLECTION 2 0 30 -0 30 0 00 -1 10 7 25 0 00 3 0 38 -0 38 0 00 -1 76 9 17 0 00 4 0 38 -0 38 0 00 -1 76 9 17 0 00 Span Shear(k Moment(f -k Mom +Shr Deflection(in) 5 0 38 -0 38 0 00 -1 76 9 17 0 00 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 6 0 46 -0 46 0 00 -1 68 7 25 0 00 1 RS -0 02 4 53 0 00 RS 0 00 6 75 0 00 LS 0 00 0 01 2 LS 0 46 4 53 0 10 MS -1 68 6 75 0 25 LS 0 00 -0 18 3 LS 0 38 4 53 0 08 MS -1 76 6 75 0 26 LS 0 00 -0 30 4 LS 0 38 4 53 0 08 MS -1 76 6 75 0 26 LS 0 00 -0 30 5 LS 0 38 4 53 0 08 MS -1 76 6 75 0 26 LS 0 00 -0 30 6 RS -0 30 4 53 0 07 MS -1 10 6 75 0 16 LS 0 00 -0 12 7 LS 0 01 4 53 0 00 LS 0 00 6 75 0 00 LS 0 00 0 01 UNBRACE LENGTHS STRENGTH /DEFLECTION ni lrr-r n- _r n A n Job Not 3980 Customer 1 Clallam Builde Ex In I Date 1 6/12/2008 Description1 Westport Shipyard Paint I Designed Byj FJR Checked By' DB LOAD COMBINATION #11 DL +CL +SL /2 +AUX2 modify 5/28/08 10 19am Available Reduction Span Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In 1 0 3 0 3 0 3 0 3 0 03 100100100100100 000000 2 14 5 7 3 7 3 7 3 7 3 7 3 1 00 1 00 1 75 1 00 1 00 0 00 0 00 3 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 4 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 5 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 6 14 5 72 72 72 72 72 100100175100100 000000 7 03 03 03 03 03 03 100100100100100 000000 7 002 000 000 000 033 000 Span Shear(k Moment(f -k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 RS -0 01 4 53 0 00 RS 0 00 6 75 0 00 LS 0 00 0 01 2 LS 0 30 4 53 0 07 MS -1 10 6 75 0 16 LS 0 00 -0 12 Page 174 Of 285 Riles r R• s RI MR MN III HCI Steel Buildings, Inc. 6/12/2008 CC NCI STEEL BUILDING SYSTEMS INC. 3980 UNBRACE LENGTHS Job No 1 3980 Customer' Clallam Builder 6 Ex In Description' Westport Shipyard Paint LOAD COMBINATION 81.. DL +CL +SL -1 OAUX1 EAVE ANALYSIS 1 modify 1 Date 6/12/2008 Designed ByI FJR Checked By' DB Page 175 Of 285 Eave Design Report (Wall 4) 5/28/08 10 19am 3 LS 0 38 4 53 0 08 MS -1 76 6 75 0 26 LS 0 00 -0 30 4 LS 0 38 4 53 0 08 MS -1 76 6 75 0 26 LS 0 00 -0 30 5 LS 0 38 4 53 0 08 MS -1 76 6 75 0 26 LS 0 00 -0 30 6 RS -0 46 4 53 0 10 MS -1 68 6 75 0 25 LS 0 00 -0 18 7 LS 0 02 4 53 0 00 LS 0 00 6 75 0 00 LS 0 00 0 01 Shear(k Moment(f-k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup C NCI STEEL BUILDING SYSTEMS, INC. 3980 STRENGTH /DEFLECTION Job No 1 3980 Customer) Clallam Builde 6 Ex Description' Westport Shipyard Pa nt modify Inc Date 1 6/12/2008 1 Designed B3 FJR I Checked B y' DB Eave Design Report (Wall 4) 5/28/08 10 19am Span Shear(k 1 Moment(f -k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 RS -0 01 4 53 0 00 RS 0 00 6 75 0 00 LS 0 00 0 01 2 LS 0 30 4 53 0 07 MS -1 10 6 75 0 16 LS 0 00 -0 12 3 LS 0 58 4 53 0 13 MS -2 68 6 75 0 40 LS 0 00 -0 45 Available 4 LS 0 58 4 53 0 13 MS -2 68 6 75 0 40 LS 0 00 -0 45 Reduction 5 LS 0 58 4 53 0 13 MS 2 68 6 75 0 40 LS 0 00 -0 45 Span Minor Cb Factor 6 RS -0 46 4 53 0 10 MS -1 67 6 75 0 25 LS 0 00 -0 18 Id Major LS LL MS RL RS LS LL MS RL RS Out In 7 LS 0 02 4 53 0 00 LS 0 00 6 75 0 00 LS 0 00 0 01 1 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 UNBRACE LENGTHS 2 14 5 7 3 7 3 7 3 7 3 7 3 1 00 1 00 1 75 1 00 1 00 0 00 0 00 3 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 Available 4 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 Reduction 5 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 Span Minor Cb Factor 6 14 5 7 2 7 2 7 2 7 2 7 2 1 00 1 00 1 75 1 00 1 00 0 00 0 00 Id Major LS LL HS RL RS LS LL MS RL RS Out In 7 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 1 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 2 14 5 7 3 7 3 7 3 7 3 7 3 1 00 1 00 1 75 1 00 1 00 0 00 0 00 3 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 4 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 5 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 6 14 5 72 72 72 72 72 100100175100100 000000 7 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 LOAD COMBINATION 813 DL +CL +SL 1 OAUX2 1 0 00 -0 01 0 00 0 00 0 00 0 00 2 0 30 -0 30 0 00 -1 10 7 25 0 00 SAVE ANALYSIS 3 0 58 -0 58 0 00 -2 68 9 17 0 00 4 0 58 -0 58 0 00 -2 68 9 17 0 00 Shear(k Moment(f-k 5 0 58 -0 58 0 00 2 68 9 17 0 00 Span Left Left Right Right Left Left MidSpan Right Right 6 0 46 -0 46 0 00 -1 67 7 25 0 00 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 7 0 02 0 00 0 00 0 00 0 33 0 00 1 0 00 -0 02 0 00 0 00 0 00 0 00 2 0 46 -0 46 0 00 -1 67 7 25 0 00 Page 176 Of 285 OM Ilia UN ins r ON ON ply NM MI ilk =II HCI Steel Buildings Inc. 6/12/2008 I I oYTesidl NCI STEEL. BUILDING SYSTEMS INC. 3980 Eave Design Report (Wall 4) 5/28/08 10 19am 3 0 58 -0 58 0 00 -2 68 9 17 0 00 4 0 58 -0 58 0 00 -2 68 9 17 0 00 5 0 58 -0 58 0 00 -2 68 9 17 0 00 6 0 30 -0 30 0 00 -1 10 7 25 0 00 7 0 01 0 00 0 00 0 00 0 33 0 00 STRENGTH /DEFLECTION UNBRACE LENGTHS LOAD COMBINATION 814 DL +CL +1 6AUX3 EAVE ANALYSIS Job No 3980 Customer Clallam Builde a Ex In Description' Westport Shipyard Paint I I modify Date 1 6/12/2008 Designed ByI FJR I checked BY' DB Page 177 Of 285 1 0 00 -0 02 0 00 0 00 0 00 0 00 2 0 40 -0 40 0 00 -1 45 7 25 0 00 3 0 51 -0 51 0 00 -2 32 9 17 0 00 4 0 18 -0 18 0 00 -0 84 9 17 0 00 Span Shear(k Moment(f -k Mom +Shr Deflection(in) 5 0 18 -0 18 0 00 -0 84 9 17 0 00 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 6 0 15 -0 15 0 00 -0 53 7 25 0 00 7 001 000 000 000 033 000 1 RS -0 02 4 53 0 00 RS 0 00 6 75 0 00 LS 0 00 0 01 2 LS 0 46 4 53 0 10 MS -1 67 6 75 0 25 LS 0 00 -0 18 3 LS 0 58 4 53 0 13 MS -2 68 6.75 0 40 LS 0 00 -0 45 STRENGTH /DEFLECTION 4 LS 0 58 4 53 0 13 MS -2 68 6 75 0 40 LS 0 00 -0 45 5 LS 0 58 4 53 0 13 MS -2 68 6 75 0 40 LS 0 00 -0 45 Span Shear(k Moment(f -k Mom+Shr Deflection(in) 6 RS -0 30 4 53 0 07 MS -1 10 6 75 0 16 LS 0 00 -0 12 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 7 LS 0 01 4 53 0 00 LS 0 00 6 75 0 00 LS 0 00 0 01 1 RS -0 02 4 53 0 00 RS 0 00 6 75 0 00 1.5 0 00 0 01 2 LS 0 40 4 53 0 09 MS -1 45 6 75 0 21 LS 0 00 -0 15 3 LS 0 51 4 53 0 11 MS -2 32 6 75 0 34 LS 0 00 -0 39 Available 4 LS 0 18 4 53 0 04 MS -0 84 6 75 0 13 LS 0 00 -0 14 Reduction 5 LS 0 18 4 53 0 04 MS -0 84 6 75 0 13 LS 0 00 -0 14 Span Minor Cb Factor 6 RS -0 15 4 53 0 03 MS -0 53 6 75 0 08 LS 0 00 -0 06 Id Major LS LL MS RL RS LS LL MS RL RS Out In 7 LS 0 01 4 53 0 00 LS 0 00 6 75 0 00 LS 0 00 0 00 1 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 UNBRACE LENGTHS 2 14 5 7 3 7 3 7 3 7 3 7 3 1 00 1 00 1 75 1 00 1 00 0 00 0 00 3 18 3 6.1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 Available 4 18 3 6.1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 Reduction 5 18 3 6.1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 Span Minor Cb Factor 6 14 5 7 2 7 2 7 2 7 2 7 2 1 00 1 00 1 75 1 00 1 00 0 00 0 00 Id Major LS LL MS RL RS LS LL MS RL RS Out In 7 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 I Job No I 3980 modify I I_ I I CUatomer Clallam Builders Ex In I Date 1 6/12/2008 1 Description' Westport Shipyard Paint Designed ByI FJR HCI STEEL BUILDING SYSTEMS. INC. I I Checked ByI DB 3980 Eave Design Report (Wall 4) 5/28/08 10.19am Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 2 145 73 73 73 73 73 100100175100100 000000 3 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 4 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 5 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 6 14 5 7 2 7 2 7 2 7 2 7 2 1 00 1 00 1 75 1 00 1 00 0 00 0 00 7 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 Page 178 Of 285 II am MI w M M IM MI HCI Steel Buildings, Inc. 6/12/2008 I Job No 1 3980 I mo dif y 1:1 Customer' Clallam Builde 6 Ex In I Date 1 6/12/2008 Description! Westport Shipyard Pa nt 'Designed ByI FJR HCI STEEL BUILDING SYSTEMS. INC. I 1 I Checked By I DB 3980 LOAD COMBINATION 815 DL +CL +1 6AUX4 EAVE ANALYSIS Page 179 Of 285 Eave Design Report (Wall 4) 5/28/08 10 19am 3980 Eave Design Report (Wall 4) 5/28/0810 19am 2 14 5 7 3 7 3 7 3 7 3 7 3 1 00 1 00 1 75 1 00 1 00 0 00 0 00 3 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 4 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 5 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 6 14 5 7 2 7 2 7 2 7 2 7 2 1 00 1 00 1 75 1 00 1 00 0 00 0 00 7 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 Shear(k Moment(f -k LOAD COMBINATION 816 DL +CL +1 6AUX5 Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0 00 -0 01 0 00 0 00 0 00 0 00 2 0 15 -0 15 0 00 -0 53 7 25 0 00 EAVE ANALYSIS 3 0 51 -0 51 0 00 -2 32 9 17 0 00 4 0 51 -0 51 0 00 -2 32 9 17 0 00 Shear(k Moment(f -k 5 0 18 -0 18 0 00 -0 84 9 17 0 00 Span Left Left Right Right Left Left MidSpan Right Right 6 0 15 -0 15 0 00 -0 53 7 25 0 00 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 7 0 01 0 00 0 00 0 00 0 33 0 00 STRENGTH /DEFLECTION 1 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 UNBRACE LENGTHS LJrCT AA ,.l 4 A7 p Job No 1 3980 I modify 1 I I Customer I Clallam Builde 6 Exc. In I Date I 6/12/2008 1 Description Westport Shipyard Paint ByI HCI STEEL BUILDING SYSTEMS. INC. I 1 I Checked BY I DB I Designed FJR 1 0 00 -0 01 0 00 0 00 0 00 2 0 15 -0 15 0 00 -0 53 7 25 3 0 18 -0 18. 0 00 -0 84 9 17 4 0 51 -0 51 0 00 -2 32 9 17 Span Shear(k Moment(f -k Mom +Shr Deflection(in) 5 0 51 -0 51 0 00 -2 32 9 17 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 6 0 15 -0 15 0 00 -0 53 7 25 7 0 01 0 00 0 00 0 00 0 33 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 RS -0 01 4 53 0 00 RS 0 00 6 75 0 00 LS 0 00 0 00 2 LS 0 15 4 53 0 03 MS -0 53 6 75 0 08 LS 0 00 -0 06 3 LS 0 51 4 53 0 11 MS -2 32 6 75 0 34 LS 0 00 -0 39 STRENGTH /DEFLECTION 4 LS 0 51 4 53 0 11 MS -2 32 6 75 0 34 LS 0 00 -0 39 5 LS 0 18 4 53 0 04 MS -0 84 6 75 0 13 LS 0 00 -0 14 Span Shear(k Moment(f -k Mom +Shr Deflection(in) 6 RS -0 15 4 53 0 03 MS -0 53 6 75 0 08 LS 0 00 -0 06 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 7 LS 0 01 4 53 0 00 LS 0 00 6 75 0 00 LS 0 00 0 00 1 RS -0 01 4 53 0 00 RS 0 00 6 75 0 00 LS 0 00 0 00 UNBRACE LENGTHS 2 LS 0 15 4 53 0 03 MS -0 53 6 75 0 08 LS 0 00 -0 06 3 LS 0 18 4 53 0 04 MS -0 84 6 75 0 13 LS 0 00 -0 14 Available 4 LS 0 51 4 53 0 11 MS -2 32 6 75 0 34 LS 0 00 -0 39 Reduction 5 LS 0 51 4 53 0 11 MS -2 32 6 75 0 34 LS 0 00 -0 39 Span Minor Cb Factor 6 RS -0 15 4 53 0 03 MS -0 53 6 75 0 08 LS 0 00 -0 06 Id Major LS LL MS RL RS LS LL MS RL RS Out In 7 LS 0 01 4 53 0 00 LS 0 00 6 75 0 00 LS 0 00 0 00 Page 180 Of 285 MI I• all II ale it MI HCI Steel Buildings, Inc. 6/12/2008 Job No' 3980 I modify I Customer' Clallam Builde Ex In I Data 1 6/12/2008 Description' Westport Shipyard Paint I Designed Hy1 FJR HCI STEEL BUILDING I Checked Byi DB SYSTEMS. INC. 3980 =z Eave Design Report (Wall 4) 5/28/08 10 19am Available Reduction Span Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In LOAD COMBINATION 417 DL +CL +1 6AUX6 SAVE ANALYSIS Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup STRENGTH /DEFLECTION Span Shear(k Moment(f -k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 RS -0 01 4 53 0 00 RS 0 00 6 75 0 00 LS 0 00 0 00 2 LS 0 15 4 53 0 03 MS -0 53 6 75 0 08 LS 0 00 -0 06 Page 181 Of 285 HCI STEEL BUILDING SYSTEMS. INC. 1 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 UNBRACE LENGTHS 2 14 5 73 73 73 73 73 100100175100100 000000 3 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 Available 4 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 Reduction 5 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 Span Minor Cb Factor 6 14 5 7 2 7 2 7 2 7 2 7 2 1 00 1 00 1 75 1 00 1 00 0 00 0 00 Id Major LS LL MS RL RS LS LL MS RL RS Out In 7 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 1 0 00 -0 01 0 00 0 00 0 00 0 00 2 0 15 -0 15 0 00 -0 53 7 25 0 00 EAVE ANALYSIS 3 0 18 -0 18 0 00 -0 84 9 17 0 00 4 0 18 -0 18 0 00 -0 84 9 17 0 00 Shear(k Moment(f -k 5 0 51 -0 51 0 00 -2 32 9 17 0 00 Span Left Left Right Right Left Left MidSpan Right Right 6 0 40 -0 40 0 00 -1 45 7 25 0 00 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 7 0 02 0 00 0 00 0 00 0 33 0 00 I Job No 3980 I modify 1 Customer' Clallam Builde a Ex In I Date 1 6/12/2008 Description' Westport Shipyard Paint I Designed By' FJR 1 I checked By I DB 3980 Eave Design Report (Wall 4) 5/28/08 10 19am 3 LS 0 18 4 53 0 04 MS -0 84 6 75 0 13 LS 0 00 -0 14 4 LS 0 18 4 53 0 04 MS -0 84 6 75 0 13 LS 0 00 -0 14 5 LS 0 51 4 53 0 11 MS -2 32 6 75 0 34 LS 0 00 -0 39 6 RS -0 40 4 53 0 09 MS -1 45 6 75 0 21 LS 0 00 -0 15 7 LS 0 02 4 53 0 00 LS 0 00 6 75 0 00 LS 0 00 0 01 1 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 2 14 5 7 3 7 3 7 3 7 3 7 3 1 00 1 00 1 75 1 00 1 00 0 00 0 00 3 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 4 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 5 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 6 14 5 7 2 7 2 7 2 7 2 7 2 1 00 1 00 1 75 1 00 1 00 0 00 0 00 7 0 3 03 03 03 03 03 100100100100100 000000 LOAD COMBINATION 418 DL +CL +1 6AUX7 1 0 00 -0 02 0 00 0 00 0 00 0 00 2 0 40 -0 40 0 00 -1 45 7 25 0 00 3 0 18 -0 18 0 00 -0 84 9 17 0 00 4 0 51 -0 51 0 00 -2 32 9 17 0 00 5 0 18 -0 18 0 00 -0 84 9 17 0 00 6 0 40 -0 40 0 00 1 45 7 25 0 00 7 0 02 0 00 0 00 0 00 0 33 0 00 Page 182 Of 285 was on r ow as am as no s an 1♦ 1111 r NE am HCI Steel Buildings, Inc. Iifi�Y 1 HCI STEEL BUILDING SYSTEMS. INC. 3980 STRENGTH /DEFLECTION Span Shear(k Moment(f -k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow UNBRACE LENGTHS LOAD COMBINATION 819 DL +CL +1 6AUX8 EAVE ANALYSIS I: I Job No 1 3980 D i I modify I •scrti a p onl Clallam Builde Ex In I Date Westport Shipyard Paint Designed By' FJR I I Checked By' DB 1 6/12/2008 Eave Design Report (Wall 4) 5/28/08 10 19am Page 183 Of 285 I I i HCI STEEL BUILDING SYSTEMS. INC. 3980 3 4 5 6 7 O 51 O 18 O 51 0 15 0 01 C Job No 1 3980 1 mo dif y 1 uatomerl Clallam C Description wear.....r Builde cFS..., a n ..r In 1 Date 1 6/12/2008 I Designed Hyl FJR I I 1 Checked By I DB Eave Design Report (Wall 4) 5/28/08 10 19am 0 51 0 00 -2 32 9 17 0 00 0 18 0 00 -0 84 9 17 0 00 0 51 0 00 -2 32 9 17 0 00 0 15 0 00 -0 53 7 25 0 00 000 000 000 033 000 1 RS -0 02 4 53 0 00 RS 0 00 6 75 0 00 LS 0 00 0 01 2 LS 0 40 4 53 0 09 MS -1 45 6 75 0 21 LS 0 00 -0 15 3 LS 0 18 4 53 0 04 MS -0 84 6 75 0 13 LS 0 00 -0 14 STRENGTH /DEFLECTION 4 LS 0 51 4 53 0 11 MS -2 32 6 75 0 34 LS 0 00 -0 39 5 LS 0 18 4 53 0 04 MS -0 84 6 75 0 13 LS 0 00 -0 14 Span Shear(k Moment(f -k Mom +Shr Deflection(in) 6 RS -0 40 4 53 0 09 MS -1 45 6 75 0 21 LS 0 00 -0 15 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 7 LS 0 02 4 53 0 00 LS 0 00 6 75 0 00 LS 0 00 0 01 1 RS -0 01 4 53 0 00 RS 0 00 6 75 0 00 LS 0 00 0 00 2 LS 0 15 4 53 0 03 MS -0 53 6 75 0 08 LS 0 00 -0 06 3 LS 0 51 4 53 0 11 MS -2 32 6 75 0 34 LS 0 00 -0 39 Available 4 LS 0 18 4 53 0 04 MS -0 84 6 75 0 13 LS 0 00 -0 14 Reduction 5 LS 0 51 4 53 0 11 MS -2 32 6 75 0 34 LS 0 00 -0 39 Span Minor Cb- Factor 6 RS -0 15 4 53 0 03 MS -0 53 6 75 0 08 LS 0 00 -0 06 Id Major LS LL MS RL RS LS LL MS RL RS Out In 7 LS 0 01 4 53 0 00 LS 0 00 6 75 0 00 LS 0 00 0 00 1 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 UNBRACE LENGTHS 2 14 5 7 3 7 3 7 3 7 3 7 3 1 00 1 00 1 75 1 00 1 00 0 00 0 00 3 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 Available 4 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 Reduction 5 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 Span Minor Cb Factor 6 14 5 7 2 7 2 7 2 7 2 7 2 1 00 1 00 1 75 1 00 1 00 0 00 0 00 Id Major LS LL MS RL RS LS LL MS RL RS Out In 7 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 00 0 00 Shear(k Moment(f -k LOAD COMBINATION #20 DL +CL +SL +AUX9 Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0 00 -0 01 0 00 0 00 0 00 0 00 2 0 15 -0 15 0 00 -0 53 7 25 0 00 SAVE ANALYSIS 1 0 3 03 03 03 03 03 100100100100100 000000 2 14 5 7 3 7 3 7 3 7 3 7 3 1 00 1 00 1 75 1 00 1 00 0 00 0 00 3 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 4 18 3 6 1 6 1 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 5 18 3 6 1 6 1 6 1 6 1 6.1 1 00 1 00 1 00 1 00 1 00 0 00 0 00 6 14 5 72 72 72 72 72 100100175100100 000000 7 03 03 03 03 03 03 100100100100100 000000 Page 184 Of 285 6/12/2008 111:11 11111 NE NM UN MI SISI OM INS NM MN 111. 1111. 1111111 HCI Steel Buildings Inc. 6/12/2008 Job Not 3980 I modif 1 Customer I Clallam Builde Ex Inc I Date 1 6/12/2008 Des Westport Shipyard Paint I Designed 8yl FJR HCI STEEL BUILDING SYSTEMS. INC. 1 I Checked By I DB 3980 Eave Design Report (Wall 4) 5/28/08 10 19am EAVE STRUTS 5 -0 70 1 47 0 48 6 -0 28 1 16 0 24 7 0 02 3980 Strut Bolt Report RAFTER CONNECTION Location Purlin Eave Strut RF Direct Bolt Direct Bolt 2 1 RF 2 A325 0 625 0 2 57 13 81 4 89 0 52 2 2 RF 2 A325 0 625 0 2 57 13 81 4 89 0 52 2 3 RF 2 A325 0 625 0 2 13 13 81 4 89 0 43 PURLIN STRUTS AT EAVE Surf Frm_Line Bay Brace Bolt_Selected Load Bolt_Capacity Page 187 Of 285 1 5/28/08 10 19am PURLINS C o HCI STEEL BUILDING SYSTEMS. INC. Job No 1 3980 1 modif 1 customer' Clallam Builder Ex In I Date 1 6/12/2008 Description) Westport Shipyard Paint Designed ByI FJR Checked By I DB 3980 Strut Bolt Report 5/28/08 10 19am Id Id Type Id Loc No Type Dia Wshr Id Calc Shear Bear Ratio 2 1 RF 0 00 2 A325 0 500 0 1 5 58 8 84 5 56 1 00 2 2 RF 0 00 2 A325 0 500 0 1 5 58 8 84 5 56 1 00 2 5 RF 0 00 2 A325 0 500 0 1 5 58 8 84 5 56 1 00 2 6 RF 0 00 2 A325 0 500 0 1 5 58 8 84 5 56 1 00 Bolt_Capacity Surf Frm_Line Brace Bolt_Selected Shear Bearing Id Id Type Loc No Type Dia Wshr Calc Allow Calc Allow Ratio 2 1 RF 8 49 2 A325 0 500 0 3 71 8 84 3 71 5 56 0 67 2 2 RF 8 49 2 A325 0 500 0 5 93 8 84 4 32 5 56 0 78 2 1 RF 25 54 2 A325 0 500 0 2 26 8 84 2 26 5 56 0 41 2 2 RF 25 54 2 A325 0 500 0 3 39 8 84 2 26 5 56 0 41 2 5 RF 8 49 2 A325 0 500 0 5 93 8 84 4 32 5 56 0 78 2 6 RF 8 49 2 A325 0 500 0 3 71 8 84 3 71 5 56 0 67 2 5 RF 25 54 2 A325 0 500 0 3 39 8 84 2 26 5 56 0 41 2 6 RF 25 54 2 A325 0 500 0 2 26 8 84 2 26 5 56 0 41 Wall Frm_Line Bolt_Selected Bolt_Capacity Id Id Type No Type Dia Wshr Calc Shear Bear Ratio 3980 Roof Design Weight Summary 5/28/08 10 19am 2 4 RF 2 A325 0 625 0 2 13 13 81 4 89 0 43 Roof Purlins 4009 23 2 5 RF 2 A325 0 625 0 2 57 13 81 4 89 0 52 Eave Struts 701 04 2 6 RF 2 A325 0 625 0 2 57 13 81 4 89 0 52 Struts 143 70 4 1 RF 2 A325 0 625 0 4 80 13 81 4 89 0 98 Roof Bracing 212 39 4 2 RF 2 A325 0 625 0 4 80 13 81 4 89 0 98 Wall Bracing 172 75 4 3 RF 2 A325 0 625 0 0 82 13 81 4 89 0 17 4 4 RF 2 A325 0 625 0 0 82 13 81 4 89 0 17 Total 5239 12 4 5 RF 2 A325 0 625 0 4 80 13 81 4 89 0 98 4 6 RF 2 A325 0 625 0 4 80 13 81 4 89 0 98 3980 Roof Design Warning Report 5/28/08 10 19am Page 188 Of 285 7 HCI Steel Buildings, Inc. 6/12/2008 SNYSTEM CI STEEL BUILDING 3980 Job Not 3980 modify Cuatormr( Clallam Builders Exc. Inc. I Date 1 6/12/2008 Deaeription Westport Shipyard Paint Designed 8 YI FJR chocked BY I DB Roof Design Warning Report 5/28/08 10 19am *3980 Sidewall Design Input WARNING• Anti -roll panel shear limit a 5 JPR/.04pv4 7b eke 6 -oS Page 189 Of 285 1)JOBID: 3980 SHEET 9.5 of 143 2)PROGRAM OPTIONS. *Sidewall Run Run Lap Id Girt Panel Stiff B. Y. Y' 0 50 3)DESIGN CODE. *Design Steel_Code Build Seismic Code Cold Not Country Code Year Zone 'WS 'NAUS01 AISCO5 IBC 06' D 4)DESIGN CONSTANTS ---Strength_Factora-- Stress_Ratio seismic Girt Panel Wind Frame Brace 1 03 1 03 1 0000 1 7000 1 7000 5)STEBL YIELDS. Web Flg C_Sec W R_Sec P_Sec T_Sec U Sec EP BP 50 0 55.0 55 0 50 0 50 0 35 0 46 0 36 0 55 0 55 0 6)DEFLECTION LIMITS Girt Panel Part Wall Facia Wall Facia Nall 90 0 60 0 90 7)REPORTS Input Wall Door Wall Echo Girt Jamb Panel I 2 Y' Y. 8)BUILDING TYPE Build L Expand EN R Expand EN Type Use Offset Use Offset FF- 'Y 4 000 'Y 4 000 9)SURFACE SHAPE. No X_Coord Y Coord Offset Page 190 Of 285 Job NoI 3980 1 modify I Cestomarl Clallam Builders 4 Exc. Inc. I Date 1 6/12/2008 DaermiPtioal Westport Shipyard Paint Designed FUR Checked By I DB 5/28/08 10 19am 11•11 IIIIIIII HCI Steel Buildings, Inc. Description Westport Shipyard Paint HCI STEEL BUILDING SYSTEMS. INC. Surf (ft) (ft) 3 0 0000 16 5833 34 0000 18 0000 34 0000 0 0000 (10)SIDEWALL BAY SPACING Sets_Of Bay No Bays Width Bays 3 15 0000 1 18 6667 3 15 0000 1 (11)FRAMED OPENINGS No Bay Open Open Id Width 0 (12)PARTIAL WALLS Set_Of Base Full Bays Type Load 0 (13)GIRT DESIGN Girt Flg_Brace Type Out In ZF C N (14)GIRT LOCATION Set No Girt Loc Girt Location 9 2 7 3333 12 3333 (15)SPECIAL GIRT Sets_Of Bay_Id Girt Girt Girt Girts Start End Height Type Rotate Use 0 (16)WALL Wall Panel HHR 26 PANELS /GUTTERS Gutter Use Type Width E N 0 000 (17)FACIA /PARAPET• Location No. Ext Facia Bay Bay Job No' 3980 modify 1 Customer I Clallam Builde Ex In I Date 1 6/12/2008 1 Designed B FJR Checked By' DB (in) 0 000 8 000 0 000 Open Open Open Sill Base Set Member Remove Height Offset Type Height Elev Depth Select Panel Bay_Id Wall Start End Height Set Set Max Max_Unbr Depth Lap Space Length 0 000 0 0000 7 3333 10 0000 Insulation Use Thick 'N 0 000 Edge_Extend Left Right Ext am N me MN M NM OM MI OM MN MI INIM 6/12/2008 Page 191 Of 285 I Job Not 3980 I modify 1 Customer' Clallam Builde 6 Ex In !Date I Description' Westport Shipyard Paint 'Designed By' HCI STEEL BUILDING SYSTEMS, INC. I I Checked By Ext Id Type Start End Elev Height (ft) (ft) Mount 0 (20)EDGE ZONE Zone Width 3 400 no II I r• A/? —1 A A 7 (18)FACIA /PARAPET GIRTS *Ext Top Interior- Gutter Back_Panel Angle *Id Type Rotate Type Rotate Type Rotate Part Rotate Spacing (19)BASIC LOADS Deflection Basic Load_Ratio Wind Snow Wind Seis 22 8 1 00 1 00 1 00 Col/ Girt Panel Jamb 1 07 1 23 1 06 (21)WIND PRESSURE /SUCTION Wind Wind Pressure Suction 19 9 -21 9 24 6 -26 6 19 9 -21 7 34 1 -22 8 Wind Load Factor 1 00 Girt /Header Panel Jamb Parapet Girt Seismic Dead Coeff 2 00 0 0000 (22)GIRT LAPS Data Set _l Set _2 Set_3 Opt Sets Left Right Quan Left Right Quan Left Right Quan 0 (23)GIRT STRAPS Data Set_1 Set_2 Set_3 Set_4 *Opt Sets Strap Quan Strap Quan Strap Quan Strap Quan 0 Code file used was EW_IBC 06 Version 3 0 3980 Sidewall Design Code STRUCTURAL CODE. 6/12/2008 FJR DB 5/28/08 10 19am Page 192 Of 285 7 twl NM NM N ■■N In I• r OM O HCI Steel Buildings, Inc. SYSTEMS INCILDING I I 1 Checked By DB 3980 Sidewall Design Code Design Basis WS Hot Rolled Steel AISCO5 Cold Formed Steel NAUS01 BUILDING CODE Wind Code IBC Year 06 Seismic Zone D I Job No 3980 I modify I Customer I Clallam Builde 6 Ex In I Date 1 6/12/2008 Descriptionl W es t por t Shipyard Pa nt I Designed ByI FJR MODULUS OF ELASTICITY Hot Rolled Steel 29000 (ksi Cold Formed Steel 29500 (ksi GIRT LOCATION Bay No Girt Id Id Girt 1 2 3 5/28/08 10 19am Page 193 Of 285 3980 3 3 0 65 0 65 0 65 3980 Flush Girt Design Report 5/28/08 10 19am 4 3 0 65 0 65 0 65 5 3 0 65 0 65 0 65 1 3 3 667 7 333 12 333 GIRT ACTIONS 2 3 3 667 7 333 12 333 3 3 3 667 7 333 12 333 Bay Girt Ld Shear(k MOment(f -k Mom ---Deflect(in)-- 4 3 3 667 7 333 12 333 Id Id Id Calc Allow UC Calc Allow UC Shear Calc Allow UC 5 3 3 667 7 333 12 333 1 1 WP -0 51 2 41 0 21 -1 77 4 33 0 41 0 10 -0 29 1 86 0 15 GIRT SPAN WS -0 57 2 41 0 24 1 95 2 81 0 69 0 13 0 32 1 86 0 17 Bay No Girt Id 1 2 WP -0 60 2 41 0 25 -2 09 4 33 0 48 0 15 -0 34 1 86 0 18 Id Girt 1 2 3 WS -0 68 2 41 0 28 2 31 2 81 0 82 0 18 0 37 1 86 0 20 1 3 WP 0 59 2 41 0 25 2 07 4 33 0 48 0 14 -0 33 1 86 0 18 1 3 13 92 13 92 13 92 WS -0 67 2 41 0 28 2 29 2 81 0 81 0 18 0 37 1 86 0 20 2 3 17 92 17 92 17 92 2 1 WP 0 65 4 54 0 14 -2 93 5 67 0 52 0 16 -0 64 2 39 0 27 3 3 17 92 17 92 17 92 WS -0 72 4 54 0 16 3 22 3 69 0 87 0 19 0 70 2 39 0 29 4 3 17 92 17 92 17 92 2 2 WP -0 77 4 54 0 17 -3 46 5 67 0 61 0 22 -0 75 2 39 0 32 5 3 13 92 13 92 13 92 WS -0 85 4 54 0 19 3 81 3 69 1 03 0 26 0 83 2 39 0 35 2 3 WP 0 77 4 54 0 17 -3 43 5 67 0 60 0 21 -0 75 2 39 0 31 GIRT SIZE WS -0 84 4 54 0 19 3 77 3 69 1 02 0 26 0 82 2 39 0 34 Bay No Girt Id 3 1 WP 0 65 4 54 0 14 -2 93 5 67 0 52 0 16 -0 64 2 39 0 27 Id Girt 1 2 3 WS -0 72 4 54 0 16 3 22 3 69 0 87 0 19 0 70 2 39 0 29 OUCCT 117 .,F I A el Job No Clai I Dat Customer' Clallam Builde 6 Ex In I Dat 1 6/12/2008 Cust Descriptionl Westport Shipyard Paint I Designed Byl FJR HCI STEEL BUILDING SYSTEMS. INC. I I Checked By DB 1 3 8225016 8Z25U16 8Z25U16 2 3 8Z25U14 8Z25U14 8Z25U14 3 3 BZ25U14 8Z25U14 8Z25014 4 3 8Z25U14 8225U14 8225014 5 3 8125016 8Z25U16 8Z25U16 GIRT REDUCTION FACTOR. Bay No Girt Id Id Girt 1 2 3 1 3 0 65 0 65 0 65 2 3 0 65 0 65 0 65 GIRT INSIDE FLANGE BRACE No Brace /Bay 1 2 3 4 5 0 0 0 0 0 Flush Girt Design Report 5/28/08 10 19am Page 194 Of 285 6/12/2008 EN EN I me me um I EN EN I MI g MN MI I OM all NM HCI Steel Buildings, Inc. 6/12/2008 Ha STEEL BUILDING SYSTEMS. INC. HG9 STEEL BWUMNG I I Checked Sy' DB SYSTEMS, INC. I 1 I Checked BY I DB 3980 Flush Girt Design Report 5/28/08 10 19am 3980 Wall Panel Report 5/28/08 10 19am 3 2 WP -0 77 4 54 0 17 3 46 5 67 0 61 0 22 -0 75 2 39 0 32 4 3 58 WP 49 3 114 8 0 43 -18 7 104 1 0 18 -0 02 0 72 0 03 WS -0 85 4 54 0 19 3 81 3 69 1 03 0 26 0 83 2 39 0 35 WS -65 6 104 1 0 63 24 8 114 8 0 22 0 03 0 72 0 04 3 3 WP 0 77 4 54 0 17 -3 43 5 67 0 60 0 21 -0 75 2 39 0 31 WS -0 84 4 54 0 19 3 77 3 69 1 02 0 26 0 82 2 39 0 34 4 1 WP 0 65 4 54 0 14 -2 93 5 67 0 52 0 16 -0 64 2 39 0 27 WS -0 72 4 54 0 16 3 22 3 69 0 87 0 19 0 70 2 39 0 29 4 2 WP -0 77 4 54 0 17 -3 46 5 67 0 61 0 22 -0 75 2 39 0 32 3980 Weight Summary 5/28/08 10 19am WS -085 4 54019 381 369103 026 083 239035 4 3 WP 0 77 4 54 0 17 -3 43 5 67 0 60 0 21 -0 75 2 39 0 31 WS -0 84 4 54 0 19 3 77 3 69 1 02 0 26 0 82 2 39 0 34 5 1 WP -0 51 2 41 0 21 -1 77 4 33 0 41 0 10 -0 29 1 86 0 15 WS 0 57 2 41 0 24 1 95 2 81 0 69 0 13 0 32 1 86 0 17 Girts 777 10 5 2 WP -0 60 2 41 0 25 -2 09 4 33 0 48 0 15 -0 34 1 86 0 18 Frame Openings 0 00 WS 0 68 2 41 0 28 2 31 2 81 0 82 0 18 0 37 1 86 0 20 5 3 WP 0 59 2 41 0 25 -2 07 4 33 0 48 0 14 -0 33 1 86 0 18 777 10 WS 067 2 41028 229 281081 018 0 37 186020 3980 Wall Panel Report 5/28/08 10 19am PANEL DATA. C Job No 1 3980 I modify I I Job No l 3980 1 modify Customer I Clallam Builde 6 Ex Inc I Data 1 6/12/2008 �Cus Comer I Clallam Builde 6 Ex In I Date 1 6/12/2008 Descri tion I Westport Shipyard 9 I P West ort Shi and Paint Deai Byl FJR Description) Westport Shipyard Paint Designed BA FJR Bay Part Type Gage Yield 1 HHR 26 HR 26 00 50 0 MOMENTS DEFLECTION Moment(ft- lb /ft) Span Span LD Support Midspan Deflect(in) Id (ft) Id Calc Mn /sf UC Calc Mn /sf UC Calc Allow UC 1 3 67 WP 31 1 114 8 0 27 -27 3 104 1 0 26 -0 05 0 73 0 06 WS -41 3 104 1 0 40 36 3 114 8 0 32 0 06 0 73 0 08 2 3 67 WP 41 0 114 8 0 36 -5 4 104 1 0 05 0 00 0 73 0 01 WS -54 6 104 1 0 52 7 2 114 8 0 06 -0 01 0 73 0 01 3 5 00 WP 49 3 114 8 0 43 -31 8 104 1 0 31 -0 09 1 00 0 09 WS -65 6 104 1 0 63 42 2 114 8 0 37 0 11 1 00 0 11 Page 195 Of 285 nu Irr r rs _r A A'1 3980 Sidewall Design Warning Report No Warnings 5/28/08 10 19am Page 196 Of 285 NM EN IIIII M I MN Ili 11.11 I IIIIII N 11.1 1.11 HCI Steel Buildings, Inc. 1 1:1 Job Nr l C l modify Custaaer I lal lallam Builde Exc. Inc. l Data 1 6/12/2008 Description] Westport Shipyard Paint 'Designed Hy? FJR HCI STEEL BUILDING SYSTEMS. INC. I 1 I Checked Hy I DB 3980 Endwall Design Input 1)JOBID• 3980 3)DESIGN CODE. *Design Steel_Code Build Seismic Code Cold Hot Country Code Year Zone 4)DESIGN CONSTANTS ---Strength_Factors-- Stress Ratio Seismic Col /Raf Girt Panel Wind Frame Brace 1 03 1 03 1 03 1 0000 1 7000 1 7000 5)STEEL YIELDS 5/28/08 10 19am Page 197 Of 285 [+LJ1�CT AA ..t 4 A• Job Nol 39 :0 1 CUa I Clallam Builde Exc In I Data 1 6/12/2008 Description) Westport Shipyard Paint I Designed Byl FJR HCI STEEL BUILDING SYSTEMS. INC. l l 1 Checked HyI D8 'FF 34 0000 86 0000 'Y .E' 4 00 9)SURFACE SHAPE No X_Coord Y_Coord Offset Surf (ft) (ft) (in) 3 0 0000 16 5833 0 000 34 0000 18 0000 8 000 34 0000 0 0000 0 000 2)PROGRAM OPTIONS EW Run Run Run Run No Lap (10)BAY SPACING Id Col /Raf Girt Brace Panel Cycle Stiff *No.Roof Roof Frame Sets_Of Bay No L 'Y Y N Y 4 0 50 Bay Bay Recess Bays Width Bays WS NAUS01 AISCO5 IBC 06 D (11)FRAMED OPENINGS 5 15 0000 0 3333 3 10 0000 1 14 0000 1 10 0000 1 No. Bay Open Open Open Open Sill Base Set Member Remove Open Id Width Height Offset Type Height Elev Depth Select Panel 1 2 3 3333 15 3333 3 0000 73 12 0000 0 000 0 000 'C F' (12)WIDE OPENING LAYOUT Open Bay_Id Clear_Opening Wedge Stub Column Total *No Id Type St End Width Height Height Elev Mount Weight 0 Web Flg C_Sec W_Sec R_Sec P_Sec T_Sec U_Sec EP BP 50 0 55 0 55 0 50 0 50 0 35 0 46 0 36 0 55 0 55 0 (13)WIDE OPENING AND STRUT FRAMING -Open- Door_Jamb Stub Head Back_Brace Strut Header_Beam- Deflection 6)DEF1ECTION LIMITS No Id Type FlgWid FlgThk Type Type Type Loc Type Type Max_Spc Horz Vert Rafter Girt Panel Part Wind 0 Live Wind Total Column Wall Facia Wall Facia Wall Bent 180 180 0 120 90 90 60 60 90 60 (14)WIDE OPENING HEADER LOCATION -Open- No Column 7)REPORTS *No Id Location Location Input Column Wall Door Wall Cable 0 Echo Rafter Girt Jamb Panel Brace I 3 2 'Y Y Y (15)PARTIAL WALLS Set_Of Base Full Bay_Id Wall 8)BUILDING TYPE Bays Type Load Start End Height Build Build Build Expand_EW 0 Type Width Length Use Offset (16)COLUMNS 1 modify 1 Page 198 Of 285 6/12/2008 Ili IIIIII 111111 HCI Steel Buildings, Inc. 6/12/2008 Job No( 3980 Customer' Clallam Builde Ex In Description' Westport Shipyard Paint HCI STEEL BUILDING SYSTEMS. INC. -Left Corner- Type Rot Depth (in) R 0 00 (17)COLUMN SIZE No Column Column Size 4 (18)RAFTERS Rafter Set Select Depth 0 000 (19)RAFTER SIZE No Surf Rafter Rafter Id Size 1 2 (20)RAFTER SPLICES Surf No Splice Id Splice Loc 2 0 (21)GIRT DESIGN *Girt Flg_Brace *Type Out In Offset Project ZF' C' N 0 000 0 000 (22)GIRT LOCATION Set No Girt Loc Girt Location P 2 7 3333 12 3333 0 'Designed ByI FJR Checked By' DB Right_Corner -Int Facia Int_NO_Facia Max_UnBr Base Type Rot Depth Type Depth Type Depth Same Length Elev (in) (in) (in) Dep (ft) (in) R 0 00 R 0 00 R 0 00 N 83 333 0 000 ELEVATION Base Elev 0 000 0 000 0 000 0 000 Rafter Same Y Flange Brace Y Splice Type Set Depth 0 000 Set Lap 0 0000 (23)SPECIAL GIRT Sets_Of Bay_Id Girt Girt Girt Girts Start End Height Type Rotate Use (24)ROOF PURLINS *Surf Surf No Peak Set_Of Set_Space modify Date 6/12/2008 Max Girt To One Girt Max_Unbr Space Rafter Depth /Bay Length 7 3333 N' Y 10 0000 Page 199 Of 285 HCI SYSTEMS. INC. Id 2 Ili lid STEEL BUILDING 0 CLICCT 4 AA ..L 4 A7 Ext Purlin 0 000 9 (25)PANELS /RF_COLUMNS Wall Insulation RF_Interior_Columns Panel Use Thick No. Locate HHR 26 'N 0 000 2 10 0000 24 0000 (26)WIND FRAMING SELECTION Order_Of_Selection Panel Diagonal Wind Shear Bracing Bent N 'N N (27)WALL BRACING. Wind Brace Shear Type 100 0 'R (28)WIND BENTS Member Type Depth 0 00 (30)WALL BRACING No Attach *Attach Id (31)EAVE EXTENSION Job No 1 3980 I modify Customer I Clallam Builder Exc In 1 Date 1 Description' Westport Shipyard Paint Designed ByI I Checked By' Space Space 0 667 6 Wind Column N' No _Bay Specified Specified Bays_For_Bracing 0 No Bay Bay_Id 0 (29)WIND COLUMNS Member No Left/ Type Depth Bay Bay_Id Right 0 00 0 ATTACHMENT Bay_Id No Start End Level Space No 3 500 1 5 000 1 3 561 1 4 500 3 5 000 1 1 401 2 Level_Height *Wall No Ext Bay_Id Edge_Extend- Ext *Id Ext Id Start End Height Width Slope Left Right Mount 2 0 Page 200 Of 285 6/12/2008 FJR DB IM OM MO MI NMI MI r MI IN HCI Steel Buildings, Inc. 6/12/2008 HCI STEEL BUILDING SYSTEMS. INC. 4 0 (32)CANOPY *Wall No Ext Bay_Id Edge_Extend- Ext *Id Ext Id Start End Height Width Slope Left Right Mount 1 0 2 0 4 0 (33)FACIA /PARAPET (34)FACIA /PARAPET GIRTS Job No 1 3980 1 modify 1 Customer I Clallam Builde 6 Exc. In I Date 1 6/12/2008 1:1 1 Description1 Westport Shipyard Paint 1 Designed ByI FJR Checked By' DB Wind Wind Press Suct *Wall No Ext Fac Bay Id Attach_Beam Facia /Parapet Edge_Extend Ext 19 9 -21 9 Column Id Ext Id Type St End Height Width Slope Elev Height Slope Left Right Mnt 19 9 -21 9 Girt /Header (C,E) (ft) (ft) (7 12 (ft) (ft) 12 (ft) (ft) 19 9 -21 7 Jamb 1 0 24 6 -26 6 Panel 2 0 34 1 -22 8 Parapet Girt 4 0 34 1 -22 8 Transv Bracing, Facia /Parapet *Ext Top Interior Back_Panel Angle *Id Type Rotate Type Rotate Part Rotate Spacing (35)ADJACENT BUILDING Page 201 Of 285 NCI STEEL BUILDING SYSTEMS. INC. Width Girt Panel Jamb 3 400 1 07 1 23 1 07 (39)BASIC LOADS AT SAVE *Seis Seis Seis Torsion_Forces *Dead Girt Load BWind Seismic 2 0 0 0000 1 05 0 01 2 06 (40)WIND PRESSURE /SUCTION *Wall No Ext Bay_Id Edge_Extend- Ext (42)COLUMN DESIGN LOADS *Id Ext Id Start End Height Width Slope Left Right Mount 2 0 4 0 Job No 1 3980 Customer' Clallam Builde 6 Er In I Data 1 6/12/2008 Description Westport Shipyard Paint 1 Designed ByI PJR I Checked By I DB modify (41)WIND COEFFICIENTS Surf Rafter_Wind_l Rafter_Wind_2 Bracing_Wind Long Surface Id Left Right Left Right Left Right Wind Friction 1 0 00 0 00 0 00 0 00 0 37 -0 57 0 00 0 00 2 -1 14 -1 14 -0 78 -0 78 14 -1 14 -1 14 0 00 3 0 00 0 00 0 00 0 00 -0 57 0 37 0 00 0 00 Page 202 Of 285 *Load Rafter Wind Brace_Wind Long Column_Wind Aux_Load *No Id Dead Coll Live Snow Left Right Left Right Wind Press Suct Seis Id Coef 18 1 1 00 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 (36)LOADS FOR EAVE EXTENSION CANOPY FACIA, PARAPET AND ADJACENT BUILDING 2 1 00 1 00 0 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 3 100100075000 075 000 075 000 000 000 000 000 0 000 4 100100075000 000 075 000 075 0 00 000 000 000 0 000 *Ext Ext Beam Facia /Parapet Facia /Parapet_Girt 5 1 00 1 00 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 75 0 00 0 0 00 *Id Dead Collat Live Snow Press Suct Press Suct Press Suct 6 1 00 1 00 0 00 0 75 0 75 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 0 00 7 1 0 0 1 0 0 0 0 0 0 7 5 0 0 0 0 7 5 000 075 000 000 000 000 0 000 (37)BASIC LOADS 8 1 00 1 00 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 75 0 00 0 0 00 Deflection Wind 9 0 60 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 00 1 00 0 00 0 00 0 0 00 Dead Collet Live Snow Basic Load_Ratio Load 10 0 60 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 00 1 00 0 00 0 0 00 Load Load Load Load Wind Snow Wind Seis Factor 11 1 17 1 17 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 0 00 3 5 8 0 20 0 25 0 22 8 1 00 1 00 1 00 1 00 12 1 17 1 17 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 -1 00 0 0 00 13 113113075000 000 000 000 000 000 000 000 052 0 000 (38)EDGE ZONE 14 1 13 1 13 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 -0 52 0 0 00 Zone Col/ 15 1 13 1 13 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 52 0 0 00 L'I.JrrT 4A4 ..t 4 A*3 INS llllIIIII N MO NM I iilll I NMI r NM NM IN NM 11111 MI MI OM HCI Steel Buildings, Inc. Job No 1 3980 1 modify 1 Customer) Clallam Builde 6 Ex In Date l 6/12/2008 NCI STEEL BUILDING SYSTENML INC. Deacriptionl Westport Shipyard Paint Designed e FJR *Load *No Id 0 *Load *No Id 25 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 *Load I I 16 113113000075 17 043000000000 18 043000000000 0 00 0 00 0 00 (43)COLUMN DESIGN LOADS Deflection (44)RAFTER DESIGN LOADS Dead Collat Live Snow 1 00 1 00 1 00 0 00 1 00 1 00 0 00 1 00 0 60 0 00 0 00 0 00 0 60 0 00 0 00 0 00 O 60 0 00 0 00 0 00 0 60 0 00 0 00 0 00 0 60 0 00 0 00 0 00 1 00 1 00 0 00 0 00 1 00 1 00 0 00 0 00 1 00 1 00 0 75 0 00 1 00 1 00 0 75 0 00 1 00 1 00 0 00 0 75 1 00 1 00 0 00 0 75 O 60 0 00 0 00 0 00 O 60 0 00 0 00 0 00 1 00 1 00 0 00 0 50 1 00 1 00 0 00 0 50 1 00 1 00 0 00 0 50 1 00 1 00 0 00 0 50 1 00 1 00 0 00 1 00 1 00 1 00 0 00 1 00 1 00 1 00 0 00 0 00 1 00 1 00 0 00 0 00 1 00 1 00 0 00 0 00 1 00 1 00 0 00 0 00 (45)RAFTER DESIGN LOADS Deflection O 00 O 00 0 00 0 00 o 00 O 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 Rafter_Wind Brace_Wind Long Column_Wind Aux_Load Dead Coll Live Snow Left Right Left Right Wind Press Suct Seis Id Coef Rafter Wind_1 Rafter Wind_2 Long Left Right Left Right Wind 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 00 0 00 0 00 0 00 0 00 1 00 0 00 0 00 0 00 O 00 0 00 1 00 0 00 0 00 0 00 0 00 0 00 1 00 0 00 0 00 0 00 0 00 0 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 O 00 0 00 0 00 0 00 0 00 000 000 000 000 000 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 O 00 0 00 0 00 0 00 0 00 O 00 0 00 0 00 0 00 0 00 000 000 000 000 000 0 00 0 00 0 00 0 00 0 00 O 00 0 00 0 00 0 00 0 00 O 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 Rafter Wind_1 Rafter_Wind_2 Long I Checked ByI DB O 00 0 00 O 00 -0 52 1 00 -1 00 0 0 0 Aux_Load Seis Id Coef 0 00 0 0 00 0 00 0 0 00 O 00 0 0 00 O 00 0 0 00 O 00 0 0 00 0 00 0 0 00 0 00 0 0 00 070 0 000 0 70 0 0 00 O 52 0 0 00 -0 52 0 0 00 O 52 0 0 00 0 52 0 0 00 0 70 0 0 00 0 70 0 0 00 O 00 3 1 00 O 00 4 1 00 O 00 1 1 00 O 00 2 1 00 O 00 1 -1 00 O 00 2 -1 00 0 00 3 1 60 O 00 4 1 60 O 00 5 1 00 0 00 6 1 00 Page 203 Of 285 Aux_Load 0 00 0 00 0 00 Job No 1 3980 C Customer) Clallam Builde i I HCI STEEL BUILDING Description) Westport Shipyard Paint SYSTEMS. INC. 6 Ex In 1 Date 1 6/12/2008 l Designed Byl FJR I Checked By I DB *No Id Dead Collat Live Snow Left Right Left Right Wind Seis Id Coef 0 (46)BRACING DESIGN LOADS- *Load Rafter_Wind Brace_Wind Long Column_Wind Aux_Load *No Id Dead Coll Live Snow Left Right Left Right Wind Press Suct Seis Id Coef 4 1 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 00 0 00 0 00 0 00 0 00 0 0 00 2 000000000000 000 000 000 100 000 000 000 000 0 000 3 000000000000 000 000 000 000 000 000 000 070 0 000 4 000000000000 000 000 000 000 000 000 0 00 -0 70 0 000 (47)AUXILIARY LOADS No Aux Aux No Add Add_Load Aux Id Name Combs Id Coef 6 1 E1PAT SL 1 1 1 0 50 2 E1PAT SL 2 1 3 0 50 3 E1PAT_SL 3 2 1 0 50 2 0 50 4 'E1PAT_SL 4 2 2 0 50 3 0 50 5 'ElPAT_SL 5 2 1 0 80 3 0 80 6 'ElPAT SL 6 1 2 0 80 (48)ADDITIONAL LOADS No Add Surf Basic Add Id Id Load 3 1 2 2 2 3 2 (49)GIRT LAPS Data LJ ITT 4 An „t A A•3 I I Set_l Load Type D D D FX W1 0 191 0 191 0 191 Set_2 E'Y W2 0 191 0 191 0 191 Mom Co 0 04 0 04 0 04 modify X DL1 0 00 10 01 24 02 Set_3 Page 204 Of 285 Y Conc DL2 Unif 10 01 24 02 34 03 6/12/2008 liliiliilll• iii 8111 HCI Steel Buildings Inc. C Job Nei 3980 1 modify Customer I Clallam Builders a Exc In Data 1 6/12/2008 1 Description! W estport Shipyard Paint Designed ByI FJR HCI STEEL BUILDING SYSTEMS, INC. 1 Checked By! DB Opt Sets Left Right Quan Left Right Quan Left Right Quan 0 (50)GIRT STRAPS Data Set_1 Set_2 Set_3 Set_4 *Opt Sets Strap Quan Strap Quan Strap Quan Strap Quan 0 (51)PANEL SCREWS No Screw Washer Screw Screw `Zone Zone Part Dia Dia Space Strength 1 BASE 1214112 0 210 0 500 12 000 1 900 Code file used was EW ISC 06 Version 3 0 MI NM MI iliilii N iliill I illllll B MS MB 6/12/2008 Page 205 Of 285 Job No 1 3980 I mo dif y Customer! Clallam Builds S Exc In I Date 1 6/12/2008 Hq STEEL BUILDING (Description 1 Westport Shipyard Paint I Designed HyI FJR SYSTEMS, INC. Checked BPI DB 3980 Column 6 Rafter Design X 5/28/08 10 19am Col -1 0 0 Col -2 10 0 W8x10 Col -3 24 0 W8x10 Col -4 34 0 DESIGN ACTIONS /STRENGTH 7 48 0 170 3 94 0 205 15 6 155 8 7 48 0 170 3 94 0 205 16 2 161 7 Total= 405 10 Mem Load Axial(k Shear(k Moment(f -k Id Id Calc Pn /sf Calc Vn /sf Calc Mn /sf Col -2 1 3 56 59 82 0 00 26.83 0 00 18 50 Col -2 2 4 07 59 82 0 00 26 83 0 00 18 50 3980 Endwall Design Code 5/28/08 10 19am Col -2 3 -1 16 88 62 0 00 26 83 0 00 18 50 Col -2 4 -1 16 88 62 0 00 26 83 0 00 18 50 Col -2 5 3 04 59 82 1 54 26 83 5 98 18 50 STRUCTURAL CODE Col -2 6 -0 78 88 62 0 00 26 83 0 00 18 50 Design Basis WS Col -2 7 -0 78 88 62 0 00 26 83 0 00 18 50 Hot Rolled Steel AISCO5 Col -2 8 3 43 59 82 -1 54 26 83 5 98 18 50 Cold Formed Steel NAUSO1 Col -2 9 -2 40 88 62 1 86 26 83 -7 25 18 50 Col -2 10 -2 40 88 62 -2 05 26 83 7 98 18 50 BUILDING CODE Col -2 11 1 78 59 82 0 00 26 83 0 00 18 50 Wind Code IBC Col -2 12 1 69 59 82 0 00 26 83 0 00 1850 Year 06 Col -2 13 3 25 59 82 0 00 26 83 0 00 18 50 Seismic Zone D Col -2 14 3 21 59 82 0 00 26 83 0 00 18 50 Col -2 15 3 64 59 82 0 00 26 83 0 00 18 50 MODULUS OF ELASTICITY Col -2 16 3 60 59 82 0 00 26 83 0 00 18 50 Hot Rolled Steel 29000 (ksi Col -2 17 0 33 59 82 0 00 26 83 0 00 18 50 Cold Formed Steel 29500 (ksi Col -2 18 0 24 59 82 0 00 26 83 0 00 18 50 Col -3 1 3 56 59 82 0 00 26 83 0 00 18 50 Col -3 2 4 08 59 82 0 00 26 83 0 00 18 50 Col -3 3 -1 16 88 62 0 00 26 83 0 00 18 50 3980 Column 6 Rafter Design 5/28/08 10 19am Col -3 4 -1 16 88 62 0 00 26 83 0 00 18 50 Col -3 5 3 04 59 82 -1 59 26 83 6 44 18 50 Col -3 6 -0 78 88 62 0 00 26 83 0 00 18 50 Col -3 7 -0 78 88 62 0 00 26 83 0 00 18 50 MEMBER SIZES Col -3 8 3 43 59 82 -1 59 26 83 6 44 18 50 Member Member Member Web_Size Flange_Size- Member Member Col -3 9 -2 40 88 62 1 93 26 83 -7 80 18 50 Id Locate Size Depth Thick Width Thick Length Weight Col -3 10 -2 40 88 62 -2 12 26 83 8 58 18 50 Col -3 11 1 79 59 82 0 00 26 83 0 00 18 50 Page 206 Of 285 Illllom m ais mom m II m lm m llll- llm Illll l =1 HCI Steel Buildings Inc. 6/12/2008 HCI STEEL BUILDING I SYSTEMS, INC. 3980 Col 3 12 Col 3 13 Col -3 14 Col 3 15 Col 3 16 Col 3 17 Col 3 18 STRESS RATIO• I Job No I 3980 I modify I Clallam Builde 6 Ex In I Date 1 6/12/2008 Description' Westport Shipyard Paint I Designed By' FJR Column Rafter Design 5/28/08 10 19am 1 70 59 82 3 26 59 82 3 21 59 82 3 65 59 82 3 60 59 82 0 33 59 82 0 24 59 82 I Checked By I DB Mem Load Id Id Axial Shear Moment Axl +Mom Shr +Mom Max UC Col -2 1 0 06 0 00 0 00 0 06 0 06 Col 2 2 0 07 0 00 0 00 0 07 0 07 Col 2 3 0 01 0 00 0 00 0 01 0 01 Col -2 4 0 01 0 00 0 00 0 01 0 01 Col -2 5 0 05 0 06 0 32 0 35 0 35 Col 2 6 0 01 0 00 0 00 0 01 0 01 Co1-2 7 0 01 0 00 0 00 0 01 0 01 Col -2 8 0 06 0 06 0 32 0 35 0 35 Col 2 9 0 03 0 07 0 39 0 40 0 40 Col 2 10 0 03 0 08 0 43 0 44 0 44 Col -2 11 0 03 0 00 0 00 0 03 0 03 Col 2 12 0 03 0 00 0 00 0 03 0 03 Col 2 13 0 05 0 00 0 00 0 05 0 05 Col -2 14 0 05 0 00 0 00 0 05 0 05 Col 2 15 0 06 0 00 0 00 0 06 0 06 Col 2 16 0 06 0 00 0 00 0 06 0 06 Col -2 17 0 01 0 00 0 00 0 01 0 01 Col -2 18 0 00 0 00 0 00 0 00 0 00 Col -3 1 0 06 0 00 0 00 0 06 0 06 Col -3 2 0 07 0 00 0 00 0 07 0 07 Col -3 3 0 01 0 00 0 00 0 01 0 01 Col -3 4 0 01 0 00 0 00 0 01 0 01 Col -3 5 0 05 0 06 0 35 0 37 0 37 Col 3 6 0 01 0 00 0 00 0 01 0 01 Col 3 7 0 01 0 00 0 00 0 01 0 01 Col 3 8 0 06 0 06 0 35 0 37 0 37 Col 3 9 0 03 0 07 0 42 0 43 0 43 Col -3 10 0 03 0 08 0 46 0 47 0 47 Page 207 Of 285 HCI STEEL BUILDING SYSTEMS. INC. 3980 0 00 26 83 0 00 18 50 Col 3 11 0 03 0 00 0 00 0 03 0 00 26 83 0 00 18 50 Col 3 12 0 03 0 00 0 00 0 03 0 00 26 83 0 00 18 50 Col 3 13 0 05 0 00 0 00 0 05 0 00 '6 83 0 00 18 50 Col -3 14 0 05 0 00 0 00 0 05 O 00 26 83 0 00 18 50 Col 3 15 0 06 0 00 0 00 0 06 0 00 26 83 0 00 18 50 Col -3 16 0 06 0 00 0 00 0 06 O 00 26 83 0 00 18 50 Col -3 17 0 01 0 00 0 00 0 01 Col 3 18 0 00 0 00 0 00 0 00 COLUMN REACTIONS SHEET 104 of 143 Job No 3980 I m pdif y I Customs I Clallam Builde Ex In I Date 1 6/12/2008 DescriptionI Westport Shipyard Pa nt Column Rafter Design 5/28/08 10 19am Mem Load Reaction(k Id Id Horz(OP) Vert Hor +(IP) Col 2 1 0 00 3 56 0 00 Col 2 2 0 00 4 07 0 00 Col 2 3 0 00 1 01 0 00 Col -2 4 0 00 1 01 0 00 Col -2 5 1 54 3 04 0 00 Col -2 6 0 00 -0 62 0 00 Col -2 7 0 00 -0 62 0 00 Col -2 8 1 54 3 43 0 00 Col -2 9 1 86 -2 31 0 00 Col -2 10 2 05 -2 31 0 00 Col -2 11 0 00 1 78 0 00 Col 2 12 0 00 1 69 0 00 Col 2 13 0 00 3 25 0 00 Col 2 14 0 00 3 21 0 00 Col 2 15 0 00 3 64 0 00 Col 2 16 0 00 3 60 0 00 Col 2 17 0 00 0 33 0 00 Col -2 18 0 00 0 24 0 00 Col -3 1 0 00 3 56 0 00 Col -3 2 0 00 4 08 0 00 Col -3 3 0 00 -1 00 0 00 Col -3 4 0 00 -1 00 0 00 Col 3 5 1 59 3 04 0 00 Col-3 6 0 00 -0 61 0 00 Col 3 7 0 00 -0 61 0 00 Col -3 8 1 59 3 43 0 00 Col -3 9 -1 93 2 30 0 00 I Designed Byi FJR I Checked By I DB O 03 0 03 O 05 0 05 0 06 O 06 0 01 0 00 Page 208 Of 285 um me EN um um In r 1.11 MI MI NM NM OM HCI Steel Buildings Inc. 6/12/2008 3980 Column Rafter Design 5/28/08 10 19am Col -3 10 2 12 -2 30 0 00 Col -3 11 0 00 1 79 0 00 Col 3 12 0 00 1 70 0 00 Col -3 13 0 00 3 26 0 00 Col -3 14 0 00 3 21 0 00 Col 3 15 0 00 3 65 0 00 Col -3 16 0 00 3 60 0 00 Col -3 17 0 00 0 33 0 00 Col -3 18 0 00 0 24 0 00 COLUMN MEMBER DEFLECTIONS Mem Load Deflection(in) Id Id Calc Allow Col -2 1 0 00 1 56 Col -2 2 0 00 1 56 Page 209 Of 285 Job No 1 3980 I modify Customer I Clallam Builde 6 Ex In Date 1 6/12/2008 /11 Customer! Clallam Builde d Ex In I Date 6/12/2008 Des Description wo<rnn.r Shipyard Pa I Designed a..l caR ICI l Checked Byl DB SYSTEMS. INC. Westport Shipyard Pa nt I De ',goad By! FJR SYSTEMS. INC. MCI STEEL BUILDING NCI STEEL BUILDING SHEET 105 of 143 3980 Column Rafter Design Col -3 9 -0 41 1 62 Col 3 10 0 45 1 62 Col 3 11 0 00 1 62 Col 3 12 0 00 1 62 Col 3 13 0 00 1 62 Col 3 14 0 00 1 62 Col 3 15 0 00 1 62 Col -3 16 0 00 1 62 Col 3 17 0 00 1 62 Col -3 18 0 00 1 62 I Job No 1 3980 modify I 3980 Column Flange Brace Report COLUMN FLANGE BRACES 5/28/08 10 19am 5/28/08 10 19am Col -2 3 0 00 1 56 Mem Column Brace_At Col -2 4 0 00 1 56 Id Side Part Girt Id Col -2 5 0 29 1 56 Col -2 6 0 00 1 56 Col -2 7 0 00 1 56 Col -2 8 0 29 1 56 Col -2 9 -0 35 1 56 3980 Col -2 10 0 39 1 56 Col -2 11 0 00 1 56 Col -2 12 0 00 1 56 LOAD COMBINATION 8 1 DL +CL +LL Col -2 13 0 00 1 56 Col -2 14 0 00 1 56 Col -2 15 0 00 1 56 ---Unbraced_Length--- Col-2 16 0 00 1 56 Actions Major Minor Minor Col -2 17 0 00 1 56 Col Base Axial Shear Moment Axial Axial Bend Max Col -2 18 0 00 1 56 Id Offset k k f -k ft ft ft KL /r Col -3 1 0 00 1 62 Col -3 2 0 00 1 62 2 0 00 3 56 0 00 0 00 15 6 3 7 3 7 58 Col -3 3 0 00 1 62 2 7 79 3 56 0 00 0 00 15 6 5 0 5 0 71 Col -3 4 0 00 1 62 2 15 58 3 40 0 00 0 00 15 6 3 2 3 2 58 Col 3 5 0 34 1 62 3 0 00 3 56 0 00 0 00 16 2 3 7 3 7 60 Col -3 6 0 00 1 62 3 8 08 3 56 0 00 0 00 16 2 5 0 5 0 71 Col -3 7 0 00 1 62 3 16 16 3 40 0 00 0 00 16 2 3 8 3 8 60 Col -3 8 0 34 1 62 Column Actions Unbraced Lengths 5/28/08 10 19am Page 210 Of 285 IT ow No IIi• Nom um is ase ilm Iw ilm NIII illllllll1 1 Steel BuiI i s Inc. 6/12/2008 HCI STEEL BUILDING SYSTEMS, INC. 3980 LOAD COMBINATION 0 2 DL +CL +SL Job No 1 3980 I modify Customer' Clallam Builde a Ex In I Date 1 6/12/2008 De iptionl Westport Shipyard Pa nt I Designed By' FJR Checked ByJ DB Column Actions a Unbraced Lengths 5/28/08 10 19am Page 211 Of 85 HCI STEEL BUILDING SYSTEMS, INC. 3980 SHEET 106 of 143 I Job No 1 3980 I modify I CustomerI Clallam Builde a Ex In I Date 1 6/12/2008 Description l Westport Shipyard Pa nt I De igned B FJ8 I J I Checked ByJ DB Column Actions Unbraced Lengths 5/28/08 10 19am 3 8 08 -1 00 0 00 0 00 16 2 5 0 5 0 71 3 16 16 -1 16 0 00 0 00 16 2 3 8 3 8 60 Unbraced_Length LOAD COMBINATION 8 5 DL +CL +0 75LL +0 75WS Actions Major Minor Minor Col Base Axial Shear Moment Axial Axial Bend Max Id Offset k k f -k ft ft ft KL/ Unbraced_Length--- Actions Major Minor Minor 2 0 00 4 07 0 00 0 00 15 6 3 7 3 7 58 Col Base Axial Shear Moment Axial Axial Bend Max 2 7 79 4 07 0 00 0 00 15 6 5 0 5 0 71 Id Offset k k f -k ft ft ft KL /r 2 15 58 3 92 0 00 0 00 15 6 3 2 3 2 58 3 0 00 4 08 0 00 0 00 16 2 3 7 3 7 60 2 0 00 3 04 -1 54 0 00 15 6 3 7 3 7 58 3 8 08 4 08 000 000 162 50 50 71 2 779 304 000 598 156 50 50 71 3 16 16 3 92 0 00 0 00 16 2 3 8 3 8 60 2 15 58 2 88 1 54 0 00 15 6 3 2 3 2 58 3 0 00 3 04 -1 59 0 00 16 2 3 7 3 7 60 LOAD COMBINATION 0 3 DL +CL +0 75LL +0 75WL1 +0 75WL2 3 8 08 3 04 0 00 6 44 16 2 5 0 5 0 71 3 16 16 2 88 1 59 0 00 16 2 3 8 3 8 60 Unbraced_Length LOAD COMBINATION 8 6 DL +CL +0 75SL +0 75WL1 +0 75WL2 Actions Major Minor Minor Col Base Axial Shear Moment Axial Axial Bend Max Id Offset k k f -k ft ft ft KL/ Unbraced_Length-- Actions Major Minor Minor 2 0 00 -1 01 0 00 0 00 15 6 3 7 3 7 58 Col Base Axial Shear Moment Axial Axial Bend Max 2 7 79 -1 01 0 00 0 00 15 6 5 0 5 0 71 Id Offset k k f -k ft ft ft KL /r 2 15 58 1 16 0 00 0 00 15 6 3 2 3 2 58 3 0 00 -1 00 0 00 0 00 16 2 3 7 3 7 60 2 0 00 -0 62 0 00 0 00 15 6 3 7 3 7 58 3 8 08 -1 00 0 00 0 00 16 2 5 0 5 0 71 2 7 79 -0 62 0 00 0 00 15 6 5 0 5 0 71 3 16 16 -1 16 0 00 0 00 16 2 3 8 3 8 60 2 15 58 -0 78 0 00 0 00 15 6 3 2 3 2 58 3 0 00 -0 61 0 00 0 00 16 2 3 7 3 7 60 LOAD COMBINATION 0 4 DL +CL +0 75LL +0 75WR1 +0 75WR2 3 8 08 -0 61 0 00 0 00 16 2 5 0 5 0 71 3 16 16 -0 78 0 00 0 00 16 2 3 8 3 8 60 Unbraced_Length LOAD COMBINATION 0 7 DL +CL +0 75SL +0 75WR1 +0 75WR2 Actions Major Minor Minor Col Base Axial Shear Moment Axial Axial Bend Max Id Offset k k f -k ft ft ft KL /r ---Unbraced_Length--- Actions Major Minor Minor 2 0 00 -1 01 0 00 0 00 15 6 3 7 3 7 58 Col Base Axial Shear Moment Axial Axial Bend Max 2 7 79 -1 01 0 00 0 00 15 6 5 0 5 0 71 Id Offset k k f -k ft ft ft KL /r 2 15 58 -1 16 0 00 0 00 15 6 3 2 3 2 58 3 0 00 -1 00 0 00 0 00 16 2 3 7 3 7 60 2 0 00 -0 62 0 00 0 00 15 6 3 7 3 7 58 Page 21.. Of 285 HCI SteeTl3uil id "ngs, Inc. Elm MI MI INE 11.0 11.1 .111 6/12/2008 l Job Nol 3980 Customer Clallam Builde 4 Ex Description) Westport Shipyard Pa nt HCI STEEL BUILDING SYSTEMS. INC. 3980 Col Base modify In Date l 6/12/2008 Designed Byl FJR Checked AY' DB Column Actions s Unbraced Lengths 5/28/08 10 19am 2 7 79 -0 62 0 00 0 00 15 6 5 0 5 0 71 Id Offset k k f k ft It ft KL/ 2 15 58 -0 78 0 00 0 00 15 6 3 2 3 2 58 3 0 00 -0 61 0 00 0 00 16 2 3 7 3 7 60 2 0 00 2 31 2 05 0 00 15 6 3 7 3 7 58 3 8 08 -0 61 0 00 0 00 16 2 5 0 5 0 71 2 7 79 2 31 0 00 7 98 15 6 5 0 5 0 71 3 16 16 -0 78 0 00 0 00 16 2 3 8 3 8 60 2 15 58 -2 40 2 05 0 00 15 6 3 2 3 2 58 3 0 00 -2 30 -2 12 0 00 16 2 3 7 3 7 60 3 8 08 -2 30 0 00 8 58 16 2 5 0 5 0 71 3 16 16 -2 40 2 12 0 00 16 2 3 8 3 8 60 Unbraced_Length LOAD COMBINATION #11 1 17DL +1 17CL +Seis Actions Major Minor Minor Col Base Axial Shear Moment Axial Axial Bend Max Id Offset k k f -k ft ft ft KL /r ---Unbraced_Length--- Actions Major Minor Minor 2 0 00 3 43 1 54 0 00 15 6 3 7 3 7 58 Col Base Axial Shear Moment Axial Axial Bend Max 2 7 79 3 43 0 00 5 98 15 6 5 0 5 0 71 Id Offset k k f -k ft ft ft KL /r 2 15 58 3 27 1 54 0 00 15 6 3 2 3 2 58 3 0 00 3 43 -1 59 0 00 16 2 3 7 3 7 60 2 0 00 1 78 0 00 0 00 15 6 3 7 3 7 58 3 8 08 3 43 0 00 6 44 16 2 5 0 5 0 71 2 7 79 1 78 0 00 0 00 15 6 5 0 5 0 71 3 16 16 3 27 1 59 0 00 16 2 3 8 3 8 60 2 15 58 1 60 0 00 0 00 15 6 3 2 3 2 58 3 0 00 1 79 0 00 0 00 16 2 3 7 3 7 60 LOAD COMBINATION 9 0 6DL +WP +LW1 3 8 08 1 79 0 00 0 00 16 2 5 0 5 0 71 3 16 16 1 60 0 00 0 00 16 2 3 8 3 8 60 Unbraced_Length LOAD COMBINATION #12 1 17DL +1 17CL -1 OSeis Actions Major Minor Minor Col Base Axial Shear Moment Axial Axial Bend Max Id Offset k k f -k ft ft ft KL /r ---Unbraced_Length--- Actions Major Minor Minor 2 0 00 -2 31 1 86 0 00 15 6 3 7 3 7 58 Col Base Axial Shear Moment Axial Axial Bend Max 2 7 79 2 31 0 00 -7 25 15 6 5 0 5 0 71 Id Offset k k f k ft ft ft KL /r 2 15 58 -2 40 1 86 0 00 15 6 3 2 3 2 58 3 0 00 -2 30 1 93 0 00 16 2 3 7 3 7 60 2 0 00 1 69 0 00 0 00 15 6 3 7 3 7 58 3 8 08 -2 30 0 00 7 80 16 2 5 0 5 0 71 2 7 79 1 69 0 00 0 00 15 6 5 0 5 0 71 3 16 16 2 40 1 93 0 00 16 2 3 8 3 8 60 2 15 58 1 51 0 00 0 00 15 6 3 2 3 2 58 3 0 00 1 70 0 00 0 00 16 2 3 7 3 7 60 LOAD COMBINATION #10 0 6DL +WS +LW1 3 8 08 1 70 0 00 0 00 16 2 5 0 5 0 71 LOAD COMBINATION 8 DL +CL +0 75SL +0 75WS Unbraced_Length Actions Major Minor Minor Axial Shear Moment Axial Axial Bend Max Page 213 Of 285 3980 SHEET 107 of 143 1 1 1:1 I Job No' 3980 modify Customer Clallam Builde Ex In I Date l 6/12/2009 NCI STEEL BUILDING Description) Westport Shipyard Pa nt Designed H� FJR SYSTEMS. INC. l l Checked H yl DB Column Actions Unbraced Lengths 5/28/08 10 19am 3 1616 151 000 000 162 38 38 60 LOAD COMBINATION #13 1 13DL +1 13CL +0 75LL +0 52Seis Page 214 Of 285 EN On O N MI N 11.111 MB MB 1.11 MI HCI Steel Buildings Inc. 6/12/2008 HCI STEEL BUILDING SYSTEMS. INC. Job No 1 3980 I modify Customs I Clallam Builds 6 Ex In I Date 6/12/2008 Description' Westport Shipyard Pa nt I Designed Byl FJR Checked Byl DB 3980 Column Actions Unbraced Lengths 5/28/08 10 19am -Unbraced_Length-- Actions Major Minor Minor Col Base Axial Shear Moment Axial Axial Bend Max Id Offset k k f -k ft ft ft KL /r Page 215 Of 285 HCI STEEL BUILDING SYSTEMS. INC. SHEET 108 of 143 1:1 I Job No 1 3980 I modify Customer' Clallam Builde Ex In 1 6/12/2008 Description' Westport Shipyard Pa nt I Designed Byi FJR I Checked BY I DB 3980 Column Actions Unbraced Lengths Unbraced_Length--- Actions Major Minor Minor Col Base Axial Shear Moment Axial Axial Bend Max Id Offset k k f -k ft ft ft KL /r ---Unbraced_Length--- Actions Major Minor Minor 2 0 00 3 25 0 00 0 00 15 6 3 7 3 7 58 Col Base Axial Shear Moment Axial Axial Bend Max 2 7 79 3 25 0 00 0 00 15 6 5 0 5 0 71 Id Offset k k f -k ft ft ft KL /r 2 15 58 3 08 0 00 0 00 15 6 3 2 3 2 58 3 0 00 3 26 0 00 0 00 16 2 3 7 3 7 60 2 0 00 3 60 0 00 0 00 15 6 3 7 3 7 58 3 8 08 3 26 0 00 0 00 16 2 5 0 5 0 71 2 7 79 3 60 0 00 0 00 15 6 5 0 5 0 71 3 16 16 3 08 0 00 0 00 16 2 3 8 3 8 60 2 15 58 3 42 0 00 0 00 15 6 3 2 3 2 58 3 0 00 3 60 0 00 0 00 16 2 3 7 3 7 60 LOAD COMBINATION #14 1 13DL +1 13CL +0 75LL -0 52Seis 3 8 08 3 60 0 00 0 00 16 2 5 0 5 0 71 3 1616 342 000 000 162 38 38 60 LOAD COMBINATION 616 1 13DL +1 13CL +0 75SL -0 52Seis LOAD COMBINATION 817 0 43DL +Seas 5/28/08 10 19am ---Unbraced_Length--- Actions Major Minor Minor 2 0 00 3 21 0 00 0 00 15 6 3 7 3 7 58 Col Base Axial Shear Moment Axial Axial Bend Max 2 7 79 3 21 0 00 0 00 15 6 5 0 5 0 71 Id Offset k k f -k ft ft ft KL /r 2 15 58 3 03 0 00 0 00 15 6 3 2 3 2 58 3 0 00 3 21 0 00 0 00 16 2 3 7 3 7 60 2 0 00 0 33 0 00 0 00 15 6 3 7 3 7 58 3 8 08 3 21 0 00 0 00 16 2 5 0 5 0 71 2 7 79 0 33 0 00 0 00 15 6 5 0 5 0 71 3 16 16 3 03 0 00 0 00 16 2 3 8 3 8 60 2 15 58 0 26 0 00 0 00 15 6 3 2 3 2 58 3 0 00 0 33 0 00 0 00 16 2 3 7 3 7 60 LOAD COMBINATION #15 1 13DL +1 13CL +0 75SL +0 52Seis 3 8 08 0 33 0 00 0 00 16 2 5 0 5 0 71 3 16 16 0 26 0 00 .0 00 16 2 3 8 3 8 60 Unbraced_Length LOAD COMBINATION 818 0 430L -1 OSeis Actions Major Minor Minor Col Base Axial Shear Moment Axial Axial Bend Max Id Offset k k f k ft ft ft KL/ ---Unbraced_Length--- Actions Major Minor Minor 2 0 00 3 64 0 00 0 00 15 6 3 7 3 7 58 Col Base Axial Shear Moment Axial Axial Bend Max 2 7 79 3 64 0 00 0 00 15 6 5 0 5 0 71 Id Offset k k f k ft ft ft KL /r 2 15 58 3 47 0 00 0 00 15 6 3 2 3 58 3 0 00 3 65 0 00 0 00 16 2 3 7 3 7 60 2 0 00 0 24 0 00 0 00 15 6 3 7 3 7 58 3 8 08 3 65 0 00 0 00 16 2 5 0 5 0 71 2 7 79 0 24 0 00 0 00 15 6 5 0 5 0 71 3 16 16 3 47 0 00 0 00 16 2 3 8 3 8 60 2 15 58 0 17 0 00 0 00 15 6 3 2 3 2 58 3 0 00 0 24 0 00 0 00 16 2 3 7 3 7 60 Page 216 Of 285 1111111 11111111 i i MN NM M UM HCI Steel Buildings Inc 6/12/2008 HCI STEEL BUILDING SYSTEMS. INC. 3980 Job No I ol Customer I Cl Cla 'lam Builde d Ex In I Date 1 6/12/2008 Description' Westport Shipyard Pa nt I Designed Byl FJR I Checked By' DB 3980 Base Plate Anchor Bolt Design modify I 5/28/08 10 19am Page 217 Of 285 HCI STEEL BUILDING SYSTEMS, INC. Column Actions s Unbraced Lengths 5/28/08 10 19am 3980 Flush Girt Design Report 5/28/08 10 19am 3 8 08 0 24 0 00 0 00 16 2 5 0 5 0 71 3 3 8225U16 8Z25U16 8Z25U16 3 16 16 0 17 0 00 0 00 16 2 3 8 3 8 60 GIRT REDUCTION FACTOR Bay No Girt Id Id Girt 1 2 3 1 3 0 65 0 65 0 65 2 3 0 65 0 65 0 65 3 3 0 65 0 65 0 65 Column_Base Max_Reactions(k Plate_Size(in) Bolts(A307 Id Depth Comp Tens Shear Width Length Thick Row Diam Gage GIRT INSIDE FLANGE BRACE No Brace /Bay Col -2 7 9 4 1 2 3 2 0 6 0 7 9 0 500 2 0 750 3 00 1 2 3 Col -3 7 9 4 1 2 3 2 1 6 0 7 9 0 500 2 0 750 3 00 0 0 0 Job No 1 3980 I modify I Customer I Clallam Builde Ex In I Date 1 6/12/2008 Description' Westport Shipyard Pa nt I Designed By{ FJR I Checked By I DB GIRT ACTIONS 3980 Flush Girt Design Report 5/28/08 10 19am Bay Girt Ld Shear(k Moment(f -k Mom+ --Deflect(in)-- Id Id Id Calc Allow UC Calc Allow UC Shear Calc Allow UC 1 1 WP 0 34 2 41 0 14 -0 79 4 33 0 18 0 02 -0 06 1 24 0 05 WS -0 37 2 41 0 15 0 87 4 05 0 21 0 03 0 06 1 44 0 05 1 2 WP 0 40 2 41 0 17 -0 93 4 33 0 21 0 03 -0 07 1 24 0 05 WS -0 44 2 41 0 18 1 02 4 05 0 25 0 04 0 07 1 24 0 06 1 3 3 667 7 333 12 333 1 3 WP 0 43 2 41 0 18 -1 00 4 33 0 23 0 04 -0 07 1 24 0 06 2 3 3 667 7 333 12 333 WS -0 48 2 41 0 20 1 11 4 05 0 27 0 05 0 08 1 24 0 06 3 3 3 667 7 333 12 333 2 1 WP 0 48 2 41 0 20 1 60 4 33 0 37 0 09 -0 23 1 77 0 13 WS 0 53 2 41 0 22 1 76 2 89 0 61 0 11 0 26 1 77 0 15 GIRT SPAN 2 2 WP 0 86 2 41 0 36 -3 05 4 33 0 70 0 28 -0 42 1 77 0 24 Bay No Girt Id WS -0 95 2 41 0 39 3 36 4 33 0 78 0 34 0 46 1 77 0 26 Id Girt 1 2 3 2 3 WP 0 34 2 41 0 14 -0 58 4 33 0 13 0 02 -0 02 0 92 0 03 WS -0 37 2 41 0 15 0 64 4 33 0 15 0 02 0 03 0 92 0 03 1 3 9 292 9 292 9 292 3 1 WP 0 34 2 41 0 14. -0 79 4 33 0 18 0 02 -0 06 1 24 0 05 2 3 13 250 13 250 6 917 WS -0 37 2 41 0 15 0 87 4 05 0 21 0 03 0 06 1 24 0 05 3 3 9 292 9 292 9 292 3 2 WP 0 40 2 41 0 17 -0 93 4 33 0 21 0 03 -0 07 1 24 0 05 WS -0 44 2 41 0 18 1 02 4 05 0 25 0 04 0 07 1 24 0 06 GIRT SIZE 3 3 WP 0 48 2 41 0 20 -1 11 4 33 0 26 0 05 -0 08 1 24 0 06 Bay No Girt Id WS 0 53 2 41 0 22 1 22 4 05 0 30 0 06 0 09 1 44 0 07 Id Girt 1 2 3 1 3 8225U16 8225016 8Z25U16 2 3 8225016 8Z25U16 8Z25U16 3980 Door Jamb Header Summary 5/28/08 10 19am GIRT LOCATION Bay No Girt Id Id Girt 1 2 3 SHEET 109 of 143 Page 218 Of 285 MI an all in NMI MI 1111111 11111 HCI Steel Buildings Inc. 6/12/2008 Job No 1 3980 1 modify Customer I Clallam Builde Ex In I Date 1 6/12/2008 Description 1 HCI STEEL BUILDING Westport Shipyard Pa nt I Designed Byl P.M SYSTEMS. INC. I Checked By DB 3980 JAMB /HEADER LAYOUT PANEL DATA. 3 HHR 26 HR 26 00 50 0 Door Jamb Header Summary 5/28/08 10 19am Bay Member Member Member Member Id Id Size Length Weight 2 Jamb -L 8C25E16 8 46 23 3 Jamb -R 8C25E16 8 60 23 7 Header 8C25E16 3 33 9 2 Sill 8C25E16 3 33 9 2 STRENGTH /DEFLECTION Bay Member Ld Shear(k Moment(f k Mom+ Deflect(in) Id Id Id Calc Vn /sf UC Calc Mn /sf UC Shear Calc Allow 3980 Wall Panel Report 5/28/08 10 19am Page 219 Of 285 Job No 1 3980 I modify SYSTEMS. INC. Westport Shipyard Pa nt 6:/„TB1R2/2008 HCI STEEL BUILDING 3980 3980 Screw Report 5/28/08 10 19am Wall Panel Report 5/28/08 10 19am 1 3 67 WP 33 0 114 8 0 29 -26 5 104 1 0 25 -0 04 0 73 0 06 WS -43 9 104 1 0 42 35 2 114 8 0 31 0 06 0 73 0 08 2 3 67 WP 33 3 114 8 0 29 -8 2 104 1 0 08 0 00 0 73 0 00 WS -44 3 104 1 0 43 10 9 114 8 0 09 0 00 0 73 0 01 3 5 00 WP 74 7 114 8 0 65 24 3 104 1 0 23 -0 05 1 00 0 05 WS -99 4 104 1 0 95 32 3 114 8 0 28 0 06 1 00 0 06 4 5 36 WP 74 7 114 8 0 65 54 9 104 1 0 53 -0 19 1 07 0 18 WS -99 4 104 1 0 95 73 0 114 8 0 64 0 25 1 07 0 24 2 Jamb -L WP -0 27 2 41 0 11 -0 56 4 19 0 13 0 01 -0 03 1 13 BASE SCREW CHECK. WS 0 29 2 41 0 12 0 61 4 00 0 15 0 02 0 04 1 13 Screw Force /Screw Shear Jamb -R WP -0 47 2 41 0 20 -1 01 4 19 0 24 0 04 -0 06 1 15 Wall Base Dia Space Shear Wind Seis Limit Max WS 0 51 2 41 0 21 1 10 4 00 0 28 0 05 0 07 1 15 Id Length Part (in) (ft) (k (k (k (k UC Header WP -0 09 2 41 0 04 -0 07 4 19 0 02 0 00 0 00 0 44 WS 0 09 2 41 0 04 0 08 4 19 0 02 0 00 0 00 0 44 1 0 00 1214112 0 21 1 00 1 90 0 000 0 000 0 226 0 00 Sill WP -0 13 2 41 0 06 -0 11 4 19 0 03 0 00 0 00 0 44 WS 0 15 2 41 0 06 0 12 4 19 0 03 0 00 0 00 0 44 SHEET 110 of 143 3980 Endwall Design Warning Report No Warnings Bay Part Type Gage Yield 3980 Endwall Weight Summary FORCED SPACING MOMENTS DEFLECTION Total Column Weight 317 48 Total Rafter Weight 0 00 Moment(ft- lb /ft) Total Girt Weight 246 10 Span Span LD Support Midspan Deflect(in) Total Door Jamb Weight 65 47 Id (ft) Id Calc Mn /sf UC Calc Mn /sf UC Calc Allow UC Total Bracing Weight 0 00 Total Clips Weight 39 60 5/28/08 10 19am 5/28/08 10 19am Page 220 Of 285 MN M r s I• NE HCI Steel Buildings Inc. 6/12/2008 HCI STEEL BUILDING SYSTEMS INC. 3980 Job No 1 3980 I mo dif y Customer I Clallam Builde Ex Inc I Date 1 6/12/2008 DescriptionI Westport Shipyard Paint I Designed B 3, FJR I Checked By DB Endwall Weight Summary 5/28/08 10 19am Total Endwall Weight 668 64 Page 221 Of 285 I Job No 3980 I modify I Customer' Clallam Builde 6 Ex In I Date 1 6/12/2008 Description' Westport Shipyard Pa nt I Designed ByI FJR HCI STEEL BUILDING I I SYSTEMS, IN C. I Checked By! 08 3980 Endwall Design Input 5/28/08 10 19am 1)JOBID 3980 2)PROGRAM OPTIONS EW Run Run Run Run No Lap Id Col /Raf Girt Brace Panel Cycle Stiff R Y 'Y N Y 4 0 50 3)DESIGN CODE 4)DESIGN CONSTANTS Strength_Factors Stress Ratio Seismic Col /Raf Girt Panel Wind Frame Brace 1 03 1 03 1 03 1 0000 1 7000 1 7000 5)STEEL YIELDS SHEET 111 of 143 *Design Steel_Code Build Seismic Code Cold Hot Country Code Year Zone 'WS NAUS01 AISCO5 IBC 06 D Web Flg C_Sec W_Sec R_Sec P_Sec T Sec U_Sec EP BP 50 0 55 0 55 0 50 0 50 0 35 0 46 0 36 0 55 0 55 0 6)DEFLECTION LIMITS Rafter Girt Panel Part Wind Live Wind Total Column Wall Facia Wall Facia Wall Bent 180 180 0 120 90 90 60 60 90 60 7)REPORTS Input Column Wall Door Wall Cable Echo Rafter Girt Jamb Panel Brace I 3 2 Y Y Y 8)BUILDING TYPE Build Build Build Expand_EW Type Width Length Use Offset Page 222 Of 285 HCI Steel Buildings Inc. 6/12/2008 HCI STEEL BUILDING SYSTEMS. INC. FF- 34 0000 9)SURFACE SHAPE No XCoord Surf (ft) 3 0 0000 34 0000 34 0000 (10)BAY SPACING *No Roof Roof Bay Bay 5 15 0000 Y_Coord (ft) 18 0000 16 5833 0 0000 Frame Recess 0 3333 (11)FRAMED OPENINGS No Bay Open Open Open Id Width Height 1 2 3 3333 15 3333 Job No 1 3980 Customer l Clallam Builde Ex Description 1 Westport Shipyard Pa nt 86 0000 'Y E 4 00 Offset (in) 0 000 8 000 0 000 Sets_Of Bay Bays Width 3 10 0000 14 0000 10 0000 No Bays 1 1 1 Open Open Sill Base Offset Type Height Elev 3 0000 73 12 0000 0 000 I modify In Date Designed By I Checked By Set Member Remove Depth Select Panel 0 000 C F' (12)WIDE OPENING LAYOUT Open Bay_Id Clear_Opening Wedge Stub Column Total *No Id Type St End Width Height Height 0 Elev Mount Weight 6/12/2008 FJR DB (13)WIDE OPENING AND STRUT FRAMING -Open- Door Jamb Stub Head Back_Brace Strut Header_Beam- Deflection *No Id Type FlgWid FlgThk Type Type Type Loc Type Type Max_Spc Horz Vert 0 (14)WIDE OPENING HEADER LOCATION -Open- No Column *No Id Location Location 0 (15)PARTIAL WALLS Set_Of Base Full Bay_Id Wall Bays Type Load Start End Height 0 (16)COLUMNS Page 223 Of 285 17)COLUMN SIZE No Column Column Size 4 (18)RAFTERS Rafter Set Select Depth R 0 000 (19)RAFTER SIZE No Surf Rafter Rafter Id Site 1 2 (21)GIRT DESIGN *Girt Flg_Brace *Type Out In Offset ZF C N 0 000 SHEET 112 of 143 1 Job Not 3980 I modify I Customs I Clallam Builde Ex In I Date 1 6/12/2008 Description 1 Westport Shipyard Pa nt I Designed ByI FJR HCI STEEL BUILDING SYSTEMS, INC. I Checked By DB Left_Corner Right_Corner Int_Facia Int_NO_Facia MaxUnBr Base Type Rot Depth Type Rot Depth Type Depth Type Depth Same Length Elev (in) (in) (in) (in) Dep (ft) (in) R 0 00 R 0 00 R 0 00 R 0 00 N 83 333 0 000 ELEVATION Base Elev O 000 0 000 O 000 0 000 Rafter Same Y (20)RAFTER SPLICES Surf No Splice Id Splice Loc 2 0 Project 0 000 (22)GIRT LOCATION Set No Girt Loo Girt Location P 2 7 3333 12 3333 Flange Brace Y Splice Type Set Set Depth Lap 0 000 0 0000 (23)SPECIAL GIRT Sets Of Bay_Id Girt Girt Girt Girts Start End Height Type Rotate Use 0 (24)ROOF PURLINS *Surf Surf No Peak Set_Of Set_Space Max Space 7 3333 Girt_To One_Girt Rafter Depth /Bay N Y Page 224 Of 285 Max_Unbr Length 10 0000 l— illy■ HCI Steel Buildings Inc, 6/12/2008 HCI STEEL BUILDING SYSTEMS. INC. Id 2 Ext Purlin 0 000 9 (25)PANELS /RF_COLUMNS Wall Insulation Panel Use Thick HHR 26 'N 0 000 Job No Customer Description (26)WIND FRAMING SELECTION Order Of Selection Panel Diagonal Wind Wind Shear Bracing Bent Column N N N N (27)WALL BRACING Wind Brace Shear Type 100 0 'R (28)WIND BENTS Member No Type Depth Bay Bay_Id 0 00 0 (29)WIND COLUMNS Member No Left/ Type Depth Bay Bay_Id Right 0 00 0 (30)WALL BRACING ATTACHMENT No Attach Bay_Id *Attach Id Start End 0 (31)EAVE EXTENSION Space Space 0 667 6 3980 Clallam Builde Ex In Westport Shipyard Paint RF_Interior_Columns No Locate 2 10 0000 24 0000 No _Bay Specified Specified Bays_For_Bracing 0 No Level Space No 3 500 1 5 000 1 3 561 1 4 500 3 5 000 1 1 401 2 Level Height modify Date Designed Byl FJR Checked By I DB *Wall No Ext Bay_Id Edge_Extend- Ext *Id Ext Id Start End Height Width Slope Left Right Mount 2 0 6/12/2008 Page 225 Of 285 Job NoI 3980 l modify I Customer I Clallam Builde Ex In I Date 1 6/12/2008 Description) Westport Shipyard Pa nt I Designed Byl FJR HCI STEEL BUILDING SYSTEMS, INC. I Checked By I DB 4 0 (32)CANOPY *Wall No Ext Bay_Id Edge_Extend- Ext Id Ext Id Start End Height Width Slope Left Right Mount 3 0 2 0 4 0 (33)FACIA /PARAPET *Wall No Ext Fac Bay_Id Attach_Beam Facia /Parapet Edge_Extend Ext Id Ext Id Type St End Height Width Slope Elev Height Slope Left Right Mnt (C,E) (ft) (ft) 12 (ft) (ft) 12 (ft) (ft) 3 0 2 0 4 0 (34)FACIA /PARAPET GIRTS *Ext Top Interior- Back_Panel Angle Id Type Rotate Type Rotate Part Rotate Spacing (35)ADJACENT BUILDING *Wall No Ext Bay_Id Edge_Extend- Ext *Id Ext Id Start End Height Width Slope Left Right Mount 2 0 4 0 (36)LOADS FOR EAVE EXTENSION CANOPY FACIA, PARAPET AND ADJACENT BUILDING *Ext Ext_Beam Facia /Parapet Facia /Parapet_Girt *Id Dead Collat Live Snow Press Suct Press Suct Press Suct (37)BASIC LOADS Dead Load 3 5 Collat Load 8 0 SHEET 113 of 143 Live Load 20 0 Snow Load 25 0 (38)EDGE ZONE Zone Col/ Basic Wind 22 8 Deflection Wind Load Ratio Load Snow Wind Seis Factor 1 00 1 00 1 00 1 00 Page 226 Of 285 IIIIII O NM N MI I= r M IIIIII HCI Steel Buildings Inc. 6/12/2008 HCI STEEL BUILDING SYSTEMS, INC. Width Girt Panel Jamb 3 400 1 07 1 23 1 07 (39)BASIC LOADS AT EAVE *Seas Seis Seis Torsion_Forces *Dead Girt Load BWind Seismic 2 0 0 0000 1 05 0 01 2 06 (40)WIND PRESSURE /SUCTION Wind Wind Press Suct (42)COLUMN DESIGN LOADS Job No I 3980 I modify I Customer' Clallam Builde Ex In 1 Date 1 6/12/2008 Description' Westport Shipyard Pa nt Designed ByI FJR I Checked By 0 Page 227 Of 285 Page 228 Of 285 Job Nol 3980 l modify Customer' Clallam Builde Ex In I Date 1 6/12/2008 I Descriptionl Westport Shipyard Pa nt ChDesigned BYI ByI NCI STEEL BUILDING SYSTEMS. INC. 1 ecked 16 1 13 1 13 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 -0 52 0 0 00 17 0 43 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 0 00 18 0 43 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 0 00 SHEET 114 of 143 (43)COLUMN DESIGN LOADS Deflection *Load Rafter Wind Brace_Wind Long Column_Wind Aux_Load *No Id Dead Coll Live Snow Left Right Left Right Wind Press Suct Seis Id Coef 0 (44)RAFTER DESIGN LOADS 19 9 -21 9 Column 19 9 21 9 Girt /Header *Load Rafter_Wind_l Rafter_Wind_2 Long Aux_Load 19 9 -21 7 Jamb *No Id Dead Collet Live Snow Left Right Left Right Wind Seis Id Coef 24 6 -26 6 Panel 25 1 1 00 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 34 1 -22 8 Parapet Girt 2 1 00 1 00 0 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 34 1 -22 8 Transv Bracing Facia /Parapet 3 0 60 0 00 0 00 0 00 1 00 0 00 0 00 0 00 0 00 0 00 0 0 00 4 0 60 0 00 0 00 0 00 0 00 1 00 0 00 0 00 0 00 0 00 0 0 00 (41)WIND COEFFICIENTS 5 0 60 0 00 0 00 0 00 0 00 0 00 1 00 0 00 0 00 0 00 0 0 00 Surf Rafter_Wind_l Rafter_Wind_2 Bracing_Wind Long Surface 6 0 60 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 00 0 00 0 0 00 Id Left Right Left Right Left Right Wind Friction 7 0 60 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 00 0 0 00 1 0 00 0 00 0 00 0 00 0 37 -0 57 0 00 0 00 8 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 70 0 0 00 2 1 14 -1 14 -0 78 -0 78 1 14 -1 14 1 14 0 00 9 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 -0 70 0 0 00 3 0 00 0 00 0 00 0 00 -0 57 0 37 0 00 0 00 10 1 00 1 00 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 52 0 0 00 11 1 00 1 00 0 75 0 00 0 00 0 00 0 00 0 00 0 00 -0 52 0 0 00 12 1 00 1 00 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 52 0 0 00 13 1 00 1 00 0 00 0 75 0 00 0 00 0 00 0 00 0 00 -0 52 0 0 00 *Load Rafter Wind Brace_Wind Long Column_Wind Aux_Load 14 0 60 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 70 0 0 00 *No Id Dead Coll Live Snow Left Right Left Right Wind Press Suct Seis Id Coef 15 0 60 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 -0 70 0 0 00 18 1 1 00 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 16 1 00 1 00 0 00 0 50 0 00 0 00 0 00 0 00 0 00 0 00 3 1 00 2 1 00 1 00 0 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 17 1 00 1 00 0 00 0 50 0 00 0 00 0 00 0 00 0 00 0 00 4 1 00 3 1 00 1 00 0 75 0 00 0 75 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 0 00 18 1 00 1 00 0 00 0 50 0 00 0 00 0 00 0 00 0 00 0 00 1 1 00 4 1 00 1 00 0 75 0 00 0 00 0 75 0 00 0 75 0 00 0 00 0 00 0 00 0 0 00 19 1 00 1 00 0 00 0 50 0 00 0 00 0 00 0 00 0 00 0 00 2 1 00 5 1 00 1 00 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 75 0 00 0 0 00 20 1 00 1 00 0 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 1 -1 00 6 1 00 1 00 0 00 0 75 0 75 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 0 00 21 1 00 1 00 0 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 2 -1 00 7 1 00 1 00 0 00 0 75 0 00 0 75 0 00 0 75 0 00 0 00 0 00 0 00 0 0 00 22 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 3 1 60 8 1 00 1 00 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 75 0 00 0 0 00 23 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 4 1 60 9 0 60 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 00 1 00 0 00 0 00 0 0 00 24 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 5 1 00 10 0 60 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 00 1 00 0 00 0 0 00 25 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 6 1 00 11 1 17 1 17 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 0 00 12 1 17 1 17 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 -1 00 0 0 00 13 1 13 1 13 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 52 0 0 00 (45)RAFTER DESIGN LOADS Deflection 14 1 13 1 13 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 -0 52 0 0 00 15 1 13 1 13 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 52 0 0 00 *Load Rafter_Wind_l Rafter_Wind_2 Long Aux_Load Nom ININENNimmemomommilommillmmIlmmIlm• HCI Steel Buildings Inc. 6/12/2008 Job Not 3980 I modify Customer' Clallam Builde 6 Ex In I Date 1 6/12/2008 Description' Westport Shipyard Pa nt I Designed By' FJR I I Checked By I DS *No Id Dead Collet Live Snow Left Right Left Right Wind Seis Id Coef 0 HCI STEEL BUILDING SYSTEMS, INC. (46)BRACING DESIGN LOADS (47)AUXILIARY LOADS No Aux Aux No _Add Add_Load Aux Id Name Combs Id Coef 6 1 E2PAT_SL 1 1 1 0 50 2 E2PAT_SL 2 1 3 0 50 (48)ADDITIONAL LOADS (49)GIRT LAPS Data Set _l -Set _2 -Set _3 Page 229 Of 285 pot I Job No 1 3980 I modify I Customer' Clallam Builde 6 Ex In I Date 6/12/2008 Description' Westport Shipyard Pa nt I Designed By' FJR I I I Checked By I DB Opt Sets Left Right Quan Left Right Quan Left Right Quan 0 HCI STEEL BUILDING SYSTEMS, INC. (50)GIRT STRAPS *Load Rafter Wind Brace Wind Long Column_Wind Aux_Load Data Set_1 Set_2 Set_3 Set_4 *No Id Dead Coll Live Snow Left Right Left Right Wind Press Suct Seis Id Coef *Opt Sets Strap Quan Strap Quan Strap Quan Strap Quan 4 1 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 00 0 00 0 00 0 00 0 00 0 0 00 0 2 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 00 0 00 0 00 0 00 0 0 00 3 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 70 0 0 00 (51)PANEL SCREWS 4 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 -0 70 0 0 00 No Screw Washer Screw Screw SHEET 115 of 143 *Zone Zone Part Dia Dia Space Strength 1 BASE 1214112 0 210 0 500 12 000 1 900 Code file used was EW IBC 06 Version 3 0 3 E2PAT_SL 3 2 1 0 50 2 0 50 STRUCTURAL CODE Design Basis WS 4 E2PAT_SL 4 2 2 0 50 Hot Rolled Steel AISCO5 3 0 50 Cold Formed Steel NAUS01 5 E2PAT_SL 5 2 1 0 80 BUILDING CODE 3 0 80 Wind Code IBC Year 06 6 E2PAT_SL 6 1 2 0 80 Seismic Zone D 3980 Endwall Design Code 5/28/08 10 19am MODULUS OF ELASTICITY Hot Rolled 29000 (ksi Cold Formed Steel 29500 (ksi No Add Surf Basic Load FX FY Mom X Y Conc Add Id Id Load Type W1 W2 Co DL1 DL2 Unif 3 1 2 D -0 191 -0 191 -0 04 0 00 10 01 3980 Column Rafter Design 2 2 D -0 191 -0 191 -0 04 10 01 24 02 3 2 D -0 191 -0 191 -0 04 24 02 34 03 MEMBER SIZES Member Member Member Id Locate Size 5/28/08 10 19am -Web Size -Flange Size- Member Member Depth Thick Width Thick Length Weight Page 230 Of '>85 MS I♦ MI I♦ 01111 INN HCI Steel Buildings Inc. 6/12/2008 HCI STEEL BUILDING SYSTEMS, INC. 3980 Columns Rafter Design I 11.1 NM I Page 231 Of 285 Page 232 Of 285 Job No' 3980 I modify I Job No 3980 modify 1 Customer' Clallam Builde S Exc In Date 6/12/2008 �I Customer' Clallam Builde Ex In Data 1 6/12/2008 HCI STEEL BUILDING Description' Westport Shipyard Paint Designed Hy' FJR r Description' Westport Shipyard Pa nt Designed By' FJR Checked By' DB SYSTEMS. INC. 1 Checked By 0 5/28/08 10 19am 3980 Column Rafter Design Col 1 0 0 Col 12 1 78 59 82 0 00 26 83 Col -2 10 0 W8x10 7 48 0 170 3 94 0 205 16 2 161 7 Col 3 13 3 21 59 82 0 00 26 83 Col -3 24 0 W8x10 7 48 0 170 3 94 0 205 15 6 155 8 Col 3 14 3 25 59 82 0 00 26 93 Col -4 34 0 Col 3 15 3 60 59 82 0 00 26 83 Col -3 16 3 64 59 82 0 00 26 83 Total= 405 10 Col -3 17 0 24 59 82 0 00 26 83 DESIGN ACTIONS /STRENGTH Col -2 1 3 56 59 82 0 00 26 83 0 00 18 50 Col -3 18 0 33 59 82 0 00 26 83 STRESS RATIO- Mem Load Axia1(k Shear(k Moment(f -k Id Id Calc Pn /sf Calc Vn /sf Calc Mn /sf Mem Load Id Id Axial Shear Moment Axl +Mom Shr +Mom Max UC Col -2 2 4 08 59 82 0 00 26 83 0 00 18 50 Col 2 1 0 06 0 00 0 00 0 06 0 06 Col 2 3 1 16 88 62 0 00 26 83 0 00 18 50 001 2 2 0 07 0 00 0 00 0 07 0 07 Col 2 4 -1 16 88 62 0 00 26 83 0 00 18 50 Col-2 3 0 01 0 00 0 00 0 01 0 01 Col 2 5 3 04 59 82 1 59 26 83 6 44 18 50 Col -2 4 0 01 0 00 0 00 0 01 0 01 Col -2 6 -0 78 88 62 0 00 26 83 0 00 18 50 Col -2 5 0 05 0 06 0 35 0 37 0 37 Col -2 7 -0 78 88 62 0 00 6 83 0 00 18 50 Col -2 6 0 01 0 00 0 00 0 01 0 01 Col -2 8 3 43 59 82 -1 59 26 83 6 44 18 50 001-2 7 0 01 0 00 0 00 0 01 0 01 Col -2 9 2 40 88 62 1 93 6 83 7 80 18 50 Col -2 8 0 06 0 06 0 35 0 37 0 37 Col -2 10 -2 40 88 62 -2 12 26 83 8 58 18 50 Col -2 9 0 03 0 07 0 42 0 43 0 43 Col -2 11 1 70 59 82 0 00 26 8 0 00 18 50 Col 2 10 0 03 0 08 0 46 0 47 0 47 Col -2 12 1 79 59 82 0 00 6 83 0 00 18 50 001 -2 11 0 03 0 00 0 00 0 03 0 03 Col -2 13 3 21 59 82 0 00 26 83 0 00 18 50 Col -2 12 0 03 0 00 0 00 0 03 0 03 Col -2 14 3 26 59 82 0 00 26 83 0 00 18 50 Col -2 13 0 05 0 00 0 00 0 05 0 05 Col 2 15 3 60 59 82 0 00 26 83 0 00 18 50 Col -2 14 0 05 0 00 0 00 0 05 0 05 Col 2 16 3 65 59 82 0 00 26 83 0 00 18 50 Col 2 15 0 06 0 00 0 00 0 06 0 06 Col -2 17 0 24 59 82 0 00 26 83 0 00 18 50 Col 2 16 0 06 0 00 0 00 0 06 0 06 Col 2 18 0 33 59 82 0 00 26 83 0 00 18 50 Col -2 17 0 00 0 00 0 00 0 00 0 00 Col 3 1 3 56 59 82 0 00 26 83 0 00 18 50 Col -2 18 0 01 0 00 0 00 0 01 0 01 Col 3 2 4 07 59 82 0 00 26 83 0 00 18 50 Col -3 1 0 06 0 00 0 00 0 06 0 06 Col -3 3 -1 16 88 62 0 00 26 83 0 00 18 50 Col -3 2 0 07 0 00 0 00 0 07 0 07 Col 3 4 -1 16 88 62 0 00 26 83 0 00 18 50 Col -3 3 0 01 0 00 0 00 0 01 0 01 Col 3 5 3 04 59 62 -1 54 26 83 5 98 18 50 Col -3 4 0 01 0 00 0 00 0 01 0 01 Col -3 6 -0 78 88 62 0 00 26 83 0 00 18 50 001-3 5 0 05 0 06 0 32 0 35 0 35 Col 3 7 -0 78 88 62 0 00 6 83 0 00 18 50 Col -3 6 0 01 0 00 0 00 0 01 0 01 Col -3 8 3 43 59 82 -1 54 6 83 5 98 18 50 Col -3 7 0 01 0 00 0 00 0 01 0 01 Col 3 9 -2 40 88 62 1 86 26 83 7 25 18 50 Col -3 8 0 06 0 06 0 32 0 35 0 35 Col 3 10 -2 40 88 62 -2 05 26 83 7 98 18 50 Col 3 9 0 03 0 07 0 39 0 40 0 40 Col -3 11 1 69 59 82 0 00 26 83 0 00 18 50 Col-3 10 0 03 0 08 0 43 0 44 0 44 SHEET 116 of 143 5/28/08 10 19am O 00 18 50 O 00 18 50 O 00 18 50 O 00 18 50 O 00 18 50 0 00 18 50 O 00 18 50 gm i' gm gm I= E N MO NM NM NM HCI Steel Buildings, Inc. 6/12/2008 HCI STEEL BUILDING SYSTEMS. INC. 3980 Col 3 11 0 03 0 00 0 00 0 03 Col 3 12 0 03 0 00 0 00 0 03 Co1 3 13 0 05 0 00 0 00 0 05 Co1 3 14 0 05 0 00 0 00 0 05 Col 3 15 0 06 0 00 0 00 0 06 Col 3 16 0 06 0 00 0 00 0 06 Col 3 17 0 00 0 00 0 00 0 00 Col 3 18 0 01 0 00 0 00 0 01 COLUMN REACTIONS Job No 3980 modify 1 Customer) Clallam Builde a Ex In 1 Date 6/12/2008 Description' Westport Shipyard Pa nt I Designed By' FJR Checked ByI D8 Column Rafter Design 5/28/08 10 19am Mem Load Reaction(k Id Id Nor (OP) Vert Horz(IP) Col 2 1 0 00 3 56 0 00 Col 2 2 0 00 4 08 0 00 Col 2 3 0 00 1 00 0 00 Col -2 4 0 00 -1 00 0 00 Col -2 5 1 59 3 04 0 00 Col -2 6 0 00 -0 61 0 00 Col -2 7 0 00 -0 61 0 00 Col 2 8 1 59 3 43 0 00 Col 2 9 -1 93 2 30 0 00 Col 2 10 2 12 2 30 0 00 Col 2 11 0 00 1 70 0 00 Col -2 12 0 00 1 79 0 00 Col 2 13 0 00 3 21 0 00 Col 2 14 0 00 3 26 0 00 Col 2 15 0 00 3 60 0 00 Col -2 16 0 00 3 65 0 00 Col 2 17 0 00 0 24 0 00 Col 2 18 0 00 0 33 0 00 Col 3 1 0 00 3 56 0 00 Col 3 2 0 00 4 07 0 00 Col 3 3 0 00 -1 01 0 00 Col -3 4 0 00 -1 01 0 00 Col 3 5 1 54 3 04 0 00 Col 3 6 0 00 -0 62 0 00 Col 3 7 0 00 -0 62 0 00 Col -3 8 1 54 3 43 0 00 Col 3 9 -1 86 -2 31 0 00 0 03 0 03 0 05 0 05 0 06 0 06 0 00 0 01 Page 233 Of 285 HCI STEEL BUILDING SYSTEMS. INC. SHEET 117 of 143 COLUMN MEMBER DEFLECTIONS Mem Load Deflection(in) Id Id Calc Allow Col -2 1 0 00 1 62 Col -2 2 0 00 1 62 Col -2 3 0 00 1 62 Col -2 4 0 00 1 62 Col 2 5 0 34 1 62 Col -2 6 0 00 1 62 Col 2 7 0 00 1 62 Col -2 8 0 34 1 62 Col -2 9 -0 41 1 62 Col 2 10 0 45 1 62 Col -2 11 0 00 1 62 Col -2 12 0 00 1 62 Col 2 13 0 00 1 62 Col -2 14 0 00 1 62 Col -2 15 0 00 1 62 Col -2 16 0 00 1 62 Col -2 17 0 00 1 62 Col -2 18 0 00 1 62 Col 3 1 0 00 1 56 Col -3 2 0 00 1 56 Col 3 3 0 00 1 56 Col 3 4 0 00 1 56 Col -3 5 0 29 1 56 Col -3 6 0 00 1 56 Col -3 7 0 00 1 56 Col -3 8 0 29 1 56 Job No t 3980 modify Customer' Clallam Builde Ex In I Date 1 6/12/2008 Description' Westport Shipyard Pa nt I De igned By' FJR I Checked By I DB 3980 Column Rafter Design 5/28/08 10 19am Col 3 10 2 05 -2 31 0 00 Col -3 11 0 00 1 69 0 00 Col -3 12 0 00 1 78 0 00 Col -3 13 0 00 3 21 0 00 Col -3 14 0 00 3 25 0 00 Col 3 15 0 00 3 60 0 00 Col -3 16 0 00 3 64 0 00 Col -3 17 0 00 0 24 0 00 Col -3 18 0 00 0 33 0 00 Page 234 Of 285 MN M 1.11 MI UM U 11= MI OM 11.11 11.1 .111 HCI Steel Buildings Inc. 6/12/2008 HCI STEEL BUILDING SYSTEMS. INC. 3980 Column Rafter Design Col -3 9 -0 35 1 56 Col -3 10 0 39 1 56 Col -3 11 0 00 1 56 Col -3 12 0 00 1 56 Col 3 13 0 00 1 56 Col 3 14 0 00 1 56 Col 3 15 0 00 1 56 Col -3 16 0 00 1 56 Col -3 17 0 00 1 56 Col -3 18 0 00 1 56 3980 Column Flange Brace Report COLUMN FLANGE BRACES 3980 Column Actions Unbraced Lengths LOAD COMBINATION 1 DL +CL +LL Job No 3980 I modify Customer I Clallam Builde Ex In I Date 6/12/2008 Description' Westport Shipyard Paint I Designed By FJR Checked By 08 5/28/08 10 19am 5/28/08 10 19am 5/28/08 10 19am Page 235 Of 285 Page 236 Of 285 SHEET 118 of 143 Job No 1 3980 Customer) Clallam Builde Ex In Description) Westport Shipyard Pa nt NCI STEEL BUILDING SYSTEMS. INC. 3980 Column Actions Unbraced Lengths LOAD COMBINATION 2 DL +CL +SL LOAD COMBINATION 3 DL +CL +0 75LL +0 75WL1 +0 75WL2 modif I I Date 1 6/12/2008 I Designed ByI FJR 1 Checked By I DB 5/28/08 10 19am ---Unbraced_Length--- Actions Major Minor Minor Col Base Axial Shear Moment Axial Axial Bend Max Id Offset k k f -k ft ft ft KL /r 2 0 00 4 08 0 00 0 00 16 2 3 7 3 7 60 2 8 08 4 08 0 00 0 00 16 2 5 0 5 0 71 2 16 16 3 92 0 00 0 00 16 2 3 8 3 8 60 3 0 00 4 07 0 00 0 00 15 6 3 7 3 7 58 3 7 79 4 07 0 00 0 00 15 6 5 0 5 0 71 3 15 58 3 92 0 00 0 00 15 6 3 2 3 2 58 Mem Column Brace_At ---Unbraced_Length--- Id Side Part Girt_Id Actions Major Minor Minor Col Base Axial Shear Moment Axial Axial Bend Max Id Offset k k f k ft ft ft KL /r 2 000 100 000 000 162 37 37 60 2 8 08 -1 00 0 00 0 00 16 2 5 0 5 0 71 2 16 16 -1 16 0 00 0 00 16 2 3 8 3 8 60 3 0 00 1 01 0 00 0 00 15 6 3 7 3 7 58 3 7 79 1 01 0 00 0 00 15 6 5 0 5 0 71 3 15 58 1 16 0 00 0 00 15 6 3 2 3 2 58 Unbraced_Length LOAD COMBINATION 4 DL +CL +0 75LL +0 75WR1 +0 75WR2 Actions Major Minor Minor Col Base Axial Shear Moment Axial Axial Bend Max Id Offset k k f k ft ft ft KL/ ---Unbraced_Length--- Actions Major Minor Minor 2 0 00 3 56 0 00 0 00 16 2 3 7 3 7 60 Col Base Axial Shear Moment Axial Axial Bend Max 2 8 08 3 56 0 00 0 00 16 2 5 0 5 0 71 Id Offset k k f -k ft ft ft KL /r 2 16 16 3 40 0 00 0 00 16 2 3 8 3 8 60 3 0 00 3 56 0 00 0 00 15 6 3 7 3 7 58 2 0 00 -1 00 0 00 0 00 16 2 3 7 3 7 60 3 7 79 3 56 0 00 0 00 15 6 5 0 5 0 71 2 8 08 -1 00 0 00 0 00 16 2 5 0 5 0 71 3 15 58 3 40 0 00 0 00 15 6 3 2 3 2 58 2 16 16 -1 16 0 00 0 00 16 2 3 8 3 8 60 3 0 00 -1 01 0 00 0 00 15 6 3 7 3 7 58 111111 I♦ E I♦ I NM I♦ I♦ N f♦ HCI Steel Buildings Inc. 6/12/2008 HCI STEEL BUILDING SYSTEMS. INC. 3 7 79 3 15 58 Job No 1 3980 I modify Customer I Clallam Builde Ex In I Date 1 6/12/2008 Description' Westport Shipyard Pa nt I Designed Byl FJR I Checked BY' DB 3980 Column Actions Unbraced Lengths 5/28/08 10 19am Page 237 Of 285 Page 238 Of 285 HCI STEEL BUILDING SYSTEMS. INC. 1 01 0 00 0 00 15 6 5 0 5 0 71 2 8 08 1 16 0 00 0 00 15 6 3 2 3 2 58 2 16 16 3 0 00 LOAD COMBINATION 8 5 DL +CL +0 75LL +0 75WS 3 7 79 3 15 58 SHEET 119 of 143 I Job No 1 3980 I modify I Customerl Clallam Builde Ex In I Date 1 6/12/2008 Des cription' Westport Shipyard Pa nt I Designed By l FJR 1 I Checked By I DB 3980 Column Actions Unbraced Lengths 5/28/08 10 19am 0 61 0 00 0 00 16 2 5 0 5 0 71 0 78 0 00 0 00 16 2 3 8 3 8 60 0 62 0 00 0 00 15 6 3 7 3 7 58 0 62 0 00 0 00 15 6 5 0 5 0 71 0 78 0 00 0 00 15 6 3 2 3 2 58 Unbraced_Length LOAD COMBINATION 0 8 DL +CL +0 75SL +0 75WS Actions Major Minor Minor Col Base Axial Shear Moment Axial Axial Bend Max Id Offset k k f k ft ft ft KL /r -Unbraced_Length-- Actions Major Minor Minor 2 0 00 3 04 1 59 0 00 16 2 3 7 3 7 60 Col Base Axial Shear Moment Axial Axial Bend Max 2 8 08 3 04 0 00 6 44 16 2 5 0 5 0 71 Id Offset k k f -k ft ft ft KL /r 2 16 16 2 88 1 59 0 00 16 2 3 8 3 8 60 3 0 00 3 04 1 54 0 00 15 6 3 7 3 7 58 2 0 00 3 43 -1 59 0 00 16 2 3 7 3 7 60 3 7 79 3 04 0 00 5 98 15 6 5 0 5 0 71 2 8 08 3 43 0 00 6 44 16 2 5 0 5 0 71 3 15 58 2 88 1 54 0 00 15 6 3 2 3 2 58 2 16 16 3 27 1 59 0 00 16 2 3 8 3 8 60 3 0 00 3 43 -1 54 0 00 15 6 3 7 3 7 58 LOAD COMBINATION 0 6 DL +CL +0 75SL +0 75WL1 +0 75WL2 3 7 79 3 43 0 00 5 98 15 6 5 0 5 0 71 3 15 58 3 27 1 54 0 00 15 6 3 2 3 2 58 Unbraced_Length LOAD COMBINATION 0 9 0 6DL +WP +LW1 Actions- Major Minor Minor Col Base Axial Shear Moment Axial Axial Bend Max Id Offset k k f -k ft ft ft KL /r Unbraced_Length Actions Major Minor Minor 2 0 00 -0 61 0 00 0 00 16 2 3 7 3 7 60 Col Base Axial Shear Moment Axial Axial Bend Max 2 8 08 -0 61 0 00 0 00 16 2 5 0 5 0 71 Id Offset k k f -k ft ft ft KL /r 2 16 16 -0 78 0 00 0 00 16 2 3 8 3 8 60 3 0 00 -0 62 0 00 0 00 15 6 3 7 3 7 58 2 0 00 -2 30 1 93 0 00 16 2 3 7 3 7 60 3 7 79 -0 62 0 00 0 00 15 6 5 0 5 0 71 2 8 08 -2 30 0 00 -7 80 16 2 5 0 5 0 71 3 15 58 -0 78 0 00 0 00 15 6 3 2 3 2 58 2 16 16 -2 40 -1 93 0 00 16 2 3 8 3 8 60 0 00 -2 31 1 86 0 00 15 6 3 7 3 7 58 LOAD COMBINATION 8 7 DL +CL +0 75SL +0 75WR1 +0 75WR2 3 7 79 -2 31 0 00 7 25 15 6 5 0 5 0 71 3 15 58 -2 40 -1 86 0 00 15 6 3 2 3 2 58 Unbraced_Length LOAD COMBINATION 010 0 6DL +WS +LW1 Actions Major Minor Minor Col Base Axial Shear Moment Axial Axial Bend Max Id Offset k k f -k ft ft ft KL /r ---Unbraced_Length--- Actions Major Minor Minor 2 0 00 -0 61 0 00 0 00 16 2 3 7 3 7 60 Col Base Axial Shear Moment Axial Axial Bend Max HCI Steel Buildings Inc. 6/12/2008 Job No 1 3980 De cript o Builde n' Westport Shipyard Paint In HCI STEEL BUILDING I SYSTEMS.INC. 3980 modify Date 6/12/2008 Designed Byl FJR Checked By I DB Column Actions 6 Unbraced Lengths 5/28/08 10 19am Id Offset k k f -k ft ft ft KL /r 2 0 00 -2 30 2 14 0 00 16 2 3 7 3 7 60 2 8 08 -2 30 0 00 8 58 16 2 5 0 5 0 71 2 16 16 -2 40 2 12 0 00 16 2 3 8 3 8 60 Unbraced_Length Actions Major Minor Minor Col Base Axial Shear Moment Axial Axial Bend Max Id Offset k k f k ft ft ft KL /r Page 239 Of '85 Page 240 Of 285 HCI STEEL BUILDING SYSTEMS, INC. UN MN UM MB NM I= NS Job Not 3980 Customer' Clallam Builde 4 Ex In Description' Westport Shipyard Pa nt 3980 Column Actions Unbraced Lengths ---Unbraced_Length--- Actions Major Minor Minor Col Base Axial Shear Moment Axial Axial Bend Max Id Offset k k k ft ft ft KL /r 3 0 00 -2 31 2 05 0 00 15 6 3 7 3 7 58 2 0 00 3 21 0 00 0 00 16 2 3 7 3 7 60 3 7 79 -2 31 0 00 7 98 15 6 5 0 5 0 71 2 8 08 3 21 0 00 0 00 16 2 5 0 5 0 71 3 15 58 -2 40 2 05 0 00 15 6 3 2 3 2 58 2 16 16 3 03 0 00 0 00 16 2 3 8 3 8 60 3 0 00 3 21 0 00 0 00 15 6 3 7 3 7 58 LOAD COMBINATION 811 1 17DL +1 17CL+Seis 3 7 79 3 21 0 00 0 00 15 6 5 0 5 0 71 3 15 58 3 03 0 00 0 00 15 6 3 2 3 2 58 LOAD COMBINATION #14 1 13DL +1 13CL +0 75LL -0 52Seis modify Date Designed Byl FJR Checked By I DB 1 6/12/2008 5/28/08 10 19am ---Unbraced_Length-- Actions Major Minor Minor 2 0 00 1 70 0 00 0 00 16 2 3 7 3 7 60 Col Base Axial Shear Moment Axial Axial Bend Max 2 8 08 1 70 0 00 0 00 16 2 5 0 5 0 71 Id Offset k k f k ft ft ft KL /r 2 16 16 1 51 0 00 0 00 16 2 3 8 3 8 60 3 0 00 1 69 0 00 0 00 15 6 3 7 3 7 58 2 0 00 3 26 0 00 0 00 16 2 3 7 3 7 60 3 7 79 1 69 0 00 0 00 15 6 5 0 5 0 71 2 8 08 3 26 0 00 0 00 16 2 5 0 5 0 71 3 15 58 1 51 0 00 0 00 15 6 3 2 3 2 58 2 16 16 3 08 0 00 0 00 16 2 3 8 3 8 60 0 00 3 25 0 00 0 00 15 6 3 7 3 7 58 LOAD COMBINATION 912 1 17DL +1 17CL -1 OSeis 3 7 79 3 25 0 00 0 00 15 6 5 0 5 0 71 3 15 58 3 08 0 00 0 00 15 6 3 2 3 2 58 Unbraced_Length LOAD COMBINATION 815 1 13DL +1 13CL+0 75SL +0 52Seis Actions Major Minor Minor Col Base Axial Shear Moment Axial Axial Bend Max Id Offset k k f -k ft ft ft KL /r Unbraced_Length Actions Major Minor Minor 2 0 00 1 79 0 00 0 00 16 2 3 7 3 7 60 Col Base Axial Shear Moment Axial Axial Bend Max 2 8 08 1 79 0 00 0 00 16 2 5 0 5 0 71 Id Offset k k f -k ft ft ft KL/ 2 16 16 1 60 0 00 0 00 16 2 3 8 3 8 60 3 0 00 1 78 0 00 0 00 15 6 3 7 3 7 58 2 0 00 3 60 0 00 0 00 16 2 3 7 3 7 60 3 7 79 1 78 0 00 0 00 15 6 5 0 5 0 71 2 8 08 3 60 0 00 0 00 16 2 5 0 5 0 71 3 15 58 1 60 0 00 0 00 15 6 3 2 3 2 58 2 16 16 3 42 0 00 0 00 16 2 3 8 3 8 60 3 0 00 3 60 0 00 0 00 15 6 3 7 3 7 58 LOAD COMBINATION 913 1 13DL +1 13CL +0 75L1 +0 52Seis 3 7 79 3 60 0 00 0 00 15 6 5 0 5 0 71 3 15 58 3 42 0 00 0 00 15 6 3 2 3 2 58 SHEET 120 of 143 OM NM NM 11.1 MO NM IIIIII EMI MN IIIIII HCI Steel Buildings Inc. 6/12/2008 111 Job No 3980 I mo dif y Customer Clallam Builde 6 Ex In I Data 1 6/12/2008 1 I� Description Westport Shipyard Pa nt Designed By FJR Checked By HCI STEEL BUILDING SYSTEMS. INC. l DB 3980 LOAD COMBINATION 816 1 13DL +1 13CL +0 75SL -0 52Seis Col Base Id Offset LOAD COMBINATION #17 0 43DL +Seas Col Base Id Offset 2 0 00 0 24 0 00 0 00 16 2 3 7 3 7 60 Column Actions Unbraced Lengths 5/28/08 10 19am Unbraced_Length--- Actions Major Minor Minor Axial Shear Moment Axial Axial Bend Max k k f -k ft ft ft KL /r Page 241 Of 285 HCI STEEL BUILDING SYSTEMS. INC. 3980 Unbraced_Length Actions---- Major Minor Minor Axial Shear Moment Axial Axial Bend Max GIRT LOCATION k k f -k ft ft ft KL /r Bay No Girt Id SHEET 121 of 143 I Job Nol 3980 I modify H CUstomerl Clallam Builde 6 Ex In I Date 1 6/12/2008 Descnption1 Westport Shipyard Pa nt I Designed By' FJR I I I Checked By' DB Column Actions Unbraced Lengths 5/28/08 10 19am 3 7 79 0 33 0 00 0 00 15 6 5 0 5 0 71 3 15 58 0 26 0 00 0 00 15 6 3 2 3 2 58 3980 Base Plate Anchor Bolt Design 5/28/08 10 19am 2 0 00 3 65 0 00 0 00 16 2 3 7 3 7 60 2 8 08 3 65 0 00 0 00 16 2 5 0 5 0 71 Column_Base Max Reactions(k Plate_Size(in) Bolts(A307 2 16 16 3 47 0 00 0 00 16 2 3 8 3 8 60 Id Depth Comp Tens Shear Width Length Thick Row Diam Gage 3 0 00 3 64 0 00 0 00 15 6 3 7 3 7 58 3 7 79 3 64 0 00 0 00 15 6 5 0 5 0 71 Col 2 7 9 4 1 -2 3 2 1 6 0 7 9 0 500 2 0 750 3 00 3 15 58 3 47 0 00 0 00 15 6 3 2 3 2 58 Col 3 7 9 4 1 -2 3 2 0 6 0 7 9 0 500 2 0 750 3 00 3980 Flush Girt Design Report Id Girt 1 2 3 2 8 08 0 44 0 00 0 00 16 2 5 0 5 0 71 1 3 3 667 7 333 12 333 2 16 16 0 17 0 00 0 00 16 2 3 8 3 8 60 2 3 3 667 7 333 12 333 3 0 00 0 24 0 00 0 00 15 6 3 7 3 7 58 3 3 3 667 7 333 12 333 3 7 79 0 24 0 00 0 00 15 6 5 0 5 0 71 3 15 58 0 17 0 00 0 00 15 6 3 2 3 58 GIRT SPAN Bay No Girt Id LOAD COMBINATION 818 0 43DL -1 OSeis Id Girt 1 2 3 1 3 9 292 9 292 9 292 Unbraced_Length 2 3 13 250 13 250 6 917 Actions Major Minor Minor 3 3 9 292 9 292 9 292 Col Base Axial Shear Moment Axial Axial Bend Max Id Offset k k f -k ft ft ft KL /r GIRT SIZE Bay No Girt Id 2 0 00 0 33 0 00 0 00 16 2 3 7 3 7 60 Id Girt 1 2 3 2 8 08 0 33 0 00 0 00 16 2 5 0 5 0 71 2 16 16 0 26 0 00 0 00 16 2 3 8 3 8 60 1 3 8Z25U16 8Z25U16 8Z25U16 3 0 00 0 33 0 00 0 00 15 6 3 7 3 7 58 2 3 8225016 8Z25U16 8Z25U16 5/28/08 10 19am Page ''4_ Of 285 N MI MI MN MN M HCI Steel Buildings Inc. 6/12/2008 HCI STEEL BUILDING SYSTEMS. INC. 3980 Flush Girt Design Report 3 3 8Z25U16 8Z25U16 8Z25U16 GIRT REDUCTION FACTOR. Bay No Girt Id Id Girt 1 2 3 1 0 65 0 65 0 65 2 3 0 65 0 65 0 65 3 3 0 65 0 65 0 65 GIRT INSIDE FLANGE BRACE No _Brace /Bay 1 2 3 0 0 0 Job No 3980 modify I Customer I Clallam Builde 8 Ex In I Date 6/12/2008 Description' Westport Shipyard Pa of I Designed By FJR I Checked By' DB 3980 Door Jamb Header Summary 5/28/08 10 19am 5/28/08 10 19am Page 243 Of 285 Page 244 Of 285 HCI STEEL BUILDING SYSTEMS. INC. 3980 Door Jamb Header Summary JAMB /HEADER LAYOUT SHEET 122 of 143 Job No 1 3980 I modify i Customer I Clallam Builde Ex In 1 Date 1 6/12/2008 Descraptaonl Westport Shipyard Pa nt De igned By' FJR Bay Member Member Member Member Id Id Size Length Weight 2 Jamb -L 8C25E16 8 79 24 3 Jamb -R 8C25E16 8 65 23 9 Header 8C25E16 3 33 9 2 Sill 8C25E16 3 33 9 2 Checked By I DB GIRT ACTIONS 2 Jamb -L WP -0 28 2 41 0 11 -0 61 4 19 0 15 0 02 -0 04 1 17 Bay Girt Ld Shear(k Moment(f -k Mom+ Deflect(in) WS 0 30 2 41 0 13 0 66 4 00 0 17 0 02 0 04 1 17 Id Id Id Calc Allow UC Calc Allow UC Shear Calc Allow UC Jamb -R WP -0 47 2 41 0 20 -1 02 4 19 0 24 0 04 -0 06 1 15 WS 0 52 2 41 0 21 1 12 4 00 0 28 0 05 0 07 1 15 1 1 WP 0 34 2 41 0 14 -0 79 4 33 0 18 0 02 -0 06 1 24 0 05 Header WP -0 09 2 41 0 04 -0 07 4 19 0 02 0 00 0 00 0 44 WS -0 37 2 41 0 15 0 87 4 05 0 21 0 03 0 06 1 24 0 05 WS 0 09 2 41 0 04 0 08 4 19 0 02 0 00 0 00 0 44 1 2 WP 0 40 2 41 0 17 -0 93 4 33 0 21 0 03 -0 07 1 24 0 05 Sill WP -0 13 2 41 0 06 -0 11 4 19 0 03 0 00 0 00 0 44 WS -0 44 2 41 0 18 1 02 4 05 0 25 0 04 0 07 1 24 0 06 WS 0 15 2 41 0 06 0 12 4 19 0 03 0 00 0 00 0 44 1 3 WP 0 48 2 41 0 20 -1 11 4 33 0 26 0 05 -0 08 1 24 0 06 WS 0 53 2 41 0 22 1 22 4 05 0 30 0 06 0 09 1 24 0 07 2 1 WP 0 48 2 41 0 20 -1 60 4 33 0 37 0 09 -0 23 1 77 0 13 WS 0 53 2 41 0 22 1 76 2 89 0 61 0 11 0 26 1 77 0 15 3980 Wall Panel Report 5/28/08 10 19am 2 2 WP 0 86 2 41 0 36 -3 05 4 33 0 70 0 28 -0 44 1 77 0 44 WS -0 95 2 41 0 39 3 36 4 33 0 78 0 34 0 46 1 77 0 26 2 3 WP 0 34 2 41 0 14 -0 58 4 33 0 13 0 02 -0 02 0 92 0 03 PANEL DATA. WS -0 37 2 41 0 15 0 64 4 33 0 15 0 02 0 03 0 92 0 03 3 1 WP 0 34 2 41 0 14 -0 79 4 33 0 18 0 02 -0 06 1 24 0 05 Bay Part Type Gage Yield WS -0 37 2 41 0 15 0 87 4 05 0 21 0 03 0 06 1 24 0 05 3 2 WP 0 40 2 41 0 17 -0 93 4 33 0 21 0 03 -0 07 1 24 0 05 1 HHR 26 HR 26 00 50 0 WS -0 44 2 41 0 18 1 02 4 05 0 25 0 04 0 07 1 24 0 06 3 3 WP 0 43 2 41 0 18 -1 00 4 33 0 23 0 04 -0 07 1 24 0 06 MOMENTS DEFLECTION WS 0 48 2 41 0 20 1 11 4 05 0 27 0 05 0 08 1 24 0 06 STRENGTH /DEFLECTION Bay Member Ld Shear(k Moment(f -k Mom+ Deflect(in) Id Id Id Calc Vn /sf UC Calc Mn /sf UC Shear Calc Allow 5/28/08 10 19am Moment(ft- lb /ft) Span Span LD Support Midspan Deflect(in) Id (ft) Id Calc Mn /sf UC Calc Mn /sf UC Calc Allow UC I♦ On OM M NM MN I♦ HCI Steel Buildings Inc. 6/12/2008 Job Nol 3980 Customer' Clallam Builde Ex In Description' Westport Shipyard Pa nt HCI STEEL BUILDING SYSTEMS. INC. 3980 3980 BASE SCREW CHECK. 3980 Endwall Design Warning Report 3980 No Warnings FORCED SPACING Total Column Weight 317 48 Total Rafter Weight 0 00 Total Girt Weight c46 10 Total Door Jamb Weight 66 54 Total Bracing Weight 0 00 Total Clips Weight 39 60 I modify Date 6/12/2008 Designed By' FJR Checked BY' DB Wall Panel Report 5/28/08 10 19am 1 3 67 WP 33 0 114 8 0 29 -26 5 104 1 0 25 -0 04 0 73 0 06 WS -43 9 104 1 0 42 35 2 114 8 0 31 0 06 0 73 0 08 2 3 67 WP 33 3 114 8 0 29 -8 2 104 1 0 08 0 00 0 73 0 00 WS -44 3 104 1 0 43 10 9 114 8 0 09 0 00 0 73 0 01 3 5 00 WP 74 7 114 8 0 65 -24 3 104 1 0 23 -0 05 1 00 0 05 WS -99 4 104 1 0 95 32 3 114 8 0 28 0 06 1 00 0 06 4 5 36 WP 74 7 114 8 0 65 -54 9 104 1 0 53 -0 19 1 07 0 18 WS -99 4 104 1 0 95 73 0 114 8 0 64 0 25 1 07 0 24 Screw Report 5/28/08 10 19am Screw Force /Screw Shear Wall Base Dia Space Shear Wind Seis Limit Max Id Length Part (in) (ft) (k (k (k (k UC 1 0 00 1214112 0 21 1 00 1 90 0 000 0 000 0 226 0 00 5/28/08 10 19am Endwall Weight Summary 5/28/08 10 19am Page 245 Of 285 HG STEEL BUILDING SYSTEMS, INC. 3980 SHEET 123 of 143 Job No' 3980 modify I Customer' Clallam Builde 6 Ex In Date 6/12/2008 Descrnpt.on1 Westport Shipyard Pa nt Designed By' FJR Checked By I DB Endwall Weight Summary 5/28/08 10 19am Total Endwall Weight 669 72 Page '46 Of 285 M IIIIII O E NM NM NM MI MN NM MO HCI Steel Buildings Inc 6/12/2008 HCI STEEL BUILDING SYSTEMS, INC. 1 I Checked By' DB 3980 Rigid Frame Design Input 1)JOBID• 3980 I Job No 1 3980 I modify Customer I Clallam Builde S Ex In I Date 1 6/12/2008 Descrnption Westport Shipyard Pa nt I Designed ByI FJR 5/27/08 12 02am 2)PROGRAM OPTIONS *Frame Frame Stress Frame No End_Conn Splice Id Type Space Space Cycle Lt Rt Fix Option Option_Id 1 RFE 5 00 7 70 7 P P 1 00 Page 247 Of 285 SHEET 124 of 143 Job Not 3980 HCI STEEL BUILDING SYSTEMS, INC. Surf (ft) (ft) 3 0 0000 16 5833 34 0000 18 0000 34 0000 0 0000 1 CustomerI Clallam Builde S Ex In I Date 1 6/12/2008 Description 1 Westport Shipyard Pa nt I Designed 8yI FJR I Checked BY' DB (in) 0 000 9 000 0 000 (10)MEMBER DEPTHS *Surf Depth(in) No Interior_Depths Id Start End Dep Loc(ft) Depth(in) 1 9 500 9 500 0 2 9 500 9 500 2 10 3420 9 500 24 3541 9 500 3 11 500 11 500 0 modify 1 3)ANALYSIS OPTIONS *Plate Depth Frame Column_Dep_Opt(in) Rafter Dep_Opt(in) Web_Stiffener P_Delta (11)MEMBER SPLICES Opt Opt Sym Type Min Max Type Min Max Use Ratio Side Surf No Splice Splice 'N N N C 8 00 36 00 C 10 00 60 00 N 0 00 Y EL Id Splice Loc(ft) Type 1 0 4)DESIGN CODE 2 1 0 0000 VEE *Design Steel_Code Build Seismic 3 1 0 0000 'VEE Code Cold Hot Country Code Year Zone 'WS NAUS01 AISCO5 IBC 06 D (12)SEGMENT PLATES *No Surf Mem Seg Seg Member Flange Plate Thickness(in) 5)DESIGN CONSTANTS *Seg Id Id Id Len(ft) Part Wid Strength_Factor 5 1 1 1 0 0000 5 00 0 1644 0 2500 0 4500 Stress_Ratio Seismic 2 2 2 0 0000 6 00 0 1345 0 2500 0 2500 Frame Col EP BP Wind Frame SpcEP 2 3 3 0 0000 6 00 0 1345 0 2500 0 2500 1 03 1 03 1 03 1 03 1 0000 1 7000 1 7000 2 4 4 0 0000 6 00 0 1345 0 2500 0 2500 3 5 5 0 0000 6 00 0 1345 0 2500 0 2500 6)STEEL YIELDS Web Flg C Sec W_Sec R_Sec P_Sec T_Sec U_Sec EP BP (13)INTERIOR COLUMNS 50 0 55 0 55 0 50 0 50 0 35 0 46 0 36 0 55 0 55 0 No Col Col Col Col Connection Rafter Unbrace_Length Col Col Col Id Type Rot Loc Bot Top Opt Major Minor Set Size 7)DEFLECTION LIMITS 2 1 R Y 10 000 P P- 15 432 5 000 Y W8x10 Vertical Horizontal Weak 2 R Y 24 000 P P- 16 015 5 000 Y W8x10 Live Total Total Seis Crane Axis 180 0 0 0 60 0 60 0 100 0 60 00 (14)TAPERED INTERIOR COLUMNS *Col Col Depth No Start Web_Depth Web Flg OS_Flg IS_Flg 8)REPORTS Id Shape Min Max Mem Locate Start End Thick Width Thick Thick Input Design End Base Revise Action Sec Flange Segment Unbrc Floor Cable Echo Summary Plate Plate Input Stress Prop Brace Displ Len React React (15)BASE ELEVATION /WALL OPTIONS I Y 4 Y Y N N Y N N Y Y *Base Base Frame Open Id Elev Space Height 9)SURFACE SHAPE 1 0 00 7 70 0 0000 Left Column No X_Coord Y_Coord Offset 2 0 00 7 70 0 0000 Right Column 3 0 00 7 70 0 0000 Interior Column 0 1 Page 9 48 Of 285 a mo en IIMO MI M M 1.11 N 11.1 11.11 HCI Steel Buildings Inc. 6/12/2008 HCI STEEL BUILDING SYSTEMS, INC. Job No 3980 Customer I Clallam Builde a Ex In Description 1 Westport Shipyard Pa nt 4 0 00 7 70 0 0000 Interior Column 2 1 modify I Date I Designed By' Checked By (16)BASE DISPLACEMENT -Seismic Weak_Axis_L Weak_Axis R Torsion EW_Brace *Base Displace Spring Load SpcEP Wind Seis Wind Seis Wind Seis Wind Seis Id Opt Dir (in) (k /in k k k k k k k k k k 0 0 000 0 000 0 73 1 69 0 00 0 00 0 00 0 00 2 62 3 93 0 00 0 00 (17)WALL GIRTS *Surf Girt Girt Girt Girt Girt Bay No Id Type Size Depth Project Lap Id Girt Location(ft) 1 ZF 8225U16 8 00 0 00 0 000 5 3 3 667 7 333 12 333 3 ZF W8x10 0 00 0 00 0 000 1 0 Page 249 Of 285 Job Not 3980 I modif 6/12/2008 Customer I Clallam Builde S Ex In I Date 1 6/12/2008 FJR I De iption �A HCI STEEL BUILDING I Westport Shipyard Pa nt I De igned -'I FJR DB SYSTEMS, INC. I Checked BY DB SHEET 125 of 143 (23)BASIC LOADS AT EAVE (24)WIND COEFFICIENTS Surf -Wind 1 -Wind 2 Long_Wind_l Surface Id Left Right Left Right Lt Rt Friction 1 0 37 -0 57 0 73 -0 21 -0 65 -0 65 0 00 2 -1 14 -0 66 -0 78 -0 30 -1 14 -1 14 0 00 -0 57 0 37 -0 21 0 73 -0 65 -0 65 0 00 (18)ROOF PURLINS *Surf Purl Purl Purl Purl Purl No Peak Set_Of Set_Space- (25)LONGITUDINAL BRACING LOADS Id Type Size Depth Project Lap Purlin Space Space Space No -Wind Seismic 2 ZB 8Z25U12 9 00 0 00 1 875 9 0 667 6 3 500 1 Horz Vert Horz Vert 5 000 1 2 78 2 71 6 78 6 62 Left Column 3 563 1 0 00 0 00 0 00 0 00 Right Column 4 500 3 0 00 0 00 0 00 0 00 Int Column 1 5 000 1 0 00 0 00 0 00 0 00 Int Column 2 1 401 2 (26)DESIGN LOADS Page 250 Of 285 (19)FLANGE BRACES Load Coefficients Surf No Flange_Brace_At *Load Wind_1 Wind_2- Long_Wind Seismic Aux_Load Id Brace Girt /Purlin_Number *No Id Dead Coll Live Snow Lt Rt Lt Rt Lt Rt Long Tran Id Coeff 1 3 1 2 3 46 1 1 00 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 2 9 1 2 3 4 5 6 7 8 9 2 1 00 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 3 0 3 1 00 1 00 0 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 4 1 00 1 00 0 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 (20)SIDEWALL EXTENSIONS 5 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 *Surf No Ext Attach_Beam Facia /Parapet Load 6 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 Id Ext Id Type Elev Width Slope Elev Height Slope Width 7 1 00 1 00 0 75 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 1 0 8 1 00 1 00 0 75 0 00 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 3 0 9 1 00 1 00 0 75 0 00 0 00 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 0 00 10 1 00 1 00 0 75 0 00 0 00 0 00 0 00 0 75 0 00 0 00 0 00 0 00 0 0 00 (21)EXTENSION LOADS 11 1 00 1 00 0 00 0 75 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 *Ext Dead Collat Live Snow Windl_Coeff Wind2_Coeff Long_Windl Fac /Par_Wind 12 1 00 1 00 0 00 0 75 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 *Id psf psf psf psf Left Right Left Right Left Right Left Right 13 1 00 1 00 0 00 0 75 0 00 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 0 00 14 1 00 1 00 0 00 0 75 0 00 0 00 0 00 0 75 0 00 0 00 0 00 0 00 0 0 00 (22)BASIC LOADS 15 0 60 0 00 0 00 0 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 Basic Deflection 16 0 60 0 00 0 00 0 00 0 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 Dead Live Snow Collet Wind Load Ratio Temperature 17 0 60 0 00 0 00 0 00 0 00 0 00 1 00 0 00 0 00 0 00 0 00 0 00 0 0 00 psf psf psf psf psf Snow Wind Seis Change 18 0 60 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 00 0 00 0 00 0 00 0 0 00 3 50 18 76 25 00 8 00 22 76 1 00 1 00 1 00 0 0 19 0 60 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 00 0 00 0 00 0 0 00 NM I NM MI M r IIIII 1.1 111111 HCI Steel Buildings Inc 6/12/2008 Job No l 3980 Customer' Clallam Builde 6 Ex In Description' Westport Shipyard Pa nt HCI STEEL BUILDING SYSTEMS. INC. I modify I Date 6/12/2008 I Designed By' FJR I Checked By I DB 20 0 60 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 00 0 00 0 00 0 0 00 21 0 60 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 00 0 00 0 0 00 22 0 60 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 -1 00 0 00 0 00 0 0 00 23112112 000 000 000 000 000 000 000 000 000 070 0 000 24 1 12 1 12 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 -0 70 0 0 00 25 1 09 1 09 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 52 0 0 00 26 1 09 1 09 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 -0 52 0 0 00 27 1 09 1 09 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 52 0 0 00 28 1 09 1 09 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 -0 52 0 0 00 29 0 48 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 70 0 0 00 30 0 48 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 -0 70 0 0 00 31 1 12 1 12 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 70 0 00 0 0 00 32 1 09 1 09 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 52 0 00 0 0 00 33 1 09 1 09 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 52 0 00 0 0 00 34 0 48 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 70 0 00 0 0 00 35 1 00 1 00 0 00 0 50 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 3 1 00 36 1 00 1 00 0 00 0 50 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 4 1 00 37 1 00 1 00 0 00 0 50 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 1 00 38 1 00 1 00 0 00 0 50 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 00 39 1 00 1 00 0 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 1 00 40 1 00 1 00 0 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 2 -1 00 41 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 3 1 50 42 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 4 1 50 43 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 5 1 00 44 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 6 1 00 45 1 00 1 00 0 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 7 1 00 46 1 00 1 00 0 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 7 1 00 (27)DESIGN LOADS *Load *No Id Dead 16 47 1 00 48 1 00 49 1 00 50 1 00 51 1 00 52 1 00 53 0 00 54 0 00 55 0 00 56 0 00 57 0 00 58 0 00 59 1 00 Load Coefficients Page 251 Of 285 --Wind _l Wind_2- Long_Wind Seismic Aux_Load Coll Live Snow Lt Rt Lt Rt Lt Rt Long Tran Id Coeff 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 1 00 0 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 1 00 0 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 O 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 O 00 0 00 0 00 0 70 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 O 00 0 00 0 00 0 00 0 70 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 O 00 0 00 0 00 0 00 0 00 0 70 0 00 0 00 0 00 0 00 0 00 0 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 70 0 00 0 00 0 00 0 00 0 0 00 O 00 0 00 0 00 0 00 0 00 0 00 0 00 0 70 0 00 0 00 0 00 0 0 00 O 00 0 00 0 00 0 00 0 00 0 00 0 00 -0 70 0 00 0 00 0 00 0 0 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 70 0 0 00 I Job No' 3980 Customer I Clallam Builde s Ex Description' Westport Shipyard Paint HCI STEEL BUILDING SYSTEMS. INC. *No Aux *Aux Id 7 1 2 3 60 1 00 1 00 611 00100 62100100 (28)DESIGN LOADS SPECIAL Load_Coefficients *Load Wind_1 Wind_2- Long_Wind Seismic Aux_Load *No Id Dead Coll Live Snow Lt Rt Lt Rt Lt Rt Long Tran Id Coeff 6 63 1 37 1 37 0 00 0 20 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 0 00 64 1 37 1 37 0 00 0 20 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 0 00 65 0 73 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 0 00 66 0 73 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 0 00 67 1 37 1 '7 0 00 0 20 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 00 0 0 00 68 0 73 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 00 0 0 00 (29)AUXILIARY LOADS Aux Name F1PAT_SL 1 F1PAT_SL 2 F1PAT SL 3 4 F1PAT_SL 4 5 F1PAT_SL 5 6 F1PAT_SL 6 7 Snow Drift (30)ADDITIONAL LOADS *No Add Surf Basic *Add Id Id Load 4 1 2 2 2 3 2 4 2 (31)FLOOR BEAMS Bay No Beam Id Beam Id 1 0 2 0 3 0 (32)CABLES SHEET 126 of 143 No _Add Add_Comb Loads Id Coeff 1 1 0 50 1 3 0 50 2 1 0 50 2 0 50 2 2 0 50 3 0 50 2 1 0 75 3 0 75 1 2 0 75 1 4 1 00 I modify l In I Date 1 6/12/2008 I De igned By' FJR Checked BY' DB 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 -0 70 0 0 00 0 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 7 1 00 0 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 7 1 00 Load Ex Fy Mom Dx Dy -ConC Type W1 W2 CO D11 D12 -Dist D -0 192 -0 192 0 04 0 000 10 009 D -0 192 -0 192 0 04 10 009 24 021 D -0 192 -0 192 0 04 24 021 34 030 D 0 000 -0 510 0 00 20 350 34 030 Beam Con_Type Con_Loc Beam Properties Ht Lt Rt Lt Rt Area Ixx Page 252 Of 285 MI l• I• I• t• MO l• Ma HCI Steel Buildings, Inc. 6/12/2008 Page 253 Of '85 Page 254 Of 285 Job No 1 3980 I modify I Job No' 3980 modify Cuatomexl Clallam Builde 6 Ex In I Date 1 6/12/2008 Customer' Clallam Builde S Ex In Date 1 6/12/2008 Descri tion �.«I I P I Westport Shipyard Pa nt Designed By FJR I I Description' Westport Shipyard Pa nt I Designed By' FJR SYSTEMS. INC. I I Checked By DB HCI STEEL BUILDING HCI STEEL BUILDING SYSTEMS INC I Checked B i 1 IS 10 0 I 15 0 0 0 2 I 14 0 I 15 0 0 0 3 IS 10 0 I 15 0 0 0 1 WC 18 0 No record selected Bay No Cable Cable Cable Cable Id Cable Id Level Type Area 1 0 2 0 3 0 2 2 2 3 (33)CRANE BRACKET *Crane Bayld Crane Crane Beam Offset Bracket Col_Sup 3980 Rigid Frame Design Code *No Id Lt Rt Type Height Depth Width Left Right Type Opt Select Lt Rt 0 (34)FRAME LINES *No *Lines Frame_Line 2 1 6 BUILDING CODE (35)DESIGN PLATES Wind Code IBC *No Plate Plate_Size- Bolt Bolt Top Bottom Year 06 *Plt Type Id Width Thick Dia Gage Row Space Row Space Seismic Zone D 0 (36)SPECIAL FAB DATA No Piece Piece *Piece Id Key 0 (37)ENDWALL COLUMNS *Wall Expand_EW No Column Column Id Use Offset Column Locate Offset 1 Y 4 000 2 10 000 7 890 COLUMN SIZE 24 000 7 890 3 Y 4 000 2 10 000 7 890 Col Col Col Col Web Flange 24 000 7 890 Id Loc Size Len Depth Thick Width Thick (38)JACK BEAMS 1 10 0 W8x10 15 4 7 48 0 17 3 94 0 205 No Beam Beam Beam Beam 2 24 0 W8x10 16 0 7 48 0 17 3 94 0 205 *Beam Id Offset Height Length Part 0 COLUMN DESIGN Code file used was RF_IBC 06 Version 3 0 Allowable_Strength Calc_Load Pn /sf Mn /sf *DS_RFDEP Si Col Col Load Axial Moment Axial Moment Max_UC *Surface Span Required- Selected Id Loc Size Id k f k k f -k Sec UC Id Id Type Span Type Span ((Depth ((Splice 1 1 WC 16 6 No record selected 1 10 W8x10 1 3 3 0 0 59 8 19 5 29 0 06 SHEET 127 of 143 STRUCTURAL CODE Design Ba is WS Hot Rolled Steel AISCO5 Cold Formed Steel NAUS01 MODULUS OF ELASTICITY Hot Rolled Steel 29000 (ksi Cold Formed Steel 29500 (ksi 3980 Interior Column Design 5/28/08 10 19am 5/28/08 10 19am NM M IIIIII IIIIIII 1♦ MI MI OM 1101 11011 HCI Steel Buildings Inc. 6/12/2008 HCI STEEL BUILDING SYSTEMS. INC. 3980 Page 255 Of 285 Job No' 3980 1 modify 1 I I Job No 3980 P Description Customer' Clallam Builde Ex In I Date 6/12/2008 I modify Gus I Clallam Builde Ex In I Date 1 6/12/2008 Westport Shipyard Pa nt Designed FOR p py 9n I i Description' Westport Shipyard Pa nt I De igned Byl FJR HCI STEEL BUILDING I Checked By DB SYSTEMS. INC. I Checked Byl pp Interior Column Design 5/28/08 10 19am 3980 2 3 3 0 0 59 8 19 5 29 0 06 44 2 7 0 0 59 8 19 5 29 0 05 3 4 0 0 0 59 8 19 5 29 0 07 45 4 0 0 0 59 8 18 5 29 0 07 4 4 0 0 0 59 8 19 5 29 0 07 5 0 7 0 0 59 8 19 5 29 0 01 6 0 7 0 0 59 8 19 5 29 0 01 7 2 2 0 0 59 8 18 5 29 0 04 8 0 2 0 0 59 8 18 5 29 0 00 9 2 7 0 0 59 8 18 5 29 0 05 10 0 7 0 0 59 8 18 5 29 0 01 11 2 6 0 0 59 8 18 5 29 0 04 12 0 7 0 0 59 8 18 5 29 0 01 13 3 2 0 0 59 8 18 5 29 0 05 14 1 2 0 0 59 8 19 5 29 0 02 15 -0 7 0 0 88 6 19 5 31 0 01 16 3 2 0 0 88 6 19 5 31 0 04 17 0 1 0 0 59 8 18 5 29 0 00 18 -2 5 0 0 88 6 19 5 31 0 03 19 1 0 0 0 59 8 18 5 29 0 02 20 1 1 0 0 59 8 18 5 29 0 02 21 -5 5 0 0 88 6 19 5 31 0 06 22 -5 5 0 0 88 6 19 5 31 0 06 23 3 0 0 0 59 8 18 5 29 0 05 24 0 4 0 0 59 8 18 5 29 0 01 25 4 0 0 0 59 8 18 5 29 0 07 26 2 0 0 0 59 8 19 5 29 0 03 27 4 5 0 0 59 8 18 5 29 0 08 28 2 5 0 0 59 8 19 5 29 0 04 29 1 6 0 0 59 8 18 5 29 0 03 30 1 0 0 0 88 6 19 5 31 0 01 31 5 2 0 0 59 8 18 5 29 0 09 32 5 7 0 0 59 8 18 5 29 0 10 33 6 2 0 0 59 8 18 5 29 0 10 34 3 8 0 0 59 8 18 5 29 0 06 35 4 1 0 0 59 8 18 5 29 0 07 36 3 4 0 0 59 8 19 5 29 0 06 37 3 3 0 0 59 8 18 5 29 0 06 38 2 6 0 0 59 8 19 5 29 0 04 39 3 4 0 0 59 8 19 5 29 0 06 40 4 1 0 0 59 8 18 5 29 0 07 41 3 5 0 0 59 8 18 5 29 0 06 42 2 6 0 0 59 8 19 5 29 0 04 43 2 2 0 0 59 8 19 5 29 0 04 2 SHEET 128 of 143 Interior Column Design 5/28/08 10 19am 46 4 0 0 0 59 8 18 5 29 0 07 24 W8x10 1 3 4 0 0 59 8 18 5 32 0 06 2 3 4 0 0 59 8 18 5 32 0 06 3 4 0 0 0 59 8 18 5 32 0 07 4 4 0 0 0 59 8 18 5 32 0 07 5 0 7 0 0 59 8 18 5 32 0 01 6 0 7 0 0 59 8 19 5 32 0 01 7 -0 6 0 0 88 6 19 5 34 0 01 8 3 7 0 0 59 8 18 5 32 0 06 9 -0 2 0 0 88 6 19 5 34 0 00 10 4 2 0 0 59 8 18 5 32 0 07 11 -0 1 0 0 88 6 19 5 34 0 00 12 4 2 0 0 59 8 18 5 32 0 07 13 0 4 0 0 59 8 18 5 32 0 01 14 4 6 0 0 59 8 18 5 32 0 08 15 -4 0 0 0 88 6 19 5 34 0 05 16 1 4 0 0 59 8 19 5 32 0 02 17 -3 5 0 0 88 6 19 5 34 0 04 18 2 0 0 0 59 8 19 5 32 0 03 19 -5 4 0 0 88 6 19 5 34 0 06 20 -5 5 0 0 88 6 19 5 34 0 06 21 2 2 0 0 59 8 19 5 32 0 04 22 2 2 0 0 59 8 18 5 32 0 04 23 0 1 0 0 59 8 18 5 32 0 00 24 3 2 0 0 59 8 18 5 32 0 05 25 1 9 0 0 59 8 19 5 32 0 03 26 4 2 0 0 59 8 18 5 32 0 07 27 2 3 0 0 59 8 19 5 32 0 04 28 4 7 0 0 59 8 18 5 32 0 08 29 1 3 0 0 88 6 19 5 34 0 01 30 1 8 0 0 59 8 19 5 32 0 03 31 -2 6 0 0 88 6 19 5 34 0 03 32 -0 3 0 0 88 6 19 5 34 0 00 33 0 3 0 0 59 8 18 5 32 0 01 34 -3 8 0 0 88 6 19 5 34 0 04 35 3 4 0 0 59 8 18 5 32 0 06 36 4 1 0 0 59 8 18 5 32 0 07 37 2 6 0 0 59 8 19 5 32 0 04 38 3 3 0 0 59 8 18 5 32 0 05 39 4 1 0 0 59 8 18 5 32 0 07 Page 256 Of 285 NM I NM IIIIIIII UN MN MI MN MI NM I MI N M M HCI Steel Buildings Inc. 6/12/2008 CfYi HCI STEEL BUILDING SYSTEMS INC. Job er I C Clallam Clallam Builds Ex In Description Westport Shipyard Pa nt 3980 Interior Column Design modif 1 Date 1 6/12/2008 Designed By/ FJR Checked 141 DB 5/28/08 10 19am 40 3 4 0 0 59 8 19 5 32 0 06 41 2 5 0 0 59 8 19 5 32 0 04 42 3 5 0 0 59 8 18 5 32 0 06 43 2 2 0 0 59 8 18 5 32 0 04 44 2 7 0 0 59 8 19 5 32 0 04 45 53 00 598 195 32 009 46 5 3 0 0 59 8 19 5 32 0 09 3980 Interior Column Cap Plate 5/28/08 10 19am Col Cap Col Plate(in) Load(k f -k Bolts(A325 Id Type Depth Width Thick Id Axial Shear Moment Row Diam Space Gage 1 P- 7 89 6 000 0 375 22 5 5 0 0 0 0 2 0 750 0 00 3 00 2 P- 7 89 6 000 0 375 20 5 5 0 0 0 0 2 0 750 0 00 3 00 WELDS Outside_Flange Inside_Flange Web Col Shear(k /in Shear(k/in Shear(k/in Id Size Typ Calc Rn /sf Size Typ Calc Rn /sf Size Typ Calc Rn /sf 1 0 188 01 0 24 2 78 0 188 01 0 24 2 78 0 188 F 0 24 2 78 2 0 188 01 0 24 2 78 0 188 01 0 24 2 78 0 188 F 0 24 2 78 3980 Base Plate and Anchor Bolt Design 5/28/08 10 19am BASE PLATE 6 BOLT SIZE Column_Sase Plate_Size(in) Bolts(A307 Loc Typ Depth Width Length Thick Row Diam Gage Page 257 Of 285 I4I I BASE REACTIONS Left P 10 0 6 0 10 00 0 500 2 0 750 3 00 b)Loads shown are full loads Design results are adjusted for SHEET 129 of 143 pli Job CUatomer er Clallam Builds Ex In Nil Description' Westport Shipyard Pa nt HCI STEEL BUILDING SYSTEMS, INC. 3980 Base Plate and Anchor Bolt Design Right P 12 0 6 0 12 00 0 500 2 0 750 3 00 IC -1 P 7 9 6 0 7 94 0 500 2 0 750 3 00 IC -2 P 7 9 6 0 7 94 0 500 2 0 750 3 00 Column Max_Comp- Max_Tens- Max_Shear Weak_Axis Loc Ld Fy(k Ld Fy(k Ld Fx(k Tens Moment Left 22 4 5 19 -5 8 21 3 4 0 0 0 0 Right 45 3 7 22 -4 1 20 2 0 0 0 0 0 IC -1 35 4 1 22 -5 4 21 0 1 0 0 0 0 IC -2 45 5 3 20 -5 4 19 0 1 0 0 0 0 WELDS I modify I 1 Date 1 6/12/2008 Designed Byl FJR I Checked BY I DB 5/28/08 10 19am Outside_Flange_To_Base Inside_Flange_To Base Web To Base Base Shear(k /in Shear(k/in Shear(k/in Id Size Typ Calc Rn /sf Size Typ Calc Rn /sf Size Typ Calc Rn /sf Left 0 188 Fl 0 58 2 78 0 188 01 0 58 2 78 0 188 F2 0 18 2 78 Right 0 188 01 0 34 2 78 0 188 01 0 34 2 78 0 188 F2 0 09 2 78 IC- 1 0 188 01 0 68 2 78 0 188 01 0 68 2 78 0 188 F2 0 01 2 78 IC 2 0 188 01 0 68 2 78 0 188 01 0 68 2 78 0 188 F2 0 00 2 78 3980 Bolted- End -Plate Design 5/28/08 10 19am Splice Member Web Splice(in)- Ten Load(k f -k Bolts(A325 Id Typ Loc Depth Width Thick Loc Id Axl Shr Mom Row Diam Space Gage 1 VEE 1 2 9 50 6 0 0 375 Top 64b 0 4 23 2 0 750 4 00 3 00 Bot 68b 0 -4 27 2 0 750 4 00 3 00 2 VEE 4- 5 9 50 6 0 0 500 Top 67b 0 -5 33 2 0 750 4 00 3 00 Bot 22 -1 4 26 2 0 750 4 00 3 00 Page 258 Of 285 111. IIIIIIII EN OM MN NM MN HCI Steel Buildings Inc. 6/12/2008 HCI STEEL BUILDING SYSTEMS, INC. 3980 seismic strength factor (1 275) Unity_Check Splice Thick Dia_Required EP Bolt Bolt Id Typ Reg Top Bot Bend Top Bot 1 VEE 0 35 0 461 0 495 0 85 0 38 0 44 2 VEE 0 38 0 515 0 514 0 58 0 47 0 47 WELDS Outs ide_Flange_To_Bep Inside_Flange_To_Bep Web_To Bep Splice Shear(k /in Shear(k/in Shear(k/in Id Side Size Typ Calc Rn /sf Size Typ Calc Rn /sf Size Typ Calc Rn /sf 1 L 0 188 F2 1 93 2 78 0 188 F2 1 96 2 78 0 188 F2 0 16 2 78 1 R 0 188 F2 1 70 2 78 0 188 F2 1 96 2 78 0 188 F2 0 16 2 78 2 L 0 188 F2 2 40 2 78 0 188 F2 2 38 2 78 0 188 F2 0 21 2 78 2 R 0 188 F2 2 40 2 78 0 188 F^ 2 38 78 0 188 F2 0 21 2 78 .,980 Stiffener Report 5/28/08 10 19am Stiffener Yield 50 0 (ksi STIFFENER SIZE Job No 1 3980 Customer Clallam Builde Ex In Description' Westport Shipyard Pa nt Bolted- End -Plate Design 5/28/08 10 19am Stiffener Web)in) Stiffener_Size(in) Location No Depth Thick Width Thick Length modify Date Designed By' FJR Checked By' DB 6/12/2008 Page 259 Of 285 HCI STEEL BUILDING SYSTEMS. INC. 3980 Stiffener Tension(k Compression(k Max Location Load Calc Pn /sf Load Calc Pn /sf UC Left Col 31 21 4 63 6 22 18 1 57 7 0 34 Right Col 22 29 1 37 4 31 26 2 86 6 0 78 Int Col 1 35 0 0 37 4 35 4 0 51 0 0 08 Int Col 2 45 0 0 37 4 45 5 2 51 0 0 10 WELDS SHEET 130 of 143 111.1 INN MI I MB MI MI Job No' 3980 Customer Clallam Builde 6 Ex In Deseription1 Westport Shipyard Pa nt Stiffener Report 5/28/08 10 19am Stiff_TO_Flg /EP ----Stiff_TO_Web---- Stiffener Shear(k /in Shear(k/in Location Size Typ Calc Rn /sf Size Typ Calc Rn /sf Left Col 0 188 F2 1 26 2 78 0 188 F1 0 95 2 78 Right Col 0 250 F2 2 91 3 71 0 188 F1 0 67 2 78 Int Col 1 0 188 F2 0 00 2 78 0 188 F1 0 21 2 78 Int Col 2 0 188 F2 0 00 2 78 0 188 F1 0 27 2 78 3980 Flange Brace Report 5/28/08 10 19am Flange Brace Yield= 50 0 ksi Girt /Purlin Yield= 55 0 ksi Flange Brace Bolt 0 500 (A325 I modify Date 1 6/12/2008 De igned By' FJR Checked BY' DB Surf No Web Brace Calc Brace_UC Conn Left Col 1 9 50 0 164 2 50 0 250 9 50 Id Brace Loc .Side Part Depth Dist Force Comp Tens UC Right Col 1 11 50 0 134 2 50 0 250 11 50 Int Col 1 1 9 51 0 134 2 50 0 250 9 51 1 0 Int Col 2 1 9 51 0 134 2 50 0 250 9 51 2 6 1 1 L2x 075 9 50 22 50 0 27 0 13 0 11 0 07 2 1 L2x 075 9 50 22 50 0 07 0 03 0 03 0 02 3 1 L2x 075 9 50 22 50 0 09 0 04 0 03 0 02 STIFFENER DESIGN 5 1 L2x 075 9 50 22 50 0 11 0 05 0 04 0 03 Page 260 Of 285 HCI Steel Buildings Inc. 6/12/2008 Job No I I modify Clsl Customer' Clallam Builde S Ex In I Date 6/12/2008 Des iption1 Westport Shipyard Pa nt Designed FJR HCI STEEL BUILDING Checked By DB SYSTEMS. INC. 3980 Flange Brace Report 5/28/08 10 19am 3 0 3980 Weld Report Web To Flange FLANGE PLATE (a) Initial Required Width Thick Width Thick Locate (in) (in) (in) (in) Lt Col Rt Col WEB PLATE (b) 6 1 L2x 075 9 50 22 50 0 05 0 02 0 02 0 01 8 1 L2x 075 9 50 22 50 0 53 0 26 0 21 0 14 500250 500250 6 0 0 250 6 0 0 250 5/28/08 10 19am Page 261 Of 285 Page '62 Of 285 3980 Calc_Max_Weld_Shear Weld_Provided---- Member Segment Section Load Shear Size Rn /sf No FRAME Id Id Id Id (k /in (in) (k /in Type Side Id 1 Type RF 1 1 5 20 0 18 0 188 2 78 F 1 Line Id= 1 6 2 2 10 0 31 0 188 2 78 F 1 3 3 17 45 0 21 0 188 2 78 F 1 MEMBERS 4 4 23 22 0 37 0 188 2 78 0 1 5 5 24 22 0 19 0 188 2 78 F 1 Mem Segl Flange IWeb_Depthl Plate_ Thickness I Max_UCV I Max_UCO 1 Max_UCI Id Id 1 Len Wid'Strt End) Web 0 -flg I flglId Ld Ucv)Id Ld Uco)Id Ld Uci 1 1 15 8 5 0 9 5 9 5 0 164 0 250 0 250 5 20 0 07 5 20 0 43 5 31 0 52 3980 Special Segment Report 5/28/08 10 19am 2 2 9 2 6 0 9 5 9 5 0 134 0 250 0 250 10 33 0 18 6 31 0 39 6 31 0 43 COLUMNS Initial Required LOAD COMBINATIONS Load Shear Web Shear Shear Web Shear Shear 19 0 60DL +LW1 Axial Moment Force Thick Calc Allow Thick Calc Allow 20 0 60DL -LW1 Locate Id (k) (f -k (k (in) (ksi (ksi (in) (ksi (ksi 22 0 600L -LW2 31 1 12DL +1 12CL +0 7OLSEIS Lt Col 22 1 2 16 7 21 6 0 164 13 85 17 96 0 164 13 85 17 96 33 1 09DL +1 09CL +0 75SL +0 52LSEIS Rt Col 20 1 4 17 3 22 6 0 134 13 63 17 96 0 134 13 63 17 96 45 DL +CL +SL +AUX7 SHEET 131 of 143 I Job No 1 3980 Customer 1 Clallam Builde Ex Description' Westport Shipyard Pa nt HCI STEEL BUILDING I i SYSTEMS. INC. (a)DS_BUILD(frame37) =4 (b)DS BUILD(frame36) =3 see help see help 3980 Design Summary Report I modify I In I Date l 6/14/2008 I Designed Byl FJR Checked RV' DB Special Segment Report 5/28/08 10 19am 5/28/08 10 19am 3 3 14 0 6 0 9 5 9 5 0 134 0 250 0 250 11 33 0 12 11 33 0 17 11 22 0 18 4 4 9 0 6 0 9 5 9 5 0 134 0 250 0 250 23 22 0 20 23 31 0 53 23 22 0 59 5 5 17 2 6 0 11 5 11 5 0 134 0 250 0 250 24 22 0 15 24 22 0 54 24 31 0 69 Col Mem' 1 Max_Axial I Max_Shear I Max_UCO 1 Max_UCI Id Id) Locate Part l Id Ld UC I Id Ld UC 1 Id Ld Ucol Id Ld Uci 1 6 10 0 W8x10 29 33 0 10 29 33 0 00 29 33 0 10 29 33 0 10 2 7 24 0 W8x10 32 45 0 09 32 19 0 00 32 45 0 09 32 45 0 09 am am No mu No EN um MI I NM 11= 11111 IIIIII A r MO HCI Steel Buildings Inc. 6/12/2008 HCI STEEL BUILDING SYSTEMS. INC. 3980 WEIGHTS REACTIONS (Sidewall Columns) Job No 3980 Customer I Clallam Builde Ex In Description! Westport Shipyard Pa nt modify I Date 1 6/12/2008 I Designed ByI FJR Checked By I DB Design Summary Report 5/28/08 10 19am Page 263 Of 285 Page 264 Of 285 Job er ClaI D I I a CUatoamr l Clallam Builde Ex In I ate t® 1 6/12/2008 Description Westport Shipyard Paint I De igned ByI FJR HCI STEEL BUILDING SYSTEMS. INC. Checked Sy I DB I I I i_ 3980 SHEET 132 of 143 Design Summary Report 5/28/08 10 19am 16 1 48 1 28 0 00 0 00 1 49 2 20 0 00 0 00 17 -1 54 -1 37 0 00 0 00 -1 03 1 32 0 00 0 00 1B 1 07 1 69 0 00 0 00 1 91 1 78 0 00 0 00 19 -0 44 -5 83 2 78 0 00 -2 00 1 94 0 00 0 00 Member 1 2 3 4 5 20 -0 43 -0 46 0 00 0 00 -2 02 1 98 0 00 0 00 21 1 95 -0 98 2 78 0 00 0 73 -4 01 0 00 0 00 Weight (lb) 219 134 204 131 267 22 1 93 4 47 0 00 0 00 0 76 -4 06 0 00 0 00 23 -0 48 -0 30 0 00 0 00 -0 56 1 99 0 00 0 00 Column 1 2 24 0 50 1 69 0 00 0 00 0 54 -0 46 0 00 0 00 25 -0 34 0 34 0 00 0 00 -0 44 2 11 0 00 0 00 Weight (lb) 154 160 26 0 39 1 86 0 00 0 00 0 39 0 26 0 00 0 00 27 -0 34 0 4B 0 00 0 00 -0 45 2 '7 0 00 0 00 Total Weight (lb) 28 0 40 2 00 0 00 0 00 0 39 0 40 0 00 0 00 Frame Members 955 29 -0 48 -0 80 0 00 0 00 -0 54 1 41 0 00 0 00 Interior Col 315 30 0 48 1 16 0 00 0 00 0 55 1 00 0 00 0 00 Conn Plates 58 31 -1 33 -6 63 4 75 0 00 -1 45 4 06 0 00 0 00 Base Plates 32 32 -0 98 -4 38 3 53 0 00 1 13 3 68 0 00 0 00 Trans Stiff 0 33 -0 98 -4 25 3 53 0 00 1 14 3 84 0 00 0 00 34 -1 33 7 10 4 75 0 00 -1 42 3 45 0 00 0 00 1360 35 0 02 1 31 0 00 0 00 -0 04 1 02 0 00 0 00 36 0 04 0 93 0 00 0 00 -0 02 1 40 0 00 0 00 37 0 03 1 45 0 00 0 00 -0 05 1 15 0 00 0 00 38 0 05 1 06 0 00 0 00 -0 03 1 54 0 00 0 00 39 0 04 0 93 0 00 0 00 -0 02 1 39 0 00 0 00 Load Left_Column Right_Column 40 0 02 1 31 0 00 0 00 -0 04 1 01 0 00 0 00 Id Fx(k Fy(k Fz(k M(f -k Fx(k Fy(k Fz(k M(f k 41 0 00 1 10 0 00 0 00 -0 03 0 57 0 00 0 00 42 0 02 0 49 0 00 0 00 -0 01 1 20 0 00 0 00 1 0 04 1 21 0 00 0 00 -0 02 1 24 0 00 0 00 43 0 06 1 40 0 00 0 00 -0 05 1 46 0 00 0 00 2 0 04 1 21 0 00 0 00 -0 02 1 24 0 00 0 00 44 -0 01 0 40 0 00 0 00 -0 01 0 51 0 00 0 00 3 0 05 1 41 0 00 0 00 -0 03 1 43 0 00 0 00 45 0 00 1 30 0 00 0 00 -0 18 3 67 0 00 0 00 4 0 05 1 41 0 00 0 00 -0 03 1 43 0 00 0 00 46 0 00 1 30 0 00 0 00 -0 18 3 67 0 00 0 00 5 0 01 0 38 0 00 0 00 -0 01 0 43 0 00 0 00 6 0 01 0 38 0 00 0 00 -0 01 0 43 0 00 0 00 7 -0 83 -0 48 0 00 0 00 1 12 1 63 0 00 0 00 REACTIONS (Interior Columns) 8 1 16 1 89 0 00 0 00 1 11 -0 79 0 00 0 00 9 -1 14 -0 20 0 00 0 00 -0 82 1 97 0 00 0 00 Load Col_l Col_2 10 0 85 2 19 0 00 0 00 1 42 -0 46 0 00 0 00 Id Fx(k Fy(k Fz(k M(f -k Fx(k Fy(k Fz(k M(f 1 11 -0 82 -0 34 0 00 0 00 -1 13 1 78 0 00 0 00 12 1 17 2 04 0 00 0 00 1 11 -0 65 0 00 0 00 1 -0 01 3 35 0 00 0 00 -0 01 3 39 0 00 0 00 13 -1 14 -0 07 0 00 0 00 -0 83 2 13 0 00 0 00 2 -0 01 3 35 0 00 0 00 -0 01 3 39 0 00 0 00 14 0 86 2 34 0 00 0 00 1 42 -0 33 0 00 0 00 3 -0 01 3 97 0 00 0 00 -0 01 4 02 0 00 0 00 15 -1 12 -1 74 0 00 0 00 1 43 0 85 0 00 0 00 4 -0 01 3 97 0 00 0 00 -0 01 4 02 0 00 0 00 NM N I M I II•11 1.111 1.11 HCI Steel Buildings Inc. 6/12/2008 I Job No 1 3980 I modify Customer I Clallam Builde Ex In I Date 1 6/12/2008 Description) HCI STEEL BUILDING Westport Shipyard Pa nt I Designed ByI FJR SYSTEMS. INC. 1 I Checked By I DB 3980 Design Summary Report 5/28/08 10.19am Page 265 Of 285 Page 966 Of 285 HCI STEEL BUILDING SYSTEMS. INC. 3980 5 0 00 0 69 0 00 0 00 0 00 0 69 0 00 0 00 6 0 00 0 69 0 00 0 00 0 00 0 69 0 00 0 00 7 0 01 17 0 00 0 00 0 00 -0 44 0 00 0 00 DEFLECTIONS (in) 8 0 00 0 19 0 00 0 00 -0 03 3 72 0 00 0 00 Lateral Defl Vertical Defl 9 0 02 2 73 0 00 0 00 0 00 -0 02 0 00 0 00 Load Top Of Col Midspan Of Col 10 0 00 0 73 0 00 0 00 -0 03 4 17 0 00 0 00 Id Left Right LT 1 1 2 2 -RT 11 0 02 2 65 0 00 0 00 0 00 0 01 0 00 0 00 12 0 00 0 65 0 00 0 00 -0 03 4 19 0 00 0 00 47 -0 02 -0 02 -0 01 -0 04 -0 01 13 0 02 3 21 0 00 0 00 0 00 0 44 0 00 0 00 48 -0 02 -0 02 -0 01 -0 04 -0 01 14 -0 01 1 19 0 00 0 00 -0 03 4 65 0 00 0 00 49 -0 03 -0 03 -0 01 -0 04 -0 01 15 -0 01 -0 66 0 00 0 00 -0 03 -3 93 0 00 0 00 50 -0 03 -0 03 -0 01 -0 04 -0 01 16 0 03 -3 11 0 00 0 00 -0 01 1 41 0 00 0 00 51 0 00 0 00 0 00 -0 01 0 00 17 0 00 0 09 0 00 0 00 -0 03 3 37 0 00 0 00 52 0 00 0 00 0 00 -0 01 0 00 18 0 03 -2 41 0 00 0 00 -0 02 2 02 0 00 0 00 53 0 66 0 66 -0 02 0 02 0 03 19 0 01 1 01 0 00 0 00 -0 07 5 32 0 00 0 00 54 -0 86 -0 86 0 03 0 02 -0 03 20 0 01 1 08 0 00 0 00 -0 07 -5 38 0 00 0 00 55 0 69 0 69 -0 02 0 01 0 03 21 0 09 -5 36 0 00 0 00 -0 03 2 15 0 00 0 00 56 -0 84 -0 84 0 03 0 01 -0 03 22 0 09 -5 39 0 00 0 00 -0 03 2 21 0 00 0 00 57 1 08 1 08 -0 04 0 02 0 05 23 0 02 2 98 0 00 0 00 0 00 0 13 0 00 0 00 58 1 09 1 09 -0 04 0 02 0 05 24 0 00 0 36 0 00 0 00 -0 02 3 20 0 00 0 00 59 0 68 0 68 -0 03 -0 02 0 03 25 0 02 4 04 0 00 0 00 0 01 1 86 0 00 0 00 60 -0 68 -0 68 0 02 -0 01 -0 03 26 -0 01 2 05 0 00 0 00 -0 02 4 18 0 00 0 00 61 0 07 0 07 -0 01 -0 04 -0 02 27 0 02 4 51 0 00 0 00 0 01 2 32 0 00 0 00 62 0 07 0 07 -0 01 -0 04 -0 02 28 -0 01 2 51 0 00 0 00 -0 02 4 66 0 00 0 00 29 0 01 1 62 0 00 0 00 -0 01 1 18 0 00 0 00 30 0 01 -0 96 0 00 0 00 -0 01 1 84 0 00 0 00 DEFLECTIONS RATIO• 31 0 08 5 20 0 00 0 00 -0 04 2 47 0 00 0 00 Lateral Defl Vertical Defl 32 0 06 5 72 0 00 0 00 0 00 -0 11 0 00 0 00 Load Top Of Col Midspan Of Col 33 0 07 6 20 0 00 0 00 0 00 0 34 0 00 0 00 Id Left Right LT 1 1 -2 2 -RT 34 0 06 3 80 0 00 0 00 -0 06 -3 74 0 00 0 00 35 0 01 4 13 0 00 0 00 0 01 3 41 0 00 0 00 47 8893 9639 17940 4755 15669 36 -0 01 3 44 0 00 0 00 -0 01 4 09 0 00 0 00 48 8893 9639 17940 4755 15669 37 0 01 3 31 0 00 0 00 0 01 2 61 0 00 0 00 49 7429 8053 15057 3979 13147 38 -0 01 2 64 0 00 0 00 -0 01 3 27 0 00 0 00 50 7429 8053 15057 3979 13147 39 -0 01 3 44 0 00 0 00 -0 01 4 10 0 00 0 00 51 99999 99999 92044 29001 96789 40 0 01 4 12 0 00 0 00 0 01 3 42 0 00 0 00 52 99999 99999 92044 29001 96789 41 0 01 3 53 0 00 0 00 0 01 2 54 0 00 0 00 53 286 312 7086 8653 4220 42 -0 01 56 0 00 0 00 -0 01 3 50 0 00 0 00 54 221 241 4187 10469 3602 43 -0 01 2 15 0 00 0 00 -0 01 2 15 0 00 0 00 55 275 300 7590 14936 3762 44 0 01 2 72 0 00 0 00 0 01 2 67 0 00 0 00 56 225 244 3969 21582 3946 45 0 01 4 03 0 00 0 00 0 02 5 31 0 00 0 00 57 176 191 2897 7324 2602 46 0 01 4 03 0 00 0 00 0 02 5 31 0 00 0 00 58 174 189 2752 7181 2582 SHEET 133 of 143 I Job No 3980 I modify 1 CustomerI Clallam Builde S Ex In I Date 1 6/12/2008 DescriptionI Westport Shipyard Pa nt I Designed ByI FJR I Checked ByI DB Design Summary Report 5/28/08 10 19am MO MI NM MS IIIIII 1.1 11.0 HCI Steel Buildings Inc. 6/12/2008 Page 267 Of 285 Page 268 Of 285 Job No 1 3980 I modify I Job No 1 3980 I modify Customer I In I ate Clallam Builde Ex I D 1 6/12/2008 A I Customer Clallam Builde Ex In I Date 1 6/12/2008 HCI STEEL Ce Description Westport Shipyard Pa of 1 Designed B3j 836 i Descri Westport we�r��r Shipyard Pa 1 D eafened Rn FJR SYSTEMS. INC. HCI STEEL BUILDING 3980 Design Summary Report 5/28/08 10 19am 59 278 303 4287 9526 4313 60 277 302 5487 12099 3564 61 2902 3159 10061 4441 5666 62 2902 3159 10061 4441 5666 MAX DEFLECTION Type Deflect Span /Deflect Limit Live Vertical -0 03 6079 180 Horizontal Drift 1 09 175 60 P -DELTA CHECK.(50 fective Length) Left Column. Right Column. Int Col 1 Int Col 2 Max Deflect Ratio 0 0486 O 0485 O 0493 O 0494 ENDWALL VERTICAL DEFLECTION Column Vertical Up vertical Down 10 00 54 0 01 62 0 01 24 00 58 0 01 62 0 01 10 00 54 0 01 62 0 01 24 00 58 0 01 62 0 01 3980 Flange Hole Check 5/28/08 10 19am OUTSIDE FLANGE CHECK INSIDE FLANGE CHECK. SHEET 134 of 143 M. I MI MI IlI= IN 3980 Flange Hole Check 5/28/08 10 19am Eff Net/ Surf Mem Seg Sec Girt/ Flange Hole Gross Max_UC Id Id Id Id Purlin Width Thick Dia Limit Load UC 2 2 2 7 1 6 000 0 250 0 625 1 008 22 0 26 2 2 2 9 2 6 000 0 250 0 625 1 008 33 0 06 2 3 3 12 3 6 000 0 250 0 625 1 008 31 0 09 2 3 3 14 4 6 000 0 250 0 625 1 008 20 0 06 2 3 3 16 5 6 000 0 250 0 625 1 008 22 0 11 2 4 4 19 6 6 000 0 250 0 625 1 008 40 0 04 2 4 4 21 7 6 000 0 250 0 625 1 008 34 0 34 2 4 4 22 8 6 000 0 250 0 625 1 008 31 0 44 Eff Net/ Col Mem Seg Sec Flange Hole Gross Max_UC Id Id Id Id Width Thick Dia Limit Load UC Max first order drift (in) 1 86 1 2 10 6 000 0 250 0 875 0 901 22 0 18 Max second order drift (in) 1 84 1 3 3 11 6 000 0 250 0 875 0 901 22 0 18 Ratio second /first 0 99 2 3 3 17 6 000 0 250 0 875 0 901 20 0 17 2 4 4 18 6 000 0 250 0 875 0 901 20 0 18 Location Load Deflect Load Deflect 3980 Rigid Frame Clearances VERTICAL CLEARANCE Location Span X Coord Y_Coord Left_Col 15 00 -06' 10 -00' 15 00 -06' Right_Col 16 04 -08 32 11 -15 16 04 -08 Midspan 16 00 -00' 24 00 -06' 16 00 -00" 5/28/08 10 19am HCI Steel Buildings Inc. 6/12/2008 1:1 I Job No 1 3980 I modify CUetomer I Clallam Builde 6 Ex In I Date 1 6/12/2008 Descript onl Westport Shipyard Paint I Designed By' FJR SYSTEMS. INC. I 1 I Checked By DB HCI STEEL BUILDING 3980 Rigid Frame Clearances 5/28/08 10 19am Int_Col 1 15 04 -14 10 00 -00' 15 04 14 Int_Col 2 15 11 14 24 00 -00' 15 11 14 HORIZONTAL CLEARANCE 3980 Rigid Frame Design Warnings No Warnings 5/28/08 10 19am Page 269 Of 285 Page 270 Of 285 1:1 I Job No I modify Customer' Clai Clallam Builde 6 Ex In I Date 1 6/12/2008 Description' Westport Shipyard Paint I Designed eyl FJR HCI STEEL BUILDING SYSTEMS, INC. I 1 I Checked Byl DB I' *3980 1)JOBID• 3980 Rigid Frame Design Input Echo 5/27/08 2 13pm Location Span X_Coordl X_Coord2 2)PROGRAM OPTIONS Frame Frame Stress Frame No_Of End_Conn Splice Frame Frame Left_Col Int_Col 1 9 02 -00' 10 -00" 10 00 -00" Id Type Space Space Cycle Lt Rt Fi Option Option_Id Int_Col 1 Int_Col 2 14 00 -00' 10 00 -00' 24 00 -00' 2 RF 5 00 18 70 7 P P 1 00 Int_Col 2 Right_Col 9 00 -00" 24 00 -00" 33 00 -00' SHEET 135 of 143 3)ANALYSIS OPTIONS *Plate Depth Frame Column_Dep_Opt(in) Rafter_Dep_Opt(in) Web_Stiffener Opt Opt Sym Typ Min Max Typ Min Max Use Ratio Side P -Delta N N N C 8 00 36 00 C 10 00 60 00 N 0 00 Y EL 4)DESIGN CODE *Design Steel_Code Build Seismic Code Cold Hot Country Code Year Zone WS NAUSO1 AISCO5 IBC 06 D 5)DESIGN CONSTANTS ---Strength_Factor--- ----Stress_Ratio---- Seismic Frame Col EP BP Wind Frame SpcEP 1 03 1 03 1 03 1 03 1 0000 1 7000 1 7 6)STEEL YIELDS Web Flg C_Sec W_Sec R_Sec P_Sec T_Sec U_Sec EP BP 50 0 55 0 55 0 50 0 50 0 35 0 46 0 36 0 55 0 55 0 7)DEFLECTION LIMITS Vertical Horizontal Weak Live Total Total Seis Crane Axis 180 0 0 0 60 0 60 0 100 0 60 0 8)REPORTS Input Design End Base Revise Action Sec Flange Segment Unbrc Floor Cable Echo Summary Plate Plate Input Stress Prop Brace Displ Len React React I Y 4 Y Y 'N N 'Y N N Y Y OM UM i MN HCI Steel Buildings Inc. Job No 1 3980 I Customer I Clallam Builde Ex In HCI STEEL BUILDING I Description' Westport Shipyard Pa nt SYSTEMS. INC. 9)BUILDING SHAPE No X_Coord Surf (ft) 3 0 0000 34 0000 34 0000 (10)MEMBER DEPTHS *Surf Id 1 2 3 Depth(in) Start End 9 500 9 500 17 500 17 500 11 500 11 500 Y_Coord (ft) 16 5833 18 0000 0 0000 (11)MEMBER SPLICES Surf No Splice Splice Id Splice Loc(ft) Type 1 0 2 1 0 0000 VEE 3 1 0 0000 VEE (12)SEGMENT PLATES *No Surf Mem Seg Seg *Seg Id Id Id Len(ft) 4 1 1 1 0 0000 2 2 2 0 0000 2 3 3 0 0000 3 4 4 0 0000 Offset lin) 0 000 9 000 0 000 No Interior_Depths Dep Loc(ft) Depth(in) 0 1 16 5295 17 500 0 Member Part (15)BASE ELEVATION /WALL OPTIONS *Base Base Frame Open Id Elev Space Height 1 0 00 18 70 0 0000 Left Column 2 0 00 18 70 0 0000 Right Column modify Date 1 6/12/2008 Designed By' FJR Checked By' DB Flange Plate_Thickness(in) Wid 6 00 0 2500 0 2500 0 3750 5 00 0 1644 0 2500 0 2500 5 00 0 1644 0 2500 0 2500 6 00 0 1644 0 3750 0 3750 (13)INTERIOR COLUMNS No Col Col Col Col Connection Rafter Unbrace_Length Col Col Col Id Typ Rot Loc Bot Top Opt Major Minor Set Size 0 (14)TAPERED INTERIOR COLUMNS *Col Col Depth No Start Web_Depth Web Flg OS_Flg IS_Flg Id Shape Min Max Mem Locate Start End Thick Width Thick Thick me me we I• am am I• 6/12/2008 Page 271 Of 285 1111 I Job No 1 3980 I modify Customer I Clallam Builde S Exc In I Date 6/12/2008 Description' Westport Shipyard Pa nt I De igned By' FJR HCI STEEL BUILDING SYSTEMS, INC. I I Checked By DB (16)BASE DISPLACEMENT *Base Displace Spring Id Opt Dir (in) (k /in) 0 0 000 0 000 (17)WALL GIRTS *Surf Girt Girt Id Type Size 1 ZF 8Z25U16 3 ZF W8x10 (18)ROOF PURLINS *Surf Purl Purl Id Type Size 2 ZB 8Z25U12 (22)BASIC LOADS Dead Live psf psf 3 50 12 55 SHEET 136 of 143 Snow Collat psf psf 25 00 8 00 Girt Girt Girt Bay Depth Proj Lap Id 8 00 0 00 0 000 5 0 00 0 00 0 000 2 Purl Purl Purl Depth Proj Lap 9 00 0 00 1 875 (20)SIDEWALL EXTENSIONS *Surf No Ext Extension_Size Id Ext Id Type Elev Width 1 0 3 0 Basic Wind psf 22 76 No Purl 9 No Girt Location(ft) 3 3 667 7 333 12 333 0 Peak Space 0 667 (19)FLANGE BRACES Surf No Flange_Brace_At Id Brace Girt /Purlin Number 1 1 2 3 2 9 1 2 3 4 5 6 7 8 9 3 0 Deflection Load Ratio Snow Wind Seis 1 00 1 00 1 00 Set_Of Space 6 Temperature Change 0 0 Set_Space Space No 3 500 1 5 000 1 3 563 1 4 500 3 5 000 1 1 401 2 -Facia Size Load Slope Elev Height Slope Width Page 17' Of 285 (21)EXTENSION LOADS *Ext Dead Collat Live Snow Windl_Coeff Wind2_Coeff Long_Wind Facia_Wind Seis *Id psf psf psf psf Left Right Left Right Left Right Left Right k MI HCI Steel Buildings Inc. HCI STEEL BUILDING SYSTEMS. INC. (23)BASIC LOADS AT EAVE Seismic- Weak_Axis_L Load SpcEP Wind Seis k k k k 1 54 3 55 0 00 0 00 (24)WIND COEFFICIENTS Surf Wind_1 Wind_2 Id Left Right Left Right 1 0 22 -0 47 0 58 -0 11 2 -0 87 -0 55 -0 51 -0 19 3 -0 47 0 22 -0 11 0 58 (25)LONGITUDINAL BRACING LOADS -Wind Horiz Vert 2 78 2 71 0 00 0 00 (26)DESIGN LOADS Strength *Load *No Id 36 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Dead 0 00 00 00 00 00 00 00 00 00 00 00 00 00 00 60 60 60 60 60 60 Description Seismic Hor Vert 6 78 6 62 Left Column 0 00 0 00 Right Column -Wind _l -Wind Coll Live Snow Lt Rt Lt Rt 1 00 1 00 0 00 0 00 0 00 0 00 0 00 1 00 1 00 0 00 0 00 0 00 0 00 0 00 1 00 0 00 1 00 0 00 0 00 0 00 0 00 1 00 0 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 O 00 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 75 0 00 0 75 0 00 0 00 0 00 1 00 0 75 0 00 0 00 0 75 0 00 0 00 1 00 0 75 0 00 0 00 0 00 0 75 0 00 1 00 0 75 0 00 0 00 0 00 0 00 0 75 1 00 0 00 0 75 0 75 0 00 0 00 0 00 1 00 0 00 0 75 0 00 0 75 0 00 0 00 1 00 0 00 0 75 0 00 0 00 0 75 0 00 1 00 0 00 0 75 0 00 0 00 0 00 0 75 O 00 0 00 0 00 1 00 0 00 0 00 0 00 O 00 0 00 0 00 0 00 1 00 0 00 0 00 O 00 0 00 0 00 0 00 0 00 1 00 0 00 O 00 0 00 0 00 0 00 0 00 0 00 1 00 O 00 0 00 0 00 0 00 0 00 0 00 0 00 O 00 0 00 0 00 0 00 0 00 0 00 0 00 6/12/2008 Job No 3980 Customer Clallam Builde Ex Westport Shrpyard Pa nt Weak_Axis R Wind Seis k k 0 00 0 00 Long_Wind 1 2 0 63 -0 63 0 87 -0 87 0 63 -0 63 Load Coefficients Torsion Wind Seis k k 2 62 3 93 Surface Friction 0 00 0 00 0 00 modify 1 In 1 Date 1 6/12/2008 'Designed By4 FJR Checked By I DB Long_Wind 1 O 00 0 00 O 00 0 00 O 00 0 00 O 00 0 00 O 00 0 00 0 00 0 00 O 00 0 00 0 00 0 00 O 00 0 00 O 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 000 000 000 000 O 00 0 00 O 00 0 00 O 00 0 00 1 00 0 00 1 00 0 00 EW_Brace Wind Seis k k 0 00 0 00 Page 273 Of 285 Seismic Aux_Load Long Tran Id Coeff 0 00 0 00 0 0 00 0 00 0 00 0 0 00 0 00 0 00 0 0 00 0 00 0 00 0 0 00 0 00 0 00 0 0 00 O 00 0 00 0 0 00 O 00 0 00 0 0 00 O 00 0 00 0 0 00 O 00 0 00 0 0 00 O 00 0 00 0 0 00 0 00 0 00 0 0 00 0 00 0 00 0 0 00 0 00 0 00 0 0 00 0 00 0 00 0 0 00 0 00 0 00 0 0 00 O 00 0 00 0 0 00 0 00 0 00 0 0 00 O 00 0 00 0 0 00 O 00 0 00 0 0 00 O 00 0 00 0 0 00 SHEET 137 of 143 I Job No l 3980 Customer Clallam Builde Ex Description' Westport Shrpyard Pa nt HCI STEEL BUILDING SYSTEMS. INC. 21 0 60 0 00 0 00 0 00 0 00 0 00 0 00 0 00 22 0 60 0 00 0 00 0 00 0 00 0 00 0 00 0 00 23 1 12 1 12 0 00 0 00 0 00 0 00 0 00 0 00 24 1 12 1 12 0 00 0 00 0 00 0 00 0 00 0 00 25 1 09 1 09 0 75 0 00 0 00 0 00 0 00 0 00 26 1 09 1 09 0 75 0 00 0 00 0 00 0 00. 0 00 27 1 09 1 09 0 00 0 75 0 00 0 00 0 00 0 00 28 1 09 1 09 0 00 0 75 0 00 0 00 0 00 0 00 29 0 48 0 00 0 00 0 00 0 00 0 00 0 00 0 00 30 0 48 0 00 0 00 0 00 0 00 0 00 0 00 0 00 31 1 12 1 12 0 00 0 00 0 00 0 00 0 00 0 00 32 1 09 1 09 0 75 0 00 0 00 0 00 0 00 0 00 33109109 000 075 000 000 000 000 34 0 48 0 00 0 00 0 00 0 00 0 00 0 00 0 00 35 1 00 1 00 0 00 1 00 0 00 0 00 0 00 0 00 36 1 00 1 00 0 00 1 00 0 00 0 00 0 00 0 00 (27)DESIGN LOADS Deflection *Load *No Id Dead Coll 16 37 1 00 1 00 38 1 00 1 00 39100100 40 1 00 1 00 41 1 00 0 00 42 1 00 0 00 43 0 00 0 00 44 0 00 0 00 45 0 00 0 00 46 0 00 0 00 47 0 00 0 00 48 0 00 0 00 49100100 50100100 511 00100 52100100 (28)DESIGN LOADS Special *Load *No Id Dead Coll 6 53 1 37 1 37 Live 1 00 1 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 0 00 0 00 0 00 0 00 Load Coefficients Wind_1- Snow Lt Rt 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 00 0 00 1 00 0 00 0 00 O 00 0 00 0 00 O 00 0 00 0 00 O 00 0 70 0 00 O 00 0 00 0 70 0 00 0 00 0 00 O 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 O 00 0 00 0 00 1 00 0 00 0 00 1 00 0 00 0 00 Wind_2- Lt Rt 0 00 0 00 O 00 0 00 O 00 0 00 O 00 0 00 O 00 0 00 O 00 0 00 O 00 0 00 0 00 0 00 O 70 0 00 O 00 0 70 O 00 0 00 O 00 0 00 0 00 0 00 0 00 0 00 O 00 0 00 0 00 0 00 Load Coefficients Wind_1- Wind_2- Live Snow Lt Rt Lt Rt 0 00 0 20 0 00 0 00 0 00 0 00 modify In Date 1 6/12/2008 Designed By4 FJR 1 Checked By I DB O 00 0 00 0 00 O 00 O 00 D 00 O 00 O 00 0 00 0 00 O 00 O 00 O 00 0 00 O 00 O 00 1 00 -1 00 O 00 O 00 0 00 0 00 O 00 O 00 0 00 O 00 O 00 O 00 0 00 O 00 O 00 0 00 Long_Wind 1 2 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 O 70 -0 70 0 00 0 00 0 00 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 Long_Wind 1 2 0 00 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 00 00 00 00 00 00 00 00 00 70 52 52 70 00 00 Seismic Long Tran 0 00 0 00 0 00 0 00 O 00 0 00 O 00 0 00 0 00 0 00 0 00 0 00 O 00 0 00 0 00 0 00 O 00 0 00 O 00 0 00 O 00 0 00 O 00 0 00 0 00 0 70 0 00 -0 70 0 00 0 00 0 00 0 00 Page "74 Of 285 0 00 0 00 0 70 -0 70 0 52 -0 52 0 52 -0 52 0 70 -0 70 0 00 0 00 0 00 0 00 0 00 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 00 0 00 0 00 0 00 0 00 0 00 0 00 O 00 O 00 O 00 O 00 0 00 0 00 0 00 1 00 1 00 Aux_Load Id Coeff 0 0 00 0 0 00 0 0 00 O 0 00 0 0 00 O 0 00 O 0 00 0 0 00 0 0 00 O 0 00 O 0 00 O 0 00 O 0 00 0 0 00 1 1 00 1 1 00 Seismic Aux_Load Long Tran Id Coeff O 00 1 00 0 0 00 111111 111111 111111 m 1 m am m 1 1 1 1 NM 1 I♦ g IIIIII HCI Steel Buildings Inc. 6/12/2008 Job No' Customs I Clallam Builde Ex Description Clai Westport Shipyard Pa nt HCI STEEL BUILDING SYSTEMS. INC. 54 1 37 1 37 55 0 73 0 00 56 0 73 0 00 57 1 37 1 37 58 0 73 0 00 (29)AUXILARY LOADS *No Aux Aux *Aux Id Name 1 1 Snow Drift (30)ADDITIONAL LOADS *No Add Surf Basic *Add Id Id Type 1 1 2 (31)FLOOR BEAMS Bay No Beam Id Beam Id 1 0 (33)CRANE BRACKET *Crane Bayld Crane Crane *No Id Lt Rt Type Height 0 0 0 0 0 0 00 00 00 00 00 (34)FRAME LINES No *Line Frame_Line_Id 4 2 3 4 5 0 20 O 00 0 00 O 20 O 00 Load Type D b 00 O 00 0 00 O 00 O 00 0 0 0 0 0 00 00 00 00 00 (32)CABLES Bay No Cable Cable Cable Cable Id Cable Id Level Type Area 1 0 0 0 0 0 0 No _Add Add_Comb Loads Id Coeff 1 1 1 00 00 00 00 00 00 Fx Fy W1 W2 0 000 -1 230 O 00 O 00 O 00 O 00 O 00 modify In I Date I Designed By' FJR I Checked By I DB 0 0 0 0 0 00 00 00 00 00 O 00 O 00 O 00 0 00 O 00 Beam Con_Type Con_Loc Beam Properties Ht Lt Rt Lt Rt Area Ixx (35)DESIGN PLATES *No Plate Plate_Size- Bolt Bolt Plt Type Id Width Thick Dia Gage 0 Top -Bottom Row Space Row Space Page 275 Of 285 6/12/2008 0 00 -1 00 O 00 1 00 O 00 1 00 1 00 0 00 1 00 0 00 0 0 0 0 0 Mom Dx Dy Conc Co D11 D12 Dist 0 00 20 350 34 030 0 0 0 0 0 00 00 00 00 00 Beam Offset Bracket Col_Sup Depth Width Left Right Type Opt Select Lt Rt HCI STEEL BUILDING SYSTEMS. INC. (36)SPECIAL FAB DATA No Piece Piece *Piece Id Key 0 (37)ENDWALL COLUMNS *Wall Expand_EW No Id Use Offset Column 1 Y 4 000 0 3 Y 4 000 0 3980 Rigid Frame Design Code STRUCTURAL CODE Design Basis Hot Rolled Steel Cold Formed Steel BUILDING CODE Wind Code Year Seismic Zone SHEET 138 of 143 MODULUS OF ELASTICITY Hot Rolled Steel Cold Formed Steel I Job No 3980 I modify I Customer I Clallam Builde Ex In I Date 1 6/12/2008 Description' Westport Shipyard Pa nt I Designed Byl FJR BASE PLATE BOLT SIZE IBC 06 D Column Column Locate Offset WS AISCO5 NAUS01 29000 (ksi 29500 (ksi 3980 Base Plate and Anchor Bolt Design Column_Sase Plate_Size(in) Bolts(A307 Loc Typ Depth Width Length Thick Row Diam Gage Left P 10 1 6 0 10 13 0 500 2 0 750 3 00 Right P 12 3 6 0 12 25 0 500 2 0 750 3 00 I Checked By I DB 5/28/08 10 19am 5/28/08 10 19am Page 276 Of 285 MN M MI NM i MO MI OM UM MMI HCI Steel Buildings Inc. 6/12/2008 Job No 1 3980 I modify 1 Customer 1 Clallam Builde 6 Ex In I Date 6/12/2008 Descriptaonl Westport Shipyard Pa nt I De ngned Byl FJR HCI STEEL BUILDING SYSTEMS. INC. 1 I Checked Byl DB 3980 Base Plate and Anchor Bolt Design BASE REACTIONS b)Loads shown are full loads Design results are adjusted for seismic strength factor (1 275) ---Unity_Check--- Splice Thick Dia_Required EP Bolt Bolt Id Typ Reg Top Bot Bend Top Bot 1 VEE 0 41 0 568 0 493 0 67 0 57 0 43 2 VEE 0 42 0 592 0 528 0 72 D 62 0 50 5/28/08 10 19am Page 277 Of 285 I Job No 1 3980 I modify 1 F Customer l Clallam Builde S Ex In I Date 1 6/12/2008 Descrsption1 Westport Shipyard Pa nt I Designed ByI FJR SYSTEMS, INC. 1 l Checked ByI DB HCI STEEL BUILDING 3980 WELDS Column Max_Comp- Max_Tens- Max_Shear Weak_Axis Loc Ld Fy(k Ld Fy(k Ld Fx)k Tens Moment Outside_Flange_To_Bep Inside_Flange_To_Bep Web_To_Bep- Splice Shear(k/in Shear(k/in Shear(k/in Left 35 13 1 19 9 1 12 3 7 0 0 0 0 Id Side Size Typ Calc Rn /sf Size Typ Calc Rn /sf Size Typ Calc Rn /sf Right 35 19 8 22 -6 5 18 3 6 0 0 0 0 1 L 0 188 F2 2 09 2 78 0 188 F2 1 91 2 78 0 188 F2 0 23 2 78 WELDS 1 R 0 250 F2 2 86 3 71 0 188 F2 1 91 2 78 0 188 F2 0 23 2 78 2 L 0 250 F2 3 12 3 71 0 188 F2 2 20 2 78 0 188 F2 0 22 2 78 2 R 0 250 F2 2 96 3 71 0 188 F2 2 07 2 78 0 188 F2 0 22 2 78 Outside_Flange_To_Base Inside_Flange_To_Base Web_To_Base Base Shear(k /in Shear(k/in Shear(k/in Id Size Typ Calc Rn /sf Size Typ Calc Rn /sf Size Typ Calc Rn /sf 3980 Stiffener Report 5/28/08 10 19am Left 0 188 81 0 76 2 78 0 188 81 0 76 2 78 0 188 F2 0 20 2 78 Right 0 188 81 0 54 2 78 0 188 81 0 54 2 78 0 188 F2 0 16 2 78 3980 Bolted- End -Plate Design 5/28/08 10 19am STIFFENER SIZE Stiffener Web(in) -Stif£ener_Size(in)- Splice Member Web Splice)in)- Ten Load(k f -k Bolts(A325 Location No Depth Thick Width Thick Length Id Typ Loc Depth Width Thick Loc Id Axl Shr Mom Row Diam Space Gage Left Col 1 9 50 0 250 2 50 0 250 9 50 1 VEE 1 2 17 50 6 0 0 500 Top 54b 2 10 73 2 0 750 4 00 3 00 Right Col 1 11 50 0 164 2 50 0 250 11 50 Bot 55b 0 49 0 750 4 00 3 00 2 VEE 3- 4 17 50 6 0 0 500 Top 53b 2 10 80 2 0 750 4 00 3 00 Bot 22 -4 6 44 2 0 750 4 00 3 00 STIFFENER DESIGN WELDS SHEET 139 of 143 Stiffener Yield 50 0 (ksi Bolted- End -Plate Design 5/28/08 10 19am Stiffener Tension(k Compression(k Max Location Load Calc Pn /sf Load Calc Pn /sf UC Left Col 20 18 8 37 4 14 23 4 84 2 0 50 Right Col 22 22 9 37 4 33 25 3 98 0 0 61 Page 278 Of 285 MI OM INN I= UM MI HCI Steel Buildings Inc 6/12/2008 Page 279 Of 285 Job No 1 3980 I modify I I Job No 1 3980 modify I Cue tomes Clallam Builde s Ex In Date 6/1 2/2008 I,.w Customer I Clallam Builde Ex In Date 1 6/12/2008 Descriptio Westport Shipyard Pa nt Designed B FJR I Description HCI STEEL BUILDING HGI STEEL BUILDING Westport Shipyard Paint De rgned By' FJR SYSTEMS, INC. 1 I Checked By' DB SYSTEMS, INC. I Checked By I DB 3980 Stiffener Report 5/28/08 10 19am Stiff_TO_Flg /EP Stiff_TO_Web---- Stiffener Shear(k /in Shear(k/in Location Size Typ Calc Rn /sf Size Typ Calc Rn /sf Left Col Right Col 3980 Flange Brace Report 5/28/08 10 19am Flange Brace Yield- 50 0 ksi Girt /Purlin Yield= 55 0 ksi Flange Brace Bolt 0 500 (A325 0 188 F2 1 88 2 78 0 188 01 1 23 2 78 0 188 F2 2 29 2 78 0 188 01 0 65 2 78 3980 Weld Report Web To Flange Calc_Max_Weld_Shear- Weld_Provided Member Segment Section Load Shear Size Rn /sf No Id Id Id Id (k /in (in) (k /in Type Side 1 1 4 20 0 40 0 188 2 78 F 1 2 2 5 35 0 50 0 188 2 78 F 1 3 3 21 35 0 72 0 188 2 78 F 1 5/28/08 10 19am 3980 FLANGE PLATE (a) WEB PLATE (b) Surf No Web Brace Calc Brace_UC Conn Lt Col 14 3 2 45 3 29 5 0 250 12 40 17 96 0 250 12 40 17 96 Id Brace Loc Side Part Depth Dist Force Comp Tens UC Rt Col 35 2 6 45 1 29 6 0 164 13 90 16 79 0 164 13 90 16 79 1 0 2 4 1 2 L2x 075 17 50 22 50 0 14 0 07 0 05 0 03 (a)DS_BUILD(frame37) =4 see help 4 2 L2x 075 17 50 22 50 0 41 0 21 0 16 0 09 (b)DS_BUILD(frame36) =3 see help 7 2 L2x 075 17 50 22 50 0 19 0 10 0 08 0 04 8 2 L2x 075 17 50 22 50 0 25 0 13 0 10 0 06 3 0 3980 FRAME Id 2 Type RF Line Id= 2 3 4 5 MEMBERS SHEET 140 of 143 4 4 22 22 0 36 0 188 2 78 F 1 Initial Required Width Thick Width Thick Locate (in) (in) (in) (in) Lt Col 600250 600250 Rt Col 6 0 0 375 6 0 0 375 Id Id 1 Len Wid(Strt Endl Special Segment Report 5/28/08 10 19am Initial Required--- Load Shear Web Shear Shear Web Shear Shear Axial Moment Force Thick Calc Allow Thick Calc Allow Locate Id (k (f k (k (in) (ksi (ksi. (in) (ksi (ksi Design Summary Report 5/28/08 10 19am Mem Segl Flange IWeb_Depthl Plate_Thickness 1 Max_UCV 1 Max_UCO 1 Max_UCI Web 0 -flg I flg11d Ld UcvlId Ld UcolId Ld Uci Page 280 Of 285 MI MI MO N N MN MN 11.1 111. HCI Steel Buildings Inc. 6/12/2008 HCI STEEL BUILDING SYSTEMS. INC. 3980 Design Summary Report 1 1 15 8 6 0 9 5 9 5 0 250 0 250 0 375 4 20 0 09 4 14 0 65 4 14 0 76 2 2 15 8 5 0 17 5 17 5 0 164 0 250 0' 50 5 35 0 59 12 35 0 73 12 35 0 71 3 3 16 4 5 0 17 5 17 5 0 164 0 250 0 '50 21 35 0 85 14 35 0 75 14 15 0 90 4 4 17 2 6 0 11 5 11 5 0 164 0 375 0 375 22 22 0 16 22 16 0 52 22 35 0 90 LOAD COMBINATIONS 14 DL +CL +0 75SL +0 75WR2 15 0 60DL +WL1 16 0 60DL +WR1 20 0 60DL -LW1 22 0 60DL -LW2 35 DL +CL +SL +AUX1 WEIGHTS Member Weight (lb) Page 281 Of 285 Job No I 3980 I modify I I Job No' 3980 Customer) Clallam Builde 6 Ex In I Date 6/12/2008 Customer' Clallam Builde Ex In Description' Westport Shipyard Paint I Designed ByI FJR 1:1 Description Westport Shipyard Pa nt Checked ByI DB HCI STEEL 1 2 3 4 322 289 300 371 REACTIONS (Sidewall Columns) Total Weight (1b) Frame Members Interior Col Conn Plates Base Plates Trans Stiff 1283 0 82 19 0 1384 5/28/08 10 19am DEFLECTIONS (in) Load Left_Column Right Column Id Fx(k Fy(k Fz(k M(f k Fx(k Fy(k Fz(k M(f k Lateral Defl Load Top Of Col Vert Defl 1 1 75 8 26 0 00 0 00 -1 75 8 32 0 00 0 00 Id Left Right Midspan 2 1 75 8 26 0 00 0 00 1 75 8 32 0 00 0 00 3 2 63 12 22 0 00 0 00 2 63 12 27 0 00 0 00 37 -0 17 -0 17 -0 77 4 2 63 12 22 0 00 0 00 2 63 12 27 0 00 0 00 38 -0 17 -0 17 -0 77 5 0 31 1 73 0 00 0 00 -0 31 1 78 0 00 0 00 39 -0 25 -0 26 -1 16 6 0 31 1 73 0 00 0 00 -0 31 1 78 0 00 0 00 40 -0 25 -0 26 -1 16 SHEET 141 of 143 modify Date 1 6/12/2008 Designed ByI FJR Checked By I DB 3980 Design Summary Report 5/28/08 10 19am 7 -0 91 1 68 0 00 0 00 2 56 3 46 0 00 0 00 8 3 09 5 39 0 00 0 00 0 92 3 23 0 00 0 00 9 -1 29 3 62 0 00 0 00 -2 18 5 43 0 00 0 00 10 2 71 7 35 0 00 0 00 1 29 5 17 0 00 0 00 11 -0 26 4 62 0 00 0 00 -3 22 6 46 0 00 0 00 12 3 74 8 37 0 00 0 00 0 26 6 18 0 00 0 00 13 -0 63 6 56 0 00 0 00 -2 84 8 43 0 00 0 00 14 3 36 10 34 0 00 0 00 0 64 8 12 0 00 0 00 15 -3 09 -6 30 0 00 0 00 -1 54 -4 18 0 00 0 00 16 2 26 -1 51 0 00 0 00 3 08 -4 35 0 00 0 00 17 3 59 3 72 0 00 0 00 -1 04 -1 55 0 00 0 00 18 1 75 1 12 0 00 0 00 3 58 -1 77 0 00 0 00 19 -0 55 -9 10 2 78 0 00 1 92 -4 10 0 00 0 00 20 -0 54 -3 68 0 00 0 00 1 93 -4 09 0 00 0 00 21 2 04 -6 68 2 78 0 00 0 72 -6 51 0 00 0 00 22 2 03 -1 25 0 00 0 00 0 74 -6 53 0 00 0 00 23 -0 09 3 71 0 00 0 00 -2 06 5 92 0 00 0 00 24 2 03 5 83 0 00 0 00 0 12 3 80 0 00 0 00 25 0 82 6 82 0 00 0 00 -2 42 8 54 0 00 0 00 26 2 40 8 43 0 00 0 00 -0 80 6 93 0 00 0 00 27 1 48 9 76 0 00 0 00 -3 08 11 53 0 00 0 00 28 3 05 11 41 0 00 0 00 -1 45 9 89 0 00 0 00 29 -0 92 -0 21 0 00 0 00 -1 23 1 89 0 00 0 00 30 1 21 1 86 0 00 0 00 0 95 -0 18 0 00 0 00 31 -0 39 -1 22 4 75 0 00 -2 36 6 22 0 00 0 00 32 0 60 3 16 3 53 0 00 -2 64 8 76 0 00 0 00 33 1 26 6 10 3 53 0 00 -3 30 11 76 0 00 0 00 34 -1 22 5 13 4 75 0 00 1 53 2 18 0 00 0 00 35 3 04 13 09 0 00 0 00 3 39 19 81 0 00 0 00 36 3 04 13 09 0 00 0 00 3 39 19 81 0 00 0 00 Page 282 Of 285 1 serBuiin Inc. HCI STEEL BUILDING SYSTEMS. INC. DEFLECTIONS RATIO• Lateral Defl Load Top Of Col Vert Defl Id Left Right Midspan 37 1142 1223 528 38 1142 1223 528 39 744 797 352 40 744 797 352 41 6656 7126 2979 42 6656 7126 2979 43 241 261 919 44 213 232 1665 45 235 257 1314 46 212 231 3563 47 285 307 1055 48 284 306 1057 49 239 260 1108 50 202 220 960 51 555 597 299 52 555 597 299 Job No 3980 Customer I Clallam Builde 6 Ex Descriptaonl Westport Shipyard Pa nt MAX DEFLECTION Type Deflect Span /Deflect Limit Live Vertical -0 77 529 180 Horizontal Drift -0 94 203 60 I modify In I Date 6/12/2008 I Designed Byl FJR Checked By I DB Page 283 Of 285 HCI STEEL BUILDING SYSTEMS. INC. 3980 Design Summary Report 5/28/08 10 19am 41 -0 03 -0 03 -0 14 42 -0 03 -0 03 -0 14 43 0 79 0 79 0 44 44 -0 89 -0 89 0 24 45 0 80 0 80 0 31 46 -0 89 -0 89 0 11 Max 47 0 67 0 67 0 39 Deflect 48 0 67 0 67 0 39 Ratio 49 0 79 0 79 -0 37 50 -0 94 -0 94 -0 42 51 -0 34 -0 35 -1 36 52 0 34 -0 35 -1 36 3980 SHEET 142 of 143 P -DELTA CHECK (Effective Length) Left Column 0 0489 Right Column 0 0487 Max first order drift (in) 1 31 Max second order drift (in) 1 30 Ratio second /first 0 99 3980 OUTSIDE FLANGE CHECK. Job No 1 3980 I modify Customer I Clallam Builde 6 Ex In I Date 1 6/12/2008 Descriptaon1 Westport Shipyard Pa nt 1 Designed Byl FJR Checked Byl 08 Design Summary Report 5/28/08 10 19am Flange Hole Check 5/28/08 10 19am Eff Net/ Surf Mem Seg Sec Girt/ Flange Hole Gross Max_UC Id Id Id Id Purlin Width Thick Dia Limit Load UC 2 2 2 6 1 5 000 0 250 0 625 0 955 14 0 23 2 2 2 8 2 5 000 0 250 0 625 0 955 22 0 28 2 2 2 10 3 5 000 0 250 0 625 0 955 22 0 31 2 3 3 13 4 5 000 0 250 0 625 0 955 15 0 31 2 3 3 15 5 5 000 0 250 0 625 0 955 15 0 33 2 3 3 17 6 5 000 0 250 0 625 0 955 15 0 28 2 3 3 19 7 5 000 0 250 0 625 0 955 33 0 29 2 3 3 20 8 5 000 0 250 0 625 0 955 33 0 45 3980 Rigid Frame Clearances OM MI 6/12/2008 5/28/08 10 19am Page 284 Of 285 IMI1 M EM /12/2 CI S uiI mgs Inc. I I Job No 1 3980 mo dif y I �Yy! Customs I Clallam Builde 6 Exc. Inc I Date 1 6/12/2008 Descri Westport Shipyard Pa nt I Designed BYI FJR HCI STEEL BUILDING SYSTEMS. INC. Checked By 1 DB 3980 VERTICAL CLEARANCE Location Left Col 14 04 -06' 9 -14 14 04 -06' Right_Col 15 08 -08 32 11 -15' 15 08 -08 Midspan 15 00 -04 16 07 -05 15 00 -04 HORIZONTAL CLEARANCE Location Span X Coordl X Coord2 Left_Col Rigid Frame Clearances 5/28/08 10 19am Right_Col 32 01 -10' 10 -02' 32 11 -12 3980 Rigid Frame Design Warnings No Warnings Span X_Coord Y_Coord 5/28/08 10 19am Page 285 Of 285 SHEET 143 of 143 TECHNICAL Permit G %-'9 7 Address I `i U w s Project description -)Op Coins+wc.* o h s 00 s +4 Ot 1 cS --F-I Pa. ssale ut 4 ca,1 11-e+ S k o p Date the permit was finaled 11-01 Number of technical pages a?(Q`d *1-c1-5-0 4' Date Customer Project Location HCI Job Number 3869 This is to certify that the above described building has been designed for the following loads Dead Load Live Load Wind Load Roof Snow Load Collateral Load Additional Loading Considerations 2 x 42' -6 Sidewall Canopy and Loads are applied in accordance with the 2006 IBC Building Code and /or the 2006 MBMA Systems Manual Design is in accordance with the applicable sections of the 2005 AISC and 2001 AISI specifications with 2004 supplement This certification is limited to the design of the metal building components and specifically excludes an analysis of the foundation and parts that may be supplied by anyone other than HCI Steel Building Systems, Inc This certification is for design only no inspection or supervison is implied I EXPIRES /O 9 1 HCI Steel Building Systems Inc 18520 67 Ave N E Arlington Washington 98223 April 2 2008 Clallam Builders Excavating Inc Westport Shipyard Interior Plant 2140 West 18 Street Port Angeles, WA 98363 Building Type Symmetrical Gabled Width 100 -0 Length 85' -0 Eave Height 14 -0 Roof Slope 2 12 Bay Spacing 4 21' -3 Weight of metal building components only 20 psf Enclosure Enclosed 100 mph Wind Imp Factor 1 00 25 0 psf Snow Imp Factor 1 00 8 psf Seismic Imp Factor 1 00 12 x 14' -6 x 14 EH Breezeway at Endwall Sincerely David L Brown, PE i z3-1:119X31 Date Customer Project Location HCI Job Number 3869 Building Type Width Length Eave Height Roof Slope Bay Spacing Dead Load Live Load Wind Load Roof Snow Load Collateral Load HCI Steel Building Systems,Inc 18520 67 Ave N E Arlington, Washington 98223 April 2, 2008 Clallam Builders Excavating Inc Westport Shipyard Interior Plant 2140 West 18 Street Port Angeles WA 98363 Symmetrical Gabled 100' -0 85' -0 14 -0 2 12 4 21'-3 This is to certify that the above described building has been designed for the following loads Weight of metal building components only 20 psf Enclosure Enclosed 100 mph Wind Imp Factor 1 00 25 0 psf Snow Imp Factor 1 00 8 psf Seismic Imp Factor 1 00 Additional Loading Considerations 2'x 42' -6 Sidewall Canopy and Loads are applied in accordance with the 2006 IBC Building Code and /or the 2006 MBMA Systems Manual Design is in accordance with the applicable sections of the 2005 AISC and 2001 AISI specifications with 2004 supplement This certification is limited to the design of the metal building components and specifically excludes an analysis of the foundation and parts that may be supplied by anyone other than HCI Steel Building Systems, Inc This certification is for design only no inspection or supervison is implied EXPIRES /O /2t /4= 12'x 14' -6 x 14 EH Breezeway at Endwall Sincerely David L Brown, PE Date Customer Project Location HCI Job Number 3869 HCI Steel Building Systems Inc 18520 67 Ave N E Arlington Washington 98223 April 2 2008 Clallam Builders Excavating Inc Westport Shipyard Interior Plant 2140 West 18 Street Port Angeles WA 98363 Building Type Symmetrical Gabled Width 100' -0" Length 85' -0 Eave Height 14' -0 Roof Slope 2 12 Bay Spacing 4 21' -3" This is to certify that the above described building has been designed for the following loads Dead Load Live Load Wind Load Roof Snow Load Collateral Load Weight of metal building components only 20 psf Enclosure Enclosed 100 mph Wind Imp Factor 1 00 25 0 psf Snow Imp Factor 1 00 8 psf Seismic Imp Factor 1 00 Additional Loading Considerations 2'x 42' -6 Sidewall Canopy and Loads are applied in accordance with the 2006 IBC Building Code and /or the 2006 MBMA Systems Manual Design is in accordance with the applicable sections of the 2005 AISC and 2001 AISI specifications with 2004 supplement This certification is limited to the design of the metal building components and specifically excludes an analysis of the foundation and parts that may be supplied by anyone other than HCI Steel Building Systems, Inc This certification is for design only no inspection or supervison is implied EXPIRES /0/z8 /o I 12'x 14' -6 x 14' EH Breezeway at Endwall Sincerely, David L Brown PE HCI Steel Buildings, Inc. 4/2/2008 I Job No 1 3869 Customer I CLALLAM BUILDERS AND Description J WESTPORT SHIPYARD INTERIOR MCI STEEL BUILDING I r SYSTEMS, INC. Table of Contents Applicable Design Codes Material Specifications Design Summary Roof Design Main Building Combined Roof Design Front Sidewall Design Back Sidewall Design Left Endwall Design Right Endwall Design RF Design Line 2 RF Design Lines 3 4 5 RF Design Line 6 Breezeway RF Design Line 1 Canopy Beam Design Table Of Contents I modify 1 I Date 1 4/2/2008 Designed BA DLB Checked Ey I V41 1 1 2 2 3 3 4 27 28 214 215 345 346 355 356 377 378 411 412 445 446 464 465 482 483 501 502 517 518 526 Page 1 Of 526 SHEET 1 of 263 Job No 1 3869 Customer I CLALLAM BUILDERS AND Description1 WESTPORT SHIPYARD INTERIOR HCI SIttL BUILDING SYSTEMS, INC, 1 Design Specifications _The Building described in these calculations was designed according to the following design specifications 1 Buiding Code Not rolled sections and built up components have been designed in accordance with AISC 360 -2005 Specification for Structural Steel Building when 2006 International Building Code (2006 IBC) applied. Design can be made according to either Allowable Stress Design (ASD)or load and Resistance Factor Design (LRFD) provisions 1989 Specification for Structural Steel Buildings when other than 2006 IBC building Code applied Allowable Stress Design method. AISC 'American Institute of Steel Construction One East Wacker Drive, Suite 3100, Chicago, Illinois 60601 2001 2 Cold formed components have been designed in accordance with North American Specification for the Design of Cold- Formed Steel Structural Members AISI 'American Iron and Steel Institute" 2001 Edition Including 2004 Supplement 1000 16th Street NW, Washinghton, DC 20036 3 Welding has been applied in accordance with 01 1 /D1 1M Structural Welding Code Steel, AWS 'American Welding Society' 2006 Edition 550 N W Lejeune Road, P 0 Box 351040, Miami,F1 33135 modify I Date 1 4/2/2008 Designed Byl DLB Checked By l V41 Page 2 of 526 HCI Steel buildings, Inc. 4/2/2008 HCI STEEL BUILDING SYSTEMS, INC: Si Materials Specifications No 1 Built -Up Members Hot Rolled Bar ASTM A529 -05 Grade 55 Structural Steel Sheet ASTM A1011 -00 Grade 50 Structural Steel Plate ASTM A572 -04 Grade 50 2 Hot Rolled Members Beams Tubes Pipes Channels 3 Cold- Formed Secondary Galvanized 4 Sheeting Panels Roof s Walls (screw down) 5 X Bracing Members Rods 6 High Strength Bolts 7 Machine Bolts I Job No 1 3869 Customer 1 CLALLAM BUILDERS AND Descript1on11 WESTPORT SHIPYARD INTERIOR MATERIAL SPECIFICATIONS ASTM A 992 -04a ASTM A500 -Ola Grade B ASTM A53 -00 GR B,Type E ASTM A36 -04 Members ASTM A653 -06 SS Grade 55 G -40 1 modify 1 1 Date 1 4/2/2008 Designed B DLB Checked BY! V41 The following is the list of the material standards and specifications for which the building components have been designed. Grade Fy 55 Ksi Minimum Fy 50 ksi Minimum Fy 50 ksi Minimum Fy 50 ksi Minimum Fy 46 ksi Minimum Fy 35 ksi Minimum Fy 36 ksi Minimum Fy 55 ksi Minimum ASTM A653 -05 SS Grade 80 Fy 60 ksi Minimum (26 Ga Roofs ASTM A653 -05 SS Grade 40 Fy 40 ksi Minimum (Standing seam) (24 Ga ASTM A36 -05 Fy 36 Ksi Minimum ASTM A325 -01 TYPE 1 PLAIN ASTM A307 -02 GRADE A, PLAIN Page 3 Of 526 HCI STEEL BUILDING SYSTEMS, INC. SHEET 2 of 263 Job No 1 3869 Customer 1 CLALLAM BUILDERS AND Description] WESTPORT SHIPYARD INTERIOR HCI STEEL PRODUCTS 18520 67 AVE NE ARLINGTON, WA 98223 STRUCTURAL DESIGN CALCULATIONS FOR CLALLAM BUILDERS AND EXCAVATIN 2353 EAST 6th AVE PORT ANGELES, WA 98362 WESTPORT SHIPYARD INTERIOR PLA 2140 WEST 18th STREET BLDG 8 PORT ANGELES, WA 98363 3869 BUILDING DATA Width (ft) Length (ft) Eave Height (ft) Roof Slope (rise /12 Dead Load (psf Roof Live Load (psf Frame Live Load (psf Collet Load (psf Snow Load (psf Wind Speed(mph Wind Code Closed /Open Exposure Importance Wind Importance Seismic 100 0 85 0 14 0/ 14 0 2 00/ 2 00 2 5 20 0 12 0 8 0 25 0 100 0 IBC 06 C D 1 00 1 00 1modify 1 1 Date 1 4/2/2008 Designed B DLB Checked By l V41 Page 4 Of 526 HCI Steel Buildings, Inc. HCI STEEL BUILDING SYSTEMS. INC. FRONT SIDEWALL WEST PORT I modify I I Job No 1 3869 L_Customer' CLALLAH BUILDERS AND Date 1 9/2/2008 Description) SHIPYARD INTERIOR Designed Hy1 DLB I checked my' V41 Seismic Design Category= D Seismic Coeff (Fa *Ss) 1 46 Designer DLB Wind wind Wind 4/ 2/08 Page 5 Of 526 i HC! STEEL BUILDING n1S. INC. LEFT ENDWALL 3869 Design Loads For Building Components 4/ 2/08 9 02am BASIC LOADS SHEET 3 of 263 Job No 1 3869 Customer) CLALLAH BUILDERS AND Description) WESTPORT SHIPYARD INTERIOR Press Suct Long 19 6 -21 6 Girt /Header 24 2 26 2 Panel 19 6 21 4 Jamb 33 6 -22 4 Parapet I modify I Date 1 4/2/2008 Designed By) DLB Checked DP) V41 3869 Design Loads For Building components 4/ 2/08 9 02am Edge_Strip_Ratio Dead Collet Live Snow Basic Wind_Load_Ratio Zone Col/ Load Load Load Load Wind Deflect Factor Width Girt Panel Jamb 2 5 8 0 16 0 25 0 22 4 1 00 1 00 5 60 1 07 1 23 1 07 4/2/2008 Page 6 Of 526 BASIC LOADS AT EAVE Seis Torsion BASIC LOADS Load Wind Seismic Edge_Strip_Ratio---- 0 86 0 00 0 00 Basic Wind_Load_Ratio Zone Col/ Wind Deflect Factor Width Girt Panel Jamb WIND PRESSURE /SUCTION• 22 4 1 00 1 00 5 60 1 07 1 23 1 06 Wind Wind Press Suct WIND PRESSURE /SUCTION 19 6 -21 6 Column Wind Wind Wind 19 6 21 6 Girt /Header Press Suct Long 19 6 -21 4 Jamb 19 6 21 6 Girt /Header 24 2 26 2 Panel 24 2 -26 2 Panel 33 6 22 4 Parapet 19 6 21 4 Jamb 33 6 -22 4 Parapet WIND COEFFICIENTS Surf Rafter_Wind_1 Rafter_Wind_2 Bracing_Wind Long Surface BACK SIDEWALL Id Left Right Left Right Left Right Wind Friction 1 0 00 0 00 0 00 0 00 0 61 -0 90 0 00 .0 00 2 -1 17 -0 72 -0 81 -0 36 1 17 -0 72 1 17 0 00 BASIC LOADS 3 -0 72 -1 17 -0 36 -0 81 -0 72 1 17 -1 17 0 00 Edge_Strip_Ratio 4 0 00 0 00 0 00 0 00 -0 90 0 61 0 00 0 00 Basic Wind Load Ratio Zone Col/ Wind Deflect Factor Width Girt Panel Jamb COLUMN BRACING DESIGN LOADS 22 4 1 00 1 00 5 60 1 07 1 23 1 06 Load Rafter Wind Brace Wind Long Column_Wind Aux_Load No Id Dead Coll Live Snow Left Right Left Right Wind Press Suct Seis Id Coef WIND PRESSURE /SUCTION 20 1 1 00 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 HCI Steel Buildings, Inc. 4/2/2008 HCI STEEL BUILDING SYSTEMS, INC. 1 I Job No 1 3869 I Customer I CLALLAH BUILDERS AND Description) WESTPORT SHIPYARD INTERIOR I modify I I Date 1 4/2/2008 I Designed By4 DLB Checked BPI V41 Page 7 Of 526 Page 8 Of 526 Job No 1 3869 1 modify 1 Customer 1 CLALLRH BUILDERS AND 1 Date 1 9/2/2008 Deear .ptiou1 WESTPORT SHIPYARD INTERIOR Designed By1 DLB NCI STEEL BUDDING SYSTEMS, INC. 1 Checked By I V91 6 ep C 6 3869 Design Loads For Building Components 4/ 2/089 02am a3 ma_— __r==_===3a3mma- .._ate ==...derma. =s.- =a_nAmae 2 1 00 1 00 0 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 3 1 00 1 00 0 75 0 00 0 75 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 0 00 4 1 00 1 00 0 75 0 00 0 00 0 75 0 00 0 75 0 00 0 00 0 00 0 00 0 0 00 5 1 0 0 1 0 0 0 7 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 5 000 0 000 6 1 00 1'00 0 00 0 75 0 75 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 0 00 7 1 0 0 1 0 0 0 0 0 0 7 5 0 0 0 0 7 5 0 0 0 0 7 5 0 0 0 0 0 0 0 0 0 000 0 000 8 1 00 1 00 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 75 0 00 0 0 00 9 060000000000 000 000000 000 100 100 000 000 0 000 10 0 60 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 00 1 00 0 00 0 0 00 11 1 20 1 20 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 0 00 12 1 20 1.20 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 -1 00 0 0 00 13 115115075000 000 000000 000 000 000 000 052 0 000 14 115115075000 000 000000 000 000 000 000 -052 0 000 15 1 15 1 15 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 52 0 0 00 AUXILIARY LOADS 16 1 15 1 15 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 -0 52 0 0 00 No Aux Aux No Add_LOad 17 0 40 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 0 00 Aux Id Name Load Id Coeff 18 0 40 0 00 0 00 0 00 0 00 0 00 0 00 0 DO 0 00 0 00 0 00 -1 00 0 0 00 10 1 E1UNB_SL 1 3 1 0 30 19 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 1 00 2 1 00 20 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 2 1 00 3 0 60 2 E1UNB_SL 2 3 2 0 30 RAFTER DESIGN LOADS 1 1 00 Load Rafter Rafter Wind_2 Long Aux_Load 4 0 60 No Id Dead Coll Live Snow Left Right Left Right Wind Seis Id Coef 3 E1PAT_SL 3 1 5 0 50 31 1 1 00 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 4 E1PAT_SL 4 1 10 0 50 2 1 00 1 00 0 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 5 E1PAT_SL 5 2 5 0 50 3 060000000000100 000 000 000 000 000 0 000 6 050 4 0 60 0 00 0 00 0 00 0 00 1 00 0 00 0 00 0 00 0 00 0 0 00 6 E1PAT_5L 6 3 6 0 50 5 0 60 0 00 0 00 0 00 0 00 0 00 1 00 0 00 0 00 0 00 0 0 00 7 0 50 6 0 60 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 00 0 00 0 0 00 8 0 50 7 0 60 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 00 0 0 00 7 E1PAT_SL 7 3 7 0 50 8 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 70 0 0 00 8 0 50 9 1 OD 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 -0 70 0 0 00 9 0 50 10 1 00 1 00 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 52 0 0 00 8 E1PAT_SL 8 2 9 0 50 11 1 00 1 00 0 75 0 00 0 00 0 00 0 00 0 00 0 00 -0 52 0 0 00 10 0 50 12 1 00 1 00 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 52 0 0 00 9 E1PAT SL 9 4 5 0 64 13 1 00 1 00 0 00 0 75 0 00 0 00 0 00 0 00 0 00 -0 52 0 0 00 7 0 64 14 0 60 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 70 0 0 00 8 0 64 15 060000000000000 000 000 000 0 00 -0 70 0 00D 10 0 64 16 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 1 00 10 E1PAT_SL10 2 6 0 64 17 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 2 1 00 9 0 64 18 1 00 1 00 0 00 0 50 0 00 0 00 0 00 0 00 0 00 0 00 5 1 00 19 1 00 1 00 0 00 0 50 0 00 0 00 0 00 0 00 0 00 0 00 6 1 00 ADDITIONAL LOADS SHEET 4 of 263 3869 Design Loads For Building Components 4/ 2/08 9 02am 33 2 0 1 0 0 1 0 0 0 0 0 0 5 0 0 0 0 0 00 0 00 0 3 3 30 00 000 0 00 7 00 21 1 00 1 00 0 00 0 50 0 00 0 00 0 00 0 00 0 00 0 00 8 1 00 22 1 00 1 00 0 00 0 50 0 00 0 00 0 00 0 00 0 00 0 00 3 1 00 23 100100000050000 000 000 000 000 000 4 100 24 100100000100000 000 000 000 000 000 3 -1 00 25 1 00 1 00 0 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 4 1 00 26 100100000000000 000 000 000 000 000 5 128 27 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 6 1 28 28 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 7 1 28 29 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 8 1 28 30 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 9 1 00 31 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 10 1 00 HCI Steel Buildings, Inc. 4/2/2008 Job No l 3869 modify I Customer I CLALLAM BUILDERS AND Date 1 4/2/2008 Description1 NESTPORT SHIPYARD INTERIOR Designed By' DLB HCI STEEL BUILDING SYSTEMS. INC. I 1 Checked By V41 ilmWomma l i c. 3869 Design Loads For Building Components 4/ 2/08 9 02am RIGHT ENDWALL BASIC LOADS BASIC LOADS AT EAVE Seis Torsion-- Load Wind Seismic 0 87 0 00 0 00 Page 9 Of 526 Page 10 Of 526 3869 No Add Surf Basic Load Fx Fy Mom X Y Cono 4 0 00 0 00 0 00 0 00 -0 90 0 61 0 00 0 00 Add Id Id Load Type W1 W2 Co Dxl Dx2 Dist 10 1 2 D -0 02 -0 02 0 17 0 00 50 69 COLUMN 6 BRACING DESIGN LOADS 2 3 D -0 02 -0 02 -0 17 0 00 50 69 Load Rafter Wind Brace_Wind Long Column_Wind Aux_Load 3 3 D -0 02 -0 02 -0 17 0 00 14 42 No Id Dead Coll Live Snow Left Right Left Right Wind Press Suct Seis Id Coef 4 2 D -0 02 -0 02 0 17 36 27 50 69 20 1 1 00 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 5 2 D -0 02 -0 02 0 17 0 00 20 28 2 1 00 1 00 0 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 6 2 D -0 02 -0 02 0 17 20 28 40 55 3 1 00 1 00 0 75 0 00 0 75 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 0 00 7 2 D -0 02 -0 02 0 17 40 55 50 69 4 1 00 1 00 0 75 0 00 0 00 0 75 0 00 0 75 0 00 0 00 0 00 0 00 0 0 00 8 3 D -0 02 -0 02 -0 17 0 00 10 14 5 1 00 1 00 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 75 0 00 0 0 00 9 3 D -0 02 -0 02 -0 17 10 14 30 41 6 1 00 1 00 0 00 0 75 0 75 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 0 00 10 3 D -0 02 -0 02 -0 17 30 41 50 69 7 1 00 1 DO 0 00 0 75 0 DO 0 75 0 00 0 75 0 00 0 00 0 00 0 00 0 0 00 8 1 00 1 00 0 00 0 75 0 00 0 00 0 00 0 00 0 OD 0 OD 0 75 0 00 0 0 00 9 0 60 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 00 1 00 0 00 0 00 0 0 00 10 0 60 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 00 1 00 0 00 0 0 00 11 1 20 1 20 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 0 00 12 1 20 1 20 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 0 00 Edge_Strip_Ratio- 13 1 15 1 15 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 52 0 0 00 Dead Collet Live Snow Basic Wind_Load_Ratio Zone Col/ 14 1 15 1 15 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 -0 52 0 0 00 Load Load Load Load Wind Deflect Factor Width Girt Panel Jamb 15 1 15 1 15 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 52 0 0 00 2 5 8 0 1 6 0 2 5 0 2 2 4 1 0 0 1 0 0 5 6 0 1 0 7 1 2 3 1 0 7 16 1 1 5 1 1 5 0 0 0 0 7 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000 000 -052 0 000 RAFTER DESIGN LOADS WIND PRESSURE /SUCTION Load Rafter Wind 1 Rafter Wind 2 Long Aux_Load Wind Wind No Id Dead Coll Live Snow Left Right Left Right Wind Seis Id Coef Press Suct 31 1 1 00 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 19 6 21 6 Column 2 1 00 1 00 0 00 1 00 0 DO 0 00 0 00 0 00 0 00 0 00 0 0 00 19 6 21 6 Girt /Header 3 0 60 0 00 0 00 0 00 1 00 0 00 0 00 0 DO 0 00 0 00 0 0 00 19 6 21 4 Jamb 4 0 60 0 00 0 00 0 00 0 00 1 00 0 00 0 00 0 00 0 00 0 0 00 24 2 26 2 Panel 5 0 60 0 00 0 00 0 00 0 00 0 00 1 00 0 00 0 00 0 00 0 0 00 33 6 22 4 Parapet 6 0 60 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 00 0 00 0 0 00 7 0 60000000000000 000 00D 000 100 000 0 000 WIND COEFFICIENTS 8 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 70 0 0 00 Surf Rafter_Wind 1 Rafter_Wind 2 Bracing_Wind Long Surface 9 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 -0 70 0 0 00 Id Left Right Left Right Left Right Wind Friction 10 1 00 1 00 0 75 0 00 0 0D 0 00 0 00 0 00 0 00 0 52 0 0 00 1 0 00 0 00 0 00 0 00 0 61 -0 90 0 00 0 00 11 1 00 1 00 0 75 0 00 0 00 0 00 0 00 0 00 0 00 -0 52 0 0 00 2 1 17 -0 72 -0 81 -0 36 -1 17 -0 72 -1 17 0 00 12 1 00 1 00 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 52 0 0 00 3 -0 72 -1 17 -0 36 -0 81 -0 72 1 17 -1 17 0 00 13 1 00 1 00 0 00 0 75 0 00 0 00 0 00 0 00 0 00 -0 52 0 0 00 SHEET 5 of 263 Job Not 3869 1 1 modify 1 Customer 1 CLALLAM BUILDERS AND I Date 1 4/2/2008 Description1 WESTPORT SHIPYARD INTERIOR I Desagned Byl DLB HCI STEEL BUILDING SYSTEMS. INC. I I Checked Byl v41 Design Loads For Building Components 4/ 2/08 9 O2am 17 0 40 0 00 0 00 0 00 0 DO 0 00 D 00 0 00 0 00 0 00 0 00 1 00 0 0 00 18 0 40 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 -1 00 0 0 00 19 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 1 00 20 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 2 1 00 HCI Steel Buildings, Inc. 4/2/2008 TI C-, HCI STEEL BUILDING SYSTEMS, INC. Job No 1 3869 modify Customer' CLALLAN BUILDERS AND Data 1 4/2/2008 I Description' WESTPORT SHIPYARD INTERIOR Designed Byl DLB Checked By V41 3869 Design Loads For Building Components 4/ 2/08 9 02am ea 140 60 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 070 0 000 15 0 60 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 70 0 0 00 16 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 1 00 17 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 2 1 00 18 1 00 1 00 0 00 0 50 0 00 0 00 0 00 0 00 0 00 0 00 5 1 00 19 1 00 1 00 0 00 0 50 0 00 0 00 0 00 0 00 0 00 0 00 6 1 00 20 1 00 1 00 0 00 0 50 0 00 0 00 0 00 0 00 0 00 0 00 7 1 00 21 1 00 1 00 0 00 0 50 0 00 0 00 0 00 0 00 0 00 0 00 8 1 00 22 1 00 1 00 0 00 0 50 0 00 0 00 0 00 0 00 0 00 0 00 3 1 00 23 1 00 1 00 0 00 0 50 0 00 0 00 0 00 0 00 0 00 0 00 4 1 00 24 1 00 1 00 0 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 3 1 00 25 1 00 1 00 0 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 4 1 00 26 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 5 1 28 27 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 6 1 28 28 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 7 1 28 29 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 8 1 28 30 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 9 1 00 31 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 10 1 00 AUXILIARY LOADS No Aux Aux No Aux Id Name Load 10 1 E2UNB_SL 1 3 Add Load Id Coeff 1 0 30 2 1 00 3 0 60 2 E2UNB_SL 2 3 2 0 30 1 1 00 4 0 60 3 E2PAT_SL 3 1 5 0 50 4 E2PAT SL 4 1 10 0 50 5 E2PAT SL 5 2 5 0 50 6 0 50 6 E2PAT_SL 6 3 6 0 50 7 0 50 8 0 50 7 E2PAT_SL 7 3 7 0 50 8 0 50 9 0 50 8 E2PAT_SL 8 2 9 0 50 10 0 50 9 E2PAT_SL 9 4 5 0 64 7 0 64 Page 11 Of 526 Job No 3869 I modify I INC. I Customer I CLALLAN BUILDERS AND I Date SYSTEMS. I 4/2/2008 I Description! WESTPORT SHIPYARD INTERIOR I Designed ByI DLB HCI STEEL BUILDING 3869 Design Loads For Building Components 4/ 2/08 9 02am ADDITIONAL LOADS No Add Surf Basic Add Id Id Load 10 1 2 2 3 3 3 4 2 5 2 6 2 7 2 8 3 9 3 10 3 ROOFDES 10 E2PAT SL10 BASIC LOADS Dead Collet Live Load Load Load 2 5 8 0 20 0 SHEET 6 of 263 Snow Load 25 0 WIND PRESSURE /SUCTION Wind Wind Wind Press Suct Suct_Roof 108 220 0 0 -49 3 15 2 24 2 13 0 2 5 -22 0 17 7- -5 6 33 6 22 4 17 9 EDGE CORNER ZONE WIND: Left_End Surface Coeff Id Lon Width Length Purlin Panel 2 L 5 60 5 60 2 22 2 57 Checked By I V41 8 0 64 10 0 64 2 6 0 64 9 0 64 Load Fx Fy Mom X Y Type W1 W2 CO DX1 Dx2 D -0 02 -0 02 0 17 0 00 50 69 D -0 02 -0 02 -0 17 0 00 50 69 D -0 02 -0 02 -0 17 0 00 14 42 D -0 02 -0 02 0 17 36 27 SO 69 D -0 02 -0 02 0 17 0 00 20 28 D -0 02 -0 02 0 17 20 28 40 55 D -0 02 -0 02 0 17 40 55 50 69 D -0 02 -0 02 -0 17 0 00 10 14 D -0 02 -0 02 -0 17 10 14 30 41 D -0 02 -0 02 -0 17 30 41 50 69 Basic wind 22 4 Wind_Load_Ratio Surface Deflect Factor Friction 1 00 1 00 0 00 Purlins Gable Extensions Panels Long Bracing, Building Long Bracing, Wall Edge Zone Long Bracing Facia /Parapet Center Coeff Width Purlin Panel 5 60 1 41 1 73 Seis Factor 1 000 8 Snow 0 00 Conc Dist Right_End- Coeff Width Length Purlin Panel 5 60 5 60 2 22 2 57 Page 12 Of 526 HCI Steel Buildings, Inc. 4/2/2008 111 I Job No 1 3869 1 modify 1 Customer' CLALLAN DDILDERS AND Date i 4/2/2008 Desoraptionl WESTPORT SHIPYARD INTERIOR I Designed By DLB HCI STEEL BUILDING SYSTEMS, INC. I I I Checked By I V41 3869 3 Design Loads For Building Components 4/ 02am I Page 13 Of 526 Page 14 Of 526 C 45 09 5 60 1 41 1 73 45 09 1 00 1 00 45 09 5 60 1 41 1 73 16 1 00 1 00 0 00 0 00 0 00 0 00 6 1 60 R 0 00 5 60 1 41 1 73 0 00 1 00 1 00 0 00 5 60 1 41 1 73 17 1 00 1 00 0 00 0 00 0 00 0 00 7 1 60 3 L 0 00 5 60 1 41 1 73 0 00 1 00 1 00 0 00 5 60 1 41 1 73 18 1 00 1 00 0 00 1 00 0 00 0 00 8 1 00 C 45 09 5 60 1 41 1 73 45 09 1 00 1 00 45 09 5 60 1 41 1 73 R 5 60 5 60 2 22 2 57 5 60 1 41 1 73 5 60 5 60 2 22 2 57 BRACING DESIGN LOADS No Load Wind Wind Seis Aux_Load PURLIN DESIGN LOADS Loads Id Dead Collat Live Snow Press Suct Load Id Coef Surf No Load Wind Wind Aux_Load 4 1 1 00 1 00 0 00 1 00 1 00 1 00 0 00 0 0 00 Id Loads Id Dead Collat Live Snow Press Suct Id Coef 2 0 60 0 00 0 00 0 00 1 00 1 00 0 00 0 0 00 2 18 1 1 00 1 00 1 00 0 00 0 00 0 00 0 0 00 3 1 00 1 00 0 00 0 00 0 00 0 00 1 00 0 0 00 2 1 00 1 00 0 00 1 60 0 00 0 00 0 0 00 4 0 60 0 00 0 00 0 00 0 00 0 00 1 00 0 0 00 3 1 00 1 00 0 75 0 00 0 75 0 00 0 0 00 4 1 00 1 00 0.00 0 75 0 75 0 00 0 0 00 AUXILIARY LOADS 5 0 60 0 00 0 00 0 00 0 00 1 00 0 0 00 No Aux Aux No Add_Load 6 1 00 1 00 0 00 0 50 0 00 0 00 3 1 00 Aux Id Name Load Id Coef 7 1 00 1 00 0 00 0 50 0 00 0 00 4 1 00 8 1 1 1 0 50 8 1 00 1 00 0 00 0 50 0 00 0 00 5 1 00 2 1 4 0 50 9 1 00 1 00 0 00 0 50 0 00 0 00 1 1 00 3 2 1 0 50 10 1 00 1 00 0 00 0 50 0 00 0 00 2 1 00 2 0 50 11 1 00 1 00 0 00 1 00 0 00 0 00 1 -1 00 4 2 2 0 50 12 1 00 1 00 0 00 1 00 0 00 0 00 2 -1 00 3 0 50 13 1 00 1 00 0 00 0 00 0 00 0 00 3 1 60 5 2 3 0 50 14 1 00 1 00 0 00 0 00 0 00 0 00 4 1 60 4 0 50 15 1 00 1 00 0 00 0 00 0 00 0 00 5 1 60 6 2 1 0 50 16 1 00 1 00 0 00 0 00 0 00 0 00 6 1 60 3 0 50 17 1 00 1 00 0 00 0 00 0 00 0 00 7 1 60 7 2 2 0 50 18 1 00 1 00 0 00 1 00 0 00 0 00 8 1 00 4 0 50 3 18 1 1 00 1 00 1 00 0 00 0 00 0 00 0 0 00 8 SNOWDRIFT 2 5 1 00 2 1 00 1 00 0 00 1 60 0 00 0 00 0 0 00 6 1 00 3 1 00 1 00 0 75 0 00 0 75 0 00 0 0 00 4 1 00 1 00 0 00 0 75 0 75 0 00 0 0 00 ADDITIONAL LOADS 5 0 60 0 00 0 00 0 00 0 00 1 00 0 0 00 No Add Surf Basic Load Fy Dx Cone 6 1 00 1 00 0 00 0 50 0 00 0 00 3 1 00 Add Id Id Load Type W1 W2 Dxl Dx2 Dist 7 1 00 1 00 0 00 0 50 0 00 0 00 4 1 00 6 1 0 D 25 0 -25 0 0 0 21 3 8 1 00 1 00 0 00 0 50 0 00 0 00 5 1 00 2 0 D 25 0 -25 0 21 3 42 5 9 1 00 1 00 0 00 0 50 0 00 0 00 1 1 00 3 0 D -25 0 25 0 42 5 63 8 10 1 00 1 00 0 00 0 50 0 00 0 00 2 1 00 4 0 D 25 0 25 0 63 8 85 0 11 1 00 1 00 0 00 1 00 0 00 0 00 1 -1 00 5 2 D 39 3 0 0 0 0 9 5 12 1 00 1 00 0 00 1 00 0 00 0 00 2 -1 00 6 3 D -39 3 0 0 0 0 9 5 13 1 00 1 00 0 00 0 00 0 00 0 00 3 '1 60 14 1 00 1 00 0 00 0 00 0 00 0 00 4 1 60 RIGID FRAME 91 15 1 00 1 00 0 00 0 00 0 00 0 00 5 1 60 SHEET 7 of 263 Job No 1 3869 1 Customer CLALLRN BUILDERS AND Descraptien1 WESTPORT SHIPYARD INTERIOR HCI STEEL BUILDING i SYSTEMS, INC. modify I Date 1 4/2/2008 Designed 8y1 DLB Checked By I V41 3869 Design Loads For Building Components 4/ 2/08 9 02am HCI Steel Buildings, Inc. 4/2/2008 Job No 1 3869 Customer l CLALLAN BUILDERS AND 1Description1 WESTPORT SHIPYARD INTERIOR HCI STEEL BUILDING 1 1 SYSTEMS, INC. Basic Defl Dead Live Snow Collateral Wind Ratio 2 5 12 0 25 0 8 0 22 4 1 00 BASIC LOADS AT SAVE Seismic- Weak _Axis L Weak_Axis R Torsion- -EW_Brace- Load SpcEP Wind Seis Wind Seis Wind Seis Wind Seis 3 17 7 31 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 WIND COEFFICIENTS Surf Wind_1 --Wind _2 Long_Wind Surface Id Left Right Left Right 1 2 Friction 1 0 43 -0 63 0 79 -0 27 -0 65 -0 65 0 00 2 1 17 -0 72 -0 81 -0 36 -1 17 -0 67 0 00 3 -0 72 1 17 -0 36 -0 81 -0 67 -1 17 0 00 4 -0 63 0 43 -0 27 0 79 -0 65 -0 65 0 00 'modify 1 'Date 1 4/2/2008 Designed Byl DLB Checked Byl V41 3869 Design Loads For Building Components 4/ 2/08 9 02am BASIC LOADS Page 15 Of 526 Page 16 Of 526 SHEET 8 of 263 Job No 1 3869 Customer 1 CLALLAM BUILDERS AND Description1 WESTPORT SHIPYARD INTERIOR HCI STEEL BUILDING 1 SYSTEMS,INC. 1 modify 1 Date l 4/2/2008 Designed Byl DLB Checked Byl V41 3869 Design Loads For Building Componentts 9/ 2/08 9 Ola 22 0 60 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 00 0 00 0 0 00 23114114 000 000000000000000000 000 000 070 0 000 24 1 14 1 14 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 -0 70 0 0 00 25 1 10 1 10 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 52 0 0 00 26110110 075 000000000000000000000 0 00 -0 52 0 000 27 1 10 1 10 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 52 0 0 00 28 1 10 1 10 0 00 0 75 0 00 0 00 0 DO 0 00 0 00 0 00 0 00 -0 52 0 0 00 29 046000 000 000000000 000000000000 000 070 0 000 30 0 46 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 -0 70 0 0 00 31 1 14 1 14 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 70 0 00 0 0 00 32 1 10 1 10 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 52 0 00 0 0 00 33 1 10 1 10 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 52 0 00 0 0 00 34 0 46 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 70 0 00 0 0 00 35 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 1 00 36 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 2 1 00 AUXILIARY LOADS No Aux Aux No Add Load DESIGN LOADS Aux Id Name Load Id Coeff Load Wind_1 -Wind 2-- Long_Wind Seismic- Aux Load 2 1 F1UNB_SL 1 3 1 0 30 No Id Dead Coll Live Snow Lt Rt Lt Rt Lt Rt Long Tran Id Coef 2 1 00 36 1 1 00 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 3 0 60 2 1 00 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 2 F1UNB_SL 3 3 2 0 30 3100100 000 100000000000000000000 000 000 0 0 00 1 100 4 1 00 1 00 0 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 4 0 60 5100000 000 000000000000000000000 000 000 0 000 6 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 ADDITIONAL LOADS 7 1 00 1 00 0 75 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 No Add Surf Basic Load Fx Fy Mom Dx Dy Conc B 1 00 1 00 0 75 0 00 0 DO 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 Add Id Id Type Type W1 W2 Co D11 D12 Dist 9 1 00 1 00 0 75 0 00 0 00 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 0 00 7 1 2 D -0 28 -0 28 0 170 0 00 50 69 10 1 00 1 00 0 75 0 00 0 00 0 00 0 DO 0 75 0 00 0 00 0 00 0 00 0 0 00 2 3 D -0 28 -0 28 -0 170 0 00 50 69 11 1 00 1 00 0 00 0 75 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 3 3 D -0 28 -0 28 -0 170 0 00 14 42 12 1 00 1 00 0 00 0 75 0 DO 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 4 2 D -0 28 -0 28 0 170 36 27 50 69 13 1 00 1 00 0 00 0 75 0 00 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 0 00 5 2 SNOW D -0 68 -0 68 0 170 0 00 14 70 14 1 00100 000 075000000000075 0 00000 0 00 0 00 0 0 00 6 2 SNOW D -0 -017 0 170 14 70 50 68 15 0 60 0 00 0 00 0 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 7 3 SNOW D -0 17 -0 17 -0 170 0 00 50 68 16 0 60 0 00 0 00 0 00 0 DO 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 17 0 60 0 00 0 00 0 00 0 00 0 00 1 00 0 00 0 00 0 00 0 00 0 00 0 0 00 RIGID FRAME 62 18 0 60 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 00 0 00 0 00 0 00 0 0 00 19 0 60 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 00 0 00 0 00 0 0 00 BASIC LOADS 20 0 60 0 00 0 00 0 00 0 00 0 00 0 00 0 00 -1 00 0 00 0 00 0 00 0 0 00 Basic Defl 21 0 60 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 00 0 00 0 0 00 Dead Live Snow Collateral Wind Ratio HCI Steel Buildings, Inc. 4/2/2008 Job No 1 3869 I modify 1 Customer I CLALLAM BUILDERS AND I Date 1 4/2 /2008 Das cription1 WESTPORT SHIPYARD INTERIOR I Designed Eyj DL HCI STEEL BUILDING SYSTEMS, INC. 1 I Checked ByI V41 3869 Design Loads For Building Components 4/ 2/08 9 02am 2 5 12 0 25 0 8 0 22 4 1 00 BASIC LOADS AT SAVE Seismic Weak Axis _L Weak Axis _R Torsion EW_Brace- Load SpcEP Wind Seis Wind Seis Wind Seis Wind Seis 5 31 12 25 000 000 000 000 000 000 000 000 WIND COEFFICIENTS Surf -Wind 1 -Wind 2 Long_Wind Surface Id Left Right Left Right 1 2 Friction 1 0 30 -0 59 0 71 -0 17 -0 63 -0 63 0 00 2 -0 87 -0 58 -0 51 -0 22 -0 87 -0 55 0 00 3 -0 58 -0 87 -0 22 -0 51 -0 55 -0 87 0 00 Page 17 Of 526 Page 18 Of 526 HCI STEEL BUILDING SYSTEMS. INC. 4 -0 59 0 30 -0 17 0 71 -0 63 -0 63 0 00 AUXILIARY LOADS No Aux Aux No Add_Load DESIGN LOADS Aux Id Name Load Id Coeff Load -Wind 1 Wind_2 Long_Wind Seismic Aux_Load 2 1 F2DNB_SL 1 3 1 0 30 No Id Dead Coll Live Snow Lt Rt Lt Rt Lt Rt Long Iran Id Coef 2 1 00 36 1 1 00 1 00 1 00 0 00 0 00 0 00 0 d0 0 00 0 00 0 00 0 00 0 00 0 0 00 3 0 60 2 1 00 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 2 F2UNB_SL 3 3 2 0 30 3 1 0 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000 000 0 0 00 1 100 4 1 00 1 00 0 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 4 0 60 5 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 6 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 ADDITIONAL LOADS 7 1 00 1 00 0 75 0 00 0 75 0 00 0 00 0 OD 0 00 0 00 0 00 0 00 0 0 00 No Add Surf Basic Load Fx Fy Mom Dx Dy Cone 8 1 00 1 00 0 75 0 00 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 Add Id id Type Type W1 W2 Co 111 012 Dist 9 1 00 1 00 0 75 0 00 0 00 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 0 00 4 1 2 D -0 52 -0 52 0 170 0 00 50 69 10 1 00 1 00 0 75 0 00 0 00 0 00 0 00 0 75 0 00 0 00 0 00 0 00 0 0 00 2 3 D -0 52 -0 52 170 0 Do 50 69 11 1 00 1 00 0 00 0 75 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 3 3 D -0 52 -0 52 -0 170 0 00 14 42 12 1 00 1 00 0 00 0 75 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 4 2 D -0 52 -0 52 0 170 36 27 50 69 13 1 00 1 00 0 00 0 75 0 00 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 0 00 14 1 00 1 00 0 00 0 75 0 00 0 00 0 00 0 75 0 00 0 00 0 00 0 00 0 0 00 RIGID FRAME #3 15 0 60 0 00 0 00 0 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 16 0 60 0 00 0 00 0 00 0 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 BASIC LOADS 17 0 60 0 00 0 00 0 00 0 00 0 00 1 00 0 00 0 00 0 00 0 00 0 00 0 0 00 Basic Defl 18 0 60 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 00 0 00 0 00 0 00 0 0 00 Dead Live Snow Collateral Wind Ratio 19 0 60 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 00 0 00 0 00 0 0 00 2 5 12 0 25 0 8 0 22 4 1 00 200 60000 000 00000 0000000000 100000 000 0 00 0 000 21 0 60 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 00 0 00 0 0 00 BASIC LOADS AT EAVE 22 0 60 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 -1 00 0 00 0 00 0 0 00 Seismic Weak Axis L Weak Axis _R Torsion EW Brace- 23 1 14 1 14 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 70 0 0 00 Load SpcEP Wind Seis Wind Seis Wind Seis Wind Seis 2 4 1 1 4 1 1 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 -0 70 0 000 318 733 0 00 000 000 000 0 0 00 000 000 SHEET 9 of 263 Job No 1 3869 I mo dif y I Customer I CLALLAM BUILDERS AND I Date 1 4/2/2008 Description1 WESTPORT SHIPYARD INTERIOR Designed B DLB Checked By 1 V41 3869 Design Loads For Building Components 4/ 2/08 9 02am 25110110 075 000000000000000000000 000 052 0 000 26110110 075 000000000000000000000 000 -052 0 000 27 1 10 1 10 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 52 0 0 00 28 1 10 1 10 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 52 0 0 00 290460 00 0 00 0 00 0 00000000000000000 0 070 0 000 30 0 46 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 -0 70 0 0 00 3 1 1 1 4 1 1 4 0 00 000000000000000000 000 070 000 0 0 00 32 1 10 1 10 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 52 0 00 0 0 00 33 1 10 1 10 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 52 0 00 0 0 00 34 0 46 0 00 0 00 0 00 0 DO 0 00 0 00 0 00 0 00 0 00 0 70 0 00 0 0 00 35 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 1 00 36 1 00 1 00 0 00 0 00 0 00 0 OD 0 00 0 00 0 00 0 00 0 00 0 00 2 1 00 HCI Steel Buildings, Inc. 4/2/2008 HCI STEEL BUILDING o =MS. INC. 1 Job No 3869 I modify i 1:1 Customer! CLALLAM BUILDERS AND I Date 4/2/2008 Description! WESTPORT SHIPYARD INTERIOR Designed BA DLB Checked W I V41 3869 Design Loads For Building Components 4/ 2/08 9 02am WIND COEFFICIENTS Surf -Wind 1 -Wind 2 Long_Wind Surface Id Left Right Left Right 1 2 Friction 1 0 43 -0 63 0 79 -0 27 -0 65 -0 65 0 00 2 1 17 -0 72 -0 81 -0 36 -1 17 -0 67 0 00 3 -0 72 -1 17 -0 36 -0 81 -0 67 -1 17 0 00 4 -0 63 0 43 -0 27 0 79 -0 65 -0 65 0 00 Page 19 Of 526 Page 20 Of 526 w 1 I_II_ AUXILIARY LOADS DESIGN LOADS No Aux Aux No Add_Load Aux Id Name Load Id Coeff Load Wind_1 Wind_2 Long Wind Seismic Aux_Load 2 1 F3UNB_SL 1 3 1 0 30 No Id Dead Co11 Live Snow Lt Rt Lt Rt It Et Long Tran Id Coef 2 1 00 36 1 1 00 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 3 0 60 2 1 00 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 2 F3UNB_SL 3 3 2 0 30 3 1 00 1 00 0 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 1 1 00 4100100 000 1 00000000000000000000 000 000 0 0 4 060 5 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 6 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 ADDITIONAL LOADS 7 1 00 1 00 0 75 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 No Add Surf Basic Load Fx Fy Mom Dx Dy Conc 8 1 00 1 00 0 75 0 00 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 Add Id Id Type Type W1 W2 Co Dil D12 Dist 9 1 00 1 00 0 75 0 00 0 00 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 0 00 4 1 2 D -0 28 -0 28 0 170 0 00 50 69 1 0 1 0 0 1 0 0 075 000000000000075000000 000 0 00 0 000 2 3 D -028 028 -0170 000 5069 11 1 00 1 00 0 00 0 75 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 3 3 D -0 28 -0 28 -0 170 0 00 14 42 12 1 00 1 00 0 00 0 75 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 4 2 D -0 28 -0 28 0 170 36 27 50 69 13 1 00 1 00 0 013 0 75 0 00 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 0 00 14 1 00 1 00 0 00 0 75 0 00 0 00 0 00 0 75 0 00 0 00 0 00 0 00 0 0 00 15 0 60 0 00 0 00 0 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 =a- a saam ..n -a. ammenaa 16 0 60 0 00 0 00 0 00 0 00 1 00 0 DO 0 00 0 00 0 00 0 00 0 00 0 0 00 3869 Reactions Anchor Bolts, Base Plates 4/ 2/08 9 02am 17 0 60 0 00 0 00 0 00 0 00 0 00 1 DO 0 00 0 00 0 00 0 00 0 00 0 0 00 -m- s_ ..e 18 0 60 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 00 0 00 0 00 0 00 0 0 00 =_a¢o 19 0 60 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 00 0 00 0 00 0 0 00 20 0 60 0 00 0 00 0 00 0 00 0 00 0 00 0 00 -1 00 0 00 0 00 0 00 0 0 00 FACTORED LOADS 21 0 60 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 00 0 00 0 0 00 22 0 60 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 -1 00 0 00 0 00 0 0 00 Foundatian_Loads(k 23 1 14 1 14 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 70 0 0 00 Frame Col Max_Pos_Val Max_Neg_Val Anc _Bolt Base_Plate 24 1 14 1 14 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 -0 70 0 0 00 Line Line Id Horz Vert Id Horz Vert No Dian) Width Len Thick 25 1 10 1 10 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 52 0 0 00 26110110 0 7 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 52 0 0 0 0 1 9 6 3 5 0 1 7 3 2 0 1 4 0750 600 7 94 0375 27 1 10 1 10 0 00 0 75 0 00 0 00 0 00 0 DO 0 00 0 00 0 00 0 52 0 0 00 8 0 0 0 2 28 1 10 1 10 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 -0 52 0 0 00 1 C 6 4 3 0 1 7 -3 9 0 1 4 0 750 6 00 9 88 0 375 29 0 46 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 70 0 0 00 8 0 0 0 3 30 0 46 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 -0 70 0 0 00 1 D 6 4 3 0 1 7 -3 9 0 1 4 0 750 6 00 9 88 0 375 SHEET 10 of 263 Job 1 No' 3869 1 1 Customer CLALLAM BUILDERS AND Description 1 WESTPORT SHIPYARD INTERIOR NCI SIaLLBUILDING I SYSTEMS. INC. 1 modify Date 1 4/2/2008 Designed Byf DLB Checked By I V41 3869 Design Loads For Building Components 4/ 2/08 9 02am c 14 1 14 0 00 0 00 0 00 0 00 0 0 0 0 00 0 00 0 00 0 Q v O 00 00 00 32 1 10 1 10 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 52 0 00 0 0 00 33 1 10 1 10 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 52 0 00 0 0 00 34 0 46 0 00 0 DD 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 70 0 00 0 0 00 35 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 DO 0 00 0 00 0 00 1 1 00 36 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 2 1 00 HCI Steel Buildings, Inc. 4/2/2008 1 Job No 1 3869 s Customers CLALLAH BUILDERS AND Descriptions WESTPORT SHIPYARD INTERIOR HCI STEEL BUILDING SYSTEMS, INC. iii it I modify Date s 4/2/2008 Designed Bys DLB Checked By 1 V41 3869 Reactions Anchor Bolts, S Base Plates 4/ 2/08 9 02am 1 E 6 3 5 0 1 7 -3 2 0 1 4 0 750 6 00 7 94 0 375 8 0 0 0 2 1 A 1 34 2 37 9 2 12 2 11 5 6 1 000 8 00 14 00 0 500 Page 21 Of 526 Page 22 Of 526 Job No 3869 Customers CLALLAN BUILDERS AND Descriptions WESTPORT SHIPYARD INTERIOR Date 1 4/2/2008 Designed Bys DLB Checked By V41 HCI b l tbL BUILDING SYSTEMS, INC. 3869 Reactions Anchor Bolts, 6 Base Plates 4/ 2/08 9 02am BRACING /PANEL SHEAR REACTIONS 5 E 6 3 5 0 1 7 -3 2 0 1 4 0 750 6 00 7 94 0 375 Reactions(k Panel 8 0 0 0 2 Wall Col Wind Seismic Shear 5 D 6 4 3 0 1 7 -3 9 0 1 4 0 750 6 00 9 88 0 375 Loc Line Line Horz Vert Horz Vert (lb /ft) 8 0 0 0 3 5 C 6 4 3 0 1 7 3 9 0 1 4 0 750 6 00 9 88 0 375 L_EW 1 Rigid Frame At Endwall 8 0 0 0 3 5 B 6 3 5 0 1 7 -3 2 0 1 4 0 750 6 00 7 94 0 375 F_SW F 3 4 7 69 4 25 16 02 9 30 8 0 0 0 2 R_EW 5 Rigid Frame At Endwall 1 34 2 38 0 B SW A 3 2 7 69 4 25 16 91 9 35 1 F 3 12 2 -11 5 1 -34 2 31 4 6 1 000 8 00 14 00 0 500 1 -34 2 31 4 3 12 2 11 5 2 A 1 42 1 41 9 2 -15 7 18 0 8 1 000 8 00 18 00 0 500 1 42 1 42 0 4 -11 8 19 8 =e= m======= a 2 F 3 17 8 -16 5 1 -42 1 40 2 8 1 000 8 00 18 00 0 500 3869 Additional Reactions Report 4/ 2/08 9 02am 1 -42 1 40 2 5 11 8 -19 9 =ma o== 5 A 1 22 2 22 6 2 -11 3 12 7 8 0 750 6 00 17 88 0 500 1 22 2 22 6 5 F 3 12 4 -11 9 1 22 2 21 7 8 0 750 6 00 17 88 0 500 1 -22 2 21 7 3 12 4 11 9 Frame Col Dead Collateral Live Snow Wind_L1 2 Frame Lines 2 3 4 Line Line Horz Vert Horz Vert Horz Vert Horz Vert Horz Vert Rigid Frame Column Reactions Load Load 1 A 3 1 3 4 5 0 4 6 7 4 6 8 26 2 29 9 14 1 13 5 Id Combination 1 F -3 1 3 4 5 0 4 6 -7 4 6 8 26 2 23 4 11 2 10 4 1 DL +CL+SL 2 0 60DL +WL1 Frame Col -Wind R1 Wind_12- Wind_R2 LnWind_l LnWind2- 3 0 60DL +WR1 Line Line Horz Vert Horz Vert Horz Vert Horz Vert Horz Vert 4 0 60DL +LnWndl 5 0 600L- LnWnd2 1 A -11 2 -10 4 -9 9 -9 0 7 1 -5 8 10 6 -13 1 11 6 10 2 6 0 600L+WS +LnWndl 1 F 14 1 13 5 7 1 -5 8 9 9 9 0 11 6 -10 2 10 6 13 1 7 0 60DL +WP +LnWndl 8 1 2ODL+1 20CL +Seas R SHEET 11 of 263 HCI Steel Buildings, Inc. 4/2/2008 Job No 3869 I modify ri Customer CLALLAN BUILDERS AND I Date 1 4/2/2008 HCI STEEL BUILDING IDescription1 WESTPORT SHIPYARD INTERIOR I Designed By1 DLB SYSTEMS. INC. I 1 I Checked BY V91 3869 Additional Reactions Report 4/ 2/08 MM 9 02am L y Frame Col Seismic_L- Seismic_R- Ln_Seismic F1UNB_SL1 F1UNB SL 3 Line Line Horz Vert Horz Vert Horz Vert Horz Vert Horz Vert Frame Col Dead Collateral Live Snow -Wind Ll Line Line Horz Vert Horz Vert Horz Vert Horz Vert Horz Vert 2 A 4 7 5 2 9 2 9 1 13 6 13 6 28 3 27 7 18 6 -21 1 2 F -4 7 5 0 -9 2 8 6 13 6 12 7 28 3 26 5 15 9 -15 5 Frame Col Dead Collateral -Live- Snow Wind_Ll Line Line Horz Vert Horz Vert Horz Vert Horz Vert Horz Vert 5 A 2 7 3 1 4 8 4 8 7 1 7 2 14 8 14 7 12 9 14 5 5 F -2 7 3 0 -4 8 4 6 7 1 6 8 -14 8 14 1 11 2 10 5 Page 23 Of 526 Page 24 Of 526 HCI STEEL BUILDING I I SYSTEMS. INC. 3869 Additional Reactions Report Frame Col Seismic_L Seismic_R- Ln Seismic F3UNB_SL 1 F3UEB_SL 3 Line Line Horz Vert Horz Vert Horz Vert Horz Vert Horz Vert 1 A -3 2 -0 8 3 2 0 8 0 0 0 0 12 0 7 7 12 1 13 1 5 A -3 2 -0 8 3 2 0 8 0 0 0 0 11 6 7 7 11 6 13 1 1 F -3 2 0 8 3 2 -0 8 0 0 0 0 12 1 13 1 12 0 7 7 5 F 3 2 0 8 3 2 -0 8 0 0 0 0 11 6 13 1 11 6 7 7 2 Frame Lines 2 3 4 111 WESTPORT SHIPYARD INTERIOR 1 Job NoI 3869 I modify I L___CUStomer I CLALLAN BUILDERS AND I Date 1 4/2/2008 De zgned ByI DLB I checked By I V41 Endwall Column Reactions Endwall Column Reactions 4/ 2/08 9 02am Out_Of Plane Frame Col Wind_R1 Wind_L2- Wind_R2- Lnwind 1- LnWind_2- Frame Col Dead Coll Live Snow Brc_Wind_L- Brc_Wind_R- Wind_P Wind_S Line Line Horz Vert Horz Vert Horz Vert Horz Vert Horz Vert Line Line Vert Vert Vert Vert Horz Vert Horz Vert Horz Horz 2 A 13 8 17 1 11 1 -12 6 -6 4 -8 6 -14 7 22 9 -16 0 19 9 1 B 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -3 2 3 5 2 F 20 7 -19 5 8 5 -6 9 13 2 10 9 16 0 -19 4 14 7 -22 9 1 C 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 9 4 3 1 D 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 9 4 3 1 E 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 2 3 5 Frame Col Seismic_L Seismic_R- Ln_Seismic F2UNB_SL 1 22UNB_SL 3 5 E 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 2 3 5 Line Line Horz Vert Horz Vert Horz Vert Horz Vert Horz Vert 5 D 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 9 4 3 5 C 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -3 9 4 3 2 A -5 3 -1 3 5 3 1 3 0 0 12 1 22 2 14 5 22 3 24 6 5 B 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 2 3 5 2 F -5 3 1 3 5 3 1 3 0 0 12 1 22 3 24 6 22 2 14 5 Frame Col Raf_Wind_L Raf_Wind_R- LnWind Seismic_L- Seismic_R- Line Line Horz Vert Horz Vert Vert Horz Vert Horz Vert Frame Col Wind_R1 Wind_L2- Wind_R2- LnWind_l LnWind_2- Line Line Horz Vert Horz Vert Horz Vert Horz Vert Horz Vert 1 B 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 C 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 A 10 1 -11 4 -8 9 10 0 -6 1 -6 8 10 2 13 1 -11 3 -10 2 1 D 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 F 14 0 13 7 7 2 -6 0 10 0 -9 1 11 3 10 2 10 2 13 1 2 E 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 SHEET 12 of 263 5 E 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 s D 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 HCI Steel Buildings, Inc. 4/2/2008 Page 25 Of 526 Page 26 Of 526 i Job No' 3869 I modify l Job Noi 3869 I modify Descriptionl Customer' CLALLAM BUILDERS AND WESTPORT SHIPYARD INTERIOR ff•w �w.l 1:1 Customer I CLALL9M BUILDERS AND Date I Description) WESTPORT SHIPYARD INTERIOR Designed AA HCI STEEL BUILDING i �Checked By I V91— 1 w� I= checked 1 4/2/2008 1 Designed BA DLB By I V41 SYSTEMS. INC. 3869 Seismic Design Report 4/ 2/08 9 02am 3869 Additional Reactions Report 4/ 2/08 9 02am 5 C 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 'B 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3869 Seismic Design Report 4/ 2/08 9 02am Building Data Code =IBC 06 Length 85 00 Width 100 00 Left Eave Height 14 00 Right Eave Height 14 00 Seismic Formula Base Shear V 0 667 *Ie *Fa *SS *W /R Fa Ss 1 960 Zone /Design Category= D Le 1 000 S1 0 600 Sdl 0 600 HCI STEEL BUILDING SYSTEMS. INC. SHEET 13 of 263 Sds 0 971 Seismic Dead Load, W Snow Factor 0 000 Roof Dead +Collat 10 50 (psf Frame Dead 2 00 (psf Roof Total 12 50 (psf Weight= 106 25 (k L_EW Dead 2 00 (psf Weight= 1 82 (k F SW Dead 2 00 (psf Weight= 1 19 (k R_EW Dead 2 00 (psf Weight= 1 82 (k B_SW Dead 2 00 (psf Weight= 1 19 (k B_SW Extend Dead 2 50 (psf Weight= 0 21 (k Seismic Forces Roof Bracing Vmin 0 01 *W Force, E 42 80 (k Vmax Shc *Ie *W /(T *R) Sidewall Bracing Shear Force, E Rho *V Front R 3 25, Rho= 1 30 Omega= 2 00 T 0 231 W 56 13 (k (Rigid frame, endwall frame, wind bent, wind column base reactions) Force, V 16 82 (k Force, Em 33 64 (k Shear Force, Em Omega *V Force, E 21 86 (k T 0 145 Back R 3 25, Rho= 1 30 Omega= 2 00 (Wall diagonal bracing splice at rigid frame wind bent knee) W 56 43 (k Force, V 16 91 (k Force, Em 33 82 (k Note Applied load is seismic force multiplied by load combination Force, E 21 98 (k Rigid Frames R 3 25, Rho= 1 30 W 109 88 (k Force, V 32 92 (k R 3 25, Rho— 1 30 Frame 1 W 16 28 (k 'Force, V 4 88 (k Force, E 6 39 (k Total 112 48 (k HCI Steel Buildings, Inc. t12/2008 1 Job No 1 3869 i_ modify 1 Customer 1 CLALLAM BUILDERS AND I Date 1 4/2/2008 Description! WESTPORT SHIPYARD INTERIOR 1 Designed By1 DLB HCI STEEL BUILDING 1 Checked By' V41 SYSTEMS, INC. 1 3869 Seismic Design Report 4/ 2/08 9 02am Frame 2 W 27 27 (k Force, V m 8 17 (k Force, E 10 62 (k Frame 3 W 16 33 (k Force, V m 4 89 (k Force, E 6 36 (k End Plates Frame ma ft a=m =fta- A a m =mft:== mm mfto _a= m m=== =tea 000.0.== m =ft a =ftft= _esmmmmmmm *3869 Roof Design input 4/ 1/08 3 lipm R 3 25, Omega= 3 00 Page 27 Of 526 Page 28 Of 526 HCI STEEL BUILDING SYSTEMS. INC. 1)JOBID: 3869 3)DESIGN CODE SHEET 14 of 263 2)PROGRAM OPTIONS Run Run Run Lap Purlin Panel Brace Stiff Y' Y Y. 0 50 4)DESIGN CONSTANTS Job No 1 3869 1 modify 1 Customer! CLALLAN BUILDERS AND 1 Date 1 4/2/2008 Description! WESTPORT SHIPYARD INTERIOR 1 Designed By1 DLB Strength_Factor Seismic Purlin Panel Wind Frame Wind Frame Brace 1 0300 1 03 1 03 1 000 1 700 1 700 7)REPORTS Input Purlin Purlin Eave Roof Cable Echo Design Summary Strut Panel Brace I Y' 2 Y. Y' Y' 1 Checked By' 141 *Design Steel_Code Build Seismic Code Cold Hot Country Code Year Zone WS NAUS01 AISCO5 IBC 06 D 5)STEEL YIELDS Web F1g C_Sec W Sec R Sec P Sec T_Sec U_Sec EP BP 50 0 55 0 55 0 50 0 50 0 35 0 46 0 36 0 55 0 55 0 6)DEFLECTION LIMITS Purlin Extension Facia Panel Facia Wind Frame Live Wind Total Live Wind Total Girt Live Wind Panel Wind Seis 150 0 150 0 120 0 150 0 150 0 120 0 90 0 60 0 60 0 60 0 60 0 50 0 6)BUILDING TYPE Build L Expand_EW R_Expand Open Wall Type Use Offset Use Offset L EW F SW R_EN B_SW FF- Y 15 500 Y 15 500 N N N' N HCI Steel buildings, Inc. +12/2008 rea I!I MCI STEEL BUILDING SYSTEMS. INC. 9)SURFACE SHAPE NO X Coord Y_Coord Surf (ft) (ft) 4 0 0000 14 0000 50 0000 22 3333 100 0000 14 0000 100 0000 0 0000 (10)WALL BAY SPACING Wall Sets Of Bay No Id Bays Width Bays 1 1 20 0000 5 2 1 21 2500 4 3 1 20 0000 5 4 1 21 2500 4 5 1 21 2500 4 Job No 1 3869 f modify l Customer CLALLPM ULDE4/2 C Description) WESTPORT DI SH RS AND I Date IPYARD INTERIOR I Designed By' DLB Checked By 1 I /2008 V41 Page 29 Of 526 Page 30 Of 526 Job No' 3869 I modify Customer I CLALLAM BUILDERS AND I Data 1 4/2/2006 Description) WESTPORT SHIPYARD INTERIOR f Designed B4 DLE HCI STEEL BUILDING SYSTEMS. INC. I Checked Hy l V41 3 0 0000 0 0000 1 2917 1 2917 '848x10 "148x10 (14)PURLINS Surf Purlin OS_Flg IS_Flg Set Set_Lap Max_Onbr Id Type Brace Brace Depth Ext Int Length 2 ZB C N 9 000 0 0000 0 0000 0 0000 3 ZB C N 9 000 0 0000 0 0000 0 0000 (15)PURLIN SPACING Surf Peak Max Set Set_Of Set_Space- Id Space Space Space Space Space NO 2 1 0833 5 0100 0 0000 2 4 8854 1 4 9690 9 3 1 0833 5 0100 0 0000 2 4 9690 9 4 8854 1 (16)PURLIN SIZE Surf Set No Id Purl Purl Purlin_Size 2 N' 0 3 N 0 (17) PANELS (11)FRAMED OPENINGS Wall Roof Standing Insulation Wall No. Bay Open Open Open Open Panel Panel Seam Use Thick Id Opens Id Width Height Offset Type HHR 26 HHR 26 N N' 0 000 1 1 1 14 5000 12 5000 0 0000 2 2 0 (18)EAVE STRUT fi GIAT 3 1 3 12 0000 14 0000 4 0000 1 *Wall Eave Girt Girt 4 3 1 4 0000 8 0000 6 2500 2 Id Type Type Size Offset Proj Gutter 1 4 0000 8 0000 15 2500 2 2 50' ZB 8225016 0 000 0 000 N' 2 4 0000 8 0000 2 5000 2 4 E0' 113 8225016 0 000 0 000 N' (12)PARTIAL WALLS (19)WIND FRAMING SELECTION Wall Set_Of Bay_Id Wall Base Full Order_Of Selection Id Bays Start End Height Type Load Use Wall Panel Diagonal Wind Wind Weak Axis 1 0 Id Shear Bracing Bent Column Bending 2 0 2 N Y N' N N' 3 0 4 N Y N' N' N' 4 0 5 N Y (13)SURFACE EXTENSION /FRAME RECESS (20)ROOF DIAGONAL BRACING Surf Surf_Ext Frame Recess Ra£ter_Size- Max_Pan Brace Each User_Selected_Roof Bays Id Left Right Left Right Left Right Shear Type EN No Bay_Id 2 0 0000 0 0000 1 2917 1 2917 W8x10 W8x10 100 0 A L 1 3 SHEET 15 of 263 HCI Steel buildings, Inc. 1 Job No 1 3869 I modify I Customer' CLALLAM BUILDERS AND I Dat 4/2 IDescriptionI WESTPORT SHIPYARD INTERIOR I Designed B4 I DLB HCI STEEL BUILDING SYSTEMS. INC. l 1 e B7f1 V41 /2008 I Checked 0 (21)0000 BRACING ATTACHMENT *Wall No Id Attach Attach_Location 1 7 0 0000 20 0000 40 0000 50 0000 60 0000 80 0000 100 0000 3 7 0 0000 20 0000 40 0000 50 0000 60 0000 80 0000 100 0000 (22)SIDEWALL DIAGONAL BRACING Wall Max_Pan Brace Id Shear Type 2 100 0 A 4 100 0 A (23)WIND BENTS *Wall Member Column Id Type Depth Size 2 '0' 0 00 4 'W 0 00 (24)WIND COLUMNS Wall Member Column Id Type Depth Size 2 R 0 00 4 R 0 00 User_Selected_SW_Bays No Bay 1 3 1 3 Rafter Depth Size 0 00 o 00 No. Left/ Col Bay Id Right 0 0 (25)WALL BRACING ATTACHMENT *Wall No Attach Bay_Id- Id Attach Id Start End Connect Option 2 1 1 1 4 F' 0 4 1 2 1 (26)INTERIOR BRACING *No Attach Brace User_Selected_Int_Bays *Brace Offset Type No Bay_Id 0 (27)INTERIOR BRACING ATTACHMENT No Attach Bay_Id- No Attach Offset Start End Level Level_Height 0 (28)EAVE EXTENSIONS SIZE No Bays Bay_Id 0 0 No Level Level Height Strut 1 14 0000 E 4 F' 0 1 14 0000 E Page 31 Of 526 CI HCI STEEL BUILDING SYSTEMS, INC. (29)EAVE EXTENSIONS PURLINS *Wall *Id 1 2 3 4 No Extend 0 0 0 1 SHEET 16 of 263 *Wall No Ext --Bay_Id-- *Id Extend Id Start End 2 0 4 0 (30)CANOPY SIZE (31)CANOPY PURLINS (32)CANOPY PANELS, GUTTER DOWNSPOUT *Ext Panel *Id Size 1 HHR 26 (33)FACIA /PARAPET LAYOUT (34)FACIA /PARAPET SIZE *Ext -Extension_Size Job No 1 3869 Customer I CLALLAM BUILDERS AND Description! WESTPORT SHIPYARD INTERIOR *Ext Purlin OS_Flg IS_Flg Set Set_Lap Max_UnBr Peak Max Set *Id Type Brace Brace Depth Ext Int Length Space Space Space Ext Bay_Id Extension_Size--- Edge_Extend Eave Id Start End Height Width Slope Left Right Type 1 1 2 14 000 2 000 12 00 0 00 0 33 E0 *Ext Purlin OS_Flg IS_Flg Set Set_Lap Max *Id Type Brace Brace Depth Ext Int Length 1 ZB C C 0 000 0 0000 0 0000 0 0000 Standing Gutter Seam Use Color '0' N' NC 1 modify 1 'Date 1 4/2/2008 De *gned Byl DL8 1 Checked Sy l V41 ---Extension_Size--- Edge_Extend Eave Height Width Slope Left Right Type Downspout No Color 0 NC Facia- Peak Space 0 50D Max Space 5 010 *Wall No Ext Bay_Id- Edge_Extend Save Use *Id Extend Id Type Start End Left Right Mount Type Gutter 1 0 2 0 3 0 4 0 Arm Back Facia Page 32 Of 526 Set Space 0 000 d2/2008 HCI Steel buildings Inc. 12/2008 Job Na 1 3869 Cusstomer) CLALLAM BUILDERS AND Description 1 WESTPORT SHIPYARD INTERIOR HCI STEEL BUILDING 4S. INC. *Id Height Width Slope Elev (35)FACIA /PARAPET PURLINS *Ext Purlin OS_Flg IS_Flg Set *Id Type Brace Brace Depth (36)FACIA /PARAPET PANELS *Ext Roof_Panel Soffit Panel-- *Id Size SSeam Size R Space (37)EXTENSION BRACING *Ext Max_Pan Brace User_Selected_Bays *Id Shear Type No Bay_Id 1 0 0 0 (3B)WALL BASE ELEVATION /DEAD• *Wall Has Wall Seis Id Elev Dead Opt 1 0 00 2 00 Y' 2 0 00 2 00 Y 3 0 00 2 00 Y' 4 0 00 2 00 Y' 5 0 00 12 50 Y. (39)BASIC LOADS Dead Collat Live Load Load Load 2 5 8 0 20 0 (40)WIND PRESSURE /SUCTION Wind Press 10 8 0 0 15 2 13 0 17 7 33 6 Deflection Snow Basic Load Ratio Load Wind Snow Wind Seis 25 0 22 4 1 00 1 00 1 00 Wind Wind Suct SuCt_Roof -22 0 -49 3 24 2 2 5 -22 0 -5 6 22 4 17 9 I modify 1 Date 1 4/2/2008 I Designed BA DU 1 Checked By 1 V41 Height Slope Slope Slope Project Set_Lap Max_UnBr Peak Max Set Ext Int Length Space Space Space Front_Panel Back_Panel Size SSeam Size Rot Space Wind Load Factor 1 00 Purlins Purlins, Gable Extension Interior Roof Panels Long Bracing Building Long Bracing, Wall Edge Zone Long Bracing Facia /Parapet Wall Seis Frict Edge Ld_Rat 8 Coef Zone Factor Snow 0 0000 11 200 1 0000 0 00 Page 33 Of 526 SHEET 17 of 263 Job No 1 3869 I I HCI STEEL BUILDING Customer I CLALLAM BUILDERS AND Description) WESTPOAT SHIPYARD INTERIOR SYSTEMS. INC. *(41)EDGE AND CORNER ZONES FOR PURLINS AND PANELS *Surface *Id Loc 2 L C R 3 L c R Width 5 60 0 00 0 00 0 00 0 00 5 60 Left End (42)EXTENSION BASIC LOADS *Ext Dead Collat Live *Id Load Load Load 1 2 50 8 00. 20 00 (43)PURLIN DESIGN LOADS Surf No Load Id Load Id 2 18 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 3 18 1 2 3 4 5 I l Ratio Length Purlin Panel 5 60 2 22 2 57 5 60 1 41 1 73 5 60 1 41 1 73 5 60 1 41 1 73 5 60 1 41 1 73 5 60 2 22 2 57 Width 5 60 0 00 O 00 O 00 0 00 5 60 Dead Collat Live Snow 1 00 1 00 1 00 0 00 1 00 1 00 0 00 1 60 1 00 1 00 0 75 0 00 1 00 1 00 0 00 0 75 O 60 0 00 0 00 0 00 1 00 1 00 0 00 0 50 1 00 1 00 0 00 0 50 1 00 1 00 0 00 0 50 1 00 1.00 0 00 0 50 1 00 1 00 0 00 0 50 1 00 1 00 0 00 1 00 1 00 1 00 0 00 1 00 1 00 1 00 0 00 0 00 1 00 1 00 0 00 0 00 1 00 1 00 0 00 0 00 1 00 1 00 0 00 0 00 1 00 1 00 0 00 0 00 1 00 1 00 0 00 1 00 1 00 1 00 1 00 0 00 1 00 1 00 0 00 1 60 1 00 1 00 0 75 0 00 1 00 1 00 0 00 0 75 O 60 0 00 0 00 0 00 Center -Ratio Purlin 1 41 1 00 1 00 1 00 1 00 1 41 I modify I Date 1 4/2/2008 1 Designed By' 018 I Checked Byl V41 Page 34 Of 526 Right_End Ratio Panel Width Length Purlin Panel 1 73 5 60 5 60 2 22 2 57 1 00 0 00 5 60 1 41 1 73 1 00 0 00 5 60 1 41 1 73 1 00 0 00 5 60 1 41 1 73 1 00 0 00 5 60 1 41 1 73 1 73 5 60 5 60 2 22 2 57 Purlin_Wind Panel_Wind Snow Attach_Beam Facia_Beam Attach_Beam Facia_Beam Load Press Suct Press Suct Press Suct Press Suct 60 00 0 00 -49 31 0 00 0 00 0 00 -49 31 0 00 0 00 Wind Wind Aux Load press Suct Id Coef O 00 0 00 0 0 00 O 00 0 00 0 0 00 0 75 0 00 0 0 00 O 75 0 00 0 0 00 O 00 1 00 0 0 00 0 00 0 00 3 1 00 O 00 0 00 4 1 00 O 00 0 00 5 1 00 O 00 0 00 1 1 00 0 00 0 00 2 1 00 0 00 0 00 1 1 00 O 00 0 00 2 1 00 O 00 0 00 3 1 60 0 00 0 DO 4 1 60 O 00 0 00 5 1 60 O 00 0 00 6 1 60 0 00 0 00 7 1 60 0 00 0 00 8 1 00 0 00 0 00 0 0 00 O 00 0 00 0 0 00 O 75 0 00 0 0 00 O 75 0 00 0 0 00 O 00 1 00 0 0 00 HCI Steel Buildings, Inc. +12/2008 HCI STEEL BUILDING SYSTEMS. INC. Job No 1 3869 I modify 1 Customer I CLALLAN BUILDERS AND Date De8cription1 WESTPORT SHIPYARD INTERIOR De igned ByI DLB Checked By I V41 6 1 00 1 00 0 00 0 50 0 00 0 00 3 1 00 7 1 00 1 00 0 00 0 50 0 00 0 00 4 1 00 8 1 00 1 00 0 00 0 50 0 00 0 00 5 1 00 9 1 00 1 00 0 00 0 50 0 00 0 00 1 1 00 10 1 00 1 00 0 00 0 50 0 00 0 OD 2 1 00 11 1 00 1 00 0 00 1 00 0 00 0 00 1 1 00 12 1 00 1 00 0 00 1 00 0 00 0 00 2 -1 00 13 1 00 1 00' 0 00 0 00 0 00 0 00 3 1 60 14 1 00 1 00 0 00 0 00 0 00 0 00 4 1 60 15 1 00 1 00 0 00 0 00 0 00 0 00 5 1 60 16 1 00 1 00 0 00 0 00 0 00 0 00 6 1 60 17 1 00 1 00 0 00 0 00 0 00 0 00 7 1 60 18 1 00 1 00 0 00 1 00 0 00 0 00 8 1 00 *(44)PURLIN DESIGN LOADS Deflection Page 35 Of 526 Page 36 Of 526 1 Customer Job No 1 3869 I modify I I CLALLAM BUILDERS AND I Date 1 4/2/2008 Description1 WESTPORT SHIPYARD INTERIOR I Designed 8y4 DLB HCI STEEL BUILDING I Checked ByJ 041 I SYSTEMS. INC. No Load Wind Wind Aux_Load Load Id Dead Collat Live Snow Press Suct Id Coef 5 1 1 00 0 00 1 00 0 00 0 00 0 00 0 0 00 2 1 00 0 00 0 00 1 60 0 00 0 00 0 0 00 3 1 00 0 00 0 75 0 00 0 75 0 00 0 0 00 4 1 00 0 00 0 00 0 75 0 75 0 00 0 0 00 5 0 60 0 00 0 00 0 00 0 00 1 00 0 0 00 (48)EXTENSION DESIGN LOADS Deflection No Load Wind Wind Aux_Load Load Id Dead Collat Live Snow Press Suct Id Coef 2 6 0 00 0 00 1 00 0 00 0 00 0 00 0 0 00 7 0 00 0 00 0 00 1 60 0 00 0 00 0 0 00 (49)PANEL DESIGN LOADS Surf No Load Wind Wind Aux_Load Id Load Id Dead Collat Live Snow Press Suct Id Coef No Load Wind Wind 2 2 19 0 00 0 00 1 00 0 00 0 00 0 00 0 0 00 Load Id Dead Collat Live Snow Press Suct 20 0 00 0 00 0 00 1 60 0 00 0 00 0 0 00 3 1 1 00 0 00 0 00 1 00 0 00 0 00 3 2 19 0 00 0 00 1 00 0 00 0 00 0 00 0 0 00 2 1 00 0 00 0 00 0 00 1 00 0 00 20 0 00 0 00 0 00 1 60 0 00 0 00 0 0 00 3 1 00 0 00 0 00 0 00 0 00 1 00 *(45)BRACING DESIGN LOADS Frame (50)PANEL DESIGN LOADS Deflection No Load Wind Wind Aux_Load No Load Wind Wind Load Id Dead Collat Live Snow EW Roof Seis Id Coef Load Id Dead Collat Live Snow Press Suct 6 1 1 00 1 00 0 00 1 00 1 00 1 00 0 00 0 0 00 3 4 0 00 0 00 0 00 1 00 0 00 0 00 2 0 60 0 00 0 00 0 00 1 00 1 00 0 00 0 0 00 5 0 00 0 00 0 00 0 00 1 00 0 00 3 1 00 1 00 0 00 0 00 0 00 0 00 1 00 0 0 00 6 0 00 0 00 0 00 0 00 0 00 1 00 4 1 00 1 00 0 75 0 75 0 00 0 00 0 52 0 0 00 5 1 00 1 00 0 00 0 75 0 00 0 00 0 52 0 0 00 (51)AUXILIARY LOADS 6 0 60 0 00 0 00 0 00 0 00 0 00 1 00 0 0 00 No Aux Aux No Add Add_Load Aux Id Name Combs Id Coef (46)BRACING DESIGN LOADS Brace 8 1 1 1 0 50 2 1 4 0 50 No. Load Wind Wind Aux_Load 3 2 1 0 50 Load Id Dead Collat Live Snow EW Roof Seis Id Coef 2 0 50 4 7 1 00 1 00 0 00 1 00 1 00 1 00 0 00 0 0 00 4 2 2 0 50 8 0 60 0 00 0 00 0 00 1 00 1 00 0 00 0 0 00 3 0 50 9 1 00 1 00 0 00 0 00 0 00 0 00 1 00 0 0 00 5 2 3 0 50 10 0 60 0 00 0 00 0 00 0 00 0 00 1 00 0 0 00 4 0 50 6 2 1 0 50 (47)EXTENSION DESIGN LOADS 3 0 50 SHEET 18 of 263 HCI Steel Buildings, Inc. 1/2/2008 1:1 I Job No 1 3869 1 m l Customer I CLALLAN BUILDERS AND 1 Date l 4/2/2008 Description) WESTPORT SHIPYARD INTERIOR 1 Designed Byl DLB HCI STEEL BUILDING SYSTEMS, INC. 7 2 2 0 50 4 0 50 8 SNOWDRIFT 2 5 1 00 6 1 00 (52)ADDITIONAL LOADS No Add Surf Basic Load Fy Dx Conc Add Id Id Load Type W1 W2 Dxl Dx2 Dist 6 1 0 D 25 0 25 0 0 00 21 25 2 0 D 25 0 25 0 21 25 42 50 3 0 D 25 0 -25 0 42 50 63 75 4 0 D 25 0 -25 0 63 75 85 00 5 2 D 39.3 0 0 0 00 9 46 6 3 D -39 3 0 0 0 00 9 46 (54)PURLIN LAPS Extensions 1 Checked By I V41 *Ext Data Set_1 Set 2 -Set_3 Id Opt Sets Left Right Quan Left Right Quan Left Right Quan 1 0 (55)PURLIN STRAPS Data Set_1 Set_2 Set_3- Set_4- Opt Sets Strap Quan Strap Quan Strap Quan Strap Quan 0 Page 37 Of 526 Page 38 Of 526 HCI STEEL BUILDING SYSTEMS, INC. SHEET 19 of 263 Job No l 3869 l modify i Customer' CLP.LLAM BUILDERS AND l Date 4/2/2008 Description) WESTPORT SHIPYARD INTERIOR l De igned By( 019 l Checked By l V41 Code file used was ROOFIBC 06 Version 3 0 (53)PURLIN LAPS BUILDING CODE Wind Code IBC *Surf Data Set 1 Set _2 -Set _3 Year 06 Id Opt Sets Left Right Quan Left Right Quan Left Right Quan Seismic Zone D 2 0 3 0 3869 Roof Design Code 4/ 2/08 9 Olam STRUCTURAL CODE Design Basis WS Hot Rolled Steel AISCO5 Cold Formed Steel NAUS01 MODULUS OF ELASTICITY Hot Rolled Steel 29000 (ksi Cold Formed Steel 29500 (ksi Surface No Peak (56)PURLIN STRAPS Extensions Id Length Row Space *Ext Data Set_1 Set_2 Set_3- Set_4 2 50 690 10 1 083 Id Opt Sets Strap Quan Strap Quan Strap Quan Strap Quan 1 0 3869 Purlin Layout Report (Surface 2) 4/ 2/08 9 Olam SURFACE LAYOUT PURLIN LOCATION (57)PANEL SCREWS Purlin Surf Load Dead Edge Show No Screw Washer Screw Screw Id Offset Space Width Load Wind Report *Zone Zone Part Dia Dia Space Strength 4 INT 1214112 0 210 0 500 12 000 1 000 1 4 805 4 885 4 927 0 95 Y Y EDGE 1214112 0 210 0 500 12 000 1 000 2 9 854 4 969 4 969 0 94 CORN' 1214112 0 210 0 500 12 000 1 000 3 14 823 4 969 4 969 0 94 BASE 1214112 0 210 0 500 12 000 1 900 HCI Steel Buildings, Inc. /2/2008 Job No l 3869 1 modify I Customer I CLALLAM BUILDERS AND 1 Date 1 4/2/2008 Description Deai ned DLB HCI STEEL BUILDING I WESTPORT SHIPYARD INTERIOR I 9 SYSTEMS. INC. 1 I Checked Elul V41 3869 Purlin Layout Report (Surface 2) 4/ 2/08 9 Olam 4 19 792 4 969 4 969 0 94 5 24 761 4 969 4 969 0 94 6 29 730 4 969 4 969 0 94 7 34 699 4 969 4 969 0 94 8 39 668 4 969 4 969 0 94 9 44 637 4 969 4 969 0 94 10 49 606 4 969 3 568 1 31 50 690 1 083 PURLIN LAYOUT Y Bay Span Purlin Span Lap(ft) No Unit Total Id Id Size (ft) Left Right Brace Weight Weight 1 9235014 1 29 0 5 3 53 5 LOAD COMBINATION 1 DL+CL +LL 1 2 9235014 19 96 1 88 0 90 4 903 9 2 3 9135014 21 25 1 88 1 88 0 103 5 1035 0 3 4 9235014 21 25 1 88 1 88 0 103 5 1035 0 4 5 9235014 19 96 1 88 0 90 4 903 9 6 9235014 1 29 0 5 3 53 5 PURLIN ANALYSIS Tota1(lb)= 398 5 3984 8 Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0 00 -0 19 0 00 0 00 0 00 0 12 Start End Load_Type 2 1 15 1 51 -1 78 0 12 -4 36 7 81 3 40 6 49 3 1 63 1 35 1 22 -1 49 6 49 3 69 -2 54 11 09 2 51 5 05 0 000 5 600 Edge Zone Wind 4 1 49 1 22 1 35 1 63 5 05 2 51 -2 54 10 16 3 69 6 49 SPECIAL LOADS Load Location 3869 Purlin Design Report (Surface 2) 4/ 2/08 9 Olam ROOF PURLIN DESIGN RUN 6 1, SURFACE 6 2 (Edge Strip Zone= 5 60) Page 39 Of 526 Page 40 Of 526 Bay Span Purlin Id Id Size SHEET 20 of 263 i Job N0 l 3869 l modify 1 �CUStomer l CLALLAM BUILDERS AND Date 1 4/2/2008 Designed A� Description) NESTPORT SHIPYARD INTERIOR 9 ed BA DLB HCI STEEL BUILDING SYSTEMS. INC. l i Checked By 1 V41 nv, 3869 Purlin Design Report (Surface 2) 4/ 2/08 9 Olam PURLIN LAYOUT (Purlin Id= 1) Span Lap(ft) Load No. (ft) Left Right Width Brace 1 9235014 1 29 4 93 0 1 2 9235014 19 96 1 88 4 93 0 2 3 9235014 21 25 1 88 1 88 4 93 0 3 4 9235014 21 25 1 88 1 88 4 93 0 4 5 9235014 19 96 1 88 4 93 0 6 9235014 1 29 4 93 0 5 1 78 1 51 -1 15 6 49 3 40 -4 36 12 15 0 12 6 0 19 0 00 0 12 0 00 1 29 0 00 STRENGTH /DEFLECTION Span Shear(k Moment(f -k Mom +Shr Deflection(in) Id Loc Calc Allow 0C Loc Calc Allow UC Loc UC Calc Allow 1 RS -0 19 4 00 0 05 RS 0 12 7 08 0 02 LS 0 00 0 13 2 RL -1 51 4 00 0 38 MS -4 36 7 08 0 61 RL 0 31 -0 55 3 LL 1 35 4 00 0 34 LL 3 69 7 08 0 52 LL 0 34 -0 26 HCI Steel buildings, Inc. /2/2008 HCI STEEL BUILDING SYSTEMS, INC. UNBRACE LENGTHS LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 Span Lap_Shear(k Shear_Ratio Id Left Right Left Right PURLIN ANALYSIS 1:1 I Job No 1 3869 codify Customer' CLALLAM BUILDERS AND l Date 1 4/2/2008 Desorption) WESTPORT SHIPYARD INTERIOR I Designed Byl DLB 1 I Checked By I V41 Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup Page 41 Of 526 Page 42 Of 526 HCI STEEL BUILDING SYSTEMS. INC. UNBRACE LENGTHS SHEET 21 of 263 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 Span Lap_Shear(k Shear_Ratio Id Left Right Left Right Job No 1 3869 l modify I Customer' CLALLAM BUILDERS AND I Date 1 4/2/2008 Description) WESTPORT SHIPYARD INTERIOR I Designed B4 DLB 1 Checked By' V41 3869 Purlin Design Report (Surface 2) 4/ 2/08 9 Olam 4 RL 6 -1 35 4 00 0 34 RL 66 3 6 69 7 08 0 52 RL 0 34 -0 26 5 LL 1 51 4 00 0 38 MS -4 36 7 08 0 61 LL 0 31 -0 55 1 0 00 -0 31 0 00 0 00 0 00 0 20 6 LS 0 19 4 00 0 05 LS 0 12 7 08 0 02 LS 0 00 0 13 2 1 90 2 49 2 95 0 20 7 20 7 81 5 62 10 72 3 2 69 2 24 -2 01 2 47 10 72 6 10 -4 20 11 09 4 14 8 34 4 2 47 2 01 -2 24 2 69 8 34 4 14 -4 20 10 16 6 10 10 72 5 2 95 2 49 1 90 10 72 5 62 7 20 12 15 0 20 Available 6 0 31 0 00 0 20 0 00 1 29 0 00 Reduction Span Minor Cb- Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In STRENGTH /DEFLECTION 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 Span Shear(k Moment(f k Mom +Shr Deflection(in) 2 20 0 15 5 0 0 0 0 2 6 1 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 3 21 3 1 9 3 3 0 0 2 4 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 1 9 2 4 0 0 3 3 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 1 RS -0 31 4 00 0 08 RS 0 20 7 08 0 03 RS 0 01 0 22 5 20 0 1 9 2 6 0 0 0 0 15 5 1 00 1 67 1 00 1 00 1 00 1 00 0 70 2 RL -2 49 4 00 0 62 MS 7 20 7 08 1 02 RL 0 86 -0 91 6 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 3 LL 2 24 4 00 0 56 LL 6 10 7 08 0 86 LL 0 93 -0 42 4 RL 2 24 4 00 0 56 RL 6 10 7 08 0 86 RL 0 93 -0 42 5 LL 2 49 4 00 0 62 MS 7 20 7 08 1 02 LL 0 86 -0 91 6 LS 031 4 00 0 08 LS 0 20 7 08 0 03 LS 0 01 0 22 3869 Design Report (Surface 2) 4/ 2/08 9 Olam 6 Available Reduction Span Minor -Cb- Factor 2 0 87 0 44 Id Major LS LL MS RL RS LS LL MS RL RS Out In 3 0 87 0 67 0 44 0 39 4 0 67 0 87 0 34 0 44 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 5 0 87 0 44 2 20 0 15 5 0 0 0 0 2 6 1 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 3 21 3 1 9 3 3 0 0 2 4 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 1 9 2 4 0 0 3 3 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 LOAD COMBINATION 8 2 DL +CL +1 6SL 5 20 0 1 9 2 6 0 0 0 0 15 5 1 00 1 67 1 00 1 00 1 00 1 00 0 70 6 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 HCI Steel Buildings, Inc. t/2/2008 Page 43 Of 526 Page 44 Of 526 Job No 1 3669 i modify /2006 yam ;g Customer I CLALLAH BUILDERS AND Date 1 4/2/2006 Description I WESTPORT SHIPYARD INTERIOR resigned BA DLB HCl STEEL BUILDIN HCI STEEL BUILDING I I `I Checked BY 1 V41 SYSTEMS. INC. I Job No 1 3869 I ifY I I Customer I CLALLAM BUILDERS AND I Date Checked B YI V41 4/2 Description) WESTPORT SHIPYARD INTERIOR Designed Bij DLH G SYSTEMS. INC. 3869 Purlin Design Report (Surface 2) 4/ 2/08 9 Olam 2 1 43 0 73 3 1 43 1 11 0 73 0 57 4 111 1 43 0 57 073 5 1 43 0 73 LOAD COMBINATION it 3 DL +CL +0 75LL +0 75WP PURLIN ANALYSIS STRENGTH /DEFLECTION LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Span Lap_Shear(k Shear_Ratio Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup Id Left Right Left Right 1 0 00 -0 21 0 00 0 00 0 00 0 14 2 0 96 0 49 2 1 27 1 67 -1 98 0 14 -4 83 7 81 3 77 7 19 3 0 96 0 75 0 49 0 38 3 1 81 1 50 1 35 -1 66 7 19 4 09 -2 82 11 09 2 78 5 60 4 0 75 0 96 0 38 0 49 4 1 66 1 35 -1 50 -1 81 5 60 2 78 2 82 10 16 4 09 7 19 5 0 96 0 49 5 1 98 1 67 1 27 7 19 3 77 -4 83 12 15 0 14 6 0 21 0 00 0 14 0 00 1 29 0 DO Span Shear(k Moment(f -k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow PORLIN ANALYSIS 1 RS -0 21 4 00 0 05 RS 0 14 7 08 0 02 LS 0 00 0 15 Shear(k Moment(f k 2 RL -1 67 4 00 0 42 MS -4 83 7 08 0 68 RL 0 39 -0 61 Span Left Left Right Right Left Left MidSpan Right Right 3 LL 1 50 4 00 0 37 LL 4 09 7 08 0 58 LL 0 42 -0 28 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 4 RL 1 50 4 00 0 37 RL 4 09 7 08 0 58 RL 0 42 -0 28 5 LL 1 67 4 00 0 42 MS -4 83 7 08 0 68 LL 0 39 -0 61 1 0 00 -0 23 0 00 0 00 0 00 0 15 6 LS 0 21 4 00 0 05 LS 0 14 7 08 0 02 LS 0 00 0 15 2 1 41 1 86 2 20 0 15 -5 36 7 81 4 18 7 99 3 2 00 1 67 1 50 1 B4 7 99 4 54 -3 13 11 09 3 09 6 21 UNBRACE LENGTHS 4 1 84 1 50 1 67 -2 00 6 21 3 09 3 13 10 16 4 54 7 99 5 2 20 1 86 -1 41 7 99 4 18 5 36 12 15 0 15 Available 6 0 23 0 00 0 15 0 00 1 29 0 00 Reduction SHEET 22 of 263 3869 Purlin Design Report (Surface 2) 4/ 2/08 9 Olam °tee= v Span Minor Cb- Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In 1 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 2 20 0 15 5 0 0 0 0 2 6 1 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 3 21 3 1 9 3 3 0 0 2 4 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 1 9 2 4 0 0 3 3 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 5 20 0 1 9 2 6 0 0 0 0 15 5 1 00 1 67 1 00 1 00 1 00 1 00 0 70 6 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 LOAD COMBINATION 9 4 DL +CL +0 75SL+0 75WP HCI Steel Buildings, Inc. /2/2008 t HCI STEEL BUILDING SYSTEMS, INC. Description1 WESTPORT SHIPYARD INTERIOR Job No 1 3869 Customer' CLALLAM BUILDERS AND I modify I Date 1 4/2/2008 1 Designed Byl DLB 1 Checked By I V41 3869 Purlin Design Report (Surface 2) 4/ 2/08 9 Olam STRENGTH /DEFLECTION Span Shear(k Moment(f -k Mom+Shr Deflection(in) Id Loc Cale Allow UC Loc Calc Allow UC Loc UC Calc Allow UNBRACE LENGTHS Bolt 0 500 (A325 Page 45 Of 526 Page 46 Of 526 HCI STEEL BUILDING SYSTEMS. INC. 3869 Purlin Design Report (Surface 2) PURLIN ANALYSIS 1 RS -0 23 4 00 0 06 RS 0 15 7 08 0 02 RS 0 00 0 17 Shear(k Moment(f -k 2 EL 1 86 4 00 0 46 MS 5 36 7 08 0 76 EL 0 48 -0 68 Span Left Left Right Right Left Left MidSpan Right Right 3 LL 1 67 4 00 0 42 LL 4 54 7 08 0 64 LL 0 51 -0 32 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 4 RL 1 67 4 00 0 42 RL 4 54 7 08 0 64 RL 0 51 -0 32 5 LL 1 86 4 00 0 46 MS -5 36 7 08 0 76 LL 0 48 -0 68 1 0 00 0 16 0 00 0 00 0 00 -0 10 6 LS 0 23 4 00 0 06 LS 0 15 7 08 0 02 LS 0 00 0 17 2 1 27 1 33 1 56 -0 10 4 19 7 69 3 01 -5 72 3 1 39 -1 16 1 00 1 23 -5 72 3 34 2 07 11 24 -2 00 -4 10 4 -1 23 -1 00 1 16 1 39 -4 10 2 00 2 07 10 01 -3 34 5 72 5 -1 56 -1 33 1 27 -5 72 -3 01 4 19 12 27 -0 10 Available 6 -0 16 0 00 -0 10 0 00 1 29 0 00 Reduction Span Minor Cb Factor Id Major IS LL MS RL RS LS LL MS RL RS Out In STRENGTH /DEFLECTION 1 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 Span Shear)k Moment(f -k Mom +Shr Deflection(in) 2 20 0 15 5 0 0 0 0 2 6 1 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 3 21 3 1 9 3 3 0 0 2 4 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 1 9 2 4 0 0 3 3 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 1 RS 0 16 4 00 0 04 RS -0 10 7 08 0 01 LS 0 00 -0 13 5 20 0 1 9 2 6 0 0 0 0 15 5 1 00 1 67 1 00 1 00 1 00 1 00 0 70 2 RL 1 33 4 00 0 33 MS 4 19 4 96 0 84 RL 0 25 0 53 6 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 3 LL -1 16 4 DO 0 29 LL 3 34 7 08 0 47 LL 0 27 0 20 4 RL 1 16 4 00 0 29 RL -3 34 7 08 0 47 RL 0 27 0 20 5 LL -1 33 4 00 0 33 MS 4 19 4 96 0 84 LL 0 25 0 53 LAP BOLT SHEAR /BEARING 6 LS -0 16 4 00 0 04 LS -0 10 7 08 0 01 LS 0 00 -0 13 UNBRACE LENGTHS Span Lap_Shear(k Shear_Ratio Available Id Left Right Left Right Reduction Span Minor Cb- Factor 2 1 06 0 54 Id Major LS LL MS RL RS LS LL MS RL RS Out In 3 1 06 0 83 0 54 0 42 4 0 83 1 06 0 42 0 54 1 1 3 1 3 0 0 1 3 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 70 5 1 06 0 54 2 20 0 0 0 15 5 15 5 0 0 0 0 1 00 1 00 1 00 1 67 1 00 1 00 0 70 3 21 3 0 0 0 0 11 6 0 0 0 0 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 0 0 0 0 11 6 0 0 0 0 1 00 1 67 1 00 1 67 1 00 1 00 0 70 LOAD COMBINATION 5 0 6DL +WS 5 20 0 0 0 0 0 15 5 15 5 0 0 1 00 1 67 1 OD 1 00 1 00 1 00 0 70 SHEET 23 of 263 1:1 1 Job Not 3869 I modify I Customer' CLALLAM BUILDERS AND I Date 1 4/2/2008 Desorlption1 WESTPORT SHIPYARD INTERIOR I Designed By( DLB 1 1 I Checked By V41 4/ 2/08 9 Olam HCI Steel Buildings, inc. 12/2008 Job No i 3869 1 modify 1 Job No 3869 i modify Customer i CLALLAM BUILDERS AND I 1 4/2/2008 Customer I CLALLAM BUILDERS AND I Date 1 9/2/2008 I Byl I Description HESTPOAT SHIPYARD INTERIOR I Designed Byl DLB Description WESTPOftT SHIPYARD INTERIOR Designed DLB II HCI STEEL BUILDING HCI STEEL BUILDING .v �.I& INC. I I Checked BSI V41 SYSTEMS. INC. I I Checked By I V41 3869 Purlin Design Report (Surface 2) 4/ 2/08 9 Olam 6 1 3 0 0 0 0 0 0 0 0 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 Span Lap_Shear(k Shear_Ratio Id Left Right Left Right 2 0 76 0 39 3 0 76 0.55 0 39 0 28 4 055 0 76 028 039 5 0 76 0 39 LOAD COMBINATION 6 DL +CL +SL /2 +AUX3 PURLIN ANALYSIS Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Span Lap_Shear(k Shear_Ratio Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup Id Left Right Left Right 1 0 00 -0 22 0 00 0 00 0 00 0 14 2 1 05 0 54 2 1 33 -1 79 -2 11 0 14 -5 01 7 73 4 24 7 89 3 1 05 0 65 0 54 0 33 3 1 98 1 65 -1 37 1 69 7 89 4 49 3 42 11 45 2 00 4 87 4 0 65 0 62 0 33 0 32 4 1 19 0 98 -0 96 -1 17 4 87 2 83 -1 51 10 73 2 63 4 63 5 0 62 0 32 5 1 33 1 13 -0 88 4 63 2 32 -3 40 12 03 0 09 6 0 14 0 00 0 09 0 00 1 29 0 00 STRENGTH /DEFLECTION. Page 47 Of 526 Page 48 Of 526 SHEET 24 of 263 3869 __222-222=2222=2=====-- urlin Design Report (Surface 2) 4/ 2/08 9 Olam =soma 3 LL 1 65 4 00 0 41 LL 4 49 7 08 0 63 LL 0 50 39 4 LL 0 98 4 00 0 25 LL 2 83 7 08 0 40 LL 0 20 -0 11 5 LL 1 13 4 00 0 28 MS 3 40 7 08 0 48 LL 0 15 -0 44 6 LS 0 14 4 00 0 04 LS 0 09 7 08 0 01 LS 0 00 0 11 UNBRACE LENGTHS Available Reduction Span Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In 1 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 2 20 0 15 3 0 0 0 0 2 7 1 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 3 21 3 1 9 3 3 0 0 1 6 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 1 9 3 6 0 0 3 4 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 5 20 0 1 9 2 3 0 0 0 0 15 8 1 00 1 67 1 00 1 00 1 00 1 00 0 70 6 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 LOAD COMBINATION if 7 DL +CL +SL /2 +AUX4 Span Shear(k Moment(f k Mom +Shr Deflection(in) Id Loc Calc Allow DC Loc Cale Allow UC Loc UC Calc Allow PURLIN ANALYSIS 1 RS -0 22 4 00 0 06 RS 0 14 7 08 0 02 RS 0 00 0 15 Shear(k Moment(f -k 2 RL -1 79 4 00 0 45 MS -5 01 7 08 0 71 RL 0 48 -0 62 Span Left Left Right Right Left Left MidSpan Right Right HCI Steel Buildings, Inc. 2/2008 1 Job No 1 3869 I modify I Customer I CLALLAM BUILDERS AND 1 Date 1 4/2/2008 `Description l Rd STEEL BUILDING WESTPORT SHIPYARD INTERIOR I Designed BYI DLB SYSTEMS.INC. I 1 I Checked Byl V41 3869 Purlin Design Report (Surface 2) 4/ 2/08 9 Olam Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0 00 -0 14 0 00 0 00 0 00 0 09 2 0 81 -1 19 -1 40 0 09 2 90 7 34 3 50 5 93 3 1 79 1 47 -1 55 1 87 5 93 2 87 3 39 10 39 3 57 6 78 4 1 87 1 55 -1 47 -1 79 6 78 3 57 -3 39 10 86 2 87 5 93 5 1 40 1 19 -0 81 5 93 3 50 -2 90 12 61 0 09 6 0 14 0 00 0 09 0 00 1 29 0 00 STRENGTH /DEFLECTION. Span Shear(k Moment(f -k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Cale Allow UNBRACE LENGTHS Span Lap_Shear(k Shear_Ratio Page 49 Of 526 Page 50 of 526 HCI STEEL BUILDING SYSTEMS. INC. 2 079 040 3 0 79 0 90 0 40 0 46 4 0 90 0 79 0 46 0 40 5 079 040 LOAD COMBINATION 8 8 DL +CL +SL /2 +AUX5 PURLIN ANALYSIS SHEET 25 of 263 111 1 Job No 1 3869 I modify Customer 1 CLALLAM BUILDERS AND Date Designed B l 4/2/2008 'Description' WESTPORT SHIPYARD INTERIOR I j DLB I Checked By V41 3869 Purlin Design Report (Surface 2) 4/ 2/08 9 Olam Id Left Right Left Right 1 RS -0 14 4 00 0 04 RS 0 09 7 08 0 01 LS 0 00 0 08 Shear(k Moment(f -k 2 RL 1 19 4 00 0 30 RL 3 50 7 08 0 49 RL 0 30 -0 32 Span Left Left Right Right Left Left MidSpan Right Right 3 RL -1 55 4 00 0 39 RL 3 57 7 08 0 50 RL 0 34 -0 40 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 4 LL 1 55 4 00 0 39 LL 3 57 7 08 0 50 LL 0 34 -0 40 5 LL 1 19 4 00 0 30 LL 3 50 7 08 0 49 LL 0 30 -0 32 1 0 00 -0 14 0 00 0 00 0 00 0 09 6 LS 0 14 4 00 0 04 LS 0 09 7 08 0 01 LS 0 00 0 08 2 0 88 1 13 -1 33 0 09 -3 40 7 93 2 32 4 63 3 1 17 0 96 -0 98 -1 19 4 63 2 63 -1 51 10 52 2 83 4 87 4 1 69 1 37 1 65 -1 98 4 87 2 00 -3 42 9 80 4 49 7 89 5 2 11 1 79 -1 33 7 89 4 24 -5 01 12 23 0 14 Available 6 0 22 0 00 0 14 0 00 1 29 0 00 Reduction Span Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In STRENGTH /DEFLECTION 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 Span Shear(k Moment -k Mom +Shr Deflection(in) 2 20 0 14 6 0 0 0 0 3 5 1 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 3 21 3 1 9 2 3 0 0 2 7 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 1 9 2 7 0 0 2 3 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 1 RS -0 14 4 00 0 04 RS 0 09 7 08 0 01 LS 0 00 0 11 5 20 0 1 9 3 5 0 0 0 0 14 6 1 00 1 67 1 00 1 00 1 00 1 00 0 70 2 RL -1 13 4 00 0 28 MS -3 40 7 08 0 48 RL 0 15 -0 44 6 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 3 RL -0 98 4 00 0 25 RL 2 83 7 08 0 40 RL 0 20 -0 11 4 RL -1 65 4 00 0 41 RL 4 49 7 08 0 63 RL 0 50 -0 39 5 LL 1 79 4 00 0 45 MS 5 01 7 08 0 71 1.1. 0 48 -0 62 LAP BOLT SHEAR /BEARING 6 LS 0 22 4 00 0 06 LS 0 14 7 08 0 02 LS 0 00 0 15 Bolt 0 500 (A325 UNBRACE LENGTHS Available HCI Steel Buildings Inc. I Job No 1 3869 C �CO No 1 CLALLAM AND Description) NESTPORT SHIPYAR D INTERIOR HCI STEEL BUILDING SYSTEMS. INC. 3869 Purlin Design Report (Surface 2) 4/ 2/08 9 Olam Reduction Span Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In 1 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 2 20 0 15 8 0 0 0 0 2 3 1 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 3 21 3 1 9 3 4 0 0 3 6 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 1 9 1 6 0 0 3 3 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 5 200 19 27 00 00153 100167100 100 070 6 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 span Lap_Shear(k Shear_Ratio Id Left Right Left Right 2 0 62 0 32 3 0 62 0 65 0 32 0 33 4 0 65 1 05 0 33 0 54 5 1 05 0 54 LOAD COMBINATION 9 DL +CL +SL /2 +AUX1 PORLIN ANALYSIS I modify 1 1 Date 1 4/2/2008 1 Designed By1 DLB Checked BY' V41 Page 51 Of 526 Page 52 Of 526 1 Job No! 3869 1 m Customer1 CLALLAM BUILDERS AND I Description) HESTPORT SHIPYARD INTERIOR I DLB SY HCI S 1 ntL BUILDING i{ STEMS INC. I 1 Checked V41 3869 Purlin Design Report (Surface 2) STRENGTH /DEFLECTION UNBRACE LENGTHS Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Span Lap Shear(k Shear_Ratio Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup Id Left Right Left Right 1 0 CO -0 22 0 00 0 00 0 00 0 14 2 0 86 0 44 2 1 40 -1 72 -2 04 0 14 -5 57 8 14 2 96 6 48 3 0 86 0 45 0 44 0 23 3 1 32 1 12 -0 83 -1 03 6 48 4 19 -1 42 11 94 1 65 3 39 4 0 45 0 67 0 23 0 34 4 1 10 0 89 -1 05 -1 26 3 39 1 52 -2 09 9 94 2 85 5 01 5 0 67 0 34 5 1 35 1 15 -0 86 5 01 2 67 -3 25 12 20 0 09 6 0 14 0 00 0 09 0 00 1 29 0 00 SHEET 26 of 263 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 4/2/2008 ccc 4/ 2/08 9 Olam Span Shear(k Moment(f -k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 RS -0 22 4 00 0 06 55 0 14 7 08 0 02 RS 0 00 0 18 2 RL 1 72 4 00 0 43 MS -5 57 7 08 0 79 RL 0 28 -0 76 3 LL 1 12 4 00 0 28 LL 4 19 7 08 0 59 LL 0 40 -0 06 4 RL -1 05 4 00 0 26 RL 2 85 7 08 0 40 RL 0 20 -0 23 5 LL 1 15 4 00 0 29 MS -3 25 7 08 0 46 LL 0 19 -0 41 6 LS 0 14 4 00 0 04 LS 0 09 7 08 0 01 LS 0 00 0 10 Available Reduction Span Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 2 20 0 16 2 0 0 0 0 1 9 1 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 3 21 3 1 9 5 0 0 0 2 4 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 1 9 1 9 0 0 3 3 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 5 20 0 1 9 2 7 0 0 0 0 15 4 1 00 1 67 1 00 1 00 1 00 1 00 0 70 6 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 */2/2008 HCI Steel Buildings, Inc. r/2/2008 Job No 1 3869 Customer I CLALLAM BUILDERS AND Description 1 WESTPORT SHIPYARD INTERIOR HCI STEEL BUILDING l SYSTEMS,INC. modify Dote 1 4/2/2008 Designed 8 DLB Checked By l V41 3869 Purlin Design Report (Surface 2) 4/ 2/08 9 Olam LOAD COMBINATION 610 DL +CL +SL /2 +ADX2 PURLIN ANALYSIS STRENGTH /DEFLECTION Page 53 Of 526 Page 54 Of 526 I i SHEET 27 of 263 Job Nol 3869 I modify 1 Customer' CLALLAM BUILDERS AND 'Date 1 4/2/2008 Description 1 WESTPORT SHIPYARD INTERIOR Designed BYI DLB HCI STEEL BUILDING SYSTEMS, INC. l 1 Checked BY' V41 3869 Purlin Design Report (Surface 2) 4/ 2/06 9 Olam 5 20 0 1 9 1 9 0 0 0 0 16 2 1 00 1 67 1 00 1 00 1 00 1 00 0 70 6 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 LAP BOLT SHEAR /BEARING. Bolt 0 500 (A325 Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Span Lap_Shear(k Shear Ratio Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup Id Left Right Left Right 1 0 00 -0 14 0 00 0 00 0 00 0 09 2 0 67 0 34 2 0 86 1 15 -1 35 0 09 3 25 7 76 2 67 5 01 3 0 67 0 45 0 34 0 23 3 1 26 1 05 -0 89 -1 10 5 01 2 85 -2 09 11 31 1 52 3 39 4 0 45 0 86 0 23 0 44 4 1 03 0 83 1 12 1 32 3 39 1 65 1 42 9 31 4 19 6 48 5 0 86 0 44 5 2 04 1 72 1 40 6 48 2 96 5 57 11 82 0 14 6 0 22 0 00 0 14 0 00 1 29 0 00 Span Shear(k Moment(f -k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc DC Calc Allow PURLIN ANALYSIS. LOAD COMBINATION 911 DL +CL +SL -1 0AUX1 1 RS -0 14 4 00 0 04 RS 0 09 7 08 0 01 LS 0 00 0 10 Shear(k Moment(f -k 2 RL -1 15 4 00 0 29 MS 3 25 7 08 0 46 RL 0 19 -0 41 Span Left Left Right Right Left Left MidSpan Right Right 3 LL 1 05 4 00 0 26 LL 2 85 7 08 0 40 LL 0 20 -0 23 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 4 RL -1 12 4 00 0 28 RL 4 19 7 08 0 59 RL 0 40 -0 06 5 LL 1 72 4 00 0 43 MS -5 57 7 08 0 79 LL 0 28 -0 76 1 0 00 -0 14 0 00 0 00 0 00 0 09 6 13 0 22 4 00 0 06 15 0 14 7 08 0 02 LS 0 00 0 18 2 0 80 1 18 -1 38 0 09 2 81 7 29 3 56 5 96 3 1 80 1 48 1 51 -1 83 5 96 2 89 3 52 10 53 3 16 6 30 DNBRACE LENGTHS 4 1 76 1 44 1 55 1 87 6 30 3 29 -2 79 10 31 4 23 7 44 5 2 07 1 75 1 34 7 44 3 85 -5 11 12 12 0 14 Available 6 0 22 0 OD 0 14 0 00 1 29 0 00 Reduction Span Minor Cb- Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In STRENGTH /DEFLECTION 1 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 Span Shear(k Moment (f -k Mom +Shr Deflection (in) 2 20 0 15 4 0 0 0 0 2 7 1 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 3 21 3 1 9 3 3 0 0 1 9 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 1 9 2 4 0 0 5 0 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 1 RS -0 14 4 00 0 04 33 0 09 7 08 0 01 LS 0 00 0 08 NCI Steel Buildings, Inc. +/2/2008 Job No' 3869 Customer' CLALLAM BUILDERS AND Description' WESTPORT SHIPYARD INTERIOR Ha STEEL BUILDING l i SYSTEMS. INC. 3869 Purlin Design Report (Surface 2) I modify 'Date 4/2/2008 Designed Byl DLB Checked By I V41 4/ 2/08 9 Olam 2 RL -1 18 4 00 0 29 RL 3 56 7 08 0 50 RL 0 30 -0 30 3 RL -1 51 4 00 0 38 MS 3 52 7 08 0 50 RL 0 28 -0 43 4 RL -1 55 4 00 0 39 RL 4 23 7 08 0 60 RL 0 45 -0 26 5 LL 1 75 4 00 0 44 MS -5 11 7 08 0 72 LL 0 41 -0 65 1 0 00 -0 22 0 00 0 00 0 00 0 14 6 LS 0 22 4 00 0 06 LS 0 14 7 08 0 02 LS 0 00 0 16 2 1 34 1 75 2 07 0 14 -5 11 7 84 3 85 7 44 3 1 87 1 55 1,44 -1 76 7 44 4 23 -2 79 10 94 3.29 6 30 4 1 83 1 51 -1 48 1 80 6 30 3 16 -3 52 10 72 2 89 5 96 5 1 38 1 18 -0 80 5 96 3 56 -2 81 12 67 0 09 Available 6 0 14 0 00 0 09 0 00 1.29 0 00 Reduction Span Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In STRENGTH /DEFLECTION 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 Span Shear(k Moment(f -k Mom +Shr Deflection(in) 2 20 0 14 5 0 0 0 0 3 6 1 9 1 00 1 00 1 00 1 67 2 00 1 00 0 70 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 3 21 3 1 9 2 2 0 0 2 4 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 1 9 2 7 0 0 3 4 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 1 RS -0 22 4 00 0 06 RS 0 14 7 08 0 02 RS 0 00 0 16 5 20 0 1 9 2 5 0 0 0 0 15 6 1 00 1 67 1 00 1 00 1 00 1 00 0 70 2 RL -1 75 4 DO 0 44 945 -5 11 7 08 0 72 RL 0 41 -0 65 6 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 3 LL 1 55 4 00 0 39 LL 4 23 7 08 0 60 LL 0 45 -0 26 UNBRACE LENGTHS LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 Span Lap_Shear(k Shear Ratio Available Id Left Right Left Right Reduction Span Minor Cb Factor 2 0 80 0 41 Id Major LS LL MS RL RS LS LL MS RL RS Out In 3 0 80 0 84 0 41 0 43 4 0 84 0 99 0 43 0 51 1 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 5 0 99 0 51 2 20 0 15 6 0 0 0 0 2 5 1 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 3 21 3 1 9 3 4 0 0 2 7 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 1 9 2 4 0 0 2 2 1 9 1 00 1 67 1 00 1 67 1 00 1 OD 0 70 LOAD COMBINATION 412 DL +CL +SL -1 0AUX2 5 20 0 1 9 3 6 0 0 0 0 14 5 1 00 1 67 1 00 1 00 1 00 1 00 0 70 6 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 OD 0 70 PURLIN ANALYSIS Shear(k Moment(f -k Page 55 Of 526 Page 56 Of 526 Job No' 3869 I modify SYSCI III Customer] CLALLAM BUILDERS AND !Date 1 9/2/2008 I_ Description' WESTPORT SHIPYARD INTERIOR Designed Sy' D19 T INC (DING 1 I Checked SY I V41 SHEET 28 of 263 3869 Purlin Design Report (Surface 2) 4/ 2/08 9 Olam n Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 4 LL 1 51 4 00 0 38 MS -3 52 7 08 0 50 LL 0 28 -0 43 5 LL 1 18 4 00 0 29 LL 3 56 7 08 0 50 LL 0 30 -0 30 6 LS 0 14 4 DO 0 04 LS 0 09 7 08 0 01 LS 0 00 0 08 EMBRACE LENGTHS LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 HCI Steel Buildings, Inc. /2/2008 Page 58 Of 526 Job No 1 3869 1 modify 1 Customer I CLALLAM BUILDERS AND I Date 1 4/2/2008 Description( WESTPORT SHIPYARD INTERIOR Designed Byl P18 Cheesed Rylv41 1 Checked ey l V41 nA 3869 Purlin Design Report (Surface 2) 4/ 2/08 9 Olam 3869 Purlin Design Report (Surface 2) 4/ 2/08 9 Olam Span Lap_Shear(k Shear_Ratio �m s =a a -s ==y� -^---..M. G =�m.N Id Left Right Left Right C I Job er 1 1 Date Customer) CLAI CLALLAM BUILDERS AND I Date e 1 9/2/2008 MCI STEEL BUILDING Description! WESTPORT SHIPYARD INTERIOR I Designed Byl DLB 1 SYSTEMS. INC. 2 0 99 0 51 3 0 99 0 84 0 51 0 43 4 0 84 0 80 0 43 0 41 5 0 80 0 41 LOAD COMBINATION 913 DL +CL +1 6AUX3 PURLIN ANALYSIS STRENGTH /DEFLECTION Span Shear(k Moment(f -k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow Page 57 Of 526 HCI STEEL BUILDING SYSTEMS. INC. SHEET 29 of 263 Available Reduction Span Minor -Cb Factor Id Major LS LL MS RL R5 LS LL M5 RL RS Out In 1 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 2 20 0 15 2 0 0 0 0 2 9 1 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 3 21 3 1 9 3 3 0 0 1 0 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 1 9 6 8 0 0 3 8 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 5 20 0 1 9 1 7 0 0 0 0 16 4 1 00 1 67 1 00 1 00 1 00 1 00 0 70 6 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 PURLIN ANALYSIS Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Span Lap_Shear(k Shear_Ratio Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup Id Left Right Left Right 1 0 00 -0 19 0 00 0 00 0 00 0 12 2 0 94 0 48 2 1 15 1 56 -1 84 0 12 -4 27 7 66 3 86 7 04 3 0 94 0 46 0 48 0 23 3 1 76 1 48 1 14 -1 42 7 04 4 01 -3 29 11 76 1 05 3 45 4 0 46 0 24 0 23 0 12 4 0 62 0 52 -0 37 -0 47 3 45 2 38 -0 31 12 13 1 03 1 82 5 0 24 0 12 5 0 60 0 50 -0 42 1 82 0 79 -1 69 11 72 0 04 6 0 07 0 00 0 04 0 00 1 29 0 00 LOAD COMBINATION 814 DL +CL +1 6AUX4 1 RS -0 19 4 00 0 05 RS 0 12 7 08 0 02 LS 0 00 0 13 Shear(k Moment(f -k 2 RL -1 56 4 00 0 39 MS -4 27 7 08 0 60 RL 0 39 -0 52 Span Left Left Right Right Left Left MidSpan Right Right 3 LL 1 48 4 00 0 37 LL 4 01 7 08 0 57 LL 0 40 -0 40 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 4 LL 0 52 4 00 0 13 LL 2 38 7 08 0 34 LL 0 12 0 05 5 LL 0 50 4 00 0 13 MS -1 69 7 08 0.24 LS 0 02 -0 23 1 0 00 -0 07 0 00 0 00 0 00 0 04 6 LS 0 07 4 00 0 02 LS 0 04 7 08 0 01 LS 0 00 0 05 2 0 32 -0 61 -0 70 0 04 -0 94 6 19 2 67 3 90 3 1 47 1 19 -1 43 1 71 3 90 1 41 -3 30 9 81 3 55 6 49 UNBRACE LENGTHS 4 1 71 1 43 -1 19 -1 47 6 49 3 55 3 30 11 44 1 41 3 90 5 0 70 0 61 -0 32 3 90 2 67 -0 94 13 77 0 04 HCI Steel Buildings, Inc. /2/2008 l Jab No 1 3869 C Customer 1 1 CLALLAM BUILDERS AND Descriptin1 WESTPORT SHIPYARD INTERIOR HCI STEEL BUILDING 1 SYSTEMS. INC. I.�.I I 3869 Purlin Design Report (Surface 2) 6 0 07 0 00 0 09 STRENGTH /DEFLECTION UMBRAGE LENGTHS Bolt 0 500 (A325 modify 1 Date 4/2/2008 Designed Byl BLS checked DYI V41 4/ 2/08 9 Olam 0 00 1 29 0 00 Span Shear(k Moment(f -k Mom +Shr Deflection(in) Id Loc Ca1C Allow UC Loc Ca1C Allow UC Loc UC Calc Allow 1 RS -0 07 4 00 0 02 RS 0 04 7 08 0 01 LS 0 00 0 02 2 RL -0 61 4 00 0 15 RL 2 67 7 08 0 38 RL 0 16 -0 03 3 RL -1 43 4 00 0 36 RL 3 55 7 08 0 50 RL 0 33 -0 41 4 LL 1 43 4 00 0 36 LL 3 55 7 08 0 50 LL 0 33 -0 41 5 LL 0 61 4 00 0 15 LL 2 67 7 08 0 38 LL 0 16 -0 03 6 LS 0 07 4 00 0 02 LS 0 04 7 08 0 01 LS 0 00 0 02 Page 59 Of 526 Page 60 Of 526 SHEET 30 of 263 I 1 Job No 1 3869 1 modify 1 1:1 I Customer I CLALLAM BUILDERS AND I Date 1 4/2/2008 I}— Descnption1 WESTPORT SHIPYARD INTERIOR Designed Dyl DLB By HCI STEEL BUILDING SY STEMS, INC. .a�_— I -_.ret_ .n.— mOQ6G Checked I V41 3869 Purlin Design Report (Surface 2) 4/ 2/08 9 Olam LOAD COMBINATION 015 DL +CL +1 6AUX5 PURLIN ANALYSIS Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0 00 -0 07 0 00 0 00 0 00 0 04 2 0 42 -0 50 -0 60 0 04 1 69 8 24 0 79 1 82 3 0 47 0 37 -0 52 -0 62 1 82 1 03 -0 31 9 12 2 38 3 45 4 1 42 1 14 1 48 1 76 3 45 1 05 3 29 9 49 4 01 7 04 5 1 84 1 56 1 15 7 04 3 86 -4 27 12 30 0 12 Available 6 0 19 0 00 0 12 0 00 1 29 0 00 Reduction Span Minor C Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In STRENGTH /DEFLECTION 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 Span Shear(k Moment(f -k Mom +Shr Deflection(in) 2 20 0 12 2 0 0 0 0 5 8 1 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 3 21 3 1 9 1 3 0 .0 2 9 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 1 9 2 9 0 0 1 3 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 1 RS -0 07 4 00 0 02 RS 0 04 7 08 0 01 LS 0 00 0 05 5 20 0 1 9 5 8 0 0 0 0 12 2 1 00 1 67 1 00 1 00 1 00 1 00 0 70 2 RL -0 50 4 00 0 13 148 -1 69 7 08 0 24 RS 0 02 -0 23 6 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 3 RL -0 52 4 00 0 13 RL 2 38 7 08 0 34 RL 0 12 0 05 4 RL -1 48 4 00 0 37 RL 4 01 7 08 0 57 RL 0 40 -0 40 5 LL 1 56 4 00 0 39 MS -4 27 7 08 0 60 LL 0 39 -0 52 LAP BOLT SHEAR /BEARING 6 LS 0 19 4 00 0 05 LS 0 12 7 08 0 02 LS 0 00 0 13 UNBRACE LENGTHS Span Lap_Shear(k Shear_Ratio Available Id Left Right Left Right Reduction Span Minor Cb- Factor 2 0 52 0 27 Id Major LS LL MS RL RS LS LL MS RL RS Out In 3 0 52 0 87 0 27 0 44 4 0 87 0 52 0 44 0 27 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 5 0 52 0 27 2 20 0 16 4 0 0 0 0 1 7 1 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 3 21 3 1 9 3 8 0 0 6 8 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 NCI Steel Buildings, inc. 42/2008 Job No 1 3869 1 modify Customer] CLALLAM BUILDERS AND I Date Description) WESTPORT SHIPYARD INTERIOR I Designed Byj DLB NCI STEEL BUILDING SYSTEMS. INC. I I I Checked By 1 V41 3669 Purlin Design Report (Surface 2) 4/ 2/08 9 01am 4 21 3 1 9 1 0 0 0 3 3 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 5 20 0 1 9 2 9 0 0 0 0 15 2 1 00 1 67 1 00 1 00 1 00 1 00 0 70 6 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 Span Lap_Shear(k Id Left Right 2 3 4 5 0 24 O 46 O 94 PURLIN ANALYSIS Span Left Id Sup O 24 O 46 O 94 LOAD COMBINATION #16 DL +CL +1 6AUX6 STRENGTH /DEFLECTION Span Id Shear Ratio Left Right 0 12 O 12 0 23 O 23 0 48 O 48 Shear(k Left Right Lap Lap 4/2/2008 Moment(f -k Right Left Left MidSpan Right Right Sup Sup Lap Mom Loc Lap Sup 1 0 00 -0 19 0 00 0 00 0 00 0 12 2 1 29 1 42 -1 70 0 12 -5 44 8 62 1 26 4 17 3 0 58 0 48 -0 41 -0 51 4 17 3 18 0 92 11 30 2 58 3 45 4 1 53 1 25 1 37 -1 65 3 45 0 84 -4 39 10 24 1 86 4 69 5 0 74 0 65 -0 28 4 69 3 38 -0 71 14 54 0 04 6 0 07 0 00 0 04 0 00 1 29 0 00 Shear(k Moment(f -k Mom +Shr Deflection(in) Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow Page 61 Of 526 1 Job Nol 3869 l modify l Description l CLALLAN BUILDERS AND 1 Date I 4/2/2008 De WESTPORT SHIPYARD INTERIOR I Designed ByI 01B HCI STEM- BUILDING DING SYSTEMS, INC. 3869 Purlin Design Report (Surface 2) 4/ 2/08 9 Olam 1 2 3 4 5 6 UNBRACE LENGTHS Span Id 1 2 3 4 5 6 RS RL LL RL LL LS Major 1 3 20 0 21 3 21 3 20 0 1 3 Span Lap_Shear(k Id Left Right 2 0 56 3 0 56 0 46 4 0 46 0 62 5 0 62 SHEET 31 of 263 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 1 1 -0 19 4 00 0 05 1 42 4 00 0 35 0 48 4 00 0 12 -1 37 4 00 0 34 0 65 4 00 0 16 0 07 4 00 0 02 Minor LS LL MS 1 3 1 3 0 0 17 1 0 0 0 0 1 9 17 5 17 5 1 9 0 7 0 0 1 9 7 4 0 0 1 3 1 3 1 3 Shear_Ratio Left Right 0 28 O 28 0 23 O 23 0 32 O 32 RS MS LL MS LL LS RL RS 1 3 1 3 0 9 1 9 17 5 1 9 1 5 1 9 '0 0 10 7 1 3 1 3 LOAD COMBINATION #17 DL +CL +1 6AUX7 PURLIN ANALYSIS 0 5 3 4 3 0 12 44 18 39 38 04 7 08 0 02 7 08 0 77 4 96 0 64 7 08 0 62 7 08 0 48 7 08 0 01 I Checked By I V41 LS 0 00 RS 0 13 LL 0 21 RS 0 15 LL 0 24 LS 0 00 0 18 -0 60 0 32 -0 67 0 05 0 01 Available Reduction Cb Factor LS LL MS RL RS Out In 1 00 1 00 1 00 1 00 1 00 1 00 0 70 1 00 1 00 1 00 1 67 1 00 1 00 0 70 1 00 1 67 1 00 1 67 1 00 1 00 0 70 1 00 1 67 1 00 1 67 1 00 1 00 0 70 1 00 1 67 1 00 1 00 1 00 1 00 0 70 1 00 1 00 1 00 1 00 1 00 1 00 0 70 Page 62 Of 526 HCI Steel Buildings, Inc. 112/2008 I Job No 3869 i ELE:111 Customer' CLALLAM BUILDERS AND 9/2/2008 Description) WESTPORT SHIPYARD INTERIOR DLB HCI STEEL BUILDING SYSTEMS. INC. I I Checked v41 3869 =a QL Purlin Report (Surface 2) as 4/ 2/08 9 Olam s Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0 00 -0 07 0 00 0 00 0 00 0 04 2 0 28 -0 65 -0 74 0 04 -0 71 5 42 3 38 4 69 3 1 65 1 37 -1 25 1 53 4 69 1 86 -4 39 11 01 0 84 3 45 4 0 51 0 41 -0 48 -0 58 3 45 2 58 0 92 9 95 3 16 4 17 5 1 70 1 42 1 29 4 17 1 26 -5 44 11 34 0 12 6 0 19 0 00 0 12 0 00 1 29 0 00 STRENGTH /DEFLECTION 3869 Span Shear(k Moment(f-k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow PURLIN ANALYSIS UNBRACE LENGTHS Page 63 Of 526 Page 64 Of 526 SHEET 32 of 263 Job No 1 3869 Customer I CLALLAM BUILDERS AND I DescraptionI WESTPORT SHIPYARD INTERIOR HCI STEEL BUILDING I SYSTEMS. INC. Purlin Design Report (Surface 2) aII 4/ 2/08 9 Olam Span Lap_Shear(k Shear_Ratio Id Left Right Left Right 2 0 62 0 32 3 0 62 0 46 0 32 0 23 4 0 46 0 56 0 23 0 28 5 0 56 0 28 LOAD COMBINATION 918 DL +CL +SL +AUX8 I modify 1 Date 1 4/2/2008 I Designed By' DLB Checked WI V41 1 Rs -0 07 4 00 0 02 RS 0 04 7 08 0 01 LS 0 00 0 01 Shearlk Moment(f-k 2 RL -0 65 4 00 0 16 RL 3 38 7 08 0 48 RL 0 24 0 05 Span Left Left Right Right Left Left MidSpan Right Right 3 LL 1 37 4 00 0 34 MS -4 39 7 08 0 62 LS 0 15 -0 67 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 4 RL -0 48 4 00 0 12 RL 3 18 4 96 0 64 RL 0 21 0 32 5 LL 1 42 4 00 0 35 MS -5 44 7 08 0 77 LS 0 13 -0 80 1 0 00 -0 45 0 00 0 00 0 00 0 30 6 LS 0 19 4 00 0 05 LS 0 12 7 08 0 02 LS 0 00 0 18 2 1 91 1 86 2 18 0 30 -5 97 7 41 4 17 7 97 3 1 92 1 60 1 39 -1 71 7 97 4 67 -2 81 11 23 2 85 5 76 4 1 73 1 41 -1 58 -1 90 5 76 2 82 -3 00 10 13 4 31 7 58 5 2 08 1 76 -1 33 7 58 3 98 -5 06 12 16 0 14 Available 6 0 22 0 00 0 14 0 00 1 29 0 00 Reduction Span Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In STRENGTH /DEFLECTION 1 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 Span Shear(k Moment(f-k Mom +Shr Deflection(in) 2 20 0 10 7 0 0 0 0 7 4 1 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 3 21 3 1 9 1 5 0 0 0 7 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 1 9 17 5 17 5 17 5 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 1 RS -0 45 4 00 0 11 815 0 30 7 08 0 04 RS 0 01 0 19 5 20 0 1 9 0 9 0 0 0 0 17 1 1 00 1 67 1 00 1 00 1 00 1 00 0 70 2 LS 1 91 4 00 0 48 MS 5 97 7 08 0 84 RL 0 48 -0 76 6 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 3 LL 1 60 4 00 0 40 LL 4 67 7 08 0 66 LL 0 53 -0 26 4 RL -1 58 4 00 0 40 RL 4 31 7 08 0 61 RL 0 46 -0 31 5 LL 1 76 4 00 0 44 815 -5 06 7 08 0 71 LL 0 43 -0 64 LAP BOLT SHEAR /BEARING 6 LS 0 22 4 00 0 06 LS 0 14 7 08 0 02 LS 0 00 0 16 Bolt 0 500 (A325 UNBRACE LENGTHS HCI Steel Buildings, Inc. Page 65 Of 526 Page 66 Of 526 I modify I Job No 1 3869 I modify I u 9ob No 3869 I Customer' CLALLAM BUILDERS AND Date 1 9/2/2008 f= Customer I CLALLAM BUILDERS AND Date 1 :::/2008 Description' WESTPORT SHIPYARD INTERIOR nesigned e0J DLB Description) WESTPORT SHIPYARD INTERIOR I Designed Syj HCI STEEL BUILDING HG STEEL BUILDING Checked BY SYSTEMS. INC. i checked BY I V41 SYSTEMS. INC. 1 I I nae�____-- ®w__ ..e�ao__ _.newom.= ��o QO�avoao _aa���e��me ®ooa_ 3869 Purlin Design Report (Surface 2) 4/ 2/08 9 Olam 3869 Purlin Design Report (Surface 2) 4/ 2/08 9 Olam Available Reduction Span Minor Cb- Factor Id Major LS LL MS RL RS LS LL MS RI RS Out In 1 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 2 20 0 15 5 0 0 0 0 2 5 1 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 3 21 3 1 9 3 6 0 0 2 4 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 1 9 2 3 0 0 3 3 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 5 20 0 1 9 2 6 0 0 0 0 15 5 1 00 1 67 1 00 1 00 1 00 1 00 0 70 6 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 Span Lap_Shear(k Shear_Ratio Id Left Right Left Right 2 1 06 0 54 3 1 06 0 77 0 54 0 39 4 0 77 1 01 0 39 0 52 5 1 01 0 52 DEFLECTION 1 0 09 2 -0 36 1 60 0 23 3 -0 17 1 70 0 10 4 -0 17 1 70 0 10 5 -0 36 1 60 0 23 6 0 09 SHEET 33 of 263 LOAD COMBINATION 2 1 6SL Span DEFLECTION(in) Id Calc Allow Ratio 1 0 18 2 -0 72 1 60 0 45 3 -0 33 1 70 0 20 4 -0 33 1 70 0 20 5 -0 72 1 60 0 45 6 0 18 3869 6vaoaa Purlin Design Report (Surface 2) vvm= ROOF PURLIN PURLIN LAYOUT (Purlin Id= 4) LOAD COMBINATION 1 DL +CL +LL DESIGN RUN 1, SURFACE 2 Bay Span Purlin Span Lap(ft) Load No Id Id Size (ft) Left Right Width Brace LOAD COMBINATION 1 LL 1 9035014 1 29 4 97 0 1 2 92351319 19 96 1 88 4 97 0 Span DEFLECTION(in) 2 3 9Z35O14 21 25 1 88 1 88 4 97 0 Id Calc Allow Ratio 3 4 9E35E114 21 25 1 88 1 88 4 97 0 4 5 92351314 19 96 1 88 4 97 0 6 9Z351714 1 29 4 97 0 4/ 2/08 9 Olam S2/2008 HCI Steel Buildings, Inc. Job No 1 3869 I modify 1 Customer CLALLAM BUILDERS AND Date 1 4/2/2008 1 checked By I v41 I 1 Description) WESTPORT SHIPYARD INTERIOR Designed ey1 DLB NCI STEEL BUILDING SYSTEMS. INC. 386 9 Purlin Design Report (Surface 2) PURLIN ANALYSIS STRENGTH /DEFLECTION 4/ 2/08 9 Olam Page 67 Of 526 Page 68 Of 526 NCI STEEL BUILDING SYSTEMS. INC. 3869 Purlin Design Report (Surface 2) LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 Shear(k Moment(f-k Span Left Left Right Right Left Left MidSpan Right Right Span Lap_Shear(k Shear_Ratio Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup Id Left Right Left Right 1 0 00 -0 19 0 00 0 00 0 00 0 12 2 0 87 0 45 2 1 16 -1 52 1 80 0 12 -4 39 7 81 3 43 6 54 3 0 87 0 68 0 45 0 35 3 1 64 1 36 1 23 1 51 6 54 3 72 2 56 11 09 2 53 5 09 4 0 68 0 87 0 35 0 45 4 1 51 1 23 -1 36 -1 64 5 09 2 53 2 56 10 16 3 72 6 54 5 0 87 0 45 5 1 80 1 52 -1 16 6 54 3 43 -4 39 12 15 0 12 6 0 19 0 00 0 12 0 00 1 29 0 00 Span Shear(k Moment(f -k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow PURLIN ANALYSIS SHEET 34 of 263 LOAD COMBINATION 8 2 DL +CL +1 6SL Job No' 3869 Customer' CLALLAM BUILDERS AND Description) WESTPORT SHIPYARD INTERIOR I modify I Date 1 4/2/2008 I Designed Byl DLB 1 Checked DYI V41 4/ 2/08 9 1 RS -0 19 4 00 0 05 RS 0 12 7 08 0 02 LS 0 00 0 14 Shear(k Moment(f-k 2 RL -1 52 4 00 0 38 MS -4 39 7 08 0 62 81 0 32 -0 56 Span Left Left Right Right Left Left MidSpan Right Right 3 LL 1 36 4 00 0 34 LL 3 72 7 08 0 53 LL 0 35 -0 26 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 4 RL 1 36 4 00 0 34 RL 3 72 7 08 0 53 RL 0 35 -0 26 5 LL 1 52 4 00 0 38 MS -4 39 7 08 0 62 LL 0 32 -0 56 1 0 00 -0 32 0 00 0 00 0 00 0 20 6 LS 0 19 4 00 0 05 LS 0 12 7 08 0 02 LS 0 00 0 14 2 1 91 -2 52 2 97 0 20 7 26 7 81 5 67 10 81 3 2 71 2 26 -2 03 -2 49 10 81 6 15 -4 23 11 09 4 18 8 41 UNBRACE LENGTHS 4 2 49 2 03 -2 26 -2 71 8 41 4 18 -4 23 10 16 6 15 10 81 5 2 97 2 52 1 91 10 81 5 67 7 26 12 15 0 20 Available 6 0 32 0 00 0 20 0 00 1 29 0 00 Reduction Span Minor Cb- Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In STRENGTH /DEFLECTION 1 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 Span Shear(k Moment(f-k Mom +Shr Deflection(in) 2 20 0 15 5 0 0 0 0 2 6 1 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 3 21 3 1 9 3 3 0 0 2 4 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 1 9 2 4 0 0 3 3 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 1 RS -0 32 4 00 0 08 RS 0 20 7 08 0 03 RS 0 01 0 22 5 20 0 1 9 2 6 0 0 0 0 15 5 1 00 1 67 1 00 1 00 1 00 1 00 0 70 2 RL -2 52 4 00 0 63 MS 7 26 7 08 1 02 RL 0 87 -0 92 6 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 3 LL 2 26 4 00 0 56 LL 6 15 7 08 0 87 LL 0 94 -0 43 4 RL 2 26 4 00 0 56 RL 6 15 7 08 0 87 RL 0 94 -0 43 +/2/2008 HCI Steel Buildings, Inc. t/2/2008 Job No' 3869 Customer' CLALLAH BUILDERS AND Description' WESTPORT SHIPYARD INTERIOR 1:1 HCI STEEL BUILDING SYSTEMS. INC. 3869 Purlin Design Report (Surface 2) 4/ 2/08 9 Olam UNBRACE LENGTHS LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 PURLIN ANALYSIS modify I 1 Date 1 4/2/2008 I Designed By' DLB I Checked By V41 Shear(k Moment(f k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup Page 69 Of 526 Page 70 Of 526 HCI STEEL BUILDING SYSTEMS. INC. UNBRACE LENGTHS SHEET 35 of 263 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 Span Lap_Shear(k Shear_Ratio Id Left Right Left Right 1:1 I Job No 1 3869 I modify 1 I Customer I CLALLAH BUILDERS AND I Date 1 4/2/2008 Description' WESTPORT SHIPYARD INTERIOR Designed 8y1 DLB I checked By1 V41 3869 Purlin Design Report (Surface 2) 4/ 2/08 9 Olam z° 5 LL 2 52 4 00 0 63 MS 7 26 7 08 1 02 LL 0 87 -0 92 lc 0 00 0 21 0 00 0 00 0 00 0 14 6 LS 0 32 4 00 0 08 LS 0 20 7 08 0 03 LS 0 01 0 22 2 1 28 -1 69 2 00 0 14 -4 87 7 81 3 80 7 25 3 1 82 1 51 -1 36 1 67 7 25 4 13 2 84 11 09 2 80 5 64 4 1 67 1 36 -1 51 1 82 5 64 2 80 2 84 10 16 4 13 7 25 5 2 00 1 69 -1 28 7 25 3 80 -4 87 12 15 0 14 Available 6 0 21 0 00 0 14 0 00 1 29 0 00 Reduction Span Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In STRENGTH /DEFLECTION 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 Span Shear(k Moment(f -k Mom +Shr Deflection(in) 2 20 0 15 5 0 0 0 0 2 6 1 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 3 21 3 1 9 3 3 0 0 2 4 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 1 9 2 4 0 0 3 3 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 1 RS -0 21 4 00 0 05 RS 0 14 7 08 0 02 LS 0 00 0 15 5 20 0 1 9 2 6 0 0 0 0 15 5 1 00 1 67 1 00 1 00 1 00 1 00 0 70 2 RL -1 69 4 00 0 42 MS -4 87 7 08 0 69 RL 0 39 -0 62 6 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 3 LL 1 51 4 00 0 38 LL 4 13 7 08 0 58 LL 0 42 -0 29 4 RL -1 51 4 00 0 38 RL 4 13 7 08 0 58 RL 0 42 -0 29 5 LL 1 69 4 00 0 42 MS -4 87 7 08 0 69 LL 0 39 -0 62 6 LS 0 21 4 00 0 05 LS 0 14 7 08 0 02 LS 0 00 0 15 Span Lap_Shear(k Shear_Ratio Available Id Left Right Left Right Reduction Span Minor -Cb- Factor 2 1 44 0 74 Id Major LS LL MS AL RS LS LL MS RL RS Out In 3 1 44 1 12 0 74 0 57 4 1 12 1 44 0 57 0 74 1 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 5 1 44 0 74 2 20 0 15 5 0 0 0 0 2 6 1 9 1 00 1 00 1 00 1 67 1 OD 1 00 0 70 3 21 3 1 9 3 3 0 0 2 4 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 1 9 2 4 0 0 3 3 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 LOAD COMBINATION 4 3 DL+CL +0 75LL +0 75WP 5 20 0 1 9 2 6 0 0 0 0 15 5 1 00 1 67 1 00 1 00 1 00 1 00 0 70 6 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 HCI Steel Buildings, Inc. ,•/2/2008 HCI STEEL BUILDING SYSTEMS. INC. 3869 2 0 97 0 49 3 0 97 0 75 0 49 0 38 4 0 75 0 97 0 38 0 49 5 0 97 0 49 PURLIN ANALYSIS STRENGTH /DEFLECTION Job No 3869 I modify Customer I CLALLAM BUILDERS AND I Date 1 4/2/2008 Description) WESTPORT SHIPYARD INTERIOR Designed BA DLB Checked By I V41 Purlin Design Report (Surface 2) 4/ 2/08 9 Olam LOAD COMBINATION 4 DL+CL +0 75SL+0 75WP Page 71 Of 526 Page 72 Of 526 Job No 1 3869 1 modify Customer; CLALLAM BUILDERS AND I Date 1 4/2/2008 (Description) WESTPORT SHIPYARD INTERIOR I Designed BYI DLB I I I Checked By l V41 3869 Purlin Design Report (Surface 2) 4/ 2/08 9 (lam Id Major LS LL MS RL RS LS LL MS RL RS Out In 1 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 2 20 0 15 5 0 0 0 0 2 6 1 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 3 21 3 1 9 3 3 0 0 2 4 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 1 9 2 4 0 0 3 3 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 5 20 0 1 9 2 6 0 0 0 0 15 5 1 00 1 67 1 00 1 00 1 00 1 00 0 70 6 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 l HCI STEEL BUILDING SYSTEMS. INC. SHEET 36 of 263 C 1 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Span Lap_Shear(k Shear_Ratio Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup Id Left Right Left Right 1 0 00 -0 24 0 00 0 00 0 00 0 15 2 1 07 0 55 2 1 42 1 87 2 22 0 15 -5 41 7 81 4 22 8 05 3 1 07 0 84 0 55 0 43 3 2 02 1 68 1 51 1 85 8 05 4 58 -3 15 11 09 3 11 6 27 4 0 84 1 07 0 43 0 55 4 1 85 1 51 -1 68 2 02 6 27 3 11 -3 15 10 16 4 58 8 05 5 1 07 0 55 5 2 22 1 87 1 42 8 05 4 22 -5 41 12 15 0 15 6 0 24 0 00 0 15 0 00 1 29 0 00 Span Shear(k Moment(f -k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow PURLIN ANALYSIS LOAD COMBINATION 5 0 6DL +WS 1 RS -0 24 4 00 0 06 RS 0 15 7 08 0 02 RS 0 00 0 17 Shear(k Moment(f -k 2 RL -1 87 4 00 0 47 MS -5 41 7 08 0 76 RL 0 48 -0 69 Span Left Left Right Right Left Left MidSpan Right Right 3 .LL 1 68 4 00 0 42 LL 4 58 7 08 0 65 LL 0 52 -0 32 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 4 RL -1 68 4 00 0 42 RL 4 58 7 08 0 65 RL 0 52 -0 32 5 LL 1 87 4 00 0 47 MS 5 41 7 08 0 76 LL 0 48 -0 69 1 0 00 0 13 0 00 0 00 0 00 -0 09 6 LS 0 24 4 00 0 06 LS 0 15 7 08 0 02 LS 0 00 0 17 2 1 00 1 09 1 28 -0 09 3 38 7 67 -2 46 -4 69 3 1 14 -0 95 0 83 1 02 -4 69 2 73 1 72 11 22 -1 67 3 41 EMBRACE LENGTHS 4 -1 02 -0 83 0 95 1 14 3 41 1 67 1 72 10 03 2 73 -4 69 5 1 28 -1 09 1 00 -4 69 2 46 3 38 12 28 -0 09 Available 6 -0 13 0 00 -0 09 0 00 1 29 0 00 Reduction Span Minor Cb- Factor HCI Steel Buildings, inc. /2/2008 H CI STEEL BUILDING ..IS. INC. UNBRACE LENGTHS 1 Job No 1 3869 I modify 1 Customer CLALLAM BUILDERS AND Date 4/2/2008 I Descr .ption 1 WESTPORT SHIPYARD INTERIOR I Designed BA DLB 1 1 Checked By I V41 YSTEMS. INC. BUILDING 3869 Purlin Design Report (Surface 2) 4/ 2//08 9 Olam STRENGTH /DEFLECTION Y sm,� -x�� Span Shear(k Moment(f -k Mom+Shr Deflection(in) Id Loc Cale Allow UC Loc Calc Allow UC Loc UC Calc Allow PURLIN ANALYSIS Bolt 0 500 (A325 EMBRACE LENGTHS Page 73 Of 526 Page 74 Of 526 SHEET 37 of 263 I Job er 3869 CustomerI 3869 M BUILDERS AND Description) WESTPORT SHIPYARD INTERIOR 3869 Purlin Design Report (Surface 2) I modify I Date 1 4/2/2008 Designed 13y1 DLB Checked WI V41 4/ 2/08 9 Olam 1 RS 0 13 4 00 0 03 RS -0 09 7 O8 0 01 LS 0 00 -0 11 Shear(k Moment(f k 2 RL 1 09 4 00 0 27 MS 3 38 4 96 0 68 RL 0 17 0 43 Span Left Left Right Right Left Left MidOpan Right Right 3 LL -0 95 4 00 0 24 LL -2 73 7 08 0 38 LL 0 18 0 17 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 4 RL 0 95 4 00 0 24 RL -2 73 7 08 0 38 RL 0 18 0 17 5 LL -1 09 4 00 0 27 MS 3 38 4 96 0 68 LL 0 17 0 43 1 0 00 -0 22 0 00 0 00 0 00 0 15 6 LS -0 13 4 00 0 03 LS -0 09 7 08 0 01 LS 0 00 -0 11 2 1 34 -1 80 -2 13 0 15 5 05 7 73 4 28 7 96 3 1 99 1 67 -1 38 -1 71 7 96 4 53 3 45 11 45 2 02 4 91 4 1 20 0 99 -0 97 -1 18 4 91 2 86 1 53 10 73 2 66 4 67 5 1 35 1 14 -0 89 4 67 2 34 3 43 12 03 0 09 Available 6 0 14 0 00 0 09 0 00 1 29 0 00 Reduction Span Minor Cb Factor id Major LS LL MS RL RS LS LL MS RL RS Out In STRENGTH /DEFLECTION. 1 1.3 1 3 0 0 1 3 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 70 Span Shear(k Moment(f k) Mom +Shr Deflection( 2 20 0 0 0 15 5 15 5 0 0 0 0 1 00 1 00 1 00 1 67 1 00 1 00 0 70 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 3 21 3 0 0 0 0 11 6 0 0 0 0 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 0 0 0 0 11 6 0 0 0 0 1 00 1 67 1 00 1 67 1 00 1 00 0 70 1 RS -0 22 4 00 D 06 RS 0 15 7 08 0 02 RS 0 00 0 15 5 20 0 0 0 0 0 15 5 15 5 0 0 1 00 1 67 1 00 1 00 1 00 1 00 0 70 2 RL -1 80 4 00 D 45 M5 -5 05 7 08 0 71 RL 0 48 -0 63 6 1 3 0 0 0 0 1 3 0 0 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 3 LL 1 67 4 00 0 42 LL 4 53 7 08 0 64 LL 0 51 -0 39 4 LL 0 99 4 00 0 25 LL 2 86 7 08 0 40 LL 0 20 -0 11 5 LL 1 14 4 00 0 28 MS -3 43 7 08 0 48 LL 0 16 -0 45 LAP BOLT SHEAR /BEARING 6 LS 0 14 4 00 0 04 LS 0 09 7 08 0 01 LS 0 00 0 11 Span Lap_Shear(k Shear Ratio Available Id Left Right Left Right Reduction Span Minor Cb Factor 2 0 63 0 32 Id Major LS LL MS RL RS LS LL MS RL RS Out In 3 0 63 0 45 0 32 0 23 4 0 45 0 63 0 23 0 32 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 5 0 63 0 32 2 20 0 15 3 0 0 0 0 2 7 1 9 1 00 1 00 1 00 1 67 1 DO 1 00 0 70 3 21 3 1 9 3 3 0 0 1 6 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 1 9 3 6 0 0 3 4 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 LOAD COMBINATION 6 DL +CL +SL /2 +AUX3 5 20 0 1 9 2 3 0 0 0 0 15 8 1 00 1 67 1 00 1 00 1 00 1 00 0 70 6 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 DD 0 70 HCI Steel Buildings, Inc. Page 75 Of 526 1 1 Job No 3869 modify Job No 1 3869 1 modify customer' CLALLAM BUILDERS AND Date 1 4/2/2008 Customer I CLALLAM BUILDERS AND Date 1 4/2/2008 Designed DLB Description) WESTPORT SHIPYARD INTERIOR I Designed BA OLB Desoription W ESTPORT S HIPYARD INTERIOR -'I HCl STEEL BUILDING MCI STEEL BUILDING I Checked By' V41 ..1....15, INC. l I Checked ey I V91 SYSTEMS. INC. 3869 =o Purlin Design Report (Surface 2) 4/ 2/08 9 Clam 4 LL 1 56 4 00 0 39 LL 3 60 7 08 0 51 LL 0 35 -0 40 =o =ate 5 LL 1 20 4 00 0 30 LL 3 53 7 08 0 50 LL 0 30 -0 32 6 LS 0 14 4 00 0 04 LS 0 09 7 08 0 01 LS 0 00 0 08 3869 Purlin Design Report (Surface 2) 4/ 2/08 9 Olam LAP BOLT SHEAR /BEARING Bolt 0.500 (A325 Span Lap_Shear(k Shear_Ratio Id Left Right Left Right 2 106 054 3 1 06 0 66 0 54 0 33 4 0 66 0 62 0 33 0 32 5 0 62 0 32 LOAD COMBINATION 0 7 DL +CL +SL /2 +AUX4 PURLIN ANALYSIS UNBRACE LENGTHS SHEET 38 of 263 Available Reduction Span Minor Cb Factor Id Major LS LL MS RL Rs LS LL MS RL RS Out In 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 2 20 0 14 6 0 0 0 0 3 5 1 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 3 21 3 1 9 2 3 0 0 2 7 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 1 9 2 7 0 0 2 3 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 5 20 0 1 9 3 5 0 0 0 0 14 6 1 00 1 67 1 00 1 00 1 00 1 00 0 70 6 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 Shear(k Moment(f-k Span Left Left Right Right Left Left MidSpan Right Right Span Lap_Shear(k Shear_Ratio Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup Id Left Right Left Right 1 0 00 -0 14 0 00 0 00 0 00 0 09 2 0 80 0 41 2 0 82 1 20 -1 41 0 09 2 92 7 34 3 53 5 98 3 0 80 0 91 0 41 0 47 3 1 81 1 48 1 56 1 89 5 98 2 89 -3 42 10 39 3 60 6 83 4 0 91 0 80 0 47 0 41 4 1 89 1 56 -1 48 -1 81 6 83 3 60 -3 42 10 86 2 89 5 98 5 0 80 0 41 5 1 41 1 20 -0 82 5 98 3 53 -2 92 12 61 0 09 6 0 14 0 00 0 09 0 00 1 29 0 00 LOAD COMBINATION 8 DL +CL +SL /2 +AUX5 STRENGTH /DEFLECTION Span Shear(k Moment(f -k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc A1Lo UC Loc UC Cale Allow PURLIN ANALYSIS 1 RS -0 14 4 00 0 04 RS 0 09 7 08 0 01 LS 0 00 0 08 Shear(k Moment(f -k 2 RL 1 20 4 00 0 30 RL 3 53 7 08 0 50 RL 0 30 -0 32 Span Left Left Right Right Left Left MidSpan Right Right 3 RL 1 56 4 00 0 39 RL 3 60 7 08 0 51 RL 0 35 -0 40 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup t/2/2008 Page 76 Of 526 HCI Steel Buildings, Inc. 4/2/2008 HCI STEEL BUILDING SYSTEMS. INC. I 1 STRENGTH /DEFLECTION UNBRACE LENGTHS Span Shear(k Moment(f -k Mom +Shr Deflection(in) Id Loc Cale Allow UC Loc Calc Allow UC Loc UC Calc Allow PURLIN ANALYSIS Bolt 0 500 (A325 UNBRACE LENGTHS Span Lap_Shear(k Shear_Ratio Id Left Right Left Right Job No 1 3669 1 modify 1 Customer I CLALLAM BUILDERS AND I Date 4/2/2008 Description! WESTPORT SHIPYARD INTERIOR I De sgned S DI. I Checked sy I V41 Page 77 Of 526 Page 78 Of 526 SHEET 39 of 263 CI: Job No 1 3869 I modify I Customer I CLALLAH BUILDERS AND I Date 1 9/2/2008 I Description! WESTPORT SHIPYARD INTERIOR Designed By( DLB HCI STEEL BUILDING SYSTEMS. INC. 1 I Checked By 1 V91 3869 Purlin Design Report (Surface 2) 4/ 2/08 9 Olam 3869 Purlin Design Report (Surface 2) 4/ 2/08 9 Olam 1 0 00 -0 14 0 00 0 00 0 OD 0 09 2 0 62 0 32 2 0 89 1 14 -1 35 0 09 3 43 7 93 2 34 4 67 3 0 62 0 66 0 32 0 33 3 1 18 0 97 -0 99 -1 20 4 67 2 66 -1 53 10 52 2 86 4 91 4 0 66 1 06 0 33 0 54 4 1 71 1 38 1 67 -1 99 4 91 2 02 -3 45 9 80 4 53 7 96 5 1 06 0 54 5 2 13 1 80 1 34 7 96 4 28 -5 05 12 23 0 15 6 0 22 0 00 0 15 0 00 1 29 0 00 LOAD COMBINATION 9 9 DL +CL +SL /2 +AUX1 1 RS -0 14 4 00 0 04 RS 0 09 7 08 0 01 LS 0 00 0 11 Shear(k Moment(f -k 2 RL 1 14 4 00 0 28 MS -3 43 7 08 0 48 RL 0 16 -0 45 Span Left Left Right Right Left Left Midopan Right Right 3 RL -0 99 4 00 0 25 RL 2 86 7 08 0 40 RL 0 20 -0 11 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 4 RL -1 67 4 00 0 42 RL 4 53 7 08 0 64 RL 0 51 -0 39 5 LL 1 80 4 00 0 45 MS 5 05 7 08 0 71 LL 0 48 -0 63 1 0 00 -0 22 0 00 0 00 0 00 0 15 6 LS 0 22 4 00 0 06 LS 0 15 7 08 0 02 LS 0 00 0 15 2 1 42 1 73 2 06 0 15 -5 62 8 14 2 99 6 54 3 1 34 1 13 -0 83 -1 04 6 54 4 23 -1 43 11 94 1 66 3 42 4 1 11 0 90 1 06 -1 27 3 42 1 53 -2 11 9 94 2 87 5 05 5 1 37 1 16 -0 87 5 05 2 69 3 28 12 20 0 09 Available 6 0 14 0 00 0 09 0 00 1 29 0 00 Reduction Span Minor- -Cb Factor Id Major LS LL MS RL RS LS LL MS RL R5 Out In STRENGTH /DEFLECTION 1 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 Span Shear(k Moment(f -k Mom +Shr Deflection(in) 2 20 0 15 8 0 0 0 0 2 3 1 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc AlloP 3 21 3 1 9 3 4 0 0 3 6 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 1 9 1 6 0 0 3 3 1 9 100 I 67 1 00 1 67 1 00 1 00 0 70 1 RS -0 22 4 00 0 06 RS 0 15 7 08 0 02 RS 0 00 0 18 5 20 0 1 9 2 7 0 0 0 0 15 3 1 00 1 67 1 00 1 00 1 00 1 00 0 70 2 RL 1 73 4 00 0 43 MS 5 62 7 08 0 79 RL 0 29 -0 77 6 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 3 LL 1 13 4 00 0 28 LL 4 23 7 08 0 60 LL 0 40 -0 06 4 RL -1 06 4 00 0 26 RL 2 87 7 08 0 41 RL 0 21 -0 23 5 LL 1 16 4 00 0 29 MS 3 28 7 08 0 46 LL 0 19 -0 41 LAP BOLT SHEAR /BEARING 6 LS 0 14 4 00 0 04 LS 0 09 7 08 0 01 LS 0 00 0 10 Available Reduction HCI Steel Buildings Inc. 4/2/2008 HCI STEEL BUILDING SYSTEMB. INC Checked W IV41 II 3869 Purlin Design Report (Surface 2) 4/ 2/08 9 Olam Span -Minor Cb- Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 Span Lap_Shear(k Shear_Ratio Id Left Right Left Right 2 0 87 0 45 3 0 87 0 46 0 45 0 23 4 0 46 0 67 0 23 0 34 5 0 67 0 34 LOAD COMBINATION #10 DL +CL +SL /2 +AUX2 PURLIN ANALYSIS Job Na 3869 I modify Oilstone I CLALLAM BUILDERS AND J Date 1 4/2/2008 (Description) WESTPART SHIPYARD INTER /OR De agreed Byy DLB Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Span Lap_Shear(k Shear_Ratio Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup Id Left Right Left Right Page 79 Of 526 Page 80 00 526 HCI S 1 eel_ BU SYSTEMS. INC. SHEET 40 of 263 Job No 1 3869 I modify Customer CLALLAM BUILDERS AND 1 Date 4/2/2008 Description 1 WESTPORT SHIPYARD INTERIOR Designed By DLB I Checked By v41 3869 Purlin Design Report (Surface 2) 4/ 2/08 9 Olam STRENGTH /DEFLECTION UNBRACE LENGTHS LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 CO 1 00 2 00 1 00 0 70 Span Shear(k Moment(f k Mom +Shr Deflection(in) 2 20 0 16 2 0 0 0 0 1 9 1 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 3 21 3 1 9 5 0 0 0 2 4 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 1 9 1 9 0 0 3 3 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 1 RS -0 14 4 00 0 04 RS 0 09 7 08 0 01 LS 0 00 0 10 5 20 0 1 9 2 7 0 0 0 0 15 4 1 00 1 67 1 00 1 00 1 00 1 00 0 70 2 RL -1 16 4 00 0 29 MS -3 28 7 08 0 46 RL 0 19 -0 41 6 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 3 LL 1 06 4 00 0 26 LL 2 87 7 08 0 41 LL 0 21 -0 23 4 RL -1 13 4 00 0 28 RL 4 23 7 08 0 60 RL 0 40 -0 06 5 LL 1 73 4 00 0 43 MS -5 62 7 08 0 79 LL 0 29 -0 77 6 LS 0 22 4 00 0 06 LS 0 15 7 08 0 02 LS 0 00 0 18 Available Reduction Span Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 2 20 0 15 4 0 0 0 0 2 7 1 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 3 21 3 1 9 3 3 0 0 1 9 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 1 9 2 4 0 0 5 0 1 9 1 00 1 67 1 00 1 67 1 00 I 00 0 70 5 20 0 1 9 1 9 0 0 0 0 16 2 1 00 1 67 1 00 1 00 1 00 1 00 0 70 6 1 3 1 3 1 3 0 0 1.3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 1 0 00 -0 14 0 00 0 00 0 00 0 09 2 0 67 0 34 2 0 87 1 16 -1 37 0 09 -3 28 7 76 2 69 5 05 3 0 67 0 46 0 34 0 23 3 1 27 1 06 -0 90 -1 11 5 05 2 87 2 11 11 31 1 53 3 42 4 0..46 0 87 0 23 0 45 4 1 04 0 83 1 13 -1 34 3 42 1 66 1 43 9 31 4 23 6 54 5 0 87 0 45 5 2 06 1 73 -1 42 6 54 2 99 -5 62 11 82 0 15 I 6 0 22 0 00 0 15 0 00 1 29 0 00 I LOAD COMBINATION #11 DL +CL +SL -1 OAUX1 HCI Steel Buildings, Inc 4/2/2008 tic' STEEL BUILDING SYSTEMS. INC. PURLIN ANALYSIS STRENGTH /DEFLECTION I Job No 1 3869 1 modify 1 1 Customer 1 CLALLAM BUILDERS AND I Date 1 4/2/2008 Description] WESTPORT SHIPYARD INTERIOR 1 Designed Byl DLB Checked By I V41 3869 Purlin Design P.eport (Surface 2) 4/ 2/08 9 Olam Page 81 Of 526 Page 82 Of 526 SHEET 41 of 263 seen= a______ 2) 4/ 3869 Purlin Design Report (Surface 2 4/ 2/08 9 Olam 6 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 LAP BOLT SHEAR/BEARING Bolt 0 500 (A325 Shear(k Moment(f -k Span 'Left Left Right Right Left Left MidSpan Right Right Span Lap_Shear(k Shear Ratio Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup Id Left Right Left Right 1 0 00 -0 14 0 00 0 00 0 00 0 09 2 0 80 0 41 2 0 80 -1 19 1 40 0 09 2 83 7 29 3 59 6 01 3 0 80 0 85 0 41 0 43 3 1 82 1 49 1 52 -1 85 6 01 2 91 3 55 10 53 3 19 6 35 4 0 85 1 00 0 43 0 51 4 1 78 1 45 1 56 1 89 6 35 3 32 -2 81 10 31 4 27 7 50 5 1 00 0 51 5 2 09 1 77 1 35 7 50 3 89 -5 15 12 12 0 14 6 0 22 0 00 0 14 0 00 1 29 0 00 LOAD COMBINATION 012 DL +CL +SL -1 OAUX2 Job No 1 3869 1 modify 1 Customer i CLALLAM BUILDERS AND 1 Date 1 4/2/2008 Description1 WESTPORT SHIPYARD INTERIOR 1 Designed By] DLB I 1 Checked By l V41 Span Shear(k Moment(f k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow PURLIN ANALYSIS 1 RS 14 4 00 0 04 RS 0 09 7 08 0 01 LS 0 00 0 08 Shear(k Moment(f 2 RL 1 19 4 00 0 30 RL 3 59 7 08 0 51 RL 0 31 30 Span Left Left Right Right Left Left MidSpan Right Right 3 RL 1 52 4 00 0 38 MS -3 55 7 08 0 50 RL 0 29 -0 43 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 4 RL 1 56 4 00 0 39 RL '4 27 7 08 0 60 RL 0 45 -0 26 5 LL 1 77 4 00 0 44 MS -5 15 7 08 0 73 LL 0 42 -0 66 1 0 00 -0 22 0 00 0 00 0 00 0 14 6 LS 0 22 4 00 0 06 LS 0 14 7 08 0 02 LS 0 00 0 16 2 1 35 -1 77 2 09 0 14 -5 15 7 84 3 89 7 50 UNBRACE LENGTHS 3 1 89 1 56 1 45 1 78 7 50 4 27 2 81 10 94 3 32 6 35 4 1 85 1 52 1 49 -1 82 6 35 3 19 -3 55 10 72 2 91 6 02 5 1 40 1 19 -0 80 6 02 3 59 -2 83 12 67 0 09 Available 6 0 14 0 00 0 09 0 00 1 29 0 00 Reduction Span Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In STRENGTH /DEFLECTION 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 Span Shear(k Moment(f k Mom +Shr Deflection(in) 2 20 0 14 5 0 0 0 0 3 6 1 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 Id Loc Calc Allow UC Loc Calc Allow OC Loc DC Cale Allow 3 21 3 1 9 2 2 0 0 2 4 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 1 9 2 7 0 0 3 4 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 1 RS -0 22 4 00 0 06 RS 0 14 7 08 0 02 RS 0 00 0 16 5 20 0 1 9 2 5 0 0 0 0 15 6 1 00 1 67 1 00 1 00 1 00 1 00 0 70 2 RL 1 77 4 00 0 44 MS 15 7 08 0 73 RL 0 42 66 HCI Steel Buildings, Inc. HCI STEEL BUILDING SYSTEMS. INC. Job Nol 3869 I modify l 1 Customer l CLALLAM BUILDERS AND I Date 4/2/2008 'Description' WESTPORT SHIPYARD INTERIOR 1 Designed Hy' DLB 1 1 Checked By I V41 3869 Purlin Design Report (Surface 2) 4/ 2/08 9 Olam 3 LL 1 56 4 00 0 39 LL 4 27 7 08 0 60 LL 0 45 -0 26 a� 4 LL 1 52 4 00 0 38 MS -3 55 7 06 0 50 LL 0 29 -0 43 5 LL 1 19 4 00 0 30 LL 3 59 7 08 0 51 LL 0 31 -0 30 6 LS 0 14 4 00 0 04 LS 0 09 7 0B 0 01 LS 0 00 0 08 UNBRACE LENGTHS Available Reduction Span Minor Cb Factor Id Major LS LL MS RL R5 LS LL MS RL RS Out In LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 PURLIN ANALYSIS Shear(k Moment(f -k Span 'Left Left Right Right Left Left MidSpan Right Right Page 83 Of 526 Page 84 of 526 SHEET 42 of 263 Job No 1 3869 I modify I Customer 1 CLALLAM BUILDERS AND I Date 9/2/2008 Description' WESTPORT SHIPYARD INTERIOR I Designed Byl DLB MCI STEEL BUILDING SYSTEMS. INC. 1 I Checked By V41 3869 Purlin Design Report (Surface 2) 4/ 2/08 9 Olam Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0 00 -0 19 0 00 0 00 0 00 0 13 2 1 16 -1 57 1 85 0 13 -4 30 7 66 3 89 7 10 3 1 77 1 49 -1 15 1 43 7 10 4 04 3 32 11 76 1 06 3 48 4 0 62 0 53 -0 37 -0 47 3 48 2 40 -0 31 12 13 1 04 1 83 5 0 60 0 51 -0 42 1 83 0 79 1 70 11 72 0 04 6 0 07 0 00 0 04 0 00 1 29 0 00 STRENGTH /DEFLECTION 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 Span Shear(k Moment(f -k Mom +Shr Deflection(in) 2 20 0 15 6 0 0 0 0 2 5 1 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 Id Loc Calc Allow UC Loc Calc Allow 00 Loc DC Calc Allow 3 21 3 1 9 3 4 0 0 2 7 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 1 9 2 4 0 0 2 2 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 1 RS -0 19 4 00 0 05 RS 0 13 7 08 0 02 LS 0 00 0 13 5 20 0 1 9 3 6 0 0 0 0 14 5 1 00 1 67 1 00 1 00 1 00 1 00 0 70 2 RL -1 57 4 00 0 39 MS -4 30 7 08 0 61 RL 0 39 -0 52 6 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 3 LL 1 49 4 00 0 37 LL 4 04 7 08 0 57 LL 0 41 -0 41 4 LL 0 53 4 00 0 13 LL 2 40 7 08 0 34 LL 0 12 0 05 5 LL 0 51 4 00 0 13 MS -1 70 7 08 0 24 LS 0 02 -0 24 6 LS 0 07 4 00 0 02 LS 0 04 7 08 0 01 LS 0 00 0 05 UNBRACE LENGTHS Span Lap_Shear(k Shear_Ratio Available Id Left Right Left Right Reduction Span Minor -Cb Factor 2 1 00 0 51 Id Major LS LL MS AL RS LS LL MS RL RS Out In 3 1 00 0 85 0 51 0 43 4 0 85 0 80 0 43 0 41 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 5 0 80 0 41 2 20 0 15 2 0 0 0 0 2 9 1 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 3 21 3 1 9 3 3 0 0 1 0 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 1 9 6 8 0 0 3 8 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 LOAD COMBINATION #13 DL +CL +1 6AUX3 5 20 0 1 9 1 7 0 0 0 0 16 4 1 00 1 67 1 00 1 00 1 00 1 00 0 70 6 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 Span Lap_Shear(k Shear_Ratio 4/2/2008 HCI Steel Buildings, Inc. 4/2/2008 ��ri7 111 I Job No 1 3869 1 modify 1 Customer' CLALLAM BUILDERS AND I Date 1 9 2/2008 i HCI STEEL BUILDING Description! WESTPORT SHIPYARD INTERIOR I Designed By' DLB SYSTEMS. INC. I 1 1 Checked B9 I V41 3869 Purlin Design Report (Surface 2) 4/ 2/08 9 Olam a Id Left Right Left Right ea 2 0 95 0 48 3 0 95 0 46 0 48 0 24 4 0 46 0 24 0 24 0 12 5 0 24 0 12 LOAD COMBINATION #14 DL +CL +1 6AUX4 PURLIN ANALYSIS STRENGTH /DEFLECTION Page 85 Of 526 Page 86 Of 526 HCI b I EEL BUILDING SYSTEMS. INC. SHEET 43 of 263 3869 Purlin Design Report (Surface 2) 4/ 2/08 9 Olam Reduction Span -Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In 1 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 2 20 0 12 2 0 0 0 0 5 8 1 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 3 21 3 1 9 1 3 0 0 2 9 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 1 9 2 9 0 0 1 3 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 5 20 0 1 9 5 8 0 0 0 0 12 2 1 00 1 67 1 00 1 00 1 00 1 00 0 70 6 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 Shear(k Moment(f-k Span Left Left Right Right Left Left MidSpan Right Right Span Lap_Shear(k Shear_Ratio Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup Id Left Right Left Right 1 0 00 -0 07 0 00 0 00 0 00 0 04 2 0 52 0 27 2 0 32 -0 61 -0 71 0 04 -0 94 6 19 2 70 3 93 3 0 52 0 87 0 27 0 45 3 1 48 1 20 -1 44 -1 73 3 93 1 42 -3 32 9 81 3 58 6 55 4 0 87 0 52 0 45 0 27 4 1 73 1 44 1 20 -1 48 6 55 3 58 -3 32 11 44 1 42 3 93 5 0 52 0 27 5 -0 71 0 61 -0 32 3 93 2 70 -0 94 13 77 0 04 6 0 07 0 00 0 04 0 00 1 29 0 00 Span Shear(k Moment(f -k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow PURLIN ANALYSIS LOAD COMBINATION #15 DL +CL +1 6AUX5 Job No l 3869 Customer 1 CLALLAM BUILDERS AND Description) WESTPORT SHIPYARD INTERIOR modify 1 Date 1 4/2/2008 Designed By! DLB Checked By 1 V41 1 RS -0 07 4 00 0 02 RS 0 04 7 08 0 01 LS 0 00 0 02 Shear(k Moment(f -k 2 RL -0 61 4 00 0 15 RL 2 70 7 08 0 38 RL 0 16 -0 03 Span Left Left Right Right Left Left MidSpan Right Right 3 RL 1 44 4 00 0 36 RL 3 58 7 08 0 51 RL 0 33 -0 42 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 4 LL 1 44 4 00 0 36 LL 3 58 7 08 0 51 LL 0 33 -0 42 5 LL 0 61 4 00 0 15 LL 2 70 7 08 0 38 LL 0 16 -0 03 1 0 00 -0 07 0 00 0 00 0 00 0 04 6 LS 0 07 4 00 0 02 LS 0 04 7 08 0 01 LS 0 00 0 02 2 0 42 -0 51 -0 60 0 04 1 70 8 24 0 79 1 83 3 0 47 0 37 -0 53 -0 62 1 83 1 04 -0 31 9 12 2 40 3 46 UNBRACE LENGTHS 4 1 43 1 15 -1 49 -1 77 3 48 1 06 -3 32 9 49 4 04 7 10 5 1 85 1 57 -1 16 7 10 3 89 -4 30 12 30 0 13 Available 6 0 19 0 00 0 13 0 OD 1 29 0 00 HCI Steel Buildings, Inc. 4/2/2008 HCI STEEL BUILDING SYSTEMS. INC. 3869 Purlin Design Report (Surface 2) STRENGTH /DEFLECTION UNBRACE LENGTHS Job No' 3869 customer( CLALLAM BUILDERS AND Description1 WESTPORT SHIPYARD INTERIOR I modify I Date 1 4/2/2008 Designed Byl DLB I Checked BY' V41 4/ 2/08 9 Olam Span Shear(k Moment(£ -k Mom +Shr Deflection(in) Id Loc Calc Allow DC Loc Calc Allow UC Loc UC Calc Allow Page 87 Of 526 Page 88 Of 526 HCI STEEL BUILDING SYSTEMS. INC. 3869 Purlin Design Report (Surface 2) 4/ 2/08 9 Olam LOAD COMBINATION #16 DL +CL +1 6AUX6 PURLIN ANALYSIS Job No 1 3869 I modify 1 Customer) CLALLRM BUILDERS AND I Date I 4/2/2008 Descraption1 WESTPORT SHIPYARD INTERIOR Designed Byl DLB I I Checked BY I V41 1 RS -0 07 4 00 0 02 RS 0 04 7 08 0 01 LS 0 00 0 05 Shear(k Moment(f k 2 RL -0 51 4 00 0 13 MS -1 70 7 08 0 24 RS 0 02 -0 24 Span Left Left Right Right Left Left MidSpan Right Right 3 RL -0 53 4 00 0 13 RL- 2 40 7 08 0 34 RL 0 12 0 05 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 4 RL -1 49 4 00 0 37 RL 4 04 7 08 0 57 RL 0 41 -0 41 5 LL 1 57 4 00 0 39 MS -4 30 7 08 0 61 LL 0 39 -0 52 1 0 00 -0 19 0 00 0 00 0 00 0 13 6 LS 0 19 4 00 0 05 LS 0 13 7 08 0 02 LS 0 00 0 13 2 1 30 1 43 1 71 0 13 -5 48 8 62 1 27 4 21 3 0 58 0 48 -0 42 -0 51 4 21 3 21 0 93 11 30 2 61 3 48 4 1 54 1 26 1 38 -1 66 3 48 0 85 -4 43 10 24 1 87 4 73 5 0 75 0 65 -0 28 4 73 3 41 -0 71 14 54 0 04 Available 6 0 07 0 00 0 04 0 00 1 29 0 00 Reduction Span Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In STRENGTH /DEFLECTION 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 Span Shear(k Moment(f -k Mom +Shr Deflection(in) 2 20 0 16 4 0 0 0 0 1 7 1 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 3 21 3 1 9 3 8 0 0 6 8 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 1 9 1 0 0 0 3 3 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 1 05 -0 19 4 00 0 05 05 0 13 7 08 0 02 LS 0 00 0 18 5 20 0 1 9 2 9 0 0 0 0 15 2 1 00 1 67 1 00 1 00 1 00 1 00 0 70 2 RL 1 43 4 00 0 36 MS -5 48 7 08 0 77 RS 0 13 -0 81 6 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 3 LL 0 48 4 00 0 12 LL 3 21 4 96 0 65 LL 0 21 0 32 4 RL 1 38 4 00 0 34 MS -4 43 7 08 0 62 RS 0 15 -0 67 5 LL 0 65 4 00 0 16 LL 3 41 7 08 0 48 LL 0 25 0 05 LAP BOLT SHEAR /BEARING 6 LS 0 07 4 00 0 02 LS 0 04 7 08 0 01 LS 0 00 0 01 Bolt 0 500 (A325 UNBRACE LENGTHS Span Lap_Shear(k Shear_Ratio Available Id Left Right Left Right Reduction Span Minor Cb Factor 2 0 24 0 12 Id Major LS LL MS RL RS LS LL MS RL RS Out In 3 0 24 0 46 0 12 0 24 4 0 46 0 95 0 24 0 48 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 5 0 95 0 48 2 20 0 17 1 0 0 0 0 0 9 1 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 3 21 3 1 9 17 5 17 5 17 5 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 1 9 0 7 0 0 1 5 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 SHEET 44 of 263 HCI Steel Buildings Inc. 4./2/2008 I Job No 1 3869 1 modify 1 customer' CLALLAM BUILDERS AND 1 nate 1 4/2/2008 Description 1 WESTPORT SHIPYARD INTERIOR 1 Designed Byl DLB HCI STEEL BUILDING SYSTEMS. INC. 1 Checked 8Y V41 Q3869 0 Purlin Design Report (Surface 2) =..e e 4/ 2/08 9Olam .__-_,===.e 5 20 0 1 9 7 4 0 0 0 0 1 0 7 1 0 0 1 6 7 1 0 0 1 0 0 1 0 0 1 0 0 0 7 0 70 6 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 2 00 2 00 0 70 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 Span Lap_Shear(k Shear_Ratio Id Left Right Left Right 2 0 56 0 29 3 0 56 0 46 0 29 0 24 4 0 46 0 63 0 24 0 32 5 0 63 0 32 LOAD COMBINATION 417 DL +CL +1 6AUX7 PURLIN ANALYSIS STRENGTH /DEFLECTION Span Shear(k Moment(f -k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Cala Allow UC Loc UC Calc Allow 1 RS -0 07 4 00 0 02 RS 0 04 7 08 0 01 LS 0 00 0 01 Page 89 Of 526 Page 90 Of 526 1 Job No 1 3869 1 modify 1 8+wr_i;:y Customer I CLALLAM AND I Date I 4/2/2008 Description 1 NESTPORT SHIPYARD BUILDERS INTERIOR I Designed Byl DLB HCI STEEL BUILDING SYSTEMS. INC. I 1 Checked By 1 V41 0 3869 0 s Purlin Design Report (Surface 2) 4/ 2/08 9Olam 2 RL -0 65 4 00 0 16 RL 3 41 7 08 0 48 RL 0 25 0 05 3 LL 1 38 4 00 0 34 MS -4 43 7 08 0 62 LS 0 15 -0 67 4 RL -0 48 4 00 0 12 RL 3 21 4 96 0 65 RL 0 21 0 32 5 LL 1 43 4 00 0 36 MS -5 48 7 08 0 77 LS 0 13 -0 81 6 LS 0 19 4 00 0 05 LS 0 13 7 08 0 02 LS 0 00 0 18 UNBRACE LENGTHS Available Reduction Span Minor Cb Factor Id Major LS 11. MS RL RS LS LL MS RL R9 Out In 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 2 20 0 10 7 0 0 0 0 7 4 1 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 3 21 3 1 9 1 5 0 0 0 7 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 1 9 17 5 17 5 17 5 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 5 20 0 1 9 0 9 0 0 0 D 17 1 1 00 1 67 1 00 1 00 1 00 1 00 0 70 6 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 LAP BOLT SHEAR /SEARING Bolt 0'500 (1325 SHEET 45 of 263 Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Span Lap_Shear(k Shear_Ratio Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup Id Left Right Left Right 1 0 00 -0 07 0 00 0 00 0 00 0 04 2 0 63 0 32 2 0 28 -D 65 -0 75 0 04 -0 71 5 42 3 41 4 73 3 0 63 0 46 0 32 0 24 3 1 66 1 38 -1 26 -1 54 4 73 1 87 -4 43 11 01 0 85 3 48 4 0 46 0 56 0 24 0 29 4 0 51 0 42 -0 48 -0 58 3 48 2 61 0 93 9 95 3 21 4 21 5 0 56 0 29 5 1 71 1 43 -1 30 4 21 1 27 -5 48 11 34 0 13 6 0 19 0 00 0 13 0 00 1 29 0 00 LOAD COMBINATION 918 DL +CL +SL+AUX8 PURLIN ANALYSIS Shear(k Moment(f -k HCI Steel Buildings, Inc. NG STEEL BUILDING SYSTEMS. INC. Job No 1 3869 Customer 1 CLALLAM BUILDERS AND Description) NESTPORT SHIPYARD INTERIOR 1 modify 1 Date 1 4/2/2008 Designed Byl DLB Checked By 1 V41 3869 Purlin Design Report (Surface 2) 4/ 2/08 9 Olam Span Left Left Right Right Left Left MidSpan Y Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0 00 -0 46 0 00 0 00 0 00 0 30 2 1 93 -1 88 -2 20 0 30 -6 02 7 41 4 21 8 03 3 1 94 1 61 -1 40 -1 73 8 03 4 71 -2 84 11 23 2 88 5 81 4 1 74 1 42 -1 59 -1 92 5 81 2 84 -3 02 10 13 4 35 7 64 5 2 10 1 77 -1 34 7 64 4 01 5 10 12 16 0 14 6 0 22 0 00 0 14 0 00 1.29 0 00 LAP BOLT SHEAR /BEARING Bolt =•0 500 (A325 Page 91 Of 526 Page 92 of 526 SHEET 46 of 263 HCI S 1 tEL BUILDING SYSTEMS INC. I I Checked Hy' V91 3869 Purlin Design Report (Surface 2) 4/ 2/08 9 Olam Span Lap_Shear(k Shear Ratio Id Left Right Left Right 2 1 07 0 55 3 1 07 0 77 0 55 0 40 4 0 77 1 02 0 40 0 52 5 1 02 0 52 DEFLECTION STRENGTH /DEFLECTION Span Shear(k Mament(f -k Mom +Shr Deflection(in) LOAD COMBINATION 0 1 LL Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow Span DEFLECTION(in) 1 RS -0 46 4 00 0 11 RS 0 30 7 08 0 04 RS 0 01 0 19 Id Calc Allow Ratio 2 LS 1 93 4 00 0 48 MS -6 02 7 08 0 85 EL 0 48 -0 76 3 LL 1 61 4 00 0 40 LL 4 71 7 08 0 66 LL 0 54 -0 27 1 0 09 4 RL 1 59 4 00 0 40 RL 4 35 7 08 0 61 RL 0 47 -0 31 2 -0 36 1 60 0 23 5 LL 1 77 4 00 0 44 1.15 -5 10 7 08 0 72 LL 0 44 -0 64 3 -0 17 1 70 0 10 6 LS 0 22 4 00 0 06 LS 0 14 7 08 0 02 LS 0 00 0 16 4 -0 17 1 70 0 10 5 -0 36 1 60 0 23 UNBRACE LENGTHS 6 0 09 Available Reduction LOAD COMBINATION 2 1 6SL Span Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In Span DEFLECTION(in) Id Calc Allow Ratio 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 2 20 0 15 5 0 0 0 0 2 5 1 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 1 0 18 3 21 3 1 9 3 6 0 0 2 4 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 2 -0 73 1 60 0 46 4 21 3 1 9 2 3 0 0 3 3 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 3 -0 34 1 70 0 20 5 20 0 1 9 2 6 0 0 0 0 15 5 1 00 1 67 1 00 1 00 1 00 1 00 0 70 4 -0 34 1 70 0 20 6 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 5 -0 73 1 60 0 46 6 0 18 Job No 1 3869 1 modify 1:1 Customer' CLALLAM BUILDERS AND Date 1 9/2/2008 Description' WESTPORT SHIPYARD INTERIOR 1 Designed Byl DLB 3869 n= Purlin Layout Report (Surface 3) 4/ 4/ 2/08 9 Olam +/2/2008 HCI Steel Buildings, Inc. 4/2/2008 Page 93 Of 526 Page 94 of 526 Job No 1 3869 modify I I Job No 1 3869 STEEL. I modify ICi�_riii7 Customer! CLALLAM BUILDERS AND I Date I 9/2/2008 �aii•� Customer I CLALLAN BUILDERS AND I Date 1 4/2/2008 Descri tion Desi n I Description) WESTPORT SHIPYARD INTERIOR Designed 81,1 l ➢LB I P WESTPORT SHIPYARD INTERIOR I 9 ed Hy1 DLB CI L BUILDING HCI STEEL BUILDING SYSTEMS. 1NC. H I 1 I Checked By I V41 SYSTEMS. INC. I 1 I Checked $y l V41 3869 Purlin Layout Report (Surface 3) SURFACE LAYOUT Surface No Peak Id Length Row Space PURLIN LOCATION Purlin Surf Load Dead Edge Show Id Offset Space Width Load Wind Report 1 1 083 1 083 3 568 1 31 2 6 052 4 969 4 969 0 94 3 11 021 4 969 4 969 0 94 4 15 990 4 969 4 969 0 94 5 20 959 4 969 4 969 0 94 6 25 928 4 969 4 969 0 94 Y 7 30 897 4 969 4 969 0 94 8 35 866 4 969 4 969 0 94 9 40 835 4 969 4 969 0 94 10 45 804 4 969 4 927 0 95 Y Y 50 690 4 885 PURLIN LAYOUT Bay Span Purlin Span Lap(ft) No Unit Total Id Id Size (ft) Lett Right Brace Weight Weight 1 9235014 1 29 0 5 3 53 5 1 2 9235014 19 96 1 88 0 90 4 903 9 2 3 9235014 21 25 1 88 1 88 0 103 5 1035 0 3 4 9235014 21 25 1 88 1 88 0 103 5 1035 0 4 5 9235014 19 96 1 88 0 90 4 903 9 6 9235014 1 29 0 5 3 53 5 SPECIAL'LOADS 3 50 690 10 1 083 Total(1b)= 797 0 7969 5 4/ 2/08 9 Olam 3869 Purlin Layout Report (Surface 3) 4/ 2/08 9 Olam SHEET 47 of 263 Load Location Start End Load_Type 45 090 50 690 Edge Zone Wind 3869 Purlin Design Report (Surface 3) 4/ 2/08 3 9Olam ROOF PURLIN PURLIN LAYOUT (Purlin Id= 6) DESIGN RUN 2 SURFACE 3 Bay Span Purlin Span Lap(ft) Load No Id Id Size (ft) Left Right Width Brace 1 9235014 1 29 4 97 0 1 2 9235014 19 96 1 88 4 97 0 2 3 9235014 21 25 1 88 1 88 4 97 0 3 4 9Z35014 21 25 1 88 1 88 4 97 0 4 5 9235014 19 96 1 88 4 97 0 6 9235014 1 29 4 97 0 LOAD COMBINATION 1 DL +CL +LL PURLIN ANALYSIS Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup HCI Steel Buildings, Inc. E/2/2008 Job No 1 3869 1 modify 1 f Customer' CLALLAM BUILDERS AND I Date 1 9/2/2008 HCI S tttL BUILDING Description' NESTPORT SHIPYARD INTERIOR I De a.gned By' DLB SYSTEMS. INC. I 1 Checked Hy I V41 3869 Purlin Design Report (Surface 3) 1 0 00 -0 19 0 00 0 00 0 00 0 12 2 1 16 -1 52 1 80 0 12 -4 39 7 81 3 43 6 54 3 1 64 1 36 -1 23 -1 51 6 54 3 72 2 56 11 09 2 53 5 09 4 1 51 1 23 -1 36 -1 64 5 09 2 53 -2 56 10 16 3 72 6 54 5 1 80 1 52 1 16 6 54 3 43 -4 39 12 15 0 12 6 0 19 0 00 0 12 0 00 1 29 0 00 STRENGTH /DEFLECTION UNBRACE LENGTHS LAP BOLT SHEAR /BEARING vw 4/ 2/08 9 Olam 1 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 2 20 0 15 5 0 0 0 0 2 6 1 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 3 21 3 1 9 3 3 0 0 2 4 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 1 9 2 4 0 0 3 3 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 5 20 0 1 9 2 6 0 0 0 0 15 5 1 00 1 67 1 00 1 00 1 00 1 00 0 70 6 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 Page 95 Of 526 Page 96 Of 526 I HCI STEEL BUILDING SYSTEMS. INC. Span Shear(k Moment(f -k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow PURLIN ANALYSIS 1 RS -0 19 4 00 0 05 RS 0 12 7 08 0 02 LS 0 00 0 14 Shear(k Moment(f 2 RL 1 52 4 00 0 38 MS 4 39 7 08 0 62 RL 0 32 56 Span Left Left Right Right Left Left MidSpan Right Right 3 LL 1 36 4 00 0 34 LL 3 72 7 08 0 53 LL 0 35 -0 26 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 4 RL 1 36 4 00 0 34 RL 3 72 7 08 0 53 RL 0 35 -0 26 5 LL 1 52 4 00 0 38 MS -4 39 7 08 0 62 LL 0 32 -0 56 1 0 00 -0 32 0 00 0 00 0 00 0 20 6 LS 0 19 4 00 0 05 LS 0 12 7 08 0 02 LS 0 00 0 14 2 1 91 2 52 2 97 0 20 -7 26 7 81 5 67 10 81 3 2 71 2 26 -2 03 -2 49 10 81 6 15 -4 23 11 09 4 18 8 41 4 2 49 2 03 -2 26 -2 71 8 41 4 18 -4 23 10 16 6 15 10 81 5 2 97 2 52 1 91 10 81 5 67 -7 26 12 15 0 20 Available 6 0 32 0 00 0 20 0 00 1 29 0 00 Reduction Span Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In STRENGTH /DEFLECTION Bolt 0.500 (A325 UNBRACE LENGTHS Span Lap_Shear(k Shear Ratio Available Id Left Right Left Right Reduction Span Minor Cb Factor SHEET 48 of 263 2 0 87 0 45 3 0 87 0 68 0 45 0 35 4 0 68 0 87 0 35 0 45 5 0 87 0 45 LOAD COMBINATION 2 DL +CL +1 6SL I Job No 1 3869 I modify I Customer' CLAILAM BUILDERS AND I Date 1 4/2/2008 Description' WESTPORT SHIPYARD INTERIOR I Designed 13 DLB I Checked RI/ V41 3869 Purlin Design Report (Surface 3) 4/ 2/08 9 Olam Span Shear(k Moment(f k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 RS -0 32 4 00 0 08 RS 0 20 7 08 0 03 RS 0 01 0 22 2 RL -2 52 4 00 0 63 MS 7 26 7 08 1 02 RL 0 87 -0 92 3 LL 2 26 4 00 0 56 LL 6 15 7 08 0 87 LL 0 94 -0 43 4 RL -2 26 4 00 0 56 RL 6 15 7 08 0 87 RL 0 94 -0 43 5 LL 2 52 4 00 0 63 MS -7 26 7 08 1 02 LL 0 87 -0 92 6 LS 0 32 4 00 0 08 LS 0 20 7 08 0 03 LS 0 01 0 22 \,----"7111111i HCI Steel Buildings, Inc. 1 Job No 1 3869 I mEy odi Customer I CLALLAM BUILDERS A140 I Date 1 4/2/2008 Description1 WESTPORT SHIPYARD INTERIOR I Designed Byl DLB 1401 STEEL BUILDING SYSTEMS. INC. I Checked BY 1 V41 3869 =te Purlin Design Report (Surface 3) 4/ 2/08 9 Olam Id LS LL MS RL RS IS 11 143 RL RS Out In 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 2 20 0 15 5 0 0 0 0 2 6 1 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 3 21 3 1 9 3 3 0 0 2 4 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 1 9 2 4 0 0 3 3 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 5 20 0 1 9 2 6 0 0 0 0 15 5 1 00 1 67 1 00 1 00 1 00 1 00 0 70 6 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 7 0 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 Span Lap_Shear(k Shear_Ratio Id Left Right Left Right 2 1 44 0 74 3 1 44 1 12 0 74 0 57 4 1 12 1 44 0 57 0 74 5 1 44 0 74 LOAD COMBINATION 3 DL +CL +0 7511 +0 75WP PURLIN ANALYSIS Shear(k MOment(f -k Span Left Left Right Right Left Left MidSpan Right Right Span Lap_Shear(k Shear_Ratio Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup Id Left Right Left Right 1 0 00 -0 21 0 00 0 00 0 00 0 14 2 0 97 0 49 2 1 28 1 69 -2 00 0 14 -4 87 7 81 3 80 7 25 3 0 97 0 75 0 49 0 38 3 1 82 1 51 -1 36 -1 67 7 25 4 13 2 84 11 09 2 80 5 64 4 0 75 0 97 0 38 0 49 4 1 67 1 36 1 51 1 82 5 64 2 80 2 84 10 16 4 13 7 25 5 0 97 0 49 5 2 00 1 69 -1 28 7 25 3 80 -4 87 12 15 0 14 6 0 21 0 00 0 14 0 00 1.29 0 00 Page 97 Of 526 Page 98 Of 526 SHEET 49 of 263 1:1 Job No 1 3869 1 modify 1 Customer' CLALLAM BUILDERS AND I Date 1 9/2/2008 HCI STEEL BUILDING Description) WESTPOAT SHIPYARD INTERIOR I Designed Byl OLB SYSTEMS. INC. 1 l Checked Byl V41 3869 �aa Purlin Design Report (Surface 3) a 4/ 2/08 0 9 Olam STRENGTH /DEFLECTION Span Shear(k Moment(f -k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Cale Allow UC Loc UC Calc Allow 1 RS -0 21 4 00 0 05 RS 0 14 7 08 0 02 LS 0 00 0 15 2 RL 1 69 4 00 0 42 MS -4 87 7 08 0 69 RL 0 39 -0 62 3 LL 1 51 4 00 0 38 LL 4 13 7 08 0 58 LL 0 42 -0 29 4 RL -1 51 4 00 0 38 RL 4 13 7 08 0 58 RL 0 42 -0 29 5 LL 1 69 4 00 0 42 MS -4 87 7 08 0 69 LL 0 39 -0 62 I 6 LS 0 21 4 00 0 05 LS 0 14 7 08 0 02 LS 0 00 0 15 1 UNBRACE LENGTHS Available Reduction Span -Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In 1 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 2 20 0 15 5 0 0 0 0 2 6 1 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 3 21 3 1 9 3 3 0 0 2 4 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 1 9 2 4 0 0 3 3 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 5 20 0 1 9 2 6 0 0 0 0 15 5 1 00 1 67 1 00 1 00 1 00 1 00 0 70 6 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 LOAD COMBINATION 4 DL +CL +O 7581 +0 75WP 4/2/2008 HCI Steel Buildings Inc. Job No 1 3869 1 modify Customer I CLALLAM BUILDERS AND I Date 1 4/2/2008 HCI STEEL BUILDING WESTPORT SHIPYARD INTERIOR Da agned By� DLB SYSTEMS. INC. Checked BY! V41 3869 �e Purlin Design Report (Surface 3) 4/ 2/08 9 Olam PURLIN ANALYSIS Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup STRENGTH /DEFLECTION UNBRACE LENGTHS Page 99 Of 526 Page 100 Of 526 Job No 1 3869 1 modify I Customer I CLALLAM BUILDERS AND I bate 1 4/2/2008 Description 1 WESTPORT SHIPYARD INTERIOR Designed By! DLB HCI STEEL BUILDING SYSTEMS. INC. f Checked Syl V41 SHEET 50 of 263 3869 Purlin Design Report (Surface 3) 4/ 2/08 9 Olam LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 Span Lap_Shear(k Shear Ratio Id Left Right Left Right 1 0 00 -0 24 0 00 0 00 0 00 0 15 2 1 07 0 55 2 1 42 -1 87 2 22 0 15 5 41 7 81 4 22 8 05 3 1 07 0 84 0 55 0 43 3 2 02 1 68 -1 51 -1 85 8 05 4 58 3 15 11 09 3 11 6 27 4 0 84 1 07 0 43 0 55 4 1 85 1 51 -1 68 -2 02 6 27 3 11 3 15 10 16 4 58 8 05 5 1 07 0 55 5 2 22 1 87 -1 42 8 05 4 22 -5 41 12 15 0 15 6 0 24 0 00 0 15 0 00 1 29 0 00 LOAD COMBINATION N 5 0 6DL +WS Span Shear(k Moment(f-k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Cale Allow PORLIN ANALYSIS 1 RS -0 24 4 00 0 06 RS 0 15 7 08 0 02 RS 0 00 0 17 Shear(k Moment(f-k 2 RL -1 87 4 00 0 47 MS 5 41 7 08 0 76 RL 0 48 -0 69 Span Left Left Right Right Left Left MidSpan Right Right 3 LL 1 68 4 00 0 42 LL 4 58 7 08 0 65 LL D 52 -0 32 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 4 RL 1 68 4 00 0 42 RL 4 58 7 08 0 65 RL 0 52 -0 32 5 LL 1 87 4 00 0 47 MS -5 41 7 08 0 76 LL 0 48 -0 69 1 0 00 0 13 0 00 0 00 0 00 -0 09 6 LS 0 24 4 00 0 06 LS 0 15 7 08 0 02 LS 0 00 0 17 2 -1 00 1 09 1 28 -0 09 3 38 7 67 2 46 -4 69 3 1 14 -0 95 0 83 1 02 -4 69 -2 73 1 72 11.22 1 67 3 41 4 -1 02 -0 83 0 95 1 14 3 41 -1 67 1 72 10 03 2 73 -4 69 5 -1 28 1 09 1 00 -4 69 -2 46 3 38 12 28 -0 09 Available 6 -0 13 0 00 -0 09 0 00 1 29 0 00 Reduction Span Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL .RS Out In STRENGTH /DEFLECTION 1 1 3 1 3 1 3 1 3 1 3 1 3 1 D0 1 00 1 00 1 00 1 00 1 00 0 70 Span Shear(k Moment(f-k Mom +Shr Deflection(in) 2 20 0 15 5 0 0 0 0 2 6 1 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 3 21 3 1 9 3 3 0 0 2 4 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 1 9 2 4 0 0 3 3 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 1 RS 0 13 4 00 0 03 RS -0 09 7 08 0 01 3.5 0 00 -0 11 5 20 0 1 9 2 6 0 0 0 0 15 5 1 OD 1 67 1 00 1 00 1 00 1 00 0 70 2 RL 1 09 4 00 0 27 MS 3 38 4 96 0 68 RL 0 17 0 43 6 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 3 LL -0 95 4 00 0 24 LL -2 73 7 08 0 38 LL 0 18 0 17 4/2/2008 HCI Steel Buildings, Inc. 4/2/2008 Job No 1 3869 i modify I I Job NO] 3869 1 iry7:ri l Customer' CLALLAM BUILDERS AND I Date 4/2/2008 Customer] CLALIJIH BUILDERS AND Description l WESTPORT SHIPYARD INTERIOR I Designed ByI DLB I i Description NESTPOAT SHIPYARD INTERIOR HCI STEEL BUILDING MCI STEEL BUILDING SYSTEMS. INC. I I Checked By1 V41 SYSTEMS. INC. 3869 Purlin Design Report (Surface 3) 4/ 2/08 9 Olam a 4 RL 0 95 4 00 0 24 RL 2 73 7080 38 RL 0 18 0 17 5 LL 1 09 4 00 0 27 MS 3 38 4 96 0 68 LL 0 17 0 43 6 LS -0 13 4 00 0 03 LS -0 09 7 08 0 01 LS 0 00 -0 11 UNBRACE LENGTHS Available Reduction Span Minor Cb Factor Id Major LS LL M5 RL RS LS LL MS RL RS Out In STRENGTH /DEFLECTION 1 1 3 1 3 0 0 1 3 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 70 Span Shear(k Moment(f -k Mom +Shr Deflection(in) 2 20 0 0 0 15 5 15 5 0 0 0 0 1 00 1 00 1 00 1 67 1 00 1 00 0 70 Id Loc Calc Allow UC Loc Cale Allow UC Loc UC Calc Allow 3 21 3 0 0 0 0 11 6 0 0 0 0 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 0 0 0 0 11 6 0 0 0 0 1 00 1 67 1 00 1 67 1 00 1 00 0 70 1 85 -0 22 4 00 0 06 RS 0 15 7 08 0 02 RS 0 00 0 15 5 20 0 0 0 0 0 15 5 15 5 0 0 1 00 1 67 1 00 1 00 1 00 1 00 0 70 2 RL -1 80 4 00 0 45 NS 5 05 7 08 0 71 RL 0 48 -0 63 6 1 3 0 0 0 0 1 3 0 0 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 3 LL 1 67 4 00 0 42 LL 4 53 7 08 0 64 LL 0 51 -0 39 4 LL 0 99 4 00 0 25 LL 2 86 7 08 0 40 LL 0 20 -0 11 5 LL 1 14 4 00 0 28 MS 3 43 7 08 0 48 LL 0 16 -0 45 6 LS 0 14 4 00 0 04 LS 0 09 7 08 0 01 LS 0 00 0 11 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 PURLIN ANALYSIS Page 101 Of 526 Page 102 Of 526 3869 Purlin Design Report (Surface 3) 4/ 2/08 9 Olam 1 0 00 -0 22 0 00 0 00 0 00 0 15 2 1 34 -1 80 -2 13 0 15 -5.05 7 73 4 28 7 96 3 1 99 1 67 -1 38 -1 71 7 96 4 53 3 45 11 45 2 02 4 91 4 1 20 0 99 -0 97 -1 18 4 91 2 86 1 53 10 73 2 66 4 67 5 1 35 1 14 -0 89 4 67 2 34 3 43 12 03 0 09 6 0 14 0 00 0 09 0 00 1 29 0 00 UNBRACE LENGTHS Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Span Lap_Shear(k Shear_Ratio Id Sup Lap Lap sup Sup Lap Mom Loc Lap Sup Id Left Right Left Right SHEET 51 of 263 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 'modify Date 1 4/2/2008 I Designed alt DLB I Checked By I v41 ee Span Lap_Shear(k Shear_Ratio Available Id Left Right Left Right Reduction Span Minor Cb- Factor 2 0 63 0 32 Id Major LS LL MS RL RS LS LL MS RL RS Out In 3 0 63 0 95 0 32 0 23 4 0 45 0 63 0 23 0 32 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 5 0 63 0 32 2 20 0 15 3 0 0 0 0 2 7 1 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 3 21 3 1 9 3 3 0 0 1 6 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 1 9 3 6 0 0 3 4 1 9 1 00 1 67 1 00 1 67 1 DD 1 00 D 70 LOAD COMBINATION 8 6 DL +CL +SL /2 +AUx3 5 20 0 1 9 2 3 0 0 0 0 15 8 1 00 1 67 1 00 1 00 1 00 1 00 0 70 6 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 OD 1 00 1 00 1 00 0 70 HCI Steel Buildings, Inc. 4/2/2008 1 Job No 1 3869 I Customer! CLALLAM BUILDERS AND Description) WESTPORT SHIPYARD INTERIOR HCI STEEL BUILDING SYSTEMS. INC. .mimes.. a..... =e 3869 Purlin Design Report (Surface 3) 4/ 2/08 9 Olam 2 1 06 0 54 3 1 06 0 66 0 54 0 33 4 0 66 0 62 0 33 0 32 5 0 62 0 32 LOAD COMBINATION 7 DL +CL +SL /2 +AUX4 PURLIN ANALYSIS STRENGTH /DEFLECTION modify I Date 1 Designed By! DLB Checked By I V41 Span Shear(k Moment(f k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow DC Loc UC Calc Allow Page 103 Of 526 Page 104 Of 526 CI STEEL BUILDING aaIS. INC. 3869 Purlin Design Report (Surface 3) 4/ 2/08 9 Olam env mama s} Span Minor Cb Factor Id Major LS LL MS RL RS L5 LL MS RL RS Out In 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 2 20 0 14 6 0 0 0 0 3 5 1 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 3 21 3 1 9 2 3 0 0 2 7 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 1 9 2 7 0 0 2 3 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 5 20 0 1 9 3 5 0 0 0 0 14 6 1 00 1 67 1 00 1 00 1 00 1 00 0 70 6 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Span Lap_Shear(k Shear_Ratio Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup Id Left Right Left Right 1 0 00 -0 14 0 00 0 00 0 00 0 09 2 0 80 0 41 2 0 82 1 20 1 41 0 09 -2 92 7 34 3 53 5 98 3 0 80 0 91 0 41 0 47 3 1 81 1 48 -1 56 1 89 5 98 2 89 -3 42 10 39 3 60 6 83 4 0 91 0 80 0 47 0 41 4 1 89 1 56 1 48 -1 81 6 83 3 60 -3 42 10 86 2 89 5 98 5 0 80 0 41 5 1 41 1 20 -0 82 5 98 3 53 -2 92 12 61 0 09 6 0 14 0 00 0 09 0 00 1 29 0 00 PURLIN ANALYSIS SHEET 52 of 263 Job No 1 3869 I modify I Customer' CLALLRM BUILDERS AND I Data 1 4/2/2008 Description) WESTPORT SHIPYARD INTERIOR Designed By' DLB I I Checked BY I V41 LOAD COMBINATION 8 DL +CL +SL /2 +ADX5 1 RS -0 14 4 00 0 04 RS 0 09 7 08 0 01 LS 0 00 0 08 Shear(k Moment(f -k 2 RL 1 20 4 00 0 30 RL 3 53 7 08 0 50 RL 0 30 -0 32 Span Left Left Right Right Left Left MidSpan Right Right 3 RL 1 56 4 00 0 39 RL 3 60 7 08 0 51 RL 0 35 -0 40 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 4 LL 1 56 4 00 0 39 LL 3 60 7 08 0 51 IL 0 35 -0 40 5 LL 1 20 4 00 0 30 LL 3 53 7 08 0 50 LL 0 30 -0 32 1 0 00 -0 14 0 00 0 00 0 00 0 09 6 LS 0 14 4 00 0 04 LS 0 09 7 08 0 01 LS 0 00 0 08 2 0 89 1 14 1 35 0 09 -3 43 7 93 2 34 4 67 3 1 18 0 97 -0 99 1 20 4 67 2 66 1 53 10 52 2 86 4 91 UNBRACE LENGTHS 4 1 71 1 38 1 67 1 99 4 91 2 02 -3 45 9 80 4 53 7 96 5 2 13 1 80 1 34 7 96 4 28 -5 05 12 23 0 15 Available 6 0 22 0 00 0 15 0 00 1 29 0 00 Reduction HCI Steel Buildings Inc. 4/2/2008 Page 105 Of 526 Page 106 Of 526 1 Job No 1 3869 I modify I Job No 1 3869 Customer CLALLAM BUILDERS AND Date 4/2/2008 l64 Customer I CLALLAM BUILDERS AND +Description) 36919037 SHIPYARD INTERIOR MCI STEEL BUILDING I Designed Byl DLB I I I Description 1 WESTPORT SHIPYARD INTERIOR I SCI STEEL BUILDING SYSTEMS, INC. SYSTEMS. INC. 1 STRENGTH /DEFLECTION UNBRACE LENGTHS Checked BPI V41 3869 Span Shear(k Moment(f -k Mam +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow DC Loc OC Calc Allow PURLIN ANALYSIS Puur Design Report (Surface 3) 4/ 2/08 9 Olam 3869 Purlin Design Report (Surface 3) I modify Date 1 4/2/2008 I Designed Byl 01.3 I Checked By I 1741 4/ 2/08 9 Olam 1 RS -0 14 4 00 0 04 RS 0 09 7 08 0 01 1.8 0 00 0 11 2 RL 1 14 4 00 0 28 MS 3 43 7 08 0 48 RL 0 16 -0 45 3 .RL -0 99 4 00 0 25 RL 2 86 7 08 0 40 RL 0 20 -0 11 4 RL 1 67 4 00 0 42 RL 4 53 7 08 0 64 RL 0 51 -0 39 5 LL 1 80 4 00 0 45 MS -5 05 7 08 0 71 LL 0 48 -0 63 1 0 00 -0 22 0 00 0 00 0 00 0 15 6 LS 0 22 4 00 0 06 LS 0 15 7 08 0 02 LS 0 00 0 15 2 1 42 -1 73 -2 06 0 15 -5 62 8 14 2 99 6 54 3 1 34 1 13 -0 83 1 04 6 54 4 23 -1 43 11 94 1 66 3 42 4 1 11 0 90 -1 06 1 27 3 42 1 53 2 11 9 94 2 87 5 05 5 1 37 1 16 -0 87 5 05 2 69 -3 28 12 20 0 09 Available 6 0 14 0 00 0 09 0 00 1 29 0 00 Reduction Span -Minor -Cb Factor Id Major 15 LL MS RL RS LS LL MS RL RS Out In STRENGTH /DEFLECTION Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 Span Shear(k Moment(f -k Mom +Shr Deflection(in) 2 20 0 15 8 0 0 0 0 2 3 1 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 Id Loc Calc A110w DC Loc Calc Allow UC Loc UC Calc Allow 3 21 3 1 9 3 4 0 0 3 6 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 1 9 1 6 0 0 3 3 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 1 RS -0 22 4 00 0 06 RS 0 15 7 08 0 02 RS 0 00 0 18 5 20 0 1 9 2 7 0 0 0 0 15 3 1 00 1 67 1 00 1 00 1 00 1 00 0 70 2 RL -1 73 4 00 0 43 MS -5 62 7 08 0 79 RL 0 29 -0 77 6 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 3 LL 1 13 4 00 0 28 LL 4 23 7 08 0 60 LL 0 40 -0 06 4 RL -1 06 4 00 0 26 RL 2 87 7 08 0 41 RL 0 21 -0 23 5 LL 1 16 4 00 0 29 MS 3 28 7 08 0 46 LL 0 19 -0 41 LAP BOLT SHEAR /BEARING 6 LS 0 14 4 00 0 04 LS 0 09 7 08 0 01 L8 0 00 0 10 Bolt 0 500 (A325 UNBRACE LENGTHS Span Lap_Shear(k Shear_Ratio Available Id Left Right Left Right Reduction Span Minor -Cb Factor 2 0 62 0 32 Id Major LS LL MS RL RS L5 LL MS RL RS Out In 3 0 62 0 66 0 32 0 33 4 0 66 1 06 0 33 0 54 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 5 1 06 0 54 2 20 0 16 2 0 0 0 0 1 9 1 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 3 21 3 1 9 5 0 0 0 2 4 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 1 9 1 9 0 0 3 3 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 LOAD COMBINATION 9 9 DL +CL +SL /2 +ADX1 5 20 0 1 9 2 7 0 0 0 0 15 4 1 00 1 67 1 00 1 00 1 00 1 00 0 70 SHEET 53 of 263 HCI Steel Buildings Inc. t /2/2008 I Job No l 3869 I D modify Customer! CLALLAM BUILDERS AND I ate 4/2/2008 Deacription1 WESTPORT SHIPYARD INTERIOR Designed E3 DLB HCI STEEL BUILDING SYSTEMS, INC. I I Checked Ely! V41 3869 Burlin Design Report (Surface 3) 4/ 2/089 Olam 6 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 Span Lap_Shear(k Shear_Ratio Id Left Right Left Right 2 0 87 0 45 3 0 87 0 46 0 45 0 23 4 0 46 0 67 0 23 0 34 5 0 67 0 34 LOAD COMBINATION #10 DL+CL +SL /2 +AUX2 PURLIN ANALYSIS STRENGTH /DEFLECTION Page 107 Of 526 Page 108 Of 526 I Job No l 3869 I modify I 111 1 Customer' CLALLAM BUILDERS AND I D 9/2/2008 WESTPORT SHIPYARD INTERIOR DLB HCI STEEL BUILDING Deaoription1 SYSTEMS, INC. I I V41 3869 Purlin Design Report ort Surface 3) 4/ 2/08 9 Olam 3 LL 06 4 00 0 26 LL 2 87 7 08 0 41 IL 0 21 -0 23 4 RL -1 13 4 00 0 28 RL 4 23 7 08 0 60 RL 0 40 -0 06 5 LL 1 73 4 00 0 43 MS -5 62 7 08 0 79 LL 0 29 -0 77 6 LS 0 22 4 00 0 06 LS 0 15 7 08 0 02 LS 0 00 0 18 'EMBRACE LENGTHS Available Reduction Span Minor Cb Factor Id Major LS LL MS RI RS LS LL MS RL RS Out In 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 2 20 0 15 4 0 0 0 0 2 7 1 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 3 21 3 1 9 3 3 0 0 1 9 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 1 9 2 4 0 0 5 0 1 9 1 00 1 67 1 00 1 67 1 00 1 00' 0 70 5 20 0 1 9 1 9 0 0 0 0 16 2 1 00 1 67 1 00 1 00 1 00 1 00 0 70 6 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Span Lap_Shear(k Shear_Ratio Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup Id Left Right Left Right 1 0 00 -0:14 0 00 0 00 0 00 0 09 2 0 67 0 34 2 0 87 -1 16 1 37 0 09 3 28 7 76 2 69 5 05 3 0 67 0 46 0 34 0 23 3 1 27 1 06 -0 90 -1 11 5 05 2 87 -2 11 11 31 1 53 3 42 4 0 46 0 87 0 23 0 45 4 1 04 0 83 1 13 1 34 3 42 1 66 -1 43 9 31 4 23 6 54 5 0 87 0 45 5 2 06 1 73 1 42 6 54 2 99 -5 62 11 82 0 15 6 0 22 0 00 0 15 0 00 1 29 0 00 LOAD COMBINATION #11 DL+CL+SL -1 OAUX1 Span Shear(k Moment(f -k Mom +Shr Deflection(in) Id .LOO Calc Allow UC LoC Calc Allow 00 Loc UC Calc Allow PURLIN ANALYSIS 1 'RS -0 14 4 00 0 04 RS 0 09 7 08 0 01 LS 0 00 0 10 Shear(k Moment(f -k 2 RL 1 16 4 00 0 29 MS -3 28 7 08 0 46 RL 0 19 -0 41 .Span Left Left Right Right Left Left MidSpan Right Right SHEET 54 of 263 HCI Steel Buildings, Inc. +/2/2008 HCI STEEL BUILDING I SYSTEMS. INC. Job No 1 3869 modify I CLALLAM BUILDERS AND I Date J 4/2/2008 Descri.ptionl WESTPORT SHIPYAR INTERIOR I Designed BYI OLB Checked By I V41 9 3869 Purlin Design Report (Surface 3) 4/ 2/08 9 Olam 3869 lac Purlin Design Report (Surface 3) am 4/ 2/08 9 Olam xa mm aaa a== aa a= a =e ma= Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup Id Left Right Left Right 1 0 00 -0 14 0 00 0 00 0 00 0 09 2 0 80 1 19 1 40 0 09 2 83 7 29 3 59 6 01 3 1 82 1 49 1 52 -1 85 6 01 2 91 3 55 10 53 3 19 6 35 4 1 78 1 45 1 56 1 89 6 35 3 32 2 81 10 31 4 27 7 50 5 2 09 1 77 1 35 7 50 3 89 -5 15 12 12 0 14 6 0 22 0 00 0 14 0 00 1 29 0 00 STRENGTH /DEFLECTION Span Shear(k Moment(f k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow ONBRACE LENGTHS Page 109 Of 526 Page 110 Of 526 HCI STEEL BUILDING SYSTEMS. INC. 2 0 BO 0 41 3 0 80 0 85 0 41 0 43 4 0 85 1 00 0 43 0 51 5 1 00 0 51 LOAD COMBINATION #12 DL +CL +SL 1 OAUX2 PURLIN ANALYSIS SHEET 55 of 263 I Job N.. I 3860 1 .__:.o.. 1 1 WESTPORT SHIPYARD INTERIOR C CLALLAM BUILDERS AND I I Checked By! V41 1 RS -0 14 4 00 0 04 RS 0 09 7 08 0 01 LS 0 00 0 08 Shear(k Moment(f -k 2 RL -1 19 4 00 0 30 RL 3 59 7 08 0 51 RL 0 31 -0 30 Span Left Left Right Right Left Left Mid5pan Right Right 3 RL 1 52 4 00 0 38 MS 3 55 7 08 0 50 RL 0 29 -0 43 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 4 RL 1 56 4 00 0 39 RL 4 27 7 08 0 60 RL 0 45 -0 26 5 LL 1 77 4 00 0 44 MS -5 15 7 08 0 73 LL 0 42 -0 66 1 0 00 -0 22 0 00 0 00 0 00 0 14 6 LS 0 22 4 00 0 06 LS 0 14 7 08 0 02 LS 0 00 0 16 2 1 35 -1 77 2 09 0 14 5 15 7 84 3 89 7 50 3 1 89 1 56 -1 45 1 78 7 50 4 27 -2 81 10 94 3 32 6 35 4 1 85 1 52 1 49 -1 82 6 35 3 19 -3 55 10 72 2 91 6 02 5 1 40 1 19 -0 80 6 02 3 59 2 83 12 67 0 09 Available 6 0 14 0 00 0 09 0 00 1 29 0 00 Reduction Span Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In STRENGTH /DEFLECTION 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 Span Shear(k Moment(f -k Mom +Shr Deflection(in) 2 20 0 14 5 0 0 0 0 3 6 1 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 3 21 3 1 9 2 2 0 0 2 4 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 1 9 2 7 0 0 3 4 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 1 RS -0 22 4 00 0 06 RS 0 14 7 08 0 02 RS 0 00 0 16 5 20 0 1 9 2 5 0 0 0 0 15 6 1 00 1 67 1 00 1 00 1 00 1 00 0 70 2 RL 1 77 4 00 0 44 MS 5 15 7 08 0 73 RL 0 42 -0 66 6 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 3 LL 1 56 4 00 0 39 LL 4 27 7 08 0 60 LL 0 45 -0 26 4 LL 1 52 4 00 0 38 MS -3 55 7 08 0 50 LL 0 29 -0 43 5 LL 1 19 4 00 0 30 LL 3 59 7 08 0 51 LL 0 31 -0 30 LAP BOLT SHEAR /BEARING 6 LS 0 14 4 00 0 04 LS 0 09 7 08 0 01 LS 0 00 0 08 Bolt 0 500 (A325 UNBRACE LENGTHS Span Lap_Shear(k Shear Ratio Available HCI Steel Buildings, Inc. t/2/2008 HCI STEEL BUILDING SYSTEMS. INC. 3869 Purlin Design Report (Surface 3) LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 Span Lap_Shear(k Shear Ratio Id Left Right Left Right 2 1 00 0 51 3 1 00 0 85 0 51 0 43 4 0 85 0 80 0 43 0 41 5 0 80 0 41 LOAD COMBINATION #13 DL +CL +1 6AUX3 PURLIN ANALYSIS Job No 3869 Customer' CLALLAM BUILDERS AND Description 1 WESTPORT SHIPYARD INTERIOR modify 1 Date i 4/2/2008 Designed BYI DLB Checked By' V41 Reduction Span Minor Cb- Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 2 20 0 15 6 0 0 0 0 2 5 1 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 3 21 3 1 9 3 4 0 0 2 7 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 1 9 2 4 0 0 2 2 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 5 20 0 1 9 3 6 0 0 0 0 14 5 1 00 1 67 1 00 1 00 1 00 1 00 0 70 6 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 Page 111 Of 526 Page 112 Of 526 I HCI STEEL BUILDING SYSTEMS. INC. e- a==a,eavaa ems evenm ®ac �eseaa ==vo =maa 4/ 2/08 9 Olam 3869 Purlin Design Report (Surface 3) 4/ 2/08 9 Olam STRENGTH /DEFLECTION Span Shear(k Moment(f -k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 RS -0 19 4 00 0 05 RS 0 13 7 08 0 02 LS 0 00 0 13 2 RL -1 57 4 00 0 39 MS -4 30 7 08 0 61 RL 0 39 -0 52 3 LL 1 49 4 00 0 37 LL 4 04 7 08 0 57 LL 0 41 -0 41 4 LL 0 53 4 00 0 13 LL 2 40 7 08 0 34 LL 0 12 0 05 5 LL 0 51 4 DO 0 13 MS 1 70 7 08 0 24 LS 0 02 -0 24 6 LS 0 07 4 00 0 02 LS 0 04 7 OB 0 01 LS 0 00 0 05 UNBRACE LENGTHS Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Span Lap_Shear(k Shear_Ratio Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup Id Left Right Left Right 1 0 00 -0 19 0 00 0 00 0 00 0 13 2 0 95 0 48 2 1 16 57 1 85 0 13 4 30 7 66 3 89 7 10 3 0 95 0 46 0 48 0 24 3 1 77 1 49 -1 15 43 7 10 4 04 -3 32 11 76 1 06 3 48 4 0 46 0 24 0 24 0 12 4 0 62 0 53 -0 37 -0 47 3 48 2 40 -0 31 12 13 1 04 1 83 5 0 24 0 12 5 0 60 0 51 -0 42 1 83 0 79 1 70 11 72 0 04 6 0 07 0 00 0 04 0 00 1 29 0 00 SHEET 56 of 263 I Job N0 1 3869 CUstomer i CLALLAM ILDERS AND Descriptron1 WESTPORT S INTERIOR i modify I Date 1 4/2/2008 I Designed Byi DLB I Checked By i V41 Available Reduction Span Minor Cb Factor Id Major LS LL MS AL RS LS LL MS RL RS Out In 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 2 20 0 15 2 0 0 0 0 2 9 1 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 3 21 3 1 9 3 3 0 0 1 0 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 1 9 6 8 0 0 3 8 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 5 20 0 1 9 1 7 0 0 0 0 16 4 1 00 1 67 1 00 1 00 1 00 1 00 0 70 6 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 HCI Steel Buildings, Inc. 4/2/2008 HCI STEEL BUILDING SYSTEMS. INC. PURLIN ANALYSIS STRENGTH /DEFLECTION Job No 1 3869 1 modify 1 Customer 1 CLALLAM BUILDERS AND I Date 1 4/2/2008 Description) WESTPORT SHIPYARD INTERIOR I Designed Byl DLB Checked BY I V41 3869 Purlin Design Report (Surface 3) 4/ 2/08 9 Olam LOAD COMBINATION #14 DL+CL +1 6AUX4 Page 113 Of 526 Page 114 Of 526 HCI STEEL. BUILDING SYSTEMS, INC. LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 Shear(k Moment(f k 1 Span Left Left Right Right Left Left MidSpan Right Right Span Lap_Shear(k Shear_Ratio Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup Id Left Right Left Right 1 0 00 -0 07 0 00 0 00 0 00 0 04 2 0 52 0 27 2 0 32 -0 61 -0 71 0 04 -0 94 6 19 2 70 3 93 3 0 52 0 87 0 27 0 45 3 1 48 1 20 -1 44 -1 73 3 93 1 42 3 32 9 81 3 58 6 55 4 0 87 0 52 0 45 0 27 4 1 73 1 44 -1 20 -1 48 6 55 3 58 -3 32 11 44 1 42 3 93 5 0 52 0 27 5 0 71 0 61 -0 32 3 93 2 70 -0 94 13 77 0 04 6 0 07 0 00 0 04 0 00 1 29 0 00 Span Shear(k Moment(f k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow 00 Loc UC Calc Allow PURLIN ANALYSIS SHEET 57 of 263 3869 Purlin Design Report (Surface 3) 4/ 2/08 9 Olam 5 20 0 1 9 5 8 0 0 0 0 12 2 1 00 1 67 1 00 1 00 1 00 1 00 0 70 6 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 LOAD COMBINATION #15 DL +CL +1 6AUX5 Job Not 3869 I modify I Customer] CLALLAM BUILDERS AND 1 Date 1 4/2/2008 Description) WESTPORT SHIPYARD INTERIOR 1 Designed B„1 DLB I I Checked By' V41 1 RS -0 07 4 00 0 02 RS 0 04 7 08 0 01 LS 0 00 0 02 Shear(k Moment(f -k 2 RL -0 61 4 00 0 15 RL 2 70 7 08 0 38 RL 0 16 -0 03 Span Left Left Right Right Left Left MidSpan Right Right 3 RL 1 44 4 00 0 36 RL 3 58 7 08 0 51 RL 0 33 -0 42 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 4 LL 1 44 4 00 0 36 LL 3 58 7 08 0 51 LL 0 33 -0 42 5 LL 0 61 4 00 0 15 LL 2 70 7 08 0 38 LL 0 16 -0 03 1 0 00 -0 07 0 00 0 00 0 00 0 04 6 LS 0 07 4 00 0 02 LS 0 04 7 08 0 01 LS 0 00 0 02 2 0 42 -0 51 -0 60 0 04 1 70 8 24 0 79 1 83 3 0 47 0 37 -0 53 -0 62 1 83 1 04 -0 31 9 12 2 40 3 48 UNBRACE LENGTHS 4 1 43 1 15 -1 49 -1 77 3 48 1 06 -3 32 9 49 4 04 7 10 5 1 85 1 57 -1 16 7 10 3 89 -4 30 12 30 0 13 Available 6 0 19 0 00 0 13 0 00 1 29 0 00 Reduction Span Minor Cb- Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In STRENGTH /DEFLECTION 1 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 Span Shear(k Moment(f -k Mom +Shr Deflection(in) 2 20 0 12 2 0 0 0 0 5 8 1 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 Id Loc Calc Allow UC Loc Cale Allow UC Loc UC Calc Allow 3 21 3 1 9 1 3 0 0 2 9 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 1 9 2 9 0 0 1 3 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 1 RS -0 07 4 00 0 02 RS 0 04 7 08 0 01 15 0 00 0 05 HCI Steel Buildings, Inc. 4/2/2008 Page 115 Of 526 Page 116 Of 526 i I Job No 1 3869 1 modify 1 Job No 1 3869 I modify Customer' CLALLAM BUILDERS AND Date 1 Customer I CLALLAM BUILDERS AND I Date :::/2008 Description) WESTPORT SHIPYARD INTERIOR Designed s4 DLH 1 4/2/2008 Description MC( STEEL BUILDING I WESTPORT SHIPYARD INTERIOR I Designed Byl SYSTEMS. INC. I I Checked By I V41 SYSTEMS. INC� LDING i I Checked By I 4/ 2/08 9 Olam 3869 Purlin Design Report (Surface 3) 4/ 2/08 9 Olam 2 RL -0 51 4 00 0 13 M8 -1 70 7 08 0 24 RS 0 02 -0 24 Span Left Left Right Right Left Left MidSpan Right Right 3 RL -0 53 4 00 0 13 RL 2 40 7 08 0 34 RL 0 12 0 05 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 4 RL -1 49 4 00 0 37 RL 4 04 7 08 0 57 RL 0 41 -0 41 5 LL 1 57 4 00 0 39 148 -4 30 7 08 0 61 LL 0 39 -0 52 1 0 00 -0 19 0 00 0 00 0 00 0 13 6 LS 0 19 4 00 0 05 LS 0 13 7 08 0 02 LS 0 00 0 13 2 1 30 1 43 -1 71 0 13 -5 48 8 62 1 27 4 21 3 0 58 0 48 -0 42 -0 51 4 21 3 21 0 93 11 30 2 61 3 48 4 1 54 1 26 -1 38 1 66 3 48 0 85 -4 43 10 24 1 87 4 73 5 0 75 0 65 -0 28 4 73 3 41 -0 71 14 54 0 04 Available 6 0 07 0 00 0 04 0 00 1 29 0 00 Reduction Span Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In STRENGTH /DEFLECTION 3869 Purlin Design Report (Surface 3) UNBRACE LENGTHS 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 Span Shear(k Moment(f -k Mom +Shr Deflection(in) 2 20 0 16 4 0 0 0 0 1 7 1 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 3 21 3 1 9 3 8 0 0 6 8 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 1 9 1 0 0 0 3 3 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 1 RS -0 19 4 00 0 05 RS 0 13 7 08 0 02 LS 0 00 0 18 5 20 0 1 9 2 9 0 0 0 0 15 2 1 00 1 67 1 00 1 00 1 00 1 00 0 70 2 RL -1 43 4 00 0 36 MS 5 48 7 08 0 77 RS 0 13 -0 81 6 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 3 LL 0 48 4 00 0 12 LL 3 21 4 96 0 65 LL 0 21 0 32 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 UNBRACE LENGTHS Span Lap_Shear(k shear Ratio Available Id Left Right Left Right Reduction Span Minor Cb Factor 2 0 24 0 12 Id Major LS LL MS RL RS LS LL MS RL RS Out In 3 0 24 0 46 0 12 0 29 4 0 46 0 95 0 24 0 48 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 5 0 95 0 48 2 20 0 17 1 0 0 0 0 0 9 1 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 3 21 3 1 9 17 5 17 5 17 5 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 1 9 0 7 0 0 1 5 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 LOAD COMBINATION 816 DL +CL +1 6AUX6 5 20 0 1 9 7 4 0 0 0 0 10 7 1 00 1 67 1 00 1 00 1 00 1 00 0 70 6 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 PURLIN ANALYSIS Shear(k Moment(f k SHEET 58 of 263 4 RL -1 38 4 00 0 34 MS -4 43 7 08 0 62 RS 0 15 -0 67 5 LL 0 65 4 00 0 16 LL 3 41 7 08 0 48 LL 0 25 0 05 6 LS 0 07 4 00 0 02 LS 0 04 7 08 0 01 LS 0 00 0 01 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 HCI Steel Buildings, Inc. 4/2/2008 Job Not 3869 I modify 1 I 1:1 Customer! CLALLAM BUILDERS AND I Date 1 4/2/2008 Description) WESTPORT SHIPYARD INTERIOR I Designed BYI DLB HC1 STEEL BUILDING o.a..MS. INC. 1 I Chec BY V41 3869 n c Purlin Design Report (Surface 3) 4/ 2/08 9 Olam I GYiI I 1_ Span Lap Shear(k ShearRatio Id Left Right Left Right 2 0 56 0 29 3 0 56 0 46 0 29 0 24 4 0 46 0 63 0 24 0 32 5 0 63 0 32 PURLIN ANALYSIS STRENGTH /DEFLECTION LOAD COMBINATION 617 DL +CL +1 6AUX7 Page 117 Of 526 Page 118 Of 526 SHEET 59 of 263 HCI STEEL, BUILDING SYSTEMS. INC. 3869 Purlin Design Report (Surface 3) 4/ 2/08 9 Olam Available Reduction Span Minor- -Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 2 20 0 10 7 0 0 0 0 7 4 1 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 3 21 3 1 9 1 5 0 0 0 7 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 1 9 17 5 17 5 17 5 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 5 20 0 1 9 0 9 0 0 0 0 17 1 1 00 1 67 1 00 1 00 1 00 1 00 0 70 6 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 Shear(k I Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Span Lap_Shear(k Shear_Ratio Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup Id Left Right Left Right 1 0 00 -0 07 0 00 0 00 0 00 0 04 2 0 63 0 32 2 0 28 -0 65 -0 75 0 04 -0 71 5 42 3 41 4 73 3 0 63 0 46 0 32 0 24 3 1 66 1 38 -1 26 -1 54 4 73 1 87 -4 43 11 01 0 85 3 48 4 0 46 0 56 0 24 0 29 4 0 51 0 42 -0 48 -0 58 3 48 2 61 0 93 9 95 3 21 4 21 5 0 56 0 29 5 1 71 1 43 1 30 4 21 1 27 -5 48 11 34 0 13 6 0 19 0 00 0 13 0 00 1.29 0 00 LOAD COMBINATION 918 DL +CL +SL +AUX8 Job Nol 3869 I modify I Customer' CLALLAM BUILDERS AND I Date 1 4/2/2008 Description) WESTPORT SHIPYARD INTERIOR Designed Bye DLB Cheated/31/1,42 Span Shear(k Moment(f -k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Cale Allow UC Loc UC Calc Allow PURLIN ANALYSIS 1 RS -0 07 4 00 0 02 RS 0 04 7 08 0 01 LS 0 00 0 01 Shear(k Moment(f k 2 RL -0 65 4 00 0 16 RL 3 41 7 08 0 48 RL 0 25 0 05 Span Left Left Right Right Left Left MidSpan Right Right 3 LL 1 38 4 00 0 34 MS -4 43 7 08 0 62 LS 0 15 -0 67 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 4 RL -0 48 4 00 0 12 RL 3 21 4 96 0 65 RL 0 21 0 32 5 LL 1 43 4 00 0 36 MS -5 48 7 08 0 77 LS 0 13 -0 81 1 0 00 -0 46 0 00 0 00 0 00 0 30 6 LS 0 19 4 00 0 05 3.5 0 13 7 08 0 02 LS 0 00 0 18 2 1 93 -1 88 2 20 0 30 -6 02 7 41 4 21 8 03 3 1 94 1 61 -1 40 -1 73 8 03 4 71 2 84 11 23 2 88 5 81 DNBRACE LENGTHS 4 1 74 1 42 1 59 1 92 5 81 2 84 -3 02 10 13 4 35 7 64 5 2 10 1 77 1 34 7 64 4 01 -5 10 12 16 0 14 HCI Steel buildings, Inc. 12/2008 Job No 1 3869 l modify Customer' CLALLAN BUILDERS AND I Date 4/2/2008 Description! WESTPORT SHIPYARD INTERIOR I Designed Bsj DLB NCI STEEL BUILDING SYSTEMS. INC. I I I Checked By I V41 3869 Purlin Design Report (Surfa e 3) 4/ 2/08 9 Olam 6 0 22 0 00 0 14 0 00 1 29 0 00 STRENGTH /DEFLECTION Span 3hear(k Moment -k Mom +Shr Deflection (in) Id Loc Calc Allow UC Loc Calc Allow UC Lo0 UC Calc Allow UNBRACE LENGTHS LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 Span Lap_Shear(k Id Left Right Shear_Ratio Left Right 2 1 07 0 55 3 1 07 0 77 0 55 0 40 4 0 77 1 02 0 40 0 52 5 1 02 0 52 Page 119 Of 526 Page 120 Of 526 Job No i 3869 modify i 111 Description! WESTPORT SHIPYARD INTERIOR I Designed By! DLB I Customer' CLALLAM BUILDERS AND 1 Date 1 4/2/2008 SYSTEMS. INC. I i Checked ByI V41 m== a_-= ewe =ax s�� _=tea =e a===== 3869 Purlin Design Report (Surface 3) 4/ 2/08 9'01am NCI STEEL BUILDING DEFLECTION LOAD COMBINATION 4 1 LL Span DEFLECTION(in) 1 R5 -0 46 4 00 0 11 RS 0 30 7 08 0 04 RS 0 01 0 19 Id Calc Allow Ratio 2 LS 1 93 4 00 0 48 MS -6 02 7 08 0 85 RL 0 48 -0 76 3 LL 1 61 4 00 0 40 LL 4 71 7 08 0 66 LL 0 54 -0 27 1 0 09 4 RL 1 59 4 00 0 40 RL 4 35 7 08 0.61 RL 0 47 -0 31 2 -0 36 1 60 0 23 5 LL 1 77 4 00 0 44 145 -5 10 7 08 0 72 LL 0 44 -0 64 3 -0 17 1 70 0 10 6 LS 0 22 4 00 0 06 LS 0 14 7 08 0 02 LS 0 00 0 16 4 -0 17 1 70 0 10 5 -0 36 1 60 0 23 6 0 09 Available Reduction LOAD COMBINATION 8 2 1 6SL Span Minor -Cb- Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In Span DEFLECTION(in) Id •Calc Allow Ratio 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 2 20 0 15 5 0 0 0 0 2 5 1 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 1 0 18 3 21 3 1 9 3 6 0 0 2 4 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 2 -0 73 1 60 0 46 4 21 3 1 9 2 3 0 0 3 3 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 3 -0 34 1 70 0 20 5 20 0 1 9 2 6 0 0 0 0 15 5 1 00 1 67 1 00 1 00 1 00 1 00 0 70 4 -0 34 1 70 0 20 6 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 5 -0 73 1 60 0 46 6 0 18 SHEET 60 of 263 3869 Purlin Design Report (Surface 3) 4/ 2/08 9 Olam ROOF PURLIN DESIGN RUN 4 2 SURFACE 4 3 (Edge Strip Zone= 5 60) HCI Steel Buildings, Inc. +/2/2008 Job No 1 3869 I Customer 1 CLALLAM BUILDERS AND DescriptionI WESTPORT SHIPYARD INTERIOR HG STEEL BUILDING l SYSTEMS. INC. 3869 =e_ Purlin Design Report (Surace 3) PURLIN LAYOUT (Purlin Id= 10) Bay Span Purlin Span Lap(ft) Load No Id Id Size (ft) Left Right Width Brace LOAD COMBINATION H 1 DL +CL +LL PURLIN ANALYSIS STRENGTH /DEFLECTION Page 121 Of 526 Page 122 Of 526 modify I Job No 1 3869 1 modify 1 Date 1 4/2/2008 -�'�l Customer' CLALLAM BUILDERS AND 1 Date 1 4/2/2008 Designed Dyl DLB Description' WESTPORT SHIPYARD INTERIOR Designed By' DLB Checked By I V41 HG STEEL BUILDING 1 l SYSTEMS. INC. C hecked BY V41 =n= 9 =1 =e= =ooa= -moo 4/ 2/08 9 Olam 3869 =u rlin Design Report (Surface 3) nom 4/ 2/06 9 Olam 5 LL 1 51 4 00 0 38 MS -4 36 7 08 0 61 LL 0 31 -0 55 6 LS 0 19 4 00 0 05 LS 0 12 7 08 0 02 LS 0 00 0 13 UNBRACE LENGTHS 1 9135014 1 29 4 93 0 1 2 9135014 19 96 1 88 4 93 0 2 3 9135014 21 25 1 88 1 88 4 93 0 3 4 9235014 21 25 1 88 1 88 4 93 0 4 5 9135014 19 96 1 88 4 93 0 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 6 9235014 1 29 4 93 0 2 20 0 15 5 0 0 0 0 2 6 1 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 3 21 3 1 9 3 3 0 0 2 4 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 1 9 2 4 0 0 3 3 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 5 20 0 1 9 2 6 0 0 0 0 15 5 1 00 1 67 1 00 1 00 1 OD 1 00 0 70 6 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Span Lap_Shear(k Shear_Ratio Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup Id Left Right Left Right 1 0 00 -0 19 0 00 0 00 0 00 0 12 2 0 87 0 44 2 1 15 -1 51 -1 78 0 12 -4 36 7 81 3 40 6 49 3 0 87 0 67 0 44 0 34 3 1 63 1 35 -1 22 1 49 6 49 3 69 -2 54 11 09 2 51 5 05 4 0 67 0 87 0 34 0 44 4 1 49 1 22 -1 35 1 63 5 05 2 51 -2 54 10 16 3 69 6 49 5 0 87 0 44 5 1 78 1 51 1 15 6 49 3 40 -4 36 12 15 0 12 6 0 19 0 00 0 12 0 00 1 29 0 00 Span Shear(k Moment(f -k Mom +Shr Deflection(in) Id Loc Calc Allow DC Loc Calc Allow OC Loc UC Calc Allow PURLIN ANALYSIS SHEET 61 of 263 Available Reduction Span Minor Cb Factor Id Major LS LL MS RL R5 LS LL M5 RL RS Out In LOAD COMBINATION 8 2 DL +CL +1 6SL 1 RS -0 19 4 00 0 05 RS 0 12 7 08 0 02 LS 0 00 0 13 Shear(k Moment(f -k 2 RL 1 51 4 00 0 38 MS -4 36 7 08 0 61 RL 0 31 -0 55 Span Left Left Right Right Left Left MidSpan Right Right 3 LL 1 35 4 00 0 34 LL 3 69 7 08 0 52 LL 0 34 -0 26 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 4 RL -1 35 4 00 0 34 RL 3 69 7 08 0 52 RL 0 34 -0 26 HCI Steel buildings, Inc. Job No 1 3869 I modify 1 �dl Customer I CLALLAH BUILDERS AND I Date 1 4/2/2008 I Desrsiptionl WESTPORT SHIPYARD INTERIOR Designed B DLB HCI STEEL BUILDING I I Checked By I V41 SYSTEMS. BU 3869 as Purlin Design Report (Surface 3) 4/ 2/08 9 Olam 1 0 00 -0 31 0 00 0 00 0 00 0 20 2 1 90 -2 49 -2 95 0 20 7 20 7 81 5 62 10 72 3 2 69 2 24 -2 01 -2 47 10 72 6 10 -4 20 11 09 4 14 8 34 4 2 47 2 01 2 24 -2 69 8 34 4 14 -4 20 10 16 6 10 10 72 5 2 95 2 49 -1 90 10 72 5 62 -7 20 12 15 0 20 6 0 31 0 00 0 20 0 00 1 29 0 00 UNBRACE LENGTHS STRENGTH /DEFLECTION Page 123 Of 526 HCI S I tlL BUILDING SYSTEMS. INC. SHEET 62 of 263 Job No' 3869 Customer' CLALLAM BUILDERS AND Description' NESTPORT SHIPYARD INTERIOR 2 1 43 0 73 3 1 43 1 11 0 73 0 57 4 1 11 1 43 0 57 0 73 5 1 43 0 73 LOAD COMBINATION 3 DL+CL +0 75LL+0 7589 modify Date 4/2/2008 Designed ByI DLB Checked By' V41 3869 Purlin Design Report (Surface 3) 4/ 2/08 9 Olam 'Span Shear(k Moment(f -k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow PURLIN ANALYSIS 1 RS -0 31 4 00 0 08 RS 0 20 7 08 0 03 RS 0 01 0 22 Shear(k Moment(f -k 2 RL 2 49 4 00 0 62 MS 7 20 7 08 1 02 RL 0 86 -0 91 Span Left Left Right Right Left Left MidSpan Right Right 3 LL 2 24 4 00 0 56 LL 6 10 7 08 0 86 LL 0 93 -0 42 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 4 RL 2 24 4 00 0 56 RL 6 10 7 08 0 86 RL 0 93 -0 42 5 LL 2 49 4 00 0 62 MS -7 20 7 08 1 02 LL 0 86 -0 91 1 0 00 -0 21 0 00 0 00 0 00 0 14 6 LS 0 31 4 00 0 08 LS 0 20 7 08 0 03 LS 0 01 0 22 2 1 27 -1 67 1 98 0 14 -4 83 7 81 3 77 7 19 3 1 81 1 50 -1 35 1 66 7 19 4 09 2 82 11 09 2 78 5 60 4 1 66 1 35 -1 50 -1 81 5 60 2 7B 2 82 10 16 4 09 7 19 5 1 98 1 67 -1 27 7 19 3 77 -4 83 12 15 0 14 Available 6 0 21 0 00 0 14 0 00 1 29 0 00 Reduction Span -Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In STRENGTH /DEFLECTION 1 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 Span Shear(k Moment(f k) Mom +Shr Deflection(in) 2 20 0 15 5 0 0 0 0 2 6 1 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 3 21 3 1 9 3 3 0 0 2 4 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 1 9 2 4 0 0 3 3 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 1 RS 0 21 4 00 0 05 RS 0 14 7 08 0 02 LS 0 00 0 15 5 20 0 1 9 2 6 0 0 0 0 15 5 1 00 1 67 1 00 1 00 1 00 1 00 0 70 2 RL -1 67 4 00 0 42 85 -4 83 7 08 0 68 RL 0 39 -0 61 6 1.3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 3 LL 1 50 4 00 0 37 LL 4 09 7 08 0 58 LL 0 42 -0 28 4 RL 1 50 4 00 0 37 RL 4 09 7 08 0 58 RL 0 42 -0 28 5 LL 1 67 4 00 0 42 MS -4 83 7 08 0 68 LL 0 39 -0 61 LAP BOLT SHEAR /BEARING 6 LS 0 21 4 00 0 05 LS 0 14 7 08 0 02 LS 0 00 0 15 Bolt 0 500 (A325 UNBRACE LENGTHS Span Lap_Shear(k Shear Ratio Available Id Left Right Left Right Reduction Span Minor Cb Factor 4/2/2008 Page 124 Of 526 HCI Steel buildings, Inc. 4/2/2008 Page 125 Of 526 Page 126 Of 526 I modify Job No 1 3869 I modify 1 Job No 1 3869 Customer I CLALLAM BUILDERS AND I Date 1 9/2/2008 tr:"i:ri�Y Customer I CLALLAM BUILDERS AND I Date 1 9/2/2008 S Description WESTPORT SHIPYARD INTERIOR Designed DLB I Description) WESTPORT SHIPYARD INTERIOR 1 Designed By+ DLB HCI STEEL BUILDING HCI STEEL BUILDING SYSTEMS. INC. 1 I Checked By' V41 SYSTEMS. INC. 1 Checked By I V41 3869 Purlin Design Report (Surface 3) pc 4/ 2/08 9 Olam Id Major LS LL MS RL RS LS LL RL RS Out a In 1 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 2 20 0 15 5 0 0 0 0 2 6 1 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 3 21 3 1 9 3 3 0 0 2 4 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 1 9 2 4 0 0 3 3 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 5 20 0 1 9 2 6 0 0 0 0 15 5 1 00 1 67 1 00 1 00 1 00 1 00 0 70 6' 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 Span Lap_Shear(k Shear_Ratio Id Left Right Left Right 2 0 96 0 49 3 0 96 0 75 0 49 0 38 4 0 75 0 96 0 38 0 49 5 096 049 LOAD COMBINATION 9 4 DL +CL+0 755L +0 75WP PURLIN ANALYSIS UNBRACE LENGTHS Bolt 0 500 (A325 Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Span Lap_Shear(k Shear_Ratio Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup Id Left Right Left Right 1 0 00 -0 23 0 00 0 00 0 00 0 15 2 1 06 0 54 2 1 41 -1 86 -2 20 0 15 -5 36 7 81 4 18 7 99 3 1 06 0 83 0 54 0 42 3 2 00 1 67 -1 50 1 84 7 99 4 54 3 13 11 09 3 09 6.21 4 0 83 1 06 0 42 0 54 4 1 84 1 50 1 67 -2 00 6 21 3 09 -3 13 10 16 4 54 7 99 5 1 06 0 54 5 .2 20 1 86 1 41 7 99 4 18 -5 36 12 15 0 15 6 0 23 0 00 0 15 0 00 1 29 0 00 SHEET 63 of 263 3869 Puurlin Design Report (Surface 3) 4/ 2/08 9 Olam STRENGTH /DEFLECTION Span Shear(k Moment(f -k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 RS -0'23 4 00 0 06 RS 0 15 7 O8 0 02 RS 0 00 0 17 2 RL 1 86 4 00 0 46 MS -5 36 7 08 0 76 RL 0 48 -0 68 3 LL 1 67 4 00 0 42 LL 4 54 7 08 0 64 LL 0 51 -0 32 4 RL -1 67 4 00 0 42 RL 4 54 7 08 0 64 RL 0 51 -0 32 5 LL 1 86 4 00 0 46 MS -5 36 7 08 0 76 LL 0 48 -0 68 6 LS 0 23 4 00 0 06 LS 0 15 7 08 0 02 LS 0 00 0 17 Available Reduction Span Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In 1 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 2 20 0 15 5 0 0 0 0 2 6 1 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 3 21 3 1 9 3 3 0 0 2 4 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 1 9 2 4 0 0 3 3 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 5 20 0 1 9 2 6 0 0 0 0 15 5 1 00 1 67 1 00 1 00 1 00 1 00 0 70 6 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 LAP BOLT SHEAR /BEARING LOAD COMBINATION 9 5 0 6DL +WS HCI Steel Buildings, Inc. Page 127 Of 526 Page 128 Of 526 Job No 1 3869 modify I Job No 1 3669 I modify -I Customer CLALLAN BUILDERS AND Date 4/2/2008 Customer CLALLAM BUILDERS AND I Date :::/2008 y J Description Designed c,,,I Description/ WESTPORT SHIPYARD INTERIOR I Designed a4 DLB WESTPORT SHIPYARD INTERIOR I HCI STEEL BUILDING HCI STEEL BUILDING I I Checked By SYSTEMS. INC. I 1 I Checked By I V41 SYSTEMS, INC. a a 3869 a Purlin Design Report (Surface 3) mmaoa 2/08 9 Olam PURLIN ANALYSIS STRENGTH /DEFLECTION 3869 Purlin Design Report (Surface 3) 4/ 2/08 9 Olam LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 Shear(k Moment(f k Span Left Left Right Right Left Left MidSpan Right Right Span Lap_Shear(k Shear_Ratio Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup Id Left Right Left Right 1 0 00 0 16 0 00 0 00 0 00 -0 10 2 0 76 0 39 2 -1 27 1 33 1 56 -0 10 4 19 7 69 -3 01 -5 72 3 0 76 0 55 0 39 0 28 3 1 39 -1 16 1 00 1 23 -5 72 3 34 2 07 11 24 2 00 -4 10 4 0 55 0 76 0 28 0 39 4 -1 23 -1 00 1 16 1 39 -4 10 -2 00 2 07 10 01 -3 34 -5 72 5 0 76 0 39 5 1 56 1 33 1 27 -5 72 3 01 4 19 12 27 -0.10 6 -0 16 0 00 -0 10 0 00 1 29 0 00 LOAD COMBINATION 6 DL +CL +SL /2 +AUX3 Span Shear(k Moment(f -k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Cale Allow UC Loc UC Calc Allow PURLIN ANALYSIS. 1 RS 0 16 4 00 0 04 RS -0 10 7 08 0 01 LS 0 00 -0 13 Shear(k Moment(f k 2 RL 1 33 4 00 0 33 MS 4 19 4 96 0 84 RL 0 25 0 53 Span Left Left Right Right Left Left MidSpan Right Right 3 LL -1 16 4 00 0 29 LL -3 34 7 08 0 47 LL 0 27 0 20 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 4 RL 1 16 4 00 0 29 RL 3 34 7 08 0 47 EL 0 27 0 20 5 LL -1 33 4 00 0 33 MS 4 19 4 96 0 84 LL 0 25 0 53 1 0 00 -0 22 0 00 0 00 0 00 0 14 6 LS -0 16 4 00 0 04 LS -0 10 7 08 0 01 LS 0 00 -0 13 2 1 33 -1 79 -2 11 0 14 -5 01 7 73 4 24 7 89 3 1 98 1 65 -1 37 -1 69 7 89 4 49 -3 42 11 45 2 00 4 87 UNBRACE LENGTHS 4 1 19 0 98 -0 96 -1 17 4 87 2 83 -1 51 10 73 2 63 4 63 5 1 33 1 13 -0 88 4 63 2 32 -3 40 12 03 0 09 Available 6 0 14 0 00 0 09 0 00 1 29 0 00 Reduction Span Minor -Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In STRENGTH /DEFLECTION 1 1 3 1 3 0 0 1 3 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 70 Span Shear(k Moment(f k Mom +Shr Deflection(in) 2 20 0 0 0 15 5 15 5 0 0 0 0 1 00 1 00 1 00 1 67 1 00 1 00 0 70 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 3 21 3 0 0 0 0 11 6 0 0 0 0 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 0 0 0 0 11 6 0 0 0 0 1 00 1 67 1 00 1 67 1 00 1 00 0 70 1 RS 0 22 4 00 0 06 RS 0 14 7 08 0 02 RS 0 00 0 15 5 20 0 0 0 0 0 15 5 15 5 0 0 1 00 1 67 1 00 1 00 1 00 1 00 0 70 2 RL 1 79 4 00 0 45 MS 5 01 7 08 0 71 AL 0 48 -0 62 6 1 3 0 0 0 0 1 3 0 0 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 3 LL 1 65 4 00 0 41 LL 4 49 7 08 0 63 LL 0 50 -0 39 SHEET 64 of 263 4/2/2008 HCI Steel buildings, Inc. 4/2/2008 Page 129 Of 526 Page 130 Of 526 Job No 1 3869 I modify 1 I Job No i 3869 I modify i Y N: Customer) CLALLAM BUILDERS AND I Date 1 4/2/2008 Customer I CLALLAM BUILDERS AND I Date 1 9/2/2008 j 1 IDeacription WESTPORT SHIPYARD INTERIOR I Designed B4 DLB i 1 ,Description) WESTPORT SHIPYARD INTERIOR I Designed By, DLB HCl STEEL BUILDING I 1 I Checked BY 1 V41 NCI STEEL I 1 I Checcked BY I V41 _m SYSTEMS, INC. SYSTEMS. BUILDING INC. 3869 Purlin Design Report (Surface 3) 4/ 2/08 9 Olam 3869 Purlin Design Report (Surface 3) 9/ 2/09 9.01am =ate 4 LL 0 98 4 00 0 25 LL 2 83 7 08 0 40 LL 0 20 -0 11 5 LL 1 13 4 00 0 28 MS 3 40 7 08 0 48 LL 0 15 -0 44 1 0 00 -0 14 0 00 0 00 0 00 0 09 6 LS 0 14 4 00 0 04 LS 0 09 7 08 0 01 LS 0 00 0 11 2 0 81 1 19 1 40 0 09 -2 90 7 34 3 50 5 93 3 1 79 1 47 1 55 1 87 5 93 2 87 3 39 10 39 3 57 6 78 4 1 97 1 55 1 47 1 79 6 78 3 57 3 39 10 86 2 87 5 93 5 1 40 1 19 -0 81 5 93 3 50 2 90 12 61 0 09 Available 6 0 14 0 00 0 09 0 00 1 29 0 00 Reduction Span Minor Cb- Factor Id Major LS LL MS RL R5 LS LL M5 RL R5 Out In STRENGTH /DEFLECTION 1 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 Span Shear(k Moment(f k Mom +Shr Deflection(in) 2 20 0 15 3 0 0 0 0 2 7 1 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 3 21 3 1 9 3 3 0 0 1 6 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 1 9 3 6 0 0 3 4 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 1 53 -0 14 4 00 0 04 RS 0 09 7 08 0 01 LS 0 00 0 08 5 20 0 1 9 2 3 0 0 0 0 15 8 1 00 1 67 1 00 1 00 1 00 1 00 0 70 2 RL 1 19 4 00 0 30 RL 3 50 7 08 0 49 RL 0 30 -0 32 6 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 3 RL -1 55 4 00 0 39 RL 3 57 7 08 0 50 RL 0 34 -0 40 4 LL 1 55 4 00 0 39 LL 3 57 7 08 0 50 LL 0 34 -0 40 5 LL 1 19 4 00 0 30 LL 3 50 7 08 0 49 LL 0 30 -0 32 6 LS 0 14 4 00 0 04 LS 0 09 7 08 0 01 LS 0 00 0 08 UNBRACE LENGTHS LAP BOLT SHEAR /BEARING PURLIN ANALYSIS Shear(k Moment(£ k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup UNBRACE LENGTHS Bolt 0 500 (A325 Span Lap_Shear(k Shear_Ratio Available Id Left Right Left Right Reduction Span Minor Cb Factor 2 1 05 0 54 Id Major LS LL MS RL RS LS LL M5 RL RS Out In 3 1 05 0 65 0 54 0 33 4 0 65 0 62 0 33 0 32 1 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 5 0 62 0 32 2 20 0 14 6 0 0 0 0 3 5 1 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 3 21 3 1 9 2 3 0 0 2 7 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 1 9 2 7 0 0 2 3 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 LOAD COMBINATION 7 DL +CL +SL /2 +AUX4 5 20 0 1 9 3 5 0 0 0 0 14 6 1 00 1 67 1 00 1 00 1 00 1 00 0 70 6 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 SHEET 65 of 263 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 Span Lap_Shear(k Shear_Ratio Id Left Right Left Right HCI Steel Buildings, Inc. 4/2/2008 Job No 1 3869 1 modify 1 Customer I CLALLAM BUILDERS AND I Date 1 4/2/2008 'Description' WESTPORT SHIPYARD INTERIOR I Designed By' DLB HCI STEEL BUILDING SYSTEMS.INC- I I Checked By I V41 3869 Purlin Design Report (Surface 3) 4/ 2/08 9 Olam 2 0 79 0 40 3 0 79 0 90 0 40 0 46 4 0 90 0 79 0 46 0 40 5 0 79 0 40 LOAD COMBINATION 8 DL +CL +SL /2 +AUX5 PURLIN ANALYSIS Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Span Lap_Shear(k Shear_Ratio Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup Id Left Right Left Right 1 0 00 -0 14 0 00 0 00 0 00 0 09 2 0 62 0 32 2 0 88 1 13 -1 33 0 09 3 40 7 93 2 32 4 63 3 0 62 0 65 0 32 0 33 3 1 17 0 96 -0 98 -1 19 4 63 2 63 1 51 10 52 2 83 4 87 4 0 65 1 05 0 33 0 54 4 1 69 1 37 -1 65 -1 98 4 87 2 00 -3 42 9 80 4 49 7 89 5 1 05 0 54 5 2 11 1 79 -1 33 7 89 4 24 -5 01 12 23 0 14 6 0 22 0 00 0 14 0 00 1 29 0 00 STRENGTH /DEFLECTION Page 131 of 526 Page 132 Of 526 Job No 1 3869 4/2/2008 1 modify Customer I CLALLAM BUILDERS AND I Data Description' WESTPORT SHIPYARD INTERIOR I Designed By DLB HCI BUILDING I 1 I Checked By I V41 SYSTEMS. EMS,I NC. 3869 Purlin Design Report (Surface 3) 4/ 2/08 9 Olam Span -Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 2 20 0 15 8 0 0 0 0 2 3 1 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 3 21 3 1 9 3 4 0 0 3 6 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 1 9 1 6 0 0 3 3 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 5 20 0 1 9 2 7 0 0 0 0 15 3 1 00 1 67 1 00 1 00 1 00 1 00 0 70 6 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 Span Shear(k Moment(f k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow PURLIN ANALYSIS 1 RS -0 14 4 00 0 04 RS 0 09 7 08 0 01 LS 0 00 0 11 Shear(k Moment(f -k 2 RL -1 13 4 00 0 28 M5 -3 40 7 08 0 48 RL 0 15 -0 44 Span Left Left Right Right Left Left MidSpan Right Right 3 RL -0 98 4 00 0 25 RL 2 83 7 08 0 40 RL 0 20 -0 11 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 4 RL -1 65 4 00 0 41 RL 4 49 7 08 0 63 RL 0 50 -0 39 5 LL 1 79 4 00 0 45 MS -5 01 7 08 0 71 LL 0 48 -0 62 1 0 00 -0 22 0 00 0 00 0 00 0 14 6 LS 0 22 4 00 0 06 LS 0 14 7 08 0 02 LS 0 00 0 15 2 1 40 1 72 -2 04 0 14 -5 57 8 14 2 96 6 48 3 1 32 1 12 -0 83 -1 03 6 48 4 19 -1 42 11 94 1 65 3 39 UNBRACE LENGTHS 4 1 10 0 89 1 05 -1 26 3 39 1 52 2 09 9 94 2 85 5 01 5 1 35 1 15 -0 86 5 01 2 67 3 25 12 20 0 09 Available 6 0 14 0 00 0 09 0 00 1 29 0 00 Reduction SHEET 66 of 263 LOAD COMBINATION 9 DL +CL +SL /2 +AUX1 HCI Steel Buildings Inc. 4/2/2008 Job No' 3869 I modify 1 +I Customer' CLALLAN BUILDERS AND I Date 1 4/2/2008 Description' WESTPORT SHIPYARD INTERIOR Designed Hyl DLB HCI STEEL BUILDING I 1 SYSTEMS INC. Checked Hy l V41 a9II0Q 9 3869 Purlin Design Report (Surface 3) 4/ 2/08 9 Olam STRENGTH /DEFLECTION UNBRACE LENGTHS Page 133 Of 526 Page 134 Of 526 HCI STEEL BUILDING SYSTEMS. INC. Span Shear(k Moment(f k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow PURLIN ANALYSIS 1 RS -0 22 4 00 0 06 RS 0 14 7 08 0 02 RS 0 00 0 18 Shear(k Moment(f k 2 RL -1 72 4 00 0 43 MS -5 57 7 08 0 79 RL 0 28 -0 76 Span Left Left Right Right Left Left MidSpan Right Right 3 LL 1 12 4 00 0 28 LL 4 19 7 08 0 59 LL 0 40 -0 06 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 4 RL 1 05 4 00 0 26 RL 2 85 7 08 0 40 RL 0 20 -0 23 5 LL 1 15 4 00 0 29 MS 3 25 7 08 0 46 LL 0 19 -0 41 1 0 00 -0 14 0 00 0 00 0 00 0 09 6 LS 0 14 4 00 0 04 LS 0 09 7 08 0 01 LS 0 00 0 10 2 0 86 1 15 1 35 0 09 3 25 7 76 2 67 5 01 3 1 26 1 05 -0 89 1 10 5 01 2 85 2 09 11 31 1 52 3 39 4 1 03 0 83 -1 12 1 32 3 39 1 65 1 42 9 31 4 19 6 48 5 2 04 1 72 1 40 6 48 2 96 5 57 11 82 0 14 Available 6 0 22 0 00 0 14 0 00 1 29 0 00 Reduction Span Minor Cb Factor Id Major LS LL M5 RL RS L5 LL MS RL RS Out in STRENGTH /DEFLECTION 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 Span Shear(k Moment(f -k 1 Mom +Shr Deflection(in) 2 20 0 16 2 0 0 0 0 1 9 1 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 3 21 3 1 9 5 0 0 0 2 4 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 1 9 1 9 0 0 3 3 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 1 RS -0 14 4 00 0 04 RS 0 09 7 08 0 01 15 0 00 0 10 5 20 0 1 9 2 7 0 0 0 0 15 4 1 00 1 67 1 00 1 00 1 00 1 00 0 70 2 RL -1 15 4 00 0 29 MS 3 25 7 08 0 46 RL 0 19 -0 41 6 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 3 LL 1 05 4 00 0 26 LL 2 85 7 08 0 40 LL 0 20 -0 23 4 RL -1 12 4 00 0 28 RL 4 19 7 08 0 59 RL 0 40 -0 06 5 LL 1 72 4 00 0 43 MS -5 57 7 08 0 79 LL 0 28 -0 76 LAP BOLT SHEAR /BEARING 6 LS 0 22 4 00 0 06 LS 0 14 7 08 0 02 LS 0 00 0 18 Bolt 0 500 (A325 ONBRACE LENGTHS Span Lap_Shear(k Shear_Ratio Available Id Left Right Left Right Reduction Span Minor Cb Factor 2 0 86 0 44 Id Major L5 LL MS RL RS LS LL MS RL RS Out In 3 0 86 0 45 0 44 0 23 4 0 45 0 67 0 23 0 34 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 5 0 67 0 34 2 20 0 15 4 0 0 0 0 2 7 1 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 3 21 3 1 9 3 3 0 0 1 9 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 1 9 2 4 0 0 5 0 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 LOAD COMBINATION 810 DL +CL +SL /2 +AUX2 5 20 0 1 9 1 9 0 0 0 0 16 2 1 00 1 67 1 00 1 00 1 00 1 00 0 70 SHEET 67 of 263 1 Job No 1 3869 Customer) CLALLAM BUILDERS AND Description) WESTPORT SHIPYARD INTERIOR I I modify I l Date 1 4/2/2008 De igned Byl DLB Checked BY I V41 3869 Purlin Design Report (Surface 3) 4/ 2/08 9 Olam HCI Steel Buildings, Inc. 4/2/2008 I I I I 1 HCI STEEL BUILDING SYSTEMS, INC. I I Checked By I V41 3869 r Purlin Design Report (Surface 3) 4/ 2/08 9 Olam 6 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 Span Lap_Shear(k Shear_Ratio Id Left Right Left Right 2 0 67 0 34 3 0 67 0 45 0 34 0 23 4 0 45 0 86 0 23 0 44 5 0 86 0 44 PURLIN ANALYSIS STRENGTH /DEFLECTION C J o b N o 3869 modify Customer I CLALLAN BUILDERS AND Date 1 4/2/2008 JDescriptio I WESTPORT SHIPYARD INTERIOR I Designed Byj DLB LOAD COMBINATION 811 DL +CL +SL 1 OAUX1 Shear(k Moment(f k I Span Left Left Right Right Left Left MidSpan Right Right Span Lap_Shear(k Shear_Ratio Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup Id Left Right Left Right 1 0 00 -0 14 0 00 0 00 0 00 0 09 2 0 80 0 41 2 0 80 -1 18 1 38 0 09 -2 81 7 29 3 56 5 96 3 0 80 0 84 0 41 0 43 3 1 80 1 48 1 51 1 83 5 96 2 89 -3 52 10 53 3 16 6 30 4 0 84 0 99 0 43 0 51 4 1 76 1 44 -1 55 1 87 6 30 3 29 -2 79 10 31 4 23 7 44 5 0 99 0 51 5 2 07 1 75 1 34 7 44 3 85 -5 11 12 12 0 14 6 0 22 0 00 0 14 0 00 1 29 0 00 Span Shear(k Moment(f -k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 RS -0 14 4 00 0 04 RS 0 09 7 08 0 01 LS 0 00 0 08 2 RL 1 18 4 00 0 29 RL 3 56 7 08 0 50 RL 0 30 -0 30 Page 135 Of 526 Page 136 Of 526 l Job No 1 3869 I modify I Customer/ CLALLAM BUILDERS AND I Date 1 4/2/2008 D escriptionI WESTPORT SHIPYARD INTERIOR I Designed ByI DLB 1 I Checked By/ V41 3869 Purlin Design Report (Surface 3) 4/ 2/08 9 Olam HCI STEEL BUILDING SYSTEMS. INC. SHEET 68 of 263 3 RL 1 51 4 00 0 38 MS -3 52 7 08 0 50 RL 0 28 -0 43 4 RL 1 55 4 OD 0 39 RL 4 23 7 D8 0 60 RL 0 45 -0 26 5 LL 1 75 4 OD 0 44 MS -5 11 7 08 0 72 LL 0 41 -0 65 6 LS 0 22 4 00 0 06 LS 0 14 7 08 0 02 LS 0 00 0 16 UNBRACE LENGTHS Available Reduction Span Minor Cb Factor Id Major LS LL HS RL RS LS LL M5 RL RS Out In 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 2 20 0 14 5 0 0 0 0 3 6 1 9 1 00 1 00 1 00 2 67 1 00 1 00 0 70 3 21 3 1 9 2 2 0 0 2 4 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 1 9 2 7 0 0 3 4 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 5 20 0 1 9 2 5 0 0 0 0 15 6 1 00 1 67 1 00 1 00 1 00 1 DO 0 70 6 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 LOAD COMBINATION 512 DL +CL +SL -1 OAUX2 PURLIN ANALYSIS Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right HCI Steel Buildings, Inc. I I_ HCI STEEL BUILDING SYSTEMS. INC. 3869 Purlin Design Report (Surface 3) 4/ 2/08 9 Olam Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0 00 -0 22 0 00 0 00 0 00 0 14 2 1 34 1 75 -2 07 0 14 -5 11 7 84 3 85 7 44 3 1 87 1 55 -1 44 76 7 44 4 23 2 79 10 94 3 29 6 30 4 1 83 1 51 -1 48 -1 80 6 30 3 16 3 52 10 72 2 89 5 96 5 1 38 1 18 -0 80 5 96 3 56 2 81 12 67 0 09 6 0 14 0 00 0 09 0 00 1 29 0 00 STRENGTH /DEFLECTION Span Shear(k Moment(f k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 RS -0 22 4 00 0 06 R5 0 14 7 08 0 02 RS 0 00 0 16 Shear(k Moment(f k 2 RL -1 75 4 00 0 44 MS -5 11 7 08 0 72 RL 0 41 -0 65 Span Left Left Right Right Left Left MidSpan Right Right 3 LL 1 55 4 00 0 39 LL 4 23 7 08 0 60 LL 0 45 -0 26 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 4 LL 1 51 4 00 0 38 MS -3 52 7 08 0 50 LL 0 28 -0 43 5 LL 1 18 4 00 0 29 LL 3 56 7 08 0 50 LL 0 30 -0 30 1 0 00 -0 19 0 00 0 00 0 00 0 12 6 LS 0 14 4 00 0 04 LS 0 09 7 08 0 01 LS 0 00 0 08 2 1 15 -1 56 1 84 0 12 -4 27 7 66 3 86 7 04 3 1 76 1 48 -1 14 1 42 7 04 4 01 -3 29 11 76 1 05 3 45 4 0 62 0 52 37 -0 47 3 45 2 38 -0 31 12 13 1 03 1 82 5 0 60 0 50 -0 42 1 82 0 79 1 69 11 72 0 04 Available 6 0 07 0 00 0 04 0 00 1 29 0 00 Reduction Span Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In STRENGTH /DEFLECTION 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 Span Shear(k Moment(f-k Mom+Shr Deflection(in) 2 20 0 15 6 0 0 0 0 2 5 1 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 3 21 3 1 9 3 4 0 0 2 7 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 1 9 2 4 0 0 2 2 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 1 RS -0 19 4 00 0 05 RS 0 12 7 08 0 02 LS 0 00 0 13 5 20 0 1 9 3 6 0 0 0 0 14 5 1 00 1 67 1 00 1 00 1 00 1 00 0 70 2 RL -1 56 4 00 0 39 MS -4 27 7 08 0 60 RL 0 39 -0 52 6 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 3 LL 1 48 4 00 0 37 LL 4 01 7 08 0 57 LL 0 40 -0 40 4 LL 0 52 4 00 0 13 LL 2 38 7 08 0 34 LL 0 12 0 05 5 LL 0 50 4 00 0 13 MS 1 69 7 08 0 24 LS 0 02 -0 23 LAP BOLT SHEAR /BEARING 6 LS 0 07 4 00 0 02 LS 0 04 7 08 0 01 LS 0 00 0 05 Bolt 0 500 (A325 UNBRACE LENGTHS UNBRACE. LENGTHS Span Lap_Shear(k Shear_Ratio Job No' 3869 customer' CLALLAM BUILDERS AND Description1 WESTPORT SHIPYARD INTERIOR Page 137 Of 526 Page 138 Of 526 codify I 1 I Job No' 3869 1 modify 1 I Date 1 4/2/2008 Customer 1015115M BUILDERS AND I Date 1 4/2/2008 1 Designed S4 DLB Description) WESTPORT SHIPYARD INTERIOR I Designed ByI DLB HCI STEEL BUILDING 1 I Checked By I V41 Checked By I v41 SYSTEMS. INC. I 3869 Purlin Design Report (Surface 3) a o 4/ 2/08 9 Olam PURLIN ANALYSIS SHEET 69 of 263 Id Left Right Left Right 2 0 99 0 51 3 0 99 0 84 0 51 0 43 4 0 84 0 80 0 43 0 41 5 0 80 0 41 LOAD COMBINATION 813 DL +CL +1 6AUX3 Available 4/2/2008 HCI Steel buildings Inc. HCI STEEL BUILDING I SYSTEMS. INC. 4/ 2/08 9 Olam Reduction Span Minor -Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 2 20 0 15 2 0 0 0 0 2 9 1 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 3 2 1 3 1 9 3 3 00 10 1 9 100161 100167100 100070 4 21 3 1 9 6 8 0 0 3 8 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 5 20 0 1 9 1 7 0 0 0 0 16 4 1 00 1 67 1 00 1 00 1 00 1 00 0 70 6 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 3869 Purlin Design Report (Surface 3) LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 Job No 1 3869 Span Lap_Shear(k Shear_Ratio Id Left Right Left Right 2 0 94 0 48 3 0 94 0 46 0 48 0 23 4 0 46 0 24 0 23 0 12 5 0 24 0 12 LOAD COMBINATION 814 DL +CL +1 6AUX4 PURLIN ANALYSIS 1:::::: �Custourer 1 CLALLRH BUILDERS AND Description) WESTPORT SHIPYARD INTERIOR ImodifY 1 Date 1 4/2/2008 Designed ByI DLB Checked Sy' V41 Page 139 Of 526 Page 140 Of 526 Job No 1 3869 I modify I Customer! CLALLAM BUILDERS AND I Date 1 4/2/2008 Desoription1 WESTPORT SHIPYARD INTERIOR I Designed ByI DLB HO STEEL BUILDING SYSTEMS. INC. 1 I Checked By h41 3869 Purlin Design Report (Surface 3) 4/ 2/08 9 Olam STRENGTH/DEFLECTION Span -Shear(k Moment(f -k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 RS -0 07 4 00 0 02 RS 0 04 7 08 0 01 LS 0 00 0 02 2 RL -0 61 4 00 0 15 RL 2 67 7 08 0 38 RL 0 16 -0 03 3 RL 1 43 4 00 0 36 RL 3 55 7 08 0 50 RL 0 33 -0 41 4 LL 1 43 4 00 0 36 LL 3 55 7 08 0 50 LL 0 33 -0 41 5 LL 0 61 4 00 0 15 LL 2 67 7 08 0 38 LL 0 16 -0 03 6 LS 0 07 4 00 0 02 LS 0 04 7 08 D 01 LS 0 00 0 02 UNBRACE LENGTHS Available Reduction Span Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 2 20 0 12 2 0 0 0 0 5 8 1 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 3 21 3 1 9 1 3 0 0 2 9 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 1 9 2 9 0 0 1 3 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 5 20 0 1 9 5 8 0 0 0 0 12 2 1 00 1 67 1 00 1 00 1 00 1 00 0 70 6 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Span Lap_Shear(k Shear_Ratio Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup Id Left Right Left Right 1 0 00 -0 07 0 00 0 00 0 00 0 04 2 0 52 0 27 2 0 32 -0 61 -0 70 0 04 -0 94 6 19 2 67 3 90 3 0 52 0 87 0 27 0 44 3 1 47 1 19 -1 43 -1 71 3 90 1 41 -3 30 9 81 3 55 6 49 4 0 87 0 52 0 44 0 27 4 1 71 1 43 -1 19 1 47 6 49 3 55 -3 30 11 44 1 41 3 90 5 0 52 0 27 5 '0 70 0 61 -0 32 3 90 2 67 -0 94 13 77 0 04 6 '0 07 0 00 0 04 0 00 1 29 0 00 SHEET 70 of 263 4/2/2008 HCI Steel Buildings Inc. 4/2/2008 Page 141 Of 526 Page 142 Of 526 Job No' 3869 1 mmdify 1 I Job No' 3869 I modify I i Date 1 =•+•I Customer' CLALLAH BUILDERS AND I Date I 4/2/2008 I TEAIOR Designed -`I DLB I Description' WESTPORT SHIPYARD INTERIOR I Designed Hyl DLB 'Description' NCI S�ttL BUILDING HCI STEEL BUILDING d By vet Customer' CLALLAH BUILDERS AND Description NESTPORT SHIPYARD IN SYSTEMS. INC. I 1 I Checked ByI V41 SYSTEMS INC. I 1 Checked v 3869 =vm Purlin Design Report (Surface 3) 4/ 2/08 9 Olam LOAD COMBINATION #15 DL +CL +1 6AUX5 PURLIN ANALYSIS STRENGTH /DEFLECTION Span Shear(k Moment(f -k Mom +Shr Deflection(in) Id 'Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 3869 Purlin Design Report (Surface 3) 4/ 2/08 9 Olam 5 20 0 1 9 2 9 0 0 0 0 15 2 1 00 1 67 1 00 1 00 1 00 1 00 0 70 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Span Lap_Shear(k Shear_Ratio Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup Id Left Right Left Right 1 0 00 -0 07 0 00 0 00 0 00 0 04 2 0 24 0 12 2 0 42 -0 50 -0 60 0 04 1 69 8 24 0 79 1 82 3 0 24 0 46 0 12 0 23 3 0 47 0 37 -0 52 -0 62 1 82 1 03 -0 31 9 12 2 38 3 45 4 0 46 0 94 0 23 0 48 4 1 42 1 14 -1 48 -1 76 3 45 1 05 3 29 9 49 4 01 7 04 5 0 94 0 48 5 1 84 1 56 -1 15 7 04 3 86 -4 27 12 30 0 12 6 0 19 0 00 0 12 0 00 1 29 0 00 LOAD COMBINATION #16 DL +CL +1 6AUX6 PURLIN ANALYSIS 1 RS -0 07 4 00 0 02 RS 0 04 7 08 0 01 LS 0 00 0 05 Shear(k Moment(f -k 2 RL -0 50 4 00 0 13 MS 1 69 7 08 0 24 RS 0 02 -0 23 Span Left Left Right Right Left Left MidSpan Right Right 3 RL -0 52 4 00 0 13 RL 2 38 7 08 0 34 RL 0 12 0 05 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 4 RL -1 48 4 00 0 37 RL 4 01 7 08 0 57 RL 0 40 -0 40 5 LL 1 56 4 00 0 39 MS -4 27 7 08 0 60 LL 0 39 -0 52 1 0 00 -0 19 0 00 0 00 0 00 0 12 6 LS 0 19 4 00 0 05 LS 0 12 7 08 0 02 LS 0 00 0 13 2 1 29 -1 42 -1 70 0 12 -5 44 8 62 1 26 4 17 3 0 58 0 48 -0 41 -0 51 4 17 3 18 0 92 11 30 2 58 3 45 UNBRACE LENGTHS 4 1 53 1 25 -1 37 -1 65 3 45 0 84 -4 39 10 24 1 86 4 69 5 0 74 0 65 -0 28 4 69 3 38 -0 71 14 54 0 04 Available 6 0 07 0 00 0 04 0 00 1 29 0 00 Reduction Span Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In STRENGTH /DEFLECTION 1 1 3 1 3 1 3 1 3 1 '3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 Span Shear(k Moment(f k) Mom +Shr Deflection(in) 2 20 0 16 4 0 0 0 0 1 7 1 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 Id Loc Calc Allow OC Loc Calc Allow UC Loc UC Calc Allow 3 21 3 1 9 3 8 0 0 6 8 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 __Cal! 4 21 3 1 9 1 0 0 0 3 3 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 1 RS -0 19 4 00 0 05 RS 0 12 7 08 0 02 LS 0 00 0 18 SHEET 71 of 263 HCI Steel Buildings, Inc. HCI STEEL BUILDING SYSTEMS. INC. UNBRACE LENGTHS LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 PURLIN ANALYSIS Job No 1 3869 customer' CLALLAM BUILDERS AND Description! NESTPORT SHIPYARD INTERIOR 3869 Purlin Design Report (Surface 3) I modify I Date 1 4/2/2008 De igned By! MB Checked BY' V41 4/ 2/08 9 Olam =a 2 RL 1 42 4 00 0 35 MS 5 44 7 08 0 77 RS 0 13 -0 80 3 LL 0 48 4 00 0 12 LL 3 18 4 96 0 64 LL 0 21 0 32 4 RL -1 37 4 00 0 34 MS -4 39 7 08 0 62 RS 0 15 -0 67 5 LL 0 65 4 00 0 16 LL 3 38 7 08 0 48 LL 0 24 0 05 6 LS 0 07 4 00 0 02 LS 0 04 7 08 0 01 LS 0 00 0 01 Shear(k Moment(f -k Page 143 Of 526 Page 144 Of 526 Description HESTPORT SHIPYARD INTERIOR HCI STEEL BUILDING SYSTEMS. INC. I 3869 UNBRACE LENGTHS SHEET 72 of 263 Purlin Design Report (Surface 3) 4/ 2/08 9 Olam Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0 00 -0 07 0 00 0 00 0 00 0 04 2 0 28 -0 65 -0 74 0 04 -0 71 5 42 3 38 4 69 3 1 65 1 37 -1 25 1 53 4 69 1 86 -4 39 11 01 0 84 3 45 4 0 51 0 41 -0 48 -0 58 3 45 2 58 0 92 9 95 3 18 4 17 5 1 70 1 42 -1 29 4 17 1 26 -5 44 11 34 0 12 6 0 19 0 00 0 12 0 00 1 29 0 00 Available Reduction Span Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In STRENGTH /DEFLECTION 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 DD 0 70 Span Shear(k Moment(f-k Mom +Shr Deflection(in) 2 20 0 17 1 0 0 0 0 0 9 1 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 3 21 3 1 9 17 5 17 5 17 5 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 1 9 0 7 0 0 1 5 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 1 RS -0 07 4 00 0 02 RS 0 04 7 08 0 01 LS 0 00 0 01 5 20 0 1 9 7 4 0 0 0 0 10 7 1 00 1 67 1 00 1 00 1 00 1 00 0 70 2 RL -0 65 4 00 0 16 RL 3 38 7 08 0 48 RL 0 24 0 05 6 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 3 LL 1 37 4 00 0 34 MS -4 39 7 08 0 62 LS 0 15 -0 67 4 RL -0 48 4 00 0 12 RL 3 18 4 96 0 64 RL 0 21 0 32 5 LL 1 42 4 00 0 35 MS -5 44 7 08 0 77 LS 0 13 -0 80 6 IS 0 19 4 00 0 05 LS 0 12 7 08 0 02 LS 0 00 0 18 Span Lap_Shear(k 7 Shear Ratio Available Id Left Right Left Right Reduction Span Minor Cb Factor 2 0 56 0 28 Id Major LS LL MS RL RS LS LL MS RL RS Out In 3 0 56 0 46 0 28 0 23 4 0 46 0 62 0 23 0 32 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 5 0 62 0 32 2 20 0 10 7 0 0 0 0 7 4 1 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 3 21 3 1 9 1 5 0 0 0 7• 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 1 9 17 5 17 5 17 5 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 LOAD COMBINATION 817 DL +CL+1 6AUX7 5 20 0 1 9 0 9 0 0 0 0 17 1 1 00 1 67 1 00 1 00 1 00 1 00 0 70 6 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 1 Job No 1 3869 I modify 1 1 Customer' CLALLAM BUILDERS AND Date 1 4/2/2008 I Designed Ely( DLB I I Checked Byl V41 /2/2008 HCI Steel Buildings, Inc. 42/2008 Page 145 Of 526 Page 146 Of 526 Customer i 3869 I modify I I Job No 1 3869 I modify 1 Job No I i Customer I CLALLAM BUILDERS AND I Date 1 4/2/2008 CLALLAM BUILDERS AND I Date 1 4/2/2008 rl L I I Description WESTPORT SHIPYARD INTERIOR Designed ByI DLB Desarrptlonl WESTPORT SHIPYARD INTERIOR I Designed BA DLB I I HCI STEEL BUILDING MCI STEEL BUILDING 1 Checked By I V41 SYSTEMS. INC. 1 I Checked By I V41 4/ 2/08 9 Olam 3869 Purlin Design Report (Surface 3) 4/ 2/08 9 Olam Available Reduction Span Minor- Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In 1 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 2 20 0 15 5 0 0 0 0 2 5 1 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 3 21 3 1 9 3 6 0 0 2 4 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 1 9 2 3 0 0 3 3 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 5 20 0 1 9 2 6 0 0 0 0 15 5 1 00 1 67 1 00 1 00 1 00 1 00 0 70 6 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 3869 Purlin Design Report (Surface 3) Span Lap_Shear(k Shear_Ratio Id Left Right Left Right 2 0 62 0 32 3 0 62 0 46 0 32 0 23 4 0 46 0 56 0 23 0 28 5 0 56 0 28 LOAD COMBINATION #18 DL +CL +SL +AUX8 PURLIN ANALYSIS STRENGTH /DEFLECTION Span Shear(k Moment(f k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Span Lap_Shear(k Shear_Ratio Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup Id Left Right Left Right 1 0 00 -0 45 0 00 0 00 0 00 0 30 2 1 06 0 54 2 1 91 -1 86 -2 18 0 30 5 97 7 41 4 17 7 97 3 1 06 0 77 0 54 0 39 3 1 92 1 60 1 39 1 71 7 97 4 67 -2 81 11.23 2 85 5 76 4 0 77 1 01 0 39 0 52 4 1 73 1 41 1 58 1 90 5 76 2 82 3 00 10 13 4 31 7 58 5 1 01 0 52 5 2 08 1 76 1 33 7 58 3 98 -5 06 12 16 0 14 6 0 22 0 00 0 14 0 00 1 29 0 00 DEFLECTION SHEET 73 of 263 LOAD COMBINATION 1) 1 LL Span DEFLECTION(in) 1 RS -0 45 4 00 0 11 RS 0 30 7 08 0 04 RS 0 01 0 19 Id Cale Allow Ratio 2 L5 1 91 4 00 0 48 MS 5 97 7 08 0 84 RL 0 48 -0 76 3 LL 1 60 4 00 0 40 LL 4 67 7 08 0 66 LL 0 53 -0 26 1 0 09 4 RL -1 58 4 00 0 40 RL 4 31 7 08 0 61 RL 0 46 -0 31 2 -0 36 1 60 0 23 5 LL 1 76 4 00 0 44 MS -5 06 7 08 0 71 LL 0 43 -0 64 3 -0 17 1 70 0 10 6 LS 0 22 4 00 0 06 LS 0 14 7 08 0 02 LS 0 00 0 16 4 -0 17 1 70 0 10 5 -0 36 1 60 0 23 UNBRACE LENGTHS 6 0 09 HCI Steel Buildings, Inc. 4/2/2008 Job No 1 3869 I modify l Customer) CLALLAM BUILDERS AND I Date l 9/2/2008 Description' WESTPORT SHIPYARD INTERIOR I Designed Byl DLB HCI STEEL BUILDING SYSTEMS. INC. I Checked ByI V41 3869 Carlin Design Report (Surface 31 4/ 2/08 9 Olam LOAD COMBINATION 2 1 6SL Span DEFLECTION(in) Id Calc Allow Ratio 1 0 18 2 -0 72 1 60 0 45 3 -0 33 1 70 0 20 4 -0 33 1 70 0 20 5 -0 72 1 60 0 45 6 0 18 Page 147 Of 526 Page 148 Of 526 Job Nol 3869 l modify I Customer' CLALLAM BUILDERS AND I Date 1 4/2/2008 Description) WESTPORT SHIPYARD INTERIOR l Desagned Syl DLB I 1 Checked Ny l V41 4 RF 2 5 69 10 81 5 62 5 71 1 00 1 03 5 RF 2 2 23 0 20 2 13 2 25 0 99 0 81 1401 STEEL BUILDING SYSTEMS. INC. 2 2 5 22 73 3 79 0 80 l 2 3 1 15 25 1 92 0 81 SURFACE 2 2 3 2 38 93 4 90 2 27 2 3 3 34 06 4 29 2 00 2 3 4 38 93 4 90 2 27 Design_Load Required_For UC =1 03 2 3 5 15 25 1 92 0 81 FrameLine Reaction Moment Width WebCrp WebCrp WebCrp +Mom 2 5 1 11 57 0 14 1 32 Id Type Id (k (f -k (in) (k UC 170 2 5 2 24 76 0 30 -2 93 2 5 3 20 87 0 25 2 48 1 RF 18 2 38 0 30 2 52 2 34 1 02 0 84 2 5 4 24 76 0 30 -2 93 2 RE 2 5 69 10 81 5 62 5 71 1 00 1 03 2 5 5 -11 57 0 14 -1 32 3 RF 2 4 98 8 41 2 92 4 83 1 03 0 94 3 2 1 22 73 -3 79 0 80 4 RF 2 5 69 10 81 5 62 5 71 1 00 1 03 3 2 2 58 04 -9 67 2 35 5 RF 2 2 23 0 20 2 13 2 25 0 99 0 81 3 2 3 50 78 -8 46 2 08 I 3 2 4 58 04 -9 67 2 35 SURFACE 3 3 2 5 22 73 3 79 0 80 3 3 1 15 25 -1 92 0 81 3 3 2 38 93 -4 90 2 27 Design_Load Required_For_UC -1 03 3 3 3 34 06 -4 29 2 00 FrameLine Reaction Moment Width WebCrp WebCrp WebCrp +Mom 3 3 4 38 93 -4 90 2 27 Id Type Id (k (f -k (in) (k UC UC 3 3 5 15 25 -1 92 0 81 3 5 1 -11 57 -0 14 1 32 1 RF 18 2 38 0 30 2 52 2 34 1 02 0 84 3 5 2 24 76 -0 30 -2 93 2 RF 2 5 69 10 81 5 62 5 71 1 00 1 03 3 5 3 20 87 -0 25 -2 48 3 RF 2 4 98 8 41 2 92 4 83 1 03 0 94 z== e== 2 2 1 22 73 3 79 0 BO 3869 Web Crippling Report 4/ 2/08 9 Olam 2 2 2 58 04 9 67 2 35 m z r =gym 2 2 3 50 78 8 46 2 08 2 2 4 58 04 9 67 2 35 I SHEET 74 of 263 3869 In -Plane Roof Force 4/ 2/08 9 Olam Win (k Design load in the plane of the purlin web Wout(k 1= Design load in the plate of the purlin flange P1 (k Force in plane of roof per anti -roll clip PURLIN ROLL FORCES Surf Load Line Roof_LOad Id Id Id Win Wout P1 HCI Steel Buildings, Inc. +/2/2008 Job No 1 3869 Customer 1 CLALLAM BUILDERS AND Description! wESTPORT SHIPYARD INTERIOR HCI STEEL BUILDING SYSTEMS. INC. 3869 In -Plane Roof Force 4/ 2/08 9 Olam 3 5 4 29 76 -0 30 2 93 3 5 5 -11 57 -0 14 1 32 CHECK ON PURLIN CLIP Clip Bolted clip Weld Welded clip Gusset Welded clip with gusset Bolt Direct bolt /short welded clip Strap Bolted strap CANOPY TOP PURLIN EXTENSION ID 1, WALL If 4 (Canopy Width= 2 00) I I 1 Date 1 4/2/2008 1 Designed By! DLB I Checked BY] V41 Page 149 Of 526 Page 150 Of 526 1 Job No 1 3669 1:1 Customer! CLALLAM BUILDERS AND Description) wESTPORT SHIPYARD INTERIOR HCI S I L B U I L D I N G 1 1 SYSTEMS. INC. Purlin Design Report (Extension 1) 3869 PURLIN LAYOUT SHEET 75 of 263 LOAD COMBINATION 1 DL +LL STRENGTH /DEFLECTION 1 modify 1 1 Date 1 4/2/2008 Designed By! DLB 1 Checked BY 1 V41 4/ 2/08 9 Olam Bay Span Purlin Span Lap(ft) Load No No Unit Total Id Id Size (ft) Left Right Width Brace Row Weight Weight Standard_Purlin Connection Required Anti_Roll_Connection 1 8Z25U16 1 29 2 33 0 1 3 6 3 6 Surf Line Force /Purlin Force /Connection 1 2 8Z25U16 19 96 1 88 2 33 0 1 60 3 60 3 Id Id Row Type Thick Calc Allow UC No Type Thick Calc Allow UC 2 3 8225016 21 25 1 88 2 33 0 1 63 8 63 8 4 8225016 0 33 2 33 0 1 0 9 0 9 2 RF 10 Bolt 0 85 2 Clip 0 250 2 93 3 50 0 84 3 RF 10 Bolt 0 85 2 Clip 0 250 -2 93 3 50 0 84 Total (113)-- 128 6 Type Description Purlin DL= 1 29 (psf PANEL SHEAR /PURLIN ANTI ROLL LOCATION PURLIN ANALYSIS Surf Line Panel_Shear DS No. Shear(k Moment(f -k Id Id Calc Allow Id Purlin Purlin Location Span Left Left Right Right Left Left MidSpan Right Right I Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 2 RF 60 9 100 0 8002 2 5 9 3 RF 60 9 100 0 8002 2 2 6 1 0 00 -0 04 0 00 0 00 0 00 0 02 I 2 0 20 -0 29 -0 35 0 02 -0 72 7 37 0 85 1 45 3 0 36 0 31 -0 22 1 45 0 83 -0 90 13 12 0 00 3869 Plin Design (Extension 1) 4/ 2/08 9 Olam 4 0 01 0 00 0 00 0 00 0 33 0 00 =t esi 1 Span Shear(k Moment(f k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 RS -0 04 2 41 0 01 RS 0 02 4 33 0 01 LS 0 00 0 04 2 RL -0 29 2 41 0 12 RL 0 85 4 33 0 20 RL 0 04 -0 16 3 LL 0 31 2 41 0 13 MS -0 90 4 33 0 21 LL 0 04 -0 25 4 LS 0 01 2 41 0 00 LS 0 00 4 33 0 00 LS 0 00 0 02 HCI Steel Buildings, Inc. 4/2/2008 1:1 I Job No 1 3869 I modify 1 Customer' CLALLAM BUILDERS AND I Date 1 9/2/2008 Description' WESTPORT SHIPYARD INTERIOR I Designed Byl DLB HCI STEEL BUILDING SYSTEMS. INC. I 1 I Checked By I V41 3869 Purlin Design Report (Extension 1) 4/ 2/08 9 Olam UNBRACE LENGTHS Available Reduction Span Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In 1 1 3 0 0 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 70 2 20 0 0 0 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 67 1 00 1 00 0 70 3 21 3 0 0 0 0 0 0 0 0 0 0 1 00 1 67 1 00 1 00 1 00 1 00 0 70 4 0 3 0 0 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 70 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 Span Lap_Shear(k Shear_Ratio Id Left Right Left Right 2 3 0 19 0 12 0 12 0 19 LOAD COMBINATION 8 2 DL +1 6SL PURLIN ANALYSIS Shear(k Moment(f k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0 00 -0 15 0 00 0 00 0 00 0 10 2 0 85 -1 24 -1 46 0 10 -3 05 7 37 3 61 6 14 3 1 52 1 30 -0 94 6 14 3 50 -3 83 13 12 0 01 4 0 04 0 00 0 01 0 00 0 33 0 00 STRENGTH /DEFLECTION Page 151 Of 526 Page 152 Of 526 iGtii.�: I I SHEET 76 of 263 C a MCI STEEL BUILDING SYSTEMS. INC. Job No 1 3869 I f Customer I CLALLAN BUILDERS AND I 1 4/2/2008 Description' WESTPORT SHIPYARD INTERIOR I ed Byl DLB By I V41 3869 Purlin Design Report (Extension 1) Span Shear(k Moment(f -k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 RS -0 15 2 41 0 06 RS 0 10 4 33 0 02 RS 0 00 0 18 2 RL -1 24 2 41 0 52 RL 3 61 4 33 0 83 RL 0 80 -0 67 3 LL 1 30 2 41 0 54 845 -3 83 4 33 0 88 LL 0 77 -1 07 4 LS 0 04 2 41 0 02 LS 0 01 4 33 0 00 LS 0 00 0 06 UNBRACE LENGTHS Available Reduction Span Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In 1 1 3 0 0 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 70 2 20 0 0 0 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 67 1 00 1 00 0 70 3 21 3 0 0 0 0 0 0 0 0 0 0 1 00 1 67 1 00 1 00 1 00 1 00 0 70 4 0 3 0 0 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 70 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 Span Lap_Shear(k Shear_Ratio Id Left Right Left Right 2 0 82 0 52 3 0 82 0 52 LOAD COMBINATION 8 3 DL +O 75LL +0 75WP PURLIN ANALYSIS -e= 4/ 2/08 9 Olam Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right HCI Steel Buildings, Inc. 4/2/2008 HCI STEEL BUILDING SYSTEMS. INC. UNBRACE LENGTHS I Job No 1 3869 I modify I Customer I CLALLAM BUILDERS AND I Data 1 4/2/2008 Description) WESTPORT SHIPYARD INTERIOR I Designed By' DLB 3869 Purlin Design Report (Extension 1) 4/ 2/08 9 Olam ea Id i Sup Lap Lap B Sup e Sup Lap Mom Loc Lap Sup 1 0 00 2 0 16 3 0 28 0 24 4 0 01 STRENGTH /DEFLECTION 2 0 15 0 10 3 0 15 0 10 I Checked Byl V41 -0 03 0 00 0 00 0 00 0 02 -0 23 -0 27 0 02 -0 57 7 37 0 67 1 14 -0 18 1 14 0 65 -0 71 13 12 0 00 0 00 0 00 0 00 0 33 0 00 Page 153 Of 526 Page 154 Of 526 Job No 1 3869 HCI STEEL BUILDING I modify I hr.W Customer' CLALLAM BUILDERS AND I Date 1 4/2/2008 Description) WESTPORT SHIPYARD INTERIOR I Designed B1I DLB SYSTEMS. INC. 1 I Checked By V41 1 =m 3869 Purlin Design Report (Extension 1) L a LOAD COMBINATION 8 4 DL +0 75SL +0 75WP PURLIN ANALYSIS STRENGTH /DEFLECTION SHEET 77 of 263 LAP BOLT SHEAR /BEARING 4/ 2/08 9 Olam Shear(k Moment(f k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup Span Shear(k Moment(f k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 0 00 -0 07 0 00 0 00 0 00 0 05 2 0 42 -0 61 0 71 0 05 1 49 7 37 1 76 3 00 1 RS -0 03 2 41 0 01 RS 0 02 4 33 0 00 LS 0 00 0 03 3 0 74 0 64 -0 46 3 00 1 70 1 87 13 12 0 00 2 RL -0 23 2 41 0 10 RL 0 67 4 33 0 16 RL 0 03 -0 13 4 0 02 0 00 0 00 0 00 0 33 0 00 3 LL 0 24 2 41 0 10 MS -0 71 4 33 0 16 LL 0 03 -0 20 4 LS 0 01 2 41 0 00 LS 0 00 4 33 0 00 LS 0 00 0 01 Span Shear(k Moment(f -k Mom +Shr Deflection(in) Available Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow Reduction Span Minor Cb Factor 1 RS -0 07 2 41 0 03 RS 0 05 4 33 0 01 LS 0 00 0 09 Id Major LS LL MS RL RS LS LL MS RL RS Out In 2 RL -0 61 2 41 0 25 RL 1 76 4 33 0 41 RL 0 19 -0 33 3 LL 0 64 2 41 0 26 MS -1 87 4 33 0 43 LL 0 18 -0 52 1 1 3 0 0 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 70 4 LS 0 02 2 41 0 01 LS 0 00 4 33 0 00 LS 0 00 0 03 2 20 0 0 0 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 67 1 00 1 00 0 70 3 21 3 0 0 0 0 0 0 0 0 0 0 1 00 1 67 1 00 1 00 1 00 1 00 0 70 UNBRACE LENGTHS 4 0 3 0 0 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 70 Available Reduction LAP BOLT SHEAR /BEARING Span Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In Bolt 0 500 (A325 1 1 3 0 0 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 70 Span Lap_Shear(k Shear_Ratio 2 20 0 0 0 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 67 1 00 1 00 0 70 Id Left Right Left Right 3 21 3 0 0 0 0 0 0 0 0 0 0 1 00 1 67 1 00 1 00 1 00 1 00 0 70 4 0 3 0 0 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 70 HCI Steel Buildings, Inc. +/2/2008 i4leerr)I C Job No i 3869 I Customer CLALLAM BUILDERS AND Das ascription) WESTPOAT SHIPYARD INTERIOR HCI STEEL BUILDING SYSTEMS. INC. 4/ 2/08 9 Olam Bolt 0 500 (A325 3869 Purlin Design Report (Extension 1) Span Lap_Shear(k Shear_Ratio Id Left Right Left Right 2 0 40 0 25 3 0 40 0 25 LOAD COMBINATION 5 0 6DL +WS PURLIN ANALYSIS modify Date 1 4/2/2008 Designed Hyl DLB Checked WY' V41 Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Id sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0 00 0 15 0 00 0 00 0 00 -0 09 2 -0 83 1 20 1 41 -0 09 2 95 7 37 3 50 5 96 3 1 47 1 26 0 91 5 96 3 39 3 71 13 12 -0 01 4 -0 04 0 00 -0 01 0 00 0 33 0 00 STRENGTH /DEFLECTION UNBRACE LENGTHS Page 155 Of 526 Page 156 Of 526 Job No 1 3869 I modify Customer' CLALLAM BUILDERS AND I Date 1 4/2/2008 Description) WESTPORT SHIPYARD INTERIOR I Designed Hyl DLB HCI STEEL BUILDING SYSTEMS. INC. 1 I Checked ByI V91 3869 Purlin Design Report (Extension 1) 4/ 2/08 9 Olam 1 13 00 00 00 00 00 100100100100100 100 2 20 0 0 0 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 67 1 00 1 00 0 70 3 21 3 0 0 0 0 0 0 0 0 0 0 1 00 1 67 1 00 1 00 1 00 1 00 0 70 4 0 3 0 0 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 70 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 Span Lap_Shear(k Shear_Ratio Id Left Right Left Right 2 0 79 0 50 3 0 79 0 50 DEFLECTION SHEET 78 of 263 LOAD COMBINATION 1 LL Span DEFLECTION(in) Id Calc Allow Ratio 1 0 04 Span Shear(k Moment(f -k Mom +Shr Deflection(in) 2 -0 14 1 60 0 08 Id Loc Cale Allow UC Loc Calc Allow UC Loc UC Calc Allow 3 -0 22 1 70 0 13 4 0 01 1 RS 0 15 2 41 0 06 RS -0 09 4 33 0 02 RS 0 00 -0 17 2 RL 1 20 2 41 0 50 RL 3 50 4 33 0 81 RL 0 75 0 65 3 LL -1 26 2 41 0 52 MS 3 71 4 33 0 86 LL 0 72 1 04 LOAD COMBINATION 2 1 6SL 4 LS -0 04 2 41 0 02 LS -0 01 4 33 0 00 LS 0 00 -0 06 Span DEFLECTION(in) Id Calc Allow Ratio Available 1 0 17 Reduction 2 -0 65 1 60 0 41 Span Minor Cb- Factor 3 1 04 1 70 0 61 Id Major LS LL MS RL RS LS LL MS RL RS Out In 4 0 06 HCI Steel Buildings, Inc. 12/2008 Job No 1 3869 modiFy Customer I CLALLAM BUILDERS AND 1 Date 1 9/2/2008 I Description! Desi ed Byi DLB NESTPORT SHIPYARD INTERIOR 9n HCI STEEL BUILDING SYSTEMS. INC. 1 Checked By I V41 3869 EAVE STRUT LAYOUT Page 157 Of 526 Page 158 Of 526 HCI STEEL BUILDING SYSTEMS. INC. I I 3869 Eave Strut Design Report (Extension 1) 4/ 2 /08 9 Olam Eave Strut Design Report (Extension 1) 4/ 2/08 9 Olam =w 4 -0 33 3 24 0 10 -1 74 9 44 0 18 -0 19 5 0 66 3 24 0 20 3 45 9 44 0 37 0 37 4 1 0 00 3 24 0 00 0 00 9 44 0 00 0 00 2 0 02 3 24 0 01 0 00 9 44 0 00 0 02 CANOPY EAVE STRUT 3 0 00 3 24 0 00 0 00 9 44 0 00 0 00 4 0 01 3 24 0 00 0 00 9 44 0 00 0 01 EXTENSION ID 9 1, WALL 4 4 5 -0 02 3 24 0 01 0 00 9 44 0 00 -0 02 (Canopy Width= 2 00) STRESS /DEFLECTION Span Load Shear(k Moment(f k Deflect(in) Id Id Calc Allow DC Calc Allow DC Calc Allow DC DEFLECTION SHEET 79 of 263 LOAD COMBINATION 4 1 LL Bay Span Eave Span Space No Id Id Part (ft) (ft) Brace Weight Span DEFLECTION(in) Id Calc Allow Ratio 1 11000014 1 29 1 29 0 6 3 1 2 11000014 19 79 1 29 0 97 0 1 0 01 2 3 11000014 21 08 1 29 0 103 3 2 -0 06 1 58 0 04 4 11000014 0 33 1 29 0 1 6 3 -0 08 1 69 0 05 4 0 00 Tota1(1b)= 208 2 LOAD COMBINATION 4 2 1 6SL Span DEFLECTION(in) Id Calc Allow Ratio Job No 1 3869 Customer I CLALLAt4 BUILDERS AND Description) WESTPORT SHIPYARD INTERIOR modify I Date 1 4/2/2008 I Designed ByI DLB Checked By I V41 1 1 -0 02 3 24 0 01 0 01 9 44 0 00 0 01 2 -0 08 3 24 0 03 0 05 9 44 0 01 0 06 1 0 06 3 -0 02 3 24 0 00 0 01 9 44 0 00 0 01 2 -0 28 1 58 0 18 4 -0 04 3 24 0 01 0 03 9 44 0 00 0 03 3 -0 37 1 69 0 22 5 0 08 3 24 0 02 -0 05 9 44 0 01 -0 06 4 0 02 2 1 0 15 3 24 0 05 -0 74 9 44 0 08 -0 07 2 0 64 3 24 0 20 3 11 9 44 0 33 -0 29 =v 3 0 12 3 24 0 04 -0 58 9 44 0 06 -0 05 3869 Roof Panel Report 4/ 2/08 9 Olam 4 0 31 3 24 0 10 -1 52 9 44 0 16 -0 14 r 5 -0 62 3 24 0 19 3 02 9 44 0 32 0 28 3 1 -0 16 3 24 0 05 -0 84 9 44 0 09 -0 09 2 -0 68 3 24 0 21 -3 56 9 44 0 38 -0 38 3 -0 13 3 24 0 04 -0 66 9 44 0 07 -0 07 PANEL DATA. HCI Steel Buildings, Inc. 4/2/2008 1 Job No 1 3869 1 modify 1 Customer I CLALLAM BUILDERS AND I Date 1 4/2/2008 Description) WESTPORT SHIPYARD INTERIOR Designed Byj DLB HCI STEEL BUILDING SYSTEMS. INC. 1 Checked BY 1 V41 3869 Roof Panel Report 4/ 2/08 9 Olam Part Type Gage Yield HHR 26 HR 26 00 50 00 PANEL LAYOUT Ext Surface No Max Page 159 Of 526 Page 160 Of 526 HCI STEEL BUILDING SYSTEMS. INC. MOMENTS 6 DEFLECTIONS PANEL LAYOUT Surf Surface No Max Id Length Purlin Space Moment(ft lb /ft) Ext Purlin Load Support Midspan Deflect(in) 2 50 69 10 4 969 Id Space Id Calc Mn /sf Ratio Calc Mn /sf Ratio Calc Allow Ratio 3 50 69 10 4 969 1R 2 328 D +S 0 0 114 8 0 00 -21 5 104 1 0 21 -0 02 0 466 0 04 MOMENTS 6 DEFLECTIONS D +WP 0 0 114 8 0 00 1 2 104 1 0 01 0 00 0 466 0 00 D +44S 0 0 114 8 0 00 32 2 114 8 0 28 0 03 0 466 0 06 Moment(ft lb /ft) Surf Purlin Load Support Midspan Deflect (in) Id Space Id Calc Mn /sf Ratio Calc Mn /sf Ratio Calc Allow Ratio R Roof Panel 2 4 969 D +S 70 8 114 8 0 62 -50 9 104 1 0 49 -0 14 0 994 0 14 D +WP 46 7 114 8 0 41 -33 6 104 1 0 32 -0 09 0 994 0 09 3869 Roof Diagonal Bracing Report 4/ 2/08 9 Olam D+WS -109 1 104 1 1 00 79 9 114 8 0 65 0 29 0 994 0 29 3 4 969 D +S 70 8 114 8 0 62 -50 9 104 1 0 49 -0 14 0 994 0 14 PANEL SHEAR. D +WP 46 7 114 8 0 41 33 6 104 1 0 32 -0 09 0 994 0 09 Vn /sf 0 0 D +WS -104 1 104 1 1 00 74 9 114 8 0 65 0 24 0 994 0 24 Calc Wind 70 3 Seismic =156 1 m =a DIAGONAL BRACING 3869 Extension Panel Report 4/ 2/08 9 Olam Brace_Tension(k Bay Brace_LOc Diag_Brace Wind Seismic Max Id Start End Type Size Part Calc Pn /sf Calc Pn /sf OC 3 0 00 19 52 A 1 090 L3x3/16 8 16 23 54 23 57 30 02 0 79 EXTENSION PANEL DATA. 19 52 39 13 A 1 090 L3x3/16 4 47 23 54 12 16 30 02 0 41 Ext 39 13 50 00 A 1 090 L3x3/16 0 29 23 54 2 56 30 02 0 09 Id Part Type Gage Yield 50 00 60 87 A 1 090 L3x3/16 0 29 23 54 2 56 30 02 0 09 60 87 80 48 A 1 090 L3x3 /16 4 47 23 54 12 16 30 02 0 41 1R HHR 26 HR 26 00 50 00 80 48 100 00 A 1 090 L3x3/16 8 17 23 54 23 57 30 02 0 79 SHEET 80 of 263 Job No 3869 CustomerI CLALLAM BUILDERS AND Description WESTPORT SHIPYARD INTERIOR 3869 Extension Panel Report 4/ 2/08 9 Olam Id Length Purlin Space A 26 1R 2 83 1 2 328 1 modify 1 Date 1 4/2/2008 De igned By1 DLB 1 Checked By I V41 HCI Steel Buildings, 'Inc. 4/2/2008 Job No 1 3869 customer' CLALLAM BUILDERS AND Description) WESTPORT SHIPYARD INTERIOR HCI STEEL BUILDING SYSTEMS. INC. 3869 Sidewall Diagonal Bracing Report 4/ 2/08 9 Olam 3869 Sidewall Diagonal Bracing Report 4/ 2/08 9 Olam PANEL SHEAR. Wall Base Wind Seismic Id Length Calc Cale Vn /sf 2 85 0 90 5 197 8 100 0 4 73 0 105 4 231 6 100 0 DIAGONAL BRACING Brace_Tension(k Wall Bay Brace_Loc Diag_Brace- Wind Seismic- Max Id Id Bot Top Type Size Part Calc Pn /sf Calc Pn /sf UC 2 3 0 0 14 0 A 1 440 L3x1 /4 8 79 31 10 38 44 39 66 0 97 4 3 0 0 14 0 A 1 440 L3x1 /4 8 79 31 10 38 65 39 66 0 97 BASE REACTIONS Wall Bay Col Wind Max Seismic_Max Id Id Id Horz Vert( Horz Vert( 2 3 3 -7 69 4 25 -21 86 12 09 2 3 4 7 69 4 25 21 86 12 09 4 3 3 7 69 4 25 21 98 12 15 4 3 4 7 69 4 25 21 98 12 15 3869 Extension Diagonal Bracing Report 4/ 2/08 9 Olam 1 0 00 0 00 I mc.difY 1 Date 1 4/2/2008 Designed Rj DLB Checked By I V41 Page 161 Of 526 Page 162 Of 526 Job No 1 3869 1 modify I Customer I CLALLAM BUILDERS AND I Date 1 4/2/2008 Description) WESTPOAT SHIPYARD INTERIOR Designed ByI DLB NCI STEEL BUILDING SYSTEMS. INC. I Checked By V91 SHEET 81 of 263 3869 Braced Purlin Report �semam_ 4/ 2/08 9 Olam Surf Span Brace Purlin Load Axial(k -Moment(f -k Axl +Mom Id Id Loc Size Id Calc Allow UC Calc Allow UC UC 2 2 19 5 9035014 1 2 25 10 05 0 22 1 87 7 08 0 26 0 46 2 2 25 10 05 0 22 3 02 4 96 0 61 0 77 3 2 16 17 09 0 13 -1 53 12 04 0 13 0 24 4 1 12 17 09 0 07 -6 36 12 04 0 53 0 52 5 1 12 17 09 0 07 -4 21 12 04 0 35 0 37 6 2 16 17 09 0 13 -0 22 12 04 0 02 0 14 2 3 19 5 9Z35014 1 2 25 10 05 0 22 1 58 7 08 0 22 0 43 2 2 25 10 05 0 22 -2 56 7 08 0 36 0 55 3 4 18 17 09 0 24 1 29 12 04 0 11 0 34 4 2 17 17 09 0 13 5 39 12 04 0 45 0 52 5 2 17 17 09 0 13 3 57 12 04 0 30 0 39 6 4 18 17 09 0 24 0 18 12 04 0 02 0 26 2 4 19 5 9035014 1 5 52 10 05 0 55 1 58 7 08 0 22 0 77 2 5 52 10 05 0 55 2 56 7 08 0 36 0 91 3 15 09 17 09 0 88 1 29 12 04 0 11 1 00 4 7 85 17 09 0 46 5 39 12 04 0 45 0 89 5 7 85 17 09 0 46 3 57 12 04 0 30 0 75 6 15 09 17 09 0 88 0 18 12 04 0 02 0 90 Added Purlin Strut 2 4 19 5 9035016 1 2 47 8 02 0 31 2 2 47 8 02 0 31 3 6 76 13 64 0 50 4 3 51 13 64 0 26 5 3 51 13 64 0 26 6 6 76 13 64 0 50 Purlin With Added Strut 2 4 19 5 9035014 1 3 05 10 05 0 30 1 58 7 08 0 22 0 51 2 3 05 10 05 0 30 2 56 7 08 0 36 0 64 PANEL SHEAR 3 8 33 17 09 0 49 1 29 12 04 0 11 0 59 Ext Panel_Shear- 4 4 33 17 09 0 25 5 39 12 04 0 45 0 66 Id Calc Allow 5 4 33 17 09 0 25 3 57 12 04 0 30 0 52 6 8 33 17 09 0 49 0 18 12 04 0 02 0 50 HCI Steel Buildings, Inc. 4/2/2008 Job No 1 3869 III Customer 1 CLALLAM BUILDERS AND Description' WESTPORT SHIPYARD INTERIOR HCI STEEL BUILDING 1 SYSTEMS. INC. 3869 Braced Purlin Report maQO 4/ 2/08 9 Olam 2 5 19 5 9235014 2 2 39 1 9Z35014 2 3 39 1 9235014 2 4 39 1 9235014 2 5 39 1 9235014 2 2 50 0 9235014 2 3 50 0 9235014 2 2 2 1 1 2 2 2 1 0 0 1 2 2 3 1 1 3 2 2 7 25 25 16 12 12 16 53 53 73 90 90 73 53 53 30 72 72 30 78 78 16 3 72 3 72 7 16 2 53 2 53 1 73 O 90 0 90 1 73 O 22 O 22 O 58 O 30 0 30 O 58 0 22 O 22 1 14 O 59 0 59 10 05 0 22 10 05 0 22 17 09 0 13 17 09 0 07 17 09 0 07 17 09 0 13 10 05 0 25 10 05 0 25 17 09 0 10 17 09 0 05 17 09 0 05 17 09 0 10 10 05 0 25 10 05 0 25 17 09 0 19 17 09 0 10 17 09 0 10 17 09 0 19 10 05 0 28 10 05 0 28 17 09 0 42 17 09 0 22 17 09 0 22 17 09 0 42 10 05 0 25 10 05 0 25 17 09 0 10 17 09 0 05 17 09 0 05 17 09 0 10 1005 002 10 05 0 02 17 09 0 03 17 09 0 02 17 09 0 02 17 09 0 03 10 05 0 02 10 05 0 02 17 09 0 07 17 09 0 03 17 09 0 03 I modify 1 Date 1 4/2/2008 I Designed By' DLB Checked BY" V41 1 87 7 08 0 26 3 02 4 96 0 61 1 53 12 04 0 13 6 36 12 04 0 53 4 21 12 04 0 35 -0 22 12 04 0 02 1 87 7 08 0 26 3 02 4 96 0 61 1 53 12 04 0 13 6 36 12 04 0 53 4 21 12 04 0 35 -0 22 12 04 0 02 1 58 7 08 0 22 2 56 7 08 0 36 1 29 12 04 011 5 39 12 04 0 45 3 57 12 04 0 30 0 18 12 04 0 02 1 58 7 08 0 22 2 56 7 08 0 36 1291204011 5 39 12 04 0 45 3 57 12 04 0 30 0 18 12 04002 -1 87 7 08 0 26 3 02 4 96 0 61 -1 53 12 04 0 13 6 36 12 04 0 53 4 21 12 04 0 35 0 22 12 04 0 02 -1 34 7 08 0 19 2 17 4 96 0 44 1 10 12 04 0 09 4 57 12 04 0 38 3 03 12 04 0 25 -0 16 12 04 0 01 1 14 7 08 0 16 -1 84 7 08 0 26 0 93 12 04 0 08 3 87 12 04 0 32 2 56 12 04 0 21 Page 163 Of 526 O 46 0 77 O 24 O 52 O 37 O 14 O 49 O 80 O 21 0 51 O 35 O 12 O 46 0 58 0 29 O 49 O 36 O 21 0 48 O 61 0 52 0 62 O 49 0 43 0 49 O BO O 21 O 51 O 35 O 12 O 18 0 40 0 11 O 34 O 23 0 04 0 16 0 24 O 13 O 31 O 22 HCI STEEL BUILDING SYSTEMS. INC. SHEET 82 of 263 Job No 3869 Customer' CLALLAM BUILDERS AND 'Description' WESTPORT SHIPYARD INTERIOR 3869 Braced Purlin Report v== a 1 14 1709 6 0 07 0 13 12 04 0 01 0 08 2 4 50 0 9235014 1 0 22 10 05 0 02 1 14 7 08 0 16 0 16 2 0 22 10 05 0 02 1 84 7 08 0 26 0 24 3 1 70 17 09 0 10 0 93 12 04 0 08 0 17 4 0 88 17 09 0 05 3 87 12 04 0 32 0 33 5 0 88 17 09 0 05 2 56 12 04 0 21 0 24 6 1 70 17 09 0 10 0 13 12 04 0 01 0 11 2 5 50 0 9Z35014 1 0 22 10 05 0 02 1 34 7 08 0 19 0 18 2 0 22 10 05 0 02 2 17 4 96 0 44 0 40 3 0 58 17 09 0 03 1 10 12 04 0 09 0 11 4 0 30 17 09 0 02 -4 57 12 04 0 38 0 34 5 0 30 17 09 0 02 3 03 12 04 0 25 0 23 6 0 58 17 09 0 03 -0 16 12 04 0 01 0 04 Surf Span Brace Purlin Load Axial(k Moment(f -k Id Id Loc Size Id Calc Allow UC Calc Allow UC 3 2 50 0 9235014 3 3 50 0 9235014 3 4 50 0 9235014 3 5 50 0 9235014 3 2 60 9 9235014 1 2 3 4 5 6 1 2 3 4 5 6 1 2 3 4 5 6 1 2 3 4 5 6 1 0 0 0 0 0 0 0 0 1 0 0 1 22 22 58 30 30 58 22 22 14 59 59 14 O 22 O 22 1 70 0 88 0 88 1 70 O 22 0 22 0 58 O 30 O 30 O 58 2 53 10 05 0 02 10 05 0 02 17 09 0 03 17 09 0 02 17 09 0 02 17 09 0 03 1005002 10 05 0 02 17 09 0 07 17 09 0 03 17 09 0 03 17 09 0 07 10 05 0 02 10 05 0 02 17 09 0 10 17 09 0 05 17 09 0 05 17 09 0 10 10 05 0 02 10 05 0 02 17 09 0 03 17 09 0 02 17 09 0 02 17 09 0 03 10 05 0 25 1 2 1 -4 -3 -0 1 1 0 3 2 0 1 1 0 3 2 0 -1 2 1 4 -3 0 1 modify 1 Date 4/2/2008 Designed By DLB Checked By V41 34 17 10 57 03 16 14 84 93 87 56 13 14 84 93 87 56 13 34 17 10 57 03 16 87 7 4 12 12 12 12 7 7 12 12 12 12 7 7 12 12 12 12 7 4 12 12 12 12 7 4/ 2/08 9 Olam 08 96 04 04 04 04 08 08 04 04 04 04 08 08 04 04 04 04 08 96 04 04 04 04 08 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 19 44 09 38 25 01 16 26 08 32 21 01 16 26 08 32 21 01 19 44 09 38 25 01 26 Page 164 Of 526 Axl +Mom UC 0 18 O 40 O 11 0 34 0 23 O 04 0 16 O 24 0 13 0 31 0 22 O 08 O 16 O 24 0 17 0 33 0 24 0 11 O 18 O 40 O 11 O 34 O 23 O 04 0 49 HCI Steel Buildings, Inc. 4/2/2008 Page 165 Of 526 Page 166 Of 526 Job No 1 3869 1 modify 1 1 Job No 1 3869 1 modify Customer 1 CLALLAM BUILDERS AND I Date 1 4/2/2008 i�� I Customer) CLALLAM BUILDERS AND 1 Date 1 9/2/2008 Oescriptionl WESTPORT SHIPYARD INTERIOR Designed Byl DLB HCI STEEL BUILDING Description){ESTPORT SHIPYARD INTERIOR Designed ByI DLB I Checked BY] V41 SYSTEMS INC. I I 1 1 Checked DY1 V41 eves-- =amm=m..- ne.o= ==e-.we..oa.® =a -=.oa.. ==oe.....=we__ 3869 Braced Purlin Report 4/ 2/08 9 Olam 3869 Braced Purlin Report 6 4/ 2/08 9 Olam 2 2 53 10 05 0 25 3 02 4 96 0 61 0 80 6 15 09 17 09 0 88 0 18 12 04 0 02 0 90 3 1 73 17 09 0 10 -1 53 12 04 0 13 0 21 4 0 90 17 09 0 05 -6 36 12 04 0 53 0 51 3 4 80 5 9135016 1 2 47 8 02 0 31 5 0 90 17 09 0 05 -4 21 12 04 0 35 0 35 2 2 47 8 02 0 31 6 1 73 17 09 0 10 -0 22 12 04 0 02 0 12 3 6 76 13 64 0 50 3 3 60 9 9835014 1 2 53 10 05 0 25 1 58 7 08 0 22 0 46 4 3 51 13 64 0 26 2 253 1005025 256 7 08036 058 5 351 1364 026 3 3 30 17 09 0 19 1 29 12 04 0 11 0 29 6 6 76 13 64 0 50 4 1 72 17 09 0 10 5 39 12 04 0 45 0 49 Purlin With Added Strut 5 1 72 17 09 0 10 3 57 12 04 0 30 0 36 3 4 80 5 9835014 1 3 05 10 05 0 30 1 58 7 08 0 22 0 51 6 3 30 17 09 0 19 0 18 12 04 0 02 0 21 2 3 05 10 05 0 30 -2 56 7 08 0 36 0 64 3 4 60 9 9135014 1 2 78 10 05 0 28 1 58 7 08 0 22 0 48 3 8 33 17 09 0 49 1 29 12 04 0 11 0 59 2 2 78 10 05 0 28 2 56 7 08 0 36 0 61 4 4 33 17 09 0 25 5 39 12 04 0 45 0 66 3 7 16 17 09 0 42 1 29 12 04 0 11 0 52 5 4 33 17 09 0 25 3 57 12 04 0 30 0 52 4 3 72 17 09 0 22 5 39 12 04 0 45 0 62 6 8 33 17 09 0 49 0 18 12 04 0 02 0 50 5 3 72 17 09 0 22 3 57 12 04 0 30 0 49 6 7 16 17 09 0 42 0 18 12 04 0 02 0 43 3 5 60 9 9135014 1 2 53 10 05 0 25 1 87 7 08 0 26 0 49 3 5 80 5 9835014 1 2 25 10 05 0 22 1 87 7 08 0 26 0 46 2 2 53 1005025 302 4 96061 080 2 225 1005022 302 4 96061 077 3 1 73 17 09 0 10 1 53 12 04 0 13 0 21 3 2 16 17 09 0 13 -1 53 12 04 0 13 0 24 4 0 90 17 09 0 05 -6 36 12 04 0 53 0 51 4 1 12 17 09 0 07 -6 36 12 04 0 53 0 52 5 0 90 17 09 0 05 -4 21 12 04 0 35 0 35 5 1 12 17 09 0 07 -4 21 12 04 0 35 0 37 6 1 73 17 09 0 10 -0 22 12 04 0 02 0 12 6 2 16 17 09 0 13 -0 22 12 04 0 02 0 14 HCI STEEL BUILDING SYSTEMS, INC. 3 2 80 5 9135014 1 2 25 10 05 0 22 1 87 7 08 0 26 0 46 2 2 25 10 05 0 22 3 02 4 96 0 61 0 77 3 2 16 17 09 0 13 1 53 12 04 0 13 0 24 4 1 12 17 09 0 07 -6 36 12 04 0 53 0 52 5 1 12 17 09 0 07 -4 21 12 04 0 35 0 37 6 2 16 17 09 0 13 -0 22 12 04 0 02 0 14 3 3 80 5 9835014 1 2 25 10 05 0 22 1 58 7 08 0 22 0 43 2 2 25 10 05 0 22 2 56 7 08 0 36 0 55 3 4 18 17 09 0 24 1 29 12 04 0 11 0 34 4 2 17 17 09 0 13 5 39 12 04 0 45 0 52 5 2 17 17 09 0 13 3 57 12 04 0 30 0 39 6 4 18 17 09 0 24 0 18 12 04 0 02 0 26 3 4 80 5 9Z35U14 1 5 52 10 05 0 55 1 58 7 08 0 22 0 77 2 5 52 10 05 0 55 -2 56 7 08 0 36 0 91 3 15 09 17 09 0 88 1.29 12 04 0 11 1 00 4 7 85 17 09 0 46 5 39 12 04 0 45 0 89 5 7 85 17 09 0 46 3 57 12 04 0 30 0 75 SHEET 83 of 263 Added Purlin Strut 3869 Eave Strut Report (Wall 2) 4/ 2/08 9 Olam Wall Bay Eave Id Id Size 2 1 9000010 2 2 9G00010 2 3 9000010 Load Axial(k Moment(f k Axl +Mom Id Calc Allow UC Calc Allow UC UC 1 1 31 17 97 0 07 -1 50 15 25 0 10 0 17 2 1 31 17 97 0 07 2 43 6 10 0 40 0 47 3 1 82 30 54 0 06 -1 23 25 93 0 05 0 11 4 1 82 30 54 0 06 -0 18 25 93 0 01 0 07 1 1 31 17 97 0 07 -1 69 15 25 0 11 0 18 2 1 31 17 97 0 07 2 74 6 10 0 45 0 52 3 3 55 30 54 0 12 -1 38 25 93 0 05 0 17 4 3 55 30 54 0 12 -0 20 25 93 0 01 0 12 1 4 35 17 97 0 24 -1 69 15 25 0 11 0 36 HCI Steel Buildings, Inc. 4/2/2008 I Job No 1 3869 I modify 1 Customer! CLALLAM BUILDERS AND I Date 1 4/2/2008 Description) WESTPORT SHIPYARD INTERIOR I Designed ByI DLB I Checked By I V41 3869 Eave Strut Report (wall 2) 4/ 2/08 9 Olam v= —e 2 4 35 17 97 0 24 2 74 6 10 0 45 0 72 3 19 00 30 54 0 62 1 38 25 93 0 05 0 69 4 19 00 30 54 0 62 -0 20 25 93 0 01 0 63 SCI STEEL BUILDING wIS INC. Added Eave Strut 2 3 9Z25U12 EAVE LAYOUT. 1 2 93 10 96 0 27 2 2 93 10 96 0 27 3 12 82 18 63 0 69 4 12 82 18 63 0 69 EAVE STRUT Page 167 Of 526 Page 168 Of 526 HCI STEEL BUILDING w1S, INC. SHEET 84 of 263 I Job No 1 3869 I modify Customer I CLALLAM BUILDERS AND I Date 1 4/2/2008 Description) WESTPORT SHIPYARD INTERIOR I Designed B DLB 1 1 I Checked BY' V41 3869 Eave Design Report (Wall 2) 4/ 2/08 9 Olam LOAD COMBINATION 8 1 DL +CL +LL SAVE ANALYSIS Shear(k Moment(f -k 2 4 9G00O10 1 1 31 17 97 0 07 1 50 15 25 0 10 0 17 Span Left Left Right Right Left Left MidSpan Right Right 2 1 31 17 97 0 07 2 43 6 10 0 40 0 47 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 3 1 82 30 54 0 06 1 23 25 93 0 05 0 11 4 1 82 30 54 0 06 -0 18 25 93 0 01 0 07 1 0 00 -0 09 0 00 0 00 0 00 0 06 2 0 72 -0 72 0 06 -3 54 9 94 0 00 =e __A 3 0 76 -0 76 0 00 3 98 10 46 0 00 3869 Eave Design Report (Wall 2) 4/ 2/08 9 01am 4 0 76 -0 76 0 00 3 98 10 46 0 00 5 0 72 -0 72 0 00 3 54 9 85 0 06 6 0 09 0 00 0 06 0 00 1 29 0 00 STRENGTH /DEFLECTION WALL 82 Span Shear(k Moment(£ -k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 RS -0 09 19 85 0 00 RS 0 06 15 25 0 00 LS 0 00 0 07 2 LS 0 72 19 85 0 04 MS -3 54 15 25 0 23 LS 0 00 -0 32 3 LS 0 76 19 85 0 04 MS 3 98 15 25 0 26 LS 0 00 -0 41 Bay Span Eave Span Lap(ft) Load No No Unit Total 4 LS 0 76 19 85 0 04 MS -3 98 15 25 0 26 LS 0 00 -0 41 Id Id Size (ft) Left Right Width Brace Row Weight Weight 5 RS -0 72 19 85 0 04 MS -3 54 15 25 0 23 LS 0 00 -0 32 6 LS 0 09 19 85 0 00 LS 0 06 15 25 0 00 LS 0 00 0 07 1 9G00010 1 29 2 44 0 1 9 8 9 8 1 2 9000010 19 79 2 44 0 1 150 4 150 4 UNBRACE LENGTHS 2 3 9900010 20 92 2 44 0 1 159 0 159 0 3 4 9G00010 20 92 2 44 0 1 159 0 159 0 Available 4 5 9000010 19 79 2 44 0 1 150 4 150 4 Reduction 6 9000010 1 29 2 44 0 1 9 8 9 8 Span Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In Total(lb)= 638 4 1 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 Purlin DL= 3 11 (psf 2 19 8 19 8 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 3 20 9 20 9 0 0 0 0 0 0 20 9 1 00 1 00 1 00 1 00 1 00 1 00 0 40 HCI Steel Buildings, Inc. I I I I HCI STEEL BUILDING SYSTEMS. INC. Q3S LOAD COMBINATION 2 DL +CL +1 6SL EAVE ANALYSIS STRENGTH /DEFLECTION Job No 1 3869 I modify Customer' CLALLAM BUILDERS AND I Date 1 4/2/2008 Description' WESTPORT SHIPYARD INTERIOR De igned Byl DLB Checked By V91 3869 Eave Design Report (Wall 2) 4/ 2/08 9 Olam 4 20 9 20 9 0 0 0 0 0 0 20 9 1 00 1 00 1 00 1 00 1 00 1 00 0 40 5 19 8 0 0 0 0 0 0 0 0 19 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 6 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 -00 1 00 0 60 2 19 8 19 8 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 Shear(k Moment(f Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup Page 169 Of 526 Page 170 Of 526 I Job No 1 3869 I modify 111 I Customer' CLALLAM BUILDERS AND I Date 1 4/2/2008 Description 1 WESTPORT SHIPYARD INTERIOR I Designed Byl DLB HC! STEEL BUILDING SYSTEMS. INC. 1 I Checked -.1 1 /41 n� ..a ..as ..no seeae 3869 Eave Design Report (Wall 2) 9/ 2/08 9 Olam 3 20 9 20 9 0 0 0 0 0 0 20 9 1 00 1 00 1 00 1 00 1 00 1 00 0 40 4 20 9 20 9 0 0 0 0 0 0 20 9 1 00 1 00 1 00 1 00 1 00 1 00 0 40 5 19 8 19 8 0 0 0 0 0 0 19 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 6 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 LOAD COMBINATION 8 3 DL +CL +0 75LL +0 75WP EAVE ANALYSIS 1 0 00 -0 16 0 00 0 00 0 00 0 10 Shear(k Moment(f k 2 1 20 19 0 10 -5 84 9 94 0 00 Span Left Left Right Right Left Left MidSpan Right Right 3 1 26 -1 26 0 00 -6 58 10 46 0 00 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 4 1 26 1 26 0 00 -6 58 10 46 0 00 5 1 19 1 20 0 00 -5 84 9 85 0 10 1 0 00 -0 10 0 00 0 00 0 00 0 07 6 0 16 0 00 0 10 0 00 1 29 0 00 2 0 80 -0 80 0 07 -3 92 9 94 0 00 Span Shear(k Moment(f -k Mom +Shr Deflection(in) Id Loc Calc A11o+ UC Loc Calc Allow UC Loc UC Calc Allow STRENGTH /DEFLECTION 1 RS -0 16 19 85 0 01 RS 0 10 15 25 0 01 LS 0 00 0 11 2 LS 1 20 19 85 0 06 MS -5 84 15 25 0 38 LS 0 00 -0 53 Span Shear(k Moment(f Mom +Shr Deflection(in) 3 LS 1 26 19 85 0 06 MS -6 58 15 25 0 43 LS 0 00 -0 67 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 4 LS 1 26 19 85 0 06 MS -6 58 15 25 0 43 LS 0 00 -0 67 5 RS 1 20 19 85 0 06 MS -5 84 15 25 0 38 LS 0 00 -0 53 1 RS -0 10 19 85 0 01 RS 0 07 15 25 0 00 LS 0 00 0 07 6 LS 0 16 19 85 0 01 LS 0 10 15 25 0 01 LS 0 00 0 11 2 LS 0 80 19 85 0 04 MS 3 92 15 25 0 26 LS 0 00 -0 36 3 LS 0 84 19 85 0 04 MS -4 42 15 25 0 29 LS 0 00 -0 45 UNBRACE LENGTHS 4 LS 0 84 19 85 0 04 MS -4 42 15 25 0 29 LS 0 00 -0 45 5 RS -0 80 19 85 0 04 MS 3 92 15 25 0 26 LS 0 00 -0 36 Available 6 LS 0 10 19 85 0 01 LS 0 07 15 25 0 00 LS 0 00 0 07 Reduction Span Minor Cb Factor UNBRACE LENGTHS Id Major LS LL MS RL RS LS LL MS EL RS Out In SHEET 85 of 263 3 0 84 -0 84 0 00 -4 42 10 46 0 00 4 0 84 -0 84 0 00 -4 42 10 46 0 00 5 0 80 -0 80 0 00 3 92 9 85 0 07 6 0 10 0 00 0 07 0 00 1 29 0 00 4/2/2008 HCI Steel buildings, Inc. 42/2008 Job No 1 3869 I modify 1 Customer' CLALLAM BUILDERS AND l Date 1 4/2/2008 Description) WESTPORT SHIPYARD INTERIOR I Designed Byl DLB Checked BY] V41 3869 Eave Design Report (wall 2) 4/ 2/08 9 Olam Available Reduction Span -Minor -Cb Factor Id Major LS LL MS RL RS LS LL MS RL 'RS Out In NCI STEEL BUILDING SYSTEMS. INC. 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 2 19 8 19 8 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 3 20 9 20 9 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 4 20 9 20 9 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 5 19 8 0 0 0 0 0 0 0 0 19 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 6 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 LOAD COMBINATION 9 4 DL +CL +0 75SL +0 75WP EAVE ANALYSIS Shear(k Moment(£ -k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup Span Shear(k Moment(f -k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow Page 171 Of 526 Page 172 Of 526 HCI STEEL BUILDING SYSTEMS. INC. 3869 Eave Design Report (Wall 2) Y 4/ c 2/08 9 Olam 6 LS 0 12 19 85 0 01 LS 0 07 15 25 0 00 LS 0 00 0 08 UNBRACE LENGTHS SHEET 86 of 263 Available Reduction Span Minor Cb Factor Id Major LS LL MS RL RS LS LL M5 RL RS Out In 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 2 19 8 19 8 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 3 20 9 20 9 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 4 20 9 20 9 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 5 19 8 0 0 0 0 0 0 0 0 19 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 6 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 LOAD COMBINATION 9 5 0 6DL +WS EAVE ANALYSIS Job No 1 3869 Customer' CLALLAM BUILDERS AND Description] WESTPORT SHIPYARD INTERIOR modify I Date 1 4/2/2008 Designed Byl DLB Checked BY I V41 1 0 00 -0 12 0 00 0 00 0 00 0 07 Shear(k Moment(f k 2 0 89 -0 88 0 07 -4 35 9 94 0 00 Span Left Left Right Right Left Left MidSpan Right Right 3 0 94 -0 94 0 00 -4 90 10 46 0 00 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 4 0 94 -0 94 0 00 -4 90 10 46 0 00 5 0 88 -0 89 0 00 -4 35 9 85 0 07 1 0 00 0 09 0 00 0 00 0 00 -0 06 6 0 12 0 00 0 07 0 00 1 29 0 00 2 -0 93 0 75 -0 06 3 85 9 81 0 00 3 -0 75 0 75 0 00 3 95 10 46 0 00 4 -0 75 0 75 0 00 3 95 10 46 0 00 STRENGTH /DEFLECTION 5 -0 75 0 93 0 00 3 85 9 98 -0 06 6 -0 09 0 00 -0 06 0 00 1 29 0 00 STRENGTH /DEFLECTION 1 RS -0 12 19 85 0 01 RS 0 07 15 25 0 00 LS 0 00 0 08 2 LS 0 89 19 85 0 04 MS -4 35 15 25 0 29 LS 0 00 -0 40 Span Shear(k Moment(f -k Mom +Shx Deflection (in) 3 RS -0 94 19 85 0 05 MS -4 90 15 25 0 32 LS 0 00 -0 50 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 4 RS -0 94 19 85 0 05 MS -4 90 15 25 0 32 LS 0 00 -0 50 5 RS -0 89 19 85 0 04 MS -4 35 15 25 0 29 LS 0 00 -0 40 1 RS 0 09 19 85 0 00 RS -0 06 15 25 0 00 LS 0 00 -0 08 HCI Steel buildings, Inc. 112/2008 Job No 1 3869 I modify 1 Customer' CLALLAM BUILDERS AND I Date 4/2/2008 Description' WESTPORT SHIPYARD INTERIOR 'Designed By1 DLB HG STEEL BUILDING SYSTEMS. INC. 1 I chimed By I V41 3869 Eave Design Report (Wall 2)� a.ays 4/ 2/08 9 Olam c 2 LS 66 -0 9319 85 0 05 MS 3 85 10 0 63 LS 0 00 m6 II6 0 36 3 RS 0 75 19 85 0 04 MS 3 95 6 10 0 65 LS 0 00 0 40 4 RS 0 75 19 85 0 04 MS 3 95 6 10 0 65 LS 0 00 0 40 5 RS 0 93 19 85 0 05 MS 3 85 6 10 0 63 LS 0 00 0 36 6 LS -0 09 19 85 0 00 LS -0 06 15 25 0 00 LS 0 00 -0 08 UNBRACE LENGTHS SAVE ANALYSIS Page 173 Of 526 'I SHEET 87 of 263 HCI STEEL BUILDING SYSTEMS. INC. Page 174 Of 526 Job No 1 3869 1 modify 1 111 Customer' CLALLAM BUILDERS AND I Date 1 4/2/2008 Descriptions WESTPORT SHIPYARD INTERIOR Designed BA DLB Checked BY] V41 3869 ®6 ®6� 6 Eave 666C6 66 Design Report (Wall 2) 4/ 2/08 9 Olam 6a_- ____666666666666.__ -6666666 -666 _666° =6 =66666 ®6666 Span Shear(k Moment(f k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 RS -0 11 19 85 0 01 RS 0 07 15 25 0 00 LS 0 00 0 08 2 LS 0 85 19 85 0 04 MS -4 15 15 25 0 27 LS 0 00 -0 38 3 LS 0 89 19 85 0 05 MS -4 68 15 25 0 31 LS 0 00 -0 48 4 RS -0 58 19 85 0 03 MS 3 01 15 25 0 20 LS 0 00 -0 31 5 RS -0 55 19 85 0 03 M5 2 67 15 25 0 18 LS 0 00 -0 24 6 LS 0 07 19 85 0 00 LS 0 05 15 25 0 00 LS 0 00 0 05 Available Reduction Span Minor -Cb Factor UNBRACE LENGTHS Id Major LS LL MS RL RS LS LL MS RL RS Out In Available 1 1 3 1 3 0 0 1 3 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 60 Reduction 2 19 8 0 0 19 8 19 8 19 8 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 Span Minor Cb Factor 3 20 9 20 9 20 9 20 9 20 9 20 9 1 00 1 00 1 00 1 00 1 00 1 00 0 40 Id Major LS LL MS RL RS LS LL MS RL RS Out In 4 20 9 20 9 20 9 20 9 20 9 20 9 1 00 1 00 1 00 1 00 1 00 1 00 0 40 5 19 8 19 8 19 8 19 8 19 8 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 6 1 3 0 0 0 0 0 0 0 0 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 2 19 8 19 8 0 0 0 0 0 0 19 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 3 20 9 20 9 0 0 0 0 0 0 20 9 1 00 1 00 1 00 1 00 1 00 1 00 0 40 4 20 9 20 9 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 LOAD COMBINATION 6 DL +CL +SL /2 +AUX3 5 19 8 0 0 0 0 0 0 0 0 19 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 6 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 LOAD COMBINATION 7 DL +CL +SL /2 +AUX4 Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom LOC Lap Sup EAVE ANALYSIS 1 0 00 -0 11 0 00 0 00 0 00 0 07 Shear(k Moment(f k 2 0 85 -0 84 0 07 -4 15 9 94 0 00 Span Left Left Right Right Left Left MidSpan Right Right 3 0 89 -0 89 0 00 -4 68 10 46 0 00 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 4 0 58 -0 58 0 00 3 01 10 46 0 00 5 0 54 -0 55 0 00 2 67 9 85 0 05 1 0 00 -0 07 0 00 0 00 0 00 0 05 6 0 07 0 00 0 05 0 00 1 29 0 00 2 0 55 -0 54 0 05 2 67 9 94 0 00 3 0 89 -0 89 0 00 -4 68 10 46 0 00 4 0 89 -0 89 0 00 -4 68 10 46 0 00 STRENGTH /DEFLECTION 5 0 54 -0 55 0 00 2 67 9 85 0 05 6 0 07 0 00 0 05 0 00 1 29 0 00 HCI Steel buildings, Inc /2/2008 Job No 1 3869 I modify 1 1:1 Customer I CLALLAM BUILDERS AND l Date 1 4/2/2008 Description! WESTPORT SHIPYARD INTERIOR l Designed Byl DLB HCI STEEL BUILDING I I Checked By' V41 mQa =y= ==e=._ .a 3869 Eave Design Report (Hall 2) 4/ 2/08 9 Olam SYSTEMS. INC. STRENGTH /DEFLECTION Span Shear(k Moment(f k Mom +Shr Deflection(in) Id Loc Calc Allow DC Loc Calc Allow UC Loc UC Calc Allow UNBRACE LENGTHS EAVE ANALYSIS Page 175 Of 526 Page 176 Of 526 HCI STEEL BUILDING SYSTEMS. INC. 3 0 58 4 0 89 5 0 84 6 0 11 STRENGTH /DEFLECTION 1 RS -0 07 19 85 0 00 RS 0 05 15 25 0 00 LS 0 00 0 05 2 LS 0 55 19 85 0 03 MS 2 67 15.25 0 18 LS 0 00 -0 24 Span Shear(k Moment(f-k Mom +Shr Deflection(in) 3 LS 0 89 19 85 0 05 MS -4 68 15 25 0 31 LS 0 00 -0 48 Id Loc Cale Allow UC Loc Calc Allow UC Loc UC Calc Allow 4 LS 0 89 19 85 0 05 MS -4 68 15.25 0 31 LS 0 00 -0 48 5 RS -0 55 19 85 0 03 MS 2 67 15.25 0 18 LS 0 00 -0 24 1 RS -0 07 19 85 0 00 RS 0 05 15 25 0 00 LS 0 00 0 05 6 LS 0 07 19 85 0 00 LS 0 05 15.25 0 00 LS 0 00 0 05 2 LS 0 55 19 85 0 03 MS 2 67 15 25 0 18 LS 0 00 -0 24 3 RS -0 58 19 85 0 03 MS 3 01 15 25 0 20 LS 0 00 -0 31 4 LS 0 89 19 85 0 05 643 -4 68 15 25 0 31 LS 0 00 -0 48 5 RS -0 85 19 85 0 04 MS -4 15 15 25 0 27 LS 0 00 -0 38 Available 6 LS 0 11 19 85 0 01 LS 0 07 15 25 0 00 LS 0 00 0 08 Reduction Span Minor Cb Factor UNBRACE LENGTHS Id Major LS LL M3 RL RS LS LL MS RL RS Out In Available 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 Reduction 2 19 8 19 8 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 Span -Minor Cb Factor 3 20 9 20 9 0 0 0 0 0 0 20 9 1 00 1 00 1 00 1 00 1 00 1 00 0 40 Id Major L3 LL MS RL RS LS LL MS RL RS Out In 4 20 9 20 9 0 0 0 0 0 0 20 9 1 00 1 00 1 00 1 00 1 00 1 00 0 40 5 19 8 0 0 0 0 0 0 0 0 19 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 6 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 2 19 8 19 8 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 3 20 9 20 9 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 4 20 9 20 9 0 0 0 0 0 0 20 9 1 00 1 00 1 00 1 00 1 00 1 00 0 40 LOAD COMBINATION 8 8 DL +CL +SL /2 +AOX5 5 19 8 0 0 0 0 0 0 0 0 19 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 6 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 Shear(k Moment(f-k Span Left Left Right Right Left Left Midspan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup SAVE ANALYSIS 1 0 00 -0 07 0 00 0 00 0 00 0 05 Shear(k Moment(f k 2 0 55 -0 54 0 05 -2 67 9 94 0 00 Span Left Left Right Right Left Left MidSpan Right Right SHEET 88 of 263 Job No 1 3869 Customer! CLALLAM BUILDERS AND Description! WESTPORT SHIPYARD INTERIOR 3869 Eave Design Report (Nall 2) -0 58 0 89 0 85 0 00 LOAD COMBINATION 9 DL +CL +SL /2 +AUX1 0 00 0 00 O 00 O 07 3 01 10 46 4 68 10 46 4 15 9 85 0 00 1 29 modify Date 1 4/2/2008 Designed Byl DLB Checked By I V41 4/ 2/08 9 Olam 0 00 0 00 O 07 O 00 HCI Steel buildings, Inc. I Job No 1 3869 1 modify. 1 Customer] CLALLAM BUILDERS AND I Date 1 4/2/2008 ,Description' WESTPORT SHIPYARD INTERIOR I Designed ByI DLB HCI STEEL BUILDING SYSTEMS. INC. I 1 I Checked Byl V41 3869 Eave Design Report (Wall 2) 4/ 2/08 9 Olam Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0 00 -0 11 0 00 0 00 0 00 0 07 2 0 85 -0 84 0 07 -4 15 9 94 0 00 3 0 58 -0 58 0 00 3 01 10 46 0 00 4 0 58 -0 58 0 00 -3 01 10 46 0 00 5 0 54 -0 55 0 00 2 67 9 85 0 05 6 0 07 0 00 0 05 0 00 1.29 0 00 STRENGTH /DEFLECTION Span Shear(k Moment(f -k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow UNBRACE.LENGTHS Page 177 Of 526 Page 178 Of 526 HCI STEEL BUILDING SYSTEMS. INC. 3869 Eave Design Report (Wall 2) 4/ 2/08 9 Olam EAVE ANALYSIS Job No 1 3869 I modify I Customer I CLALLAM BUILDERS AND I Date 1 4/2/2008 Description' WESTPORT SHIPYARD INTERIOR I Designed By DLB I I Checked By v41 Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0 00 -0 07 0 00 0 00 0 00 0 05 2 0 55 -0 54 0 05 2 67 9 94 0 00 3 0 58 -0 58 0 00 -3 01 10 46 0 00 4 0 58 -0 58 0 00 -3 01 10 46 0 00 5 0 84 -0 85 0 00 -4 15 9 85 0 07 6 011 000 007 000 129 000 STRENGTH /DEFLECTION 1 RS -0 11 19 85 0 01 RS 0 07 15 25 0 00 LS 0 00 0 08 2 LS 0 85 19 85 0 04 MS -4 15 15 25 0 27 LS 0 00 -0 38 Span Shear(k Moment(f -k Mom +Shr Deflection(in) 3 RS -0 58 19 85 0 03 MS -3 01 15 25 0 20 LS 0 00 -0 31 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 4 RS -0 58 19 85 0 03 MS 3 01 15 25 0 20 LS 0 00 -0 31 5 RS -0 55 19 85 0 03 MS 2 67 15 25 0 18 LS 0 00 -0 24 1 RS -0 07 19 85 0 00 RS 0 05 15 25 0 00 LS 0 00 0 05 6 LS 0 07 19 85 0 00 LS 0 05 15 25 0 00 LS 0 00 0 05 2 LS 0 55 19 85 0 03 MS 2 67 15 25 0 18 LS 0 00 -0 24 3 RS -0 58 19 85 0 03 MS 3 01 15 25 0 20 LS 0 00 -0 31 4 RS -0 58 19 85 0 03 MS -3 01 15 25 0 20 LS 0 00 -0 31 5 RS -0 85 19 85 0 04 MS -4 15 15 25 0 27 LS 0 00 -0 38 Available 6 LS 0 11 19 85 0 01 LS 0 07 15 25 0 00 LS 0 00 0 08 Reduction Span Minor Cb Factor UNBRACE LENGTHS Id Major LS LL MS RL RS LS LL MS RL RS Out In Available 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 Reduction 2 19 8 19 8 0 0 0 0 0 0 19 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 Span Minor -Cb Factor 3 20 9 20 9 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 Id Major LS LL MS RL RS LS LL MS RL RS Out In 4 20 9 20 9 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 5 19 8 0 0 0 0 0 0 0 0 19 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 6 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 2 19 8 19 8 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 3 20 9 20 9 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 4 20 9 20 9 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 LOAD COMBINATION 010 DL +CL +SL /2 +AUX2 5 19 8 0 0 0 0 0 0 0 0 19 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 6 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 SHEET 89 of 263 LOAD COMBINATION 011 DL +CL +SL -1 OAUX1 +/2/2008 1 HCI Steel buildings, Inc. /2/2008 MCI STEEL BUILDING SYSTEMS, INC. 3869 EAVE ANALYSIS Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup STRENGTH /DEFLECTION Job No l 3869 I modify I Customer I CLALLAM BUILDERS AND !Date 1 4/2/2008 Description! WESTPORT SHIPYARD INTERIOR 1 Designed By1 DLB i 1 Checked By I V41 vv Eave Design Report Mall 2) 4/ 2/08 9 Olam Page 179 Of 526 Page 180 Of 526 1:1 I Job No 1 3869 Customer' CLALLAM BUILDERS AND Description) WESTPORT SHIPYARD INTERIOR MCI STEEL BUILDING l SYSTEMS INC. SHEET 90 of 263 LOAD COMBINATION 812 DL +CL +SL -1 0AUX2 SAVE ANALYSIS I JY 1 I Date 1 4/2/2008 1 De igned By DLB 1 Checked By l V41 ng 3869 Eave Design Report (Wall 2) 4/ 2/08 9 Olam 6 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 1 0 00 -0 07 0 00 0 00 0 00 0 05 Shear(k Moment(f -k 2 0 54 -0 53 0 05 2 63 9 94 0 00 Span Left Left Right Right Left Left MidSpan Right Right 3 0 89 -0 89 0 00 -4 63 10 46 0 00 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 4 0 89 -0 89 0 00 -4 63 10 46 0 00 5 0 83 -0 84 0 00 -4 11 9 85 0 07 1 0 00 -0 11 0 00 0 00 0 00 0 07 6 0 11 0 00 0 07 0 00 1 29 0 00 2 0 84 -0 83 0 07 -4 11 9 94 0 00 3 0 89 -0 89 0 00 -4 63 10 46 0 00 4 0 89 -0 89 0 00 -4 63 10 46 0 00 5 0 53 -0 54 0 00 -2 63 9 85 0 05 6 0 07 0 00 0 05 0 00 1 29 0 00 Span Shear(k Moment(f -k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow STRENGTH /DEFLECTION 1 RS -0 07 19 85 0 00 RS 0 05 15 25 0 00 LS 0 00 0 05 2 LS 0 54 19 85 0 03 MS 2 63 15 25 0 17 LS 0 00 -0 24 Span Shear(k Moment(f -k Mom +Shr Deflection(in) 3 LS 0 89 19 85 0 04 MS -4 63 15 25 0 30 LS 0 00 -0 47 Id Loc Calc Allow UC Loc Calc Allow- UC Loc UC Calc Allow 4 LS 0 89 19 85 0 04 MS -4 63 15 25 0 30 LS 0 00 -0 47 5 RS -0 84 19 85 0 04 MS -4 11 15 25 0 27 LS 0 00 -0 38 1 RS -0 11 19 85 0 01 RS 0 07 15 25 0 00 LS 0 00 0 08 6 LS 0 11 19 85 0 01 LS 0 07 15 25 0 00 LS 0 00 0 08 2 LS 0 84 19 85 0 04 MS -4 11 15 25 0 27 LS 0 00 -0 38 3 LS 0 89 19 85 0 04 MS -4 63 15 25 0 30 LS 0 00 -0 47 UNBRACE LENGTHS 4 LS 0 89 19 85 0 04 MS -4 63 15 25 0 30 LS 0 00 -0 47 5 RS -0 54 19 85 0 03 MS 2 63 15 25 0 17 LS 0 00 -0 24 Available 6 LS 0 07 19 85 0 00 LS 0 05 15 25 0 00 LS 0 00 0 05 Reduction Span -Minor Cb Factor UNBRACE LENGTHS Id Major LS LL MS RL RS LS LL MS RL RS Out In Available 1 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 Reduction 2 19 8 19 8 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 Span Minor Cb Factor 3 20 9 20 9 0 0 0 0 0 0 20 9 1 00 1 00 1 00 1 00 1 00 1 00 0 40 Id Major LS LL MS RL RS LS LL MS RL RS Out In 4 20 9 20 9 0 0 0 0 0 0 20 9 1 00 1 00 1 00 1 00 1 00 1 00 0 40 5 19 B 19 8 0 0 0 0 0 0 19 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 1 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 HCI Steel Buildings, Inc. +/2/2008 HCI STEEL BUILDING SYSTEMS. INC. 3869 Eave Design Report (Wall 2) 4/ 2/08 9 Olam LOAD COMBINATION 913 DL +CL +1 6AUX3 EAVE ANALYSIS STRENGTH /DEFLECTION 1 Job No 1 3869 l modify l Customer i CLALLAM BUILDERS AND l Date 1 4/2/2008 Description' WESTPORT SHIPYARD INTERIOR I Designed DLS I l I Checked By l V41 Span Shear(k Moment(f k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow Page 181 Of 526 Page 182 Of 526 il l NCI STEEL BUILDING SYSTEMS, INC. STRENGTH /DEFLECTION SHEET 91 of 263 LOAD COMBINATION 014 DL+CL +1 6AUX4 Job No l 3869 1 modify l Customer l CLALLAM BUILDERS AND I Date 1 4/2/2008 Deacriptionl WESTPORT SHIPYARD INTERIOR 1 Designed Byl DLB l 1 Checked BPI V41 --amaasem we _._.ate. 3869 Eave Design Report (Wall 2) 4/ 2/08 9 Olam 2 19 8 19 8 0 0 0 0 0 0 19 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 Span Minor Cb Factor 3 20 9 20 9 0 0 0 0 0 0 20 9 1 00 1 00 1 00 1 00 1 00 1 00 0 40 Id Major LS LL MS RL RS LS LL MS RL RS Out In 4 20 9 20 9 0 0 0 0 0 0 20 9 1 00 1 00 1 00 1 00 1 00 1 00 0 40 5 19 8 19 8 0 0 0 0 0 0 19 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 1 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 6 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 2 19 8 19 8 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 3 20 9 20 9 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 4 20 9 20 9 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 5 19 8 0 0 0 0 0 0 0 0 19 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 6 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup EAVE ANALYSIS 1 0 00 -0 10 0 00 0 00 0 00 0 06 Shear(k Moment(f k 2 0 74 -0 73 0 06 -3 60 9 94 0 00 Span Left Left Right Right Left Left MidSpan Right Right 3 0 78 -0 78 0 00 -4 06 10 46 0 00 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 4 0 26 -0 26 0 00 -1 38 10 46 0 00 5 0 25 -0 25 0 00 -1 23 9 85 0 02 1 0 00 -0 03 0 00 0 00 0 00 0 02 6 0 03 0 00 0 02 0 00 1 29 0 00 2 0 25 -0 25 0 02 1 23 9 94 0 00 3 0 78 -0 78 0 00 -4 06 10 46 0 00 4 0 78 -0 78 0 00 -4 06 10 46 0 00 5 0 25 -0 25 0 00 -1 23 9 85 0 02 6 0 03 0 00 0 02 0 00 1 29 0 00 1 RS -0 10 19 85 0 00 RS 0 06 15 25 0 00 LS 0 00 0 07 2 'L5 0 74 19 85 0 04 MS 3 60 15 25 0 24 LS 0 00 -0 33 Span Shear(k Moment(f -k Mom +Shr Deflection(in) 3 LS 0 78 19 85 0 04 MS -4 06 15 25 0 27 LS 0 00 -0 41 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 4 RS -0 26 19 85 0 01 MS 1 38 15 25 0 09 LS 0 00 -0 14 5 RS -0 25 19 85 0 01 MS 1 23 15 25 0 08 LS 0 00 -0 11 1 RS -0 03 19 85 0 00 RS 0 02 15 25 0 00 LS 0 00 0 02 6 LS 0 03 19 85 0 00 LS 0 02 15 25 0 00 LS 0 00 0 02 2 LS 0 25 19 85 0 01 MS 1 23 15 25 0 08 LS 0 00 -0 11 3 LS 0 78 19 85 0 04 MS -4 06 15 25 0 27 LS 0 00 -0 41 UNBRACE LENGTHS 4 LS 0 78 19 85 0 04 M5 -4 06 15 25 0 27 LS 0 00 -0 41 5 RS -0 25 19 85 0 01 MS -1 23 15 25 0 08 LS 0 00 -0 11 Available 6 LS 0 03 19 85 0 00 LS 0 02 15 25 0 00 L5 0 00 0 02 Reduction HCI S I tsL BUILDING SYSTEMS. INC. LOAD COMBINATION #15 DL +CL +1 6AUX5 1 0 00 2 0 25 3 0 26 4 0 78 5 0 73 6 0 10 STRENGTH /DEFLECTION HCI Steel Buildings, Inc. +/2/2008 Job Not 3869 1 modify 1 Customer I CLALLAM BUILDERS AND I Date 1 4/2/2008 Description) WESTPORT SHIPYARD INTERIOR Designed Byl DLB Checked By i V41 =aa ea 3869 Eave Design Report (Wall 2) 4/ 2/08 9 Olam UNBRACE LENGTHS eac= :ems Available Reduction Span Minor- Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In 1 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 2 19 8 19 8 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 3 20 9 20 9 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 4 20 9 20 9 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 5 19 8 0 0 0 0 0 0 0 0 19 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 6 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 Shear(k Moment)f -k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup Span Shear(k Moment(f k Mom +Shr Deflection(in) Id Loc Calc Allow DC Loc Calc Allow DC Loc DC Calc Allow 1 RS -0 03 19 85 0 00 RS 0 02 15 25 0 00 LS 0 00 0 02 2 LS 0 25 19 85 0 01 MS -1 23 15 25 0 08 LS 0 00 -0 11 3 RS -0 26 19 85 0 01 MS 1 38 15.25 0 09 LS 0 00 -0 14 Page 183 Of 526 Page 184 Of 526 mi I SHEET 92 of 263 Job No l 3869 modify I Customer I CLALLAM BUILDERS AND Date 1 4/2/2008 C Desrriptionl WESTPORT SHIPYARD INTERIOR Designed By' DLB Checked BY V91 HCI SIttL BUILDING 1 I SYSTEMS. INC. 3869 Eave Design Report (Wall 2) 4/ 2/08 9 Olam LS 0 78 19 85 0 04 MS -4 06 15 25 0 27 LS�0 -0 41 5 RS -0 74 19 85 0 04 MS 3 60 15 25 0 24 LS 0 DD -0 33 6 LS 0 10 19 85 0 00 LS 0 06 15 25 0 00 LS 0 00 0 07 UNBRACE LENGTHS Available Reduction Span -Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In 1 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 2 19 8 19 8 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 3 20 9 20 9 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 4 20 9 20 9 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 5 19 8 19 8 0 0 0 0 0 0 19 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 6 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 LOAD COMBINATION #16 DL +CL +1 6AUX6 EAVE ANALYSIS EAVE ANALYSIS -0 03 0 00 0 00 0 00 0 02 Shear(k Moment(f k -0 25 0 02 1 23 9 94 0 00 Span Left Left Right Right Left Left MidSpan Right Right -0 26 0 00 -1 38 10 46 0 00 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup -0 78 0 00 -4 06 10 46 0 00 -0 74 0 00 3 60 9 85 0 06 1 0 00 -0 10 0 00 0 00 0 00 0 06 0 00 0 06 0 00 1 29 0 00 2 0 74 -0 73 0 06 3 60 9 94 0 00 3 0 26 -0 26 0 00 1 38 10 46 0 00 4 0 78 78 0 00 -4 06 10 46 0 00 5 0 25 -0 25 0 00 -1 23 9 85 0 02 6 0 03 0 00 0 02 0 00 1 29 0 00 STRENGTH /DEFLECTION Span Shear(k MOment(f -k Mom +Shr Deflection(in) Id Loc Calc Allow O0 Loc Calc Allow UC Loc UC Calc Allow HCI Steel buildings, Inc. 42/2008 Page 185 Of 526 Page 186 Of 526 I Job No 1 3869 1 modify 1 4/2 I DesJob No 1 3869 I modify Customer I CLALLAH BUILDERS AND I Date 1 HCI STEEL BUILDING /2008 Costwser I CLALLAM BUILDERS AND Date 1 9/2/2008 111 �Descriptlonl WESTPORT SHIPYARD INTERIOR Designed B DLB cription) NESTPORT SHIPYARD INTERIOR I Designed BIl DLB HCI STEEL. BUILDING I I Checked By I V41 SYSTEMS. INC. I I Checked By I V41 SYSTEMS. INC. 3869 Eave Design Report (Wall 2) 4/ 2/08 9 Olam 3869 m= s6C T Design Report (Wall 2) 4/ 2 /08 c- 9 Olam STRENGTH /DEFLECTION 1 RS -0 10 19 85 0 00 RS 0 06 15 25 0 00 LS 0 00 0 07 2 LS 0 74 19 85 0 04 815 3 60 15 25 0 24 LS 0 00 -0 33 3 RS -0 26 19 85 0 01 MS 1 38 15 25 0 09 LS 0 00 -0 14 4 LS 0 78 19 85 0 04 MS -4 06 15 25 0 27 1.5 0 00 -0 41 5 RS -0 25 19 85 0 01 MS 1 23 15 25 0 08 LS 0 00 -0 11 6 LS 0 03 19 85 0 00 LS 0 02 15 25 0 00 LS 0 00 0 02 UNBRACE LENGTHS I I I Available Reduction Span Minor Cb Factor UNBRACE LENGTHS Id Major LS LL MS RL RS LS LL MS RL RS Out In Available 1 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 Reduction 2 19 8 19 8 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 Span Minor -Cb- Factor 3 20 9 20 9 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 Id Major LS LL MS RL RS LS LL MS RL RS Out In 4 20 9 20 9 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 5 19 8 0 0 0 0 0 0 0 0 19 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 1 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 6 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 2 19 8 19 8 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 3 20 9 20 9 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 4 20 9 20 9 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 LOAD COMBINATION #17 DL +CL +1 6AUX7 5 19 8 19 8 0 0 0 0 0 0 19 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 6 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 EAVE ANALYSIS Shear(k Moment(f k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup SAVE ANALYSIS 1 0 00 -0 03 0 00 0 00 0 00 0 02 Shear(k Moment(f -k 2 0 25 -0 25 0 02 -1 23 9 94 0 00 Span Left Left Right Right Left Left MidSpan Right Right 3 0 78 -0 78 0 00 -4 06 10 46 0 00 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 4 0 26 -0 26 0 00 1 38 10 46 0 00 5 0 73 -0 74 0 00 -3 60 9 85 0 06 1 0 00 -0 22 0 00 0 00 0 00 0 15 6 0 10 0 00 0 06 0 00 1 29 0 00 2 1 14 -0 88 0 15 -4 54 9 89 0 00 3 0 89 -0 89 0 00 -4 63 10 46 0 00 4 0 89 -0 89 0 00 -4 63 10 46 0 00 SHEET 93 of 263 Span Shear(k Moment(f -k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 RS -0 03 19 85 0 00 RS 0 02 15 25 0 00 LS 0 00 0 02 2 LS 0 25 19 85 0 01 MS 1 23 15 25 0 08 LS 0 00 -0 11 3 LS 0 78 19 85 0 04 MS -4 06 15 25 0 27 LS 0 00 -0 41 4 RS -0 26 19 85 0 01 MS -1 38 15 25 0 09 LS 0 00 -0 14 5 RS -0 74 19 85 0 04 MS -3 60 15 25 0 24 LS 0 00 -0 33 6 LS 0 10 19 85 0 00 LS 0 06 15 25 0 00 LS 0 00 0 07 LOAD COMBINATION #18 DL+CL+SL +AUX8 HCI Steel bu(idings Inc. +1212008 Job No l 3869 1:1 Customer' CLALLAM BUILDERS AND 1 modify 1 I Date 1 4/2/2008 'Description! WESTPORT SHIPYARD INTERIOR Designed Byl DLB MCI STEEL BUILDING I SYSTEMS. INC. Checked By I V41 3869 Eave Design Report (Wall 2) 4/ 2/08 9 Olam 5 0 83 84 0 00 -4 11 9 85 0 07 6 0 11 0 00 0 07 0 00 1 29 0 00 STRENGTH /DEFLECTION Span Shear(k Moment(f-k Mom +Shr Deflection(in) Id Loc Calc Allow LTC Loc Calc Allow UC Loc OC Calc Allow UNBRACE LENGTHS DEFLECTION Page 187 Of 526 Page 188 Of 526 1 Job No l 3869 l modify I Customer' CLALLIO4 BUILDERS AND 1 9/2/2008 Description) WESTPORT SHIPYARD INTERIOR Designed Byl DLB Checked By I V41 3869 ea_�= Eave Design Report (Wall 2) 4/ 2/08 9 Olam HCI S i ttL BUILDIN G SYSTEMS. INC. SHEET 94 of 263 3 -0 27 1 67 0 16 4 0 27 1 67 0 16 5 -0 21 1 58 0 13 6 0 04 LOAD COMBINATION 1k 2 1 6SL Span DEFLECTION(in) 1 RS -0 22 19 85 0 01 RS 0 15 15 25 0 01 LS 0 00 0 09 Id Calc Allow Ratio 2 LS 1 14 19 85 0 06 MS -4 54 15 25 0 30 LS 0 00 -0 42 3 LS 0 89 19 85 0 04 MS -4 63 15 25 0 30 LS 0 00 -0 47 1 0 09 4 LS 0 89 19 85 0 04 MS 63 15 25 0 30 LS 0 00 -0 47 2 -0 42 1 58 0 27 5 RS -0 84 19 85 0 04 MS -4 11 15 25 0 27 LS 0 00 -0 38 3 -0 53 1 67 0 32 6 LS 0 11 19 85 0 01 LS 0 07 15 25 0 00 LS 0 00 0 08 4 -0 53 1 67 0 32 5 -0 42 1 58 0 27 6 0 09 Available =ao_ .aim Reduction 3869 Eave Strut Report (Wall 4) 4/ 2/08 9 Olam Span Minor Cb Factor =s Id Major LS LL MS RL RS LS LL MS RL RS Out In 1 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 2 19 8 19 8 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 Wall Bay Eave Load Axial(k Moment(f k Axl +Mom 3 20 9 20 9 0 0 0 0 0 0 20 9 1 00 1 00 1 00 1 00 1 00 1 00 0 40 Id Id Size Id Calc Allow UC Calc Allow UC UC 4 20 9 20 9 0 0 0 0 0 0 20 9 1 00 1 00 1 00 1 00 1 00 1 00 0 40 5 19 8 19 8 0 0 0 0 0 0 19 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 4 4 9000010 1 1 31 17 97 0 07 1 50 15 25 0 10 0 17 6 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 2 1 31 17 97 0 07 2 43 6 10 0 40 0 47 3 1 87 30 54 0 06 1 23 25 93 0 05 0 11 4 1 87 30 54 0 06 -0 18 25 93 0 01 0 07 4 3 9G00U10 1 4 35 17 97 0 24 1 69 15 25 0 11 0 36 2 4 35 17 97 0 24 2 74 6 10 0 45 0 72 3 19 08 30 54 0 62 1 38 25 93 0 05 0 69 4 19 08 30 54 0 62 -0 20 25 93 0 01 0 63 LOAD COMBINATION 8 1 LL Added Eave Strut 4 3 92251112 1 2 93 10 96 0 27 Span DEFLECTION(in) 2 2 93 10 96 0 27 Id Calc Allow Ratio 3 12 88 18 63 0 69 4 12 88 18 63 0 69 1 0 04 2 -0 21 1 58 0 13 4 2 9000010 1 4 35 17 97 0 24 1 69 15 25 0 11 0 36 HCI Steel buildings, Inc 4/2/2008 Job No 1 3869 Customer I CLALLAM BUILDERS AND Description WESTPORT SHIPYARD INTERIOR HCI STEEL BUILDING 1 SYSTEMS. INC. r 386 9 Eave Strut Report (Wall 4) 2/08 9 Olam 2 9 35 17 97 0 24 2 79 7 12 0 38 0 65 3 18 02 30 54 0 59 1 38 25 93 0 05 0 65 4 18 02 30 54 0 59 -0 20 25 93 0 01 0 60 Added Eave Strut 4 2 9125012 SAVE LAYOUT 1 9000010 1 29 4 2 9000010 19 79 3 3 9000010 20 92 2 4 9000010 20 92 1 5 9000014 19 79 6 9000014 1 29 1 2 93 10 96 0 27 2 2 93 10 96 0 27 3 12 16 18 63 0 65 4 12 16 18 63 0 65 modify 1 Date 1 4/2/2008 I De agned ByI DLB Checked By I V41 2 44 0 1 9 8 9 8 2 44 0 1 150 4 150 4 2 44 0 1 159 0 159 0 2 44 0 1 159 0 159 0 2 44 0 1 81 9 81 9 2 44 0 1 5 3 5 3 Total(lb)- 565 5 Purlin DL= 2 76 (psf Page 189 Of 526 Page 190 Of 526 Job No 1 3869 1 modify 1 111 Customer I CLALLAM BUILDERS AND 1 Date 1 9/2/2008 Des craptionl WESTPORT SHIPYARD INTERIOR Designed B DLB HCI STEEL BUILDING Checked By SYSTEMS. INC. 1 I v41 SAVE ANALYSIS UNBRACE LENGTHS SHEET 95 of 263 LOAD COMBINATION 1 DL +CL +LL 3869 Eave De Report t (Wall 4) 4/ 2/08 9 Olam Shear(k Moment(f -k 4 1 9000014 1 1 31 9 07 0 14 1 50 6 88 0 22 0 36 Span Left Left Right Right Left Left MidSpan Right Right 2 1 31 9 07 0 14 2 43 6 88 0 35 0 50 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 3 1 87 15 41 0 12 1 23 11 70 0 10 0 23 4 1 87 15 91 0 12 -0 18 11 70 0 01 0 14 1 0 00 -0 09 0 00 0 00 0 00 0 06 2 0 72 -0 72 0 06 -3 54 9 94 0 00 3 0 76 -0 76 0 00 -3 98 10 46 0 00 3869 Eave Design Report (Wall 4) 4/ 2/08 9 Olam 4 0 76 -0 76 0 00 -3 98 10 46 0 00 5 0 72 -0 72 0 00 -3 54 9 85 0 06 6 0 09 0 00 0 06 0 00 1 29 0 00 EAVE STRUT STRENGTH /DEFLECTION WALL 44 Span Shear(k Moment(f -k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc DC Calc Allow 1 RS -0 09 19 85 0 00 RS 0 06 15 25 0 00 LS 0 00 0 07 2 LS 0 72 19 85 0 04 MS -3 54 15 25 0 23 LS 0 00 -0 32 3 LS 0 76 19 85 0 04 MS 3 98 15 25 0 26 LS 0 00 -0 41 Bay Span Eave Span Lap(ft) Load No No Unit Total 4 LS 0 76 19 85 0 04 MS 3 98 15 25 0 26 LS 0 00 -0 41 Id Id Size (ft) Left Right Width Brace Row Weight Weight 5 RS -0 72 4 00 0 18 MS 3 54 6 88 0 51 LS 0 00 -0 59 6 LS 0 09 4 00 0 02 LS 0 06 6 88 0 01 LS 0 00 0 12 Available Reduction Span Minor- Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In 1 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 2 19 8 19 8 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 3 20 9 20 9 0 0 0 0 0 0 20 9 1 00 1 00 1 00 1 00 1 00 1 00 0 40 HCI Steel buildings, Inc. 4/2008 Page 191 Of 526 Page 192 Of 526 I Job No 1 3869 1 modify 1 Job No l 3869 I modify Customer I CLALLAM BUILDERS AND I Date 1 9/2/2008 "mil Customer CLALLAM BUILDERS AND I Date 1 9/2/2008 I Descriphion I BA WESTPORT SHIPYARD INTERIOR HC! STEEL BUILDING WESTPORT SHIPYARD INTERIOR Designe D LB HCI STEEL BUILDING Description Designed DLB SYSTEMS. INC. 1 l Checked BY l V41 SYSTEMS INC. 1 l Checked By I V41 .__ems___ ____�aQe�.ams 3869 Eave Design Report (Wall 4) 4/ 2/08 9 Olam 3869 m Eave Design Report (Wall 4) 4/ 2/08 9 Olam =emmo.a...a =mm� =manse >C_ 4 20 9 14 8 0 0 0 0 0 0 2 2 1 00 1 00 1 00 1 00 1 00 1 00 0 40 5 19 8 0 0 0 0 0 0 0 0 4 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 DO 0 60 6 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 2 19 8 19 8 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 3 20 9 20 9 0 0 0 0 0 0 20 9 1 00 1 00 1 00 1 00 1 00 1 00 0 40 4 20 9 14 8 0 0 0 0 0 0 2 2 1 00 1 00 1 00 1 00 1 00 1 00 0 40 5 19 8 2 0 0 0 0 0 0 0 4 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 6 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 LOAD COMBINATION 2 DL+CL +1 65L EAVE ANALYSIS Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup STRENGTH /DEFLECTION SHEET 96 of 263 LOAD COMBINATION 3 DL +CL +0 75LL +0 75WP SAVE ANALYSIS 1 0 00 -0 16 0 00 0 00 0 00 0 10 Shear(k Moment(f -k 2 1 20 -1 19 0 10 -5 84 9 94 0 00 Span Left Left Right Right Left Left MidSpan Right Right 3 1 26 1 26 0 00 -6 58 10 46 0 00 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 4 1 26 1 26 0 00 -6 58 10 46 0 00 5 1 19 -1 20 0 00 -5 84 9 85 0 10 1 0 00 -0 10 0 00 0 00 0 00 0 07 6 0 16 0 00 0 10 0 00 1 29 0 00 2 0 80 -0 80 0 07 -3 92 9 94 0 00 3 0 84 -0 84 0 00 -4 42 10 46 0 00 4 0 84 -0 84 0 00 -4 42 10 46 0 00 5 0 80 -0 80 0 00 -3 92 9 85 0 07 6 0 10 0 00 0 07 0 00 1 29 0 00 Span Shear(k Moment(f -k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow STRENGTH /DEFLECTION 1 RS -0 16 19 85 0 01 RS 0 10 15 25 0 01 LS 0 00 0 11 2 LS 1 20 19 85 0 06 MS -5 84 15 25 0 38 LS 0 00 -0 53 Span Shear(k Moment(f -k Mom +Shr Deflection(in) 3 LS 1 26 19 85 0 06 MS -6 58 15 25 0 43 LS 0 00 -0 67 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 4 LS 1 26 19 85 0 06 MS -6 58 15 25 0 43 LS 0 00 -0 67 5 RS -1 20 4 00 0 30 MS -5 84 6 88 0 85 LS 0 00 -0 97 1 RS -0 10 19 85 0 01 RS 0 07 15 25 0 00 LS 0 00 0 07 6 LS 0 16 4 00 0 04 LS 0 10 6 88 0 01 LS 0 00 0 20 2 LS 0 80 19 85 0 04 MS 3 92 15 25 0 26 LS 0 00 -0 36 3 LS 0 84 19 85 0 04 MS -4 42 15 25 0 29 LS 0 00 -0 45 UNBRACE LENGTHS 4 LS 0 84 19 85 0 04 MB -4 42 15 25 0 29 LS 0 00 -0 45 5 RS -0 80 4 00 0 20 MS 3 92 6 88 0 57 LS 0 00 -0 65 Available 6 LS 0 10 4 00 0 03 LS 0 07 6 88 0 01 LS 0 00 0 13 Reduction Span -Minor Cb Factor UNBRACE LENGTHS Id Major LS LL MS RL RS LS LL MS RL RS Out In HCI Steel Buildings, Inc. 4/2/2008 I Job No 1 3869 _Customer' CLALLAM BUILDERS AND Description) WESTPORT SHIPYARD INTERIOR HCI STEEL BUILDING I SYSTEMS. INC. 3869 Eave Design Report (Wall 4) 4/ 2/08 9 Olam Available Reduction Span Minor Cb- Factor Id Major LS LL MS RL RS LS LL MS RL Rs Out In 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 2 19 8 19 8 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 3 20 9 20 9 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 4 20 9 14 8 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 5 19 8 2 0 0 0 0 0 0 0 4 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 6 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 LOAD COMBINATION 4 DL +CL +0 75SL +0 75WP SAVE ANALYSIS modify I I Date 1 4/2/2008 Desi BA DLB Checked By I V41 Span Shear(k Moment(f -k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 55 -0 12 19 85 0 01 RS 0 07 15 25 0 00 LS 0 00 0 08 2 LS 0 89 19 85 0 04 MS -4 35 15 25 0 29 LS 0 00 -0 40 3 RS -0 94 19 85 0 05 MS -4 90 15 25 0 32 LS 0 00 -0 50 4 RS -0 94 19 85 0 05 MS -4 90 15 25 0 32 LS 0 00 -0 50 5 RS -0 89 4 00 0 22 MS -4 35 6 88 0 63 LS 0 00 -0 72 Page 193 Of 526 Page 194 Of 526 SHEET 97 of 263 I Job No 1 3869 1:1 Customer I CLALLAM BUILDERS AND 'Description' WESTPORT SHIPYARD INTERIOR HCI STEEL BUILDING I SYSTEMS. INC. modify 1 I Date 1 4/2/2008 Designed Byl DLB Checked By' V41 n■e =e 3869 Rave Report (Wall 4) 4/ 2/08 9 Olam 6 LS 0 12 4 00 0 03 LS 0 07 6 88 0 01 LS 0 00 0 15 UNBRACE LENGTHS Available Reduction Span -Minor Cb Factor Id Major L5 LL MS RL RS LS LL M5 RL RS Out In 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 OD 0 60 2 19 8 19 8 0 0 0 0 0 0 19 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 3 20 9 20 9 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 4 20 9 14 8 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 5 19 8 2 0 0 0 0 0 0 0 4 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 6 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 LOAD COMBINATION If 5 0 6DL +WS Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup SAVE ANALYSIS 1 0 00 -0 12 0 00 0 00 0 00 0 07 Shear(k Moment(f -k 2 0 89 -0 88 0 07 -4 35 9 94 0 00 Span Left Left Right Right Left Left MidSpan Right Right 3 0 94 -0 94 0 00 -4 90 10 46 0 00 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 4 0 94 -0 94 0 00 -4 90 10 46 0 00 5 0 88 -0 89 0 00 -4 35 9 85 0 07 1 0 00 0 09 0 00 0 00 0 00 -0 06 6 0 12 0 00 0 07 0 00 1 29 0 00 2 -0 93 0 75 -0 06 3 85 9 81 0 00 3 -0 75 0 75 0 00 3 95 10 46 0 00 4 -0 75 0 75 0 00 3 95 10 46 0 00 STRENGTH /DEFLECTION 5 -0 75 0 93 0 00 3 85 9 98 -0 06 6 -0 09 0 00 -0 06 0 00 1 29 0 00 STRENGTH /DEFLECTION Span Shear(k Moment(f -k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 RS 0 09 19 85 0 00 RS -0 06 15 25 0 00 LS 0 00 -0 08 HCI Steel buildings, Inc. i/2/2008 ill Job No 3869 Customer I CTRL AM BUILDERS AND DescriptionI WESTPORT SHIPYARD INTERIOR HCI STEEL BUILDING 1 SYSTEMS. INC. 3869 Eave Design Report (Wall 4) ONBRACE LENGTHS Imodify I Hate Designed BYl DLB Checked BY 1 V41 1 4/2/2008 4/ 2/08 9 Olam 2 LS -0 93 19 85 0 05 MS 3 85 6 10 0 63 LS 0 00 0 36 3 LS -0 75 19 85 0 04 MS 3 95 6 10 0 65 LS 0 00 0 40 4 LS -0 75 19 85 0 04 MS 3 95 7 12 0 55 LS 0 00 0 40 5 RS 0 93 4 00 0 23 640 3 85 6 88 0 56 LS 0 00 0 65 6 LS -0 09 4 00 0 02 LS -0 06 6 88 0 01 LS 0 00 -0 14 Available Reduction Span Minor Cb Factor UNBRACE LENGTHS Id Major LS LL MS RL R5 LS LL MS RL RS Out In Available 1 1 3 1 3 0 0 1 3 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 60 Reduction 2 19 8 D 0 19 8 19 8 19 8 19 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 Span Minor- Cb Factor 3 20 9 20 9 20 9 20 9 20 9 20 9 1 00 1 00 1 00 1 00 1 00 1 00 0 40 id Major LS LL MS RL RS LS LL MS RL RS Out In 4 20 9 14 8 14 8 14 8 4 0 2 2 1 00 1 00 1 00 1 00 1 00 1 00 0 40 5 19 8 2 0 4 0 5 0 4 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 6 1 3 0 0 0 0 0 0 0 0 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 2 19 8 19 8 0 0 0 0 0 0 19 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 3 20 9 20 9 0 0 0 0 0 0 20 9 1 00 1 00 1 00 1 00 1 00 1 00 0 40 4 20 9 14 8 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 LOAD COMBINATION 6 DL+CL +SL /2 +AUX3 5 19 8 0 0 0 0 0 0 0 0 4 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 6 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 EAVE ANALYSIS Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0 00 -0 11 0 00 0 00 0 00 0 07 2 0 85 -0 84 0 07 -4 15 9 94 0 00 3 0 89 -0 89 0 00 -4 68 10 46 0 00 4 0 58 -0 58 0 00 3 01 10 46 0 00 5 0 54 -0 55 0 00 2 67 9 85 0 05 6 0 07 0 00 0 05 0 00 1 29 0 00 STRENGTH /DEFLECTION Page 195 Of 526 Page 196 Of 526 HCI SI EeL BUILDING SYSTEMS. INC. v 3869 Eave Design Report (Wall 4) 4/ 2/08 9 Olam Span v6na6 Shear(k vv Moment(f k .vavp6 Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 RS -0 11 19 85 0 01 RS 0 07 15 25 0 00 LS 0 00 0 08 2 LS 0 85 19 85 0 04 MS -4 15 15 25 0 27 LS 0 00 -0 38 3 LS 0 89 19 85 0 05 MS -4 68 15 25 0 31 LS 0 00 -0 48 4 RS -0 58 19 85 0 03 MS -3 01 15 25 0 20 LS 0 00 -0 31 5 RS -0 55 4 00 0 14 MS 2 67 6 88 0 39 LS 0 00 -0 44 6 LS 0 07 4 00 0 02 LS 0 05 6 88 0 01 LS 0 00 0 09 LOAD COMBINATION 7 DL +CL +SL /2 +AUX4 EAVE ANALYSIS SHEET 98 of 263 Job No 1 3869 Customer' CLALLAM BUILDERS AND Description) WESTPORT SHIPYARD INTERIOR I 1 modify 1 I Date 1 4/2/2008 I Designed BIl DLB Checked BY 1 V41 Shear(k Moment(f k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0 00 -0 07 0 00 0 00 0 00 0 05 2 0 55 -0 54 0 05 2 67 9 94 0 00 3 0 89 -0 89 0 00 -4 68 10 46 0 00 4 0 89 -0 89 0 00 -4 68 10 46 0 00 5 0 54 -0 55 0 00 2 67 9 85 0 05 6 0 07 0 00 0 05 0 00 1 29 0 00 STRENGTH /DEFLECTION UNBRACE LENGTHS EAVE ANALYSIS HCI Steel Buildings, Inc. /2/2008 1:1 I Job No 1 3869 Customer' CLALLAM BUILDERS AND Descraptionl WESTPORT SHIPYARD INTERIOR HCI STEEL BUIDING I SYS I EMS. INC. aa.=- -6= a Eave Design Report (Wall 3869 4) modify I Date 1 4/2/2008 Designed By' DLB Checked By I V41 4/ 2/08 9 Olam Span Shear(k Molnent(f -k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0 00 -0 07 0 00 0 00 0 00 0 05 2 0 55 -0 54 0 05 -2 67 9 94 0 00 Page 197 Of 526 Page 198 Of 526 HCI STEEL BUILDING SYSTEMS. INC. 3869 Ea a ve___Design Report (Wall 4) 4/ 2/08 9 Olam 3 0 58 4 0 89 5 0 84 6 0 11 STRENGTH /DEFLECTION 1 RS -0 07 19 85 0 00 RS 0 05 15 25 0 00 LS 0 00 0 05 2 LS 0 55 19 85 0 03 MS 2 67 15 25 0 18 LS 0 00 -0 24 Span Shear(k Moment(f -k Mom +Shr Deflection(in) 3 LS 0 89 19 85 0 05 MS -4 68 15 25 0 31 LS 0 00 -0 48 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 4 LS 0 89 19 85 0 05 MS -4 68 15 25 0 31 LS 0 00 -0 48 5 RS -0 55 4 00 0 14 MS -2 67 6 88 0 39 LS 0 00 -0 44 1 RS -0 07 19 85 0 00 RS 0 05 15 25 0 00 LS 0 00 0 05 6 LS 0 07 4 00 0 02 LS 0 05 6 88 0 01 LS 0 00 0 09 2 LS 0 55 19 85 0 03 MS -2 67 15 25 0 18 LS 0 00 -0 24 3 RS -0 58 19 85 0 03 MS -3 01 15 25 0 20 LS 0 00 -0 31 4 LS 0 89 19 85 0 05 MS -4 68 15 25 0 31 LS 0 00 -0 48 5 RS -0 85 4 00 0 21 MS -4 15 6 88 0 60 LS 0 00 -0 69 Available 6 LS 0 11 4 00 0 03 LS 0 07 6 88 0 01 LS 0 00 0 14 Reduction Span Minor -Cb Factor UNBRACE LENGTHS Id Major LS LL MS RL RS LS LL MS RL RS Out In Available 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 Reduction 2 19 8 19 8 0 0 0 0 0 0 19 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 Span Minor Cb Factor 3 20 9 20 9 0 0 0 0 0 0 20 9 1 00 1 00 1 00 1 00 1 00 1 00 0 40 Id Major LS LL MS RL RS LS LL MS RL RS Out In 4 20 9 14 8 0 0 0 0 0 0 2 2 1 00 1 00 1 00 1 00 1 00 1 00 0 40 5 10 8 0 0 0 0 0 0 0 0 4 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 6 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 2 19 8 19 8 0 0 0 0 0 0 19 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 3 20 9 20 9 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 4 20 9 14 8 0 0 0 0 0 0 2 2 1 00 1 00 1 00 1 00 1 00 1 00 0 40 LOAD COMBINATION H 8 DL +CL+SL /2 +AUX5 5 19 8 0 0 0 0 0 0 0 0 4 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 6 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 LOAD COMBINATION 9 9 DL +CL +SL /2 +AUX1 EAVE ANALYSIS SHEET 99 of 263 Job 140 1 3869 I modify customer' CLALLAM BUILDERS AND 1 Date 1 4/2/2008 Description 1 WESTPORT SHIPYARD INTERIOR I Designed ByI DLB Checked By I V41 0 58 0 00 0 89 0 00 0 85 0 00 0 00 0 07 3 01 10 46 4 68 10 46 -4 15 9 85 0 00 1 29 0 00 O 00 O 07 0 00 Shear(k Moment(f k Span Left Left Right Right Left Left MidSpan Right Right HCI Steel Buildings, Inc. 42/2008 1 Job Not 3869 I m°di 1 ryeCustomer I CLALLAM BUILDERS AND I Date 1 4/2/2008 �Descriptionl WESTPORT SHIPYARD INTERIOR De igned B DLB HCI STEEL BUILDING Checked SYSTEMS. INC. I 1 By I V41 an 3869 Eave Design Report (Wall 4) a a�da 4/ 2/08 II 9Olam Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0 00 2 0 85 3 0 58 4 0 58 5 0 54 6 0 07 STRENGTH /DEFLECTION Span Shear(k Moment(f -k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 RS -0 11 19 85 0 01 RS 0 07 15 25 0 00 LS 0 00 0 08 2 LS 0 85 19 85 0 04 MS -4 15 15 25 0 27 LS 0 00 -0 38 3 RS -0 58 19 85 0 03 115 3 01 15 25 0 20 LS 0 00 -0 31 4 RS -0 58 19 85 0 03 MS 3 01 15 25 0 20 LS 0 00 -0 31 5 RS -0 55 4 00 0 14 MS -2 67 6 88 0 39 LS 0 00 -0 44 6 LS 0 07 4 00 0 02 LS 0 05 6 88 0 01 LS 0 00 0 09 UNBRACE LENGTHS Available Reduction Span Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In Page 199 of 526 Page 200 Of 526 HCI Si ttL BUILDING SYSTEMS. INC. STRENGTH /DEFLECTION UNBRACE LENGTHS SHEET 100 of 263 1 Job No 3869 I modify Customer' CLALLAM BUILDERS AND I Date 1 9/2/2008 Description) NESTPORT SHIPYARD INTERIOR I I Designed By! DLB Checked By 1 V41 3869 Eave Design Report (Wall 4) 4/ 2/08 9 Olam EAVE ANALYSIS 0 11 0 00 0 00 0 00 0 07 Shear(k Moment(f -k -0 84 0 07 -4 15 9 94 0 00 Span Left Left Right Right Left Left MidSpan Right Right 0 58 0 00 -3 01 10 46 0 DO Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup -0 58 0 00 3 01 10 46 0 00 0 55 0 00 2 67 9 85 0 05 1 0 00 -0 07 0 00 0 00 0 00 0 05 0 00 0 05 0 00 1 29 0 00 2 0 55 -0 54 0 05 -2 67 9 94 0 00 3 0 58 -0 58 0 00 -3 01 10 46 0 00 4 0 58 -0 58 0 00 -3 01 10 46 0 00 5 0 84 -0 85 0 00 -4 15 9 85 0 07 6 0 11 0 00 0 07 0 00 1 29 0 00 Span Shear(k Moment(f k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 RS -0 07 19 85 0 00 RS 0 05 15 25 0 00 LS 0 00 0 05 2 LS 0 55 19 85 0 03 MS 2 67 15 25 0 18 LS 0 00 -0 24 3 RS -0 58 19 85 0 03 MS 3 01 15 25 0 20 LS 0 00 -0 31 4 RS -0 58 19 85 0 03 MS 3 01 15 25 0 20 LS 0 00 -0 31 5 RS -0 85 4 00 0 21 MS -4 15 6 88 0 60 LS 0 00 -0 69 6 LS 0 11 4 00 0 03 LS 0 07 6 88 0 01 LS 0 00 0 14 Available 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 Reduction 2 19 8 19 8 0 0 0 0 0 0 19 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 Span Minor Cb Factor 3 20 9 20 9 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 Id Major LS LL MS RL RS LS LL MS RL RS Out In 4 20 9 14 8 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 5 19 8 0 0 0 0 0 0 0 0 4 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 DO 1 00 0 60 6 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 2 19 8 19 8 0 0 0 0 0 0 19 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 3 20 9 20 9 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 4 20 9 14 8 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 LOAD COMBINATION 610 DL +CL +SL /2 +AOX2 5 19 8 0 0 0 0 0 0 0 0 4 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 6 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 LOAD COMBINATION 411 DL +CL +SL -1 OAUX1 HCI Steel Buildings, Inc. /2/2008 Job No 1 3869 Cuatamer 1 CLALLAH BUILDERS AND I Date 1 4/2/2008 Description' WESTPORT SHIPYARD INTERIOR 1 Designed S DLB HCI STEEL BUILDING SYSTEMS. INC. I 1 I checked By' V41 iYLiiY) I 3869 Eave Design Report (Wall 4) 4/ 2/08 9 Olam HAVE ANALYSIS STRENGTH /DEFLECTION Span Shear(k Moment(f -k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow Page 201 Of 526 Page 202 Of 526 Job No 1 3869 1 modify 1 Customer I CLALLAM BUILDERS AND 1 Date 1 4/2/2008 Description) WESTPORT SHIPYARD INTERIOR 1 Designed BYI DLB HCI STEEL BUILDING SYSTEMS. INC. 1 1 Checked BY I V41 3869 Save Design Report (Wall 4) amic 4/ 2/08 9 01am 000eee� ���eseae�� °oo= 6 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 LOAD COMBINATION 812 DL +CL +SL -1 OAUX2 Shear(k Moment(f-k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup EAVE ANALYSIS 1 0 00 -0 07 0 00 0 00 0 00 0 05 Shear(k Moment (f k 2 0 54 -0 53 0 05 -2 63 9 94 0 00 Span Left Left Right Right Left Left MidSpan Right Right 3 0 89 -0 89 0 00 -4 63 10 46 0 00 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 4 0 89 -0 89 0 00 -4 63 10 46 0 00 5 0 83 -0 84 0 00 -4 11 9 85 0 07 1 0 00 -0 11 0 00 0 00 0 00 0 07 6 0 11 0 00 0 07 0 00 1 29 0 00 2 0 84 -0 83 0 07 -4 11 9 94 0 00 3 0 89 -0 89 0 00 -4 63 10 46 0 00 4 0 89 -0 89 0 00 -4 63 10 46 0 00 5 0 53 -0 54 0 00 -2 63 9 85 0 05 6 0 07 0 00 0 05 0 00 1 29 0 00 STRENGTH /DEFLECTION 1 RS -0 07 19 85 0 00 RS 0 05 15 25 0 00 LS 0 00 0 05 2 LS 0 54 19 85 0 03 MS -2 63 15 25 0 17 LS 0 00 -0 24 Span Shear(k Moment(f -k Mom +Shr Deflection(in) 3 LS 0 89 19 85 0 04 MS -4 63 15 25 0 30 LS 0 00 -0 47 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 4 LS 0 89 19 85 0 04 MS -4 63 15 25 0 30 LS 0 00 -0 47 5 RS -0 84 4 00 0 21 MS -4 11 6 88 0 60 LS 0 00 -0 68 1 RS -0 11 19 85 0 01 RS 0 07 15 25 0 00 LS 0 00 0 06 6 LS 0 11 4 00 0 03 LS 0 07 6 88 0 01 LS 0 00 0 14 2 LS 0 84 19 85 0 04 845 -4 11 15 25 0 27 LS 0 00 -0 38 3 LS 0 89 19 85 0 04 MS -4 63 15 25 0 30 LS 0 00 -0 47 UNBRACE LENGTHS 4 LS 0 89 19 85 0 04 MS -4 63 15 25 0 30 LS 0 00 -0 47 5 RS -0 54 4 00 0 13 MS 2 63 6 88 0 38 LS 0 00 -0 44 Available 6 LS 0 07 4 00 0 02 LS 0 05 6 88 0 01 LS 0 00 0 09 Reduction Span Minor Cb Factor UNBRACE LENGTHS Id Major LS LL MS RL RS LS LL MS RL RS Out In Available 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 Reduction 2 19 8 19 8 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 Span Minor -Cb Factor 3 20 9 20 9 0 0 0 0 0 0 20 9 1 00 1 00 1 00 1 00 1 00 1 00 0 40 Id Major LS LL MS RL RS LS LL MS RL RS Out In 4 20 9 14 8 0 0 0 0 0 0 2 2 1 00 1 00 1 00 1 00 1 00 1 00 0 40 5 19 8 2 0 0 0 0 0 0 0 4 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 SHEET 101 of 263 HCI Steel Buildings, Inc. 42/2008 Page 203 Of 526 Page 204 Of 526 Job No 1 3869 I modify I I Job No 1 3869 I modify 1:1 Customer I CLALLAM BUILDERS AND I Date 1 4/2/2008 '�yyi3l G Customer! CLALLAM BUILDERS AND I Date 19/2/20D8 Description WESTPORT SHIPYARD INTERIOR Designed By' DLB I. Description) WESTPORT SHIPYARD INTERIOR I Designed Byl DLB HCI STEEL BUILDING i I HCI STEEL BUILDING 1 C hecked SYSTEMS. INC. I Checked By l V91 SYSTEMS. INC. ec Checked R. I V41 3869 Eave Design Report (Wa ll 4) 4/ 2/08 9 Olam 3869 Eave Design Report (Wall 4)� =m =ems= 4/ 2 /OB 9 Olam Span Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 2 19 8 19 8 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 3 20 9 20 9 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 4 20 9 14 8 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 5 19 8 0 0 0 0 0 0 0 0 4 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 6 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 2 198 19 8 0 0 0 0 00198 100100100100100 1 00 0 40 3 20 9 20 9 0 0 0 0 0 0 20 9 1 00 1 00 1 00 1 00 1 00 1 00 0 40 4 20 9 14 8 0 0 0 0 0 0 2 2 1 00 1 00 1 00 1 00 1 00 1 00 0 40 5 19 8 2 0 0 0 0 0 0 0 4 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 6 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 LOAD COMBINATION #13 DL +CL +1 6AOX3 EAVE ANALYSIS Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup STRENGTH /DEFLECTION Span Shear(k Moment(f -k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow LOAD COMBINATION #14 DL +CL +1 6AUX4 EAVE ANALYSIS 1 0 00 -0 10 0 00 0 00 0 DO 0 06 Shear(k Moment(f -k 2 0 74 -0 73 0 06 3 60 9 94 0 00 Span Left Left Right Right Left Left MidSpan Right Right 3 0 78 -0 78 0 00 -4 06 10 46 0 00 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 4 0 26 -0 26 0 00 -1 38 10 46 0 00 5 0 25 -0 25 0 00 23 9 85 0 02 1 0 00 -0 03 0 00 0 00 0 00 0 02 6 0 03 0 00 0 02 0 00 1 29 0 00 2 0 25 -0 25 0 02 1 23 9 94 0 00 3 0 78 -0 78 0 00 -4 06 10 46 0 00 4 0 78 =0 78 0 00 06 10 46 0 00 5 0 25 -0 25 0 00 1 23 9 85 0 02 6 0 03 0 00 0 02 0 00 1 29 0 00 STRENGTH /DEFLECTION 1 RS -0 10 19 85 0 00 RS 0 06 15 25 0 00 LS 0 00 0 07 2 LS 0 74 19 85 0 04 MS -3 60 15 25 0 24 LS 0 00 -0 33 Span Shear(k Moment(f -k Mom +Shr Deflection(in) 3 LS 0 78 19 85 0 04 MS -4 06 15 25 0 27 LS 0 00 -0 41 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 4 LS 0 26 19 85 0 01 MS 1 38 15 25 0 09 LS 0 00 -0 14 5 RS -0 25 4 00 0 06 MS 1 23 6 88 0 18 LS 0 00 -0 20 1 RS -0 03 19 85 0 00 RS 0 02 15 25 0 00 LS 0 00 0 02 6 LS 0 03 4 00 0 01 LS 0 02 6 88 0 00 LS 0 00 0 04 2 LS 0 25 19 85 0 01 MS -1 23 15 25 0 08 LS 0 00 -0 11 3 LS 0 78 19 85 0 04 MS -4 06 15 25 0 27 LS 0 00 -0 41 UNBRACE LENGTHS 4 LS 0 78 19 85 0 04 MS -4 06 15 25 0 27 LS 0 00 -0 41 5 RS -0 25 4 00 0 06 MS -1 23 6 88 0 18 LS 0 00 -0 20 Available 6 IS 0 03 4 00 0 01 LS 0 02 6 88 0 DO LS 0 00 0 04 Reduction SHEET 102 of 263 1 HCI Steel buildings, Inc. +/2/2008 Page 205 Of 526 Page 206 Of 526 Job No 1 3869 I modify I Job No 1 3869 I modify I Customer' CLALLAM BUILDERS AND I D checked BYate E/2008 Customer I CLALLAM BUILDERS AND I Data 1 4/2/2008 Description' WESTPORT SHIPYARD INTERIOR Designed ByI Description' WESTPORT SHIPYARD INTERIOR I Designed Hyl DLB I I Checked By I V41 I Eave Design Report (Wall 4) 4/ 2/08 9 Olam 4 LS 0 78 19 85 0 04 MS -4 06 15 25 0 27 LS 0 00 -0 41 5 RS -0 74 4 00 0 18 MS -3 60 6 88 0 52 LS 0 00 -0 60 Available 6 LS 0 10 4 00 0 02 LS 0 06 6 88 0 01 LS 0 00 0 12 Reduction Span Minor Cb Factor UNBRACE LENGTHS Id Major LS LL MS RL RS LS LL MS AL RS Out In Available i 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 Reduction 2 19 8 19 8 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 Span -Minor Cb Factor 3 20 9 20 9 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 Id Major LS LL MS RL RS LS LL MS RL R5 Out In 4 20 9 14 8 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 5 19 8 0 0 0 0 0 0 0 0 4 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 6 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 2 19 8 19 8 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 3 20 9 20 9 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 DO 1 00 0 40 4 20 9 14 8 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 5 19 8 0 0 0 0 0 0 0 0 4 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 6 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 HCI STEEL BUILDING SYSTEMS. INC. 3869 Eave Design Report (Wall 4) 4/ 2/08 9 Olam UNBRACE LENGTHS LOAD COMBINATION 815 DL +CL +1 6AUX5 EAVE ANALYSIS Shear(k Moment(f-k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 3869 CI HCI STEEL BUILDING SYSTEMS, INC. EAVE ANALYSIS SHEET 103 of 263 LOAD COMBINATION 516 DL +CL +1 6AUX6 1 0 00 -0 03 0 00 0 00 0 00 0 02 Shear(k Moment(f k 2 0 25 -0 25 0 02 -1 23 9 94 0 00 Span Left Left Right Right Left Left MidSpan Right Right 3 0 26 -0 26 0 00 -1 38 10 46 0 00 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 4 0 78 -0 78 0 00 -4 06 10 46 0 00 5 0 73 -0 74 0 00 3 60 9 85 0 06 1 0 00 -0 10 0 00 0 00 0 00 0 06 6 0 10 0 00 0 06 0 00 1 29 0 00 2 0 74 -0 73 0 06 3 60 9 94 0 00 3 0 26 -0 26 0 00 1 38 10 46 0 00 4 0 78 -0 78 0 00 -4 06 10 46 0 00 STRENGTH /DEFLECTION 5 0 25 -0 25 0 00 1 23 9 85 0 02 6 0 03 0 00 0 02 0 00 1 29 0 00 Span Shear(k Moment(f k Mom +Shr Deflection(in) id Loc Calc Allow UC Loc Calc Allow 00 Loo UC Calc Allow STRENGTH /DEFLECTION 1 RS -0 03 19 85 0 00 RS 0 02 15 25 0 00 LS 0 00 0 02 2 LS 0 25 19 85 0 01 MS 1 23 15 25 0 08 LS 0 00 -0 11 Span Shear(k Moment(f k Mom +Shr Deflection(in) 3 LS 0 26 19 85 0 01 MS 1 38 15 25 0 09 LS 0 00 -0 14 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 RS -0 10 19 85 0 00 RS 0 06 15 25 0 00 LS 0 00 0 07 2 LS 0 74 19 85 0 04 MS -3 60 15 25 0.24 LS 0 00 -0 33 3 LS 0 26 19 85 0 01 MS -1 38 15 25 0 09 LS 0 00 -0 14 4 LS 0 78 19 85 0 04 MS -4 06 25 0 27 LS 0 00 -0 41 5 RS -0 25 4 00 0 06 MS 1 23 6 88 0 18 LS 0 00 -0 20 6 LS 0 03 4 00 0 01 LS 0 02 6 88 0 00 LS 0 00 0 04 UNBRACE LENGTHS SAVE ANALYSIS HCI Steel Bu ldings, Inc. 12/2008 I Job No 3869 I modify 1 I Customer CLALLAM BUILDERS AND I Date 1 4/2/2008 (Description De igned DLB WESTPORT SHIPYARD INTERIOR BA SYSTEMS. INC. HCI STEEL BUILDING I I Checked By V41 Available Reduction Span Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In Page 207 Of 526 HCI STEEL BUILDING 1 Checked By I =41 SYSTEMS. INC. 3869 Eave Design Report (Wall 4) 4/ 2/08 9 Olam 3869 Eave Design Report (Wall 4) 4/ 2/08 9 Olam STRENGTH /DEFLECTION Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup EAVE ANALYSIS SHEET 104 of 263 Job No 3869 I modify I Customer I CLALLAM BUILDERS AND 'Date 4/2/2008 Description' WESTPORT SHIPYARD INTERIOR De igned By' DL8 Span Shear(k Moment(f -k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 RS -0 03 19 85 0 00 RS 0 02 15 25 0 00 LS 0 00 0 02 2 LS 0 25 19 85 0 01 MS 1 23 15 25 0 08 LS 0 00 -0 11 3 LS 0 78 19 85 0 04 MS -4 06 15 25 0 27 LS 0 00 -0 41 4 LS 0 26 19 85 0 01 MS 1 38 15 25 0 09 LS 0 00 -0 14 5 RS -0 74 4 00 0 18 M5 -3 60 6 88 0 52 LS 0 00 -0 60 6 LS 0 10 4 00 0 02 LS 0 06 6 88 0 01 LS 0 00 0 12 UNBRACE LENGTHS Available 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 Reduction 2 19 8 19 8 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 span Minor Cb Factor 3 20 9 20 9 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 Id Major LS LL MS RL RS LS LL MS RL RS Out In 4 20 9 14 8 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 5 19 8 0 0 0 0 0 0 0 0 4 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 6 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 2 19 8 19 8 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 3 20 9 20 9 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 4 20 9 14 8 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 LOAD COMBINATION 817 DL +CL +1 6AUX7 5 19 8 0 0 0 0 0 0 0 0 4 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 6 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 LOAD COMBINATION ()18 DL +CL +SL +AUX8 1 0 00 -0 03 0 00 0 00 0 00 0 02 Shear(k Moment(f -k 2 0.25 -0 25 0 02 -1 23 9 94 0 00 Span Left Left Right Right Left Left MidSpan Right Right 3 0 78 -0 78 0 00 -4 06 10 46 0 00 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 4 0 26 -0 26 0 00 -1 38 10 46 0 00 5 0 73 -0 74 0 00 -3 60 9 85 0 06 1 0 00 -0 22 0 00 0 00 0 00 0 15 6 0 10 0 00 0 06 0 00 1 29 0 00 2 1 14 -0 88 0 15 -4 54 9 89 0 00 3 0 89 -0 89 0 00 -4 63 10 46 0 00 4 0 89 -0 89 0 00 -4 63 10 46 0 00 Page 208 Of 526 HCI Steel Buildings, Inc 4/2/2008 I Job No 1 3869 1 modify I Customer' CLALLAM BUILDERS AND 'Date 1 4/2/2008 Description WESTPORT SHIPYARD INTERIOR Designed By' DLB NCI STEEL BUILDING SYSTEMS. INC. I Checked By I V41 =ns_ _____vaaa__ »e eesa 3869 Eave Design Report (Wall 4) 4/ 2/08 9 Olam 3869 Eave Design Report (Wall 4) 4/ 2/08 9 Olam 5 0 83 -0 84 0 00 -4 11 9 85 0 07 3 -0 27 1 67 0 16 6 0 11 0 00 0 07 0 00 1.29 0 00 4 -0 27 1 67 0 16 5 -0 38 1 58 0 24 6 0 08 STRENGTH /DEFLECTION Span Shear(k Moment(f -k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow Span DEFLECTION(in) 1 RS -0 22 19 85 0 01 RS 0 15 15 25 0 01 LS 0 00 0 09 Id Calc Allow Ratio 2 LS 1 14 19 85 0 06 MS -4 54 15 25 0 30 1.5 0 00 -0 42 3 LS 0 89 19 85 0 04 MS -4 63 15 25 0 30 LS 0 00 -0 47 1 0 09 4 LS 0 89 19 85 0 04 MS -4 63 15 25 0 30 LS 0 00 -0 47 2 -0 42 1 58 0 27 5 RS -0 84 4 00 0 21 MS -4 11 6 88 0 60 1.5 0 00 -0 68 3 -0 53 1 67 0 32 6 LS 0 11 4 00 0 03 LS 0 07 6 88 0 01 LS 0 00 0 14 4 -0 53 1 67 0 32 5 -0 76 _1 58 0 48 6 0 16 UNBRACE LENGTHS Available Reduction Span Minor Cb Factor Id Major LS LL MS RL R5 LS LL MS RL RS Out In 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 2 19 8 19 8 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 3 20 9 20 9 0 0 0 0 0 0 20 9 1 00 1 00 1 00 1 00 1 00 1 00 0 40 4 20 9 14 8 0 0 0 0 0 0 2 2 1 00 1 00 1 00 1 00 1 00 1 00 0 40 5 19 8 2 0 0 0 0 0 0 0 4 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 6 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 DEFLECTION LOAD COMBINATION 1 LL Span DEFLECTION(in) Id Calc Allow Ratio 1 0 04 2 -0 21 1 58 0 13 Page 209 Of 526 SHEET 105 of 263 .Tab No 1 3869 Customer I CLALLAM BUILDERS AND Description' WESTPORT SHIPYARD INTERIOR NCI STEEL BUILDING 1 SYSTEMS, INC. C. LOAD COMBINATION 2 1 6SL 3869 ®a sQa Strut Bolt Report RAFTER CONNECTION Location Purlin Eave Strut RF Direct Bolt Direct Bolt EAVE STRUTS Wall Frm_Line Id Id Type 2 1 RF 2 2 RF 2 3 RF modify Date 1 4/2/2008 Designed BM DLB Checked By I V41 4/ 2/08 9 Olam Bolt_Selected Bolt_Capacity No Type Dia Wshr Calc Shear Bear Ratio 2 A325 0 625 0 1 82 13 81 9 05 0 20 2 A325 0 625 0 3 55 13 81 9 05 0 39 6 A325 0 625 0 19 00 41 42 27 16 0 70 Page 210 Of 526 HCI Steel Buildings, Inc. 4/2/2008 HCI STEEL BUILDING SYSTEMS. INC. 2 4 RF 2 5 RF 4 1 RF 4 2 RF 4 3 RE 4 4 RF 4 5 RF PURLINS 3869 Strut Bolt Report 4/ 2/08 9 Olam PURLIN STRUTS AT EAVE Job No 1 3869 modify 1 Customer CLALLAM BUILDERS AND I Date 1 4/2/2008 Description' WESTPORT SHIPYARD INTERIOR De rgned By' DLB Checked By I V41 6 A325 0 625 0 #8 19 00 41 42 27 16 0 70 2 A325 0 625 0 1 82 13 81 9 05 0 20 2 A325 0 625 0 1 87 13 81 9 05 0 21 6 A325 0 625 0 19 08 41 42 27 16 0 70 4 A325 0 625 0 #0 18 02 27 61 18 10 1 00 4 A325 0 625 0 #8 18 02 27 61 18 10 1 00 2 A325 0 625 0 1 87 13 81 4 89 0 38 Surf Frm_Line Bay Brace Bolt_Selected Load Bolt_Capacity Id Id Type Id Loc No Type Dia Wshr Id Calc Shear Bear Ratio 3 3 RF 100 00 6 A325 0 500 0 #0 1 12 82 26 51 16 69 0 77 3 4 RF 100 00 6 A325 0 500 0 1 12 82 26 51 16 69 0 77 2 2 RF 0 00 6 A325 0 500 0 #0 1 12 88 26 51 16 69 0 77 2 3 RF 0 00 6 A325 0 500 0 80 1 12 88 26 51 16 69 0 77 2 4 RF 0 00 6 A325 0 500 0 8# 1 12 16 26 51 16 69 0 73 Page 211 Of 526 Page 212 Of 526 HCI STEEL BUILDIN G I SYSTEMS. INC. PURLIN STRUTS SHEET 106 of 263 1:1 1 Job No 1 3869 I Customer I CLALLAN BUILDERS AND Description' WESTPORT SHIPYARD INTERIOR modify Date 1 4/2/2008 Designed -•I DLB Checked Sy' V41 3869 Strut Bolt Report 4/ 2/08 9 Olam 3 1 RF 50 00 2 A325 0 500 0 0 22 8 84 0 22 3 91 0 05 3 2 RF 50 00 2 A325 0 500 0 0 58 8 84 0 58 3 91 0 15 3 3 RF 50 00 2 A325 0 500 0 2 28 8 84 1 14 3 91 0 29 3 4 RF 50 00 2 A325 0 500 0 2 28 8 84 1 70 3 91 0 43 3 5 RF 50 00 2 A325 0 500 0 0 22 8 84 0 22 3 91 0 05 3 1 RF 60 87 2 A325 0 500 0 2 53 8 84 2 53 3 91 0 65 3 2 RF 60 87 2 A325 0 500 0 2 53 8 84 2 53 3 91 0 65 3 3 RF 60 87 4 A325 0 500 0 #0 8 88 17 67 5 58 7 83 0 71 3 4 RF 60 87 4 A325 0 500 0 00 8 88 17 67 7 16 7 83 0 91 3 5 RF 60 87 2 A325 -0 500 0 2 53 8 84 2 53 3 91 0 65 3 1 RF 80 48 2 A325 0 500 0 2 25 8 84 2 25 3 91 0 57 3 2 RF 80 48 2 A325 0 500 0 2 25 8 84 2 25 3 91 0 57 3 3 RF 80 48 4 A325 0 500 0 #011 39 17 67 7 21 7 83 0 92 3 4 RF 80 48 6 A325 0 500 0 ##10 49 26 51 8 33 11 74 0 71 3 5 RE 80 48 2 A325 0 500 0 2 25 8 84 2 25 3 91 0 57 Surf Frm_Line Bay Brace -Bolt Selected Load Bolt_Capacity--- Id Id Type Id Loc No Type Dia Wshr Id Calc Shear Bear Ratio 2 3 RF 19 52 6 A325 0 500 0 #0 3 6 76 26 51 9 53 0 71 Bolt_Capacity--- 2 4 RF 19 52 6 A325 0 500 0 3 6 76 26 51 9 53 0 71 Surf FrmLine Brace -Bolt Selected Shear Bearing 3 3 RF 80 48 6 A325 0 500 0 08 3 6 76 26 51 9 53 0 71 Id Id Type Loc No Type Dia Wshr Calc Allow Cale Allow Ratio 3 4 RF 80 48 6 A325 0 500 0 3 6 76 26 51 9 53 0 71 2 1 RF 19 52 2 A325 0 500 0 2 25 8 84 2 25 3 91 0 57 #NOTE Not standard bolt connection 2 2 RF 19 52 2 A325 0 500 0 2 25 8 84 2 25 3 91 0 57 2 3 RF 19 52 4 A325 0 500 0 #811 39 17 67 7 21 7 83 0 92 e 2 4 RF 19 52 6 A325 0 500 0 0010 49 26 51 8 33 11 74 0 71 3869 Screw Report 4/ 2/08 9 Olam 2 5 OF 19 52 2 A325 0 500 0 2 25 8 84 2 25 3 91 0 57 2 1 RE 39 13 2 A325 0 500 0 2 53 8 84 2 53 3 91 0 65 2 2 RF 39 13 2 A325 0 500 0 2 53 8 84 2 53 3 91 0 65 2 3 RF 39 13 4 A325 0 500 0 #8 8 88 17 67 5 58 7 83 0 71 2 4 RF 39 13 4 A325 0 500 0 8 88 17 67 7 16 7 83 0 91 PANEL 2 5 RF 39 13 2 A325 0 500 0 2 53 8 84 2 53 3 91 0 65 Tensile 2 1 RF 50 00 2 A325 0 500 0 0 22 8 84 0 22 3 91 0 05 Thick Yield Strength 2 2 RF 50 00 2 A325 0 500 0 0 58 8 84 0 58 3 91 0 15 Part (in) (ks (ks 2 3 RF 50 00 2 A325 0 500 0 2 28 8 84 1 14 3 91 0 29 2 4 RF 50 00 2 A325 0 500 0 2 28 8 84 1 70 3 91 0 43 HHR 26 0 019 50 00 63 63 2 5 RE 50 00 2 A325 0 500 0 0 22 8 84 0 22 3 91 0 05 HCI Steel buildings, Inc. 52/2008 HCI STEEL BUILDING SYSTEMS. INC. Page 213 Of 526 Page 214 Of 526 Job No 1 3869 I modify I Job No 1 3869 I modify Customer' CLALLAM BUILDERS AND I Date 1 4/2/2008 ^'�y�..'), Customer I CLALLAM BUILDERS AND I Date 1 4/2/2008 Descri tionl I Designed B DLB I Description WESTPORT SHIPYARD INTERIOR I Designed DLB P WESTPORT SHIPYARD IN TERIOR g I` I Checked By I V41 m 3869 Screw Report PURLIN SCREW LAYOUT PURLIN SCREW CHECK. Allow- Wind Purlin Panel Screw Surf Bay Suction Load Pullout Pullover Tension Max Id Id Zone (psf (k (k (k (1 UC 1 2 1 Corner 62 19 0 31 0 26 0 30 0 27 1 18 2 1 Edge 41 87 0 21 0 26 0 30 0 27 0 60 2 1 Edge 41 87 0 21 0 26 0 30 0 27 0 80 2 1 Int 24 20 0 12 0 26 0 30 0 27 0 46 *WARNING Screw force limit BASE SCREW CHECK. 3 1 Edge 41 87 0 21 0 26 0 30 0 27 0 80 3 1 Corner 62 19 0 31 0 26 0 30 0 27 1 18* 3 1 Int 24 20 0 12 0 26 0 30 0 27 0 46 3 1 Edge 41 87 0 21 0 26 0 30 0 27 0 80 Purlin Screw Surf Bay Space Dia Washer Space Tension Id Id Zone Part Id (ft) Part (in) (in) (ft) (k 2 1 Corner 9Z35014 1 4 93 1214112 0 21 0 50 1 00 1 00 2 1 Edge 9235014 8 4 97 1214112 0 21 0 50 1 00 1 00 2 1 Edge 9235014 1 4 93 1214112 0 21 0 50 1 00 1 00 2 1 Int 9Z35014 8 4 97 1214112 0 21 0 50 1 00 1 00 3 1 Edge 9235014 2 4 97 1214112 0 21 0 50 1 00 1 00 3 1 Corner 9Z35014 10 4 93 1214112 0 21 0 50 1 00 1 00 3 1 Int 9235014 2 4 97 1214112 0 21 0 50 1 00 1 00 3 1 Edge 9235014 10 4 93 1214112 0 21 0 50 1 00 1 00 Screw Force /Screw Shear Wall Base Dia Space Shear Wind Seis Limit Max Id Length Part (in) (ft) (k (k (k (k UC 2 85 00 1214112 0 21 1 00 1 90 0 089 0 196 0 226 0 86 4 73 00 1214112 0 21 1 00 1 90 0 104 0 228 0 226 1 01 4/ 2/08 9 Olam HCI STEMS. INC. LDING SHEET 107 of 263 Checked By I V41 3869 e= Roof Design Weight Summary 4/ 2/08 9 Olam va �666m= g ..mo y 6666= 6666 3869 Roof Design Weight Summary 4/ 2/08 9 Olam Roof Purlins 7969 50 Extension Purlins 128 56 Eave Struts 1203 85 Extension Eave Struts 208 23 Struts 471 96 Roof Bracing 1217 98 Wall Bracing 475 93 Total 11884 26 66 6 3869 Roof Design Warning Report 4/ 2/08 9 Olam WARNING Screw force limit -4_74/_5) e GrO,QN4 Z—' ::5 fLg 4' -08 HCI Steel Buildings, Inc. 4/2/2008 I Job No 1 3869 I modify Customer' CLALLAM BUILDERS AND Date 1 9/2/2008 I Description'FVESTPORT SHIPYARD INTERIOR Designed ByI DLB fl q STEEL BUILDING w15. INC. Checked By I V41 *3869C Roof Design Input 4/ 2/08 7 42am 1)JOBID: 3869C 2)PROGRAM OPTIONS (10)WALL BAY SPACING Run Run Run Lap Wall Sets_Of Bay No Purlin Panel Brace Stiff Id Bays Width Bays Y Y Y' 0 50 1 1 14 5000 1 3)DESIGN CODE *Design Steel_Code Build Seismic 21 2500 3 Code .Cold Hot Country Code Year Zone WS NAUS01 AISCO5 IBC 06 D 3 1 14 5000 1 4)DESIGN CONSTANTS 4 3 21 2500 3 Strength_Factor 19 9583 1 Stress_Ratio Seismic 13 2917 1 Purlin Panel Wind_Frame Wind Frame Brace 1 0300 1 03 1 03 1 000 1 700 1 700 5 3 13 2917 1 19 9583 1 5)STEEL YIELDS 21 2500 3 Web Flg C_Sec W_Sec R_Sec P_Sec T Sec U Sec EP BP 50 0 55 0 55 0 50 0 50 0 35 0 46 0 36 0 55 0 55 0 Page 215 Of 526 Page 216 Of 526 (11)FRAMED OPENINGS 6)DEFLECTION LIMITS Wall No Bay Open Open Open Open Purlin Extension- Facia Panel Facia Wind_Frame Id Opens Id Width Height Offset Type Live Wind Total Live Wind Total Girt Live Wind Panel Wind Seis 1 0 150 0 150 0 120 0 150 0 150 0 120 0 90 0 60 0 60 0 60 0 60 0 50 0 2 0 3 0 7)REPORTS 4 0 Input Purlin Purlin Eave Roof Cable Echo Design Summary Strut Panel Brace (12)PARTIAL WALLS I Y' 2 Y Y' Y Wall Set_Of Bay_Id Wall Base Full Id Bays Start End Height Type Load Use 8)BUILDING TYPE 1 0 Build L_Expand_EW R_Expand_EW Open_Wall 2 0 Type Use Offset Use Offset L_EW F_SW R EW B_SW 3 0 FF Y 15 500 Y 15 500 Y' N N' N' 4 0 SHEET 108 of 263 HCI STEEL BUILDING SYSTEMS. INC. 9)SURFACE SHAPE No X_Coord Y_Coord Surf (ft) (ft) 3 0 0000 14 0000 14 5000 16 4167 14 5000 0 0000 2 3 13 2917 1 19 9583 1 Job N01 3869 Customer' CLALLAN BUILDERS AND 'Description' WESTPORT SHIPYARD INTERIOR I I (13)SURFACE EXTENSION /FRAME RECESS modify I Date 1 4/2/2008 I Designed ByI DLB I Checked BY' V41 HCI Steel buildings, Inc. d2/2008 Page 217 Of 526 Page 218 Of 526 Job No 1 3869 I modify I Job No 1 3869 I modify 111 Customer I CLALLAM BUILDERS AND 1 Date 1 4/2/2008 Sri i Customer I CLALLAM BUILDERS AND I Date 9/2/2006 I Descr�.ption WESTPORT SHIPYARD INTERIOR Designed n,,1 DLB I Description) NIBSTPORT SHIPYARD INTERIOR I Designed Byi DLB I I +I, MCI STEEL BUILDING 1 I Checked By' V41 1 checked BY V41 SYSTEMS. INC. Surf Surf_Ext Frame_Recess Rafter_Size- Id Left Right Left Right Left Right 2 0 0000 0 0000 1 2917 1 2917 W8x10 W8x10 (14)PURLINS Surf Purlin OS_Flg IS_Flg Set Set_Lap Max Unbr Id Type Brace Brace Depth Ext Int Length 2 ZR C N 9 000 1 8750 1 8750 0 0000 HHR 26 HHR 26 N' N' 0 000 (18)EAVE STRUT t GIRT HCI SYSTEMS. INC. *(21)ROOF BRACING ATTACHMENT *Wall No Id Attach Attach_Location 1 2 0 0000 14 5000 3 2 0 0000 14 5000 (22)SIDEWALL DIAGONAL BRACING Wall Max Pan Brace User_ Selected_ SW_ Bays Id Shear Type No Bay_Id 2 100 0 A 1 1 4 100 0 A 1 1 (15)PURLIN SPACING Surf Peak Max Set Set Of -Set Space Id Space Space Space Space Space No 2 4 7620 5 0100 0 0000 1 4 9690 2 (23)WIND BENTS *Wall Member Column Rafter No (16)PURLIN SIZE Id Type Depth Size Depth Size Bays Bay_Id Surf Set No 2 W' 0 00 0 00 0 Id Purl Purl Purlin Size 4 W 0 00 0 00 0 2 Y 11 9035014 9235014 9235014 9035014 9Z35U14 9Z35014 9035014 9235014 9035014 9Z35U14 9035014 (24)WIND COLUMNS Wall Member Column- No Left/ (17)PANELS Id Type Depth Size Col Bay_Id Right Wall Roof Standing Insulation 2 R 0 00 0 Panel Panel Seam Use Thick 4 R 0 00 0 (25)MALL BRACING ATTACHMENT *Wall No Attach Bay_Id- No Level *Wa11 Eave Girt Girt Id Attach Id Start End Connect Option Level Height Strut Id Type Type Size Offset Proj Gutter 2 1 1 1 5 F' 0 1 16 4167 E 2 00' ZF 8225016 0 000 0 000 N' 4 00' ZF 8025016 0 000 0 000 'N' 4 1 2 1 5 F 0 1 14 0000 E (19)WIND FRAMING SELECTION Order_Of Selection- (26)INTERIOR BRACING Wall Panel Diagonal Wind Wind Weak_Axis *No Attach Brace Oser_Selected_Int_Bays Id Shear Bracing Bent Column Bending *Brace Offset Type No Bay_Id 2 N Y N N' N' 0 4 N Y N N. N' 5 N Y (27)INTERIOR BRACING ATTACHMENT No Attach Bay_Id No (20)ROOF DIAGONAL BRACING Attach Offset Start End Level Level_Height Max Pan Brace Each User_Selected_Roof_Bays 0 Shear Type EW No Bay_Id 100 0 A L 1 1 (28)EAVE EXTENSIONS SIZE 0 SHEET 109 of 263 *Wall No Ext Bay_id Extension Size Edge_Extend Eave HCI Steel 6L,(idings, Inc. 4/2/2008 Job No i 3869 1 modify Customer' CLALLAM BUILDERS AND Date 1 4/2/2008 HCI STEEL BUILDING Description) WESTPORT SHIPYARD INTERIOR I Designed By1 DLB Checked SYSTEMS. INC. I 1 BY l- V41 *Id Extend Id Start End Height Width Slope Left Right Type 2 0 4 0 (29)EAVE EXTENSIONS PURLINS *Ext Purlin OS_Flg IS_Flg Set Set_Lap Max Peak Max Set *Id Type Brace Brace Depth Ext Int Length Space Space Space (30)CANOPY *Wall *Id 1 2 3 4 (31)CANOPY NO Ext Extend Id 0 0 0 0 *Wall No Ext *Id Extend Id Type 1 0 2 0 3 0 4 0 SIZE PURLINS *Ext Purlin OS_Flg IS_Flg Set Set_Lap Max_UnBr Peak Max Set *Id Type Brace Brace Depth Ext Int Length Space Space Space (32)CANOPY PANELS GUTTER 6 DOWNSPOUT *Ext Panel Standing Gutter Downspout *Id Size Seam Use Color No Color (33)FACIA /PARAPET LAYOUT (34)FACIA /PARAPET SIZE *Ext Extension_Size -Facia Arm Back Facia *Id Height Width Slope Elev Height Slope Slope Slope Project (35)FACIA /PARAPET PURLINS *Ext Purlin OS_Flg IS_Flg Set Bay_Id Extension_Size- Edge_Extend Eave Start End Height Width Slope Left Right Type Bay_Id Edge_Extend Save Use Start End Left Right Mount Type Gutter Set_Lap Max_UnBr Peak Max Set Page 219 Of 526 )iC) STEEL BUILDING SYSTEMS. INC. SHEET 110 of 263 *Id Type Brace Brace Depth (36)FACIA /PARAPET PANELS *Ext Roof_Pane1 ----Soffit_Panel--- *Id Size SSeam Size Rot Space (37)EXTENSION BRACING *Ext Max_Pan Brace User_Selected_Bays *Id Shear Type No Bay_Id (38)WALL BASE ELEVATION/DEAD *Wall Base Wall Seis Id Elev Dead Opt 1 0 00 0 01 Y' 2 0 00 2 00 Y' 3 0 00 2 00 Y' 4 0 00 2 00 Y' 5 0 00 7 50 Y' (39)BASIC LOADS Dead Collet Live Load Load Load 2 5 3 0 20 0 (40)WIND PRESSURE /SUCTION Wind Press 10 0 0 0 10 8 13 0 17 7 33 6 Wind Wind Suct Suct_ROof 28 7 49 3 28 7 2 5 -28 7 -5 6 22 4 17 9 (41)EDGE AND CORNER ZONES FOR i modify Date i 4/2/2008 Designed Byl DLB Checked By. V41 Ext Int Length Space Space Space Job No 3869 Customer' CLALLAM BUILDERS AND Description' WESTPORT SHIPYARD INTERIOR i Deflection Wind Snow Basic Load Ratio Load Load Wind Snow Wind Seis Factor 25 0 22 4 1 00 1 00 1 00 1 00 Purlins Purlins Gable Extension Interior Roof Panels Long Bracing Building Long Bracing Wall Edge Zone Long Bracing Facia /Parapet PURLINS AND PANELS Frict Coef 0 0000 i Front_Panel ----Back_Panel Size SSeam Size Rot Space Wall Edge Zone 6 000 Page 220 Of 526 Seis Ld_Rat 9 Factor Snow 1 0000 0 00 Left_End Center Right_End- *Surface Ratio Ratio Ratio *Id Loc Width Length Purlin Panel Width Purlin Panel Width Length Purlin Panel 2 L 0 00 0 00 1 00 1 00 3 00 1 08 1 15 0 00 0 00 1 00 1 00 HCI Steel buildings, Inc. 4/2/2008 Page 221 Of 526 Page 222 Of 526 Job No 1 3869 1 modify 1 I Job No 1 3869 I modify Customer) CLALLAM BUILDERS AND I Date 1 4/2/2008 Customer I CLALLAM BUILDERS AND Date 1 9/2/2008 I Description) WESTPORT SHIPYARD INTERIOR I De igned Byj DU Description) WESTPORT SHIPYARD INTERIOR I Designed Byl DLB HCI STEEL BUILDING HCI STEEL BUILDING I Checked SYSTEMS. INC. 1 Ch B y SYS v41 TEMS. INC. By I V41 I I 'C' 0 00 12 00 1 39 2 17 0 00 1 00 1 00 0 00 12 00 1 39 2 17 2 0 60 0 00 0 00 0 00 1 00 1 00 0 00 0 0 00 R 0 00 0 00 1 00 1 00 6 00 1 31 1 39 0 00 0 00 1 00 1 00 3 1 00 1 00 0 00 0 00 0 00 0 00 1 00 0 0 00 4 1 00 1 00 0 75 0 75 0 00 0 00 0 52 0 0 00 (42)EXTENSION BASIC LOADS 5 1 00 1 00 0 00 0 75 0 00 0 00 0 52 0 0 00 Purlin_Wind- Panel_Wind 6 0 60 0 00 0 00 0 00 0 00 0 00 1 00 0 0 00 *Ext Dead Collat Live Snow Attach_Beam Facia_Beam Attach Beam Facia_Beam *Id Load Load Load Load Press Suct Press Suct Press Suct Press Suct (46)BRACING DESIGN LOADS Brace No Load Wind Wind Aux_Load Load Id Dead Collat Live Snow EW Roof Seis Id Coef Surf No Load Wind Wind Aux_Load 4 7 1 00 1 00 0 00 1 00 1 00 1 00 0 00 0 0 00 Id Load Id Dead Collat Live Snow Press Suct Id Coef 8 0 60 0 00 0 00 0 00 1 00 1 00 0 00 0 0 00 2 20 1 1 00 1 00 1 00 0 00 0 00 0 00 0 0 00 9 1 00 1 00 0 00 0 00 0 00 0 00 1 00 0 0 00 2 1 00 1 00 0 00 1 00 0 00 0 00 0 0 00 10 0 60 0 00 0 00 0 00 0 00 0 00 1 00 0 0 00 3 1 00 1 00 0 75 0 00 0 75 0 00 0 0 00 4 1 00 1 00 0 00 0 75 0 75 0 00 0 0 00 (47)EXTENSION DESIGN LOADS 5 0 60 0 00 0 00 0 00 0 00 1 00 0 0 00 6 1 00 1 00 0 00 0 50 0 00 0 00 3 1 00 No Load Wind Wind Aux_LOad 7 1 00 1 00 0 00 0 50 0 00 0 00 4 1 00 Load Id Dead Collat Live Snow Press Suct Id Coef 8 1 00 1 00 0 00 0 50 0 00 0 00 5 1 00 0 9 1 00 1 00 0 00 0 50 0 00 0 00 6 1 00 10 1 00 1 00 0 00 0 50 0 00 0 00 1 1 00 (48)EXTENSION DESIGN LOADS Deflection 11 1 00 1 00 0 00 0 50 0 00 0 00 2 1 00 12 1 00 1 00 0 00 1 00 0 00 0 00 1 1 00 No Load Wind Wind Aux_Load 13 1 00 1 00 0 00 1 00 0 00 0 00 2 1 00 Load Id Dead Collat Live Snow Press Suet Id Coef 14 1 00 1 00 0 00 0 00 0 00 0 00 3 1 60 0 15 1 00 1 00 0 00 0 00 0 00 0 00 4 1 60 16 1 00 1 00 0 00 0 00 0 00 0 00 5 1 60 (49)PANEL DESIGN LOADS 17 1 00 1 00 0 00 0 00 0 00 0 00 6 1 60 18 1 00 1 00 0 00 0 00 0 00 0 00 7 1 60 No Load Wind Wind 19 1 00 1 00 0 00 0 00 0 00 0 00 8 1 60 Load Id Dead Collat Live Snow Press Suct 20 1 00 1 00 0 00 1 00 0 00 0 00 9 1 00 3 1 1 00 0 00 0 00 1 00 0 00 0 00 2 1 00 0 00 0 00 0 00 1 00 0 00 (44)PURLIN DESIGN LOADS Deflection 3 1 00 0 00 0 00 0 00 0 00 1 00 'rtil (43)PURLIN DESIGN LOADS Surf No Load Wind Wind Aux_Load Id Load Id Dead Collat Live Snow Press Suct Id Coef 2 2 21 0 00 0 00 1 00 0 00 0 00 0 00 0 0 00 22 0 00 0 00 0 00 1 00 0 00 0 00 0 0 00 (45)BRACING DESIGN LOADS Frame No Load Wind Wind Aux_Load Load Id Dead Collat Live Snow EW Roof Seis Id Coef 6 1 1 00 1 00 0 00 1 00 1 00 1 00 0 00 0 0 00 SHEET 111 of 263 (50)PANEL DESIGN LOADS Deflection No Load Wind Wind Load Id Dead Collat Live Snow Press Suct 3 4 0 00 0 00 0 00 1 00 0 00 0 00 5 0 00 0 00 0 00 0 00 1 00 0 00 6 0 00 0 00 0 00 0 00 0 00 1 00 (51)AUXILIARY LOADS No Aux Aux No Add Add_Load HCI Steel Buildings, Inc. */2/2008 Job No 1 3869 C I I Customer I CLALLAM UILDERS AND Desescription1 WESTPORT B SHIPYARD INTERIOR HCI STEEL BUILDING I I Combs Id Coef 1 1 0 50 1 5 0 50 2 1 0 50 2 0 50 4 2 2 0 50 3 0 50 5 2 3 0 50 4 0 50 6 2 4 0 50 5 0 50 7 3 1 0 50 3 0 50 5 0 50 8 2 2 0 50 4 0 50 9 SNOWDRIFT 1 6 1 00 SYSTEMS. INC. Aux Id Name 9 1 2 3 (56)PURLIN STRAPS Extensions I nodif (55)PURLIN STRAPS Data Set_1 Set_2 Set_3 Set_4- Opt Sets Strap Quan Strap Quan Strap Quan Strap Quan 0 Date 1 4/2/2008 De Lgned E4 DLB Cheated By I V41 Page 223 Of 526 Page 224 Of 526 SHEET 112 of 263 HCI STEEL BUILDING SYSTEMS. INC. *Ext Data Set_1 Id Opt Sets Strap Quan 1 Job No 1 3869 1 modify I Customer' CLALLAM BUILDERS AND 1 Date 1 4/2/2008 Description' WESTPORT SHIPYARD INTERIOR Designed Hy+ DLB 1 Checked By I V41 -Set_2 Set_3 -Set_4 Strap Quan Strap Quan Strap Quan (57)PANEL SCREWS No Screw Washer Screw Screw *Zone Zone Part Dia Dia Space Strength 4 INT 1214112 0 210 0 500 12 000 1 000 EDGE 1214112 0 210 0 500 12 000 1 000 CORN 1214112 0 210 0 500 12 000 1 000 BASE 1214112 0 210 0 500 12 000 1 900 Code file used was ROOFIBC 06 Version 3 0 (52)ADDITIONAL LOADS No Add Surf Basic Load Fy Dx Cone STRUCTURAL CODE Add Id Id Load Type W1 W2 Dxl Dx2 Dist Design Basis WS 6 1 0 D 25 0 25 0 0 00 13 29 Hot Rolled Steel AISCO5 2 0 D 25 0 25 0 13 29 33 25 Cold Formed Steel NAUS01 3 0 D 25 0 25 0 33 25 54 50 4 0 D 25 0 25 0 54 50 75 75 BUILDING CODE 5 0 D -25 0 25 0 75 75 97 00 Wind Code IBC 6 2 D -98 2 0 0 0 00 23 66 Year 06 Seismic Zone D 3869C Roof Design Code 4/ 2/08 8 09am (53)PURLIN LAPS *Surf Data Set_1 Set_2 Set_3 MODULUS OF ELASTICITY Id Opt Sets Left Right Quan Left Right Quan Left Right Quan Hot Rolled Steel 29000 (ksi 2 0 Cold Formed Steel 29500 (ksi (54)PURLIN LAPS Extensions 3869C Purlin Layout Report (Surface 2) 4/ 2/088 09am *Ext Data Set _l Set_2 Set_3 m= Id Opt Sets Left Right Quan Left Right Quan Left Right Quan SURFACE LAYOUT Surface No Peak Id Length Row Space 2 14 700 2 4 762 HCI Steel buildings, Inc. 42/2008 Job No 3869 modify 1:1 Customer' CLALLAH BUILDERS AND I Date l 4/2/2008 Description' WESTPORT SHIPYARD INTERIOR Designed BA DLB HCI STEEL BUILDING SYSTEMS. INC. 1 Checked By 1 V41 3869C Purlin Layout Report (Surface 2) 4/ 2/08 8 09am PURLIN LOCATION PURLIN LAYOUT 4 5 9235014 21 25 1 88 1 88 0 103 5 207 0 5 6 9235014 19 96 1 88 0 90 4 180 8 7 9235014 1 29 0 5 3 10 7 SPECIAL LOADS ROOF PURLIN Tota1(lb)= 463 7 927 4 Page 225 Of 526 Page 226 Of 526 HCI STEEL BUILDING SYSTEMS. INC. PURLIN ANALYSIS. SHEET 113 of 263 Job No 3869 modify Customer' CLALLAM BUILDERS AND I Date 4/2/2008 Description' WESTPORT SHIPYARD INTERIOR I Designed Byl DLB I Checked By I V41 3869C =Q6 Purlin Design Report (Surface 2) 4/ 2/08 8 09am DESIGN RUN 1 SURFACE if 2 (Edge Strip Zone= 3 00) Purlin Surf Load Dead Edge Show Id Offset Space Width Load Wind Report PURLIN LAYOUT (Purlin Id= 1) 1 4 969 4 969 4 969 0 96 Y Y 2 9 938 4 969 4 866 0 98 Y Y Bay Span Purlin Span Lap(ft) Load No 14 700 4 762 Id Id Size (ft) Left Right Width Brace 1 9235014 1 29 4 97 0 1 2 9235014 12 00 1 88 4 97 0 2 3 9Z35014 19 96 1 88 1 88 4 97 0 Bay Span Purlin Span Lap(ft) No Unit Total 3 4 9235014 21 25 1 88 1 88 4 97 0 Id Id Size (ft) Left Right Brace Weight Weight 4 5 9235014 21 25 1 88 1 88 4 97 0 5 6 9235014 19 96 1 88 4 97 0 1 9235014 1 29 0 5 3 10 7 7 9235014 1 29 4 97 0 1 2 9235014 12 00 1 88 0 57 4 114 9 2 3 9235014 19 96 1 88 1 88 0 98 2 196 3 3 4 9235014 21 25 1 88 1 88 0 103 5 207 0 LOAD COMBINATION 9 1 DL +CL +LL Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup Load_Location Start End Load_Type 1 0 00 -0 16 0 00 0 00 0 00 0 10 0 000 3 000 Edge Zone Wind 2 0 48 -0 77 -1 00 0 10 -0 84 3 91 1 55 3 21 8 700 14 700 Edge Zone Wind 3 1 16 0 93 -1 07 -1 31 3 21 1 25 -2 25 9 39 2 42 4 65 4 1 32 1 09 -1 07 -1 30 4 65 2 39 -2 42 10 70 2 24 4 47 ==m----.= ___r 5 1 27 1 04 -1 13 -1 36 4 47 2 30 -2 05 10 27 3 08 5 40 3869C Purlin Design Report (Surface 2) 4/ 2/08 8 09am 6 1 50 1 27 -0 97 5 40 2 81 -3 69 12 13 0 10 =e 7 0 16 0 00 0 10 0 00 1 29 0 00 STRENGTH /DEFLECTION Span Shear(k Moment(f -k Mom +Shr Deflection(in) HCI Steel buildings, Inc. ./2/2008 NCI STEEL BUILDING SYSTEMS. INC. 3869C Purlin Design Report (Surface 2) 4/ 2/08 8 09am 'v s` e Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Cale Allow UNBRACE LENGTHS LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 Job No 1 3869 I modify 1 Customer' CLALLAM BUILDERS AND I Date 1 4/2/2008 Description' NESTPORT SHIPYARD INTERIOR I Designed DLB Checked By' V41 LOAD COMBINATION 0 2 DL +CL+SL Page 227 Of 526 Page 228 Of 526 HCI STEEL BUILDING INC. 3869C PURLIN ANALYSIS Span Lap_Shear(k Shear_Ratio Id Left Right Left Right UNBRACE LENGTHS 2 0 43 0 22 Available 3 0 43 0 62 0 22 0 32 Reduction 4 0 62 0 60 0 32 0 30 Span Minor Cb Factor 5 0 60 0 72 0 30 0 37 Id Major LS LL MS RL RS LS LL MS RL RS Out In 6 0 72 0 37 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 2 12 0 7 6 0 0 0 0 2 5 1 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 3 20 0 1 9 1 5 0 0 2 7 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 1 9 2 6 0 0 2 4 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 SHEET 114 of 263 Job No 1 3869 l modify l Customer I CLALLAM BUILDERS AND Date 4/2/2008 Description' WESTPORT SHIPYARD INTERIOR Designed 1311 DLB G I 1 I Checked By I V41 1 RS -0 19 4 00 0 05 RS 0 12 7 08 0 02 LS 0 00 0 01 2 RL -0 92 4 00 0 23 RS 1 92 7 08 0 27 RL 0 10 -0 02 3 RL -1 28 4 00 0 32 RL 2 89 7 08 0 41 RL 0 23 -0 28 4 LL 1 30 4 00 0 33 MS 2 89 7 08 0 41 LL 0 23 -0 34 5 RL 1 35 4 00 0 34 AL 3 68 7 08 0 52 AL 0 34 -0 24 6 LL 1 52 4 00 0 38 MS -4 41 7 08 0 62 LL 0 31 -0 56 7 LS 0 19 4 00 0 05 LS 0 12 7 08 0 02 LS 0 00 0 14 Purlin Design Report (Surface 2) 4/ 2/08 8 09am 1 RS -0 16 4 00 0 04 RS 0 10 7 08 0 01 LS 0 00 0 01 2 RL -0 77 4 00 0 19 RS 1 60 7 08 0 23 RL 0 07 -0 01 3 RL -1 07 4 00 0 27 RL 2 42 7 08 0 34 RL 0 16 -0 24 4 LL 1 09 4 00 0 27 MS -2 42 7 08 0 34 LL 0 16 -0 28 Shear(k Moment(f k 5 RL 1 13 4 00 0 28 RL 3 08 7 08 0 43 RL 0.24 -0 20 Span Left Left Right Right Left Left MidSpan Right Right 6 LL 1 27 4 00 0 32 MS -3 69 7 08 0 52 LL 0 22 -0 47 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 7 LS 0 16 4 00 0 04 LS 0 10 7 08 0 01 LS 0 00 0 11 1 0 00 -0 19 0 00 0 00 0 00 0 12 2 0 58 -0 92 1 20 0 12 -1 01 3 91 1 85 3 84 3 1 39 1 11 1 28 -1 56 3 84 1 49 -2 69 9 39 2 89 5 56 Available 4 1 58 1 30 -1 28 -1 56 5 56 2 86 2 89 10 70 2 67 5 34 Reduction 5 1 52 1 24 1 35 1 62 5 34 2 75 2 45 10 27 3 68 6 46 span Minor Cb Factor 6 1 79 1 52 -1 16 6 46 3 36 -4 41 12 13 0 12 Id Major LS LL MS RL RS LS LL MS RL RS Out In 7 0 19 0 00 0 12 0 00 1 29 0 00 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 2 12 0 7 6 0 0 0 0 2 5 1 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 STRENGTH /DEFLECTION• 3 20 0 1 9 1 5 0 0 2 7 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 1 9 2 6 0 0 2 4 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 Span Shear(k Moment(f -k Mom +Shr Deflection(in) 5 21 3 1 9 2 6 0 0 3 3 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 6 20 0 1 9 2 5 0 0 0 0 15 6 1 00 1 67 1 00 1 00 1 00 1 00 0 70 7 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 HCI Steel Bulidings Inc. .12/2008 HCI STEEL BUILDING INC. Job No 1 3869 I modify I Customer' CLALLAM BUILDERS AND I Date 1 4/2/2008 Descrsptionl WESTPORT SHIPYARD INTERIOR De agreed B5 DLB I Checked By I V41 3869C Purlin Design Report (Surface 2) 4/ 2/08 8 09am 5 21 3 1 9 2 6 0 0 3 3 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 6 20 0 1 9 2 5 0 0 0 0 15 6 1 00 1 67 1 00 1 00 1 00 1 00 0 70 7 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 Span Lap_Shear(k Shear_Ratio Id Left Right Left Right LOAD COMBINATION 9 3 DL +CL +0 75LL +0 75WP PURLIN ANALYSIS STRENGTH /DEFLECTION Span Shear(k Moment(f -k Mom +Shr Deflection(in) Page 229 Of 526 Page 230 Of 526 Job No 1 3869 I modify 1 Customer I CLALLAM BUILDERS AND I Date 1 4/2/2008 I i I Description WESTPORT SHIPYARD INTERIOR I Designed By DLB SYSTEMS, INC. HCI STEEL BUILDING I f I C By I V41 p man==---____________ 3869C Purlin Design Report (Surface 2) 4/ 2/08 8 09am Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 RS -0 18 4 00 0 04 RS 0 11 7 08 0 02 LS 0 00 0 01 2 RL -0 85 4 00 0 21 RS 1 77 7 08 0 25 RL 0 09 -0 02 3 RL -1 19 4 00 0 30 RL 2 68 7 08 0 38 RL 0 20 -0 26 4 LL 1 21 4 00 0 30 MS 68 7 08 0 38 LL 0 19 0 31 5 RL -1 25 4 00 0 31 RL 3 40 7 08 0 48 RL 0 29 -0 22 6 LL 1 40 4 00 0 35 MS -4 08 7 08 0 58 LL 0 27 -0 52 7 LS 0 18 4 00 0 04 LS 0 11 7 08 0 02 LS 0 00 0 13 UNBRACE LENGTHS 2 0 51 0 26 Available 3 0 51 0 74 0 26 0 38 Reduction 4 0 74 0 71 0 38 0 36 Span Minor -Cb Factor 5 0 71 0 86 0 36 0 44 Id Major LS LL MS RL RS LS LL MS RL RS Out In 6 086 044 Shear(k Moment(f -k LAP BOLT SHEAR /BEARING Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup Bolt 0 500 (A325 1 0 00 -0 18 0 00 0 00 0 00 0 11 Span Lap_Shear(k Shear_Ratio 2 0 53 -0 85 -1 11 0 11 -0 93 3 91 1 71 3 55 Id Left Right Left Right 3 1 28 1 03 -1 19 -1 44 3 55 1 38 2 49 9 39 2 68 5 15 4 1 46 1 21 -1 19 -1 44 5 15 2 64 2 68 10 70 2 47 4 94 2 0 47 0 24 5 1 40 1 15 1 25 -1 50 4 94 2 55 2 27 10 27 3 40 5 98 3 0 47 0 69 0 24 0 35 6 1 66 1 40 07 5 98 3 11 -4 08 12 13 0 11 4 0 69 0 66 0 35 0 34 7 0 18 0 00 0 11 0 00 1 29 0 00 5 0 66 0 80 0 34 0 41 6 0 80 0 41 SHEET 115 of 263 1 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 2 12 0 7 6 0 0 0 0 2 5 1 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 3 20 0 1 9 1 5 0 0 2 7 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 1 9 2 6 0 0 2 4 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 5 21 3 1 9 2 6 0 0 3 3 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 6 20 0 1 9 2 5 0 0 0 0 15 6 1 00 1 67 1 00 1 00 1 00 1 00 0 70 7 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 LOAD COMBINATION 8 4 DL +CL +0 75SL +0 75WP HCI Steel buildings, Inc. /2/2008 HCI STEEL BUILDING SYSTEMS, INC. 3869C PURLIN ANALYSIS Job NoI 3869 I modify 1:1 I Customer' CLALLAM BUILDERS AND I Date 1 9/2/2008 Description) WESTPORT SHIPYARD INTERIOR 'Designed ByI DLB I Checked By I V41 Purlin Design Report (Surface 2) ��4/ 2/08 8 09am Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup STRENGTH /DEFLECTION Span Shear(k Moment(f -k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow Page 231 Of 526 Page 232 Of 526 HCI STEEL BUILDING SYSTEMS. INC. LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 1 0 00 -0 20 0 00 0 00 0 00 0 13 Span Lap_Shear(k Shear_Ratio 2 0 61 -0 96 -1 25 0 13 1 05 3 91 1 94 4 02 Id Left Right Left Right 3 1 45 1 16 1 35 -1 64 4 02 1 56 2 81 9.39 3 03 5 83 4 1 66 1 37 -1 34 -1 63 5 83 2 99 3 03 10 70 2 80 5 59 2 0 54 0 27 5 1 59 1 30 -1 41 -1 70 5 59 2 88 2 57 10 27 3 85 6 77 3 0 54 0 78 0 27 0 40 6 1 88 1 59 -1 21 6 77 3 52 -4 62 12 13 0 13 4 0 78 0 75 0 40 0 38 7 0 20 0 00 0 13 0 00 1.29 0 00 5 0 75 0 90 0 38 0 46 6 0 90 0 46 SHEET 116 of 263 LOAD COMBINATION H 5 0 6DL +WS Job No 1 3869 I modify I Customer' CLALLAM BUILDERS AND I Date 1 4/2/2008 Description) WESTPORT SHIPYARD INTERIOR I Designed ByI DLB 1 Checked BPI V41 4/ 2/08 8 09am 3869C Purlin Design Report (Surface 2) m 5 21 3 1 9 2 6 0 0 3 3 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 6 20 0 1 9 2 5 0 0 0 0 15 6 1 00 1 67 1 00 1 00 1 00 1 00 0 70 7 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 1 RS -0 20 4 00 0 05 RS 0 13 7 08 0 02 LS 0 00 0 01 2 RL -0 96 4 00 0 24 RS 2 01 7 08 0 28 RL 0 11 -0 02 PURLIN ANALYSIS 3 RL -1 35 4 00 0 34 RL 3 03 7 08 0 43 RL 0 25 -0 30 4 LL 1 37 4 00 0 34 MS -3 03 7 08 0 43 LL 0 25 -0 35 Shear(k Moment(f 5 RL -1 41 4 00 0 35 RL 3 85 7 08 0 54 RL 0 37 -0 25 Span Left Left Right Right Left Left MidSpan Right Right 6 LL 1 59 4 00 0 40 MS -4 62 7 08 0 65 LL 0 34 -0 59 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 7 LS 0 20 4 00 0 05 LS 0 13 7 08 0 02 LS 0 00 0 14 1 0 00 0 18 0 00 0 00 0 00 -0 12 EMBRACE LENGTHS 2 55 0 88 1 14 -0 12 0 96 3 91 1 77 -3 66 3 -1 32 -1 06 1 22 1 49 -3 66 1 42 2 56 9 39 -2 76 30 Available 4 -1 51 -1 24 1 22 1 49 -5 30 2 72 2 76 10 70 2 55 -5 09 Reduction 5 1 45 1 18 1 28 1 55 -5 09 2 62 2 34 10 27 -3 51 -6 16 Span Minor Cb Factor 6 1 71 -1 45 1 10 -6 16 3 20 4 20 12 13 -0 12 Id Major LS LL MS RL RS LS LL MS RL R5 Out In 7 -0 18 0 00 -0 12 0 00 1 29 0 00 1 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 2 12 0 7 6 0 0 0 0 2 5 1 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 STRENGTH /DEFLECTION 3 20 0 1 9 1 5 0 0 2 7 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 1 9 2 6 0 0 2 4 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 Span Shear(k Moment(f k Mom +Shr Deflection(in) HCI Steel Buildings, Inc. /2/2008 I NCI STEEL BUILDING SYSTEMS. INC. 38690 Purlin Design Report (Surface 2) 4/ 2/08 8 09am Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 0 00 -0 19 0 00 0 00 0 00 0 12 2 0 55 -0 96 -1 24 0 12 -0 89 3 69 2 20 4 27 3 1 49 1 21 -1 22 1 50 4 27 1 74 3 12 9 94 1 83 4 38 Available 4 1 00 0 84 -0 69 -0 86 4 38 2 66 1 34 11 44 1 41 2 86 Reduction 5 0 88 0 72 -0 81 -0 98 2 86 1 37 1 57 10 07 2 22 3 89 Span Minor Cb Factor 6 1 06 0 90 -0 68 3 89 2 05 -2 58 12 17 0 07 Id Major LS LL MS RL RS LS LL MS RL RS Out In 7 0 11 0 00 0 07 0 00 1 29 0 00 1 1 3 1 3 0 0 1 3 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 70 2 12 0 0 0 7 6 7 6 0 0 0 0 1 00 1 00 1 00 1 67 1 00 1 00 0 70 STRENGTH /DEFLECTION 3 20 0 0 0 0 0 12 1 0 0 0 0 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 0 0 0 0 12 5 0 0 0 0 1 00 1 67 1 00 1 67 1 00 1 00 0 70 Span Shear(k Moment(f -k Mom +Shr Deflection(in) 5 21 3 0 0 0 0 11 5 0 0 0 0 1 00 1 67 1 00 1 67 1 00 1 00 0 70 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 6 20 0 0 0 0 0 15 6 15 6 0 0 1 00 1 67 1 00 1 00 1 00 1 00 0 70 7 1 3 0 0 0 0 1 3 0 0 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 1 RS -0 19 4 00 0 05 RS 0 12 7 08 0 02 LS 0 '00 0 01 2 RL -0 96 4 00 0 24 RL 2 20 7 08 0 31 RL 0 13 0 00 3 RL 1 22 4 00 0 30 MS 3 12 7 08 0 44 RS 0 13 -0 37 4 LL 0 84 4 00 0 21 LL 2 66 7 08 0 37 LL 0 17 -0 11 5 RL -0 81 4 00 0 20 RL 2 22 7 08 0 31 RL 0 12 -0 16 6 LL 0 90 4 00 0 22 MS 2 58 7 08 0 36 LL 0 11 -0 32 7 LS 0 11 4 00 0 03 LS 0 07 7 08 0 01 LS 0 00 0 08 UNBRACE LENGTHS LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 Span Lap_Shear(k Shear_Ratio Id Left Right Left Right UNBRACE LENGTHS 2 0 49 0 25 Available 3 0 49 0 71 0 25 0 36 Reduction 4 0 71 0 68 0 36 0 35 Span Minor Cb Factor 5 0 68 0 82 0 35 0 42 Id Major LS LL MS RL RS LS LL M5 RL RS Out In 6 0 82 0 42 LOAD COMBINATION 8 6 DL +CL +SL /2 +AUX3 C o Page 233 Of 526 Page 234 Of 526 Job No 1 3869 I modify I I Job No 1 3669 modify Customer' CLALLAM BUILDERS AND Date 1 4/2/2008 "`I Customer I CLALLAM BUILDERS AND Date 1 4/2/2008 Description' WESTPORT SHIPYARD INTERIOR 1 Designed By' DLB SYSTEMS. INC. NCI STEEL BUILDING Checked Byl V41 Descrt. aponl WESTPORT SHIPYARD INTERIOR Designed RA DLB Checked By I V41 3869C °ea Purlin Design Report (Surface 2) n 4/ 2/08 8 a 09am 1 RS 0 18 4 00 0 05 RS -0 12 7 08 0 02 LS 0 00 -0 01 2 RL 0 88 4 00 0 22 RS 1 83 7 08 0 26 RL 0 09 0 02 3 RL 1 22 4 00 0 31 MS 2 56 4 96 0 52 RL 0 21 0 27 4 LL 1 24 4 00 0 31 MS 2 76 4 96 0 56 LL 0 21 0 32 5 RL 1 28 4 00 0 32 RL -3 51 7 08 0 50 RL 0 31 0 23 6 LL 1 45 4 00 0 36 MS 4 20 4 96 0 85 LL 0 28 0 54 7 LS -0 18 4 00 0 05 LS -0 12 7 08 0 02 LS 0 00 -0 13 PORLIN ANALYSIS SHEET 117 of 263 Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 2 12 0 7 1 0 0 0 0 3 0 1 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 3 20 0 1 9 1 6 0 0 1 7 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 1 9 4 0 0 0 2 4 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 HCI Steel buildings Inc. 1 Job No 1 3869 Customer I CLALLAH BUILDERS AND I Desoriptionl WESTPORT SHIPYARD INTERIOR HCI STEEL. BUILDING 1 i SYSTEMS. INC. LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 Span Lap_Shear(k Shear_Ratio Id Left Right Left Right LOAD COMBINATION 11 7 DL +CL +SL /2 +AUX4 PURLIN ANALYSIS STRENGTH /DEFLECTION modify Date 1 4/2/2008 Designed By' DLB Checked By I V91 3869C Purlin Design Report (Surface 2) 4/ 2/08 8 09am 5 22 3 1 9 2 2 0 0 3 3 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 6 20 0 1 9 2 6 0 0 0 0 15 5 1 00 1 67 1 00 1 00 1 00 1 00 0 70 7 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 Shear(k Moment(f k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0 00 -0 11 0 00 0 00 0 00 0 07 2 0 25 -0 63 -0 80 0 07 -0 29 2 88 2 00 3 34 3 1 36 1 08 1 35 1 63 3 34 1 06 2 82 9 07 3 25 6 04 4 1 67 1 39 -1 23 -1 51 6 04 3 17 3 29 11 17 1 73 4 29 5 0 96 0 80 -0 73 -0 89 4 29 2 64 -1 03 11 04 2 01 3 53 6 1 05 0 88 -0 70 3 53 1 72 2 72 11 96 0 07 7 0 11 0 00 0 07 0 00 1 29 0 00 Span Shear(k Moment(£ -k Mom +Shr Deflection(in) Page 235 Of 526 Page 236 Of 526 Job No 1 3869 I modify I customer I CLALLAM BUILDERS AND I Date 1 4/2/2008 Description' WESTPORT SHIPYARD INTERIOR I Designed By1 DLB HCI STEEL BUILDING SYSTEMS. INC. 1 I Checked By 1 V41 o Purlin Design Report (Surface 2) 3869C 4/ 2/08 8 09am r Id Loc Calc Allow UC Loc Cale Allow Loc UC Calc Allow 1 RS 11 4 00 0 03 RS 0 07 7 08 0 01 LS 0 00 0 00 2 RL -0 63 4 00 0 16 RL 2 00 7 08 0 28 RL 0 09 0 03 3 RL -1 35 4 00 0 34 RL 3 25 7 08 0 46 RL 0 28 -0 30 4 LL 1 39 4 00 0 35 MS -3 29 7 08 0 47 LL 0 27 -0 42 5 LL 0 80 4 00 0 20 LL 2 64 7 08 0 37 LL 0 16 -0 04 6 LL 0 88 4 00 0 22 MS -2 72 7 08 0 38 LL 0 09 -0 36 7 LS 0 11 4 00 0 03 LS 0 07 7 08 0 01 LS 0 00 0 09 UNBRACE LENGTHS 2 0 57 0 29 Available 3 0 57 0 58 0 29 0 30 Reduction 4 0 58 0 38 0 30 0 20 Span Minor Cb Factor 5 0 38 0 52 0 20 0 27 Id Major LS LL MS RL RS LS LL MS RL RS Out In 6 0 52 0 27 1 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 2 12 0 5 4 0 0 0 0 4 7 1 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 3 20 0 1 9 1 1 0 0 2 9 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 1 9 2 7 0 0 1 6 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 5 21 3 1 9 4 3 0 0 3 5 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 6 20 0 1 9 2 2 0 0 0 0 15 9 1 00 1 67 1 00 1 00 1 00 1 00 0 70 7 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 SHEET 118 of 263 Span Lap_Shear(k Shear_Ratio Id Left Right Left Right 2 0 45 0 23 3 0 45 0 81 0 23 0 41 4 0 81 0 57 0 41 0 29 5 0 57 0 47 0 29 0 24 6 0 47 0 24 LOAD COMBINATION 8 8 DL +CL +SL /2 +AUX5 €12/2008 HCI Steel 13uadings, Inc. Page 237 Of 526 Page 238 Of 526 Job No' 3869 Job No 1 3869 modify L. Customer' CTALLAM BUILDERS AND Date 1 4/2/2008 Customer' CLALLAM BUILDERS AND 'Date 1 9/2/2008 n.,I Description' NESTPORT SHIPYARD INTERIOR 8 I Checked By 1 V41 111 Description' wESTPORT SHIPYARD INTERIOR Designed -'I DLB HG STEEL BUILDING I Checked By I V41 SYSTEMS INC. I I Designed Byl DL 1 °edify 1 y 3869C Purlin Design Report (Surface 2) 4/ 2/08 8 09am PURLIN ANALYSIS Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup STRENGTH /DEFLECTION Span Shear(k Moment(f -k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow HCI STEEL BUILDING SYSTEMS. INC. seems s== p Purlin Design Report (Surface 2) 4/ 2/0B 8 09am II 5 21 3 1 9 2 9 0 0 2 1 1 9 1 00 167 1 00 1 67 1 00 1 00 0 70 6 20 0 1 9 3 7 0 0 0 0 14 3 1 00 1 67 1 00 1 00 1 00 1 00 0 70 7 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 3869C LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 1 0 00 -0 11 0 00 0 00 0 00 0 07 Span Lap_Shear(k Shear_Ratio 2 0 37 -0 51 -0 68 0 07 -0 71 4 24 0 80 1 91 Id Left Right Left Right 3 0 75 0 58 -0 83 -1 00 1 91 0 67 1 27 8 54 2 70 4 42 4 1 51 1 23 -1 39 -1 67 4 42 1 85 3 19 10 09 3 25 6 12 2 0 26 0 13 5 1 65 I 37 -1 25 -1 53 6 12 3 29 -2 96 11 02 2 26 4 86 3 0 26 0 59 0 13 0 30 6 1 11 0 95 -0 63 4 86 2 93 2 21 12 73 0 07 4 0 59 0 82 0 30 0 42 7 0 11 0 00 0 07 0 00 1 29 0 00 5 0 82 0 65 0 42 0 33 6 0 65 0 33 LOAD COMBINATION 9 DL +CL +SL /2 +AUX6 1 RS -0 11 4 00 0 03 RS 0 07 7 08 0 01 LS 0 00 0 01 2 RL -0 51 4 00 0 13 RS 0 96 7 08 0 14 RS 0 03 -0 02 PURLIN ANALYSIS 3 RL -0 83 4 00 0 21 RL 2 70 7 08 0 38 RL 0 17 -0 09 4 RL -1 39 4 00 0 35 RL 3 25 7 08 0 46 RL 0 28 -0 40 Shear(k Moment(f -k 5 LL 1 37 4 00 0 34 LL 3 29 7 08 0 46 LL 0 29 -0 35 Span Left Left Right Right Left Left MidSpan Right Right 6 LL 0 95 4 00 0 24 LL 2 93 7 08 0 41 LL 0 20 -0 23 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 7 LS 0 11 4 00 0 03 LS 0 07 7 08 0 01 LS 0 00 0 06 SHEET 119 of 263 1 0 00 -0 11 0 00 0 00 0 00 0 07 UNBRACE LENGTHS 2 0 33 -0 55 -0 72 0 07 -0 56 3 82 1 17 2 36 3 0 84 0 68 -0 74 -0 90 2 36 0 94 1 68 9 62 1 45 2 99 Available 4 0 87 0 71 -0 82 -0 99 2 99 1 51 1 34 9 96 2 53 4 23 Reduction 5 1 47 1 19 -1 43 1 71 4 23 1 74 2 96 9 80 3 89 6 84 Span Minor- Cb- Factor 6 1 83 1 55 -1 16 6 84 3 67 -4 34 12 23 0 12 Id Major LS LL MS RL RS LS LL MS RI RS Out In 7 0 19 0 00 0 12 0 00 1 29 0 00 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 2 12 0 8 3 0 0 0 0 1 8 1 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 STRENGTH /DEFLECTION 3 20 0 1 9 1 3 0 0 4 1 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 1 9 1 7 0 0 2 8 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 Span Shear(k Moment(f -k Mom +Shr Deflection(in) /2/2008 HCI Steel b..lidings, Inc. /2/2008 Page 239 Of 526 Page 240 Of 526 I Job No 1 3869 I modify I I Job No 1 3869 I modify Customer' CLALLAM BUILDERS AND Date 4/2/2008 Customer' CLALLAM BUILDERS AND I Date :::/2008 'Description' WESTPORT SHIPYARD INTERIOR Designed By' DLB `Descriptionl NEBTPORT SHIPYARD INTERIOR I Designed Byl id STEEL BUILDING HCI STEEL BUILDING iYSTEMS. INC. I 1 Checked By I V41 SYSTEMS, INC. I I Checked By Ill 3869C Purlin Design Report (Surface 2) 4/ 2/08 8 09am 3869C Purlin Design Report (Surface 2) 4/ 8 09am Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 RS -0 11 4 00 0 03 RS 0 07 7 08 0 01 LS 0 00 0 01 2 RL -0 55 4 00 0 14 RS 1 18 7 08 0 17 RL 0 04 -0 01 3 RL -0 74 4 00 0 28 MS -1 68 7 08 0 24 RL 0 06 -0 19 4 RL -0 82 4 00 0 21 RL 2 53 7 08 0 36 RL 0 15 -0 11 5 RL 1 43 4 00 0 36 RL 3 89 7 08 0 55 RL 0 38 -0 34 6 LL 1 55 4 00 0 39 MS -4 34 7 08 0 61 LL 0 36 -0 54 7 LS 0 19 4 00 0 05 LS 0 12 7 08 0 02 LS 0 00 0 13 1 0 00 -0 19 0 00 0 00 0 00 0 12 2 0 68 -0 83 -1 11 0 12 1 43 4 56 0 89 2 71 3 0 85 0 69 -0 73 -0 90 2 71 1 28 -1 41 9 72 1 65 3 17 Available 4 0 93 0 76 -0 77 -0 93 3 17 1 59 1 75 10 62 1 60 3 19 Reduction 5 0 90 0 74 -0 79 -0 96 3 19 1 65 1 44 10 29 2 17 3 81 Span Minor -Cb Factor 6 1 06 0 90 -0 68 3 81 1 98 -2 61 12 12 0 07 Id Major LS LL MS RL RS LS LL MS RL RS Out In 7 0 11 0 00 0 07 0 00 1 29 0 00 UNBRACE LENGTHS 1 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 OD 1 00 1 00 1 00 0 70 2 12 0 7 4 0 0 0 0 2 7 1 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 3 20 0 1 9 1 5 0 0 2 3 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 1 9 2 5 0 0 3 9 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 5 21 3 1 9 1 6 0 0 3 3 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 6 20 0 1 9 2 7 0 0 0 0 15 3 1 00 1 67 1 00 1 00 1 00 1 00 0 70 7 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 Span Lap_Shear(k Shear Ratio Id Left Right Left Right 2 031 016 3 0 31 0 40 0 16 0 20 4 0 40 0 56 0 20 0 29 5 0 56 0 91 0 29 0 47 6 0 91 0 47 LOAD COMBINATION #10 DL +CL +SL /2+AUX1 PURLIN ANALYSIS Shear(k Moment(f k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup STRENGTH /DEFLECTION Span Shear(k Moment(f-k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 RS -0 19 4 00 0 05 RS 0 12 7 08 0 02 LS 0 00 0 02 2 RL -0 83 4 00 0 21 MS 1 43 7 08 0 20 RS 0 06 -0 06 3 RL -0 73 4 00 0 18 RL 1 65 7 08.0 23 RL 0 07 -0 14 4 RL -0 77 4 00 0 19 MS -1 75 7 08 0 25 RL 0 07 -0 21 5 RL -0 79 4 00 0 20 RL 2 17 7 08 0 31 RL 0 12 -0 14 6 LL 0 90 4 00 0 22 MS -2 61 7 08 0 37 LL 0 11 -0 33 7 LS 0 11 4 00 0 03 LS 0 07 7 08 0 01 LS 0 00 0 08 UNBRACE LENGTHS SHEET 120 of 263 Available Reduction Span Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In 1 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 2 12 0 8 9 0 0 0 0 1 2 1 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 3 20 0 1 9 2 2 0 0 2 7 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 1 9 2 4 0 0 2 4 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 PURLIN ANALYSIS STRENGTH /DEFLECTION HCI Steel buildings, Inc. /2/2008 Page 241 Of 526 Page 242 Of 526 Job No l 3869 1 modify 1 I Job No 1 3869 Customer' CLALLPN BUILDERS AND I Date 1 4/2/2008 Customer! CLALLAM BUILDERS AND Date 1 4/2/2008 HCI STEEL BU 1:1 'Description' WESTPORT SHIPYARD INTERIOR 1 Designed B4 DLB I HCI bIkkL BUILDING Description) WESTPORT SHIPYARD INTERIOR I Designed By' DLB SYSTEMS, INC. l I 1 Checked By' V41 SYSTEMS. INC. 1 l Checked BY! V41 3869C Purlin Design Report (Surface 2) 4/ 2/08 8 09am 5 21 3 1 9 2 7 0 0 3 3 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 6 20 0 1 9 2 5 0 0 0 0 15 6 1 00 1 67 1 00 1 00 1 00 1 00 0 70 7 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 Span Lap_Shear(k Shear_Ratio Id Left Right Left Right 2 0 36 0 18 3 0 36 0 42 0 18 0 22 4 0 42 0 42 0 22 0 22 5 0 42 0 51 0 22 0 26 6 051 0 26 LOAD COMBINATION 411 DL +CL +SL /2 +AUX2 Shear(k Moment(f -k Span Left Left Right Right Left Left Midepan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0 00 -0 11 0 00 0 00 0 00 0 07 2 0 34 -0 54 -0 70 0 07 -0 61 3 94 1 06 2 23 3 0 81 0 65 -0 77 -0 93 2 23 0 86 1 55 9 30 1 82 3 41 4 0 96 0 80 -0 73 -0 90 3 41 1 76 1 87 10 99 1 20 2 73 5 0 80 0 64 -0 89 -1 06 2 73 1 38 -0 95 9 18 3 59 5 42 6 1 76 1 48 1 23 5 42 2 38 -4 91 11 75 0 12 7 0 19 0 00 0 12 0 00 1 29 0 00 Span -Shear(k Moment(f k Mom +Shr Deflection(in) 3869C Purlin Design Report (Surface 2) Id Loc Calc Allow OC Loc Calc Allow UC Loc UC Calc Allow 1 RS -0 11 4 00 0 03 RS 0 07 7 08 0 01 LS 0 00 0 01 2 RL -0 54 4 00 0 14 95 1 12 7 08 0 16 RL 0 03 -0 01 3 RL -0 77 4 00 0 19 RL 1 82 7 08 0 26 RL 0 09 -0 16 4 LL 0 80 4 00 0 20 145 -1 87 7 08 0 26 LL 0 09 -0 23 5 RL -0 89 4 DO 0 22 RL 3 59 7 08 0 51 RL 0 29 -0 01 6 LL 1 48 4 00 D 37 M5 -4 91 7 08 0 69 LS 0 19 -0 68 7 LS 0 19 4 00 0 05 LS 0 12 7 08 0 02 LS 0 00 0 16 UNBRACE LENGTHS Available Reduction Span Minor --Cb Factor Id Major LS LL MS RL RS LS LL MS RL R5 Out In 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 2 12 0 7 7 0 0 0 0 2 5 1 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 3 20 0 1 9 1 5 0 0 2 8 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 1 9 2 6 0 0 1 8 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 5 21 3 1 9 2 6 0 0 5 5 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 6 20 0 1 9 1 8 0 0 0 0 16 3 1 00 1 67 1 00 1 00 1 00 1 00 0 70 7 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 SHEET 121 of 263 Span Lap_Shear(k Shear_Ratio Id Left Right Left Right 2 0 30 0 15 3 0 30 0 45 0 15 0 23 4 0 45 0 36 0 23 0 19 5 0 36 0 72 0 19 0 37 6 0 72 0 37 LOAD COMBINATION 812 DL +CL +SL -1 0AUX1 modify 1 4/ 2/08 8 09am HCI Steel Buildings, Inc. 2/2008 I Job No 1 3869 1 modify 1 1 customer I CLALLAH BUILDERS AND I Date 1 4/2/2006 Description' WESTPORT SHIPYARD INTERIOR I Designed Sy' DLB 3Y TEMS. INC.�ING I Checked BYI V91 3869C Purlin Design Report (Surface 2) 4/ 2/08 8 09am PURLIN ANALYSIS Shear(k Moment(f k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup STRENGTH /DEFLECTION Span Shear(k Moment(f k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 RS -0 11 4 00 0 03 RS 0 07 7 08 0 01 LS 0 00 0 00 2 RL -0 63 4 00 0 16 AL 2 06 7 08 0 29 RL 0 10 0 03 3 RL 1 31 4 00 0 33 RL 2 96 7 08 0 42 RL 0 24 -0 32 4 LL 1 31 4 00 0 33 LL 2 96 7 08 0 42 LL 0 24 -0 33 5 RL -1 35 4 00 0 34 RL 3 68 7 08 0 52 RL 0 34 -0 24 6 LL 1 52 4 00 0 38 MS -4 41 7 08 0 62 LL 0 31 -0 56 7 LS 0 19 4 00 0 05 LS 0 12 7 08 0 02 LS 0 00 0 14 Page 243 Of 526 Page 244 Of 526 HCI STEEL BUILDING SYSTEMS. INC. ?DRLIN ANALYSIS SHEET 122 of 263 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 1 0 00 -0 11 0 00 0 00 0 00 0 07 Span Lap_Shear(k Shear_Ratio 2 0 24 -0 63 -0 79 0 07 -0 26 2 77 2 06 3 39 Id Left Right Left Right 3 1 36 1 08 -1 31 1 59 3 39 1 10 -2 87 9 20 2 96 5 68 4 1 59 1 31 -1 28 1 55 5 68 2 96 -2 85 10 74 2 65 5 31 2 0 45 0.23 5 1 52 1 24 -1 35 -1 63 5 31 2 72 2 47 10 25 3 68 6 47 3 0 45 0 76 0 23 0 39 6 1 79 1 52 1 16 6 47 3 37 -4 41 12 13 0 12 4 0 76 0 71 0 39 0 36 7 0 19 0 00 0 12 0 00 1 29 0 00 5 0 71 0 86 0 36 0 44 6 0 86 0 44 Job No 1 3869 1 modify 1 Customer' CLALLAM BUILDERS AND I Date 1 4/2/2008 Description' WESTPORT SHIPYARD INTERIOR 1 Designed By' DLB I 1 Checked By' V41 3869C Purlin Design Report (Surface 2) 4/ 2/08 8 09am ==mma= 5 21 3 1 9 2 6 0 0 3 3 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 6 20 0 1 9 2 5 0 0 0 0 15 5 1 00 1 67 1 00 1 00 1 00 1 00 0 70 7 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 LOAD COMBINATION 613 DL +CL +SL -1 OAUX2 Shear(k Moment(f-k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0 00 -0 19 0 00 0 00 0 00 0 12 UNBRACE LENGTHS 2 0 57 -0 92 -1 20 0 12 -0 99 3 89 1 88 3 87 3 1 40 1 12 -1 28 -1 55 3 87 1 51 2 72 9 45 2 79 5 44 Available 4 1 56 1 28 -1 31 1 59 5 44 2 79 2 74 10 52 3 05 5 77 Reduction 5 1 61 1 34 -1 25 1 53 5 77 3 00 -3 03 10 91 2 26 4 87 Span Minor- Cb Factor 6 1 10 0 93 -0 62 4 87 2 96 -2 14 12 78 0 07 Id Major LS LL MS RL RS LS LL MS RL RS Out In 7 0 11 0 00 0 07 0 00 1 29 0 00 1 1.3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 2 12 0 5 2 0 0 0 0 4 9 1 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 STRENGTH /DEFLECTION 3 20 0 1 9 1 1 0 0 2 6 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 1 9 2 7 0 0 2 4 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 Span Shear(k Moment(f k) Mom +Shr Deflection(in) HCI STEEL BUILDING SYSTEMS. INC. ..a =ew 3869C Purlin Design Report (Surface 2) 4/ 2/08 8 09am Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 RS -0 19 4 00 0 05 RS 0 12 7 08 0 02 LS 0 00 0 01 2 RL -0 92 4 00 0 23 RS 1 94 7 08 0 27 RL 0 10 -0 02 3 RL 1 28 4 00 0 32 RL 2 79 7 08 0 39 RL 0 22 -0 29 4 RL -1 31 4 00 0 33 RL 3 05 7 08 0 43 RL 0 25 -0 30 5 LL 1 34 4 00 0 33 045 -3 03 7 08 0 93 LL 0 25 -0 37 6 LL 0 93 4 00 0 23 LL 2 96 7 08 0 42 LL 0 21 -0 22 7 LS 0 11 4 00 0 03 LS 0 07 7 08 0 01 LS 0 00 0 06 UNBRACE LENGTHS LAP BOLT SHEAR /BEARING Span Lap_Shear(k Id Left Right 2 0 52 3 0 52 0 73 4 0 73 0 77 5 0 77 0 65 6 0 65 Shear_Ratio Left Right 0 26 O 26 0 37 O 37 0 39 0 39 0 33 O 33 LOAD COMBINATION #14 DL+CL +1 6AUX3 HCI Steel Buildings, Inc. /2/2008 Page 245 Of 526 Page 246 Of 526 Job No 1 3869 I modify I Job No 1 3869 I modify 1 Customer' CLALLAM BUILDERS AND I Date 1 4/2/2008 Customer' CLALLAM BUILDERS AND I Date 1 4/2/2008 Descraptionl WESTPORT SHIPYARD INTERIOR I Designed By+ DLB I._ Description) HCI STEEL BUILDING WESTPORT SHIPYARD INTERIOR I De igned By' DLB I I Checked Byl V91 SYSTEMS. INC. I I Checked BYl v41 3869C Purlin Design Report (Surface 2) 4/ 2/08 8 09am PURLIN ANALYSIS Shear(k Moment(f k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0 00 -0 16 0 00 0 00 0 00 0 11 2 0 44 -0 84 -1 07 0 11 -0 67 3 50 2 11 3 90 3 1 32 1 08 -0 97 -1 20 3 90 1 65 2 97 10 43 0 72 2 76 Available 4 0 39 0 34 -0 13 -0 18 2 76 2 07 -0 10 14 55 0 22 0 51 Reduction 5 0 25 0 20 -0 27 -0 32 0 51 0 09 -0 64 9 25 0 74 1.30 Span Minor Cb Factor 6 0 33 0 28 -0 21 1 30 0 72 -0 76 12 35 0 02 Id Major LS LL MS RL RS LS LL MS RL RS Out In 7 0 03 0 00 0 02 0 00 1 29 0 00 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 2 12 0 7 6 0 0 0 0 2 6 1 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 STRENGTH /DEFLECTION 3 20 0 1 9 1 5 0 0 2 6 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 1 9 2 6 0 0 2 8 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 Span Shear(k Moment(f -k Mom +Shr Deflection(in) 5 21 3 1 9 2 6 0 0 2 1 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 6 20 0 1 9 3 9 0 0 0 0 14 2 1 00 1 67 1 00 1 00 1 00 1 00 0 70 7 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 1 RS -0 16 4 00 0 04 RS 0 11 7 08 0 01 LS 0 00 0 00 2 RL -0 84 4 00 0 21 RL 2 11 7 08 0 30 RL 0 11 0 01 3 LL 1 08 4 00 0 27 MS 2 97 7 08 0 42 LS 0 10 -0 38 4 LL 0 34 4 00 0 09 LL 2 07 6 53 0 32 LL 0 09 0 08 5 RL -0 27 4 00 0 07 RL 0 74 7 08 0 10 RL 0 01 -0 08 Bolt 0 500 (A325 6 LL 0 28 4 00 0 07 MS -0 76 7 08 0 11 LL 0 01 -0 09 7 LS 0 03 4 00 0 01 LS 0 02 7 08 0 00 LS 0 00 0 02 UNBRACE LENGTHS SHEET 123 of 263 Available Reduction Span Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 2 12 0 6 7 0 0 0 0 3 4 1 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 3 20 0 1 9 1 7 0 0 0 8 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 1 9 10 0 0 0 2 1 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 HCI Steel Buildings, Inc. +/2/2008 Job No 1 3869 1 modify 1 Customer I CLALLAM BUILDERS AND 1 Date 1 4/2/2008 1 Description' WESTPORT SHIPYARD INTERIOR I Designed By' DLB HCI STEEL BUILDING 1 I Ch By r4S, INC. I V41 3869C Purlin Design Report (Surface 2) 4/ 2/08 8 09am 5 21 3 1 9 14 3 0 0 3 2 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 6 20 0 1 9 3 0 0 0 0 0 15 1 1 00 1 67 1 00 1 00 1 00 1 00 0 70 7 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 1 RS -0 03 4 00 0 01 RS 0 02 7 08 0 00 LS 0 00 -0 02 2 RL -0 31 4 00 0 08 RL 1 78 6 48 0 28 RL 0 07 0 06 3 RL -1 17 4 00 0 29 RL 2 99 7 08 0 42 RL 0 23 -0 26 4 LL 1 23 4 00 0 31 MS -3 08 7 08 0 44 LL 0 22 -0 41 5 LL 0 33 4 00 0 08 LL 2 12 4 96 0 43 LL 0 09 0 11 Bolt 0 500 (A325 6 LL 0 25 4 00 0 06 MS -1 00 7 08 0 14 L5 0 00 -0 15 7 LS 0 03 4 00 0 01 LS 0 02 7 08 0 00 LS 0 00 0 03 LAP BOLT SHEAR /BEARING Span Lap_Shear(k Shear_Ratio Id Left Right Left Right 2 0 52 0 27 3 052 037 027 019 4 0 37 0 07 0 19 0 03 5 0 07 0 17 0 03 0 09 6 0 17 0 09 LOAD COMBINATION #15 DL +CL +1 6AUX4 PURLIN ANALYSIS STRENGTH /DEFLECTION Span Shear(k Moment(f -k Mom +Shr Deflection(in) Page 247 Of 526 Page 248 Of 526 I Job No 1 3869 Customer' CLALLAM BUILDERS AND Description' WESTPORT SHIPYARD INTERIOR HCI 51 MtL BUILDING SYSTEMS. INC. 3869C Purlin Design (Surface 2) 4/ 2/08 =a6 e Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow UNBRACE LENGTHS Shear(k Moment(f -k LAP BOLT SHEAR /BEARING Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup Bolt 0 500 (A325 1 0 00 -0 03 0 00 0 00 0 00 0 02 Span Lap_Shear(k Shear_Ratio 2 -0 04 -0 31 -0 36 0 02 0 02 0 00 1 78 2 41 Id Left Right Left Right 3 1 11 0 87 1 17 -1 41 2 41 0 55 2 46 8 79 2 99 5 42 4 1 47 1 23 -0 98 -1 22 5 42 2 89 3 08 11 60 0 73 2 79 2 0 32 0 16 5 0 38 0 33 -0 14 -0 19 2 79 2 12 0 05 14 27 0 40 0 71 3 0 32 0 72 0 16 0 37 6 0 30 0 25 -0 23 0 71 0 19 1 00 11 25 0 02 4 0 72 0 37 0 37 0 19 7 0 03 0 00 0 02 0 00 1 29 0 00 5 0 37 0 09 0 19 0 05 6 0 09 0 05 SHEET 124 of 263 Available Reduction Span Minor Cb Factor Id Major L5 LL MS RL RS LS LL MS RL RS Out In 1 1 3 1 3 1.3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 2 12 0 10 1 10 1 10 1 10 1 1 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 3 20 0 1 9 0 7 0 0 3 1 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 1 9 2 7 0 0 0 8 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 5 21 3 1 9 17 5 17 5 17 5 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 6 20 0 1 9 0 8 0 0 0 0 17 3 1 00 1 67 1 DO 1 00 1 00 1 00 0 70 7 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 LOAD COMBINATION #16 DL +CL +1 6AUX5 modify Da 1 4/2/2008 D esigned B4 DLB Check By I V41 3869C HCI Steel buildings, Inc. 12/2008 HCI STEEL BUILDING SYSTEMS. INC. PURLIN ANALYSIS Shear(k Moment(f-k LAP BOLT SHEAR /BEARING Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup Bolt 0 500 (A325 1 0 00 -0 03 0 00 0 00 0 OD 0 02 Span Lap_Shear(k Shear_Ratio 2 0 15 -0 12 -0 17 0 02 -0 41 5 65 -0 14 0 14 Id Left Right Left Right 3 0 13 0 08 -0 35 -0 40 0 14 -0 07 -0 20 4 99 2 11 2 82 4 1 21 0 97 -1 24 -1 48 2 82 0 78 -2 94 9 55 3 16 5 71 2 0 02 0 01 5 1 48 1 24 -0 97 1 21 5 71 3 17 2 92 11 69 0 81 2 85 3 0 02 0 38 0 01 0 19 6 0 41 0 36 -0 13 2 85 2 13 -0 28 15 23 0 02 4 0 38 0 76 0 19 0 39 7 0 03 0 00 0 02 0 00 1 29 0 00 5 0 76 0 38 0 39 0 19 6 0 38 0 19 STRENGTH /DEFLECTION Span Shear(k Moment(f-k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 RS -0 03 4 00 0 01 RS 0 02 7 08 0 00 LS 0 00 0 01 2 IS 0 15 4 00 0 04 MS -0 41 7 08 0 06 LS 0 00 -0 02 3 RL -0 35 4 00 0 09 RL 2 11 6 77 0 31 RL 0 09 0 07 4 RL 1 24 4 00 0 31 RL 3 16 7 08 0 45 RL 0 26 -0 38 5 LL 1 24 4 00 0 31 LL 3 17 7 08 0 45 LL 0.26 -0 37 6 LL 0 36 4 00 0 09 LL 2 13 6 90 0 31 LL 0 09 0 06 7 LS 0 03 4 00 0 01 LS 0 02 7 08 0 00 LS 0 00 0 00 UNBRACE LENGTHS Job No 3869 1 modify 1 Customer' CLALLAN BUILDERS AND I Date 4/2/2008 Description! NESTPORT SHIPYARD INTERIOR I Designed By! DLB 1 l Checked By l V41 Purlin Design Report (Surface 2) 4/ 2/08 8 09am Available Reduction Span Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 2 12 0 10 1 0 0 0 0 0 0 0 8 1 00 1 00 1 00 1 67 1 00 1 00 0 70 3 20 0 1 1 0 0 0 0 9 2 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 1 9 0 9 0 0 3 0 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 Page 249 Of 526 Page 250 Of 526 HCI STEEL BUILDING SYSTEMS. INC. 3869C Purlin Design Report (Surface 2) 4/ 2/08 8 09am 5 21 3 1 9 3 0 0 0 0 9 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 6 20 0 1 9 8 8 0 0 0 0 9 3 1 00 1 67 1 00 1 00 1 00 1 00 0 70 7 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 LOAD COMBINATION #17 DL +CL +1 6AUX6 PORLIN ANALYSIS STRENGTH /DEFLECTION SHEET 125 of 263 Job No l 3869 modify Customer 1 CLALLAM BUILDERS AND 1 Date 1 4/2/2008 Description) WESTPORT SHIPYARD INTERIOR I Designed B_y( DLB l Checked By' V41 Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0 00 -0 03 0 00 0 00 0 00 0 02 2 0 09 -0 18 -0 23 0 02 -0 14 3 44 0 46 0 85 3 0 28 0 23 -0 20 -0 25 0 85 0 36 -0 65 10 56 0 11 0 54 4 0 18 0 13 -0 34 -0 39 0 54 0 24 -0 10 6 86 2 01 2 69 5 1 19 0 95 -1 26 1 50 2 69 0 69 2 88 9 39 3 42 6 00 6 1 56 1 32 -0 97 6 00 3 31 3 58 12 32 0 11 7 0 16 0 00 0 11 0 00 1 29 0 00 Span Shear(k Moment(f -k Mom +Shr Deflection(in) HCI Steel buildings, Inc. /2/2008 Job Bo' 3869 1 modify 1 Customer I CLALLAM BUILDERS AND HCI STEEL BUILDING Date 9/2/2008 I Description) WESTPORT SHIPYARD INTERIOR Designed ByI DLB SYSTEMS. INC. I 1 Checked By V41 4/ 2/08 8 09am 3869C Purlin Design Report (Surface 2) UNBRACE LENGTHS LAP BOLT SHEAR /BEARING LOAD COMBINATION #18 DL +CL +1 6AUX7 Id Loc Calc Allow UC Loo Calc Allow UC Loc UC Calc Allow 1 RS -0 03 4 00 0 01 RS 0 02 7 08 0 00 LS 0 00 0 00 2 RL -0 18 4 00 0 05 RL 0 46 7 08 0 07 RL 0 01 0 00 3 LL 0 23 4 00 0 06 MS -0 65 7 08 0 09 LS 0 00 -0 08 4 RL -0 34 4 00 0 08 RL 2 01 6 59 0 31 RL 0 08 0 08 5 RL 1 26 4 00 0 32 RL 3 42 7 08 0 48 RL 0 29 -0 36 6 LL 1 32 4 00 0 33 MS 3 58 7 08 0 51 LL 0.28 -0 43 7 15 0 16 4 00 0 04 1.5 0 11 7 08 0 01 LS 0 00 0 11 Page 251 Of 526 Page 252 Of 526 I HCI STEEL BUILDING SYSTEMS. INC. SHEET 126 of 263 Job No 1 3869 C Customer I CLALLAM BUILDERS AND Description] WESTPORT SHIPYARD INTERIOR 3869C Purlin Design Report (Surface 2) PURLIN ANALYSIS modify I Date 1 4/2/2008 Designed ByI DLB Checked By V41 4/ 2/08 8 09am Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0 00 -0 16 0 00 0 00 0 00 0 11 2 0 72 -0 56 -0 80 0 11 -1 94 5 69 -0 69 0 58 3 0 12 0 07 -0 36 -0 42 0 58 0 40 0 30 4 56 2 77 3 50 Available 4 1 38 1 14 -1 07 -1 30 3 50 1 13 -4 05 10 93 0 45 2 67 Reduction 5 0 27 0 21 -0 26 -0 31 2 67 2 22 1 37 9 85 2 59 3 12 Span Minor Cb- Factor 6 1 41 1 17 -1 11 3 12 0 69 -4 77 11 17 0 11 Id Major LS LL MS RL RS LS LL MS RL RS Out In 7 0 16 0 00 0 11 0 00 1 29 0 00 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 2 12 0 6 6 0 0 0 0 3 5 1 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 STRENGTH /DEFLECTION 3 20 0 1 9 1 7 0 0 0 6 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 1 9 2 3 0 0 9 8 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 Span Shear(k Moment(f -k Mom +Shr Deflection(in) 5 21 3 1 9 0 8 0 0 3 2 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 6 20 0 1 9 2 9 0 0 0 0 15 2 1 00 1 67 1 00 1 00 1 00 1 00 0 70 7 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 1 RS -0 16 4 00 0 04 RS 0 11 7 08 0 01 LS 0 00 0 04 2 LS 0 72 4 00 0 18 MS 1 94 7 08 0 27 RL 0 02 -0 11 3 RL -0 36 4 00 0 09 RL 2 77 4 96 0 56 RL 0 16 0 18 4 LL 1 14 4 00 0 29 MS -4 05 7 08 0 57 LS 0 09 -0 64 5 RL -0 26 4 00 0 06 RL 2 59 4 96 0 52 RL 0 14 0 36 Bolt 0 500 (A325 6 LL 1 17 4 00 0 29 MS -4 77 7 08 0 67 LS 0 08 -0 72 7 LS 0 16 4 00 0 04 LS 0 11 7 08 0 01 15 0 00 0 16 Span Lap_Shear(k Shear_Ratio Id Left Right Left Right UNBRACE LENGTHS 2 0 11 0 06 Available 3 0 11 0 07 0 06 0 04 Reduction 4 0 07 0 36 0 04 0 18 Span Minor Cb Factor 5 0 36 0 80 0 18 0 41 Id Major LS LL MS RL RS LS LL MS RL RS Out In 6 0 80 0 41 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 2 12 0 10 1 0 0 0 0 0 0 0 8 1 00 1 00 1 00 1 67 1 00 1 00 0 70 3 20 0 1 9 16 2 16 2 16 2 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 1 9 1 1 0 0 16 4 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 HCI Steel Buildings, Inc. ./2/2008 Job No' 3869 I modify 1 Customer' CLALLAM BUILDERS AND I Date I 9/2/2008 Description' WESTPORT SHIPYARD INTERIOR Designed By[ DLB 1: HCI STEEL BUILDING SYSTEMS. INC. 1 Checked By I V91 mma 3869C Purlin Design Report (Surface 2) 4/ 2/08 8 09am ..a= 21 3 Q a m s 1 9 17 5 17 5 17 5 19 1 00 1 67100 1 67 1 00 1 00 0 70 5 6 20 0 1 9 0 6 0 0 0 0 17 5 1 00 1 67 1 00 1 00 1 00 1 00 0 70 7 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 Span Lap_Shear(k Shear_Ratio Id Left Right Left Right 2 0 08 0 04 3 0 08 0 47 0 04 0 24 4 0 47 0 36 0 24 0 18 5 0 36 0 42 0 18 0 21 6 0 42 0 21 LOAD COMBINATION #19 DL +CL +1 6AUX8 PURLIN ANALYSIS STRENGTH /DEFLECTION Span Shear(k Moment(f -k Mom +Shr Deflection(in) Page 253 Of 526 Page 254 Of 526 HCI STEEL BUILDING SYSTEMS. INC. UNBRACE LENGTHS SHEET 127 of 263 Shear(k Moment(f -k LAP BOLT SHEAR /BEARING Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup Bolt 0.500 (A325 1 0 00 -0 03 0 00 0 00 0 00 0 02 Span Lap_Shear(k Shear_Ratio 2 -0 12 -0 39 -0 44 0 02 0 02 0 00 2 61 3 40 Id Left Right Left Right 3 1 32 1 08 -0 97 1 20 3 40 1 15 3 47 10 43 0 23 2 27 4 0 26 0 21 -0 26 -0 31 2 27 1 83 1 03 9 59 2 32 2 86 2 0 45 0 23 5 1 31 1 07 1 14 -1 38 2 86 0 63 3 91 10 36 1 23 3 58 3 0 45 0 30 0 23 0 15 6 0 45 0 40 -0 09 3 58 2 79 -0 13 16 60 0 02 4 0 30 0 38 0 15 0 20 7 0 03 0 00 0 02 0 00 1 29 0 00 5 0 38 0 48 0 20 0.24 6 0 48 0.24 Job No 1 3869 I modify Customer' CLALLAM BUILDERS AND I Date 1 4/2/2008 Description' WESTPORT SHIPYARD INTERIOR I Designed By' DLB I I Checked Ey' V41 3869C Purlinn Report (Surface 2) 4/ 2/08 8 09am Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 RS -0 03 4 00 0 01 RS 0 02 7 08 0 00 L5 0 OD -0 03 2 RL -0 39 4 00 0 10 RL 2 61 6 48 0 40 RL 0 14 0 09 3 LL 1 08 4 00 0 27 MS -3 47 7 08 0 49 LS 0 08 -0 48 4 RL -0 26 4 00 0 07 RL 2 32 4 96 0 47 RL 0 11 0 29 5 RL -1 14 4 00 0 28 MS -3 91 7 08 0 55 RS 0 09 -0 61 6 LL 0 40 4 00 0 10 LL 2 79 5 92 0 47 LL 0 16 0 14 7 LS 0 03 4 00 0 01 LS 0 02 7 08 0 00 LS 0 00 -0 02 Available Reduction Span Minor Cb Factor Id Major LS LL MS RL RS L5 LL M5 RL RS Out In 1 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 2 12 0 10 1 10 1 10 1 10 1 1 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 3 20 0 1 9 1 1 0 0 15 1 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 1 9 17 5 17 5 17 5 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 5 21 3 1 9 0 6 0 0 1 2 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 6 20 0 1 9 11 6 0 0 0 0 6 5 1 00 1 67 1 00 1 00 1 00 1 00 0 70 7 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 LOAD COMBINATION #20 DL +CL +SL +AUX9 HC1 Steel Buildings, Inc. 12/2008 HCI STEEL BUILDING SYSTEMS. INC. 3869C Purlin Design Report (Surface 2) 4/ 2/08 8 09am PURLIN ANALYSIS Page 255 Of 526 Page 256 Of 526 I Job NoI 3869 1 modify l I Job No 1 3869 1 modify Customer l CLALLAH BUILDERS AND I Date l 4/2/2008 Customer) CLALLAM BUILDERS AND I Date 1 4/2/2008 Description) WESTPORT SHIPYARD INTERIOR I Designed ByI DLB L +Description) NESTPORT SHIPYARD INTERIOR Designed Byl DLB HCI SIMSL BUILDING 1 i Checked By I V41 SYSTEMS. INC. I l Checked By I V41 Shear(k Moment(f k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup STRENGTH /DEFLECTION Span Shear(k Moment(f k Mom +Shr Deflection(in) Id Loc Calc Allow DC Loc Calc Allow UC Loc UC Calc Allow 38690 Purlin Design Report (Surface 2) 4/ 2/08 8 09am 5 21 3 1 9 2 6 0 0 3 3 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 6 20 0 1 9 2 5 0 0 0 0 15 6 1 00 1 67 1 00 1 00 1 00 1 00 0 70 7 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 1 0 00 -0 80 0 00 0 00 0 00 0 52 Span Lap_Shear(k Shear_Ratio 2 2 57 -2 54 3 25 0 52 -5 20 4 64 2 12 7 56 Id Left Right Left Right 3 2 49 1 85 -1 29 -1 56 7 56 3 50 -2 75 9 83 2 84 5 51 4 1 58 1 30 -1 29 -1 56 5 51 2 81 -2 91 10 68 2 68 5 35 2 1 01 0 51 5 1 52 1 24 1 35 1 62 5 35 2 76 2 45 10 27 3 68 6 46 3 1 01 0 73 0 51 0 38 6 1 79 1 52 -1 16 6 46 3 36 -4 41 12 13 0 12 4 0 73 0 71 0 38 0 36 7 0 19 0 00 0 12 0 00 1.29 0 00 5 0 71 0 86 0 36 0 44 6 0 86 0 44 DEFLECTION 1 RS -0 80 4 00 0 20 RS 0 52 7 08 0 07 RS 0 05 0 09 LOAD COMBINATION 1 LL 2 LS 2 57 4 00 0 64 MS 5 20 7 08 0 73 RS 0 45 -0 23 3 LL 1 85 4 00 0 46 LS 3 78 7 08 0 53 LS 0 38 -0 26 Span DEFLECTION(in) 4 LL 1 30 4 00 0 33 MS -2 91 7 08 0 41 LL 0 22 -0 34 id Calc Allow Ratio 5 RL 1 35 4 00 0 34 RL 3 68 7 08 0 52 RL 0 34 -0 24 6 LL 1 52 4 00 0 38 MS -4 41 7 08 0 62 LL 0 31 -0 56 1 0 01 7 LS 0 19 4 00 0 05 LS 0 12 7 08 0 02 LS 0 00 0 14 2 -0 01 0 96 0 01 3 -0 19 1 60 0 12 UNBRACE LENGTHS 4 -0.22 1 70 0 13 5 -0 15 1 70 0 09 Available 6 -0 37 1 60 0 23 Reduction 7 0 09 Span Minor Cb- Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In LOAD COMBINATION 2 SL 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 2 12 0 9.2 0 0 0 0 0 9 1 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 Span DEFLECTION(in) 3 20 0 1 9 2 3 0 0 2 6 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 Id Calc Allow Ratio 4 21 3 1 9 2 5 0 0 2 4 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 SHEET 128 of 263 HCI Steel buildings, Inc. ./2/2008 1 Job No 1 3869 1 modify 1 I Customer' CLALLAM BUILDERS AND I Date 1 4/2/2008 Description I WESTPORT SHIPYARD INTERIOR De igned By� DLB HCI STEEL BUILDING SYSTEMS. INC. INC I I Checked By' V41 3869C Purlin Design Report (Surface 2) 1 0 01 2 -0 01 0 96 0 01 3 -0 23 1 60 0 15 4 -0 28 1 70 0 16 5 -0 19 1 70 0 11 6 -0 46 1 60 0.29 7 0 11 PURLIN ANALYSIS ROOF PURLIN PURLIN LAYOUT (Purlin Id= 2) 3669C Purlin Design Report (Surface 2) 4/ 2/08 8 09am 4/ 2/08 8 09am Page 257 Of 526 Page 258 Of 526 1 Job No 1 3869 I modify 1 Customer I CLALLAM BUILDERS AND I Date 1 4/2/2008 Description' WESTPORT SHIPYARD INTERIOR Designed B DLB HCI STEEL BUILDING SYSTEMS. INC. 1 1 Checked By V41 STRENGTH /DEFLECTION SHEET 129 of 263 3869C Purlin Design Report (Surface 2) 4/ 2/08 8 09am a a= Shear(k Moment(f k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loa Lap Sup 1 0 00 -0 16 0 00 0 00 0 00 0 10 1 2 0 47 -0 75 -0 98 0 10 -0 82 3 91 1 52 3 14 3 1 14 0 91 -1 05 -1 28 3 14 1.22 2 20 9 39 2 37 4 56 4 1 30 1 07 -1 05 -1 28 4 56 2 34 -2 37 10 70 2 19 4 37 5 1 24 1 02 1 10 -1 33 4 37 2 25 2 01 10 27 3 01 5 29 6 1 47 1 24 -0 95 5 29 2 75 3 61 12 13 0 10 7 0 16 0 00 0 10 0 00 1 29 0 00 Span Shear(k Moment(f -k Mom +Shr Deflection(in) DESIGN RUN 1, SURFACE 2 Id Loc Calc Allow OC Loc Calc Allow UC Loc UC Calc Allow (Edge Strip Zone= 6 00) 1 RS -0 16 4 00 0 04 RS 0 10 7 08 0 01 LS 0 00 0 01 2 RL -0 75 4 00 0 19 RS 1 57 7 08 0 22 RL 0 07 -0 01 3 RL -1 05 4 00 0 26 RL 2 37 7 08 0 33 RL 0 15 -0 23 4 LL 1 07 4 00 0 27 MS 2 37 7 08 0 33 LL 0 15 -0 28 5 RL 1 10 4 00 0 28 RL 3 01 7 08 0 43 RL 0 23 -0 19 Bay Span Purlin Span Lap(£t) Load No 6 LL 1 24 4 00 0 31 MS 3 61 7 08 0 51 LL 0 21 -0 46 Id Id Size (ft) Left Right Width Brace 7 LS 0 16 4 00 0 04 LS 0 10 7 08 0 01 LS 0 00 0 11 1 9Z35U14 1 29 4 87 0 UNBRACE LENGTHS 1 2 9Z35U14 12 00 1 88 4 87 0 2 3 9235U14 19 96 1 88 1 88 4 87 0 Available 3 4 9235U14 21 25 1 88 1 88 4 87 0 Reduction 4 5 9Z35U14 21 25 1 88 1 88 4 87 0 Span Minor Cb- Factor 5 6 9Z35U14 19 96 1 88 4 87 0 Id Major LS LL MS RL RS LS LL MS RL RS Out In 7 9235U14 1 29 4 87 0 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 2 12 0 7 6 0 0 0 0 2 5 1 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 LOAD COMBINATION 1 DL +CL +LL 3 20 0 1 9 1 5 0 0 2 7 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 1 9 2 6 0 0 2 4 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 5 21 3 1 9 2 6 0 0 3 3 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 6 20 0 1 9 2 5 0 0 0 0 15 6 1 00 1 67 1 00 1 00 1 00 1 00 0 70 7 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 HCI Steel buildings, Inc. /2/2008 Job No' 3869 I modify 111 Customer I CLALLAH BUILDERS AND I Date 1 4/2/2008 Description' WESTPORT SHIPYARD INTERIOR Designed BA DLB SYSTEMS. INC. HCI STEEL BUILDING I 1 Checked BY' V41 3869C LAP BOLT SHEAR /BEARING Span Lap_Shear(k Shear_Ratio Id Left Right Left Right 2 0 42 0 21 3 0 42 0 61 0 21 0 31 4 0 61 0 58 0 31 0 30 5 0 58 0 71 0 30 0 36 6 071 036 LOAD COMBINATION if 2 DL +CL +SL PURLIN ANALYSIS Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup STRENGTH /DEFLECTION Span Shear(k Moment(f -k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 RS -0 19 4 00 0 05 RS 0 12 7 08 0 02 LS 0 00 0 01 2 RL -0 90 4 00 0 22 RS 1 88 7 08 0 27 RL 0 10 -0 02 3 RL 1 26 4 00 0 31 RL 2 83 7 08 0 40 RL 0 22 -0 28 Page 259 Of 526 Page 260 Of 526 H CI STEEL BUILDING o .15, INC. UNBRACE LENGTHS 1 0 DO -0 19 0 00 0 00 0 00 0 12 Span Lap_Shear(k Shear_Ratio 2 0 57 -0 90 -1 17 0 12 -0 98 3 91 1 81 3 76 Id Left Right Left Right 3 1 36 1 09 1 26 1 53 3 76 1 46 -2 63 9 39 2 83 5 45 4 1 55 1 28 -1 26 1 53 5 45 2 BO -2 83 10 70 2 62 5 23 2 0 50 0 26 5 1 49 1 21 -1 32 -1 59 5 23 2 69 2 40 10 27 3 60 6 33 3 0 50 0 73 0 26 0 37 6 1 76 1 48 1 13 6 33 3 29 -4 32 12 13 0 12 4 0 73 0 70 0 37 0 36 7 0 19 0 00 0 12 0 00 1 29 0 00 5 0 70 0 84 0 36 0 43 6 0 84 0 43 Purlin Design Report (Surface 2) 4/ 2/08 8 09am 3869C Purlin Design Report (Surface 2) 4/ 2/08 8 09am 4 LL 1 28 4 00 0 32 MS -2 83 7 08 0 40 LL 0 22 0 33 5 RL 1 32 4 00 0 33 RL 3 60 7 08 0 51 RL 0 32 -0 23 Bolt 0 500 (A325 6 LL 1 48 4 00 0 37 MS -4 32 7 08 0 61 LL 0 30 -0 55 7 LS 0 19 4 00 0 05 LS 0 12 7 08 0 02 LS 0 00 0 13 SHEET 130 of 263 Job No 1 3869 modify I Customer' CLALLAM BUILDERS AND Date 4/2/2008 Description1 NESTPORT SHIPYARD INTERIOR I Designed BY' DLB Checked By I v41 Available Reduction Span Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 2 12 0 7 6 0 0 0 0 2 5 1 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 3 20 0 1 9 1 5 0 0 2 7 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 1 9 2 6 0 0 2 4 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 5 21 3 1 9 2 6 0 0 3 3 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 6 20 0 1 9 2 5 0 0 0 0 15 6 1 00 1 67 1 00 1 00 1 00 1 00 0 70 7 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 LOAD COMBINATION 6 3 DL +CL +0 75LL +0 75WP PURLIN ANALYSIS HCI Steel buildings, Inc. MCI STEEL BUILDING SYSTEMS. INC. -eee 3869C UNBRACE LENGTHS STRENGTH /DEFLECTION Page 261 Of 526 Page 262 Of 526 I Job No 1 3869 I modify I Job Nol 3869 I modify I BUILDERS AND I Date I 4/2/2008 Customer' CLALLAM BUILDERS AND Date 4/2/2008 '^(..,�.rr,( Customer C7.nr,T.ata Descraptsonl WESTPORT SHIPYARD INTERIOR I Designed Biel DLB Description! NCI STEEL BUILDING NEBTPORT SHIPYARD INTERIOR I Designed Byl DLB I 1 l Checked ByI V41 SYSTEMS, INC. I Checked BjI V41 Purlin Design Report (Surface 2) 4/ 2/08 8 09am Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0 00 -0 17 0 00 0 00 0 00 0 11 2 0 52 -0 83 -1 08 0 11 -0 91 3 91 1 68 3 47 3 1.26 1 01 -1 16 -1 41 3 47 1 35 2 43 9 39 2 62 5 04 4 1 43 1 18 1 16 -1 41 5 04 2 59 2 62 10 70 2 42 4 84 5 1 37 1 12 -1 22 -1 47 4 84 2 49 2 22 10 27 3 33 5 85 6 1 62 1 37 -1 05 5 85 3 04 3 99 12 13 0 11 7 0 17 0 00 0 11 0 00 1 29 0 00 Span Shear(k Moment(f -k Mom +Shr Deflection(in) Id Loc talc Allow UC Loc Calc Allow UC Loc UC Calc Allow 3869C Purlin Design Report (Surface 2) 4/ 2/08 8 09am LAP BOLT SHEAR /BEARING Bolt 0 500 (1325 Span Lap_Shear(k Id Left Right 2 0 46 3 0 46 0 67 4 0 67 0 64 5 0 64 0 78 6 0 78 SHEET 131 of 263 Shear Ratio Left Right 0 24 0 24 0 34 O 34 0 33 O 33 0 40 O 40 LOAD COMBINATION 4 DL +CL +0 755L +0 75WP 1 RS -0 17 4 00 0 04 RS 0 11 7 08 0 02 LS 0 00 0 01 2 RL -0 83 4 00 0 21 RS 1 74 7 08 0 25 RL 0 08 -0 02 PURLIN ANALYSIS 3 RL -1 16 4 00 0 29 RL 2 62 7 08 0 37 RL 0 19 -0 26 4 LL 1 18 4 00 0 30 MS -2 62 7 08 0 37 LL 0 19 -0 31 Shear(k Moment(f k 5 RL -1 22 4 00 0 30 RL 3 33 7 08 0 47 RL 0 28 -0 21 Span Left Left Right Right Left Left MidSpan Right Right 6 LL 1 37 4 00 0 34 MS 3 99 7 08 0 56 LL 0 25 -0 51 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 7 LS 0 17 4 00 0 04 LS 0 11 7 08 0 02 LS 0 00 0 12 1 0 00 -0 20 0 00 0 00 0 00 0 13 2 0 59 -0 94 1 23 0 13 1 03 3 91 1 90 3 94 3 1 42 1 14 -1 32 1 60 3 94 1 53 2 76 9 39 2 97 5 71 Available 4 1 62 1 34 -1 32 1 60 5 71 2 93 2 97 10 70 2 74 5 48 Reduction 5 1 56 1 27 1 38 1 67 5 48 2 82 2 52 10 27 3 77 6 63 Span Minor -Cb- Factor 6 1 84 1 55 -1 19 6 63 3 45 52 22 13 0 13 Id Major LS LL MS RL RS LS LL MS RL RS Out In 7 0 20 0 00 0 13 0 00 1 29 0 00 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 2 12 0 7 6 0 0 0 0 2 5 1 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 STRENGTH /DEFLECTION 3 20 0 1 9 1 5 0 0 2 7 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 1 9 2 6 0 0 2 4 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 Span Shear(k Moment(f -k Mom +Shr Deflection(in) 5 21 3 1 9 2 6 0 0 3 3 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 6 20 0 1 9 2 5 0 0 0 0 15 6 1 00 1 67 1 00 1 00 1 00 1 00 0 70 7 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 1 RS -0 20 4 00 0 05 RS 0 13 7 08 0 02 LS 0 00 0 01 2 RL -0 94 4 00 0 24 RS 1 97 7 08 0 28 RL 0 10 -0 02 3 RL -1 32 4 00 0 33 RL 2 97 7 08 0 42 RL 0 24 -0 29 /2/2008 HCI Steel Buildings, Inc. .1212008 1 Job No l 3869 l modify 1 I Customer' CLALLAM BUILDERS AND I Date 1 9/2/2008 Description) WESTPORT SHIPYARD INTERIOR 1 De igned Byl DLB l Checked BY' V41 3869C 6 Purlin Design Report (Surface 2) 4/ 2/08 8 09am a 666x 4 LL 1 34 4 00 0 33 MS -297 7 08 042 LL 0 24 -0 35 5 RL 1 38 4 00 0 35 RL 3 77 7 08 0 53 RL 0 35 -0 24 6 LL 1 55 4 00 0 39 MS -4 52 7 08 0 64 LL 0.33 -0 58 7 LS 0 20 4 00 0 05 LS 0 13 7 08 0 02 LS 0 00 0 14 HCI STEEL BUILDING SYSTEMS. INC. UNBRACE LENGTHS LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 Span Lap_Shear(k Shear_Ratio Id Left Right Left Right 2 0 52 0 27 3 0 52 0 76 0 27 0 39 4 0 76 0 73 0 39 0 37 5 0 73 0 88 0 37 0 45 6 0 88 0 45 LOAD COMBINATION if 5 0 60L +WS PORLIN ANALYSIS Page 263 Of 526 Page 264 Of 526 SHEET 132 of 263 Job No 1 3869 I modify Customer I CLALLAM BUILDERS AND I Date 4/2/2008 I._ Description) wE5TP0AT SHIPYARD INTERIOR Designed Hyl DLB MCI STEEL BUILDING SYSTEMS. INC. UNBRACE LENGTHS l 1 I Checked Byl V41 3869C Purlin Design Report (Surface sG 2)_ 6 -=6 4/ 2/08 8 09am Shear(k Moment(f k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0 00 0 20 0 00 0 00 0 00 -0 13 2 -0 60 0 96 1 25 -0 13 1 05 3 91 1 93 -4 00 3 1 45 1 16 1 34 1 63 -4 00 -1 56 2 80 9 39 -3 02 -5 80 4 1 65 -1 36 1 34 1 63 -5 80 -2 98 3 02 10 70 -2 79 -5 56 5 1 58 -1 29 1 40 1 69 5 56 -2 87 2 56 10 27 -3 83 -6 74 6 1 87 1 58 1 21 -6 74 3 50 4 60 12 13 -0 13 7 -0 20 0 00 -0 13 0 00 1 29 0 00 Available Reduction Span Minor -Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 2 12 0 7 6 0 0 0 0 2 5 1 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 STRENGTH /DEFLECTION 3 20 0 1 9 1 5 0 0 2 7 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 1 9 2 6 0 0 2 4 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 Span Shear(k Moment(f k Mom +Shr Deflection(in) 5 21 3 1 9 2 6 0 0 3 3 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 Id Loc Cale Allow UC Loc Calc Allow U0 Loc UC Calc Allow I 6 20 0 1 9 2 5 0 0 0 0 15 6 1 00 1 67 1 00 1 00 1 00 1 00 0 70 1 7 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 1 189 0 20 4 00 0 05 RS 0 13 7 08 0 02 LS 0 00 0 01 2 RL 0 96 4 00 0 24 RS 2 00 7 08 0 28 RL 0 11 0 02 I 3 RL 1 34 4 00 0 33 MS 2 80 4 96 0 56 RL 0 25 0 30 4 LL -1 36 4 00 0 34 MS 3 02 4 96 0 61 LL 0 25 0 35 5 RL 1 40 4 00 0 35 RL 3 83 7 08 0 54 RL 0 37 0 25 6 LL 1 58 4 00 0 39 MS 4 60 4 96 0 93 LL 0 34 0 59 7 LS -0 20 4 00 0 05 LS -0 13 7 08 0 02 LS 0 00 -0 14 Available Reduction Span Minor- Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In 1 1 3 1 3 0 0 1 3 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 70 2 12 0 0 0 7 6 7 6 0 0 0 0 1 00 1 00 1 00 1 67 1 00 1 00 0 70 3 20 0 0 0 0 0 12 1 0 0 0 0 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 0 0 0 0 12 5 0 0 0 0 1 00 1 67 1 00 1 67 1 00 1 00 0 70 5 21 3 0 0 0 0 11 5 0 0 0 0 1 00 1 67 1 00 1 67 1 00 1 00 0 70 6 20 0 0 0 0 0 15 6 15 6 0 0 1 00 1 67 1 00 1 00 1 00 1 00 0 70 7 1 3 0 0 0 0 1 3 0 0 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 HCI Steel Buildings, Inc. +/2/2008 1:1 I Job No' 3869 I mndifY 1 Customer' CLALLAM BUILDERS AND I Date 1 4/2/2008 Descrlptionl WESTPORT SHIPYARD INTERIOR 1 Designed BA DLB HCI STEEL BUILDING SYSTEMS.INC. I Checked BY' V41 ---=s 3869C Purlin Design Report (Surface 2) 4/ 2/08 8 09am LAP a BOLT SHEAR/BEARING =v6E_ Bolt 0 500 (A325 Span Lap_Shear(k Shear_Ratio Id Left Right Left Right 2 0 53 0 27 3 0 53 0 77 0 27 0 39 4 0 77 0 74 0 39 0 38 5 0 74 0 90 0 38 0 46 6 0 90 0 46 LOAD COMBINATION 6 DL +CL +SL /2 +AUX3 PURLIN ANALYSIS HCI STEEL BUILDING SYSTEMS. INC. UNBRACE LENGTHS Shear(k Moment(f -k LAP BOLT SHEAR /BEARING Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup Bolt 0 500 (A325 1 0 00 -0 19 0 00 0 00 0 00 0 12 Span Lap_Shear(k Shear Ratio 2 0 54 -0 94 1 22 0 12 -0 87 3 69 2 16 4 18 Id Left Right Left Right 3 1 46 1 18 1 19 1 47 4 18 1 71 3 06 9 94 1 79 4 29 4 0 98 0 82 -0 68 -0 84 4 29 2 60 1 31 11 44 1 38 2 81 2 0 56 0 28 5 0 86 0 70 -0 80 -0 96 2 81 1 34 -1 53 10 07 2 17 3 81 3 0 56 0 57 0 28 0 29 6 1 04 0 88 -0 67 3 81 2 01 2 52 12 17 0 07 4 0 57 0 37 0 29 0 19 7 0 11 0 00 0 07 0 00 1 29 0 00 5 0 37 0 51 0 19 0 26 6 0 51 0 26 STRENGTH /DEFLECTION Span Shear(k Moment(f -k Mom +Shr Deflection(in) Id Loc Cale Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 RS -0 19 4 00 0 05 RS 0 12 7 08 0 02 LS 0 00 0 01 2 RL -0 94 4 00 0 24 RL 2 16 7 08 0 30 RL 0 13 0 00 3 RL 1 19 4 00 0 30 MS -3 06 7 08 0 43 RS 0 13 -0 36 Page 265 Of 526 Page 266 Of 526 SHEET 133 of 263 PURLIN ANALYSIS I Job 50 3869 I modify 1:1 1 I Customer' CLALLAM BUILDERS AND I Date 1 4/2/2008 Description' WESTPORT SHIPYARD INTERIOR I Designed Byl DLB I Checked BYl V41 LOAD COMBINATION 7 DL +CL +SL /2 +AUX4 4/ 2/08 8 09am 3869C Purlin Design Repo o rtt(Surface�2) 4 LL 0 82 4 00 0 20 LL 2 60 7 08 0 37 LL 0 16 -0 11 5 RL -0 80 4 00 0 20 RL 2 17 7 08 0 31 RL 0 12 -0 16 6 LL 0 88 4 00 0 22 MS -2 52 7 08 0 36 LL 0 11 -0 32 7 LS 0 11 4 00 0 03 15 0 07 7 08 0 01 LS 0 00 0 08 Available Reduction Span Minor Cb Factor Id Major LS LL MS RL RS LS LL M5 RL RS Out In 1 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 2 12 0 7 1 0 0 0 0 3 0 1 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 3 20 0 1 9 1 6 0 0 1 7 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 1 9 4 0 0 0 2 4 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 5 21 3 1 9 2 2 0 0 3 3 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 6 20 0 1 9 2 6 0 0 0 0 15 5 1 00 1 67 1 00 1 00 1 00 1 00 0 70 7 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 HCI Steel bLl1idings, Inc. 12/2008 Job No l 3869 I modify I Customer' CLALLAM BUILDERS AND I Date 1 4/2/2008 Description' WESTPORT SHIPYARD INTERIOR De igned Byi DLB Checked By I V41 6II c 3869C Purlin Design Report (Surface 2) 4/ 2/08 8 09am Shear(k Moment(f -k m� Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom LoC Lap Sup HCI STEEL BUILDING o15. INC. STRENGTH /DEFLECTION Span Shear(k Moment(f k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 RS -0 11 4 00 0 03 RS 0 07 7 08 0 01 LS 0 00 0 00 2 RL -0 62 4 00 0 15 RL 1 96 7 08 0 28 RL 0 09 0 03 3 RL -1 32 4 00 0 33 RL 3 19 7 08 0 45 RL 0 27 -0 29 4 LL 1 36 4 00 0 34 MS 3 23 7 08 0 46 LL 0 26 -0 41 5 LL 0 78 4 00 0 20 LL 2 58 7 08 0 36 LL 0 16 -0 04 6 LL 0 86 4 00 0 22 MS -2 67 7 08 0 38 LL 0 08 -0 35 7 LS 0 11 4 00 0 03 LS 0 07 7 08 0 01 LS 0 00 0 08 Page 267 Of 526 Page 268 Of 526 41:::::: Job to No 1 3869 I modify smer I CLRLLAM BUILDERS AND I Date 1 4/2/2008 1:1 De CuscriptionI WESTPORT SHIPYARD INTERIOR I Designed By' DLB HCI STEEL BUILDING SYSTEMS. INC. 1 I Checked By I V41 lessEmsiri 3869C LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 1 0 00 -0 11 0 00 0 00 0 00 0 07 Span Lap_Shear(k Shear_Ratio 2 0 25 -0 62 -0 78 0 07 -0.28 2 88 1 96 3 27 Id Left Right Left Right 3 1 33 1 05 -1 32 -1 59 3 27 1 04 -2 76 9 07 3 19 5 92 4 1 64 1 36 -1 20 1 47 5 92 3 11 -3 23 11 17 1 70 4 20 2 0 44 0 22 5 0 94 0 78 -0 71 -0 87 4 20 2 58 1 01 11 04 1 96 3 45 3 0 44 0 79 0 22 0 40 6 1 02 0 86 -0 68 3 45 1 68 -2 67 11 96 0 07 4 0 79 0 56 0 40 0 29 7 0 11 0 00 0 07 0 00 1 29 0 00 5 0 56 0 46 0 29 0 24 6 0 46 0 24 LOAD COMBINATION 8 8 DL +CL +SL /2 +AUX5 PURLIN ANALYSIS SHEET 134 of 263 Purlin Design Report (Surface 2) 4/ 2/08 8 09am Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0 00 -0 11 0 00 0 00 0 00 0 07 UNBRACE LENGTHS 2 0 36 -0 50 -0 66 0 07 -0 70 4 24 0 78 1 88 3 0 73 0 57 -0 82 -0 98 1 88 0 65 -1 25 8 54 2 64 4 33 Available 4 1 48 1 20 -1 36 1 63 4 33 1 81 3 13 10 09 3 18 5 99 Reduction 5 1 61 1 34 -1 22 1 50 5 99 3 22 -2 90 11 02 2 21 4 76 Span Minor- Cb Factor 6 1 09 0 93 -0 62 4 76 2 87 -2 17 12 73 0 07 Id Major LS LL MS RL RS LS LL MS RL RS Out In 7 0 11 0 00 0 07 0 00 1 29 0 00 1 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 2 12 0 5 4 0 0 0 0 4 7 1 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 STRENGTH /DEFLECTION 3 20 0 1 9 1 1 0 0 2 9 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 1 9 2 7 0 0 1 6 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 Span Shear(k Moment(f -k Mom +Shr Deflection(in) 5 21 3 1 9 4 3 0 0 3 5 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 6 20 0 1 9 2 2 0 0 0 0 15 9 1 00 1 67 1 00 1 00 1 00 1 00 0 70 7 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 1 RS -0 11 4 00 0 03 RS 0 07 7 08 0 01 LS 0 00 0 01 2 RL -0 50 4 00 0 13 RS 0 94 7 08 0 13 RS 0 02 -0 02 3 RL -0 82 4 00 0 20 RL 2 64 7 08 0 37 RL 0 16 -0 09 HCI Steel buildings, Inc. /2/2008 Job No 1 3869 modify 1 1:1 Description] I Customer] CLALLAM BUILDERS AND Date 9/2/2008 WESTPORT SHIPYARD INTERIOR Designed Byl DLB HCI STEEL BUILDING SYSTEMS. INC. 1 Checked B Y I V41 3869C Purlin Design Report (Surface 2) 4/ 2/08 8 09am 4 RL -1 36 4 00 0 34 RL 3 18 7 08 0 45 RL 0 27 -0 39 5 LL 1 34 4 00 0 33 LL 3 22 7 08 0 46 LL 0 27 -0 34 6 LL 0 93 4 00 0 23 LL 2 87 7 08 0 41 LL 0 20 -0 22 7 LS 0 11 4 00 0 03 LS 0 07 7 08 0 01 LS 0 00 0 06 UNBRACE LENGTHS LAP BOLT SHEAR /BEARING Span Lap_Shear(k Id Left Right 2 0 25 3 0 25 0 58 4 0 58 0 80 5 0 80 0 64 6 0 64 LOAD COMBINATION 9 DL +CL +SL /2 +AUX6 PURLIN ANALYSIS Shear Ratio Left Right 0 13 O 13 0 29 O 29 041 O 41 0 32 0 32 Page 269 Of 526 Page 270 Of 526 HCI STEEL BUILDING SYSTEMS. INC. 3869C UNBRACE LENGTHS SHEET 135 of 263 Job No 1 3869 modify Customer] CLALLAM BUILDERS AND 1 Dat 1 4/2/2008 Description] WESTPORT SHIPYARD INTERIOR Designed By] DLB Checked By I V41 =men= a== Purlin Design Report (Surface 2) m= _4/ 2/08 8 09am Shear(k Moment(f k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0 00 -0 11 0 00 0 00 0 00 0 07 2 0 33 -0 54 -0 70 0 07 -0 55 3 82 1 15 2 31 3 0 82 0 66 -0 72 -0 88 2 31 0 92 -1 65 9 62 1 42 2 93 4 0 85 0 69 -0 81 -0 97 2 93 1 48 -1 32 9 96 2 48 4 14 5 1 44 1 16 1 40 1 68 4 14 1 71 2 89 9 80 3 81 6 69 6 1 79 1 52 -1 13 6 69 3 59 -4 25 12 23 0 12 7 0 19 0 00 0 12 0 00 1 29 0 00 Available Reduction Span -Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 2 12 0 8 3 0 0 0 0 1 8 1 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 STRENGTH /DEFLECTION 3 20 0 1 9 1 3 0 0 4 1 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 1 9 1 7 0 0 2 8 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 Span Shear(k Moment(f -k Mom +Shr Deflection(in) 5 21 3 1 9 2 9 0 0 2 1 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 6 20 0 1 9 3 7 0 0 0 0 14 3 1 00 1 67 1 00 1 00 1 00 1 00 0 70 7 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 1 RS -0 11 4 00 0 03 RS 0 07 7 08 0 01 LS 0 00 0 01 2 RL -0 54 4 00 0 13 RS 1 16 7 08 0 16 RL 0 04 -0 01 3 RL -0 72 4 00 0 18 MS 1 65 7 08 0 23 RL 0 06 -0 18 4 RL -0 81 4 00 0 20 AL 2 48 7 08 0 35 RL 0 15 -0 11 5 RL 1 40 4 00 0 35 RL 3 81 7 08 0 54 RL 0 36 -0 33 Bolt 0 500 (A325 6 LL 1 52 4 00 0 38 MS -4 25 7 08 0 60 LL 0 34 -0 53 7 LS 0 19 4 00 0 05 LS 0 12 7 08 0 02 LS 0 00 0 13 Available Reduction Span Minor Cb- Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 2 12 0 7 4 0 0 0 0 2 7 1 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 3 20 0 1 9 1 5 0 0 2 3 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 1 9 2 5 0 0 3 9 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 5 21 3 1 9 1 6 0 0 3 3 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 6 20 0 1 9 2 7 0 0 0 0 15 3 1 00 1 67 1 00 1 00 1 00 1 00 0 70 7 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 HCI Steel bu1)dings, Inc. 42/2008 C HCI STEEL BUILDING SYSTEMS. INC. 3869C Purlin Design Report (Surface 2) 4/ 2/08 8 09am LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 Span Lap_Shear(k Shear_Ratio Id Left Right Left Right 2 0 31 0 16 3 0 31 0 39 0 16 0 20 4 0 39 0 55 0.20 0 28 5 0 55 0 89 0 28 0 46 6 0 89 0 46 LOAD COMBINATION 810 DL +CL +SL /2 +AUX1 PURLIN ANALYSIS Job No 1 3869 Customer' CLALLAM BUILDERS AND Description! HESTPORT SHIPYARD INTERIOR 1modify 1 1 Date 1 4/2/2008 Designed ByI DLB Checked By 1 V41 Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup STRENGTH /DEFLECTION Span Shear(k Moment(f -k 1 Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 RS -0 19 4 00 0 05 55 0 12 7 08 0 02 LS 0 00 0 02 2 RL -0 82 4 00 0 20 MS 1 40 7 08 0 20 RS 0 05 -0 06 3 RL -0 72 4 00 0 18 RL 1 61 7 08 0 23 RL 0 07 -0 13 Page 271 Of 526 Page 272 Of 526 I Job No 1 3869 I modify 1 Customer' CLALLAM BUILDERS AND 1 Date 1 4/2/2008 Description! WESTPORT SHIPYARD INTERIOR Designed Byl DLB 1 Checked ByI V91 Purlin Design Report (Surface 2) 4/ 2/08 8 09am 4 RL -0 75 4 00 0 19 MS 1 72 7 08 0 24 RL 0 07 -0 20 5 RL -0 78 4 00 0 19 RL 2 12 7 08 0 30 RL 0 11 -0 13 6 LL 0 88 4 00 0 22 MS 2 56 7 08 0 36 LL 0 10 -0 33 7 LS 0 11 4 00 0 03 LS 0 07 7 08 0 01 LS 0 00 0 08 NCI STEEL BUILDING SYSTEMS. INC. 3869C UNBRACE LENGTHS LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 1 0 00 0 19 0 00 0 00 0 00 0 12 Span Lap_Shear(k Shear_Ratio 2 0 67 -0 82 1 09 0 12 1 40 4 56 0 87 2 66 Id Left Right Left Right 3 0 83 0 67 -0 72 -0 88 2 66 1 25 1 38 9 72 1 61 3 11 4 0 91 0 75 -0 75 -0 91 3 11 1 55 -1 72 10 62 1 56 3 12 2 0 35 0 18 5 0 88 0 72 -0 78 -0 94 3 12 1 62 1 41 10 29 2 12 3 73 3 0 35 0 41 0 18 0 21 6 1 04 0 88 -0 67 3 73 1 94 -2 56 12 12 0 07 4 0 41 0 42 0 21 0 21 7 0 11 0 00 0 07 0 00 1 29 0 00 5 0 42 0 50 0 21 0 25 6 0 50 0 25 PURLIN ANALYSIS SHEET 136 of 263 Available Reduction Span Minor -Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In 1 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 2 12 0 8 9 0 0 0 0 1 2 1 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 3 20 0 1 9 2 2 0 0 2 7 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 1 9 2 4 0 0 2 4 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 5 21 3 1 9 2 7 0 0 3 3 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 6 20 0 1 9 2 5 0 0 0 0 15 6 1 00 1 67 1 00 1 00 1 00 1 00 0 70 7 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 LOAD COMBINATION 611 DL +CL +SL /2 +AOX2 HCI Steel buildings, Inc. 4/2/2008 STRENGTH /DEFLECTION Page 273 Of 526 Page 274 Of 526 Job No 1 3869 I modify 1 I Jab No 3869 modify i ll Customer) CLALLAM BUILDERS AND l Date 1 9/2/2008 Customer l CLALLAM BUILDERS AND I Date 1 4/2/2006 I Description' Deli Designed OLB 111 Descri lion Designed DLB WESTPORT SHIPYARD INTERIOR 4n Byl P l WESTPORT SHIPYARD INTERIOR l 4n HCI STEEL BUILDING HCI STEEL BUILDING I SYSTEMS, INC. 1 SYSTEMS, INC. Checked BY I V41 1 I Checked By I V41 --tag n Report (Surface 2) 4/ 2/08 8 3869C Purlin Dees =i epre w 09a Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0 00 -0 11 0 00 0 00 0 00 0 07 Span Lap_Shear(k Shear_Ratio 2 0 34 -0 53 -0 69 0 07 -0 59 3 94 1 04 2 18 Id Left Right Left Right 3 0 80 0 64 -0 75 -0 91 2 18 0 84 -1 52 9 30 1 78 3 34 4 0 94 0 78 -0 72 -0 88 3 34 1 72 -1 83 10 99 1 17 2 67 2 0 29 0 15 5 0 79 0 62 -0 87 1 03 2 67 1 35 -0 93 9 18 3 52 5 30 3 0 29 0 44 0 15 0 23 6 1 72 1 45 1 20 5 30 2 33 -4 81 11 75 0 12 4 0 44 0 36 0 23 0 18 7 0 19 0 00 0 12 0 00 1 29 0 00 5 0 36 0 71 0 18 0 36 6 0 71 0 36 SHEET 137 of 263 3869 =v LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 LOAD COMBINATION 812 DL+CL +SL -1 OAUX1 Purlin Design Report (Surface 2) 4/ 2/08 8 09am Span Shear(k Moment(f k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 RS -0 11 4 00 0 03 RS 0 07 7 08 0 01 LS 0 00 0 01 2 AL -0 53 4 00 0 13 RS 1 09 7 08 0 15 RL 0 03 -0 01 PURLIN ANALYSIS 3 RL -0 75 4 00 0 19 RL 1 78 7 08 0 25 RL 0 08 -0 16 4 LL 0 78 4 00 0 20 MS 1 83 7 08 0 26 LL 0 08 -0 23 Shear(k Moment(f -k 5 RL -0 87 4 00 0 22 RL 3 52 7 08 0 50 RL 0 27 -0 01 Span Left Left Right Right Left Left MidSpan Right Right 6 LL 1 45 4 00 0 36 MS -4 81 7 08 0 68 LS 0 19 -0 66 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 7 LS 0 19 4 00 0 05 LS 0 12 7 08 0 02 LS 0 00 0 15 1 0 00 -0 11 0 00 0 00 0 00 0 07 UNBRACE LENGTHS 2 0 23 -0 62 -0 77 0 07 -0 25 2 77 2 01 3 32 3 1 33 1 06 1 29 -1 56 3 32 1 08 -2 81 9 20 2 90 5 56 Available 4 1 56 1 28 -1 25 -1 52 5 56 2 90 -2 79 10 74 2 60 5 20 Reduction 5 1 48 1 21 -1 32 -1 59 5 20 2 67 -2 41 10 25 3 61 6 33 Span Minor -Cb Factor 6 1 76 1 48 -1 13 6 33 3 30 -4 31 12 13 0 12 Id Major LS LL MS RL RS LS LL MS RL RS Out In 7 0 19 0 00 0 12 0 00 1 29 0 00 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 2 12 0 7 7 0 0 0 0 2 5 1 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 STRENGTH /DEFLECTION 3 20 0 1 9 1 5 0 0 2 8 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 1 9 2 6 0 0 1 8 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 Span Shear(k Moment(f -k Mom +Shr Deflection(in) 5 21 3 1 9 2 6 0 0 5 5 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 6 20 0 1 9 1 8 0 0 0 0 16 3 1 00 1 67 1 00 1 00 1 00 1 00 0 70 7 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 1 RS 0 11 4 00 0 03 RS 0 07 7 08 0 01 LS 0 00 0 00 2 RL -0 62 4 00 0 15 RL 2 01 7 08 0 28 RL 0 09 0 03 3 RL 1 29 4 00 0 32 RL 2 90 7 08 0 41 RL 0 23 -0 31 HCI Steel b..l(dings, Inc. 4 LL 1 284 00 0 32 LL 2 90 7 08 0 41 LL 0.23 -0 32 5 RL -1 32 4 00 0 33 RL 3 61 7 08 0 51 RL 0 32 -0 23 6 LL 1 48 4 00 0 37 MS -4 31 7 08 0 61 LL 0 30 -0 55 7 LS 0 19 4 00 0 05 LS 0 12 7 08 0 02 LS 0 00 0 13 UNBRACE LENGTHS LAP BOLT SHEAR /BEARING LOAD COMBINATION 813 DL+CL +SL -1 OAUX2 PURLIN ANALYSIS Page 275 Of 526 Page 276 Of 526 Job No l 3869 Checked BY modify I I Job No 1 3869 I modify iii Rl Customer' CLALLAM BUILDERS AND Date 1 9/2/2008 I Customer 1 CLRLLAM BUILDERS AND I Date :2008 II I I Descuption l WESTPORT SHIPYARD INTERIOR Designed Byl DLB I Description) WESTPORT SHIPYARD INTERIOR I Designed Byl HCI STEEL BUILDING 111111 Cecey SYSTE INC LDING Checked By SYSTEMS, INC. 1 V41 1 l 3869C Purlin Design Report (Surface 2) 4/ 2/08 8 09am 3869C Purlin Design Report (Surface 2) 4/ 2/08 8 09am Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0 00 -0 19 0 00 0 00 0 00 0 12 2 0 56 -0 90 -1 17 0 12 -0 97 3 89 1 84 3 79 3 1 37 1 10 1 25 1 52 3 79 1 48 -2 67 9 45 2 73 5 33 Available 4 1 52 1 25 -1 28 -1 55 5 33 2 73 -2 68 10 52 2 99 5 65 Reduction 5 1 58 1 31 1 22 1 50 5 65 2 94 2 97 10 91 2 21 4 76 Span Minor Cb Factor 6 1 07 0 92 -0 60 4 76 2 90 2 09 12 78 0 07 Id Major LS LL MS RL RS LS LL MS RL RS Out In 7 0 11 0 00 0 07 0 00 1 29 0 00 1 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 2 12 0 5 2 0 0 0 0 4 9 1 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 STRENGTH /DEFLECTION 3 20 0 1 9 1 1 0 0 2 6 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 1 9 2 7 0 0 2 4 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 Span Shear(k Moment(f -k Mom +Shr Deflection(in) 5 21 3 1 9 2 6 0 0 3 3 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 6 20 0 1 9 2 5 0 0 0 0 15 5 1 00 1 67 1 00 1 00 1 00 1 00 0 70 7 1 3 1 3 1.3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 1 RS -0 19 4 00 0 05 RS 0 12 7 08 0 02 LS 0 00 0 01 2 RL -0 90 4 00 0 23 RS 1 90 7 08 0 27 RL 0 10 -0 02 3 RL -1 25 4 00 0 31 RL 2 73 7 08 0 39 RL 0 21 -0 29 4 RL -1 28 4 00 0 32 RL 2 99 7 08 0 42 RL 0 24 -0 30 5 LL 1 31 4 00 0 33 MS 2 97 7 08 0 42 LL 0 24 -0 36 Bolt 0 500 (A325 6 LL 0 92 4 00 0 23 LL 2.90 7 08 0 41 LL 0 20 -0 21 7 LS 0 11 4 00 0 03 LS 0 07 7 08 0 01 LS 0 00 0 06 Span Lap_Shear(k Shear_Ratio Id Left Right Left Right UNBRACE LENGTHS 2 0 44 0 23 Available 3 0 44 0 74 0 23 0 38 Reduction 4 0 74 0 69 0 38 0 35 Span -Minor Cb Factor 5 0 69 0 84 0 35 0 43 Id Major LS LL HS RL RS LS LL MS RL RS Out In 6 0 84 0 43 SHEET 138 of 263 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 2 12 0 7 6 0 0 0 0 2 6 1 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 3 20 0 1 9 1 5 0 0 2 6 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 1 9 2 6 0 0 2 8 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 5 21 3 1 9 2 6 0 0 2 1 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 6 20 0 1 9 3 9 0 0 0 0 14 2 1 00 1 67 1 00 1 00 1 00 1 00 0 70 7 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 /2/2008 j LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 Span Lap_Shear(k Id Left Right 2 0 51 3 0 51 0 71 4 0 71 0 75 5 0 75 0 64 6 0 64 LOAD COMBINATION 914 DL +CL +1 6AUX3 PURLIN ANALYSIS STRENGTH /DEFLECTION Shear_Ratio Left Right 0 26 O 26 0 36 O 36 038 O 38 0 32 O 32 HCI Steel buildings, Inc. 42/2008 I Job No 1 3869 l modify Yi'�l(il. Customer I CLALLAM BUILDERS AND Date 1 4/2/2008 1 �Descriptio 1 WESTPORT SHIPYARD INTERIOR Designed Byi DLR SYSTEMS. INC. HCI STEEL BUILDING Checked By I V41 3869C Purlin Design Report (Surface 2) 1 RS -0 16 4 00 0 04 RS 0 10 7 08 0 01 LS 0 00 0 00 2 'RL -0 82 4 00 0 21 RL 2 07 7 08 0 29 RL 0 11 0 01 3 LL 1 06 4 00 0 26 MS 2 91 7 08 0 41 LS 0 10 -0 37 4/ 2/08 8 09am Shear(k Moment(f -k LAP BOLT SHEAR /BEARING Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup Bolt 0 500 (A325 1 0 00 -0 16 0 00 0 00 0 00 0 10 Span Lap_Shear(k Shear_Ratio 2 0 43 -0 82 -1 05 0 10 -0 65 3 50 2 07 3 82 Id Left Right Left Right 3 1 29 1 06 -0 95 -1 18 3 82 1 62 -2 91 10 43 0 71 2 70 4 0 38 0 33 -0 13 -0 18 2 70 2 02 -0 10 14 55 0 21 0 50 2 0 51 0 26 5 0 24 0 19 -0 27 -0 32 0 50 0 09 -0 63 9 25 0 72 1 27 3 0 51 0 36 0 26 0 18 6 0 33 0 28 -0 20 1 27 0 71 -0 74 12 35 0 02 4 0 36 0 07 0 18 0 03 7 0 03 0 00 0 02 0 00 1 29 0 00 5 0 07 0 17 0 03 0 09 6 0 17 0 09 Span Shear(k Moment(f -k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC CalC Allow Page 277 Of 526 Page 278 Of 526 HCI STEEL BUILDING SYSTEMS. INC. UNBRACE LENGTHS SHEET 139 of 263 v69 3869C Purlin Design Report (Surface 2) 4/ 2/08 8 09am _eme4 4 LL 0 33 4 00 0 08 LL 2 02 6 53 0 31 LL 0 09 0 08 5 RL -0 27 4 00 0 07 RL 0 72 7 08 0 10 RL 0 01 -0 08 6 LL 0 28 4 00 0 07 MS -0 74 7 08 0 10 LL 0 01 -0 09 7 LS 0 03 4 00 0 01 LS 0 02 7 08 0 00 LS 0 00 0 02 Available Reduction Span Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 2 12 0 6 7 0 0 0 0 3 4 1 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 3 20 0 1 9 1 7 0 0 0 B 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 1 9 10 0 0 0 2 1 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 5 21 3 1 9 14 3 0 0 3 2 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 6 20 0 1 9 3 0 0 0 0 0 15 1 1 00 1 67 1 00 1 00 1 00 1 00 0 70 7 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 LOAD COMBINATION 915 DL+CL +1 6AUX4 PURLIN ANALYSIS i Job No 3869 CUSto I CLALLAM BUILDERS AND Descripion) NESTPORT SHIPYARD INTERIOR modi£Y Date 1 4/2/2008 Designed ByI DLB Checked By I V41 HCI Steel Buildings, Inc. 4/2/2008 I Job No 1 3869 Customer I CLALLAM BUILDERS AND Description1 WESTPORT SHIPYARD INTERIOR HCI STEEL BUILDING I SYSTEMS, INC. STRENGTH /DEFLECTION EMBRACE LENGTHS I modify I Date 1 4/2/2008 Designed Byi DLB Checked By I V41 Page 279 Of 526 Page 280 Of 526 071/00 =9= =000001000000100•10•7 e 3869C Purlin Design Report (Surface 2) 4/ 2/08 8 09am Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0 00 -0 03 0 00 0 00 0 00 0 02 Span Lap_Shear(k Shear Ratio 2 -0 04 -0 30 -0 35 0 02 0 02 0 00 1 75 2 36 Id Left Right Left Right 3 1 09 0 86 1 15 1 38 2 36 0 54 -2 41 8 79 2 93 5 31 4 1 44 1 20 -0 96 -1 19 5 31 2 83 3 02 11 60 0 72 2 74 2 0 32 0 16 5 0 38 0 33 -0 13 -0 18 2 74 2 08 0 05 14 27 0 39 0 69 3 0 32 0 71 0 16 0 36 6 0 30 0 25 -0 23 0 69 0 18 -0 98 11 25 0 02 4 0 71 0 36 0 36 0 19 7 0 03 0 00 0 02 0 00 1 29 0 00 5 0 36 0 09 0 19 0 05 6 0 09 0 05 Bolt 0 500 (A325 Span Shear(k Moment(f -k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 RS -0 03 4 00 0 01 RS 0 02 7 08 0 00 LS 0 00 -0 01 2 RI -0 30 4 00 0 08 RL 1 75 6 48 0 27 RL 0 06 0 06 PUALIN ANALYSIS 3 RL -1 15 4 00 0 29 RL 2 93 7 08 0 41 RL 0 22 -0 26 4 LL 1 20 4 00 0 30 MS -3 02 7 08 0 43 LL 0 21 -0 40 Shear(k Moment(f -k 5 LL 0 33 4 00 0 08 LL 2 08 4 96 0 42 LL 0 09 0 11 Span Left Left Right Right Left Left MidSpan Right Right 6 LL 0 25 4 00 0 06 MS -0 98 7 08 0 14 LS 0 00 -0 15 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 7 LS 0 03 4 00 0 01 LS 0 02 7 08 0 00 LS 0 00 0 03 1 0 00 -0 03 0 00 0 00 0 00 0 02 2 0 15 -0 12 -0 17 0 02 -0 40 5 65 -0 14 0 13 3 0 13 0 08 -0 35 -0 40 0 13 -0 07 -0 20 4 99 2 07 2 76 Available 4 1 18 0 95 1 22 1 45 2 76 0 77 2 88 9 55 3 10 5 59 Reduction 5 1 45 1 21 -0 95 1 18 5 59 3 10 2 86 11 69 0 79 2 79 Span Minor Cb- Factor 6 0 40 0 35 -0 12 2 79 2 08 -0 27 15 23 0 02 Id Major LS LL MS RL RS LS LL MS RL RS Out In 7 0 03 0 00 0 02 0 00 1 29 0 00 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 2 12 0 10 1 10 1 10 1 10 1 1 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 STRENGTH /DEFLECTION 3 20 0 1 9 0 7 0 0 3 1 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 1 9 2 7 0 0 0 8 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 Span Shear(k Moment(f -k Mom +Shr Deflection(in) 5 21 3 1 9 17 5 17 5 17 5 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 6 20 0 1 9 0 8 0 0 0 0 17 3 1 00 1 67 1 00 1 00 1 00 1 00 0 70 7 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 1 RS -0 03 4 00 0 01 RS 0 02 7 08 0 00 LS 0 00 0 01 2 LS 0 15 4 00 0 04 MS -0 40 7 08 0 06 LS 0 00 -0 02 3 RL -0 35 4 00 0 09 RL 2 07 6 77 0 31 RL 0 09 0 07 SHEET 140 of 263 LOAD COMBINATION #16 DL +CL +1 6AUX5 1:1 I Job No 1 3869 I modify I Customer) CLALLAM BUILDERS AND I Date 1 4/2/2008 Description) WESTPORT SHIPYARD INTERIOR 1 Designed Byi DLB HCI STEEL BUILDING SYSTEMS.INC. I 1 I Checked BY V41 P urlin Design Report (Surface 2) 3869C 4/ 2/08 8 09am w 'w BOLT SHEAR /BEARING LAP HCI Steel bu1)dings, Inc t/2/2008 Page 281 Of 526 Page 282 Of 526 I Job No i 3869 I modify I I I Job No 1 3869 I modify I a I Customer CLALLAM BUILDERS AND I Date 1 4/2/2008 Customer I CLALLAM BUILDERS AND I Date 9/2/2008 ^'y Description' Designed DLH t_ Descri tion De i ned DLB P I WESTPORT SHIPYARD INTERIOR P I WESTPORT SHIPYARD INTERIOR 9 HCI SI S.INC. BUILDING Cheesed BY I V91 SYSTEMS, I I 1 Checked By I V91 SYSTEMS. INC. 3869C Purlin Design Report (Surface 2) 4/ 2/08 8 09am 3869C Purlin Design Report (Surface 2) 4/ 2/08 8 09am 4 RL -1 22 4 00 0 30 RL 3 10 7 08 0 44 RL 0 25 -0 37 Shear(k Moment(f -k 5 LL 1 21 4 00 0 30 LL 3 10 7 08 0 44 LL 0 25 -0 36 Span Left Left Right Right Left Left MidS an Right Right 6 LL 0 35 4 00 0 09 LL 2 08 6 90 0 30 LL 0 09 0 06 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 7 LS 0 03 4 00 0 01 LS 0 02 7 08 0 00 LS 0 00 0 00 1 0 00 -0 03 0 00 0 00 0 00 0 02 2 0 09 -0 18 -0 23 0 02 -0 13 3 44 0 45 0 83 3 0 28 0 23 -0 20 -0 25 0 83 0 36 -0 64 10 56 0 11 0 52 Available 4 0 18 0 13 -0 33 -0 38 0 52 0 23 -0 10 6 86 1 97 2 64 Reduction 5 1 16 0 93 -1 24 -1 47 2 64 0 67 2 82 9 39 3 35 5 88 Span Minor- Cb Factor 6 1 52 1 29 -0 95 5 88 3 24 -3 51 12 32 0 10 Id Major LS LL MS RL RS LS LL MS RL RS Out In 7 0 16 0 00 0 10 0 00 1 29 0 00 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 2 12 0 10 1 0 0 0 0 0 0 0 8 1 00 1 00 1 00 1 67 1 00 1 00 0 70 STRENGTH /DEFLECTION 3 20 0 1 1 0 0 0 0 9 2 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 1 9 0 9 0 0 3 0 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 Span Shear(k Moment(f -k Mom +Shr Deflection(in) 5 21 3 1 9 3 0 0 0 0 9 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 6 20 0 1 9 8 8 0 0 0 0 9 3 1 00 1 67 1 00 1 00 1 00 1 00 0 70 7 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 1 RS -0 03 4 00 0 01 RS 0 02 7 08 0 00 LS 0 00 0 00 2 RL -0 18 4 00 0 04 RL 0 45 7 08 0 06 RL 0 01 0 00 3 LL 0 23 4 00 0 06 MS -0 64 7 08 0 09 LS 0 00 -0 08 4 RL -0 33 4 00 0 08 RL 1 97 6 59 0 30 RL 0 08 0 08 5 RL 1 24 4 00 0 31 RL 3 35 7 08 0 47 RL 0 28 -0 35 Bolt 0 500 (A325 6 LL 1 29 4 00 0 32 MS -3 51 7 08 0 50 LL 0 27 -0 42 7 LS 0 16 4 00 0 04 LS 0 IO 7 08 0 01 LS 0 00 0 11 UNBRACE LENGTHS LAP BOLT SHEAR /BEARING Span Lap_Shear(k 6 Shear_Ratio Id Left Right Left Right UNBRACE LENGTHS 2 0 02 0 01 Available 3 0 02 0 37 0 01 0 19 Reduction 4 0 37 0 75 0 19 0 38 Span Minor Cb Factor 5 0 75 0 37 0 38 0 19 Id Major LS LL MS RL RS LS LL MS RL RS Out In 6 0 37 0 19 1 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 2 12 0 6 6 0 0 0 0 3 5 1 9 1 DO 1 00 1 00 1 67 1 00 1 00 0 70 LOAD COMBINATION 617 DL +CL +1 6AUX6 3 20 0 1 9 1 7 0 0 0 6 1 9 1 DO 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 1 9 2 3 0 0 9 8 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 5 21 3 1 9 0 8 0 0 3 2 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 6 20 0 1 9 2 9 0 0 0 0 15 2 1 00 1 67 1 00 1 00 1 00 1 00 0 70 7 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 PORLIN ANALYSIS SHEET 141 of 263 HCI Steel Buildings Inc. 4/2/2008 HCI STEEL BUILDING SYSTEMS. INC. 3869C Purlin Design Report (Surface 2) LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 Span Lap_Shear(k Shear_Ratio Id Left Right Left Right 2 0 11 0 06 3 0 11 0 07 0 06 0 04 4 0 07 0 35 0 04 0 18 5 0 35 0 78 0 18 0 40 6 0 78 0 40 LOAD COMBINATION #18 DL+CL +1 6AUX7 PURLIN ANALYSIS modify Date 4/2/2008 Designed By' DLB Checked BY I V41 STRENGTH /DEFLECTION Job No l 3869 I Customer' CLALLAM BUILDERS AND I De scrsptionI NESTPORT SHIPYARD INTERIOR Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup Span Shear(k Moment(f -k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 RS -0 16 4 00 0 04 RS 0 10 7 08 0 01 LS 0 00 0 04 2 LS 0 70 4 00 0 18 MS -1 90 7 08 0 27 AL 0 02 -0 11 3 RL -0 36 4 00 0 09 RL 2 71 4 96 0 55 RL 0 15 0 18 Page 283 Of 526 Page 284 Of 526 HCI STEEL BUILDING SYSTEMS. INC. UNBRACE LENGTHS LAP BOLT SHEAR /BEARING Bolt 0 500 (A325 PURLIN ANALYSIS SHEET 142 of 263 Job No l 3869 I modify l Customer I CLALLAM BUILDERS AND I Date 1 4/2/2008 Description' HESTPORT SHIPYARD INTERIOR I Designed WI DLB 4/ 2/08 8 09am 3869C Purlin Design Report (Surface 2) 4/ 2/08 8 09am �9 LL 1 12 4 00 0 28 MS 3 97 7 08 0 56 LS 0 09 0 63 5 RL -0 25 4 00 0 06 AL 2 53 4 96 0 51 RL 0 13 0 36 6 LL 1 15 4 00 0 29 MS -4 67 7 08 0 66 LS 0 08 -0 70 7 LS 0 16 4 00 0 04 LS 0 10 7 08 0 01 LS 0 00 0 15 1 0 00 -0 16 0 00 0 00 0 00 0 10 Span Lap_Shear(k Shear_Ratio 2 0 70 -0 55 -0 78 0 10 -1 90 5 69 -0 68 0 57 Id Left Right Left Right 3 0 12 0 07 -0 36 -0 41 0 57 0 39 0 29 4 56 2 71 3 42 4 1 35 1 12 -1 04 -1 28 3 42 1 11 -3 97 10 93 0 44 2 62 2 0 08 0 04 5 0 26 0 21 -0 25 -0 30 2 62 2 18 1 34 9 85 2 53 3 05 3 0 08 0 46 0 04 0 23 6 1 38 1 15 -1 09 3 05 0 68 -4 67 11 17 0 10 4 0 46 0 35 0 23 0 18 7 0 16 0 00 0 10 0 00 1 29 0 00 5 0 35 0 41 0 18 0 21 6 0 41 0 21 l Checked By I V41 Available Reduction Span Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In 1 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 2 12 0 10 1 0 0 0 0 0 0 0 8 1 00 1 00 1 00 1 67 1 00 1 00 0 70 3 20 0 1 9 16 2 16 2 16 2 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 1 9 1 1 0 0 16 4 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 5 21 3 1 9 17 5 17 5 17 5 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 6 20 0 1 9 0 6 0 0 0 0 17 5 1 00 1 67 1 00 1 00 1 00 1 00 0 70 7 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 LOAD COMBINATION 819 DL+CL +1 6AUX8 HCI Steel buildings, Inc. 12/2008 HCI STEEL BUILDING SYSTEMS. INC. STRENGTH /DEFLECTION Job No 1 3869 Customer' CLALLAM BUILDERS AND Description' WESTPORT SHIPYARD INTERIOR modify 1 Date 1 4/2/2008 Designed By1 DLB checked BY' V41 Span Shear(k Moment(f -k Mom+Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 RS -0 03 4 00 0 01 RS 0 02 7 08 0 00 LS 0 00 -0 02 2 RL -0 38 4 00 0 10 RL 2 56 6 48 0 39 RL 0 14 0 09 3 LL 1 06 4 00 0 26 MS 3 40 7 08 0 48 LS 0 08 -0 47 4 RL -0 26 4 00 0 06 RL 2 27 4 96 0 46 RL 0 11 0 29 5 RL -1 12 4 00 0 28 MS 3 83 7 08 0 54 RS 0 09 -0 60 6 LL 0 39 4 00 0 10 LL 2 73 5 92 0 46 LL 0 15 0 13 7 LS 0 03 4 00 0 01 LS 0 02 7 08 0 00 LS 0 00 -0 02 1 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 2 12 0 10 1 10 1 10 1 10 1 1 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 3 20 0 1 9 1 1 0 0 15 1 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 21 3 1 9 17 5 17 5 17 5 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 5 21 3 1 9 0 6 0 0 1 2 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 6 20 0 1 9 11 6 0 0 0 0 6 5 1 00 1 67 1 00 1 00 1 00 1 00 0 70 7 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 Page 285 Of 526 1 Job No 1 3869 1 modify 1 Customer 1 CLALLAM BUILDERS AND 1 Date 1 E/2008 Description' WESTPORT SHIPYARD INTERIOR t 1 Checke l Designed By' 1 s--- ma =e I -man =sea =ee 3869C Purlin Design Report. (Surface 2) 4/ 2/08 8 09am HCI STEEL BUILDING SYSTEMS. INC. 3869C Purlin Design Report (Surface 2) 4/ 2/08 8 09am ==nay _---------..--;----..--=.2 Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loo Lap Sup Bolt 0 500 (A325 1 0 00 -0 03 0 00 0 00 0 00 0 02 Span Lap_Shear(k Shear Ratio 2 -0 12 -0 38 -0 43 0 02 0 02 0 00 2 56 3 33 Id Left Right Left Right 3 1 29 1 06 -0 95 -1 18 3 33 1 13 3 40 10 43 0 23 2 22 4 0 25 0 20 -0 26 -0 31 2 22 1 79 1 01 9.59 2 27 2 80 2 0 44 0 23 5 1 28 1 05 -1 12 -1 35 2 80 0 62 -3 83 10.36 1 20 3 51 3 0 44 0 30 0 23 0 15 6 0 44 0 39 -0 09 3 51 2 73 -0 13 16 60 0 02 4 0 30 0 37 0 15 0 19 7 0 03 0 00 0 02 0 00 1 29 0 00 5 0 37 0 47 0 19 0 24 6 0 47 0 24 LAP BOLT SHEAR /BEARING LOAD COMBINATION #20 DL +CL +SL +AUX9 PORLIN ANALYSIS SHEET 143 of 263 Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0 00 -0 79 0 00 0 00 0 00 0 51 UNBRACE LENGTHS 2 2 52 2 48 -3 18 0 51 -5 10 4 64 2 08 7 40 3 2 44 1 81 1 26 -1 53 7 40 3 42 -2 69 9 83 2 78 5 39 Available 4 1 55 1 27 -1 26 -1 53 5 39 2 75 2 85 10 68 2 63 5 24 Reduction 5 1 49 1 22 -1 32 -1 59 5 24 2 71 2 40 10 27 3 60 6 32 Span Minor Cb Factor 6 1 76 1 48 -1 13 6 32 3 29 -4 32 12 13 0 12 Id Major LS LL MS RL RS LS LL MS RL R8 Out In 7 0 19 0 00 0 12 0 00 1 29 0 00 STRENGTH /DEFLECTION Span Shear(k Moment(f -k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Cale Allow 1 RS -0 79 4 00 0 20 RS 0 51 7 08 0 07 RS 0 04 0 09 2 LS 2 52 4 00 0 63 MS -5 10 7 08 0 72 RS 0 43 -0 23 3 LL 1 81 4 00 0 45 LS 3 70 7 08 0 52 LS 0 37 -0 25 Page 286 Of 526 HCI Steel bu1(dings, Inc. Job No 1 3869 Customer I CLALLAM BUILDERS AND Date 1 9/2/2008 I Description l WESTPORT SHIPYARD INTERIOR Designed B 041/8 2/2008 STEEL BUILDING `I SYSTEMS. INC. I I Checked By I V41 UNBRACE DEFLECTION LENGTHS LAP BOLT SHEAR /BEARING Bolt e 0 500 (A325 Span Lap_Shear(k Shear_Ratio Id Left Right Left Right 2 0 99 0 50 3 0 99 0 72 0 50 0 37 4 0 72 0 70 0 37 0 36 5 0 70 0 84 0 36 0 43 6 0 84 0 43 LOAD COMBINATION 1 LL Span DEFLECTION(in) lwdifY I Page 287 Of 526 Page 288 Of 526 3869C Purlin Design Report (Surface 2) 4/ 2/08 8 09am Job No I 1:1 CLAL .�I Customer CLALLAM BUILDERS AND HCI STEEL BUILDING IDescriptionl WESTPORT SHIPYARD INTERIOR SYSTEMS. INC. I 4 LL 1 27 4 00 0 32 MS 2 85 7 08 0 40 LL 0 21 -0 33 Id Calc Allow Ratio 5 RL 1 32 4 00 0 33 RL 3 60 7 08 0 51 RL 0 32 -0 23 6 LL 1 48 4 00 0 37 MS -4 32 7 08 0 61 LL 0 30 -0 55 1 0 01 7 LS 0 19 4 00 0 05 LS 0 12 7 08 0 02 LS 0 00 0 13 2 -0 01 0 96 0 01 3 -0 18 1 60 0 11 4 -0 22 1 70 0 13 5 -0 15 1 70 0 09 Available 6 -0 36 1 60 0 23 Reduction 7 0 09 Span Minor- Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In LOAD COMBINATION 2 SL 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 2 12 0 9 2 0 0 0 0 0 9 1 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 Span DEFLECTION(in) 3 20 0 1 9 2 3 0 0 2 6 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 Id Cale Allow Ratio 4 21 3 1 9 2 5 0 0 2 4 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 5 21 3 1 9 2 6 0 0 3 3 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 1 0 01 6 20 0 1 9 2 5 0 0 0 0 15 6 1 00 1 67 1 00 1 00 1 00 1 00 0 70 2 -0 01 0 96 0 01 7 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 3 -0 23 1 60 0 14 3869C Purlin Design Report (Surface 2) 4/ 2/08 8 09am 4 -0 27 1 70 0 16 5 -0 19 1 70 0 11 6 -0 45 1 60 0 28 7 0 11 3869C Web Crippling Report 4/ 2/08 8 09am SURFACE 2 SHEET 144 of 263 Design_Load Required_For_UC -1 03 FrameLine Reaction Moment Width WebCrp WebCrp WebCrp+Mom Id Type Id (k (f -k (in) (k UC UC 1 RF 20 3 38 0 52 9 93 2 04 1 65 1 37 2 RF 20 5 75 7 56 5 22 5 60 1 03 0 90 3 RF 7 3 30 6 04 2 13 4 50 0 73 0 67 4 RF 8 3 32 6 12 2 13 4 50 0 74 0 68 5 RF 4 3 58 6 77 2 13 4 50 0 80 0 74 modify I 'Date 1 4/2/2008 I Designed Byl DLB I Checked BY' V41 12/2008 HCI Steel Buildings, Inc. .12/2008 HCI STEEL BUILDING SYSTEMS. INC. Page 289 Of 526 Page 290 Of 526 Job No l 3869 1 modify Job No 3869 l modify I 1 Customer' CLALLAM BUILDERS AND I Date 1 4/2/2008 I✓�"•• Customer' CLALLAN BUILDERS AND I Date 1 4/2/2008 'Description' Designed DLB I BUILDING Descry tron Designed I WESTPORT SHIPYARD INTERIOR I gn By' I P I WESTPORT SHIPYARD INTERIOR 9'n ed DLB HCI STEEL BUILDING 1 1 I Checked WI V41 SYSTEMS. INC. I 1 Checked ByI V41 0 52 3869C In -Plane Roof Force 4/ 2/08 8 09am 6 RF 11 1 42 0 12 2 13 2 25 0 63 =wee 3869C In -Plane Roof Force 4/ 2/08 8 09am Clip Bolted clip Weld Welded clip Gusset Welded clip with gusset Bolt Direct bolt /short welded clip Win (k Design load in the plane of the purlin web Strap Bolted strap Wout(k Design load in the plate of the purlin flange P1 (k Force in plane of roof per anti roll clip PURLIN ROLL FORCES Surf Load Line ROOf_Load Id Id Id Win Wout P1 2 2 1 2 27 0 38 0 25 2 2 2 7 65 1.27 1 05 2 2 3 9 30 1 55 1 38 2 2 4 9 11 1 52 1 36 2 2 5 10 11 1 68 1 49 2 2 6 3 99 0 66 0 53 2 3 1 2 10 0 26 0 32 2 3 2 7 07 0 86 1 28 2 3 3 8 60 1 04 1 65 2 3 4 8 42 1 02 1 62 2 3 5 9 35 1 13 1 79 2 3 6 3 69 0 45 0 65 2 5 1 -2 17 0 02 -0 60 2 5 2 -7 29 0 07 2 23 2 5 3 -8 87 0 08 2 80 2 5 4 -8 68 0 08 2 76 2 5 5 -9 64 0 09 -3 05 2 5 6 3 80 0 03 -1 15 CHECK ON PURLIN CLIP Standard_Purlin Connection- Required_Anti_Roll Connection- Surf Line Force /Purlin Force /Connection Id Id Row Type Thick Calc Allow UC No Type Thick Calc Allow UC 2 RF 2 Bolt 1 52 1 Clip 0 250 3 05 3 50 0 87 Type Description PANEL PANEL DATA. SHEET 145 of 263 SHEAR /PURLIN ANTI ROLL LOCATION Surf Line Panel_Shear DS_AROLL No Id Id Calc Allow Id Purlin Purlin Location 2 RF 108 3 100 0* 8002 1 1 *WARN Roll panel shear allow 3869C Roof Panel Report 4/ 2/08 8 09am Part Type Gage Yield HHR 26 HR 26 00 50 00 PANEL LAYOUT Surf Surface No Max Id Length Purlin Space 2 14 70 2 4 969 MOMENTS 6 DEFLECTIONS Moment(ft lb /ft) Surf Purlin Load Support Midspan Deflect(in) Id Space Id Calc Mn /sf Ratio Calc Mn /sf Ratio Calc Allow Ratio 2 4 969 0+3 66 1 114 8 0 58 -52 9 104 1 0 51 -0 15 0 994 0 15 D +WP 32 8 114 8 0 29 26 2 104 1 0 25 -0 07 0 994 0 07 D +WS 147 7 104 1 1 42 118 1 114 8 1 03 0 38 0 994 0 38 HCI Steel Buildings Inc. 12/2008 HCI STEEL BUILDING SYSTEMS. INC. Job No 1 3869 1: Customer I CLALLAM BUILDERS AND I DescriptionI WESTPORT SHIPYARD INTERIOR I modify I Date 1 4/2/2008 Designed By1 DLB Checked By I Val 3869C Roof Diagonal Bracing Report 4/ 2/08 8 09am PANEL SHEAR. Vn /sf 0 0 Calc Wind 0 0 Seismic 0 0 DIAGONAL BRACING Bay Brace_LOc. Diag_Brace -Wind- Seismic Max Id Start End Type Size Part Calc Pn /sf Calc Pn /sf UC 3869C Sidewall Diagonal Bracing Report 4/ 2/08 8 09am Page 291 Of 526 Page 292 Of 526 Job No 1 3869 Customer CLALLAM BUILDERS AND I modify I Date 1 4/2/2008 Description) WESTPORT SHIPYARD INTERIOR I Designed Byl DLB HCI S I tSL BUILDING SYSTEMS, INC. 1 1 Checked By I v41 3869C Sidewall Diagonal Bracing Report 4/ 2/08 8 09am BASE REACTIONS Wall Bay Col Wind_Max Seismic_Max Id Id Id Horz Vert( Horz Vert( 2 1 1 1 26 1 49 -2 72 3 21 2 1 2 1 26 1 49 2 72 3 21 4 1 1 1 16 0 68 -2 62 1 55 4 1 2 1 16 0 68 2 62 1 55 3869C Braced Purlin Report 4/ 2/08 8 09am Brace_Tension(k 1 °o 1 0 00 14 50 A 1 090 L3x3/16 0 00 23 54 0 00 30 02 0 00 Surf Span Brace Purlin Load Axial(k Moment(f -k Axl +Mom Id Id Loc Size Id Calc Allow UC Calc Allow UC UC SHEET 146 of 263 3869C Eave Strut Report (Wall 2) 4/ 2/08 8 09am PANEL SHEAR. Wall Base Wind Seismic Id Length Calc Calc Vn /sf Wall Bay Eave Load Axial(k Moment(f -k Axl +Mom Id Id Size Id Calc Allow UC Calc Allow UC UC 2 97 0 13 0 21 9 100 0 4 97 0 12 0 21 1 100 0 2 1 9900U14 1 0 97 9 07 0 11 -0 04 6 88 0 01 0 11 2 0 97 9 07 0 11 1 11 4 69 0 24 0 34 DIAGONAL BRACING 3 4 18 15 41 0 27 -0 22 11 70 0 02 0 29 Brace Tension(k 4 4 18 15 41 0 27 -0 06 11 70 0 01 0 2B Wall Bay Brace_LOc Diag_Brace -Wind- Seismic Max 2 2 9000U12 1 0 97 13 10 0 07 -0 12 10 59 0 01 0 09 Id Id Bot Top Type Size Part Calc Pn /sf Calc Pn /sf UC 2 0 97 13 10 0 07 3 12 4 24 0 74 0 81 3 3 62 22 28 0 16 -0 62 18 00 0 03 0 20 2 1 0 0 16 4 A 1 090 L3x3/16 1 95 23 54 6 47 30 02 0 22 4 3 62 22 28 0 16 -0 17 18 00 0 01 0 17 2 3 9000010 1 0 97 17 97 0 05 -0 14 15 25 0 01 0 06 4 1 0 0 14 0 A l 090 L3x3/16 1 35 23 54 4 69 30 02 0 16 2 0 97 17 97 0 05 3 54 6 10 0 58 0 63 3 2 77 30 54 0 09 -0 71 25 93 0 03 0 12 4 2 77 30 54 0 09 -0 19 25 93 0 01 0 10 2 4 9000U10 1 0 97 17 97 0 05 -0 14 15 25 0 01 0 06 HCI Steel Buildings, Inc. 42 /2008 HCI STEEL BUILDING SYSTEMS, INC. 3869C 2 5 9000012 Job No 1 3869 i modify l customer' CLALLAM BUILDERS AND I Date 1 4/2/2008 Description1 WESTPORT SHIPYARD INTERIOR l De igned BA DLS Checked By I V41 Eave Strut Report (Wall 2) aO63O 4/ 2/06 8 09am ===z_waoo 2 0 97 17 97 0 05 3 54 6 10 0.58 0 63 3 1 87 30 54 0 06 -0 71 25 93 0 03 0 09 4 1 87 30 54 0 06 -0 19 25 93 0 01 0 07 1 0 97 13 10 0 07 -0 12 10 59 0 01 0 09 2 0 97 13 10 0 07 3 15 4 24 0 74 0 82 3 0 97 22 28 0 04 -0 63 18 00 0 03 0 08 4 0 97 22 28 0 04 -0 17 18 00 0 01 0 05 3869C Eave Design Report (Wall 2) 4/ 2/08 8 09am EAVE LAYOUT EAVE STRUT Page 293 Of 526 Page 294 Of 526 HCI STEEL BUILDING SYSTEMS. INC. .s= 869C EAVE ANALYSIS SHEET 147 of 263 Job No 1 3869 Customer I CLALLAM BUILDERS AND Description) WESTPORT SHIPYARD INTERIOR modify 1 Date 1 4/2/2008 Designed BA DLB Checked BPI v41 Eave Design Report (Wall 2) 4/ 2/08 8 09am Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0 00 -0 08 0 00 0 00 0 00 0 05 2 0 35 -0 35 0 05 1 01 5 99 0 00 3 0 58 -0 58 0 00 -2 85 9 81 0 00 4 0 62 -0 62 0 00 -3 24 10 46 0 00 5 0 62 -0 62 0 00 -3 24 10 46 0 00 6 0 58 -0 59 0 00 -2 B8 9 85 0 05 7 0 08 0 00 0 05 0 00 1 29 0 00 WALL #2 STRENGTH /DEFLECTION Span Shear(k Moment(f k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 RS -0 08 4 00 0 02 RS 0 05 6 88 0 01 LS 0 00 0 02 Bay Span Eave Span Lap(ft) Load No No. Unit Total 2 LS 0 35 4 00 0 09 MS -1 01 6 88 0 15 LS 0 00 -0 06 Id Id Size (ft) Left Right Width Brace Row Weight Weight 3 LS 0 58 11 55 0 05 MS 2 85 10 59 0 27 LS 0 00 -0 33 4 RS -0 62 19 85 0 03 MS -3 24 15 25 0 21 LS 0 00 -0 33 1 9000014 1 29 2 38 0 1 5 3 5 3 5 RS -0 62 19 85 0 03 MS 3 24 15 25 0 21 LS 0 00 -0 33 1 2 9000014 11 83 2 38 0 1 49 0 49 0 6 RS -0 59 11 55 0 05 MS -2 88 10 59 0 27 LS 0 00 -0 34 2 3 9000012 19 62 2 38 0 1 115 0 115 0 7 LS 0 08 11 55 0 01 LS 0 05 10 59 0 00 LS 0 00 0 07 3 4 9000010 20 92 2 38 0 1 159 0 159 0 4 5 9000010 20 92 2 38 0 1 159 0 159 0 UNBRACE LENGTHS 5 6 9000012 19 79 2 38 0 1 116 0 116 0 7 9000012 1 29 2 38 0 1 7 6 7 6 Available Reduction Total(lb) 610 8 Span Minor Cb Factor Id Major LS LL M5 RL RS LS LL MS AL RS Out In Purlin DL= 2 68 (psf 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 2 11 8 11 8 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 LOAD COMBINATION 1 DL +CL +LL 3 19 6 19 6 0 0 0 0 0 0 19 6 1 00 1 00 1 00 1 00 1 00 1 00 0 40 4 20 9 20 9 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 5 20 9 20 9 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 6 19 8 0 0 0 0 0 0 0 0 19 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 HCI Steel buildings, Inc. 4/2/2008 Job No 1 3869 1 modify 1 Customer 1 CLALLAM BUILDERS AND I Date 1 4/2/2008 Description) WESTPORT SHIPYARD INTERIOR l Designed Byl DLB HCI STEEL BUILDING SYSTEMS.INC. I Checked By V41 »ea 3869C Eave Design Report (Wall 2) 4/ 2/08 8 09am .ems aa__..e.,a ==aamme 7 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 �l I LOAD COMBINATION 2 DL +CL +SL EAVE ANALYSIS STRENGTH /DEFLECTION Span Shear(k Moment(f -k Mom +Shr Deflection(in) 5 0 69 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 6 0 65 7 0 08 Page 295 Of 526 Page 296 Of 526 SHEET 148 of 263 Job No 1 3869 modify Customer I CLALLAM BUILDERS AND l Date 1 4/2/2008 1 Description) WESTPORT SHIPYARD INTERIOR I Designed Byl DLB HCI STEEL BUILDING SYSTEMS. INC. l 1 Checked BY V41 3869c Eave Design Report (Wall 2) 4/ 2/08 8 09am 1 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 2 11 8 11 8 0 0 0 0 0 0 11 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 3 19 6 19 6 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 4 20 9 0 0 0 0 0 0 0 0 20 9 1 00 1 00 1 00 1 00 1 00 1 00 0 40 5 20 9 0 0 0 0 0 0 0 0 20 9 1 00 1 00 1 00 1 00 1 00 1 00 0 40 6 19 8 0 0 0 0 0 0 0 0 19 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 7 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 Shear(k Moment(f -k LOAD COMBINATION 3 DL +CL +0 75LL +0 75WP Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0 00 -0 09 0 00 0 00 0 00 0 06 2 0 42 -0 41 0 06 1.21 5 99 0 00 SAVE ANALYSIS 3 0 70 -0 70 0 00 3 41 9 81 0 00 4 0 74 -0 74 0 00 -3 87 10 46 0 00 Shear(k Moment(f k 5 0 74 -0 74 0 00 -3 87 10 46 0 00 Span Left Left Right Right Left Left MidSpan Right Right 6 0 70 -0 70 0 00 -3 44 9 85 0 06 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 7 0 09 0 00 0 06 0 00 1 29 0 00 1 0 00 2 0 39 3 0 64 4 0 69 -0 08 0 00 0 00 0 00 0 38 0 05 1 12 5 99 -0 64 0 00 3 15 9 81 0 69 0 00 -3 58 10 46 0 69 0 00 -3 58 10 46 0 65 0 00 3 18 9 85 0 00 0 05 0 00 1 29 0 05 0 00 0 00 0 00 O 00 O 05 0 00 1 RS -0 09 4 00 0 02 RS 0 06 6 88 0 01 LS 0 00 0 02 2 LS 0 42 4 00 0 11 MS 1 21 6 88 0 18 LS 0 00 -0 07 3 LS 0 70 11 55 0 06 MS 3 41 10 59 0 32 LS 0 00 -0 40 STRENGTH /DEFLECTION 4 RS -0 74 19 85 0 04 MS 3 87 15 25 0 25 LS 0 00 -0 40 5 RS -0 74 19 85 0 04 MS 3 87 15 25 0 25 LS 0 00 -0 40 Span Shear(k Moment(f -k Mom +Shr Deflection(in) 6 RS -0 70 11 55 0 06 MS 3 44 10 59 0 32 LS 0 00 -0 40 Id Loc Calc Allow UC Loc Cale Allow UC Loc UC Calc Allow 7 LS 0 09 11 55 0 01 LS 0 06 10 59 0 01 LS 0 00 0 08 1 RS -0 08 4 00 0 02 RS 0 05 6 88 0 01 LS 0 00 0 02 UNBRACE LENGTHS 2 LS 0 39 4 00 0 10 MS 1 12 6 88 0 16 LS 0 00 -0 07 3 LS 0 64 11 55 0 06 MS 3 15 10 59 0 30 LS 0 00 -0 37 Available 4 LS 0 69 19 85 0 03 MS 3 58 15 25 0 23 LS 0 00 -0 37 Reduction 5 LS 0 69 19 85 0 03 MS 3 58 15 25 0 23 L5 0 00 -0 37 Span -Minor -Cb- Factor 6 RS -0 65 11 55 0 06 MS -3 18 10 59 0 30 LS 0 00 -0 37 Id Maj LS LL MS RL R5 LS LL MS RL R5 Out In 7 LS 0 08 11 55 0 01 LS 0 05 10 59 0 01 LS 0 00 0 08 HCI Steel bu)idings, Inc. /2/2008 Job No 1 3869 I modify I 11::::: I Cus tourer I CLALL8N BUILDERS AND I Date 1 4/2/2008 Description) WESTPORT SHIPYARD INTERIOR I Designed H DLB Checked By I V41 =-_,.....m. nsen=— �aneaen ��eoa__- 3869C Eave Design Report (Wall 2) 4/ 2/08 8 09am I ilt�itq NCI STEEL BUILDING SYSTEMS. INC. UNBRACE LENGTHS Available Reduction Span Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 2 11 8 11 8 0 0 0 0 0 0 11 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 3 19 6 19 6 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 4 20 9 20 9 0 0 0 0 0 0 20 9 1 00 1 00 1 00 1 00 1 00 1 00 0 40 5 20 9 20 9 0 0 0 0 0 0 20 9 1 00 1 00 1 00 1 00 1 00 1 00 0 40 6 19 8 19 8 0 0 0 0 0 0 19 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 7 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 LOAD COMBINATION 8 4 DL +CL +O 755L +0 75WP EAVE ANALYSIS STRENGTH /DEFLECTION Span Shear(k Moment(f k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow Page 297 Of 526 Page 298 Of 526 -I Job er No 1 3869 y� �CUStomer I CLALLAM WESTPORT BUILDERS AN D INTERIOR I Description1 SHIPYARD NCI STEEL BUILDING I F SYSTEMS 1140. SHEET 149 of 263 I modify 1 EMBRACE LENGTHS 4/ 2/08 8 09am auras =ea =o 1 RS -0 10 4 00 0 02 RS 0 06 6 88 0 01 LS 0 00 0 03 2 LS 0 44 4 00 0 11 MS -1 27 6 88 0 18 LS 0 00 -0 07 3 RS -0 73 11 55 0 06 MS 3 57 10 59 0 34 LS 0 00 -0 41 4 LS 0 78 19 85 0 04 MS -4 06 15 25 0 27 LS 0 00 -0 41 5 LS 0 78 19 85 0 04 MS -4 06 15 25 0 27 LS 0 00 -0 41 6 RS -0 74 11 55 0 06 MS 3 60 10 59 0 34 LS 0 00 -0 42 7 LS 0 10 11 55 0 01 LS 0 06 10 59 0 01 LS 0 00 0 09 3869C Eave Design Report (Wall 2) Date 1 4/2/2008 I Designed Hy1 DLB I Checked By I V41 Available Reduction Span Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 D 60 2 11 8 11 8 0 0 0 0 0 0 11 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 3 19 6 19 6 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 4 20 9 20 9 0 0 0 0 0 0 20 9 1 00 1 00 1 00 1 00 1 00 1 00 0 40 5 20 9 20 9 0 0 0 0 0 0 20 9 1 00 1 00 1 00 1 00 1 00 1 00 0 40 6 19 8 19 8 0 0 0 0 0 0 19 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 7 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 Shear(k Moment(f -k LOAD COMBINATION 9 5 0 6DL +WS Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0 00 -0 10 0 00 0 00 0 00 0 06 2 0 44 -0 43 0 06 1 27 5.99 0 00 SAVE ANALYSIS 3 0 73 -0 73 0 00 3 57 9 81 0 00 4 0 78 -0 78 0 00 -4 06 10 46 0 00 Shear(k -Moment(f -k 5 0 78 -0 78 0 00 -4 06 10 46 0 00 Span Left Left Right Right Left Left MidSpan Right Right 6 0 73 -0 74 0 00 -3 60 9 85 0 06 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 7 0 10 0 00 0 06 0 00 1 29 0 00 1 0 00 0 11 0 00 0 00 0 00 -0 07 2 -0 51 0 50 -0 07 1 47 5 99 0 00 3 -0 84 0 84 0 00 4 14 9 81 0 00 4 -0 90 0 90 0 00 4 70 10 46 0 00 5 -0 90 0 90 0 00 4 70 10 46 0 00 6 -0 85 0 85 0 00 4 17 9 85 -0 07 7 -0 11 0 00 -0 07 0 00 1 29 0 00 HCI Steel Bundings, Inc. HCI STEEL BUILDING SYSTEMS. INC. UNBRACE LENGTHS EAVE ANALYSIS Job No l 3869 1 modify Customer' CLALLAM BUILDERS AND 1 Date 1 4/2/2008 Description' WESTPORT SHIPYARD INTERIOR I Designed Byl DLB l l I Checked By' V41 3669C Save Design Report (wall 2) 4/ 2/08 8 09am STRENGTH /DEFLECTION Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup Page 299 Of 526 Page 300 Of 526 HCI STEEL BUILDING SYSTEMS. INC. 1 RS -0 09 4 00 0 02 RS 0 06 6 88 0 01 LS 0 00 0 02 2 LS 0 43 4 00 0 11 MS 1 22 6 88 0 18 LS 0 00 -0 07 3 RS -0 70 11 55 0 06 MS 3 45 10 59 0 33 LS 0 00 -0 40 Available 4 RS -0 44 19 85 0 02 M5 2 29 15 25 0 15 LS 0 00 -0 23 Reduction 5 RS -0 44 19 85 0 02 MS -2 29 15 25 0 15 LS 0 00 -0 23 Span Minor Cb Factor 6 RS -0 42 11 55 0 04 MS 2 03 10 59 0 19 LS 0 00 -0 24 Id Major LS LL MS RL RS LS LL MS RL RS Out In 7 LS 0 05 11 55 0 00 LS 0 03 10 59 0 00 LS 0 00 0 05 1 1 3 1 3 0 0 1 3 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 60 UNBRACE LENGTHS 2 11 8 0 0 11 8 11 8 11 8 11 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 3 19 6 19 6 19 6 19 6 19 6 19 6 1 00 1 00 1 00 1 00 1 00 1 00 0 40 Available 4 20 9 20 9 20 9 20 9 20 9 20 9 1 00 1 00 1 00 1 00 1 00 1 00 0 40 Reduction 5 20 9 20 9 20 9 20 9 20 9 20 9 1 00 1 00 1 00 1 00 1 00 1 00 0 40 Span Minor Cb Factor 6 19 8 19 8 19 8 19 8 19 8 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 Id Major LS LL MS RL RS LS LL MS RL RS Out In 7 1 3 0 0 0 0 1 3 0 0 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 1 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 2 11 8 11 8 0 0 0 0 0 0 11 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 LOAD COMBINATION 6 DL +CL +SL /2 +AUX3 3 19 6 19 6 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 4 20 9 20 9 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 5 20 9 20 9 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 6 19 8 19 8 0 0 0 0 0 0 19 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 7 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 Job No l 3869 1 modify 1 Cus tooerl CLALLAM BUILDERS AND 1 Date 1 4/2/2008 Description) WESTPORT SHIPYARD INTERIOR Designed Byl DLB 1 1 I Checked By l V41 3869C Eave Design Report (Wall 2) 4/ 2/08 8 09am a I 1 0 00 09 0 00 0 00 0 00 0 06 I 2 0 43 -0 42 0 06 -1 22 5 99 0 00 3 0 70 -0 70 0 00 3 45 9 81 0 00 4 0 44 -0 44 0 00 2 29 10 46 0 00 Span Shear(k Moment(f k Mom +Shr Deflection(in) 5 0 44 -0 44 0 00 2 29 10 46 0 00 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 6 0 41 -0 42 0 00 2 03 9 85 0 03 7 0 05 0 00 0 03 0 00 1 29 0 00 1 RS 0 11 4 00 0 03 RS -0 07 6 88 0 01 LS 0 00 -0 03 2 LS -0 51 4 00 0 13 MS 1 47 4 69 0 31 LS 0 00 0 09 3 LS -0 84 11 55 0 07 M5 4 14 4 24 0 98 LS 0 00 0 48 STRENGTH /DEFLECTION 4 RS 0 90 19 85 0 05 MS 4 70 6 10 0 77 LS 0 00 0 48 5 RS 0 90 19 85 0 05 MB 4 70 6 10 0 77 LS 0 00 0 48 Span Shear(k Moment (f -k Mom +Shr Deflection(in) 6 RS 0 85 11 55 0 07 MS 4 17 4 24 0 99 LS 0 00 0 49 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 7 LS -0 11 11 55 0 01 LS -0 07 10 59 0 01 LS 0 00 -0 10 SHEET 150 of 263 LOAD COMBINATION 7 DL +CL +SL /2 +AUX4 fI2/2008 1 HCI Steel buildings, Inc. +/2/2008 C I Job No 1 3869 1 modify Customer I CLALLAM BUILDERS AND I Date 1 4/2/2008 Description' WESTPORT SHIPYARD INTERIOR Designed By' DLB HQ STEEL BUILDING SYSTEMS INC. 1 Checked Ay' V41 3869C Eave Design Report (Wall 2) 4/ 2/08 8 09am EAVE ANALYSIS Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0 00 -0 05 0 00 0 00 0 00 0 03 2 0 25 -0 24 0 03 -0 72 5 99 0 00 3 0 70 -0 70 0 00 3 45 9 81 0 00 4 0 75 -0 75 0 00 -3 92 10 46 0 00 5 0 44 -0 44 0 00 -2 29 10 46 0 00 6 0 41 -0 42 0 00 -2 03 9 85 0 03 7 0 05 0 00 0 03 0 00 1 29 0 00 STRENGTH /DEFLECTION UNBRACE LENGTHS Page 301 Of 526 Page 302 Of 526 HCI STEEL BUILDING SYSTEMS. INC. 3869C SHEET 151 of 263 Eave Design Report (Wall 2) 4/ 2/08 8 09am 7 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 LOAD COMBINATION 8 DL+CL +SL /2+AUX5 EAVE ANALYSIS Job No 1 3869 I modify I Customer' CLALLAM BUILDERS AND I Date 1 4/2/2008 Description' WESTPORT SHIPYARD INTERIOR Designed By DLB Checked BY' V41 Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0 00 -0 05 0 00 0 00 0 00 0 03 2 0 25 -0 24 0 03 -0 72 5 99 0 00 3 0 41 -0 41 0 00 2 02 9 81 0 00 4 0 75 -0 75 0 00 3 92 10 46 0 00 Span Shear(k Moment(f -k Mom +Shr Deflection(in) 5 0 75 -0 75 0 00 3 92 10 46 0 00 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 6 0 41 -0 42 0 00 2 03 9 85 0 03 7 0 05 0 00 0 03 0 00 1 29 0 00 1 RS -0 05 4 00 0 01 RS 0 03 6 88 0 01 LS 0 00 0 01 2 LS 0 25 4 00 0 06 MS -0 72 6 88 0 10 LS 0 00 -0 04 3 .RS -0 70 11 55 0 06 MS -3 45 10 59 0 33 LS 0 00 -0 40 STRENGTH /DEFLECTION 4 LS 0 75 19 85 0 04 MS -3 92 15 25 0 26 LS 0 00 -0 40 5 RS -0 44 19 85 0 02 MS -2 29 15 25 0 15 LS 0 00 -0 23 Span Shear(k Moment(f -k Mom +Shr Deflection(in) 6 RS -0 42 11 55 0 04 MS -2 03 10 59 0 19 LS 0 00 -0 24 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 7 LS 0 05 11 55 0 00 LS 0 03 10 59 0 00 LS 0 00 0 05 1 RS -0 05 4 00 0 01 RS 0 03 6 88 0 01 LS 0 00 0 01 2 LS 0 25 4 00 0 06 MS -0 72 6 88 0 10 LS 0 00 -0 04 3 LS 0 41 11 55 0 04 MS 2 02 10 59 0 19 LS 0 00 -0 23 Available 4 LS 0 75 19 85 0 04 MS 3 92 15 25 0 26 LS 0 00 -0 40 Reduction 5 LS 0 75 19 85 0 04 MS 3 92 15 25 0 26 LS 0 00 -0 40 Span Minor -Cb Factor 6 RS -0 42 11 55 0 04 MS -2 03 10 59 0 19 LS 0 00 -0 24 Id Major LS LL MS RL RS LS LL MS EL R5 Out In 7 LS 0 05 11 55 0 00 LS 0 03 10 59 0 00 LS 0 DO 0 05 1 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 UNBRACE LENGTHS 2 11 8 11 8 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 3 19 6 19 6 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 Available 4 20 9 20 9 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 Reduction 5 20 9 20 9 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 Span Minor Cb Factor 6 19 8 19 8 0 0 0 0 0 0 19 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 Id Major LS LL MS RL RS LS LL M5 RL RS Out In HCI Steel buildings, Inc. 4/2/2008 Page 303 Of 526 Page 304 Of 526 Job No 1 3869 1 arodify 1 I Job No 1 3869 modify Customer 1 CLALLAN BUILDERS AND I Date 1 4/2/2008 Customer 1 CLALLAM BUILDERS AND Date 1 9/2/2008 WESTPORT SHIPYARD INTERIOR Description! 1 Description) Designed DLB Checked By I v41 SYSTEM¢ INC LDING 1 WESTPORT SHIPYARD INTERIOR Designed By' DLB Checked By I V41 way �m. Report =�aveee�sa= we.. ==amen_ .nao ens 3869C Eave Design _�Qemao�__�nn_�wa sees n ort (Wall 2) 4/ 2/08 8 09am 3869C Eave Design Report (Wall 2) 4/ 2/08 8 09am HG STEEL BUILDING SYSTEMS. INC. 1 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 2 11 8 11 8 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 3 19 6 19 6 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 4 20 9 20 9 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 5 20 9 20 9 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 6 19 8 19.8 0 0 0 0 0 0 19 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 7 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 LOAD COMBINATION 9 9 DL +CL +SL /2 +AUX6 EAVE ANALYSIS Shear(k Moment(f-k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup UNBRACE LENGTHS 1 RS -0 05 4 00 0 01 RS 0 03 6 88 0 01 LS 0 00 0 01 2 LS 0 25 4 00 0 06 MS -0 72 6 88 0 10 LS 0 00 -0 04 3 LS 0 41 11 55 0 04 M3 2 02 10 59 0 19 LS 0 00 -0 23 STRENGTH /DEFLECTION 4 RS -0 44 19 85 0 02 MS 2 29 15 25 0 15 LS 0 00 -0 23 5 LS 0 75 19 85 0 04 MS 3 92 15 25 0 26 LS 0 00 -0 40 Span Shear(k Moment(f -k Mom +Shr Deflection(in) 6 RS -0 71 11 55 0 06 MS -3 48 10 59 0 33 LS 0 00 -0 41 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 7 .LS 0 09 11 55 0 01 LS 0 06 10 59 0 01 LS 0 00 0 08 SHEET 152 of 263 Available Reduction Span Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In 1 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 2 11 8 11 8 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 3 19 6 19 6 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 4 20 9 20 9 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 5 20 9 20 9 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 6 19 8 0 0 0 0 0 0 0 0 19 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 7 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 LOAD COMBINATION 910 DL+CL +SL /2 +AUX1 1 0 00 -0 05 0 00 0 00 0 00 0 03 2 0 25 -0 24 0 03 -0 72 5 99 0 00 EAVE ANALYSIS 3 0 41 -0 41 0 00 -2 02 9 81 0 00 4 0 44 -0 44 0 00 -2 29 10 46 0 00 Shear(k Moment(f k 5 0'75 -0 75 0 00 -3 92 10 46 0 00 Span Left Left Right Right Left Left MidSpan Right Right 6 0 71 -0 71 0 00 -3 48 9 85 0 06 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 7 0 09 0 00 0 06 0 00 1 29 0 00 1 0 00 -0 09 0 00 0 00 0 00 0 06 2 0 43 -0 42 0 06 -1 22 5 99 0 00 STRENGTH /DEFLECTION 3 0 41 -0 41 0 00 -2 02 9 81 0 00 4 0 44 -0 44 0 00 2 29 10 46 0 00 Span Shear(k Moment(f -k Mom +Shr Deflection(in) 5 0 44 -0 44 0 00 2 29 10 46 0 00 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 6 0 41 -0 42 0 00 2 03 9 85 0 03 7 0 05 0 00 0 03 0 00 1 29 0 00 UNBRACE LENGTHS LOAD COMBINATION 811 DL +CL +SL /2 +AUX2 EAVE ANALYSIS HCI Steel buildings, Inc 4/2/2008 1:1 Job No 1 3869 I modify 1 Customer I CLALLAM BUILDERS AND I Date 1 4/2/2008 Descraption1 WESTPORT SHIPYARD INTERIOR l De igned Byl DLB S. IINC.� 1 Checked By V41 66666666 -66. .6= -6 -x.66 3869C Eave Design Report (Wall 2) 4/ 2/08 8 09am °6666..666= 666. -6. .6=- 1 RS -0 09 4 00 0 02 RS 0 06 6 88 0 01 L8 0 00 0 02 2 LS 0 43 4 00 0 11 MS 1 22 6 88 0 18 LS 0 00 -0 07 3 LS 0 41 11 55 0 04 MS 2 02 10 59 0 19 LS 0 00 -0 23 4 RS -0 44 19 85 0 02 MS -2 29 15 25 0 15 LS 0 00 -0 23 5 RS -0 44 19 85 0 02 MS 2 29 15 25 0 15 LS 0 00 -0 23 6 RS -0 42 11 55 0 04 MS 2 03 10 59 0 19 15 0 00 -0 24 7 LS 0 05 11 55 0 00 LS 0 03 10 59 0 00 LS 0 00 0 05 1 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 2 11 8 11 8 0 0 0 0 0 0 11 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 3 19 6 19 6 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 4 20 9 20 9 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 5 20 9 20 9 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 6 19 8 19 8 0 0 0 0 0 0 19 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 7 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 Page 305 Of 526 Page 306 Of 526 1 Job No 1 3869 I modify 1 Customer I CLALLAM BUILDERS AND 1 Date 1 4/2/2008 IDescriptionl WESTPORT SHIPYARD INTERIOR Designed Bs1 DLB HCI STEEL BUILDING SYSTEMS, INC. 1 1 Checked By l V41 3869C pf09 6 666 Eave Design Report (Wall 2)4/62/08 6 6 809am STRENGTH /DEFLECTION Span Shear(k Moment(f -k Mom +Shr Deflection(in) Id Loc Calc Allow DC Loc Calc Allow DC Loc GC Calc Allow 1 RS -0 05 4 00 0 01 RS 0 03 6 88 0 01 LS 0 00 0 01 2 L5 0 25 4 00 0 06 MS -0 72 6 88 0 10 LS 0 00 -0 04 3 LS 0 41 11 55 0 04 MS 2 02 10 59 0 19 LS 0 00 -0 23 Available 4 RS -0 44 19 85 0 02 MS 2 29 15 25 0 15 LS 0 00 -0 23 Reduction 5 RS -0 44 19 85 0 02 MS 2 29 15 25 0 15 L5 0 00 -0 23 Span Minor Cb Factor 6 RS -0 71 11 55 0 06 MS 3 48 10 59 0 33 LS 0 00 -0 41 Id Major LS LL MS RL RS LS LL HS RL RS Out In 7 LS 0 09 11 55 0 01 L5 0 06 10 59 0 01 LS 0 00 0 08 UNBRACE LENGTHS SHEET 153 of 263 Available Reduction Span Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In 1 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 2 11 8 11 8 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 3 19 6 19 6 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 4 20 9 20 9 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 5 20 9 20 9 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 6 19 8 0 0 0 0 0 0 0 0 19 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 7 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 Shear(k Moment(f -k LOAD COMBINATION 012 DL +CL +SL 1 OAUX1 Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0 00 -0 05 0 00 0 00 0 00 0 03 2 0 25 -0 24 0 03 -0 72 5 99 0 00 EAVE ANALYSIS 3 0 41 -0 41 0 00 -2 02 9 81 0 00 4 0 44 -0 44 0 00 -2 29 10 46 0 00 Shear(k Moment(f -k 5 0 44 -0 44 0 00 -2 29 10 46 0 00 Span Left Left Right Right Left Left MidSpan Right Right 6 0 71 -0 71 0 00 -3 48 9 85 0 06 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 7 0 09 0 00 0 06 0 00 1 29 0 00 HCI Steel Buildings, Inc. 4/2/2008 1 0 00 -0 05 0 00 0 00 0 00 0 03 2 0 25 -0 24 0 03 -0 70 5 99 0 00 3 0 70 -0 70 0 00 3 41 9 81 0 00 4 0 74 -0 74 0 00 3 87 10 46 0 00 5 0 74 -0 74 0 00 3 87 10 46 0 00 6 0 70 -0 70 0 00 3 44 9 85 0 06 7 0 09 0 00 0 06 0 00 1.29 0 00 STRENGTH /DEFLECTION Span Shear(k Moment(f k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow UNBRACE LENGTHS Page 307 Of 526 Page 308 Of 526 1 Job No i 3869 I modify 1 Job No 1 3869 1 modify l i I Designed 1 DLB /2008 HC IL BUILDING Customer WESTPORTBSHIPYARDAINTERIOR Designed 1 4/2/2008 I_ �I 1:1 I Customer CLALLAM BUILDERS AND Description I BA l I I .IN Description BA DLB HCI STEEL BUILDING SYSTEMS. INC. l WESTPORT SHIPYARD INTERIOR I l Checked BY i yql SYSTEMS. INC. i Checked By' V91 3869C Eave Design Report (wall 2) 4/ 2/08 8 09am 3869C Eave Design Report (Wall 2) 4/ 2/08 8 09am EAVE ANALYSIS 1 RS -0 05 4 00 0 01 RS 0 03 6 88 0 00 LS 0 00 0 01 2 LS 0 25 4 00 0 06 MS -0 70 6 88 0 10 LS 0 00 -0 04 3 LS 0 70 11 55 0 06 MS 3 41 10 59 0 32 LS 0 00 -0 40 STRENGTH /DEFLECTION 4 RS -0 74 19 85 0 04 MS -3 87 15 25 0 25 LS 0 00 -0 40 5 RS -0 74 19 85 0 04 MS 3 87 15 25 0 25 LS 0 00 -0 40 Span Shear(k Moment(f k Mom +Shr Deflection(in) 6 RS -0 70 11 55 0 06 MS 3 44 10 59 0 32 LS 0 00 -0 40 Id Loc Calc Allow UC LOO Calc Allow UC Loc UC Calc Allow 7 LS 0 09 11 55 0 01 LS 0 06 10 59 0 01 LS 0 00 0 08 3 LS 0 70 11 55 0 06 MS -3 41 10 59 0 32 LS 0 00 -0 40 Available 4 RS -0 74 19 85 0 04 MS -3 87 15 25 0 25 LS 0 00 -0 40 Reduction 5 RS -0 74 19 85 0 04 MS 3 87 15 25 0 25 LS 0 00 -0 40 Span Minor Cb Factor 6 RS -0 41 11 55 0 04 MS -1 99 10 59 0 19 LS 0 00 -0 23 Id Major LS LL MS RL RS LS LL MS RL RS Out In 7 LS 0 05 11 55 0 00 LS 0 03 10 59 0 00 LS 0 00 0 05 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 UNBRACE LENGTHS 2 11 8 11 8 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 3 19 6 19 6 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 Available 4 20 9 0 0 0 0 0 0 0 0 20 9 1 00 1 00 1 00 1 00 1 00 1 00 0 40 Reduction 5 20 9 0 0 0 0 0 0 0 0 20 9 1 00 1 00 1 00 1 00 1 00 1 00 0 40 Span Minor Cb Factor 6 19 8 0 0 0 0 0 0 0 0 19 8 1 00 1 00 1 00 1 00 1_00 1 00 0 40 id Major LS LL MS RL RS LS LL MS RL RS Out In 7 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 1 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 2 11 8 11 8 0 0 0 0 0 0 11 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 LOAD COMBINATION #13 DL +CL +SL -1 0AUX2 3 19 6 19 6 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 4 20 9 0 0 0 0 0 0 0 0 20 9 1 00 1 00 1 00 1 00 1 00 1 00 0 40 5 20 9 0 0 0 0 0 0 0 0 20 9 1 00 1 00 1 00 1 00 1 00 1 00 0 40 6 19 8 0 0 0 0 0 0 0 0 19 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 SHEET 154 of 263 Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0 00 -0 09 0 00 0 00 0 00 0 06 2 0 42 -0 41 0 06 1 21 5 99 0 00 3 0 70 -0 70 0 00 -3 41 9 81 0 00 4 0 74 -0 74 0 00 -3 87 10 46 0 00 5 0 74 -0 74 0 00 -3 87 10 46 0 00 6 0 40 -0 41 0 00 1 99 9 85 0 03 7 0 05 0 00 0 03 0 00 1 29 0 00 1 RS -0 09 4 00 0 02 RS 0 06 6 88 0 01 LS 0 00 0 02 2 LS 0 42 4 00 0 11 MS 1 21 6 88 0 18 LS 0 00 -0 07 HCI Steel buildings, Inc. Job No 1 3869 1 Dadefy Customer I CLALLAM BUILDERS AND I Date 1 9/2/2008 HCI STEEL BUILDING 'Description' WESTPORT SHIPYARD /NTERIOR Designed WI DLB SYSTEMS. INC. I Checked By I V41 x66 -`-666 v6 ===c_ 3869C Eave Design Report (Wall 2) 4/ 2/08 8 09am 6 7 66 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 100 1 00 1 00 0 60 LOAD COMBINATION 814 DL +CL +1 6AUX3 EAVE ANALYSIS Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0 00 2 0 36 3 0 59 4 0 14 5 0 14 6 0 13 7 0 02 STRENGTH /DEFLECTION 0 08 0 00 -0 35 0 05 0 59 0 00 0 14 0 00 0 14 0 00 0 13 0 00 0 00 0 01 O 00 0 00 -1 03 5 99 2 91 9 81 0 71 10 46 0 71 10 46 0 63 9 85 O 00 1 29 Page 309 Of 526 Page 310 Of 526 0 05 0 00 O 00 0 00 O 00 O 01 0 00 SHEET 155 of 263 Job No 1 3869 I modify l ti�ria Customer' CLALLAM BUILDERS AND I Date 1 4/2/2008 I_ Description' WESTPORT SHIPYARD INTERIOR Designed BA 0113 STEEL BUILDING SYSTEMS, INC_ I Checked By' V41 3869C 6 666 Eave v6 Design Report (Wall 2) 4/ 2/08 8 09am 1 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 2 11 8 11 8 0 0 0 0 0 0 11 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 3 19 6 19 6 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 4 20 9 20 9 0 0 0 0 0 0 20 9 1 00 1 00 1 00 1 00 1 00 1 00 0 40 5 20 9 20 9 0 0 0 0 0 0 20 9 1 00 1 00 1 00 1 00 1 00 1 00 0 40 6 19 8 0 0 0 0 0 0 0 0 19 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 7 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 LOAD COMBINATION #15 DL +CL +1 6AUX4 EAVE ANALYSIS Shear(k Moment(f k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0 00 -0 02 0 00 0 00 0 00 0 01 2 0 08 -0 08 0 01 -0 22 5 99 0 00 3 0 59 -0 59 0 00 2 91 9 81 0 00 4 0 63 -0 63 0 00 3 31 10 46 0 00 Span Shear(k Moment(f -k Mom +Shr Deflection(in) 5 0 14 -0 14 0 00 -0 71 10 46 0 00 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 6 0 13 -0 13 0 00 -0 63 9 85 0 01 7 0 02 0 00 0 01 0 00 1 29 0 00 1 RS -0 08 4 00 0 02 RS 0 05 6 88 0 01 LS 0 00 0 02 2 LS 0 36 4 00 0 09 MS -1 03 6 88 0 15 LS 0 00 -0 06 3 LS 0 59 11 55 0 05 MS -2 91 10 59 0 28 LS 0 00 -0 34 STRENGTH /DEFLECTION 4 LS 0 14 19 85 0 01 MS -0 71 15 25 0 05 LS 0 00 -0 07 5 LS 0 14 19 85 0 01 MS -0 71 15 25 0 05 L5 0 00 -0 07 Span Shear(k Moment(f k Mom +Shr Deflection(in) 6 RS -0 13 11 55 0 01 MS -0 63 10 59 0 06 LS 0 00 -0 07 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 7 LS 0 02 11 55 0 00 LS 0 01 10 59 0 00 LS 0 00 0 02 1 RS -0 02 4 00 0 00 RS 0 01 6 88 0 00 LS 0 00 0 00 UNBRACE LENGTHS 2 LS 0 08 4 00 0 02 MS -0 22 6 88 0 03 LS 0 00 -0 01 3 LS 0 59 11 55 0 05 MS -2 91 ID 59 0 28 LS 0 00 -0 34 Available 4 R5 -0 63 19 85 0 03 MS -3 31 15.25 0 22 LS 0 00 -0 34 Reduction 5 LS 0 14 19 85 0 01 MS -0 71 15 25 0 05 LS 0 00 -0 07 Span Minor Cb Factor 6 RS -0 13 11 55 0 01 MS -0 63 10 59 0 06 LS 0 00 -0 07 Id Major LS LL MS RL RS LS LL MS RI RS Out In 7 LS 0 02 11 55 0 00 LS 0 01 10 59 0 00 LS 0 00 0 02 4/2/2008 HCI Steel L..1 dings, Inc. +1212008 Page 311 Of 526 I Job No' 3869 1 modify 1 I Customer' CIALLAM BUILDERS AND I Date 1 4/2/2008 Descriptionl WESTPORT SHIPYARD INTERIOR Designed Byl DLB HCI STEEL BUILDING i SYSTEMS, INC. Checked Byl V41 3869C Eave Design Report (Wall 2) UNBRACE LENGTHS Span Id Major 1 2 3 4 5 6 7 EAVE ANALYSIS Span Left Id Sup 1 0 00 2 0 08 3 0 13 4 0 63 5 0 63 6 0 13 7 0 02 Available Reduction Minor Cb Factor LS LL MS RL RS LS LL MS RL RS Out In 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 11 8 11 8 0 0 0 0 0 0 11 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 19 6 19 6 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 20 9 20 9 0 0 0 0 0 0 20 9 1 00 1 00 1 00 1 00 1 00 1 00 0 40 20 9 20 9 0 0 0 0 0 0 20 9 1 00 1 00 1 00 1 00 1 00 1 00 0 40 19 8 0 0 0 0 0 0 0 0 19 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 LOAD COMBINATION 916 DL +CL +1 6AUX5 STRENGTH /DEFLECTION Shear(k Left Right Right Left Lap Lap Sup Sup 0 02 0 00 -0 08 0 01 -0 13 0 00 0 63 0 00 0 63 0 00 -0 13 0 00 0 00 0 01 Moment(f -k Left MidSpan Right Right Lap Mom Loc Lap Sup 0 00 0 00 0 22 5 99 0 62 9 81 -3 31 10 46 3 31 10 46 0 63 9 85 0 00 1 29 4/ 2/08 8 09am 0 01 0 00 0 00 0 00 O 00 O 01 0 00 Span Shear(k Moment(f-k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow Job No i 3869 1 modify l Customer' CLALLAM BUILDERS AND I Date l 4/2/2008 Description! WESTPORT SHIPYARD INTERIOR Designed BA DLB MCI S 1 MSL BUILDING SYSTEMS. INC. 1 Checked BY' V41 3869C cv Eave Design Report (Wall 2) 4/ 2/08 8 09am ena 1 S RS e 0 02 4 00 0 00 RS 0 01 g. 6 88 0 00 LS 0 00 0 00 vca. 2 LS 0 08 4 00 0 02 MS -0 22 6 88 0 03 LS 0 00 -0 01 3 LS 0 13 11 55 0 01 MS -0 62 10 59 0 06 LS 0 00 -0 07 4 RS 63 19 85 0 03 MS 3 31 15 25 0 22 LS 0 00 -0 34 5 RS -0 63 19 85 0 03 MS 3 31 15 25 0 22 LS 0 00 -0 34 6 RS -0 13 11 55 0 01 MS -0 63 10 59 0 06 LS 0 00 -0 07 7 LS 0 02 11 55 0 00 LS 0 01 10 59 0 00 LS 0 00 0 02 UNSRACE LENGTHS Span EAVE ANALYSIS' SHEET 156 of 263 Available Reduction Minor Cb- Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 2 11 8 11 8 0 0 0 0 0 0 11 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 3 19 6 19 6 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 4 20 9 20 9 0 0 0 0 0 0 20 9 1 00 1 00 1 00 1 00 1 00 1 00 0 40 5 20 9 20 9 0 0 0 0 0 0 20 9 1 00 1 00 1 00 1 00 1 00 1 00 0 40 6 19 8 19 8 0 0 0 0 0 0 19 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 7 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 LOAD COMBINATION #17 DL+CL +1 6AUX6 Shear(k Span Left Left Right Right Id Sup Lap Lap Sup 1 0 00 2 0 08 3 0 13 4 0 14 5 0 63 6 0 60 7 0 08 Left Sup 0 02 0 00 -0 08 0 01 0 13 0 00 14 0 00 0 63 0 00 0 60 0 00 0 00 0 05 Moment(f -k Left MidSpan Right Right Lap Mom Loc Lap Sup 0 00 0 00 0 22 5 99 -0 62 9 81 -0 71 10 46 3 31 10 46 2 94 9 85 0 00 1 29 Page 312 Of 526 O 01 O 00 O 00 O 00 O 00 O 05 0 00 HCI Steel buildings Inc. 4/2/2008 Job No 1 I modii 7( Wes, Customer' CLALLAM BUILDERS AND I Date 1 9/2/2008 I.I 'Description! WESTPORT SHIPYARD INTERIOR De igned Byl DLB HG STEEL BUILDWG Checked I 1 d B I V41 .e c a sen 3869C Eave Design Report (Wall 2) Q 4/ 2/08 8 09am STRENGTH /DEFLECTION Span Shear(k Moment(f k Mom +Shr Deflection(in) 5 0 14 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 6 0 60 7 0 08 UNBRACE LENGTHS EAVE ANALYSIS Shear(k Moment(f-k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup Page 313 Of 526 Page 314 Of 526 Job No 1 3869 1 modify Customer I CLALLAM BUILDERS AND I Date 1 4/2/2008 I Descrip1aonl WESTPORT SHIPYARD INTERIOR I Designed By' DLB SG STEEL BUILDING SYSTEMS, INC. 1 I Checked By' V91 3869C Eave Design Report (Wall 2) 4/ 2/08 8 09am 1 0 00 2 0 36 3 0 13 4 0 63 SHEET '157 of 263 0 08 0 00 -0 35 0 05 0 13 0 00 0 63 0 00 0 14 0 00 0 60 0 00 0 00 0 05 0 00 0 00 1 03 5 99 -0 62 9 81 3 31 10 46 -0 71 10 46 2 94 9 85 000 129 1 RS -0 08 4 00 0 02 RS 0 05 6 88 0 01 LS 0 00 0 02 2 LS 0 36 4 00 0 09 MS -1 03 6 88 0 15 LS 0 00 -0 06 3 15 0 13 11 55 0 01 MS -0 62 10 59 0 06 LS 0 00 -0 07 Available 4 RS -0 63 19 85 0 03 MS 3 31 15 25 0 22 LS 0 00 -0 34 Reduction 5 LS 0 14 19 85 0 01 MS -0 71 15 25 0 05 LS 0 00 -0 07 Span Minor Cb Factor 6 RS -0 60 11 55 0 05 MS 2 94 10 59 0 28 LS 0 00 -0 35 Id Major LS LL MS RL RS LS LL MS RL RS Out In 7 LS 0 08 11 55 0 01 LS 0 05 10 59 0 00 LS 0 00 0 07 LOAD COMBINATION 919 DL +CL +1 6AUX8 O 05 O 00 0 00 0 00 0 00 0 05 O 00 1 RS -0 02 4 00 0 00 RS 0 01 6 88 0 00 LS 0 00 0 00 2 LS 0 08 4 00 0 02 MS -0 22 6 88 0 03 LS 0 00 -0 01 3 LS 0 13 11 55 0 01 MS -0 62 10 59 0 06 LS 0 00 -0 07 STRENGTH /DEFLECTION 4 15 0 14 19 85 0 01 MS -0 71 15 25 0 05 LS 0 00 -0 07 5 RS -0 63 19 85 0 03 MS 3 31 15 25 0 22 LS 0 00 -0 34 Span Shear(k Moment(f -k Mom +Shr Deflection(in) 6 RS -0 60 11 55 0 05 MS 2 94 10 59 0 28 LS 0 00 -0 35 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 7 LS 0 08 11 55 0 01 LS 0 05 10 59 0 00 15 0 00 0 07 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 UNBRACE LENGTHS 2 11 8 11 8 0 0 0 0 0 0 11 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 3 19 6 19 6 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 Available 4 20 9 20 9 0 0 0 0 0 0 20 9 1 00 1 00 1 00 1 00 1 00 1 00 0 40 Reduction 5 20 9 20 9 0 0 0 0 0 0 20 9 1 00 1 00 1 00 1 00 1 00 1 00 0 40 Span -Minor -Cb Factor 6 19 8 0 0 0 0 0 0 0 0 19 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 Id Major LS LL MS RL RS LS LL MS RL RS Out In 7 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 1 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 2 11 8 11 8 0 0 0 0 0 0 11 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 LOAD COMBINATION 818 DL +CL +1 6AUX7 3 19 6 19 6 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 4 20 9 20 9 0 0 0 0 0 0 20 9 1 00 1 00 1 00 1 00 1 00 1 00 0 40 5 20 9 20 9 0 0 0 0 0 0 20 9 1 00 1 00 1 00 1 00 1 00 1 00 0 40 6 19 8 0 0 0 0 0 0 0 0 19 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 7 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 EAVE ANALYSIS STRENGTH /DEFLECTION UNBRACE LENGTHS HCI Steel Buildings Inc. +/2/2008 Job No 1 3869 I modify I HCI STEEL BUILDING SYSTEMS. INC. I Checked By' V41 3869C Eave Design Report (Wall 2) 4/ 2/08 8 09am Shear(k Moment(f-k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup Page 315 Of 526 Page 316 Of 526 1 0 00 -0 02 0 00 0 00 0 00 0 01 2 0 08 -0 08 0 01 -0 22 5 99 0 00 SAVE ANALYSIS 3 0 59 -0 59 0 00 2 91 9 81 0 00 4 0 14 -0 14 0 00 -0 71 10 46 0 00 Shear(k Moment(f-k 5 0 63 -0 63 0 00 3 31 10 46 0 00 Span Left Left Right Right Left Left MidSpan Right Right 6 0 13 -0 13 0 00 -0 63 9 85 0 01 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap sup 7 0 02 0 00 0 01 0 00 1 29 0 00 Span Shear(k Moment(f k Mom +Shr Deflection(in) 5 0 74 -0 74 0 00 3 87 10 46 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 6 0 70 -0 70 0 00 3 44 9 85 1 RS -0 02 4 00 0 00 RS 0 01 6 88 0 00 LS 0 00 0 00 2 LS 0 08 4 00 0 02 MS -0 22 6 88 0 03 LS 0 00 -0 01 3 LS 0 59 11 55 0 05 MS -2 91 10 59 0 28 LS 0 00 -0 34 STRENGTH /DEFLECTION 4 LS 0 14 19 85 0 01 845 -0 71 15 25 0 05 LS 0 00 -0 07 5 RS -0 63 19 85 0 03 MS 3 31 15 25 0 22 LS 0 00 -0 34 Span Shear(k Moment(f k Mom +Shr Deflection(in) 6 RS -0 13 11 55 0 01 MS -0 63 10 59 0 06 LS 0 00 -0 07 Id Loc Calc Allow UC Lon Calc Allow UC Loc UC Calc Allow 7 LS 0 02 11 55 0 00 LS 0 01 10 59 0 00 LS 0 00 0 02 1 RS -0 39 4 00 0 10 RS 0 25 6 88 0 04 RS 0 01 0 08 2 LS 1 52 4 00 0 38 MS 3 96 6 88 0 58 LS 0 15 -0 23 3 LS 1 12 11 55 0 10 MS -4 29 10 59 0 41 LS 0 00 -0 50 Available 4 R5 -0 74 19 85 0 04 MS -3 87 15 25 0 25 LS 0 00 -0 40 Reduction 5 RS -0 74 19 85 0 04 MS -3 87 15 25 0 25 LS 0 00 -0 40 Span Minor Cb Factor 6 RS -0 70 11 55 0 06 MS -3 44 10 59 0 32 LS 0 00 -0 40 Id Major LS LL MS RL RS LS LL MS RL RS Out In 7 LS 0 09 11 55 0 01 LS 0 06 10 59 0 01 LS 0 00 0 08 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 UNBRACE LENGTHS 2 11 8 11 8 0 0 0 0 0 0 11 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 3 19 6 19 6 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 Available 4 20 9 20 9 0 0 0 0 0 0 20 9 1 00 1 00 1 00 1 00 100 1 00 0 40 Reduction 5 20 9 20 9 0 0 0 0 0 0 20 9 1 00 1 00 1 00 1 00 1 00 1 00 0 40 Span Minor Cb Factor 6 19 8 19 8 0 0 0 0 0 0 19 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 Id Major LS LL MS RL RS LS LL MS RL RS Out In SHEET 158 of 263 111 Customer Job No 1 3869 I CLALLAM BUILDERS AND Description' NESTPORT SHIPYARD INTERIOR HCI STEEL BUILDING SYSTEMS. INC. 3869C Eave Design Report (Wall 2) 4/ 2/08 8 09am e= 7 6 1 3 1 3 =6 1 3 6 0 0 1 3 1 3 1 00100 1 001 00 1 00 1 00 0 60 LOAD COMBINATION 820 DL +CL +SL +AUX9 1 0 00 -0 39 0 00 0 00 0 00 2 1 52 1 24 0 25 -3 96 5 84 3 1 12 -0 78 0 00 -4 29 9 71 4 0 74 -0 74 0 00 3 87 10 46 7 0 09 0 00 0 06 0 00 1 29 I —difY I 1 Date 1 4/2/2008 I Designed By1 DLB Checked By I V41 O 25 O 00 O 00 0 00 0 00 0 06 O 00 HCI Steel buildings, Inc. .12/2008 Job No i 3869 1 modify 1 Customer' CLALLAM BUILDERS AND Date 1 4/2/2008 N Description! WESTPORT SHIPYARD INTERIOR I Designed B 019 HCI STEEL BUILDING Checked SYSTEMS INC. 1 I V41 6 6 3869C Eave Design Report (Wall 2) 4/2/08 8 09am 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 2 11 8 11 8 0 0 0 0 0 0 11 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 3 19 6 19 6 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 4 20 9 0 0 0 0 0 0 0 0 20 9 1 00 1 00 1 00 1 00 1 00 1 00 0 40 5 20 9 0 0 0 0 0 0 0 0 20 9 1 00 1 00 1 00 1 00 1 00 1 00 0 40 6 19 8 0 0 0 0 0 0 0 0 19 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 7 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 DEFLECTION LOAD COMBINATION 1 LL Span DEFLECTION(in) Id Calc Allow Ratio 1 0 02 2 -0 05 0 95 0 05 3 -0 26 1 57 0 16 4 -0 26 1 67 0 15 5 -0 26 1 67 0 15 6 -0 26 1 58 0 17 7 0 05 LOAD COMBINATION 2 SL 1 0 02 2 -0 06 0 95 0 06 3 -0 32 1 57 0 21 4 -0 32 1 67 0 19 5 -0 32 1 67 0 19 6 -0 33 1 58 0 21 7 0 07 000000330 =3.0 Page 317 Of 526 Page 318 Of 526 Job No 1 3869 modify C Customer! CLALLAM BUILDERS AND Date 4/2/2008 Description! WESTPORT SHIPYARD INTERIOR 1 Designed By' DLB HCI STEEL BUILDING 1 SYSTEMS. INC. i Checked By' V41 3869C 3869C Wall Bay Rave Id Id Size EAVE LAYOUT SHEET 159 of 263 Eave Strut Report (Wall 4) 4/ 2/08 8 09am Eave Strut Report (Wall 4) 4/ 2/08 8 09am Load Axial(k MOment(f k Axl +Mom Id Calc Allow UC Calc Allow UC UC 4 5 9000014 1 0 89 9 07 0 10 -0 04 6 88 0 01 0 10 2 0 89 9 07 0 10 1 16 4 69 0 25 0 35 3 0 54 15 41 0 04 -0 23 11 70 0 02 0 06 4 0 54 15 41 0 04 -0 06 11 70 0 01 0 04 4 4 9000012 1 0 89 13 10 0 07 -0 13 10 59 0 01 0 08 2 0 89 13 10 0 07 3 26 4 24 0 77 0 84 3 1 36 22 28 0 06 -0 65 18 00 0 04 0 10 4 1 36 22 28 0 06 -0 18 18 00 0 01 0 07 4 3 9000012 1 0 89 13 10 0 07 -0 14 10 59 0 01 0 08 2 0 89 13 10 0 07 3 70 4 24 0 87 0 94 3 2 23 22 28 0 10 -0 74 18 00 0 04 0 14 4 2 23 22 28 0 10 -0 20 18 00 0 01 0 11 4 2 9000012 1 0 89 13 10 0 07 -0 14 10 59 0 01 0 08 2 0 89 13 10 0 07 3 70 4 24 0 87 0 94 3 3 10 22 28 0 14 -0 74 18 00 0 04 0 18 4 3 10 22 28 0 14 -0 20 18 00 0 01 0 15 4 1 9000012 1 0 89 13 10 0 07 -0 13 10 59 0 01 0 08 2 0 89 13 10 0 07 3 28 4 24 0 78 0 84 3 3 98 22 28 0 18 -0 65 18 00 0 04 0 22 4 3 98 22 28 0 18 -0 18 18 00 0 01 0 19 _666663- 66666 _66633666666---._ 6666 366633— Span DEFLECTION(in) 3869C Eave Design Report (Wall 4) 4/ 2/08 8 09am Id Calc Allow Ratio 66663_ 6_666636 ..66333- 66633_�a6633 66636 =6663- SAVE STRUT WALL 4)4 HCI Steel Buildings, Inc. x/2/2008 Page 319 Of 526 Page 320 Of 526 I Job No' 3869 I modify Job No' 3869 I modify yl/P►" I Customer' CLALLAN BUILDERS AND I Date 1 4/2/2008 Customer) CLALLAH BUILDERS AND I Date 1 9/2/2008 De agreed ByI DLB i._ Description' WESTPORT SHIPYARD INTERIOR I Designed v I DLB MCI STEEL BUILDING 1 1 Checked By I V41 SYSTE S. NC.� Checked B Y I V41 SYSTEMS, INC. Description) WESTPORT SHIPYARD INTERIOR 3869C Eave Design Report (Wall 4) 4/ 2/08 8 09am Bay Span Eave Span Lap(ft) Load No No Unit Total Id Id Size (ft) Left Right Width Brace Row Weight Weight 1 9000014 1 29 5 2 9O00D14 11 83 4 3 9000012 19 62 3 4 9000012 20 92 2 5 9000012 20 92 1 6 9000012 19 79 7 9000012 1 29 LOAD COMBINATION 6 1 DL +CL +LL EAVE ANALYSIS 2 48 0 1 5 3 5 3 2 48 0 1 49 0 49 0 2 48 0 1 115 0 115 0 2 48 0 1 122 6 122 6 Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 7 0 08 0 00 0 05 0 00 1 29 0 00 SHEET 160 of 263 LOAD COMBINATION 6 2 DL +CL+SL 4/ 2/08 8 09am 3869C Eave Design Report (Wall 4) 1RS-008 4 00 0 02 RS 0 05 6 88 0 01 LS 0 00 0 02 2 LS 0 37 4 00 0 09 MS 1 06 6 88 0 15 LS 0 00 -0 06 3 LS 0 61 11 55 0 05 MS 2 98 10 59 0 28 LS 0 00 -0 35 4 LS 0 65 11 55 0 06 MS 3 38 10 59 0 32 LS 0 00 -0 45 5 LS 0 65 11 55 0 06 MS 3 38 10 59 0 32 LS 0 00 -0 45 6 RS -0 61 11 55 0 05 MS 3 00 10 59 0 28 LS 0 00 -0 35 7 LS 0 08 11 55 0 01 LS 0 05 10 59 0 00 LS 0 00 0 07 2 48 0 1 122 6 122 6 ONBRACE LENGTHS 2 48 0 1 116 0 116 0 2 48 0 1 7 6 7 6 Available Reduction Total(1b)= 538 0 Span Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In Purlin DL= 2 26 (psf 1 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 2 11 8 11 8 0 0 0 0 0 0 11 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 3 19 6 0 0 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 4 20 9 20 9 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 5 20 9 20 9 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 6 19 8 0 0 0 0 0 0 0 0 19 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 7 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 1 0 00 -0 08 0 00 0 00 0 00 0 05 2 0 37 -0 36 0 05 1 06 5 99 0 00 EAVE ANALYSIS 3 0 61 -0 61 0 00 2 98 9 81 0 00 4 0 65 -0 65 0 00 3 38 10 46 0 00 Shear(k Moment(f -k 5 0 65 -0 65 0 00 3 38 10 46 0 00 Span Left Left Right Right Left Left MidSpan Right Right 6 0 61 -0 61 0 00 3 00 9 85 0 05 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0 00 -0 10 0 00 0 00 0 00 0 06 2 0 44 -0 43 0 06 -1 26 5 99 0 00 STRENGTH /DEFLECTION 3 0 73 -0 73 0 00 -3 56 9 81 0 00 4 0 77 -0 77 0 00 -4 04 10 46 0 00 Span Shear(k Moment(f -k Mom +Shr Deflection(in) 5 0 77 -0 77 0 00 -4 04 10 46 0 00 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 6 0 73 -0 73 0 00 -3 59 9 85 0 06 7 0 10 0 00 0 06 0 00 1 29 0 00 HCI Steel buildings, Inc. I I I C I Customer I CLALLAN BUILDERS AND l TERIOR Deacraptionl WESTPOAT SHIPYARD IN SYSTEMS. INC. I HCI STEEL BUILDING 3869C Eave Design Report (Wall 4) 4/ 2/08 8 09am STRENGTH /DEFLECTION Span Shear(k Moment(f -k Mom +Shr Deflection(in) 5 0 72 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 6 0 67 7 0 09 1 RS -0 10 4 00 0 02 RS 0 06 6 88 0 01 LS 0 00 0 03 2 LS 0 44 4 00 0 11 MS 1 26 6 88 0 18 LS 0 00 -0 07 3 LS 0 73 11 55 0 06 MS -3 56 10 59 0 34 LS 0 00 -0 41 STRENGTH /DEFLECTION 4 RS -0 77 11 55 0 07 MS -4 04 10 59 0 38 LS 0 00 -0 53 5 RS -0 77 11 55 0 07 MS -4 04 10 59 0 38 LS 0 00 -0 53 Span Shear(k Moment(f k Mom +Shr Deflection(in) 6 RS -0 73 11 55 0 06 MS -3 59 10 59 0 34 LS 0 00 -0 42 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 7 LS 0 10 11 55 0 01 LS 0 06 10 59 0 01 LS 0 00 0 09 1 RS -0 09 4 00 0 02 RS 0 06 6 88 0 01 LS 0 00 0 02 2 LS 0 41 4 00 0 10 MS 1 17 6 88 0 17 LS 0 00 -0 07 3 LS 0 67 11 55 0 06 MS -3 29 10 59 0 31 LS 0 00 -0 38 Available 4 LS 0 72 11 55 0 06 MS 3 74 10 59 0 35 LS 0 00 -0 49 Reduction 5 LS 0 72 11 55 0 06 MS -3 74 10 59 0 35 LS 0 00 -0 49 Span Minor -Cb Factor 6 RS -0 68 11 55 0 06 MS -3 32 10 59 0 31 LS 0 00 -0 39 Id Major LS LL MS RL RS LS LL MS RL RS Out In 7 LS 0 09 11 55 0 01 LS 0 06 10 59 0 01 LS 0 00 0 08 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 UNBRACE LENGTHS 2 11 8 11 8 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 3 19 6 19 6 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 Available 4 20 9 20 9 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 Reduction 5 20 9 20 9 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 Span Minor Cb Factor 6 19 8 19 8 0 0 0 0 0 0 19 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 Id Major LS LL MS RL RS LS LL MS RL RS Out In 7 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 UNBRACE LENGTHS LOAD COMBINATION 4 3 DL +CL +0 75LL +0 75WP EAVE ANALYSIS Job No 1 3869 IfY I I Date 1 4/2/2008 Designed Bys DLB 1 Checked By 1 V41 Shear(k Moment(f-k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup Page 321 Of 526 Page 322 Of 526 1101 STEEL BUILDING SYSTEMS. INC. 3869C 1 0 00 2 0 41 3 0 67 4 0 72 SHEET 161 of 263 Job No 1 3869 I modify Customer I CLALLAM BUILDERS AND I Date 1 4/2/2008 Descriptions WESTPORT SHIPYARD INTERIOR I Designed ByI DLB I Checked By I V41 Eave Design Report (Wall 4) 4/ 2/08 8 09am 0 09 0 00 0 00 0 00 0 06 -0 40 0 06 -1 17 5 99 0 00 0 67 0 00 -3 29 9 81 0 00 0 72 0 00 -3 74 10 46 0 00 0 72 0 00 -3 74 10 46 0 00 0 68 0 00 -3 32 9 85 0 06 0 00 0 06 0 00 1 29 0 00 1 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 2 11 8 11 8 0 0 0 0 0 0 11 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 3 19 6 0 0 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 4 20 9 20 9 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 5 20 9 20 9 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 6 19 8 0 0 0 0 0 0 0 0 19 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 7 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 LOAD COMBINATION 4 4 DL +CL +0 75SL +0 75WP /2/2008 HCI Steel Buildings, Inc. HCI STEEL BUILDING SYSTEMS. INC. EAVE ANALYSIS STRENGTH /DEFLECTION Job No 1 3869 I modify Customer 1 CLALLAM BUILDERS AND I Date 1 4/2/2008 Description' WESTPORT SHIPYARD INTERIOR I Designed By' DLB i Checked BPI V41 6 3869C Eave Design Report (Wall 4) 4/ 2/08 8 09am Page 323 Of 526 Page 324 Of 526 Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0 00 -0 10 0 00 0 00 0 00 0 06 2 0 46 -0 45 0 06 -1 32 5 99 0 00 EAVE ANALYSIS 3 076 -076 000 373 981 000 4 0 81 -0 81 0 00 -4 23 10 46 0 00 Shear(k Moment(f k 5 0 81 -0 81 0 00 -4 23 10 46 0 00 Span Left Left Right Right Left Left MidSpan Right Right 6 0 76 -0 77 0 00 -3 76 9 85 0 06 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 7 0 10 0 00 0 06 0 00 1 29 0 00 1 0 00 0 09 0 00 0 00 0 00 -0 06 2 -0 44 0 43 -0 06 1 25 5 99 0 00 3 -0 72 0 72 0 00 3 53 9 81 0 00 4 -0 77 0 77 0 00 4 01 10 46 0 00 Span Shear(k Moment(f -k Mom +Shr Deflection(in) 5 -0 77 0 77 0 00 4 01 10 46 0 00 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 6 -0 72 0 73 0 00 3 56 9 85 -0 06 7 -0 09 0 00 -0 06 0 00 1 29 0 00 1 .RS -0 10 4 00 0 03 RS 0 06 6 88 0 01 LS 0 00 0 03 2 LS 0 46 4 00 0 12 MS 1 32 6 88 0 19 LS 0 00 -0 08 3 RS -0 76 11 55 0 07 MS 3 73 10 59 0 35 LS 0 00 -0 43 STRENGTH /DEFLECTION 4 LS 0 81 11 55 0 07 MS -4 23 10 59 0 40 LS 0 00 -0 56 5 LS 0 81 11 55 0 07 Ms -4 23 10 59 0 40 LS 0 00 -0 56 Span Shear(k Moment(f -k Mom +Shr Deflection(in) 6 RS -0 77 11 55 0 07 MS 3 76 10 59 0 36 LS 0 00 -0 44 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 7 LS 0 10 11 55 0 01 LS 0 06 10 59 0 01 LS 0 00 0 09 1 RS 0 09 4 00 0 02 RS -0 06 6 88 0 01 L5 0 00 -0 03 UNBRACE LENGTHS 2 LS -0 44 4 00 0 11 MS 1 25 4 69 0 27 LS 0 00 0 07 3 LS -0 72 11 55 0 06 MS 3 53 4 24 0 83 LS 0 00 0 41 Available 4 LS -0 77 11 55 0 07 MS 4 01 4 24 0 95 LS 0 00 0 53 Reduction 5 LS -0 77 11 55 0 07 MS 4 01 4 24 0 95 LS 0 00 0 53 Span Minor Cb Factor 6 RS 0 73 11 55 0 06 MS 3 56 4 24 0 84 LS 0 00 0 42 Id Major LS LL MS AL RS L5 LL MS RL RS Out In 7 LS -0 09 11 55 0 01 LS -0 06 10 59 0 01 LS 0 00 -0 09 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 UNBRACE LENGTHS 2 11 8 11 8 0 0 0 0 0 0 11 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 3 19 6 0 0 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 Available 4 20 9 20 9 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 Reduction 5 20 9 20 9 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 Span Minor Cb- Factor 6 19 8 19 8 0 0 0 0 0 0 19 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 Id Major LS LL MS RL RS LS LL MS RL RS Out In SHEET 162 of 263 I Job No 1 3869 modify I Customer I CLALLAM BUILDERS AND I Date 1 4/2/2008 Description' WESTPORT SHIPYARD INTERIOR I Designed Byl DLB HCI S i ttL BUILDING SYSTEMS. INC. 1 1 Checked By I V41 g 666- 3869C Eave Design Report (Wall 4) 4/ 2/08 8 09am e6 v 6 7 1 3 1 3 1 3 0 0 1 3 1 3 00 1 00 1 1 00 1 00 0 60 LOAD COMBINATION 8 5 0 6DL +WS .i2/2008 HCI Steel Buildings, Inc. 12/2008 Job No l 3869 1 andify 1 Customer I CLALLAM BUILDERS AND I Date 1 4/2/2008 D escrlption1 WESTPORT SHIPYARD INTERIOR Designed Byl DLB H01 STEEL BUILDING SYSTEMS, INC. Checked 8 Y1 v41 Eave Design Report (Wall 4) 3869C 4/ 2/08 8 09am 1 1 3 1 3 0 0 1 3 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 60 2 11 8 0 0 11 8 11 8 11 8 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 3 19 6 19 6 19 6 19 6 19 6 19 6 1 00 1 00 1 00 1 00 1 00 1 00 0 40 4 20 9 20 9 20 9 20 9 20 9 20 9 1 00 1 00 1 00 1 00 1 00 1 00 0 40 5 20 9 20 9 20 9 20 9 20 9 20 9 1 00 1 00 1 00 1 00 1 00 1 00 0 40 6 19 8 19 8 19 8 19 8 19 8 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 7 1 3 0 0 0 0 1 3 0 0 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 LOAD COMBINATION 8 6 DL +CL +SL /2 +AUX3 EAVE ANALYSIS Shear(k Moment(f-k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 7 0 06 0 00 0 04 0 00 1.29 0 00 Page 325 Of 526 Page 326 Of 526 HCI STEEL BUILDING SYSTEMS INC. UNBRACE LENGTHS 1 0 00 -0 10 0 00 0 00 0 00 0 06 2 0 45 -0 44 0 06 -1 28 5 99 0 00 SAVE ANALYSIS 3 0 73 -0 73 0 00 3 60 9 81 0 00 4 0 46 -0 46 0 00 2 39 10 46 0 00 Shear(k Moment(f-k 5 0 46 -0 46 0 00 2 39 10 46 0 00 Span Left Left Right Right Left Left MidSpan Right Right 6 0 43 -0 43 0 00 2 12 9 85 0 04 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup STRENGTH /DEFLECTION 3 0 73 -0 73 0 00 -3 60 9 81 0 00 4 0 78 -0 78 0 00 -4 09 10 46 0 00 Span Shear(k Moment(f-k Mom +Shr Deflection(in) 5 0 46 -0 46 0 00 -2 39 10 46 0 00 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 6 0 43 -0 43 0 00 -2 12 9 85 0 04 7 0 06 0 00 0 04 0 00 1 29 0 00 1 RS -0 10 4 00 0 02 RS 0 06 6 88 0 01 LS 0 00 0 03 2 LS 0 45 4 00 0 11 MS 1 28 6 88 0 19 LS 0 00 -0 08 3 LS 0 73 11 55 0 06 MS -3 60 10 59 0 34 LS 0 00 -0 42 STRENGTH /DEFLECTION 4 RS -0 46 11 55 0 04 MS 2 39 10 59 0 23 LS 0 00 -0 31 5 RS -0 46 11 55 0 04 MS 2 39 10 59 0 23 LS 0 00 -0 31 Span Shear(k Moment(f -k Mom +Shr Deflection(in) 6 RS -0 43 11 55 0 04 MS 2 12 10 59 0 20 LS 0 00 -0 25 Id Loc Calc Allow CC Loc Calc Allow UC Loc UC Calc Allow 7 LS 0 06 11 55 0 00 LS 0 04 10 59 0 00 LS 0 00 0 05 SHEET 163 of 263 Job No 1 3869 1 modify 1 Customer I CLALLAN BUILDERS AND I Date 1 9/2/2008 Description) WESTPORT SHIPYARD INTERIOR 1 Designed ByI DLB Checked By' V41 3869C Eave Design Report (Wall 4) Available Reduction Span Minor Cb Factor Id Major LS LL MS EL RS LS LL MS RL RS Out In 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 2 11 8 11 8 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 3 19 6 19 6 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 4 20 9 20 9 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 5 20 9 20 9 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 6 19 8 0 0 0 0 0 0 0 0 19 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 7 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 LOAD COMBINATION 7 DL +CL +SL /2 +AUX4 4/ 2/08 8 09am 1 0 00 -0 06 0 00 0 00 0 00 0 04 2 0 26 -0 26 0 04 -0 75 5 99 0 00 HCI Steel Buildings Inc. /2/2008 111 Job No 1 3869 I modify I Customer I CLALLAM BUILDERS AND I Date 1 4/2/2008 IDescriptionl WESTPORT SHIPYARD INTERIOR I Designed By1 DLB HC1 STEEL BUILDING 3869C Eave Design Report (Wall 4) UNBRACE LENGTHS LOAD COMBINATION 4 8 DL+CL +SL /2 +AUX5 EAVE ANALYSIS Checked ByI V41 4/ 2/08 8 09am 1 RS -0 06 4 00 0 01 RS 0 04 6 88 0 01 LS 0 00 0 02 2 LS 0 26 4 00 0 07 MS -0 75 6 88 0 11 LS 0 00 -0 04 3 LS 0 73 11 55 0 06 MS 3 60 10 59 0 34 LS 0 00 -0 42 4 RS -0 78 11 55 0 07 MS -4 09 10 59 0 39 LS 0 00 -0 54 5 RS -0 46 11 55 0 04 MS 2 39 10 59 0 23 LS 0 00 -0 31 6 RS -0 43 11 55 0 04 MS 2 12 10 59 0 20 LS 0 00 -0 25 7 LS 0 06 11 55 0 00 15 0 04 10 59 0 00 LS 0 00 0 05 Page 327 Of 526 Page 328 Of 526 Job No 1 3869 I modify I Customer I CLALLAM BUILDERS AND 1:1 I Date 1 9/2/2008 D escription) W ESTPORT S HIPYARD INTERIOR Designed By! DLB HC) STEEL BUILDING SYSTEMS. INC. 1 Checked RY I V41 9 Report nma 3869C Eave Design (Wall 4) 4/ 2/08 8 09am STRENGTH /DEFLECTION SHEET 164 of 263 1 RS -0 06 4 00 0 01 RS 0 04 6 86 0 01 LS 0 00 0 02 2 LS 0 26 4 00 0 07 MS -0 75 6 88 0 11 LS 0 00 -0 04 3 LS 0 43 11 55 0 04 MS -2 10 10 59 0 20 LS 0 00 -0 24 Available 4 RS -0 78 11 55 0 07 MS -4 09 10 59 0 39 LS 0 00 -0 54 Reduction 5 RS -0 78 11 55 0 07 MS -4 09 10 59 0 39 LS 0 00 -0 54 Span Minor- -Cb- Factor 6 RS -0 43 11 55 0 04 MS -2 12 10 59 0 20 LS 0 00 -0 25 Id Major LS LL MS RL RS LS LL MS RL RS Out In 7 LS 0 06 11 55 0 00 LS 0 04 10 59 0 00 LS 0 00 0 05 Shear(k Moment(f k LOAD COMBINATION H 9 DL +CL +SL /2 +AUX6 Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup Span Shear(k Moment(f -k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 UNERACE LENGTHS 2 11 8 11 8 0 0 0 0 0 0 11 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 3 19 6 19 6 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 Available 4 20 9 20 9 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 Reduction 5 20 9 20 9 0 0 0 0 0 0 0 0 1 00 1 00 1 0D 1 00 1 00 1 00 0 40 Span Minor- Cb- Factor 6 19 8 0 0 0 0 0 0 0 0 19 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 Id Major LS LL MS RL RS LS LL MS RL RS Out In 7 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 DO 1 00 1 00 1 00 0 60 2 11 8 11 8 0 0 0 0 0 0 11 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 3 19 6 19 6 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 4 20 9 20 9 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 5 20 9 20 9 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 6 19 8 0 0 0 0 0 0 0 0 19 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 7 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 1 0 00 -0 06 0 00 0 00 0 00 0 04 2 0 26 -0 26 0 04 -0 75 5 99 0 00 SAVE ANALYSIS 3 0 43 -0 43 0 00 2 10 9 81 0 00 4 0 78 -0 78 0 00 -4 09 10 46 0 00 Shear(k Moment(f -k 5 0 78 -0 78 0 00 -4 09 10 46 0 00 Span Left Left Right Right Left Left MidSpan Right Right 6 0 43 -0 43 0 00 2 12 9 85 0 04 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 7 0 06 0 00 0 04 0 00 1 29 0 00 HCI Steel Buildings, Inc. ,/2/2008 HCI STEEL BUILDING SYSTEMS, INC. 3869C Eave Design Report (Wall 4) 4/ 2/08 8 09am STRENGTH /DEFLECTION UNBRACE LENGTHS Page 329 Of 526 Page 330 Of 526 Job No 1 3869 1 modify 1 I Job No l 3869 1 modify Customer I CLALLAM BUILDERS AND l Date 1 4/2/2008 i a I /y Customer l CLALLAM BUILDERS AND I Date l 9/2/2008 1:1 De WESTPORT SHIPYARD INTERIOR l Designed Byl DLB I Description) NESTPORT SHIPYARD INTERIOR Designed By� DLB l ChecJced By I V41 SYSTEMS, INC. ILDING 1 Checked By l V91 SHEET 165 of 263 4/ 2/08 8 09am 3869C Eave Design Report (Wall 4) 1 0 00 -0 06 0 00 0 00 0 00 0 04 2 0 26 -0 26 0 04 -0 75 5 99 0 00 3 0 43 -0 43 0 00 -2 10 9 81 0 00 4 0 46 -0 46 0 00 2 39 10 46 0 00 Shear(k Moment(f k 5 0 78 -0 78 0 00 -4 09 10 46 0 00 Span Left Left Right Right Left Left MidSpan Right Right 6 0 74 -0 74 0 00 -3 63 9 85 0 06 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 7 0 10 0 00 0 06 0 00 1 29 0 00 1 0 00 -0 10 0 00 0 00 0 00 0 06 2 0 45 -0 44 0 06 1 28 5 99 0 00 3 0 43 -0 43 0 00 2 10 9 81 0 00 4 0 46 -0 46 0 00 2 39 10 46 0 00 Span Shear(k Moment(f -k Mom +Shr Deflection(in) 5 0 46 -0 46 0 00 2 39 10 46 0 00 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 6 0 43 -0 43 0 00 -2 12 9 85 0 04 7 0 06 0 00 0 04 0 00 1 29 0 00 EAVE ANALYSIS 1 RS -0 06 4 00 0 01 RS 0 04 6 88 0 01 LS 0 00 0 02 2 LS 0 26 4 00 0 07 MS -0 75 6 88 0 11 LS 0 00 -0 04 3 LS 0 43 11 55 0 04 MS 2 10 10 59 0 20 LS 0 00 -0 24 STRENGTH /DEFLECTION 4 RS -0 46 11 55 0 04 MS -2 39 10 59 0 23 LS 0 00 -0 31 5 RS -0 78 11 55 0 07 MS -4 09 10 59 0 39 LS 0 00 -0 54 Span Shear(k Moment(f -k Mom +Shr Deflection(in) 6 R5 -0 74 11 55 0 06 MS 3 63 10 59 0 34 LS 0 00 -0 43 Id Loc Calc Allow UC Loc Calc Allow UC Loc OC Calc Allow 7 15 0 10 11 55 0 01 LS 0 06 10 59 0 01 LS 0 00 0 09 1 RS -0 10 4 00 0 02 RS 0 06 6 88 0 01 LS 0 00 0 03 2 LS 0 45 4 00 0 11 MS -1 28 6 88 0 19 LS 0 00 -0 08 3 LS 0 43 11 55 0 04 MS 2 10 10 59 0 20 LS 0 00 -0 24 Available 4 RS -0 46 11 55 0 04 MS 2 39 10 59 0 23 LS 0 00 -0 31 Reduction 5 RS -0 46 11 55 0 04 MS 2 39 10 59 0 23 LS 0 00 -0 31 Span Minor -Cb Factor 6 RS -0 43 11 55 0 04 MS -2 12 10 59 0 20 L5 0 00 -0 25 Id Major LS LL MS RL RS LS LL MS RL RS Out In 7 LS 0 06 11 55 0 00 LS 0 04 10 59 0 00 LS 0 00 0 05 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 UNBRACE LENGTHS 2 11 8 11 8 0 0 0 0 0 0 11 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 3 19 6 19 6 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 Available 4 20 9 20 9 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 Reduction 5 20 9 20 9 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 Span Minor -Cb Factor 6 19 8 19 8 0 0 0 0 0 0 19 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 Id Major LS LL MS RL RS LS LL MS RL R5 Out In 7 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 1 1 3 1 3 1 3 0 0 1.3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 2 11 8 11 8 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 LOAD COMBINATION #10 DL +CL +SL /2 +AUX1 3 19 6 19 6 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 4 20 9 20 9 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 5 20 9 20 9 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 6 19 8 0 0 0 0 0 0 0 0 19 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 HCI Steel Buildings Inc. 2/2008 I Job No 1 3869 1 modify 1 Job No 1 3869 l Customer I CLALLAM BUILDERS AND I CLALLAM BUILDERS AND Designed By' DLH Date 1 4/2/2008 Customer Desoription1 WESTPORT SHIPYARD INTERIOR WESTPORT SHIPYARD INTERIOR HCI biI SL BUILDING l SYSTEMS. INC. HCI STEEL BUILDING SYSTEMS. INC. l Checked By 1 V41 3869C a 0 Eave Design Report (Hall 4) 66066_= 4/ 2/ 6 08 B 09am 7 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 LOAD COMBINATION #11 DL +CL+SL /2+AUX2 EAVE ANALYSIS 7 0 10 0 00 0 06 0 00 1 29 0 00 STRENGTH /DEFLECTION Page 331 Of 526 Page 332 Of 526 Span Shear(k Moment(f -k Mom +Shr Deflection(in) 5 0 77 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 6 0 73 7 0 10 SHEET 166 of 263 3869C Eave Design Report (wall 4) 4/2/08 8 09am 1 0 00 2 0 26 3 0 73 4 0 77 1 modify Date 1 4/2/2008 1 Designed Byl DLB Checked By I V41 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 2 11 8 11 8 0 0 0 0 0 0 11 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 3 19 6 19 6 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 4 20 9 20 9 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 5 20 9 20 9 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 6 19 8 19 8 0 0 0 0 0 0 19 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 7 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 Shear(k Moment(f -k LOAD COMBINATION #12 DL +CL +SL -1 OAUX1 Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0 00 -0 06 0 00 0 00 0 00 0 04 2 0 26 -0 26 0 04 -0 75 5 99 0 00 SAVE ANALYSIS 3 0 43 -0 43 0 00 2 10 9 81 0 00 4 0 46 -0 46 0 00 -2 39 10 46 0 00 Shear(k Moment(f k 5 0 46 -0 46 0 00 -2 39 10 46 0 00 Span Left Left Right Right Left Left MidSpan Right Right 6 0 74 0 74 0 00 3 63 9 85 0 06 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 0 06 0 00 0 00 0 00 -0 25 0 04 -0 73 5 99 0 73 0 00 -3 56 9 81 -0 77 0 00 -4 04 10 46 0 77 0 00 -4 04 10 46 0 73 0 00 -3 59 9 85 0 00 0 06 0 00 1 29 1 RS -0 06 4 00 0 01 RS 0 04 6 88 0 01 LS 0 00 0 01 UNBRACE LENGTHS 2 LS 0 26 4 00 0 06 MS -0 73 6 88 0 11 LS 0 00 -0 04 3 LS 0 73 11 55 0 06 MS -3 56 10 59 0 34 LS 0 00 -0 41 Available 4 RS -0 77 11 55 0 07 MS -4 04 10 59 0 38 LS 0 00 -0 53 Reduction 5 RS -0 77 11 55 0 07 MS -4 04 10 59 0 38 LS 0 00 -0 53 Span Minor Cb Factor 6 RS -0 73 11 55 0 06 MS -3 59 10 59 0 34 LS 0 00 -0 42 Id Major LS LL MS RL RS LS LL MS RL RS Out In 7 LS 0 10 11 55 0 01 LS 0 06 10 59 0 01 LS 0 00 0 09 0 04 O 00 0 00 0 00 0 00 O 06 O 00 1 RS -0 06 4 00 0 01 RS 0 04 6 88 0 01 LS 0 00 0 02 2 LS 0 26 4 00 0 07 MS -0 75 6 88 0 11 LS 0 00 -0 04 3 LS 0 43 11 55 0 04 MS 2 10 10 59 0 20 LS 0 00 -0 24 STRENGTH /DEFLECTION 4 RS -0 46 11 55 0 04 MS -2 39 10 59 0 23 LS 0 00 -0 31 5 RS -0 46 11 55 0 04 MS 2 39 10 59 0 23 L8 0 00 -0 31 Span Shear(k Moment(f -k Mom+Shr Deflection(in) 6 RS -0 74 11 55 0 06 MS 3 63 10 59 0 34 LS 0 00 -0 43 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 7 LS 0 10 11 55 0 01 LS 0 06 10 59 0 01 LS 0 00 0 09 HCI Steel Buildings Inc. ./2/2008 Job No 1 3869 1 modify 1 Customer CLALLAM BUILDERS AND I Date 4/2/2008 Description' WESTPORT SHIPYARD INTERIOR 1 Designed By) DLB I I Checked By 1 V41 3869C Eave Design Report (Wall 4) 4/ 2/08 8 09am HCI STEEL BUILDING SYSTEMS, INC. UNBRACE LENGTHS LOAD COMBINATION #13 DL +CL +SL -1 0AUX2 EAVE ANALYSIS Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup Page 333 Of 526 Page 334 Of 526 HCI BU SYSTEMS, Available Reduction Span Minor Cb- Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 UNBRACE LENGTHS 2 11 8 11 8 0 0 0 0 0 0 11 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 3 19 6 19 6 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 Available 4 20 9 20 9 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 Reduction 5 20 9 20 9 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 Span Minor Cb Factor 6 19 8 19 8 0 0 0 0 0 0 19 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 Id Major L5 LL MS RL RS LS IL MS RL RS Out In 7 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 SHEET 167 of 263 1:1 I Job No 1 3869 modify Customer' CLALLAM BUILDERS AND I Date 1 4/2/2008 'Description' WESTPORT SHIPYARD INTERIOR I Designed By' DLB I I I Checked By 1 1741 3869C Eave Design Report (Wall 4) 4/ 2/08 8 09am 1 RS -0 10 4 00 0 02 RS 0 06 6 88 0 01 LS 0 00 0 03 2 LS 0 44 4 00 0 11 MS 1 26 6 88 0 18 LS 0 00 -0 07 3 LS 0 73 11 55 0 06 MS -3 56 10 59 0 34 LS 0 00 -0 41 4 RS -0 77 11 55 0 07 MS -4 04 10 59 0 38 LS 0 00 -0 53 5 RS -0 77 11 55 0 07 845 -4 04 10 59 0 38 LS 0 00 -0 53 6 RS -0 43 11 55 0 04 045 2 08 10 59 0 20 LS 0 00 -0 24 7 LS 0 06 11 55 0 00 LS 0 04 10 59 0 00 LS 0 00 0 05 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 2 11 8 11 8 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 3 19 6 19 6 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 4 20 9 20 9 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 5 20 9 20 9 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 6 19 8 0 0 0 0 0 0 0 0 19 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 7 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 OD 1 00 1 00 1 00 1 00 0 60 LOAD COMBINATION #14 DL +CL +1 6AUX3 1 0 00 -0 10 0 00 0 00 0 00 0 06 2 0 44 -0 43 0 06 1 26 5 99 0 00 EAVE ANALYSIS 3 0 73 -0 73 0 00 -3 56 9 81 0 00 1 4 0 77 -0 77 0 00 -4 04 10 46 0 00 Shear(k Moment.(f -k 1 5 0 77 -0 77 0 00 -4 04 10 46 0 00 Span Left Left Right Right Left Left MidSpan Right Right 6 0 42 -0 43 0 00 2 08 9 85 0 04 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 7 0 06 0 00 0 04 0 00 1 29 0 00 1 0 00 -0 08 0 00 0 00 0 00 0 05 2 0 38 -0 37 0 05 -1 08 5 99 0 00 STRENGTH /DEFLECTION 3 0 62 -0 62 0 00 3 04 9 81 0 00 4 0 14 -0 14 0 00 -0 74 10 46 0 00 Span -Shear(k Moment(f -k Mom +Shr Deflection(in) 5 0 14 -0 14 0 00 -0 74 10 46 0 00 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 6 0 13 -0 13 0 00 -0 65 9 85 0 01 7 0 02 0 00 0 01 0 00 1 29 0 00 HCI Steel 6L,1Idings, Inc. HCI STEEL BUILDING SYSTEMS. INC. STRENGTH /DEFLECTION 1 RS -0 08 4 00 0 02 RS 0 05 6 88 0 01 LS 0 00 0 02 2 LS 0 38 4 00 0 09 MS 1 08 6 88 0 16 LS 0 00 -0 06 3 .RS -0 62 11 55 0 05 MS 3 04 10 59 0 29 LS 0 00 -0 35 4 RS -0 14 11 55 0 01 MS -0 74 10 59 0 07 LS 0.00 -0 10 5 RS -0 14 11 55 0 01 MS -0 74 10 59 0 07 LS 0 00 -0 10 6 RS -0 13 11 55 0 01 MS -0 65 10 59 0 06 LS 0 00 -0 08 7 LS 0 02 11 55 0 00 LS 0 01 10 59 0 00 LS 0 00 0 02 UNBRACE LENGTHS LOAD COMBINATION 815 DL +CL +1 6AUX4 EAVE ANALYSIS Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup Page 335 Of 526 Job No l 3869 1 modify I I Job No l 3869 1 modify 1 Customer CLALLAM BUILDERS AND I Date 1 4/2/2008 Win... Customer' CLALLAM BUILDERS AND l Date I Designed Byl DLB 1 4/2/2008 (Description' WESTPORT SHIPYARD INTERIOR l Designed Byl DLB I Desaription1 WESTPORT SHIPYARD INTERIOR HCI STEEL BUILDING I i l Checked By 1 V41 SYSTEMS. INC. I 1 I Checked By I v41 a mma v se======= s.ew seen= me_- 4/ 2/08 8 09am 3869C Eave Design Report (Wall 4) 4/ 2/08 8 09am 3869C Eave Design Report (Wall 4) =aea= a= seoe..= va�so 1 0 00 -0 02 0 00 0 00 0 00 0 01 2 0 DB -0 08 0 01 -0 23 5 99 0 00 3 0 62 -0 62 0 00 3 04 0 81 0 00 4 0 66 -0 66 0 00 3 45 10 46 0 00 Span Shear(k Moment(f -k Mom +Shr Deflection(in) 5 0 14 -0 14 0 00 -0 74 10 46 0 00 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 6 0 13 -0 13 0 00 -0 65 9 85 0 01 7 0 02 0 00 0 01 0 00 1 29 0 00 STRENGTH /DEFLECTION SHEET 168 of 263 Span Shear(k Moment(f -k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 RS -0 02 4 00 0 00 RS 0 01 6 88 0 00 LS 0 00 0 00 2 LS 0 08 4 00 0 02 MS -0 23 6.88 0 03 LS 0 00 -0 01 3 RS -0 62 11 55 0 05 MS 3 04 10 59 0 29 LS 0 00 -0 35 Available 4 LS 0 66 11 55 0 06 MS 3 45 10 59 0 33 LS 0 00 -0 45 Reduction 5 RS -0 14 11 55 0 01 MS -0 74 10 59 0 07 LS 0 00 -0 10 Span Minor Cb Factor 6 RS -0 13 11 55 0 01 MS -0 65 10 59 0 06 LS 0 00 -0 08 Id Major LS LL M5 RL RS LS LL MS RL RS Out In 7 LS 0 02 11 55 0 00 LS 0 01 10 59 0 00 LS 0 00 0 02 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 UNBRACE LENGTHS 2 11 8 11 8 0 0 0 0 0 0 11 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 3 19 6 19 6 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 Available 4 20 9 0 0 0 0 0 0 0 0 0 0 1 00 1 00 1 60 1 00 1 00 1 00 0 40 Reduction 5 20 9 20 9 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 Span Minor Cb Factor 6 19 8 19 8 0 0 0 0 0 0 19 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 Id Major LS LL MS RL RS LS LL MS RL RS Out In 7 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 2 11 8 11 8 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 3 19 6 19 6 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 4 20 9 20 9 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 5 20 9 20 9 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 6 19 8 19 8 0 0 0 0 0 0 19 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 7 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 OD 1 00 0 60 LOAD COMBINATION 816 DL +CL +1 6AUX5 Page 336 Of 526 /2/2008 HCI Steel bu,Idings Inc. 12/2008 1 Job No 1 3869 modify l Customer' CLALLAM BUILDERS AND Date 1 4/2/2008 Description) WESTPORT SHIPYARD INTERIOR De igned Byl DLB l Checked 8y1 V41 =n -w- e =a_- wee aeaaa= 3869C Eave Design Report (Wall 4) 4/ 2/08 8 09am HCI STEEL BUILDING SYSTEMS. INC. RAVE ANALYSIS Shear(k Moment(f -k 1 Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0 00 2 0 08 3 0 13 4 0 66 5 0 66 6 0 13 7 0 02 STRENGTH /DEFLECTION 0 02 -0 08 0 13 -0 66 0 66 0 13 0 00 0 00 O 01 O 00 O 00 O 00 O 00 0 01 0 00 0 00 0 23 5 99 0 65 9 81 3 45 10 46 3 45 10 46 0 65 9 85 0 00 1 29 1 RS -0 02 4 00 0 00 RS 0 01 6 88 0 00 LS 0 00 0 00 2 LS 0 08 4 00 0 02 MS -0 23 6 88 0 03 LS 0 00 -0 01 3 LS 0 13 11 55 0 01 MS -0 65 10 59 0 06 LS 0 00 -0 08 4 LS 0 66 11 55 0 06 MS 3 45 10 59 0 33 LS 0 00 -0 45 5 LS 0 66 11 55 0 06 MS -3 45 10 59 0 33 LS 0 00 -0 45 6 RS -0 13 11 55 0 01 MS -0 65 10 59 0 06 LS 0 00 -0 08 7 LS 0 02 11 55 0 00 LS 0 01 10 59 0 00 LS 0 00 0 02 Page 337 Of 526 Page 338 Of 526 O 01 O 00 0 00 0 00 0 00 0 01 O 00 HCI STEEL BUILDING SYSTEMS INC. Span Shear(k Moment(f -k Mom +Shr Deflection(in) 5 0 66 Id Loc Calc Allow UC Loc Calc Allow DC Loc UC Calc Allow 6 0 62 7 0 08 SHEET 169 of 263 Job No l 3869 I modify i Customer l CLALLAM BUILDERS AND I Date 1 4/2/2008 Description) WESTPORT SHIPYARD INTERIOR I Designed 8 DLB Checked By I V91 3869C Eave Design Report (Wall 4) 4/ 2/08 8 09am 7 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 LOAD COMBINATION 817 DL +CL +1 6AUX6 EAVE ANALYSIS Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0 00 2 0 08 3 0 13 4 0 14 STRENGTH /DEFLECTION 0 02 0 08 -0 13 0 14 0 66 -0 63 0 00 0 00 0 01 0 00 0 00 O 00 O 00 0 05 O 00 0 00 0 23 5 99 -0 65 9 81 0 74 10 46 3 45 10 46 3 07 9 85 O 00 1 29 0 01 0 00 0 00 0 00 0 00 0 05 0 00 Span Shear(k Moment(f k Mom +Shr Deflection(in) Id Loc Cale Allow UC Loc Cale Allow 130 Loc UC Calc Allow 1 RS -0 02 4 00 0 00 RS 0 01 6 88 0 00 15 0 00 0 00 EMBRACE LENGTHS 2 LS 0 08 4 DO 0 02 MS -0 23 6 88 0 03 LS 0 00 -0 01 3 LS 0 13 11 55 0 01 MS -0 65 10 59 0 06 LS 0 00 -0 08 Available 4 RS -0 14 11 55 0 01 MS -0 74 10 59 0 07 LS 0 00 -0 10 Reduction 5 LS 0 66 11 55 0 06 MS -3 45 10 59 0 33 LS 0 00 -0 45 Span Minor Cb Factor 6 RS -0 63 11 55 0 05 MS -3 07 10 59 0 29 LS 0 00 -0 36 Id Major LS LL MS RL RS LS LL MS RL RS Out In 7 LS 0 08 11 55 0 01 LS 0 05 10 59 0 00 LS 0 00 0 07 1 1 3 1 3 1 3 D 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 UNBRACE LENGTHS 2 11 8 11 8 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 3 19 6 19 6 0 0 0 0 0 0 19 6 1 00 1 00 1 00 1 00 1 00 1 00 0 40 Available 4 20 9 20 9 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 Reduction 5 20 9 20 9 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 Span Minor Cb Factor 6 19 8 19 8 0 0 0 0 0 0 19 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 Id Major LS LL MS RL RS LS LL MS RL RS Out In HCI Steel Buildings, Inc. ./2/2008 I Job No 1 3869 I modify 1 C I Customer 1 CLALLAM BUILDERS AND I Date 1 9/2/2008 1� I Description I WESTPORT SHIPYARD INTERIOR Designed ay DLB HCI STEEL BUILDING SYSTEMS. INC. I I Checked By' v41 _Tee=== =am== ea .....e.... -o 3869C Eave Design Report (Wall 4) 4/ 2/08 8 09am LOAD COMBINATION #18 DL +CL +1 6AUX7 EAVE ANALYSIS Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 7 0 08 0 00 0 05 0 00 1 29 0 00 Page 339 Of 526 HCI STEEL BUILDING SYSTEMS. INC. UNBRACE LENGTHS 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 2 11 8 11 8 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 3 19 6 19 6 0 0 0 0 0 0 19 6 1 00 1 00 1 00 1 00 1 00 1 00 0 40 Available 4 20 9 20 9 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 Reduction 5 20 9 20 9 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 Span Minor Cb Factor 6 19 8 0 0 0 0 0 0 0 0 19 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 Id Major LS LL M5 RL RS LS LL MS RL RS Out In 7 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 2 11 8 11 8 0 0 0 0 0 0 11 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 3 19 6 19 6 0 0 0 0 0 0 19 6 1 00 1 00 1 00 1 00 1 00 1 00 0 40 4 20 9 20 9 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 5 20 9 20 9 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 6 19 8 0 0 0 0 0 0 0 0 19 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 7 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 1 0 00 -0 08 0 00 0 00 0 00 0 05 2 0 38 -0 37 0 05 -1 08 5 99 0 00 EAVE ANALYSIS 3 0 13 -0 13 0 00 -0 65 9 81 0 00 4 0 66 -0 66 0 00 -3 45 10 46 0 00 Shear(k Moment(f-k 5 0 14 -0 14 0 00 -0 74 10 46 0 00 Span Left Left Right Right Left Left MidSpan Right Right 6 0 62 -0 63 0 00 -3 07 9 85 0 05 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup STRENGTH /DEFLECTION 3 0 62 -0 62 0 00 -3 04 9 81 0 00 4 0 14 -0 14 0 00 -0 74 10 46 0 00 Span Shear(k 1 Moment(f k Mom +Shr Deflection(in) 5 0 66 -0 66 0 00 -3 45 10 46 0 00 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 6 0 13 -0 13 0 00 -0 65 9 85 0 01 7 0 02 0 00 0 01 0 00 1 29 0 00 1 RS -0 08 4 00 0 02 RS 0 05 6 88 0 01 LS 0 00 0 02 2 LS 0 38 4 00 0 09 MS -1 08 6 88 0 16 LS 0 00 -0 06 3 LS 0 13 11 55 0 01 MS -0 65 10 59 0 06 LS 0 00 -0 08 STRENGTH /DEFLECTION 4 LS 0 66 11 55 0 06 MS -3 45 10 59 0 33 LS 0 00 -0 45 5 RS -0 14 11 55 0 01 MS -0 74 10 59 0 07 LS 0 00 -0 10 Span Shear(k 1 Moment(f -k Nom +Shr Deflection(in) 6 RS -0 63 11 55 0 05 MS 3 07 10 59 0 29 LS 0 00 -0 36 Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 7 LS 0 08 11 55 0 01 LS 0 05 10 59 0 00 LS 0 00 0 07 SHEET 170 of 263 LOAD COMBINATION 019 DL +CL +1 6AUX8 Page 340 Of 526 Job No 1 3869 I modify Customer' CLALLAM BUILDERS AND I Date 1 4/2/2008 Description I WESTPORT SHIPYARD INTERIOR I Designed BA DLB I I Checked By I V41 3869C Eave Design Report (Wall 4) avLa =6 4/ 2/08 8 09am 1 0 00 -0 02 0 00 0 00 0 00 0 01 2 0 08 -0 08 0 01 -0 23 5 99 0 00 HCI Steel Bu)Idings, Inc. ./2/2008 MCI STEEL BUILDING SYSTEMS. INC. 3869C Eave Design Report (Wall 4)) 4/ 2/08 8 09am a 1 RS -0 02 4 00 0 00 RS 0 01 6 88 0 00 LS 0 00 0 00 2 LS 0 08 4 00 0 02 MS -0 23 6 88 0 03 LS 0 00 -0 01 3 RS -0 62 11 55 0 05 MS -3 04 10 59 0 29 LS 0 00 -0 35 4 RS -0 14 11 55 0 01 MS -0 74 10 59 0 07 LS 0 00 -0 10 5 LS 0 66 11 55 0 06 MS 3 45 10 59 0 33 LS 0 00 -0 45 6 59 -0 13 11 55 0 01 MS -0 65 10 59 0 06 LS 0 00 -0 08 7 LS 0 02 11 55 0 00 LS 0 01 10 59 0 00 LS 0 00 0 02 UNBRACE LENGTHS EAVE ANALYSIS Job No 1 3869 Customer I CLP.LLSN BUILDERS AND Description) WESTPORT SHIPYARD INTERIOR I cif' 1 I Date 1 4/2/2008 Designed BYl D1B 1 Checked By I V41 Shear(k Moment(f -k Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup Page 341 Of 526 Page 342 Of 526 HCI STEEL BUILDING SYSTEMS. INC. STRENGTH /DEFLECTION 1 RS -0 40 4 00 0 10 RS 0 26 6 88 0 04 RS 0 01 0 08 2 LS 1 58 4 00 0 40 MS -4 13 6 88 0 60 LS 0 16 -0 24 3 LS 1 17 11 55 0 10 MS -4 48 10 59 0 42 LS 0 00 -0 53 Available 4 RS -0 77 11 55 0 07 MS -4 04 10 59 0 38 LS 0 00 -0 53 Reduction 5 RS -0 77 11 55 0 07 MS -4 04 10 59 0 38 LS 0 00 -0 53 Span -Minor Cb Factor 6 RS -0 73 11 55 0 06 MS -3 59 10 59 0 34 LS 0 00 -0 42 Id Major LS LL MS RL RS LS LL MS RL RS Out In 7 LS 0 10 11 55 0 01 LS 0 06 10 59 0 01 LS 0 00 0 09 1 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 UNBRACE LENGTHS 2 11 8 11 8 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 3 19 6 19 6 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 Available 4 20 9 0 0 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 Reduction 5 20 9 20 9 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 Span -Minor Cb Factor 6 19 8 19 8 0 0 0 0 0 0 19 8 1 00 1 00 1 00 1 00 1 00 1 00 0 40 Id Major LS LL MS RL RS LS LL MS RL RS Out In 7 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 1 1 3 1 3 1 3 1 3 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 2 11 8 11 8 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 LOAD COMBINATION *20 DL +CL +SL +AUX9 3 19 6 19 6 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 4 20 9 20 9 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 5 20 9 20 9 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 6 198 198 00 00 00198 100100100100100 100040 7 1 3 1 3 1 3 0 0 1 3 1 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 DEFLECTION 1 0 00 -0 40 0 00 0 00 0 00 0 26 LOAD COMBINATION 8 1 LL 2 1 58 1 30 0 26 -4 13 5 84 0 00 3 1 17 -0 82 0 00 -4 48 9 71 0 00 Span DEFLECTION(in) 4 0 77 -0 77 0 00 -4 04 10 46 0 00 Id Calc Allow Ratio 5 0 77 -0 77 0 00 -4 04 10 46 0 00 6 0 73 -0 73 0 00 3 59 9 85 0 06 1 0 02 7 0 10 0 00 0 06 0 00 1 29 0 00 2 -0 05 0 95 0 05 SHEET 171 of 263 3869C Eave Design Report (Wall 4) modi£Y Date 1 4/2/2008 Job No 1 3869 Customer l CLALLAM BUILDERS AND Description) WESTPORT SHIPYARD INTERIOR Designed Byl DLB Checked Byl v4l 4/ 8 09am Span Shear(k Moment(f -k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow HCI Steel Buildings, Inc. Job No 1 3869 1 modify 1 I Customer I CLALLAN BUILDERS AND I Date 1 4/2/2008 Descriptionl WESTPORT SHIPYARD INTERIOR 1 Designed -'I DLB 1 I Checked By I v41 3669C =a v =a Design Report (Wall 4) Eave HCI STEEL BUILDING SYSTEMS. INC. 3 -0 27 1 57 0 17 4 -0 35 1 67 0 21 5 -0 35 1 67 0 21 6 -0 28 1 58 0 17 7 0 06 LOAD COMBINATION 2 SL Span DEFLECTION(in) Id Calc Allow Ratio 1 0 02 2 -0 06 0 95 0 06 3 -0 34 1 57 0 21 4 -0 44 1 67 0 26 5 -0 44 1 67 0 26 6 -0 35 1 58 0 22 7 0 07 EAVE STRUTS 4/ 2/08 8 09am 3869C Strut Bolt Report 4/ 2/08 8 09am Page 343 Of 526 Page 344 Of 526 HCI STEEL BUILDING SYSTEMS. INC. 3869C 2 2 RF 2 3 RF 2 4 RF 2 5 RF 2 6 RF 4 1 RF 4 2 RF 4 3 RF 4 4 RF 4 5 RF 4 6 RF SHEET 172 of 263 3869C Screw Report PANEL Tensile Thick Yield Strength Part (in) (ksi (ksi HHR 26 0 019 50 00 63 63 PORLIN SCREW LAYOUT Job No 1 3069 1 modify 1 Customer! CLALLAM BUILDERS AND I Date 1 4/2/2008 Description WESTPORT SHIPYARD INTERIOR Designed By) DLB Checked By' V91 Strut Bolt Report es 4/ 2/08 8 09am 2 A325 0 625 0 2 A325 0 625 0 2 A325 0 625 0 2 A325 0 625 0 2 A325 0 625 0 2 A325 0 625 0 2 A325 0 625 0 2 A325 0 625 0 2 A325 0 625 0 2 A325 0 625 0 2 A325 0 625 0 4 18 13 81 4 89 0 85 3 62 13 81 6 95 0 52 2 77 13 81 9 05 0 31 1 87 13 81 9 05 0 21 0 97 13 81 6 95 0 14 0 89 13 81 4 89 0 18 1 36 13 81 6 95 0 20 2 23 13 81 6 95 0 32 3 10 13 81 6 95 0 45 3 98 13 81 6 95 0 57 3 98 13 81 6 95 0 57 4/ 2/08 8 09am Purlin Screw Surf Bay Space Dia Washer Space Tension Id Id Zone Part Id (ft) Part (in) (in) (ft) (k RAFTER CONNECTION 2 1 Edge 9Z35U14 1 4 97 1214112 0 21 0 50 1 00 1 00 Location Purlin Eave Strut 2 1 Int 9Z35U14 1 4 97 1214112 0 21 0 50 1 00 1 00 2 1 Edge 9Z35U14 2 4 87 1214112 0 21 0 50 1 00 1 00 RF Direct Bolt Direct Bolt PURLIN SCREW CHECK Allow Wind Purlin Panel Screw Surf Bay Suction Load Pullout Pullover Tension Max Wall Frm_Line -Bolt Selected Bolt_Capacity Id Id Zone (psf 1 (k (1 (k (k 00 Id Id Type No Type Dia Wshr Calc Shear Bear Ratio 2 1 Edge 62 28 0 31 0 26 0 30 0 27 1 20* 2 1 RF 2 A325 0 625 0 4 18 13 61 4 89 0 85 2 1 Int 28 70 0 14 0 26 0 30 0 27 0 55 +12/2008 HCI Steel bul(dings, Inc. .12/2008 HCI STEEL BUILDING SYSTEMS. INC. 3869C Screw Report 4/ 2/08 8 09am 2 1 Edge 39 89 0 19 0 26 0 30 0 27 0 75 *WARNING Screw force limit 3869 2)PROGRAM OPTIONS Screw- Force /Screw Shear Sidewall Run Run Lap Wall Base Dia Space Shear Wind Seis Limit Max Id Girt Panel Stiff Id Length Part (in) (ft) (k (k (k (k UC F' Y' Y' 0 50 BASE SCREW CHECK Page 345 Of 526 Page 346 Of 526 Job No 1 3869 1 modify I I Job No 1 3869 I modify Customer I CLALLAH BUILDERS AND I Date 1 9/2/2008 3 Customer' CLALLAM BUILDERS AND I Date 1 4/2/2008 Description) WESTPORT SHIPYARD INTERIOR 1 De igned ByI DLB I._ Description! WESTPORT SHIPYARD INTERIOR I Designed By! DLB HCI SItbL BUILDING I I Checked BY V41 SYSTEMS, INC. I 1 I Checked WI V41 2 97 00 1214112 0 21 1 00 1 90 0 013 0 022 0 226 0 10 3)DESIGN CODE 4 97 00 1214112 0 21 1 00 1 90 0 012 0 021 0 226 0 09 *Design Steel_Code Build Seismic Code Cold Hot Country Code Year Zone a WS NAUS01 AISCO5 IBC 06 D 3869C Roof Design Weight Summary 4/ 2/08 8 09am ...m 4)DESIGN CONSTANTS --Strength_Factors- Stress_Ratio Seismic- Roof Purlins 927 36 Girt Panel Wind Frame Brace Eave Struts 1148 85 1 03 1 03 1 0000 1 7000 1 7000 Roof Bracing 147 05 Wall Bracing 309 61 5)STEEL YIELDS Web Flg C_Sec W_Sec R Sec P_Sec T_Sec U_Sec EP BP Total 2532 87 50 0 55 0 55 0 50 0 50 0 35 0 46 0 36 0 55 0 55 0 6)DEFLECTION LIMITS 3869C Roof Design Warning Report 4/ 2/08 8 09am -Girt Panel Part Wall Facia Wall Facia Wall 90 0 60 0 90 WARNING Roof Panel Moment Calc Allowable WARNING Anti roll panel shear limit WARNING Screw force limit aie L (4 pine` /mss 48M /P•Q c /�.5 Afr e78 1)JOBID SHEET 173 of 263 4/ 2/08 9 Olam *3869 Sidewall Design Input 7)REPORTS Input Wall Door Wall Echo Girt Jamb Panel I 2 Y. Y' 8)BUILDING TYPE Build L_Expand_EW R Expand_EW Type Use Offset Use Offset FF- Y 15 500 Y 15 500 9)SURFACE SHAPE No X_Coord YCoord Offset HCI Steel buildings, Inc. 4/2/2008 Job No 1 3869 Customer' CLALLAM BUILDERS AND Description) WESTPORT SHIPYARD INTERIOR Surf (ft) (ft) (in) 4 0 0000 14 0000 0 000 50 0000 22 3333 9 000 100 0000 14 0000 9 000 100 0000 0 0000 0 000 HCI STEEL BUILDING SYSTEMS. INC. (10)SIDEWALL BAY SPACING Sets_Of Bay No Bays Width Bays 1 21 2500 4 (14)GIRT LOCATION Set No Girt Loc Girt Location Y' 2 4 0000 7 3333 I modify Date 1 4/2/2008 'Designed ByI DLB Checked By V41 Page 347 Of 526 Page 348 Of 526 0 (11)FRAMED OPENINGS No Bay Open Open Open Open Sill Base Set Member Remove (20)EDGE ZONE Open Id Width Height Offset Type Height Elev Depth Select Panel Zone Col/ 0 Width Girt Panel Jamb 5 600 1 07 1 23 1 06 (12)PARTIAL WALLS Set Of Base Full Bay_Id Wall (21)WIND PRESSURE /SUCTION Bays Type Load Start End Height Wind Wind 0 Pressure Suction 19 6 -21 6 Girt /Header (13)GIRT DESIGN 24 2 -26 2 Panel Girt Flg_Brace Set Set Max Max Unbr 19 6 -21 4 Jamb Type Out In Depth Lap Space Length 33 6 -22 4 Parapet Girt ZB 'C N 0 000 0 0000 7 3333 10 0000 (23)GIRT STRAPS (15)SPECIAL GIRT Data --Set _l Set_2 Set_3 -Set_4 Sets_Of Bay_Id Girt Girt Girt *opt Sets Strap Quan Strap Quan Strap Quan Strap Quan Girts Start End Height Type Rotate Use 0 0 (16)WALL PANELS /GUTTERS Wall Gutter Insulation Panel Use Type Width Use Thick 3869 Sidewall Design Code 4/ 2/08 9 Olam HHR 26 E N' 0 000 N' 0 000 e=== (17)FACIA /PARAPET Location Edge_Extend No Ext Facia Bay Bay Left Right Ext STRUCTURAL CODE Ext Id Type Start End Elev Height (ft) (ft) Mount Design Basis WS SHEET 174 of 263 I Job No l 3869 I Customer I CLALLAN BUILDERS AND Description' WESTPORT SHIPYARD INTERIOR HQ STEEL BUILDING SYSTEMS, Mc. (19)BASIC LOADS Deflection Wind Basic Load_Ratio Load Seismic Wind Snow Wind Seis Factor Dead Coeff 22 4 1 00 1 00 1 00 1 00 2 00 0 0000 modify Date 1 4/2/2008 Designed B DLB Checked By l V41 (18)FACIA /PARAPET GIRTS *Ext Top- Interior- Gutter- Back_Panel Angle *Id Type Rotate Type Rotate Type Rotate Part Rotate Spacing (22)GIRT LAPS Data Set _l Set 2 -Set 3 Opt Sets Left Right Quan Left Right Quan Left Right Quan 0 Code file used was EW IBC 06 Version 3 0 HCI Steel Buildings, Inc. 2/2008 Job No' 3869 nmdafy Customer' CLALLAM BUILDERS AND 1 Date 4/2/2008 H I Description' Designed By' DLB CI STEELI BUILDING WESTPORT SHIPYARD INTERIOR 1 Checked By' V41 -_>6= =17 7017--- 4/ 2/08 9 Olam =z -177— Hot Rolled Steel AISCO5 Cold Formed Steel NAUS01 3869 Sidewall Design Code HCI STEEL BUILDING SYSTEMS. INC. BUILDING CODE Wind Code IBC 1 0 56 -0 81 -0 88 0 00 -2 16 7 75 2 45 3 19 Year 06 2 0 80 0 73 -0 67 -0 73 3 19 2 52 -1 24 11 10 1 85 2 46 Seismic Zone D 3 0 73 D 67 -0 73 -0 80 2 46 1 85 1 24 10 15 2 52 3 19 4 0 88 0 81 -0 56 3 19 2 45 2 16 12 20 0 00 MODULUS OF ELASTICITY Hot Rolled Steel 29000 (ksi Cold Formed Steel 29500 (ksi 17° 17 17=- 6=17 3869 Girt Design Report 4/ 2/08 9 Olam GIRT LAYOUT WIND PRESSURE GIRT ANALYSIS STRENGTH /DEFLECTION GIRT LEVEL R 1 SPAN N 1 UNBRACE LENGTHS 4 8Z25U16 19 96 0 88 4 0000 0 57 5 Page 349 Of 526 Page 350 Of 526 242 0 WIND SUCTION SHEET 175 of 263 I Job Not 3869 1:1 Cuatonuu:' CLALLAM BUILDERS AND modify Date 1 4/2/2008 Description' WESTPORT SHIPYARD INTERIOR Designed By' DLB Checked Byl V41 3869 Girt Design Report 4/ 2/08 9 Olam 7— -6 =17177 Shear(k Moment (f -k Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup Span Shear(k Moment(f -k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 RL -0 81 2 41 0 34 RL 2 45 4 33 0 57 RL 0 37 -0 55 2 66 2 LL 0 73 2 41 0 30 LL 2 52 4 33 0 58 LL 0 38 -0 25 2 83 3 RL -0 73 2 41 0 30 RL 2 52 4 33 0 58 RL 0 38 -0 25 2 83 4 LL 0 81 2 41 0 34 LL 2 45 4 33 0 57 LL 0 37 -0 55 2 66 Available Reduction Bay Minor Cb Factor Bay Girt Bay -Lap(ft) Girt No Girt Id Major LS LL MS RL RS LS LL MS RL RS Out In Id Size Width Left Right Location Brace Weight 6666 1 20 0 0 0 0 0 0 0 3 6 0 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 1 8Z25U16 19 96 0 88 4 0000 0 57 5 2 21 3 0 9 4 4 0 0 3 4 0 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 2 8Z25U16 21 25 0 88 0 88 4 0000 0 63 5 3 21 3 0 9 3 4 0 0 4 4 0 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 3 8Z25U16 21 25 0 88 0 88 4 0000 0 63 5 4 20 0 0 9 3 6 0 0 0 0 0 0 1 00 1 67 1 00 1 00 1 00 1 00 0 70 GIRT ANALYSIS Shear(k Moment(f k Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup HCI Steel buildings Inc. /2/2008 Job No 1 3869 Customer' CLALLAM BUILDERS AND Date 1 9/2/2008 1 'Description' WESTPORT SHIPYARD INTERIOR I Designed -'I DLH MCI s 951 BUILDING I Checked By 1 v41 SYSTEMS. INC. 3869 Girt Design Report STRENGTH /DEFLECTION Span Shear(k Moment(f -k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 RL 0 90 2 41 0 37 MS 2 41 3 03 0 79 RL 0 45 0 62 2 66 2 LL -0 81 2 41 0 34 LL 2 79 4 33 0 64 LL 0 46 0 27 2 83 3 RL 0 81 2 41 0 34 RL 2 79 4 33 0 64 RL 0 46 0 27 2 83 4 LL -0 90 2 41 0 37 MS 2 41 3 03 0 79 LL 0 45 0 62 2 66 UNBRACE GIRT LAYOUT LENGTHS I nvaditY 1 4/ 2/08 9 Olam Page 351 Of 526 Page 352 Of 526 MCI slttL BUILDING SYSTEMS. INC. WIND PRESSURE GIRT ANALYSIS. GIRT LEVEL 8 2 SPAN 4 1 UNBRACE LENGTHS Bay SHEET 176 of 263 Job No 1 3869 Customer I CLALLAM BUILDERS AND 'Description' WESTPORT SHIPYARD INTERIOR modify 1 1 Date 1 4/2/2008 Designed 2 DLB I Checked BY V41 3869 Girt Design Report me 4/ 2/08 9 Olam Bay Girt Bay Lap(ft) Girt No Girt 1 -0 63 0 90 0 97 0 00 2 41 7 90 -2 71 3 53 Id Size Width Left Right Location Brace Weight 2 -0 88 -0 81 0 73 0 80 3 53 -2 79 1 36 11 11 2 03 2 71 3 -0 80 -0 73 0 81 0 88 -2 71 2 03 1 36 10 14 2 79 3 53 1 8125016 19 96 0 88 7 3333 0 57 5 4 -0 97 -0 90 0 63 3 53 2 71 2 41 12 06 0 00 2 8225016 21 25 0 88 0 88 7 3333 0 63 5 3 8125016 21 25 0 88 0 88 7 3333 0 63 5 4 81250)16 19 96 0 88 7 3333 0 57 5 242 0 Shear(k Moment(f -k Bay Left Left Right Right Left Left Mid -Span Right Right Available Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup Reduction Bay Minor Cb- Factor 1 0 71 -1 04 1 12 0 00 -2 75 7 75 3 12 4 06 Id Major LS LL MS RL RS LS LL MS RL RS Out In 2 1 02 0 94 -0 85 -0 93 4 06 3 21 1 58 11 10 2 36 3 13 3 0 93 0 95 -0 94 -1 02 3 13 2 36 58 10 15 3 21 4 06 1 20 0 15 4 15 4 15 4 0 0 0 0 1 00 1 00 1 00 1 67 1 00 1 00 0 70 4 1 12 1 04 -0 71 4 06 3 12 -2 75 12 20 0 00 2 21 3 0 0 0 0 11 7 0 0 0 0 1 00 1 67 1 00 1 67 1 00 1 00 0 70 3 21 3 0 0 0 0 11 7 0 0 0 0 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 20 0 0 0 0 0 15 4 15 4 15 4 1 00 1 67 1 00 1 00 1 00 1 00 0 70 STRENGTH /DEFLECTION mom_ a ___arena------ =aa- Span Shear(k Moment(f k Mom +Shr Deflection(in) 3869 Girt Design Report 4/ 2/08 9 Olam Id Loc Calc Allow UC Loc Calc Allow UC Loc DC Calc Allow 1 RL 1 04 2 41 0 43 RL 3 12 4 33 0 72 RL 0 59 -0 70 2 66 2 LL 0 94 2 41 0 39 LL 3 21 4 33 0 74 LL 0 61 -0 32 2 83 3 RL -0 94 2 41 0 39 RL 3 21 4 33 0 74 RL 0 61 -0 32 2 83 4 LL 1 04 2 41 0 43 LL 3 12 4 33 0 72 LL 0 59 -0 70 2 66 Available Reduction Minor Cb- Factor HCI Steel Buildings, Inc. +/2/2008 I Job No 1 3869 Customer I CLALLAM BUILDERS AND 1 Description) WESTPORT SHIPYARD INTERIOR MCI STEEL BUILDING I I SYSTEMS. INC. WIND SUCTION GIRT ANALYSIS STRENGTH /DEFLECTION UNBRACE LENGTHS modify 1 1 Date 1 4/2/2008 1 Designed By1 DLB Checked By 1 v41 'v 3869 Girt Design Report 4/ 2 /08 9 Olam Id Major LS LL MS RL RS LS LL MS RL RS Out In 1 20 0 0 0 0 0 0 0 3 6 0 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 2 21 3 0 9 4 4 0 0 3 4 0 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 3 21 3 0 9 3 4 0 0 4 4 0 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 20 0 0 9 3 6 0 0 0 0 0 0 1 00 1 67 1 00 1 00 1 00 1 00 0 70 Shear(k Moment(f -k Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 -0 81 1 15 1 23 0 00 3 06 7 90 3 45 -4 49 2 -1 12 1 03 0 93 1 02 -4 49 3 55 1 73 11 11 -2 59 3 44 3 1 02 -0 93 1 03 1 12 -3 44 2 59 1 73 10 14 3 55 -4 49 4 -1 23 1 15 0 81 -4 49 -3 45 3 06 12 06 0 00 Span Shear(k Moment(f -k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 RL 1 15 2 41 0 48 MS 3 06 3 03 1 01 RL 0 73 0 78 2 66 2 LL -1 03 2 41 0 43 LL -3 55 4 33 0 82 LL 0 75 0 35 2 83 3 91 1 03 2 41 0 43 RL 3 55 4 33 0 82 RL 0 75 0 35 2 83 4 LL -1 15 2 41 0 48 MS 3 06 3 03 1 01 LL 0 73 0 78 2 66 Page 353 Of 526 Page 354 Of 526 HCI STEEL BUILDING SYSTEMS. INC. 3869 Girt Design Report 2/08 9 Olam 2 21 3 0 0 0 0 11 7 0 0 0 0 1 0 0 1 6 7 1 0 0 1 6 7 1 0 0 1 0 0 0 7 0 0 3 21 3 0 0 0 0 11 7 0 0 0 0 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 20 0 0 0 0 0 15 4 15 4 15 4 1 00 1 67 1 00 1 00 1 00 1 00 0 70 3869 Wall Panel Report 4/ 2/08 9 Olam PANEL DATA. C 1 Bay Part Type Gage Yield 1 HHR 26 HR 26 00 50 0 MOMENTS DEFLECTION Available Reduction Bay Minor Cb Factor Girts 483 92 Id Major LS LL MS RL RS LS LL M5 RL RS Out In Frame Openings 0 00 1 20 0 15 4 15 4 15 4 0 0 0 0 1 00 1 00 1 00 1 67 1 00 1 00 0 70 483 92 SHEET 177 of 263 Job No 1 3869 1 modify 1 Customer 1 CLALLAM BUILDERS AND 1 Date 1 4/2/2008 Description' WESTPORT SHIPYARD INTERIOR Designed By DLB 1 I Checked By I V41 Moment(ft 1b /ft) Span Span LD Support Midspan ---Deflect(in)-- Id (ft) Id Calc Mn /sf UC Calc Mn /sf UC Calc Allow UC 3869 1 4 00 WP 24 0 114 8 0 21 -37 1 104 1 0 36 -0 08 0 80 0 10 WS -32 0 104 1 0 31 49 5 114 8 0 43 0 11 0 80 0 14 2 3 33 WP 77 7 114 8 0 68 11 9 114 8 0 10 0 05 0 67 0 07 WS -103 5 104 1 0 99 15 8 104 1 0 15 -0 06 0 67 0 09 3 6 00 WP 77 7 114 8 0 68 73 5 104 1 0 71 -0 34 1 20 0 28 WS -103 5 104 1 0 99 97 9 114 8 0 85 0 46 1 20 0 38 Weight Summary 4/ 2/08 9 Olam HCI Steel Buildings, Inc. 4/2/2008 HCI STEEL BUILDING SYSTEMS. INC. 3869 I Job No 1 3869 1:1 modify Customer I CLALLAM BUILDERS AND I Date 1 9/2/2008 1 Description) WESTPORT SHIPYARD INTERIOR Designed ByI DLB I Checked By I V41 Sidewall Design Warning Report 2/08 9 Olam No Warnings Page 355 Of 526 Page 356 Of 526 Job No 1 3869 I modify I ti•• I Customer I CLALLAM BUILDERS AND I Date 1 9/2/2008 1• i l Description WESTPORT SHIPYARD INTERIOR I Designed HyI DLB HCI STEEL BUILDING SYSTEMS. INC. I Checked By l V91 4/ 2/08 9 Olam *3869 Sidewall Design Input 1)JOBID' 3869 SHEET 178 of 263 2)PROGRAM OPTIONS *Sidewall Run Run Lap Id Girt Panel Stiff B Y' Y 0 50 3)DESIGN CODE *Design Steel_Code Build Seismic Code Cold Hot Country Code Year Zone WS NAUS01 AISCO5 IBC 06 D 4)DESIGN CONSTANTS Strength_Factors Stress_Ratio Seismic Girt Panel Wind Frame Brace 1 03 1 03 1 0000 1 7000 1 7000 5)STEEL YIELDS Web Flg C_Sec W_Sec R Sec P_Sec T_Sec U_Sec EP BP 50 0 55 0 55 0 50 0 50 0 35 0 46 0 36 0 55 0 55 0 6)DEFLECTION LIMITS -Girt Panel Part Wall Facia Wall Facia Wall 90 0 60 0 90 7)REPORTS Input Wall Door Wa11 Echo Girt Jamb Panel I 2 Y' Y 8)BUILDING TYPE Build L_Expand_EW R_Expand_EW Type Use Offset Use Offset FF- Y 15 500 Y 15 500 9)SURFACE SHAPE No X_Coord Y_Coord Offset HCI Steel Buildings, Inc. I I Job No 1 3869 Customer 1 CLALLAM BUILDERS AND Description1 WESTPORT SHIPYARD INTERIOR Surf (ft) (ft) 4 0 0000 14 0000 0 000 50 0000 22 3333 9 000 100 0000 14 0000 9 000 100 0000 0 0000 0 000 HCI STEEL BUILDING SYSTEMS. INC. (10)SIDEWALL BAY SPACING Sets_Of Bay No Bays Width Bays 1 21 2500 4 (12)PARTIAL WALLS Set_Of Base Full Bay_Id Wall Bays Type Load Start End Height 0 ZB C N' 0 000 0 0000 7 3333 10 0000 (14)GIRT LOCATION Set No Girt Loc Girt Location Y. 2 4 0000 7 3333 (17)FACIA /PARAPET Location Edge_Extend 1 modif 1 Date 1 4/2/2008 Designed 13, DLB Checked By I V41 Page 357 Of 526 Page 358 Of 526 HCI STEEL BUILDING SYSTEMS. INC. 1 Checked By1 V41 No Ext Facia Bay Bay Left Right Ext Ext Id Type Start End Elev Height (ft) (ft) Mount 0 SHEET 179 of 263 Job No 1 3869 I modify Customer I CLALLAM BUILDERS AND I Date 1 4/2/2008 Description1 wESTPORT SHIPYARD INTERIOR Designed By' DLB (18)FACIA /PARAPET GIRTS *Ext -Top- Interior Gutter- -Back Panel Angle *Id Type Rotate Type Rotate Type Rotate Part Rotate Spacing (19)BASIC LOADS Deflection Wind Basic Load Ratio Load Seismic (11)FRAMED OPENINGS Wind Snow Wind Seis Factor Dead Coeff No Bay Open Open Open Open Sill Base Set Member Remove 22 4 1 00 1 00 1 00 1 00 2 00 0 0000 Open Id Width Height Offset Type Height Elev Depth Select Panel 3 1 4 0000 8 0000 6 2500 2 0 0000 0 000 0 000 C N (20)EDGE ZONE 1 4 0000 8 0000 15 2500 2 0 0000 0 000 0 000 C N Zone Col/ 2 4 0000 8 0000 2 5000 2 0 0000 0 000 0 000 C N Width Girt Panel Jamb 5 600 1 07 1 23 1 06 (21)WIND PRESSURE /SUCTION Wind Wind Pressure Suction 19 6 21 6 Girt /Header (13)GIRT DESIGN 24 2 26 2 Panel Girt Flg_Brace Set Set Max Max Unbr 19 6 21 4 Jamb Type Out In Depth Lap Space Length 33 6 22 4 Parapet Girt (22)GIRT LAPS Data Set 1 -Set 2 Set _3 Opt Sets Left Right Quan Left Right Quan Left Right Quan 0 (23)GIRT STRAPS (15)SPECIAL GIRT Data Set_1 -Set_2 ---Set 3--- -Set 4 Sets_Of Bay_Id Girt Girt Girt *Opt Sets Strap Quan Strap Quan Strap Quan Strap Quan Girts Start End Height Type Rotate Use 0 0 1/2/2008 1 Code file used was EW_IBC 06 Version 3 0 1 (16)WALL PANELS /GUTTERS W all Gutter Insulation ==c I Panel Use Type Width Use Thick 3869 Sidewall Design Code 4/ 2/08 9 Olam HHR 26 E N' 0 000 N' 0 000 =e== HCI Steel Buildings, Inc. J2/2008 HCI 51 ttL BUI SYSTEMS, INC. Page 359 Of 526 Page 360 Of 526 Job No 1 3869 1 modify 1 Job No 1 3669 I modify Customer I CLALLAM BUILDERS AND I Date 1 4/2/2008 `i Customer I CLALLAM BUILDERS AND Date :::/2008 Description) WESTPORT SHIPYARD INTERIOR I Designed Byl DLB I i DescriptionI WESTPORT SHIPYARD INTERIOR Designed ByI HCI STEEL BUILDING Checked By I yql SYSTEMS. INC. I I Checked By 3869 Sidewall Design Code 4/ 2/08 9 Olam STRUCTURAL CODE Design Basis WS Hot Rolled Steel AISCO5 Cold Formed Steel NAUS01 BUILDING CODE Wind Code IBC Year 06 Seismic Zone D MODULUS OF ELASTICITY Hot Rolled Steel 29000 (ksi Cold Formed Steel 29500 (ksi GIRT LEVEL 6 1 SPAN 6 1 WIND SUCTION GIRT LAYOUT SHEET 180 of 263 =a 4/ 2/08 9 Olam Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0 21 -0 21 0 00 -0 31 2 94 0 00 3869 Girt Design Report STRENGTH /DEFLECTION WIND PRESSURE STRENGTH /DEFLECTION Span Shear(k Moment(f -k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 LS 0 21 2 41 0 09 MS -0 31 4 33 0 07 LL 0 00 -0 01 0 78 UNBRACE LENGTHS 3869 Girt Design Report 4/ 2/08 9 Olam Available ____.n_ Reduction Bay Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In 1 5 9 5 9 0 0 0 0 0 0 5 9 1 00 1 00 1 00 1 00 1 00 1 00 0 65 Bay Girt Bay Lap(ft) Girt No Girt GIRT ANALYSIS Id Size Width Left Right Location Brace Weight Shear(k Moment(f -k 1 8Z25U16 5 88 4 0000 0 16 2 Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 16 2 1 -0 25 0 24 0 00 0 36 2 98 0 00 Span Shear(k Moment(f -k Mom+Shr Deflection(in) GIRT ANALYSIS Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow Shear(k Moment(f -k 1 LS -0 25 2 41 0 10 MS 0 36 3 96 0 09 LL 0 01 0 01 0 78 HCI Steel Buildings, Inc. 42/2008 HCI STEEL BUILDING SYSTEMS. INC. 3869 UNBRACE LENGTHS GIRT LAYOUT Job No 1 3869 I modify I Customer I CLALLAM BUILDERS AND C I bate 1 4/2/2008 I I WESTPORT SHIPYARD INTERIOR Designed ByI DLB I 1 Checked By I v41 Girt Design Report 4/ 2/08 9 Olam Bay Girt Bay Lap(ft) Girt No Girt Id Size Width Left Right Location Brace Weight 1 8225016 4 25 4 0000 0 11 7 WIND PRESSURE GIRT ANALYSIS 11 7 Shear(k Moment(f -k Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0 15 -0 15 0 00 -0 16 2 13 0 00 Page 361 Of 526 Page 362 Of 526 HCI STEEL BUILDING SYSTEMS. INC. 3869 STRENGTH /DEFLECTION UNBRACE LENGTHS GIRT LEVEL 1 SPAN 8 2 WIND SUCTION GIRT ANALYSIS STRENGTH /DEFLECTION SHEET 181 of 263 Job No 1 3869 Customer' CLBLLAM BUILDERS AND Description) WESTPORT SHIPYARD INTERIOR modify Date 1 4/2/2008 Designed Byl DLB Checked By I V41 Girt Design Report 4/ 2/08 9 Olam Available Reduction Span Shear(k Moment(f-k Mom +Shr Deflection(in) Bay Minor Cb Factor Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow Id Major LS LL MS RL RS LS LL MS RL RS Out In 1 LS 0 15 2 41 0 06 MS -0 16 4 33 0 04 LL 0 00 0 00 0 57 1 5 9 5 9 5 9 5 9 5 9 5 9 1 00 1 00 1 00 1 00 1 00 1 00 0 65 3869 Girt Design Report 4/ 2/08 9 Olam Available =e.......= Reduction Bay Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In 1 4 3 4 3 0 0 0 0 0 0 4 3 1 00 1 00 1 00 1 00 1 00 1 00 0 65 Shear(k Moment(f-k Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 -0 17 0 17 0 00 0 18 2 13 0 00 Span Shear(k Moment(f -k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 LS -0 17 2 41 0 07 MS 0 18 4 33 0 04 LL 0 00 0 00 0.57 UNBRACE LENGTHS Available HCI Steel Buildings, Inc. 4/2/2008 Page 363 Of 526 Page 364 Of 526 I Job No 1 3869 I modify 1 I Job No 1 3869 I modify I Customer I CLALLAM BUILDERS AND I Date 1 9/2/2008 77 °'yGa Customer I CLALLAM BUILDERS AND I Date i 4/2/2008 D 1:1 Iescri lion Deei ned DLB Description' Dees ned DLB P I WESTPORT SHIPYARD INTERIOR 9 P I WESTPOAT SHIPYARD INTERIOR 9 HCI STEEL BUILDING Checked By I V41 Checked BPI V41 SYSTEMS, INC. 3869 Girt Design Report 4/ 2/08 9 Olam 3869 Girt Design Report 4/ 2/08 9 Olam =va =a= ----o= ��eae� eeve _a�e�e� aaaa STRENGTH /DEFLECTION HCI STEEL BUILDING SYSTEMS. INC. Reduction Bay Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In Span Shear(k Moment(f -k Mom +Shr Deflection(in) Id Loc Calc Allow 0C Loc Calc Allow UC Loc UC Calc Allow 1 4 3 4 3 4 3 4 3 4 3 4 3 1 00 1 00 1 00 1 00 1 00 1 00 0 65 1 RS -0 08 2 41 0 03 RS 0 03 4 33 0 01 LS 0 00 0 00 0 22 _s =saw— 2 LS 0 09 2 41 0 04 LS 0 03 4 33 0 01 LS 0 00 0 00 0 28 3869 Girt Design Report 4/ 2/08 9 Olam -..n..--- UMBRAGE LENGTHS GIRT LAYOUT GIRT LEVEL 8 1 SPAN B 3 Bay Girt Bay Lap(ft) Girt No Girt Id Size Width Left Right Location Brace Weight 1 8Z25U16 1 63 4 0000 0 4 5 2 8Z25U16 2 13 4 0000 0 5 9 10 4 WIND PRESSURE GIRT ANALYSIS Shear(k Moment(f -k Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0 04 -0 08 0 00 -0 01 0 53 0 03 2 0 09 -0 06 0 03 -0 03 1 28 0 00 Available Reduction Bay Minor- Cb Factor Id Major LS LL HS RL RS LS LL MS RL RS Out In 1 1 6 0 0 0 0 0 0 0 6 0 6 1 00 1 00 1 00 1 00 1 00 1 00 0 70 2 2 1 2 1 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 70 WIND SUCTION GIRT ANALYSIS SHEET 182 of 263 Shear(k Moment(f k Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 -0 04 0 09 0 00 0 01 0 53 -0 04 2 -0 10 0 07 -0 04 0 03 1 28 0 00 STRENGTH /DEFLECTION Span Shear(k Moment(f k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 RS 0 09 2 41 0 04 RS -0 04 4 33 0 01 LS 0 00 0 00 0 22 2 LS -0 10 2 41 0 04 LS -0 04 4 33 0 01 LS 0 00 0 00 0 2B UNBRACE LENGTHS HCI Steel Buildings, Inc. 112/2008 Job No 1 3869 I Customer I CLALLAM BUILDERS AND Description' WESTPORT SHIPYARD INTERIOR HCI STEEL BUILDING I SYSTEMS, INC. 3869 Girt Design Report 4/ 2/0B 9 Olam Available Reduction Bay Minor Cb- Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In 1 1 6 1 1 1 1 1 1 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 70 2 2 1 0 0 2 1 2 1 2 1 2 1 1 00 1 00 1 00 1 00 1 00 1 00 0 70 0-= 3869 X00 Girt Design Report Oeoe� 4/ 2/08 9 Olam GIRT LAYOUT 2 8Z251716 14 38 0 88 4 0000 0 42 1 3 8225016 21 25 0 88 0 88 4 0000 0 63 5 WIND SUCTION 4 8Z25U16 19 96 0 88 4 0000 0 57 5 163 1 WIND PRESSURE GIRT ANALYSIS I modify 1 Date 1 4/2/2008 1 Designed Byl DLB Checked BY 1 V91 Shear(k Moment(f -k Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup Page 365 Of 526 Page 366 Of 526 SHEET 183 of 263 Job No 1 3869 1 modify 1 Customer 1 CLALLAM BUILDERS AND 1 Date 1 4/2/2008 Des¢iption1 WESTPORT SHIPYARD INTERIOR I Designe Byl DLB I I` Checked By' V41 HCI STEEL BUILDING SYSTEMS. INC. X00 ..0 >Oea m_ =0000- 0 3869 Girt Design n Re p ort 4/ 2/08 9 Olam 0000 -0- II0 -==Omen 2 0 36 -0 61 -0 67 0 00 -0 90 5 02 1 68 2 24 3 0 72 0 65 -0 75 -0 81 2 24 1 64 -1 33 9 97 2 57 3 25 4 0 88 0 82 -0 55 3 25 2 50 -2 14 12 24 0 00 STRENGTH /DEFLECTION Span Shear(k Moment(f k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 2 RL -0 61 2 41 0 25 RL 1 68 3 03 0 55 RL 0 18 -0 06 3 RL -0 75 2 41 0 31 RL 2 57 4 33 0 59 RL 0 39 -0 29 2 83 4 LL 0 82 2 41 0 34 LL 2 50 4 33 0 58 LL 0 38 -0 54 2 66 UNBRACE LENGTHS Available GIRT LEVEL 1 SPAN N 4 Reduction Bay Minor- Cb Factor Id Major LS LL MS RL RS L5 LL MS RL RS Out In 2 14 4 0 0 0 0 0 0 13 5 0 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 Bay Girt Bay Lap(ft) Girt No Girt 3 21 3 0 9 3 0 0 0 4 3 0 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 Id Size Width Left Right Location Brace Weight 4 20 0 0 9 3 7 0 0 0 0 0 0 1 00 1 67 1 00 1 00 1 00 1 00 0 70 GIRT ANALYSIS Shear(k Moment(f -k Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 2 -0 40 0 67 0 74 0 00 1 00 5 02 1 85 -2 47 3 -0 79 -0 72 0 82 0 89 -2 47 1 81 1 46 9 96 2 84 3 59 4 -0 97 -0 90 0 63 3 59 2 77 2 38 12 10 0 00 STRENGTH /DEFLECTION HCI Steel Buildings, Inc. ./2/2008 Job No 1 3869 I modify 1 1:1 I Customer 1 CLALLAM BUILDERS AND I Date 4/2/2008 Description1 WESTPORT SHIPYARD INTERIOR Designed B. DLB HCI STEEL BUILDING 1 I Checked By SYSTEMS. INC. I V41 s= 3869 Girt Design Report 4/ 2/08 9 Olam Span Shear(k Moment(f k Mom+Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 2 RL 0 67 2 41 0 28 RL 1 85 4 33 0 43 RL 0 21 0 07 3 RL 0 82 2 41 0 34 RL 2 84 4 33 0 66 RL 0 48 0 31 2 83 4 LL -0 90 2 41 0 37 MS 2 38 3 03 0 79 LL 0 47 0 60 2 66 UNBRACE LENGTHS 3869 GIRT LAYOUT WIND PRESSURE Page 367 Of 526 Page 368 Of 526 HCI STEEL BUILDING SYSTEMS. INC. 3869 GIRT ANALYSIS UNBRACE LENGTHS Job No 1 3869 Customer 1 CLALLAM BUILDERS AND Description' WESTPORT SHIPYARD INTERIOR modify 1 1 Date 1 4/2/2008 1 Designed Byl DLB Checked By I V41 Girt Design Report 4/ 2/08 9 Olam Shear(k Moment(f-k Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0 27 -0 27 0 00 -0 39 2 94 0 00 Available Reduction STRENGTH /DEFLECTION Bay Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In Span Shear(k Moment(f -k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 2 14 4 13 5 13 5 13 5 0 0 0 0 1 00 1 00 1 00 1 67 1 00 1 00 0 70 3 21 3 0 0 0 0 12 1 0 0 0 0 1 00 1 67 1 00 1 67 1 00 1 00 0 70 1 LS 0 27 2 41 0 11 MS -0 39 4 33 0 09 RL 0 01 -0 01 0 78 4 20 0 0 0 0 0 15 3 15 3 15 3 1 00 1 67 1 00 1 00 1 00 1 00 0 70 Girt Design Report 4/ 2/08 9 Olam Available sesm===_ Reduction Bay Minor Cb- Factor Id Major LS LL MS RL R5 LS LL MS RL RS Out In GIRT LEVEL 4 2 SPAN 8 1 1 5 9 5 9 0 0 0 0 0 0 5 9 1 00 1 00 1 00 1 00 1 00 1 00 0 65 WIND SUCTION Bay Girt Bay Lap(ft) Girt No Girt GIRT ANALYSIS Id Size Width Left Right Location Brace Weight Shear(k Moment(f k 1 8125016 5 88 7 3333 0 16 2 Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 16 2 1 -0 32 0 31 0 00 0 46 2 98 0 00 STRENGTH /DEFLECTION SHEET 184 of 263 HCI Steel Buildings, Inc. 12/2008 HCI STEEL BUILDING SYSTEMS. INC. UNBRACE LENGTHS Job No 1 3869 Customer' CLALLAM BUILDERS AND Description' WESTPORT SHIPYARD INTERIOR I =difY I 1 Date 1 4/2/2008 De igned By' DLB Checked By' V41 3869 Girt Design Report 4/ 2/08 9 Olam Span Shear(k Moment(f k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 LS -0 32 2 41 0 13 MS 0 46 3 96 0 12 LL 0 01 0 01 0 78 Page 369 Of 526 Page 370 Of 526 HCI STEEL BUILDING SYSTEMS. INC. STRENGTH /DEFLECTION UNBRACE LENGTHS GIRT LEVEL 9 2 SPAN 9 2 WIND SUCTION GIRT LAYOUT WIND PRESSURE STRENGTH /DEFLECTION SHEET 185 of 263 I Job No 1 3869 1:1 1 Customer' CLALLAM BUILDERS AND Description' WESTPORT SHIPYARD INTERIOR modify 1 Date 1 4/2/2008 Designed By' DLB Checked BY! V41 sea.— 3869 Girt Design Report 4/ 2/08 9 Olam Shear(k Moment(f-k Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0 19 -0 19 0 00 -0 21 2 13 0 00 Available Reduction Span Shear(k Moment(f k Mom +Shr Deflection(in) Bay -Minor -Cb- Factor Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow Id Major LS LL MS RL RS LS LL MS RL RS Out In 1 LS 0 19 2 41 0 08 MS -0 21 4 33 0 05 RL 0 00 0 00 0 57 1 5 9 5 9 5 9 5 9 5 9 5 9 1 00 1 00 1 00 1 00 1 00 1 00 0 65 3869 Girt Design Report 4/ 2/08 9 Olam Available .......e_ Reduction Bay -Minor -Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In 1 4 3 4 3 0 0 0 0 0 0 4 3 1 00 1 00 1 00 1 00 1 00 1 00 0 65 Bay Girt Bay Lap(ft) Girt No Girt GIRT ANALYSIS Id Size Width Left Right Location Brace Weight Shear(k 1 Moment(f -k 1 8025U16 4 25 7 3333 0 11 7 Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 11 7 1 -0 21 0 21 0 00 0 23 2 13 0 00 Span Shear(k Moment(f -k Mom +Shr Deflection(in) GIRT ANALYSIS Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow HCI Steel Buildings Inc. ./2/2008 HCI STEEL BUILDING SYSTEMS. INC. Job No 1 3869 I modify 1 Customer I CLALLAM BUILDERS AND 'Date 1 4/2/2008 Description) WESTPORT SHIPYARD INTERIOR I De igned By4 DLB 1 I Checked By 1 V41 3869 �e Girt Design Report 4/ 2/08 9 Olam =_=n== 1 RS 0 21 2 41 0 09 MS 0 23 4 33 0 05 LL 0 00 0 00 0 57 UNBRACE LENGTHS Available Reduction Bay -Minor Cb- Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In 1 4 3 4 3 4 3 4 3 4 3 4 3 1 00 1 00 1 00 1 00 1 00 1 00 0 65 3869 vL Girt Design Report 4/ 2/08 9 Olam GIRT LAYOUT WIND PRESSURE GIRT ANALYSIS GIRT LEVEL if 2 SPAN 9 3 Bay Girt Bay Lap(ft) Girt No Girt Id Size Width Left Right Location Brace Weight 1 8125016 1 63 7 3333 0 4 5 2 8225016 2 13 7 3333 0 5 9 10 4 Page 371 Of 526 Page 372 Of 526 Job No 1 3869 modify I ✓r) I Customer' CLALLAM BUILDERS AND HCI STEEL BUILDING 1 Date 1 4/2/2008 Deacraptionl WESTPORT SHIPYARD INTERIOR I Designed By' DLB SYSTEMS. INC. 1 I Checked By V41 3669 Girt Design Report 9/ 2/08 9 Olam 1 0 05 -0 10 0 00 -0 01 0 53 0 04 2 0 12 -0 08 0 04 -0 03 1 28 0 00 STRENGTH /DEFLECTION Span Shear(k Moment(f -k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 RS -0 10 2 41 0 04 RS 0 04 4 33 0 01 LS 0 00 0 00 0 22 2 0.5 0 12 2 41 0 05 LS 0 04 4 33 0 01 LS 0 00 0 00 0 28 UNBRACE LENGTHS Available Reduction Bay Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In 1 1 6 0 0 0 0 0 0 0 6 0 6 1 00 1 00 1 00 1 00 1 00 1 00 0 70 2 2 1 2 1 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 70 WIND SUCTION GIRT ANALYSIS Shear(k Moment(f -k Bay Left Left Right Right Left Left Mid -Span Right Right Span Shear(k Moment(f -k Mom +Shr Deflection(in) Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow STRENGTH /DEFLECTION SHEET 186 of 263 Shear(k Moment(f -k Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 -0 05 0 11 0 00 0 01 0 53 -0 05 2 -0 13 0 09 -0 05 0 04 1 28 0 00 HCI Steel Buildings, Inc. */2/2008 Job No l 3869 I modify l Customer I CLALLAM BUILDERS AND l Date l 4/2/2008 Description' WESTPORT SHIPYARD INTERIOR I Designed Byl DLB HCI STEEL BUILDING SYSTEMS. INC. 1 I Checked BY l v41 386 9 -=me Girt Design Report 9/ 2/089 Olam 1 RS 0 11 2 41 0 05 RS -0 05 4 33 0 01 LS 0 00 0 00 0 22 2 LS -0 13 2 41 0 05 LS -0 05 4 33 0 01 LS 0 00 0 00 0 28 UNBRACE.LENGTHS GIRT LAYOUT 2 8Z25U16 14 38 0 88 7 3333 0 42 1 3 8Z251J16 21 25 0 88 0 88 7 3333 0 63 5 4 8125016 19 96 0 88 7 3333 0 57 5 WIND PRESSURE GIRT ANALYSIS 163 1 Page 373 Of 526 Page 374 Of 526 HCI STEEL BUILDING SYSTEMS. INC. 3869 Girt Design Report Shear(k Moment(f k Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 2 0 47 -0 77 -0 85 0 00 1 19 5 10 2 04 2 75 Available 3 0 91 0 83 -0 96 -1 04 2 75 1 99 1 73 9 90 3 29 4 16 Reduction 4 1 12 1 04 -0 70 4 16 3 21 -2 71 12 26 0 00 Bay -Minor -Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In STRENGTH /DEFLECTION 1 1 6 1 1 1 1 1 1 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 70 2 2 1 0 0 2 1 2 1 2 1 2 1 1 00 1 00 1 00 1 00 1 00 1 00 0 70 Span Shear(k Moment(f -k Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 3869 Girt Design Report 4/ 2/08 9 Olam 2 RL -0 77 2 41 0 32 RL 2 04 3 03 0 67 RL 0 26 0 06 ene_ nwaa------- v =a_ 3 RL -0 96 2 41 0 40 RL 3 29 4 33 0 76 RL 0 64 -0 38 2 83 4 LL 1 04 2 41 0 43 LL 3 21 4 33 0 74 LL 0 62 -0 68 2 66 UNBRACE LENGTHS Available GIRT LEVEL 6 2 SPAN 8 4 Reduction Bay Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In 2 14 4 0 0 0 0 0 0 13 5 0 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 Bay Girt Bay Lap(ft) Girt No Girt 3 21 3 0 9 2 9 0 0 4 3 0 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 Id Size Width Left Right Location Brace Weight 4 20 0 0 9 3 7 0 0 0 0 0 0 1 00 1 67 1 00 1 00 1 00 1 00 0 70 WIND SUCTION GIRT ANALYSIS SHEET 187 of 263 I Job No 1 3869 1 Customer I CLALLAM BUILDERS AND Description) WESTPORT SHIPYARD INTERIOR I I I modify I I Date 1 4/2/2008 Designed Byl DLB Checked DTI V41 4/ 2/08 9 Olam Shear(k Moment(f -k Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 2 -0 51 0 85 0 94 0 00 1 31 5 10 2 25 3 03 HCI Steel Buildings, Inc. /2/2008 Job No 1 3869 1 modify 1 I;,yry, Customer I CLALLAM BUILDERS AND l Designed Byl DLB 1 Date l 4/2/2008 Description) WESTPORT SHIPYARD INTERIOR HCI STEEL BUILDING SYSTEMS INC. l I Checked By l V41 3869 Girt Design Report _n= =vv 4/ 2/08 9 Olam� 3 -1 00 -0 91 1 06 1 14 3 03 -2 20 1 90 9 89 -3 64 -4 60 4 -1 24 -1 15 0 80 -4 60 -3 55 3 02 12 11 0 00 STRENGTH /DEFLECTION UNBRACE LENGTHS JAMB /HEADER LAYOUT Bay Member Member Member Member Id Id Size Length Weight 1 Jamb -L 8C25E16 13 33 36 8 1 Jamb -R 8C25E16 13 33 36 8 1 Header 8C25E16 4 00 11 0 1 Jamb -L 8C25E16 13 33 36 8 1 Jamb -R 8C25E16 13 33 36 8 1 Header 8C25E16 4 00 11 0 2 Jamb -L 8C25E16 13 33 36 8 Page 375 Of 526 Page 376 Of 526 NCI STEEL. BUILDING SYSTEMS. INC. Bay Member Ld Shear(k Moment(f -k Mom+ Deflect(in) Span Shear(k Moment(f -k Mom +Shr Deflection(in) Id Id Id Calc Vn /sf UC Calc Mn /sf UC Shear Calc Allow Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 Jamb -L WP -0 55 2 41 0 23 2 23 4 19 0 53 0 00 -0 31 1 78 2 RL 0 85 2 41 0 35 RL 2 25 4 33 0 52 RL 0 32 -0 06 WS 0 61 2 41 0 25 2 48 3 71 0 67 0 00 0 35 1 78 3 RL 1 06 2 41 0 44 RL 3 64 4 33 0 84 RL 0 78 0 42 2 83 Jamb -R WP -0 49 2 41 0 20 -1 96 4 19 0 47 0 00 -0 28 1 78 4 LL 1 15 2 41 0 48 MS 3 02 3 03 1 00 LL 0 76 0 76 2 66 WS 0 54 2 41 0 22 2 14 3 71 0 58 0 00 0 30 1 78 Header WP -0 10 2 41 0 04 -0 10 4 19 0 02 0 00 0 00 0 53 WS 0 12 2 41 0 05 0 12 4 16 0 03 0 00 0 00 0 53 1 Jamb -L WP -0 49 2 41 0 20 -1 96 4 19 0 47 0 00 -0 28 1 78 Available WS 0 54 2 41 0 22 2 14 3 71 0 58 0 00 0 30 1 78 Reduction Jamb -R WP -0 08 2 41 0 03 0 21 3 71 0 06 0 00 0 01 1 78 Bay -Minor Cb Factor WS 0 09 2 41 0 04 -0 23 4 19 0 06 0 00 -0 02 1 78 Id Major LS LL MS RL RS LS LL MS RL RS Out In Header WP -0 10 2 41 0 04 -0 10 4 19 0 02 0 00 0 00 0 53 WS 0 12 2 41 0 05 0 12 4 16 0 03 0 00 0 00 0 53 2 14 4 13 5 13 5 13 5 0 0 0 0 1 00 1 00 1 00 1 67 1 00 1 00 0 70 2 Jamb -L WP -0 15 2 41 0 06 -0 20 4 19 0 05 0 00 -0 04 1 78 3 21 3 0 0 0 0 12 3 0 0 0 0 1 00 1 67 1 00 1 67 1 00 1 00 0 70 WS 0 16 2 41 0 07 0 22 3 71 0 06 0 00 0 04 1 78 4 20 0 0 0 0 0 15 3 15 3 15 3 1 00 1 67 1 00 1 00 1 00 1 00 0 70 Jamb -R WP -0 72 2 41 0 30 3 05 4 19 0 73 0 53 -0 42 1 78 WS 0 79 2 41 0 33 3 33 3 71 0 90 0 63 0 46 1 78 =_gym_ _o=ne Header WP -0 10 2 41 0 04 -0 10 4 19 0 02 0 00 0 00 0 53 3869 Sidewall Jamb /Header Summary 4/ 2/08 9 Olam WS 0 12 2 41 0 05 0 12 4 16 0 03 0 00 0 00 0 53 3869 Sidewall Jamb /Header Summary smeem 2 Jamb -R 8C25E16 13 33 36 8 s= 2 Header 8C25E16 4 00 11 0 STRENGTH /DEFLECTION 3869 PANEL DATA. MOMENTS fi DEFLECTION SHEET 188 of 263 Job No 1 3869 I modify Customer! CLALLAM BUILDERS AND I Date 1 9/2/2008 Description) WESTPORT SHIPYARD INTERIOR Designed Byl DLB Checked By I V41 Bay Part Type Gage Yield 1 HHR 26 HR 26 00 50 0 4/ 2/08 9 Olam Wall Panel Report 4/ 2/08 9 Olam HCI Steel Buildings, Inc. 4/2/2008 1 Job No 1 3869 Customer I CLALLAM BUILDERS AND Description) WESTPORT SHIPYARD INTERIOR MCI STEEL BUILDING I SYSTEMS. INC. 3869 Weight Summary Girts 402 73 Frame Openings 253 92 modify Date Designed Byi DLB Checked By I V41 1 4/2/2008 3869 Wall Panel Report 4/ 2/08 9 Olam Moment(ft- lb /£t) Span Span LD Support Midspan Deflect(in) Id (ft) Id Calc Mn /sf UC Calc Mn /sf UC Calc Allow UC 1 4 00 WP 24 0 114 8 0 21 -37 1 104 1 0 36 -0 08 0 80 0 10 WS -32 0 104 1 0 31 49 5 114 8 0 43 0 11 0 80 0 14 2 3 33 WP 77 7 114 8 0 68 11 9 114 8 0 10 0 05 0 67 0 07 WS 103 5 104 1 0 99 15 8 104 1 0 15 -0 06 0 67 0 09 3 6 00 WP 77 7 114 8 0 68 73 5 104 1 0 71 -0 34 1 20 0 28 WS -103 5 104 1 0 99 97 9 114 8 0 85 0 46 1 20 0 38 656 65 No Warnings Page 377 Of 526 Page 378 of 526 MCI STEEL BUILDING SYSTEMS. INC. *3869 Endwall Design Input 1)JOBID• 3869 SHEET 189 of 263 Job No 1 3869 1 modify 1 Customer! CLALLAM BUILDERS AND I Date 1 4/2/2008 Description) WESTPORT SHIPYARD INTERIOR Designed Byl 013 Checked By 1 V41 2)PROGRAM OPTIONS EW Run Run Run Run No Lap Id Col /Raf Girt Brace Panel Cycle Stiff L Y. Y N' Y' 4 0 50 3)DESIGN CODE *Design Steel_Code Build Seismic 4/ 2/08 9 Olam Code Cold Hot Country Code Year Zone WS NAUS01 AISCOS IBC 06 D 4)DESIGN CONSTANTS Strength_Factors Stress Ratio -Seismic Col /Raf Girt Panel Wind Frame Brace 1 03 1 03 1 03 1 0000 1 7000 1 7000 5)STEEL YIELDS 3869 Sidewall Design Warning Report 4/ 2/08 9 Olam Web Fig C_Sec W_Sec R_Sec P_Sec T Sec U Sec EP BP =ear =m 50 0 55 0 55 0 50 0 50 0 35 0 46 0 36 0 55 0 55 0 6)DEFLECTION LIMITS Rafter -Girt Panel Part Wind Live Wind Total Column Wall Facia Wall Facia Wall Bent 180 180 0 120 90 90 60 60 90 60 7)REPORTS Input Column Wall Door Wall Cable Echo Rafter Girt Jamb Panel Brace I 3 2 Y' Y Y' 8)301101NG TYPE Build Build Build Expand_EW Type Width Length Use Offset 4/ 2/08 9 Olam HCI Steel Buildings, Inc. 4/2/2008 Page 379 Of 526 Page 360 Of 526 1 Job No 3869 Job No 1 3869 I I 1:1 I Customer 1 CLALLAN BUILDERS AND 1 Date Designed 'I DLB 1 4/2/2008 C Customer i CLALLAM BUILDERS AND I D HCI STEEL BUILDING 4/2/2006 I Description WESTPORT SHIPYARD INTERIOR Description WESTPORT SHIPYARD INTERIOR Designed DLB HCI STEEL BUILDING SYSTEMS. INC. 1 i Checked By I V41 SYSTEMS, INC. I Checked BY I V41 FF 100 0000 85 0000 'Y 15 50 Type Rot Depth Type Rot Depth Type Depth Type Depth Same Length Elev (in) (in) (in) (in) Dep (ft) (in) R 0 00 R 0 00 R 0 00 R 0 00 N 83 333 0 000 9)SURFACE SHAPE No. X_Coord Y Coord offset Surf (ft) (ft) (in) 4 0 0000 14 0000 8 000 50 0000 22 3333 9 000 100 0000 14 0000 9 000 100 0000 0 0000 8 000 (10)BAY SPACING *No Roof Roof Frame Sets_Of Bay No Bay Bay Recess Bays Width Bays 4 21 2500 0 3333 1 20 0000 5 0 IfY (11)FRANED OPENINGS R 0 000 Y' Y' No Bay Open Open Open Open Sill Base Set Member Remove Open Id Width Height Offset Type Height Elev Depth Select Panel (19)RAFTER SIZE 1 1 14 5000 12 5000 0 0000 2 0 0000 0 000 0 000 C Y No Surf Rafter Rafter Id Size 2 2 (12)WIDE OPENING LAYOUT 3 Open Bay_Id Clear_Opening Wedge Stub Column Total *No Id Type St End Width Height Height Elev Mount Weight (20)RAFTER SPLICES 0 Surf No Splice Splice Id Splice Loc Type (13)WIDE OPENING AND STRUT FRAMING 2 0 -Open- Door Jamb Stub Head Back_Brace Strut -Header Deflection 3 1 0 0000 'M *No Id Type FlgWid FlgThk Type Type Type Loc Type Type Max_ Spc Horz Vert I- I 1 (21)GIRT DESIGN (14)WIDE OPENING HEADER LOCATION *Girt Flg_Brace Set Set Max Girt To One_Girt Ma _Unbr -Open- No Column *Type Out In Offset Project Depth Lap Space Rafter Depth /Bay Length *No Id Location Location ZF' C N 0 000 0 000 0 000 0 0000 7 3333 N' Y' 10 0000 0 *(22)GIRT LOCATION (15)PARTIAL WALLS Set No Girt Set_Of Base Full Bay_Id Wall Loc Girt Location Bays Type Load Start End Height Y' 4 4 0000 7 3333 12 3333 16 0000 0 (16)COLUMNS Left Corner Right_Corner Int_Facia- Int_No_Facia Max_UnBr Base SHEET 190 of 263 (17)COLUMN SIZE t ELEVATION No Column Base Column Size Elev 6 0 000 O 000 0 000 O 000 O 000 O 000 (18)RAFTERS Rafter Set Rafter Flange Select Depth Same Brace (23)SPECIAL GIRT Sets_Of Bay_Id Girt Girt Girt Girts Start End Height Type Rotate Use HCI Steel Buildings, Inc. 4/2/2008 HCI STEEL BUILDING SYSTEMS. INC. 0 Page 381 Of 526 Page 382 Of 526 1:1 1 I Job No 1 3869 I modi I i Job No 1 3869 I modify Customer I CLALLAM BUILDERS AND I Date 1 9/2/2008 Customer I CLALLAM BUILDERS AND I Date 1 9/2/2008 MCI STEEL DescriPtion WESTPORT SHIPYARD IM Checked By I V41 SYSTEMS. INO_ BUILDING I I Checked By p *Wall No. Ext Bay_Id Edge_Extend- Ext *Id Ext Id Start End Height Width Slope Left Right Mount 2 0 4 0 (24)ROOF PURLINS *Surf Surf No Peak Set_Of Set_Space Id Ext Purlin Space Space Space No 2 0 000 10 1 083 2 4 885 1 4 969 9 3 0 000 10 1 083 2 4 969 9 4 885 1 (25)PANELS /RF COLUMNS Wall Insulation RF_interior_Columns Panel Use Thick No Locate HHR 26 N 0 000 0 (26)WIND FRAMING SELECTION Order Of Selection Panel Diagonal Wind Wind Shear Bracing Bent Column N' N' N' N' (27)WALL BRACING Wind Brace No _Bay Specified Shear Type Specified Bays_FOr_Bracing 100 0 R 0 (28)WIND BENTS Member No *Wall No Ext Bay_Id Edge_Extend- Ext Type Depth Bay Bay_Id *Id Ext Id Start End Height Width Slope Left Right Mount 0 00 0 2 0 4 0 (29)WIND COLUMNS Member No Left/ (36)LOADS FOR EAVE EXTENSION, CANOPY FACIA, PARAPET AND ADJACENT BUILDING Type Depth Bay Bay_Id Right 0 00 0 *Ext Ext_Beam Facia /Parapet Facia /Parapet_Girt (30)WALL BRACING ATTACHMENT *Id Dead Collet Live Snow Press Suct Press Suct Press Suct No Attach Bay_Id No *Attach Id Start End Level Level_Height (37)BASIC LOADS 0 (31)EAVE EXTENSION (32)CANOPY 1 0 2 0 4 0 (35)ADJACENT BUILDING SHEET 191 of 263 *Wall No Ext Bay_Id Edge_Extend Ext *Id Ext Id Start End Height Width Slope Left Right Mount 1 0 2 0 4 0 (33)FACIA /PARAPET *Wall No. Ext Fac Bay_Id Attach_Beam -Facia /Parapet Edge_Extend Ext Id Ext Id Type St End Height Width Slope Elev Height Slope Left Right Mnt (C,E) (ft) (ft) 12 (ft) (ft) 12 (ft) (ft) (34)FACIA /PARAPET GIRTS *Ext Top Interior Back_Panel Angle *Id Type Rotate Type Rotate Part Rotate Spacing Deflection Wind Dead Collet Live Snow Basic Load Ratio Load Load Load Load Load Wind Snow Wind Seis Factor 2 5 8 0 16 0 25 0 22 4 1 00 1 00 1 00 1 00 HCI Steel Buildings, Inc. 4/2/2008 Job No 1 3869 Customer I CLALLAN BUILDERS AND Description 1 WESTPORT SHIPYARD INTERIOR HCI Si ttL BUILDING SYSTEMS. INC. (38)EDGE ZONE Zone Col/ Width Girt Panel Jamb 5 600 1 07 1 23 1 07 (39)BASIC LOADS AT SAVE *Seis Seis Seis Torsion_Forces *Dead Girt Load BWind Seismic 2 0 0 0000 0 86 0 00 0 00 (40)WIND PRESSURE /SUCTION Imedily I I Date 1 9/2/2008 Designed Byl DLB Checked BY I V91 Page 303 Of 526 Page 384 Of 526 HCI STEEL BUILDING SYSTEMS. INC. (43)COLUMN DESIGN LOADS Deflection 0 SHEET 192 of 263 (44)RAFTER DESIGN LOADS 1:1 1 Job No 1 3869 Customer' CLALLAN BUILDERS AND Descraptionl WESTPORT SHIPYARD INTERIOR I I I modify I I Date 1 4/2/2008 1 De igned By! DLB Checked By I V41 12 1 20 1 20 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 0 00 13 1 15 1 15 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 52 0 0 00 14 1 15 1 15 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 -0 52 0 0 00 15 1 1 5 1 1 5 0 0 0 0 7 5 0 0 0 0 0 0 0 0 0 000 000 000 000 052 0 000 16 115115000075 000 000 000 000 000 000 0 00 -0 52 0 000 17 0 40 0 00 0 00 0 00 0 00 0 00 0 00 D 00 0 00 0 00 0 00 1 00 0 0 00 18 0 40 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 0 00 19 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 1 00 20 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 2 1 00 Wind Wind *Load Rafter_Wind Brace Hind Long Column_Wind Aux_Load Press Suct *No Id Dead Coll Live Snow Left Right Left Right Wind Press Suct Seis Id Coef 19 6 -21 6 Column 19 6 -21 6 Girt /Header 19 6 -21 4 Jamb 24 2 26 2 Panel 33 6 -22 4 Parapet Girt *Load Rafter_Wind_1 Rafter_Wind_2 Long Aux_Load 33 6 22 4 Transv Bracing Facia /Parapet *No Id Dead Collet Live Snow Left Right Left Right Wind Seis Id Coef 31 1 1 00 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 (41)WIND COEFFICIENTS 2 1 00 1 00 0 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 Surf Rafter_Wind_1 Rafter_Wind 2 Bracing wind Long Surface 3 0 60 0 00 0 00 0 00 1 00 0 00 0 00 0 00 0 00 0 00 0 0 00 Id Left Right Left Right Left Right Wind Friction 4 0 60 0 00 0 00 0 00 0 00 1 00 0 00 0 00 0 00 0 00 0 0 00 1 0 00 0 00 0 00 0 00 0 61 -0 90 0 00 0 00 5 0 60 0 00 0 00 0 00 0 00 0 00 1 00 0 00 0 00 0 00 0 0 00 2 -1 17 -0 72 -0 81 -0 36 1 17 -0 72 1 17 0 00 6 0 60 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 00 0 00 0 0 00 3 -0 72 -1 17 -0 36 -0 81 -0 72 1 17 1 17 0 00 7 0 60 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 00 0 0 00 4 0 00 0 00 0 00 0 00 -0 90 0 61 0 00 0 00 8 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 70 0 0 00 9 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 70 0 0 00 (42)COLUMN DESIGN LOADS 10 1 00 1 00 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 52 0 0 00 11 1 00 1 00 0 75 0 00 0 00 0 00 0 00 0 00 0 00 -0 52 0 0 00 *Load Rafter_Wind Brace Wind Long Column Wind Aux_Load 12 1 00 1 00 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 52 0 0 00 *No Id Dead Coll Live Snow Left Right Left Right Wind Press Suct Seis Id Coef 13 1 00 1 00 0 00 0 75 0 00 0 00 0 00 0 00 0 00 -0 52 0 0 00 20 1 1 00 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 14 0 60 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 70 0 0 00 2 1 00 1 00 0 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 15 0 60 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 -0 70 0 0 00 3 1 00 1 00 0 75 0 00 0 75 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 0 00 16 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 1 00 4 1 00 1 00 0 75 0 00 0 00 0 75 0 00 0 75 0 00 0 00 0 00 0 00 0 0 00 17 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 2 1 00 5 1 00 1 00 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 75 0 00 0 0 00 18 1 00 1 00 0 00 0 50 0 00 0 00 0 00 0 00 0 00 0 00 5 1 00 6 1 00 1 00 0 00 0 75 0 75 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 0 00 19 1 00 1 00 0 00 0 50 0 00 0 00 0 00 0 00 0 00 0 00 6 1 00 7 1 00 1 00 0 00 0 75 0 00 0 75 0 00 0 75 0 00 0 00 0 00 0 00 0 0 00 20 1 00 1 00 0 00 0 50 0 00 0 00 0 00 0 00 0 00 0 00 7 1 00 8 1 00 1 00 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 75 0 00 0 0 00 21 1 00 1 00 0 00 0 50 0 00 0 00 0 00 0 00 0 00 0 00 8 1 00 9 0 60 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 00 1 00 0 00 0 00 0 0 00 22 1 00 1 00 0 00 0 50 0 00 0 00 0 00 0 00 0 00 0 00 3 1 00 10 0 60 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 00 1 00 0 00 0 0 00 23 1 00 1 00 0 00 0 50 0 00 0 00 0 00 0 00 0 00 0 00 4 1 00 11 1 20 1 20 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 0 00 24 1 00 1 00 0 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 3 1 00 HCI Steel Buildings, Inc. 4/2/2008 HCI STEEL BUILDING SYSTEMS. INC. (46)BRACING DESIGN LOADS Job Not 3869 Customer I CLALLAM BUILDERS AND Description1 WESTPORT SHIPYARD INTERIOR 6 E1PAT_SL 6 3 6 0 50 7 0 50 I modify I I Date 1 4/2/2008 Designed Byl DLB Checked By I V41 25 1 00 1 00 0 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 4 -1 00 26 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 5 1 28 27 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 6 1 28 28 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 7 1 28 29 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 8 1 28 30 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 9 1 00 31 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 10 1 00 5 E1PAT_SL 5 2 5 0 50 6 0 50 (50)GIRT STRAPS Page 385 Of 526 Page 386 Of 526 HCI STEEL BUILDING SYSTEMS INC. SHEET 193 of 263 Job No 1 3869 Customer' CLALLAM BUILDERS AND Description) WESTPORT SHIPYARD INTERIOR 8 0 50 7 E1PAT_SL 7 3 7 0 50 8 0 50 9 0 50 8 E1PAT_SL 8 2 9 0 50 10 0 50 (45)RAETER DESIGN LOADS Deflection 9 E1PAT_SL 9 4 5 0 64 7 0 64 *Load Rafter Wind_1 Rafter wind 2 Long Aux_Load 8 0 64 *No Id Dead Collet Live Snow Left Right Left Right Wind Seis Id Coef 10 0 64 0 10 E1PAT_SL10 2 6 0 64 9 0 64 Data Set_1 -Set_2 Set_3 -Set_4 *Opt Sets Strap Quan Strap Quan Strap Quan Strap Quan I modic 1 1 Date 1 4/2/2008 Designed By1 DLB Checked BY' V41 *Load Rafter Wind Brace Wind Long Column_Wind Aux_Load *No Id Dead Coll Live Snow Left Right Left Right Wind Press Suct Seis Id Coef 4 1 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 00 0 00 0 00 0 00 0 00 0 0 00 (48)ADDITIONAL LOADS 2 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 00 0 00 0 00 0 00 0 0 00 3 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 70 0 0 00 No Add Surf Basic Load FX FY Mom X Y Cono 4 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 -0 70 0 0 00 Add Id Id Load Type W1 W2 Co DL1 DL2 Unif 10 1 2 D -0 021 -0 021 0 17 0 00 50 69 2 3 D -0 021 -0 021 -0 17 0 00 50 69 (47)AUXILIARY LOADS 3 3 D -0 021 -0 021 -0 17 0 00 14 42 No Aux Aux No Add Add_Load 4 2 D -0 021 -0 021 0 17 36 27 50 69 Aux Id Name Combs Id Coef 5 2 D -0 021 -0 021 0 17 0 00 20 28 10 1 E1UNB_SL 1 3 1 0 30 6 2 D -0 021 -0 021 0 17 20 28 40 55 2 1 00 7 2 D -0 021 -0 021 0 17 40 55 50 69 3 0 60 8 3 D -0 021 -0 021 -0 17 0 00 10 14 9 3 D -0 021 -0 021 -0 17 10 14 30 41 2 E1UNB_SL 2 3 2 0 30 10 3 D -0 021 -0 021 -0 17 30 41 50 69 1 1 00 4 0 60 (49)GIRT LAPS 3 E1PAT_SL 3 1 5 0 50 Data Set_1 -Set_2 Set _3 4 E1PAT_SL 4 1 10 0 50 Opt Sets Left Right Quan Left Right Quan Left Right Quan 0 I! 1_ HCI Steel Buildings, Inc. 4/2/2008 HCI STEEL BUILDING SYSTEMS, INC. 0 C 1:1 Job No 3869 �CUStomer 1 CLALLAM BUILDERS AND Description) WESTPORT SHIPYARD INTERIOR (51)PANEL SCREWS No Screw Washer Screw Screw *Zone Zone Part Dia Dia Space Strength 1 BASE 1214112 0 210 0 500 12 000 1 900 Code file used was EW IBC 06 Version 3 0 STRUCTURAL CODE. Design Basis WS Hot Rolled Steel AISCO5 Cold Formed Steel NAUS01 BUILDING CODE Wind Code IBC Year 06 Seismic Zone D I mdifY 1 Date 1 4/2/2008 1 Designed By1 DLB 1 checked By 1 v41 Page 387 Of 526 Page 388 Of 526 Job No 1 3869 modify r(�. a:5 1 Customer I CLALLAM BUILDERS AND 1 Date 1 4/2/2008 IDescription 1 WESTPORT SHIPYARD INTERIOR 1 Designed By1 DLB HCI STEEL BUILDING SYSTEMS. INC. 1 Checked By1 V41 DESIGN ACTIONS /STRENGTH SHEET 194 of 263 6 3869 m6 Column Rafter Design 4/ 2/08 9 02am 6 Total. 910 92 Mem Load Axial(k Shear(k -Moment(f -k Id Id Calc Pn /sf Calc Vn /sf Calc Mn /sf 3869 Endwall Design Code 4/ 2/08 9 Olam Col 2 1 0 16 59 82 0 00 26 83 0 00 18 50 .6.... ..6. 6..... Col 2 2 0 16 59 82 0 00 26 83 0 00 18 50 Col 2 3 0 16 59 82 0 00 26 83 0 00 18 50 Col 2 4 0 16 59 82 0 00 26 83 0 00 18 50 Col -2 5 0 16 59 82 -2 61 26 83 10 72 18 50 Col -2 6 0 16 59 82 0 00 26 83 0 00 18 50 Col -2 7 0 16 59 82 0 00 26 83 0 00 18 50 Col -2 8 0 16 59 82 -2 61 26 83 10 72 18 50 Co1-2 9 0 10 59 82 3 16 26 83 -12 97 18 50 Col 2 10 0 10 59 82 -3 48 26 83 14 29 18 50 Col -2 11 0 20 59 82 0 00 26 83 0 00 18 50 Col -2 12 0 20 59 82 0 00 26 83 0 00 18 50 Col -2 13 0 19 59 82 0 00 26 83 0 00 18 50 MODULUS OF ELASTICITY Col -2 14 0 19 59 82 0 00 26 83 0 00 18 50 Hot Rolled Steel 29000 (ksi Col -2 15 0 19 59 82 0 00 26 83 0 00 18 50 Cold Formed Steel 29500 (ksi Col 2 16 0 19 59 82 0 00 26 83 0 00 18 50 Col -2 17 0 07 59 82 0 00 26 83 0 00 18 50 Col -2 18 0 07 59 82 0 00 26 83 0 00 18 50 _.6... .m... Col -2 19 0 16 59 82 0 00 26 83 0 00 18 50 3869 Column Rafter Design 4/ 2/08 9 Olam Col -2 20 0 16 59 82 0 00 26 83 0 00 18 50 Col -3 1 0 24 66 45 0 00 37 51 0 00 25 64 Col -3 2 0 24 66 45 0 00 37 51 0 00 25 64 Col -3 3 0 24 66 45 0 00 37 51 0 00 25 64 MEMBER SIZES Col -3 4 0 24 66 45 0 00 37 51 0 00 25 64 Member Member Member Web_Size- Flange_Size- Member Member Col 3 5 0 24 66 45 -3 20 37 51 15 78 25 64 Id Locate Size Depth Thick Width Thick Length Weight Col 3 6 0 24 66 45 0 00 37 51 0 00 25 64 Col -3 7 0 24 66 45 0 00 37 51 0 00 25 64 Col 1 0 7 Col -3 8 0 24 66 45 -3 20 37 51 15 78 25 64 Co1 2 20 0 W8x10 7 48 0 170 3 94 0 205 16 4 164 0 Col -3 9 0 14 66 45 3 87 37 51 19 09 25 64 Co1 -3 40 0 W10x12 9 45 0 190 3 96 0 210 19 7 236 8 Col 3 10 0 14 66 45 -4 26 37 51 21 04 25 64 Col -4 60 0 W10x12 9 45 0 190 3 96 0 210 19 7 236 8 Col -3 11 0 28 66 45 0 00 37 51 0 00 25 64 Col -5 80 0 W8x10 7 48 0 170 3 94 0 205 16 4 164 0 Co1 3 12 0 28 66 45 0 00 37 51 0 00 25 64 Col -6 99 3 Col -3 13 0 27 66 45 0 00 37 51 0 00 25 64 Col 3 14 0 27 66 45 0 00 37 51 0 00 25 64 HCI Steel Buildings, Inc. 4/2/2008 Page 389 Of 526 Page 390 Of 526 I Job No 1 3869 I modify 1 I Job No l 3869 I modify I Customer CLALLAM BUILDERS AND I Date 1 4/2/2008 y'yr' r Customer I CLALLAM BUILDERS AND I Date 1 9/2/2008 IDescaaption WESTPORT SHIPYARD INTERIOR l Designed Byl DLB Description) WESTPORT SHIPYARD INTERIOR I Designed Byl DLB HCI STEEL BUILDING HCI STEEL BUILDING SYSTEMS. INC. I Checked By i V41 SYSTEMS. INC. 3869 n 4/ 2/08 9 Olam Column Rafter Design tee= Col -3 15 0 27 66 45 0 00 37 51 0 00 25 64 Col -5 17 0 07 59 82 0 00 26 83 0 00 18 50 Col -3 16 0 27 66 45 0 00 37 51 0 00 25 64 Col -5 18 0 07 59 82 0 00 26 83 0 00 18 30 Col 3 17 0 09 66 45 0 00 37 51 0 00 25 64 Col 5 19 0 16 59 82 0 00 26 83 0 00 18 50 Col 3 18 0 09 66 45 0 00 37 51 0 00 25 64 Col 5 20 0 16 59 82 0 00 26 83 0 00 18 50 Col 3 19 0 24 66 45 0 00 37 51 0 00 25 64 Col 3 20 0 24 66 45 0 00 37 51 0 00 25 64 Col -4 1 0 24 66 45 0 00 37 51 0 00 25 64 STRESS RATIO• Col -4 2 0 24 66 45 0 00 37 51 0 00 25 64 Col -4 3 0 24 66 45 0 00 37 51 0 00 25 64 Mem Load Col -4 4 0 24 66 45 0 00 37 51 0 00 25 64 Id Id Axial Shear Moment Axl+Mom Shr+Mom Max_UC Col -4 5 0 24 66 45 -3 20 37 51 15 78 25 64 Col -4 6 0 24 66 45 0 00 37 51 0 00 25 64 Col -2 1 0 00 0 00 0 00 0 00 0 00 Col -4 7 0 24 66 45 0 00 37 51 0 00 25 64 Col -2 2 0 00 0 00 0 00 0 00 0 00 Col 4 8 0 24 66 45 -3 20 37 51 15 78 25 64 Col -2 3 0 00 0 00 0 00 0 00 0 00 Col -4 9 0 14 66 45 3 87 37 51 -19 09 25 64 Col 2 4 0 00 0 00 0 DO 0 00 0 00 Col -4 10 0 14 66 45 -4 26 37 51 21 04 25 64 Col 2 5 0 00 0 10 0 58 0 58 0 58 Col -4 11 0 28 66 45 0 00 37 51 0 00 25 64 Co1-2 6 0 00 0 00 0 00 0 00 0 00 Col -4 12 0 28 66 45 0 00 37 51 0 00 25 64 Col -2 7 0 00 0 00 0 00 0 00 0 00 Col -4 13 0 27 66 45 0 00 37 51 0 00 25 64 Col -2 8 0 00 0 10 0 58 0 58 0 58 Col -4 14 0 27 66 45 0 00 37 51 0 00 25 64 Col 2 9 0 00 0 12 0 70 0 70 0 70 Col -4 15 0 27 66 45 0 00 37 51 0 00 25 64 Col -2 10 0 00 0 13 0 77 0 77 0 77 Col -4 16 0 27 66 45 0 00 37 51 0 00 25 64 Co1-2 11 0 00 0 00 0 00 0 00 0 00 Col -4 17 0 09 66 45 0 00 37 51 0 00 25 64 Col -2 12 0 00 0 00 0 00 0 00 0 00 Col -4 18 0 09 66 45 0 00 37 51 0 00 25 64 Col 2 13 0 00 0 00 0 00 0 00 0 00 Col -4 19 0 24 66 45 0 00 37 51 0 00 25 64 Col 2 14 0 00 0 00 0 00 0 00 0 00 Col -4 20 0 24 66 45 0 00 37 51 0 00 25 64 Col -2 15 0 00 0 00 0 00 0 00 0 00 Col 5 1 0 16 59 82 0 00 26 83 0 00 18 50 Col -2 16 0 00 0 00 0 00 0 00 0 00 Col -5 2 0 16 59 82 0 00 26 83 0 00 18 50 Col 2 17 0 00 0 00 0 00 0 00 0 00 Col -5 3 0 16 59 82 0 00 26 83 0 00 18 50 Col 2 18 0 00 0 00 0 00 0 00 0 00 Col -5 4 0 16 59 82 0 00 26 83 0 00 18 50 Col -2 19 0 00 0 00 0 00 0 00 0 00 Col -5 5 0 16 59 82 2 61 26 83 10 72 18 50 Col 20 0 00 0 00 0 00 0 00 0 00 Col -5 6 0 16 59 82 0 00 26 83 0 00 18 50 Col -3 1 0 00 0 00 0 00 0 00 0 00 Col -5 7 0 16 59 82 0 00 26 83 0 00 18 50 Col 3 2 0 00 0 00 0 00 0 00 0 00 Co1-5 8 0 16 59 82 -2 61 26 83 10 72 18 50 Col 3 3 0 00 0 00 0 00 0 00 0 00 Col -5 9 0 10 59 82 3 16 26 83 -12 97 18 50 Col -3 4 0 00 0 00 0 00 0 00 0 00 Col -5 10 0 10 59 82 -3 48 26 83 14 29 18 50 Col 3 5 0 00 0 09 0 62 0 62 0 62 Col -5 11 0 20 59 82 0 00 26 83 0 00 18 50 Col -3 6 0 00 0 00 0 00 0 00 0 00 Col -5 12 0 20 59 82 0 00 26 83 0 00 18 50 Col -3 7 0 00 0 00 0 00 0 00 0 00 Col -5 13 0 19 59 82 0 00 26 83 0 00 18 50 Col -3 8 0 00 0 09 0 62 0 62 0 62 Col -5 14 0 19 59 82 0 00 26 83 0 00 18 50 Col 3 9 0 00 0 10 0 74 0 75 0 75 Col 5 15 0 19 59 82 0 00 26 83 0 00 18 50 Col 3 10 0 00 0 11 0 82 0 82 0 82 Co1-5 16 0 19 59 82 0 00 26 83 0 00 18 50 Col 3 11 0 00 0 00 0 00 0 00 0 00 SHEET 195 of 263 1 Che cked BYI V41 3869 Column Rafter Design 4/ 2/08 9 Olam HCI Steel Buildings, Inc. 4/2/2008 Job No 1 3869 1 modify I Customer' CLALLAM BUILDERS AND I Data 1:1 I 4/2/2008 I Q.•I I._ Description' W ESTPORT S HIPYARD INTERIOR Designed BI! DLB HCI SItkL BUILDING SYSTEMS. INC. 1 Checked BYI V41 c =m =6 x6 3869 Column Rafter Design 4/ 2/089 Olam Col 3 12 0 00 0 00 0 00 0 00 0 00 Col 3 13 0 00 0 00 0 00 0 00 0 00 Col -3 14 0 00 0 00 0 00 0 00 0 00 Col -3 15 0 00 0 00 0 00 0 00 0 00 Col 3 16 0 00 0 00 0 00 0 00 0 00 Col -3 17 0 00 0 00 0 00 0 00 0 00 Col 3 18 0 00 0 00 0 00 0 00 0 00 Col 3 19 0 00 0 00 0 00 0 00 0 00 Col -3 20 0 00 0 00 0 00 0 00 0 00 Col -4 1 0 00 0 00 0 00 0 00 0 00 Col -4 2 0 00 0 00 0 00 0 00 0 00 Col 4 3 0 00 0 00 0 00 0 00 0 00 Col -4 4 0 00 0 00 0 00 0 00 0 00 Col -4 5 0 00 0 09 0 62 0 62 0 62 Col -4 6 0 00 0 00 0 00 0 00 0 00 Col -4 7 0 00 0 00 0 00 0 00 0 00 Col -4 8 0 00 0 09 0 62 0 62 0 62 Col-4 9 0 00 0 10 0 74 0 75 0 75 Col -4 10 0 00 0 11 0 82 0 82 0 82 Col -4 11 0 00 0 00 0 00 0 00 0 00 Col -4 12 0 00 0 00 0 00 0 00 0 00 Col -4 13 0 00 0 00 0 00 0 00 0 00 Col -4 14 0 00 0 00 0 00 0 00 0 00 Col -4 15 0 00 0 00 0 00 0 00 0 00 Col -4 16 0 00 0 00 0 00 0 00 0 00 Col -4 17 0 00 0 00 0 00 0 00 0 00 Col -4 18 0 00 0 00 0 00 0 00 0 00 Col -4 19 0 00 0 00 0 00 0 00 0 00 Col -4 20 0 00 0 00 0 00 0 00 0 00 Col -5 1 0 00 0 00 0 00 0 00 0 00 Col -5 2 0 00 0 00 0 00 0 00 0 00 Col -5 3 0 00 0 00 0 00 0 00 0 00 Col -5 4 0 00 0 00 0 00 0 00 0 00 Col -5 5 0 00 0 10 0 58 0 58 0 58 Col 5 6 0 00 0 00 0 00 0 00 0 00 Col -5 7 0 00 0 00 0 00 0 00 0 00 Col -5 8 0 00 0 10 0 58 0 58 0 58 Col -5 9 0 00 0 12 0 70 0 70 0 70 Col -5 10 0 00 0 13 0 77 0 77 0 77 Col 5 11 0 00 0 00 0 00 0 00 0 00 Col -5 12 0 00 0 00 0 00 0 00 0 00 Col 5 13 0 00 0 00 0 00 0 00 0 00 Page 391 Of 526 Page 392 Of 526 SHEET 196 of 263 COLUMN REACTIONS HCI STEEL BUILDING SYSTEMS, INC. Job No' 3869 Customer' CLALLAN BUILDERS AND Description' WESTPORT SHIPYARD INTERIOR 3869 Column 6 Rafter Design II1Q COI 5 14 00 0 00 0 00 0 00 m===== Col -5 15 0 00 0 00 0 00 0 00 Col -5 16 0 00 0 00 0 00 0 00 Col -5 17 0 00 0 00 0 00 0 00 Col -5 18 0 00 0 00 0 00 0 00 Col -5 19 0 00 0 00 0 00 0 00 Col -5 20 0 00 0 00 0 00 0 00 Mem Load Reaction(k Id Id Horz(0P) Vert Horz(IP) Col -2 1 0 00 0 16 0 00 Col -2 2 0 00 0 16 0 00 Col 2 3 0 00 0 16 0 00 Col -2 4 0 00 0 16 0 00 Col -2 5 2 61 0 16 0 00 Col 2 6 0 00 0 16 0 00 Col -2 7 0 00 0 16 0 00 Col 2 8 2 61 0 16 0 00 Col 2 9 -3 16 0 10 0 00 Col -2 10 3 48 0 10 0 00 Col -2 11 0 00 0 20 0 00 Col -2 12 0 00 0 20 0 0D Col 2 13 0 00 0 19 0 00 Col -2 14 0 00 0 19 0 00 Col 2 15 0 00 0 19 0 00 Col 2 16 0 00 0 19 0 00 Col -2 17 0 00 0 07 0 00 Col -2 18 0 00 0 07 0 00 Col 2 19 0 00 0 16 0 00 Col 2 20 0 00 0 16 0 00 Col 3 1 0 00 0 24 0 00 Col -3 2 0 00 0 24 0 00 Col -3 3 0 00 0 24 0 00 Col -3 4 0 00 0 24 0 00 Col -3 5 3 20 0 24 0 00 Col 3 6 0 00 0 24 0 00 Col -3 7 0 00 0 24 0 00 Col 3 8 3 20 0 24 0 00 modify I Date 1 4/2/2008 I Designed Ely1 DLB I Checked By V41 G6 4/ 2/08 9 Olam 0 00 0 00 0 00 0 00 0 00 0 00 0 00 HCI Steel Buildings, Inc. 4/2/2008 HCI STEEL BUILDING SYSTEMS, INC. Job No 1 3869 modify I C Custmer CLALLAM BUILDERS AND I Date 1 4/2/2008 Descr iption! WESTPORT SHIPYARD INTERIOR I Designed B DLB I 1 I Checked BY I V41 3 869 =63p.=== Column 6 Rafter Design Col-3 9 -3 87 06 T �om 14 o 0 00 Col 3 10 4 26 0 14 0 00 Col 3 11 0 00 0 28 0 00 Col 3 12 0 00 0 28 0 00 Col 3 13 0 00 0 27 0 00 Col 3 14 0 00 0 27 0 00 Col 3 15 0 00 0 27 0 00 Col 3 16 0 00 0 27 0 00 Col 3 17 0 00 0 09 0 00 Col 3 18 0 00 0 09 0 00 Col 3 19 0 00 0 24 0 00 Col 3 20 0 00 0 24 0 00 Col -4 1 0 00 0 24 0 00 Col -4 2 0 00 0 24 0 00 Col -4 3 0 00 0 24 0 00 Col -4 4 0 00 0 24 0 00 Col -4 5 3 20 0 24 0 00 Col 4 6 0 00 0 24 0 00 Col -4 7 0 00 0 24 0 00 Col -4 8 3 20 0 24 0 00 Col -4 9 -3 87 0 14 0 00 Col -4 10 4 26 0 14 0 00 Col -4 11 0 00 0 20 0 00 Col -4 12 0 00 0 28 0 00 Col -4 13 0 00 0 27 0 00 Col -4 14 0 00 0 27 0 00 Col -4 15 0 00 0 27 0 00 Col -4 16 0 00 0 27 0 00 Col -4 17 0 00 0 09 0 00 Col -4 18 0 00 0 09 0 00 Col -4 19 0 00 0 24 0 00 Col -4 20 0 00 0 24 0 00 Col -5 1 0 00 0 16 0 00 Col -5 2 0 00. 0 16 0 00 Col -5 3 0 00 0 16 0 00 Col 5 4 0 00 0 16 0 00 Col-5 5 2 61 0 16 0 00 Col -5 6 0 00 0 16 0 00 Col -5 7 0 00 0 16 0 00 Col -5 8 2 61 0 16 0 00 Col -5 9 -3 16 0 10 0 00 Col -5 10 3 48 0 10 0 00 Page 393 Of 526 Page 394 Of 526 Job No 1 3869 Customer I CLALLAM BUILDERS AND Description! WESTPORT SHIPYARD INTERIOR HCI STEEL BUILDING SYSTEMS INC. SHEET 197 of 263 4/ 2/08 9 Olam 3869 Column 6 Rafter Design 4/ 2/08 9 Olam Y. Col -5 11 0 00 0 20 0 00 Col -5 12 0 00 0 20 0 00 Col -5 13 0 00 0 19 0 00 Col -5 14 0 00 0 19 0 00 Col -5 15 0 00 0 19 0 00 Col -5 16 0 00 0 19 0 00 Col -5 17 0 00 0 07 0 00 Col -5 18 0 00 0 07 0 00 Col -5 19 0 00 0 16 0 00 Col -5 20 0 00 0 16 0 00 COLUMN MEMBER DEFLECTIONS Hem Load Deflection(in) Id Id Calc Allow Col -2 1 0 00 1 64 Col -2 2 0 00 1 64 Col -2 3 0 00 1 64 Col -2 4 0 00 1 64 Col -2 5 0 58 1 64 Col -2 6 0 00 1 64 Col -2 7 0 00 1 64 Col -2 8 0 58 1 64 Col 2 9 -0 70 1 64 Col 2 10 0 77 1 64 Col 2 11 0 00 1 64 Col 2 12 0 00 1 64 Col -2 13 0 00 1 64 Col -2 14 0 00 1 64 Col 2 15 0 00 1 64 Col -2 16 0 00 1 64 Col -2 17 0 00 1 64 Col -2 18 0 00 1 64 Col -2 19 0 00 1 64 Col 2 20 0 00 1 64 Col 3 1 0 00 1 97 Col 3 2 0 00 1 97 Col -3 3 0 00 1 97 Col -3 4 0 00 1 97 Col -3 5 0 71 1 97 I modify I Date 1 4/2/2008 Designed By! DL8 I Checked BY! V41 HCI Steel buildings Inc 4/2/2008 HCI STEEL BUILDING SYSTEMS. INC. I Job No 1 3869 I Customer! CLALLAM BUILDERS AND Descr.Ptionl WESTPORT SHIPYARD INTERIOR 4/ 2/08 9 Olam 3869 Column Rafter Design 4/ 2/08 9 Olam 3869 Column Rafter Design Col-3 6 0 00 1 97 Col -3 7 0 00 1 97 Col 3 8 0 71 1 97 Col 3 9 -0 86 1 97 Col 3 10 0 95 1 97 Col 3 11 0 00 1 97 Col 3 12 0 00 1 97 Col -3 13 0 00 1 97 Col -3 14 0 00 1 97 Col 3 15 0 00 1 97 Col 3 16 0 00 1 97 Col 3 17 0 00 1 97 Col 3 18 0 00 1 97 Col -3 19 0 00 1 97 Col 3 20 0 00 1 97 I modify I I Date 1 4/2/2008 I De maned Hy1 DLB I Checked BY' V41 Page 395 Of 526 Page 396 Of 526 Job No 1 3869 1 modify I Customer' CLALLAM BUILDERS AND I Date 1 9/2/2008 Description' Designed DLB P I NESTPOAT SHIPYARD INTERIOR 9 HCI STEEL BUILDING SYSTEMS, INC. I Checked 8 Y1 V41 Co1-5 8 0 58 1 64 Col -5 9 -0 70 1 64 Col -5 10 0 77 1 64 Col -5 11 0 00 1 64 Col -5 12 0 00 1 64 Col -5 13 0 00 1 64 Col -5 14 0 00 1 64 Col -5 15 0 00 1 64 Col -5 16 0 00 1 64 Col -5 17 0 00 1 64 Col -5 18 0 00 1 64 Col -5 19 0 00 1 64 Col -5 20 0 00 1 64 Col -4 1 0 00 1 97 °m °s Col -4 2 0 00 1 97 Col -4 3 0 00 1 97 Col -4 4 0 00 1 97 Col -4 5 0 71 1 97 Col -4 6 0 00 1 97 Col-4 7 0 00 1 97 Mem Column Brace At Col-4 8 0 71 1 97 Id Side Part Girt_Id Col -4 9 -0 86 1 97 Col-4 10 0 95 1 97 Col -4 11 0 00 1 97 C ol-4 12 0 00 1 97 m Col -4 13 0 00 1 97 3869 Column Actions Unbraced Lengths 4/ 2/08 9 Olam Col -4 14 0 00 1 97 -..o e Col -4 15 0 00 1 97 Col -4 16 0 00 1 97 LOAD COMBINATION 1 DL +CL +LL Col -4 17 0 00 1 97 Col -4 18 0 00 1 97 Col -4 19 0 00 1 97 -Unbraced_Length--- Col-4 20 0 00 1 97 Actions Major Minor Minor Col -5 1 0 00 1 64 Col Base Axial Shear Moment Axial Axial Bend Max Col 5 2 0 00 1 64 Id Offset k k f -k It ft ft KL /r Col -5 3 0 00 1 64 Col-5 4 0 00 1 64 2 0 00 0 16 0 00 0 00 16 4 4 0 4 0 61 Col -5 5 0 58 1 64 2 8 20 0 16 0 00 0 00 16 4 5 0 5 0 71 C01-5 6 0 00 1 64 2 16 40 0 00 0 00 0 00 16 4 0 4 0 4 61 Co1-5 7 0 00 1 64 3 0 00 0 24 0 00 0 00 19 7 4 0 4 0 61 SHEET 198 of 263 3869 Column Flange Brace Report 4/ 2/08 9 Olam COLUMN FLANGE BRACES HCI Steel buildings, Inc. 4/2/2008 Job No 1 3869 Customer I CLALLAM BUILDERS AND Descriptio I WESTPORT SHIPYARD INTERIOR HCI STEEL BUILDING 1 SYSTEMS. INC. =3869 a a= Column Actions Unbraced Lengths I m°dirY Date 1 9/2/2008 I Designed ByI DLB Checked By 1 V41 Page 397 Of 526 HCI STEEL BUILDING SYSTEMS. INC. LOAD COMBINATION 8 3 DL +CL +0 75LL +0 75{911 +0 75WL2 LOAD COMBINATION 6 5 DL +CL+0 75LL +0 75WS SHEET 199 of 263 Job No 1 3869 I modify 1 Customer I CLALLAM BUILDERS AND I Date 1 9/2/2008 Description 1 WESTPORT SHIPYARD INTERIOR I Designed ByI DLB I I I Checked BPI V91 4/ 2/08 9 Olam 3869 Column Actions Unbraced Lengths 4/ 2/08 9 Olam 3 9 87 0 24 0 00 0 00 19 7 5 0 5 0 76 3 9 87 0 24 0 00 0 00 19 7 5 0 5 0 76 3 19 74 0 00 0 00 0 00 19 7 3 7 3 7 61 3 19 79 0 00 0 00 0 00 19 7 3 7 3 7 61 4 0 00 0 24 0 00 0 00 19 7 4 0 4 0 61 4 0 00 0 24 0 00 0 00 19 7 4 0 4 0 61 4 987 024 000 000 197 50 50 76 4 987 024 000 000 197 50 50 76 4 19 74 0 00 0 00 0 00 19 7 3 7 3 7 61 4 19 74 0 00 0 00 0 00 19 7 3 7 3 7 61 5 0 00 0 16 0 00 0 00 16 4 4 0 4 0 61 5 0 00 0 16 0 00 0 00 16 4 4 0 4 0 61 5 8 20 0 16 0 00 0 00 16 4 5 0 5 0 71 5 8 20 0 16 0 00 0 00 16 4 5 0 5 0 71 5 16 40 0 00 0 00 0 00 16 4 0 4 0 4 61 5 16 40 0 00 0 00 0 00 16 4 0 4 0 4 61 LOAD COMBINATION 9 2 DL +CL +SL LOAD COMBINATION 9 4 DL +CL +0 75LL +0 75W51 +0 75WR2 Unbraced_Length ---Unbraced_Length--- Actions- Major Minor Minor Actions Major Minor Minor Col Base Axial Shear Moment Axial Axial Bend Max Col Base Axial Shear Moment Axial Axial Bend Max Id Offset k k f -k ft ft ft KL /r Id Offset k k f -k ft ft ft KL /r 2 0 00 0 16 0 00 0 00 16 4 4 0 4 0 61 2 0 00 0 16 0 00 0 00 16 4 4 0 4 0 61 2 8 20 0 16 0 00 0 00 16 4 5 0 5 0 71 2 8 20 0 16 0 00 0 00 16 4 5 0 5 0 71 2 16 40 0 00 0 00 0 00 16 4 0 4 0 4 61 2 16 40 0 00 0 00 0 00 16 4 0 4 0 4 61 3 000 024 000 000 197 4 0 4 0 61 3 000 024 000 000 197 40 40 61 3 9 87 0 24 0 00 0 00 19 7 5 0 5 0 76 3 9 87 0 24 0 00 0 00 19 7 5 0 5 0 76 3 19 74 0 00 0 00 0 00 19 7 3 7 3 7 61 3 19 74 0 00 0 00 0 00 19 7 3 7 3 7 61 4 0 00 0 24 0 00 0 00 19 7 4 0 4 0 61 9 0 00 0 24 0 00 0 00 19 7 4 0 4 0 61 4 9 87 0 24 0 00 0 00 19 7 5 0 5 0 76 4 9 87 0 24 0 00 0 00 19 7 5 0 5 0 76 4 19 74 0 00 0 00 0 00 19 7 3 7 3 7 61 4 19 74 0 00 0 00 0 00 19 7 3 7 3 7 61 5 0 00 0 16 0 00 0 00 16 4 4 0 4 0 61 5 0 00 0 16 0 00 0 00 16 4 4 0 4 0 61 5 8 20 0 16 0 00 0 00 16 4 5 0 5 0 71 5 8 20 0 16 0 00 0 00 16 4 5 0 5 0 71 5 16 40 0 00 0 00 0 00 16 4 0 4 0 4 61 5 16 40 0 00 0 00 0 00 16 4 0 4 0 4 61 Unbraced_Length --Unbraced_Length Actions---- Major Minor Minor Actions Major Minor Minor Col Base Axial Shear Moment Axial Axial Bend Max Col Base Axial Shear Moment Axial Axial Bend Max Id Offset k k f -k ft ft ft KL /r Id Offset k k f -k ft ft ft KL /r 2 0 00 0 16 0 00 0 00 16 4 4 0 4 0 61 2 0 00 0 16 -2 61 0 00 16 4 4 0 4 0 61 2 8 20 016 000 000 164 50 50 71 2 .820 016 000 1072 164 50 50 71 2 16 40 0 00 0 00 0 00 16 4 0 4 0 4 61 2 16 40 0 00 2 61 0 00 16 4 0 4 0 4 61 3 0 00 0 24 0 00 0 00 19 7 4 0 4 0 61 3 0 00 0 24 3 20 0 00 19 7 4 0 4 0 61 Page 398 Of 526 HCI STEEL BUILDING SYSTEMS, INC. HCI Steel buildings, Inc. 4/2/2008 1 Job No l 3869 1 modify C 1 Customer I CLALLAM BUILDERS AND I Date 1 4/2/2008 Description) WESTPORT SHIPYARD INTERIOR l Designed Byl DLB 1 I Checked By" V41 ==v 6 a 3869 -33 Column Actions Unbraced Lengths 4/ 2/08 9 Olam H L yv 9 87 0 24 0 00 3 15 78 19 7 5 0 5 0 76 3 19 74 0 00 3 20 0 00 19 7 3 7 3 7 61 4 0 00 0 24 3 20 0 00 19 7 4 0 4 0 61 4 9 87 0 24 0 00 15 78 19 7 5 0 5 0 76 4 19 74 0 00 3 20 0 00 19 7 3 7 3 7 61 5 000 016 261 0 00 164 40 4 0 61 5 8 20 0 16 0 00 10 72 16 4 5 0 5 0 71 5 16 40 0 00 2 61 0 00 16 4 0 4 0 4 61 Page 399 Of 526 Page 400 Of 526 MCI STEEL BUILDING ..1S, INC. Job Nol 3869 1 modify 1 Customer' CLALLAM BUILDERS AND I Date 1 4/2/2008 De8cription1 WESTPORT SHIPYARD INTERIOR I De igned Byl DLB l 1 Checked By l v41 3869 Column Actions Unbraced Lengths 3 9 87 3 19 74 4 0 00 4 9 87 4 19 74 5 0 00 5 8 20 5 16 40 LOAD COMBINATION 6 6 DL +CL +0 75SL +0 75WL1 +0 75W12 LOAD COMBINATION 8 8 DL +CL +0 75SL +0 75WS 4/ 2/08 9 Olam O 24 0 00 0 00 19 7 5 0 5 0 76 O 00 0 00 0 00 19 7 3 7 3 7 61 O 24 0 00 0 00 19 7 4 0 4 0 61 0 24 0 00 0 00 19 7 5 0 5 0 76 O 00 0 00 0 00 19 7 3 7 3 7 61 0 16 0 00 0 00 16 4 4 0 4 0 61 O 16 0 00 0 00 16 4 5 0 5 0 71 O 00 0 00 0 00 16 4 0 4 0 4 61 Unbraced_Length Unbraced_Length Actions Major Minor Minor Actions Major Minor Minor Col Base Axial Shear Moment Axial Axial Bend Max Col Base Axial Shear Moment Axial Axial Bend Max Id Offset Y. k f -k ft ft ft KL /r Id Offset k k f -k ft ft ft KL /r 2 0 00 0 16 0 00 0 00 16 4 4 0 4 0 61 2 0 00 0 16 2 61 0 00 16 4 4 0 4 0 61 2 8 20 0 16 0 00 0 00 16 4 5 0 5 0 71 2 8 20 0 16 0 00 10 72 16 4 5 0 5 0 71 2 16 40 0 00 0 00 0 00 16 4 0 4 0 4 61 2 16 40 0 00 2 61 0 00 16 4 0 4 0 4 61 3 0 00 0 24 0 00 0 00 19 7 4 0 4 0 61 3 0 00 0 24 -3 20 0 00 19 7 4 0 4 0 61 3 9 87 0 24 0 00 0 00 19 7 5 0 5 0 76 3 9 87 0 24 0 00 15 78 19 7 5 0 5 0 76 3 19 74 0 00 0 00 0 00 19 7 3 7 3 7 61 3 19 74 0 00 3 20 0 00 19 7 3 7 3 7 61 4 0 00 0 24 0 00 0 00 19 7 4 0 4 0 61 4 0 00 0 24 3 20 0 00 19 7 4 0 4 0 61 4 9 87 0 24 0 00 0 00 19 7 5 0 5 0 76 4 9 87 0 24 0 00 15 78 19 7 5 0 5 0 76 4 19 74 0 00 0 00 0 00 19 7 3 7 3 7 61 4 19 74 0 00 3 20 0 00 19 7 3 7 3 7 61 5 0 00 0 16 0 00 0 00 16 4 4 0 4 0 61 5 0 00 0 16 -2 61 0 00 16 4 4 0 4 0 61 5 8 20 0 16 0 00 0 00 16 4 5 0 5 0 71 5 8 20 0 16 0 00 10 72 16 4 5 0 5 0 71 5 16 40 0 00 0 00 0 00 16 4 0 4 0 4 61 5 16 40 0 00 2 61 0 00 16 4 0 4 0 4 61 LOAD COMBINATION B 7 DL +CL+O 75SL +0 75WR1 +0 75WA2 LOAD COMBINATION 6 9 0 6DL +WP +LW1 Unbraced_Length Unbraced Length Actions Major Minor Minor Actions Major Minor Minor Col Base Axial Shear Moment Axial Axial Bend Max Col Base Axial Shear Moment Axial Axial Bend Max Id Offset k k f -k ft ft ft KL /r Id Offset k k f -k ft ft ft KL /r 2 0 00 0 16 0 00 0 00 16 4 4 0 4 0 61 2 0 00 0 10 3 16 0 00 16 4 4 0 4 0 61 2 8 20 0 16 0 00 0 00 16 4 5 0 5 0 71 2 8 20 0 10 0 00 -12 97 16 4 5 0 5 0 71 2 16 40 0 00 0 00 0 00 16 4 0 4 0 4 61 2 16 40 0 00 3 16 0 00 16 4 0 4 0 4 61 3 0 00 0 24 0 00 0 00 19 7 4 0 4 0 61 3 0 00 0 14 3 87 0 00 19 7 4 0 4 0 61 SHEET 200 of 263 HCI Steel Buildings, Inc. 42/2008 Page 401 Of 526 Page 402 Of 526 Job No 1 3869 modify I Job No 3869 l modify Customer' CLALLAM BUILDERS AND Date n.d 4/2/2008 "I�+r:� customer' CLALLAM BUILDERS AND I Date 1 4/2/2008 Description' WESTPORT SHIPYARD YNTERIOR Designed +I DLB Description' WESTPORT SHIPYARD INTERIOR Designed Byl DLB I chested BY I V41 HCI SIt L BUILDING 1 I Checked By I V41 3869 Column Actions 6 Unbraced Lengths 4/ 2/08 9 Olam 3869 Column Actions 6 Unbraced Lengths 4/ 2/08 9 Olam O 14 0 00 -19 09 19 7 5 0 5 0 76 3 9 87 O 00 -3 87 0 00 19 7 3 7 3 7 61 3 19 74 0 14 3 87 0 00 19 7 4 0 4 0 61 4 0 00 0 14 0 00 19 09 19 7 5 0 5 0 76 4 9 87 O 00 3 87 0 00 19 7 3 7 3 7 61 4 19 74 O 10 3 16 0 00 16 4 4 0 4 0 61 5 0 00 O 10 0 00 12 97 16 4 5 0 5 0 71 5 8 20 0 00 3 16 0 00 16 4 0 4 0 4 61 5 16 40 MCI STEEL BUILDING SYSTEMS. INC. 3 9 87 3 19 74 4 0 00 4 9 87 4 19 74 5 0 00 5 8 20 5 16 40 SYSTEMS. INC. LOAD COMBINATION 810 0 6DL +wS +LW1 LOAD COMBINATION 812 1 20L +1 2CL -1 OSeis SHEET 201 of 263 O 28 0 00 0 00 19 7 5 0 5 0 76 0 00 0 00 0 00 19 7 3 7 3 7 61 O 28 0 00 0 00 19 7 4 0 4 0 61 O 28 0 00 0 00 19 7 5 0 5 0 76 O 00 0 00 0 00 19 7 3 7 3 7 61 0 20 0 00 0 00 16 4 4 0 4 0 61 O 20 0 00 0 00 16 4 5 0 5 0 71 0 00 0 00 0 00 16 4 0 4 0 4 61 Unbraced_Length Unbraced_Length Actions Major Minor Minor Actions Major Minor Minor Col Base Axial Shear Moment Axial Axial Bend Max Col Base Axial Shear Moment Axial Axial Bend Max Id Offset k k f -k ft ft ft KL /r Id Offset k k f -k ft ft It KL /r 2 0 00 0 10 -3 48 0 00 16 4 4 0 4 0 61 2 0 00 0 20 0 00 0 00 16 4 4 0 4 0 61 2 820 010 000 1429 164 50 50 71 2 820 020 000 000 164 5 50 71 2 16 40 0 00 3 48 0 00 16 4 0 4 0 4 61 2 16 40 0 00 0 00 0 00 16 4 0 4 0 4 61 3 0 00 0 14 -4 26 0 00 19 7 4 0 4 0 61 3 0 00 0 28 0 00 0 00 19 7 4 0 4 0 61 3 9 87 0 14 0 00 21 04 19 7 5 0 5 0 76 3 9 87 0 28 0 00 0 00 19 7 5 0 5 0 76 3 19 79 0 00 9 26 0 00 19 7 3 7 3 7 61 3 19 74 0 00 0 DO 0 00 19 7 3 7 3 7 61 4 0 00 0 14 -4 26 0 00 19 7 4 0 4 0 61 4 0 00 0 28 0 00 0 00 19 7 4 0 4 0 61 4 9 87 0 14 0 00 21 04 19 7 5 0 5 0 76 4 9 87 0 28 0 00 0 00 19 7 5 0 5 0 76 4 19 74 0 00 4 26 0 00 19 7 3 7 3 7 61 4 19 74 0 00 0 00 0 00 19 7 3 7 3 7 61 5 0 00 0 10 -3 48 0 00 16 4 4 0 4 0 61 5 0 00 0 20 0 00 0 00 16 9 9 0 9 0 61 5 8 20 0 10 0 00 14 29 16 4 5 0 5 0 71 5 8 20 0 20 0 00 0 00 16 4 5 0 5 0 71 5 16 40 0 00 3 48 0 00 16 4 0 4 0 4 61 5 16 40 0 00 0 00 0 00 16 4 0 4 0 4 61 LOAD COMBINATION 011 1 2DL+1 2CL +Seis LOAD COMBINATION 613 1 15DL +1 15CL+0 751,1+0 52Seis Unbraced_Length Unbraced_Length Actions Major Minor Minor Actions Major Minor Minor Col Base Axial Shear Moment Axial Axial Bend Max Col Base Axial Shear Moment Axial Axial Bend Max Id Offset k k f -k ft ft ft KL /r Id Offset k k f k ft ft ft KL /r 2 0 00 0 20 0 00 0 00 16 4 4 0 4 0 61 2 0 00 0 19 0 00 0 00 16 4 4 0 4 0 61 2 8 20 0.20 0 00 0 00 16 4 5 0 5 0 71 2 8 20 0 19 0 00 0 00 16 4 5 0 5 0 71 2 16 40 0 00 0 00 0 00 16 4 0 4 0 4 61 2 16 40 0 00 0 00 0 00 16 4 0 4 0 4 61 3 0 00 0 28 0 00 0 00 19 7 4 0 4 0 61 3 0 00 0 27 0 00 0 00 19 7 4 0 4 0 61 HCI Steel Buildings, Inc 4/2/2008 1:1 1 Job No 1 3869 I modify I 1 Customer I CLALLAM BUILDERS AND I Date 1 4/2/2008 I Description1 NESTPORT SHIPYARD INTERIOR 'Designed By4 DLB IIII I I Checked By I V41 3869 Column Actions Unbraced Lengths 4/ 2/08 9 Olam HCI STEEL BUILDING SYSTEMS, INC. 3 9 87 3 19 74 4 0 00 4 9 87 4 19 74 5 0 00 5 8 20 5 16 40 027 000 000 197 50 50 76 0 00 0 00 0 00 19 7 3 7 3 7 61 0 27 0 00 0 00 19 7 4 0 4 0 61 O 27 0 00 0 00 19 7 5 0 5 0 76 O 00 0 00 0 00 19 7 3 7 3 7 61 O 19 0 00 0 00 16 4 4 0 4 0 61 0 19 0 00 0 00 16 4 5 0 5 0 71 000 000 000 164 04 04 61 Page 403 of 526 Page 404 Of 526 HCI STEEL BUILDING SYSTEMS, INC. 3 9 87 3 19 74 4 0 00 4 9 87 4 19 74 5 0 00 5 8 20 5 16 40 SHEET 202 of 263 I Job No 1 3869 I modify 1 Customer] CLALLAM BUILDERS AND I Date 1 4/2/2008 Description1 WESTPORT SHIPYARD INTERIOR I Designed ByI DLB I Checked By I V41 3869 Column Actions 6 Unbraced Lengths 4/ 2/08 9 Olam O 27 0 00 0 00 19 7 5 0 5076 0 00 0 00 0 00 19 7 3 7 3 7 61 O 27 0 00 0 00 19 7 4 0 4 0 61 0 27 0 00 0 00 19 7 5 0 5 0 76 O 00 0 00 0 00 19 7 3 7 3 7 61 O 19 0 00 0 00 16 4 4 0 4 0 61 O 19 0 00 0 00 16 4 5 0 5 0 71 O 00 0 00 0 00 16 4 0 4 0 4 61 LOAD COMBINATION 014 1 15DL +1 15CL +0 75LL -0 52Seis LOAD COMBINATION 016 1 15DL +1 15CL +0 75SL -0 52Seis Unbraced_Length ---Unbraced_Length-- Actions Major Minor Minor Actions Major Minor Minor Col Base Axial Shear Moment Axial Axial Bend Max Col Base Axial Shear Moment Axial Axial Bend Max Id Offset k k f -k ft ft ft KL /r Id Offset k k f -k ft ft ft KL /r 2 0 00 0 19 0 00 0 00 16 4 4 0 4 0 61 2 .0 00 0 19 0 00 0 00 16 4 4 0 4 0 61 2 8 20 0 19 0 00 0 00 16 4 5 0 5 0 71 2 8 20 0 19 0 00 0 00 16 4 5 0 5 0 71 2 16 40 0 00 0 00 0 00 16 4 0 4 0 4 61 2 16 40 0 00 0 00 0 OD 16 4 0 4 0 4 61 3 0 00 0 27 0 00 0 00 19 7 4 0 4 0 61 3 0 00 0 27 0 00 0 00 19 7 4 0 4 0 61 3 9 87 0 27 0 00 0 00 19 7 5 0 5 0 76 3 9 87 0 27 0 00 0 00 19 7 5 0 5 0 76 3 19 74 0 00 0 00 0 00 19 7 3 7 3 7 61 3 19 74 0 00 0 00 0 00 19 7 3 7 3 7 61 4 0 00 0 27 0 00 0 00 19 7 4 0 4 0 61 4 0 00 0 27 0 00 0 00 19 7 4 0 4 0 61 4 9 87 0 27 0 00 0 00 19 7 5 0 5 0 76 9 9 87 0 27 0 00 0 00 19 7 5 0 5 0 76 4 19 74 0 00 0 00 0 00 19 7 3 7 3 7 61 4 19 74 0 00 0 00 0 00 19 7 3 7 3 7 61 5 0 00 0 19 0 00 0 00 16 4 4 0 4 0 61 5 0 00 0 19 0 00 0 00 16 4 4 0 4 0 61 5 8 20 0 19 0 00 0 00 16 4 5 0 5 0 71 5 8 20 0 19 0 00 0 00 16 4 5 0 5 0 71 5 16 40 0 00 0 00 0 00 16 4 0 4 0 4 61 5 16 40 0 00 0 00 0 00 16 4 0 4 0 4 61 LOAD COMBINATION 015 1 15DL +1 15CL +0 75SL +0 52Seis LOAD COMBINATION 017 0 4DL +Seis Unbraced Length -Unbraced_Length--- Actions---- Major Minor Minor Actions Major Minor Minor Col Base Axial Shear Moment Axial Axial Bend Max Col Base Axial Shear Moment Axial Axial Bend Max Id Offset k k f k ft ft ft KL /r Id Offset k k f -k ft ft ft KL /r 2 0 00 0 19 0 00 0 00 16 4 4 0 4 0 61 2 0 00 0 07 0 00 0 00 16 4 4 0 4 0 61 2 8 20 0 19 0 00 0 00 16 4 5 0 5 0 71 2 8 20 0 07 0 00 0 00 16 4 5 0 5 0 71 2 16 40 0 00 0 00 0 00 16 4 0 4 0 4 61 2 16 40 0 00 0 00 0 00 16 4 0 4 0 4 61 3 0 00 0 27 0 00 0 00 19 7 4 0 4 0 61 3 0 00 0 09 0 00 0 00 19 7 4 0 4 0 61 HCI Steel buildings, Inc. ,•/2/2008 Job No 1 3869 I modify 1 1 f:•' Customer CLALLAH BUILDERS AND I Date Byl DLB I 4/2/2008 �DescriPtion' WESTPORT SHIPYARD I NTERIOR Designed +I Desi ed HQ STEEL BUILDING SYSTEMS. INC. I 1 Checked By I V41 3869 Column Actions Unbraced Lengths 4/ 2/08 9 Olam 3 987 009 000 000 197 50 50 76 3 19 74 0 00 0 00 0 00 19 7 3 7 3 7 61 4 0 00 0 09 0 00 0 00 19 7 4 0 4 0 61 4 987 0 09 000 000 197 50 50 76 4 19 74 0 00 0 00 0 00 19 7 3 7 3 7 61 5 0 00 0 07 0 00 0 00 16 4 4 0 4 0 61 5 8 20 0 07 0 00 0 00 16 4 5 0 5 0 71 5 16 40 0 00 0 00 0 00 16 4 0 4 0 4 61 Col Base Id Offset LOAD COMBINATION 019 DL +CL +AUX1 Page 405 Of 526 Page 406 Of 526 HCI STEEL BUILDING SYSTEMS. INC. LOAD COMBINATION 618 0 4DL -1 OSeis LOAD COMBINATION 820 DL +CL +AUX2 Unbraced Length ---Unbraced_Length--- Actions- Major Minor Minor Actions Major Minor Minor Axial Shear Moment Axial Axial Bend Max Col Base Axial Shear Moment Axial Axial Bend Max k k f -k ft ft ft KL /r Id Offset k k f -k ft ft ft KL /r 2 0 00 0 07 0 00 0 00 16 4 4 0 4 0 61 2 0 00 0 16 0 00 0 00 16 4 4 0 4 0 61 2 8 20 0 07 0 00 0 00 16 4 5 0 5 0 71 2 8 20 0 16 0 00 0 00 16 4 5 0 5 0 71 2 16 40 0 00 0 00 0 00 16 4 0 4 0 4 61 2 16 40 0 00 0 00 0 00 16 4 0 4 0 4 61 3 0 00 0 09 0 00 0 00 19 7 4 0 4 0 61 3 0 00 0 24 0 00 0 00 19 7 4 0 4 0 61 3 9 87 0 09 0 00 0 00 19 7 5 0 5 0 76 3 9 87 0 24 0 00 0 00 19 7 5 0 5 0 76 3 19 74 0 00 0 00 0 00 19 7 3 7 3 7 61 3 19 74 0 00 0 00 0 00 19 7 3 7 3 7 61 4 0 00 0 09 0 00 0 00 19 7 4 0 4 0 61 4 0 00 0 24 0 00 0 00 19 7 4 0 4 0 61 4 9 87 0 09 0 00 0 00 19 7 5 0 5 0 76 4 9 87 0 24 0 00 0 00 19 7 5 0 5 0 76 4 19 74 0 00 0 00 0 00 19 7 3 7 3 7 61 4 19 74 0 00 0 00 0 00 19 7 3 7 3 7 61 5 0 00 0 07 0 00 0 00 16 4 4 0 4 0 61 5 0 00 0 16 0 00 0 00 16 4 4 0 4 0 61 5 8 20 0 07 0 00 0 00 16 4 5 0 5 0 71 5 8 20 0 16 0 00 0 00 16 4 5 0 5 0 71 5 16 40 0 00 0 00 0 00 16 4 0 4 0 4 61 5 16 40 0 00 0 00 0 00 16 4 0 4 0 4 61 3869 Base Plate Anchor Bolt Design 4/ 2/08 9 Olam Unbraced_Length Actions- Major Minor Minor Col Base Axial Shear Moment Axial Axial Bend Max Id Offset k k f -k ft ft ft KL /r Column_Base Max_Reactions(k Plate_Size(in) Bolts(A307 Id Depth Comp Tens Shear Width Length Thick Row Diem Gage 2 0 00 0 16 0 00 0 00 16 4 4 0 4 0 61 2 8 20 0 16 0 00 0 00 16 4 5 0 5 0 71 Col -2 7 9 0 2 0 0 3 5 6 0 7 9 0 375 2 0 750 3 00 2 16 40 0 00 0 00 0 00 16 4 0 4 0 4 61 Col -3 9 9 0 2 0 0 4 3 6 0 9 9 0 375 2 0 750 3 00 3 0 00 0 24 0 00 0 00 19 7 4 0 4 0 61 Col -4 9 9 0 2 0 0 4 3 6 0 9 9 0 375 2 0 750 3 00 SHEET 203 of 263 Job No 1 3869 I modify 1 Customer' CLALLAM BUILDERS AND I Date 1 4/2/2008 Description1 WESTPORT SHIPYARD INTERIOR 1 Designed By] DLB I Checked BPI V41 3869 Column Actions Unbraced Lengths 4/ 2/08 9 Olam 3 9 87 0 24 0 00 0 00 19 7 5 0 5 0 76 3 19 74 0 00 0 00 0 00 19 7 3 7 3 7 61 4 000 024 000 000 197 4 0 4 0 61 4 9 87 0 24 0 00 0 00 19 7 5 0 5 0 76 4 19 74 0 00 0 00 0 DO 19 7 3 7 3 7 61 5 0 00 0 16 0 00 0 00 16 4 4 0 4 0 61 5 8 20 0 16 0 00 0 00 16 4 5 0 5 0 71 5 16 40 0 00 0 00 0 00 16 4 0 4 0 4 61 HCI Steel buildings, Inc. 4/2/2008 Job No 1 3669 1 modify 1 C Customer 1 CLALLAM BUILDERS AND I Date 1 4/2/2008 DescriPtion1 WESTPORT SHIPYARD INTERIOR 1 Designed Byl DLB HCI STEEL BUILDING SYSTEMS. INC. I 1 Checked By' V41 Col -5 7 9 0 2 0 0 3 5 6 0 7 9 0 375 2 0 750 3 00 3869 Flush Girt Design Report 4/ 2/08 9 Olam GIRT LOCATION Bay No Girt Id Id Girt 1 2 3 4 1 3 4 000 7 333 12 333 2 4 4 000 7 333 12 333 16 000 3 4 4 000 7 333 12 333 16 000 4 4 4 000 7 333 12 333 16 000 5 3 4 000 7 333 12 333 Page 407 Of 526 Job No 1 3869 1 modify 1 Customer 1 CLALLAI4 BUILDERS AND 1 Date 1 4/2/2008 1 I I Deacriptionl WESTPORT SHIPYARD INTERIOR Designed Byl DLB HCI STEEL BUILDING SYSTEMS, INC. 1 Checked Byl V41 3869 Flush Girt Design Report 4/ 2/08 9 Olam 9� 9 v 0 65 0 65 0 65 0 65 =R 5 3 0 65 0 65 0 65 GIRT INSIDE FLANGE BRACE No Brace /Bay 1 2 3 4 5 0 0 0 0 0 GIRT ACTIONS Bay Girt Ld Shear(k Moment(f -k Mom+ Deflect(in) Id Id Id Calc Allow UC Calc Allow UC Shear Calc Allow UC 1 1 WP 0 17 2 41 0 07 -0 20 4 33 0 05 0 00 0 00 0 63 0 01 GIRT SPAN WS -0 19 2 41 0 08 0 22 4 33 0 05 0 00 0 00 0 63 0 01 Bay No Girt Id 1 2 WP 0 19 2 41 0 08 -0 23 4 33 0 05 0 00 0 00 0 63 0 01 Id Girt 1 2 3 4 WS -0 21 2 41 0 09 0 25 4 33 0 06 0 00 0 00 0 63 0 01 1 3 WP 0 18 2 41 0 07 -0 21 4 33 0 05 0 00 0 00 0 63 0 01 1 3 4 750 4 750 4 750 885 -0 19 2 41 0 08 0 23 4 33 0 05 0 00 0 00 0 63 0 01 2 4 19 250 19 250 19 250 19 250 2 1 WP 0 69 4 54 0 15 -3 33 5 67 0 59 0 20 -0 84 2 57 0 33 3 4 19 250 19 250 19 250 19 250 WS -0 76 4 54 0 17 3 67 3 69 1 00 0 24 0 92 2 57 0 36 4 4 19 250 19 250 19 250 19 250 2 2 WP 0 79 11 71 0 07 -3 78 8 84 0 43 0 10 -0 68 2 57 0 26 5 3 18 958 16 958 18 958 WS -0 87 11 71 0 07 4 17 5 74 0 73 0 13 0 74 2 57 0 29 2 3 WP 0 82 11 71 0 D7 -3 93 8 84 0 45 0 11 -0 70 2 57 0 27 GIRT SIZE WS 0 90 11 71 0 08 4 34 5 74 0 75 0 14 0 77 2 57 0 30 Bay No Girt Id 2 4 WP -0 55 2 41 0 23 -2 66 4 39 0 61 0 22 -0 73 2 57 0 28 Id Girt 1 2 3 4 WS -0 61 2 41 0 25 2 93 2 85 1 03 0 27 0 80 2 57 0 31 3 1 WP 0 69 4 54 0 15 -3 33 5 67 0 59 0 20 -0 84 2 57 0 33 1 3 8225016 8225016 8225016 WS -0 76 4 54 0 17 3 67 3 69 1 00 0 24 0 92 2 57 0 36 2 4 8225014 8Z25012 8225012 8230016 3 2 WP 0 79 11 71 0 07 3 78 8 84 0 43 0 10 -0 68 2 57 0 26 3 4 8225014 8225012 8225U12 8225012 WS -0 87 11 71 0 07 4 17 5 74 0 73 0 13 0 74 2 57 0 29 4 4 8225014 8225012 8225012 8230016 3 3 WP 0 82 11 71 0 07 -3 93 8 84 0 45 0 11 -0 70 2 57 0 27 5 3 8225014 8225012 8225014 WS 0 90 11 71 0 08 4 34 5 74 0 75 0 14 0 77 2 57 0 30 3 4 WP -0 87 11 71 0 07 -4 17 8 84 0 47 0 13 -0 74 2 57 0 29 GIRT REDUCTION FACTOR. WS -0 95 11 71 0 06 4 59 5 74 0 80 0 15 0 82 2 57 0 32 Bay No Girt Id 4 1 WP 0 69 4 54 0 15 3 33 5 67 0 59 0 20 -0 84 2.57 0 33 Id Girt 1 2 3 4 WS -0 76 4 54 0 17 3 67 3 69 1 00 0 24 0 92 2 57 0 36 4 2 WP 0 79 11 71 0 07 3 78 8 84 0 43 0 10 -0 68 2 57 0 26 1 3 0 65 0 65 0 65 WS -0 87 11 71 0 07 4 17 5 74 0 73 0 13 0 74 2 57 0 29 2 4 0 65 0 65 0 65 0 65 4 3 WP 0 82 11 71 0 07 3 93 8 84 0 45 0 11 -0 70 2 57 0 27 3 4 0 65 0 65 0 65 0 65 WS 0 90 11 71 0 08 4 34 5 74 0 75 0 14 0 77 2 57 0 30 4 4 WP -0 55 2 41 0 23 2 66 4 39 0 61 0 22 -0 73 2 57 0 28 SHEET 204 of 263 1 Page 408 Of 526 HCI Steel Buildings, Inc. 4/2/2008 Page 409 Of 526 Page 410 Of 526 Job No 1 3869 1 modify 1 I I Job No 1 3869 I modify Customer' CLALLAM BUILDERS AND I Date l 4/2/2008 Customer I CLALLAM BUILDERS AND l Date 1 9/2/2008 Description) WESTPORT SHIPYARD INTERIOR I Designed ByI DLB Description) WESTPORT SHIPYARD INTERIOR Designed Byl DLB HCI STEEL BUILDING HCI STEEL BUILDING SYSTEMS. INC. 1 I Checked BY V41 SYSTEMS. INC. I I Checked By V41 3869 Flush Girt Design Report 4/ 2/08 9 Olam es 535 -0 61 2 410 25 2 93 2 85 1 03 0 27 0 80 2 57 0 31 5 1 WP 0 68 4 54 0 15 3 23 5 67 0 57 0 19 -0 79 2 53 0 31 WS -0 75 4 54 0 17 3 56 3 69 0 97 0 23 0 87 2 53 0 34 5 2 WP 0 77 11 71 0 07 3 67 8 84 0 42 0 10 -0 64 2 53 0 25 WS -0 85 11 71 0 07 4 04 5 74 0 70 0 12 0 70 2 53 0 28 5 3 WP -0 71 4 54 0 16 3 35 5 67 0 59 0 20 -0 82 2 53 0 32 WS -0 78 4 54 0 17 3 69 3 69 1 00 0.25 0 90 2 53 0 36 a 3869 Door Jamb Header Summary 4/ 4/ 2/08 9 Olam JAMB /HEADER LAYOUT Bay Member Member Member Member Id Id Size Length Weight 3869 MOMENTS 6 DEFLECTION a aemea Wall Panel Report 4/ 2/08 9 Olam 3869 1 Jamb -R 12C35E14 14 98 73 4 Header 12C35514 14 50 71 1 3869 Screw Report STRENGTH /DEFLECTION Bay Member Ld Shear(k Moment(f k Mom+ Deflect(in) Id Id Id Calc Vn /sf UC Calc Mn /sf UC Shear Calc Allow BASE SCREW CHECK. 3869 PANEL DATA. No Warnings SHEET 205 of 263 Wall Panel Report 4/ 2/08 9 Olam Moment(ft lb /ft) Span Span LD Support Midspan Deflect(in) Id (ft) Id Calc Ma /sf UC Calc Mn /sf UC Calc Allow UC 1 4 00 WP 32 2 114 8 0 28 -33 7 104 1 0 32 -0 07 0 80 0 09 535 34 8 104 1 0 33 36 4 114 8 0 32 0 08 0 80 0 10 2 3 33 WP 41 9 114 8 0 36 3 2 114 8 0 03 0 02 0 67 0 03 WS -45 3 104 1 0 44 -3 5 104 1 0 03 -0 02 0 67 0 03 3 5 00 WP 41 9 114 8 0 36 37 2 104 1 0 36 -0 11 1 00 0 11 WS -45 3 104 1 0 44 40 3 114 8 0 35 0 12 1 00 0 12 4 3 67 WP 64 5 114 8 0 56 7 8 114 8 0 07 0 04 0 73 0 05 WS -69 9 104 1 0 67 -8 5 104 1 0 08 -0 04 0 73 0 06 5 5 52 WP 64 5 114 8 0 56 -62 6 104 1 0 60 -0 25 1 10 0 22 WS -69 9 104 1 0 67 67 8 114 8 0 59 0 27 1 10 0 24 4/ 2/08 9 Olam Screw Force /Screw Shear 1 Jamb -R WP 1 47 2 95 0 50 -5 50 9 09 0 61 0 27 -0 26 2 00 Wall Base Dia Space Shear Wind Seis Limit Max WS 1 60 2 95 0 54 6 00 9 09 0 66 0 32 0 28 2 00 Id Length Part (in) (ft) (k (k (k (k UC Header WP -0 17 2 95 0 06 -0 63 9 09 0 07 0 00 -0 03 1 93 WS 0 20 2 95 0 07 0 71 4 53 0 16 0 00 0 03 1 93 1 0 00 1214112 0 21 1 00 1 90 0 000 0 000 0 226 0 00 Endwall Design Warning Report 4/ 2/08 9 Olam Bay Part Type Gage Yield wear-- onamm 3 HHR 26 HR 26 00 50 0 3869 Endwall Weight summary 4/ 2/08 9 Olam Job Customer I CLALLAM BUILDERS AND No 1 3869 Description WESTPORT SHIPYARD INTERIOR S CI STEEL BUILDING ...S. INC. Total Column weight 801 78 Total Rafter Weight 0 00 Total Girt Weight 1214 25 Total Door Jamb Weight 144 45 Total Bracing Weight 0 00 Total Clips Weight 69 30 Total Endwall Weight 2229 78 HCI Steel Buildings Inc. 4/2/2008 I medifY I I Date 1 4/2/2008 Designed By' DLB Checked WI V41 Page 411 Of 526 Page 412 Of 526 HCI STEEL BUILDING SYSTEMS. INC. ew°=== =mid 3869 Endwall Weight Summary 4/ 2/08 9 Olam ===r z *3869 Endwall Design Input 4/ 2/08 9 Olam FORCED SPACING 1)JOBID• 3869 3)DESIGN CODE SHEET 206 of 263 Job No 1 3869 I modify Customer' CLALLAM BUILDERS AND I Date 1 4/2/2008 Description' WESTPORT SHIPYARD INTERIOR Designed ByI DLB Checked By I V41 2)PROGRAM OPTIONS EW Run Run Run Run No Lap Id Col /Raf Girt Brace Panel Cycle Stiff R Y' Y N Y' 4 0 50 *Design Steel_Code Build Seismic Code Cold Hot Country Code Year Zone WS NAUS01 AISCO5 IBC 06 D 4)DESIGN CONSTANTS ---Strength_Factors-- Stress Ratio Seismic Col /Raf Girt Panel Wind Frame Brace 1 03 1 03 1 03 1 0000 1 7000 1 7000 5)STEEL YIELDS Web Flg C_Sec W_Sec R_Sec P Sec T Sec U Sec EP BP 50 0 55 0 55 0 50 0 50 0 35 0 46 0 36 0 55 0 55 0 6)DEFLECTION LIMITS Rafter Girt -Panel Part Wind Live Wind Total Column Wall Facia Wall Facia Wall Bent 180 180 0 120 90 90 60 60 90 60 7)REPORTS Input Column Wall Door Wall Cable Echo Rafter Girt Jamb Panel Brace I 3 2 Y Y Y 8)BUILDING TYPE Build Build Build Expand_EW Type Width Length Use Offset HCI Steel Buildings, Inc 4/2/2008 eGLi�� HCI STEEL BUILDING SYSTEMS. INC. 'FF 100 0000 85 0000 'Y 9)SURFACE SHAPE No X_Coord Y_Coord Offset Surf (ft) (ft) (in) 4 0 0000 14 0000 8 000 50 0000 22 3333 9 000 100 0000 14 0000 9 000 100 0000 0 0000 8 000 0 0 Job No 1 3869 \�I I Customer I CLALLAN BUILDERS AND Description) WESTPORT SHIPYARD INTERIOR 15 50 1 modify 1 Date 1 4/2/2008 I Designed 911 DLB 1 Checked By 1141 HCI STEEL BUILDING SYSTEMS. INC. (10)BAY SPACING *No Roof Roof Frame Sets_Of Bay No Bay Bay Recess Bays Width Bays 4 21 2500 0 3333 1 20 0000 5 (18)RAFTERS Rafter Set Rafter Flange Select Depth Same Brace (11)FRAMED OPENINGS R 0 000 Y Y' No Bay Open Open Open Open Sill Base Set Member Remove Open Id Width Height Offset Type Height Elev Depth Select Panel (19)RAFTER SIZE 1 3 12 0000 14 0000 4 0000 41 0 0000 0 000 0 000 C Y' No Surf Rafter Rafter Id Size 2 2 (12)WIDE OPENING LAYOUT 3 Open Bay_Id Clear_Opening Wedge Stub Column Total *No Id Type St End Width Height Height Elev Mount Weight (13)WIDE OPENING AND STRUT FRAMING -Open- Door Jamb Stub Head Back_Brace Strut Header_Beam- Deflection 3 1 0 0000 'M *No. Id Type FlgWid F1gThk Type Type Type Loc Type Type Max_Spc Horz Vert 0 (21)GIRT DESIGN (14)WIDE OPENING HEADER LOCATION *Girt Flg_Brace Set Set Max Girt_To One_Girt Max_Unbr -Open- No Column *Type Out In Offset Project Depth Lap Space Rafter Depth /Bay Length *No Id Location Location ZF C N 0 000 0 000 0 000 0 0000 7 3333 N Y 10 0000 (22)GIRT LOCATION (15)PARTIAL WAILS Set No Girt Set_Of Base Full Bay_Id Wall Loc Girt Location Bays Type Load Start End Height Y' 4 4 0000 7 3333 12 3333 16 0000 0 (23)SPECIAL GIRT (16)COLUMNS Sets_Of Bay_Id Girt Girt Girt Left_COrner Right_Corner Int_Facia- Int_No_Facia Max_UnBr Base Girts Start End Height Type Rotate Use SHEET 207 of 263 Page 413 Of 526 Page 414 Of 526 (17)COLUMN SIZE 6 ELEVATION No Column Base Column Size Elev 6 0 000 O 000 O 000 O 000 0 000 O 000 (20)RAFTER SPLICES Surf No Splice Splice Id Splice Loc Type 2 0 modify I Job No 1 3869 Customer I CLALLAM BUILDERS AND 1 Date 1 4/2/2008 Description) WESTPORT SHIPYARD INTERIOR I Designed BA DLB 1 Checked BY' V41 Type Rot Depth Type Rot Depth Type Depth Type Depth Same Length Elev (in) (in) (in) (in) Dep (ft) (in) R 0 00 R 0 00 R 0 00 R 0 00 N' 83 333 0 000 HCI Steel Buildings, Inc. 4/2/2008 1:1 Customer Job No 1 3869 1 CLALLAM BUILDERS AND Description' WESTPORT SHIPYARD INTERIOR HCI STEEL BUILDING SYSTEMS. INC. 0 (24)ROOF PURLINS *Surf Surf No. Peak Set_Of Set_Space Id Ext Purlin Space Space Space No 3 0 000 10 1 083 2 4 969 9 4 885 1 2 0 000 10 1 083 2 4 885 1 4 969 9 (25)PANELS /RF_COLUMNS Wall Insulation RF_Interior_Columns Panel Ose Thick No Locate (26)WIND FRAMING SELECTION Order_Of_Selection Panel Diagonal Wind Wind Shear Bracing Bent Column N N N' N' (27)WALL BRACING Wind Brace No _Bay Specified Shear Type Specified Bays_For_Bracing 100 0 R 0 (31)EAVE EXTENSION modify Date 1 4/2/2008 Designed By' DLB Checked By I V41 Page 415 Of 526 Page 416 Of 526 C: Date 4/2/2008 Designed By DLB INC, Checked Byl v41 *Wa11 No Ext Bay_Id-- Edge_Extend- Ext *Id Ext Id Start End Height Width Slope Left Right Mount 2 0 4 0 HCI ST EEL BUILDING SYSTEMS, (32)CANOPY SHEET 208 of 263 Job No 3869 Customer' CLALLAM BUILDERS AND Description' WESTPORT SHIPYARD INTERIOR *Wall No Ext Bay_Id Edge_Extend- Ext *Id Ext Id Start End Height Width Slope Left Right Mount 3 0 2 0 4 1 1 1 2 14 000 2 000 12 000 0 000 0 333 B (33)FACIA /PARAPET HHR 26 N 0 000 0 *Wall No Ext Fac Bay_Id Attach Beam Facia /Parapet Edge_Extend Ext Id Ext Id Type St End Height Width Slope Elev Height Slope Left Right Mnt (C,E) (ft) (ft) 12 (ft) (ft) (1 12 (ft) (ft) 3 0 2 0 4 0 (34)FACIA /PARAPET GIRTS *Ext Top Interior- Back_Panel Angle *Id Type Rotate Type Rotate Part Rotate Spacing (35)ADJACENT BUILDING (28)WIND BENTS Member No *Wall No Ext Bay_Id Edge_Extend- Ext Type Depth Bay Bay_Id *Id Ext Id Start End Height Width Slope Left Right Mount 0 00 0 2 0 4 0 (29)WIND COLUMNS Member No Left/ (36)LOADS FOR EAVE EXTENSION, CANOPY FACIA, PARAPET AND ADJACENT BUILDING Type Depth Bay Bay_Id Right 0 00 0 *Ext Ext_Beam Facia /Parapet Facia /Parapet_Girt (30)WALL BRACING ATTACHMENT *Id Dead Collet Live Snow Press Suct Press Suet Press Suct No Attach Bay_Id No 1 2 50 8 00 16 00 25 00 0 00 -37 43 29 14 29 14 33 62 -22 41 *Attach Id Start End Level Level_Height 0 (37)BASIC LOADS Deflection Wind Dead Collet Live Snow Basic Load_Ratio Load Load Load Load Load Wind Snow Wind Seis Factor HCI Steel Buildings, Inc. 4/2/2008 Job No' 3869 1 modify 1 Customer I CLALLAM BUILDERS AND I Date 1 4/2/2008 D escriptionI WESTPORT SHIPYARD INTERIOR I Designed B5 DLB I I Checked By v91 2 5 8 0 16 0 25 0 22 4 1 00 1 00 1 00 1 00 HCI 5 I MML BUILDING SYSTEMS. INC. (38)EDGE ZONE Zone Col/ Width Girt Panel Jamb 5 600 1 07 1 23 1 07 (39)BASIC LOADS AT EAVE. *Seim Seis Seis Torsion_Forces *Dead Girt Load BWind Seismic 2 0 0 0000 0 87 0 00 0 00 (40)WIND PRESSURE /SUCTION Wind Wind Press Suct Page 417 Of 526 Page 418 Of 526 SHEET 209 of 263 pit Job No' 3869 I modify Customer) CLALLAM BUILDERS AND I Date 1 4/2/2008 Description) WESTPORT SHIPYARD INTERIOR Designed By' DLB I I Checked BY' V41 11 1 20 1 20 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 0 00 12 1 20 1 20 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 D 00 -1 00 0 0 00 13 1 15 1 15 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 52 0 0 00 14 1 15 1 15 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 -0 52 0 0 00 15 1 15 1 15 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 52 0 0 00 16 1 15 1 15 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 -0 52 0 0 00 17 0 40 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 0 00 18 0 40 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 -1 00 0 0 00 19 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 1 00 20 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 2 1 00 HCI STEEL BUILDING SYSTEMS. INC. (43)COLUMN DESIGN LOADS Deflection *Load Rafter_Wind Brace_Wind Long Column_Wind Aux_Load *No Id Dead Coll Live Snow Left Right Left Right Wind Press Suct Seis Id Coef 0 19 6 21 6 Column 19 6 -21 6 Girt /Header 19 6 -21 4 Jamb 24 2 -26 2 Panel 33 6 -22 4 Parapet Girt *Load Rafter_Wind_1 Rafter_Wind_2 Long Aux_Load 33 6 22 4 Transv Bracing, Facia /Parapet *No Id Dead Collet Live Snow Left Right Left Right Wind Seis Id Coef 31 1 1 00 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 (41)WIND COEFFICIENTS 2 1 00 1 00 0 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 Surf Rafter_Wind_1 Rafter_Wind_2 Bracing_Wind Long Surface 3 0 60 0 00 0 00 0 00 1 00 0 00 0 00 0 00 0 00 0 00 0 0 00 Id Left Right Left Right Left Right Wind Friction 4 0 60 0 00 0 00 0 00 0 00 1 00 0 00 0 00 0 00 0 00 0 0 00 1 0 00 0 00 0 00 0 00 0 61 -0 90 0 00 0 00 5 0 60 0 00 0 00 0 00 0 00 0 00 1 00 0 00 0 00 0 00 0 0 00 2 -1 17 -0 72 -0 81 -0 36 -1 17 -0 72 1 17 0 00 6 0 60 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 00 0 00 0 0 00 3 -0 72 -1 17 -0 36 -0 81 -0 72 1 17 1 17 0 00 7 0 60 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 00 0 0 00 4 0 00 0 00 0 00 0 00 -0 90 0 61 0 00 0 00 8 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 70 0 0 00 9 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 -0 70 0 0 00 (42)COLUMN DESIGN LOADS 10 1 00 1 00 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 52 0 0 00 11 1 00 1 00 0 75 0 00 0 00 0 00 0 00 0 00 0 00 -0 52 0 0 00 *Load Rafter_Wind Brace_Wind Long Column_Wind Aux_Load 12 1 00 1 00 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 52 0 0 00 *No Id Dead Coll Live Snow Left Right Left Right Wind Press Suct Seis Id Coef 13 1 00 1 00 0 00 0 75 0 00 0 00 0 00 0 00 0 00 -0 52 0 0 00 20 1 1 00 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 14 0 60 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 70 0 0 00 2 1 00 1 00 0 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 15 0 60 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 -0 70 0 0 00 3 1 00 1 00 0 75 0 00 0 75 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 0 00 16 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 1 00 4 1 00 1 00 0 75 0 00 0 00 0 75 0 00 0 75 0 00 0 00 0 00 0 00 0 0 00 17 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 2 1 00 5 1 0 0 1 0 0 0 7 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 5 0 0 0 0 0 0 0 18 100 100 000 050 000 000 000 000 000 000 5 100 6 1 00 1 00 0 00 0 75 0 75 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 0 00 19 1 00 1 00 0 00 0 50 0 00 0 00 0 00 0 00 0 00 0 00 6 1 00 7 1 00 1 00 0 00 0 75 0 00 0 75 0 00 0 75 0 00 0 00 0 00 0 00 0 0 00 20 1 00 1 00 0 00 0 50 0 00 0 00 0 00 0 00 0 00 0 00 7 1 00 8 1 00 1 00 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 75 0 00 0 0 00 21 1 00 1 00 0 00 0 50 0 00 0 00 0 00 0 00 0 00 0 00 8 1 00 9 0 60 0 00 0 00 0 OD 0 00 0 00 0 00 0 00 1 00 1 00 0 00 0 00 0 0 00 22 1 00 1 00 0 00 0 50 0 00 0 00 0 00 0 00 0 00 0 00 3 1 00 10 0 60 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 00 1 00 0 00 0 0 00 23 1 00 1 00 0 00 0 50 0 00 0 00 0 00 0 00 0 00 0 00 4 1 00 (44)RAFTER DESIGN LOADS HCI Steel Buildings, Inc. /2/2008 Job No 1 3869 I modify I Customer' CLALLAM BUILDERS AND I Date 1 4/2/2008 Description) WESTPORT SHIPYARD INTERIOR Designed BA DLB Checked By I V41 24 1 00 1 00 0 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 3 1 00 25 1 00 1 00 0 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 4 1 00 26 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 5 1 28 27 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 6 1 28 28 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 7 1 28 29 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 8 1 28 30 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 9 1 00 31 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 10 1 00 HCI STEEL BUILDING SYSTEMS. INC. Page 419 Of 526 Page 420 Of 526 SHEET 210 of 263 I Job No 1 3869 I modify I Customer I CLALLAM BUILDERS AND I Date 1 4/2/2008 1 (Description) Desi ned DLB WESTPORT SHIPYARD INTERIOR 9 HCI SYSTEM BUILDING I SYSTEMS. INC. Checked By' V41 7 0 50 8 0 50 7 E2PAT_SL 7 3 7 0 50 8 0 50 9 0 50 8 E2PAT_SL 8 2 9 0 50 10 0 50 (45)RAFTER DESIGN LOADS Deflection 9 E2PAT_SL 9 4 5 0 64 7 0 64 *Load Rafter_wind_1 Rafter_Wind_2 Long Aux_Load 8 0 64 *No Id Dead Collet Live Snow Left Right Left Right Wind Seis Id Coef 10 0 64 0 10 E2PAT_SL10 2 6 0 64 (46)BRACING DESIGN LOADS 9 0 64 *Load Rafter Wind Brace_Wind Long Column_Wind Aux_Load *No Id Dead Co11 Live Snow Left Right Left Right Wind Press Suct Seis Id Coef' 4 1 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 00 0 00 0 00 0 00 0 00 0 0 00 (48)ADDITIONAL LOADS 2 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 00 0 00 0 00 0 00 0 0 00 3 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 70 0 0 00 No Add Surf Basic Load FX FY Mom X Y Conc 4 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 -0 70 0 0 00 Add Id Id Load Type [41 W2 Co DL1 DL2 Unif 10 1 2 D -0 021 -0 021 0 17 0 00 50 69 2 3 D -0 021 -0 021 -0 17 0 00 50 69 (47)AUXILIARY LOADS 3 3 D -0 021 -0 021 -0 17 0 00 14 42 No Aux Aux No Add Add_Load 4 2 D -0 021 -0 021 0 17 36 27 50 69 Aux Id Name Combs Id Coef 5 2 D -0 021 -0 021 0 17 0 00 20 28 10 1 E2UNB_SL 1 3 1 0 30 6 2 D -0 021 -0 021 0 17 20 28 40 55 2 1 00 7 2 D -0 021 -0 021 0 17 40 55 50 69 3 0 60 8 3 D -0 021 -0 021 -0 17 0 00 10 14 9 3 D 021 -0 021 -0 17 10 14 30 41 2 E2UNB_SL 2 3 2 0 30 10 3 D -0 021 -0 021 -0 17 30 41 50 69 1 1 00 4 0 60 (49)GIRT LAPS 3 E2PAT_SL 3 1 5 0 50 Data -Set _l -Set _2 Set _3 4 E2PAT_SL 4 1 10 0 50 Opt Sets Left Right Quan Left Right Quan Left Right Quan 0 5 E2PAT_SL 5 2 5 0 50 6 0 50 (50)GIRT STRAPS 6 E2PAT_SL 6 3 6 0 50 Data Set_1 Set_2 Set_3 Set_4 HCI Steel buildings, Inc. HCI STEEL BUILDING SYSTEMS. INC. Job No l 3869 I modify Customer I CLALLAN BUILDERS AND l Date 1 4/2/2008 Description' WESTPORT SHIPYARD INTERIOR Designed Byl DLB Checked By I V41 *Opt Sets Strap Quan Strap Quan Strap Quan Strap Quan 0 *Zone Zone Part Dia Dia Space Strength 1 BASE 1214112 0 210 0 500 12 000 1 900 Code file used was EW_IBC 06 Version 3 0 Page 421 Of 526 Page 422 Of 526 HCI STEEL BUILDING SYSTEMS. INC. SHEET 211 of 263 Jab No i 3869 modify I Customer' CLALLAN BUILDERS AND I Date 1 9/2/2008 Description' WESTPORT SHIPYARD INTERIOR Designed ByI DLB I checked BYI V41 3869 Column 6 Rafter Design 4/ 2/08 9 Olam (51)PANEL SCREWS No Screw Washer Screw Screw Total= 894 31 DESIGN ACTIONS /STRENGTH Mem Load Axial(k Shear(k Moment(f -k Id Id Calc Pn/sf Cale Vn /sf Calc Mn /sf 3869 Endwall Design Code 4/ 2/08 9 Olam Col -2 1 0 16 59 82 0 00 26 83 0 00 18 50 =F Col -2 2 0 16 59 82 0 00 26 83 0 00 18 50 Col -2 3 0 16 59 82 0 00 26 83 0 00 18 50 STRUCTURAL CODE Col -2 4 0 16 59 82 0 00 26 83 0 00 18 50 Design Basis WS Col 2 5 0 16 59 82 -2 61 26 83 10 72 18 50 Hot Rolled Steel AISCO5 Col -2 6 0 16 59 82 0 00 26 83 0 00 18 50 Cold Formed Steel NAUS01 Col -2 7 0 16 59 82 0 00 26 83 0 00 18 50 Col 2 8 0 16 59 82 -2 61 26 83 10 72 18 50 BUILDING CODE Col 2 9 0 10 59 82 3 16 26 83 12 97 18 50 Wind Code IBC Col -2 10 0 10 59 82 -3 48 26 B3 14 29 18 50 Year 06 Col 2 11 0 20 59 82 0 00 26 83 0 00 18 50 Seismic Zone D Col 2 12 0 20 59 82 0 00 26 83 0 00 18 50 Col 2 13 0 19 59 82 0 00 26 83 0 00 18 50 MODULUS OF ELASTICITY Col 2 14 0 19 59 82 0 00 26 83 0 00 18 50 Hot Rolled Steel 29000 (ksi Col 2 15 0 19 59 82 0 00 26 83 0 00 18 50 Cold Formed Steel 29500 (ksi Col 2 16 0 19 59 82 0 00 26 83 0 00 18 50 Col 2 17 0 07 59 82 0 00 26 83 0 00 18 50 Col 2 18 0 07 59 82 0 00 26 83 0 00 18 50 _e.= a= Col 2 19 0 16 59 82 0 00 26 83 0 00 18 50 3869 Column Rafter Design 4/ 2/08 9 Olam Col -2 20 0 16 59 82 0 00 26 83 0 00 18 50 Col 3 1 0 24 66 45 0 00 37 51 0 00 25 64 Col 3 2 0 24 66 45 0 00 37 51 0 00 25 64 Col -3 3 0 24 66 45 0 00 37 51 0 00 25 64 MEMBER SIZES Col 3 4 0 24 66 45 0 00 37 51 0 00 25 64 Member Member Member Web_Size Flange_Size- Member Member Col -3 5 0 24 66 45 3 20 37 51 15 78 25 64 Id Locate Size Depth Thick Width Thick Length Weight Col 3 6 0 24 66 45 0 00 37 51 0 00 25 64 Col 3 7 0 24 66 45 0 00 37 51 0 OD 25 64 Col -1 0 7 Col -3 8 0 24 66 45 -3 20 37 51 15 78 25 64 Col 2 20 0 W8x10 7 48 0 170 3 94 0 205 16 4 164 0 Col -3 9 0 14 66 45 3 87 37 51 19 09 25 64 Col 3 40 0 W10x12 9 45 0 190 3 96 0 210 19 7 236 8 Col 3 10 0 14 66 45 -4 26 37 51 21 04 25 64 Col -4 60 0 W10x12 9 45 0 190 3 96 0 210 19 7 236 8 Col -3 11 0 28 66 45 0 00 37 51 0 00 25 64 Col -5 80 0 W8x10 7 48 0 170 3 94 0 205 16 4 164 0 Col -3 12 0 28 66 45 0 00 37 51 0 00 25 64 Col -6 99 3 Col 3 13 0 27 66 45 0 00 37 51 0 00 25 64 ./2/2008 HCI STEEL BUILDING SYSTEMS. INC, II HCI Steel Buildings, Inc 4/2/2008 Job No 1 3869 Customer' CLALLAM BUILDERS AND Description) WESTPORT SHIPYARD INTERIOR modify 1 Date 1 4/2/2008 Designed B31 DLB Checked BY 1 V41 3869 Column Rafter Design 4/ 2/08 9 Olam Col 3 14 0 27 66 45 0 00 37 51 0 00 25 64 Col -3 15 0 27 66 45 0 00 37 51 0 00 25 69 Col -3 16 0 27 66 45 0 00 37 51 0 00 25 64 Col -3 17 0 09 66 45 0 00 37 51 0 00 25 64 Col -3 18 0 09 66 45 0 00 37 51 0 00 25 64 Col -3 19 0 24 66 45 0 00 37 51 0 00 25 64 Col -3 20 0 24 66 45 0 00 37 51 0 00 25 64 Col -4 1 0 24 66 45 0 00 37 51 0 00 25 64 Col -4 2 0 24 66 45 0 00 37 51 0 00 25 64 Col -4 3 0 24 66 45 0 00 37 51 0 00 25 64 Col -4 4 0 24 66 45 0 00 37 51 0 00 25 64 Col -4 5 0 24 66 45 -3 20 37 51 15 78 25 64 Col -4 6 0 24 66 45 0 00 37 51 0 00 25 64 Col -4 7 0 24 66 45 0 00 37 51 0 00 25 64 Col -4 8 0 24 66 45 3 20 37 51 15 78 25 64 Col -4 9 0 14 66 45 3 87 37 51 -19 09 25 64 Col -4 10 0 14 66 45 -4 26 37 51 21 04 25 64 Col -4 11 0 28 66 45 0 00 37 51 0 00 25 64 C01-4 12 0 28 66 45 0 00 37 51 0 00 25 64 Col -4 13 0.27 66 45 0 00 37 51 0 00 25 64 Col -4 14 0 27 66 45 0 00 37 51 0 00 25 64 Col -4 15 0 27 66 45 0 00 37 51 0 00 25 64 Col -4 16 0 27 66 45 0 00 37 51 0 00 25 64 Col -4 17 0 09 66 45 0 00 37 51 0 00 25 64 Col -4 18 0 09 66 45 0 00 37 51 0 00 25 64 Col -4 19 0 24 66 45 0 00 37 51 0 00 25 64 Col -4 20 0 24 66 45 0 00 37 51 0 00 25 64 Col 5 1 0 16 59 82 0 00 26 83 0 00 18 50 Col -5 2 0 16 59 82 0 00 26 83 0 00 18 50 Col -5 3 0 16 59 82 0 00 26 83 0 00 18 50 Col -5 4 0 16 59 82 0 00 26 83 0 00 18 50 Col 5 5 0 16 59 82 2 61 26 83 10 72 18 50 Col -5 6 0 16 59 82 0 00 26 83 0 00 18 50 Col 5 7 0 16 59 82 0 00 26 83 0 00 18 50 Col -5 8 0 16 59 82 2 61 26 83 10 72 18 50 Co1-5 9 0 10 59 82 3 16 26 83 -12 97 18 50 Col 5 10 0 10 59 82 3 48 26 83 14 29 18 50 Col -5 11 0 20 59 82 0 00 26 83 0 00 18 50 Col -5 12 0 20 59 82 0 00 26 83 0 00 18 50 Col -5 13 0 19 59 82 0 00 26 83 0 00 18 50 Col -5 14 0 19 59 82 0 00 26 83 0 00 18 50 Col -5 15 0 19 59 82 0 00 26 83 0 00 18 50 Page 423 Of 526 Page 424 Of 526 HCI SIeEL BUILDING SYSTEMS. INC. STRESS RATIO SHEET 212 of 263 Job No 1 3869 Customer 1 CLALLAM BUILDERS AND Description) WESTPORT SHIPYARD INTERIOR 3869 Column Rafter Design Mem Load Id Id Axial Shear Moment Axl +Mom Shr +Mom Max_OC Col -2 1 0 00 0 00 0 00 0 00 0 00 Col -2 2 0 00 0 00 0 00 0 00 0 00 Col -2 3 0 00 0 00 0 00 0 00 0 00 Col -2 4 0 00 0 00 0 00 0 00 0 00 Col -2 5 0 00 0 10 0 58 0 58 0 58 Col -2 6 0 00 0 00 0 00 0 00 0 00 Col -2 7 0 00 0 00 0 00 0 00 0 00 Col -2 8 0 00 0 10 0 58 0 58 0 58 Col -2 9 0 00 0 12 0 70 0 70 0 70 Col -2 10 0 00 0 13 0 77 0 77 0 77 Col 2 11 0 00 0 00 0 00 0 00 0 00 Col -2 12 0 00 0 00 0 00 0 00 0 00 Col -2 13 0 00 0 00 0 00 0 00 0 00 Col -2 14 0 00 0 00 0 00 0 00 0 00 Col 2 15 0 00 0 00 0 00 0 00 0 00 Col 2 16 0 00 0 00 0 00 0 00 0 00 Col 2 17 0 00 0 00 0 00 0 00 0 00 Col 2 18 0 00 0 00 0 00 0 00 0 00 Col 2 19 0 00 0 00 0 00 0 00 0 00 Col -2 20 0 00 0 00 0 00 0 00 0 00 Co1-3 1 0 00 0 00 0 00 0 00 0 00 Col 3 2 0 00 0 00 0 00 0 00 0 00 Col -3 3 0 00 0 00 0 00 0 00 0 00 Col 3 4 0 00 0 00 0 00 0 00 0 00 Col 3 5 0 00 0 09 0 62 0 62 0 62 Col 3 6 0 00 0 00 0 00 0 00 0 00 Col 3 7 0 00 0 00 0 00 0 00 0 00 Col 3 8 0 00 0 09 0 62 0 62 0 62 Col -3 9 0 00 0 10 0 74 0 75 0 75 Col -3 10 0 00 0 11 0 82 0 82 0 82 I mdifY 1 Date 1 4/2/2008 Designed By1 DLB Checked By I V41 4/ 2/08 9 Olam Col -5 16 0 19 59 82 0 00 26 83 0 00 18 50 Co1-5 17 0 07 59 82 0 00 26 83 0 00 18 50 Col -5 18 0 07 59 82 0 00 26 83 0 00 18 50 Col -5 19 0 16 59 82 0 00 26 83 0 00 18 50 Col -5 20 0 16 59 82 0 00 26 83 0 00 18 50 HCI Steel Buildings, Inc. +/2/2008 HCI STEEL BUILDING SYSTEMS. INC. 3869 C Job No 1 3869 I modify 1 111 Customer) CLALLAH BUILDERS AND I Date 1 4/2/2008 Description1 WESTPORT SHIPYARD INTERIOR Designed ByI DLB Checked By I V41 Column 6 Rafter Design Col -3 11 0 00 0 00 0 00 0 00 0 00 Col 3 12 0 00 0 00 0 00 0 00 0 00 Col 3 13 0 00 0 00 0 00 0 00 0 00 Col 3 14 0 00 0 00 0 00 0 00 0 00 Col -3 15 0 00 0 00 0 00 0 00 0 00 Col 3 16 0 00 0 00 0 00 0 00 0 00 Col -3 17 0 00 0 00 0 00 0 00 0 00 Col 3 18 0 00 0 00 0 00 0 00 0 00 Col 3 19 0 00 0 00 0 00 0 00 0 00 Col -3 20 0 00 0 00 0 00 0 00 0 00 Col -4 1 0 00 0 00 0 00 0 00 0 00 Col-4 2 0 00 0 00 0 00 0 00 0 00 Col -4 3 0 00 0 00 0 00 0 00 0 00 Col -4 4 0 00 0 00 0 00 0 00 0 00 Col -4 5 0 00 0 09 0 62 0 62 0 62 Col -4 6 0 00 0 00 0 00 0 00 0 00 Col -4 7 0 00 0 00 0 00 0 00 0 00 Col -4 8 0 00 0 09 0 62 0 62 0 62 Col -4 9 0 00 0 10 0 74 0 75 0 75 Col -4 10 0 00 0 11 0 82 0 82 0 82 Col -4 11 0 00 0 00 0 00 0 00 0 00 Col -4 12 0 00 0 00 0 00 0 00 0 00 Col -4 13 0 00 0 00 0 00 0 00 0 00 Col -4 14 0 00 0 00 0 00 0 00 0 00 Col -4 15 0 00 0 00 0 00 0 00 0 00 Col -4 16 0 00 0 00 0 00 0 00 0 00 Col -4 17 0 00 0 00 0 00 0 00 0 00 Col -4 18 0 00 0 00 0 00 0 00 0 00 Col -4 19 0 00 0 00 0 00 0 00 0 00 Col -4 20 0 00 0 00 0 00 0 00 0 00 Col 5 1 0 00 0 00 0 00 0 00 0 00 Col -5 2 0 00 0 00 0 00 0 00 0 00 Col -5 3 0 00 0 00 0 00 0 00 0 00 Col 5 4 0 00 0 00 0 00 0 00 0 00 Col -5 5 0 00 0 10 0 58 0 58 0 58 Col -5 6 0 00 0 00 0 00 0 00 0 00 Col -5 7 0 00 0 00 0 00 0 00 0 00 Col -5 8 0 00 0 10 0 58 0 58 0 58 Col -5 9 0 00 0 12 0 70 0 70 0 70 Col -5 10 0 00 0 13 0 77 0 77 0 77 Col -5 11 0 00 0 00 0 00 0 00 0 00 Col -5 12 0 00 0 00 0 00 0 00 0 00 4/ 2/08 9 Olam Page 425 Of 526 Page 426 Of 526 l Job No l 3869 I modify Customer' CLALLAH BUILDERS AND I Date 1 4/2/2008 I Description1 WESTPORT SHIPYARD INTERIOR I Designed BA DLB HCI STEEL BUILDING SYSTEMS. INC. l 1 I Checked By I V41 3869 wv= Column 6 Rafter Design 4/ 2/08 9 Olam ease 13 0 00 0 DO 0 00 0 00 0 Col -5 00 Col -5 14 0 00 0 00 0 00 0 00 0 00 Col -5 15 0 00 0 00 0 00 0 00 0 00 Col -5 16 0 00 0 00 0 00 0 00 0 00 Col -5 17 0 00 0 00 0 00 0 00 0 00 Col -5 18 0 00 0 00 0 00 0 00 0 00 Col 5 19 0 00 0 00 0 00 0 00 0 00 Col -5 20 0 00 0 00 0 00 0 00 0 00 COLUMN REACTIONS SHEET 213 of 263 Mem Load Reaction(k Id Id Horz(OP) Vert Horz(IP) Col -2 1 0 00 0 16 0 00 Col -2 2 0 00 0 16 0 00 Col -2 3 0 00 0 16 0 00 Col 2 4 0 00 0 16 0 00 Col 2 5 2 61 0 16 0 00 Col -2 6 0 00 0 16 0 00 Col -2 7 0 00 0 16 0 00 Col -2 8 2 61 0 16 0 00 Col -2 9 -3 16 0 10 0 00 Col 2 10 3 48 0 10 0 00 Col -2 11 0 00 0 20 0 00 Col -2 12 0 00 0 20 0 00 Col -2 13 0 00 0 19 0 00 Col -2 14 0 00 0 19 0 00 Col -2 15 0 00 0 19 0 00 Col -2 16 0 00 0 19 0 00 Col -2 17 0 00 0 07 0 00 Col 2 18 0 00 0 07 0 00 Col 2 19 0 00 0 16 0 00 Col -2 20 0 00 0 16 0 00 Col -3 1 0 00 0 24 0 00 Col -3 2 0 00 0 24 0 00 Col 3 3 0 00 0 24 0 00 Col 3 4 0 00 0 24 0 00 Col -3 5 3 20 0 24 0 00 Col 3 6 0 00 0 24 0 00 Col 3 7 0 00 0 24 0 00 HCI Steel Buildings, Inc. /2/2008 HCI STEEL BUILDING SYSTEMS. INC. Job No 1 3869 Customer) CLALLAN BUILDERS AND Description 1 WESTPORT SHIPYARD INTERIOR c3869��Y a� Column Rafter Design Col -3 8 3.20 0 24 0 00 Col 3 9 -3 87 0 14 0 00 Col -3 10 4 26 0 14 0 00 Col 3 11 0 00 0 28 0 00 Col 3 12 0 00 0 28 0 00 Col 3 13 0 00 0 27 0 00 Col 3 14 0 00 0 27 0 00 Col 3 15 0 00 0 27 0 00 Col 3 16 0 00 0 27 0 00 Col 3 17 0 00 0 09 0 00 Col 3 18 0 00 0 09 0 00 Col 3 19 0 00 0 24 0 00 Col 3 20 0 00 0 24 0 00 Col -4 1 0 00 0 24 0 00 Col -4 2 0 00 0 24 0 00 Col -4 3 0 00 0 24 0 00 Col -4 4 0 00 0 24 0 00 Col -4 5 3 20 0 24 0 00 Cal -4 6 0 00 0 24 0 00 Col -4 7 0 00 0 24 0 00 Col -4 8 3 20 0 24 0 00 Col -4 9 -3 87 0 14 0 00 Col -4 10 4 26 0 14 0 00 Col-4 11 0 00 0 28 0 00 Col -4 12 0 00 0 28 0 00 Col -4 13 0 00 0 27 0 00 Col -4 14 0 00 0 27 0 00 Col -4 15 0 00 0 27 0 00 Col -4 16 0 00 0 27 0 00 Col -4 17 0 00 0 09 0 00 Col -4 18 0 00 0 09 0 00 Col -4 19 0 00 0 24 0 00 Col -4 20 0 00 0 24 0 00 Col -5 1 0 00 0 16 0 00 Col -5 2 0 00 0 16 0 00 Col -5 3 0 00 0 16 0 00 Col -5 4 0 00 0 16 0 00 Col -5 5 2 61 0 16 0 00 Col -5 6 0 00 0 16 0 00 Col 5 7 0 00 0 16 0 00 Col -5 8 2 61 0 16 0 00 Col -5 9 3 16 0 10 0 00 I I I Date 1 4/2/2008 I Designed 8y' DLB Checked By l V41 4/ 2/089 Olam Page 427 Of 526 Page 428 Of 526 HCI SUFIC BUILDING MS. INC. 3869 SHEET 214 of 263 Job No' 3869 Customer I CLALLAM BUILDERS AND Description' WESTPORT SHIPYARD INTERIOR 30060 Column Rafter Design Col -5 10 3 48 0 10 0 00 Col -5 11 0 00 0 20 0 00 Col -5 12 0 00 0 20 0 00 Col -5 13 0 00 0 19 0 00 Col -5 14 0 00 0 19 0 00 Col -5 15 0 00 0 19 0 00 Col -5 16 0 00 0 19 0 00 Col -5 17 0 00 0 07 0 00 Col -5 18 0 00 0 07 0 00 Col -5 19 0 00 0 16 0 00 Col -5 20 0 00 0 16 0 00 COLUMN MEMBER DEFLECTIONS Mem Load Deflection)in) Id Id Cala Allow Col -2 1 0 00 1 64 Col -2 2 0 00 1 64 Col 2 3 0 00 1 64 Col -2 4 0 00 1 64 Col 2 5 0 58 1 64 Col -2 6 0 00 1 64 Col -2 7 0 00 1 64 Col -2 8 0 58 1 64 Col -2 9 -0 70 1 64 Col -2 10 0 77 1 64 Col 2 11 0 00 1 64 Col 2 12 0 00 1 64 Col 2 13 0 00 1 64 Col 2 14 0 00 1 64 Col 2 15 0 00 1 64 Col 2 16 0 00 1 64 Col 2 17 0 00 1 64 Col 2 18 0 00 1 64 Col 2 19 0 00 1 64 Col 2 20 0 00 1 64 Col 3 1 0 00 1 97 Col -3 2 0 00 1 97 Col -3 3 0 00 1 97 Col -3 4 0 00 1 97 modify 1 I Date l 4/2/2008 Designed By' DLB Checked W I V41 /2/08 4 9 Olam HCI Steel Buildings, Inc. 4/2/2008 Page 429 Of 526 Page 430 Of 526 Job No 1 3869 1 modify I Job No 1 3869 modify Customer CLALLAM BUILDERS AND I Date 1 4/2/2008 Customer I CLALLAM BUILDERS AND Data 1 4/2/2008 Description WESTPORT SHIPYARD INTERIOR D esigned Hy DLB I Description' WESTPORT SHIPYARD INTERIOR Designed DLB HCI STEEL BUILDING I HCI STEEL BUILDING 1 1 Checked B 1 741 SYSTEMS, INC. SYSTEMS. INC. Checked Hy I V41 3869 Column Rafter Design 4/ 2/08 9 Olam 3869 Column Rafter Design 4/ 2/08 9 Olam Col 3 5 0 71 1 97 Col 5 7 0 00 1 64 Col 3 6 0 00 1 97 Col -5 8 0 58 1 64 Col -3 7 0 00 1 97 Col -5 9 -0 70 1 64 Col 3 6 0 71 1 97 Col -5 10 0 77 1 64 Col 3 9 -0 86 1 97 Col -5 11 0 00 1 64 Col 3 10 0 95 1 97 Col -5 12 0 00 1 64 Col 3 11 0 00 1 97 Col -5 13 0 00 1 64 Col 3 12 0 00 1 97 Col 5 14 0 00 1 64 Col 3 13 0 00 1 97 Col -5 15 0 00 1 64 Col 3 14 0 00 1 97 Col -5 16 0 00 1 64 Col 3 15 0 00 1 97 Col -5 17 0 00 1 64 Col 3 16 0 00 1 97 Col -5 18 0 00 1 64 Col -3 17 0 00 1 97 Col -5 19 0 00 1 64 Col -3 18 0 00 1 97 Col -5 20 0 00 1 64 Col 3 19 0 00 1 97 Col -3 20 0 00 1 97 Col -4 1 0 00 1 97 Col-4 2 0 00 1 97 3869 Colummn Flange Brace Report 4/ 2/08 9 Olam Col -9 3 D 00 1 97 o =e=- Col -4 4 0 00 1 97 Col -4 5 0 71 1 97 Col -4 6 0 00 1 97 Col -4 7 0 00 1 97 Mem Column Brace At Col -4 8 0 71 1 97 Id Side Part Girt_Id Col -4 9 -0 86 1 97 Col-4 10 0 95 1 97 Col -4 11 0 00 1 97 Col -4 12 0 00 1 97 Col-4 13 0 00 1 97 3869 Column Actions 6 Unbraced Lengths �4/ 2/08 9 Ola Col -4 14 0 00 1 97 r= Col -4 15 0 00 1 97 Col -4 16 0 00 1 97 LOAD COMBINATION 44 1 DL +CL +LL Col -4 17 0 00 1 97 Col -4 18 0 00 1 97 Col -4 19 0 00 1 97 -Unbraced_Length--- Col-4 20 0 00 1 97 Actions Major Minor Minor Col -5 1 0 00 1 64 Col Base Axial Shear Moment Axial Axial Bend Max Col -5 2 0 00 1 64 Id Offset k k f -k ft ft ft KL /r Col -5 3 0 00 1 64 Col 5 4 0 00 1 64 2 0 00 0 16 0 00 0 00 16 4 4 0 4 0 61 Col 5 5 0 58 1 64 2 8 20 0 16 0 00 0 00 16 4 5 0 5 0 71 Col 5 6 0 00 1 64 2 16 40 0 00 0 00 0 00 16 4 0 4 0 4 61 COLUMN FLANGE BRACES SHEET 215 of 263 HCI Steel Buildings, Inc. .12/2008 Page 431 Of 526 Page 432 Of 526 Job No 1 3869 I modify I I Job No 1 3869 +modify Customer! CLALLAM BUILDERS AND I Date 1 4/2/2008 customer] CLALLAM BUILDERS AND I Data 1 9/2/2008 I Description! Designed I P I WESTPORT SHIPYARD INTERIOR 9n ed DLB HCI STEEL BUILDING HCI STEEL BUILDING Description WESTPORT SHIPYARD INTERIOR I Designed By4 DLB SYSTEMS. INC. I I Checked BY' p91 SYSTEMS, INC. I Checked By v41 tee= 3869 Column Actions Unbraced Lengths 4/ 2/08 9 Olam 3869 Column Actions Unbraced Lengths 4/ 2/08 9 Olam Leo= =s ma s 3 000 024 000 000 197 4 0 4 0 61 3 000 024 000 000 197 4 0 40 61 3 9 87 0 24 0 00 0 00 19 7 5 0 5 0 76 3 9 87 0.24 0 00 0 00 19 7 5 0 5 0 76 3 19 74 0 00 0 00 0 00 19 7 3 7 3 7 61 3 19 74 0 00 0 00 0 00 19 7 3 7 3 7 61 4 0 00 0 24 0 00 0 00 19 7 4 0 4 0 61 4 0 00 0 24 0 00 0 00 19 7 4 0 4 0 61 4 9 87 0 24 0 00 0 00 19 7 5 0 5 0 76 4 9 87 0 24 0 00 0 00 19 7 5 0 5 0 76 4 19 74 0 00 0 00 0 00 19 7 3 7 3 7 61 4 19 74 0 00 0 00 0 00 19 7 3 7 3 7 61 5 0 00 0 16 0 00 0 00 16 4 4 0 4 0 61 5 0 00 0 16 0 00 0 00 16 4 4 0 4 0 61 5 8 20 0 16 0 00 0 00 16 4 5 0 5 0 71 5 8 20 0 16 0 00 0 00 16 4 5 0 5 0 71 5 16 40 0 00 0 00 0 00 16 4 0 4 0 4 61 5 16 40 0 00 0 00 0 00 16 4 0 4 0 4 61 LOAD COMBINATION 6 2 DL +CL +SL LOAD COMBINATION 8 4 DL +CL +0 75LL +0 75WR1 +0 75WR2 Unbraced_Length ---Unbraced_Length--- Actions Major Minor Minor Actions Major Minor Minor Col Base Axial Shear Moment Axial Axial Bend Max Col Base Axial Shear Moment Axial Axial Bend Max Id Offset k k f -k ft ft ft KL /r Id Offset k k f -k ft ft ft KL /r 2 0 00 0 16 0 00 0 00 16 4 4 0 4 0 61 2 0 00 0 16 0 00 0 00 16 4 4 0 4 0 61 2 8 20 0 16 0 00 0 00 16 4 5 0 5 0 71 2 8 20 0 16 0 00 0 00 16 4 5 0 5 0 71 2 16 40 0 00 0 00 0 00 16 4 0 4 0 4 61 2 16 40 0 00 0 00 0 00 16 4 0 4 0 4 61 3 0 00 0 24 0 00 0 00 19 7 4 0 4 0 61 3 0 00 0 24 0 00 0 00 19 7 4 0 4 0 61 3 9 87 0 24 0 00 0 00 19 7 5 0 5 0 76 3 9 87 0 24 0 00 0 00 19 7 5 0 5 0 76 3 19 74 0 00 0 00 0 00 19 7 3 7 3 7 61 3 19 74 0 00 0 00 0 00 19 7 3 7 3 7 61 4 0 00 0 24 0 00 0 00 19 7 4 0 4 0 61 4 0 00 0 24 0 00 0 00 19 7 4 0 4 0 61 4 9 87 0 24 0 00 0 00 19 7 5 0 5 0 76 4 9 87 0 24 0 00 0 00 19 7 5 0 5 0 76 4 19 74 0 00 0 00 0 00 19 7 3 7 3 7 61 4 19 74 0 00 0 00 0 00 19 7 3 7 3 7 61 5 0 00 0 16 0 00 0 00 16 4 4 0 4 0 61 5 0 00 0 16 0 00 0 00 16 4 4 0 4 0 61 5 8 20 0 16 0 00 0 00 16 4 5 0 5 0 71 5 8 20 0 16 0 00 0 00 16 4 5 0 5 0 71 5 16 40 0 00 0 00 0 00 16 4 0 4 0 4 61 5 16 40 0 00 0 00 0 00 16 4 0 4 0 4 61 LOAD COMBINATION 3 DL +CL +0 75LL +0 75WL1 +0 75WL2 LOAD COMBINATION 8 5 DL +CL +0 75LL +0 75W5 Unbraced_Length Unbraced_Length-- Actions Major Minor Minor Actions Major Minor Minor Col Base Axial Shear Moment Axial Axial Bend Max Col Base Axial Shear Moment Axial Axial Bend Max Id Offset k k f -k ft ft ft KL /r Id Offset k k f -k ft ft ft KL /r 2 0 00 0 16 0 00 0 00 16 4 4 0 4 0 61 2 0 00 0 16 2 61 0 00 16 4 4 0 4 0 61 2 8 20 0 16 0 00 0 00 16 4 5 0 5 0 71 2 8 20 0 16 0 00 10 72 16 4 5 0 5 0 71 2 16 40 0 00 0 00 0 00 16 4 0 4 0 4 61 2 16 40 0 00 2 61 0 00 16 4 0 4 0 4 61 SHEET 216 of 263 HCI Steel Buildings Inc. /2/2008 Job No 1 3869 1 modify 1 I Customer' CLALLAM BUILDERS AND I Date 1 4/2/2008 Description' WESTPORT SHIPYARD INTERIOR I Designed B DLB HCI STEEL BUILDING SYSTEMS. INC. I Checked B I V41 3 0 00 3 9 87 3 19 74 4 0 00 4 9 87 4 19 74 5 0 00 5 8 20 5 16 40 Page 433 Of 526 Page 434 Of 526 Job No 1 3869 I modify Customer I CLALLAM BUILDERS AND I Date 1 4/2/2008 Description) WESTPORT SHIPYARD INTERIOR I De igned 13y1 DLB SYSTEMS. INC. HCI STEEL BUILDING heilimra Checked ByI V41 3869 Column Actions Unbraced Lengths 4/ 2/08 9 Olam 3869 Column Actions Unbraced Lengths 4/ 2/08 9 Olam 0 24 -3 20 0 00 19 7 4 0 4 0 61 3 0 00 0 24 0 00 0 00 19 7 4 0 4 0 61 O 24 0 00 15 78 19 7 5 0 5 0 76 3 9 87 0 24 0 00 0 00 19 7 5 0 5 0 76 0 00 3 20 0 00 19 7 3 7 3 7 61 3 19 74 0 00 0 00 0 00 19 7 3 7 3 7 61 O 24 3 20 0 00 19 7 4 0 4 0 61 4 0 00 0 24 0 00 0 00 19 7 4 0 4 0 61 0.24 0 00 15 78 19 7 5 0 5 0 76 4 9 87 0 24 0 00 0 00 19 7 5 0 5 0 76 0 00 3 20 0 00 19 7 3 7 3 7 61 4 19 74 0 00 0 00 0 00 19 7 3 7 3 7 61 O 16 -2 61 0 00 16 4 4 0 4 0 61 5 0 00 0 16 0 00 0 00 16 9 4 0 9 0 61 O 16 0 00 10 72 16 4 5 0 5 0 71 5 8 20 0 16 0 00 0 00 16 4 5 0 5 0 71 O 00 2 61 0 00 16 4 0 4 0 4 61 5 16 40 0 00 0 00 0 00 16 4 0 4 0 4 61 LOAD COMBINATION 6 DL +CL +0 75SL +0 75WL1 +0 75WL2 LOAD COMBINATION 8 DL +CL +0 75SL +0 75WS Unbraced_Length Unbraced_Length Actions Major Minor Minor Actions Major Minor Minor Col Base Axial Shear Moment Axial Axial Bend Max Col Base Axial Shear Moment Axial Axial Bend Max Id Offset k k f -k ft ft ft KL /r Id Offset k k f -k ft ft ft KL /r i 2 0 00 0 16 0 00 0 00 16 4 4 0 4 0 61 2 0 00 0 16 2 61 0 00 16 4 4 0 4 0 61 2 8 20 0 16 0 00 0 00 16 4 5 0 5 0 71 2 8 20 0 16 0 00 10 72 16 4 5 0 5 0 71 2 16 40 0 00 0 00 0 00 16 4 0 4 0 4 61 2 16 40 0 00 2 61 0 00 16 4 0 4 0 4 61 3 0 00 0 24 0 00 0 00 19 7 4 0 4 0 61 3 0 00 0 24 -3 20 0 00 19 7 4 0 4 0 61 3 9 87 0 24 0 00 0 00 19 7 5 0 5 0 76 3 9 87 0 24 0 00 15 78 19 7 5 0 5 0 76 3 19 74 0 00 0 00 0 00 19 7 3 7 3 7 61 3 19 74 0 00 3 20 0 00 19 7 3 7 3 7 61 4 0 00 0 24 0 00 0 00 19 7 4 0 4 0 61 4 0 00 0 24 -3 20 0 00 19 7 4 0 4 0 61 4 9 87 0 24 0 00 0 00 19 7 5 0 5 0 76 4 9 87 0 24 0 00 15 78 19 7 5 0 5 0 76 4 19 74 0 00 0 00 0 00 19 7 3 7 3 7 61 4 19 74 0 00 3 20 0 00 19 7 3 7 3 7 61 5 0 00 0 16 0 00 0 00 16 4 4 0 4 0 61 5 0 00 0 16 -2 61 0 00 16 4 4 0 4 0 61 5 8 20 0 16 0 00 0 00 16 4 5 0 5 0 71 5 8 20 0 16 0 00 10 72 16 4 5 0 5 0 71 5 16 40 0 00 0 00 0 00 16 4 0 4 0 4 61 5 16 40 0 00 2 61 0 00 16 4 0 4 0 4 61 LOAD COMBINATION 7 DL +CL +0 75SL +0 75WR1 +0 75WR2 LOAD COMBINATION 9 0 6DL +WP +LW1 Unbraced_Length Unbraced_Length Actions Major Minor Minor Actions Major Minor Minor Col Base Axial Shear Moment Axial Axial Bend Max Col Base Axial Shear Moment Axial Axial Bend Max Id Offset k k f k ft ft ft KL /r Id Offset k k f -k ft ft ft KL /r 2 0 00 0 16 0 00 0 00 16 4 4 0 4 0 61 2 0 00 0 10 3 16 0 00 16 4 4 0 4 0 61 2 8 20 0 16 0 00 0 00 16 4 5 0 5 0 71 2 8 20 0 10 0 00 12 97 16 4 5 0 5 0 71 2 16 40 0 00 0 00 0 00 16 4 0 4 0 4 61 2 16 40 0 00 3 16 0 00 16 4 0 4 0 4 61 SHEET 217 of 263 HCI Steel Buildings, Inc. 4/2/2008 Job No 1 3869 1:1 Customer' CLALLAM BUILDERS AND Des oription WESTPORT SHIPYARD INTERIOR HCI STEEL BUILDING SYSTEMS. INC. LOAD COMBINATION 410 0 6DL+WS +LW1 Col Base Id Offset I ufy 1 Date 1 4/2/2008 1 Designed Byl DLB Checked By 1 V41 3869 Column Actions 6 Unbraced Lengths 4/ 2/08 9 Olam -a 3 -90— s v 0 14 3 87 0 00 197 4 O 4 0 61� 00 3 9 87 0 14 0 00 -19 09 19 7 5 0 5 0 76 3 19 74 0 00 3 87 0 00 19 7 3 7 3 7 61 4 0 00 0 14 3 87 0 00 19 7 4 0 4 0 61 4 9 87 0 14 0 00 -19 09 19 7 5 0 5 0 76 4 19 74 0 00 3 87 0 00 19 7 3 7 3 7 61 5 0 00 0 10 3 16 0 00 16 4 4 0 4 0 61 5 8 20 0 10 0 00 -12 97 16 4 5 0 5 0 71 5 16 40 0 00 -3 16 0 00 16 4 0 4 0 4 61 Page 435 Of 526 Page 436 Of 526 HCI STEEL BUILDING SYSTEMS. INC. 3 0 00 3 9 87 3 19 74 4 0 00 4 9 87 4 19 74 5 0 00 5 8 20 5 16 40 Job No l 3869 1 modify customer' CLALLAM BUILDERS AND I Date 1 4/2/2008 Description 1 WESTPORT SHIPYARD INTERIOR I Designed BA DLB I 1 Checked By 1 V41 LOAD COMBINATION 412 1 2DL+1 2CL 1 OSeis 3869 Column Actions 6 Unbraced Lengths 4/ 2/08 9 Olam O 28 0 00 0 00 19 7 4 0 4 0 61 028 000 000 197 50 50 76 O 00 0 00 0 00 19 7 3 7 3 7 61 0 28 0 00 0 00 19 7 4 0 4 0 61 0 28 0 00 0 00 19 7 5 0 5 0 76 0 00 0 00 0 00 19 7 3 7 3 7 61 O 20 0 00 0 00 16 4 4 0 4 0 61 O 20 0 00 0 00 16 4 5 0 5 0 71 O 00 0 00 0 00 16 4 0 4 0 4 61 Unbraced_Length ---Unbraced_Length- Actions Major Minor Minor Actions Major Minor Minor Axial Shear Moment Axial Axial Bend Max Col Base Axial Shear Moment Axial Axial Bend Max k k f -k ft ft ft KL /r Id Offset k k f -k ft ft ft KL /r 2 0 00 0 10 3 48 0 00 16 4 4 0 4 0 61 2 0 00 0 20 0 00 0 00 16 4 4 0 4 0 61 2 8 20 0 10 0 00 14 29 16 4 5 0 5 0 71 2 8 20 0 20 0 00 0 00 16 4 5 0 5 0 71 2 16 40 0 00 3 48 0 00 16 4 0 4 0 4 61 2 16 40 0 00 0 00 0 00 16 4 0 4 0 4 61 3 0 00 0 14 -4 26 0 00 19 7 4 0 4 0 61 3 0 00 0 28 0 00 0 00 19 7 4 0 4 0 61 3 9 87 0 14 0 00 21 04 19 7 5 0 5 0 76 3 9 87 0 28 0 00 0 00 19 7 5 0 5 0 76 3 19 74 0 00 4 26 0 00 19 7 3 7 3 7 61 3 19 74 0 00 0 00 0 00 19 7 3 7 3 7 61 4 0 00 0 14 -4 26 0 00 19 7 4 0 4 0 61 4 0 00 0 28 0 00 0 00 19 7 4 0 4 0 61 4 9 87 0 14 0 00 21 04 19 7 5 0 5 0 76 4 9 87 0 28 0 00 0 00 19 7 5 0 5 0 76 4 19 74 0 00 4 26 0 00 19 7 3 7 3 7 61 4 19 74 0 00 0 00 0 00 19 7 3 7 3 7 61 5 0 00 0 10 3 48 0 00 16 4 4 0 4 0 61 5 0 00 0 20 0 00 0 00 16 4 4 0 4 0 61 5 8 20 0 10 0 00 14 29 16 4 5 0 5 0 71 5 8 20 0 20 0 00 0 00 16 4 5 0 5 0 71 5 16 40 0 00 3 48 0 00 16 4 0 4 0 4 61 5 16 40 0 00 0 00 0 00 16 4 0 4 0 4 61 LOAD COMBINATION 411 1.2DL +1 2CL +Seis LOAD COMBINATION 413 1 15DL +1 15CL +0 75LL +0 52Seis Unbraced Unbraced_Length Actions- Major Minor Minor Actions Major Minor Minor Col Base Axial Shear Moment Axial Axial Bend Max Col Base Axial Shear Moment Axial Axial Bend Max Id Offset k k f k ft ft ft KL /r Id Offset k k f -k ft ft ft KL /r 2 0 00 0 20 0 00 0 00 16 4 4 0 4 0 61 2 0 00 0 19 0 00 0 00 16 4 4 0 4 0 61 2 8 20 0 20 0 00 0 00 16 4 5 0 5 0 71 2 8 20 0 19 0 00 0 00 16 4 5 0 5 0 71 2 16 40 0 00 0 00 0 00 16 4 0 4 0 4 61 2 16 40 0 00 0 00 0 00 16 4 0 4 0 4 61 SHEET 218 of 263 HCI Steel Buildings, Inc. /2/2008 Job No 1 3869 I modify 1:1 I Customer' CLALLNN BUILDERS AND Date 14 /z /2008 DescriptionI I4ESTPORT SHIPYARD INTERIOR 'Designed B4 DLB MCI STEEL BUILDING I 1 Checked By' V41 I SYSTEMS. INC. 3869 Column Actions Unbraced Lengths Oc 4/ 2/08 9 Olam 0=6.66=== .--a0... -.0 =00 .0 3 0 00 0 27 0 00 0 00 19 7 4 0 4 0 61 3 9 87 0 27 0 00 0 00 19 7 5 0 5 0 76 3 19 74 0 00 0 00 0 00 19 7 3 7 3 7 61 4 0 00 0 27 0 00 0 00 19 7 4 0 4 0 61 4 9 87 0 27 0 00 0 00 19 7 5 0 5 0 76 4 19 74 0 00 0 00 0 00 19 7 3 7 3 7 61 5 0 00 0 19 0 00 0 00 16 4 4 0 4 0 61 5 8 20 0 19 0 00 0 00 16 4 5 0 5 0 71 5 16 40 0 00 0 00 0 00 16 4 0 4 0 4 61 Page 437 Of 526 Page 438 Of 526 HCI STEEL BUILDING SYSTEMS. INC. Job No 1 3869 I modify Customer I CLALLAM BUILDERS AND I Date 1 4/2/2008 Description) WESTPORT SHIPYARD INTERIOR I Designed Byl DLB I 1 I Checked By V91 00= ,6 06 Column Actions Unbraced Lengths 4/ 2/08 3869 9 Olam 666 66606 660= 66 .0000606 -0006= 3 0 00 0 27 0 00 0 00 19 7 4 0 4 0 61 3 9 87 0 27 0 00 0 00 19 7 5 0 5 0 76 3 19 74 0 00 0 00 0 00 19 7 3 7 3 7 61 4 0 00 0 27 0 00 0 00 19 7 4 0 4 0 61 4 987 0 27 0 00 0 00 197 50 50 76 4 19 74 0 00 0 00 0 00 19 7 3 7 3 7 61 5' 0 00 0 19 0 00 0 00 16 4 4 0 4 0 61 5 820 019 000 000 164 50 50 71 5 16 40 0 00 0 00 0 00 16 4 0 4 0 4 61 LOAD COMBINATION 914 1 15DL +1 15CL +0 75LL -0 52Seis LOAD COMBINATION 916 1 15DL +1 15CL +0 758L -0 52Seis Unbraced_Length --Unbraced_Length--- Actions Major Minor Minor Actions- Major Minor Minor Co1 Base Axial Shear Moment Axial Axial Bend Max Col Base Axial Shear Moment Axial Axial Bend Max Id Offset k k f -k ft ft ft KL /r Id Offset k k f -k ft ft ft KL /r 2 0 00 0 19 0 00 0 00 16 4 4 0 4 0 61 2 0 00 0 19 0 00 0 00 16 4 4 0 4 0 61 2 8 20 0 19 0 00 0 00 16 4 5 0 5 0 71 2 8 20 0 19 0 00 0 00 16 4 5 0 5 0 71 2 16 40 0 00 0 00 0 00 16 4 0 4 0 4 61 2 16 40 0 00 0 00 0 00 16 4 0 4 0 4 61 3 0 00 0 27 0 00 0 00 19 7 4 0 4 0 61 3 0 00 0 27 0 00 0 00 19 7 4 0 4 0 61 3 9 87 0 27 0 00 0 00 19 7 5 0 5 0 76 3 9 87 0 27 0 00 0 00 19 7 5 0 5 0 76 3 19 74 0 00 0 00 0 00 19 7 3 7 3 7 61 3 19 74 0 00 0 00 0 00 19 7 3 7 3 7 61 4 0 00 0 27 0 00 0 00 19 7 4 0 4 0 61 4 0 00 0 27 0 00 0 00 19 7 4 0 4 0 61 4 9 87 0.27 0 00 0 00 19 7 5 0 5 0 76 4 9 87 0 27 0 00 0 00 19 7 5 0 5 0 76 4 19 74 0 00 0 00 0 00 19 7 3 7 3 7 61 4 19 74 0 00 0 00 0 00 19 7 3 7 3 7 61 5 0 00 0 19 0 00 0 00 16 4 4 0 4 0 61 5 0 00 0 19 0 00 0 00 16 4 4 0 4 0 61 5 8 20 0 19 0 00 0 00 16 4 5 0 5 0 71 5 8 20 0 19 0 00 0 00 16 4 5 0 5 0 71 5 16 40 0 00 0 00 0 00 16 4 0 4 0 4 61 5 16 40 0 00 0 00 0 00 16 4 0 4 0 4 61 LOAD COMBINATION 915 1 15DL +1 15CL +0 75SL +0 52Seis LOAD COMBINATION 917 0 4DL +Seis Unbraced_Length ---Unbraced_Length--- Actions Major Minor Minor Actions Major Minor Minor Co1 Base Axial Shear Moment Axial Axial Bend Max Col Base Axial Shear Moment Axial Axial Bend Max Id Offset k k f k ft ft ft KL /r Id Offset k k f -k ft ft ft KL /r 2 0 00 0 19 0 00 0 00 16 4 4 0 4 0 61 2 0 00 0 07 0 00 0 00 16 4 4 0 4 0 61 2 8 20 0 19 0 00 0 00 16 4 5 0 5 0 71 2 8 20 0 07 0 00 0 00 16 4 5 0 5 0 71 2 16 40 0 00 0 00 0 00 16 4 0 4 0 4 61 2 16 40 0 00 0 00 0 00 16 4 0 4 0 4 61 SHEET 219 of 263 HCI Steel Buildings, Inc. ./2/2008 Job No i 3869 i modify Customer i CLALLAM BUILDERS AND i Date l 4/2/2008 Description' WESTPORT SHIPYARD INTERIOR Designed Byl DLB i I Checked By I V41 3869 Column Actions 6 Unbraced Lengths 4/ 2/08 9 Olam 3 000 0 09 000 000 197 4 0 40 61 3 9 87 0 09 0 00 0 00 19 7 5 0 5 0 76 3 19 74 0 00 0 00 0 00 19 7 3 7 3 7 61 4 0 00 0 09 0 00 0 00 19 7 4 0 4 0 61 4 9 87 0 09 0 00 0 00 19 7 5 0 5 0 76 4 19 74 0 00 0 00 0 00 19 7 3 7 3 7 61 5 0 00 0 07 0 00 0 00 16 4 4 0 4 0 61 5 8 20 0 07 0 00 0 00 16 4 5 0 5 0 71 5 16 40 0 00 0 00 0 00 16 4 0 4 0 4 61 HCI STEEL BUILDING SYSTEMS. INC. LOAD COMBINATION 418 0 4DL -1 OSeis LOAD COMBINATION #19 DL +CL +ADX1 Page 439 Of 526 Page 440 Of 526 i Job No i 3869 i modify i Customer CLALLAM BUILDERS AND l Date 1 4/2/2008 Description! WESTPORT SHIPYARD INTERIOR I Designed By DLB HCI STEEL BUILDING SYSTEMS. INC. Unbraced Length- Unbraced_Length Actions Major Minor Minor Actions Major Minor Minor Col Base Axial Shear Moment Axial Axial Bend Max Col Base Axial Shear Moment Axial Axial Bend Max Id Offset k k f -k ft ft ft KL /r Id Offset k k f -k ft ft ft KL /r 2 0 00 0 07 0 00 0 00 16 4 4 0 4 0 61 2 0 00 0 16 0 00 0 00 16 4 4 0 4 0 61 2 8 20 0 07 0 00 0 00 16 4 5 0 5 0 71 2 8 20 0 16 0 00 0 00 16 4 5 0 5 0 71 2 16 40 0 00 0 00 0 00 16 4 0 4 0 4 61 2 16 40 0 00 0 00 0 00 16 4 0 4 0 4 61 3 0 00 0 09 0 00 0 00 19 7 4 0 4 0 61 3 0 00 0 24 0 00 0 00 19 7 4 0 4 0 61 3 9 87 0 09 0 00 0 00 19 7 5 0 5 0 76 3 9 87 0 24 0 00 0 00 19 7 5 0 5 0 76 3 19 74 0 00 0 00 0 00 19 7 3 7 3 7 61 3 19 74 0 00 0 00 0 00 19 7 3 7 3 7 61 4 0 00 0 09 0 00 0 00 19 7 4 0 4 0 61 4 0 00 0 24 0 00 0 00 19 7 4 0 4 0 61 4 9 87 0 09 0 00 0 00 19 7 5 0 5 0 76 4 9 87 0 24 0 00 0 00 19 7 5 0 5 0 76 4 19 74 0 00 0 00 0 00 19 7 3 7 3 7 61 4 19 74 0 00 0 00 0 00 19 7 3 7 3 7 61 5 0 00 0 07 0 00 0 00 16 4 4 0 4 0 61 5 0 00 0 16 0 00 0 00 16 4 4 0 4 0 61 5 8 20 0 07 0 00 0 00 16 4 5 0 5 0 71 5 8 20 0 16 0 00 0 00 16 4 5 0 5 0 71 5 16 40 0 00 0 00 0 00 16 4 0 4 0 4 61 5 16 40 0 00 0 00 0 00 16 4 0 4 0 4 61 3869 Base Plate Anchor Bolt Design 4/ 2/08 9 Olam Unbraced_Length ma===—=— wm Actions- Major Minor Minor Col Base Axial Shear Moment Axial Axial Bend Max Id Offset k k f k ft ft ft KL /r Column_Base Max Reactions(k --Plate_Size(in)-- Bolts(A307 Id Depth Comp Tens Shear Width Length Thick Row Diam Gage 2 0 00 0 16 0 00 0 00 16 4 4 0 4 0 61 2 8 20 0 16 0 00 0 00 16 4 5 0 5 0 71 Col -2 7 9 0 2 0 0 3 5 6 0 7 9 0 375 2 0 750 3 00 2 16 40 0 00 0 00 0 00 16 4 0 4 0 4 61 Col 3 9 9 0 2 0 0 4 3 6 0 9 9 0 375 2 0 750 3 00 SHEET 220 of 263 i Checked By l V41 3869 Column Actions Unbraced Lengths 4/ 2/08 9 Olam 3 0 00 0 24 0 00 0 00 19 7 4 0 4 0 61 3 9 87 0 24 0 00 0 00 19 7 5 0 5 0 76 3 19 74 0 00 0 00 0 00 19 7 3 7 3 7 61 9 0 00 0 24 0 00 0 00 19 7 4 0 4 0 61 4 9 87 0 24 0 00 0 00 19 7 5 0 5 0 76 4 19 74 0 00 0 00 0 00 19 7 3 7 3 7 61 5 0 00 0 16 0 00 0 00 16 4 4 0 4 0 61 5 8 20 0 16 0 00 0 00 16 4 5 0 5 0 71 5 16 40 0 00 0 00 0 00 16 4 0 4 0 4 61 LOAD COMBINATION #20 DL +CL +AUX2 HCI Steel Buildings, Inc. 4/2/2008 Job No 1 Customer i CLAL CLALLAM BUILDERS AND Description 1 WESTPORT SHIPYARD INTERIOR HCI STEEL BUILDING SYSTEMS, INC. I modify 1 I Date 1 4/2/2008 Designed 8yl DLB Checked By 1 V41 3869 Base Plate 6 Anchor Bolt Design 4/ 2/08 9 Olam Col -4 9 9 0 2 0 0 4 3 6 0 9 9 0 375 2 0 750 3 00 Col -5 7 9 0 2 0 0 3 5 6 0 7 9 0 375 2 0 750 3 00 Page 441 Of 526 Page 442 Of 526 HCI STEEL BUILDING SYSTEMS. INC. =a 5 3 0 65 0 65 0 65 3869 Flush Girt Design Report 4/ 2/08 9 Olam n m =a GIRT INSIDE FLANGE BRACE NO _Brace /Bay GIRT LOCATION 1 2 3 4 5 Bay No. Girt Id Id Girt 1 2 3 4 0 0 0 0 0 3869 Flush Girt a Design Report 4/ 2/08 9 Olam =a 0 65 1 3 0 65 0 65 2 4 0 65 0 65 0 65 0 65 3 4 0 65 0 65 0 65 0 65 4 4 0 65 0 65 0 65 0 65 SHEET 221 of 263 I Job No 1 3869 1 modify 1 Customer I CLALLAN BUILDERS AND I Date 1 4/2/2008 Description) NESTPOAT SHIPYARD INTERIOR 1 Designed By4 DLB Checked By 1i V91 1 3 4 000 7 333 12 333 GIRT ACTIONS 2 4 4 000 7 333 12 333 16 000 Bay Girt Ld Shear(k Moment(f -k Mom+ Deflect(in) i 3 4 4 000 7 333 12 333 16 000 Id Id Id Calc Allow UC Calc Allow UC Shear Calc Allow UC 4 4 4 000 7 333 12 333 16 000 I 5 3 4 000 7 333 12 333 1 1 WP 0 68 4 54 0 15 3 23 5 67 0 57 0 19 -0 79 2 53 0 31 I WS -0 75 4 54 0 17 3 56 3 69 0 97 0 23 0 87 2 53 0 34 GIRT SPAN 1 2 WP 0 77 11 71 0 07 3 67 8 84 0 42 0 10 -0 64 2 53 0 25 Bay NO Girt id WS 0 85 11 71 0 07 4 04 5 74 0 70 0 12 0 70 2 53 0 28 Id Girt 1 2 3 4 1 3 WP 0 71 4 54 0 16 3 35 5 67 0 59 0 20 -0 82 2 53 0 32 WS 0 78 4 54 0 17 3 69 3 69 1 00 0 25 0 90 2 53 0 36 1 3 18 958 18 958 18 958 2 1 WP 0 69 4 54 0 15 -3 33 5 67 0 59 0 20 -0 84 2 57 0 33 2 4 19 250 19 250 19 250 19 250 WS -0 76 4 54 0 17 3 67 3 69 1 00 0 24 0 92 2 57 0 36 3 4 3 250 3 250 3 250 19 250 2 2 WP 0 79 11 71.0 07 3 78 8 84 0 43 0 10 -0 68 2 57 0 26 4 4 19 250 19 250 19 250 19 250 WS -0 87 11 71 0 07 4 17 5 74 0 73 0 13 0 74 2 57 0 29 5 3 18 958 18 958 18 958 2 3 WP 0 82 11 71 0 07 3 93 8 84 0 45 0 11 -0 70 2 57 0 27 WS 0 90 11 71 0 08 4 34 5 74 0 75 0 14 0 77 2 57 0 30 GIRT SIZE 2 4 WP -0 55 2 41 0 23 2 66 4 39 0 61 0 22 -0 73 2 57 0 28 I Bay No Girt Id W5 -0 61 2 41 0 25 2 93 2 85 1 03 0 27 0 80 2 57 0 31 Id Girt 1 2 3 4 3 1 WP -0 12 2 41 0 05 -0 09 4 33 0 02 0 00 0 00 0 43 0 00 WS -0 13 2 41 0 05 0 10 4 33 0 02 0 00 0 00 0 43 0 00 1 3 8225014 8225012 8125014 3 2 WP 0 13 2 41 0 06 -0 11 4 33 0 02 0 00 0 00 0 43 0 00 2 4 8225014 8225012 8225012 8230016 WS -0 15 2 41 0 06 0 12 4 33 0 03 0 00 0 00 0 43 0 00 3 4 8125016 8225016 8225016 8130010 3 3 WP 0 14 2 41 0 06 -0 11 4 33 0 03 0 00 0 00 0 43 0 00 4 4 8225014 8225012 8225012 82301116 745 0 15 2 41 0 06 0 12 4 33 0 03 0 00 0 00 0 43 0 00 5 3 8225014 8225012 8225014 3 4 WP -1 84 19 85 0 09 -7 04 12 61 0 56 0 00 -0 95 2 57 0 37 WS -2 02 19 85 0 10 7 76 8 20 0 95 0 DO 1 04 2 57 0 41 GIRT REDUCTION FACTOR. 4 1 WP 0 69 4 54 0 15 3 33 5 67 0 59 0 20 -0 84 2 57 0 33 Bay No Girt Id WS -0 76 4 54 0 17 3 67 3 69 1 00 0 24 0 92 2 57 0 36 Id Girt 1 2 3 4 4 2 WP 0 79 11 71 0 07 -3 78 8 84 0 43 0 10 -0 68 2 57 0 26 WS -0 87 11 71 0 07 4 17 5 74 0 73 0 13 0 74 2 57 0 29 HCI Steel Buildings, Inc. ./2/2008 JAMB /HEADER LAYOUT 1:1 Job No! 3869 modify Customer I CLALLAM BUILDERS AND I Date 4/2/2008 Description! WESTPORT SHIPYARD INTERIOR I Designed By! DLB HCI STEEL BUILDING SYSTEMS. INC. I I I Checked BY V41 3869 Flush Girt Design Report 4/ 2/08 9 Olam weeea4�__ 4 3 WP 0 82 11 71 0 07 3 93 8 84 0 45 0 11 -0 70 2 57 0 27 WS 0 90 11 71 0 08 4 34 5 74 0 75 0 14 0 77 2 57 0 30 4 4 WP -0 55 2 41 0 23 2 66 4 39 0 61 0 22 -0 73 2 57 0 28 WS -0 61 2 41 0 25 2 93 2 85 1 03 0 27 0 80 2 57 0 31 5 1 WP 0 68 4 54 0 15 -3 23 5 67 0 57 0 19 -0 79 2 53 0 31 WS -0 75 4 54 0 17 3 56 3 69 0 97 0 23 0 87 2 53 0 34 5 2 WP 0 77 11 71 0 07 3 67 8 84 0 42 0 10 -0 64 2 53 0 25 WS -0 85 11 71 0 07 4 04 5 74 0 70 0 12 0 70 2 53 0 28 5 3 WP -0 71 4 54 0 16 -3 35 5 67 0 59 0 20 -0 82 2 53 0 32 WS -0 78 4 54 0 17 3 69 3 69 1 00 0 25 0 90 2 53 0 36 3 Jamb -L 8C30E14 16 00 58 2 Jamb -R 8C30E14 16 00 58 2 Header 8C25E16 12 00 33 1 STRENGTH /DEFLECTION Bay Member Ld Shear(k Moment(f k Mom+ Deflect(in) Id Id Id Calc Vn /sf DC Calc Ma /sf UC Shear Calc Allow 3869 Wall Panel Report 4/ 2/08 9 Olam Page 443 Of 526 Page 444 Of 526 HCI STEEL BUILDING SYSTEMS. INC. MOMENTS DEFLECTION 1 4 00 WP 32 2 114 8 0 28 -33 7 104 1 0 32 -0 07 0 80 0 09 -e =.m.. WS 34 8 104 1 0 33 36 4 114 8 0 32 0 08 0 80 0 10 3869 Door Jamb Header Summary 4/ 2/08 9 Olam 2 3 33 WP 41 9 114 8 0 36 3 2 114 8 0 03 0 02 0 67 0 03 --na --e.- WS -45 3 104 1 0 44 3 5 104 1 0 03 -0 02 0 67 0 03 3 5 00 WP 41 9 114 8 0 36 37 2 104 1 0 36 -0 11 1 00 0 11 WS -45 3 104 1 0 44 40 3 114 8 0 35 0 12 1 00 0 12 4 3 67 WP 64 5 114 8 0 56 7 8 114 8 0 07 0 04 0 73 0 05 Bay Member Member Member Member WS -69 9 104 1 0 67 -8 5 104 1 0 08 -0 04 0 73 0 06 Id Id Size Length Weight 5 5 52 WP 64 5 114 8 0 56 -62 6 104 1 0 60 -0 25 1 10 0 22 WS -69 9 104 1 0 67 67 8 114 8 0 59 0 27 1 10 0 24 PANEL DATA. No Warnings SHEET 222 of 263 3869 Wall Panel Report 4/ 2/08 9 Olam Bay Part Type Gage Yield Job No 1 3869 I modify Customer I CLALLAM BUILDERS AND I Date 4/2/2008 Description! WESTPORT SHIPYARD INTERIOR Designed B DLB Checked Byl V41 3 HHR 26 HR 26 00 50 0 Moment(ft- ib /ft) Span Span LD Support Midspan Deflect(in) Id (ft) Id Calc Mn /sf UC Calc Mn /sf UC Calc Allow UC 3869 Screw Report wee 4/ 2/08 9 Olam 3 Jamb -L WP -1 25 4 53 0 28 -5 02 5 80 0 B7 0 44 -0 77 2 13 BASE SCREW CHECK WS 1 37 4 53 0 30 5 48 5 68 0 96 0 52 0 84 2 13 Screw Force /Screw Shear Jamb -R WP -1 25 4 53 0 28 -5 02 5 80 0 87 0 44 -0 77 2 13 Wall Base Dia Space Shear Wind Seia Limit Max WS 1 37 4 53 0 30 5 48 5 68 0 96 0 52 0 84 2 13 Id Length Part (in) (ft) (k (k (k (k DC Header WP -0 12 2 41 0 05 -0 35 4 19 0 08 0 00 -0 04 1 60 WS 0 13 2 41 0 05 0 39 2 72 0 14 8 01 0 05 1 60 1 0 00 1214112 0 21 1 00 1 90 0 000 0 000 0 226 0 00 3869 Endwall Design warning Report 4/ 2/08 9 Olam HCI Steel Buildings, Inc. 4/2/2008 1 Job No 1 3869 1:1 Customer 1 CLALLAM BUILDERS AND Description) WESTPORT SHIPYARD INTERIOR HCI STEEL BUILDING SYSTEMS. INC. I 3869 Endwall Weight Summary FORCED SPACING• Total Column Weight Total Rafter Weight Total /Girt Weight Total Door Jamb Weight Total Bracing Weight Total Clips Weight Total Endwall Weight 801 78 0 00 1207 89 149 60 0 00 69 30 2228 56 I modify 1 Date 1 4/2/2008 I Designed Byl DLB Checked By! V41 4/ 2/08 9 Olam Page 445 Of 526 HCI b I ttL BUILDING SYSTEMS. INC. 3869 Rigid Frame Design Input Echo 1)JOBID: 3869 2)PROGRAM OPTIONS *Frame Frame Stress Id Type Space 1 RFE 5 00 3)ANALYSIS OPTIONS *Plate Depth Frame Column_Dep_Opt(in) Opt Opt Sym Typ Min Max N' N Y T 8 00 50 00 4)DESIGN CODE *Design Code WS SHEET 223 of 263 Steel_Code Cold Hot NAUS01 AISCO5 5)DESIGN CONSTANTS Stress_Ratio Frame Col EP BP 1 03 1 03 1 03 1 03 6)STEEL YIELDS Web Flg C_Sec W_Sec 50 0 55 0 55 0 50 0 Job No 1 3869 Customer 1 CLALLAM BUILDERS AND Description' WESTPORT SHIPYARD INTERIOR Frame Space 11 30 7)DEFLECTION LIMITS Vertical -Horizontal Live Total Total Seis Crane 180 0 120 0 60 0 50 0 100 0 No_Of End_COnn Cycle Lt Rt 7 P P ---Strength_Factor- Seismic Wind Frame SpcEP 1 0000 1 7000 1 7000 Weak Axis 60 0 Splice Fix 1 00 Build Seismic Country Code Year Zone IBC 06 D R Sec P Sec T_Sec U_Sec EP BP 50 0 35 0 46 0 36 0 55 0 55 0 8)REPORTS Input Design End Base Revise Action Sec Flange Echo Summary Plate Plate Input Stress Prop Brace I Y 4 Y' N N N' N' 1 modify 1 Date 1 4/2/2008 Designed Byl DLB Checked By I V41 4/ 1 /08 3 35pm Frame Frame Option Option_Id Rafter Dep_Opt(in) Web_Stiffener Typ Min Max Use Ratio Side P -Delta T 10 00 60 00 N 0 00 Y EL Segment Unbrc Floor Cable Displ Len React React N N' Y Y Page 446 Of 526 HCI Steel Buildings Inc. modify 1 Job No 1 3869 Customer I CLALLAM BUILDERS AND I Date 1 4/2/2008 Des criptionI WESTPORT SHIPYARD INTERIOR Designed ByI DLB HCI STEEL BUILDING SYSTEMS. INC. 1 Checked By I V41 9)BUILDING SHAPE No X_Coord Surf (ft) 4 0 0000 50 0000 100 0000 100 0000 (11)MEMBER SPLICES Surf No Splice Id Splice Loc(ft) 1 0 2 2 0 0000 30 5647 3 2 0 0000 20 1250 4 1 0 0000 (12)SEGMENT PLATES *No Surf Mem Seg Seg *Seg Id Id Id Len(ft) 8 1 1 1 0 0000 2 2 2 0 0000 2 3 3 0 0000 2 4 4 0 0000 3 5 5 0 0000 3 6 6 0 0000 3 7 7 0 0000 4 8 8 0 0000 Y Coord Offset (ft) (in) 14 0000 8 000 22 3333 9 000 14 0000 9 000 0 0000 8 000 (10)MEMBER DEPTHS *Surf Depth(in) No Interior_Depths Id Start End Dep Loc(ft) Depth(in) 1 13 250 36 000 0 2 30 000 20 000 2 20 5647 14 000 30 5647 14 000 3 20 000 30 000 2 20 1250 14 000 30 1250 14 000 4 36 000 13 250 0 Splice Type PEE EE -EE EE PEE Member Part Flange Plate_Thickness(in) Widin Web OS_Flg IS_Flg 8 00 0 2500 0 3750 0 3750 8 00 0 2500 0 3750 0 5000 8 00 0 1345 0 3750 0 3750 6 00 0 1345 0 3125 0 2500 6 00 0 1345 0 3125 0 2500 8 00 0 1345 0 3750 0 3750 8 00 0 2500 0 3750 0 5000 8 00 0 2500 0 3750 0 3750 (13)INTERIOR COLUMNS No Col Col Col Col Connection Rafter Unbrace_Length Col Col Col Id Typ Rot Lac Bot Top Opt Major Minor Set Size Page 447 Of 526 Job No 3869 Customer I CLALLAM BUILDERS AND Description' WESTPORT SHIPYARD INTERIOR HCI STEEL BUILDING SYSTEMS. INC. 0 (14)TAPERED INTERIOR COLUMNS *Col Col Depth No Start -Web Depth Web Fig OS_Flg IS_Flg Id Shape Min Max Mem Locate Start End Thick Width Thick Thick (15)BASE ELEVATION /WALL OPTIONS *Base Base Frame Id Elev Space 1 0 00 11 30 2 0 00 11 30 (16)BASE DISPLACEMENT *Base Displace Id Opt Dir (in) 0 0 000 (17)WALL GIRTS *Surf Girt Girt Id Type Size 1 ZB 8225016 4 ZB 8Z251316 (18)ROOF PURLINS *Surf Purl Purl Id Type Size 2 ZB 9235914 3 ZB 9Z351914 SHEET 224 of 263 Open Height O 0000 Left Column O 0000 Right Column Spring (k/in 0 000 Girt Girt Girt Bay Depth Proj Lap Id 8 00 0 00 0 875 4 8 00 0 00 0 875 1 Purl Purl Purl Depth Proj Lap 9 00 0 00 1 875 (19)FLANGE BRACES Surf No Flange_BraCe_At Id Brace Girt /Purlin Number 1 0 2 6 3 6 4 0 1 3 5 6 8 10 1 3 5 6 8 10 (20)SIDEWALL EXTENSIONS *Surf No Ext Extension Size Id Ext Id Type Elev Width 1 0 4 0 No Purl 10 No Girt 2 2 Location(ft) 4 000 7 333 4 000 7 333 Peak Space 1 083 modify 1 I Date 1 4/2/2008 De igned By1 DLB Checked By I V41 Set_Of Space 2 9 00 0 00 1 875 10 1 083 2 Set_Space Space No 4 8854 1 4 9690 9 4 9690 9 4 8854 1 -Facia Size Load Slope Elev Height Slope Width 4/2/2008 Page 448 Of 526 HCI Steel Buildings, Inc. /2/2008 (22)BASIC LOADS I Job No 1 3869 1:1 Customer' CLALLRM BUILDERS AND Description) WESTPORT SHIPYARD INTERIOR HCI STEEL BUILDING I SYSTEMS. INC. *(21)EXTENSION LOADS *Ext Dead Collat Live Snow Windl.Coeff Windt Coeff Long_Wind Facia_Wind Seis *Id psf psf psf psf Left Right Left Right Left Right Left Right k Basic Deflection Dead Live Snow Collat Wind Load Ratio Temperature psf psf psf psf psf Snow Wind Seis Change 2 50 12 00 25 00 8 00 22 41 1 00 1 00 1 00 0 0 modify I Date 1 4/2/2008 Designed Byl DLB Checked By I V41 (23)BASIC LOADS AT EAVE Seismic- Weak Axis _L Weak Axia R Torsion EW_Brace Load SpcEP Wind Seis Wind Seis Wind Seis Wind Seis k k k k k k k k k k 3 17 7 31 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 (24)WIND COEFFICIENTS Surf Wind_1 Wind_2 Long_Wind Surface Id Left Right Left Right 1 2 Friction 1 0 43 -0 63 0 79 -0 27 -0 65 -0 65 0 00 2 1 17 -0 72 -0 81 -0 36 -1 17 -0 67 0 00 3 -0 72 -1 17 -0 36 -0 81 -0 67 -1 17 0 00 4 -0 63 0 43 -0 27 0 79 -0 65 -0 65 0 00 (25)LONGITUDINAL BRACING LOADS Page 449 Of 526 Page 450 Of 526 HCI STEEL BUILDING SYSTEMS. INC. 11 1 00 1 00 0 00 0 75 I O 12 1 00 1 00 0 00 0 75 0 13 1 00 1 00 0 00 0 75 0 14 1 00 1 00 0 00 0 75 0 15 0 60 0 00 0 00 0 00 1 16060000 000 000 0 17 0 60 0 00 0 00 0 00 0 18 0 60 0 00 0 00 0 00 0 19 0 60 0 00 0 00 0 00 0 20 0 60 0 00 0 00 0 00 0 21 0 60 0 00 0 00 0 00 0 22 0 60 0 00 0 00 0 00 0 23 1 14 1 14 0 00 0 00 0 24 1 14 1 14 0 00 0 00 0 25 1 10 1 10 0 75 0 00 0 26 1 10 1 10 0 75 0 00 0 27 1 10 1 10 0 00 0 75 0 28 1 10 1 10 0 00 0 75 29 0 46 0 00 0 00 0 00 30 0 46 0 00 0 00 0 00 31 1 14 1 14 0 00 0 00 32 1 10 1 10 0 75 0 00 33 1 10 1 10 0 00 0 75 34 0 46 0 00 0 00 0 00 35 1 00 1 DO 0 00 0 00 36 1 00 1 00 0 00 0 00 Job No 1 3869 l modify I 1 Customer' CLALLAN BUILDERS AND I Date l 4/2/2008 Description) WESTPORT SHIPYARD INTERIOR Designed Byl DLB Checked 11 311 V41 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 00 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 00 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 0 00 00 0 00 0 DO 0 75 0 00 0 00 0 00 0 00 0 0 00 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 00 0 00 1 00 0 00 0 00 0 00 0 00 0 00 0 0 00 00 0 00 0 00 1 00 0 00 0 00 0 00 0 00 0 0 00 00 0 00 0 00 0 00 1 00 0 00 0 00 0 00 0 0 00 00 0 00 0 00 0 00 -1 00 0 00 0 00 0 00 0 0 00 00 0 00 0 00 0 00 0 00 1 00 0 00 0 00 0 0 00 00 0 00 0 00 0 00 0 00 -1 00 0 00 0 00 0 0 00 00 0 00 0 00 0 00 0 00 0 00 0 00 0 70 0 0 00 00 0 00 0 00 0 00 0 00 0 00 0 00 -0 70 0 0 00 00 0 00 0 00 0 00 0 00 0 00 0 00 0 52 0 0 00 00 0 00 0 00 0 00 0 00 0 00 0 00 -0 52 0 0 00 00 0 00 0 00 0 00 0 00 0 00 0 00 0 52 0 0 00 O 00 0 00 0 00 0 00 0 00 0 00 0 00 -0 52 0 0 00 O 00 0 00 0 00 0 00 0 00 0 00 0 00 0 70 0 0 00 O 00 0 DO 0 00 0 00 0 00 0 00 0 00 -0 70 0 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 70 0 00 0 0 00 O 00 0 00 0 00 0 00 0 00 0 00 0 52 0 00 0 0 00 O 00 0 00 0 00 0 00 0 00 0 00 0 52 0 00 0 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 70 0 00 0 0 00 O 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 1 00 O 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 2 1 00 -Wind Seismic Horiz Vert Horiz Vert 0 00 0 00 0 00 0 00 Left Column (27)DESIGN LOADS Deflection 0 00 0 00 0 00 0 00 Right Column Load Coefficients- *Load Wind_1 Wind_2- Long_Wind Seismic- Aux_Load (26)DESIGN LOADS Strength *No Id Dead Coll Live Snow Lt Rt Lt Rt 1 2 Long Tran Id Coeff Load Coefficients 16 37 1 00 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 *Load Wind_. Wind_2- Long_Wind Seismic Aux_Load 38 1 00 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 *No Id Dead Coll Live Snow Lt Rt Lt Rt 1 2 Long Tran Id Coeff 39 1 00 1 00 0 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 36 1 1 00 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 40 1 00 1 00 0 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 2 1 00 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 41 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 3 1 00 1 00 0 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 42 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 4 1 00 1 00 0 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 43 0 00 0 00 0 00 0 00 0 70 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 '0 00 5 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 44 0 00 0 00 0 00 0 00 0 00 0 70 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 6 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 450000 00 000 000 000 000 070 0 000 000 000 00D 0 000 7 1 00 1 00 0 75 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 46 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 70 0 00 0 00 0 00 0 00 0 0 00 8 1 00 1 00 0 75 0 00 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 47 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 70 0 00 0 00 0 00 0 0 00 9 1 00 1 00 0 75 0 00 0 00 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 0 00 48 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 -0 70 0 00 0 00 0 00 0 0 00 10 1 00 1 00 0 75 0 00 0 00 0 00 0 00 0 75 0 00 0 00 0 00 0 00 0 0 00 49 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 70 0 0 00 SHEET 225 of 263 HCI Steel Buildings, Inc. 4/2/2008 1:1 I Job No 1 3869 1 modify Customer CLALLAM BUILDERS AND I Date 1 4/2/2008 Description' WESTPORT SHIPYARD INTERIOR 1 De igned B DLB I 1 Checked BY' V41 50 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 -0 70 0 0 00 51 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 1 00 52 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 2 1 00 HCI S tti BUILDING SYSTEMS. INC. Page 451 Of 526 Page 452 Of 526 Job No 1 3869 I modify I Customer' CLALLAM BUILDERS AND I Date 4/2/2008 HCI 5 u L BUILDING Description' WESTPORT SHIPYARD INTERIOR I Designed By DLB Checked By' V41 7 3 'SNOW "D -0 170 -0 170 -0 17 0 000 50 680 SYSTEMS, INC. (31)FLOOR BEAMS (28)DESIGN LOADS Special Bay No Beam Beam Con_Type Con_LOC Beam Properties Load_ Coefficients Id Beam Id Ht Lt Rt Lt Rt Area Ixx *Load Wind_1 Wind_2 Long_Wind Seismic Aux_Load 1 0 *No Id Dead Coll Live Snow Lt Rt Lt Rt 1 2 Long Tran Id Coeff 6 53 1 39 1 39 0 00 0 20 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 0 00 (32)CABLES 54 1 39 1 39 0 00 0 20 0 00 0 00 0 00 0 00 0 00 0 00 0 00 -1 00 0 0 00 Bay No Cable Cable Cable Cable 55 0 71 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 0 00 Id Cable Id Level Type Area 56 0 71 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 0 00 1 0 57 1 39 1 39 0 00 0 20 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 00 0 0 00 58 0 71 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 00 0 0 00 (33)CRANE BRACKET *Crane Bayld Crane Crane Beam Offset Bracket Col Sup *No Id Lt Rt Type Height Depth Width Left Right Type Opt Select Lt Rt (29)AUXILARY LOADS *No Aux Aux No _Add Add_Comb *Aux Id Name Loads Id Coeff (34)FRAME LINES 2 1 F1UNB_SL 1 3 1 0 30 No 2 1 00 *Line Frame Line_Id 3 0 60 1 1 0 F1UNB_SL 3 3 2 0 30 (35)DESIGN PLATES 1 1 00 *No Plate Plate_Size- Bolt Bolt Top Bottom 4 0 60 *Plt Type Id Width Thick Dia Gage Row Space Row Space 0 (36)SPECIAL FAB DATA (30)ADDITIONAL LOADS No Piece Piece *No Add Surf Basic Load Fx Fy Mom Dx Dy Conc *Piece Id Key *Add Id Id Type Type W1 W2 Co Dil D12 Dist 0 7 1 2 D -0 275 -0 275 0 17 0 000 50 690 (37)ENDWALL COLUMNS 2 3 D -0 275 -0 275 -0 17 0 000 50 690 *Wall Expand_EW No Column Column Id Use Offset Column Locate Offset 3 3 D -0 275 -0 275 -0 17 0 000 14 416 1 Y 15 500 5 14 5000 12 000 20 0000 7 890 4 2 D -0 275 -0 275 0 17 36 274 50 690 40 0000 9 870 60 0000 9 870 5 2 SNOW D -0 680 -0 680 0 17 0 000 14 700 80 0000 7 890 3 Y 15 500 0 6 2 SNOW D -0 170 -0 170 0 17 14 700 50 680 (38)JACK BEAMS SHEET 226 of 263 HCI Steel Buildings, Inc. ./2/2008 I I Job No 1 3869 1 modify I Customer I CLALLAM BUILDERS AND I Date i 4/2/2008 Description WESTPORT SHIPYARD INTERIOR Designed BA DLB NCI STEEL BUILDING Des SYSTEMS. INC. 1 Checked By V41 No Beam Beam Beam Beam *Beam Id Offset Height Length Part 0 Code file used was RF IBC 06 Version 3 0 *DS_RFDEP Siz *Surface Span Required- Selected- Id Id Type Span Type Span #Depth #Splice 1 1 W 14 0 No record selected 2 1 C 50 0 C 50 0 2 1 3 1 C 50 0 C 50 0 2 1 4 1 W 14 0 No record selected STRUCTURAL CODE Design Basis WS Hot Rolled Steel AISCO5 Cold Formed Steel NAUS01 BUILDING CODE Wind Code IBC Year 06 Seismic Zone D 3869 Rigid Frame Design Code vvv 4/ 2/08 9 Olam Page 453 Of 526 Page 454 Of 526 NCI STEEL BUILDING e.AS. INC. 3869 Left P 14 0 8 0 14 00 0 500 3 1 000 4 00 Right P 14 0 8 0 14 00 0 500 3 1 000 4 00 BASE REACTIONS Column Max_Comp- Max_Tens- Max_Shear Weak_Axis- Loc Ld Fy(k Ld Fy(k Ld Fx(k Tens Moment Left 4 38 0 15 11 5 3 34 2 0 0 0 0 Right 3 31 4 16 11 5 3 34 2 0 0 0 0 WELDS 3869 Outside_Flange_To_Base Inside_Flange_To_Base Web_To_Base- Base Shear(k /i.n Shear(k /in Shear(k /in Id Size Typ calc Rn /sf Size Typ Calc Rn /sf Size Typ Calc Rn /sf Left 0 188 51 0 72 2 78 0 188 F1 0 72 2 78 0 188 F2 1 29 2 78 Right 0 188 91 0 72 2 78 0 188 51 0 72 2 78 0 188 E2 1 29 2 78 SHEET 227 of 263 Job Not 3869 modify 1 Customer' CLALLAM BUILDERS AND I Date 1 4/2/2008 Description' WESTPORT SHIPYARD INTERIOR Designed BA DLB Checked BPI V41 Base Plate and Anchor Bolt Design 4/ 2/08 9 Olam Bolted-End-Plate Design 4/ 2/08 9 Olam MODULUS OF ELASTICITY Hot Rolled Steel 29000 (ksi Splice Member Web Splice(in) Ten Load(k f k -Bolts(A325 Cold Formed Steel 29500 (ksi Id Typ Loc Depth Width Thick Loc Id Axl Shr Mom Row Diam Space Gage 1 PEE 1- 2 30 00 8 0 1 000 Top 4 39 28 354 2 1 000 4 00 3 50 ..e= -aaa_ aa._— =ae__= ..=a -sa Bot 15 -12 -9 119 2 1 000 4 00 3 50 3869 Base Plate and Anchor Bolt Design 4/ 2/08 9 Olam 2 -EE 3- 4 14 00 8 0 0 500 Top 19 -13 1 29 2 0 750 4 00 3 50 =nm.- Hot 36 21 4 45 2 0 750 4 00 3 50 3 -EE 4- 5 20 28 6 0 0 375 Top 15 -13 1 10 2 0 750 4 00 3 00 BASE PLATE BOLT SIZE Bot 4 34 1 38 2 0 750 4 00 3 00 4 -EE 5- 6 14 00 8 0 0 500 Top 22 -13 1 29 2 0 750 4 00 3 50 Bot 35 21 -4 45 2 0 750 4 00 3 50 -Column Base-- Plate _Size(in) Bolts(A307 5 PEE 7 8 30 00 8 0 1 000 Top 3 38 23 368 2 1 000 4 00 3 50 Loc Typ Depth Width Length Thick Row Diam Gage Bot 16 -12 9 119 2 1 000 4 00 3 50 HCI Steel Buildings Inc. 4/2/2008 Job No 1 3869 Customer' CLALLAM BUILDERS AND Description) WESTPORT SHIPYARD INTERIOR HC1 STEEL BUILDING I i SYSTEMS, INC. 3869 Bolted- End -Plate Design I I iii.Y Unity_Check Splice Thick Dia_Required EP Bolt Bolt Id Typ Req Top Bot Bend Top Bot 1 PEE 0 76 0 977 0 661 0 57 0 95 0 44 2 -EE 0 38 0 474 0 594 0 56 0 40 0 63 3 -EE 0 31 0 232 0 456 0 67 0 10 0 37 4 -EE 0 38 0 474 0 594 0 56 0 40 0 63 5 PEE 0 76 0 996 0 661 0 57 0 99 0 44 WELDS I modify I 1 Date 1 4/2/2008 Designed ByI DLB I Checked By I V91 4/ 2/08 9 Olam Page 455 Of 526 Page 456 Of 526 HCI STEEL BUILDING SYSTEMS, INC, Job No 1 3869 Customer I CLALLAM BUILDERS AND DescriptionI WESTPORT SHIPYARD INTERIOR Stiffener Report Left Col 1 36 00 0 250 4 0 375 36 00 Right Col 1 36 00 0 250 4 00 0 375 36 00 Left Web 1 36 00 0 250 4 00 0 250 41 86 Right Web 1 36 00 0 250 4 00 0 250 41 86 STIFFENER DESIGN Stiffener Tension(k Compression(k Max Location Load Calc Pn /sf Load Calc Pn /sf UC Left Col 15 41 7 89 8 4 124 2 136 6 0 91 Right Col 16 41 7 89 8 3 128 5 136 6 0 94 Outside_Flange_To_Bep Inside_Flange_To_Bep Web_To_Bep Left Web 4 0 0 59 9 4 18 7 106 7 0 17 Splice Shear(k /in Shear(k/in Shear(k/in Right Web 3 0 0 59 9 3 26 3 106 7 0 25 Id Side Size Typ Calc Rn /sf Size Typ Calc Rn /sf Size Typ Calc Rn /sf 1 L 0 438 F2 6 29 6 50 0 188 F2 2 39 2 78 0 188 F2 0 46 2 78 WELDS 1 R 0 438 F2 6 04 6 50 0 188 F2 2 39 2 78 0 188 F2 0 46 2 78 2 L 0 188 F2 1 41 2 78 0 188 F2 2 21 2 78 0 188 F2 0 14 2 78 2 R 0 188 F2 1 83 2 78 0 188 F2 2 63 2 78 0 188 82 0 14 2 78 Stiff_TO_Flg /EP Stiff_To_Web 3 L 0 188 F2 0 40 2 78 0 188 F2 1 40 2 78 0 188 E2 0 03 2 78 Stiffener Shear(k /in Shear(k/in 3 R 0 188 F2 0 40 2 78 0 188 F2 1 40 2 78 0 188 82 0 03 2 78 Location Size Typ Calc Rn /sf Size Typ Calc Rn /sf 4 L 0 188 F2 1 83 2 78 0 188 F2 2 63 2 78 0 188 F2 0 14 2 78 4 R 0 188 F2 1 41 2 78 0 188 F2 2 21 2 78 0 188 F2 0 14 2 78 Left Col 0 375 E2 2 61 5 57 0 188 91 1 72 2 78 5 L 0 438 F2 6 28 6 50 0 188 F2 2 39 2 78 0 188 F2 0 36 2 78 Right Col 0 375 F2 2 61 5 57 0 188 91 1 79 2 78 5 R 0 500 F2 7 36 7 42 0 188 F2 2 29 2 78 0 188 F2 0 38 2 78 Left Web 0 188 F2 0 00 2 78 0 188 F1 0 22 2 78 Right Web 0 188 F2 0 00 2 78 0 188 F1 0 31 2 78 3869 Stiffener Report 4/ 2/08 9 Olam— a n=---- 3869 Flange Brace Report 4/ 2/08 9 Olam Stiffener Yield 50 0 (ksi STIFFENER SIZE Stiffener Web(in) Stiffener_Size(in) Location No Depth Thick Width Thick Length SHEET 228 of 263 Flange Brace Yield= 50 0 ksi (L2x 105 50 0 ksi (L2x 075 36 0 ksi (L2x1 /4 Girt /PUrlin Yield= 55 0 ksi Flange Brace Bolt 0 500 (A325 (2 Washers) modify I I Date 1 4/2/2008 I Designed Hyi DLB I Checked By I V41 4/ 2/08 9 Olam HCI Steel Buildings, Inc. 4/2/2008 HCI STEEL BUILDING SYSTEMS, INC, Job No 1 3869 I modify 1 Customer' CLALLAM BUILDERS AND I Date :::/200 D escription) WESTPORT SHIPYARD INTERIOR Designed 1 Checked BY 3869 Flange Brace Report 4/ 2/08 9 Olam Surf No Web Brace Calc Brace_UC Conn Id Brace LOC Side Part Depth Dist Force Comp Tens UC 1 0 2 6 1 1 L2x 105 28 45 22 50 3 68 0 95 0 67 1 41 3 1 L2x.075 19 29 22 50 1 84 0 95 0 71 0 70 5 1 L2x 075 14 00 22 50 1 02 0 50 0 40 0 39 6 1 L2x 075 14 00 22 50 0 80 0 39 0 31 0 31 8 1 L2x 075 16 77 22 50 0 96 0 49 0 37 0 37 10 1 L2x 075 19 79 22 50 0 54 0 28 0 21 0 21 3 6 1 1 L2x 075 19 79 22 50 0 53 0 28 0 21 0 20 3 1 L2x 075 16 77 22 50 0 96 0 49 0 37 0 37 5 1 L2x.075 14 00 22 50 0 80 0 39 0 31 0 31 6 1 L2x 075 14 00 22 50 1 02 0 50 0 40 0 39 8 1 12x.105 19 29 22 50 2 38 0 55 0 43 0 91 10 1 12x1 /4 28 45 22 50 3 94 0 52 0 53 1 51 4 0 *Warning Flange Brace Bolts Inadequate Page 457 Of 526 Page 458 Of 526 1401 STEEL BUILDING SYSTEMS, INC. SHEET 229 of 263 3869 Special Segment Report 4/ 2/08 9 Olam 3869 Special Segment Report 4/ 2/08 9 Olam FLANGE PLATE (a) Initial -Required Width Thick Width Thick Locate (in) (in) (in) (in) Lt col 8 0 0 375 8 0 0 375 Rt Col 8 0 0 375 8 0 0 500 WEB PLATE (b) Job No 1 3869 I modify 1 Customer) CLALLAM BUILDERS AND I Date 1 4/2/2008 Description) WESTPORT SHIPYARD INTERIOR Designed ByI DLB Checked By I V41 Calc Shear Force Actions Web Vn /sf Calc Web Axial Moment Shear Web Stiff Thick Stiffener Locate Id (k (f k (k (k (k (in) Provided Lt Col 4 40 3 353 9 121 4 106 3 15 2 0 250 Diagonal Rt Col 3 39 3 368 3 127 7 106 3 21 4 0 250 Diagonal WEB DESIGN 3869 Weld Report Web To Flange 4/ 2/08 9 Olam Locate H Av Ev Cv Lt Col 34 00 24 41 14 70 0 70 Calc_Max_Weld_Shear Weld_Provided Rt Col 34 00 24 41 14 70 0 70 Member Segment Section Load Shear Size Rn /sf No Id Id Id Id (k /in (in) (k /in Type Side (a)DS_BUILD(frame37) -4 see help 1 1 1 4 1 96 0 188 2 78 F 1 (b)DS_BUILD(frame36) =4 see help 2 2 6 4 0 69 0 188 2 78 F 1 3 3 15 4 0 72 0 188 2 78 F 1 4 4 20 4 0 38 0 188 2 78 F 1 5 5 37 3 0 44 0 188 2 78 F 1 3869 Design Summary Report 4/ 2/08 9 Olam 6 6 42 3 0 79 0 188 2 78 F 1 7 7 43 3 0 71 0 188 2 78 F 1 8 8 56 3 2 00 0 188 2 78 F 1 FRAME Id 1 Type RF =a =a Line Id= 1 HCI Steel Buildings, Inc. 4/2/2008 l Job No l 3869 I modify 1 11::::: �CU 810 1 CLALLAM BUILDERS AND I Date l 9/2/2008 Desoraptionl WESTPORT SHIPYARD INTERIOR Designed By l DLB 1 l I Checked Byl V41 3869 Design Summary Report 4/ 2/08 9 Olam I 71 l HCI STEEL BUILDING SYSTEMS. INC. MEMBERS Mem Segl Flange IWeb_Depthl Plate_Thickness 1 Max_UCV 1 Max_UCO 1 Max_UCI Id Id 1 Len WidlStrt Endl Web O -flg I- flglld Ld UCVIId Ld UcolId Ld Uci LOAD WEIGHTS COMBINATIONS 3 DL+CL +SL 4 DL +CL +SL 35 DL +CL +AUX1 36 DL +CL +AUX2 REACTIONS (Sidewall Columns) Page 459 Of 526 Page 460 Of 526 HCI STEEL BUILDING SYSTEMS. INC. 0 17 0 00 1 15 48 14 76 0 00 0 00 15 48 14 78 0 00 0 00 2 15 48 14 78 0 00 0 00 15 48 14 76 0 00 0 00 3 34 24 37 92 0 00 0 00 34 21 31 40 0 00 0 00 4 34 22 37 97 0 00 0 00 -34 20 31 34 0 00 0 00 5 3 10 3 41 0 00 0 00 3 10 3 41 0 00 0 00 1 1 13 3 8 0 13 3 36 0 0 250 0 375 0 375 5 4 0 90 5 4 0 64 5 4 0 98 6 3 10 3 41 0 00 0 00 3 10 3 41 0 DO 0 00 2 2 17 4 8 0 30 0 14 D 0 250 0 375 0 500 6 4 0 62 6 4 0 81 6 4 0 93 7 3 14 2 94 0 00 0 00 -5 24 5 27 0 DO 0 00 3 3 10 0 8 0 14 0 14 0 0 134 0 375 0 375 15 4 0 80 15 35 0 47 15 35 0 67 8 5 24 5 27 0 00 0 00 3 14 2 94 0 00 0 OD 4 4 20 0 6 0 14 0 20 0 0 134 0 313 0 250 28 36 0 64 24 3 0 99 20 35 0 53 9 6 22 6 36 0 00 0 00 -8 32 8 68 0 00 0 00 5 5 20 0 6 0 20 0 14 0 0 134 0 313 0 250 29 35 0 64 33 4 0 90 37 36 0 53 10 8 32 8 68 0 00 0 00 -6 22 6 36 0 00 0 00 6 6 10 0 8 0 14 0 14 0 0 134 0 375 0 375 42 3 0 87 42 36 0 47 42 3 0 73 11 17 26 20 34 0 00 0 00 -19 34 17 70 0 00 0 00 7 7 17 4 8 0 14 0 30 0 0 250 0 375 0 500 51 3 0 51 51 3 0 85 51 3 0 96 12 19 38 22 65 0 00 0 00 -17 25 15 39 0 00 0 00 8 8 13 3 8 0 36 0 13 3 0 250 0 375 0 375 52 3 0 92 52 3 0 69 52 3 0 98 13 20 32 23 76 0 00 0 00 -22 41 21 12 0 00 0 00 14 22 44 26 06 0 00 0 00 -20 32 18 81 0 00 0 00 15 -12 19 -11 48 0 00 0 00 9 38 -8 36 0 00 0 00 16 -9 38 -8 36 0 00 0 00 12 19 -11 48 0 00 0 00 17 -8 06 -6 92 0 00 0 00 5 25 -3 80 0 00 0 00 18 -5 25 -3 80 0 00 0 00 8 06 -6 92 0 00 0 00 19 -8 73 -11 05 0 00 0 00 9 78 -8 16 0 00 0 00 20 -8 73 -11 05 0 00 0 00 9 78 -8 16 0 00 0 00 21 -9 78 -8 16 0 00 0 00 8 73 -11 05 0 00 0 00 22 -9 78 -8 16 0 00 0 00 8 73 -11 05 0 00 0 00 23 7 01 8 54 0 00 0 00 -11 45 9 68 0 00 0 00 Member 1 2 3 4 5 6 7 8 24 11 45 9 68 0 00 0 00 -7 01 8 54 0 00 0 00 25 12 79 13 45 0 00 0 00 -16 09 14 31 0 00 0 00 Weight (lb) 588 739 268 383 383 268 739 588 26 16 09 14 31 0 00 0 00 12 79 13 45 0 00 0 00 27 26 88 30 81 0 00 0 00 -30 15 26 77 0 00 0 00 Total Weight (1b) 28 30 16 31 70 0 00 0 00 -26 85 25 88 0 00 0 00 Frame Members 3956 29 -0 79 1 01 0 00 0 00 -3 64 2 13 0 00 0 00 Interior Col 0 30 3 64 2 13 0 00 0 00 0 79 1 01 0 00 0 00 Conn Plates 473 31 9 23 9 11 0 00 0 00 -9 23 9 11 0 00 0 00 Base Plates 32 32 14 44 13 88 0 00 0 00 -14 44 13 88 0 00 0 00 Trans Stiff 0 33 28 52 31 26 0 00 0 00 -28 50 26 32 0 00 0 00 34 1 43 1 57 0 00 0 00 -1 43 1 57 0 00 0 00 4461 35 20 12 15 76 0 00 0 00 -20 16 21 02 0 00 0 00 36 20 16 21 02 0 00 0 00 20 12 15 76 0 00 0 00 DEFLECTIONS (in) Load Left_Column Right_Column Id Fx(k Fy(k Fz(k M(f -k Fx(k Fy(k Fz(k M(f -k Lateral Defl SHEET 230 of 263 Job No l 3869 I modify Customer' CLALLAM BUILDERS AND I Date 4/2/2008 Description 1 wtsrpoRT SHIPYARD INTERIOR I Designed By DLB l Checked Byl v41 3869 Design Summary Report 4/ 2/08 9 Olam HCI Steel bu(idings, Inc 4/2/2008 Job No' 3869 I modify Yid Customer' CLAT.LAI4 BUILDERS AND I Date 1 4/2/2008 Description' WESTPORT SHIPYARD INTERIOR Designed SyI DLB HCI STEEL BUILDING SYSTEMS, INC. 1 Checked By V41 50 -0 68 -0 30 1 45 51 -1 24 -0 62 2 79 52 0 62 1 24 2 79 DEFLECTIONS RATIO• Page 461 Of 526 Page 462 Of 526 Cr rl:I I_ i SHEET 231 of 263 HCI STEEL BUILDING SYSTEMS. INC. 3869 Design Summary Report 4/ 2/08 9 Olam Load 8 Top Of Col Vert Defl Id Left Right 8 Midspan 37 -0 37 0 35 -2 31 38 -0 37 0 35 -2 31 39 -0 40 1 13 -4 97 40 -0 40 1 13 -4 97 41 -0 07 0 07 -0 46 42 -0 07 0 07 -0 46 43 -0 03 -0 43 1 47 44 0 43 0 03 1 47 45 -0 10 -0 36 1 04 46 0 36 0 10 1 04 47 -0 25 -0 62 1 53 Max 48 -0 25 -0 62 1 53 Deflect 49 0 30 0 68 1 45 Ratio 3869 ___o Design Summary Report 52 258 128 430 MAX DEFLECTION Type Deflect Span /Deflect Limit Live Vertical -3 77 319 180 Total Vertical -4 97 242 120 Horizontal Drift 1 24 129 60 P -DELTA CHECK (Effective Length) Left Column. 0 0500 Right Column 0 0500 Max first order drift (in) 1 40 Max second order drift (in) 1 45 Ratio second /first 1 04 modify l Job No 1 3869 1:1 Description' WESTPORT SHIPYARD INTERIOR 1 Customer' CLALLAM BUILDERS AND I Date i 4/2/2008 Designed ByI DLB I Checked Byl V41 4/ 2/08 9 Olam Lateral Defl Load Top Of Col Vert De£1 ENDWALL VERTICAL DEFLECTION Id Left Right Midspan Column Vertical_Up Vertical_Down 37 428 452 518 Location Load Deflect Load Deflect 38 428 452 518 39 396 141 241 14 50 51 0 86 52 1 11 40 396 141 241 20 00 51 0 89 52 1 71 41 2164 2288 2620 40 00 47 1 53 39 4 81 42 2164 2288 2620 60 00 44 1 47 40 4 22 43 5818 373 819 80 00 52 0 90 51 1 67 44 373 5819 819 45 1628 444 1150 46 444 1628 1150 =am =_oo 47 637 259 781 3869 Flange Hole Check 4/ 2/08 9 Olam 48 637 259 781 __s__ =o a= 49 532 235 830 50 235 532 830 OUTSIDE FLANGE CHECK. 51 128 258 430 HCI Steel Buildings, Inc. 4/2/2008 MCl STEEL BUILDING SYSTEMS. INC. 3869 Eff Net/ Surf Mem Seg Sec Girt/ Flange- Hole Gross Max_UC Id Id Id Id Purlin Width Thick Dia Limit Load UC 1 1 1 2 1 8 000 0 375 0 625 1 074 19 0 04 1 1 1 3 2 8 000 0 375 0 625 1 074 15 0 12 2 2 2 7 1 8 000 0 375 0 625 1 074 35 0 50 Left_Col Right_Col 92 06 -09' 3 08 -11 96 03 -05 2 2 2 9 2 8 000 0 375 0 625 1 074 24 0 23 2 2 2 11 3 8 000 0 375 0 625 1 074 21 0 13 2 2 2 13 4 8 000 0 375 0 625 1 074 21 0 11 2 3 3 16 5 8 000 0 375 0 625 1 074 19 0 19 2 3 3 18 6 8 000 0 375 0 625 1 074 19 0 27 2 4 4 21 7 6 000 0 313 0 625 1 008 19 0 45 2 4 4 23 8 6 000 0 313 0 625 1 008 19 0 40 2 4 4 25 9 6 000 0 313 0 625 1 008 20 0 30 3869 Rigid Frame Design Warnings 4/ 2/08 9 Olam 2 4 4 27 10 6 000 0 313 0 625 1 008 15 0 17 3 5 5 30 1 6 000 0 313 0 625 1 008 16 0 17 WARNING Inadequate Brace To Purlin Connection 3 5 5 32 2 6 000 0 313 0 625 1 008 22 0 30 3 5 5 34 3 6 000 0 313 0 625 1 008 22 0 40 3 5 5 36 4 6 000 0 313 0 625 1 008 22 0 45 3 6 6 39 5 8 000 0 375 0 625 1 074 22 0 27 3 6 6 41 6 8 000 0 375 0 625 1 074 21 0 19 3 7 7 44 7 8 000 0 375 0 625 1 074 19 0 11 3 7 7 46 8 8 000 0 375 0 625 1 074 19 0 13 3 7 7 48 9 8 000 0 375 0 625 1 074 23 0 23 3 7 7 50 10 8 000 0 375 0 625 1 074 27 0 71 4 8 8 54 1 8 000 0 375 0 625 1 074 16 0 12 4 8 8 55 2 8 000 0 375 0 625 1 074 22 0 04 3869 VERTICAL CLEARANCE Left_Col Right_Col Job No 3869 1 modify 1 Customer' CLALLAM BUILDERS AND I Date 4/2/2008 Description' WESTPORT SHIPYARD INTERIOR Designed B1 DLB Checked ByI V41 Flange Hole Check Rigid Frame Clearances m�ffi Location Span X_Coord Y Coord 11 03 -02" 3 08 -15 11 03 -02' 11 03 -02 96 03 -01 11 03 -02' 4/ 2/08 9 Olam 4/ 2/08 9 01am Page 463 Of 526 I HORIZONTAL CLEARANCE SHEET 232 of 263 I Job No 1 I modify 1:1 Customer' CLALLAM BUILDERS AND I Date 4/2/2008 Description' WESTPORT SHIPYARD INTERIOR I Designed Byl DLB HCI STEEL BUILDING SYSTEMS. INC. I I I Checked WI V41 c 3869 Rigid Frame Clearances 4/ 2/08 9 Olam Midspan 19 09 -15 50 00 -00" 19 09 -15' Location Span X_Coordl X_Coord2 GIST 349 H y 1 4 zf ,5 7 s,// A/49,VeWs FRor'I ,/✓t�4 2_ erg Page 464 Of 526 HCI Steel buildings, Inc. /2/2008 1 Job No 1 3869 Customer I CLALLAM BUILDERS AND Description WESTPORT SHIPYARD INTERIOR HCI STEEL BUILDING SYSTEMS INC. *3869 Rigid Frame Design Input Echo 4/ 1 /08 3 36pm 1)JOBID: 3869 2)PROGRAM OPTIONS *Frame Frame Stress Id Type Space 2 RF 5 00 3)ANALYSIS OPTIONS *Plate Depth Frame Column_Dep_Opt(in) Opt Opt Sym Typ Min Max N 'N Y T 8 00 50 00 4)DESIGN CODE *Design Steel_Code Code Cold Hot WS NAUS01 AISCO5 5)DESIGN CONSTANTS --Stress_Ratio---- Frame Col EP BP 1031031031 03 Frame Space 21 25 7)DEFLECTION LIMITS Vertical Horizontal Live Total Total Seis Crane 180 0 120 0 60 0 50 0 100 0 8)REPORTS Input Design End Base Revise Echo Summary Plate Plate Input I Y 4 Y' N No_Of End_Conn Cycle Lt Rt 7 P P Build Seismic Country Code Year Zone IBC 06 D Strength_Factor Seismic- Wind Frame SpcEP 1 0000 1 7000 1 7000 6)STEEL YIELDS Web Flg C_Sec W_Sec R Sec P_Sec T_Sec 0 Sec EP BP 50 0 55 0 55 0 50 0 50 0 35 0 46 0 36 0 55 0 55 0 Rafter_Dep_Opt(in) Typ Min Max T 10 00 60 00 Weak Axis 60 0 Action Stress N Splice Fix 1 00 modify I Date Designed By1 DLB Chocked BY' V41 Frame Frame Option Option_Id Web_Stiffener Use Ratio Side P -Delta N' 0 00 Y EL 1 4/2/2008 Sec Flange Segment Unbrc Floor Prop Brace Displ Len React N N' N' N' Y' Page 465 Of 526 Cable React Y HCI STEEL BUILDING SYSTEMS. INC. 9)BUILDING SHAPE No X_Coord Surf (ft) 4 0 0000 50 0000 100 0000 100 0000 (10)MEMBER DEPTHS *Surf Depth(in) No. Interior_Depths Id Start End Dep Loc(ft) Depth(in) 1 17 250 41 000 0 2 41 000 23 000 2 20 5647 17 000 30 5647 17 000 3 23 000 41 000 2 20 1250 17 000 30 1250 17 000 4 41 000 17 250 0 (11)MEMBER SPLICES Surf No Splice Splice Id Splice Loc(ft) Type 1 0 2 2 0 0000 PEE 30 5647 EE 3 2 0 0000 -EE 20 1250 -EE 4 1 0 0000 PEE (12)SEGMENT PLATES *No Surf *Seg Id 8 1 2 2 2 3 3 3 4 SHEET 233 of 263 Mem Seg Seg Id Id Len(ft) 1 1 0 0000 2 2 0 0000 3 3 0 0000 4 4 0 0000 5 5 0 0000 6 6 0 0000 7 7 0 0000 8 8 0 0000 111 1 Job No 1 3869 I Customer! CLALLAM BUILDERS AND Description! WESTPORT SHIPYARD INTERIOR Y_Coord Offset (ft) (in) 14 0000 8 000 22 3333 9 000 14 0000 9 000. 0 0000 8 000 I modify 1 Date 1 4/2/2008 Designed By1 DLB Checked By' V41 Member Flange Plate_Thickness(in) Part Widin Web OS_Flg IS_Flg 6 00 0 3125 0 2500 0 5000 6 00 0 2500 0 2500 0 6250 6 00 0 1644 0 3125 1 0000 6 00 0 1644 0 6250 0 3125 6 00 0 1644 0 6250 0 3125 6 00 0 1644 0 3125 1 0000 6 00 0 2500 0 2500 0 6250 6 00 0 3125 0 2500 0 5000 (13)INTERIOR COLUMNS No Col Col Col Col Connection Rafter Unbrace_Length Col Col Col Id Typ Rot Loc Bot Top Opt Major Minor Set Size Page 466 Of 526 HCI Steel buildings, Inc. 4/2/2008 Page 467 Of 526 Page 468 Of 526 1 1 e,.:'— _..S I Jab No l 3869 l modify Job No 3869 modify I Date 1 4/2/2008 l:'( I 1 Customer CLALLAM BUILDERS AND Date 4/2/2008 De 1 Designed Byj DLB IDescrl tion Designed DLB INTERIOR HCI SI S. BUILDING P NESTPORT SHIPYARD INTERIOR g Customer! CLALLAH BUILDERS AND acriptionl WESTPORT SHIPYARD IN Hq S I ttL BUILDING SYSTEMS. INC. l Checked Hy l 1,41 SYSTEMS. INC. l Checked Sy 0 (14)TAPERED INTERIOR COLUMNS *Col Col Depth No Start Web_Depth Web Flg OS_Flg IS_Flg Id Shape Min Max Mem Locate Start End Thick Width Thick Thick (15)BASE ELEVATION /WALL OPTIONS *Base Base Frame Open Id Elev Space Height 1 0 00 21 25 0 0000 Left Column 2 0 00 21 25 0 0000 Right Column *(21)EXTENSION LOADS *Ext Dead Collat Live Snow Windl_Coeff Wind2_Coeff Long_Wind Facia Wind Seis *Id psf psf psf psf Left Right Left Right Left Right Left Right k 1 2 50 8 00 20 00 25 00 -2 20 -2 20 2 20 -2 20 0 00 0 00 0 00 0 00 0 00 (22)BASIC LOADS Basic Deflection- Dead Live Snow Collet Wind Load Ratio Temperature psf psf psf psf psf Snow Wind Seis Change 2 50 12 00 25 00 8 00 22 41 1 00 1 00 1 00 0 0 (23)BASIC LOADS AT EAVE (16)BASE DISPLACEMENT Seismic- Weak_Axis_L Weak_Axis_R Torsion- EW_Brace *Base Displace Spring Load SpcEP Wind Seis Wind Seis Wind Seis Wind Seis Id Opt Dir (in) (k /in k k k k k k k k k k 0 0 000 0 000 5 31 12 25 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 (17)WALL GIRTS *Surf Girt Girt Girt Girt Girt Bay No Id Type Size Depth Proj Lap Id Girt Location(ft) 1 ZB 8125016 8 00 0 00 0 875 4 2 4 000 7 333 4 ZB 8125016 8 00 0 00 0 875 2 2 4 000 7 333 (18)ROOF PURLINS *Surf Purl Purl Purl Purl Purl No Peak Set_Of Set_Space Id Type Size Depth Proj Lap Purl Space Space Space No 2 ZB 92351J14 9 00 0 00 1 875 10 1 083 2 4 8854 1 4 9690 9 3 ZB 9135U14 9 00 0 00 1 875 10 1 083 2 4 9690 9 4 8854 1 (24)WIND COEFFICIENTS Surf -Wind 1 --Wind 2--- Long_Wind Surface Id Left Right Left Right 1 2 Friction 1 0 30 -0 59 0 71 -0 17 -0 63 -0 63 0 00 2 -0 87 -0 58 -0 51 -0 22 -0 87 -0 55 0 00 3 -0 58 -0 87 -0 22 -0 51 0 55 -0 87 0 00 4 -0 59 0 30 -0 17 0 71 -0 63 -0 63 0 00 (25)LONGITUDINAL BRACING LOADS -Wind Seismic Horiz Vert Horiz Vert 7 69 4 25 21 98 12 15 Left Column 7 69 4 25 21 86 12 09 Right Column (19)FLANGE BRACES Surf No Flange_Brace At (26)DESIGN LOADS Strength Id Brace Girt /Perlin Number Load_Coefficients 1 0 *Load -Wind _l -Wind 2- Long_Wind Seismic- Aux Load 2 6 1 3 5 6 8 10 *NO Id Dead Coll Live Snow Lt Rt Lt Rt 1 2 Long Iran Id Coeff 3 6 1 3 5 6 8 10 36 1 1 00 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 4 0 2 1 00 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 3 1 00 1 00 0 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 (20)SIDEWALL EXTENSIONS 4 1 00 1 00 0 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 *Surf No Ext Extension Size Facia Size Load 5 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 Id Ext Id Type Elev Width Slope Elev Height Slope Width 6 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 1 1 1 EE 14 000 2 000 12 0 0 000 0 000 0 00 21 25 7 1 00 1 00 0 75 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 4 0 8 1 00 1 00 0 75 0 00 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 9 1 00 1 00 0 75 0 00 0 00 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 0 00 SHEET 234 of 263 HCI Steel Buildings, Inc. HCI STEEL BUILDING SYSTEMS. INC. 3869 modify 1 f Customer' CLALLAM BUILDERS AND I Date 4/2/2008 Description' WESTPORT SHIPYARD INTERIOR Designed By' DLB Checked By I V41 I Sob No I 10 1 00 1 00 0 75 0 00 0 00 0 00 0 00 0 75 0 00 0 00 0 00 11 1 00 1 00 0 00 0 75 0 75 0 00 0 00 0 00 0 00 0 00 0 00 12 1 00 1 00 0 00 0 75 0 00 0 75 0 00 0 00 0 00 0 00 0 00 13 1 00 1 00 0 00 0 75 0 00 0 00 0 75 0 00 0 00 0 00 0 00 14 1 00 1 00 0 00 0 75 0 00 0 00 0 00 0 75 0 00 0 00 0 00 15 0 60 0 00 0 00 0 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 16 0 60 0 00 0 00 0 00 0 00 1 00 0 00 0 00 0 00 0 00 0 00 17 0 60 0 00 0 00 0 00 0 00 0 00 1 00 0 00 0 00 0 00 0 00 18 0 60 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 00 0 00 0 00 19 0 60 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 00 D 00 0 00 20 0 60 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 00 0 00 21 0 60 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 00 22 0 60 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 -1 00 0 00 23 1 14 1 14 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 24 1 14 1 14 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 25 1 10 1 10 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 26 1 10 1 10 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 27 1 10 1 10 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 28 1 10 1 10 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 29 0 46 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 30 0 46 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 31 1 14 1 14 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 70 32 1 10 1 10 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 52 33 1 10 1 10 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 52 34 0 46 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 70 35 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 36 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 (27)DESIGN LOADS Deflection Page 469 Of 526 0 00 0 00 0 00 O 00 0 00 O 00 O 00 O 00 O 00 O 00 O 00 0 00 0 00 0 70 0 70 0 52 0 52 O 52 0 52 O 70 -0 70 O 00 0 00 O 00 O 00 O 00 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2 O 00 0 00 O 00 0 00 0 00 O 00 O 00 O 00 0 00 O 00 O 00 O 00 O 00 O 00 0 00 o 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 1 00 1 00 Load Coefficients *Load Wind_1 Nind_2- Long_Wind Seismic Aux_Load *No Id Dead Coll Live Snow Lt Rt Lt Rt 1 2 Long Tran Id Coeff 16 37 1 00 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 38 1 00 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 39 1 00 1 00 0 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 DO 0 00 0 0 00 40 1 00 1 00 0 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 41 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 42 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 43 0 00 0 00 0 00 0 00 0 70 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 44 0 00 0 00 0 00 0 00 0 00 0 70 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 45 0 00 0 00 0 00 0 00 0 00 0 00 0 70 0 00 0 00 0 00 0 00 0 00 0 0 00 46 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 70 0 00 0 00 0 00 0 00 0 0 00 47 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 70 0 00 0 00 0 00 0 0 00 48 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 -0 70 0 00 0 00 0 00 0 0 00 111 I 3869 modify 1 Customer' CLALLAM BUILDERS AND I Date 1 4/2/2008 'Description' WESTPORT SHIPYARD INTERIOR Designed By' DLB HCI STEEL BUILDING SYSTEMS. INC. I 1 Checked By I V41 49 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 70 50 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 -0 70 51 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 52 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 (28)DESIGN LOADS Special *Load *No Id Dead Coll 6 531 391 39 54139139 55 0 71 0 00 56 0 71 0 00 57139139 58071000 (29)AUXILARY LOADS *No Aux Aux *Aux Id Name 2 1 F2UNB_SL 1 2 F2UNB_SL 3 3 2 0 30 1 1 00 4 0 60 (30)ADDITIONAL LOADS *No Add Surf Basic *Add Id Id Type 4 1 2 2 3 4 SHEET 235 of 263 3 3 2 (31)FLOOR BEAMS Job No Load Coefficients -Wind :1 Wind_2- Long_Wind Seismic Aux_Load Live Snow Lt Rt Lt Rt 1 2 Long Iran Id Coeff O 00 0 20 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 0 00 O 00 0 20 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 0 00 O 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 0 00 O 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 0 00 O 00 0 20 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 00 0 0 00 O 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 00 0 0 00 No Add Add_Comb Loads Id Coeff 3 1 0 30 2 1 00 3 0 60 Load Type D D D D Fx Fy Mom Dx Dy W1 W2 Co Dil D12 -0 517 -0 517 0 17 0 000 50 690 0 517 0 517 0 517 0 517 -0 17 0 000 50 690 0 517 -0 17 0 000 14 416 -0 517 0 17 36 274 50 690 Page 470 Of 526 0 0 1 2 Conc Dist -+/2/2008 0 00 0 00 1 00 1 00 HCI Steel Buildings, Inc. e2/2008 Job No 1 3869 Customer 1 CLALLAN BUILDERS AND Description) WESTPORT SHIPYARD INTERIOR Bay No Beam Beam Con_Type Id Beam Id Ht Lt Rt 1 0 1 1 HCI STEEL BUILDING SYSTEMS. INC. 0 (32)CABLES Bay No Cable Cable Cable Cable Id Cable Id Level Type Area 1 0 (34)FRAME LINES No *Line Frame_Line_Id 3 2 3 4 (36)SPECIAL FAB DATA No Piece Piece *Piece Id Key 0 Code file used was RF_IBC 06 Version 3 0 *DS_RFDEP Siz *Surface Span Required- Selected -Selected- Id id Id Type Span Type Span #Depth #Splice modify Date 1 4/2/2008 Designed BA DLB Checked BY 1 V41 Con_Loc Beam Properties Lt Rt Area Ixx Page 471 Of 526 Page 472 Of 526 I 1 SHEET 236 of 263 MCI STEEL BUILDING SYSTEMS. INC. Job No 1 3869 Customer 1 CLALLAM BUILDERS AND Description) WESTPORT SHIPYARD INTERIOR 1 1 1 W 14 0 No record selected 2 1 C 50 0 C 50 0 2 1 3 1 C 50 0 C 50 0 2 1 4 1 W 14 0 No record selected 3869 mav=c Rigid Frame Design Code (33)CRANE BRACKET *Crane Bayld Crane Crane -Beam- Offset Bracket Col_Sup STRUCTURAL CODE *No Id Lt Rt Type Height Depth Width Left Right Type Opt Select Lt Rt Design Basis WS 0 Hot Rolled Steel AISCO5 Cold Formed Steel NAUSOI BUILDING CODE Wind Code IBC Year 06 Seismic Zone D (35)DESIGN PLATES *No. Plate Plate_Size- Bolt Bolt -Top- Bottom MODULUS OF ELASTICITY *Plt Type Id Width Thick Dia Gage Row Space Row Space Hot Rolled Steel 29000 (ksi Cold Formed Steel 29500 (ksi B II Base Plate and Anchor Bolt 4/ 2/08 9 02am 3869 (37)ENDWALL COLUMNS BASE PLATE 6 BOLT SIZE *Wall Expand_EW No Column Column Id Use Offset Column Locate Offset 1 Y 15 500 0 Column_Base- -Plate Size(in) Bolts(A307 3 Y 15 500 0 Loc Typ Depth Width Length Thick Row Diam Gage (38)JACK BEAMS Left P 18 0 8 0 18 00 0 500 4 1 000 4 00 No Beam Beam Beam Beam Right P 18 0 8 0 18 00 0 500 4 1 000 4 00 *Beam Id Offset Height Length Part 0 BASE REACTIONS Column Max_Comp- -Max Tens- Max_Shear Weak_Axis- Loc. Ld Fy(k Ld Fy(k Ld Fx(k Tens Moment Left 4 42 0 19 -19 8 3 42 1 0 0 0 0 modify 1 Date 1 4/2/2008 Designed BA DLB Checked BPI V41 4/ 2/08 9 02am HCI Steel Buildings, Inc. 42/2008 I Job No 1 3869 1 modify fl Customer! CLALLAM BUILDERS AND I Date 1 4/2/2008 I Description' WESTPORT SRTPYARD INTERIOR De zgned B DLB HCI STEEL BUILDING SYSTEMS INC. I 1 Checked By I V41 3869 Base Plate and Anchor Bolt Design 4/ 2/08 9 02am Right 3 40 2 21 -19 9 3 42 1 0 0 0 0 WELDS Page 473 Of 526 Page 474 Of 526 HCI STEEL BUILDING SYSTEMS. INC. 3869 WELDS Job No 1 3869 I modify Customer I CLALLAM BUILDERS AND I Date 1 4/2/2008 Description) WESTPORT SHIPYARD INTERIOR De igned Byl DLB Checked By I V41 nee= sve.---- Bolted- End -Plate Design 4/ 2/08 9 02am Outs ide_Flange_To_Bep Ins ide_Flange_To_Bep Web_To_Bep- Splice Shear(k /in Shear(k/in Shear(k/in Outside_Flange_To_Base Inside_Flange_To_Base Web_TO Base Id Side Size Typ Calc Rn /sf Size Typ Calc Rn /sf Size Typ Calc Rn /sf Base Shear(k/in Shear(k/in Shear(k/in Id Size Typ Calc Rn /sf Size Typ Calc Rn /sf Size Typ Calc Rn /sf 1 L 0 313 F2 4 60 4 64 0 250 F2 2 81 3 71 0 188 F2 0 36 2 78 1 R 0 313 F2 4 28 4 64 0 250 F2 2 88 3 71 0 188 F2 0 36 2 78 Left 0 188 81 1 65 2 78 0 188 81 1 65 2 78 0 188 F2 1 22 2 78 2 L 0 188 F2 1 72 2 78 0 438 F2 6 26 6 50 0 188 F2 0 22 2 78 Right 0 188 81 1 66 2 78 0 188 81 1 66 2 78 0 188 F2 1 22 2 78 2 R 0 250 F2 2 38 3 71 0 313 F2 4 27 4 64 0 188 F2 0 22 2 78 3 L 0 250 F2 0 53 3 71 0 188 F2 1 90 2 78 0 188 82 0 14 2 78 3 R 0 250 F2 0 53 3 71 0 188 F2 1 90 2 78 0 188 F2 0 14 2 78 e= 4 L 0 250 F2 2 38 3 71 0 313 F2 4 30 4 64 0 188 F2 0 22 2 78 3869 Bolted End Plate Design 4/ 2/08 9 02am 4 R 0 188 82 1 71 2 78 0 438 F2 6 31 6 50 0 188 F2 0 22 2 78 e 5 1 0 313 F2 4 24 4 64 0 250 F2 3 18 3 71 0 188 F2 0 36 2 78 5 R 0 313 F2 4 55 4 64 0 250 F2 3 10 3 71 0 188 F2 0 36 2 78 Splice Member Web Splice(in)- Ten Load(k f Bolts(A325 Id Typ Loc Depth Width Thick Loc Id Axl Shr Mom Row Diam Space Gage =mom =P 3869 Stiffener Report 4/ 2/08 9 02am 1 PEE 1 2 41 00 8 0 1 000 Top 4 48 30 427 2 1 000 4 00 3 50 Bot 22 19 -9 151 2 1 000 4 00 3 50 2 -EE 3- 4 17 00 6 0 0 625 Top 20 -18 -2 42 2 0 750 4 00 3 00 Stiffener Yield 50 0 (ksi Bot 36 38 8 98 2 0 750 4 00 3 00 3 -EE 4- 5 23 32 6 0 0 375 Top 15 -19 2 13 2 0 750 4 00 3 00 STIFFENER SIZE Bot 36 36 -7 65 2 0 750 4 00 3 00 4 -EE 5- 6 17 00 6 0 0 625 Top 22 18 2 41 2 0 750 4 00 3 00 Bot 35 38 -8 99 2 0 750 4 00 3 00 Stiffener Web(in) Stiffener_Size(in) 5 PEE 7 8 41 00 8 0 1 000 Top 3 48 29 422 2 1 000 4 00 3 50 Location No Depth Thick Width Thick Length Bot 16 18 13 167 2 1 000 4 00 3 50 Left Col 1 41 00 0 313 4 00 0 375 41 00 Unity_Check Right Col 1 41 00 0 313 4 00 0 375 41 00 Splice Thick Dia_Required EP Bolt Bolt Id Typ Reg Top Bot Bend Top Bot STIFFENER DESIGN 1 PEE 0 79 0 919 0 603 0 63 0 84 0 36 2 -EE 0 60 0 513 0 672 0 91 0 47 0 80 3 -EE 0 37 0 250 0 555 0 97 0 11 0 55 Stiffener Tension(k Compression(k Max 4 -EE 0 60 0 512 0 675 0 91 0 47 0 81 Location Load Calc Pn /sf Load Calc Pn /sf UC 5 PEE 0 79 0 914 0 634 0 63 0 84 0 40 SHEET 237 of 263 Left Col 22 39 3 89 8 4 109 6 162 9 0 67 HCI Steel Buildings Inc. 4/2/2008 I Job No l 3869 modify l Customer I CLALLAM BUILDERS AND Date 1 I i IDescr.ptIonl WESTPORT SHIPYARD INTERIOR Designed Byl DLB HCI bIttL BUILDING SYSTEMS INC. l I Checked B I V41 =e ms p 3869 Stiffener Report Right Col 16 42 8 89 8 3 108 6 162 9 0 67 WELDS 3869 Flange Brace Report Flange Brace Yield= 50 0 ksi Girt /Purlin Yield= 55 0 ksi Flange Brace Bolt 0 500 (A325 (2 Washers) 4 0 4/ 2/08 9 02am 9/ 2/08 9 02am Page 475 Of 526 Page 476 Of 526 GiB I HCI STEEL BUILDING SYSTEMS INC. Job No l C CLAL LAM Customer I CLAL HUILDERS AND OesariptiUStoonl WESTPORT SHIPYARD INTERIOR modify I !Date l 4/2/2008 Designed Byl DLB Checked By I V41 =a 3869 Weld Report Web To Flange 4/ 2/08 9 02am Initial Required Width Thick Width Thick Surf No Web Brace Calc -Brace_UC Conn Locate (in) (in) (in) (in) Id Brace Loc Side Part Depth Dist Force Comp Tens UC Lt Col 6 0 0 250 6 0 0 313 1 0 Rt Col 6 0 0 250 6 0 0 313 2 6 1 2 L2x 105 39 00 34 50 1 50 0 55 0 27 0 57 3 2 L2x 075 25 05 22 50 1 39 0 76 0 54 0 31 WEB PLATE (b) 5 2 L2x 075 17 00 22 50 0 84 0 43 0 33 0 19 6 2 L2x.075 17 00 22 50 0 93 0 47 0 36 0 21 Calc Shear Force 8 2 L2x 075 19 78 22 50 0 81 0 42 0 31 0 18 Actions Web Vn /sf Calc Web 10 2 L2x 075 22 81 22 50 0 41 0 22 0 16 0 09 Axial Moment Shear Web Stiff Thick Stiffener 3 6 1 2 L2x 075 22 81 22 50 0 41 0 22 0 16 0 09 Locate Id (k (f -k (k (k (k (in) Provided 3 2 L2x 075 19 78 22 50 0 81 0 42 0 32 0 18 5 2 L2x 075 17 00 22 50 0 93 0 47 0 36 0 21 It Col 4 49 1 426 9 100 4 100 4 0 0 0 313 None 6 2 L2x 075 17 00 22 50 0 84 0 42 0 32 0 19 Rt Col 3 49 0 422 5 99 1 99 1 0 0 0 313 None 8 2 L2x 075 25 05 22 50 1 38 0 76 0 53 0 31 10 2 L2x 105 39 00 34 50 1 48 0 54 0 27 0 57 WEB DESIGN FLANGE PLATE (a) Stiff_To_Flg /EP Stiff To Web 1 1 1 4 1 87 0 188 2 78 F 1 Stiffener Shear(k /in Shear(k/in 2 2 15 4 0 76 0 250 3 71 F 1 Location Size Typ Calc Rn /sf Size Typ Calc Rn /sf 3 3 16 4 0 91 0 375 5 57 F 1 4 4 21 35 0 48 0 250 3 71 F 1 Left Col 0 375 F2 2 45 5 57 0 188 8'1 1 34 2 78 5 5 38 36 0 48 0 250 3 71 F 1 Right Col 0 375 F2 2 67 5 57 0 188 8'1 1 32 2 78 6 6 43 3 0 90 0 375 5 57 F 1 7 7 44 3 0 76 0 250 3 71 F 1 8 8 58 3 1 87 0 188 2 78 F 1 SHEET 238 of 263 -Calc Max Weld_Shear Weld Provided Member Segment Section Load Shear Size Rn /sf No Id Id Id Id (k /in (in) (k /in Type Side e.mn p ecial Se =s== 9 ment Report Special ort 4/ 2/08 9 02am HCI Steel Buildings, Inc /2/2008 HCI STEEL BUILDING SYSTEMS, INC. MEMBERS 3869 Special Segment Report S Locate H Av Kv Cv Lt Col 37 63 37 59 10 01 0 60 Rt Col 37 63 37 59 10 01 0 60 (a) DS_BUILD(frame37) =4 (b)DS BUILD(frame36) =4 FRAME Id 2 Type RF Line Id= 2 3 4 Job Na 1 3869 I modify 1 Customer' CLALLAN BUILDERS AND I Date 4/2/2008 Description) WESTPORT SHIPYARD INTERIOR Designed ByI DLB Checked By' V41 see help see help 4/ 2/08 9 02am 3869 Design Summary Report 4/ 2/08 9 02am Page 477 Of 526 Page 478 Of 526 HCI STEEL BUILDING SYSTEMS, INC. SHEET 239 of 263 Job No 1 3869 I modify I customer' CLALLAM BUILDERS AND I Date 1 4/2/2008 WESTPORT SHIPYARD INTERIOR I Designed Byl DLB I Checked By I V41 Deacriptionl 3869 Design Summary Report 4/ 2/ 08 9 02am Member 1 2 3 4 5 6 7 8 Weight (lb) 643 729 363 603 603 363 729 643 REACTIONS (Sidewall Columns) Total Weight (lb) Frame Members 4675 Interior Col 0 Conn Plates 585 Base Plates 41 Trans Stiff 0 5301 Load Left_Column Right_COlumn Id Fx(k Fy(k Fz(k M(f -k Fx(k Fy(k Fz(k M(f -k 1 27 45 27 90 0 00 0 00 -27 45 26 38 0 00 0 00 2 27 45 27 94 0 00 0 00 -27 45 26 34 0 00 0 00 Mem Segl Flange IWeb_Depthl Plate_Thickness I Max_UCV l Max_UCO I Max_UCI 3 42 14 41 92 0 00 0 00 -42 14 40 19 0 00 0 00 Id Id 1 Len WidlStrt Endl Web O -flg I- flglId Ld UcvlId Ld UcolId Ld Uci 4 42 14 41 98 0 00 0 00 -42 14 40 13 0 00 0 00 5 4 71 5 18 0 00 0 00 -4 71 5 03 0 00 0 00 1 1 13 3 6 0 17 3 41 0 0 313 0 250 0 500 6 4 0 65 6 4 0 71 6 4 0 92 6 4 71 5 19 0 00 0 00 -4 71 5 02 0 00 0 00 2 2 17 1 6 0 41 0 17 0 0 250 0 250 0 625 7 4 0 88 10 35 0 93 7 4 1 00 7 10 22 8 67 0 00 0 00 -12 24 11 55 0 00 0 00 3 3 10 0 6 0 17 0 17 0 0 164 0 313 1 000 16 4 0 70 16 35 0 91 16 35 0 95 8 13 81 11 66 0 00 0 00 -8 65 6 57 0 00 0 00 4 4 20 0 6 0 17 0 23 0 0 164 0 625 0 313 29 36 0 76 23 36 0 90 24 36 0 80 9 15 76 15 11 0 00 0 00 17 73 17 97 0 00 0 00 5 5 20 0 6 0 23 0 17 0 0 164 0 625 0 313 30 35 0 76 36 35 0 90 35 35 0 81 10 19 30 18 08 0 00 0 00 14 19 15 00 0 00 0 00 6 6 10 0 6 0 17 0 17 0 0 164 0 313 1 000 43 3 0 70 43 36 0 90 43 36 0 95 11 21 28 19 20 0 00 0 00 23 30 21 90 0 00 0 00 7 7 17 1 6 0 17 0 41 0 0 250 0 250 0 625 52 3 0 88 49 36 0 92 52 3 0 99 12 24 87 22 18 0 00 0 00 19 71 18 92 0 00 0 00 8 8 13 3 6 0 41 0 17 2 0 313 0 250 0 500 53 3 0 65 53 3 0 72 53 3 0 91 13 26 81 25 64 0 00 0 00 28 77 28 32 0 00 0 00 14 30 34 28 61 0 00 0 00 25 23 25 35 0 00 0 00 LOAD COMBINATIONS 15 -15 71 18 02 0 00 0 00 13 03 -12 47 0 00 0 00 3 DL +CL +SL 16 -10 94 14 03 0 00 0 00 17 82 16 47 0 00 0 00 4 DL+CL +SL 17 -8 29 -9 44 0 00 0 00 5 67 3 91 0 00 0 00 35 DL +CL +AUX1 18 -3 58 5 46 0 00 0 00 10 39 7 89 0 00 0 00 36 DL +CL +AUX2 19 -11 84 -19 79 7 69 0 00 13 11 16 40 7 69 0 00 20 11 58 -11 28 0 00 0 00 12 85 -7 90 0 00 0 00 21 13 11 16 30 7 69 0 00 11 84 19 88 7 69 0 00 WEIGHTS 22 -12 85 -7 81 0 00 0 00 11 58 -11 38 0 00 0 00 23 12 13 15 0 00 0 00 19 56 16 46 0 00 0 00 HCI Steel buildings, Inc. +/2/2008 HCI STEEL BUILDING SYSTEMS. INC. I Job No 1 3869 C Customer CLALLAM BUILDERS AND Description) NESTPORT SHIPYARD INTERIOR I 3869 Design Summary Report DEFLECTIONS (in) DEFLECTIONS RATIO Lateral Defl 1 modify 1 'Date 1 4/2/2008 1 Designed Byl DLB 1 Checked By l V41 4/ 2/08 9 02am 24 19 56 22 0 00 0 00 12 12 14 62 0 00 0 00 25 22 69 25 25 0 00 0 00 -28 21 25 23 0 00 0 00 26 28 21 26 64 0 00 0 00 22 69 23 85 0 00 0 00 Page 479 of 526 ire' SHEET 240 of 263 I Job No 1 3869 1 modify 1 1:1 Customer' CLALLAH BUILDERS AND 1 Date 1 4/2/2008 Description' WESTPORT SHIPYARD INTERIOR I Designed By' DLB HCI STEEL BUILDING SYSTEMS. INC. 1 I Checked By l V41 a====..--=== 3869 Design Summary Report Load Top Of Col Vert Defl Id Left Right Midspan 27 33 72 35 76 0 00 0 00 39 24 35 60 0 00 0 00 37 376 436 503 28 39 23 37 17 0 00 0 00 33 71 34 19 0 00 0 00 38 376 436 503 29 -1 55 1 48 0 00 0 00 -5 88 3 21 0 00 0 00 39 247 280 327 30 5 88 3 29 0 00 0 00 1 55 1 41 0 00 0 00 40 247 280 327 31 15 84 7 79 15 39 0 00 15 84 7 08 15 30 0 00 41 2264 2525 2968 32 25 45 19 63 11 43 0 00 25 45 18 25 11 37 0 00 42 2264 2525 2968 33 36 48 30 15 11 43 0 00 36 48 28 61 11 37 0 00 43 4980 445 1051 34 2 17 -6 12 15 39 0 00 -2 17 -6 15 15 30 0 00 44 824 1203 1142 35 36 02 28 88 0 00 0 00 36 10 38 14 0 00 0 00 45 1452 556 1712 36 36 10 38 81 0 00 0 00 36 03 28 21 0 00 0 00 46 1320 2850 2013 47 1105 355 1030 48 1113 352 1022 49 594 239 854 50 234 562 847 Lateral Defl 51 119 253 415 Load Top Of Col Vert Defl 52 253 119 415 Id Left Right Midspan 37 -0 42 0 37 2 39 38 -0 42 0 37 2 39 39 -0 65 0 57 3 67 40 -0 65 0 57 3 67 41 -0 07 0 06 -0 40 42 -0 07 0 06 -0 40 43 -0 03 -0 36 1 14 44 0 19 -0 13 1 05 P -DELTA CHECK.(Effective Length) 45 -0 11 -0 29 0 70 46 0 12 -0 06 0 60 47 -0 14 -0 45 1 16 Max 48 -0 14 -0 45 1 17 Deflect 49 0 27 0 67 -1 40 Ratio 50 -0 68 -0.28 -1 42 51 1 33 -0 63 -2 89 Left Column 0 0424 52 0 63 1 33 -2 89 Right Column 0 0458 MAX DEFLECTION Type Live Vertical -2 46 489 180 Total Vertical -3 67 327 120 Horizontal Drift 1 33 120 60 Max first order drift (in) 1 51 Max second order drift (in) 1 56 Ratio second /first 1 04 Deflect Span /Deflect Limit 4/ 2/08 9 02am Page 480 Of 526 HCI Steel 6uddings Inc. /2/2008 Job No 1 3869 modify 1 I Customer' CLALLAM BUILDERS AND I Date 1 9/2/2008 I 'Description], WESTPORT SHIPYARD INTERIOR Designed 521 DLB HCI STEEL BUILDING SYSTEMS. INC. I I Checked BYI V41 4/ 2/08 9 02am 3869 Flange Hole Check OUTSIDE FLANGE CHECK. Eff Net/ Surf Mem Seg Sec Girt/ Flange- Hole Gross Max_UC Id Id Id Id Purlin Width Thick Dia Limit Load DC 3869 Rigid Frame Clearances 4/ 2/08 9 02am VERTICAL CLEARANCE Page 481 Of 526 Page 482 Of 526 HCI STEEL BUILDING SYSTEMS. INC. 3869 Rigid Frame Clearances 4/ 2/08 9 02am Location HORIZONTAL CLEARANCE I Job No' 3869 I modify 1 1:1 Customer) CLALLAM BUILDERS AND I Date 4/2/2008 Description' WESTPORT SHIPYARD INTERIOR I Designed BY1 DLB I Checked By I V41 Span X_Coord Y_Coord SHEET 241 of 263 Left_Col 10 04 -06' 4 01 -13 10 04 -06 Right_C01 10 04 -06 95 10 -03 10 04 -06' Midspan 19 06 -10 50 00 -00 19 06 -10' 1 1 1 3 1 6 000 0 250 0 625 1 008 22 0 06 1 1 1 5 2 6 000 0 250 0 625 1 008 21 0 14 Location Span X_Coordl X_Coord2 2 2 2 8 1 6 000 0 250 0 625 1 008 24 0 40 2 2 2 10 2 6 000 0 250 0 625 1 008 22 0 20 Left_Col Right_Col 91 08 -10' 4 01 -11 95 10 -05 2 2 2 12 3 6 000 0 250 0 625 1 008 30 0 17 2 2 2 14 4 6 000 0 250 0 625 1 008 30 0 16 2 3 3 17 5 6 000 0 313 0 625 1 008 19 0 27 2 3 3 19 6 6 000 0 313 0 625 1 008 19 0 39 2 4 4 22 7 6 000 0 625 0 625 1 008 20 0 31 2 4 4 24 8 6 000 0 625 0 625 1 008 20 0 29 2 4 4 26 9 6 000 0 625 0 625 1 008 20 0 22 =9_ 2 4 4 28 10 6 000 0 625 0 625 1 008 15 0 14 3869 Rigid Frame Design Warnings 4/ 2/08 9 02am 3 5 5 31 1 6 000 0 625 0 625 1 008 16 0 14 a= 3 5 5 33 2 6 000 0 625 0 625 1 008 22 0 22 No Warnings 3 5 5 35 3 6 000 0 625 0 625 1 008 22 0 28 3 5 5 37 4 6 000 0 625 0 625 1 008 22 0 31 3 6 6 40 5 6 000 0 313 0 625 1 008 21 0 39 3 6 6 42 6 6 000 0 313 0 625 1 008 21 0 27 3 7 7 45 7 6 000 0 250 0 625 1 008 29 0 16 3 7 7 47 8 6 000 0 250 0 625 1 008 29 0 17 3 7 7 49 9 6 000 0 250 0 625 1 008 20 0 20 3 7 7 51 10 6 000 0.250 0 625 1 008 23 0 40 4 8 8 54 1 6 000 0 250 0 625 1 008 16 0 18 4 8 8 56 2 6 000 0 250 0 625 1 008 20 0 06 HCI Steel Eiufidings, Inc. 4/2/2008 HCI STEEL BUILDING AS. INC. *3869 Rigid Frame Design Input Echo 4/ 1/08 3 36pm 1)JOBID: 3869 2)PROGRAM OPTIONS *Frame Frame Stress Id Type Space 3 RFE 5 00 4)DESIGN CODE *Design Code WS ---Steel_Code-- Cold Hot NAUS01 AISCO5 5)DESIGN CONSTANTS ---Stress_Ratio---- Frame Col EP BP 1031031 03103 Job No I CLAL C: Customer 1 3869 M BUILDERS AND Description1 WESTPORT SHIPYARD INTERIOR Frame Space 11 30 No Of Cycle 7 End_Conn Lt Rt P P 3)ANALYSIS OPTIONS *Plate Depth Frame Column_Dep_Opt(in) Rafter_Dep_Opt(in) Opt Opt Sym Typ Min Max Typ Min Max N' N' Y T 8 00 50 00 T 10 00 60 00 Build Seismic Country Code Year Zone IBC 06 D Strength_Factor Seismic Wind Frame SpcEP 1 0000 1 7000 1 7000 Splice Frame Frame Fix Option Option_Id 1 00 6)STEEL YIELDS Web Flg C_Sec W_Sec R_Sec P_Sec T Sec U_Sec EP BP 50 0 55 0 55 0 50 0 50 0 35 0 46 0 36 0 55 0 55 0 7)DEFLECTION LIMITS Vertical Horizontal Live Total Total Seis Crane 180 0 120 0 60 0 50 0 100 0 Weak Axis 60 0 I modify 1 Date 1 9/2/2008 I Designed By1 DLB Checked By I V41 Web_Stiffener Use Ratio Side P -Delta N' 0 00 Y EL 8)REPORTS Input Design End Base Revise Action Sec Flange Segment Unbrc Floor Cable Echo Summary Plate Plate Input Stress Prop Brace Displ Len React React I Y 4 Y' N N 'N' N' N N' Y' Y Page 483 Of 526 Job No 1 3869 1 modify I 1:1 I Customer' CLALLAM BUILDERS AND I Date 1 4/2/2008 Description 1 WESTPORT SHIPYARD INTERIOR I Designed By1 DLB HCI STEEL BUILDING SYSTEMS, INC. I 9)BUILDING SHAPE No X Coord Surf �(ft) 4 0 0000 50 0000 100 0000 100 0000 SHEET 242 of 263 Y_Coord Offset (ft) (in) 14 0000 8 000 22 3333 9 000 14 0000 9 000 0 0000 8 000 (10)MEMBER DEPTHS *Surf Depth(in) No Interior_Depths Id Start End Dep Loc(ft) Depth(in) 1 17 250 31 000 0 2 29 000 19 000 2 20 5647 14 000 30 5647 14 000 3 19 000 29 000 2 20 1250 14 000 30 1250 14 000 4 31 000 17 250 0 (11)MEMBER SPLICES Surf No Splice Splice Id Splice Loc(ft) Type 1 0 2 2 0 0000 PEE 30 5647 -EE 3 2 0 0000 -EE 20 1250 -EE 4 1 0 0000 PEE (12)SEGMENT PLATES *No Surf Mem Seg Seg *Seg Id Id Id Len(ft) 8 1 1 1 0 0000 2 2 2 0 0000 2 3 3 0 0000 2 4 4 0 0000 3 5 5 0 0000 3 6 6 0 0000 3 7 7 0 0000 4 8 6 0 0000 Checked BY' V41 Member Part Flange Plate_Thickness(in) Widin Web OS_Flg IS_Flg 6 00 0 2500 0 2500 0 3750 6 00 0 1875 0 2500 0 5000 6 00 0 1345 0 2500 0 3750 6 00 0 1345 0 3125 0 2500 6 00 0 1345 0 3125 0 2500 6 00 0 1345 0 2500 0 3750 6 00 0 1875 0 2500 0 5000 6 00 0 2500 0 2500 0 3750 (13)INTERIOR COLUMNS No Col Col Col Col Connection Rafter Unbrace_Length Col Col Col Id Typ Rot Loc Bot Top Opt Major Minor Set Size Page 484 Of 526 HCI Steel bLa(idings, Inc. 4/2/2008 HCI STEEL BUILDING SYSTEMS. INC. 0 (14)TAPERED INTERIOR COLUMNS *Col Col Depth No Start Id Shape. Min Max Mem Locate (15)BASE ELEVATION /WALL OPTIONS *Base Base Frame Id Elev Space 1 0 00 11 30 2 0 00 11 30 (16)BASE DISPLACEMENT *Base Displace Id Opt Dir (in) 0 0 000 (17)WALL GIRTS *Surf Girt Girt Id Type Size 1 ZB 8225016 4 ZB 8Z25U16 (18)ROOF PURLINS *Surf Purl Purl Id Type Size 2 ZB 9235014 (20)SIDEWALL EXTENSIONS *Surf No Ext Extension Size Id Ext Id Type Elev Width 1 1 1 EE 14 000 2 000 4 0 Job No 1 3869 Customer I CLALLAM BUILDERS AND Description! WESTPORT SHIPYARD INTERIOR Open Height 0 0000 Left Column 0 0000 Right Column Girt Depth 8 00 8 00 Purl Depth 9 00 Spring (k /in 0 000 Girt Girt Bay No Proj Lap Id Girt Location(ft) 0 00 0 875 1 2 4 000 7 333 O 00 0 875 4 2 4 000 7 333 Purl Proj O 00 Purl Lap 1 875 No Purl 10 Peak Space 1 083 3 ZB 9235U14 9 00 0 00 1 875 10 1 083 (19)FLANGE BRACES Surf No Flange_Brace At Id Brace Girt /Purlin Number 1 0 2 6 1 3 5 6 8 10 3 6 1 3 5 6 8 10 4 0 Im'dufy 1 I Date 1 4/2/2008 Deergned Byl DLB Checked BF! V41 Web_Depth- Web Flg OS_Flg IS_Flg Start End Thick Width Thick Thick -Facia Size Set_Of Set_Space Space Space No 2 4 8854 1 4 9690 9 2 4 9690 9 4 8854 1 Slope Elev Height Slope 12 0 0 000 0 000 0 00 Load Width 11 30 Page 485 Of 526 I Job No 1 3869 1:1 I Customer' CLSLLAM BUILDERS AND Descr.ptionl WESTPORT SHIPYARD INTERIOR HCI STEEL BUILDING SYSTEMS. INC. *(21)EXTENSION LOADS *Ext Dead Collat Live Snow Windl_Coeff Wind2_Coeff Lo Id psf psf psf psf Left Right Left Right Le 1 2 50 8 00 20 00 25 00 2 20 2 20 -2 20 -2 20 0 (22)BASIC LOADS Dead psf 2 50 Live Snow psf psf 12 00 25 00 (23)BASIC LOADS Seismic- Load SpcEP k Y. 3 18 7 33 -Wind Horiz Vert O 00 0 00 O 00 0 00 *Load *No Id Dead Co11 36 1100100 2100100 3100100 41001 00 51000 00 6 1 00 0 00 7100100 81001 00 91 00100 SHEET 243 of 263 Collat psf 8 00 AT EAVE Weak Axis L Wind Seis k k 000 000 (24)WIND COEFFICIENTS Surf -wind 1 Wind_2 Id Left Right Left Right 1 0 43 -0 63 0 79 -0 27 2 -1 17 -0 72 -0 81 -0 36 3 -0 72 1 17 -0 36 -0 81 4 -0 63 0 43 -0 27 0 79 (25)LONGITUDINAL BRACING LOADS Seismic-- Horiz Vert O 00 0 00 O 00 0 00 (26)DESIGN LOADS Strength Live Snow 1 00 0 00 0 00 1 00 0 00 0 00 O 00 1 00 0 00 0 00 1 00 0 00 0 00 0 00 0 00 O 00 0 00 0 00 O 75 0 00 0 75 O 75 0 00 0 00 O 75 0 00 0 00 Basic Deflection Wind Load_Ratio psf Snow Wind Seis 22 41 1 00 1 00 1 00 Weak Axis _R Wind Seis k k 000 000 Torsion Wind Seis k k 0 00 0 00 Long_Wind Surface 1 2 Friction -0 65 -0 65 0 00 -1 17 -0 67 0 00 -0 67 1 17 0 00 -0 65 -0 65 0 00 Left Column Right Column Load Coefficients -Wind_1- Wind_2- Lt Rt Lt Rt 0 00 0 00 O 00 0 00 0 00 O 00 0 00 O 75 O 00 O 00 O 00 O 00 O 00 0 00 O 00 O 00 O 00 O 75 O 00 O 00 0 00 0 00 O 00 O 00 O 00 O 00 O 00 modify I bate 1 4/2/2008 I Designed Byj DLB I Checked 18 1/ V41 ng_Wind Facia_Wind Seis ft Right Left Right k 00 0 00 0 00 0 00 0 00 Temperature Change 0 0 EW_Brace Wind Seis k k 0 00 0 00 Page 486 Of 526 Long_Wind Seismic- Aux Load 1 2 Long Tran Id Coeff 0 00 0 00 0 00 0 00 0 0 00 0 00 0 00 0 00 0 00 0 0 00 O 00 0 00 0 00 0 00 0 0 00 O 00 0 00 0 00 0 00 0 0 00 O 00 0 00 0 00 0 00 0 0 00 O 00 0 00 0 00 0 00 0 0 00 O 00 0 00 0 00 0 00 0 0 00 O 00 0 00 0 00 0 00 0 0 00 0 00 0 00 0 00 0 00 0 0 00 HCI Steel Esu(Idings, Inc. 4/2/2008 Job No 1 3869 I modify I Job No 1 3869 Customer I CLALLAN BUILDERS AND I Date 1 4/2/2008 Customer I CLALLAM BUILDERS AND Description! WESTPORT SHIPYARD INTERIOR I Designed I I Description1 WESTPORT SHIPYARD INTERIOR HCI STEEL BUILDING SYSTEMS. INC. B DLB HCI STEEL BUILDING Checked By I SYSTEMS. INC. 10 1 00 1 00 0 75 0 00 0 00 0 00 0 00 0 75 0 00 0 00 0 00 0 00 0 0 00 11 1 00 1 00 0 00 0 75 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 12 1 00 1 00 0 00 0 75 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 13 1 00 1 00 0 00 0 75 0 00 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 0 00 14 1 00 1 00 0 00 0 75 0 00 0 00 0 00 0 75 0 00 0 00 0 00 0 00 0 0 00 15 0 60 0 00 0 00 0 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 16 0 60 0 00 0 00 0 00 0 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 (28)DESIGN LOADS Special 17 0 60 0 00 0 00 0 00 0 00 0 00 1 00 0 00 0 00 0 00 0 00 0 00 0 0 00 Load Coefficients 18 0 60 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 00 D 00 0 00 0 00 0 0 00 *Load Wind_1 Wind_2- Long_Wind Seismic- Aux_Load 19 0 60 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 00 0 00 0 00 0 0 00 *No Id Dead Coll Live Snow Lt Rt Lt Rt 1 2 Long Tran Id Coeff 20 0 60 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 00 0 00 0 00 0 0 00 6 53 1 39 1 39 0 00 0 20 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 0 00 21 0 60 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 00 0 00 0 0 00 54 1 39 1 39 0 00 0 20 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 0 00 22 0 60 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 00 0 00 0 0 00 55 0 71 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 0 00 23 1 14 1 14 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 10 0 0 00 56 0 71 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 0 00 24 1 14 1 14 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 -0 70 0 0 00 57 1 39 1 39 0 00 0 20 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 00 0 0 00 25 1 10 1 10 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 52 0 0 00 58 0 71 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 00 0 0 00 26 1 10 1 10 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 -0 52 0 0 00 27 1 10 1 10 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 52 0 0 00 28 1 10 1 10 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 -0 52 0 0 00 (29)AUXILARY LOADS 29 0 46 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 70 0 0 00 *No Aux Aux No _Add Add_Comb 30 0 46 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 -0 70 0 0 00 *Aux Id Name Loads Id Coeff 31 1 14 1 14 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 70 0 00 0 0 00 2 1 F3UNB_SL 1 3 1 0 30 32 1 10 1 10 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 52 0 00 0 0 00 2 1 00 33 1 10 1 10 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 52 0 00 0 0 00 3 0 60 34 0 46 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 70 0 00 0 0 00 35 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 1 00 2 F3UNB_SL 3 3 2 0 30 36 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 2 1 00 1 1 00 4 0 60 (27)DESIGN LOADS Deflection Page 487 Of 526 Page 488 Of 526 modify I Date 1 4/2/2008 I Designed B DLB Checked By I V41 49 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 70 0 0 00 50 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 -0 70 0 0 00 51 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 1 00 52 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 2 1 00 Load_Coefficients *Load Wind_1 Wind_2 Long_Wind Seismic Aux_Load (30)ADDITIONAL LOADS *No Id Dead Coll Live Snow Lt Rt Lt Rt 1 2 Long Tran Id Coeff *No Add Surf Basic Load Fx Fy Mom Dx Dy Conc 16 37 1 00 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 *Add Id Id Type Type W1 W2 Co D11 D12 Dist 38 1 00 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 4 1 2 D -0 275 -0 275 0 17 0 000 50 690 39 1 00 1 00 0 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 OD 0 00 0 0 00 40 1 00 1 00 0 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 2 3 D -0 275 -0 275 -0 17 0 000 50 690 41 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 42 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 3 3 D -0 275 -0 275 -0 17 0 000 14 416 430000 00 000 000 070 000 000 000 000 0 00 000 000 0 000 44 0 00 0 00 0 00 0 00 0 00 0 70 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 4 2 D -0 275 -0 275 0 17 36 274 50 690 45 0 00 0 00 0 00 0 00 0 00 0 00 0 70 0 00 0 00 0 00 0 00 0 00 0 0 00 46 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 70 0 00 0 00 0 00 0 00 0 0 00 47 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 70 0 00 0 00 0 00 0 0 00 48 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 -0 70 0 00 0 00 0 00 0 0 00 (31)FLOOR BEAMS SHEET 244 of 263 HCI Steel buildings, Inc. 4/2/2008 HCI 51ttL BUILDING SYSTEMS. INC. Bay No Beam Beam Con_Type Con_LOC Beam Properties *DS_RFDEP Siz Id Beam Id Ht Lt Rt Lt Rt Area Ixx *Surface Span Required- Selected 1 0 Id Id Type Span Type Span $Depth #Splice 1 1 W 14 0 No record selected (32)CABLES 2 1 C 50 0 C 50 0 2 1 Bay No Cable Cable Cable Cable 3 1 C 50 0 C 50 0 2 1 Id Cable Id Level Type Area 4 1 W 14 0 No record selected 1 0 (33)CRANE BRACKET __n_ *Crane Bayld Crane Crane -Beam- Offset- Bracket Col_Sup 3869 Rigid Frame Design Code 4/ 2/08 9 02am *No Id Lt Rt Type Height Depth Width Left Right Type Opt Select Lt Rt m 0 (34)FRAME LINES No *Line Frame_Line_Id 1 5 BUILDING CODE (35)DESIGN PLATES Wind Code IBC 'No Plate Plate_Size- Bolt Bolt Top Bottom Year 06 *Plt Type Id Width Thick Dia Gage Row Space Row Space Seismic Zone D 0 (36)SPECIAL FAB DATA No Piece Piece *Piece Id Key 0 (37)ENDWALL COLUMNS Job No l 3869 I modify customer' CLALLAM BUILDERS AND I Date 1 4/2/2008 Description' WESTPORT SHIPYARD INTERIOR i Designed By DLB l Checked By' V41 *Wall Expand_EW No Column Column Id Use Offset Column Locate Offset 1 Y 15 500 0 BASE PLATE 6 BOLT SIZE 3 Y 15 500 4 20 0000 7 890 40 0000 9 870 60 0000 9 870 -Column_Base Plate_Size(in) Bolts(A307 80 0000 7 890 Loc Typ Depth Width Length Thick Row Diem Gage (38)JACK BEAMS Left P 17 9 6 0 17 88 0 500 4 0 750 3 00 No Beam Beam Beam Beam Right P 17 9 6 0 17 88 0 500 4 D 750 3 00 *Beam Id Offset Height Length Part 0 BASE REACTIONS Code file used was RF_IBC 06 Version 3 0 Page 489 Of 526 Page 490 Of 526 SHEET 245 of 263 1 Job No l 3869 Custcmor I CLALLAM BUILDERS AND Description' WESTPORT SHIPYARD INTERIOR HCI STEEL BUILDING l SYSTEMS. INC. STRUCTURAL CODE Design Basis WS Hot Rolled Steel AISCO5 Cold Formed Steel NAUS01 MODULUS OF ELASTICITY Hot Rolled Steel 29000 (ksi Cold Formed Steel 29500 (ksi 3869 Base Plate and Anchor Bolt Design Column Max_Comp- Max_Tens- -Max_Shear Weak_Axis modify Date 4/2/2008 Designed By' DLB Checked By l V41 4/ 2/08 9 02am HCI Steel bulidings, Inc. 4/2/2008 1:1 Descriptionl WESTPORT SHIPYARD INTERIOR Designed Checked ByI V41 a 3869 Base Plate and Anchor Bolt Design 4/ 2/08 9 02am Ld Fy(k Ld Fy(k Ld Fx(k Tens Moment Loc. Ha STEEL BUILDING SYSTEMS, INC. Left 4 22 6 15 -12 7 3 22 2 0 0 0 0 Right 3 21 7 16 11 9 3 22 2 0 0 0 0 WELDS Job No 1 3869 Customer I CLALLAH BUILDERS AND Unity_Check Splice Thick Dia_Required EP Bolt Bolt Id Typ Reg Top Bot Bend Top Bot 1 PEE 0 72 0 833 0 632 0 91 0 91 0 52 2 -EE 0 44 0 510 0 615 0 79 0 46 0 67 3 -EE 0 33 0 280 0 482 0 75 0 14 0 41 I� I Date Page 491 Of 526 Page 492 Of 526 Job No 1 3869 I modify I I 4/2/2008 r'' Customer I CLALLAH BUILDERS AND I Date 1 9/2/2008 ByI DLB I I Description I WESTPORT SHIPYARD INTERIOR Designed Sy DLB Checked WI V41 HCI STEEL BUILDING SYSTEMS INC. WELDS STIFFENER DESIGN Stiffener SHEET 246 of 263 I I 3869 Bolted- End -Plate Design 4/ 2/08 9 02am 4 -EE 0 45 0 510 0 617 0 79 0 46 0 68 5 PEE 0 72 0 829 0 657 0 91 0 90 0 56 Outside_Flange_To_Bep Inside_Flange_To_Bep Web_TO Bep Splice Shear(k /in Shear(k/in Shear(k/in Outside_Flange_To_Base Inside_Flange_To_Base Web_To_Base Id Side Size Typ Calc Rn /sf Size Typ Calc Rn /sf Size Typ Calc Rn /sf Base Shear(k /in Shear(k/in Shear(k/in Id Size Typ Calc Rn /sf Size Typ Calc Rn /sf Size Typ Calc Rn /sf 1 L 0 375 F2 5 12 5 57 0 250 F2 3 35 3 71 0 188 F2 0 28 2 78 1 R 0 375 F2 4 86 5 57 0 250 F2 3 45 3 71 0 188 F2 0 28 2 78 Left 0 188 81 1 06 2 78 0 188 F1 1 06 2 78 0 188 F2 0 64 2 78 2 L 0 188 F2 1 87 2 78 0 250 F2 3 59 3 71 0 188 F2 0 15 2 78 Right 0 188 F1 0 99 2 78 0 188 F1 0 99 2 78 0 188 F2 0 64 2 78 2 R 0 188 F2 2 09 2 78 0 250 F2 3 14 3 71 0 188 F2 0 15 2 78 3 L 0 188 F2 0 59 2 78 0 188 F2 1 58 2 78 0 188 F2 0 09 2 78 3 R 0 188 F2 0 59 2 78 0 188 F2 1 58 2 78 0 188 F2 0 09 2 78 ==a=^ 4 L 0 188 F2 2 09 2 78 0 250 F2 3 16 3 71 0 188 F2 0 15 2 78 3869 Bolted- End -Plate Design 4/ 2/08 9 02am 4 R 0 188 F2 1 87 2 78 0 250 F2 3 61 3 71 0 188 F2 0 15 2 78 ===n 5 L 0 375 F2 4 81 5 57 0 313 F2 3 72 4 64 0 188 F2 0 28 2 78 5 R 0 375 F2 5 07 5 57 0 250 F2 3 61 3 71 0 188 F2 0 28 2 78 Splice Member Web Splice(in) Ten Load(k f -k Bolts(A325 Id Typ Loc Depth Width Thick Loc Id Axl Shr Mom Row Diam Space Gage 3869 Stiffener Report 4/ 2/08 9 02am 1 PEE 1 2 29 00 6 0 0 750 Top 4 25 16 249 2 0 875 4 00 3 00 =a Bot 22 -13 -6 118 2 0 875 4 00 3 00 2 -EE 3- 4 14 00 6 0 0 500 Top 19 -13 1 33 2 0 750 4 00 3 00 Stiffener Yield 50 0 (ksi Bot 36 20 4 54 2 0 750 4 00 3 00 3 -EE 4 5 19 26 6 0 0 375 Top 15 -13 1 14 2 0 750 4 00 3 00 STIFFENER SIZE Bot 35 19 3 40 2 0 750 4 00 3 00 4 -EE 5- 6 14 00 6 0 0 500 Top 21 -13 1 33 2 0 750 4 00 3 00 Bot 35 20 -4 55 2 0 750 4 00 3 00 Stiffener Web(in) Stiffener Size(in)- 5 PEE 7 8 29 00 6 0 0 750 Top 3 25 16 246 2 0 B75 4 00 3 00 Location No Depth Thick Width Thick Length Bot 16 -13 9 127 2 0 875 4 00 3 00 Left Col 1 31 00 0 250 3 00 0 313 31 00 Right Col 1 31 00 0 250 3 00 0 313 31 00 Tension(k Compression(k Max HCI Steel Buildings, Inc. 4/2/2008 Page 493 Of 526 Page 494 Of 526 I Job No 1 3869 I modify Job No 1 3869 modify •YI I Customer CLALLAM BUILDERS AND Date 4/2/2006 Customer I CLALLAM BUILDERS AND I Date 1 i I I Des WESTPORT SHIPYARD INTERIOR Designed By DLB Description' WESTPORT SHIPYARD INTERIOR Designed Byl DLB HCI STEEL BUILDING HCI STEEL BUILDING Checked SYSTEMS. INC. 1 Checked BY' V41 SYSTEMS. INC. 1 BY 1 V41 3869 Stiffener Report 4/ 2/08 9 02am Location Load Calc Pn /sf Load Calc Pn /sf UC Left Col 22 45 4 56 1 4 95 3 102 9 0 93 Right Col 16 48 6 56 1 3 94 5 102 9 0 92 4 0 WELDS d== 3869 Weld Report Web To Flange 4/ 2/08 9 02am Stiff_To_Flg /EP Stiff To_Web Stiffener Shear(k /in Shear(k/in Calc_Max_Weld Shear Weld_Provided Location Size Typ Calc Rn /sf Size Typ Calc Rn /s£ Member Segment Section Load Shear Size Rn /sf No Id Id Id Id (k /in (in) (k /in Type Side Left Col 0 313 F2 3 79 4 64 0 188 F1 1 54 2 78 Right Col 0 313 F2 4 05 4 64 0 188 F1 1 52 2 78 1 2 1 4 0 98 0 188 2 78 F 1 2 2 14 4 0 53 0 188 2 78 F 1 3 3 15 4 0 55 0 188 2 78 F 1 =a= aa___ =P 4 9 20 35 0 31 0 188 2 78 F 1 3869 Flange Brace Report 4/ 2/08 9 02am 5 5 37 36 0 30 0 188 2 78 F 1 6 6 42 3 0 55 0 188 2 78 F 1 7 7 43 3 0 52 0 188 2 78 F 1 8 8 56 3 0 98 0 188 2 78 F 1 Flange Brace Yield= 50 0 ksi Girt /Purlin Yield= 55 0 ksi Flange Brace Bolt 0 500 (A325 (2 Washers) 3869 Special Segment Report 4/ 2/08 9 02am Surf No Web Brace Calc Brace_UC Conn Id Brace Loc Side Part Depth Dist Force Comp Tens UC FLANGE PLATE (a) 1 0 Initial -Required 2 6 1 1 L2x 105 27.23 22 50 2 79 0 71 0 50 1 07* Width Thick Width Thick 3 1 L2x 075 18 84 22 50 1 81 0 93 0 70 0 69 Locate (in) (in) (in) (in) 5 1 L2x.075 14 00 22 50 0 B7 0 43 0 34 0 33 6 1 L2x 075 14 00 22 50 0 99 0 49 0 38 0 38 Lt Col 6 0 0 250 6 0 0 313 8 1 L2x 075 16 31 22 50 1 12 0 56 0 43 0 43 Rt Col 6 0 0 250 6 0 0 313 10 1 L2x 075 18 83 22 50 0 60 0 31 0 23 0 23 3 6 1 1 L2x 075 18 83 22 50 0 60 0 31 0 23 0 23 WEB PLATE (b) 3 1 L2x 075 16 31 22 50 1 12 0 56 0 43 0 43 5 1 L2x 075 14 00 22 50 0 99 0 49 0 39 0 38 6 1 L2x 075 14 00 22 50 0 86 0 43 0 33 0 33 8 1 L2x 075 18 84 22 50 1 79 0 92 0 70 0 69 SHEET 247 of 263 3869 Flange Brace Report 4/ 2/08 9 02am 10 1 L2x 105 27 23 22 50 2 76 0 70 0 50 1 06* *Warning Flange Brace Bolts Inadequate CalC Shear Force Actions Web Vn /sf Calc Web Axial Moment Shear Web Stiff Thick Stiffener HCI Steel b. tidings, Inc. +/2/2008 Job No 1 3869 I modify 1 Customer 1 CLALLAM BUILDERS AND Data 1 9/2/2008 Descr ption WESTPORT SHIPYARD INTERIOR I De agreed By' DLB MCI STEEL BUILDING SYSTEMS. INC. I Checked By' V41 3869 Special Segment Report 4/ 2/08 9 02am Locate Id (k (f -k (k =a (k (k )�(in) Provided Lt Col 4 25 7 248 8 90 1 90 1 0 0 0 250 None Rt Col 3 25 7 246 4 89 1 89 1 0 0 0 250 None WEB DESIGN- Locate H Av Kv Cv Lt Col 20 62 26 42 10 87 0 73 Rt Col 28 62 26 42 10 87 0 73 3869 Design Summary Report 4/ 2/08 9 02am FRAME Id 3 Type RF Line Id= 5 MEMBERS Page 495 Of 526 Page 496 Of 526 Job No 1 3869 C Customer I CLALLAM BUILDERS AND DescripLionl WESTPORT SHIPYARD INTERIOR HCI STEEL BUILDING i SYSTEMS. INC. 3869 Design Summary Report 4 DL+CL +SL 35 DL +CL +AUX1 36 DL +CL +AUX2 WEIGHTS Member Weight (lb) Total Weight (lb) Frame Members 3085 (a)DS BUILD(frame37) =4 see help Interior Col 0 (b)DS_BUILD(frame36) -4 see help Conn Plates 290 Base Plates 30 Trans Stiff 0 SHEET 248 of 263 REACTIONS (Sidewall Columns) 1 2 3 4 5 6 7 8 456 517 192 378 378 192 517 456 3405 modify 1 Date 1 4/2/2008 Designed ByI DLB Checked By I V41 4/ 2/08 9 02am Load Left_Column- Right_Column- Id Fx(k Fy(k Fz(k M(f -k Fx(k Fy(k Fz(k M(f k 1 14 55 15 13 0 00 0 00 -14 55 14 33 0 00 0 00 2 14 55 15 16 0 00 0 00 -14 55 14 30 0 00 0 00 Mem Segl Flange )Neb_Depthl Plate_Thickness I Max_UCV 1 Max_UCO 1 Max_UCI 3 22 21 22 59 0 00 0 00 -22 21 21 67 0 00 0 00 Id Id 1 Len Wid)Strt End! Web O -flg I- flglId Ld Ucv)id Ld UcolId Ld Uci 4 22 21 22 63 0 00 0 00 -22 21 21 64 0 00 0 00 5 2 66 3 05 0 00 0 00 -2 66 2 97 0 00 0 00 1 1 13 3 6 0 17 3 31 0 0 250 0 250 0 375 5 4 0 53 5 4 0 83 5 4 0 99 6 2 66 3 06 0 00 0 00 2 66 2 97 0 00 0 00 2 2 17 8 6 0 29 0 14 0 0 188 0 250 0 500 6 4 0 84 6 4 1 01 6 4 1 02 7 3 20 2 45 0 00 0 00 -4 47 4 73 0 00 0 00 3 3 10 0 6 0 14 0 14 0 0 134 0 250 0 375 15 4 0 60 19 36 0 80 15 35 0 96 8 5 31 4 78 0 00 0 00 2 37 2 39 0 00 0 00 4 4 20 0 6 0 14 0 19 0 0 134 0 313 0 250 28 36 0 60 22 36 0 96 23 36 0 64 9 6 17 5 87 0 00 0 00 -7 44 8 14 0 00 0 00 5 5 20 0 6 0 19 0 14 0 0 134 0 313 0 250 29 35 0 60 35 35 0 96 34 35 0 65 10 8 27 8 20 0 00 0 00 -5 33 5 81 0 00 0 00 6 6 10 0 6 0 14 0 14 0 0 134 0 250 0 375 42 3 0 60 38 35 0 80 42 36 0 96 11 8 99 8 05 0 00 0 00 -10 26 10 23 0 00 0 00 7 7 17 8 6014029001880250050051 308351 310051 3101 12 1109 1038 000 000 -815 7 90 0 00 000 8 8 13 3 6 0 31 0 17 3 0 250 0 250 0 375 52 3 0 53 52 3 0 84 52 3 0 99 13 11 94 11 47 0 00 0 00 13 21 13 64 0 00 0 00 14 14 05 13 80 0 00 0 00 -11 11 11 32 0 00 0 00 LOAD COMBINATIONS 15 11 25 -12 70 0 00 0 00 9 56 -8 73 0 00 0 00 3 DL +CL +SL 16 -8 45 -9 56 0 00 0 00 12 38 11 87 0 00 0 00 HCI Steel buildings, Inc. 4/2/2008 HCI STEEL BUILDING SYSTEMS. INC. DEFLECTIONS (in) Job No 1 3869 I modify l I Customer! CLALLAM BUILDERS AND I Date 1 9/2/2008 Description) WESTPORT SHIPYARD INTERIOR I Designed Byl DLB Checked By' V41 Page 497 Of 526 Job No 1 3869 Customer I CLALLAM BUILDERS AND Des criptionI NESTPORT SHIPYARD INTERIOR HCI STEEL INC. .LDING 3869 Design Summary Report 4/ 2/08 9 02am 17 -7 27 -8 14 0 00 0 00 5 58 -4 17 0 00 0 00 18 -4 47 -5 00 0 00 0 00 8 39 7 31 0 00 0 00 19 -8 60 -11 27 0 00 0 00 9 65 -8 41 0 00 0 00 20 -8 60 -11 27 0 00 0 00 9 65 8 41 0 00 0 00 21 -9 65 -8 36 0 00 0 00 8 60 11 32 0 00 0 00 22 -9 65 -8 36 0 00 0 00 8 60 11 32 0 00 0 00 23 6 28 8 43 0 00 0 00 -10 73 9 18 0 00 0 00 24 10 73 9 59 0 00 0 00 -6 28 8 03 0 00 0 00 25 11 87 13 69 0 00 0 00 -15 17 13 82 0 00 0 00 26 15 17 14 56 0 00 0 00 -11 86 12 94 0 00 0 00 27 17 62 19 27 0 00 0 00 20 93 19 33 0 00 0 00 37 268 311 354 28 20 93 20 17 0 00 0 00 17 62 18 44 0 00 0 00 38 268 311 354 29 -1 00 0 84 0 00 0 00 3 45 1 93 0 00 0 00 39 177 200 231 30 3 45 1 97 0 00 0 00 1 01 0 80 0 00 0 00 40 177 200 231 31 8 51 9 01 0 00 0 00 -8 51 8 60 0 00 0 00 41 1519 1685 1964 32 13 52 14 13 0 00 0 00 -13 52 13 38 0 00 0 00 42 1519 1685 1964 33 19 28 19 72 0 00 0 00 19 28 18 88 D 00 0 00 43 1501 222 557 34 1 22 1 41 0 00 0 00 -1 22 1 37 0 00 0 00 44 320 1422 593 35 19 03 15 67 0 00 0 00 -19 07 20 57 0 00 0 00 45 729 260 790 36 19 07 20 93 0 00 0 00 -19 03 15 32 0 00 0 00 46 408 99999 865 47 496 178 547 48 496 178 547 49 348 155 588 50 152 332 584 Lateral Defl 51 89 193 307 Load Top Of Col Vert Defl 52 193 89 308 Id Left Right Midspan 51 1 78 -0 82 -3 90 52 0 82 1 78 -3 90 3869 Design Summary Report 4/ 2/08 9 02am DEFLECTIONS RATIO SHEET 249 of 263 Lateral Defl Load Top Of Col Vert Defl Id Left Right 8 Midspan MAX DEFLECTION 37 -0 60 0 51 -3 38 Type Deflect Span /Deflect Limit 38 -0 60 0 51 -3 38 39 -0 90 0 80 -5 18 Live Vertical -3 43 350 180 40 -0 90 0 80 -5 18 Total Vertical -5 18 232 120 41 -0 11 0 09 -0 61 Horizontal Drift -1 78 90 60 42 -0 11 .0 09 -0 61 43 -0 11 -0 72 2 15 44 0 50 -0 11 2 02 P -DELTA CHECK.(Effective Length) 45 -0 22 -0 61 1 52 46 0 39 0 00 1 39 47 -0 32 -0 90 2 19 Max 48 -0 32 -0 90 2 19 Deflect 49 0 46 1 03 -2 04 Ratio 50 -1 05 -0 48 -2 05 I Date 1 4/2/2008 I Designed Byl DLB Checked WI V11 Page 498 Of 526 HCI Steel buildings, Inc. HCI STEEL BUILDING SYSTEMS. INC. 3869 Left Column Right Column 3869 ENDWALL VERTICAL DEFLECTION OUTSIDE FLANGE CHECK 1 Job No 1 3869 Customer' CLALLAM BUILDERS AND Descriptio I WESTPORT SHIPYARD INTERIOR 1 1 Design Summary Report 0 0500 0 0993 Max first order drift (in) 2 02 Max second order drift (in) 2 12 Ratio second /first 1 05 Column Vertical_Op Vertical_Down Location Load Deflect Load Deflect 20 00 47 1 32 52 2 48 40 00 47 2 19 39 4 75 60 00 44 2 02 39 4 80 80 00 52 1 08 51 2 42 Flange Hole Check I mdifY I E£f Net/ Surf Mem Seg Sec Girt/ Flange Hole Gross Max_UC Id Id Id Id Purlin Width Thick Dia Limit Load UC Date 1 4/2/2008 Designed Byl DLB checked By 1 V41 4/ 2/08 9 02am 4/ 2/08 9 02am Page 499 Of 526 HCI STEEL BUILDING SYSTEMS. INC. 3869 Flange Hole Check 3 5 5 32 2 6 000 0 313 0 625 3 5 5 34 3 6 000 0 313 0 625 3 5 5 36 4 6 000 0 313 0 625 3 6 6 39 5 6 000 0 250 0 625 3 6 6 41 6 6 000 0 250 0 625 3 7 7 44 7 6 000 0 250 0 625 3 7 7 46 8 6 000 0 250 0 625 3 7 7 48 9 6 000 0 250 0 625 3 7 7 50 10 6 000 0 250 0 625 4 8 8 54 1 6 000 0 250 0 625 4 8 8 55 2 6 000 0 250 0 625 3869 VERTICAL CLEARANCE Location Left_Co1 Right_Col Midspan HORIZONTAL CLEARANCE SHEET 250 of 263 1 Job NO! 3869 I modify Customer' CLALLAM BUILDERS AND i Date 1 4/2/2008 Description' WESTPORT SHIPYARD INTERIOR Designed By' DLB 1 1 Checked By' V41 1 008 22 0 35 1 008 22 0 45 1 008 22 0 50 1 008 21 0 48 1 000 21 0 34 1 008 20 0 24 1 008 23 0 36 1 008 36 0 93 1 008 3 0 95 1 008 27 0 55 1 008 16 0 10 Rigid Frame Clearances 4/ 2/08 9 02am Span X_Coord Y_Coord 11 03 -05" 3 03 -12' 11 03 -05" 11 03 -05 96 08 -04 11 03 -05' 19 11 -01 50 00 -00" 19 11 -01 4/ 2/08 9 02am 1 1 1 2 1 6 000 0 250 0 625 1 008 22 0 07 Location Span X_Coordl X_Coord2 1 1 1 3 2 6 000 0 250 0 625 1 008 28 0 55 2 2 2 7 1 6 000 0 250 0 625 1 008 4 0 96 Left_Col Right_Col 93 04 -13' 3 03 -10" 96 08 -06' 2 2 2 9 2 6 000 0 250 0 625 1 008 35 0 93 2 2 2 11 3 6 000 0 250 0 625 1 008 24 0 36 2 2 2 13 4 6 000 0 250 0 625 1 008 22 0 23 2 3 3 16 5 6 000 0 250 0 625 1 008 19 0 34 2 3 3 18 6 6 000 0 250 0 625 1 008 19 0 48 2 4 4 21 7 6 000 0 313 0 625 1 008 19 0 50 2 4 4 23 8 6 000 0 313 0 625 1 008 19 0 45 2 4 4 25 9 6 000 0 313 0 625 1 008 15 0 35 3869 Rigid Frame Design Warnings 4/ 2/08 9 02am 2 4 4 27 10 6 000 0 313 0 625 1 008 15 0 22 3 5 5 30 1 6 000 0 313 0 625 1 008 16 0 22 WARNING Inadequate Brace To Purlin Connection 52 ,go< c'o,✓fi/ 's 2 i X 2�z ,r g 68 3 IOK,21-./4/ FiPo� F1 VZ8 -2 _46 4/2/2008 Page 500 Of 526 HCI Steel buildings, Inc. 2/2008 Job Not 3869 modify Customer' CLALLAM BUILDERS AND l Date 1 4/2/2008 Description' WESTPORT SHIPYARD INTERIOR De igned By' DLB 1 Checked By' V41 3869 �a vo Rigid Frame Design Warnings 4/ 208 9 02am i7 i.W I HCI STEEL BUILDING SYSTEMS INC. Page 501 Of 526 Page 502 Of 526 HCI STEEL BUILDING ,AS. INC. SHEET 251 of 263 Job No 3869 1 modify 1 Customer' CLALLAN BUILDERS AND I Date 4/2/2008 Description' WESTPORT SHIPYARD INTERIOR I Designed B DLB Checked By' V41 *38696 Rigid Frame Design Input Echo 4/ 2/08 8 50am ==s ason 1)JOBID: 3869B 2)PROGRAM OPTIONS *Frame Frame Stress Frame No Of End_Conn Splice Frame Frame Id Type Space Space Cycle It Rt Fix Option Option_Id 1 RFE 5 00 6 65 7 P P 1 00 3)ANALYSIS OPTIONS *Plate Depth Frame Column_Dep_Opt(in) Rafter_Dep_Opt(in) Web_Stiffener Opt Opt Sym Typ Min Max Typ Min Max Use Ratio Side P -Delta Y' Y N C 10 00 36 00 C 10 00 60 00 N' 0 00 Y EL 4)DESIGN CODE *Design Steel_Code Build Seismic Code Cold Hot Country Code Year Zone WS NAQS01 AISCO5 IBC 06 D 5)DESIGN CONSTANTS Strength_Factor ---Stress_Ratio- Seismic Frame Col EP BP Wind Frame SpcEP 1 03 1 03 1 03 1 03 1 0000 1 7000 1 7000 6)STEEL YIELDS Web Flg CSec W Sec R_Sec P Sec T_Sec Q Sec EP BP 50 0 55 0 55 0 50 0 50 0 35 0 46 0 36 0 55 0 55 0 7)DEFLECTION LIMITS Vertical Horizontal Weak Live Total Total Seis Crane Axis 180 0 0 0 60 0 50 0 100 0 60 0 8)REPORTS Input Design End Base Revise Action Sec Flange Segment Unbrc Floor Cable Echo Summary Plate Plate Input Stress Prop Brace Displ Len React React I Y' 4 Y Y N N Y' N' N Y. Y HCI Steel BUI)dings, Inc. 12/2008 Job No 1 3869 Customer I CLALLAM BUILDERS AND I Date 1 9/2/2008 'Description) WESTPORT SHIPYARD INFERIOR De .geed Byj DLB HCI STEEL BUILDING i Checked By! V91 SYSTEMS. INC. 9)BUILDING SHAPE No X_Coord Surf (ft) 3 0 0000 14 5000 14 5000 (10)MEMBER DEPTHS *Surf Id 1 2 3 Surf Id 1 2 3 Depth(in) Start End 10 000 10 000 10 000 10 000 10 000 10 000 (11)MEMBER SPLICES Y_Coord (ft) 14 0000 16 4167 0 0000 NO Splice Splice Splice Loc(ft) Type 0 1 0 0000 VEE 1 0 0000 VEE (12)SEGMENT PLATES *No. Surf Mem Seg Seg *Seg Id Id Id Len(ft) 3 1 1 1 0 0000 2 2 2 0 0000 3 3 3 0 0000 (14)TAPERED INTERIOR COLUMNS *Col Col Depth No Id Shape Min Max Mem Offset (in) 0 000 9 000 0 000 No Interior Depths Dep Loc(ft) Depth(in) 0 0 0 Member Part Flange Widin 5 00 5 00 5 00 (15)BASE ELEVATION /WALL OPTIONS *Base Base Frame Open Id Elev Space Height 1 0 00 6 65 0 0000 Left Column 2 0 00 6 65 0 0000 Right Column Plate_Thickness(in) Web OS_Flg IS_Flg 0 1345 0 2500 0 2500 O 1345 0 2500 0 2500 O 1345 0 2500 0 2500 (13)INTERIOR COLUMNS No Col Col Col Col Connection Rafter Unbrace_Length Col Col Col Id Typ Not Loc Bot Top Opt Major Minor Set Size 0 Start Web_Depth Web Fig OS_Flg IS_Flg Locate Start End Thick Width Thick Thick Page 503 Of 526 HCI STEEL BUILDING SYSTEMS. INC. (16)BASE DISPLACEMENT *Base Displace Id Opt Dir (in) O 0 000 (17)WALL GIRTS *Surf Girt Girt Id Type Size 1 ZF 8Z251116 3 ZF' 8Z25U16 (18)ROOF PURLINS *Surf Purl Purl Id Type Size 2 ZB 9Z35U14 SHEET 252 of 263 Girt Depth 8 00 8 00 Puri Depth 9 00 Spring (k /in 0 000 Purl Proj 0 00 (19)FLANGE BRACES Surf No. Flange_Brace At Id Brace Girt /Purlin Number 1 2 1 2 2 2 1 2 3 3 1 2 3 (20)SIDEWALL EXTENSIONS *Surf No Ext Extension_Size Id Ext Id Type Elev Width 1 0 3 0 (21)EXTENSION LOADS *Ext Dead Collat Live Snow Windl_Coeff Wind2_Coeff Long_Wind Facia_Wind Seis *Id psf psf psf psf Left Right Left Right Left Right Left Right k (22)BASIC LOADS Basic Dead Live Snow Collat Wind psf psf psf psf psf 2 50 20 00 25 00 8 00 22 41 (23)BASIC LOADS AT SAVE -Seismic- Weak Axis L Load SpcEP Wind Seis k k k k O 27 0 63 0 00 0 00 Job No 1 3869 Customer l CLALLAM SUILDERS AND Description) WESTPORT SHIPYARD INTERIOR Purl Lap O 000 NO Purl 2 I modify Date Girt Girt Bay No Proj Lap Id Girt Location(ft) 0 00 0 000 1 2 4 000 7 333 0 00 0 000 1 3 4 000 7 333 12 333 Peak Set Of Set_Space Space Space Space No 4 846 2 4 885 1 4 969 1 Facia Size Load Slope Elev Height Slope Width Deflection- LoadRatio Temperature Snow Wind Seis Change 1 00 1 00 1 00 0 0 Weak Axis R Wind Seis k k O 00 0 00 Torsion Wind Seis k k 0 00 0 00 Designed Byj DLB Checked By I V41 1 4/2/2008 -EW Brace- Wind Seis k k 0 00 0 00 Page 504 Of 526 HCI Steel Buildings Inc. 12/2008 HCI STEEL BUILDING SYSTEMS. INC. (24)WIND COEFFICIENTS Surf Wind_1 -Wind 2--- Long_Wind Surface Id Left Right Left Right 1 2 Friction 1 0 43 -0 63 0 79 -0 27 -0 65 -0 65 0 00 2 -1 15 -0 71 0 80 -0 35 1 15 -1 15 0 00 3 -0 63 0 43 -0 27 0 79 -0 65 -0 65 0 00 (25)LONGITUDINAL BRACING LOADS Job No 1 3869 1 modify I Customer I CLALLAH BUILDERS AND I Date 1 4/2/2008 Des criptionI WESTPORT SHIPYARD INTERIOR I Designed Byj DLB I I Checked BY' v41 -Wind Seismic- Horiz Vert Horiz Vert 1 16 1 27 0 49 0 54 Left Column 1 26 1 67 0 50 0 66 Right Column (26)DESIGN LOADS Strength *Load *No Id Dead Coll Live Snow 34 1 1 00 1 00 1 DO 0 00 2 1 00 1 00 1 00 0 00 3 1 00 1 00 0 00 1 00 4 1 00 1 00 0 00 1 00 5 1 00 0 00 0 00 0 00 6100000 000 000 7 1 00 1 00 0 75 0 00 8 1 00 1 00 0 75 0 00 9 1 00 1 00 0 75 0 00 10 1 00 1 00 0 75 0 00 11 1 00 1 00 0 00 0 75 12 1 00 1 00 0 00 0 75 13 1 00 1 00 0 00 0 75 14 1 00 1 00 0 00 0 75 15 0 60 0 00 0 00 0 00 16 0 60 0 00 0 00 0 00 17 0 60 0 00 0 00 0 00 18 0 60 0 00 0 00 0 00 19 0 60 0 00 0 00 0 00 20 0 60 0 00 0 00 0 00 21 0 60 0 00 0 00 0 00 22 0 60 0 00 0 00 0 00 23 1 14 1 14 0 00 0 00 24 1 14 1 14 0 00 0 00 25 1 10 1 10 0 75 0 00 26 1 10 1 10 0 75 0 00 Page 505 Of 526 Load Coefficients Wind_1- Wind_2- Long_Wind Seismic Aux_Load Lt Rt Lt Rt 1 2 Long Tran Id Coeff 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 O 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 O 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 O 00 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 0 00 0 00 0 00 0 00 0 75 0 00 0 00 0 00 0 00 0 0 00 O 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 000 075 000 000 000 000 000 000 0 000 0 00 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 0 00 O 00 0 00 0 00 0 75 0 00 0 00 0 00 0 00 0 0 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 OD 0 0 00 O 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 0 00 0 00 1 00 0 00 0 00 0 00 0 00 0 00 0 0 00 0 00 0 00 0 00 1 00 0 00 0 00 0 00 0 00 0 0 00 0 00 0 00 0 00 0 00 1 00 0 00 0 00 0 00 0 0 00 O 00 0 00 0 00 0 00 1 00 0 00 0 00 0 00 0 0 00 O 00 0 00 0 00 0 00 0 00 1 00 0 00 0 00 0 0 00 O 00 0 00 0 00 0 00 0 00 1 00 0 00 0 00 0 0 00 O 00 0 00 0 00 0 00 0 00 0 00 0 00 0 70 0 0 00 O 00 0 00 0 00 0 00 0 00 0 00 0 00 -0 70 0 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 52 0 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 -0 52 0 0 00 HCI STEEL BUILDING SYSTEMS. INC. 27110110 28 1 10 1 10 29046000 30046000 31114 114 32110110 33110110 34 0 46 0 00 SHEET 253 of 263 (27)DESIGN LOADS Deflection *Load *No Id Dead Coll Live Sno 14 35 1 00 1 00 1 00 0 0 36 1 00 1 00 1 00 0 0 37 1 00 1 00 0 00 1 0 38 1 00 1 00 0 00 1 0 39 1 00 0 00 0 00 0 0 40100000 000 00 41 0 00 0 00 0 00 0 0 42000000 000 00 43 0 00 0 00 0 00 0 0 44 0 00 0 00 0 00 0 0 45 0 00 0 00 0 00 0 0 460000 00 000 00 47 1 00 1 00 0 00 0 0 48 1 00 1 00 0 00 0 0 (28)DESIGN LOADS Special *Load *No Id Dead Coll Live SO 6 49 1 39 1 39 0 00 0 2 50 1 39 1 39 0 00 0 2 51 0 71 0 00 0 00 0 0 52 0 71 0 00 0 00 0 0 53 1 39 1 39 0 00 0 2 54 0 71 0 00 0 00 0 0 (29)AUXILARY LOADS *No Aux Aux *Aux Id Name Job No 1 3869 I modify Customer I CLALLAN BUILDERS AND I Date 1 4/2/2008 Description1 WESTPORT SHIPYARD INTERIOR Designed Byi DLB I Checked By V41 0 00 0 75 0 OD 0 00 0 00 0 00 0 00 0 00 0 OD 0 52 0 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 -0 52 0 O 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 OD 0 70 0 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 -0 70 0 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 70 0 00 0 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 52 0 00 0 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 52 0 00 0 O 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 70 0 00 0 Load Coefficients Wind_1- -Wind 2- Long_Wind w Lt Rt Lt Rt 1 2 O 0 00 0 00 0 00 0 00 0 00 0 00 O 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 0 00 0 00 0 00 0 00 0 00 O 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 0 00 0 00 0 00 0 00 0 00 O 0 70 0 00 0 00 0 00 0 00 0 00 0 0 00 0 70 0 00 0 00 0 00 0 00 O 0 00 0 00 0 70 0 00 0 00 0 00 0 0 00 0 00 0 00 0 70 0 00 0 00 O 0 00 0 00 0 00 0 00 0 70 0 00 O 0 00 0 00 0 00 0 00 -0 70 0 00 O 0 00 0 00 0 00 0 00 0 00 0 00 O 0 00 0 00 0 00 0 00 0 00 0 00 Load Coefficients Wind_i Wind_2- Long_Wind ow Lt At Lt Rt 1 2 O 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 0 00 0 00 0 00 0 00 0 00 O 0 00 0 00 0 00 0 00 0 00 0 00 O 0 00 0 00 0 00 0 00 0 00 0 00 O 0 00 0 00 0 00 0 00 0 00 0 00 O 0 00 0 00 0 00 0 00 0 00 0 00 No Add Add_COmb Loads Id Coeff Page 506 Of 526 O 00 0 00 0 00 O 00 0 00 0 00 0 00 O 00 Seismic Aux_Load Long Tran Id Coeff O 00 0 00 0 0 00 O 00 0 00 0 0 00 O 00 0 00 0 0 00 O 00 0 00 0 0 00 O 00 0 00 0 0 00 O 00 0 00 0 0.00 O 00 0 00 0 0 00 O 00 0 00 0 0 00 O 00 0 00 0 0 00 O 00 0 00 0 0 00 0 00 0 00 0 0 00 0 00 0 00 0 0 00 0 00 0 70 0 0 00 O 00 -0 70 0 0 On Seismic- Aux Long Tran Id Coeff O 00 1 00 0 0 00 0 00 -1 00 0 0 00 O 00 1 00 0 0 00 0 00 1 00 0 0 00 1 00 0 00 0 0 00 1 00 0 00 0 0 00 HCI Steel Buildings, Inc. 4/2/2008 Job No l 3869 l modify 1 I Customer I CLALLAM BUILDERS MD I Date 1 4/2/2008DLB H -s Description' WESTPORT SHIPYARD INTERIOR De**gned By+ HCI STEEL BUILDING HCI STEEL BUILDING SYSTEMS, INC. I Checked By l V41 SYSTEMS, INC. 1 1 'SNOWDRIFT 1 1 1 00 *(38)JACK BEAMS No Beam Beam Beam Beam (30)ADDITIONAL LOADS *Beam Id Offset Height Length Part *No Add Surf Basic Load Fx Fy Mom Dx Dy Conc 0 *Add Id Id Type Type 81 82 Co 1011 012 Dist 1 1 2 D -0 480 -0 480 0 17 0 000 14 700 Code file used was RE_IBC 06 Version 3 0 (31)FLOOR BEAMS Bay No Beam Beam Con_Type Con_Loc Beam Properties Id Beam Id Ht Lt Rt Lt Rt Area Ixx 1 0 (32)CABLES Bay No Cable Cable Cable Cable Id Cable Id Level Type Area 1 0 (34)FRAME LINES No *Line Frame_Line_Id 1 1 Page 507 Of 526 Page 508 0E526 (33)CRANE BRACKET STRUCTURAL CODE *Crane BayTd Crane Crane Beam Offset Bracket Col_SUp Design Basis WS *No Id Lt Rt Type Height Depth Width Left Right Type Opt Select Lt Rt Hot Rolled Steel AISCO5 0 Cold Formed Steel NAUS01 (35)DESIGN PLATES MODULUS OF ELASTICITY *No Plate Plate_Size- Bolt Bolt Top Bottom Hot Rolled Steel 29000 (ksi *PLt Type Id Width Thick Dia Gage Row Space Row Space Cold Formed Steel 29500 (ksi 0 (36)SPECIAL FAB DATA No Piece Piece 3869B Base Plate and Anchor Bolt Design 4/ 2/08 8 53am *Piece Id Key m 0 BASE PLATE S BOLT SIZE (37)ENDWALL COLUMNS *Wall Expand_EW No Column Column Id Use Offset Column Locate Offset Column_Base Plate_Size(in) BOlts(A307 1 Y 15 500 0 Loc Typ Depth Width Length Thick Row Diam Gage 3 N 4 000 0 SHEET 254 of 263 Job No 1 3869 1 modify 1 Customer) CLALLAM BUILDERS AND I Date 1 4/2/2008 I Description) WESTPORT SHIPYARD INTERIOR I Designed 13y1 DLB 1111 l l Checked BY' V41 *DS_RFDEP Siz *Surface Span Required- Selected Id Id Type Span Type Span @Depth #Splice 1 1 WC 14 0 No record selected 2 1 SC 14 5 S 20 0 0 0 3 1 WC 16 4 No record selected 3869B Rigid Frame Design Code 4/ 2/08 8 53am BUILDING CODE Wind Code IBC Year 06 Seismic Zone D Left P 10 5 6 0 10 50 0 500 2 0 750 3 00 HCI Steel Buildings Inc. 12/2008 Job No 1 3869 I modify I Customer I CLALLAM BUILDERS AND I Date 1 4/2/2008 Description) WESTPORT SHIPYARD INTERIOR I Designed 8yI DLB HCI STEEL BUILDING SYSTEMS. INC. I I Checked ByI V41 38698 Base Plate and Anchor Bolt Design 4/ 2/08 8 53am Right P 10 5 6 0 10 50 0 500 2 0 750 3 00 BASE REACTIONS Column Max_Comp- -Max Tens- Max_Shear Weak_Axis Loc. Ld Fy(k Ld Fy(k Ld Fx(k Tens Moment Left 4 5 4 19 -2 1 16 1 4 0 0 0 0 Right 4 5 8 19 -2 9 18 1 5 0 0 0 0 WELDS Outside_Flange_TO_Base Inside_Flange_To_Base Web_TO_Base Base Shear(k/in Shear(k/in Shear(k/in 38696 A Bolted- End -Plate Design 4/ 6 8 2/08 53am Splice Member Web Splice(in) Ten Load(k f -k Bolts(A325 Id Typ Loc Depth Width Thick Loc Id Axl Shr Mom Row Diam Space Gage 1 VEE 1 2 10 00 6 0 0 375 Top 18 1 1 11 2 0 750 4 00 3 00 Bot 15 0 2 8 2 0 750 4 00 3 00 2 VEE 2- 3 10 00 6 0 0 375 Top 49b 0 2 9 2 0 750 4 00 3 00 Bot 16 0 2 10 2 0 750 4 00 3 00 b)Loads shown are full loads Design results are adjusted for seismic strength factor (1 275) Unity_Check Splice Thick Dia_Required EP Bolt Bolt Id Typ Req Top Bot Bend Top Bot Page 509 Of 526 Page 510 Of 526 SHEET 255 of 263 Job No 1 3869 I modify I I Customer I CLALLAM BUILDERS AND I Date 1 4/2/2008 Description) WESTPORT SHIPYARD INTERIOR I Designed Sy1 010 HCI STEEL BUILDING S 1 I Ch ecked Hy I YSTEMS, INC. V41 3869B Bolted- End -Plate Design 1 VEE 0 24 0 345 0 293 0 41 0 21 0 15 2 VEE 0 23 0 273 0 327 0 37 0 13 0 19 WELDS Outside_Flange_TO_Bep Inside_Flange_TO_Bep Web_To_Bep Splice Shear(k /in Shear(k/in Shear(k/in Id Side Size Typ Calc Rn /sf Size Typ Calc Rn /sf Size Typ Calc Rn /sf 1 L 0 188 F2 1 11 2 78 0 188 F2 0 80 2 78 0 188 F2 0 10 2 78 1 R 0 188 F2 1 11 2 78 0 188 F2 0 80 2 78 0 188 F2 0 10 2 78 2 L 0 188 F2 0 69 2 78 0 188 F2 0 99 2 78 0 188 F2 0 11 2 78 2 R 0 188 F2 0 69 2 78 0 168 F2 0 99 2 78 0 188 F2 0 11 2 78 Id Size Typ Calc Rn /sf Size Typ Calc Rn /sf Size Typ Calc Rn /sf ====W= 3869B Stiffener Report 4/ 2/08 8 53am Left 0 188 F1 0 21 2 78 0 188 F1 0 21 2 78 0 188 F2 0 07 2 78 Right 0 188 91 0 29 2 78 0 188 91 0 29 2 78 0 188 F2 0 08 2 78 Stiffener Yield 50 0 (ksi STIFFENER SIZE Stiffener Web(in) Stiffener_Size(in) Location No Depth Thick Width Thick Length Left Col 1 10 00 0 134 2 50 0 250 10 00 Right Col 1 10 00 0 134 2 50 0 250 10 00 STIFFENER DESIGN Stiffener Tension(k Compression(k Max Location Load Calc Pn /sf Load Calc Pn /sf UC Left Col 15 8 1 37 4 18 11 3 51 0 0 22 Right Col 16 9 8 37 4 4 10 0 51 0 0 26 4/ 2/08 8 53am HCI Steel buildings, Inc. /2/2008 1 Job No 1 3869 I modify I Customer' CLALLAN BUILDERS AND I Date 1 4/2/2008 Description' WESTPORT SHIPYARD INTERIOR Designed -'I DLB SYSTEMS. INC. MCI STEEL BUILDING I 1 Checked Etyl V41 38 698 =a =L Stiffener Report WELDS Stiff_To_Flg /EP Stiff To Web- Stiffener Shear(k /in Shear(k/in Location Size Typ Calc Rn /sf Size Typ Calc Rn /sf Left Col 0 188 F2 0 81 2 78 0 188 F1 0 57 2 78 Right Col 0 188 F2 0 98 2 78 0 188 F1 0 50 2 78 Flange Brace Yield= 50 0 ksi Girt /Purlin Yield= 55 0 ksi Flange Brace Bolt 0 500 (A325 (2 Washers) 4/ 2/08 8 53am 3869B x Weld Report Web To Flange 4/ 2/08 8 53am Page 511 Of 526 Page 512 Of 526 HCI STEEL BUILDING r.IS. INC. 3869B FLANGE PLATE (a) Lt Col Rt Col Surf No Web Brace Calc Brace_DC Conn WEB DESIGN Id Brace Loc Side Part Depth Dist Force Comp Tens UC Locate H Av Kv Cv 1 0 2 2 1 1 L2x 075 10 00 22 50 0 19 0 09 0 07 0 07 Lt Col 10 00 9 30 10 78 1 00 2 1 L2x 075 10 00 22 50 0 16 0 08 0 06 0 06 Rt Col 10 00 10 97 9 15 1 00 3 0 SHEET 256 of 263 (a) DS_BOILD(frame37) =4 (b)DS BUILD(£rame36) =3 1 Job No 1 3869 I modify I Customer! CLALLAM BUILDERS AND I Date 1 4/2/2008 Description' WESTPORT SHIPYARD INTERIOR I De igned Byj DLB Initial Required Width Thick Width Thick Locate (in) (in) (in) (in) 5 0 0 250 5 0 0 250 5 0 0 250 5 0 0 250 1 I Checked By I V41 Special Segment Report 4/ 2/08 8 53am WEB WEB PLATE (b) 38698 Flange Brace Report 4/ 2/08 8 53am =e Initial Required -Load Shear Web Shear Shear Web Shear Shear Axial Moment Force Thick Calc Allow Thick Calc Allow Locate Id (k (f -k (k (in) (ksi (ksi (in) (ksi (ksi Lt Col 18 0 8 10 8 12 6 0 134 9 35 17 96 0 134 9 35 17 96 Rt Col 4 -0 3 5 6 6 9 0 134 5 11 17 96 0 134 5 11 17 96 see help see help c Calc_Max_Weld_Shear Weld_Provided 3869B Design Summary Report Member Segment Section Load Shear Size Rn /sf No °==m= Id Id Id Id (k /in (in) (k /in Type Side FRAME. 1 1 1 16 0 12 0 188 2 78 F 1 Id l 2 2 9 4 0 40 0 188 2 78 F 1 Type RF 3 3 13 18 0 12 0 188 2 78 F 1 Line Id= 1 4/ 2/08 8 53am HCI Steel Buildings Inc. 112/2008 Job No 1 3869 I modify I Job No 1 3869 1 modify 1 Customer I DT.AT.LA1I BUILDERS AND I Date 1 4/2/2008 _L •I Customer I I CLALLAM BUILDERS AND Date 1 9/2/2008 Description WESTPORT SHIPYARD INTERIOR I Design B y l DLB I Description! WESTPORT SHIPYARD INTERIOR I Designed _'1 OLB Checked By I V41 STEEL N BUILDING 1 Checked By V41 38690 Design Summar Report 4/ 2/08 8 53am 38698 Design Summary Report 4/ 2/08 8 53am 3 0 17 1 91 0 00 0 00 -0 17 2 07 0 00 0 00 4 0 52 5 38 0 00 0 00 -0 50 5 76 0 00 0 00 5 0 02 0 37 0 00 0 00 -0 02 0 42 0 00 0 00 Mem Segl Flange IWeb_Depthl Plate_Thickness 1 Max_UCV 1 Max_UCO 1 Max UCI 6 0 02 0 37 0 00 0 00 -0 02 0 42 0 00 0 00 Id Id 1 Len WidlStrt End/ Web 0 -flg I- flglld Ld Ucv(Id Ld UcolId Ld Uci 7 -0 69 -0 17 0 00 0 00 -0 83 1 33 0 00 0 00 8 1 18 2 09 0 00 0 00 0 78 -0 22 0 00 0 00 1 1 13 2 5 0 10 0 10 0 0 134 0 250 0 250 1 16 0 07 4 18 0 26 4 18 0 25 9 -0 91 0 11 0 00 0 00 -0 60 1 61 0 00 0 00 2 2 13 7 5 0 10 0 10 0 0 134 0 250 0 250 9 4 0 24 5 18 0 26 5 18 0 25 10 0 96 2 38 0 00 0 00 1 01 0 07 0 00 0 00 3 3 15 6 5 0 10 0 10 0 0 134 0 250 0 250 13 18 0 07 10 16 0 17 10 16 0 28 11 -0 67 0 00 0 00 0 00 -0 85 1 52 0 00 0 00 12 1 20 2 26 0 00 0 00 0 77 -0 03 0 00 0 00 No Cycles For Plate optimization= 6 13 -0 90 0 28 0 00 0 00 -0 62 1 80 0 00 0 00 14 0 98 2 56 0 00 0 00 0 99 0 26 0 00 0 00 15 -1 08 -1 93 0 00 0 00 -0 95 -0 08 0 00 0 00 16 1 42 1 04 0 00 0 00 1 20 2 10 0 00 0 00 17 1 37 -1 56 0 00 0 00 -0 65 0 30 0 00 0 00 18 1 12 1 44 0 00 0 00 1 50 -1 72 0 00 0 00 19 0 60 -2 09 1 16 0 00 -0 42 2 86 1 26 0 00 20 0 60 0 45 0 00 0 00 -0 42 0 48 0 00 0 00 21 0 60 -2 09 1 16 0 00 -0 42 2 B6 1 26 0 00 22 0 60 0 45 0 00 0 00 42 0 48 0 00 0 00 23 -0 15 0 47 0 00 0 00 -0 22 1 33 0 00 0 00 Member 1 2 3 24 0 28 1 25 0 00 0 00 0 10 0 54 0 00 0 00 25 -0 03 1 24 0 00 0 00 -0 25 1 94 0 00 0 00 Weight (lb) 173 170 205 26 0 29 1 82 0 00 0 00 -0 01 1 35 0 00 0 00 27 -0 01 1 41 0 00 0 00 -0 27 2 12 0 00 0 00 Total Weight (lb) 28 0 31 2 00 0 00 0 00 -0 03 1 54 0 00 0 00 Frame Members 547 29 -0 21 -0 22 0 00 0 00 -0 17 0 58 0 00 0 00 Interior Col 0 30 0 23 0 56 0 00 0 00 0 15 -0 20 0 00 0 00 Conn Plates 43 31 0 07 0 48 0 34 0 00 -0 07 0 47 0 35 0 00 Base Plates 18 32 0 13 1 25 0 25 0 00 -0 13 1 30 0 26 0 00 Trans Stiff 0 33 0 15 1 43 0 25 0 00 -0 15 1 49 0 26 0 00 34 0 01 -0 21 0 34 0 00 -0 01 -0 27 0 35 0 00 HCI STEEL BUILDING SYSTEMS. INC. MEMBERS LOAD COMBINATIONS 4 DL +CL +SL +AUX1 16 0 6001 +001 18 0 6001 +002 WEIGHTS 608 Page 513 Of 526 Page 514 Of 526 DEFLECTIONS (in) REACTIONS (Sidewall Columns) Lateral Defl Load Left Column Right_Column Load Top Of Col Vert Defl Id Fx(k Fy(k Fz(k M(f -k Fx(k Fy(k.) Fz(k M(f -k Id Left Right Midspan 1 0 15 1 68 0 00 0 00 -0 15 1 82 0 00 0 00 35 0 02 0 02 -0 04 2 0 15 1 68 0 00 0 00 -0 15 1 82 0 00 0 00 36 0 02 0 02 -0 04 SHEET 257 of 263 1 HCI Steel Buildings, Inc /2/2008 Job No 138fi9 modify 1 Job er I CLAL I modify 1: Customer CLALLAM BUILDERS AND Date 1 4/2/2000 Customer I CLALLAM BUILDERS AND I Date 1 4/2/2000 Description) WESTPOAT SHIPYARD INTERIOR I Designed HyI DLB Description) WESTPORT SHIPYARD INTERIOR Designed Syl DLB G SYSTEMS. STEEL 1 I Checked By v41 1 Checked ey I V91 ==F— =mow= 38698 Design Summary Report 4/ 2/08 8 53am 3869B Design Summary Report 37 0 03 0 03 -0 05 P 4/ 2/08 8 53am Y DELTA CHECK. (Effective Length) 38 0 03 0 03 -0 05 00 0 00 -0 01 39 0 40 0 00 0 00 -0 01 Max 41 0 35 0 35 0 02 43 0 37 0 37 0 02 Deflect 42 -0 57 -0 57 0 03 Ratio 44 -0 56 -0 56 0 03 Left Column 0 0478 45 -0 09 -0 09 0 01 Right Column 0 0483 HCI STEEL BUILDIN SYSTEMS, INC. 46 -0 09 -0 09 0 01 47 0 18 0 18 -0 02 48 -0 17 -0 17 -0 01 DEFLECTIONS RATIO Lateral Defl Load Top Of Col Vert Defl Id Left Right Midspan MAX DEFLECTION Type Deflect Span /Deflect Limit Page 515 Of 526 1 1 1 Max first order drift (in) 0 82 Max second order drift (in) 0 81 Ratio second /first 1 00 3869B ._s Flange Hole Check 4/ 2/08 8 53am OUTSIDE FLANGE CHECK. 35 6780 8055 4337 36 6780 8055 4337 37 5867 6970 3759 Eff Net/ 38 5867 6970 3759 Surf Mem Seg Sec Girt/ Flange- Hole Gross Max_UC 39 63848 75756 32007 Id Id Id Id Purlin Width Thick Dia Limit Load OC 40 63848 75756 32007 41 452 533 10967 2 2 2 6 1 5 000 0 250 0 625 0 955 16 0 14 42 278 328 5339 2 2 2 8 2 5 000 0 250 0 625 0 955 17 0 08 43 434 512 10695 44 285 336 5437 45 1758 2098 13809 =g— 46 1754 2095 15569 3869B Rigid Frame Clearances 4/ 2/08 8 53am 47 862 1018 8304 48 934 1102 12207 VERTICAL CLEARANCE Live Vertical -0 03 5658 180 Horizontal Drift -0 57 279 60 Left Col Right_Col Midspan SHEET 258 of 263 Location Span X_Coord Y_Coord 12 06 -00" 10 -08" 12 06 -00' 14 07 -08 13 07 -08" 14 07 -08 Page 516 Of 526 HCI Steel Buildings, Inc 12/2008 I Job No I Customer) CLALLAM BUILDERS AND 1 Description) CLSL WESTPORT SHIPYARD INTERIOR NCI STEEL BUILDING MS, INC. 3869B Rigid Frame Clearances 4/ 2/08 8 53am HORIZONTAL CLEARANCE Location Left_Col Right Col 12 09 -00' 10 -08' 13 07 -08' 38690 Span X Coordl X Coord2 Rigid Frame Design Warnings emu No Warnings modify Date 1 4/2/2008 Designed Byl DLB Checked BY I V41 HCI STEEL BUILDING SYSTEMS, INC. 1 l Checked Byl V41 3869 va r Component Design Input 4/ 1/08 4 58pm mmmmmmm= �mmaammemmmmm 4/ 2/08 8 53am Page 517 Of 526 Page 518 Of 526 1)JOBID• 3869 SHEET 259 of 263 Job No' 3869 l modify l Customer I CLALLAM BUILDERS AND I Date 1 9/2/2008 I Description' WESTPORT SHIPYARD INTERIOR I Designed Byl DLB 2)DESIGN CODE *Design Steel_Code Build Seismic Code Cold Hot Country Code Year Zone WS NAUS01 AISCO5 IBC 06 D 3)DESIGN CONSTANTS Steel_Yield(ksi Stress_Ratio Strength_Factor Web Flg C W Sec R Sec U Sec EP Ev Ext Canopy Facia Wind Seismic 50 0 55 0 55 0 55 0 50 0 50 0 55 0 1 03 1 03 1 03 1 0000 1 0000 4)DEFLECTION LIMITS -Ev Ext Canopy Facia_Beam Facia Live Wind Total Live Wind Total Live Wind Total Arm 90 0 90 0 90 0 90 0 90 0 90 0 90 0 90 0 90 0 90 0 5)REPORTS Input Ext End Flange Echo Beam Plate Brace Future Future I Y. Y Y' 6)BUILDING TYPE Build Build Build L EW Offset -R_EW Offset Type Width Length Exp Offset Project Exp Offset Project FF- 100 00 85 00 Y 15 50 0 00 Y 15 50 0 00 7)SURFACE SHAPE No X_Coord Y_Coord Offset Surf (ft) (ft) (in) 4 0 0000 14 0000 8 000 50 0000 22 3333 9 000 100 0000 14 0000 9 000 100 0000 0 0000 8 000 8)BAY SPACING *Wall Offset(in) Sets_Of Bay No Id Left Right Bays Width Bays 1 8 000 8 000 1 20 0000 5 HCI Steel Buildings Inc. 12/2008 I Job No l 3869 Customer I CLALLAM BUILDERS AND Deseraption1 NESTPORT SHIPYARD INTERIOR HCI STEEL BUILDING i SYSTEMS, INC. 2 15 500 15 500 1 21 2500 4 3 8 000 8 000 1 20 0000 5 4 15 500 15 500 1 21 2500 4 5 15 500 15 500 1 21 2500 4 9)WALL COLUMNS Wall No Col Column Column Column Column Id Col Id Size Rotate Option Height 1 6 1 R 0 0000 2 'W8x10 N' 15 2780 3 'W10x12 N' 18 4129 4 'W10x12 N 18 4129 5 'W8x10 N 15 2780 6 R 0 0000 2 0 3 6 1 R 0 0000 2 W8x10 N 15 2822 3 'W10x12 N' 18 4541 4 0 modify i Data 1 4/2/2008 Designed ByI DLB Checked By I V41 Page 519 Of 526 Page 520 Of 526 C I Job No 1 3869 CU Job 11 1 C LALLAM BUIL AND Description 1 WESTPORT SHIPY INTERIOR HCI STEEL BUILDING i SYSTEMS. INC. 2 '0' 'ZB' 1 000 10 1 4 969 10 3 0' ZB 1 000 10 1 4 969 10 (13)SPECIAL GIRT Wall Sets_Of Bay_Id Girt Girt Id Girts Start End Height Type 1 0 2 0 3 0 4 0 2 0 4 0 SHEET 260 of 263 modify I Date 1 1/2/2008 Designed BA DLB 1 Checked BY l V41 (14)EAVE EXTENSIONS LOCATION Location Extension_Size Edge_Extend *Wall No Ext Bay Bay Height Exten Slope Left Right Ext Id Ext Id Start End (ft) (ft) 12 (ft) (ft) Mount 4 W10x12 N 18 4541 (15)EAVE EXTENSIONS BEAM DESIGN 5 'W8x10 N 15 2822 Member 6 R 0 0000 Ext Frame Type Shape Load Depth(in) Splice Use Id Line Size (RWT) (CTH) Width Set Min Max Type Bracket (10)WALL RAFTERS (16)EAVE EXTENSIONS PURLINS Wall No Raf Surf Rafter Rafter Rafter Ext Purlin Eave Flange Id Raf Id Id Size Rotate Option Id Type Row Peak Space Size Type Brace 1 2 1 2 2 3 (17)CANOPIES LOCATION 2 0 Location Extension Size Edge_Extend 3 2 1 2 *Wall No Ext Bay Bay Height Exten Slope Left Right Ext 2 3 Id Ext Id Start End (ft) (ft) 12 (ft) (ft) Mount 4 0 1 0 2 0 (11)SIDEWALL FRAMES 3 0 No Line F_SW_Flange Roof Wall 8_SW_Flange Roof Wall 4 1 1 1 2 14 000 2 000 12 000 0 0000 0 3333 B *Lines Id Width Thick Splice Clear Clear Width Thick Splice Clear Clear 5 1 8 00 0 375 P 37 107 76 000 8 00 0 375 P 37 107 76 000 (18)CANOPIES BEAM DESIGN 2 6 00 0 250 P 40 343 76 000 6 00 0 250 P 40 343 76 000 Member 3 6 00 0 250 P 40 343 76 000 6 00 0 250 P 40 343 76 000 Ext Frame Type Shape Load Depth(in) Splice Use 4 6 00 0 250 P 40 343 76 000 6 00 0 250 P' 40 343 76 000 Id Line Size (RWT) (CTH) Width Set Min Max Type Bracket 5 6 00 0 250 81` 32 205 76 000 6 00 0 250 P' 32 205 76 000 1 1 R C 10 6250 N' 0 000 0 000 FE Y 1 2 R C 21 2500 N 0 000 0 000 FE Y (12)EAVE STRUTS ROOF PURLINS 1 3 R C 10 9583 N' 0 000 0 000 FE Y Surf Eave Purl Peak Purl Set_Of Set_Space- Id Mount Type Space Rows Space Space No. (19)CANOPIES PURLINS HCI Steel b..11dings, Inc. ./2/2008 HCI STEEL BUILDING SYSTEMS. INC. Ext Id 1 Ty pe Row ZB 1 (20)FACIA /PARAPET• LOCATION Location *Wall No Ext Facia Bay Bay Id Ext Id Type Start End 1 0 2 0 3 0 4 0 (21)FACIA /PARAPET SIZE Extension Size- Ext Height Width Slope Id (ft) (ft) 12 (22)FACIA /PARAPET Ext Frame Id Line Size (23)FACIA /PARAPET Ext Frame Id Line Size (24)FACIA /PARAPET Ext Id Type Row (25)FACIA /PARAPET Ext Top Bot Id Type Type (26)BASIC LOADS *Ext Dead Collat Live *Id Load Load Load 1 2 5 8 0 20 0 Job No 1 3869 Customer i CLALLAM BUILDERS AND Description) WESTPORT SHIPYARD INTERIOR Purlin-- Peak Space 0 500 0 000 ATTACH BEAM DESIGN Member ARM BEAM DESIGN Member Type (RWT) PURLINS ON ARM Interior Gutter Type Row Girt Size 8125016 Edge_Extend Left Right (ft) (ft) Vertical Arm Size--- Elev Height Slope Arm Panel Project (ft) (ft) 12 Orn Orn (in) Type Shape Load (RWT) (CTH) Width Load Width Eave Type EO' Ext Mount Flange Brace N l modify I 1 Date 1 4/2/2008 De igned Byl DLB I Checked By I V41 Depth(in) Splice Use Set Min Max Type Bracket Depth(in) Splice Set Min Max Type PURLINS ON ATTACHMENT BEAM Top_Purlin Bottom Purlin Peak Space Size Brace Type Row Peak Eave Space Type (27)DESIGN LOADS No Load Attach_Beam Facia /Parapet_Arm Load Id Dead Collat Live Snow Press Suct Press Suct Page 521 Of 526 Deflection Wind Snow Basic Load_Ratio Load Attach_Beam Facia /Parapet Arm Load Wind Snow Wind Factor Press Suct Press Suct 60 0 22 4100 100 100 00 -493 00 00 Sob No 1 3869 modify 1:1 1 Customer I CLALLAM BUILDERS AND Date 1 9/2/2008 �Denicription WESTPORT SHIPYARD INTERIOR I Designed BA DLB HCI S I cuL BUILDING SYSTEMS. INC. l I Checked By I V91 6 1 1 00 1 00 1 00 0 00 0 00 0 00 0 00 0 00 2 1 00 1 00 0 00 1 00 0 00 0 00 0 00 0 00 3 1 00 1 00 0 75 0 00 0 75 0 00 0 00 0 75 4 1 00 1 00 0 00 0 75 0 75 0 00 0 00 0 75 5 0 60 0 00 0 00 0 00 1 00 0 00 0 00 1 00 6 0 60 0 00 0 00 0 00 0 00 1 00 1 00 0 00 SHEET 261 of 263 (28)DESIGN LOADS Deflection No Load Attach_Beam Facia /Parapet Arm Load Id Dead Collat Live Snow Press Suct Press Suct 6 7 1 00 1 00 1 00 0 00 0 00 0 00 0 00 0 00 8 0 00 0 00 1 00 0 00 0 00 0 00 0 00 0 00 9 1 00 1 00 0 00 1 00 0 00 0 00 0 00 0 00 10 0 00 0 00 0 00 1 00 0 00 0 00 0 00 0 00 11 0 00 0 00 0 00 0 00 0 00 0 70 0 70 0 00 12 0 00 0 00 0 00 0 00 0 70 0 00 0 00 0 70 3869 Extension Design Code 4/ 2/08 9 02am 3869 STRUCTURAL CODE Design Basis WS Hot Rolled Steel AISCO5 Cold Formed Steel NAUSO1 BUILDING CODE Wind Code IBC Year 06 Seismic Zone D MODULUS OF ELASTICITY Hot Rolled Steel 29000 (ksi Cold Rolled Steel 29500 (ksi EXTENSION LOCATION 6 SIZE CANOPY 1 4/ 2/08 9 02am Page 522 Of 526 HCI Steel buildings, Inc. 4/2/2008 Page 523 Of 526 l l 1 3869 I modify I I Job No' 3869 modify Job No Customer CLALLAM BUILDERS AND I Date 1 9/2/2008 Customer' CLALLAM BUILDERS AND I Date 1 9/2/2008 Description WESTPORT SHIPYARD INTERIOR De igned Byl DLB IDescriptionI WESTPORT SHIPYARD INTERIOR :Led Bye DLB HCI STEEL BUILDING i l Checked HCI ST LDn4G Checic� SYSTEMS, INC. H i V41 a l l BY l V41 3869 CANOPY 1 Wall Bay_Id Id Start End Height Width Slope 4 1 2 14 000 2 000 12 000 BEAM DESIGN UNBRACED LENGTH Major- 2 00 Minor(Top)= 1 41, Minor(Bot)= 2 00 Cb= 1 00 DEFLECTION 4/ 2/08 9 02am 3869 eII CANOPY 1 10 0 00 0 27 0 02 11 0 01 0 27 0 02 12 0 00 0 27 0 00 SPLICE Splice Plate(in) Tens Load(k f k -Bolt (A325 Beam At Col Line 1 Type Width Thick Loc Id Shr Mom Row Diem Space Gage Load Width 10 63 Member Selected W8x10 FE 6 0 0 375 Top 2 1 2 1 0 750 4 00 3 00 Member Length 2 83 Bot 6 1 -2 2 0 750 4 00 3 00 BEAM DESIGN DESIGN ACTIONS Beam At Col Line 2 Load Shear(k Moment(f -k Mom +Shr Mom +Axl Load Width 21 25 Id Calc Vn /sf UC Calc Mn /sf OC UC UC Member Selected W8x10 Member Length 2 83 1 0 55 26 83 0 02 0 78 19 49 0 04 0 00 0 04 21 18 0 04 0 00 0 04 UNBRACED LENGTH 2 1 15 26 83 0 04 1 63 19 49 0 08 0 00 0 08 21 18 0 (Ni 0 00 0 08 Major= 2 00 Minor(Top)- 1 41 Minor(Bot)= 2 00 Cb= 1 00 3 0 48 26 83 0 02 0 67 19 49 0 03 0 00 0 03 21 18 0 03 0 00 0 03 DESIGN ACTIONS 4 0 93 26 83 0 03 1 31 19 49 0 07 0 00 0 07 21 18 0 06 0 00 0 06 Load Shear(k Moment(f k Mom +Shr Mom +Axl 5 0 06 26 83 0 00 0 09 19 49 0 00 0 00 0 00 Id Calc Vn /sf UC Calc Mn /sf UC UC UC 2118000 000 000 6 -1 42 26 83 0 05 -2 01 21 18 0 09 0 00 0 09 1 1 08 26 83 0 04 1 52 19 49 0 08 0 00 0 08 19 49 0 10 0 00 0 10 21 18 0 07 0 00 0 07 2 2 28 26 83 0 08 3 22 19 49 0 17 0 00 0 17 21 18 0 15 0 00 0 15 3 0 93 26 83 0 03 1 31 19 49 0 07 0 00 0 07 Load Deflection(in) 21 18 0 06 0 00 0 06 Id Calc Allow UC 4 1 83 26 83 0 07 2 58 19 49 0 13 0 00 0 13 21 18 0 12 0 00 0 12 7 0 00 0 27 0 01 5 0 09 26 83 0 00 0 13 19 49 0 01 0 00 0 01 8 0 00 0 27 0 01 21 18 0 01 0 00 0 01 9 -0 01 0 27 0 02 6 -2 87 26 83 0 11 -4 06 21 18 0 19 0 00 0 19 SHEET 262 of 263 II 4/ 2/08 9 02am Page 524 Of 526 HCI Steel buildings, Inc. Jab No 1 3869 I Customer I CLALLAM BUILDERS AND Description[ WESTPORT SHIPYARD INTERIOR I I 3869 CANOPY 1 4/ 2/08 9 02am 3869 CANOPY 1 4/ 2/08 9 02am 19 49 0 21 0 00 0 21 21 18 0 04 0 00 0 04 2 1 19 26 83 0 04 1 68 19 49 0 09 0 00 0 09 21 18 0 O8 0 00 0 08 3 0 49 26 83 0 02 0 69 19 49 0 04 0 00 0 04 21 18 0 03 0 00 0 03 4 0 96 26 83 0 04 1 35 19 49 0 07 0 00 0 07 21 18 0 06 0 00 0 06 5 0 06 26 83 0 00 0 09 19 49 0 00 0 00 0 00 21 18 0 00 0 00 0 00 6 -1 47 26 83 0 05 -2 07 21 18 0 10 0 00 0 10 19 49 0 11 0 00 0 11 HCI STEEL BUILDING SYSTEMS, INC. DEFLECTION Load Deflection(in) Id Calc Allow UC 7 -0 01 0 27 0 02 8 0 00 0 27 0 01 9 -0 01 0 27 0 05 10 -0 01 0 27 0 04 11 0 01 0 27 0 04 12 0 00 0 27 0 00 SPLICE Splice Plate(in) Tens Load(k f -k Bolt (A325 Type Width Thick Loc Id Shr Mom Row Diam Space Gage 7 0 00 0 27 0 01 8 0 00 0 27 0 01 FE 6 0 0 375 Top 2 2 3 1 0 750 4 00 3 00 9 -0 01 0 27 0 02 Hot 6 3 -4 2 0 750 4 00 3 00 10 -0 01 0 27 0 02 11 0 01 0 27 0 02 12 0 00 0 27 0 00 BEAM DESIGN UNBRACED LENGTH Splice Plate(in) Tens Load(k f -k -Bolt (A325 Beam At Col Line 3 Type Width Thick Loc Id Shr Mom Row Diam Space Gage Load Width 10 96 Member Selected W8x10 FE 6 0 0 375 Top 2 1 2 1 0 750 4 00 3 00 Member Length 2 83 Bot 6 1 -2 2 0 750 4 00 3 00 Major= 2 00 Minor(Top)= 1 41 Minor(Bot)= 2 00, Cb= 1 00 DESIGN ACTIONS Load Shear(k MOment(f -k Mom +Shr Mom +Ax1 Id Calc Vn /sf OC Calc Mn /sf UC UC UC 1 0 57 26 83 0 02 0 80 19 49 0 04 0 00 0 04 modify I Data 1 4/2/2008 Designed Byj DLB Checked By I V41 Page 525 Of 526 DEFLECTION SPLICE. No Warnings SHEET 263 of 263 Job No 3869 I modify I 111 I Customer CLALLAM BUILDERS AND I Date 1 4/2/2008 Description)f WESTPORT SHIPYARD INTERIOR Designed B4 DLB HCI STEEL BUILDING I Checked BPI V41 SYSTEMS, INC. Load Deflection(in) Id Calc Allow UC 3869 Design Warning Summary 4/ 2/08 9 02am 12/2008 Page 526 Of 526