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HomeMy WebLinkAbout2140 Bldg 1010 W 18th St Technical - Building\()14/0 \ncA^04,9 I S� 9VC QO Q\Q r 1,0G 1 'V 010 Cr FS `1tg `1 1 ohlr JV3 0 N \QO ‘1% 6/AL-0 1/ R-s \9 ktuDS.Li I DS"lbi\ Srv 171t-n-A-k Sci LC-1 et, c(t11' L -J Fitikt‘k.k 1 US I I 0 I US 31 11 A IT 1 7t A_ 72 -V 7.7 3_ A C.S-V s 121- I I "1 i p !ha- 97,7 --)V0 1 475 p 0 I 0 0 0 0 0 4 65 PevL,7 0-1\-)S IJ 0 0 S P wt.") Avu idiot 4) Pytte vsks t 133 fi L 1 70. 9-5' IL6i L a. 615 16 5 I 4 2- 3. 2- 3s Lpj? if 8 I --q.3 ?LA 0 0 0 0 p JN: 08039 ZENOVIC 8 ASSOC. INC. DATE: 10/2/2008 301 EAST 6TH ST SUITE 1 PROJECT LOC. AIRPORT INDUSTRIAL PARK SPRAY BOOTH PORT ANGELES, WA 98382 CLIENT CLALLAM BUILDERS WESTPORT SHIPYARD (183'X100' EXPANSION) AUTHOR: SRH SHEET. 1 OF 2 CONC, P14 (PO K150 Fc (ksl) STEEL Fs(ksl) t S.1^barc SP (ksll A B C D VERTICAL LOADS 133% 115% s:3 1sz► 4 0 2 31 38 2' SLAB THK. (in) r1T As (in "2) .0;1 1/4 18" O.C. E.W. PERIMETER FTNG. THK. (in) k,314 WIDTH (in) 1 18, As lin ^2) Q yj1 T1 (FRAME 1 FOOTING( ElleiME 4 HORIZ LOADS 133% 115% A J o gYa '46 B e 0.5 O '6': .)Os11,•- It, late t� 0 '',44A C 133% EFF L (ft) 133 %EFF L (it) 1EFF 15 L(ft) 4,2@ HAIRPIN ANGLE L;: ,445,4C STRESS LOAD As (REQ'D) SPREAD REQ'D) BOLT MATERIAL (kip) (in'2) (R) NUMBER 5.2 0.14 1.30 DIA. (In) 4.5 0.12 1.13 22 0.68 5.50 AREA (In"2) x45%.1 22 0.68 5.50 fPs(kip) fVs (kip) VERTICAL LOADS 133% 115% A f�.6: 1C /A d A 'S2 ai•. %ti�.22+ a 133 %EFF 115% EFF Wt (k/ft) 0.32 133 I EFF Wt (k) 115% EFF L (ft) 115% EFF Wt (k) 8.28 1 3.73 Oar 8 FOOTING 133% EFF L (ft) 133% EFF Wt (k) MAX. Wt (kip) MOTH (in) 3. N 48m 10.23 12.24 19.03 DEPTH (in) 24 115% EFF L (ft) 115% EFF Wt (k) REBAR SIZE S 9.52 11,42 182(1 9 BARS As(in"2) 15.c,=, P 0.0019 N.G. UPLIFT LENGTH TOTAL Wt BEARING AREA BEARING LOAD S.P 5Mn I'M (kip) (R) (kip) (ft^2) (Np) (ksi) A -4.3 x4.0 10.19 OK 16.0 18.900 1.181 B -8.2 '":1'`8:50: 14.05 OK 26.0 38.200 1.469 C 8.2 14.05 OK 26.0 38.200 1.469 D -4.3 3 1; ,b -141113, 10.19 OK 16.0 18.800 1.175 HAIRPIN ANCHOR BOLTS CONC. ANGLE ,.IFS„ q STRESS LOAD As (REQ'D) SPREAD REQ'D BOLT MATERIAL b`A 307'` p EMS (in) n:;g2:'>'; (NP) (in "2) (4) NUMBER 4; K v Pc n"P) h 133% 5.9 0.16 1.48 DIA. (in) „,0.75 Q 207 Q)( 133% 0.5 0.01 0.13 0 Vc(klp) 46 QK 133% 0.5 0.01 0.13 AREA (In^2) 0.442 COMB. LOAD 0.3 OK 133% 5.9 0.16 1.48 i2Ps(klp) 40 QK COMB. LOAD 1.0 S2K 133% 0 0.00 0.00 i2 Vs (kip) 21 OK 115% 4.8 0.15 1.20 133 %EFF L(ft) 133 %EFF Wt(k) MAX Wt(kip) WIDTH (In) "x_54;• "s 9.45 13.03 20.37 DEPTH (In) ,24-'x• 115% EFF L (ft) 115% EFF Wt (k) REBAR SIZE 5'. 9.97 1211 18.72 9 BARS i3' .,d:7 As (In"2) 2.15 P 9.0021 OK UPLIFT LENGTH TOTAL Wt BEARING AREA BEARING LOAD S.P 4Mn I'M (Np) (R) (Np) (fl'^2) (Np) (kst) (k-in) (k-In) A -5.6 14 14.72 OK 20.3 27.200 1.343 QIS 920 367 STKS D -6.8 :4 '.60 14.72 OK 20.3 31.000 1.531 OK 920 419 QK 0 ts`i *21).00 7.09 OK 12.4 0.000 0.000 MS 920 0 OK 0 0.901 7.09 OK 12.4 0.000 0.000 OS 920 0 OS ANCHOR BOLTS 0.601 36 29 QK EMB (In) Ap (in"2) N Pc (kip) 0 Vc (kip) COMB. LOAD 4K COMB. LOAD MeV HORIZ LOADS 133% 115% (k-In) (k-In) OK 920 227 QL( ELK 920 745 OS MS 920 745 CBS Q)S 920 226 QK CONC. 286 63 0.3 0.9 OK 415 OK JN: 08039 ZENOVIC 8 ASSOC. INC. DATE: 10/2/2008 301 EAST 6TH ST SUITE 1 PROJECT LOC. AIRPORT INDUSTRIAL PARK SPRAY BOOTH PORT ANGELES, WA 98362 CLIENT CLALLAM BUILDERS WESTPORT SHIPYARD (1637100' EXPANSION) AUTHOR: SRH SHEET. 2 OF 2 1 CONC. WI (pcl) 47574° Fc(ksi) ,25 STEEL Fs (ksl 7. 20: :a� 1 SOIL BEARING PRESSURE SP FREE 24 VERTICAL LOADS HORIZ. LOADS 133% 115% 133% A 45.6".�'r "f A 16.2t 1- 1215( ,!,,4,. B v. 'iV B t C s C D 158`'.as47 D THK. (in) WIDTH (in) As (in "21 WIDTH (in) DEPTH (in) REBAR SIZE BARS As (in ^2) P $LM THK. (in) As (in ^2) K .,a¢.180 i 1 #4 18" O.C. E.W PERIMETER FTNG. 24 °14 :O :Sh c s2 ':f3Bi (FRAME 2-6 FOOTING) ,.2:145:. 0.0021 OK UPLIFT LENGTH TOTAL Wt (kip) (8) (kip) (/I" (kip) A 15.6 c 7A0 15.60 OK 30.0 47.300 D 15.6 7i5O. 15.60 OK 30.0 47.300 HAIRPIN ANGLE M7V2i45M STRESS LOAD As (REO')) SPREAD RED D BOLT MATERIAL (up) (in "2) (ft) NUMBER 133% 16.2 0.43 4.05 DIA. (in) 133% #VALUE! #VALUEI 133% #VALUEI #VALUE! AREA (in "2) 133% 16.2 0.43 4.05 f2Ps(kip) 133% 0 0.00 0.00 12 Vs (kip) 115% 47.7 1.47 11.93 (FRAME 7 FOOTING( 133% EFF L (ft) 133% EFF Wt (k) MAX. Wt (kip) WIDTH (in) ="-.1 1194 19.69 27.48 DEPTH (in) ';k 244 115 %EFF L(ft) 115 %EFF Wt(k) REBAR SIZE 5'y°;: 1117 18.31 25.31, BARS As (in "2) P UPLIFT LENGTH TOTAL Wt BEARING AREA BEARING LOAD S.P Ms TM (kiP) ft) (ap) (li" (kiP) (ksf) (k-in) (k-in) A 15.3 ?7:GO' 23.18 OK 45.0 69.500 1.544 9K 1577 1564 91i D 15.3 j;504 23.18 OK 45.0 69.500 1.544 9K 1577 1564 9K 3.68 4442,1 OK 115% 133% EFF L (ft) 4.91 115% EFF L (ft) 4.39 133 %EFF Wt(klft) 115 %EFF Wt (KM) 0.32 133% EFF L(ft) 133% EFF Wt(k) 115 EFF L(ft) 115 %E 8.28 3.73 133% EFF L (ft) 133% EFF Wt (k) MAX. Wt (kip) 10.94 13.13 20.92 115 %EFF L(ft) 115 %EFF Wt (k) 10.17 12.21 19.20 BEARING AREA BEARING LOAD S.P HAIRPIN ANGLE 45 STRESS LOAD As (REVD) SPREAD REVD) BOLT MATERIAL (kip) (in "2) (ft) NUMBER 13316v 17 0.45 4.25 DIA. (in) 17 0.45 4.25 71.8 2.21 17.95 AREA (in "2) 71.8 2.21 17.95 12 Ps(kip) f2 Vs (kip) VERTICAL LOADS 133% 115% 133% 115% A *1'1 .yb, P 69.5,, A D i5 3 ro s T E ,69:5t3.' D (ksl) 1.577 1.577 ANCHOR BOLTS 4 0.785 5Z ANCHOR BOLTS 3e/►9t17 ^nv 0.785 141 PMn PM (k-in) (k-in) QK 1051 1064 9K QK 1051 1064 9K CONC. EMB (in) X 12 s) AP (in "2) sb Pc (kip) 207 9K �Vc(kip) 123 QK COMB. LOAD 0.7 9K QK COMB. LOAD 0.3 QK 9K FRAME 7 HORIZ. LOADS CONC. EMB (in) 15: Ap (in "2) '25 8'Pj EPc(kip) 59 2K 4Vc(kip) 163 9K COMB. LOAD 0.6 QK 9K COMB. LOAD 0.1 9K 9K HCI STEEL BUILDING SYSTEMS. INC. THIS CERTIFICATE IS TO CONFIRM THAT ALL COMPONENTS OF THE STEEL BUILDING SYSTEM DESCRIBED BELOW TO BE SUPPLIED BY HCI STEEL BUILDING SYSTEMS, INC LOCATED IN ARLINGTON, WA HAVE BEEN OR WILL BE DESIGNED IN ACCORDANCE WITH THE FOLLOWING STANDARDS LOADS AND DESIGN CRITERIA AS SPECIFIED IN THE ORDER DOCUMENTS, AND ARE DESIGNED AND PRODUCED IN AN AISC APPROVED FACILITY BY AN AISC CERTIFIED MANUFACTURER 1 DESCRIPTION HCI Job No Customer's Name /Address Building Type Size Site Location Job No Customer Description 4050 Clallum Builders Exc Inc Westport Shipyard Cabinet CERTIFICATE OF DESIGN 1 modify Date 8/8/2008 Designed By JRS Checked By 4050 Westport Shipyard Cabinet Shop Clallum Builders Exc Inc 2353 East 6th Avenue Port Angeles, WA 98362 100' -0" x 163' -4" x 17' -0" 1 0 12 Slope 2138 West 18th Street Port Angeles, WA 98363 Page 1 Of 1 2 DESIGN STANDARDS AISC 360 -2005 Specification for Structural Steel Building Design can be made according to either Allowable Stress Design (ASD)or Load and Resistance Factor Design (LRFD)provisions AISI "North American Specification for the Design of Cold Formed Steel Structural Members" 2001 edition, including 2004 Supplement AWS Dl 1 Structural Welding Code -Steel 2006 edition AWS D1 3 Structural Welding Code -Sheet Steel 1998 edition MBMA Low Rise Building Systems Manual 2002 edition ASTM Standards in Building Codes 2005 edition 3 LOADS Applicable Building Code(s) IBC 06 Building Occupancy Category II Normal (a) Roof Live Load 20 PSF (b) Collateral Load 8 PSF (c) Snow Load Gound Snow Load 20 PSF, Sloped Roof Snow 25 PSF Snow Exposure Factor 1 00, Snow Importance 1 0000 Snow Thermal Coefficient -1 00 (d) Wind Load Wind Speed- 100 MPH Wind Exclosure Enclosed, Wind Importance 1 00 Wind Exposure Exposure C, Topographic Factor 1 0 (e) Seismic Sesimic Performance /Design Category D Seismic Importance 1 00, Site Class D Mapped Spectral Response Ss 1 46, Si- 0 60 Short Period Response Sms 1 456 Design Spectral Response Sds- 0 97, Sdl- 0 56 r r J NCI STEEL BUILDING SYSTEMS. INC. Job No Customer Description 4050 Clallum Builders Exc Inc Westport Shipyard Cabinet modify Date 1 8/8/2008 Designed By' JRS Checked By Seismic Analysis Procedure Equivalent Lateral Force Procedure Seismic Response Modification Factor R Seismic Design Category B or C Structural Steel System not specifically detailed for Seismic Resistance, Frames R =3 0, Braces R =3 0, Wind Frames R =3 0, Wind Columns R =1 25 Seismic Design Category D, Structural Steel System Specifically Detailed for Seismic Resistance, Frames R =3 25, Braces R =3 25, Wind Frames R =3 25 Page 2 Of 1 4 CERTIFICATION BY ENGINEER I John R Spain, a licensed Engineer in the State of Washington certify that I have reviewed the design criteria for the Steel Building System described above and to the best of my knowledge all components have been or will be designed to meet the applicable criteria as specified in the ORDER DOCUMENTS This project was designed by me personally or under my direct personal supervision Date 0 a Q r r Ii CI STEEL BUILDING SYSTEMS. INC. Job No 4050 Customer Clallum Builders Exc Inc Description! Westport Shipyard Cabinet Table of Contents Design Specifications Material Specifications Design Summary Roof Design BSW Design Line A FSW Design Line D LEW Design Line 8 RF 1 Design Line 1 RF 2 Design Line 2 RF 3 Design Lines 2 6 RF 4 Design Line 7 RF 5 Design Line 8 Table Of Contents modify Date 8/8/2008 Designed By JRS Checked By 1 1 2 2 3 3 4 32 33 288 289 310 311 332 333 347 348 368 369 386 387 404 405 422 423 446 Page 1 Of 446 HCI STEEL BUILDING SYSTEMS. INC. Design Specifications Job No 1 4050 Customer I Clallum Builders Exc Inc Description Westport Shipyard Cabinet 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 modify Date 8/8/2008 Designed ByI JRS Checked By The Building described in these calculations was designed according to the following design specifications Page 2 Of 446 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 NCI STEEL BUILDING SYSTEMS. INC. The following is the list of the material standards and specifications for which the building components have been designed Si No Materials 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 Walls (screw down) Roofs (standing seam) 5 X- Bracing Members Rods 6 High Strength Bolts 7 Machine Bolts Job No 4050 Customer Clallum Builders Exc Inc Description Westport Shipyard Cabinet MATERIAL SPECIFICATIONS Specifications ASTM A529 -05 Grade 55 ASTM A1011 -00 Grade 50 ASTM A572 -04 Grade 50 ASTM A 992 i ASTM A500 -01a Grade B ASTM A53 -00 GR B,Type E ASTM A36 -04 3 Cold- Formed Secondary Members Galvanized ASTM A653 -06 SS Grade 55 G -40 ASTM A36 -05 ASTM A325 -01 ASTM A307 -02 modify Date 8/8/2008 Designed By JRS Checked By 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 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 446 r L HCI STEEL BUILDING SYSTEMS. INC. Job No I 4050 Customer Clallum Builders Exc Inc Description Westport Shipyard Cabinet HCI STEEL PRODUCTS 18520 67 AVE NE ARLINGTON, WA 98223 STRUCTURAL DESIGN CALCULATIONS FOR Clallum Builders Exc Inc 2353 East 6th Avenue Port Angeles, WA 98362 Westport Shipyard Cabinet Shop 2138 West 18th Street Port Angeles, WA 98363 4050 BUILDING DATA Width (ft) 100 0 Length (ft) 163 3 Eave Height (ft) 17 0/ 17 0 Roof Slope (rise /12) 1 00/ 1 00 Dead Load (psf) 2 5 Live Load (psf) 20 0 Collat Load (psf) 8 0 Snow Load (psf) 25 0 Wind Speed(mph) 100 0 Wind Code IBC 06 Closed /Open C Exposure C Importance Wind 1 00 Importance Seismic 1 00 Seismic Design Category= D modify Date 1 8/8/2008 Designed By! JRS Checked By Page 4 Of 446 r r L HCI STEEL BUILDING SYSTEMS. INC. FRONT SIDEWALL BASIC LOADS Basic Wind_Load_Ratio Wind Deflect Factor 18 9 1 00 1 00 WIND PRESSURE /SUCTION Wind Wind Wind Press Suct Long 16 5 -18 2 20 4 -22 1 16 5 -18 1 28 4 -18 9 BACK SIDEWALL BASIC LOADS Basic Wind_Load_Ratio Wind Deflect Factor 18 9 1 00 1 00 WIND PRESSURE /SUCTION Wind Wind Wind Job No 4050 modify Customer Clallum Builders Exc Inc Date 1 8/8/2008 Descriptionl -Westport Shipyard Cabinet Designed By JRS Seismic Coeff (Fa *Ss) 1 46 Designer JRS 8/ 5/08 4050 Design Loads For Building Components Edge_Strip_Ratio Zone Col/ Width Girt Panel Jamb 6 80 1 07 1 23 1 06 Girt /Header Panel Jamb Parapet Edge_Strip_Ratio Zone Col/ Width Girt Panel Jamb 6 80 1 07 1 23 1 06 Checked By 8/ 5/08 8 34am Page 5 Of 446 r r J HCI STEEL BUILDING SYSTEMS. INC. 4050 Design Loads For Building Components Dead Load 2 5 Press Suct Long 16 5 -18 2 20 4 -22 1 16 5 -18 1 28 4 -18 9 LEFT ENDWALL BASIC LOADS Collat Live Load Load 8 0 20 0 BASIC LOADS AT EAVE Seis Torsion Load Wind Seismic 0 69 0 00 0 00 WIND PRESSURE /SUCTION Wind Wind Press Suct 16 5 -18 2 16 5 -18 2 16 5 -18 1 20 4 -22 1 28 4 -18 9 Job No Customer (Description Edge_Strip_Ratio Snow Basic Wind_Load_Ratio Zone Col/ Load Wind Deflect Factor Width Girt Panel Jamb 25 0 18 9 1 00 1 00 6 80 1 07 1 23 1 07 Column Girt /Header Jamb Panel Parapet 4050 Girt /Header Panel Jamb Parapet WIND COEFFICIENTS Surf Rafter_Wind_1 Rafter_Wind_2 Id Left Right Left Right 1 0 00 0 00 0 00 0 00 2 -1 25 -0 71 -0 89 -0 35 3 -0 71 -1 25 -0 35 -0 89 4 0 00 0 00 0 00 0 00 Bracing Wind Long Left Right Wind 0 43 -0 62 0 00 1 25 -0 71 -1 25 -0 71 -1 25 -1 25 0 62 0 43 0 00 modify Clallum Builders Exc Inc Date 1 8/8/2008 Westport Shipyard Cabinet I Designed Byi JRS Checked By 8/ 5/08 8 34am Surface Friction 0 00 0 00 0 00 0 00 Page 6 Of 446 COLUMN 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 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 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 r r J NCI STEEL BUILDING SYSTEMS. 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RAFTER DESIGN LOADS Job No 4050 Customer (Description AUXILIARY LOADS No Aux Aux No Add_Load Clallum Builders Exc Inc Westport Shipyard Cabinet 4050 Design Loads For Building Components modify Date Designed Byl JRS Checked By 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 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 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 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 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 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 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 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 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 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 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 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 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 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 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 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 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 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 Load Rafter_Wind_1 Rafter_Wind_2 No Id Dead Coll Live Snow Left Right Left Right 17 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 0 60 0 00 0 00 0 00 1 00 0 00 0 00 0 00 4 0 60 0 00 0 00 0 00 0 00 1 00 0 00 0 00 5 0 60 0 00 0 00 0 00 0 00 0 00 1 00 0 00 6 0 60 0 00 0 00 0 00 0 00 0 00 0 00 1 00 7 0 60 0 00 0 00 0 00 0 00 0 00 0 00 0 00 8 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 9 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 10 1 00 1 00 0 75 0 00 0 00 0 00 0 00 0 00 11 1 00 1 00 0 75 0 00 0 00 0 00 0 00 0 00 12 1 00 1 00 0 00 0 75 0 00 0 00 0 00 0 00 13 1 00 1 00 0 00 0 75 0 00 0 00 0 00 0 00 14 0 60 0 00 0 00 0 00 0 00 0 00 0 00 0 00 15 0 60 0 00 0 00 0 00 0 00 0 00 0 00 0 00 16 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 17 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 Long Wind 0 0 0 0 0 0 1 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 00 8/ 5/08 Seis 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 70 0 70 0 52 0 52 0 52 0 52 0 70 0 70 0 00 0 00 Page 7 Of 446 8/8/2008 8 34am Aux_Load Id Coef 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 1 1 00 2 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 00 0 00 0 00 0 00 0 00 1 00 1 00 r r f HCI STEEL BUILDING SYSTEMS. INC. Job No 4050 modify Customer l Clallum Builders Exc Inc i Date 8/8/2008 Description) Westport Shipyard Cabinet l Designed Byl JRS Checked By 4050 Design Loads For Building Components Aux Id Name Load Id Coeff 2 1 E1UNBSL 1 3 1 0 30 2 1 00 3 0 42 2 ElUNBSL 2 3 2 0 30 1 1 00 4 0 42 8/ 5/08 8 34am ADDITIONAL LOADS No Add Surf Basic Load Fx Fy Mom X Y Conc Add Id Id Load Type W1 W2 Co Dxl Dx2 Dist 4 1 2 D -0 04 -0 04 0 08 0 00 50 17 2 3 D -0 04 -0 04 -0 08 0 00 50 17 3 3 D -0 04 -0 04 -0 08 0 00 20 39 4 2 D -0 04 -0 04 0 08 29 79 50 17 RIGHT ENDWALL 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 2 5 8 0 20 0 25 0 18 9 1 .00 1 00 6 80 1 07 1 23 1 07 BASIC LOADS AT EAVE Seis Torsion Load Wind Seismic 5 03 0 00 0 00 WIND PRESSURE /SUCTION Wind Wind Press Suct 16 5 -18 2 Column 16 5 -18 2 Girt /Header 16 5 -18 1 Jamb 20 4 -22 1 Panel 28 4 -18 9 Parapet WIND COEFFICIENTS Surf Rafter_Wind_1 Rafter_Wind_2 Bracing Wind Long Surface Id Left Right Left Right Left Right Wind Friction Page 8 Of 446 HCI STEEL BUILDING SYSTEMS. INC. Job No 4050 Customer Clallum Builders Exc Inc Description! Westport Shipyard Cabinet 4050 Design Loads For Building Components 1 0 00 0 00 0 00 0 00 0 41 -0 62 0 00 2 -1 17 -0 68 -0 81 -0 32 -1 17 -0 68 -1 17 3 -0 68 -1 17 -0 32 -0 81 -0 68 -1 17 -1 17 4 0 00 0 00 0 00 0 00 -0 62 0 41 0 00 COLUMN BRACING DESIGN LOADS Load Rafter_Wind Brace_Wind No Id Dead Coll Live Snow Left Right Left Right 20 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 75 0 00 4 1 00 1 00 0 75 0 00 0 00 0 75 0 00 0 75 5 1 00 1 00 0 75 0 00 0 00 0 00 0 00 0 00 6 1 00 1 00 0 00 0 75 0 75 0 00 0 75 0 00 7 1 00 1 00 0 00 0 75 0 00 0 75 0 00 0 75 8 1 00 1 00 0 00 0 75 0 00 0 00 0 00 0 00 9 0 60 0 00 0 00 0 00 0 00 0 00 0 00 0 00 10 0 60 0 00 0 00 0 00 0 00 0 00 0 00 0 00 11 1 20 1 20 0 00 0 00 0 00 0 00 0 00 0 00 12 1 20 1 20 0 00 0 00 0 00 0 00 0 00 0 00 13 1 15 1 15 0 75 0 00 0 00 0 00 0 00 0 00 14 1 15 1 15 0 75 0 00 0 00 0 00 0 00 0 00 15 1 15 1 15 0 00 0 75 0 00 0 00 0 00 0 00 16 1 15 1 15 0 00 0 75 0 00 0 00 0 00 0 00 17 0 40 0 00 0 00 0 00 0 00 0 00 0 00 0 00 18 0 40 0 00 0 00 0 00 0 00 0 00 0 00 0 00 19 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 20 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 RAFTER DESIGN LOADS Load Rafter_Wind_1 Rafter_Wind_2 No Id Dead Coll Live Snow Left Right Left Right 27 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 3 0 60 0 00 0 00 0 00 1 00 0 00 4 0 60 0 00 0 00 0 00 0 00 1 00 5 0 60 0 00 0 00 0 00 0 00 0 00 6 0 60 0 00 0 00 0 00 0 00 0 00 7 0 60 0 00 0 00 0 00 0 00 0 00 8 1 00 1 00 0 00 0 00 0 00 0 00 9 1 00 1 00 0 00 0 00 0 00 0 00 10 1 00 1 00 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 00 0 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 modify Date 8/8/2008 Designed By JRS Checked By 8/ 5/08 8 34am 0 00 0 00 0 00 0 00 Long Column_Wind Aux_Load Wind Press Suct Seis Id Coef 0 00 0 00 0 00 0 00 0 0 00 0 00 0 00 0 00 0 00 0 0 00 0 00 0 00 0 00 0 00 0 0 00 0 00 0 00 0 00 0 00 0 0 00 0 00 0 00 0 75 0 00 0 0 00 0 00 0 00 0 00 0 00 0 0 00 0 00 0 00 0 00 0 00 0 0 00 0 00 0 00 0 75 0 00 0 0 00 1 00 1 00 0 00 0 00 0 0 00 1 00 0 00 1 00 0 00 0 0 00 0 00 0 00 0 00 1 00 0 0 00 0 00 0 00 0 00 -1 00 0 0 00 0 00 0 00 0 00 0 52 0 0 00 0 00 0 00 0 00 -0 52 0 0 00 0 00 0 00 0 00 0 52 0 0 00 0 00 0 00 0 00 -0 52 0 0 00 0 00 0 00 0 00 1 00 0 0 00 0 00 0 00 0 00 -1 00 0 0 00 0 00 0 00 0 00 0 00 1 1 00 0 00 0 00 0 00 0 00 2 1 00 Long Wind Seis 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 00 0 00 0 00 0 70 0 00 -0 70 0 00 0 52 Aux_Load Id Coef 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 Page 9 Of 446 HCI STEEL BUILDING SYSTEMS. INC. 4050 Design Loads For Building Components 11 1 00 1 00 0 75 0 00 0 00 12 1 00 1 00 0 00 0 75 0 00 13 1 00 1 00 0 00 0 75 0 00 14 0 60 0 00 0 00 0 00 0 00 15 0 60 0 00 0 00 0 00 0 00 16 1 00 1 00 0 00 0 00 0 00 17 1 00 1 00 0 00 0 00 0 00 18 1 00 1 00 0 00 0 50 0 00 19 1 00 1 00 0 00 0 50 0 00 20 1 00 1 00 0 00 0 50 0 00 21 1 00 1 00 0 00 0 50 0 00 22 1 00 1 00 0 00 1 00 0 00 23 1 00 1 00 0 00 1 00 0 00 24 1 00 1 00 0 00 0 00 0 00 25 1 00 1 00 0 00 0 00 0 00 26 1 00 1 00 0 00 0 00 0 00 27 1 00 1 00 0 00 0 00 0 00 AUXILIARY LOADS No Aux Aux No Aux Id Name Load 8 1 E2UNBSL 1 3 2 E2UNBSL 2 3 2 0 30 1 1 00 4 0 42 3 E2PAT_SL 3 1 5 0 50 4 E2PAT_SL 4 1 8 0 50 5 E2PATSL 5 3 5 0 50 6 0 50 7 0 50 6 E2PATSL 6 3 6 0 50 7 0 50 8 0 50 7 E2PATSL 7 2 5 0 80 8 0 80 8 E2PAT_SL 8 2 6 0 80 7 0 80 ADDITIONAL LOADS No Add Surf Basic Load Fx Job No 4050 modify Customer Clallum Builders Exc Inc I Date 8/8/2008 Description Westport Shipyard Cabinet I Designed By JRS Checked By 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 Add_Load Id Coeff 1 0 30 2 1 00 3 0 42 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 8/ 5/08 0 00 0 00 -0 52 0 00 0 00 0 52 0 00 0 00 -0 52 0 00 0 00 0 70 0 00 0 00 -0 70 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 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 Fy Mom X Y Conc Page 10 Of 446 8 34am 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 1 1 00 2 1 00 5 1 00 6 1 00 3 1 00 4 1 00 3 -1 00 4 -1 00 5 1 60 6 1 60 7 1 00 8 1 00 r 1 r HCI STEEL BUILDING SYSTEMS. INC. Job No 4050 Customer Clallum Builders Exc Inc Description Westport Shipyard Cabinet 4050 Design Loads For Building Components ROOFDES WIND PRESSURE /SUCTION Wind Wind Wind Press Suct Suct_Roof 10 0 -20 4 Purlins 0 0 -31 6 Gable Extensions 10 0 -22 3 Panels 1 5 -1 5 -20 4 Long Bracing, Building 1 5 -1 5 Long Bracing, Wall Edge Zone 28 4 -18 9 15 1 Long Bracing, Facia /Parapet PURLIN DESIGN LOADS modify Date 1 8/8/2008 Designed By! JRS Checked By 8/ 5/08 8 34am Add Id Id Load Type W1 W2 Co Dxl Dx2 Dist 10 1 2 D -0 31 -0 31 0 08 0 00 50 17 2 3 D -0 31 -0 31 -0 08 0 00 50 17 3 3 D -0 31 -0 31 -0 08 0 00 20 39 4 2 D -0 31 -0 31 0 08 29 79 50 17 5 2 D -0 31 -0 31 0 08 0 00 33 45 6 2 D -0 31 -0 31 0 08 33 45 50 17 7 3 D -0 31 -0 31 -0 08 0 00 16 72 8 3 D -0 31 -0 31 -0 08 16 72 50 17 9 2 SNOW D -0 65 -0 65 0 00 0 00 50 00 10 3 SNOW D -0 65 -0 65 0 00 0 00 50 00 BASIC LOADS Dead Collat Live Snow Basic Wind_Load_Ratio Surface Seis Load Load Load Load Wind Deflect Factor Friction Factor Snow 2 5 8 0 20 0 25 0 18 9 1 00 1 00 0 00 1 000 0 00 EDGE CORNER ZONE WIND Left End Center Right_End Surface Coeff Coeff Coeff Id Loc Width Length Purlin Panel Width Purlin Panel Width Length Purlin Panel 2 L 6 80 6 80 1 18 2 53 6 80 1 18 1 68 6 80 6 80 1 18 2 53 C 43 37 6 80 1 18 1 68 43 37 1 00 1 00 43 37 6 80 1 18 1 68 R 0 00 6 80 1 18 1 68 0 00 1 00 1 00 0 00 6 80 1 18 1 68 3 L 0 00 6 80 1 18 1 68 0 00 1 00 1 00 0 00 6 80 1 18 1 68 C 43 37 6 80 1 18 1 68 43 37 1 00 1 00 43 37 6 80 1 18 1 68 R 6 80 6 80 1 18 2 53 6 80 1 18 1 68 6 80 6 80 1 18 2 53 Page 11 Of 446 NCI STEEL BUILDING SYSTEMS, INC. 4050 Surf Id 2 No Load Loads Id Job No 4050 Customer Clallum Builders Exc Inc Description Westport Shipyard Cabinet Design Loads For Building Components Wind Dead Collat Live Snow Press 23 1 1 00 1 00 1 00 0 00 2 1 00 1 00 0 00 1 42 3 1 00 1 00 0 75 0 00 4 1 00 1 00 0 00 0 75 5 0 60 0 00 0 00 0 00 6 1 00 1 00 0 00 0 50 7 1 00 1 00 0 00 0 50 8 1 00 1 00 0 00 0 50 9 1 00 1 00 0 00 0 50 10 1 00 1 00 0 00 0 50 11 1 00 1 00 0 00 0 50 12 1 00 1 00 0 00 0 50 13 1 00 1 00 0 00 0 50 14 1 00 1 00 0 00 1 00 15 1 00 1 00 0 00 1 00 16 1 00 1 00 0 00 0 00 17 1 00 1 00 0 00 0 00 18 1 00 1 00 0 00 0 00 19 1 00 1 00 0 00 0 00 20 1 00 1 00 0 00 0 00 21 1 00 1 00 0 00 0 00 22 1 00 1 00 0 00 0 00 23 1 00 1 00 0 00 0 00 3 23 1 1 00 1 00 1 00 0 00 2 1 00 1 00 0 00 1 42 3 1 00 1 00 0 75 0 00 4 1 00 1 00 0 00 0 75 5 0 60 0 00 0 00 0 00 6 1 00 1 00 0 00 0 50 7 1 00 1 00 0 00 0 50 8 1 00 1 00 0 00 0 50 9 1 00 1 00 0 00 0 50 10 1 00 1 00 0 00 0 50 11 1 00 1 00 0 00 0 50 12 1 00 1 00 0 00 0 50 13 1 00 1 00 0 00 0 50 14 1 00 1 00 0 00 1 00 15 1 00 1 00 0 00 1 00 16 1 00 1 00 0 00 0 00 17 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 75 0 00 0 75 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 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 0 00 0 00 0 00 0 00 0 00 0 00 0 75 0 00 0 75 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 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 modify Date Designed By Checked By 8/ 5/08 Wind Aux_Load Suct Id Coef 0 0 0 0 0 0 0 0 0 0 3 1 4 1 5 1 6 1 7 1 8 1 1 1 2 1 1 -1 2 -1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 0 0 0 0 0 0 0 0 0 0 3 1 4 1 5 1 6 1 7 1 8 1 1 1 2 1 1 -1 2 -1 3 1 4 1 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 60 60 60 60 60 60 60 60 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 60 60 8/8/2008 JRS Page 12 Of 446 8 34am HCI STEEL BUILDING SYSTEMS. INC. Job No Customer Description 4050 Clallum Builders Exc Inc Westport Shipyard Cabinet 4050 Design Loads For Building Components AUXILIARY LOADS No Aux Aux No Add_Load Aux Id Name Load Id Coef 10 1 1 1 0 50 2 1 7 0 50 3 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 2 5 0 50 6 0 50 8 2 6 0 50 7 0 50 9 4 1 0 50 3 0 50 5 0 50 7 0 50 10 3 2 0 50 4 0 50 6 0 50 modify Date 8/8/2008 Designed By JRS Checked By 18 1 00 1 00 0 00 0 00 0 00 0 00 5 1 60 19 1 00 1 00 0 00 0 00 0 00 0 00 6 1 60 20 1 00 1 00 0 00 0 00 0 00 0 00 7 1 60 21 1 00 1 00 0 00 0 00 0 00 0 00 8 1 60 22 1 00 1 00 0 00 0 00 0 00 0 00 9 1 60 23 1 00 1 00 0 00 0 00 0 00 0 00 10 1 60 8/ 5/08 8 34am BRACING DESIGN LOADS No Load Wind Wind Seis Aux_Load Loads Id Dead Collat Live Snow Press Suct Load Id Coef 4 1 1 00 1 00 0 00 1 00 1 00 1 00 0 00 0 0 00 2 0 60 0 00 0 00 0 00 1 00 1 00 0 00 0 0 00 3 1 00 1 00 0 00 0 00 0 00 0 00 1 00 0 0 00 4 0 60 0 00 0 00 0 00 0 00 0 00 1 00 0 0 00 ADDITIONAL LOADS No Add Surf Basic Load Fy Dx Conc Page 13 Of 446 Job No 4050 modify 1:11i7 t Customer Clallum Builders Exc Inc I Date Westport Shipyard Cabinet I Designed By HCI STEEL BUILDING SYSTEMS. INC. 4050 Design Loads For Building Components Add 7 Id Id 1 0 2 0 3 0 4 0 5 0 6 0 7 0 RIGID FRAME #1 BASIC LOADS Dead 2 5 WIND COEFFICIENTS Surf Wind_1 Id Left Right 1 0 00 0 00 2 -1 17 -0 68 3 -0 68 -1 17 4 0 00 0 00 DESIGN LOADS Load No Id Dead Coll 36 1 1 00 1 00 2 1 00 1 00 3 1 00 1 00 4 1 00 1 00 5 1 00 0 00 6 1 00 0 00 7 1 00 1 00 8 1 00 1 00 9 1 00 1 00 10 1 00 1 00 Load Type W1 W2 Dxl Dx2 D -25 0 -25 0 0 0 13 3 D -25 0 -25 0 13 3 38 3 D -25 0 -25 0 38 3 63 3 D -25 0 -25 0 63 3 88 3 D -25 0 -25 0 88 3 113 3 D -25 0 -25 0 113 3 138 3 D -25 0 -25 0 138 3 163 3 Basic Live Snow Collateral Wind 20 0 25 0 8 0 18 9 BASIC LOADS AT EAVE Seismic Weak_Axis L Weak_Axis R Load SpcEP Wind Seis Wind Seis 2 11 4 86 0 00 0 00 0 00 0 00 Defl Ratio 1 00 Torsion Wind Seis 0 00 0 00 Wind_2 Long_Wind Surface Left Right 1 2 Friction 0 00 0 00 0 00 0 00 0 00 -0 81 -0 32 -1 17 -0 68 0 00 -0 32 -0 81 -0 68 -1 17 0 00 0 00 0 00 0 00 0 00 0 00 Wind_1 Wind_2 Long_Wind Live Snow Lt Rt Lt Rt Lt Rt 1 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 0 00 0 00 0 00 1 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 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 75 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 75 0 00 0 00 0 75 0 00 0 00 0 00 0 00 0 75 0 00 0 00 0 00 0 75 0 00 0 00 0 00 0 75 0 00 0 00 0 00 0 00 0 75 0 00 0 00 Checked By 8/ 5/08 8 34am EW_Brace Wind Seis 0 00 0 00 Dist 8/8/2008 JRS Seismic Aux_Load Long Tran Id Coef 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 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 Page 14 Of 446 r r HCI STEEL BUILDING SYSTEMS. INC. 4050 Design Loads For Building Components 11 1 00 1 00 12 1 00 1 00 13 1 00 1 00 14 1 00 1 00 15 0 60 0 00 16 0 60 0 00 17 0 60 0 00 18 0 60 0 00 19 0 60 0 00 20 0 60 0 00 21 0 60 0 00 22 0 60 0 00 23 1 14 1 14 24 1 14 1 14 25 1 10 1 10 26 1 10 1 10 27 1 10 1 10 28 1 10 1 10 29 0 46 0 00 30 0 46 0 00 31 1 14 1 14 32 1 10 1 10 33 1 10 1 10 34 0 46 0 00 35 1 00 1 00 36 1 00 1 00 AUXILIARY LOADS No Aux Aux No Aux Id Name Load 6 1 F1PATLL 1 3 2 F1PATLL 2 3 F1PATLL 3 4 F1PATLL 4 5 F1UNBSL 5 Job No Ili Customer Description 4050 Clallum Builders Exc Inc Westport Shipyard Cabinet 0 00 0 75 0 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 75 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 0 00 0 75 0 00 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 0 00 0 00 0 75 0 00 0 00 0 00 0 75 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 00 0 00 0 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 0 00 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 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 0 00 0 00 1 00 0 00 0 00 0 00 0 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 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 00 0 00 0 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 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 00 0 00 -0 70 0 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 52 0 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 -0 52 0 0 00 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 52 0 0 00 0 00 0 75 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 00 0 00 0 70 0 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 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 70 0 00 0 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 52 0 00 0 0 00 0 00 0 75 0 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 00 0 00 0 70 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 5 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 Add_Load Id Coeff 1 0 50 2 0 50 3 0 50 3 2 0 50 3 0 50 4 0 50 2 1 0 50 4 0 50 2 2 0 50 3 0 50 3 5 0 30 6 1 00 modify Date 1 8/8/2008 Designed Byl JRS Checked By 8/ 5/08 Page 15 Of 446 8 34am r r Job No 4050 Customer Clallum Builders Exc Inc Description Westport Shipyard Cabinet NCI STEEL BUILDING SYSTEMS. INC. 4050 Design Loads For Building Components ADDITIONAL LOADS No Add Surf Basic Load Fx Fy Mom Dx Dy Conc Add Id Id Type Type W1 W2 Co Dll D12 Dist 18 1 2 D -0 20 -0 20 0 080 0 00 1 17 2 2 D -0 20 -0 20 0 080 1 17 50 17 3 3 D -0 20 -0 20 -0 080 0 00 38 97 4 3 D -0 20 -0 20 -0 080 38 97 50 17 5 2 D -0 20 -0 20 0 080 0 00 50 17 6 3 D -0 20 -0 20 -0 080 0 00 50 17 7 3 D -0 20 -0 20 -0 080 0 00 20 39 8 2 D -0 20 -0 20 0 080 29 79 50 17 9 2 SNOW D -0 28 -0 28 0 000 0 00 50 00 10 3 SNOW D -0 28 -0 28 0 000 0 00 40 00 11 1 WINDL1 W 0 06 0 06 0 000 0 00 14 50 12 2 WINDL1 W 0 09 0 09 0 000 0 00 15 60 13 2 WINDR1 W -0 06 -0 06 0 000 0 00 15 60 14 1 WINDR1 W -0 09 -0 09 0 000 0 00 14 50 15 1 WINDL2 W 0 11 0 11 0 000 0 00 14 50 16 2 WINDL2 W 0 00 0 00 0 000 0 00 15 60 17 2 WINDR2 W -0 11 -0 11 0 000 0 00 15 60 18 1 WINDL2 W 0 00 0 00 0 000 0 00 14 50 RIGID FRAME #2 BASIC LOADS 7 0 42 6 F1UNBSL 7 3 6 0 30 5 1 00 8 0 42 Basic Defl Dead Live Snow Collateral Wind Ratio 2 5 20 0 25 0 8 0 18 9 1 00 BASIC LOADS AT EAVE Seismic Weak_Axis L Weak_Axis R Torsion EW_Brace Load SpcEP Wind Seis Wind Seis Wind Seis Wind Seis 4 83 11 15 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 modify Date 8/8/2008 Designed By JRS Checked By 8/ 5/08 8 34am Page 16 Of 446 r 1 r "I NCI STEEL BUILDING SYSTEMS, INC. Job No 4050 I modify Customer ,Clallum Builders Exc Inc I Date 8/8/2008 Description Westport Shipyard Cabinet Designed By l JRS Checked By 4050 Design Loads For Building Components 8/ 5/08 8 34am 1 0 23 -0 50 0 62 -0 12 -0 63 -0 63 0 00 2 -0 87 -0 55 -0 51 -0 19 -0 87 -0 55 0 00 3 -0 55 -0 87 -0 19 -0 51 -0 55 -0 87 0 00 4 -0 50 0 23 -0 12 0 62 -0 63 -0 63 0 00 DESIGN LOADS 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 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 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 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 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 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 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 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 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 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 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 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 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 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 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 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 Page 17 Of 446 Job No F Description HCI STEEL BUILDING SYSTEMS. INC. 4050 Design Loads For Building Components 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 Aux Id Name Load 2 1 F2UNBSL 1 3 RIGID FRAME #3 BASIC LOADS Dead 2 5 2 F2UNBSL 3 WIND COEFFICIENTS Surf Wind_1 Id Left Right 1 0 23 -0 50 2 -0 87 -0 55 3 -0 55 -0 87 4 -0 50 0 23 1 Customer 3 ADDITIONAL LOADS No Add Surf Basic Load Add Id Id Type Type 6 1 2 D 2 3 D 3 3 D 4 2 D 5 2 SNOW D 6 3 SNOW D 4050 Add_Load Id Coeff 1 0 30 2 1 00 3 0 42 2 0 30 1 1 00 4 0 42 Basic Live Snow Collateral Wind 20 0 25 0 8 0 18 9 BASIC LOADS AT EAVE Seismic Weak_Axis L Weak_Axis_R Load SpcEP Wind Seis Wind Seis 6 29 14 52 0 00 0 00 0 00 0 00 Westport Shipyard Cabinet modify Clallum Builders Exc Inc l Date Designed Byl JRS Checked By Fx Fy Mom Dx Dy W1 W2 Co Dli D12 0 48 -0 48 0 080 0 00 50 17 0 48 -0 48 -0 080 0 00 50 17 0 48 -0 48 -0 080 0 00 20 39 0 48 -0 48 0 080 29 79 50 17 0 09 -0 09 0 000 0 00 50 00 0 09 -0 09 0 000 0 00 50 00 Defl Ratio 1 00 Torsion Wind Seis 0 00 0 00 Wind_2 Long_Wind Surface Left Right 1 2 Friction 0 62 -0 12 -0 63 -0 63 0 00 -0 51 -0 19 -0 87 -0 55 0 00 0 19 -0 51 -0 55 -0 87 0 00 0 12 0 62 -0 63 -0 63 0 00 EW_Brace Wind Seis 0 00 0 00 8/8/2008 8/ 5/08 8 34am Conc Dist Page 18 Of 446 HCI STEEL BUILDING SYSTEMS, INC. DESIGN LOADS Load No Id Dead Coll 36 1 1 00 1 00 2 1 00 1 00 3 1 00 1 00 4 1 00 1 00 5 1 00 0 00 6 1 00 0 00 7 1 00 1 00 8 1 00 1 00 9 1 00 1 00 10 1 00 1 00 11 1 00 1 00 12 1 00 1 00 13 1 00 1 00 14 1 00 1 00 15 0 60 0 00 16 0 60 0 00 17 0 60 0 00 18 0 60 0 00 19 0 60 0 00 20 0 60 0 00 21 0 60 0 00 22 0 60 0 00 23 1 14 1 14 24 1 14 1 14 25 1 10 1 10 26 1 10 1 10 27 1 10 1 10 28 1 10 1 10 29 0 46 0 00 30 0 46 0 00 31 1 14 1 14 32 1 10 1 10 33 1 10 1 10 34 0 46 0 00 35 1 00 1 00 36 1 00 1 00 AUXILIARY LOADS Job No Customer Description 4050 Clallum Builders Exc Inc Westport Shipyard Cabinet 4050 Design Loads For Building Components modify Date 8/8/2008 Designed By JRS Checked By 8/ 5/08 8 34am Wind_1 Wind_2 Long_Wind Seismic Aux_Load Live Snow Lt Rt Lt Rt Lt Rt Long Tran Id Coef 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 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 0 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 0 00 1 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 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 0 75 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 0 75 0 00 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 0 75 0 00 0 00 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 0 00 0 75 0 00 0 00 0 00 0 00 0 75 0 00 0 00 0 00 0 00 0 0 00 0 00 0 75 0 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 75 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 0 00 0 75 0 00 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 0 00 0 00 0 75 0 00 0 00 0 00 0 75 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 00 0 00 0 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 0 00 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 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 0 00 0 00 1 00 0 00 0 00 0 00 0 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 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 00 0 00 0 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 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 00 0 00 -0 70 0 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 52 0 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 -0 52 0 0 00 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 52 0 0 00 0 00 0 75 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 00 0 00 0 70 0 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 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 70 0 00 0 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 52 0 00 0 0 00 0 00 0 75 0 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 00 0 00 0 70 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 1 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 Page 19 Of 446 I Customer I Clallum Builders Exc Inc 1;1: 11i I. Job No 4050 Description! Westport Shipyard Cabinet HCI STEEL BUILDING SYSTEMS. INC. RIGID FRAME #4 4050 Design Loads For Building Components No Aux Aux No Aux Id Name Load 2 1 F3UNBSL 1 3 BASIC LOADS Dead 2 5 DESIGN LOADS Load No Id Dead Coll 36 1 1 00 1 00 2 1 00 1 00 2 F3UNBSL 3 ADDITIONAL LOADS No Add Surf Basic Load Add Id Id Type Type 4 1 2 D 2 3 D 3 3 D 4 2 D WIND COEFFICIENTS Surf -Wind 1 Id Left Right 1 0 32 -0 67 2 -0 87 -0 55 3 -0 55 -0 87 4 -0 67 0 32 3 Add_Load Id Coeff 1 0 30 2 1 00 3 0 42 2 0 30 1 1 00 4 0 42 Basic Live Snow Collateral Wind 20 0 25 0 8 0 18 9 BASIC LOADS AT SAVE Seismic Weak_Axis L Weak_Axis R Load SpcEP Wind Seis Wind Seis 6 28 14 48 0 00 0 00 0 00 0 00 modify Fx Fy Mom Dx Dy W1 W2 Co Dll D12 0 62 -0 62 0 080 0 00 50 17 0 62 -0 62 -0 080 0 00 50 17 0 62 -0 62 -0 080 0 00 20 39 0 62 -0 62 0 080 29 79 50 17 De fl Ratio 1 00 Torsion Wind Seis 0 00 0 00 Wind Long_Wind Surface Left Right 1 2 Friction 0 83 -0 16 -0 63 -0 63 0 00 0 51 -0 19 -0 87 -0 55 0 00 0 19 -0 51 -0 55 -0 87 0 00 -0 16 0 83 -0 63 -0 63 0 00 Wind_1 Wind_2 Long_Wind Live Snow Lt Rt Lt Rt Lt Rt 1 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 0 00 0 00 EW_Brace Wind Seis 0 00 0 00 Date 8/8/2008 Designed By JRS Checked By 8/ 5/08 8 34am Conc Dist Seismic Aux_Load Long Tran Id Coef 0 00 0 00 0 0 00 0 00 0 00 0 0 00 Page 20 Of 446 Job No 1 4050 modify l rt ;Inelli l Customer I Clallum Builders Exc Inc Date 8/8/2008 Description Westport Shipyard Cabinet l Designed Byl JRS Checked By HCI STEEL BUILDING SYSTEMS. INC. 4050 Design Loads For Building Components 3 1 00 1 00 0 00 4 1 00 1 00 0 00 5 1 00 0 00 0 00 6 1 00 0 00 0 00 7 1 00 1 00 0 75 8 1 00 1 00 0 75 9 1 00 1 00 0 75 10 1 00 1 00 0 75 11 1 00 1 00 0 00 12 1 00 1 00 0 00 13 1 00 1 00 0 00 14 1 00 1 00 0 00 15 0 60 0 00 0 00 16 0 60 0 00 0 00 17 0 60 0 00 0 00 18 0 60 0 00 0 00 19 0 60 0 00 0 00 20 0 60 0 00 0 00 21 0 60 0 00 0 00 22 0 60 0 00 0 00 23 1 14 1 14 0 00 24 1 14 1 14 0 00 25 1 10 1 10 0 75 26 1 10 1 10 0 75 27 1 10 1 10 0 00 28 1 10 1 10 0 00 29 0 46 0 00 0 00 30 0 46 0 00 0 00 31 1 14 1 14 0 00 32 1 10 1 10 0 75 33 1 10 1 10 0 00 34 0 46 0 00 0 00 35 1 00 1 00 0 00 36 1 00 1 00 0 00 AUXILIARY LOADS No Aux Aux No Aux Id Name Load 2 1 F4UNB SL 1 3 2 F4UNB_SL 3 1 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 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 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 75 0 00 0 00 0 75 0 75 0 00 0 00 0 00 0 00 0 00 0 75 0 00 0 75 0 00 0 00 0 00 0 00 0 75 0 00 0 00 0 75 0 00 0 00 0 00 0 75 0 00 0 00 0 00 0 75 0 00 0 00 0 00 1 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 0 00 0 00 1 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 0 00 0 00 1 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 0 00 0 00 1 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 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 75 0 00 0 00 0 00 0 00 0 00 0 00 0 75 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 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 75 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 0 00 0 00 0 00 Add_Load Id Coeff 1 0 30 2 1 00 3 0 42 3 2 0 30 8/ 5/08 8 34am 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 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 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 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 0 00 0 70 0 0 00 0 00 -0 70 0 0 00 0 00 0 52 0 0 00 0 00 -0 52 0 0 00 0 00 0 52 0 0 00 0 00 -0 52 0 0 00 0 00 0 70 0 0 00 0 00 -0 70 0 0 00 0 70 0 00 0 0 00 0 52 0 00 0 0 00 0 52 0 00 0 0 00 0 70 0 00 0 0 00 0 00 0 00 1 1 00 0 00 0 00 2 1 00 Page 21 Of 446 NCI STEEL BUILDING SYSTEMS, INC. 4050 Design Loads For Building Components ADDITIONAL LOADS No Add Surf Basic Load Add Id Id Type Type 6 1 2 D 2 3 D 3 3 D 4 2 D 5 2 SNOW D 6 3 SNOW D RIGID FRAME #5 BASIC LOADS Dead 2 5 ii 1 1 00 4 0 42 Basic Live Snow Collateral Wind 20 0 25 0 8 0 18 9 BASIC LOADS AT EAVE Seismic Weak_Axis L Weak_Axis_R Load SpcEP Wind Seis Wind Seis 3 28 7 57 0 00 0 00 0 00 0 00 Job No 1 4050 I modify Customer I Clallum Builders Exc Inc I Date 8/8/2008 Description Westport Shipyard Cabinet I Designed BY JRS Fx Fy Mom Dx Dy W1 W2 Co Dll D12 -0 62 -0 62 0 080 0 00 50 17 0 62 -0 62 -0 080 0 00 50 17 0 62 -0 62 -0 080 0 00 20 39 0 62 -0 62 0 080 29 79 50 17 0 43 -0 43 0 000 0 00 50 00 0 43 -0 43 0 000 0 00 50 00 Def l Ratio 1 00 Torsion Wind Seis 0 00 0 00 WIND COEFFICIENTS Surf --Wind 1--- -Wind 2 Long_ Wind Surface Id Left Right Left Right 1 2 Friction 1 0 39 -0 58 0 75 -0 22 -0 65 -0 65 0 00 2 -1 17 -0 68 -0 81 -0 32 -1 17 -0 68 0 00 3 -0 68 -1 17 -0 32 -0 81 -0 68 -1 17 0 00 4 -0 58 0 39 -0 22 0 75 -0 65 -0 65 0 00 DESIGN LOADS Load No Id Dead Coll 36 1 1 00 1 00 2 1 00 1 00 3 1 00 1 00 4 1 00 1 00 5 1 00 0 00 6 1 00 0 00 -Wind 1-- -Wind Long Live Snow Lt Rt Lt Rt Lt Rt 1 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 0 00 0 00 0 00 1 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 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 Checked By 8/ 5/08 8 34am EW_Brace Wind Seis 0 00 0 00 Conc Dist Seismic Aux_Load Long Tran Id Coef 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 0 00 0 00 0 0 00 Page 22 Of 446 NCI STEEL BUILDING SYSTEMS. INC. AUXILIARY LOADS No Aux Aux Aux Id Name 6 1 F5PAT 1 2 F5PATLL 2 3 F5PATLL 3 Job No 4050 Customer Clallum Builders Exc Inc Description Westport Shipyard Cabinet 4050 Design Loads For Building Components 7 1 00 1 00 0 75 0 00 0 75 0 00 0 00 0 00 0 00 0 00 8 1 00 1 00 0 75 0 00 0 00 0 75 0 00 0 00 0 00 0 00 9 1 00 1 00 0 75 0 00 0 00 0 00 0 75 0 00 0 00 0 00 10 1 00 1 00 0 75 0 00 0 00 0 00 0 00 0 75 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 12 1 00 1 00 0 00 0 75 0 00 0 75 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 14 1 00 1 00 0 00 0 75 0 00 0 00 0 00 0 75 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 16 0 60 0 00 0 00 0 00 0 00 1 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 18 0 60 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 00 0 00 19 0 60 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 00 20 0 60 0 00 0 00 0 00 0 00 0 00 0 00 0 00 -1 00 0 00 21 0 60 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 00 22 0 60 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 -1 00 23 1 14 1 14 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 25 1 10 1 10 0 75 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 27 1 10 1 10 0 00 0 75 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 29 0 46 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 31 1 14 1 14 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 32 1 10 1 10 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 33 1 10 1 10 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 00 34 0 46 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 35 1 00 1 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 No Load 3 Add_Load Id Coeff 1 0 50 2 0 50 3 0 50 3 2 0 50 3 0 50 4 0 50 2 1 0 50 4 0 50 modify Date Designed By Checked By 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 8/ 5/08 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 70 52 52 70 00 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 0 0 0 0 0 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 70 70 52 52 52 52 70 70 00 00 00 00 00 00 8/8/2008 JRS Page 23 Of 446 8 34am 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 5 1 00 6 1 00 HCI STEEL BUILDING SYSTEMS, INC. Job No Customer) Clallum Builders Exc Inc Description Westport Shipyard Cabinet 4050 4050 Design Loads For Building Components 8/ 5/08 8 34am 4 F5PATLL 4 2 2 0 50 3 0 50 5 F5UNBSL 5 3 5 0 30 6 1 00 7 0 42 6 F5UNBSL 7 3 6 0 30 5 1 00 8 0 42 ADDITIONAL LOADS No Add Surf Basic Load Fx Fy Mom Dx Dy Conc Add Id Id Type Type W1 W2 Co Dll D12 Dist 10 1 2 D -0 31 -0 31 0 080 0 00 33 45 2 2 D -0 31 -0 31 0 080 33 45 50 17 3 3 D -0 31 -0 31 -0 080 0 00 16 72 4 3 D -0 31 -0 31 -0 080 16 72 50 17 5 2 D -0 31 -0 31 0 080 0 00 50 17 6 3 D -0 31 -0 31 -0 080 0 00 50 17 7 3 D -0 31 -0 31 -0 080 0 00 20 39 8 2 D -0 31 -0 31 0 080 29 79 50 17 9 2 SNOW D -0 65 -0 65 0 000 0 00 50 00 10 3 SNOW D -0 65 -0 65 0 000 0 00 50 00 4050 Reactions, Anchor Bolts, Base Plates 8/ 5/08 8 34am FACTORED LOADS modify Date 8/8/2008 Designed By JRS Checked By 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 8 C 11 5 4 -8 5 12 -4 9 -8 5 2 0 750 8 00 7 94 0 500 2 0 0 41 5 11 5 4 -8 5 8 B 11 5 4 -8 5 12 -4 9 -8 5 2 0 750 8 00 7 94 0 500 2 0 0 41 5 11 5 4 -8 5 2 A 2 41 9 41 1 3 -12 4 -11 8 8 0 750 6 00 18 81 0 500 2 D 4 12 4 -11 8 2 -41 9 41 1 8 0 750 6 00 18 81 0 500 Page 24 Of 446 HCI STEEL BUILDING SYSTEMS, INC. 4050 Reactions, Anchor Bolts, Base Plates 8/ 5/08 2 -41 8 41 1 3* A 2 47 7 47 2 2 47 7 47 3 3* D 4 16 2 -15 6 2 -47 7 47 3 7 A 2 71 8 69 4 2 71 8 69 5 7 D 4 17 0 -15 3 2 -71 8 69 5 8 A 5 5 9 16 8 2 4 8 18 9 8 D 7 2 6 -2 8 2 -4 8 18 8 1 1 7 2 22 0 27 2 1 88 3 4 4 5 -6 8 2 -22 2 31 0 8 33 3 8 0 5 33 2 2 0 1 38 2 8 66 7 8 0 4 27 8 2 -0 1 38 2 3* Frame Lines 3 4 5 6 Load Load Id Combination Job No 4050 Customer Clallum Builders Exc Inc Description 1. Westport Shipyard Cabinet 4 12 4 -11 8 3 -16 2 -15 6 2 -47 7 47 2 4 16 2 -15 6 3 -17 0 -15 3 2 -71 8 69 5 4 17 0 -15 3 6 -2 6 -2 8 3 -2 4 -4 3 8 -5 9 16 8 4 2 4 -4 3 3 -5 2 -5 6 2 -22 2 31 0 4 4 5 -6 8 5 -0 4 27 8 9 0 0 -8 2 5 -0 5 33 2 10 0 0 -8 2 1 DL +CL +FIUNBSL 7 2 DL +CL +SL 3 0 60DL +WL1 4 0 60DL +WR1 5 1 10DL +1 10CL +0 75SL +0 52Seis_R 6 0 60DL +WL2 7 0 60DL +WR2 8 1 10DL +1 10CL +0 75SL +0 52Seis_L 9 0 60DL- LnWndl 10 0 60DL- LnWnd2 11 0 60DL +WS +LnWndl 12 0 60DL +WP +LnWndl 13 1 20DL +1 20CL +Seis R 6 1 000 6 1 000 8 1 000 8 1 000 4 0 750 4 0 750 4 0 875 4 0 875 4 0 750 4 0 750 modify Date 8/8/2008 Designed By1 JRS Checked By Page 25 Of 446 8 34am 8 00 14 81 0 500 8 00 14 81 0 500 8 00 19 13 0 500 8 00 19 13 0 500 6 00 13 81 0 500 6 00 13 81 0 500 8 00 24 06 0 500 8 00 24 06 0 500 8 00 7 94 0 500 8 00 7 94 0 500 r r HCI STEEL BUILDING SYSTEMS. INC. Wall Loc Line LEW 1 R EW 8 Frame Col Line Line 1 1 7 1 88 3 Frame Col Line Line 1 1 7 1 88 3 Job No 4050 modify Customer Clallum Builders Exc Inc Date 8/8/2008 Description Westport Shipyard Cabinet I Designed By JRS Checked By 4050 Reactions, Anchor Bolts, Base Plates 8/ 5/08 BRACING /PANEL SHEAR REACTIONS Col Line F SW D 3, 4 0 72 6 ,7 0 72 B SW A 7 ,6 0 72 4 ,3 0 72 Reactions(k) Panel Wind Seismic Shear Horz Vert Horz Vert (lb /ft) Rigid Frame At Endwall Rigid Frame At Endwall 4050 Additional Reactions Report Rigid Frame Column Reactions Dead Horz Vert 1 9 3 0 1 9 3 6 Wind_R1 Horz Vert 3 7 -5 0 5 6 -9 0 0 42 15 84 9 24 0 42 15 84 9 24 0 42 15 84 9 24 0 42 15 84 9 24 Collateral Live Horz Vert Horz Vert 2 3 2 8 5 9 7 1 2 3 3 6 -5 9 8 9 Wind_L2 Wind_R2 Horz Vert Horz Vert 4 5 -4 9 -2 6 -2 6 3 3 -3 6 4 0 -5 9 8/ 5/08 Snow Horz Vert 17 8 21 4 -18 0 23 8 LnWind_1- Horz Vert 5 3 -7 2 5 6 -6 8 8 34am 8 34am Wind L1 Horz Vert -6 3 -7 4 4 3 -6 6 LnWind_2- Horz Vert 4 9 -5 2 4 6 -8 8 Page 26 Of 446 HCI STEEL BUILDING SYSTEMS. INC. 4050 Additional Reactions Report Frame Col Line Line 1 1 7 1 88 3 Frame Col Line Line 1 1 7 1 88 3 2 A 2 D Frame Col Line Line 2 A 2 D Frame Col Line Line 2 A 2 D 1 Job No 1 4050 Customer l Clallum Builders Exc Inc Description Westport Shipyard Cabinet Seismic_L- Horz Vert 2 1 -0 7 2 1 0 7 F1PAT_LL 3 Horz Vert -0 2 0 0 0 2 1 2 Frame Col Dead Line Line Horz Vert 4 3 4 9 Wind_R1 Horz Vert -11 0 -11 1 15 0 -14 7 Seismic_L- Horz Vert 4 8 -1 4 -4 8 1 4 Frame Col Dead Line Line Horz Vert 1 Seismic_R- Horz Vert 2 1 0 7 2 1 -0 7 F1PAT_LL 4 Horz Vert 3 8 4 4 3 8 4 4 Collateral Horz Vert 4 3 4 9 8 0 7 7 20 0 19 2 8 0 7 7 -20 0 19 2 Wind_L2 Horz Vert 9 4 -8 2 5 4 -4 6 Seismic_R- Horz Vert 4 8 1 4 4 8 -1 4 Collateral Horz Vert Ln_Seismic Horz Vert 0 0 0 0 0 0 0 0 F1UNB_SL 5 Horz Vert 5 2 4 3 5 1 10 4 Live Horz Vert Wind_R2 Horz Vert 5 4 -4 6 9 4 -8 2 Ln_Seismic Horz Vert Live Horz Vert modify Date l 8/8/2008 Designed Byl JRS Checked By 8/ 5/08 F1PAT_LL 1 Horz Vert 3 8 4 5 3 8 4 4 F1UNB_SL 7 Horz Vert 6 5 8 7 6 5 6 0 Snow Horz Vert 29 6 28 5 29 6 28 5 LnWind1- Horz Vert 11 1 -14 3 11 6 -11 5 F2UNB_SL 1 Horz Vert Snow Horz Vert 8 34am F1PAT_LL 2 Horz Vert 3 7 4 3 -3 7 5 6 -Wind Ll Horz Vert 15 0 -14 7 11 0 -11 1 LnWind_2- Horz Vert 11 6 -11 5 11 1 -14 3 F2UNB_SL 3 Horz Vert 0 0 0 0 19 5 13 0 19 4 22 3 0 0 0 0 -19 4 22 3 -19 4 13 0 Wind_L1 Horz Vert 3* A 5 3 6 0 10 3 10 0 25 7 25 0 32 2 31 2 -19 3 -19 1 3* D -5 3 6 0 -10 3 10 0 -25 7 25 0 -32 2 31 3 14 1 -14 5 Page 27 Of 446 NCI STEEL BUILDING SYSTEMS. INC. Job No 1 4050 modify Customer) Clallum Builders Exc Inc I Date 8/8/2008 Description) Westport Shipyard Cabinet I Designed By JRS 4050 Additional Reactions Report Frame Col Line Line 3 A 3 D Frame Col Line Line 3 A 3 D Frame Col Line Line 7 A 7 D Frame Col Line Line 7 A 7 D Frame Col Line Line 7 A 7 D Frame Col Line Line 8 A 8 D Wind_R1 Horz Vert 14 1 -14 5 19 3 -19 1 Seismic_L- Horz Vert 6 3 -1 9 6 3 1 9 Dead Horz Vert 5 9 6 7 5 9 6 7 Wind_R1 Horz Vert 13 3 -14 3 20 6 -19 3 Seismic_L- Horz Vert 6 3 -1 9 -6 3 1 9 Dead Horz Vert 0 2 1 2 0 2 1 2 Wind_L2 Horz Vert 12 2 -10 6 6 9 -5 9 Seismic_R- Horz Vert 6 3 1 9 6 3 -1 9 Collateral Horz Vert 10 6 10 0 10 6 10 0 Wind_L2 Horz Vert 13 8 -10 8 6 4 -5 8 Seismic_R- Horz Vert 6 3 1 9 6 3 -1 9 Collateral Horz Vert 0 4 1 6 0 4 1 7 Wind R2 Horz Vert Ln_Seismic Horz Vert Checked By 8/ 5/08 LnWind_1- Horz Vert 6 9 -5 9 -14 4 -19 1 12 2 -10 6 15 0 -15 4 F3UNBSL 1 Horz Vert 0 0 -12 1 25 0 16 9 0 0 -12 1 -24 9 29 0 Live Snow Horz Vert Horz Vert 26 3 25 0 55 4 52 8 -26 3 25 0 -55 4 52 6 Wind_R2 Horz Vert LnWind1- Horz Vert 6 4 -5 8 -14 7 -19 1 13 8 -10 8 15 4 -15 4 Ln_Seismic F4UNB_SL 1 Horz Vert Horz Vert 0 0 -12 1 25 7 16 9 0 0 -12 1 -25 6 29 1 Live Snow Horz Vert Horz Vert 1 0 4 1 4 1 16 0 1 1 4 2 -3 9 15 7 8 34am LnWind_2- Horz Vert 15 0 -15 4 14 4 -19 1 F3UNBSL 3 Horz Vert 24 9 29 0 25 0 16 9 Wind_L1 Horz Vert 20 6 -19 3 13 3 -14 3 LnWind_2- Horz Vert 15 4 -15 4 14 7 -19 1 F4UNBSL 3 Horz Vert 25 6 29 1 -25 7 16 9 Wind_L1 Horz Vert 2 5 -5 0 0 9 -2 4 Page 28 Of 446 Job 4050 rt:Ili Customer I Clallum Builders Exc Inc D escription Westport Shipyard Cabinet HCI STEEL BUILDING SYSTEMS. INC. 4050 Additional Reactions Report 8 33 3 0 0 2 2 0 0 3 5 0 0 8 6 -0 1 32 2 0 0 -8 6 8 66 7 0 0 2 2 0 0 3 4 0 0 8 5 -0 1 32 6 0 0 -6 2 Frame Col Wind_R1 Wind_L2 Wind_R2 LnWind_1- LnWind_2- Line Line Horz Vert Horz Vert Horz Vert Horz Vert Horz Vert 8 A 0 9 -2 4 -2 7 -3 5 0 7 -0 8 0 4 -4 5 -0 1 -3 2 8 D 2 5 -5 0 -0 7 -0 8 2 7 -3 5 0 1 -3 2 -0 4 -4 5 8 33 3 0 0 -6 2 0 0 -5 8 0 0 -3 4 0 0 -9 5 0 0 -4 9 8 66 7 0 0 -8 6 0 0 -3 4 0 0 -5 8 0 0 -4 9 0 0 -9 5 Frame Col Seismic_L- Seismic_R- Ln_Seismic F5PATLL 1 F5PATLL 2 Line Line Horz Vert Horz Vert Horz Vert Horz Vert Horz Vert 8 A -3 3 -2 3 3 2 2 3 0 0 0 0 0 2 2 1 0 2 -0 1 8 D -3 2 2 3 3 3 -2 3 0 0 0 0 -0 2 -0 1 -0 2 2 1 8 33 3 0 1 3 6 0 1 -3 6 0 0 0 0 0 0 6 3 0 0 2 2 8 66 7 -0 1 -3 6 -0 1 3 6 0 0 0 0 0 0 2 2 0 0 6 3 Frame Col F5PAT_LL 3 F5PAT_LL 4 F5UNB_SL 5 F5UNB_SL 7 Line Line Horz Vert Horz Vert Horz Vert Horz Vert 8 A 0 9 3 1 -0 3 -0 5 0 8 1 7 0 7 4 6 8 D -0 9 3 1 0 3 -0 5 -0 7 4 6 -0 8 1 7 8 33 3 0 0 2 2 0 0 3 2 0 0 3 7 0 0 13 3 8 66 7 0 0 2 2 0 0 3 2 0 0 13 3 0 0 3 7 3* Frame Lines 3 4 5 6 Endwall Column Reactions modify Date 8/8/2008 Designed By JRS Checked By 8/ 5/08 8 34am Out_Of_Plane Frame Col Dead Coll Live Snow Brc_ Wind L- Brc_ Wind R- Wind_P Wind_S Line Line Vert Vert Vert Vert Horz Vert Horz Vert Horz Horz I 8 C See Rigid Frame reactions table -4 9 5 4 Page 29 Of 446 HCI STEEL BUILDING SYSTEMS. INC. Building Data Job No Customer Description 4050 Seismic Design Report Frame Col -Aux_ 6 -Aux_ 7 -Aux_ 8 Line Line Horz Vert Horz Vert Horz Vert 4050 Clallum Builders Exc Inc Westport Shipyard Cabinet Endwall Column Reactions 8 C 0 0 2 4 0 0 4 6 0 0 4 7 8 B 0 0 6 3 0 0 4 6 0 0 4 7 Code =IBC 06 Length 163 33 Width 100 00 Left Eave Height 17 00 Right Eave Height 17 00 modify Date Designed By Checked By 8/8/2008 JRS 4050 Additional Reactions Report 8/ 5/08 8 34am 8 B See Rigid Frame reactions table -4 9 5 4 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 -Aux_ 1 -Aux_ 2 -Aux_ 3 -Aux_ 4 -Aux_ 5 Line Line Horz Vert Horz Vert Horz Vert Horz Vert Horz Vert 8 C 0 0 4 3 0 0 13 6 0 0 3 4 0 0 -0 5 0 0 6 3 8 B 0 0 1'3 6 0 0 4 3 0 0 -0 5 0 0 3 4 0 0 2 4 8/ 5/08 8 34am Page 30 Of 446 r 1 r L HCI STEEL BUILDING SYSTEMS, INC. Job No [4050 modify Customer Clallum Builders Exc Inc I Date 8/8/2008 Description Westport Shipyard Cabinet I Designed By JRS 4050 Seismic Design Report Seismic Formula Base Shear, V 0 667 *Ie *Fa *Ss *W /R Vmin 0 O1 *W Vmax Shc *Ie *W /(T *R Checked By 8/ 5/08 8 34am Shear Force, E Rho *V T 0 270 (Rigid frame, endwall frame, wind bent, wind column base reactions) Shear Force, Em Omega *V T 0 167 (Wall diagonal bracing, splice at rigid frame wind bent knee) Note Applied load is seismic force multiplied by load combination Fa *Ss Zone /Design Category= Ie S1 Sdl Sds Seismic Dead Load, W Seismic Forces 1 456 D 1 000 0 600 0 556 0 971 Snow Factor 0 000 Roof Dead +Collat 10 50 (psf) Frame Dead 2 00 (psf) Roof Total 12 50 (psf) L_EW Dead 0 50 (psf) F SW Dead 2 50 (psf) R_EW Dead 0 50 (psf) B_SW Dead 2 50 (psf) Weight= 204 17 (k) Weight= 0 48 (k) Weight= 3 47 (k) Weight= 0 48 (k) Weight= 3 47 (k) Total 212 06 (k) Page 31 Of 446 r NCI STEEL BUILDING SYSTEMS, INC. 4050 Seismic Design Report Roof Bracing Sidewall Bracing Front R 3 25, Rho= 1 30, Omega= 2 00 W 106 03 (k) Force, V 31 68 (k) Force, Em 63 36 (k) Force, E 41 19 (k) Back R 3 25, Rho= 1 30, Omega= 2 00 W 106 03 (k) Force, V 31 68 (k) Force, Em 63 36 (k) Force, E 41 19 (k) Rigid Frames Job No I 4 050 Customer l Clallum Builders Exc Inc Description) Westport Shipyard Cabinet R 3 25 Rho= 1 30 W 205 12 (k) Force, V 61 29 (k) Force, E 79 69 (k) R 3 25, Rho= 1 30 Frame 1 W 10 86 (k) Force, V 3 25 (k) Force, E 4 22 (k) Frame 2 W 24 86 (k) Force, V 7 43 (k) Force, E 9 66 (k) Frame 3 W 32 38 (k) Force, V 9 68 (k) Force, E 12 58 (k) Frame 4 W 32 33 (k) Force V 9 66 (k) Force, E 12 56 (k) Frame 5 W 16 89 (k) Force, V 5 05 (k) Force, E 6 56 (k) End Plates Frame R 3 25, Omega= 3 00 modify Date 8/8/2008 Designed By JRS Checked By 8/ 5/08 8 34am Page 32 Of 446 HCI STEEL BUILDING SYSTEMS. INC. 1)JOBID '4050' 2)PROGRAM OPTIONS Run Run Run Purlin Panel Brace rYr rYr rYr 3)DESIGN CODE *Design Steel_ Code Code Cold Hot 'WS' 'NAUS01' 'AISCO5' 4)DESIGN CONSTANTS Stress_Ratio Purlin Panel Wind_Frame Wind 1 0300 1 03 1 03 1 000 6)DEFLECTION LIMITS Purlin Extension Live Wind Total Live Wind Total 150 0 150 0 0 0 150 0 150 0 0 0 Job No 4050 modify Customer Clallum Builders Exc Inc Date 8/8/2008 Description Westport Shipyard Cabinet Designed Byl JRS Checked By *4050 Roof Design Input 7/31/08 2 28pm Lap Stiff 0 50 Build Seismic Country Code Year Zone 'IBC "06"D 'D Strength_ Factor Seismic Frame Brace 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 7)REPORTS Input Purlin Purlin Eave Roof Cable Echo Design Summary Strut Panel Brace Ir '2' rYr rYr Ty, 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 30 000 'Y 4 000 'Y' 'N' 'Y' 'N' Facia Panel Facia Wind_Frame Girt Live Wind Panel Wind Seis 90 0 60 0 60 0 60 0 60 0 50 0 Page 33 Of 446 NCI STEEL BUILDING SYSTEMS, INC. 9)SURFACE SHAPE No X_Coord Y_Coord Surf (ft) (ft) 4 0 0000 17 0000 50 0000 21 1667 100 0000 17 0000 100 0000 0 0000 (10)WALL BAY SPACING Wall Sets_Of Bay No Id Bays Width Bays 1 1 100 0000 1 2 2 13 3333 1 25 0000 6 3 1 33 3333 3 4 2 25 0000 6 13 3333 1 5 2 13 3333 1 25 0000 6 Job No 1 4050 modify Customer Clallum Builders Exc Inc I Da te 8/8/2008 Description) Westport Shipyard Cabinet I Designed By JRS Checked By (11)FRAMED OPENINGS Wall No Bay Open Open Open Open Id Opens Id Width Height Offset Type 1 0 2 1 2 16 0000 12 0000 3 0000 1 3 0 4 1 6 16 0000 12 0000 6 0000 1 (12)PARTIAL WALLS Wall Set_Of Bay_Id Wall Base Full Id Bays Start End Height Type Load Use 1 0 2 0 3 0 4 0 (13)SURFACE EXTENSION /FRAME RECESS Surf Surf_Ext Frame_Recess Rafter_Size Id Left Right Left Right Left Right Page 34 Of 446 HCI STEEL BUILDING SYSTEMS. INC. 2 0 0000 0 0000 2 5000 0 3333 3 0 0000 0 0000 2 5000 0 3333 (14)PURLINS Surf Purlin OS_Flg IS_Flg Id Type Brace Brace 2 'ZB' 'C' 'N' 3 'ZB' 'C' 'N' *(15)PURLIN SPACING Surf Peak Max Set Set Of -Set Space- Id Space Space Space Space Space No 2 1 0000 5 0100 0 0000 0 3 1 0000 5 0100 0 0000 0 (16)PURLIN SIZE Surf Set No Id Purl Purl Purlin_Size 2 'N' 0 3 'N' 0 (17)PANELS Wall Panel 'HHR 26 Roof Panel 'HHR 26 Job No 4050 Customer I Clallum Builders Exc Inc Description Westport Shipyard Cabinet Standing Seam 'N' Set Depth 0 000 0 000 (18)EAVE STRUT GIRT *Wall Eave Girt Girt Id Type Type Size Offset 2 'EO' 'ZB' '8Z25U16 0 000 4 'EO' 'ZB' '8Z25U16 0 000 Set_Lap Ext Int 0 0000 0 0000 0 0000 0 0000 Insulation Use Thick 'N' 0 000 Proj Gutter 0 000 'N' 0 000 'N' (19)WIND FRAMING SELECTION Order_Of_Selection Wall Panel Diagonal Wind Wind Weak_Axis Id Shear Bracing Bent Column Bending 2 'N' Y 'N' 'N 'N' 4 'N' 'Y 'N' 'N' N' 5 'N' 'Y (20)ROOF DIAGONAL BRACING Max_Pan Brace Each User_Selected_Roof_Bays Shear Type EW No Bay_Id 100 0 'R' 'Y' 1 3 1 6 'W30x90 'W30x90 'W30x90 'W30x90 modify Date 8/8/2008 Designed By JRS Checked By Max_Unbr Length 0 0000 0 0000 Page 35 Of 446 r r HCI STEEL BUILDING SYSTEMS. INC. Job No 4050 modify Customer I Clallum Builders Exc Inc l Date 1 8/8/2008 Description Westport Shipyard Cabinet Designed Byl JRS Checked By (21)ROOF BRACING ATTACHMENT *Wall No Id Attach Attach_Location 1 5 0 0000 33 3334 50 0000 66 6667 100 0000 3 5 0 0000 33 3334 50 0000 66 6667 100 0000 (22)SIDEWALL DIAGONAL BRACING Wall Max_Pan Brace User Selected SW Bays Id Shear Type No Bay_Id 2 100 0 R2' 2 3 6 4 100 0 'R2' 2 2 5 (23)PORTAL FRAME *Wall Member Column Rafter No Id Type Depth Size Depth Size Bays Bay_Id 2 'W' 0 00 0 00 0 4 'W' 0 00 0 00 0 (24)WIND COLUMNS Wall Member Column No Left/ Id Type Depth Size Col Bay_Id Right 2 'R' 0 00 0 4 'R' 0 00 0 (25)WALL BRACING ATTACHMENT *Wall No Attach Bay_Id No Level Id Attach Id Start End Connect Option Level Height Strut 2 1 1 1 7 'F' 0 1 17 0000 'E' 4 0 1 2 1 7 'F' 0 1 17 0000 'E' (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 (28)EAVE EXTENSIONS SIZE Page 36 Of 446 HCI STEEL BUILDING SYSTEMS. INC. (29)EAVE EXTENSIONS PURLINS (30)CANOPY SIZE (31)CANOPY PURLINS (33)FACIA /PARAPET LAYOUT (34)FACIA /PARAPET SIZE *(35)FACIA /PARAPET PURLINS Job No 4050 Customer I Clallum Builders Exc Inc Description) Westport Shipyard Cabinet modify Date 1 8/8/2008 Designed Byl JRS Checked By *Wall No Ext Bay_Id Extension_Size Edge_Extend Eave *Id Extend Id Start End Height Width Slope Left Right Type 2 0 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 *Id Extend Id Start End Height Width Slope Left Right Type 1 0 2 0 3 0 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 (32)CANOPY PANELS, GUTTER DOWNSPOUT *Ext Panel Standing Gutter Downspout *Id Size Seam Use Color No Color *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 *Ext Extension_Size Facia Arm Back Facia *Id Height Width Slope Elev Height Slope Slope Slope Project Page 37 Of 446 r NCI STEEL BUILDING SYSTEMS. INC. *Ext Purlin OS_Flg IS_Flg Set *Id Type Brace Brace Depth (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 *Id Shear Type No Bay Id (38)WALL BASE ELEVATION /DEAD *Wall Base Wall Seis Id Elev Dead Opt 1 0 00 0 50 'Y' 2 0 00 2 50 'Y' 3 0 00 0 50 'Y' 4 0 00 2 50 '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 Wind Press Suct 10 0 -20 4 0 0 -31 6 10 0 -22 3 1 5 -1 5 1 5 -1 5 28 4 -18 9 Job No Customer Description Wind Suct_Roof 4050 modify Deflection Wind Snow Basic Load Ratio Load Load Wind Snow Wind Seis Factor 25 0 18 9 1 00 1 00 1 00 1 00 Purlins Purlins, Gable Extension Interior Roof Panels -20 4 Long Bracing, Building Long Bracing, Wall Edge Zone 15 1 Long Bracing, Facia /Parapet (41)EDGE AND CORNER ZONES FOR PURLINS AND PANELS Clallum Builders Exc Inc I Date 1 8/8/2008 Westport Shipyard Cabinet I Designed By JRS Checked By Set_Lap Max_UnBr Peak Max Set Ext Int Length Space Space Space Page 38 Of 446 Wall Seis Frict Edge Ld_Rat Coef Zone Factor Snow 0 0000 13 600 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 L NCI STEEL BUILDING SYSTEMS. INC. 2 'L' 'C' 'R' 3 'L' 'C' 'R' 6 80 0 00 0 00 0 00 0 00 6 80 (42)EXTENSION BASIC LOADS *Ext Dead Collat *Id Load Load (43)PURLIN DESIGN LOADS Surf Id 2 3 6 80 6 80 6 80 6 80 6 80 6 80 Job No 4050 modify Customer Clallum Builders Exc Inc Date Description 1 18 2 1 18 1 1 18 1 1 18 1 1 18 1 1 18 2 Live Snow Load Load Westport Shipyard Cabinet 53 68 68 68 68 53 6 80 0 00 0 00 0 00 0 00 6 80 1 18 1 00 1 00 1 00 1 00 1 18 1 1 1 1 1 1 68 00 00 00 00 68 Purlin_Wind Attach_Beam Facia_Beam Press Suct Press Suct Designed Byl JRS Checked By 6 80 0 00 0 00 0 00 0 00 6 80 6 80 6 80 6 80 6 80 6 80 6 80 No Load Wind Wind Aux Load Load Id Dead Collat Live Snow Press Suct Id Coef 23 1 1 00 1 00 1 00 0 00 0 00 0 00 0 0 00 2 1 00 1 00 0 00 1 42 0 00 0 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 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 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 6 1 00 10 1 00 1 00 0 00 0 50 0 00 0 00 7 1 00 11 1 00 1 00 0 00 0 50 0 00 0 00 8 1 00 12 1 00 1 00 0 00 0 50 0 00 0 00 1 1 00 13 1 00 1 00 0 00 0 50 0 00 0 00 2 1 00 14 1 00 1 00 0 00 1 00 0 00 0 00 1 -1 00 15 1 00 1 00 0 00 1 00 0 00 0 00 2 -1 00 16 1 00 1 00 0 00 0 00 0 00 0 00 3 1 60 17 1 00 1 00 0 00 0 00 0 00 0 00 4 1 60 18 1 00 1 00 0 00 0 00 0 00 0 00 5 1 60 19 1 00 1 00 0 00 0 00 0 00 0 00 6 1 60 20 1 00 1 00 0 00 0 00 0 00 0 00 7 1 60 21 1 00 1 00 0 00 0 00 0 00 0 00 8 1 60 22 1 00 1 00 0 00 0 00 0 00 0 00 9 1 60 23 1 00 1 00 0 00 0 00 0 00 0 00 10 1 60 23 1 1 00 1 00 1 00 0 00 0 00 0 00 0 0 00 2 1 00 1 00 0 00 1 42 0 00 0 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 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 8/8/2008 Page 39 Of 446 1 18 2 53 1 18 1 68 1 18 1 68 1 18 1 68 1 18 1 68 1 18 2 53 Panel_Wind Attach_Beam Facia_Beam Press Suct Press Suct r HCI STEEL BUILDING SYSTEMS. INC. Job No (44)PURLIN DESIGN LOADS Deflection Surf No Load Wind Wind Aux_Load Id Load Id Dead Collat Live Snow Press Suct Id Coef 2 2 24 0 00 0 00 1 00 0 00 0 00 0 00 0 0 00 25 0 00 0 00 0 00 1 42 0 00 0 00 0 0 00 3 2 24 0 00 0 00 1 00 0 00 0 00 0 00 0 0 00 25 0 00 0 00 0 00 1 42 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 2 0 60 0 00 0 00 0 00 1 00 1 00 0 00 0 0 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 5 1 00 1 00 0 00 0 75 0 00 0 00 0 52 0 0 00 6 0 60 0 00 0 00 0 00 0 00 0 00 1 00 0 0 00 (46)BRACING DESIGN LOADS Brace 4050 modify Customer Clallum Builders Exc Inc Date 8/8/2008 Description Westport Shipyard Cabinet I Designed Byl JRS Checked By 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 6 1 00 10 1 00 1 00 0 00 0 50 0 00 0 00 7 1 00 11 1 00 1 00 0 00 0 50 0 00 0 00 8 1 00 12 1 00 1 00 0 00 0 50 0 00 0 00 1 1 00 13 1 00 1 00 0 00 0 50 0 00 0 00 2 1 00 14 1 00 1 00 0 00 1 00 0 00 0 00 1 -1 00 15 1 00 1 00 0 00 1 00 0 00 0 00 2 -1 00 16 1 00 1 00 0 00 0 00 0 00 0 00 3 1 60 17 1 00 1 00 0 00 0 00 0 00 0 00 4 1 60 18 1 00 1 00 0 00 0 00 0 00 0 00 5 1 60 19 1 00 1 00 0 00 0 00 0 00 0 00 6 1 60 20 1 00 1 00 0 00 0 00 0 00 0 00 7 1 60 21 1 00 1 00 0 00 0 00 0 00 0 00 8 1 60 22 1 00 1 00 0 00 0 00 0 00 0 00 9 1 60 23 1 00 1 00 0 00 0 00 0 00 0 00 10 1 60 No Load Wind Wind Aux_Load Load Id Dead Collat Live Snow EW Roof Seis Id Coef 4 7 1 00 1 00 0 00 1 00 1 00 1 00 0 00 0 0 00 8 0 60 0 00 0 00 0 00 1 00 1 00 0 00 0 0 00 9 1 00 1 00 0 00 0 00 0 00 0 00 1 00 0 0 00 Page 40 Of 446 HCI STEEL BUILDING SYSTEMS, INC. (49)PANEL DESIGN LOADS Job No Customer Description (47)EXTENSION DESIGN LOADS 10 0 60 0 00 0 00 0 00 No Load Wind Wind Aux_Load Load Id Dead Collat Live Snow Press Suct Id Coef 0 (48)EXTENSION DESIGN LOADS Deflection No Load Wind Wind Aux_Load Load Id Dead Collat Live Snow Press Suct Id Coef 0 No Load Wind Wind Load Id Dead Collat Live Snow Press Suct 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 3 1 00 0 00 0 00 0 00 0 00 1 00 (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 Aux Id Name Combs Id Coef 10 1 1 1 0 50 2 1 7 0 50 3 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 2 5 0 50 6 0 50 4050 modify Clallum Builders Exc Inc I Date 8/8/2008 Westport Shipyard Cabinet Designed Byl JRS Checked By 0 00 0 00 1 00 0 0 00 Page 41 Of 446 HCI STEEL BUILDING SYSTEMS. INC. 8 9 10 *Ext Data r ili Job No Customer Description (54)PURLIN LAPS Extensions Set _l 4050 modify Clallum Builders Exc Inc Date 8/8/2008 Westport Shipyard Cabinet I Designed By JRS Checked By 2 6 0 50 7 0 50 4 1 0 50 3 0 50 5 0 50 7 0 50 3 2 0 50 4 0 50 6 0 50 (52)ADDITIONAL LOADS No Add Surf Basic Load Fy Dx Conc Add Id Id Load Type W1 W2 Dxl Dx2 Dist 7 1 0 'D -25 0 -25 0 0 00 13 33 2 0 1 'D -25 0 -25 0 13 33 38 33 3 0 'D -25 0 -25 0 38 33 63 33 4 0 'D -25 0 -25 0 63 33 88 33 5 0 'D -25 0 -25 0 88 33 113 33 6 0 'D -25 0 -25 0 113 33 138 33 7 0 'D -25 0 -25 0 138 33 163 33 (53)PURLIN LAPS *Surf Data Set _l Set _2 Set _3 Id Opt Sets Left Right Quan Left Right Quan Left Right Quan 2 0 3 0 Set _2 Set _3 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 ---Set ---Set Id Opt Sets Strap Quan Strap Quan Strap Quan Strap Quan (57)PANEL SCREWS No Screw Washer Screw Screw *Zone Zone Part Dia Dia Space Strength Page 42 Of 446 NCI STEEL BUILDING SYSTEMS. INC. Job No Customer Description 4 'INT "1214112 0 210 0 500 12 000 EDGE' '1214112 0 210 0 500 12 000 'CORN' '1214112 0 210 0 500 12 000 'BASE' '1214112 0 210 0 500 12 000 Code file used was ROOFIBC 06 Version 3 0 4050 Roof Design Code 8/ 5/08 8 27am 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) 4050 Purlin Layout Report (Surface 2) SURFACE LAYOUT Surface No Peak Id Length Row Space 2 50 173 10 1 000 PURLIN LOCATION 4050 Clallum Builders Exc Inc Westport Shipyard Cabinet Purlin Surf Load Dead Edce Show Id Offset Space Width Load Wird Report 1 000 1 000 1 000 1 900 modify Date 8/8/2008 Designed By JRS Checked By 8/ 5/08 8 27am Page 43 Of 446 HCI STEEL BUILDING SYSTEMS. INC. 4050 Purlin Layout Report (Surface 2) 1 4 917 4 917 4 917 1 04 Y Y 2 9 835 4 917 4 917 1 04 3 14 752 4 917 4 917 1 04 4 19 669 4 917 4 917 1 04 5 24 587 4 917 4 917 1 04 6 29 504 4 917 4 917 1 04 7 34 421 4 917 4 917 1 04 8 39 339 4 917 4 917 1 04 Y 9 44 256 4 917 4 917 1 04 10 49 173 4 917 3 459 1 48 50 173 1 000 PURLIN LAYOUT Bay Span Purlin Id Id Size 1 11Z25U14 2 50 0 10 3 103 5 1 2 11Z25U14 10 83 2 88 0 56 8 567 5 2 3 11Z25U14 25 00 2 88 1 88 0 123 2 1231 6 3 4 11Z25U14 25 00 1 88 1 88 0 119 0 1190 3 4 5 11Z25U14 25 00 1 88 1 88 0 119 0 1190 3 5 6 11Z25U14 25 00 1 88 1 88 0 119 0 1190 3 6 7 11Z25U14 25 00 1 88 2 88 0 123 2 1231 6 7 8 11Z25U12 24 67 2 88 0 161 4 1613 9 9 11Z25U12 0 33 0 2 0 19 5 SPECIAL LOADS Load_Location Start End Load Type 0 000 6 800 Edge Zone Wind Job No 1 4050 modify Customer Clallum Builders Exc Inc I Date 1 8/8/2008 Description) Westport Shipyard Cabinet I Designed By JRS Checked By Span Lap(ft) No Unit Total (ft) Left Right Brace Weight Weight Total(lb)= 833 9 8338 5 4050 Purlin Design Report (Surface 2) 8/ 5/08 8 27am 8/ 5/08 8 27am Page 44 Of 446 HCI STEEL BUILDING SYSTEMS, INC. 4050 Purlin Design Report (Surface 2) PURLIN LAYOUT (Purlin Id= 1) Bay Span Purlin Id Id Size LOAD COMBINATION 1 DL +CL +LL PURLIN ANALYSIS Job No 4050 modify Customer Clallum Bui :.ders Exc Inc Date 8/8/2008 Description) Westport Sh:.pyard Cabinet Designed Byl JRS Checked By ROOF PURLIN DESIGN RUN 1, ;SURFACE 2 (Edge Strip Zone= 6 80) Span Lap(ft) Load No (ft) Left Right Width Brace 1 11Z25U14 2 50 4 92 0 1 2 11Z25U14 10 83 2 88 4 92 0 2 3 11Z25U14 25 00 2 88 1 88 4 92 0 3 4 11Z25U14 25 00 1 88 1 88 4 92 0 4 5 11Z25U14 25 00 1 88 1 88 4 92 0 5 6 11Z25U14 25 00 1 88 1 88 4 92 0 6 7 11Z25U14 25 00 1 88 2 88 4 92 0 7 8 11Z25U12 24 67 2 88 4 92 0 9 11Z25U12 0 33 4 92 0 8/ 5/08 8 27am 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 37 0 00 0 00 0 00 0 47 2 0 31 -0 87 -1 30 0 47 0 14 2 10 2 70 5 83 3 1 77 1 34 -1 68 -1 96 5 83 1 37 -4 62 11 84 4 88 8 30 4 1 89 1 61 -1 56 -1 84 8 30 5 01 -3 71 12 69 4 41 7 59 5 1 85 1 57 -1 60 -1 88 7 59 4 39 -3 89 12 41 4 67 7 93 6 1 89 1 61 -1 56 -1 84 7 93 4 65 -4 05 12 68 4 09 7 27 7 1 77 1 49 -1 53 -1 96 7 27 4 22 -3 24 11 87 4 60 9 61 Page 45 Of 446 r HCI STEEL BUILDING SYSTEMS. INC. 4050 Purlin Design Report (Surface 2) 8 2 23 1 80 9 0 05 STRENGTH /DEFLECTION Span Id 1 2 3 4 5 6 7 8 9 Loc Calc Allow UC Loc RS RL RL LL RL LL RL LL LS UNBRACE LENGTHS Shear (k) Job No 4050 Customer I Clallum Builders Exc Inc Description) Westport Shipyard Cabinet 0 37 3 24 0 12 RS 0 87 3 24 0 27 RL -1 68 3 24 0 52 RL 1 61 3 24 0 50 LL 1 60 3 24 0 49 RL 1 61 3 24 0 50 LL 1 53 3 24 0 47 RL 1 80 9 34 0 19 MS 0 05 9 34 0 01 LS Span Minor Id Major LS LL MS RL RS LAP BOLT SHEAR /BEARING Bolt 0 500 (A325) Span Lap_Shear(k) Shear_Ratio -1 45 9 61 3 82 -7 04 14 94 0 00 0 01 0 00 0 33 Moment (f -k) Calc Allow UC Loc UC 0 47 8 41 0 06 RS 0 02 2 70 7 27 0 37 RS 0 16 4 88 8 41 0 58 RL 0 44 5 01 8 41 0 60 LL 0 45 4 67 8 41 0 56 RL 0 40 4 65 8 41 0 55 LL 0 40 4 60 8 41 0 55 RL 0 39 -7 04 13 85 0 51 LS 0 18 0 01 13 85 0 00 LS 0 00 Cb modify Date Designed By Checked By LS LL MS RL RS 1 2 5 2 5 2 5 0 0 2 5 2 5 1 00 1 00 1 00 1 00 1 00 2 10 8 8 0 8 0 8 0 8 0 2 9 1 00 1 00 1 00 1 67 1 00 3 25 0 2 9 1 1 0 0 3 4 1 9 1 00 1 67 1 00 1 67 1 00 4 25 0 1 9 3 8 0 0 3 4 1 9 1 00 1 67 1 00 1 67 1 00 5 25 0 1 9 3 3 0 0 3 5 1 9 1 00 1 67 1 00 1 67 1 00 6 25 0 1 9 3 4 0 0 3 1 1 9 1 00 1 67 1 00 1 67 1 00 7 25 0 1 9 3 4 0 0 3 7 2 9 1 00 1 67 1 00 1 67 1 00 8 24 7 2 9 2 4 0 0 0 0 19 4 1 00 1 67 1 00 1 00 1 00 9 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 8/8/2008 JRS 8/ 5/08 8 27am Mom +Shr Deflection(in) Calc Allow -0 03 0 06 -0 63 -0 42 -0 46 -0 50 -0 31 -0 76 0 04 Page 46 Of 446 0 01 0 00 Available Reduction Factor Out In 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1-1_. d:411i STEEL BUILDING SYSTEMS. INC. Id Left Right Left Right 2 0 51 0 26 3 0 51 1 11 0 26 0 57 4 1 11 1 01 0 57 0 52 5 1 01 1 06 0 52 0 54 6 1 06 0 97 0 54 0 50 7 0 97 0 98 0 50 0 35 8 0 69 0 35 LOAD COMBINATION 2 DL +CL +1 42SL PURLIN ANALYSIS STRENGTH /DEFLECTION Job No 1 4050 Customer) Clallum Builders Exc Inc Description) Westport Shipyard Cabinet 4050 Purlin Design Report (Surface 2) modify Date l 8/8/2008 Designed Byl JRS Checked By 1 RS -0 56 3 24 0 17 RS 0 70 8 41 0 08 RS 0 04 -0 05 2 RL -1 32 3 24 0 41 RL 4 07 7 27 0 56 RS 0 36 0 09 3 RL -2 54 3 24 0 78 RL 7 35 8 41 0 87 RL 1 00 -0 95 4 LL 2 43 3 24 0 75 LL 7 55 8 41 0 90 LL 1 03 -0 63 8/ 5/08 8 27am 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 56 0 00 0 00 0 00 0 70 2 0 47 -1 32 -1 96 0 70 0 21 2 10 4 07 8 78 3 2 66 2 01 -2 54 -2 96 8 78 2 06 -6 97 11 84 7 35 12 51 4 2 85 2 43 -2 35 -2 77 12 51 7 55 -5 59 12 69 6 65 11 45 5 2 79 2 37 -2 41 -2 83 11 45 6 61 -5 86 12 41 7 05 11 96 6 2 85 2 43 -2 35 -2 77 11 96 7 01 -6 10 12 68 6 17 10 97 7 2 67 2 25 -2 30 -2 95 10 97 6 36 -4 88 11 87 6 93 14 49 8 3 36 2 71 -2 19 14 49 5 76 -10 61 14 94 0 01 9 0 08 0 00 0 01 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 47 Of 446 HCI STEEL BUILDING SYSTEMS, INC. 4050 Purlin Design Report (Surface 2) 5 6 7 8 9 RL LL RL LL LS UNBRACE LENGTHS Span Minor Cb Id Major LS LL MS RL RS LS LL MS RL RS 1 2 5 2 5 2 5 0 0 2 5 2 5 1 00 1 00 1 00 1 00 1 00 2 10 8 8 0 8 0 8 0 8 0 2 9 1 00 1 00 1 00 1 67 1 00 3 25 0 2 9 1 1 0 0 3 4 1 9 1 00 1 67 1 00 1 67 1 00 4 25 0 1 9 3 8 0 0 3 4 1 9 1 00 1 67 1 00 1 67 1 00 5 25 0 1 9 3 3 0 0 3 5 1 9 1 00 1 67 1 00 1 67 1 00 6 25 0 1 9 3 4 0 0 3 1 1 9 1 00 1 67 1 00 1 67 1 00 7 25 0 1 9 3 4 0 0 3 7 2 9 1 00 1 67 1 00 1 67 1 00 8 24 7 2 9 2 4 0 0 0 0 19 4 1 00 1 67 1 00 1 00 1 00 9 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325) Span Lap_Shear(k) Shear_Ratio Id Left Right Left Right 2 0 76 3 0 76 1 67 4 1 67 1 53 5 1 53 1 59 6 1 59 1 46 7 1 46 1 48 8 1 04 Job No 4050 modify Ili Customer I Clallum Builders Exc Inc Date 8/8/2008 Description Westport Shipyard Cabinet Designed 131j1 JRS Checked By 2 41 3 24 0 74 RL 7 05 8 41 0 84 RL 0 92 2 43 3 24 0 75 LL 7 01 8 41 0 83 LL 0 91 2 30 3 24 0 71 RL 6 93 8 41 0 82 RL 0 88 2 71 9 34 0 29 MS -10 61 13 85 0 77 LS 0 42 0 08 9 34 0 01 LS 0 01 13 85 0 00 LS 0 00 0 39 0 39 0 85 0 85 0 78 0 78 0 81 0 81 0 75 0 75 0 53 0 53 LOAD COMBINATION 3 DL +CL +0 75LL +0 75WP 8/ 5/08 8 27am 0 70 0 75 -0 46 1 14 0 06 Available Reduction Factor Out In 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 Page 48 Of 446 r r HCI STEEL BUILDING SYSTEMS. INC. 4050 Purlin Design Report (Surface 2) PURLIN ANALYSIS Span Left Id Sup 1 0 00 2 0 34 3 1 91 4 2 05 5 2 01 6 2 05 7 1 92 8 2 41 9 0 05 STRENGTH /DEFLECTION 1 2 3 4 5 6 7 8 9 RS RL RL LL RL LL RL LL LS UNBRACE LENGTHS Job No 4050 Customer Clallum Builders Exc Inc Description Westport Shipyard Cabinet Shear(k) Left Right Right Lap Lap Sup -0 40 -0 95 -1 41 1 45 -1 82 -2 13 1 75 -1 69 -1 99 1 70 -1 73 -2 03 1 75 -1 69 -1 99 1 62 -1 66 -2 12 1 95 -1 57 0 00 Span Shear(k) Id Loc Calc Allow UC Loc 0 40 3 24 0 12 RS 0 95 3 24 0 29 RL 1 82 3 24 0 56 RL 1 75 3 24 0 54 LL 1 73 3 24 0 53 RL 1 75 3 24 0 54 LL 1 66 3 24 0 51 RL 1 95 9 34 0 21 MS 0 05 9 34 0 01 LS Span Minor Id Major LS LL MS RL RS Left Left Sup Lap Moment(f -k) 0 50 8 41 0 06 RS 0 02 2 92 7 27 0 40 RS 0 19 5 29 8 41 0 63 RL 0 52 5 43 8 41 0 65 LL 0 53 5 07 8 41 0 60 RL 0 47 5 04 8 41 0 60 LL 0 47 4 98 8 41 0 59 RL 0 45 -7 63 13 85 0 55 LS 0 22 0 01 13 85 0 00 LS 0 00 modify Date 8/8/2008 Designed By! JRS Checked By 8/ 5/08 8 27am Moment (f -k) MidSpan Right Right Mom Loc Lap Sup 0 00 0 00 0 00 0 50 0 50 0 15 2 10 2 92 6 31 6 31 1 48 -5 01 11 84 5 29 8 99 8 99 5 43 -4 02 12 69 4 78 8 23 8 23 4 75 -4 21 12 41 5 07 8 60 8 60 5 04 -4 39 12 68 4 43 7 88 7 88 4 57 -3 51 11 87 4 98 10 41 10 41 4 14 -7 63 14 94 0 01 0 01 0 00 0 33 0 00 Mom +Shr Deflection(in) Calc Allow UC Loc UC Calc Allow -0 04 0 06 0 68 0 45 0 50 0 54 0 33 0 82 0 04 Available Reduction Cb Factor LS LL MS RL RS Out In Page 49 Of 446 Ili NCI STEEL BUILDING SYSTEMS. INC. 4050 Purlin Design Report (Surface 2) 1 2 5 2 5 2 5 0 0 2 5 2 5 2 10 8 8 0 8 0 8 0 8 0 2 9 3 25 0 2 9 1 1 0 0 3 4 1 9 4 25 0 1 9 3 8 0 0 3 4 1 9 5 25 0 1 9 3 3 0 0 3 5 1 9 6 25 0 1 9 3 4 0 0 3 1 1 9 7 25 0 1 9 3 4 0 0 3 7 2 9 8 24 7 2 9 2 4 0 0 0 0 19 4 9 0 3 0 3 0 3 0 3 0 3 0 3 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325) Span Lap_Shear(k) Shear_Ratio Id Left Right Left Right 2 0 55 0 28 3 0 55 1 20 0 28 0 61 4 1 20 1 10 0 61 0 56 5 1 10 1 15 0 56 0 59 6 1 15 1 05 0 59 0 54 7 1 05 1 06 0 54 0 38 8 0 75 0 38 LOAD COMBINATION 4 DL +CL +0 75SL +0 75WP PURLIN ANALYSIS Span Left Id Sup 1 0 00 2 0 38 3 2 13 4 2 28 Job No Customer Description Shear(k) Left Right Right Lap Lap Sup -0 45 -1 05 -1 57 1 61 -2 03 -2 37 1 95 -1 88 -2 21 4050 Clallum Builders Exc Inc Westport Shipyard Cabinet 0 00 0 56 7 03 10 01 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 1 1 1 1 1 1 1 1 Left Left Sup Lap 00 00 67 67 67 67 67 67 00 1 1 1 1 1 1 1 1 1 00 00 00 00 00 00 00 00 00 1 1 1 1 1 1 1 1 1 00 67 67 67 67 67 67 00 00 modify Date Designed Byl Checked By 1 1 1 1 1 1 1 1 1 0 00 0 00 0 17 2 10 1 65 -5 58 11 84 6 04 -4 47 12 69 00 00 00 00 00 00 00 00 00 8/ 5/08 8 27am 1 1 1 1 1 1 1 1 1 3 25 5 88 5 32 00 00 00 00 00 00 00 00 00 8/8/2008 JRS 0 0 0 0 0 0 0 0 0 70 70 70 70 70 70 70 70 70 Moment (f -k) MidSpan Right Right Mom Loc Lap Sup 0 56 7 03 10 01 9 16 Page 50 Of 446 r r Job No 4050 modify t I Customer Clallum Builders Exc Inc I Date 1 8/8/2008 Description Westport Shipyard Cabinet I Designed Byl JRS HCI STEEL BUILDING SYSTEMS, INC. 4050 Purlin Design Report (Surface 2) 5 2 23 6 2 28 7 2 14 8 2 69 9 0 06 STRENGTH /DEFLECTION 1 2 3 4 5 6 7 8 9 RS RL RL LL RL LL RL LL LS UNBRACE LENGTHS LAP BOLT SHEAR /BEARING 1 89 -1 93 -2 27 1 94 -1 88 -2 22 1 80 -1 84 -2 36 2 17 -1 75 0 00 Span Shear(k) Id Loc Calc Allow UC .Loc 0 45 3 24 0 14 RS 1 05 3 24 0 33 RL 2 03 3 24 0 63 RL 1 95 3 24 0 60 LL 1 93 3 24 0 60 RL 1 94 3 24 0 60 LL 1 84 3 24 0 57 RL 2 17 9 34 0 23 MS 0 06 9 34 0 01 LS Span Minor Id Major LS LL MS RL RS Moment (f -k) Calc Allow UC Loc UC 0 56 8 41 0 07 RS 0 02 3 25 7 27 0 45 RS 0 23 5 88 8 41 0 70 RL 0 64 6 04 8 41 0 72 LL 0 66 5 64 8 41 0 67 RL 0 59 5 61 8 41 0 67 LL 0 58 5 55 8 41 0 66 RL 0 56 -8 49 13 85 0 61 LS 0 27 0 01 13 85 0 00 LS 0 00 Checked By 1 2 5 2 5 2 5 0 0 2 5 2 5 1 00 1 00 1 00 1 00 1 00 2 10 8 8 0 8 0 8 0 8 0 2 9 1 00 1 00 1 .00 1 67 1 00 3 25 0 2 9 1 1 0 0 3 4 1 9 1 00 1 67 1 00 1 67 1 00 4 25 0 1 9 3 8 0 0 3 4 1 9 1 00 1 67 1 00 1 67 1 00 5 25 0 1 9 3 3 0 0 3 5 1 9 1 00 1 67 1 00 1 67 1 00 6 25 0 1 9 3 4 0 0 3 1 1 9 1 00 1 67 1 00 1 67 1 00 7 25 0 1 9 3 4 0 0 3 7 2 9 1 00 1 67 1 00 1 67 1 00 8 24 7 2 9 2 4 0 0 0 0 19 4 1 00 1 67 1 00 1 00 1 00 9 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 8/ 5/08 8 27am 9 16 5 29 -4 69 12 41 5 64 9 57 9 57 5 61 -4 88 12 68 4 94 8 78 8 78 5 09 -3 90 11 87 5 55 11 59 11 59 4 61 -8 49 14 94 0 01 0 01 0 00 0 33 0 00 Mom +Shr Deflection(in) Calc Allow -0 04 0 07 0 76 -0 50 0 56 0 60 -0 37 -0 91 0 05 Available Reduction Cb Factor LS LL MS RL RS Out In 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 Page 51 Of 446 r 1 r L A ili HCI STEEL BUILDING SYSTEMS. INC. Bolt 0 500 (A325) Span Lap_Shear(k) Shear_Ratio Id Left Right Left Right 2 0 61 0 31 3 0 61 1 33 0 31 0 68 4 1 33 1 22 0 68 0 62 5 1 22 1 28 0 62 0 65 6 1 28 1 17 0 65 0 60 7 1 17 1 18 0 60 0 42 8 0 84 0 43 LOAD COMBINATION 5 0 6DL +WS PURLIN ANALYSIS STRENGTH /DEFLECTION Job No I 4050 modify Customer I Clallum Builders Exc Inc I Date 1 8/8/2008 Description) Westport Shipyard Cabinet I Designed ByI JRS Checked By 4050 Purlin Design Report (Surface 2) 8/ 5/08 8 27am 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 25 0 00 0 00 0 00 -0 32 2 -0 25 0 62 0 91 -0 32 -0 03 2 36 -1 81 -4 01 3 -1 21 -0 92 1 15 1 34 -4 01 -0 96 3 15 11 85 -3 33 -5 67 4 -1 29 -1 10 1 06 1 26 -5 67 -3 42 2 54 12 69 -3 02 -5 19 5 -1 27 -1 07 1 09 1 28 -5 19 -3 00 2 66 12 41 -3 20 -5 43 6 -1 29 -1 10 1 07 1 26 -5 43 -3 18 2 77 12 68 -2 79 -4 96 7 -1 21 -1 02 1 05 1 34 -4 96 -2 88 2 20 11 85 -3 19 -6 62 8 -1 53 -1 24 1 04 -6 62 -2 63 4 92 14 69 -0 01 9 -0 03 0 00 -0 01 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 25 3 24 0 08 RS -0 32 8 41 0 04 RS 0 01 0 02 Page 52 Of 446 HCI STEEL BUILDING SYSTEMS. INC. 4050 Purlin Design Report (Surface 2) 2 RL 0 62 3 24 0 19 RS 3 RL 1 15 3 24 0 36 MS 4 LL -1 10 3 24 0 34 MS 5 RL 1 09 3 24 0 34 MS 6 LL -1 10 3 24 0 34 MS 7 RL 1 05 3 24 0 32 RL 8 LL -1 24 9 34 0 13 MS 9 LS -0 03 9 34 0 00 LS UNBRACE LENGTHS Span Minor Id Major LS LL MS RL RS 1 2 5 2 5 2 10 8 0 0 3 25 0 0 0 4 25 0 0 0 5 25 0 0 0 6 25 0 0 0 7 25 0 0 0 8 24 7 0 0 9 0 3 0 0 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325) 0 0 2 5 0 0 0 0 0 0 0 0 0 0 15 7 0 0 0 0 14 1 0 0 0 0 14 4 0 0 0 0 14 8 0 0 0 0 13 1 0 0 0 0 19 4 19 4 0 0 0 0 0 0 Span Lap_Shear(k) Shear_Ratio Id Left Right Left Right 2 0 35 0 18 3 0 35 0 76 0 18 0 39 4 0 76 0 69 0 39 0 35 5 0 69 0 72 0 35 0 37 6 0 72 0 66 0 37 0 34 7 0 66 0 67 0 34 0 24 8 0 48 0 24 Job No1 4050 Customer Clallum Builders Exc Inc Description! Westport Shipyard Cabinet modify -2 01 8 41 0 24 RS 0 08 3 15 5 89 0 54 RL 0 21 2 54 5 89 0 43 LL 0 21 2 66 5 89 0 45 RL 0 19 2 77 5 89 0 47 LL 0 19 -3 19 8 41 0 38 RL 0 18 4 92 9 70 0 51 LS 0 09 -0 01 13 85 0 00 LS 0 00 Cb LS LL MS RL RS 0 0 1 00 1 00 1 00 1 00 1 00 0 0 1 00 1 00 1 00 1 67 1 00 0 0 1 00 1 67 1 00 1 67 1 00 0 0 1 00 1 67 1 00 1 67 1 00 0 0 1 00 1 67 1 00 1 67 1 00 0 0 1 00 1 67 1 00 1 67 1 00 0 0 1 00 1 67 1 00 1 67 1 00 0 0 1 00 1 67 1 00 1 00 1 00 0 3 1 00 1 00 1 00 1 00 1 00 Date 1 8/8/2008 Designed By JRS Checked By 8/ 5/08 8 27am -0 04 0 43 0 29 0 31 0 34 0 21 0 53 -0 03 Available Reduction Factor Out In 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 Page 53 Of 446 r r I Job No 4050 t A9111. Westport Shipyard Cabinet HCI STEEL BUILDING SYSTEMS. INC. 4050 Purlin Design Report (Surface 2) LOAD COMBINATION 6 DL +CL +SL /2 +AUX3 PURLIN ANALYSIS STRENGTH /DEFLECTION UNBRACE LENGTHS modify Date 1 8/8/2008 Designed Byl JRS Checked By 8/ 5/08 8 27am 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 43 0 00 0 00 0 00 0 54 2 0 31 -1 07 -1 57 0 54 0 26 1 80 3 57 7 37 3 2 15 1 65 -1 87 -2 20 7 37 1 91 -5 89 12 35 4 21 8 03 4 1 52 1 31 -1 08 -1 29 8 03 5 39 -2 20 13 49 3 02 5 25 5 1 37 1 16 -1 23 -1 44 5 25 2 88 -3 11 12 19 3 61 6 11 6 1 43 1 22 -1 17 -1 38 6 11 3 62 -3 01 12 73 3 06 5 45 7 1 33 1 12 -1 16 -1 48 5 45 3 15 -2 45 11 86 3 48 7 26 8 1 68 1 36 -1 09 7 26 2 89 -5 31 14 95 0 01 9 0 04 0 00 0 01 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 43 3 24 0 13 RS 0 54 8 41 0 06 RS 0 02 -0 05 2 RL -1 07 3 24 0 33 RL 3 57 7 27 0 49 RS 0 25 0 08 3 RL -1 87 3 24 0 58 MS -5 89 8 41 0 70 RL 0 38 -0 86 4 LL 1 31 3 24 0 40 LL 5 39 8 41 0 64 LL 0 47 -0 16 5 RL -1 23 3 24 0 38 RL 3 61 8 41 0 43 RL 0 24 -0 39 6 LL 1 22 3 24 0 38 LL 3 62 8 41 0 43 LL 0 24 -0 37 7 RL -1 16 3 24 0 36 RL 3 48 8 41 0 41 RL 0 22 -0 23 8 LL 1 36 9 34 0 15 MS -5 31 13 85 0 38 LS 0 11 -0 57 9 LS 0 04 9 34 0 00 LS 0 01 13 85 0 00 LS 0 00 0 03 Available Reduction Page 54 Of 446 HCI STEEL BUILDING SYSTEMS. INC. 4050 Purlin Design Report (Surface 2) Span Minor Cb Id Major LS LL MS RL RS LS LL MS RL RS 1 2 5 2 5 2 5 0 0 2 5 2 5 2 10 8 8 0 8 0 8 0 8 0 2 9 3 25 0 2 9 1 2 0 0 2 5 1 9 4 25 0 1 9 5 4 0 0 3 4 1 9 5 25 0 1 9 2 9 0 0 3 5 1 9 6 25 0 1 9 3 5 0 0 3 1 1 9 7 25 0 1 9 3 4 0 0 3 7 2 9 8 24 7 2 9 2 4 0 0 0 0 19 4 9 0 3 0 3 0 3 0 3 0 3 0 3 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325) Span Lap_Shear(k) Shear_Ratio Id Left Right Left Right 2 0 64 0 33 3 0 64 1 07 0 33 0 55 4 1 07 0 70 0 55 0 36 5 0 70 0 81 0 36 0 42 6 0 81 0 73 0 42 0 37 7 0 73 0 74 0 37 0 27 8 0 52 0 27 LOAD COMBINATION 7 DL +CL +SL /2 +AUX4 PURLIN ANALYSIS Span Left Id Sup 1 0 00 Shear(k) Left Right Right Lap Lap Sup Job No 4050 modify Customer Clallum Builders Exc Inc Date (Description Westport Shipyard Cabinet -0 28 0 00 1 1 1 1 1 1 1 1 1 00 00 00 00 00 00 00 00 00 1 1 1 1 1 1 1 1 1 Left Left Sup Lap 00 00 67 67 67 67 67 67 00 1 1 1 1 1 1 1 1 1 00 00 00 00 00 00 00 00 00 1 1 1 1 1 1 1 1 1 00 67 67 67 67 67 67 00 00 0 00 0 00 8/8/2008 Designed By! JRS Checked By 1 1 1 1 1 1 1 1 1 00 00 00 00 00 00 00 00 00 8/ 5/08 8 27am 1 1 1 1 1 1 1 1 1 Factor Out In 00 00 00 00 00 00 00 00 00 0 0 0 0 0 0 0 0 0 70 70 70 70 70 70 70 70 70 Moment(f -k) MidSpan Right Right Mom Loc Lap Sup Page 55 Of 446 0 35 HCI STEEL BUILDING SYSTEMS. INC. STRENGTH /DEFLECTION Span Shear(k) Id Loc Calc Allow UC Loc 1 -0 28 3 24 0 09 RS 2 -0 84 3 24 0 26 RL 3 -2 00 3 24 0 62 RL 4 1 97 3 24 0 61 LL 5 1 26 3 24 0 39 LL 6 -1 20 3 24 0 37 MS 7 -1 15 3 24 0 35 RL 8 1 36 9 34 0 15 MS 9 0 04 9 34 0 00 LS RS RL RL LL LL RL RL LL LS UNBRACE LENGTHS Job No 4050 modify Customer I Clallum Builders Exc Inc I Date 8/8/2008 Description) Westport Shipyard Cabinet Designed By JRS Checked By 4050 Purlin Design Report (Surface 2) 2 0 05 -0 84 -1 17 0 35 0 34 0 47 3 49 6 37 3 2 02 1 52 -2 00 -2 33 6 37 1 28 -5 38 11 62 6 13 10 18 4 2 29 1 97 -1 73 -2 06 10 18 6 19 -4 91 13 18 3 70 7 25 5 1 47 1 26 -1 13 -1 34 7 25 4 69 -2 40 13 09 3 26 5 58 6 1 41 1 19 -1 20 -1 41 5 58 3 14 -3 20 12 49 3 16 5 60 7 1 34 1 13 -1 15 -1 47 5 60 3 28 -2 40 11 92 3 45 7 22 8 1 68 1 36 -1 10 7 22 2 85 -5 32 14 93 0 01 9 0 04 0 00 0 01 0 00 0 33 0 00 Span Minor Id Major LS LL MS RL RS Moment (f -k) Calc Allow UC Loc UC 0 35 8 41 0 04 RS 0 01 3 49 7 27 0 48 RL 0 20 6 13 8 41 0 73 RL 0 68 6 19 8 41 0 74 LL 0 69 4 69 8 41 0 56 LL 0 37 3 20 8 41 0 38 RL 0 19 3 45 8 41 0 41 RL 0 22 5 32 13 85 0 38 LS 0 10 0 01 13 85 0 00 LS 0 00 Cb LS LL MS RL RS 1 2 5 2 5 2 5 0 0 2 5 2 5 1 00 1 00 1 00 1 00 1 00 2 10 8 8 0 8 0 8 0 8 0 2 9 1 00 1 00 1 00 1 67 1 00 3 25 0 2 9 0 9 0 0 3 6 1 9 1 00 1 67 1 00 1 67 1 00 4 25 0 1 9 3 8 0 0 2 4 1 9 1 00 1 67 1 00 1 67 1 00 5 25 0 1 9 4 7 0 0 3 5 1 9 1 00 1 67 1 00 1 67 1 00 6 25 0 1 9 3 1 0 0 3 1 1 9 1 00 1 67 1 00 1 67 1 00 7 25 0 1 9 3 5 0 0 3 7 2 9 1 00 1 67 1 00 1 67 1 00 8 24 7 2 9 2 3 0 0 0 0 19 5 1 00 1 67 1 00 1 00 1 00 9 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 8/ 5/08 8 27am Mom +Shr Deflection(in) Calc Allow 0 05 0 09 0 72 0 62 0 22 0 41 0 22 -0 57 0 03 Available Reduction Factor Out In 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 Page 56 Of 446 I 111 HCI STEEL BUILDING SYSTEMS. INC. 4050 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 55 0 28 3 0 55 1 36 0 28 0 69 4 1 36 0 97 0 69 0 49 5 0 97 0 74 0 49 0 38 6 0 74 0 75 0 38 0 38 7 0 75 0 74 0 38 0 26 8 0 52 0 27 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 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0 00 -0 28 0 00 0 00 0 00 0 35 2 0 29 -0 61 -0 93 0 35 -0 01 2 53 1 64 3 86 3 1 25 0 93 -1 35 -1 56 3 86 0 74 -3 08 11 11 5 05 7 78 4 2 09 1 77 -1 93 -2 25 7 78 4 16 -4 83 12 04 5 86 9 78 5 2 27 1 94 -1 76 -2 08 9 78 5 83 -4 99 13 03 3 88 7 47 6 1 50 1 29 -1 10 -1 31 7 47 4 86 -2 55 13 35 2 83 5 09 7 1 31 1 10 -1 17 -1 50 5 09 2 82 -2 60 11 69 3 53 7 37 8 1 69 1 36 -1 09 7 37 2 99 -5 26 14 99 0 01 9 0 04 0 00 0 01 0 00 0 33 0 00 STRENGTH /DEFLECTION Job No 4050 modify Customer) Clallum Builders Exc Inc Dat 8/8/2008 Description) Westport Shipyard Cabinet I Designed By! JRS Checked By 8/ 5/08 8 27am Span Shear(k) Moment(f -k) Mom +Shr Deflection(in) Page 57 Of 446 r Job No 1 4050 modify Customer I Clallum Builders Exc Inc Date 1 8/8/2008 IDescription1 Westport Shipyard Cabinet Designed Byl JRS HCI STEEL BUILDING SYSTEMS, INC. Checked By 4050 Purlin Design Report (Surface 2) Id Loc Calc Allow UC Loc 1 RS -0 28 3 24 0 09 RS 2 RL -0 61 3 24 0 19 RS 3 RL -1 35 3 24 0 42 RL 4 RL -1 93 3 24 0 60 RL 5 LL 1 94 3 24 0 60 LL 6 LL 1 29 3 24 0 40 LL 7 RL -1 17 3 24 0 36 RL 8 LL 1 36 9 34 0 15 MS 9 LS 0 04 9 34 0 00 LS UNBRACE LENGTHS Span Id Major 1 2 5 2 5 2 5 2 5 2 5 2 5 1 00 1 00 1 00 1 00 1 00 2 10 8 2 1 0 0 0 0 5 0 2 9 1 00 1 00 1 00 1 67 1 00 3 25 0 2 9 0 8 0 0 4 6 1 9 1 00 1 67 1 00 1 67 1 00 4 25 0 1 9 2 7 0 0 3 6 1 9 1 00 1 67 1 00 1 67 1 00 5 25 0 1 9 3 6 0 0 2 5 1 9 1 00 1 67 1 00 1 67 1 00 6 25 0 1 9 4 7 0 0 3 0 1 9 1 00 1 67 1 00 1 67 1 00 7 25 0 1 9 3 0 0 0 3 6 2 9 1 00 1 67 1 00 1 67 1 00 8 24 7 2 9 2 4 0 0 0 0 19 4 1 00 1 67 1 00 1 00 1 00 9 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325) Minor LS LL MS RL RS Span Lap_Shear(k) Shear_Ratio Id Left Right Left Right 2 0 34 3 0 34 1 04 4 1 04 1 30 5 1 30 1 00 6 1 00 0 68 0 17 0 17 0 53 0 53 0 67 0 67 0 51 0 51 0 35 Calc Allow UC Loc UC 0 35 8 41 0 04 RS 0 01 1 93 8 41 0 23 RS 0 07 5 05 8 41 0 60 RL 0 43 5 86 8 41 0 70 RL 0 62 5 83 8 41 0 69 LL 0 62 4 86 8 41 0 58 LL 0 40 3 53 8 41 0 42 RL 0 23 -5 26 13 85 0 38 LS 0 11 0 01 13 85 0 00 LS 0 00 Cb LS LL MS RL RS 8/ 5/08 8 27am Calc Allow 0 02 0 03 -0 36 0 60 -0 64 0 25 0 26 0 56 0 03 Available Reduction Factor Out In 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 Page 58 Of 446 HCI STEEL BUILDING SYSTEMS. 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Job No Customer Description 4050 Purlin Design Report (Surface 2) 7 0 68 0 75 0 35 0 27 8 0 53 0 27 LOAD COMBINATION 9 DL +CL +SL /2 +AUX6 PURLIN ANALYSIS Span Left Id Sup 1 0 00 2 0 22 3 1 35 4 1 35 5 2 06 6 2 30 7 1 41 8 1 66 9 0 04 STRENGTH /DEFLECTION 1 2 3 4 5 6 7 8 9 RS RL RL RL RL LL LL LL LS UNBRACE LENGTHS Shear(k) Left Right Right Lap Lap Sup -0 28 -0 67 -1 00 1 03 -1 25 -1 46 1 14 -1 25 -1 46 1 74 -1 96 -2 29 1 97 -1 73 -2 05 1 20 -1 08 -1 40 1 34 -1 11 0 00 Span Shear(k) Id Loc Calc Allow UC Loc -0 28 3 24 0 09 RS 0 67 3 24 0 21 RL 1 25 3 24 0 39 MS -1 25 3 24 0 39 RL -1 96 3 24 0 61 RL 1 97 3 24 0 61 LL 1 20 3 24 0 37 LL 1 34 9 34 0 14 MS 0 04 9 34 0 00 LS 4050 modify Clallum Builders Exc Inc I Date Westport Shipyard Cabinet Left Left Sup Lap Moment (f -k) 0 35 8 41 0 04 RS 0 01 2 14 7 27 0 29 RS 0 10 3 61 8 41 0 43 RL 0 21 4 68 8 41 0 56 RL 0 37 6 06 8 41 0 72 RL 0 66 6 04 8 41 0 72 LL 0 66 4 53 8 41 0 54 LL 0 34 5 49 13 85 0 40 LS 0 09 0 01 13 85 0 00 LS 0 00 8/8/2008 Designed By JRS Checked By 8/ 5/08 8 27am Moment (f -k) MidSpan Right Right Mom Loc Lap Sup 0 00 0 00 0 00 0 35 0 35 0 13 1 98 2 14 4 54 4 54 1 11 -3 61 12 03 3 31 5 85 5 85 3 51 -2 27 12 01 4 68 7 22 7 22 3 66 -5 00 11 85 6 06 10 04 10 04 6 04 -5 12 13 20 3 45 6 99 6 99 4 53 -1 90 12 57 3 24 6 80 6 80 2 48 -5 49 14 78 0 01 0 01 0 00 0 33 0 00 Mom +Shr Deflection(in) Calc Allow UC Loc UC Calc Allow 0 03 0 05 0 50 0 19 -0 64 -0 67 0 11 -0 61 0 03 Page 59 Of 446 ili Customer I Clallum Builders Exc Inc Date 8/8/2008 Description Westport Shipyard Cabinet Designed By JRS HCI STEEL BUILDING SYSTEMS. 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Checked By 4050 Purlin Design Report (Surface 2) Span Minor Cb Id Major LS LL MS RL RS LS LL MS RL RS 1 2 5 2 5 2 5 0 0 2 5 2 5 1 00 1 00 1 00 1 00 1 00 2 10 8 8 0 8 0 8 0 8 0 2 9 1 00 1 00 1 00 1 67 1 00 3 25 0 2 9 1 1 0 0 3 1 1 9 1 00 1 67 1 00 1 67 1 00 4 25 0 1 9 3 8 0 0 4 8 1 9 1 00 1 67 1 00 1 67 1 00 5 25 0 1 9 2 4 0 0 3 7 1 9 1 00 1 67 1 00 1 67 1 00 6 25 0 1 9 3 7 0 0 2 3 1 9 1 00 1 67 1 00 1 67 1 00 7 25 0 1 9 4 9 0 0 3 8 2 9 1 00 1 67 1 00 1 67 1 00 8 24 7 2 9 2 0 0 0 0 0 19 8 1 00 1 67 1 00 1 00 1 00 9 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325) Span Lap_Shear(k) Shear_Ratio Id Left Right Left Right 2 0 39 3 0 39 0 78 4 0 78 0 96 5 0 96 1 34 6 1 34 0 93 7 0 93 0 69 8 0 49 0 20 0 20 0 40 0 40 0 49 0 49 0 68 0 68 0 48 0 48 0 25 0 25 LOAD COMBINATION #10 DL +CL +SL /2 +AUX7 PURLIN ANALYSIS Job No 4050 modify Shear(k) Moment(f -k) Span Left Left Right Right Left Left MidSpan 8/ 5/08 8 27am Available Reduction Factor Out In 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 Right Right Page 60 Of 446 A NCI STEEL BUILDING SYSTEMS. 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J STRENGTH /DEFLECTION UNBRACE LENGTHS Job No Customer Description Span Shear(k) Id Loc Calc Allow UC Loc 1 RS -0 28 3 24 0 09 2 RL -0 66 3 24 0 20 3 RL -1 28 3 24 0 39 4 LL 1 24 3 24 0 38 5 RL -1 28 3 24 0 40 6 RL -1 93 3 24 0 60 7 LL 1 87 3 24 0 58 8 LL 1 43 9 34 0 15 9 LS 0 04 9 34 0 00 Span Minor Id Major LS LL MS RL RS 1 2 5 2 5 2 5 2 5 2 5 2 5 2 10 8 8 0 8 0 8 0 8 0 2 9 3 25 0 2 9 1 1 0 0 3 5 1 9 4 25 0 1 9 3 8 0 0 3 0 1 9 5 25 0 1 9 3 3 0 0 4 8 1 9 6 25 0 1 9 2 5 0 0 3 4 1 9 7 25 0 1 9 3 7 0 0 2 4 2 9 4050 Clallum Builders Exc Westport Shipyard Cabinet 4050 Purlin Design Report (Surface 2) 8/ 5/08 8 27am Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0 00 -0 28 0 00 0 00 0 00 0 35 2 0 24 -0 66 -0 98 0 35 0 10 2 13 2 01 4 36 3 1 33 1 00 -1 28 -1 49 4 36 1 01 -3 46 11 78 3 78 6 37 4 1 45 1 24 -1 15 -1 36 6 37 3 85 -2 95 12 87 2 97 5 33 5 1 32 1 11 -1 28 -1 49 5 33 3 05 -2 42 11 73 4 88 7 48 6 2 09 1 77 -1 93 -2 26 7 48 3 86 -5 12 12 04 5 58 9 50 7 2 20 1 87 -1 65 -2 15 9 50 5 68 -4 38 12 63 3 46 8 92 8 1 75 1 43 -1 03 8 92 4 36 -4 67 15 55 0 01 9 0 04 0 00 0 01 0 00 0 33 0 00 RS RL RL LL RL RL LL LS LS Moment(f -k) Mom +Shr Calc Allow UC Loc UC 0 35 2 01 3 78 3 85 4 88 5 58 5 68 5 23 0 01 1 1 1 1 1 1 1 8 7 8 8 8 8 8 13 13 00 00 00 00 00 00 00 41 27 41 41 41 41 41 85 85 1 1 1 1 1 1 1 0 0 0 0 0 0 0 0 0 00 00 67 67 67 67 67 04 28 45 46 58 66 68 38 00 Cb Inc RS 0 01 RS 0 09 RL 0 26 LL 0 27 RL 0 40 RL 0 58 LL 0 59 LS 0 15 LS 0 00 LS LL MS RL RS 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 67 1 67 1 67 1 67 1 67 1 67 modify Date Designed By JRS Checked Byl 1 1 1 1 1 1 1 00 00 00 00 00 00 00 1 -0 03 0 04 -0 46 0 35 0 22 0 67 0 51 0 44 0 02 8/8/2008 Deflection(in) Calc Allow Available Reduction Factor Out In 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 Page 61 Of 446 HCI STEEL BUILDING SYSTEMS, INC. 4050 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 38 0 19 3 0 38 0 85 0 19 0 43 4 0 85 0 71 0 43 0 36 5 0 71 1 00 0 36 0 51 6 1 00 1 27 0 51 0 65 7 1 27 0 91 0 65 0 33 8 0 64 0 33 LOAD COMBINATION #11 DL +CL +SL /2 +AUX8 PURLIN ANALYSIS Job No Customer Description 4050 modify Clallum Builders Exc Inc Date 1 8/8/2008 Westport Shipyard Cabinet Designed ByI JRS Checked By 8/ 5/08 8 27am 8 24 7 2 9 3 6 0 0 0 0 18 2 1 00 1 67 1 00 1 00 1 00 1 00 0 70 9 0 3 0 3 0 3 0 3 0 3 0 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 28 0 00 0 00 0 00 0 35 2 0 24 -0 66 -0 98 0 35 0 11 2 09 2 04 4 40 3 1 33 1 01 -1 27 -1 48 4 40 1 04 -3 50 11 85 3 65 6 23 4 1 42 1 21 -1 18 -1 39 6 23 3 76 -2 76 12 64 3 42 5 83 5 1 41 1 20 -1 19 -1 40 5 83 3 37 -3 07 12 58 3 19 5 61 6 1 36 1 14 -1 25 -1 46 5 61 3 27 -2 56 12 05 4 34 6 87 7 1 98 1 66 -1 87 -2 37 6 87 3 46 -4 41 11 39 5 61 11 70 8 2 62 2 12 -1 67 11 70 4 89 -8 02 15 06 0 01 9 0 06 0 00 0 01 0 00 0 33 0 00 Page 62 Of 446 r r P i L NCI STEEL BUILDING SYSTEMS. INC. 4050 Purlin Design Report (Surface 2) STRENGTH /DEFLECTION Span Id Loc 1 RS 2 RL 3 RL 4 LL 5 LL 6 RL 7 RL 8 LL 9 LS UNBRACE LENGTHS Span Id Major LAP BOLT SHEAR /BEARING Bolt 0 500 (A325) 2 0 38 3 0 38 0 83 Shear(k) Job No Customer Description Calc Allow UC Loc -0 28 3 24 0 09 RS -0 66 3 24 0 20 RL 1 27 3 24 0 39 RL 1 21 3 24 0 37 LL 1 20 3 24 0 37 LL 1 25 3 24 0 38 RL 1 87 3 24 0 58 RL 2 12 9 34 0 23 MS 0 06 9 34 0 01 LS Minor LS LL MS RL RS Span Lap_Shear(k) Shear_Ratio Id Left Right Left Right 0 20 0 20 0 42 4050 Clallum Builders Exc Inc Westport Shipyard Cabinet Moment(f -k) Calc Allow UC Loc UC 0 35 8' 41 0 04 RS 0 01 2 04 7 27 0 28 RS 0 09 3 65 8 41 0 43 RL 0 25 3 76 8 41 0 45 LL 0 25 3 37 8 41 0 40 LL 0 21 4 34 8 41 0 52 RL 0 32 5 61 8 41 0 67 RL 0 57 -8 02 13 85 0 58 LS 0 27 0 01 13 85 0 00 LS 0 00 Cb modify LS LL MS RL RS 1 2 5 2 5 2 5 0 0 2 5 2 5 1 00 1 00 1 00 1 00 1 00 2 10 8 8 0 8 0 8 0 8 0 2 9 1 00 1 00 1 00 1 67 1 00 3 25 0 2 9 1 1 0 0 3 4 1 9 1 00 1 67 1 00 1 67 1 00 4 25 0 1 9 3 8 0 0 3 5 1 9 1 00 1 67 1 00 1 67 1 00 5 25 0 1 9 3 3 0 0 3 2 1 9 1 00 1 67 1 00 1 67 1 00 6 25 0 1 9 3 4 0 0 4 3 1 9 1 00 1 67 1 00 1 67 1. 00 7 25 0 1 9 2 4 0 0 3 6 2 9 1 00 1 67 1 00 1 67 1 00 8 24 7 2 9 2 6 0 0 0 0 19 2 1 00 1 67 1 00 1 00 1 00 9 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 Date 8/8/2008 Designed By JRS Checked By 8/ 5/08 8 27am Mom +Shr Deflection(in) Calc Allow 0 03 0 04 0 48 -0 31 -0 38 0 26 0 49 0 84 0 04 Available Reduction Factor Out In 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 Page 63 Of 446 HCI STEEL BUILDING SYSTEMS, INC. 4050 Purlin Design Report (Surface 2) 4 0 83 0 78 0 42 0 40 5 0 78 0 75 0 40 0 38 6 0 75 0 92 0 38 0 47 7 0 92 1 19 0 47 0 43 8 0 84 0 43 LOAD COMBINATION #12 DL +CL +SL /2 +AUX1 PURLIN ANALYSIS Span Left Id Sup 1 0 00 2 0 56 3 1 35 4 1 42 5 1 40 6 1 43 7 1 34 8 1 68 9 0 04 STRENGTH /DEFLECTION Span Id 1 2 3 4 5 6 7 8 RS RL RL LL RL LL RL LL Job No 4050 modify Customer I Clallum Builders Exc Inc Date 1 8/8/2008 Description Westport Shipyard Cabinet I Designed By JRS Checked By Shear(k) Left Right Right Lap Lap Sup -0 43 -0 82 -1 32 1 02 -1 26 -1 47 1 21 -1 18 -1 39 1 19 -1 20 -1 42 1 21 -1 18 -1 39 1 12 -1 15 -1 48 1 36 -1 09 0 00 Shear(k) Loc Calc Allow UC Loc 0 43 3 24 0 13 RS 0 82 3 24 0 25 RS 1 26 3 24 0 39 RL 1 21 3 24 0 37 LL -1 20 3 24 0 37 RL 1 21 3 24 0 38 LL 1 15 3 24 0 36 RL 1 36 9 34 0 15 MS Left Left Sup Lap Moment (f -k) Calc Allow UC Loc UC 0 54 8 41 0 06 RS 0 02 2 33 8 41 0 28 RS 0 12 3 63 8 41 0 43 RL 0 25 3 71 8 41 0 44 LL 0 25 3 52 8 41 0 42 RL 0 23 3 50 8 41 0 42 LL 0 23 3 47 8 41 0 41 RL 0 22 -5 31 13 85 0 38 LS 0 11 8/ 5/08 8 27am Moment(f-k) MidSpan Right Right Mom Loc Lap Sup 0 00 0 00 0 00 0 54 0 54 -0 36 3 23 1 58 4 66 4 66 1 26 -3 38 11 96 3 63 6 19 6 19 3 71 -2 82 12 66 3 34 5 75 5 75 3 33 -2 93 12 42 3 52 5 98 5 98 3 50 -3 06 12 67 3 09 5 49 5 49 3 18 -2 44 11 87 3 47 7 25 7 25 2 88 -5 31 14 94 0 01 0 01 0 00 0 33 0 00 Mom +Shr Deflection(in) Calc Allow -0 01 0 02 0 45 -0 32 -0 35 0 38 0 23 0 57 Page 64 Of 446 UNBRACE LENGTHS Customer I Clallum Builders Exc Inc Date 8/8/2008 I. Description) Westport Shipyard Cabinet I Designed By JRS NCI STEEL BUILDING SYSTEMS. INC. I Checked By 4050 Purlin Design Report (Surface 2) 9 LS 0 04 9 34 0 00 LS 0 01 13 85 0 00 LS 0 00 Span Minor Cb Id Major LS LL MS RL RS LS LL MS RL RS 1 2 5 2 5 2 5 2 5 2 5 2 5 1 00 1 00 1 00 1 00 1 00 2 10 8 1 2 0 0 0 0 2 7 2 9 1 00 1 00 1 00 1 67 1 00 3 25 0 2 9 1 3 0 0 3 4 1 9 1 00 1 67 1 00 1 67 1 00 4 25 0 1 9 3 7 0 0 3 4 1 9 1 00 1 67 1 00 1 67 1 00 5 25 0 1 9 3 3 0 0 3 5 1 9 1 00 1 67 1 00 1 67 1 00 6 25 0 1 9 3 4 0 0 3 1 1 9 1 00 1 67 1 00 1 67 1 00 7 25 0 1 9 3 4 0 0 3 7 2 9 1 00 1 67 1 00 1 67 1 00 8 24 7 2 9 2 4 0 0 0 0 19 4 1 00 1 67 1 00 1 00 1 00 9 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325) Job No 4050 Span Lap_Shear(k) Shear_Ratio Id Left Right Left Right 2 0 41 3 0 41 0 82 4 0 82 0 77 5 0 77 0 80 6 0 80 0 73 7 0 73 0 74 8 0 52 0 21 0 21 0 42 0 42 0 39 0 39 0 41 0 41 0 37 0 37 0 27 0 27 LOAD COMBINATION #13 DL +CL+SL /2 +AUX2 PURLIN ANALYSIS modify 8/ 5/08 8 27am 0 03 Available Reduction Factor Out In 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 Page 65 Of 446 E HCI STEEL BUILDING SYSTEMS, INC. Span Left Id Sup 1 0 00 2 0 24 3 1 33 4 1 43 5 1 39 6 1 46 7 1 23 8 2 53 9 0 06 STRENGTH /DEFLECTION RS RL RL LL RL LL RL LL LS UNBRACE LENGTHS Span Id Major 1 2 5 2 10 8 3 25 0 4 25 0 Job No Customer Description 4050 Purlin Design Report (Surface 2) Shear(k) Left Right Right Lap Lap Sup -0 28 -0 66 -0 98 1 01 -1 27 -1 48 1 22 -1 17 -1 38 1 18 -1 21 -1 42 1 24 -1 15 -1 36 1 02 -1 26 -1 59 2 03 -1 76 0 00 Span Shear(k) Id Loc Calc Allow UC Loc 1 -0 28 3 24 0 09 RS 2 -0 66 3 24 0 20 RL 3 -1 27 3 24 0 39 RL 4 1 22 3 24 0 38 LL 5 -1 21 3 24 0 37 RL 6 1 24 3 24 0 38 LL 7 -1 26 3 24 0 39 RL 8 2 03 9 34 0 22 MS 9 0 06 9 34 0 01 LS Minor LS LL MS RL RS 4050 modify Clallum Builders Exc Inc I Date Westport Shipyard Cabinet I Designed By JRS Checked By Left Left Sup Lap 8/8/2008 8/ 5/08 8 27am Moment (f -k) MidSpan Right Right Mom Loc Lap Sup 0 00 0 00 0 00 0 35 0 35 0 10 2 10 2 03 4 39 4 39 1 03 -3 48 11 83 3 69 6 27 6 27 3 79 -2 81 12 71 3 29 5 69 5 69 3 28 -2 88 12 34 3 67 6 14 6 14 3 61 -3 27 12 94 2 57 4 91 4 91 2 81 -1 77 10 90 5 31 9 41 9 41 2 86 -8 94 14 52 0 01 0 01 0 00 0 33 0 00 Moment (f -k) Calc Allow UC Loc UC 0 35 8 41 0 04 RS 0 01 2 03 7 27 0 28 RS 0 09 3 69 8 41 0 44 RL 0 25 3 79 8 41 0 45 LL 0 26 3 67 8 41 0 44 RL 0 24 3 61 8 41 0 43 LL 0 24 5 31 8 41 0 63 RL 0 46 -8 94 13 85 0 65 LS 0 18 0 01 13 85 0 00 LS 0 00 Cb LS LL MS RL RS 2 5 2 5 0 0 2 5 2 5 1 00 1 00 1 00 1 00 1 00 8 0 8 0 8 0 8 0 2 9 1 00 1 00 1 00 1 67 1 00 2 9 1 1 0 0 3 4 1 9 1 00 1 67 1 00 1 67 1 00 1 9 3 8 0 0 3 3 1 9 1 00 1 67 1 00 1 67 1 00 Mom +Shr Deflection(in) Calc Allow 0 03 0 04 0 47 0 32 0 33 0 43 0 05 1 03 0 05 Available Reduction Factor Out In 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 Page 66 Of 446 r r L NCI STEEL BUILDING SYSTEMS, INC. Job No I 4050 modify Customer! Clallum Builders Exc Inc Date Description! Westport Shipyard Cabinet Designed By Checked By 4050 Purlin Design Report (Surface 2) 5 25 0 1 9 3 3 0 0 3 6 1 9 6 25 0 1 9 3 4 0 0 2 6 1 9 7 25 0 1 9 3 4 0 0 5 6 2 9 8 24 7 2 9 1 5 0 0 0 0 20 3 9 0 3 0 3 0 3 0 3 0 3 0 3 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325) Span Lap_Shear(k) Shear_Ratio Id Left Right Left Right 2 0 38 3 0 38 0 84 4 0 84 0 76 5 0 76 0 82 6 0 82 0 66 7 0 66 0 96 8 0 68 LOAD COMBINATION #14 DL +CL +SL -1 OAUX1 PURLIN ANALYSIS 0 20 0 20 0 43 0 43 0 39 0 39 0 42 0 42 0 33 0 33 0 34 0 35 Shear (k) Span Left Left Right Right Left Left Id Sup Lap Lap Sup Sup Lap 1 00 1 67 1 00 1 67 1 00 1 00 1 67 1 00 1 67 1 00 1 00 1 67 1 00 1 67 1 00 1 00 1 67 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 8/8/2008 JRS 8/ 5/08 8 27am 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 Moment (f -k) MidSpan Right Right Mom Loc Lap Sup 1 0 00 -0 28 0 00 0 00 0 00 0 35 2 0 04 -0 85 -1 18 0 35 0 34 0 34 3 59 6 51 3 2 04 1 54 -1 97 -2 30 6 51 1 36 -5 49 11 76 5 72 9 73 4 2 21 1 88 -1 81 -2 13 9 73 5 90 -4 29 12 71 5 12 8 82 5 2 15 1 83 -1 86 -2 19 8 82 5 09 -4 53 12 40 5 44 9 24 6 2 20 1 87 -1 81 -2 14 9 24 5 42 -4 71 12 68 4 76 8 46 7 2 06 1 74 -1 78 -2 28 8 46 4 91 -3 77 11 87 5 35 11 19 8 2 59 2 09 -1 69 11 19 4 45 -8 19 14 94 0 01 Page 67 Of 446 Span Id 1 2 3 4 5 6 7 8 9 HCI STEEL BUILDING SYSTEMS. INC. 4050 Purlin Design Report (Surface 2) 9 0 06 UNBRACE LENGTHS Span Id Major 1 2 5 2 10 8 3 25 0 4 25 0 5 25 0 6 25 0 7 25 0 8 24 7 9 0 3 r STRENGTH /DEFLECTION Job No 4050 modify ili Customer Clallum Builders Exc Inc Date 8/8/2008 !Description Westport Shipyard Cabinet Designed By! JRS Checked By LAP BOLT SHEAR /BEARING Bolt 0 500 (A325) Minor Span Lap_Shear(k) Shear_Ratio Id Left Right Left Right 0 00 0 01 0 00 Shear(k) Moment(f -k) RS -0 28 3 24 0 09 RS RL -0 85 3 24 0 26 RL RL -1 97 3 24 0 61 RL LL 1 88 3 24 0 58 LL RL -1 86 3 24 0 57 RL LL 1 87 3 24 0 58 LL RL -1 78 3 24 0 55 RL LL 2 09 9 34 0 22 MS LS 0 06 9 34 0 01 LS LS LL MS RL RS Cb 0 33 Loc Calc Allow UC Loc Calc Allow UC Loc UC 0 35 8 41 0 04 RS 0 01 3 59 7 27 0 49 RL 0 21 5 72 8 41 0 68 RL 0 61 5 90 8 41 0 70 LL 0 62 5 44 8 41 0 65 RL 0 55 5 42 8 41 0 64 LL 0 55 5 35 8 41 0 64 RL 0 52 -8 19 13 85 0 59 LS 0 25 0 01 13 85 0 00 LS 0 00 LS LL MS RL RS 2 5 2 5 0 0 2 5 2 5 1 00 1 00 1 00 1 00 1 00 8 0 8 0 8 0 8 0 2 9 1 00 1 00 1 00 1 67 1 00 2 9 0 9 0 0 3 4 1 9 1 00 1 67 1 00 1 67 1 00 1 9 3 8 0 0 3 4 1 9 1 00 1 67 1 00 1 67 1 00 1 9 3 3 0 0 3 5 1 9 1 00 1 67 1 00 1 67 1 00 1 9 3 4 0 0 3 1 1 9 1 00 1 67 1 00 1 67 1 00 1 9 3 4 0 0 3 7 2 9 1 00 1 67 1 00 1 67 1 00 2 9 2 4 0 0 0 0 19 4 1 00 1 67 1 00 1 00 1 00 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 8/ 5/08 8 27am Page 68 Of 446 Mom +Shr Deflection(in) Calc Allow 0 06 0 09 0 75 0 48 -0 54 0 58 0 36 0 88 0 04 0 00 Available Reduction Factor Out In 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 r r HCI STEEL BUILDING SYSTEMS. 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Job No 4050 modify Customer Clallum Builders Exc Inc I Date 8/8/2008 Description) Westport Shipyard Cabinet Designed Byl JRS Checked By 4050 Purlin Design Report (Surface 2) 2 0 57 0 29 3 0 57 1 30 0 29 0 66 4 1 30 1 18 0 66 0 60 5 1 18 1 23 0 60 0 63 6 1 23 1 13 0 63 0 58 7 1 13 1 14 0 58 0 41 8 0 81 0 41 LOAD COMBINATION #15 DL +CL +SL -1 OAUX2 PURLIN ANALYSIS Span Left Id Sup 1 0 00 2 0 36 3 2 05 4 2 20 5 2 16 6 2 17 7 2 17 8 1 75 9 0 04 STRENGTH /DEFLECTION 1 RS 2 RL 3 RL 4 LL 5 RL Shear(k) Left Right Right Lap Lap Sup -0 43 -1 02 -1 52 1 56 -1 96 -2 28 1 87 -1 81 -2 14 1 84 -1 85 -2 18 1 85 -1 84 -2 17 1 84 -1 67 -2 17 1 43 -1 02 0 00 Span Shear(k) Id Loc Calc Allow UC Loc 0 43 3 24 0 13 RS -1 02 3 24 0 31 RL 1 96 3 24 0 61 RL 1 87 3 24 0 58 LL 1 85 3 24 0 57 RL Left Left Sup Lap 0 00 0 00 0 00 0 54 0 54 0 16 2 10 3 14 6 78 6 78 1 59 -5 38 11 84 5 67 9 64 9 64 5 82 -4 30 12 68 5 17 8 88 8 88 5 13 -4 58 12 45 5 30 9 08 9 08 5 31 -4 50 12 51 5 28 9 04 9 04 5 28 -4 52 12 50 3 51 9 03 9 03 4 47 -4 60 15 60 0 01 0 01 0 00 0 33 0 00 Moment (f -k) Calc Allow UC Loc UC 0 54 8 41 0 06 RS 0 02 3 14 7 27 0 43 RS 0 22 5 67 8 41 0 67 RL 0 60 5 82 8 41 0 69 LL 0 61 5 30 8 41 0 63 RL 0 52 8/ 5/08 8 27am Moment (f -k) MidSpan Right Right Mom Loc Lap Sup Mom +Shr Deflection(in) Calc Allow -0 04 0 07 -0 73 -0 48 -0 55 Page 69 Of 446 HCI STEEL BUILDING SYSTEMS. INC. 4050 Purlin Design Report (Surface 2) 6 7 8 9 LL LL LL LS UNBRACE LENGTHS 1 2 5 2 10 8 3 25 0 4 25 0 5 25 0 6 25 0 7 25 0 8 24 7 9 0 3 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325) 2 0 59 3 0 59 1 29 4 1 29 1 18 5 1 18 1 21 6 1 21 1 21 7 1 21 0 92 8 0 65 Job No Customer Description Westport Shipyard Cabinet 1 85 3 24 0 57 LL 1 84 3 24 0 57 LL 1 43 9 34 0 15 LS 0 04 9 34 0 00 LS Span Minor Id Major LS LL MS RL RS Span Lap_Shear(k) Shear_Ratio Id Left Right Left Right 0 30 0 30 0 66 0 66 0 60 0 60 0 62 0 62 0 62 0 62 0 33 0 33 LOAD COMBINATION #16 DL +CL +1 6AUX3 4050 modify Clallum Builders Exc Inc 5 31 8 41 0 63 LL 0 53 5 28 8 41 0 63 LL 0 52 5 29 13 85 0 38 LS 0 16 0 01 13 85 0 00 LS 0 00 Cb LS LL MS RL RS 2 5 2 5 0 0 2 5 2 5 1 00 1 00 1 00 1 00 1 00 8 0 8 0 8 0 8 0 2 9 1 00 1 00 1 00 1 67 1 00 2 9 1 1 0 0 3 4 1 9 1 00 1 67 1 00 1 67 1 00 1 9 3 8 0 0 3 4 1 9 1 00 1 67 1 00 1 67 1 00 1 9 3 3 0 0 3 4 1 9 1 00 1 67 1 00 1 67 1 00 1 9 3 4 0 0 3 4 1 9 1 00 1 67 1 00 1 67 1 00 1 9 3 4 0 0 2 4 2 9 1 00 1 67 1 00 1 67 1 00 2 9 3 7 0 0 0 0 18 1 1 00 1 67 1 00 1 00 1 00 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 Date 1 8/8/2008 Designed By JRS Checked By 8/ 5/08 8 27am 0 53 0 54 -0 42 0 02 Available Reduction Factor Out In 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 Page 70 Of 446 Span Left Id Sup 1 0 00 2 0 23 3 1 92 4 0 80 5 0 60 6 0 66 7 0 61 8 0 77 9 0 02 r r y L HCI STEEL BUILDING SYSTEMS. INC. 4050 Purlin Design Report (Surface 2) PURLIN ANALYSIS STRENGTH /DEFLECTION UNBRACE LENGTHS Span Id Major Job No Customer Description Shear(k) Left Right Right Lap Lap Sup -0 37 -0 96 -1 39 1 48 -1 55 -1 83 0 70 -0 39 -0 49 0 50 -0 59 -0 69 0 57 -0 53 -0 62 0 51 -0 53 -0 68 0 62 -0 50 0 00 Span Shear(k) Id Loc Calc Allow UC Loc 1 RS -0 37 3 24 0 12 RS 2 RL -0 96 3 24 0 30 RL 3 RL -1 55 3 24 0 48 MS 4 LL 0 70 3 24 0 22 LL 5 RL -0 59 3 24 0 18 RL 6 LL 0 57 3 24 0 17 LL 7 RL -0 53 3 24 0 16 RL 8 LL 0 62 9 34 0 07 MS 9 LS 0 02 9 34 0 00 LS 4050 modify Clallum Builders Exc Inc Date 8/8/2008 Westport Shipyard Cabinet Designed By JRS Checked By Left Left Sup Lap Moment (f -k) 0 47 8 41 0 06 RS 0 02 3 38 7 27 0 47 RS 0 21 5 47 8 41 0 65 LS 0 25 4 30 5 90 0 73 LL 0 28 1 74 8 41 0 21 RL 0 06 1 79 8 41 0 21 LL 0 06 1 60 8 41 0 19 RL 0 05 2 42 13 85 0 17 LS 0 02 0 00 13 85 0 00 LS 0 00 8/ 5/08 8 27am Moment (f -k) MidSpan Right Right Mom Loc Lap Sup 0 00 0 00 0 00 0 47 0 47 0 29 1 53 3 38 6 77 6 77 1 88 -5 47 12 79 2 54 5 70 5 70 4 30 -0 47 15 49 1 03 1 86 1 86 0 82 -1 64 11 66 1 74 2 94 2 94 1 79 -1 33 12 88 1 38 2 45 2 45 1 41 -1 14 11 82 1 60 3 33 3 33 1 33 -2 42 14 96 0 00 0 00 0 00 0 33 0 00 Mom +Shr Deflection(in) Calc Allow UC Loc UC Calc Allow 0 05 0 08 0 83 0 10 -0 23 0 15 0 11 -0 26 0 01 Available Reduction Minor Cb Factor LS LL MS RL RS LS LL MS RL RS Out In 1 2 5 2 5 2 5 2 5 2 5 2 5 1 00 1 00 1 00 1 00 1 00 1 00 0 70 Page 71 Of 446 HCI STEEL BUILDING SYSTEMS. 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Job No 4050 4050 Purlin Design Report (Surface 2) 2 10 8 8 0 8 0 8 0 8 0 2 9 3 25 0 2 9 1 4 0 0 1 8 1 9 4 25 0 1 9 9 3 0 0 3 4 1 9 5 25 0 1 9 1 8 0 0 3 5 1 9 6 25 0 1 9 3 8 0 0 3 1 1 9 7 25 0 1 9 3 3 0 0 3 7 2 9 8 24 7 2 9 2 4 0 0 0 0 19 4 9 0 3 0 3 0 3 0 3 0 3 0 3 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325) Span Lap_Shear(k) Shear_Ratio Id Left Right Left Right 2 0 59 3 0 59 0 76 4 0 76 0 25 5 0 25 0 39 6 0 39 0 33 7 0 33 0 34 8 0 24 0 30 0 30 0 39 0 39 0 13 0 13 0 20 0 20 0 17 0 17 0 12 0 12 LOAD COMBINATION #17 DL +CL +1 6AUX4 PURLIN ANALYSIS Span Left Id Sup 1 0 00 2 -0 18 3 1 71 4 2 04 5 0 76 Description Westport Shipyard Cabinet Shear(k) Left Right Right Lap Lap Sup -0 13 -0 59 -0 74 1 28 -1 75 -2 03 1 76 -1 43 -1 71 0 67 -0 43 -0 52 Left Left Sup Lap 0 00 0 16 5 18 9 14 5 05 modify Customer Clallum Builders Exc Inc Date 1 00 1 00 1 00 1 67 1 00 1 00 1 67 1 00 1 67 1 00 1 00 1 67 1 00 1 67 1 00 1 00 1 67 1 00 1 67 1 00 1 00 1 67 1 00 1 67 1 00 1 00 1 67 1 00 1 67 1 00 1 00 1 67 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Moment (f -k) MidSpan Right Right Mom Loc Lap Sup 0 00 0 00 0 16 0 00 0 87 -4 63 11 44 5 59 -4 69 13 59 3 72 -0 59 14 81 Designed Byl JRS Checked By 8/ 5/08 8 27am 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 3 26 5 60 2 11 1 19 8/8/2008 Page 72 Of 446 0 16 5 18 9 14 5 05 2 08 r r HCI STEEL BUILDING SYSTEMS, INC. 4050 Purlin Design Report (Surface 2) 6 0 62 7 0 62 8 0 77 9 0 02 STRENGTH /DEFLECTION Span Id 1 2 3 4 5 6 7 8 9 RS RL RL LL LL RL LL LL LS UNBRACE LENGTHS 1 2 5 2 10 8 3 25 0 4 25 0 5 25 0 6 25 0 7 25 0 8 24 7 9 0 3 0 52 -0 57 -0 67 0 52 -0 52 -0 67 0 62 -0 50 0 00 Shear (k) Job No 4050 Customer I Clallum Builders Exc Inc Description! Westport Shipyard Cabinet Loc Calc Allow UC Loc 0 13 3 24 0 04 RS -0 59 3 24 0 18 RL 1 75 3 24 0 54 RL 1 76 3 24 0 54 LL 0 67 3 24 0 21 LL 0 57 3 24 0 18 MS 0 52 3 24 0 16 LL 0 62 9 34 0 07 MS 0 02 9 34 0 00 LS Span Minor Id Major LS LL MS RL RS LAP BOLT SHEAR /BEARING Bolt 0 500 (A325) 2 08 2 69 3 26 0 00 Moment (f -k) 1 01 -1 64 12 03 1 61 -1 05 12 05 1 27 -2 45 14 90 0 00 0 33 Calc Allow UC Loc UC 0 16 8 41 0 02 LS 0 00 3 26 7 27 0 45 RL 0 16 5 60 8 41 0 67 RL 0 56 5 59 8 41 0 66 LL 0 56 3 72 7 09 0 52 LL 0 21 1 64 8 41 0 20 RL 0 04 1 61 8 41 0 19 LL 0 05 2 45 13 85 0 18 LS 0 02 0 00 13 85 0 00 LS 0 00 Cb LS LL MS RL RS 2 5 2 5 0 0 2 5 2 5 1 00 1 00 1 00 1 00 1 00 8 0 8 0 8 0 8 0 2 9 1 00 1 00 1 00 1 67 1 00 2 9 0 7 0 0 3 8 1 9 1 00 1 67 1 00 1 67 1 00 1 9 3 8 0 0 1 6 1 9 1 00 1 67 1 00 1 67 1 00 1 9 8 2 0 0 3 5 1 9 1 00 1 67 1 00 1 67 1 00 1 9 2 2 0 0 3 1 1 9 1 00 1 67 1 00 1 67 1 00 1 9 3 8 0 0 3 7 2 9 1 00 1 67 1 00 1 67 1 00 2 9 2 3 0 0 0 0 19 5 1 00 1 67 1 00 1 00 1 00 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 modify Date 8/8/2008 Designed By JRS Checked By 8/ 5/08 8 27am 1 53 1 56 0 06 0 09 0 61 0 63 0 05 0 23 0 09 -0 27 0 01 Page 73 Of 446 2 69 3 26 0 00 0 00 Mom +Shr Deflection(in) Calc Allow Available Reduction Factor Out In 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 i' 1 11111i7 Des Customer r Job No cription HCI STEEL BUILDING SYSTEMS. 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Span Lap_Shear(k) Shear_Ratio Id Left Right Left Right 2 0 45 0 23 3 0 45 1 22 0 23 0 62 4 1 22 0 67 0 62 0 34 5 0 67 0 28 0 34 0 14 6 0 28 0 36 0 14 0 18 7 0 36 0 33 0 18 0 12 8 0 24 0 12 LOAD COMBINATION #18 DL +CL +1 6AUX5 PURLIN ANALYSIS STRENGTH /DEFLECTION 4050 Clallum Builders Exc Inc Westport Shipyard Cabinet 4050 Purlin Design Report (Surface. 2) modify Date l 8/8/2008 Designed Byl JRS Checked By 8/ 5/08 8 27am 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 13 0 00 0 00 0 00 0 16 2 0 19 -0 22 -0 37 0 16 -0 18 3 62 0 31 1 16 3 0 48 0 33 -0 71 -0 81 1 16 0 00 -1 06 9 28 3 87 5 30 4 1 72 1 44 -1 74 -2 02 5 30 2 33 -4 58 11 48 5 57 9 10 5 2 03 1 75 -1 43 -1 71 9 10 5 55 -4 68 13 56 2 17 5 12 6 0 77 0 68 -0 42 -0 51 5 12 3 76 -0 69 15 03 0 99 1 87 7 0 58 0 48 -0 56 -0 71 1 87 0 87 -1 37 11 22 1 69 3 51 8 0 78 0 63 -0 49 3 51 1 49 -2 35 15 10 0 00 9 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 13 3 24 0 04 RS 0 16 8 41 0 02 LS 0 00 0 00 2 RL -0 22 3 24 0 07 RS 0 58 8 41 0 07 RS 0 01 0 00 Page 74 Of 446 1 1 9 L HCI STEEL BUILDING SYSTEMS. INC. 3 RL 4 RL 5 LL 6 LL 7 RL 8 LL 9 LS UNBRACE LENGTHS LAP BOLT SHEAR /BEARING Bolt 0 500 (A325) 2 0 10 3 0 10 0 71 4 0 71 1 21 5 1 21 0 68 6 0 68 0 25 7 0 25 0 36 8 0 25 Job No Customer Clallum Builders Exc Inc Description Westport Shipyard Cabinet 4050 Purlin Design Report (Surface 2) 0 71 3 24 0 22 RL -1 74 3 24 0 54 RL 1 75 3 24 0 54 LL 0 68 3 24 0 21 LL 0 56 3 24 0 17 RL 0 63 9 34 0 07 MS 0 02 9 34 0 00 LS Span Minor Id Major LS LL MS RL 1 2 5 2 5 2 5 2 5 2 5 2 5 1 00 1 00 1 00 1 00 1 00 2 10 8 1 0 0 0 0 0 1 7 2 9 1 00 1 00 1 00 1 67 1 00 3 25 0 2 9 0 0 0 0 7 4 1 9 1 00 1 67 1 00 1 67 1 00 4 25 0 1 9 1 8 0 0 3 8 1 9 1 00 1 67 1 00 1 67 1 00 5 25 0 1 9 3 8 0 0 1 7 1 9 1 00 1 67 1 00 1 67 1 00 6 25 0 1 9 8 0 0 0 2 9 1 9 1 00 1 67 1 00 1 67 1 00 7 25 0 1 9 2 0 0 0 3 6 2 9 1 00 1 67 1 00 1 67 1 00 8 24 7 2 9 2 7 0 0 0 0 19 1 1 00 1 67 1 00 1 00 1 00 9 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 Span Lap_Shear(k) Shear_Ratio Id Left Right Left Right 0 05 0 05 0 36 0 36 0 62 0 62 0 35 0 35 0 13 0 13 0 13 0 13 4050 modify 3 87 7 73 0 50 RL 0 23 5 57 8 41 0 66 RL 0 55 5 55 8 41 0 66 LL 0 55 3 76 7 26 0 52 LL 0 22 1 69 8 41 0 20 RL 0 05 -2 35 13 85 0 17 LS 0 02 0 00 13 85 0 00 LS 0 00 Cb RS LS LL MS RL RS Date 1 8/8/2008 Designed Byl JRS Checked By 8/ 5/08 8 27am 0 03 0 61 0 63 0 03 0 16 0 25 0 01 Available Reduction Factor Out In 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 Page 75 Of 446 HCI STEEL BUILDING SYSTEMS. INC. 1 2 3 4 5 6 7 8 9 Span 4050 Purlin Design Report (Surface 2) LOAD COMBINATION #19 DL +CL +1 6AUX6 PURLIN ANALYSIS Span Left Id Sup 1 0 00 2 0 09 3 0 64 4 0 53 5 1 70 6 2 05 7 0 74 8 0 74 9 0 02 STRENGTH /DEFLECTION RS RL RL RL RL LL LL LL LS UNBRACE LENGTHS Job No 9050 modify Customer I Clallum Builders Exc Inc I Date 8/8/2008 Description) Westport Shipyard Cabinet I Designed By JRS Checked By Shear(k) Left Right Right Lap Lap Sup -0 13 -0 32 -0 47 0 50 -0 55 -0 64 0 43 -0 66 -0 76 1 42 -1 76 -2 04 1 76 -1 42 -1 70 0 64 -0 40 -0 55 0 59 -0 53 0 00 Span Shear(k) Id Loc Calc Allow UC Loc 0 13 3 24 0 04 RS 0 32 3 24 0 10 RL 0 55 3 24 0 17 MS 0 66 3 24 0 20 RL 1 76 3 24 0 54 RL 1 76 3 24 0 55 LL 0 64 3 24 0 20 LL 0 59 9 34 0 06 MS 0 02 9 34 0 00 LS Minor Left Left Sup Lap Moment (f -k) MidSpan Right Right Mom Loc Lap Sup 0 00 0 00 0 00 0 16 0 16 0 09 1 69 1 10 2 24 2 24 0 60 -1 80 12 52 1 10 2 21 2 21 1 30 -0 53 10 33 3 68 5 00 5 00 2 07 -4 68 11 37 5 66 9 22 9 22 5 65 -4 74 13 65 1 99 4 91 4 91 3 62 -0 35 14 30 1 22 2 59 2 59 0 68 -2 72 14 37 0 00 0 00 0 00 0 33 0 00 Moment(f -k) Calc Allow UC Loc UC Calc Allow 0 16 8 41 0 02 LS 0 00 1 10 7 27 0 15 RS 0 02 1 80 8 41 0 21 RL 0 03 3 68 6 99 0 53 RL 0 21 5 66 8 41 0 67 RL 0 57 5 65 8 41 0 67 LL 0 57 3 62 6 54 0 55 LL 0 20 2 72 13 85 0 20 LS 0 01 0 00 13 85 0 00 LS 0 00 Cb 8/ 5/08 8 27am Mom +Shr Deflection(in) -0 02 0 03 0 27 0 06 0 63 -0 64 0 09 0 32 0 02 Available Reduction Factor Page 76 Of 446 *Ili I Customer I Clallum Builders Exc Inc Job No 4050 Description) Westport Shipyard Cabinet HCI STEEL BUILDING SYSTEMS, INC. 4050 Purlin Design Report (Surface 2) Id Major LS LL MS RL RS LS LL MS RL RS Out In 1 2 5 2 5 2 5 2 5 2 5 2 5 1 00 1 00 1 00 1 00 1 00 1 00 0 70 2 10 8 8 0 8 0 8 0 8 0 2 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 3 25 0 2 9 1 3 0 0 2 2 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 25 0 1 9 3 9 0 0 8 3 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 5 25 0 1 9 1 6 0 0 3 9 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 6 25 0 1 9 3 8 0 0 1 5 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 7 25 0 1 9 8 7 0 0 4 1 2 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 8 24 7 2 9 1 2 0 0 0 0 20 6 1 00 1 67 1 00 1 00 1 00 1 00 0 70 9 0 3 0 3 0 3 0 3 0 3 0 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 19 0 10 3 0 19 0 29 0 10 0 15 4 0 29 0 67 0 15 0 34 5 0 67 1 23 0 34 0 63 6 1 23 0 65 0 63 0 33 7 0 65 0 26 0 33 0 09 8 0 19 0 10 LOAD COMBINATION #20 DL +CL+1 6AUX7 PURLIN ANALYSIS modify Date 1 8/8/2008 Designed By! JRS Checked By 8/ 5/08 8 27am 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 13 0 00 0 00 0 00 0 16 2 0 11 -0 30 -0 44 0 16 0 04 2 21 0 89 1 95 Page 77 Of 446 NCI STEEL BUILDING SYSTEMS. INC. STRENGTH /DEFLECTION Span Shear(k) Id Loc Calc Allow UC Loc 1 2 3 4 5 6 7 8 9 RS RL RL LL RL RL LL LL LS UNBRACE LENGTHS Job No 1 4050 Customer I Clallum Builders Exc Inc Description Westport Shipyard Cabinet 0 13 3 24 0 04 RS 0 30 3 24 0 09 RL 0 59 3 24 0 18 RL 0 59 3 24 0 18 LL 0 67 3 24 0 21 RL -1 74 3 24 0 54 RL 1 71 3 24 0 53 LL 0 73 9 34 0 08 LL 0 02 9 34 0 00 LS Span Minor Id Major LS LL MS RL RS Moment (f -k) Cb modify Calc Allow UC Loc UC 0 16 8 41 0 02 LS 0 00 0 89 7 27 0 12 RS 0 02 1 84 8 41 0 22 RL 0 06 1 84 8 41 0 22 LL 0 06 3 78 7 05 0 54 RL 0 22 5 39 8 41 0 64 RL 0 52 5 46 8 41 0 65 LL 0 53 3 68 11 98 0 31 LL 0 08 0 00 13 85 0 00 LS 0 00 LS LL MS RL RS 1 2 5 2 5 2 5 2 5 2 5 2 5 1 00 1 00 1 00 1 00 1 00 2 10 8 8 0 8 0 8 0 8 0 2 9 1 00 1 00 1 00 1 67 1 00 3 25 0 2 9 1 0 0 0 3 7 1 9 1 00 1 67 1 00 1 67 1 00 4 25 0 1 9 3 7 0 0 2 1 1 9 1 00 1 67 1 00 1 67 1 00 5 25 0 1 9 3 3 0 0 8 2 1 9 1 00 1 67 1 00 1 67 1 00 6 25 0 1 9 1 7 0 0 3 7 1 9 1 00 1 67 1 00 1 67 1 00 7 25 0 1 9 3 8 0 0 1 3 2 9 1 00 1 67 1 00 1 67 1 00 8 24 7 2 9 6 6 0 0 0 0 15 2 1 00 1 67 1 00 1 00 1 00 9 0 3 0 3 0 3 0 0 0 3 0 3 1 00 1 00 1 00 1 00 1 00 Date 1 8/8/2008 Designed By JRS Checked By 4050 Purlin Design Report (Surface 2) 8/ 5/08 8 27am 3 0 60 0 45 -0 59 -0 69 1 95 0 44 -1 54 11 65 1 84 3 04 4 0 69 0 59 -0 50 -0 60 3 04 1 84 -1 53 13 33 0 94 1 98 5 0 52 0 42 -0 67 -0 77 1 98 1 10 -0 62 10 04 3 78 5 14 6 1 72 1 44 -1 74 -2 02 5 14 2 17 -4 75 11 49 5 39 8 93 7 1 99 1 71 -1 32 -1 75 8 93 5 46 -4 29 13 28 1 57 5 99 8 0 88 0 73 -0 39 5 99 3 68 -1 49 17 05 0 00 9 0 02 0 00 0 00 0 00 0 33 0 00 Mom +Shr Deflection(in) Calc Allow 0 01 0 02 0 20 0 20 0 05 0 65 0 55 0 04 0 01 Available Reduction Factor Out In 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 Page 78 Of 446 r r P L NCI STEEL BUILDING SYSTEMS. 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PURLIN ANALYSIS 4050 Purlin Design Report (Surface 2) LAP BOLT SHEAR /BEARING Bolt 0 500 (A325) Job No Customer Description Span Lap_Shear(k) Shear_Ratio Id Left Right Left Right 2 0 17 0 09 3 0 17 0 41 0 09 0 21 4 0 41 0 26 0 21 0 13 5 0 26 0 68 0 13 0 35 6 0 68 1 19 0 35 0 61 7 1 19 0 61 0 61 0 22 8 0 43 0 22 LOAD COMBINATION #21 DL +CL +1 6AUX8 4050 modify Clallum Builders Exc Inc Date 8/8/2008 Westport Shipyard Cabinet I Designed By JRS Checked By 8/ 5/08 8 27am 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 13 0 00 0 00 0 00 0 16 2 0 11 -0 30 -0 45 0 16 0 05 2 07 0 94 2 03 3 0 61 0 46 -0 58 -0 67 2 03 0 48 -1 61 11 88 1 64 2 82 4 0 64 0 55 -0 55 -0 64 2 82 1 70 -1 22 12 53 1 67 2 78 5 0 67 0 57 -0 52 -0 62 2 78 1 62 -1 57 13 00 1 07 2 14 6 0 54 0 44 -0 65 -0 75 2 14 1 22 -0 69 10 49 3 42 4 73 7 1 64 1 36 -1 67 -2 10 4 73 1 91 -4 30 10 98 5 01 10 43 8 2 27 1 84 -1 42 10 43 4 53 -6 77 15 15 0 01 9 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 Page 79 Of 446 NCI STEEL BUILDING SYSTEMS. INC. 1 2 3 4 5 6 7 8 9 UNBRACE LENGTHS Span Id Major LAP BOLT SHEAR /BEARING Bolt 0 500 (A325) 2 0 18 3 0 18 0 38 4 0 38 0 37 5 0 37 0 29 6 0 29 0 63 7 0 63 1 06 Job No Customer Description 4050 Purlin Design Report (Surface 2) RS -0 13 3 24 0 04 RS RL -0 30 3 24 0 09 RL RL -0 58 3 24 0 18 RL LL 0 55 3 24 0 17 LL LL 0 57 3 24 0 18 LL RL -0 65 3 24 0 20 RL RL -1 67 3 24 0 52 RL LL 1 84 9 34 0 20 MS LS 0 05 9 34 0 01 LS Minor LS LL MS RL RS 0 16 8 41 0 02 LS 0 00 0 94 7 27 0 13 RS 0 02 1 64 8 41 0 20 RL 0 05 1 70 8 41 0 20 LL 0 05 1 62 8 41 0 19 LL 0 05 3 42 7 69 0 44 RL 0 18 5 01 8 41 0 60 RL 0 46 -6 77 13 85 0 49 LS 0 21 0 01 13 85 0 00 LS 0 00 Cb LS LL MS RL RS Span Lap_Shear(k) Shear_Ratio Id Left Right Left Right 0 09 0 09 0 19 0 19 0 19 0 19 0 15 0 15 0 32 0 32 0 38 4050 Clallum Builders Exc Inc Westport Shipyard Cabinet 1 2 5 2 5 2 5 0 0 2 5 2 5 1 00 1 00 1 00 1 00 1 00 2 10 8 8 0 8 0 8 0 8 0 2 9 1 00 1 00 1 00 1 67 1 00 3 25 0 2 9 1 1 0 0 3 3 1 9 1 00 1 67 1 00 1 67 1 00 4 25 0 1 9 3 8 0 0 3 7 1 9 1 00 1 67 1 00 1 67 1 00 5 25 0 1 9 3 3 0 0 2 3 1 9 1 00 1 67 1 00 1 67 1 00 6 25 0 1 9 3 5 0 0 7 5 1 9 1 00 1 67 1 00 1 67 1 00 7 25 0 1 9 1 5 0 0 3 6 2 9 1 00 1 67 1 00 1 67 1 00 8 24 7 2 9 2 8 0 0 0 0 19 0 1 00 1 67 1 00 1 00 1 00 9 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 modify Date 8/8/2008 Designed By JRS Checked By 8/ 5/08 8 27am 0 01 0 02 0 22 0 13 0 21 0 02 0 52 0 70 0 04 Available Reduction Factor Out In 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 Page 80 Of 446 HC STEEL BUILDING SYSTEMS. INC, 8 0 75 PURLIN ANALYSIS Span Left Id Sup 1 0 00 2 0 74 3 0 44 4 1 93 5 0 63 6 1 88 7 0 62 8 2 08 9 0 05 STRENGTH /DEFLECTION 1 2 3 4 5 6 7 8 9 RS LS RL LL RL LL LL LL LS UNBRACE LENGTHS Job No 4050 modify Customer I Clallum Builders Exc Inc Date 8/8/2008 Description) Westport Shipyard Cabinet 4050 Purlin Design Report (Surface 2) 0 38 LOAD COMBINATION #22 DL +CL +1 6AUX9 Shear(k) Left Right Right Lap Lap Sup -0 37 -0 45 -0 88 0 29 -0 75 -0 85 1 65 -1 54 -1 82 0 53 -0 56 -0 66 1 60 -1 58 -1 86 0' 52 -0 52 -0 67 1 65 -1 62 0 00 Span Shear(k) Id Loc Calc Allow UC Loc 0 37 3 24 0 12 RS 0 74 3 24 0 23 MS 0 75 3 24 0 23 RL 1 65 3 24 0 51 MS 0 56 3 24 0 17 RL 1 60 3 24 0 49 MS 0 52 3 24 0 16 LL 1 65 9 34 0 18 MS 0 05 9 34 0 01 LS Left Left Sup Lap 0 00 0 00 0 00 0 47 0 47 -1 38 4 97 -0 71 1 19 1 19 0 14 -0 67 8 50 4 83 6 33 6 33 2 98 -6 08 12 87 1 80 4 94 4 94 3 86 1 12 12 18 4 20 5 35 5 35 2 08 -6 48 12 57 1 88 5 11 5 11 4 04 1 38 12 03 4 00 5 70 5 70 0 35 -8 71 13 87 0 01 0 01 0 00 0 33 0 00 Moment (f -k) Calc Allow UC Loc UC 0 47 8 41 0 06 RS 0 02 1 38 8 41 0 16 LS 0 06 4 83 5 89 0 82 RL 0 35 6 08 8 41 0 72 LS 0 23 4 20 5 89 0 71 RL 0 26 6 48 8 41 0 77 LS 0 19 4 04 5 89 0 69 LL 0 24 8 71 13 85 0 63 LS 0 08 0 01 13 85 0 00 LS 0 00 Designed Byl JRS Checked By 8/ 5/08 8 27am Moment (f -k) MidSpan Right Right Mom Loc Lap Sup Mom +Shr Deflection(in) Calc Allow 0 03 -0 04 0 10 -0 98 0 43 -1 07 0 48 -1 08 0 05 Page 81 Of 446 NCI STEEL BUILDING SYSTEMS. INC. 4050 Purlin Design Report (Surface 2) Span Id Major 1 2 5 2 10 8 3 25 0 4 25 0 5 25 0 6 25 0 7 25 0 8 24 7 9 0 3 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325) Span Lap_Shear(k) Shear_Ratio Id Left Right Left Right 2 0 10 3 0 10 0 84 4 0 84 0 66 5 0 66 0 71 6 0 71 0 68 7 0 68 0 58 8 0 41 LOAD COMBINATION #23 DL +CL +1 6AUX10 PURLIN ANALYSIS Span Left Id Sup Job No 4050 Customer Clallum Builders Exc Inc Description Westport Shipyard Cabinet Minor LS LL MS RL RS 2 5 2 5 2 5 2 5 2 5 0 7 0 0 0 0 0 0 1 6 2 9 0 5 0 0 9 5 1 9 1 9 2 0 0 0 1 2 1 9 1 9 21 3 21 3 21 3 1 9 1 9 1 4 0 0 1 3 1 9 1 9 20 3 20 3 20 3 2 9 2 9 21 8 0 0 0 0 21 8 0 3 0 3 0 3 0 3 0 3 0 05 0 05 0 43 0 43 0 34 0 34 0 36 0 36 0 35 0 35 0 21 0 21 Shear(k) Left Right Right Lap Lap Sup Left Left Sup Lap Cb LS LL MS RL RS 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 67 1 00 1 00 1 67 1 00 1 67 1 00 1 00 1 67 1 00 1 67 1 00 1 00 1 67 1 00 1 67 1 00 1 00 1 67 1 00 1 67 1 00 1 00 1 67 1 00 1 67 1 00 1 00 1 67 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 modify Date 8/8/2008 Designed By JRS Checked By 8/ 5/08 8 27am Available Reduction Factor Out In 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 Moment (f -k) MidSpan Right Right Mom Loc Lap Sup Page 82 Of 446 F r v L A NCI STEEL BUILDING SYSTEMS. 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Span 1 RS -0 13 2 RL -0 73 3 RL -1 52 4 RL -0 56 5 RL -1 59 6 LL 0 57 7 RL -1 54 8 LL 0 78 9 LS 0 02 UNBRACE LENGTHS Span Id Major 1 2 5 2 10 8 3 25 0 4 25 0 5 25 0 6 25 0 7 25 0 8 24 7 J STRENGTH /DEFLECTION Shear(k) Id Loc Calc Allow UC Loc 3 3 3 3 3 3 3 9 9 Job Nol 4050 Customer l Clallum Builders Exc Description) Westport Shipyard Cabinet 4050 Purlin Design Report (Surface 2) 1 0 00 -0 13 0 00 0 00 0 00 0 16 2 -0 32 -0 73 -0 88 0 16 0 16 0 00 4 35 6 67 3 1 94 1 51 -1 52 -1 80 6 67 1 70 -5 95 12 98 1 76 4 87 4 0 63 0 53 -0 56 -0 66 4 87 3 78 1 06 12 16 4 16 5 31 5 1 87 1 59 -1 59 -1 87 5 31 2 06 -6 37 12 49 2 11 5 36 6 0 67 0 57 -0 52 -0 62 5 36 4 19 1 01 13 00 3 64 4 71 7 1 77 1 49 -1 54 -1 97 4 71 1 66 -5 75 11 82 2 21 7 27 8 0 93 0 78 -0 34 7 27 4 81 -1 12 18 06 0 00 9 0 02 0 00 0 00 0 00 0 33 0 00 24 24 24 24 24 24 24 34 34 0 0 0 0 0 0 0 0 0 Minor 04 23 47 17 49 18 48 08 00 RS RL MS RL MS LL MS LL LS LS LL MS RL RS 2 5 2 5 8 0 8 0 2 9 1 2 1 9 21 3 1 9 1 4 1 9 21 3 1 9 1 2 2 9 8 6 0 0 8 0 0 0 21 3 0 0 21 3 0 0 0 0 2 5 2 5 8 0 2 9 1 2 1 9 21 3 1 9 1 4 1 9 21 3 1 9 1 5 2 9 0 0 13 2 Moment (f -k) Calc Allow 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 1 1 1 1 1 1 1 00 00 67 67 67 67 67 67 1 1 1 1 1 1 1 1 Cb Inc Mom +Shr UC Loc 00 00 00 00 00 00 00 00 1 1 1 1 1 1 1 1 00 67 67 67 67 67 67 00 modify Date LS LL MS RL RS Designed Byl JRS Checked By Deflection(in) UC Calc Allow 0 16 8 41 0 02 LS 0 00 -0 08 4 35 7 27 0 60 RL 0 29 0 12 -5 95 8 41 0 71 LS 0 25 -0 94 4 16 5 89 0 71 RL 0 26 0 41 6 37 8 41 0 76 RS 0 19 -1 05 4 19 5 89 0 71 LL 0 26 0 40 5 75 8 41 0 68 RS 0 19 -0 90 4 81 9 70 0 50 LL 0 13 0 06 0 00 13 85 0 00 LS 0 00 0 00 1 1 1 1 1 1 1 1 00 00 00 00 00 00 00 00 1 1 1 1 1 1 1 1 8/ 5/08 8 27am Available Reduction Factor Out In 00 00 00 00 00 00 00 00 8/8/2008 0 0 0 0 0 0 0 0 Page 83 Of 446 70 70 70 70 70 70 70 70 HCI STEEL BUILDING SYSTEMS. INC. LAP BOLT SHEAR /BEARING Bolt 0 500 (A325) DEFLECTION LOAD COMBINATION 1 LL Span DEFLECTION(in) Id Calc Allow Ratio 1 -0 02 2 0 04 0 87 0 04 3 -0 41 2 00 0 21 4 -0 27 2 00 0 14 5 -0 30 2 00 0 15 6 -0 33 2 00 0 16 7 -0 20 2 00 0 10 8 -0 50 1 97 0 25 9 0 03 LOAD COMBINATION 2 1 42SL Span DEFLECTION(in) Job No 1 4050 Ili Customer I Clallum Builders Exc Inc D escription Westport Shipyard Cabinet 4050 Purlin Design Report (Surface 2) Span Lap_Shear(k) Shear Ratio Id Left Right Left Right 2 0 58 0 30 3 0 58 0 65 0 30 0 33 4 0 65 0 71 0 33 0 36 5 0 71 0 71 0 36 0 36 6 0 71 0 63 0 36 0 32 7 0 63 0 74 0 32 0 27 8 0 52 0 27 modify Date l 8/8/2008 Designed Byl JRS Checked By 8/ 5/08 8 27am 9 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 Page 84 Of 446 Job No 4050 Customer I Clallum Builders Exc Inc L 1Description1 Westport Shipyard Cabinet HCI STEEL BUILDING SYSTEMS. INC. 4050 Purlin Design Report (Surface 2) Id Calc Allow Ratio 1 -0 04 2 0 07 0 87 0 08 3 -0 73 2 00 0 36 4 -0 49 2 00 0 24 5 -0 54 2 00 0 27 6 -0 58 2 00 0 29 7 -0 36 2 00 0 18 8 -0 88 1 97 0 45 9 0 04 4050 Purlin Design Report (Surface 2) ROOF PURLIN PURLIN LAYOUT (Purlin Id= 8) DESIGN RUN 1, SURFACE 2 Bay Span Purlin Span Lap(ft) Load No Id Id Size (ft) Left Right Width Brace 1 11Z25U14 2 50 4 92 0 1 2 11Z25U14 10 83 2 88 4 92 0 2 3 11Z25U14 25 00 2 88 1 88 4 92 0 3 4 11Z25U14 25 00 1 88 1 88 4 92 0 4 5 11Z25U14 25 00 1 88 1 88 4 92 0 5 6 11Z25U14 25 00 1 88 1 88 4 92 0 6 7 11Z25U14 25 00 1 88 2 88 4 92 0 7 8 11Z25U12 24 67 2 88 4 92 0 9 11Z25U12 0 33 4 92 0 LOAD COMBINATION 1 DL +CL +LL modify Date 8/8/2008 Designed By JRS Checked By 8/ 5/08 8 27am 8/ 5/08 8 27am Page 85 Of 446 r r V HCI STEEL BUILDING SYSTEMS. INC. 4050 Purlin Design Report (Surface 2) PURLIN ANALYSIS Span Left Id Sup 1 0 00 2 0 31 3 1 77 4 1 89 5 1 85 6 1 89 7 1 77 8 2 23 9 0 05 STRENGTH /DEFLECTION Span Id 1 2 3 4 5 6 7 8 9 RS RL RL LL RL LL RL LL LS UNBRACE LENGTHS Job No 111 Customer Description Shear(k) Left Right Right Lap Lap Sup -0 37 -0 87 -1 30 1 34 -1 68 -1 96 1 61 -1 56 -1 84 1 57 -1 60 -1 88 1 61 -1 56 -1 84 1 49 -1 53 -1 96 1 80 -1 45 0 00 Shear(k) Loc Calc Allow UC Loc -0 37 3 24 0 12 RS -0 87 3 24 0 27 RL 1 68 3 24 0 52 RL 1 61 3 24 0 50 LL 1 60 3 24 0 49 RL 1 61 3 24 0 50 LL 1 53 3 24 0 47 RL 1 80 9 34 0 19 MS 0 05 9 34 0 01 LS 4050 Clallum Builders Exc Inc Westport Shipyard Cabinet Left Left Sup Lap Moment(f -k) 0 47 8 41 0 06 RS 0 02 2 70 7 27 0 37 RS 0 16 4 88 8 41 0 58 RL 0 44 5 01 8 41 0 60 LL 0 45 4 67 8 41 0 56 RL 0 40 4 65 8 41 0 55 LL 0 40 4 60 8 41 0 55 RL 0 39 -7 04 13 85 0 51 LS 0 18 0 01 13 85 0 00 LS 0 00 Span Minor Cb Id Major LS LL MS RL RS LS LL MS RL RS modify Date 8/8/2008 Designed By JRS Checked By 8/ 5/08 8 27am Moment (f -k) MidSpan Right Right Mom Loc Lap Sup 0 00 0 00 0 00 0 47 0 47 0 14 2 10 2 70 5 83 5 83 1 37 -4 62 11 84 4 88 8 30 8 30 5 01 -3 71 12 69 4 41 7 59 7 59 4 39 -3 89 12 41 4 67 7 93 7 93 4 65 -4 05 12 68 4 09 7 27 7 27 4 22 -3 24 11 87 4 60 9 61 9 61 3 82 -7 04 14 94 0 01 0 01 0 00 0 33 0 00 Mom +Shr Deflection(in) Calc Allow UC Loc UC Calc Allow -0 03 0 06 -0 63 -0 42 -0 46 -0 50 -0 31 -0 76 0 04 Available Reduction Factor Out In Page 86 Of 446 HCI STEEL BUILDING SYSTEMS. INC. 4050 Purlin Design Report (Surface 2) 1 2 5 2 5 2 5 0 0 2 5 2 5 2 10 8 8 0 8 0 8 0 8 0 2 9 3 25 0 2 9 1 1 0 0 3 4 1 9 4 25 0 1 9 3 8 0 0 3 4 1 9 5 25 0- 1 9 3 3 0 0 3 5 1 9 6 25 0 1 9 3 4 0 0 3 1 1 9 7 25 0 1 9 3 4 0 0 3 7 2 9 8 24 7 2 9 2 4 0 0 0 0 19 4 9 0 3 0 3 0 3 0 3 0 3 0 3 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325) Span Lap_Shear(k) Shear Ratio Id Left Right Left Right 2 0 51 0 26 3 0 51 1 11 0 26 0 57 4 1 11 1 01 0 57 0 52 5 1 01 1 06 0 52 0 54 6 1 06 0 97 0 54 0 50 7 0 97 0 98 0 50 0 35 8 0 69 0 35 LOAD COMBINATION 2 DL +CL +1 42SL PURLIN ANALYSIS Span Left Id Sup 1 0 00 2 0 47 3 2 66 4 2 85 Job No 4050 Customer Clallum Builders Exc Inc Description Westport Shipyard Cabinet Shear(k) Left Right Right Lap Lap Sup -0 56 -1 32 -1 96 2 01 -2 54 -2 96 2 43 -2 35 -2 77 Left Left Sup Lap 0 00 0 70 8 78 12 51 modify 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 67 1 00 1 00 1 67 1 00 1 67 1 00 1 00 1 67 1 00 1 67 1 00 1 00 1 67 1 00 1 67 1 00 1 00 1 67 1 00 1 67 1 00 1 00 1 67 1 00 1 67 1 00 1 00 1 67 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 0 00 0 00 0 21 2 10 2 06 -6 97 11 84 7 55 -5 59 12 69 Date 8/8/2008 Designed Byl JRS Checked By 8/ 5/08 8 27am 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 Moment (f -k) MidSpan Right Right Mom Loc Lap Sup 0 70 4 07 8 78 7 35 12 51 6 65 11 45 Page 87 Of 446 r L HCI STEEL BUILDING SYSTEMS. INC. 4050 Purlin Design Report (Surface 2) 5 2 79 6 2 85 7 2 67 8 3 36 9 0 08 STRENGTH /DEFLECTION Job No 4050 Customer Clallum Builders Exc Inc Description 2 37 -2 41 -2 83 2 43 -2 35 -2 77 2 25 -2 30 -2 95 2 71 -2 19 0 00 Span Shear(k) Moment(f -k) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC 1 RS 0 70 8 41 0 08 RS 0 04 2 RL 4 07 7 27 0 56 RS 0 36 3 RL 7 35 8 41 0 87 RL 1 00 4 LL 7 55 8 41 0 90 LL 1 03 5 RL 7 05 8 41 0 84 RL 0 92 6 LL 7 01 8 41 0 83 LL 0 91 7 RL 6 93 8 41 0 82 RL 0 88 8 LL -10 61 13 85 0 77 LS 0 42 9 LS 0 01 13 85 0 00 LS 0 00 UNBRACE LENGTHS LAP BOLT SHEAR /BEARING 0 56 3 24 0 17 RS -1 32 3 24 0 41 RL -2 54 3 24 0 78 RL 2 43 3 24 0 75 LL 2 41 3 24 0 74 RL 2 43 3 24 0 75 LL 2 30 3 24 0 71 RL 2 71 9 34 0 29 MS 0 08 9 34 0 01 LS Span Minor Id Major LS LL MS RL RS modify Date 1 8/8/2008 Westport Shipyard Cabinet I Designed Byl JRS Checked By 11 45 11 96 10 97 14 49 0 01 6 61 -5 86 12 41 7 01 -6 10 12 68 6 36 -4 88 11 87 5 76 -10 61 14 94 0 00 0 33 Cb LS LL MS RL RS 1 2 5 2 5 2 5 2 5 2 5 2 5 1 00 1 00 1 00 1 00 1 00 2 10 8 8 0 8 0 8 0 8 0 2 9 1 00 1 00 1 00 1 67 1 00 3 25 0 2 9 1 1 0 0 3 4 1 9 1 00 1 67 1 00 1 67 1 00 4 25 0 1 9 3 8 0 0 3 4 1 9 1 00 1 67 1 00 1 67 1 00 5 25 0 1 9 3 3 0 0 3 5 1 9 1 00 1 67 1 00 1 67 1 00 6 25 0 1 9 3 4 0 0 3 1 1 9 1 00 1 67 1 00 1 67 1 00 7 25 0 1 9 3 4 0 0 3 7 2 9 1 00 1 67 1 00 1 67 1 00 8 24 7 2 9 2 4 0 0 0 0 19 4 1 00 1 67 1 00 1 00 1 00 9 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 8/ 5/08 8 27am 7 05 11 96 6 17 10 97 6 93 14 49 0 01 0 00 Mom +Shr Deflection(in) Calc Allow 0 05 0 09 0 95 0 63 -0 70 -0 75 0 46 1 14 0 06 Available Reduction Factor Out In 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 Page 88 Of 446 r r Ill HCI STEEL BUILDING SYSTEMS. 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PURLIN ANALYSIS STRENGTH /DEFLECTION Bolt 0 500 (A325) Job No 1 4050 Customer I Clallum Builders Exc Inc 1Descriptionl 2 0 76 0 39 3 0 76 1 67 0 39 0 85 4 1 67 1 53 0 85 0 78 5 1 53 1 59 0 78 0 81 6 1 59 1 46 0 81 0 75 7 1 46 1 48 0 75 0 53 8 1 04 0 53 LOAD COMBINATION 3 DL +CL +0 75LL +0 75WP 4050 Purlin Design Report (Surface 2) Span Lap_Shear(k) Shear Ratio Id Left Right Left Right Westport Shipyard Cabinet modify Date I. 8/8/2008 Designed Byl JRS Checked By 8/ 5/08 8 27am 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 40 0 00 0 00 0 00 0 50 2 0 34 -0 95 -1 41 0 50 0 15 2 10 2 92 6 31 3 1 91 1 45 -1 82 -2 13 6 31 1 48 -5 01 11 84 5 29 8 99 4 2 05 1 75 -1 69 -1 99 8 99 5 43 -4 02 12 69 4 78 8 23 5 2 01 1 70 -1 73 -2 03 8 23 4 75 -4 21 12 41 5 07 8 60 6 2 05 1 75 -1 69 -1 99 8 60 5 04 -4 39 12 68 4 43 7 88 7 1 92 1 62 -1 66 -2 12 7 88 4 57 -3 51 11 87 4 98 10 41 8 2 41 1 95 -1 57 10 41 4 14 -7 63 14 94 0 01 9 0 05 0 00 0 01 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 40 3 24 0 12 RS 0 50 8 41 0 06 RS 0 02 -0 04 Page 89 Of 446 r d L 2 RL 3 RL 4 LL 5 RL 6 LL 7 RL 8 LL 9 LS NCI STEEL BUILDING SYSTEMS. 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UNBRACE LENGTHS v Span Minor Id Major LS LL MS RL RS LAP BOLT SHEAR /BEARING Bolt 0 500 (A325) 0 95 3 24 0 29 RL 1 82 3 24 0 56 RL 1 75 3 24 0 54 LL 1 73 3 24 0 53 RL 1 75 3 24 0 54 LL 1 66 3 24 0 51 RL 1 95 9 34 0 21 MS 0 05 9 34 0 01 LS Span Lap_Shear(k) Shear_Ratio Id Left Right Left Right 2 0 55 3 0 55 1 20 4 1 20 1 10 5 1 10 1 15. 6 1 15 1 05 7 1 05 1 06 8 0 75 Job No 4050 modify Customer I Clallum Builders Exc Inc Date 1 8/8/2008 Description) Westport Shipyard Cabinet Designed Byj JRS Checked By 4050 Purlin Design Report (Surface 2) 0 28 0 28 0 61 0 61 0 56 0 56 0 59 0 59 0 54 0 54 0 38 0 38 2 92 7 27 0 40 RS 0 19 5 29 8 41 0 63 RL 0 52 5 43 8 41 0 65 LL 0 53 5 07 8 41 0 60 RL 0 47 5 04 8 41 0 60 LL 0 47 4 98 8 41 0 59 RL 0 45 -7 63 13 85 0 55 LS 0 22 0 01 13 85 0 00 LS 0 00 Cb LS LL MS RL RS 1 2 5 2 5 2 5 0 0 2 5 2 5 1 00 1 00 1 00 1 00 1 00 2 10 8 8 0 8 0 8 0 8 0 2 9 1 00 1 00 1 00 1 67 1 00 3 25 0 2 9 1 1 0 0 3 4 1 9 1 00 1 67 1 00 1 67 1 00 4 25 0 1 9 3 8 0 0 3 4 1 9 1 00 1 67 1 00 1 67 1 00 5 25 0 1 9 3 3 0 0 3 5 1 9 1 00 1 67 1 00 1 67 1 00 6 25 0 1 9 3 4 0 0 3 1 1 9 1 00 1 67 1 00 1 67 1 00 7 25 0 1 9 3 4 0 0 3 7 2 9 1 00 1 67 1 00 1 67 1 00 8 24 7 2 9 2 4 0 0 0 0 19 4 1 00 1 67 1 00 1 00 1 00 9 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 8/ 5/08 8 27am 0 06 -0 68 0 45 0 50 0 54 0 33 -0 82 0 04 Available Reduction Factor Out In 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 Page 90 Of 446 r 1 r L HCI STEEL BUILDING SYSTEMS. INC. 4050 Purlin Design Report (Surface 2) LOAD COMBINATION 4 DL +CL +0 75SL +0 75WP PURLIN ANALYSIS Span Left Id Sup 1 0 00 2 0 38 3 2 13 4 2 28 5 2 23 6 2 28 7 2 14 8 2 69 9 0 06 STRENGTH /DEFLECTION Shear(k) Left Right Right Lap Lap Sup -1 05 1 61 -2 03 1 95 -1 88 1 89 -1 93 1 94 -1 88 1 80 -1 84 2 17 Span Shear(k) Id Loc Calc Allow UC Loc 1 RS -0 45 3 24 0 14 2 RL -1 05 3 24 0 33 3 RL -2 03 3 24 0 63 4 LL 1 95 3 24 0 60 5 RL -1 93 3 24 0 60 6 LL 1 94 3 24 0 60 7 RL -1 84 3 24 0 57 8 LL 2 17 9 34 0 23 9 LS 0 06 9 34 0 01 UNBRACE LENGTHS Job No 1 4050 Customer I Clallum Builders Exc Inc Description) Westport Shipyard Cabinet 0 45 0 00 1 57 0 56 2 37 7 03 2 21 10 01 2 27 9 16 -2 22 9 57 2 36 8 78 1 75 11 59 0 00 0 01 RS RL RL LL RL LL RL MS LS Left Left Sup Lap Designed By! JRS Checked By modify Date Moment (f -k) MidSpan Right Right Mom Loc Lap Sup 0 00 0 00 0 56 0 17 2 10 3 25 7 03 1 65 -5 58 11 84 5 88 10 01 6 04 -4 47 12 69 5 32 9 16 5 29 -4 69 12 41 5 64 9 57 5 61 -4 88 12 68 4 94 8 78 5 09 -3 90 11 87 5 55 11 59 4 61 -8 49 14 94 0 01 0 00 0 33 0 00 Moment(f -k) Mom +Shr Deflection(in) Calc Allow UC Loc UC Calc Allow 0 56 8 41 0 07 RS 0 02 -0 04 3 25 7 27 0 45 RS 0 23 0 07 5 88 8 41 0 70 RL 0 64 -0 76 6 04 8 41 0 72 LL 0 66 -0 50 5 64 8 41 0 67 RL 0 59 -0 56 5 61 8 41 0 67 LL 0 58 -0 60 5 55 8 41 0 66 RL 0 56 -0 37 -8 49 13 85 0 61 LS 0 27 -0 91 0 01 13 85 0 00 LS 0 00 0 05 8/8/2008 8/ 5/08 8 27am Available Reduction Page 91 Of 446 r r L J HCI STEEL BUILDING SYSTEMS. INC. LAP BOLT SHEAR /BEARING Bolt 0 500 (A325) Span Lap_Shear(k) Shear_Ratio Id Left Right Left Right 2 0 61 0 31 3 0 61 1 33 0 31 0 68 4 1 33 1 22 0 68 0 62 5 1 22 1 28 0 62 0 65 6 1 28 1 17 0 65 0 60 7 1 17 1 18 0 60 0 42 8 0 84 0 43 LOAD COMBINATION 5 0 6DL +WS PURLIN ANALYSIS Job No 4050 modify Customer I Clallum Builders Exc Inc I Date l 8/8/2008 Description) Westport Shipyard Cabinet Designed Byl JRS Checked By 4050 Purlin Design Report (Surface 2) 8/ 5/08 8 27am Span Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In 1 2 5 2 5 2 5 2 5 2 5 2 5 1 00 1 00 1 00 1 00 1 00 1 00 0 70 2 10 8 8 0 8 0 8 0 8 0 2 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 3 25 0 2 9 1 1 0 0 3 4 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 25 0 1 9 3 8 0 0 3 4 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 5 25 0 1 9 3 3 0 0 3 5 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 6 25 0 1 9 3 4 0 0 3 1 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 7 25 0 1 9 3 4 0 0 3 7 2 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 8 24 7 2 9 2 4 0 0 0 0 19 4 1 00 1 67 1 00 1 00 1 00 1 00 0 70 9 0 3 0 3 0 3 0 3 0 3 0 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 23 0 00 0 00 0 00 -0 29 Page 92 Of 446 r r L U HCI STEEL BUILDING SYSTEMS, INC. STRENGTH /DEFLECTION UNBRACE LENGTHS Span 1 2 5 2 5 2 10 8 0 0 3 25 0 0 0 4 25 0 0 0 5 25 0 0 0 6 25 0 0 0 7 25 0 0 0 8 24 7 0 0 9 0 3 0 0 Job No Customer (Description 4050 4050 Purlin Design Report (Surface 2) 2 -0 27 0 59 0 86 -0 29 0 05 2 63 -1 61 -3 69 3 -1 10 -0 84 1 05 1 22 -3 69 -0 90 2 86 11 87 -3 03 -5 16 4 -1 18 -1 00 0 97 1 15 -5 16 -3 11 2 32 12 68 -2 75 -4 74 5 -1 15 -0 98 1 00 1 17 -4 74 -2 74 2 42 12 41 -2 92 -4 95 6 -1 18 -1 01 0 97 1 14 -4 95 -2 90 2 53 12 69 -2 53 -4 51 7 -1 10 -0 92 0 96 1 22 -4 51 -2 61 1 99 11 82 -2 95 -6 08 8 -1 41 -1 14 1 01 -6 08 -2 41 4 58 14 40 -0 01 9 -0 03 0 00 -0 01 0 00 0 33 0 00 Span Shear(k) Id Loc Calc Allow UC Loc 1 RS 0 23 3 24 0 07 RS 2 RL 0 59 3 24 0 18 RS 3 RL 1 05 3 24 0 32 MS 4 LL -1 00 3 24 0 31 MS 5 RL 1 00 3 24 0 31 MS 6 LL -1 01 3 24 0 31 MS 7 RL 0 96 3 24 0 30 RL 8 LL -1 14 9 34 0 12 MS 9 LS -0 03 9 34 0 00 LS Minor Id Major LS LL MS RL 0 0 2 5 0 0 1 7 1 7 0 0 0 0 15 7 0 0 0 0 14 1 0 0 0 0 14 4 0 0 0 0 14 8 0 0 0 0 13 1 0 0 0 0 19 5 19 5 0 0 0 0 0 0 Clallum Builders Exc Westport Shipyard Cabinet Moment (f -k) Calc Allow 0 29 1 84 2 86 2 32 2 42 2 53 2 95 4 58 0 01 RS 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 8 41 8 41 5 89 5 89 5 89 5 89 8 41 9 70 13 85 Inc Cb LS LL MS RL RS 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 67 1 00 1 00 1 67 1 00 1 00 1 67 1 00 1 00 1 67 1 00 1 00 1 67 1 00 1 00 1 67 1 00 1 00 1 00 1 00 Mom +Shr UC Loc UC 0 03 RS 0 01 0 22 RS 0 07 0 49 RL 0 17 0 39 LL 0 17 0 41 RL 0 16 0 43 LL 0 16 0 35 RL 0 16 0 47 LS 0 07 0 00 LS 0 00 1 1 1 1 1 1 1 1 1 00 67 67 67 67 67 67 00 00 modify Date Designed By Checked By 1 1 1 1 1 1 1 1 1 00 00 00 00 00 00 00 00 00 8/8/2008 JRS 8/ 5/08 8 27am Deflection(in) Calc Allow 0 02 -0 03 0 39 0 26 0 29 0 31 0 18 0 50 -0 03 Available Reduction Factor Out In 1 1 1 1 1 1 1 1 1 00 00 00 00 00 00 00 00 00 0 0 0 0 0 0 0 0 0 Page 93 Of 446 70 70 70 70 70 70 70 70 70 Job No 4050 modify r Il i GIRL 111 (Description Westport Shipyard Cabinet I Designed By NCI STEEL BUILDING SYSTEMS. 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Checked By 4050 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 32 0 16 3 0 32 0 69 0 16 0 35 4 0 69 0 63 0 35 0 32 5 0 63 0 66 0 32 0 34 6 0 66 0 60 0 34 0 31 7 0 60 0 62 0 31 0 22 8 0 44 0 22 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 1 0 00 -0 43 0 00 0 00 0 00 0 54 2 0 31 -1 07 -1 57 0 54 0 26 1 80 3 57 7 37 3 2 15 1 65 -1 88 -2 20 7 37 1 91 -5 89 12 35 4 21 8 03 4 1 52 1 31 -1 08 -1 29 8 03 5 39 -2 20 13 49 3 02 5 25 5 1 37 1 16 -1 23 -1 44 5 25 2 88 -3 11 12 19 3 61 6 11 6 1 43 1 22 -1 17 -1 38 6 11 3 62 -3 01 12 73 3 06 5 45 7 1 33 1 12 -1 16 -1 48 5 45 3 15 -2 45 11 86 3 48 7 26 8 1 68 1 36 -1 09 7 26 2 89 -5 31 14 95 0 01 9 0 04 0 00 0 01 0 00 0 33 0 00 STRENGTH /DEFLECTION Customer Clallum Builders Exc Inc Date 1 8/8/2008 JRS 8/ 5/08 8 27am Span Shear(k) Moment(f -k) Mom +Shr Deflection(in) Page 94 Of 446 t r 1 r v L Description! Westport Shipyard Cabinet I Designed By HCI STEEL BUILDING SYSTEMS. INC. Checked By 4050 Purlin Design Report (Surface 2) Id Loc Calc Allow UC Loc 1 RS -0 43 3 24 0 13 RS 2 RL -1 07 3 24 0 33 RL 3 RL -1 88 3 24 0 58 MS 4 LL 1 31 3 24 0 40 LL 5 RL -1 23 3 24 0 38 RL 6 LL 1 22 3 24 0 38 LL 7 RL -1 16 3 24 0 36 RL 8 LL 1 36 9 34 0 15 MS 9 LS 0 04 9 34 0 00 LS UNBRACE LENGTHS Span Id Major LAP BOLT SHEAR /BEARING Bolt 0 500 (A325) 2 0 64 3 0 64 1 07 4 1 07 0 70 5 0 70 0 81 6 0 81 0 73 r 1 Job No 1 4050 Customer I Clallum Builders Exc Inc Date Minor LS LL MS RL RS Span Lap_Shear(k) Shear_Ratio Id Left Right Left Right 0 33 0 33 0 55 0 55 0 36 0 36 0 42 0 42 0 37 modify Calc Allow UC Loc UC 0 54 8 41 0 06 RS 0 02 3 57 7 27 0 49 RS 0 25 -5 89 8 41 0 70 RL 0 38 5 39 8 41 0 64 LL 0 47 3 61 8 41 0 43 RL 0 24 3 62 8 41 0 43 LL 0 24 3 48 8 41 0 41 RL 0 22 -5 31 13 85 0 38 LS 0 11 0 01 13 85 0 00 LS 0 00 Cb LS LL MS RL RS 1 2 5 2 5 2 5 0 0 2 5 2 5 1 00 1 00 1 00 1 00 1 00 2 10 8 8 0 8 0 8 0 8 0 2 9 1 00 1 00 1 00 1 67 1 00 3 25 0 2 9 1 2 0 0• 2 5 1 9 1 00 1 67 1 00 1 67 1 00 4 25 0 1 9 5 4 0 0 3 4 1 9 1 00 1 67 1 00 1 67 1 00 5 25 0 1 9 2 9 0 0 3 5 1 9 1 00 1 67 1 00 1 67 1 00 6 25 0 1 9 3 5 0 0 3 1 1 9 1 00 1 67 1 00 1 67 1 00 7 25 0 1 9 3 4 0 0 3 7 2 9 1 00 1 67 1 00 1 67 1 00 8 24 7 2 9 2 4 0 0 0 0 19 4 1 00 1 67 1 00 1 00 1 00 9 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 8/8/2008 JRS 8/ 5/08 8 27am Calc Allow 0 05 0 08 -0 86 0 16 0 39 0 37 0 23 -0 57 0 03 Available Reduction Factor Out In 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 Page 95 Of 446 r r r F I Customer Clallum Builders Exc Inc l Date l 8/8/2008 L Description Westport Shipyard Cabinet l Designed By JRS HCI STEEL BUILDING SYSTEMS, INC. Checked By 4050 Purlin Design Report (Surface 2) 7 0 73 0 74 0 37 0 27 8 0 52 0 27 LOAD COMBINATION 7 DL +CL +SL /2 +AUX4 PURLIN ANALYSIS Span Left Id Sup 1 0 00 2 0 05 3 2 02 4 2 29 5 1 47 6 1 41 7 1 34 8 1 68 9 0 04 STRENGTH /DEFLECTION Span Id 1 2 3 4 5 6 7 8 9 UNBRACE LENGTHS Shear(k) Left Right Right Lap Lap Sup -0 28 -0 84 -1 17 1 52 -2 00 -2 33 1 97 -1 73 -2 06 1 26 -1 13 -1 34 1 19 -1 20 -1 41 1 13 -1 15 -1 47 1 36 -1 10 0 00 Shear(k) Loc Calc Allow UC Loc RS RL RL LL LL RL RL LL LS 0 28 3 24 0 09 RS -0 84 3 24 0 26 RL 2 00 3 24 0 62 RL 1 97 3 24 0 61 LL 1 26 3 24 0 39 LL 1 20 3 24 0 37 MS 1 15 3 24 0 35 RL 1 36 9 34 0 15 MS 0 04 9 34 0 00 LS Job No 4050 modify Left Left Sup Lap Moment(f -k) 0 35 8 41 0 04 RS 0 01 3 49 7 27 0 48 RL 0 20 6 13 8 41 0 73 RL 0 68 6 19 8 41 0 74 LL 0 69 4 69 8 41 0 56 LL 0 37 -3 20 8 41 0 38 RL 0 19 3 45 8 41 0 41 RL 0 22 -5 32 13 85 0 38 LS 0 10 0 01 13 85 0 00 LS 0 00 8/ 5/08 8 27am Moment (f -k) MidSpan Right Right Mom Loc Lap Sup 0 00 0 00 0 00 0 35 0 35 0 34 0 47 3 49 6 37 6 37 1 28 -5 38 11 62 6 13 10 18 10 18 6 19 -4 91 13 18 3 70 7 25 7 25 4 69 -2 40 13 09 3 26 5 58 5 58 3 14 -3 20 12 49 3 16 5 60 5 60 3 28 -2 40 11 92 3 45 7 22 7 22 2 85 -5 32 14 93 0 01 0 01 0 00 0 33 0 00 Mom +Shr Deflection(in) Calc Allow UC Loc UC Calc Allow -0 05 0 09 -0 72 0 62 0 22 0 41 0 22 0 57 0 03 Page 96 Of 446 r r HCI STEEL BUILDING SYSTEMS. 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Span Id Major 1 2 5 2 10 8 3 25 0 4 25 0 5 25 0 6 25 0 7 25 0 8 24 7 9 0 3 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325) 2 0 55 3 0 55 1 36 4 1 36 0 97 5 0 97 0 74 6 0 74 0 75 7 0 75 0 74 8 0 52 PURLIN ANALYSIS Job No I 4050 modify ill Customer Clallum Builders Exc Inc Date Description Westport Shipyard Cabinet Designed By 4050 Purlin Design Report (Surface 2) Available Reduction Minor Cb Factor LS LL MS RL RS LS LL MS RL RS Out In 2 5 2 5 2 5 2 5 2 5 1 00 1 00 1 00 1 00 1 00 8 0 8 0 8 0 8 0 2 9 1 00 1 00 1 00 1 67 1 00 2 9 0 9 0 0 3 6 1 9 1 00 1 67 1 00 1 67 1 00 1 9 3 8 0 0 2 4 1 9 1 00 1 67 1 00 1 67 1 00 1 9 4 7 0 0 3 5 1 9 1 00 1 67 1 00 1 67 1 00 1 9 3 1 0 0 3 1 1 9 1 00 1 67 1 00 1 67 1 00 1 9 3 5 0 0 3 7 2 9 1 00 1 67 1 00 1 67 1 00 2 9 2 3 0 0 0 0 19 5 1 00 1 67 1 00 1 00 1 00 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 Span Lap_Shear(k) Shear_Ratio Id Left Right Left Right 0 28 0 28 0 69 0 69 0 49 0 49 0 38 0 38 0 38 0 38 0 26 0 27 LOAD COMBINATION 8 DL +CL +SL /2 +AUX5 Shear (k) Moment(f-k) Span Left Left Right Right Left Left MidSpan Checked By 8/8/2008 JRS 8/ 5/08 8 27am 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 Right Right Page 97 Of 446 v r HCI STEEL BUILDING SYSTEMS, INC. Span Id 1 2 3 4 5 6 7 8 9 4050 Purlin Design Report (Surface 2) 8/ 5/08 8 27am Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0 00 -0 28 0 00 0 00 0 00 0 35 2 0 29 -0 61 -0 93 0 35 -0 01 2 53 1 64 3 86 3 1 25 0 93 -1 35 -1 56 3 86 0 74 -3 08 11 11 5 05 7 78 4 2 09 1 77 -1 93 -2 25 7 78 4 16 -4 83 12 04 5 86 9 78 5 2 27 1 94 -1 76 -2 08 9 78 5 83 -4 99 13 03 3 88 7 47 6 1 50 1 29 -1 10 -1 31 7 47 4 86 -2 55 13 35 2 83 5 09 7 1 31 1 10 -1 17 -1 50 5 09 2 82 -2 60 11 69 3 53 7 37 8 1 69 1 36 -1 09 7 37 2 99 -5 26 14 99 0 01 9 0 04 0 00 0 01 0 00 0 33 0 00 STRENGTH /DEFLECTION Loc Calc Allow UC Loc RS RL RL RL LL LL RL LL LS UNBRACE LENGTHS Shear(k) Job No 4050 modify Customer Clallum Builders Exc Inc I Date Description Westport Shipyard Cabinet I Designed By Checked By 0 28 3 24 0 09 RS 0 61 3 24 0 19 RS 1 35 3 24 0 42 RL 1 93 3 24 0 60 RL 1 94 3 24 0 60 LL 1 29 3 24 0 40 LL 1 17 3 24 0 36 RL 1 36 9 34 0 15 MS 0 04 9 34 0 00 LS Span Minor Id Major LS LL MS RL Moment (f -k) RS Calc Allow UC Loc UC 0 35 8 41 0 04 RS 0 01 1 93 8 41 0 23 RS 0 07 5 05 8 41 0 60 RL 0 43 5 86 8 41 0 70 RL 0 62 5 83 8 41 0 69 LL 0 62 4 86 8 41 0 58 LL 0 40 3 53 8 41 0 42 RL 0 23 -5 26 13 85 0 38 LS 0 11 0 01 13 85 0 00 LS 0 00 Cb LS LL MS RL RS 1 2 5 2 5 2 5 0 0 2 5 2 5 1 00 1 00 1 00 1 00 1 00 2 10 8 2 1 0 0 0 0 5 0 2 9 1 00 1 00 1 00 1 67 1 00 3 25 0 2 9 0 8 0 0 4 6 1 9 1 00 1 67 1 00 1 67 1 00 4 25 0 1 9 2 7 0 0 3 6 1 9 1 00 1 67 1 00 1 67 1 00 5 25 0 1 9 3 6 0 0 2 5 1 9 1 00 1 67 1 00 1 67 1 00 6 25 0 1 9 4 7 0 0 3 0 1 9 1 00 1 67 1 00 1 67 1 00 7 25 0 1 9 3 0 0 0 3 6 2 9 1 00 1 67 1 00 1 67 1 00 8/8/2008 JRS Mom +Shr Deflection(in) Calc Allow 0 02 0 03 0 36 0 60 0 64 0 25 0 26 0 56 0 03 Available Reduction Factor Out In 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 Page 98 Of 446 r r L HCI STEEL BUILDING SYSTEMS. 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PURLIN ANALYSIS LAP BOLT SHEAR /BEARING Bolt 0 500 (A325) Job No 1 4050 Customer I Clallum Builders Exc Inc Westport Shipyard Cabinet (Description 4050 Purlin Design Report (Surface 2) 8 24 7 2 9 2 4 0 0 0 0 19 4 1 00 1 67 1 00 1 00 1 00 1 00 0 70 9 0 3 0 3 0 3 0 0 0 3 0 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 34 0 17 3 0 34 1 04 0 17 0 53 4 1 04 1 30 0 53 0 67 5 1 30 1 00 0 67 0 51 6 1 00 0 68 0 51 0 35 7 0 68 0 75 0 35 0 27 8 0 53 0 27 LOAD COMBINATION 9 DL +CL +SL /2 +AUX6 modify Date 8/8/2008 Designed Byl JRS Checked By 8/ 5/08 8 27am 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 28 0 00 0 00 0 00 0 35 2 0 22 -0 67 -1 00 0 35 0 13 1 98 2 14 4 54 3 1 35 1 03 -1 25 -1 46 4 54 1 11 -3 61 12 03 3 31 5 85 4 1 35 1 14 -1 25 -1 46 5 85 3 51 -2 27 12 01 4 68 7 22 5 2 06 1 74 -1 96 -2 29 7 22 3 66 -5 00 11 85 6 06 10 04 6 2 30 1 97 -1 73 -2 05 10 04 6 04 -5 12 13 20 3 45 6 99 7 1 41 1 20 -1 08 -1 40 6 99 4 53 -1 90 12 57 3 24 6 80 8 1 66 1 34 -1 11 6 80 2 48 -5 49 14 78 0 01 9 0 04 0 00 0 01 0 00 0 33 0 00 Page 99 Of 446 L NCI STEEL BUILDING SYSTEMS, INC. 4050 Purlin Design Report (Surface 2) STRENGTH /DEFLECTION Span Id 1 2 3 4 5 6 7 8 9 RS RL RL RL RL LL LL LL LS UNBRACE LENGTHS Shear(k) Loc Calc Allow UC Loc Span Minor Id Major LS LL MS RL RS 1 2 5 2 5 2 5 0 0 2 5 2 5 1 00 1 00 1 00 1 00 1 00 2 10 8 8 0 8 0 8 0 8 0 2 9 1 00 1 00 1 00 1 67 1 00 3 25 0 2 9 1 1 0 0 3 1 1 9 1 00 1 67 1 00 1 67 1 00 4 25 0 1 9 3 8 0 0 4 8 1 9 1 00 1 67 1 00 1 67 1 00 5 25 0 1 9 2 4 0 0 3 7 1 9 1 00 1 67 1 00 1 67 1 00 6 25 0 1 9 3 7 0 0 2 3 1 9 1 00 1 67 1 00 1 67 1 00 7 25 0 1 9 4 9 0 0 3 8 2 9 1 00 1 67 1 00 1 67 1 00 8 24 7 2 9 2 0 0 0 0 0 19 8 1 00 1 67 1 00 1 00 1 00 9 0 3 0 3 0 3 0 0 0 3 0 3 1 00 1 00 1 00 1 00 1 00 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325) 2 0 39 3 0 39 0 78 -0 28 3 24 0 09 RS 0 67 3 24 0 21 RL -1 25 3 24 0 39 MS 1 25 3 24 0 39 RL -1 96 3 24 0 61 RL 1 97 3 24 0 61 LL 1 20 3 24 0 37 LL 1 34 9 34 0 14 MS 0 04 9 34 0 00 LS Span Lap_Shear(k) Shear_Ratio Id Left Right Left Right Job No 4050 mo dify 0 20 0 20 0 40 Moment (f -k) Calc Allow UC Loc UC 0 35 8 41 0 04 RS 0 01 2 14 7 27 0 29 RS 0 10 3 61 8 41 0 43 RL 0 21 4 68 8 41 0 56 RL 0 37 6 06 8 41 0 72 RL 0 66 6 04 8 41 0 72 LL 0 66 4 53 8 41 0 54 LL 0 34 5 49 13 85 0 40 LS 0 09 0 01 13 85 0 00 LS 0 00 Cb Checked By LS LL MS RL RS Customer Clallum Builders Exc Inc I Date 1 8/8/2008 Description Westport Shipyard Cabinet I Designed Byl JRS 8/ 5/08 8 27am Mom +Shr Deflection(in) Calc Allow 0 03 0 05 0 50 0 19 0 64 0 67 0 11 0 61 0 03 Available Reduction Factor Out In 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 Page 100 Of 446 NCI STEEL BUILDING SYSTEMS. 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PURLIN ANALYSIS Span Left Id Sup 1 0 00 2 0 24 3 1 33 4 1 45 5 1 32 6 2 09 7 2 20 8 1 75 9 0 04 Job No 4050 Customer Description Westport Shipyard Cabinet 4050 Purlin Design Report (Surface 2) 4 0 78 0 96 0 40 0 49 5 0 96 1 34 0 49 0 68 6 1 34 0 93 0 68 0 48 7 0 93 0 69 0 48 0 25 8 0 49 0 25 LOAD COMBINATION #10 STRENGTH /DEFLECTION -0 66 1 00 -1 28 1 24 -1 15 1 11 -1 28 1 77 -1 93 1 87 -1 65 1 43 DL +CL +SL /2 +AUX7 Shear(k) Left Right Right Lap Lap Sup Span Shear(k) Id Loc Calc Allow UC Loc 1 RS -0 28 3 24 0 09 2 RL -0 66 3 24 0 20 3 RL -1 28 3 24 0 39 4 LL 1 24 3 24 0 38 5 RL -1 28 3 24 0 40 6 RL -1 93 3 24 0 60 7 LL 1 87 3 24 0 58 8 LL 1 43 9 34 0 15 Clallum Builders Exc Inc 0 28 0 00 0 98 0 35 1 49 4 36 1 36 6 37 1 49 5 33 2 26 7 48 2 15 9 50 1 03 8 92 0 00 0 01 RS RL RL LL RL RL LL LS Left Left Sup Lap modify Date Designed Byl JRS Checked By Moment(f -k) MidSpan Right Right Mom Loc Lap Sup 0 00 0 00 0 35 0 10 2 13 2 01 4 36 1 01 -3 46 11 78 3 78 6 37 3 85 -2 95 12 87 2 97 5 33 3 05 -2 42 11 73 4 88 7 48 3 86 -5 12 12 04 5 58 9 50 5 68 -4 38 12 63 3 46 8 92 4 36 -4 67 15 55 0 01 0 00 0 33 0 00 Moment(f -k) Mom +Shr Deflection(in) Calc Allow UC Loc UC Calc Allow 0 35 8 41 0 04 RS 0 01 -0 03 2 01 7 27 0 28 RS 0 09 0 04 3 78 8 41 0 45 RL 0 26 -0 46 3 85 8 41 0 46 LL 0 27 -0 35 4 88 8 41 0 58 RL 0 40 -0 22 5 58 8 41 0 66 RL 0 58 -0 67 5 68 8 41 0 68 LL 0 59 -0 51 5 23 13 85 0 38 LS 0 15 -0 44 8/8/2008 8/ 5/08 8 27am Page 101 Of 446 HCI STEEL BUILDING SYSTEMS. INC. 4050 Purlin Design Report (Surface 2) 9 LS 0 04 9 34 0 00 LS 0 01 13 85 0 00 LS 0 00 UNBRACE LENGTHS Span Id Major 1 2 5 2 10 8 3 25 0 4 25 0 5 25 0 6 25 0 7 25 0 8 24 7 9 0 3 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325) PURLIN ANALYSIS Job No 4050 Customer Clallum Builders Exc Inc Description Westport Shipyard Cabinet Minor LS LL MS RL RS LS LL MS RL RS 2 5 2 5 2 5 2 5 2 5 1 00 1 00 1 00 1 00 1 00 8 0 8 0 8 0 8 0 2 9 1 00 1 00 1 00 1 67 1 00 2 9 1 1 0 0 3 5 1 9 1 00 1 67 1 00 1 67 1 00 1 9 3 8 0 0 3 0 1 9 1 00 1 67 1 00 1 67 1 00 1 9 3 3 0 0 4 8 1 9 1 00 1 67 1 00 1 67 1 00 1 9 2 5 0 0 3 4 1 9 1 00 1 67 1 00 1 67 1 00 1 9 3 7 0 0 2 4 2 9 1 00 1 67 1 00 1 67 1 00 2 9 3 6 0 0 0 0 18 2 1 00 1 67 1 00 1 00 1 00 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 Span Lap_Shear(k) Shear_Ratio Id Left Right Left Right 2 0 38 0 19 3 0 38 0 85 0 19 0 43 4 0 85 0 71 0 43 0 36 5 0 71 1 00 0 36 0 51 6 1 00 1 27 0 51 0 65 7 1 27 0 91 0 65 0 33 8 0 64 0 33 LOAD COMBINATION #11 DL +CL +SL /2 +AUX8 Cb modify Date 8/8/2008 Designed Byl JRS Checked By 8/ 5/08 8 27am 0 02 Available Reduction Factor Out In 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 Page 102 Of 446 r r L. 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Span Left Id Sup 1 0 00 2 0 24 3 1 33 4 1 42 5 1 41 6 1 36 7 1 98 8 2 62 9 0 06 STRENGTH /DEFLECTION UNBRACE LENGTHS Job No Customer Description 4050 Purlin Design Report (Surface 2) Shear(k) Left Right Right Lap Lap Sup -0 66 1 01 -1 27 1 21 -1 18 1 20 -1 19 1 14 -1 25 1 66 -1 87 2 12 4050 Span Shear(k) Id Loc Calc Allow UC Loc 1 RS -0 28 3 24 0 09 2 RL -0 66 3 24 0 20 3 RL -1 27 3 24 0 39 4 LL 1 21 3 24 0 37 5 LL 1 20 3 24 0 37 6 RL -1 25 3 24 0 38 7 RL -1 87 3 24 0 58 8 LL 2 12 9 34 0 23 9 LS 0 06 9 34 0 01 0 28 0 00 0 98 0 35 1 48 4 40 1 39 6 23 -1 40 5 83 -1 46 5 61 2 37 6 87 1 67 11 70 0 00 0 01 RS RL RL LL LL RL RL MS LS Span Minor Id Major LS LL MS RL RS 1 2 5 2 5 2 5 2 5 2 5 2 5 2 10 8 8 0 8 0 8 0 8 0 2 9 3 25 0 2 9 1 1 0 0 3 4 1 9 4 25 0 1 9 3 8 0 0 3 5 1 9 Clallum Builders Exc Westport Shipyard Cabinet Left Left Sup Lap Moment (f -k) Calc Allow 0 35 2 04 3 65 3 76 3 37 4 34 5 61 -8 02 0 01 1 00 1 00 1 00 1 00 8 41 7 27 8 41 8 41 8 41 8 41 8 41 13 85 13 85 LS LL MS RL RS 1 00 1 00 1 67 1 67 Inc modify Mom +Shr UC Loc UC 0 04 RS 0 01 0 28 RS 0 09 0 43 RL 0 25 0 45 LL 0 25 0 40 LL 0 21 0 52 RL 0 32 0 67 RL 0 57 0 58 LS 0 27 0 00 LS 0 00 Cb 1 00 1 00 1 00 1 67 1 00 1 67 1 00 1 67 Date 1 8/8/2008 Designed Byl JRS Checked By 1 00 1 00 1 00 1 00 8/ 5/08 8 27am Moment (f -k) MidSpan Right Right Mom Loc Lap Sup 0 00 0 00 0 35 0 11 2 09 2 04 4 40 1 04 -3 50 11 85 3 65 6 23 3 76 -2 76 12 64 3 42 5 83 3 37 -3 07 12 58 3 19 5 61 3 27 -2 56 12 05 4 34 6 87 3 46 -4 41 11 39 5 61 11 70 4 89 -8 02 15 06 0 01 0 00 0 33 0 00 Deflection(in) Calc Allow -0 03 0 04 0 48 0 31 0 38 0 26 -0 49 -0 84 0 04 Available Reduction Factor Out In 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 Page 103 Of 446 F F I- HCI STEEL BUILDING SYSTEMS, INC. 4050 Purlin Design Report (Surface 2) 5 25 0 1 9 3 3 0 0 3 2 1 9 1 00 1 67 1 00 1 67 1 00 6 25 0 1 9 3 4 0 0 4 3 1 9 1 00 1 67 1 00 1 67 1 00 7 25 0 1 9 2 4 0 0 3 6 2 9 1 00 1 67 1 00 1 67 1 00 8 24 7 2 9 2 6 0 0 0 0 19 2 1 00 1 67 1 00 1 00 1 00 9 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325) Span Lap_Shear(k) Shear_Ratio Id Left Right Left Right 2 0 38 0 20 3 0 38 0 83 0 20 0 42 4 0 83 0 78 0 42 0 40 5 0 78 0 75 0 40 0 38 6 0 75 0 92 0 38 0 47 7 0 92 1 19 0 47 0 43 8 0 84 0 43 LOAD COMBINATION #12 DL +CL +SL /2 +AUX1 PURLIN ANALYSIS Job No 4050 modify 111 1 Customer Clallum Builders Exc Inc I Date 8/8/2008 Description) Westport Shipyard Cabinet I Designed By JRS Checked By Shear (k) Span Left Left Right Right Left Left Id Sup Lap Lap Sup Sup Lap 8/ 5/08 8 27am 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 Moment(f -k) MidSpan Right Right Mom Loc Lap Sup 1 0 00 -0 43 0 00 0 00 0 00 0 54 2 0 56 -0 82 -1 32 0 54 -0 36 3 23 1 58 4 66 3 1 35 1 02 -1 26 -1 47 4 66 1 26 -3 38 11 96 3 63 6 19 4 1 42 1 21 -1 18 -1 39 6 19 3 71 -2 82 12 66 3 34 5 75 5 1 40 1 19 -1 20 -1 42 5 75 3 33 -2 93 12 42 3 52 5 98 6 1 43 1 21 -1 18 -1 39 5 98 3 50 -3 06 12 67 3 09 5 49 7 1 34 1 12 -1 15 -1 48 5 49 3 18 -2 44 11 87 3 47 7 25 8 1 68 1 36 -1 09 7 25 2 88 -5 31 14 94 0 01 Page 104 Of 446 HCI STEEL BUILDING SYSTEMS. INC. 9 0 04 UNBRACE LENGTHS 1 RS -0 43 2 RL -0 82 3 RL -1 26 4 LL 1 21 5 RL -1 20 6 LL 1 21 7 RL -1 15 8 LL 1 36 9 LS 0 04 !Description Job No Span Shear(k) Id Loc Calc Allow UC Loc STRENGTH /DEFLECTION 4050 Purlin Design Report (Surface 2) LAP BOLT SHEAR /BEARING Bolt 0 500 (A325) 3 24 3 24 3 24 3 24 3 24 3 24 3 24 9 34 9 34 Customer 0 13 0 25 0 39 0 37 0 37 0 38 0 36 0 15 0 00 Span Lap_Shear(k) Shear_Ratio Id Left Right Left Right 4050 Clallum Builders Exc Inc Westport Shipyard Cabinet 0 00 RS RS RL LL RL LL RL MS LS Span Minor Id Major LS LL MS RL RS 1 2 5 2 5 2 5 2 5 2 5 2 5 2 10 8 1 2 0 0 0 0 2 7 2 9 3 25 0 2 9 1 3 0 0 3 4 1 9 4 25 0 1 9 3 7 0 0 3 4 1 9 5 25 0 1 9 3 3 0 0 3 5 1 9 6 25 0 1 9 3 4 0 0 3 1 1 9 7 25 0 1 9 3 4 0 0 3 7 2 9 8 24 7 2 9 2 4 0 0 0 0 19 4 9 0 3 0 3 0 3 0 3 0 3 0 3 0 01 0 00 Moment (f -k) Calc Allow 0 54 2 33 3 63 3 71 3 52 3 50 3 47 -5 31 0 01 1 1 1 1 1 1 1 1 1 8 41 8 41 8 41 8 41 8 41 8 41 8 41 13 85 13 85 00 00 00 00 00 00 00 00 00 1 1 1 1 1 1 1 1 1 00 00 67 67 67 67 67 67 00 Mom +Shr UC Loc UC 0 06 RS 0 02 0 28 RS 0 12 0 43 RL 0 25 0 44 LL 0 25 0 42 RL 0 23 0 42 LL 0 23 0 41 RL 0 22 0 38 LS 0 11 0 00 LS 0 00 1 1 1 1 1 1 1 1 1 Cb LS LL MS RL RS 00 00 00 00 00 00 00 00 00 1 1 1 1 1 1 1 1 1 modify Date 8/8/2008 Designed By! JRS Checked By 0 33 00 1 67 1 67 1 67 1 67 1 67 1 67 1 00 1 00 1 00 00 00 00 00 00 00 00 00 8/ 5/08 8 27am 0 01 0 02 0 45 0 32 0 35 0 38 0 23 0 57 0 03 1 1 1 1 1 1 1 1 1 00 00 00 00 00 00 00 00 00 0 0 0 0 0 0 0 0 0 Page 105 Of 446 0 00 Deflection(in) Calc Allow Available Reduction Factor Out In 70 70 70 70 70 70 70 70 70 PURLIN ANALYSIS III Customer Clallum Builders Exc Inc Date 8/8/2008 Description Westport Shipyard Cabinet Designed Byl IRS HCI STEEL BUILDING SYSTEMS. INC. Checked By 4050 Purlin Design Report (Surface 2) 2 0 41 0 21 3 0 41 0 82 0 21 0 42 4 0 82 0 77 0 42 0 39 5 0 77 0 80 0 39 0 41 6 0 80 0 73 0 41 0 37 7 0 73 0 74 0 37 0 27 8 0 52 0 27 LOAD COMBINATION #13 DL +CL +SL /2 +AUX2 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 28 0 00 0 00 0 00 0 35 2 0 24 -0 66 -0 98 0 35 0 10 2 10 2 03 4 39 3 1 33 1 01 -1 27 -1 48 4 39 1 03 -3 48 11 83 3 69 6 27 4 1 43 1 22 -1 17 -1 38 6 27 3 79 -2 81 12 71 3 29 5 69 5 1 39 1 18 -1 21 -1 42 5 69 3 28 -2 88 12 34 3 67 6 14 6 1 46 1 24 -1 15 -1 36 6 14 3 61 -3 27 12 94 2 57 4 91 7 1 23 1 02 -1 26 -1 59 4 91 2 81 -1 77 10 90 5 31 9 41 8 2 53 2 03 -1 76 9 41 2 86 -8 94 14 52 0 01 9 0 06 0 00 0 01 0 00 0 33 0 00 STRENGTH /DEFLECTION Job No 4050 modify 8/ 5/08 8 27am 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 28 3 24 0 09 RS 0 35 8 41 0 04 RS 0 01 -0 03 2 RL -0 66 3 24 0 20 RL 2 03 7 27 0 28 RS 0 09 0 04 3 RL -1 27 3 24 0 39 RL 3 69 8 41 0 44 RL 0 25 -0 47 4 LL 1 22 3 24 0 38 LL 3 79 8 41 0 45 LL 0 26 -0 32 5 RL -1 21 3 24 0 37 RL 3 67 8 41 0 44 RL 0 24 -0 33 Page 106 Of 446 r HCI STEEL BUILDING SYSTEMS. INC. 4050 Purlin Design Report (Surface 2) 6 LL 1 24 3 24 0 38 LL 7 RL -1 26 3 24 0 39 RL 8 LL 2 03 9 34 0 22 MS 9 LS 0 06 9 34 0 01 LS UNBRACE LENGTHS Span Minor Cb Id Major LS LL MS RL RS LS LL MS RL RS 1 2 5 2 5 2 5 2 5 2 5 2 5 2 10 8 8 0 8 0 8 0 8 0 2 9 3 25 0 2 9 1 1 0 0 3 4 1 9 4 25 0 1 9 3 8 0 0 3 3 1 9 5 25 0 1 9 3 3 0 0 3 6 1 9 6 25 0 1 9 3 4 0 0 2 6 1 9 7 25 0 1 9 3 4 0 0 5 6 2 9 8 24 7 2 9 1 5 0 0 0 0 20 3 9 0 3 0 3 0 3 0 3 0 3 0 3 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325) Job No 4050 Customer Description Span Lap_Shear(k) Shear_Ratio Id Left Right Left Right 2 0 38 0 20 3 0 38 0 84 0 20 0 43 4 0 84 0 76 0 43 0 39 5 0 76 0 82 0 39 0 42 6 0 82 0 66 0 42 0 33 7 0 66 0 96 0 33 0 34 8 0 68 0 35 LOAD COMBINATION #14 DL +CL +SL -1 OAUX1 Clallum Builders Exc Inc Date Westport Shipyard Cabinet 3 61 8 41 0 43 5 31 8 41 0 63 -8 94 13 85 0 65 0 01 13 85 0 00 1 1 1 1 1 1 1 1 1 00 00 00 00 00 00 00 00 00 1 1 1 1 1 1 1 1 1 00 00 67 67 67 67 67 67 00 1 1 1 1 1 1 1 1 1 00 00 00 00 00 00 00 00 00 LL RL LS LS 1 1 1 1 1 1 1 1 1 00 67 67 67 67 67 67 00 00 modify Designed By' JRS Checked By 0 24 -0 43 0 46 -0 05 0 18 -1 03 0 00 0 05 1 1 1 1 1 1 1 1 1 00 00 00 00 00 00 00 00 00 8/8/2008 8/ 5/08 8 27am Available Reduction Factor Out In 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 0 0 0 0 0 0 0 0 0 Page 107 Of 446 70 70 70 70 70 70 70 70 70 Span Id 1 2 3 4 5 6 7 8 9 HCI STEEL BUILDING SYSTEMS. INC. 4050 Purlin Design Report (Surface 2) PURLIN ANALYSIS Span Left Id Sup 1 0 00 2 0 04 3 2 04 4 2 21 5 2 15 6 2 20 7 2 06 8 2 59 9 0 06 STRENGTH /DEFLECTION RS RL RL LL RL LL RL LL LS UNBRACE LENGTHS Job No Customer Description Shear(k) Left Right Right Lap Lap Sup -0 28 -0 85 -1 18 1 54 -1 97 -2 30 1 88 -1 81 -2 13 1 83 -1 86 -2 19 1 87 -1 81 -2 14 1 74 -1 78 -2 28 2 09 -1 69 0 00 Shear(k) Loc Calc Allow UC Loc -0 28 3 24 0 09 RS 0 85 3 24 0 26 RL -1 97 3 24 0 61 RL 1 88 3 24 0 58 LL 1 86 3 24 0 57 RL 1 87 3 24 0 58 LL 1 78 3 24 0 55 RL 2 09 9 34 0 22 MS 0 06 9 34 0 01 LS Span Minor Id Major LS LL MS RL RS 4050 Clallum Builders Exc Inc Westport Shipyard Cabinet Left Left Sup Lap 0 00 0 00 0 00 0 35 0 35 0 34 0 34 3 59 6 51 6 51 1 36 -5 49 11 76 5 72 9 73 9 73 5 90 -4 29 12 71 5 12 8 82 8 82 5 09 -4 53 12 40 5 44 9 24 9 24 5 42 -4 71 12 68 4 76 8 46 8 46 4 91 -3 77 11 87 5 35 11 19 11 19 4 45 -8 19 14 94 0 01 0 01 0 00 0 33 0 00 Moment(f -k) Calc Allow UC Loc UC Calc Allow 0 35 8 41 0 04 RS 0 01 3 59 7 27 0 49 RL 0 21 5 72 8 41 0 68 RL 0 61 5 90 8 41 0 70 LL 0 62 5 44 8 41 0 65 RL 0 55 5 42 8 41 0 64 LL 0 55 5 35 8 41 0 64 RL 0 52 -8 19 13 85 0 59 LS 0 25 0 01 13 85 0 00 LS 0 00 modify Date 8/8/2008 Designed By JRS Checked By 8/ 5/08 8 27am Moment(f -k) MidSpan Right Right Mom Loc Lap Sup Mom +Shr Deflection(in) 0 06 0 09 0 75 -0 48 0 54 0 58 0 36 -0 88 0 04 Available Reduction Cb Factor LS LL MS RL RS Out In 1 2 5 2 5 2 5 2 5 2 5 2 5 1 00 1 00 1 00 1 00 1 00 1 00 0 70 Page 108 Of 446 Ili HCI STEEL BUILDING SYSTEMS. INC. 4050 Purlin Design Report (Surface 2) 2 10 8 8 0 8 0 8 0 8 0 2 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 3 25 0 2 9 0 9 0 0 3 4 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 25 0 1 9 3 8 0 0 3 4 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 5 25 0 1 9 3 3 0 0 3 5 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 6 25 0 1 9 3 4 0 0 3 1 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 7 25 0 1 9 3 4 0 0 3 7 2 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 8 24 7 2 9 2 4 0 0 0 0 19 4 1 00 1 67 1 00 1 00 1 00 1 00 0 70 9 0 3 0 3 0 3 0 3 0 3 0 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 57 0 29 3 0 57 1 30 0 29 0 66 4 1 30 1 18 0 66 0 60 5 1 18 1 23 0 60 0 63 6 1 23 1 13 0 63 0 58 7 1 13 1 14 0 58 0 41 8 0 81 0 41 LOAD COMBINATION #15 DL +CL +SL -1 OAUX2 PURLIN ANALYSIS Job No 4050 modify Customer Clallum Builders Exc Inc Date 8/8/2008 Description Westport Shipyard Cabinet Designed Byl JRS Checked By 8/ 5/08 8 27am 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 43 0 00 0 00 0 00 0 54 2 0 36 -1 02 -1 52 0 54 0 16 2 10 3 14 6 78 3 2 05 1 56 -1 96 -2 28 6 78 1 59 -5 38 11 84 5 67 9 64 4 2 20 1 87 -1 81 -2 14 9 64 5 82 -4 30 12 68 5 17 8 88 5 2 16 1 84 -1 85 -2 18 8 88 5 13 -4 58 12 45 5 30 9 08 Page 109 Of 446 F Ili HCI STEEL BUILDING SYSTEMS, INC. 6 2 17 7 2 17 8 1 75 9 0 04 STRENGTH /DEFLECTION Span Shear(k) Id Loc Calc Allow UC Loc 1 RS -0 43 3 24 0 13 RS 2 RL -1 02 3 24 0 31 RL 3 RL -1 96 3 24 0 61 RL 4 LL 1 87 3 24 0 58 LL 5 RL -1 85 3 24 0 57 RL 6 LL 1 85 3 24 0 57 LL 7 LL 1 84 3 24 0 57 LL 8 LL 1 43 9 34 0 15 LS 9 LS 0 04 9 34 0 00 LS UNBRACE LENGTHS Span Id Major 1 2 5 2 10 8 3 25 0 4 25 0 5 25 0 6 25 0 7 25 0 8 24 7 9 0 3 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325) Job No 4050 Customer Clallum Builders Exc Inc Description Westport Shipyard Cabinet 4050 Purlin Design Report (Surface 2) 1 85 -1 84 -2 17 1 84 -1 67 -2 17 1 43 -1 02 0 00 Minor LS LL MS RL RS 9 08 9 04 9 03 0 01 Moment (f -k) 5 31 -4 50 12 51 5 28 -4 52 12 50 4 47 -4 60 15 60 0 00 0 33 Calc Allow UC Loc UC 0 54 8 41 0 06 RS 0 02 3 14 7 27 0 43 RS 0 22 5 67 8 41 0 67 RL 0 60 5 82 8 41 0 69 LL 0 61 5 30 8 41 0 63 RL 0 52 5 31 8 41 0 63 LL 0 53 5 28 8 41 0 63 LL 0 52 5 29 13 85 0 38 LS 0 16 0 01 13 85 0 00 LS 0 00 2 5 2 5 2 5 2 5 2 5 1 00 1 00 1 00 1 00 1 00 8 0 8 0 8 0 8 0 2 9 1 00 1 00 1 00 1 67 1 00 2 9 1 1 0 0 3 4 1 9 1 00 1 67 1 00 1 67 1 00 1 9 3 8 0 0 3 4 1 9 1 00 1 67 1 00 1 67 1 00 1 9 3 3 0 0 3 4 1 9 1 00 1 67 1 00 1 67 1 00 1 9 3 4 0 0 3 4 1 9 1 00 1 67 1 00 1 67 1 00 1 9 3 4 0 0 2 4 2 9 1 00 1 67 1 00 1 67 1 00 2 9 3 7 0 0 0 0 18 1 1 00 1 67 1 00 1 00 1 00 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 modify Date 8/8/2008 Designed By JRS Checked By 8/ 5/08 8 27am 5 28 3 51 9 04 9 03 0 01 0 00 Mom +Shr Deflection(in) Calc Allow -0 04 0 07 0 73 0 48 -0 55 0 53 -0 54 0 42 0 02 Available Reduction Cb Factor LS LL MS RL RS Out In 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 Page 110 Of 446 PURLIN ANALYSIS Span Lap_Shear(k) Shear_Ratio Id Left Right Left Right 2 0 59 0 30 3 0 59 1 29 0 30 0 66 4 1 29 1 18 0 66 0 60 5 1 18 1 21 0 60 0 62 6 1 21 1 21 0 62 0 62 7 1 21 0 92 0 62 0 33 8 0 65 0 33 LOAD COMBINATION #16 DL +CL +1 6AUX3 STRENGTH /DEFLECTION Job No 4050 modify Ili I Customer I Clallum Builders Exc Inc I Date Description Westport Shipyard Cabinet Designed By HCI STEEL BUILDING SYSTEMS. 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Checked By 4050 Purlin Design Report (Surface 2) 8/8/2008 JRS 8/ 5/08 8 27am 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 37 0 00 0 00 0 00 0 47 2 0 23 -0 96 -1 39 0 47 0 29 1 53 3 38 6 77 3 1 92 1 48 -1 55 -1 83 6 77 1 88 -5 47 12 79 2 54 5 70 4 0 80 0 70 -0 39 -0 49 5 70 4 30 -0 47 15 49 1 03 1 86 5 0 60 0 50 -0 59 -0 69 1 86 0 82 -1 64 11 66 1 74 2 94 6 0 66 0 57 -0 53 -0 62 2 94 1 79 -1 33 12 88 1 38 2 45 7 0 61 0 51 -0 53 -0 68 2 45 1 41 -1 14 11 82 1 60 3 33 8 0 77 0 62 -0 50 3 33 1 33 -2 42 14 96 0 00 9 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 37 3 24 0 12 RS 0 47 8 41 0 06 RS 0 02 -0 05 2 RL -0 96 3 24 0 30 RL 3 38 7 27 0 47 RS 0 21 0 08 Page 111 Of 446 3 RL 4 LL 5 RL 6 LL 7 RL 8 LL 9 LS UNBRACE LENGTHS Span Id Major 1 2 5 2 10 8 3 25 0 4 25 0 5 25 0 6 25 0 7 25 0 8 24 7 9 0 3 2 0 59 3 0 59 0 76 4 0 76 0 25 5 0 25 0 39 6 0 39 0 33 7 0 33 0 34 8 0 24 1 55 3 24 0 48 MS 0 70 3 24 0 22 LL a 59 3 24 0 18 RL 0 57 3 24 0 17 LL 0 53 3 24 0 16 RL 0 62 9 34 0 07 MS 0 02 9 34 0 00 LS Job No l 4050 modify Ili Customer) Clallum Builders Exc Inc l Date 8/8/2008 Description Westport Shipyard Cabinet Designed By JRS HCI STEEL BUILDING SYSTEMS. 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Checked By 4050 Purlin Design Report (Surface 2) LAP BOLT SHEAR /BEARING Bolt 0 500 (A325) 5 47 8 41 0 65 LS 0 25 4 30 5 90 0 73 LL 0 28 1 74 8 41 0 21 RL 0 06 1 79 8 41 0 21 LL 0 06 1 60 8 41 0 19 RL 0 05 2 42 13 85 0 17 LS 0 02 0 00 13 85 0 00 LS 0 00 Minor Cb LS LL MS RL RS LS LL MS RL RS 2 5 2 5 2 5 2 5 2 5 1 00 1 00 1 00 1 00 1 00 8 0 8 0 8 0 8 0 2 9 1 00 1 00 1 00 1 67 1 00 2 9 1 4 0 0 1 8 1 9 1 00 1 67 1 00 1 67 1 00 1 9 9 3 0 0 3 4 1 9 1 00 1 67 1 00 1 67 1 00 1 9 1 8 0 0 3 5 1 9 1 00 1 67 1 00 1 67 1 00 1 9 3 8 0 0 3 1 1 9 1 00 1 67 1 00 1 67 1 00 1 9 3 3 0 0 3 7 2 9 1 00 1 67 1 00 1 67 1 00 2 9 2 4 0 0 0 0 19 4 1 00 1 67 1 00 1 00 1 00 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 Span Lap_Shear(k) Shear_Ratio Id Left Right Left Right 0 30 0 30 0 39 0 39 0 13 0 13 0 20 0 20 0 17 0 17 0 12 0 12 8/ 5/08 8 27am -0 83 0 10 -0 23 0 15 0 11 -0 26 0 01 Available Reduction Factor Out In 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 Page 112 Of 446 r r r HCI STEEL BUILDING SYSTEMS, INC. 4050 Purlin Design Report (Surface 2) LOAD COMBINATION #17 DL +CL +1 6AUX4 PURLIN ANALYSIS Span Left Id Sup 1 0 00 2 -0 18 3 1 71 4 2 04 5 0 76 6 0 62 7 0 62 8 0 77 9 0 02 STRENGTH /DEFLECTION 1 2 3 4 5 6 7 8 9 UNBRACE LENGTHS Span RS RL RL LL LL RL LL LL LS Job No Customer I Clallum Builders Exc Inc Description Westport Shipyard Cabinet Shear(k) Left Right Right Lap Lap Sup -0 13 -0 59 -0 74 1 28 -1 75 -2 03 1 76 -1 43 -1 71 0 67 -0 43 -0 52 0 52 -0 57 -0 67 0 52 -0 52 -0 67 0 62 -0 50 0 00 0 13 3 24 0 04 RS 0 59 3 24 0 18 RL -1 75 3 24 0 54 RL 1 76 3 24 0 54 LL 0 67 3 24 0 21 LL 0 57 3 24 0 18 MS 0 52 3 24 0 16 LL 0 62 9 34 0 07 MS 0 02 9 34 0 00 LS Span Shear(k) Id Loc Calc Allow UC Loc Minor 4050 Left Left Sup Lap Moment (f -k) 0 16 8 41 0 02 LS 0 00 3 26 7 27 0 45 RL 0 16 5 60 8 41 0 67 RL 0 56 5 59 8 41 0 66 LL 0 56 3 72 7 09 0 52 LL 0 21 1 64 8 41 0 20 RL 0 04 1 61 8 41 0 19 LL 0 05 2 45 13 85 0 18 LS 0 02 0 00 13 85 0 00 LS 0 00 Cb modify Date 8/8/2008 Designed By JRS Checked By 8/ 5/08 8 27am Moment (f -k) MidSpan Right Right Mom Loc Lap Sup 0 00 0 00 0 00 0 16 0 16 0 16 0 00 3 26 5 18 5 18 0 87 -4 63 11 44 5 60 9 14 9 14 5 59 -4 69 13 59 2 11 5 05 5 05 3 72 -0 59 14 81 1 19 2 08 2 08 1 01 -1 64 12 03 1 53 2 69 2 69 1 61 -1 05 12 05 1 56 3 26 3 26 1 27 -2 45 14 90 0 00 0 00 0 00 0 33 0 00 Mom +Shr Deflection(in) Calc Allow UC Loc UC Calc Allow 0 06 0 09 0 61 0 63 0 05 0 23 0 09 0 27 0 01 Available Reduction Factor Page 113 Of 446 r F L NCI STEEL BUILDING SYSTEMS. 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Job No Customer Description 4050 Purlin Design Report (Surface 2) Id Major LS LL MS RL RS LS LL MS RL RS Out In 1 2 5 2 5 2 5 0 0 2 5 2 5 2 10 8 8 0 8 0 8 0 8 0 2 9 3 25 0 2 9 0 7 0 0 3 8 1 9 4 25 0 1 9 3 8 0 0 1 6 1 9 5 25 0 1 9 8 2 0 0 3 5 1 9 6 25 0 1 9 2 2 0 0 3 1 1 9 7 25 0 1 9 3 8 0 0 3 7 2 9 8 24 7 2 9 2 3 0 0 0 0 19 5 9 0 3 0 3 0 3 0 3 0 3 0 3 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325) Span Lap_Shear(k) Shear_Ratio Id Left Right Left Right 2 0 45 3 0 45 1 22 4 1 22 0 67 5 0 67 0 28 6 0 28 0 36 7 0 36 0 33 8 0 24 LOAD COMBINATION #18 DL +CL +1 6AUX5 PURLIN ANALYSIS Span Left Id Sup 1 0 00 2 0 19 0 23 0 23 0 62 0 62 0 34 0 34 0 14 0 14 0 18 0 18 0 12 0 12 Shear (k) Left Right Right Lap Lap Sup 4050 modify Clallum Builders Exc Inc I Date 8/8/2008 Westport Shipyard Cabinet I Designed By JRS Checked By 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 67 1 00 1 00 1 67 1 00 1 67 1 00 1 00 1 67 1 00 1 67 1 00 1 00 1 67 1 00 1 67 1 00 1 00 1 67 1 00 1 67 1 00 1 00 1 67 1 00 1 67 1 00 1 00 1 67 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Left Left Sup Lap -0 13 0 00 0 00 0 00 -0 22 -0 37 0 16 -0 18 3 62 8/ 5/08 8 27am 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 Moment (f -k) MidSpan Right Right Mom Loc Lap Sup 0 16 0 31 1 16 Page 114 Of 446 H CI STEEL BUILDING SYSTEMS. INC. 4050 Purlin Design Report (Surface 2) 3 0 48 0 33 -0 71 -0 81 1 16 0 00 -1 06 9 28 3 87 5 30 4 1 72 1 44 -1 74 -2 02 5 30 2 33 -4 58 11 48 5 57 9 10 5 2 03 1 75 -1 43 -1 71 9 10 5 55 -4 68 13 56 2 17 5 12 6 0 77 0 68 -0 42 -0 51 5 12 3 76 -0 69 15 03 0 99 1 87 7 0 58 0 48 -0 56 -0 71 1 87 0 87 -1 37 11 22 1 69 3 51 8 0 78 0 63 -0 49 3 51 1 49 -2 35 15 10 0 00 9 0 02 0 00 0 00 0 00 0 33 0 00 STRENGTH /DEFLECTION Span Shear(k) Id Loc Calc Allow UC Loc 1 RS -0 13 2 RL -0 22 3 RL -0 71 4 RL -1 74 5 LL 1 75 6 LL 0 68 7 RL -0 56 8 LL 0 63 9 LS 0 02 UNBRACE LENGTHS Job Nol 4050 Customer I Clallum Builders Exc Inc Description Westport Shipyard Cabinet 3 3 3 3 3 3 3 9 9 24 24 24 24 24 24 24 34 34 0 0 0 0 0 0 0 0 0 04 07 22 54 54 21 17 07 00 RS RS RL RL LL LL RL MS LS Span Minor Id Major LS LL MS RL RS 1 2 5 2 5 2 5 2 5 2 5 2 5 2 10 8 1 0 0 0 0 0 1 7 2 9 3 25 0 2 9 0 0 0 0 7 4 1 9 4 25 0 1 9 1 8 0 0 3 8 1 9 5 25 0 1 9 3 8 0 0 1 7 1 9 6 25 0 1 9 8 0 0 0 2 9 1 9 7 25 0 1 9 2 0 0 0 3 6 2 9 8 24 7 2 9 2 7 0 0 0 0 19 1 9 0 3 0 3 0 3 0 3 0 3 0 3 Moment(f -k) Mom +Shr Calc Allow UC Loc UC 0 16 8 41 0 02 LS 0 00 0 00 0 58 8 41 0 07 RS 0 01 0 00 3 87 7 73 0 50 RL 0 23 -0 03 5 57 8 41 0 66 RL 0 55 -0 61 5 55 8 41 0 66 LL 0 55 -0 63 3 76 7 26 0 52 LL 0 22 0 03 1 69 8 41 0 20 RL 0 05 -0 16 -2 35 13 85 0 17 LS 0 02 -0 25 0 00 13 85 0 00 LS 0 00 0 01 1 1 1 1 1 1 1 1 1 LS LL MS RL RS 00 00 00 00 00 00 00 00 00 1 1 1 1 1 1 1 1 1 00 00 67 67 67 67 67 67 00 1 1 1 1 1 1 1 1 1 Cb 00 00 00 00 00 00 00 00 00 1 1 1 1 1 1 1 1 1 00 67 67 67 67 67 67 00 00 modify Date Designed By JRS Checked By 1 1 1 1 1 1 1 1 1 00 00 00 00 00 00 00 00 00 8/8/2008 8/ 5/08 8 27am Deflection(in) Calc Allow Available Reduction Factor Out In 1 1 1 1 1 1 1 1 1 00 00 00 00 00 00 00 00 00 0 0 0 0 0 0 0 0 0 Page 115 Of 446 70 70 70 70 70 70 70 70 70 E STEEL BUILDING SYSTEMS. 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LAP BOLT SHEAR /BEARING Bolt 0 500 (A325) Span Lap_Shear(k) Shear_Ratio Id Left Right Left Right 2 0 10 0 05 3 0 10 0 71 0 05 0 36 4 0 71 1 21 0 36 0 62 5 1 21 0 68 0 62 0 35 6 0 68 0 25 0 35 0 13 7 0 25 0 36 0 13 0 13 8 0 25 0 13 LOAD COMBINATION #19 DL +CL +1 6AUX6 PURLIN ANALYSIS STRENGTH /DEFLECTION Job No 4050 modify Customer Clallum Builders Exc Inc I Date 8/8/2008 Description) Westport Shipyard Cabinet I Designed By JRS Checked By 4050 Purlin Design Report (Surface 2) 8/ 5/08 8 27am 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 13 0 00 0 00 0 00 0 16 2 0 09 -0 32 -0 47 0 16 0 09 1 69 1 10 2 24 3 0 64 0 50 -0 55 -0 64 2 24 0 60 -1 80 12 52 1 10 2 21 4 0 53 0 43 -0 66 -0 76 2 21 1 30 -0 53 10 33 3 68 5 00 5 1 70 1 42 -1 76 -2 04 5 00 2 07 -4 68 11 37 5 66 9 22 6 2 05 1 76 -1 42 -1 70 9 22 5 65 -4 74 13 65 1 99 4 91 7 0 74 0 64 -0 40 -0 55 4 91 3 62 -0 35 14 30 1 22 2 59 8 0 74 0 59 -0 53 2 59 0 68 -2 72 14 37 0 00 9 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 Page 116 Of 446 HCI STEEL BUILDING SYSTEMS. 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UNBRACE LENGTHS LAP BOLT SHEAR /BEARING Span Id Bolt 0 500 (A325) Lap_Shear(k) Shear Ratio Left Right Left Right 2 0 19 0 10 3 0 19 0 29 0 10 0 15 4 0 29 0 67 0 15 0 34 5 0 67 1 23 0 34 0 63 6 1 23 0 65 0 63 0 33 7 0 65 0 26 0 33 0 09 Job No1 4050 Customer I Clallum Builders Exc 1 Descriptionl 1 RS -0 13 3 24 0 04 RS 0 16 2 RL -0 32 3 24 0 10 RL 1 10 3 RL -0 55 3 24 0 17 MS -1 80 4 RL -0 66 3 24 0 20 RL 3 68 5 RL -1 76 3 24 0 54 RL 5 66 6 LL 1 76 3 24 0 55 LL 5 65 7 LL 0 64 3 24 0 20 LL 3 62 8 LL 0 59 9 34 0 06 MS -2 9 LS 0 02 9 34 0 00 LS 0 Span Minor Id Major LS LL MS RL RS 1 2 5 2 5 2 5 0 0 2 5 2 5 2 10 8 8 0 8 0 8 0 8 0 2 9 3 25 0 2 9 1 3 0 0 2 2 1 9 4 25 0 1 9 3 9 0 0 8 3 1 9 5 25 0 1 9 1 6 0 0 3 9 1 9 6 25 0 1 9 3 8 0 0 1 5 1 9 7 25 0 1 9 8 7 0 0 4 1 2 9 8 24 7 2 9 1 2 0 0 0 0 20 6 9 0 3 0 3 0 3 0 3 0 3 0 3 Inc Westport Shipyard Cabinet 4050 Purlin Design Report (Surface 2) 7 8 6 8 8 6 72 13 00 13 l 8/8/2008 Designed By JRS Checked By modify Date 8/ 5/08 8 27am 8 41 0 02 LS 0 00 -0 02 27 0 15 RS 0 02 0 03 41 0 21 RL 0 03 -0 27 99 0 53 RL 0 21 0 06 41 0 67 RL 0 57 -0 63 41 0 67 LL 0 57 -0 64 54 0 55 LL 0 20 0 09 85 0 20 LS 0 01 -0 32 85 0 00 LS 0 00 0 02 Cb LS LL MS RL RS 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 67 1 00 1 00 1 67 1 00 1 67 1 00 1 00 1 67 1 00 1 67 1 00 1 00 1 67 1 00 1 67 1 00 1 00 1 67 1 00 1 67 1 00 1 00 1 67 1 00 1 67 1 00 1 00 1 67 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Available Reduction Factor Out In 1 1 1 1 1 1 1 1 1 00 00 00 00 00 00 00 00 00 0 0 0 0 0 0 0 0 0 Page 117 Of 446 70 70 70 70 70 70 70 70 70 NCI STEEL BUILDING SYSTEMS. INC. 4050 Purlin Design Report (Surface 2) 8 0 19 PURLIN ANALYSIS Span Left Id Sup 1 0 00 2 0 11 3 0 60 4 0 69 5 0 52 6 1 72 7 1 99 8 0 88 9 0 02 STRENGTH /DEFLECTION 1 2 3 4 5 6 7 8 9 RS RL RL LL RL RL LL LL LS UNBRACE LENGTHS Job No 4050 modify Customer I Clallum Builders Exc Inc I Date 8/8/2008 Description Westport Shipyard Cabinet Designed By JRS Checked By 0 10 LOAD COMBINATION #20 DL +CL +1 6AUX7 Shear(k) Left Right Right Lap Lap Sup -0 13 -0 30 -0 44 0 45 -0 59 -0 69 0 59 -0 50 -0 60 0 42 -0 67 -0 77 1 44 -1 74 -2 02 1 71 -1 32 -1 75 0 73 -0 39 0 00 Span Shear(k) Id Loc Calc Allow UC Loc 0 13 3 24 0 04 RS 0 30 3 24 0 09 RL -0 59 3 24 0 18 RL 0 59 3 24 0 18 LL 0 67 3 24 0 21 RL -1 74 3 24 0 54 RL 1 71 3 24 0 53 LL 0 73 9 34 0 08 LL 0 02 9 34 0 00 LS Left Left Sup Lap Moment (f -k) 0 16 8 41 0 02 LS 0 00 0 89 7 27 0 12 RS 0 02 1 84 8 41 0 22 RL 0 06 1 84 8 41 0 22 LL 0 06 3 78 7 05 0 54 RL 0 22 5 39 8 41 0 64 RL 0 52 5 46 8 41 0 65 LL 0 53 3 68 11 98 0 31 LL 0 08 0 00 13 85 0 00 LS 0 00 8/ 5/08 8 27am Moment (f -k) MidSpan Right Right Mom Loc Lap Sup 0 00 0 00 0 00 0 16 0 16 0 04 2 21 0 89 1 95 1 95 0 44 -1 54 11 65 1 84 3 04 3 04 1 84 -1 53 13 33 0 94 1 98 1 98 1 10 -0 62 10 04 3 78 5 14 5 14 2 17 -4 75 11 49 5 39 8 93 8 93 5 46 -4 29 13 28 1 57 5 99 5 99 3 68 -1 49 17 05 0 00 0 00 0 00 0 33 0 00 Mom +Shr Deflection(in) Calc Allow UC Loc UC Calc Allow -0 01 0 02 0 20 0 20 0 05 0 65 -0 55 0 04 0 01 Page 118 Of 446 r 1 r L J NCI STEEL BUILDING SYSTEMS. INC. ti 4050 Purlin Design Report (Surface 2) Span Minor Id Major LS LL MS RL RS 1 2 5 2 5 2 5 2 5 2 5 2 5 2 10 8 8 0 8 0 8 0 8 0 2 9 3 25 0 2 9 1 0 0 0 3 7 1 9 4 25 0 1 9 3 7 0 0 2 1 1 9 5 25 0 1 9 3 3 0 0 8 2 1 9 6 25 0 1 9 1 7 0 0 3 7 1 9 7 25 0 1 9 3 8 0 0 1 3 2 9 8 24 7 2 9 6 6 0 0 0 0 15 2 9 0 3 0 3 0 3 0 3 0 3 0 3 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325) Job No 4050 Customer I Clallum Description Span Lap_Shear(k) Shear_Ratio Id Left Right Left Right 2 0 17 0 09 3 0 17 0 41 0 09 0 21 4 0 41 0 26 0 21 0 13 5 0 26 0 68 0 13 0 35 6 0 68 1 19 0 35 0 61 7 1 19 0 61 0 61 0 22 8 0 43 0 22 LOAD COMBINATION #21 DL +CL+1 6AUX8 PURLIN ANALYSIS Span Left Id Sup Shear(k) Left Right Right Lap Lap Sup Builders Exc Inc Westport Shipyard Cabinet 1 1 1 1 1 1 1 1 1 Left Left Sup Lap Cb modify Date Designed By Checked By LS LL MS RL RS 00 1 00 1 00 1 00 1 00 00 1 00 1 00 1 67 1 00 00 1 67 1 00 1 67 1 00 00 1 67 1 00 1 67 1 00 00 1 67 1 00 1 67 1 00 00 1 67 1 00 1 67 1 00 00 1 67 1 00 1 67 1 00 00 1 67 1 00 1 00 1 00 00 1 00 1 00 1 00 1 00 8/ 5/08 8 27am Available Reduction Factor Out In 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 8/8/2008 JRS 0 0 0 0 0 0 0 0 0 Moment(f -k) MidSpan Right Right Mom Loc Lap Sup Page 119 Of 446 70 70 70 70 70 70 70 70 70 HCI STEEL BUILDING SYSTEMS. 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STRENGTH /DEFLECTION Span Id 1 2 3 4 5 6 7 8 9 UNBRACE LENGTHS Span RS RL RL LL LL RL RL LL LS Shear(k) Job No 4050 Loc Calc Allow UC Loc Id Major LS LL MS RL RS Customer Clallum Builders Exc Inc Description Westport Shipyard Cabinet 4050 Purlin Design Report (Surface 2) 1 0 00 -0 13 0 00 0 00 0 00 0 16 2 0 11 -0 30 -0 45 0 16 0 05 2 07 0 94 2 03 3 0 61 0 46 -0 58 -0 67 2 03 0 48 -1 61 11 88 1 64 2 82 4 0 64 0 55 -0 55 -0 64 2 82 1 70 -1 22 12 53 1 67 2 78 5 0 67 0 57 -0 52 -0 62 2 78 1 62 -1 57 13 00 1 07 2 14 6 0 54 0 44 -0 65 -0 75 2 14 1 22 -0 69 10 49 3 42 4 73 7 1 64 1 36 -1 67 -2 10 4 73 1 91 -4 30 10 98 5 01 10 43 8 2 27 1 84 -1 42 10 43 4 53 -6 77 15 15 0 01 9 0 05 0 00 0 01 0 00 0 33 0 00 -0 13 3 24 0 04 RS 0 30 3 24 0 09 RL -0 58 3 24 0 18 RL 0 55 3 24 0 17 LL 0 57 3 24 0 18 LL 0 65 3 24 0 20 RL 1 67 3 24 0 52 RL 1 84 9 34 0 20 MS 0 05 9 34 0 01 LS Minor Moment (f -k) Calc Allow UC Loc UC 0 16 8 41 0 02 LS 0 00 0 94 7 27 0 13 RS 0 02 1 64 8 41 0 20 RL 0 05 1 70 8 41 0 20 LL 0 05 1 62 8 41 0 19 LL 0 05 3 42 7 69 0 44 RL 0 18 5 01 8 41 0 60 RL 0 46 -6 77 13 85 0 49 LS 0 21 0 01 13 85 0 00 LS 0 00 1 2 5 2 5 2 5 2 5 2 5 2 5 1 00 1 00 1 00 1 00 1 00 2 10 8 8 0 8 0 8 0 8 0 2 9 1 00 1 00 1 00 1 67 1 00 3 25 0 2 9 1 1 0 0 3 3 1 9 1 00 1 67 1 00 1 67 1 00 4 25 0 1 9 3 8 0 0 3 7 1 9 1 00 1 67 1 00 1 67 1 00 5 25 0 1 9 3 3 0 0 2 3 1 9 1 00 1 67 1 00 1 67 1 00 6 25 0 1 9 3 5 0 0 7 5 1 9 1 00 1 67 1 00 1 67 1 00 7 25 0 1 9 1 5 0 0 3 6 2 9 1 00 1 67 1 00 1 67 1 00 8 24 7 2 9 2 8 0 0 0 0 19 0 1 00 1 67 1 00 1 00 1 00 modify Date 8/8/2008 Designed By JRS Checked By 8/ 5/08 8 27am Mom +Shr Deflection(in) Calc Allow 0 01 0 02 -0 22 0 13 0 21 0 02 -0 52 0 70 0 04 Available Reduction Cb Factor LS LL MS RL RS Out In 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 Page 120 Of 446 r r HCI STEEL BUILDING SYSTEMS. INC. 4050 Purlin Design Report (Surface 2) 9 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 1 00 0 70 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325) (Description Span Lap_Shear(k) Shear_Ratio Id Left Right Left Right 2 0 18 0 09 3 0 18 0 38 0 09 0 19 4 0 38 0 37 0 19 0 19 5 0 37 0 29 0 19 0 15 6 0 29 0 63 0 15 0 32 7 0 63 1 06 0 32 0 38 8 0 75 0 38 LOAD COMBINATION #22 DL +CL +1 6AUX9 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 37 0 00 0 00 0 00 0 47 2 0 74 -0 45 -0 88 0 47 -1 38 4 97 -0 71 1 19 3 0 44 0 29 -0 75 -0 85 1 19 0 14 -0 67 8 50 4 83 6 33 4 1 93 1 65 -1 54 -1 82 6 33 2 98 -6 08 12 87 1 80 4 94 5 0 63 0 53 -0 56 -0 66 4 94 3 86 1 12 12 18 4 20 5 35 6 1 88 1 60 -1 58 -1 86 5 35 2 08 -6 48 12 57 1 88 5 11 7 0 62 0 52 -0 52 -0 67 5 11 4 04 1 38 12 03 4 00 5 70 8 2 08 1 65 -1 62 5 70 0 35 -8 71 13 87 0 01 9 0 05 0 00 0 01 0 00 0 33 0 00 STRENGTH /DEFLECTION Job No 1 4050 modify Customer I Clallum Builders Exc Inc I Date 8/8/2008 Westport Shipyard Cabinet Designed By JRS Checked By 8/ 5/08 8 27am Page 121 Of 446 F 1 I L HCI STEEL BUILDING SYSTEMS, INC. ri 4050 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 1 RS -0 37 3 24 0 12 RS 0 47 8 41 0 06 RS 0 02 2 LS 0 74 3 24 0 23 MS -1 38 8 41 0 16 LS 0 06 3 RL -0 75 3 24 0 23 RL 4 83 5 89 0 82 RL 0 35 4 LL 1 65 3 24 0 51 MS -6 08 8 41 0 72 LS 0 23 5 RL -0 56 3 24 0 17 RL 4 20 5 89 0 71 RL 0 26 6 LL 1 60 3 24 0 49 MS -6 48 8 41 0 77 LS 0 19 7 LL 0 52 3 24 0 16 LL 4 04 5 89 0 69 LL 0 24 8 LL 1 65 9 34 0 18 MS -8 71 13 85 0 63 LS 0 08 9 LS 0 05 9 34 0 01 LS 0 01 13 85 0 00 LS 0 00 UNBRACE LENGTHS Span Id Major 1 2 5 2 10 8 3 25 0 4 25 0 5 25 0 6 25 0 7 25 0 8 24 7 9 0 3 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325) Minor I LS LL MS RL RS Job No 4050 I modify I Customer) Clallum Builders Exc Inc I Date 1 8/8/2008 Description Westport Shipyard Cabinet I Designed Byi JRS Checked By Span Lap_Shear(k) Shear_Ratio Id Left Right Left Right 2 0 10 3 0 10 0 84 4 0 84 0 66 2 5 2 5 0 0 2 5 2 5 0 7 0 0 0 0 0 0 1 6 2 9 0 5 0 0 9 5 1 9 1 9 2 0 0 0 1 2 1 9 1 9 21 3 21 3 21 3 1 9 1 9 1 4 0 0 1 3 1 9 1 9 20 3 20 3 20 3 2 9 2 9 21 8 0 0 0 0 21 8 0 3 0 3 0 3 0 3 0 3 0 05 0 05 0 43 0 43 0 34 Cb LS LL MS RL RS 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 67 1 00 1 00 1 67 1 00 1 67 1 00 1 00 1 67 1 00 1 67 1 00 1 00 1 67 1 00 1 67 1 00 1 00 1 67 1 00 1 67 1 00 1 00 1 67 1 00 1 67 1 00 1 00 1 67 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 8/ 5/08 8 27am 0 03 0 04 0 10 -0 98 0 43 1 07 0 48 -1 08 0 05 Available Reduction Factor Out In 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 Page 122 Of 446 !!!:ili STEEL BUILDING SYSTEMS. INC. 4050 5 0 66 6 0 71 7 0 68 8 0 41 LOAD COMBINATION #23 PURLIN ANALYSIS Span Left Id Sup 1 0 00 2 -0 32 3 1 94 4 0 63 5 1 87 6 0 67 7 1 77 8 0 93 9 0 02 Span 0 71 0 68 0 58 STRENGTH /DEFLECTION Shear(k) Left Right Right Lap Lap Sup -0 73 1 51 -1 52 0 53 -0 56 1 59 -1 59 0 57 -0 52 1 49 -1 54 0 78 Shear(k) 0 34 0 36 0 36 0 35 0 35 0 21 0 21 DL +CL +1 6AUX10 Id Loc Calc Allow UC Loc 1 RS -0 13 2 RL -0 73 3 RL -1 52 4 RL -0 56 5 RL -1 59 6 LL 0 57 7 RL -1 54 8 LL 0 78 9 LS 0 02 Job No 4050 Customer Clallum Builders Exc Inc Description 3 3 3 3 3 3 3 9 9 Purlin Design Report (Surface 2) 24 24 24 24 24 24 24 34 34 0 0 0 0 0 0 0 0 0 04 23 47 17 49 18 48 08 00 Westport Shipyard Cabinet 0 13 0 00 0 88 0 16 1 80 6 67 0 66 4 87 1 87 5 31 0 62 5 36 1 97 4 71 -0 34 7 27 0 00 0 00 RS RL MS RL MS LL MS LL LS Left Left Sup Lap 8/8/2008 Designed By JRS Checked By modify Date 8/ 5/08 8 27am Moment (f -k) MidSpan Right Right Mom Loc Lap Sup 0 00 0 00 0 16 0 16 0 00 4 35 6 67 1 70 -5 95 12 98 1 76 4 87 3 78 1 06 12 16 4 16 5 31 2 06 -6 37 12 49 2 11 5 36 4 19 1 01 13 00 3 64 4 71 1 66 -5 75 11 82 2 21 7 27 4 81 -1 12 18 06 0 00 0 00 0 33 0 00 Moment(f -k) Mom +Shr Deflection(in) Calc Allow UC Loc UC Calc Allow 0 16 8 41 0 02 LS 0 00 -0 08 4 35 7 27 0 60 RL 0 29 0 12 -5 95 8 41 0 71 LS 0 25 -0 94 4 16 5 89 0 71 RL 0 26 0 41 -6 37 8 41 0 76 RS 0 19 -1 05 4 19 5 89 0 71 LL 0 26 0 40 -5 75 8 41 0 68 RS 0 19 -0 90 4 81 9 70 0 50 LL 0 13 0 06 0 00 13 85 0 00 LS 0 00 0 00 Page 123 Of 446 r r NCI STEEL BUILDING SYSTEMS, INC. UNBRACE LENGTHS Span Minor Id Major LS LL MS RL RS 1 2 5 2 10 8 3 25 0 4 25 0 5 25 0 6 25 0 7 25 0 8 24 7 9 0 3 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325) Span Lap_Shear(k) Shear_Ratio Id Left Right Left Right 2 0 58 3 0 58 0 65 4 0 65 0 71 5 0 71 0 71 6 0 71 0 63 7 0 63 0 74 8 0 52 DEFLECTION LOAD COMBINATION 1 LL Span DEFLECTION(in) Job No 4050 Customer Clallum Builders Exc Inc Description 4050 Purlin Design Report (Surface 2) 2 5 2 5 2 5 2 5 2 5 1 00 1 00 1 00 1 00 1 00 8 0 8 0 8 0 8 0 2 9 1 00 1 00 1 00 1 67 1 00 2 9 1 2 0 0 1 2 1 9 1 00 1 67 1 00 1 67 1 00 1 9 21 3 21 3 21 3 1 9 1 00 1 67 1 00 1 67 1 00 1 9 1 4 0 0 1 4 1 9 1 00 1 67 1 00 1 67 1 00 1 9 21 3 21 3 21 3 1 9 1 00 1 67 1 00 1 67 1 00 1 9 1 2 0 0 1 5 2 9 1 00 1 67 1 00 1 67 1 00 2 9 8 6 0 0 0 0 13 2 1 00 1 67 1 00 1 00 1 00 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 30 0 30 0 33 0 33 0 36 0 36 0 36 0 36 0 32 0 32 0 27 0 27 Westport Shipyard Cabinet Cb LS LL MS RL RS modify Date 8/8/2008 Designed By JRS Checked By 8/ 5/08 8 27am Available Reduction Factor Out In 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 Page 124 Of 446 r r I HCI STEEL BUILDING SYSTEMS, INC. Id SURFACE LAYOUT PURLIN LOCATION Job No 4050 Purlin Design Report (Surface 2) Calc Allow Ratio 1 -0 02 2 0 04 0 87 0 04 3 -0 41 2 00 0 21 4 -0 27 2 00 0 14 5 -0 30 2 00 0 15 6 -0 33 2 00 0 16 7 -0 20 2 00 0 10 8 -0 50 1 97 0 25 9 0 03 LOAD COMBINATION 2 1 42SL Span DEFLECTION(in) Id Calc Allow Ratio 1 -0 04 2 0 07 0 87 0 08 3 -0 73 2 00 0 36 4 -0 49 2 00 0 24 5 -0 54 2 00 0 27 6 -0 58 2 00 0 29 7 -0 36 2 00 0 18 8 -0 88 1 97 0 45 9 0 04 4050 Purlin Layout Report (Surface 3) Surface No Peak Id Length Row Space 3 50 173 10 1 000 Customer Clallum Builders Exc Inc Description Westport Shipyard Cabinet 4050 modify Date 8/8/2008 Designed By JRS Checked By 8/ 5/08 8 27am 8/ 5/08 8 27am Page 125 Of 446 F 1 r L HCI STEEL BUILDING SYSTEMS, INC. 4050 Purlin Layout Report (Surface 3) Purlin Surf Load Dead Edge Show Id Offset Space Width Load Wind Report 1 1 000 1 000 3 459 1 48 2 5 917 4 917 4 917 1 04 3 10 835 4 917 4 917 1 04 4 15 752 4 917 4 917 1 04 5 20 669 4 917 4 917 1 04 6 25 587 4 917 4 917 1 04 7 30 504 4 917 4 917 1 04 8 35 421 4 917 4 917 1 04 9 40 339 4 917 4 917 1 04 Y 10 45 256 4 917 4 917 1 04 Y Y 50 173 4 917 PURLIN LAYOUT Bay Span Purlin Id Id Size 1 11Z25U14 2 50 0 10 3 103 5 1 2 11Z25U14 10 83 2 88 0 56 8 567 5 2 3 11Z25U14 25 00 2 88 1 88 0 123 2 1231 6 3 4 11Z25U14 25 00 1 88 1 88 0 119 0 1190 3 4 5 11Z25U14 25 00 1 88 1 88 0 119 0 1190 3 5 6 11Z25U14 25 00 1 88 1 88 0 119 0 1190 3 6 7 11Z25U1 25 00 1 88 2 88 0 123 2 1231 6 7 8 11Z25U12 24 67 2 88 0 161 4 1613 9 9 11Z25U12 0 33 0 2 0 19 5 SPECIAL LOADS Load_Location Start End Load Type 43 373 50 173 Edge Zone Wind Job No 4050 Customer Clallum Builders Exc Inc (Description Westport Shipyard Cabinet Span Lap(ft) No Unit Total (ft) Left Right Brace Weight Weight _Total(lb)= 1667 7 16677 1 modify Date 8/8/2008 Designed By JRS Checked By 8/ 5/08 8 27am Page 126 Of 446 1 r HCI STEEL BUILDING SYSTEMS, INC. 4050 Purlin Design Report (Surface 3) 4050 Purlin Design Report (Surface 3) PURLIN LAYOUT (Purlin Id= 9) LOAD COMBINATION 1 DL +CL +LL PURLIN ANALYSIS Job No l 4050 modify Customer i Clallum Builders Exc Inc Date 8/8/2008 Description) Westport Shipyard Cabinet Designed Byl JRS Checked By ROOF PURLIN DESIGN RUN 2, SURFACE 3 Bay Span Purlin Span Lap(ft) Load No Id Id Size (ft) Left Right Width Brace 1 11Z25U14 2 50 4 92 0 1 2 11Z25U14 10 83 2 88 4 92 0 2 3 11Z25U14 25 00 2 88 1 88 4 92 0 3 4 11Z25U14 25 00 1 88 1 88 4 92 0 4 5 11Z25U14 25 00 1 88 1 88 4 92 0 5 6 11Z25U14 25 00 1 88 1 88 4 92 0 6 7 11Z25U14 25 00 1 88 2 88 4 92 0 7 8 11Z25U12 24 67 2 88 4 92 0 9 11Z25U12 0 33 4 92 0 8/ 5/08 8 27am 8/ 5/08 8 27am 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 37 0 00 0 00 0 00 0 47 2 0 31 -0 87 -1 30 0 47 0 14 2 10 2 70 5 83 3 1 77 1 34 -1 68 -1 96 5 83 1 37 -4 62 11 84 4 88 8 30 4 1 89 1 61 -1 56 -1 84 8 30 5 01 -3 71 12 69 4 41 7 59 Page 127 Of 446 r 1 r i HCI STEEL BUILDING SYSTEMS. INC. 4050 Purlin Design Report (Surface 3) 5 1 85 6 1 89 7 1 77 8 2 23 9 0 05 STRENGTH /DEFLECTION Span Shear(k) Id Loc Calc Allow UC Loc 1 RS 2 RL 3 RL 4 LL 5 RL 6 LL 7 RL 8 LL 9 LS UNBRACE LENGTHS Span Minor Id Major LS LL MS RL RS LAP BOLT SHEAR /BEARING Job No 4050 modify Customer Clallum Builders Exc Inc I Date 8/8/2008 Description Westport Shipyard Cabinet 1 57 -1 60 -1 88 1 61 -1 56 -1 84 1 49 -1 53 -1 96 1 80 -1 45 0 00 -0 37 3 24 0 12 RS 0 87 3 24 0 27 RL 1 68 3 24 0 52 RL 1 61 3 24 0 50 LL 1 60 3 24 0 49 RL 1 61 3 24 0 50 LL 1 53 3 24 0 47 RL 1 80 9 34 0 19 MS 0 05 9 34 0 01 LS 7 59 7 93 7 27 9 61 0 01 Moment (f -k) 4 39 -3 89 12 41 4 65 -4 05 12 68 4 22 -3 24 11 87 3 82 -7 04 14 94 0 00 0 33 Calc Allow UC Loc UC 0 47 8 41 0 06 RS 0 02 2 70 7 27 0 37 RS 0 16 4 88 8 41 0 58 RL 0 44 5 01 8 41 0 60 LL 0 45 4 67 8 41 0 56 RL 0 40 4 65 8 41 0 55 LL 0 40 4 60 8 41 0 55 RL 0 39 -7 04 13 85 0 51 LS 0 18 0 01 13 85 0 00 LS 0 00 Cb Designed By Checked By LS LL MS RL RS 1 2 5 2 5 2 5 0 0 2 5 2 5 1 00 1 00 1 00 1 00 1 00 2 10 8 8 0 8 0 8 0 8 0 2 9 1 00 1 00 1 00 1 67 1 00 3 25 0 2 9 1 1 0 0 3 4 1 9 1 00 1 67 1 00 1 67 1 00 4 25 0 1 9 3 8 0 0 3 4 1 9 1 00 1 67 1 00 1 67 1 00 5 25 0 1 9 3 3 0 0 3 5 1 9 1 00 1 67 1 00 1 67 1 00 6 25 0 1 9 3 4 0 0 3 1 1 9 1 00 1 67 1 00 1 67 1 00 7 25 0 1 9 3 4 0 0 3 7 2 9 1 00 1 67 1 00 1 67 1 00 8 24 7 2 9 2 4 0 0 0 0 19 4 1 00 1 67 1 00 1 00 1 00 9 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 4 67 4 09 4 60 JRS 8/ 5/08 8 27am 7 93 7 27 9 61 0 01 0 00 Mom +Shr Deflection(in) Calc Allow 0 03 0 06 -0 63 -0 42 0 46 0 50 0 31 -0 76 0 04 Available Reduction Factor Out In 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 Page 128 Of 446 HCI STEEL BUILDING SYSTEMS. INC. 4050 Purlin Design Report (Surface 3) Bolt 0 500 (A325) Span Lap_Shear(k) Shear_Ratio Id Left Right Left Right 2 0 51 0 26 3 0 51 1 11 0 26 0 57 4 1 11 1 01 0 57 0 52 5 1 01 1 06 0 52 0 54 6 1 06 0 97 0 54 0 50 7 0 97 0 98 0 50 0 35 8 0 69 0 35 LOAD COMBINATION 2 DL +CL +1 42SL PURLIN ANALYSIS Job No 1 4050 Customer I Clallum Builders Exc Inc Description Westport Shipyard Cabinet modify Date 1 8/8/2008 Designed Byl JRS Checked By 8/ 5/08 8 27am 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 56 0 00 0 00 0 00 0 70 2 0 47 -1 32 -1 96 0 70 0 21 2 10 4 07 8 78 3 2 66 2 01 -2 54 -2 96 8 78 2 06 -6 97 11 84 7 35 12 51 4 2 85 2 43 -2 35 -2 77 12 51 7 55 -5 59 12 69 6 65 11 45 5 2 79 2 37 -2 41 -2 83 11 45 6 61 -5 86 12 41 7 05 11 96 6 2 85 2 43 -2 35 -2 77 11 96 7 01 -6 10 12 68 6 17 10 97 7 2 67 2 25 -2 30 -2 95 10 97 6 36 -4 88 11 87 6 93 14 49 8 3 36 2 71 -2 19 14 49 5 76 -10 61 14 94 0 01 9 0 08 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 1 RS -0 56 3 24 0 17 RS 0 70 8 41 0 08 RS 0 04 -0 05 Page 129 Of 446 r 2 3 4 5 6 7 8 9 L HCI STEEL BUILDING SYSTEMS. 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RL RL LL RL LL RL LL LS UNBRACE LENGTHS Job No 4050 modify Customer Clallum Builders Exc Inc Date 8/8/2008 Description Westport Shipyard Cabinet Designed Byl JRS Checked By 4050 Purlin Design Report (Surface 3) 1 32 3 24 0 41 RL 4 07 7 27 0 56 RS 0 36 2 54 3 24 0 78 RL 7 35 8 41 0 87 RL 1 00 2 43 3 24 0 75 LL 7 55 8 41 0 90 LL 1 03 -2 41 3 24 0 74 RL 7 05 8 41 0 84 RL 0 92 2 43 3 24 0 75 LL 7 01 8 41 0 83 LL 0 91 2 30 3 24 0 71 RL 6 93 8 41 0 82 RL 0 88 2 71 9 34 0 29 MS -10 61 13 85 0 77 LS 0 42 0 08 9 34 0 01 LS 0 01 13 85 0 00 LS 0 00 Span Minor Id Major LS LL MS RL RS 1 2 5 2 5 2 5 2 5 2 5 2 5 1 00 1 00 1 00 1 00 1 00 2 10 8 8 0 8 0 8 0 8 0 2 9 1 00 1 00 1 00 1 67 1 00 3 25 0 2 9 1 1 0 0 3 4 1 9 1 00 1 67 1 00 1 67 1 00 4 25 0 1 9 3 8 0 0 3 4 1 9 1 00 1 67 1 00 1 67 1 00 5 25 0 1 9 3 3 0 0 3 5 1 9 1 00 1 67 1 00 1 67 1 00 6 25 0 1 9 3 4 0 0 3 1 1 9 1 00 1 67 1 00 1 67 1 00 7 25 0 1 9 3 4 0 0 3 7 2 9 1 00 1 67 1 00 1 67 1 00 8 24 7 2 9 2 4 0 0 0 0 19 4 1 00 1 67 1 00 1 00 1 00 9 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325) Span Lap_Shear(k) Shear_Ratio Id Left Right Left Right 2 0 76 3 0 76 1 67 4 1 67 1 53 5 1 53 1 59 6 1 59 1 46 7 1 46 1 48 8 1 04 0 39 0 39 0 85 0 85 0 78 0 78 0 81 0 81 0 75 0 75 0 53 0 53 Cb LS LL MS RL RS 8/ 5/08 8 27am 0 09 -0 95 0 63 0 70 0 75 0 46 1 14 0 06 Available Reduction Factor Out In 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 Page 130 Of 446 r L HCI STEEL BUILDING SYSTEMS. INC. 4050 Purlin Design Report (Surface 3) LOAD COMBINATION 3 PURLIN ANALYSIS Span Left Id Sup 1 0 00 2 0 34 3 1 91 4 2 05 5 2 01 6 2 05 7 1 92 8 2 41 9 0 05 STRENGTH /DEFLECTION UNBRACE LENGTHS Job Nol 4050 Customer I Clallum Builders Exc Inc Description Westport Shipyard Cabinet DL +CL +0 75LL +0 75WP Shear(k) Left Right Right Lap Lap Sup -0 95 1 45 -1 82 1 75 -1 69 1 70 -1 73 1 75 -1 69 1 62 -1 66 1 95 Span Shear(k) Id Loc Calc Allow UC Loc 1 RS -0 40 3 24 0 12 2 RL -0 95 3 24 0 29 3 RL -1 82 3 24 0 56 4 LL 1 75 3 24 0 54 5 RL -1 73 3 24 0 53 6 LL 1 75 3 24 0 54 7 RL -1 66 3 24 0 51 8 LL 1 95 9 34 0 21 9 LS 0 05 9 34 0 01 0 40 0 00 1 41 0 50 2 13 6 31 1 99 8 99 -2 03 8 23 1 99 8 60 2 12 7 88 1 57 10 41 0 00 0 01 RS RL RL LL RL LL RL MS LS 0 2 5 5 5 5 4 7 0 Left Left Sup Lap 50 92 29 43 07 04 98 63 01 8 7 8 8 8 8 8 13 13 41 27 41 41 41 41 41 85 85 0 0 0 0 0 0 0 0 0 Moment (f -k) MidSpan Right Right Mom Loc Lap Sup 0 00 0 00 0 50 0 15 2 10 2 92 6 31 1 48 -5 01 11 84 5 29 8 99 5 43 -4 02 12 69 4 78 8 23 4 75 -4 21 12 41 5 07 8 60 5 04 -4 39 12 68 4 43 7 88 4 57 -3 51 11 87 4 98 10 41 4 14 -7 63 14 94 0 01 0 00 0 33 0 00 Moment(f -k) Mom +Shr Deflection(in) Calc Allow UC Loc UC Calc Allow 06 40 63 65 60 60 59 55 00 RS 0 02 RS 0 19 RL 0 52 LL 0 53 RL 0 47 LL 0 47 RL 0 45 LS 0 22 LS 0 00 modify Date 8/8/2008 Designed By JRS Checked By 8/ 5/08 8 27am -0 04 0 06 0 68 0 45 0 50 -0 54 0 33 0 82 0 04 Available Reduction Page 131 Of 446 1 Job No 1 4050 I modify Customer Clallum Builders Exc Inc I Date 8/8/2008 Description Westport Shipyard Cabinet I Designed By JRS HCI STEEL BUILDING SYSTEMS. 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I Checked By 4050 Purlin Design Report (Surface 3) Span Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In 1 2 5 2 5 2 5 0 0 2 5 2 5 1 00 1 00 1 00 1 00 1 00 1 00 0 70 2 10 8 8 0 8 0 8 0 8 0 2 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 3 25 0 2 9 1 1 0 0 3 4 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 25 0 1 9 3 8 0 0 3 4 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 5 25 0 1 9 3 3 0 0 3 5 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 6 25 0 1 9 3 4 0 0 3 1 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 7 25 0 1 9 3 4 0 0 3 7 2 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 8 24 7 2 9 2 4 0 0 0 0 19 4 1 00 1 67 1 00 1 00 1 00 1 00 0 70 9 0 3 0 3 0 3 0 3 0 3 0 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 55 0 28 3 0 55 1 20 0 28 0 61 4 1 20 1 10 0 61 0 56 5 1 10 1 15 0 56 0 59 6 1 15 1 05 0 59 0 54 7 1 05 1 06 0 54 0 38 8 0 75 0 38 LOAD COMBINATION 4 DL +CL +0 75SL +0 75WP PURLIN ANALYSIS 8/ 5/08 8 27am 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 45 0 00 0 00 0 00 0 56 Page 132 Of 446 HCI STEEL BUILDING SYSTEMS. 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STRENGTH /DEFLECTION 1 RS -0 45 2 RL -1 05 3 RL -2 03 4 LL 1 95 5 RL -1 93 6 LL 1 94 7 RL -1 84 8 LL 2 17 9 LS 0 06 UNBRACE LENGTHS 3 3 3 3 3 3 3 9 9 24 24 24 24 24 24 24 34 34 Job No Customer !Description 4050 Purlin Design Report (Surface 3) 8/ 5/08 8 27am 2 0 38 -1 05 -1 57 0 56 0 17 2 10 3 25 7 03 3 2 13 1 61 -2 03 -2 37 7 03 1 65 -5 58 11 84 5 88 10 01 4 2 28 1 95 -1 88 -2 21 10 01 6 04 -4 47 12 69 5 32 9 16 5 2 23 1 89 -1 93 -2 27 9 16 5 29 -4 69 12 41 5 64 9 57 6 2 28 1 94 -1 88 -2 22 9 57 5 61 -4 88 12 68 4 94 8 78 7 2 14 1 80 -1 84 -2 36 8 78 5 09 -3 90 11 87 5 55 11 59 8 2 69 2 17 -1 75 11 59 4 61 -8 49 14 94 0 01 9 0 06 0 00 0 01 0 00 0 33 0 00 Span Shear(k) Id Loc Calc Allow UC Loc 0 0 0 0 0 0 0 0 0 14 33 63 60 60 60 57 23 01 4050 Span Minor Id Major LS LL MS RL RS 1 2 5 2 5 2 5 2 5 2 5 2 5 2 10 8 8 0 8 0 8 0 8 0 2 9 3 25 0 2 9 1 1 0 0 3 4 1 9 4 25 0 1 9 3 8 0 0 3 4 1 9 5 25 0 1 9 3 3 0 0 3 5 1 9 6 25 0 1 9 3 4 0 0 3 1 1 9 7 25 0 1 9 3 4 0 0 3 7 2 9 8 24 7 2 9 2 4 0 0 0 0 19 4 9 0 3 0 3 0 3 0 3 0 3 0 3 Clallum Builders Exc Westport Shipyard Cabinet RS RL RL LL RL LL RL MS LS Moment(f -k) Calc Allow 0 56 3 25 5 88 6 04 5 64 5 61 5 55 -8 49 0 01 1 1 1 1 1 1 1 1 1 Mom +Shr UC Loc UC 8 41 0 07 RS 0 02 7 27 0 45 RS 0 23 8 41 0 70 RL 0 64 8 41 0 72 LL 0 66 8 41 0 67 RL 0 59 8 41 0 67 LL 0 58 8 41 0 66 RL 0 56 13 85 0 61 LS 0 27 13 85 0 00 LS 0 00 00 00 00 00 00 00 00 00 00 1 1 1 1 1 1 1 1 1 00 00 67 67 67 67 67 67 00 1 1 1 1 1 1 1 1 1 Cb modify Inc I Date 8/8/2008 Designed By JRS Checked By LS LL MS RL RS 00 00 00 00 00 00 00 00 00 1 1 1 1 1 1 1 1 1 00 67 67 67 67 67 67 00 00 1 1 1 1 1 1 1 1 1 00 00 00 00 00 00 00 00 00 Deflection(in) Calc Allow -0 0 0 0 0 0 -0 0 0 04 07 76 50 56 60 37 91 05 Available Reduction Factor Out In 1 1 1 1 1 1 1 1 1 00 00 00 00 00 00 00 00 00 0 0 0 0 0 0 0 0 0 Page 133 Of 446 70 70 70 70 70 70 70 70 70 r L HCI STEEL BUILDING SYSTEMS, INC. 4050 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 0 61 0 31 3 0 61 1 33 0 31 0 68 4 1 33 1 22 0 68 0 62 5 1 22 1 28 0 62 0 65 6 1 28 1 17 0 65 0 60 7 1 17 1 18 0 60 0 42 8 0 84 0 43 LOAD COMBINATION 5 0 6DL +WS PURLIN ANALYSIS STRENGTH /DEFLECTION Job No 4050 Customer Clallum Builders Exc Inc Description Westport Shipyard Cabinet modify Date 8/8/2008 Designed By JRS Checked By 8/ 5/08 8 27am 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 23 0 00 0 00 0 00 -0 29 2 -0 27 0 59 0 86 -0 29 0 05 2 63 -1 61 -3 69 3 -1 10 -0 84 1 05 1 22 -3 69 -0 90 2 86 11 87 -3 03 -5 16 4 -1 18 -1 00 0 97 1 15 -5 16 -3 11 2 32 12 68 -2 75 -4 74 5 -1 15 -0 98 1 00 1 17 -4 74 -2 74 2 42 12 41 -2 92 -4 95 6 -1 18 -1 01 0 97 1 14 -4 95 -2 90 2 53 12 69 -2 53 -4 51 7 -1 10 -0 92 0 96 1 22 -4 51 -2 61 1 99 11 82 -2 95 -6 08 8 -1 41 -1 14 1 01 -6 08 -2 41 4 58 14 40 -0 01 9 -0 03 0 00 -0 01 0 00 0 33 0 00 Span Shear(k) Moment(f -k) Mom +Shr Deflection(in) Page 134 Of 446 Span HCI STEEL BUILDING SYSTEMS. 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UNBRACE LENGTHS 1 2 5 2 5 2 10 8 0 0 3 25 0 0 0 4 25 0 0 0 5 25 0 0 0 6 25 0 0 0 7 25 0 0 0 8 24 7 0 0 9 0 3 0 0 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325) Job No Customer (Description 4050 4050 Purlin Design Report (Surface 3) Id Loc Calc Allow UC Loc 1 RS 0 23 3 24 0 07 RS 2 RL 0 59 3 24 0 18 RS 3 RL 1 05 3 24 0 32 MS 4 LL -1 00 3 24 0 31 MS 5 RL 1 00 3 24 0 31 MS 6 LL -1 01 3 24 0 31 MS 7 RL 0 96 3 24 0 30 RL 8 LL -1 14 9 34 0 12 MS 9 LS -0 03 9 34 0 00 LS Minor Id Major LS LL MS RL 0 0 2 5 0 0 1 7 1 7 0 0 0 0 15 7 0 0 0 0 14 1 0 0 0 0 14 4 0 0 0 0 14 8 0 0 0 0 13 1 0 0 0 0 19 5 19 5 0 0 0 0 0 0 Span Lap_Shear(k) Shear_Ratio Id Left Right Left Right 2 0 32 0 16 3 0 32 0 69 0 16 0 35 4 0 69 0 63 0 35 0 32 5 0 63 0 66 0 32 0 34 6 0 66 0 60 0 34 0 31 Clallum Builders Exc Westport Shipyard Cabinet 0 29 8 41 0 03 RS 0 01 0 02 1 84 8 41 0 22 RS 0 07 -0 03 2 86 5 89 0 49 RL 0 17 0 39 2 32 5 89 0 39 LL 0 17 0 26 2 42 5 89 0 41 RL 0 16 0 29 2 53 5 89 0 43 LL 0 16 0 31 2 95 8 41 0 35 RL 0 16 0 18 4 58 9 70 0 47 LS 0 07 0 50 0 01 13 85 0 00 LS 0 00 -0 03 RS 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 Calc Allow UC 1 1 1 1 1 1 1 1 1 00 00 00 00 00 00 00 00 00 1 1 1 1 1 1 1 1 1 00 00 67 67 67 67 67 67 00 1 1 1 1 1 1 1 1 1 Cb modify Inc Date 00 00 00 00 00 00 00 00 00 Loc UC LS LL MS RL RS 1 1 1 1 1 1 1 1 1 00 67 67 67 67 67 67 00 00 8/8/2008 Designed By JRS Checked By 1 1 1 1 1 1 1 1 1 00 00 00 00 00 00 00 00 00 8/ 5/08 8 27am 1 1 1 1 1 1 1 1 1 Calc Allow Available Reduction Factor Out In 00 00 00 00 00 00 00 00 00 0 0 0 0 0 0 0 0 0 Page 135 Of 446 70 70 70 70 70 70 70 70 70 r r L NCI STEEL BUILDING SYSTEMS, INC. 7 0 60 0 62 8 0 44 LOAD COMBINATION 6 PURLIN ANALYSIS Span Left Id Sup 1 0 00 2 0 31 3 2 15 4 1 52 5 1 37 6 1 43 7 1 33 8 1 68 9 0 04 STRENGTH /DEFLECTION Span Shear(k) Id Loc Calc Allow UC Loc 1 RS -0 43 3 24 0 13 2 RL -1 07 3 24 0 33 3 RL -1 88 3 24 0 58 4 LL 1 31 3 24 0 40 5 RL -1 23 3 24 0 38 6 LL 1 22 3 24 0 38 7 RL -1 16 3 24 0 36 8 LL 1 36 9 34 0 15 9 LS 0 04 9 34 0 00 UNBRACE LENGTHS Job No Customer Description 0 31 0 22 0 22 DL +CL +SL /2 +AUX3 Shear(k) Left Right Right Lap Lap Sup -1 07 1 65 -1 88 1 31 -1 08 1 16 -1 23 1 22 -1 17 1 12 -1 16 1 36 4050 Clallum Builders Exc Inc Westport Shipyard Cabinet 4050 Purlin Design Report (Surface 3) -0 43 0 00 1 57 0 54 -2 20 7 37 1 29 8 03 1 44 5 25 1 38 6 11 -1 48 5 45 1 09 7 26 0 00 0 01 RS RL MS LL RL LL RL MS LS Left Left Sup Lap modify Date Designed By Checked By 8/8/2008 JRS 8/ 5/08 8 27am Moment (f -k) MidSpan Right Right Mom Loc Lap Sup 0 00 0 00 0 54 0 26 1 80 3 57 7 37 1 91 -5 89 12 35 4 21 8 03 5 39 -2 20 13 49 3 02 5 25 2 88 -3 11 12 19 3 61 6 11 3 62 -3 01 12 73 3 06 5 45 3 15 -2 45 11 86 3 48 7 26 2 89 -5 31 14 95 0 01 0 00 0 33 0 00 Moment(f -k) Mom +Shr Deflection(in) Calc Allow UC Loc UC Calc Allow 0 54 8 41 0 06 RS 0 02 -0 05 3 57 7 27 0 49 RS 0 25 0 08 -5 89 8 41 0 70 RL 0 38 -0 86 5 39 8 41 0 64 LL 0 47 -0 16 3 61 8 41 0 43 RL 0 24 -0 39 3 62 8 41 0 43 LL 0 24 -0 37 3 48 8 41 0 41 RL 0 22 -0 23 -5 31 13 85 0 38 LS 0 11 -0 57 0 01 13 85 0 00 LS 0 00 0 03 Page 136 Of 446 r r HCI STEEL BUILDING SYSTEMS, INC. 4050 Purlin Design Report (Surface 3) Span Minor Id Major LS LL MS RL RS 1 2 5 2 5 2 5 0 0 2 5 2 5 2 10 8 8 0 8 0 8 0 8 0 2 9 3 25 0 2 9 1 2 0 0 2 5 1 9 4 25 0 1 9 5 4 0 0 3 4 1 9 5 25 0 1 9 2 9 0 0 3 5 1 9 6 25 0 1 9 3 5 0 0 3 1 1 9 7 25 0 1 9 3 4 0 0 3 7 2 9 8 24 7 2 9 2 4 0 0 0 0 19 4 9 0 3 0 3 0 3 0 3 0 3 0 3 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325) 2 0 64 0 33 3 0 64 1 07 0 33 0 55 4 1 07 0 70 0 55 0 36 5 0 70 0 81 0 36 0 42 6 0 81 0 73 0 42 0 37 7 0 73 0 74 0 37 0 27 8 0 52 0 27 Span Lap_Shear(k) Shear_Ratio Id Left Right Left Right Job No 1 4050 Customer) Clallum Builders Exc Inc IDescriptionl Westport Shipyard Cabinet LOAD COMBINATION 7 DL +CL +SL /2 +AUX4 PURLIN ANALYSIS modify Date Cb LS LL MS RL RS 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 67 1 00 1 00 1 67 1 00 1 67 1 00 1 00 1 67 1 00 1 67 1 00 1 00 1 67 1 00 1 67 1 00 1 00 1 67 1 00 1 67 1 00 1 00 1 67 1 00 1 67 1 00 1 00 1 67 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 I Designed Byl JRS Checked By 8/ 5/08 8 27am Available Reduction Factor Out In 1 1 1 1 1 1 1 1 1 1 8/8/2008 00 00 00 00 00 00 00 00 00 0 0 0 0 0 0 0 0 0 Shear(k) Moment(f -k) Span Left Left Right Right Left Left MidSpan Right Right Page 137 Of 446 70 70 70 70 70 70 70 70 70 r r Job No Customer L IDescription HCI STEEL BUILDING SYSTEMS, INC. 4050 Purlin Design Report (Surface 3) 8/ 5/08 8 27am Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0 00 -0 28 0 00 0 00 0 00 0 35 2 0 05 -0 84 -1 17 0 35 0 34 0 47 3 49 6 37 3 2 02 1 52 -2 00 -2 33 6 37 1 28 -5 38 11 62 6 13 10 18 4 2 29 1 97 -1 73 -2 06 10 18 6 19 -4 91 13 18 3 70 7 25 5 1 47 1 26 -1 13 -1 34 7 25 4 69 -2 40 13 09 3 26 5 58 6 1 41 1 19 -1 20 -1 41 5 58 3 14 -3 20 12 49 3 16 5 60 7 1 34 1 13 -1 15 -1 47 5 60 3 28 -2 40 11 92 3 45 7 22 8 1 68 1 36 -1 10 7 22 2 85 -5 32 14 93 0 01 9 0 04 0 00 0 01 0 00 0 33 0 00 STRENGTH /DEFLECTION Span Shear(k) Id Loc Calc Allow UC Loc 1 RS 2 RL 3 RL 4 LL 5 LL 6 RL 7 RL 8 LL 9 LS UNBRACE LENGTHS -0 28 3 24 0 09 RS -0 84 3 24 0 26 RL -2 00 3 24 0 62 RL 1 97 3 24 0 61 LL 1 26 3 24 0 39 LL -1 20 3 24 0 37 MS -1 15 3 24 0 35 RL 1 36 9 34 0 15 MS 0 04 9 34 0 00 LS Span Minor Id Major LS LL MS RL RS 4050 Clallum Builders Exc Inc Westport Shipyard Cabinet Moment (f -k) Calc Allow UC Loc UC 0 35 8 41 0 04 RS 0 01 3 49 7 27 0 48 RL 0 20 6 13 8 41 0 73 RL 0 68 6 19 8 41 0 74 LL 0 69 4 69 8 41 0 56 LL 0 37 -3 20 8 41 0 38 RL 0 19 3 45 8 41 0 41 RL 0 22 -5 32 13 85 0 38 LS 0 10 0 01 13 85 0 00 LS 0 00 Cb modify LS LL MS RL RS 1 2 5 2 5 2 5 2 5 2 5 2 5 1 00 1 00 1 00 1 00 1 00 2 10 8 8 0 8 0 8 0 8 0 2 9 1 00 1 00 1 00 1 67 1 00 3 25 0 2 9 0 9 0 0 3 6 1 9 1 00 1 67 1 00 1 67 1 00 4 25 0 1 9 3 8 0 0 2 4 1 9 1 00 1 67 1 00 1 67 1 00 5 25 0 1 9 4 7 0 0 3 5 1 9 1 00 1 67 1 00 1 67 1 00 6 25 0 1 9 3 1 0 0 3 1 1 9 1 00 1 67 1 00 1 67 1 00 7 25 0 1 9 3 5 0 0 3 7 2 9 1 00 1 67 1 00 1 67 1 00 Date 8/8/2008 Designed By JRS Checked By Mom +Shr Deflection(in) Calc Allow -0 05 0 09 -0 72 -0 62 -0 22 -0 41 -0 22 -0 57 0 03 Available Reduction Factor Out In 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 Page 138 Of 446 r 1.7riii I Job No 1 4050 I modify I Customer I Clallum Builders Exc Inc I Date 8/8/2008 I Description 1 Westport Shipyard Cabinet I Designed ByI JRS HCI STEEL BUILDING SYSTEMS. 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Checked By 4050 Purlin Design Report (Surface 3) 8 24 7 2 9 2 3 0 0 0 0 19 5 1 00 1 67 1 00 1 00 1 00 1 00 0 70 9 0 3 0 3 0 3 0 3 0 3 0 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 55 0 28 3 0 55 1 36 0 28 0 69 4 1 36 0 97 0 69 0 49 5 0 97 0 74 0 49 0 38 6 0 74 0 75 0 38 0 38 7 0 75 0 74 0 38 0 26 8 0 52 0 27 LOAD COMBINATION 8 DL +CL +SL /2 +AUX5 PURLIN ANALYSIS 8/ 5/08 8 27am 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 28 0 00 0 00 0 00 0 35 2 0 29 -0 61 -0 93 0 35 -0 01 2 53 1 64 3 86 3 1 25 0 93 -1 35 -1 56 3 86 0 74 -3 08 11 11 5 05 7 78 4 2 09 1 77 -1 93 -2 25 7 78 4 16 -4 83 12 04 5 86 9 78 5 2 27 1 94 -1 76 -2 08 9 78 5 83 -4 99 13 03 3 88 7 47 6 1 50 1 29 -1 10 -1 31 7 47 4 86 -2 55 13 35 2 83 5 09 7 1 31 1 10 -1 17 -1 50 5 09 2 82 -2 60 11 69 3 53 7 37 8 1 69 1 36 -1 09 7 37 2 99 -5 26 14 99 0 01 9 0 04 0 00 0 01 0 00 0 33 0 00 Page 139 Of 446 F HCI STEEL BUILDING SYSTEMS. INC. 4050 Purlin Design Report (Surface 3) STRENGTH /DEFLECTION Span Id 1 2 3 4 5 6 7 8 9 UNBRACE LENGTHS Job No 1 4050 l modify Customer I Clallum Builders Exc Inc I Date 8/8/2008 Description Westport Shipyard Cabinet I Designed By JRS Checked Byl Shear(k) Moment(f -k) Loc Calc Allow UC Loc Calc Allow UC Loc UC RS -0 28 3 24 0 09 RS RL -0 61 3 24 0 19 RS RL -1 35 3 24 0 42 RL RL -1 93 3 24 0 60 RL LL 1 94 3 24 0 60 LL LL 1 29 3 24 0 40 LL RL -1 17 3 24 0 36 RL LL 1 36 9 34 0 15 MS LS 0 04 9 34 0 00 LS Span Minor Id Major LS LL MS RL RS 1 2 5 2 5 2 5 0 0 2 5 2 5 1 00 1 00 1 00 1 00 1 00 2 10 8 2 1 0 0 0 0 5 0 2 9 1 00 1 00 1 00 1 67 1 00 3 25 0 2 9 0 8 0 0 4 6 1 9 1 00 1 67 1 00 1 67 1 00 4 25 0 1 9 2 7 0 0 3 6 1 9 1 00 1 67 1 00 1 67 1 00 5 25 0 1 9 3 6 0 0 2 5 1 9 1 00 1 67 1 00 1 67 1 00 6 25 0 1 9 4 7 0 0 3 0 1 9 1 00 1 67 1 00 1 67 1 00 7 25 0 1 9 3 0 0 0 3 6 2 9 1 00 1 67 1 00 1 67 1 00 8 24 7 2 9 2 4 0 0 0 0 19 4 1 00 1 67 1 00 1 00 1 00 9 0 3 0 3 0 3 0 0 0 3 0 3 1 00 1 00 1 00 1 00 1 00 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325) Span Lap_Shear(k) Shear_Ratio Id Left Right Left Right 2 0 34 3 0 34 1 04 0 17 0 17 0 53 0 35 8 41 0 04 RS 0 01 1 93 8 41 0 23 RS 0 07 5 05 8 41 0 60 RL 0 43 5 86 8 41 0 70 RL 0 62 5 83 8 41 0 69 LL 0 62 4 86 8 41 0 58 LL 0 40 3 53 8 41 0 42 RL 0 23 -5 26 13 85 0 38 LS 0 11 0 01 13 85 0 00 LS 0 00 Cb LS LL MS RL RS 8/ 5/08 8 27am Mom +Shr Deflection(in) Calc Allow -0 02 0 03 0 36 0 60 0 64 0 25 0 26 -0 56 0 03 Available Reduction Factor Out In 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 Page 140 Of 446 r r V HCI STEEL BUILDING SYSTEMS. INC. 4050 Purlin Design Report (Surface 3) 4 1 04 1 30 0 53 0 67 5 1 30 1 00 0 67 0 51 6 1 00 0 68 0 51 0 35 7 0 68 0 75 0 35 0 27 8 0 53 0 27 LOAD COMBINATION 9 PURLIN ANALYSIS Span Left Id Sup 1 0 00 2 0 22 3 1 35 4 1 35 5 2 06 6 2 30 7 1 41 8 1 66 9 0 04 STRENGTH /DEFLECTION Customer !Description Shear(k) Left Right Right Lap Lap Sup -0 67 1 03 -1 25 1 14 -1 25 1 74 -1 96 1 97 -1 73 1 20 -1 08 1 34 Job No DL +CL +SL /2 +AUX6 Span Shear(k) Id Loc Calc Allow UC Loc 1 RS -0 28 3 24 0 09 2 RL -0 67 3 24 0 21 3 RL -1 25 3 24 0 39 4 RL -1 25 3 24 0 39 5 RL -1 96 3 24 0 61 6 LL 1 97 3 24 0 61 7 LL 1 20 3 24 0 37 8 LL 1 34 9 34 0 14 4050 Clallum Builders Exc Inc Westport Shipyard Cabinet 0 28 0 00 1 00 0 35 1 46 4 54 1 46 5 85 2 29 7 22 2 05 10 04 1 40 6 99 -1 11 6 80 0 00 0 01 RS RL MS RL RL LL LL MS Left Left Sup Lap modify Date Designed By Checked By 8/8/2008 JRS 8/ 5/08 8 27am Moment (f -k) MidSpan Right Right Mom Loc Lap Sup 0 00 0 00 0 35 0 13 1 98 2 14 4 54 1 11 -3 61 12 03 3 31 5 85 3 51 -2 27 12 01 4 68 7 22 3 66 -5 00 11 85 6 06 10 04 6 04 -5 12 13 20 3 45 6 99 4 53 -1 90 12 57 3 24 6 80 2 48 -5 49 14 78 0 01 0 00 0 33 0 00 Moment(f -k) Mom +Shr Deflection(in) Calc Allow UC Loc UC Calc Allow 0 35 8 41 0 04 RS 0 01 -0 03 2 14 7 27 0 29 RS 0 10 0 05 3 61 8 41 0 43 RL 0 21 -0 50 4 68 8 41 0 56 RL 0 37 -0 19 6 06 8 41 0 72 RL 0 66 -0 64 6 04 8 41 0 72 LL 0 66 -0 67 4 53 8 41 0 54 LL 0 34 -0 11 5 49 13 85 0 40 LS 0 09 -0 61 Page 141 Of 446 Designed By JRS HCI STEEL BUILDING SYSTEMS, INC. Checked By 4050 Purlin Design Report (Surface 3) 8/ 5/08 8 27am Span Id Job No 4050 modify i Customer Clallum Builders Exc Inc Date 8/8/2008 1 Description 1 Westport Shipyard Cabinet 9 0 04 9 34 0 00 LS 0 01 13 85 0 00 LS 0 00 0 03 i UNBRACE LENGTHS Minor Cb Major LS LL MS RL RS LS LL MS RL RS 1 2 5 2 5 2 5 0 0 2 5 2 5 1 00 1 00 1 00 1 00 1 00 2 10 8 8 0 8 0 8 0 8 0 2 9 1 00 1 00 1 00 1 67 1 00 3 25 0 2 9 1 1 0 0 3 1 1 9 1 00 1 67 1 00 1 67 1 00 4 25 0 1 9 3 8 0 0 4 8 1 9 1 00 1 67 1 00 1 67 1 00 5 25 0 1 9 2 4 0 0 3 7 1 9 1 00 1 67 1 00 1 67 1 00 6 25 0 1 9 3 7 0 0 2 3 1 9 1 00 1 67 1 00 1 67 1 00 7 25 0 1 9 4 9 0 0 3 8 2 9 1 00 1 67 1 00 1 67 1 00 8 24 7 2 9 2 0 0 0 0 0 19 8 1 00 1 67 1 00 1 00 1 00 9 0 3 0 3 0 3 0 0 0 3 0 3 1 00 1 00 1 00 1 00 1 00 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325) Span Lap_Shear(k) Shear_Ratio Id Left Right Left Right 2 0 39 3 0 39 0 78 4 0 78 0 96 5 0 96 1 34 6 1 34 0 93 7 0 93 0 69 8 0 49 LOAD COMBINATION #10 DL +CL +SL /2 +AUX7 PURLIN ANALYSIS 0 20 0 20 0 40 0 40 0 49 0 49 0 68 0 68 0 48 0 48 0 25 0 25 Available Reduction Factor Out In 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 Page 142 Of 446 HCI STEEL BUILDING SYSTEMS, INC. 4050 Purlin Design Report (Surface 3) Span Left Id Sup 1 0 00 2 0 24 3 1 33 4 1 45 5 1 32 6 2 09 7 2 20 8 1 75 9 0 04 STRENGTH /DEFLECTION Span Id Loc 1 RS 2 RL 3 RL 4 LL 5 RL 6 RL 7 LL 8 LL 9 LS UNBRACE LENGTHS Span Shear(k) Job No 4050 modify Customer Clallum Builders Exc Inc Date 8/8/2008 Description! Westport Shipyard Cabinet Designed By JRS Checked By Shear(k) Left Right Right Lap Lap Sup -0 28 -0 66 -0 98 1 00 -1 28 -1 49 1 24 -1 15 -1 36 1 11 -1 28 -1 49 1 77 -1 93 -2 26 1 87 -1 65 -2 15 1 43 -1 03 0 00 Calc Allow UC Loc 0 28 3 24 0 09 RS 0 66 3 24 0 20 RL 1 28 3 24 0 39 RL 1 24 3 24 0 38 LL 1 28 3 24 0 40 RL 1 93 3 24 0 60 RL 1 87 3 24 0 58 LL 1 43 9 34 0 15 LS 0 04 9 34 0 00 LS Minor Id Major LS LL MS RL RS Left Left Sup Lap Moment (f -k) Calc Allow UC Loc UC 0 35 8 41 0 04 RS 0 01 2 01 7 27 0 28 RS 0 09 3 78 8 41 0 45 RL 0 26 3 85 8 41 0 46 LL 0 27 4 88 8 41 0 58 RL 0 40 5 58 8 41 0 66 RL 0 58 5 68 8 41 0 68 LL 0 59 5 23 13 85 0 38 LS 0 15 0 01 13 85 0 00 LS 0 00 Moment (f -k) MidSpan Right Right Mom Loc Lap Sup 0 00 0 00 0 00 0 35 0 35 0 10 2 13 2 01 4 36 4 36 1 01 -3 46 11 78 3 78 6 37 6 37 3 85 -2 95 12 87 2 97 5 33 5 33 3 05 -2 42 11 73 4 88 7 48 7 48 3 86 -5 12 12 04 5 58 9 50 9 50 5 68 -4 38 12 63 3 46 8 92 8 92 4 36 -4 67 15 55 0 01 0 01 0 00 0 33 0 00 Cb LS LL MS RL RS 1 2 5 2 5 2 5 2 5 2 5 2 5 1 00 1 00 1 00 1 00 1 00 2 10 8 8 0 8 0 8 0 8 0 2 9 1 00 1 00 1 00 1 67 1 00 3 25 0 2 9 1 1 0 0 3 5 1 9 1 00 1 67 1 00 1 67 1 00 4 25 0 1 9 3 8 0 0 3 0 1 9 1 00 1 67 1 00 1 67 1 00 8/ 5/08 8 27am Mom +Shr Deflection(in) Calc Allow 0 03 0 04 -0 46 -0 35 0 22 0 67 0 51 -0 44 0 02 Available Reduction Factor Out In 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 Page 143 Of 446 r r HCI STEEL BUILDING SYSTEMS, INC. 4050 Purlin Design Report (Surface 3) 5 25 0 1 9 3 3 0 0 4 8 1 9 6 25 0 1 9 2 5 0 0 3 4 1 9 7 25 0 1 9 3 7 0 0 2 4 2 9 8 24 7 2 9 3 6 0 0 0 0 18 2 9 0 3 0 3 0 3 0 3 0 3 0 3 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325) Span Lap_Shear(k) Shear Ratio Id Left Right Left Right 2 0 38 0 19 3 0 38 0 85 0 19 0 43 4 0 85 0 71 0 43 0 36 5 0 71 1 00 0 36 0 51 6 1 00 1 27 0 51 0 65 7 1 27 0 91 0 65 0 33 8 0 64 0 33 LOAD COMBINATION #11 DL +CL +SL /2 +AUX8 PURLIN ANALYSIS Job No 4050 Customer Clallum Builders Exc Inc Description Westport Shipyard Cabinet Shear(k) Span Left Left Right Right Left Left Id Sup Lap Lap Sup Sup Lap modify Date Designed By Checked By 1 00 1 67 1 00 1 67 1 00 1 00 1 67 1 00 1 67 1 00 1 00 1 67 1 00 1 67 1 00 1 00 1 67 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 8/8/2008 JRS 8/ 5/08 8 27am 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 Moment (f -k) MidSpan Right Right Mom Loc Lap Sup 1 0 00 -0 28 0 00 0 00 0 00 0 35 2 0 24 -0 66 -0 98 0 35 0 11 2 09 2 04 4 40 3 1 33 1 01 -1 27 -1 48 4 40 1 04 -3 50 11 85 3 65 6 23 4 1 42 1 21 -1 18 -1 39 6 23 3 76 -2 76 12 64 3 42 5 83 5 1 41 1 20 -1 19 -1 40 5 83 3 37 -3 07 12 58 3 19 5 61 6 1 36 1 14 -1 25 -1 46 5 61 3 27 -2 56 12 05 4 34 6 87 7 1 98 1 66 -1 87 -2 37 6 87 3 46 -4 41 11 39 5 61 11 70 8 2 62 2 12 -1 67 11 70 4 89 -8 02 15 06 0 01 Page 144 Of 446 f 1 r Ili HCI STEEL BUILDING SYSTEMS. INC. 9 0 06 STRENGTH /DEFLECTION 1 RS -0 28 2 RL -0 66 3 RL -1 27 4 LL 1 21 5 LL 1 20 6 RL 1 25 7 RL -1 87 8 LL 2 12 9 LS 0 06 UNBRACE LENGTHS 3 3 3 3 3 3 3 9 9 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325) Job No (Description Customer 24 24 24 24 24 24 24 34 34 0 09 0 20 0 39 0 37 0 37 0 38 0 58 0 23 0 01 0 00 4050 Span Shear(k) Id Loc Calc Allow UC Loc Span Minor Id Major LS LL MS RL RS 1 2 5 2 5 2 5 2 5 2 5 2 5 2 10 8 8 0 8 0 8 0 8 0 2 9 3 25 0 2 9 1 1 0 0 3 4 1 9 4 25 0 1 9 3 8 0 0 3 5 1 9 5 25 0 1 9 3 3 0 0 3 2 1 9 6 25 0 1 9 3 4 0 0 4 3 1 9 7 25 0 1 9 2 4 0 0 3 6 2 9 8 24 7 2 9 2 6 0 0 0 0 19 2 9 0 3 0 3 0 3 0 3 0 3 0 3 Span Lap_Shear(k) Shear_Ratio Id Left Right Left Right Clallum Builders Exc Westport Shipyard Cabinet 4050 Purlin Design Report (Surface 3) RS RL RL LL LL RL RL MS LS 0 01 0 00 Moment (f -k) Calc Allow 0 35 2 04 3 65 3 76 3 37 4 34 5 61 -8 02 0 01 1 1 1 1 1 1 1 1 1 8 41 7 27 8 41 8 41 8 41 8 41 8 41 13 85 13 85 LS LL MS RL RS 00 00 00 00 00 00 00 00 00 1 1 1 1 1 1 1 1 1 00 00 67 67 67 67 67 67 00 Mom +Shr UC Loc UC 1 1 1 1 1 1 1 1 1 0 04 RS 0 01 0 28 RS 0 09 0 43 RL 0 25 0 45 LL 0 25 0 40 LL 0 21 0 52 RL 0 32 0 67 RL 0 57 0 58 LS 0 27 0 00 LS 0 00 Cb Inc 00 00 00 00 00 00 00 00 00 1 1 1 1 1 1 1 1 1 00 67 67 67 67 67 67 00 00 modify Date Designed By Checked By 0 33 1 1 1 1 1 1 1 1 1 00 00 00 00 00 00 00 00 00 0 03 0 04 0 48 0 31 0 38 0 26 -0 49 0 84 0 04 1 1 1 1 1 1 1 1 1 00 00 00 00 00 00 00 00 00 8/8/2008 JRS 8/ 5/08 8 27am Deflection(in) Calc Allow Available Reduction Factor Out In 0 0 0 0 0 0 0 0 0 Page 145 Of 446 0 00 70 70 70 70 70 70 70 70 70 r Ill HCI STEEL BUILDING SYSTEMS. INC. 4050 Purlin Design Report (Surface 3) 2 0 38 0 20 3 0 38 0 83 0 20 0 42 4 0 83 0 78 0 42 0 40 5 0 78 0 75 0 40 0 38 6 0 75 0 92 0 38 0 47 7 0 92 1 19 0 47 0 43 8 0 84 0 43 LOAD COMBINATION #12 DL +CL +SL /2 +AUX1 PURLIN ANALYSIS STRENGTH /DEFLECTION Job No Customer Description 4050 modify Clallum Builders Exc Inc I Date 1 8/8/2008 Westport Shipyard Cabinet Designed Byl JRS Checked By 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 43 0 00 0 00 0 00 0 54 2 0 56 -0 82 -1 32 0 54 -0 36 3 23 1 58 4 66 3 1 35 1 02 -1 26 -1 47 4 66 1 26 -3 38 11 96 3 63 6 19 4 1 42 1 21 -1 18 -1 39 6 19 3 71 -2 82 12 66 3 34 5 75 5 1 40 1 19 -1 20 -1 42 5 75 3 33 -2 93 12 42 3 52 5 98 6 1 43 1 21 -1 18 -1 39 5 98 3 50 -3 06 12 67 3 09 5 49 7 1 34 1 12 -1 15 -1 48 5 49 3 18 -2 44 11 87 3 47 7 25 8 1 68 1 36 -1 09 7 25 2 88 -5 31 14 94 0 01 9 0 04 0 00 0 01 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 43 3 24 0 13 RS 0 54 8 41 0 06 RS 0 02 -0 01 2 RL -0 82 3 24 0 25 RS 2 33 8 41 0 28 RS 0 12 0 02 3 RL -1 26 3 24 0 39 RL 3 63 8 41 0 43 RL 0 25 -0 45 4 LL 1 21 3 24 0 37 LL 3 71 8 41 0 44 LL 0 25 -0 32 5 RL -1 20 3 24 0 37 RL 3 52 8 41 0 42 RL 0 23 -0 35 8/ 5/08 8 27am Page 146 Of 446 I r HCI STEEL BUILDING SYSTEMS, INC. UNBRACE LENGTHS 4050 Purlin Design Report (Surface 3) 6 LL 1 21 3 24 0 38 LL 7 RL -1 15 3 24 0 36 RL 8 LL 1 36 9 34 0 15 MS 9 LS 0 04 9 34 0 00 LS Span Minor Cb Id Major LS LL MS RL RS LS LL MS RL RS 1 2 5 2 5 2 5 2 5 2 5 2 5 2 10 8 1 2 0 0 0 0 2 7 2 9 3 25 0 2 9 1 3 0 0 3 4 1 9 4 25 0 1 9 3 7 0 0 3 4 1 9 5 25 0 1 9 3 3 0 0 3 5 1 9 6 25 0 1 9 3 4 0 0 3 1 1 9 7 25 0 1 9 3 4 0 0 3 7 2 9 8 24 7 2 9 2 4 0 0 0 0 19 4 9 0 3 0 3 0 3 0 3 0 3 0 3 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325) Job No 4050 Customer Clallum Builders Exc Inc (Description Span Lap_Shear(k) Shear_Ratio Id Left Right Left Right 2 0 41 0 21 3 0 41 0 82 0 21 0 42 4 0 82 0 77 0 42 0 39 5 0 77 0 80 0 39 0 41 6 0 80 0 73 0 41 0 37 7 0 73 0 74 0 37 0 27 8 0 52 0 27 LOAD COMBINATION #13 DL +CL +SL /2 +AUX2 Westport Shipyard Cabinet 3 50 8 41 0 42 3 47 8 41 0 41 -5 31 13 85 0 38 0 01 13 85 0 00 1 1 1 1 1 1 1 1 1 00 00 00 00 00 00 00 00 00 1 1 1 1 1 1 1 1 1 00 00 67 67 67 67 67 67 00 1 1 1 1 1 1 1 1 1 00 00 00 00 00 00 00 00 00 LL RL LS LS 1 1 1 1 1 1 1 1 1 00 67 67 67 67 67 67 00 00 modify Date 8/8/2008 Designed By JRS Checked By 0 23 -0 38 0 22 -0 23 0 11 -0 57 0 00 0 03 1 1 1 1 1 1 1 1 1 00 00 00 00 00 00 00 00 00 8/ 5/08 8 27am Available Reduction Factor Out In 1 1 1 1 1 1 1 1 1 00 00 00 00 00 00 00 00 00 0 0 0 0 0 0 0 0 0 Page 147 Of 446 70 70 70 70 70 70 70 70 70 HCI STEEL BUILDING SYSTEMS, INC. PURLIN ANALYSIS Span Left Id Sup 1 0 00 2 0 24 3 1 33 4 1 43 5 1 39 6 1 46 7 1 23 8 2 53 9 0 06 STRENGTH /DEFLECTION Span Id 1 2 3 4 5 6 7 8 9 RS RL RL LL RL LL RL LL LS UNBRACE LENGTHS Span Id Major Job No 4050 Customer) Clallum Builders Exc Inc Description) Westport Shipyard Cabinet 4050 Purlin Design Report (Surface 3) Shear(k) Left Right Right Lap Lap Sup -0 28 -0 66 -0 98 1 01 -1 27 -1 48 1 22 -1 17 -1 38 1 18 -1 21 -1 42 1 24 -1 15 -1 36 1 02 -1 26 -1 59 2 03 -1 76 0 00 Shear(k) Loc Calc Allow UC Loc -0 28 3 24 0 09 RS 0 66 3 24 0 20 RL 1 27 3 24 0 39 RL 1 22 3 24 0 38 LL -1 21 3 24 0 37 RL 1 24 3 24 0 38 LL 1 26 3 24 0 39 RL 2 03 9 34 0 22 MS 0 06 9 34 0 01 LS Left Left Sup Lap Moment (f -k) 0 35 8 41 0 04 RS 0 01 2 03 7 27 0 28 RS 0 09 3 69 8 41 0 44 RL 0 25 3 79 8 41 0 45 LL 0 26 3 67 8 41 0 44 RL 0 24 3 61 8 41 0 43 LL 0 24 5 31 8 41 0 63 RL 0 46 -8 94 13 85 0 65 LS 0 18 0 01 13 85 0 00 LS 0 00 modify Date Designed By Checked By 8/8/2008 JRS 8/ 5/08 8 27am Moment (f -k) MidSpan Right Right Mom Loc Lap Sup 0 00 0 00 0 00 0 35 0 35 0 10 2 10 2 03 4 39 4 39 1 03 -3 48 11 83 3 69 6 27 6 27 3 79 -2 81 12 71 3 29 5 69 5 69 3 28 -2 88 12 34 3 67 6 14 6 14 3 61 -3 27 12 94 2 57 4 91 4 91 2 81 -1 77 10 90 5 31 9 41 9 41 2 86 -8 94 14 52 0 01 0 01 0 00 0 33 0 00 Mom +Shr Deflection(in) Calc Allow UC Loc UC Calc Allow 0 03 0 04 0 47 0 32 0 33 0 43 -0 05 1 03 0 05 Available Reduction Minor Cb Factor LS LL MS RL RS LS LL MS RL RS Out In 1 2 5 2 5 2 5 2 5 2 5 2 5 1 00 1 00 1 00 1 00 1 00 1 00 0 70 Page 148 Of 446 r r L 1 HCI STEEL BUILDING SYSTEMS, INC. LAP BOLT SHEAR /BEARING Bolt 0 500 (A325) PURLIN ANALYSIS Span Left Id Sup 1 0 00 2 0 04 3 2 04 4 2 21 5 2 15 Shear(k) Left Right Lap Lap 1 54 1 88 1 83 Job No Customer Description Westport Shipyard Cabinet 0 85 1 97 1 81 1 86 4050 Purlin Design Report (Surface 3) 2 10 8 8 0 8 0 8 0 8 0 2 9 3 25 0 2 9 1 1 0 0 3 4 1 9 4 25 0 1 9 3 8 0 0 3 3 1 9 5 25 0 1 9 3 3 0 0 3 6 1 9 6 25 0 1 9 3 4 0 0 2 6 1 9 7 25 0 1 9 3 4 0 0 5 6 2 9 8 24 7 2 9 1 5 0 0 0 0 20 3 9 0 3 0 3 0 3 0 3 0 3 0 3 Span Lap_Shear(k) Shear_Ratio Id Left Right Left Right 2 0 38 0 20 3 0 38 0 84 0 20 0 43 4 0 84 0 76 0 43 0 39 5 0 76 0 82 0 39 0 42 6 0 82 0 66 0 42 0 33 7 0 66 0 96 0 33 0 34 8 0 68 0 35 LOAD COMBINATION #14 DL +CL +SL -1 OAUX1 4050 modify Clallum Builders Exc Inc Date Designed Byl Checked Byl Right Left Sup Sup 0 28 0 00 -1 18 0 35 2 30 6 51 2 13 9 73 2 19 8 82 1 00 1 1 00 1 1 00 1 1 00 1 1 00 1 1 00 1 1 00 1 1 00 1 Left Lap 00 67 67 67 67 67 67 00 1 1 1 1 1 1 1 1 00 00 00 00 00 00 00 00 1 67 1 00 1 67 1 00 1 67 1 00 1 67 1 00 1 67 1 00 1 67 1 00 1 00 1 00 1 00 1 00 8/8/2008 JRS 8/ 5/08 8 27am 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 0 0 0 0 0 0 0 0 70 70 70 70 70 70 70 70 Moment (f -k) MidSpan Right Right Mom Loc Lap Sup 0 00 0 00 0 35 0 34 0 34 3 59 6 51 1 36 -5 49 11 76 5 72 9 73 5 90 -4 29 12 71 5 12 8 82 5 09 -4 53 12 40 5 44 9 24 Page 149 Of 446 HCI STEEL BUILDING SYSTEMS. INC. 4050 Purlin Design Report (Surface 3) 6 2 20 7 2 06 8 2 59 9 0 06 STRENGTH /DEFLECTION Span Id 1 2 3 4 5 6 7 8 9 RS RL RL LL RL LL RL LL LS UNBRACE LENGTHS LAP BOLT SHEAR /BEARING Bolt 0 500 (A325) Job No 4050 modify Customer Clallum Builders Exc Inc Date Description Westport Shipyard Cabinet Designed Byl JRS Checked By 1 87 -1 81 -2 14 1 74 -1 78 -2 28 2 09 -1 69 0 00 Shear(k) Loc Calc Allow UC Loc 0 28 3 24 0 09 RS 0 85 3 24 0 26 RL 1 97 3 24 0 61 RL 1 88 3 24 0 58 LL 1 86 3 24 0 57 RL 1 87 3 24 0 58 LL -1 78 3 24 0 55 RL 2 09 9 34 0 22 MS 0 06 9 34 0 01 LS Span Minor Id Major LS LL MS RL RS 9 24 8 46 11 19 0 01 Moment (f -k) 5 42 -4 71 12 68 4 91 -3 77 11 87 4 45 -8 19 14 94 0 00 0 33 Calc Allow UC Loc UC 0 35 8 41 0 04 RS 0 01 3 59 7 27 0 49 RL 0 21 5 72 8 41 0 68 RL 0 61 5 90 8 41 0 70 LL 0 62 5 44 8 41 0 65 RL 0 55 5 42 8 41 0 64 LL 0 55 5 35 8 41 0 64 RL 0 52 -8 19 13 85 0 59 LS 0 25 0 01 13 85 0 00 LS 0 00 Cb LS LL MS RL RS 1 2 5 2 5 2 5 2 5 2 5 2 5 1 00 1 00 1 00 1 00 1 00 2 10 8 8 0 8 0 8 0 8 0 2 9 1 00 1 00 1 00 1 67 1 00 3 25 0 2 9 0 9 0 0 3 4 1 9 1 00 1 67 1 00 1 67 1 00 4 25 0 1 9 3 8 0 0 3 4 1 9 1 00 1 67 1 00 1 67 1 00 5 25 0 1 9 3 3 0 0 3 5 1 9 1 00 1 67 1 00 1 67 1 00 6 25 0 1 9 3 4 0 0 3 1 1 9 1 00 1 67 1 00 1 67 1 00 7 25 0 1 9 3 4 0 0 3 7 2 9 1 00 1 67 1 00 1 67 1 00 8 24 7 2 9 2 4 0 0 0 0 19 4 1 00 1 67 1 00 1 00 1 00 9 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 06 0 09 0 75 0 48 0 54 0 58 -0 36 -0 88 0 04 8/8/2008 8/ 5/08 8 27am 4 76 8 46 5 35 11 19 0 01 0 00 Mom +Shr Deflection(in) Calc Allow Available Reduction Factor Out In 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 Page 150 Of 446 HCI STEEL BUILDING SYSTEMS. 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PURLIN ANALYSIS STRENGTH /DEFLECTION Job No 4050 Customer Clallum Builders Exc Inc (Description Westport Shipyard Cabinet 4050 Purlin Design Report (Surface 3) Span Lap_Shear(k) Shear_Ratio Id Left Right Left Right 2 0 57 0 29 3 0 57 1 30 0 29 0 66 4 1 30 1 18 0 66 0 60 5 1 18 1 23 0 60 0 63 6 1 23 1 13 0 63 0 58 7 1 13 1 14 0 58 0 41 8 0 81 0 41 LOAD COMBINATION #15 DL +CL +SL -1 OAUX2 modify Date 1 8/8/2008 Designed By JRS Checked By 8/ 5/08 8 27am 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 43 0 00 0 00 0 00 0 54 2 0 36 -1 02 -1 52 0 54 0 16 2 10 3 14 6 78 3 2 05 1 56 -1 96 -2 28 6 78 1 59 -5 38 11 84 5 67 9 64 4 2 20 1 87 -1 81 -2 14 9 64 5 82 -4 30 12 68 5 17 8 88 5 2 16 1 84 -1 85 -2 18 8 88 5 13 -4 58 12 45 5 30 9 08 6 2 17 1 85 -1 84 -2 17 9 08 5 31 -4 50 12 51 5 28 9 04 7 2 17 1 84 -1 67 -2 17 9 04 5 28 -4 52 12 50 3 51 9 03 8 1 75 1 43 -1 02 9 03 4 47 -4 60 15 60 0 01 9 0 04 0 00 0 01 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 43 3 24 0 13 RS 0 54 8 41 0 06 RS 0 02 -0 04 2 RL -1 02 3 24 0 31 RL 3 14 7 27 0 43 RS 0 22 0 07 Page 151 Of 446 3 4 5 6 7 8 9 HCI STEEL BUILDING SYSTEMS, INC. 4050 Purlin Design Report (Surface 3) RL LL RL LL LL LL LS UNBRACE LENGTHS -1 96 3 24 0 61 RL 1 87 3 24 0 58 LL -1 85 3 24 0 57 RL 1 85 3 24 0 57 LL 1 84 3 24 0 57 LL 1 43 9 34 0 15 LS 0 04 9 34 0 00 LS Span Minor Cb Id Major LS LL MS RL RS LS LL MS RL RS 1 2 5 2 5 2 5 2 5 2 5 2 5 1 00 1 00 1 00 1 00 1 00 2 10 8 8 0 8 0 8 0 8 0 2 9 1 00 1 00 1 00 1 67 1 00 3 25 0 2 9 1 1 0 0 3 4 1 9 1 00 1 67 1 00 1 67 1 00 4 25 0 1 9 3 8 0 0 3 4 1 9 1 00 1 67 1 00 1 67 1 00 5 25 0 1 9 3 3 0 0 3 4 1 9 1 00 1 67 1 00 1 67 1 00 6 25 0 1 9 3 4 0 0 3 4 1 9 1 00 1 67 1 00 1 67 1 00 7 25 0 1 9 3 4 0 0 2 4 2 9 1 00 1 67 1 00 1 67 1 00 8 24 7 2 9 3 7 0 0 0 0 18 1 1 00 1 67 1 00 1 00 1 00 9 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325) Span Lap_Shear(k) Shear_Ratio Id Left Right Left Right 2 0 59 3 0 59 1 29 4 1 29 1 18 5 1 18 1 21 6 1 21 1 21 7 1 21 0 92 8 0 65 Job No 1 4050 modify Customer I Clallum Builders Exc Inc Date 8/8/2008 Description) Westport Shipyard Cabinet I Designed By JRS Checked By 0 30 0 30 0 66 0 66 0 60 0 60 0 62 0 62 0 62 0 62 0 33 0 33 5 67 8 41 0 67 RL 0 60 5 82 8 41 0 69 LL 0 61 5 30 8 41 0 63 RL 0 52 5 31 8 41 0 63 LL 0 53 5 28 8 41 0 63 LL 0 52 5 29 13 85 0 38 LS 0 16 0 01 13 85 0 00 LS 0 00 8/ 5/08 8 27am 0 73 0 48 0 55 0 53 0 54 0 42 0 02 Available Reduction Factor Out In 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 Page 152 Of 446 L HCI STEEL BUILDING SYSTEMS. INC. 4050 Purlin Design Report (Surface 3) LOAD COMBINATION #16 DL +CL +1 6AUX3 PURLIN ANALYSIS Span Left Id Sup 1 0 00 2 0 23 3 1 92 4 0 80 5 0 60 6 0 66 7 0 61 8 0 77 9 0 02 STRENGTH /DEFLECTION Job No Shear(k) Left Right Right Lap Lap Sup -0 37 -0 96 -1 39 1 48 -1 55 -1 83 0 70 -0 39 -0 49 0 50 -0 59 -0 69 0 57 -0 53 -0 62 0 51 -0 53 -0 68 0 62 -0 50 0 00 4050 Span Shear(k) Id Loc Calc Allow UC Loc 1 RS -0 37 3 24 0 12 RS 2 RL -0 96 3 24 0 30 RL 3 RL -1 55 3 24 0 48 MS 4 LL 0 70 3 24 0 22 LL 5 RL -0 59 3 24 0 18 RL 6 LL 0 57 3 24 0 17 LL 7 RL -0 53 3 24 0 16 RL 8 LL 0 62 9 34 0 07 MS 9 LS 0 02 9 34 0 00 LS UNBRACE LENGTHS Span Customer Clallum Builders Exc Inc Description Westport Shipyard Cabinet Minor Left Left Sup Lap Moment (f -k) 0 47 8 41 0 06 RS 0 02 3 38 7 27 0 47 RS 0 2.1 5 47 8 41 0 65 LS 0 25 4 30 5 90 0 73 LL 0 28 1 74 8 41 0 21 RL 0 06 1 79 8 41 0 21 LL 0 06 1 60 8 41 0 19 RL 0 05 2 42 13 85 0 17 LS 0 02 0 00 13 85 0 00 LS 0 00 Cb modify Date 1 8/8/2008 Designed By JRS Checked By 8/ 5/08 8 27am Moment (f -k) MidSpan Right Right Mom Loc Lap Sup 0 00 0 00 0 00 0 47 0 47 0 29 1 53 3 38 6 77 6 77 1 88 -5 47 12 79 2 54 5 70 5 70 4 30 -0 47 15 49 1 03 1 86 1 86 0 82 -1 64 11 66 1 74 2 94 2 94 1 79 -1 33 12 88 1 38 2 45 2 45 1 41 -1 14 11 82 1 60 3 33 3 33 1 33 -2 42 14 96 0 00 0 00 0 00 0 33 0 00 Mom +Shr Deflection(in) Calc Allow UC Loc UC Calc Allow 0 05 0 08 -0 83 0 10 0 23 0 15 0 11 0 26 0 01 Available Reduction Factor Page 153 Of 446 r )1i HCEEL BUILDING SYSTEMS. INC. Job No Customer Description 4050 Purlin Design Report (Surface 3) 8/ 5/08 8 27am Id Major LS LL MS RL RS LS LL MS RL RS Out In 1 2 5 2 5 2 5 2 5 2 5 2 5 1 00 1 00 1 00 1 00 1 00 1 00 0 70 2 10 8 8 0 8 0 8 0 8 0 2 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 3 25 0 2 9 1 4 0 0 1 8 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 25 0 1 9 9 3 0 0 3 4 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 5 25 0 1 9 1 8 0 0 3 5 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 6 25 0 1 9 3 8 0 0 3 1 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 7 25 0 1 9 3 3 0 0 3 7 2 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 8 24 7 2 9 2 4 0 0 0 0 19 4 1 00 1 67 1 00 1 00 1 00 1 00 0 70 9 0 3 0 3 0 3 0 3 0 3 0 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 59 0 30 3 0 59 0 76 0 30 0 39 4 0 76 0 25 0 39 0 13 5 0 25 0 39 0 13 0 20 6 0 39 0 33 0 20 0 17 7 0 33 0 34 0 17 0 12 8 0 24 0 12 LOAD COMBINATION #17 DL +CL +1 6AUX4 PURLIN ANALYSIS 4050 Clallum Builders Exc Inc Westport Shipyard Cabinet modify Date 8/8/2008 Designed Byl JRS Checked By 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 13 0 00 0 00 0 00 0 16 2 -0 18 -0 59 -0 74 0 16 0 16 0 00 3 26 5 18 Page 154 Of 446 r 1 r L HCI STEEL BUILDING SYSTEMS, INC. STRENGTH /DEFLECTION Span Id 1 2 3 4 5 6 7 8 9 UNBRACE LENGTHS Shear(k) Job No 111 1 Customer Description Loc Calc Allow UC Loc RS RL RL LL LL RL LL LL LS 0 13 3 24 0 04 RS 0 59 3 24 0 18 RL 1 75 3 24 0 54 RL 1 76 3 24 0 54 LL 0 67 3 24 0 21 LL 0 57 3 24 0 18 MS 0 52 3 24 0 16 LL 0 62 9 34 0 07 MS 0 02 9 34 0 00 LS Span Minor Id Major LS LL MS RL RS 4050 Clallum Builders Exc Inc Westport Shipyard Cabinet 4050 Purlin Design Report (Surface 3) Moment(f -k) Calc Allow UC Loc UC 0 16 8 41 0 02 LS 0 00 3 26 7 27 0 45 RL 0 16 5 60 8 41 0 67 RL 0 56 5 59 8 41 0 66 LL 0 56 3 72 7 09 0 52 LL 0 21 1 64 8 41 0 20 RL 0 04 1 61 8 41 0 19 LL 0 05 2 45 13 85 0 18 LS 0 02 0 00 13 85 0 00 LS 0 00 Cb modify Date Designed By Checked By LS LL MS RL RS 1 2 5 2 5 2 5 0 0 2 5 2 5 1 00 1 00 1 00 1 00 1 00 2 10 8 8 0 8 0 8 0 8 0 2 9 1 00 1 00 1 00 1 67 1 00 3 25 0 2 9 0 7 0 0 3 8 1 9 1 00 1 67 1 00 1 67 1 00 4 25 0 1 9 3 8 0 0 1 6 1 9 1 00 1 67 1 00 1 67 1 00 5 25 0 1 9 8 2 0 0 3 5 1 9 1 00 1 67 1 00 1 67 1 00 6 25 0 1 9 2 2 0 0 3 1 1 9 1 00 1 67 1 00 1 67 1 00 7 25 0 1 9 3 8 0 0 3 7 2 9 1 00 1 67 1 00 1 67 1 00 8 24 7 2 9 2 3 0 0 0 0 19 5 1 00 1 67 1 00 1 00 1 00 9 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 8/8/2008 JRS 8/ 5/08 8 27am 3 1 71 1 28 -1 75 -2 03 5 18 0 87 -4 63 11 44 5 60 9 14 4 2 04 1 76 -1 43 -1 71 9 14 5 59 -4 69 13 59 2 11 5 05 5 0 76 0 67 -0 43 -0 52 5 05 3 72 -0 59 14 81 1 19 2 08 6 0 62 0 52 -0 57 -0 67 2 08 1 01 -1 64 12 03 1 53 2 69 7 0 62 0 52 -0 52 -0 67 2 69 1 61 -1 05 12 05 1 56 3 26 8 0 77 0 62 -0 50 3 26 1 27 -2 45 14 90 0 00 9 0 02 0 00 0 00 0 00 0 33 0 00 Mom +Shr Deflection(in) Calc Allow 0 06 0 09 0 61 0 63 0 05 0 23 0 09 -0 27 0 01 Available Reduction Factor Out In 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 Page 155 Of 446 V 1 r L HCI STEEL BUILDING SYSTEMS. INC. 4050 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325) Span Lap_Shear(k) Shear_Ratio Id Left Right Left Right 2 3 4 5 6 7 8 0 45 1 22 0 67 0 28 0 36 0 24 LOAD COMBINATION #18 DL +CL +1 6AUX5 PURLIN ANALYSIS Span Left Id Sup 1 0 00 2 0 19 3 0 48 4 1 72 5 2 03 6 0 77 7 0 58 8 0 78 9 0 02 Span Id 0 45 1 22 0 67 0 28 0 36 0 33 STRENGTH /DEFLECTION Job No 1 4050 I Customer I Clallum Builders Exc Inc I Description I 0 23 0 62 0 34 0 14 0 18 0 12 Shear(k) Left Right Right Lap Lap Sup -0 22 0 33 -0 71 1 44 -1 74 1 75 -1 43 0 68 -0 42 0 48 -0 56 0 63 0 23 0 62 0 34 0 14 0 18 0 12 Westport Shipyard Cabinet Purlin Design Report (Surface 3) 0 13 0 00 0 37 0 16 0 81 1 16 2 02 5 30 -1 71 9 10 0 51 5 12 0 71 1 87 0 49 3 51 0 00 0 00 Left Left Sup Lap modify Date 1 8/8/2008 I Designed By JRS Checked By 8/ 5/08 8 27am Moment(f -k) MidSpan Right Right Mom Loc Lap Sup 0 00 0 00 0 16 -0 18 3 62 0 31 1 16 0 00 -1 06 9 28 3 87 5 30 2 33 -4 58 11 48 5 57 9 10 5 55 -4 68 13 56 2 17 5 12 3 76 -0 69 15 03 0 99 1 87 0 87 -1 37 11 22 1 69 3 51 1 49 -2 35 15 10 0 00 0 00 0 33 0 00 Shear(k) Moment(f -k) Mom +Shr Deflection(in) Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow Page 156 Of 446 HCI STEEL BUILDING SYSTEMS. INC. 1 RS -0 13 3 24 0 04 RS 2 RL -0 22 3 24 0 07 RS 3 RL -0 71 3 24 0 22 RL 4 RL -1 74 3 24 0 54 RL 5 LL 1 75 3 24 0 54 LL 6 LL 0 68 3 24 0 21 LL 7 RL -0 56 3 24 0 17 RL 8 LL 0 63 9 34 0 07 MS 9 LS 0 02 9 34 0 00 LS UNBRACE LENGTHS Span Id Major LAP BOLT SHEAR /BEARING Bolt 0 500 (A325) Span Lap_Shear(k) Shear_Ratio Id Left Right Left Right 2 0 10 3 0 10 0 71 4 0 71 1 21 5 1 21 0 68 6 0 68 0 25 7 0 25 0 36 Job No 1 4050 Customer I Clallum Builders Exc Inc Description Westport Shipyard Cabinet 4050 Purlin Design Report (Surface 3) Minor LS LL MS RL RS 0 05 0 05 0 36 0 36 0 62 0 62 0 35 0 35 0 13 0 13 0 13 0 16 8 41 0 02 LS 0 00 0 58 8 41 0 07 RS 0 01 3 87 7 73 0 50 RL 0 23 5 57 8 41 0 66 RL 0 55 5 55 8 41 0 66 LL 0 55 3 76 7 26 0 52 LL 0 22 1 69 8 41 0 20 RL 0 05 -2 35 13 85 0 17 LS 0 02 0 00 13 85 0 00 LS 0 00 Cb LS LL MS RL RS 1 2 5 2 5 2 5 2 5 2 5 2 5 1 00 1 00 1 00 1 00 1 00 2 10 8 1 0 0 0 0 0 1 7 2 9 1 00 1 00 1 00 1 67 1 00 3 25 0 2 9 0 0 0 0 7 4 1 9 1 00 1 67 1 00 1 67 1 00 4 25 0 1 9 1 8 0 0 3 8 1 9 1 00 1 67 1 00 1 67 1 00 5 25 0 1 9 3 8 0 0 1 7 1 9 1 00 1 67 1 00 1 67 1 00 6 25 0 1 9 8 0 0 0 2 9 1 9 1 00 1 67 1 00 1 67 1 00 7 25 0 1 9 2 0 0 0 3 6 2 9 1 00 1 67 1 00 1 67 1 00 8 24 7 2 9 2 7 0 0 0 0 19 1 1 00 1 67 1 00 1 00 1 00 9 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 modify Date 8/8/2008 Designed By JRS Checked By 8/ 5/08 8 27am 0 00 0 00 0 03 0 61 0 63 0 03 0 16 0 25 0 01 Available Reduction Factor Out In 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 Page 157 Of 446 r r Job No 4050 modify Customer Clallum Builders Exc Inc I Date 1 8/8/2008 C (Description Westport Shipyard Cabinet I Designed By JRS SYSTEMS. 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Checked By HCI STEEL BUILDING 4050 Purlin Design Report (Surface 3) 8 0 25 0 13 LOAD COMBINATION #19 DL +CL +1 6AUX6 PURLIN ANALYSIS Span Left Id Sup 1 0 00 2 0 09 3 0 64 4 0 53 5 1 70 6 2 05 7 0 74 8 0 74 9 0 02 STRENGTH /DEFLECTION 1 2 3 4 5 6 7 8 9 RS RL RL RL RL LL LL LL LS UNBRACE LENGTHS Shear(k) Left Right Right Lap Lap Sup -0 13 -0 32 -0 47 0 50 -0 55 -0 64 0 43 -0 66 -0 76 1 42 -1 76 -2 04 1 76 -1 42 -1 70 0 64 -0 40 -0 55 0 59 -0 53 0 00 Span Shear(k) Id Loc Calc Allow UC Loc 0 13 3 24 0 04 RS 0 32 3 24 0 10 RL 0 55 3 24 0 17 MS 0 66 3 24 0 20 RL 1 76 3 24 0 54 RL 1 76 3 24 0 55 LL 0 64 3 24 0 20 LL 0 59 9 34 0 06 MS 0 02 9 34 0 00 LS Left Left Sup Lap 8/ 5/08 8 27am Moment (f -k) MidSpan Right Right Mom Loc Lap Sup 0 00 0 00 0 00 0 16 0 16 0 09 1 69 1 10 2 24 2 24 0 60 -1 80 12 52 1 10 2 21 2 21 1 30 -0 53 10 33 3 68 5 00 5 00 2 07 -4 68 11 37 5 66 9 22 9 22 5 65 -4 74 13 65 1 99 4 91 4 91 3 62 -0 35 14 30 1 22 2 59 2 59 0 68 -2 72 14 37 0 00 0 00 0 00 0 33 0 00 Moment (f -k) Calc Allow UC Loc UC 0 16 8 41 0 02 LS 0 00 1 10 7 27 0 15 RS 0 02 -1 80 8 41 0 21 RL 0 03 3 68 6 99 0 53 RL 0 21 5 66 8 41 0 67 RL 0 57 5 65 8 41 0 67 LL 0 57 3 62 6 54 0 55 LL 0 20 -2 72 13 85 0 20 LS 0 01 0 00 13 85 0 00 LS 0 00 Mom +Shr Deflection(in) Calc Allow 0 02 0 03 0 27 0 06 -0 63 0 64 0 09 0 32 0 02 Page 158 Of 446 r r L HCI STEEL BUILDING SYSTEMS. INC. Job No 4050 Customer! Clallum Builders Exc Inc Description! Westport Shipyard Cabinet 4050 Purlin Design Report (Surface 3) Span Minor Cb Id Major LS LL MS RL RS LS LL MS RL RS 1 2 5 2 5 2 5 0 0 2 5 2 5 2 10 8 8 0 8 0 8 0 8 0 2 9 3 25 0 2 9 1 3 0 0 2 2 1 9 4 25 0 1 9 3 9 0 0 8 3 1 9 5 25 0 1 9 1 6 0 0 3 9 1 9 6 25 0 1 9 3 8 0 0 1 5 1 9 7 25 0 1 9 8 7 0 0 4 1 2 9 8 24 7 2 9 1 2 0 0 0 0 20 6 9 0 3 0 3 0 3 0 3 0 3 0 3 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325) Span Lap_Shear(k) Id Left Right Shear Ratio Left Right 2 0 19 0 10 3 0 19 0 29 0 10 0 15 4 0 29 0 67 0 15 0 34 5 0 67 1 23 0 34 0 63 6 1 23 0 65 0 63 0 33 7 0 65 0 26 0 33 0 09 8 0 19 0 10 LOAD COMBINATION #20 DL +CL +1 6AUX7 PURLIN ANALYSIS Span Left Id Sup Shear(k) Left Right Right Lap Lap Sup 1 1 1 1 1 1 1 1 1 00 00 00 00 00 00 00 00 00 1 1 1 1 1 1 1 1 1 Left Left Sup Lap 00 00 67 67 67 67 67 67 00 1 1 1 1 1 1 1 1 1 00 00 00 00 00 00 00 00 00 1 1 1 1 1 1 1 1 1 00 67 67 67 67 67 67 00 00 modify Date 1 1 1 1 1 1 1 1 1 Moment (f -k) MidSpan Mom Loc 8/8/2008 Designed By JRS Checked By 00 00 00 00 00 00 00 00 00 8/ 5/08 8 27am Available Reduction Factor Out In 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 0 0 0 0 0 0 0 0 0 Right Right Lap Sup Page 159 Of 446 70 70 70 70 70 70 70 70 70 i HCI STEEL BUILDING SYSTEMS. 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Span Id 1 2 3 4 5 6 7 8 9 Span 4050 Purlin Design Report (Surface 3) STRENGTH /DEFLECTION RS RL RL LL RL RL LL LL LS UNBRACE LENGTHS Shear (k) Job No Customer Description Loc Calc Allow UC Loc -0 13 3 24 0 04 RS 0 30 3 24 0 09 RL -0 59 3 24 0 18 RL 0 59 3 24 0 18 LL 0 67 3 24 0 21 RL -1 74 3 24 0 54 RL 1 71 3 24 0 53 LL 0 73 9 34 0 08 LL 0 02 9 34 0 00 LS 4050 modify Clallum Builders Exc Inc I Date 8/8/2008 Westport Shipyard Cabinet Designed By JRS Checked By Moment (f -k) Calc Allow UC Loc UC 0 16 8 41 0 02 LS 0 00 0 89 7 27 0 12 RS 0 02 1 84 8 41 0 22 RL 0 06 1 84 8 41 0 22 LL 0 06 3 78 7 05 0 54 RL 0 22 5 39 8 41 0 64 RL 0 52 5 46 8 41 0 65 LL 0 53 3 68 11 98 0 31 LL 0 08 0 00 13 85 0 00 LS 0 00 Minor Cb Id Major LS LL MS RL RS LS LL MS RL RS 1 2 5 2 5 2 5 2 5 2 5 2 5 1 00 1 00 1 00 1 00 1 00 2 10 8 8 0 8 0 8 0 8 0 2 9 1 00 1 00 1 00 1 67 1 00 3 25 0 2 9 1 0 0 0 3 7 1 9 1 00 1 67 1 00 1 67 1 00 4 25 0 1 9 3 7 0 0 2 1 1 9 1 00 1 67 1 00 1 67 1 00 5 25 0 1 9 3 3 0 0 8 2 1 .9 1 00 1 67 1 00 1 67 1 00 6 25 0 1 9 1 7 0 0 3 7 1 9 1 00 1 67 1 00 1 67 1 00 7 25 0 1 9 3 8 0 0 1 3 2 9 1 00 1 67 1 00 1 67 1 00 8 24 7 2 9 6 6 0 0 0 0 15 2 1 00 1 67 1 00 1 00 1 00 8/ 5/08 8 27am 1 0 00 -0 13 0 00 0 00 0 00 0 16 2 0 11 -0 30 -0 44 0 16 0 04 2 21 0 89 1 95 3 0 60 0 45 -0 59 -0 69 1 95 0 44 -1 54 11 65 1 84 3 04 4 0 69 0 59 -0 50 -0 60 3 04 1 84 -1 53 13 33 0 94 1 98 5 0 52 0 42 -0 67 -0 77 1 98 1 10 -0 62 10 04 3 78 5 14 6 1 72 1 44 -1 74 -2 02 5 14 2 17 -4 75 11 49 5 39 8 93 7 1 99 1 71 -1 32 -1 75 8 93 5 46 -4 29 13 28 1 57 5 99 8 0 88 0 73 -0 39 5 99 3 68 -1 49 17 05 0 00 9 0 02 0 00 0 00 0 00 0 33 0 00 Mom +Shr Deflection(in) Calc Allow 0 01 0 02 0 20 0 20 0 05 0 65 0 55 0 04 0 01 Available Reduction Factor Out In 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 Page 160 Of 446 i I Customer 171111i r Job No 4050 Clallum Builders Exc Inc Description Westport Shipyard Cabinet HCI STEEL BUILDING SYSTEMS. INC. 4050 Purlin Design Report (Surface 3) 9 0 3 0 3 0 3 0 3 0 3 0 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 17 0 09 3 0 17 0 41 0 09 0 21 4 0 41 0 26 0 21 0 13 5 0 26 0 68 0 13 0 35 6 0 68 1 19 0 35 0 61 7 1 19 0 61 0 61 0 22 8 0 43 0 22 LOAD COMBINATION #21 DL +CL +1 6AUX8 PURLIN ANALYSIS modify Date 8/8/2008 Designed By JRS Checked By 8/ 5/08 8 27am 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 13 0 00 0 00 0 00 0 16 2 0 11 -0 30 -0 45 0 16 0 05 2 07 0 94 2 03 3 0 61 0 46 -0 58 -0 67 2 03 0 48 -1 61 11 88 1 64 2 82 4 0 64 0 55 -0 55 -0 64 2 82 1 70 -1 22 12 53 1 67 2 78 5 0 67 0 57 -0 52 -0 62 2 78 1 62 -1 57 13 00 1 07 2 14 6 0 54 0 44 -0 65 -0 75 2 14 1 22 -0 69 10 49 3 42 4 73 7 1 64 1 36 -1 67 -2 10 4 73 1 91 -4 30 10 98 5 01 10 43 8 2 27 1 84 -1 42 10 43 4 53 -6 77 15 15 0 01 9 0 05 0 00 0 01 0 00 0 33 0 00 STRENGTH /DEFLECTION Page 161 Of 446 Job No Customer L IDescription NCI STEEL BUILDING SYSTEMS. INC. 4050 Purlin Design Report (Surface 3) Span Id 1 2 3 4 5 6 7 8 9 Loc RS RL RL LL LL RL RL LL LS UNBRACE LENGTHS Span Id Major 2 0 18 3 0 18 0 38 4 0 38 0 37 Shear(k) LAP BOLT SHEAR /BEARING Bolt 0 500 (A325) Calc Allow UC Loc 0 13 3 24 0 04 RS 0 30 3 24 0 09 RL 0 58 3 24 0 18 RL 0 55 3 24 0 17 LL 0 57 3 24 0 18 LL 0 65 3 24 0 20 RL 1 67 3 24 0 52 RL 1 84 9 34 0 20 MS 0 05 9 34 0 01 LS Minor LS LL MS RL RS Span Lap_Shear(k) Shear_Ratio Id Left Right Left Right 0 09 0 09 0 19 0 19 0 19 4050 modify Clallum Builders Exc Inc Date Westport Shipyard Cabinet Designed By I Checked By Moment (f -k) Calc Allow UC Loc UC 0 16 8 41 0 02 LS 0 00 0 94 7 27 0 13 RS 0 02 1 64 8 41 0 20 RL 0 05 1 70 8 41 0 20 LL 0 05 1 62 8 41 0 19 LL 0 05 3 42 7 69 0 44 RL 0 18 5 01 8 41 0 60 RL 0 46 -6 77 13 85 0 49 LS 0 21 0 01 13 85 0 00 LS 0 00 Cb LS LL MS RL RS 1 2 5 2 5 2 5 2 5 2 5 2 5 1 00 1 00 1 00 1 00 1 00 2 10 8 8 0 8 0 8 0 8 0 2 9 1 00 1 00 1 00 1 67 1 00 3 25 0 2 9 1 1 0 0 3 3 1 9 1 00 1 67 1 00 1 67 1 00 4 25 0 1 9 3 8 0 0 3 7 1 9 1 00 1 67 1 00 1 67 1 00 5 25 0 1 9 3 3 0 0 2 3 1 9 1 00 1 67 1 00 1 67 1 00 6 25 0 1 9 3 5 0 0 7 5 1 9 1 00 1 67 1 00 1 67 1 00 7 25 0 1 9 1 5 0 0 3 6 2 9 1 00 1 67 1 00 1 67 1 00 8 24 7 2 9 2 8 0 0 0 0 19 0 1 00 1 67 1 00 1 00 1 00 9 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 01 0 02 0 22 0 13 0 21 0 02 0 52 0 70 0 04 8/8/2008 JRS 8/ 5/08 8 27am Mom +Shr Deflection(in) Calc Allow Available Reduction Factor Out In 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 Page 162 Of 446 r L HCI STEEL BUILDING SYSTEMS, INC. Span Left Id Sup 1 0 00 2 0 74 3 0 44 4 1 93 5 0 63 6 1 88 7 0 62 8 2 08 9 0 05 4050 Purlin Design Report (Surface 3) 5 0 37 0 29 6 0 29 0 63 7 0 63 1 06 8 0 75 PURLIN ANALYSIS STRENGTH /DEFLECTION Span Id 1 2 3 4 5 6 7 8 9 RS LS RL LL RL LL LL LL LS Shear(k) Job No 4050 Customer I Clallum Builders Exc Inc Description) Westport Shipyard Cabinet 0 19 0 15 0 15 0 32 0 32 0 38 0 38 LOAD COMBINATION #22 DL +CL +1 6AUX9 Shear(k) Left Right Right Lap Lap Sup -0 37 -0 45 -0 88 0 29 -0 75 -0 85 1 65 -1 54 -1 82 0 53 -0 56 -0 66 1 60 -1 58 -1 86 0 52 -0 52 -0 67 1 65 -1 62 0 00 Loc Calc Allow UC Loc 0 37 3 24 0 12 RS 0 74 3 24 0 23 MS 0 75 3 24 0 23 RL 1 65 3 24 0 51 MS 0 56 3 24 0 17 RL 1 60 3 24 0 49 MS 0 52 3 24 0 16 LL 1 65 9 34 0 18 MS 0 05 9 34 0 01 LS Left Left Sup Lap 0 00 0 00 0 00 0 47 0 47 -1 38 4 97 -0 71 1 19 1 19 0 14 -0 67 8 50 4 83 6 33 6 33 2 98 -6 08 12 87 1 80 4 94 4 94 3 86 1 12 12 18 4 20 5 35 5 35 2 08 -6 48 12 57 1 88 5 11 5 11 4 04 1 38 12 03 4 00 5 70 5 70 0 35 -8 71 13 87 0 01 0 01 0 00 0 33 0 00 Moment (f -k) Calc Allow UC Loc UC Calc Allow 0 47 8 41 0 06 RS 0 02 1 38 8 41 0 16 LS 0 06 4 83 5 89 0 82 RL 0 35 6 08 8 41 0 72 LS 0 23 4 20 5 89 0 71 RL 0 26 6 48 8 41 0 77 LS 0 19 4 04 5 89 0 69 LL 0 24 8 71 13 85 0 63 LS 0 08 0 01 13 85 0 00 LS 0 00 modify Date Designed By Checked By 0 03 -0 04 0 10 -0 98 0 43 1 07 0 48 1 08 0 05 8/8/2008 JRS 8/ 5/08 8 27am Moment (f -k) MidSpan Right Right Mom Loc Lap Sup Mom +Shr Deflection(in) Page 163 Of 446 GMIL Description Westport Shipyard Cabinet i Designed By NCI STEEL BUILDING SYSTEMS, INC. Checked By UNBRACE LENGTHS Span Minor Id Major LS LL MS RL RS 1 2 5 2 5 2 5 0 0 2 5 2 5 2 10 8 0 7 0 0 0 0 0 0 1 6 3 25 0 2 9 0 5 0 0 9 5 1 9 4 25 0 1 9 2 0 0 0 1 2 1 9 5 25 0 1 9 21 3 21 3 21 3 1 9 6 25 0 1 9 1 4 0 0 1 3 1 9 7 25 0 1 9 20 3 20 3 20 3 2 9 8 24 7 2 9 21 8 0 0 0 0 21 8 9 0 3 0 3 0 3 0 3 0 3 0 3 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325) Job No Customer Span Lap_Shear(k) Shear Ratio Id Left Right Left Right 2 0 10 0 05 3 0 10 0 84 0 05 0 43 4 0 84 0 66 0 43 0 34 5 0 66 0 71 0 34 0 36 6 0 71 0 68 0 36 0 35 7 0 68 0 58 0 35 0 21 8 0 41 0 21 LOAD COMBINATION #23 PURLIN ANALYSIS DL +CL +1 6AUX10 4050 modify Clallum Builders Exc Inc I Date 4050 Purlin Design Report (Surface 3) Cb LS LL MS RL RS 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 67 1 00 1 00 1 67 1 00 1 67 1 00 1 00 1 67 1 00 1 67 1 00 1 00 1 67 1 00 1 67 1 00 1 00 1 67 1 00 1 67 1 00 1 00 1 67 1 00 1 67 1 00 1 00 1 67 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 8/8/2008 JRS 8/ 5/08 8 27am Available Reduction Factor Out In 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 Page 164 Of 446 NCI STEEL BUILDING SYSTEMS, INC. Span Left Id Sup 1 0 00 2 -0 32 3 1 94 4 0 63 5 1 87 6 0 67 7 1 77 8 0 93 9 0 02 STRENGTH /DEFLECTION Span Shear(k) Id Loc Calc Allow UC Loc 1 RS 2 RL 3 RL 4 RL 5 RL 6 LL 7 RL 8 LL 9 LS UNBRACE LENGTHS Span Id Major 1 2 5 2 10 8 3 25 0 4 25 0 5 25 0 Job No Customer Description 0 13 3 24 0 04 RS 0 73 3 24 0 23 RL 1 52 3 24 0 47 MS -0 56 3 24 0 17 RL 1 59 3 24 0 49 MS 0 57 3 24 0 18 LL -1 54 3 24 0 48 MS 0 78 9 34 0 08 LL 0 02 9 34 0 00 LS Shear(k) Left Right Right Lap Lap Sup -0 13 -0 73 -0 88 1 51 -1 52 -1 80 0 53 -0 56 -0 66 1 59 -1 59 -1 87 0 57 -0 52 -0 62 1 49 -1 54 -1 97 0 78 -0 34 0 00 Minor 4050 LS LL MS RL RS modify Clallum Builders Exc Inc I Date Westport Shipyard Cabinet I Designed By Checked By 4050 Purlin Design Report (Surface 3) Left Left Sup Lap Moment (f -k) 0 16 8 41 0 02 LS 0 00 4 35 7 27 0 60 RL 0 29 5 95 8 41 0 71 LS 0 25 4 16 5 89 0 71 RL 0 26 6 37 8 41 0 76 RS 0 19 4 19 5 89 0 71 LL 0 26 5 75 8 41 0 68 RS 0 19 4 81 9 70 0 50 LL 0 13 0 00 13 85 0 00 LS 0 00 Cb LS LL MS RL RS 2 5 2 5 2 5 2 5 2 5 1 00 1 00 1 00 1 00 1 00 8 0 8 0 8 0 8 0 2 9 1 00 1 00 1 00 1 67 1 00 2 9 1 2 0 0 1 2 1 9 1 00 1 67 1 00 1 67 1 00 1 9 21 3 21 3 21 3 1 9 1 00 1 67 1 00 1 67 1 00 1 9 1 4 0 0 1 4 1 9 1 00 1 67 1 00 1 67 1 00 8/8/2008 JRS 8/ 5/08 8 27am Moment (f -k) MidSpan Right Right Mom Loc Lap Sup 0 00 0 00 0 00 0 16 0 16 0 16 0 00 4 35 6 67 6 67 1 70 -5 95 12 98 1 76 4 87 4 87 3 78 1 06 12 16 4 16 5 31 5 31 2 06 -6 37 12 49 2 11 5 36 5 36 4 19 1 01 13 00 3 64 4 71 4 71 1 66 -5 75 11 82 2 21 7 27 7 27 4 81 -1 12 18 06 0 00 0 00 0 00 0 33 0 00 Mom +Shr Deflection(in) Calc Allow UC Loc UC Calc Allow 0 08 0 12 -0 94 0 41 1 05 0 40 -0 90 0 06 0 00 Available Reduction Factor Out In 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 Page 165 Of 446 r r HCI STEEL BUILDING SYSTEMS. INC. 4050 Purlin Design Report (Surface 3) 6 25 0 7 25 0 8 24 7 9 0 3 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325) 1 9 21 3 21 3 21 3 1 9 1 9 1 2 0 0 1 5 2 9 2 9 8 6 0 0 0 0 13 2 0 3 0 3 0 3 0 3 0 3 Span Lap Shear(k) Shear_Ratio Id Left Right Left Right 2 0 58 3 0 58 0 65 4 0 65 0 71 5 0 71 0 71 6 0 71 0 63 7 0 63 0 74 8 0 52 DEFLECTION LOAD COMBINATION 1 LL 0 30 0 30 0 33 0 33 0 36 0 36 0 36 0 36 0 32 0 32 0 27 0 27 Span DEFLECTION(in) Id Calc Allow Ratio 1 -0 02 2 0 04 0 87 0 04 3 -0 41 2 00 0 21 4 -0 27 2 00 0 14 5 -0 30 2 00 0 15 6 -0 33 2 00 0 16 7 -0 20 2 00 0 10 8 -0 50 1 97 0 25 9 0 03 Job No 4050 modify Customer) Clallum Builders Exc Inc Date 8/8/2008 Description Westport Shipyard Cabinet I Designed By JRS Checked By 1 00 1 67 1 00 1 67 1 00 1 00 1 67 1 00 1 67 1 00 1 00 1 67 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 8/ 5/08 8 27am 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 Page 166 Of 446 1 r HCI STEEL BUILDING SYSTEMS. INC. Job No LOAD COMBINATION 2 1 42SL Span DEFLECTION(in) Id Calc Allow Ratio 1 -0 04 2 0 07 0 87 0 08 3 -0 73 2 00 0 36 4 -0 49 2 00 0 24 5 -0 54 2 00 0 27 6 -0 58 2 00 0 29 7 -0 36 2 00 0 18 8 -0 88 1 97 0 45 9 0 04 PURLIN LAYOUT (Purlin Id= 10) Bay Span Purlin Id Id Size Customer Clallum Builders Exc Inc Description! Westport Shipyard Cabinet 4050 4050 Purlin Design Report (Surface 3) 4050 Purlin Design Report (Surface 3) ROOF PURLIN DESIGN RUN 2, SURFACE 3 (Edge Strip Zone= 6 80) Span Lap(ft) Load No (ft) Left Right Width Brace 1 11Z25U14 2 50 4 92 0 1 2 11Z25U14 10 83 2 88 4 92 0 2 3 11Z25U14 25 00 2 88 1 88 4 92 0 3 4 11Z25U14 25 00 1 88 1 88 4 92 0 4 5 11Z25U14 25 00 1 88 1 88 4 92 0 5 6 11Z25U14 25 00 1 88 1 88 4 92 0 6 7 11Z25U14 25 00 1 88 2 88 4 92 0 7 8 11Z25U12 24 67 2 88 4 92 0 9 11Z25U12 0 33 4 92 0 modify Date Designed By Checked By 8/8/2008 JRS 8/ 5/08 8 27am 8/ 5/08 8 27am Page 167 Of 446 E STEEL BUILDING SYSTEMS. INC. 4050 Purlin Design Report (Surface 3) LOAD COMBINATION 1 DL +CL +LL PURLIN ANALYSIS Span Left Id Sup 1 0 00 2 0 31 3 1 77 4 1 89 5 1 85 6 1 89 7 1 77 8 2 23 9 0 05 STRENGTH /DEFLECTION Span Id 1 2 3 4 5 6 7 8 9 RS RL RL LL RL LL RL LL LS UNBRACE LENGTHS Job No Customer Description Shear (k) Left Right Right Lap Lap Sup -0 37 -0 87 -1 30 1 34 -1 68 -1 96 1 61 -1 56 -1 84 1 57 -1 60 -1 88 1 61 -1 56 -1 84 1 49 -1 53 -1 96 1 80 -1 45 0 00 Shear (k) Loc Calc Allow UC Loc 0 37 3 24 0 12 RS 0 87 3 24 0 27 RL 1 68 3 24 0 52 RL 1 61 3 24 0 50 LL 1 60 3 24 0 49 RL 1 61 3 24 0 50 LL 1 53 3 24 0 47 RL 1 80 9 34 0 19 MS 0 05 9 34 0 01 LS 4050 Clallum Builders Exc Inc Westport Shipyard Cabinet Left Left Sup Lap Moment(f -k) modify Date 0 47 8 41 0 06 RS 0 02 2 70 7 27 0 37 RS 0 16 4 88 8 41 0 58 RL 0 44 5 01 8 41 0 60 LL 0 45 4 67 8 41 0 56 RL 0 40 4 65 8 41 0 55 LL 0 40 4 60 8 41 0 55 RL 0 39 -7 04 13 85 0 51 LS 0 18 0 01 13 85 0 00 LS 0 00 Designed By JRS Checked By 8/8/2008 8/ 5/08 8 27am Moment (f -k) MidSpan Right Right Mom Loc Lap Sup 0 00 0 00 0 00 0 47 0 47 0 14 2 10 2 70 5 83 5 83 1 37 -4 62 11 84 4 88 8 30 8 30 5 01 -3 71 12 69 4 41 7 59 7 59 4 39 -3 89 12 41 4 67 7 93 7 93 4 65 -4 05 12 68 4 09 7 27 7 27 4 22 -3 24 11 87 4 60 9 61 9 61 3 82 -7 04 14 94 0 01 0 01 0 00 0 33 0 00 Mom +Shr Deflection(in) Calc Allow UC Loc UC Calc Allow 0 03 0 06 0 63 -0 42 0 46 0 50 -0 31 0 76 0 04 Available Page 168 Of 446 NCI STEEL BUILDING SYSTEMS. 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Job No Customer Description 4050 Purlin Design Report (Surface 3) Span Minor Id Major LS LL MS RL RS 1 2 5 2 5 2 5 2 5 2 5 2 5 1 00 1 00 1 00 1 00 1 00 2 10 8 8 0 8 0 8 0 8 0 2 9 1 00 1 00 1 00 1 67 1 00 3 25 0 2 9 1 1 0 0 3 4 1 9 1 00 1 67 1 00 1 67 1 00 4 25 0 1 9 3 8 0 0 3 4 1 9 1 00 1 67 1 00 1 67 1 00 5 25 0 1 9 3 3 0 0 3 5 1 9 1 00 1 67 1 00 1 67 1 00 6 25 0 1 9 3 4 0 0 3 1 1 9 1 00 1 67 1 00 1 67 1 00 7 25 0 1 9 3 4 0 0 3 7 2 9 1 00 1 67 1 00 1 67 1 00 8 24 7 2 9 2 4 0 0 0 0 19 4 1 00 1 67 1 00 1 00 1 00 9 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325) Span Lap_Shear(k) Shear Ratio Id Left Right Left Right 2 0 51 0 26 3 0 51 1 11 0 26 0 57 4 1 11 1 01 0 57 0 52 5 1 01 1 06 0 52 0 54 6 1 06 0 97 0 54 0 50 7 0 97 0 98 0 50 0 35 8 0 69 0 35 LOAD COMBINATION 2 DL +CL +1 42SL PURLIN ANALYSIS Span Left Id Sup Shear (k) Left Right Right Lap Lap Sup 4050 Clallum Builders Exc Inc Westport Shipyard Cabinet Left Left Sup Lap Cb modify LS LL MS RL RS Date 1 8/8/2008 Designed B1 JRS Checked By 8/ 5/08 8 27am Reduction Factor Out In 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 Moment (f -k) MidSpan Right Right Mom Loc Lap Sup Page 169 Of 446 HCI STEEL BUILDING SYSTEMS, INC. 1 RS -0 56 2 RL -1 32 3 RL -2 54 4 LL 2 43 5 RL -2 41 6 LL 2 43 7 RL -2 30 8 LL 2 71 9 LS 0 08 STRENGTH /DEFLECTION UNBRACE LENGTHS Job No Customer Description 4050 Purlin Design Report (Surface 3) 1 0 00 -0 56 0 00 2 0 47 -1 32 -1 96 0 70 3 2 66 2 01 -2 54 -2 96 8 78 4 2 85 2 43 -2 35 -2 77 12 51 5 2 79 2 37 -2 41 -2 83 11 45 6 2 85 2 43 -2 35 -2 77 11 96 7 2 67 2 25 -2 30 -2 95 10 97 8 3 36 2 71 -2 19 14 49 9 0 08 0 00 0 01 Span Shear(k) Id Loc Calc Allow UC Loc 3 3 3 3 3 3 3 9 9 24 24 24 24 24 24 24 34 34 0 0 0 0 0 0 0 0 0 17 41 78 75 74 75 71 29 01 4050 Clallum Builders Exc Inc Westport Shipyard Cabinet RS RL RL LL RL LL RL MS LS Span Minor Id Major LS LL MS RL RS 1 2 5 2 5 2 5 0 0 2 5 2 5 2 10 8 8 0 8 0 8 0 8 0 2 9 3 25 0 2 9 1 1 0 0 3 4 1 9 4 25 0 1 9 3 8 0 0 3 4 1 9 5 25 0 1 9 3 3 0 0 3 5 1 9 6 25 0 1 9 3 4 0 0 3 1 1 9 7 25 0 1 9 3 4 0 0 3 7 2 9 8 24 7 2 9 2 4 0 0 0 0 19 4 9 0 3 0 3 0 3 0 3 0 3 0 3 Moment(f -k) Mom +Shr Calc Allow UC Loc UC 0 70 4 07 7 35 7 55 7 05 7 01 6 93 -10 61 0 01 1 1 1 1 1 1 1 1 1 8 41 7 27 8 41 8 41 8 41 8 41 8 41 13 85 13 85 LS LL MS RL RS 00 00 00 00 00 00 00 00 00 2 06 7 55 6 61 7 01 6 36 5 76 1 1 1 1 1 1 1 1 1 0 0 0 0 0 0 0 0 0 00 00 67 67 67 67 67 67 00 0 00 0 21 6 97 5 59 -5 86 6 10 4 88 -10 61 0 00 08 56 87 90 84 83 82 77 00 1 1 1 1 1 1 1 1 1 Cb 00 00 00 00 00 00 00 00 00 1 1 1 1 1 1 1 1 1 modify Date Designed By Checked By 0 00 0 70 2 10 4 07 8 78 11 84 7 35 12 51 12 69 6 65 11 45 12 41 7 05 11 96 12 68 6 17 10 97 11 87 6 93 14 49 14 94 0 01 0 33 0 00 RS 0 04 RS 0 36 RL 1 00 LL 1 03 RL 0 92 LL 0 91 RL 0 88 LS 0 42 LS 0 00 00 67 67 67 67 67 67 00 00 1 1 1 1 1 1 1 1 1 00 00 00 00 00 00 00 00 00 8/8/2008 JRS 8/ 5/08 8 27am Deflection(in) Calc Allow 0 05 0 09 0 95 0 63 0 70 -0 75 0 46 -1 14 0 06 Available Reduction Factor Out In 1 1 1 1 1 1 1 1 1 00 00 00 00 00 00 00 00 00 0 0 0 0 0 0 0 0 0 Page 170 Of 446 70 70 70 70 70 70 70 70 70 L. A HCI STEEL BUILDING SYSTEMS. INC. 4050 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 0 76 0 39 3 0 76 1 67 0 39 0 85 4 1 67 1 53 0 85 0 78 5 1 53 1 59 0 78 0 81 6 1 59 1 46 0 81 0 75 7 1 46 1 48 0 75 0 53 8 1 04 0 53 LOAD COMBINATION 3 DL +CL +0 75LL +0 75WP 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 40 0 00 0 00 0 00 0 50 2 0 34 -0 95 -1 41 0 50 0 15 2 10 2 92 6 31 3 1 91 1 45 -1 82 -2 13 6 31 1 48 -5 01 11 84 5 29 8 99 4 2 05 1 75 -1 69 -1 99 8 99 5 43 -4 02 12 69 4 78 8 23 5 2 01 1 70 -1 73 -2 03 8 23 4 75 -4 21 12 41 5 07 8 60 6 2 05 1 75 -1 69 -1 99 8 60 5 04 -4 39 12 68 4 43 7 88 7 1 92 1 62 -1 66 -2 12 7 88 4 57 -3 51 11 87 4 98 10 41 8 2 41 1 95 -1 57 10 41 4 14 -7 63 14 94 0 01 9 0 05 0 00 0 01 0 00 0 33 0 00 STRENGTH /DEFLECTION Job No 1 4050 Customer Clallum Builders Exc Inc Description! Westport Shipyard Cabinet modify Date 8/8/2008 Designed By IRS Checked By 8/ 5/08 8 27am Page 171 Of 446 NCI STEEL BUILDING SYSTEMS, INC. 4050 Purlin Design Report (Surface 3) Span Shear(k) Id Loc Calc Allow UC Loc 1 RS -0 40 3 24 0 12 RS 2 RL -0 95 3 24 0 29 RL 3 RL -1 82 3 24 0 56 RL 4 LL 1 75 3 24 0 54 LL 5 RL -1 73 3 24 0 53 RL 6 LL 1 75 3 24 0 54 LL 7 RL -1 66 3 24 0 51 RL 8 LL 1 95 9 34 0 21 MS 9 LS 0 05 9 34 0 01 LS UNBRACE LENGTHS Span Id Major LAP BOLT SHEAR /BEARING Bolt 0 500 (A325) 2 0 55 3 0 55 1 20 4 1 20 1 10 5 1 10 1 15 Job No Customer Description Minor LS LL MS RL RS Span Lap_Shear(k) Shear_Ratio Id Left Right Left Right 0 28 0 28 0 61 0 61 0 56 0 56 0 59 4050 Clallum Builders Exc Inc Westport Shipyard Cabinet Moment (f -k) Calc Allow UC Loc UC 0 50 8 41 0 06 RS 0 02 2 92 7 27 0 40 RS 0 19 5 29 8 41 0 63 RL 0 52 5 43 8 41 0 65 LL 0 53 5 07 8 41 0 60 RL 0 47 5 04 8 41 0 60 LL 0 47 4 98 8 41 0 59 RL 0 45 -7 63 13 85 0 55 LS 0 22 0 01 13 85 0 00 LS 0 00 Cb LS LL MS RL RS 1 2 5 2 5 2 5 0 0 2 5 2 5 1 00 1 00 1 00 1 00 1 00 2 10 8 8 0 8 0 8 0 8 0 2 9 1 00 1 00 1 00 1 67 1 00 3 25 0 2 9 1 1 0 0 3 4 1 9 1 00 1 67 1 00 1 67 1 00 4 25 0 1 9 3 8 0 0 3 4 1 9 1 00 1 67 1 00 1 67 1 00 5 25 0 1 9 3 3 0 0 3 5 1 9 1 00 1 67 1 00 1 67 1 00 6 25 0 1 9 3 4 0 0 3 1 1 9 1 00 1 67 1 00 1 67 1 00 7 25 0 1 9 3 4 0 0 3 7 2 9 1 00 1 67 1 00 1 67 1 00 8 24 7 2 9 2 4 0 0 0 0 19 4 1 00 1 67 1 00 1 00 1 00 9 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 modify Date 8/8/2008 Designed By JRS Checked By 8/ 5/08 8 27am Mom +Shr Deflection(in) Calc Allow 0 04 0 06 0 68 -0 45 0 50 0 54 -0 33 0 82 0 04 Available Reduction Factor Out In 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 Page 172 Of 446 r r zall■ Ill HCI STEEL BUILDING SYSTEMS, INC. 4050 Purlin Design Report (Surface 3) LOAD COMBINATION 4 DL +CL +0 75SL +0 75WP PURLIN ANALYSIS Span Left Id Sup 1 0 00 2 0 38 3 2 13 4 2 28 5 2 23 6 2 28 7 2 14 8 2 69 9 0 06 STRENGTH /DEFLECTION Span Id 1 2 3 4 5 6 7 8 9 6 1 15 1 05 7 1 05 1 06 8 0 75 RS RL RL LL RL LL RL LL LS Job No 4050 Customer I Clallum Builders Exc Inc Description Westport Shipyard Cabinet 0 59 0 54 0 54 0 38 0 38 Shear(k) Left Right Right Lap Lap Sup -0 45 -1 05 -1 57 1 61 -2 03 -2 37 1 95 -1 88 -2 21 1 89 -1 93 -2 27 1 94 -1 88 -2 22 1 80 -1 84 -2 36 2 17 -1 75 0 00 Shear(k) Loc Calc Allow UC Loc 0 45 3 24 0 14 RS 1 05 3 24 0 33 RL -2 03 3 24 0 63 RL 1 95 3 24 0 60 LL 1 93 3 24 0 60 RL 1 94 3 24 0 60 LL 1 84 3 24 0 57 RL 2 17 9 34 0 23 MS 0 06 9 34 0 01 LS Left Left Sup Lap Moment (f -k) modify 0 00 0 00 0 00 0 56 0 56 0 17 2 10 3 25 7 03 7 03 1 65 -5 58 11 84 5 88 10 01 10 01 6 04 -4 47 12 69 5 32 9 16 9 16 5 29 -4 69 12 41 5 64 9 57 9 57 5 61 -4 88 12 68 4 94 8 78 8 78 5 09 -3 90 11 87 5 55 11 59 11 59 4 61 -8 49 14 94 0 01 0 01 0 00 0 33 0 00 Calc Allow UC Loc UC 0 56 8 41 0 07 RS 0 02 3 25 7 27 0 45 RS 0 23 5 88 8 41 0 70 RL 0 64 6 04 8 41 0 72 LL 0 66 5 64 8 41 0 67 RL 0 59 5 61 8 41 0 67 LL 0 58 5 55 8 41 0 66 RL 0 56 -8 49 13 85 0 61 LS 0 27 0 01 13 85 0 00 LS 0 00 Date 8/8/2008 Designed By JRS Checked By 8/ 5/08 8 27am Moment(f -k) MidSpan Right Right Mom Loc Lap Sup Mom +Shr Deflection(in) Calc Allow -0 04 0 07 0 76 0 50 0 56 0 60 0 37 0 91 0 05 Page 173 Of 446 I r r E HC STEEL BUILDING SYSTEMS. 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Job No 4050 4050 Purlin Design Report (Surface 3) UNBRACE LENGTHS Span Minor Id Major LS LL MS RL RS LAP BOLT SHEAR /BEARING Bolt 0 500 (A325) Span Lap_Shear(k) Shear Ratio Id Left Right Left Right 2 0 61 0 31 3 0 61 1 33 0 31 0 68 4 1 33 1 22 0 68 0 62 5 1 22 1 28 0 62 0 65 6 1 28 1 17 0 65 0 60 7 1 17 1 18 0 60 0 42 8 0 84 0 43 LOAD COMBINATION 5 0 6DL +WS PURLIN ANALYSIS Shear(k) Cb modify Customer Clallum Builders Exc Inc Date 1 8/8/2008 Description Westport Shipyard Cabinet Designed By JRS Checked By LS LL MS RL RS 1 2 5 2 5 2 5 2 5 2 5 2 5 1 00 1 00 1 00 1 00 1 00 2 10 8 8 0 8 0 8 0 8 0 2 9 1 00 1 00 1 00 1 67 1 00 3 25 0 2 9 1 1 0 0 3 4 1 9 1 00 1 67 1 00 1 67 1 00 4 25 0 1 9 3 8 0 0 3 4 1 9 1 00 1 67 1 00 1 67 1 00 5 25 0 1 9 3 3 0 0 3 5 1 9 1 00 1 67 1 00 1 67 1 00 6 25 0 1 9 3 4 0 0 3 1 1 9 1 00 1 67 1 00 1 67 1 00 7 25 0 1 9 3 4 0 0 3 7 2 9 1 00 1 67 1 00 1 67 1 00 8 24 7 2 9 2 4 0 0 0 0 19 4 1 00 1 67 1 00 1 00 1 00 9 0 3 0 3 0 3 0 0 0 3 0 3 1 00 1 00 1 00 1 00 1 00 Moment (f -k) 8/ 5/08 8 27am Available Reduction Factor Out In 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 Page 174 Of 446 r r C HCI STEEL BUILDING SYSTEMS. INC. 4050 Purlin Design Report (Surface 3) Span Id STRENGTH /DEFLECTION Span Id 1 2 3 4 5 6 7 8 9 UNBRACE LENGTHS Span Left Left Right Right Sup Lap Lap Sup 1 0 00 2 -0 25 3 -1 21 -0 92 4 -1 29 -1 10 5 -1 27 -1 07 6 -1 29 -1 10 7 -1 21 -1 02 8 -1 53 -1 24 9 -0 03 RS RL RL LL RL LL RL LL LS Shear(k) Job No Customer Description 0 62 1 15 1 06 1 09 1 07 1 05 0 25 0 91 1 34 1 26 1 28 1 26 1 34 1 04 0 00 Loc Calc Allow UC Loc 0 25 3 24 0 08 RS 0 62 3 24 0 19 RS 1 15 3 24 0 36 MS 1 10 3 24 0 34 MS 1 09 3 24 0 34 MS 1 10 3 24 0 34 MS 1 05 3 24 0 32 RL 1 24 9 34 0 13 MS 0 03 9 34 0 00 LS Minor Id Major LS LL MS RL RS 4050 Clallum Builders Exc Inc Westport Shipyard Cabinet Left Sup 0 00 0 32 4 01 -0 96 -5 67 -3 42 5 19 -3 00 5 43 -3 18 4 96 -2 88 -6 62 -2 63 0 01 Moment (f -k) Left MidSpan Right Right Lap Mom Loc Lap Sup Calc Allow UC Loc UC -0 32 8 41 0 04 RS 0 01 2 01 8 41 0 24 RS 0 08 3 15 5 89 0 54 RL 0 21 2 54 5 89 0 43 LL 0 21 2 66 5 89 0 45 RL 0 19 2 77 5 89 0 47 LL 0 19 3 19 8 41 0 38 RL 0 18 4 92 9 70 0 51 LS 0 09 0 01 13 85 0 00 LS 0 00 Cb modify Date Designed By Checked By LS LL MS RL RS 1 2 5 2 5 0 0 2 5 0 0 0 0 1 00 1 00 1 00 1 00 1 00 2 10 8 0 0 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 67 1 00 3 25 0 0 0 0 0 15 7 0 0 0 0 1 00 1 67 1 00 1 67 1 00 4 25 0 0 0 0 0 14 1 0 0 0 0 1 00 1 67 1 00 1 67 1 00 5 25 0 0 0 0 0 14 4 0 0 0 0 1 00 1 67 1 00 1 67 1 00 6 25 0 0 0 0 0 14 8 0 0 0 0 1 00 1 67 1 00 1 67 1 00 8/8/2008 JRS 8/ 5/08 8 27am 0 00 0 00 -0 32 -0 03 2 36 -1 81 -4 01 3 15 11 85 -3 33 -5 67 2 54 12 69 -3 02 -5 19 2 66 12 41 -3 20 -5 43 2 77 12 68 -2 79 -4 96 2 20 11 85 -3 19 -6 62 4 92 14 69 -0 01 0 00 0 33 0 00 Mom +Shr Deflection(in) Calc Allow 0 02 0 04 0 43 0 29 0 31 0 34 0 21 0 53 0 03 Available Reduction Factor Out In 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 Page 175 Of 446 Ili 1 Customer Clallum Builders Exc Inc (Description Westport Shipyard Cabinet HCI STEEL BUILDING SYSTEMS, INC. 4050 Purlin Design Report (Surface 3) 7 25 0 0 0 0 0 13 1 0 0 0 0 1 00 1 67 1 00 1 67 1 00 1 00 0 70 8 24 7 0 0 0 0 19 4 19 4 0 0 1 00 1 67 1 00 1 00 1 00 1 00 0 70 9 0 3 0 0 0 0 0 0 0 0 0 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 35 0 18 3 0 35 0 76 0 18 0 39 4 0 76 0 69 0 39 0 35 5 0 69 0 72 0 35 0 37 6 0 72 0 66 0 37 0 34 7 0 66 0 67 0 34 0 24 8 0 48 0 24 LOAD COMBINATION 6 DL +CL +SL /2 +AUX3 PURLIN ANALYSIS Job No 4050 modify Date Designed By Checked By 8/8/2008 JRS 8/ 5/08 8 27am 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 43 0 00 0 00 0 00 0 54 2 0 31 -1 07 -1 57 0 54 0 26 1 80 3 57 7 37 3 2 15 1 65 -1 87 -2 20 7 37 1 91 -5 89 12 35 4 21 8 03 4 1 52 1 31 -1 08 -1 29 8 03 5 39 -2 20 13 49 3 02 5 25 5 1 37 1 16 -1 23 -1 44 5 25 2 88 -3 11 12 19 3 61 6 11 6 1 43 1 22 -1 17 -1 38 6 11 3 62 -3 01 12 73 3 06 5 45 7 1 33 1 12 -1 16 -1 48 5 45 3 15 -2 45 11 86 3 48 7 26 8 1 68 1 36 -1 09 7 26 2 89 -5 31 14 95 0 01 9 0 04 0 00 0 01 0 00 0 33 0 00 Page 176 Of 446 r r L HCI STEEL BUILDING SYSTEMS. 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RS RL RL LL RL LL RL LL LS Span Id 1 2 3 4 5 6 7 8 9 4050 Purlin Design Report (Surface 3) STRENGTH /DEFLECTION UNBRACE LENGTHS 2 0 64 Shear (k) LAP BOLT SHEAR /BEARING Bolt 0 500 (A325) Job No 4050 Customer Clallum Builders Exc Inc Description Westport Shipyard Cabinet Loc Calc Allow UC Loc 0 43 3 24 0 13 RS 1 07 3 24 0 33 RL 1 87 3 24 0 58 MS 1 31 3 24 0 40 LL -1 23 3 24 0 38 RL 1 22 3 24 0 38 LL 1 16 3 24 0 36 RL 1 36 9 34 0 15 MS 0 04 9 34 0 00 LS Span Minor Id Major LS LL MS RL RS Span Lap_Shear(k) Shear_Ratio Id Left Right Left Right 0 33 Moment (f -k) modify Date Designed By JRS Checked By 8/8/2008 8/ 5/08 8 27am Mom +Shr Deflection(in) Calc Allow UC Loc UC Calc Allow 0 54 8 41 0 06 RS 0 02 3 57 7 27 0 49 RS 0 25 -5 89 8 41 0 70 RL 0 38 5 39 8 41 0 64 LL 0 47 3 61 8 41 0 43 RL 0 24 3 62 8 41 0 43 LL 0 24 3 48 8 41 0 41 RL 0 22 -5 31 13 85 0 38 LS 0 11 0 01 13 85 0 00 LS 0 00 Cb LS LL MS RL RS 1 2 5 2 5 2 5 0 0 2 5 2 5 1 00 1 00 1 00 1 00 1 00 2 10 8 8 0 8 0 8 0 8 0 2 9 1 00 1 00 1 00 1 67 1 00 3 25 0 2 9 1 2 0 0 2 5 1 9 1 00 1 67 1 00 1 67 1 00 4 25 0 1 9 5 4 0 0 3 4 1 9 1 00 1 67 1 00 1 67 1 00 5 25 0 1 9 2 9 0 0 3 5 1 9 1 00 1 67 1 00 1 67 1 00 6 25 0 1 9 3 5 0 0 3 1 1 9 1 00 1 67 1 00 1 67 1 00 7 25 0 1 9 3 4 0 0 3 7 2 9 1 00 1 67 1 00 1 67 1 00 8 24 7 2 9 2 4 0 0 0 0 19 4 1 00 1 67 1 00 1 00 1 00 9 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 05 0 08 0 86 0 16 0 39 -0 37 0 23 -0 57 0 03 Available Reduction Factor Out In 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 Page 177 Of 446 E 1-1_. 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INC. 3 0 64 1 07 0 33 0 55 4 1 07 0 70 0 55 0 36 5 0 70 0 81 0 36 0 42 6 0 81 0 73 0 42 0 37 7 0 73 0 74 0 37 0 27 8 0 52 0 27 PURLIN ANALYSIS STRENGTH /DEFLECTION Job No Customer 4050 Clallum Builders Exc Inc Description Westport Shipyard Cabinet 4050 Purlin Design Report (Surface 3) LOAD COMBINATION 7 DL +CL +SL /2 +AUX4 modify Date 1 8/8/2008 Designed Byl JRS Checked By 8/ 5/08 8 27am 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 28 0 00 0 00 0 00 0 35 2 0 05 -0 84 -1 17 0 35 0 34 0 47 3 49 6 37 3 2 02 1 52 -2 00 -2 33 6 37 1 28 -5 38 11 62 6 13 10 18 4 2 29 1 97 -1 73 -2 06 10 18 6 19 -4 91 13 18 3 70 7 25 5 1 47 1 26 -1 13 -1 34 7 25 4 69 -2 40 13 09 3 26 5 58 6 1 41 1 19 -1 20 -1 41 5 58 3 14 -3 20 12 49 3 16 5 60 7 1 34 1 13 -1 15 -1 47 5 60 3 28 -2 40 11 92 3 45 7 22 8 1 68 1 36 -1 10 7 22 2 85 -5 32 14 93 0 01 9 0 04 0 00 0 01 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 28 3 24 0 09 RS 0 35 8 41 0 04 RS 0 01 -0 05 2 RL \-0 84 3 24 0 26 RL 3 49 7 27 0 48 RL 0 20 0 09 3 RL -2 00 3 24 0 62 RL 6 13 8 41 0 73 RL 0 68 -0 72 4 LL 1 97 3 24 0 61 LL 6 19 8 41 0 74 LL 0 69 -0 62 5 LL 1 26 3 24 0 39 LL 4 69 8 41 0 56 LL 0 37 -0 22 6 RL -1 20 3 24 0 37 MS -3 20 8 41 0 38 RL 0 19 -0 41 7 RL -1 15 3 24 0 35 RL 3 45 8 41 0 41 RL 0 22 -0 22 Page 178 Of 446 r I d NCI STEEL BUILDING SYSTEMS, INC. UNBRACE LENGTHS Span Id Major LAP BOLT SHEAR /BEARING Bolt 0 500 (A325) Job No 8 LL 1 36 9 34 0 15 MS 9 LS 0 04 9 34 0 00 LS Span Lap_Shear(k) Shear Ratio Id Left Right Left Right 2 0 55 0 28 3 0 55 1 36 0 28 0 69 4 1 36 0 97 0 69 0 49 5 0 97 0 74 0 49 0 38 6 0 74 0 75 0 38 0 38 7 0 75 0 74 0 38 0 26 8 0 52 0 27 4050 LOAD COMBINATION 8 DL +CL +SL /2 +AUX5 Customer I Clallum Builders Exc Inc Description Westport Shipyard Cabinet 4050 Purlin Design Report (Surface 3) -5 32 13 85 0 38 LS 0 10 0 01 13 85 0 00 LS 0 00 Minor Cb LS LL MS RL RS LS LL MS RL RS 1 2 5 2 5 2 5 2 5 2 5 2 5 1 00 1 00 1 00 1 00 1 00 2 10 8 8 0 8 0 8 0 8 0 2 9 1 00 1 00 1 00 1 67 1 00 3 25 0 2 9 0 9 0 0 3 6 1 9 1 00 1 67 1 00 1 67 1 00 4 25 0 1 9 3 8 0 0 2 4 1 9 1 00 1 67 1 00 1 67 1 00 5 25 0 1 9 4 7 0 0 3 5 1 9 1 00 1 67 1 00 1 67 1 00 6 25 0 1 9 3 1 0 0 3 1 1 9 1 00 1 67 1 00 1 67 1 00 7 25 0 1 9 3 5 0 0 3 7 2 9 1 00 1 67 1 00 1 67 1 00 8 24 7 2 9 2 3 0 0 0 0 19 5 1 00 1 67 1 00 1 00 1 00 9 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 modify Date 8/8/2008 Designed By JRS Checked By 8/ 5/08 8 27am -0 57 0 03 Available Reduction Factor Out In 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 Page 179 Of 446 Span Id 1 2 3 4 5 6 7 8 9 NCI STEEL BUILDING SYSTEMS. INC. 4050 Purlin Design Report (Surface 3) PURLIN ANALYSIS Span Left Id Sup 1 0 00 2 0 29 3 1 25 4 2 09 5 2 27 6 1 50 7 1 31 8 1 69 9 0 04 STRENGTH /DEFLECTION RS RL RL RL LL LL RL LL LS UNBRACE LENGTHS Span Id Major 1 2 5 2 10 8 3 25 0 Job No 111 1 Customer Description Shear(k) Left Right Right Lap Lap Sup -0 28 -0 61 -0 93 0 93 -1 35 -1 56 1 77 -1 93 -2 25 1 94 -1 76 -2 08 1 29 -1 10 -1 31 1 10 -1 17 -1 50 1 36 -1 09 0 00 Shear(k) Loc Calc Allow UC Loc 0 28 3 24 0 09 RS 0 61 3 24 0 19 RS 1 35 3 24 0 42 RL 1 93 3 24 0 60 RL 1 94 3 24 0 60 LL 1 29 3 24 0 40 LL 1 17 3 24 0 36 RL 1 36 9 34 0 15 MS 0 04 9 34 0 00 LS 4050 Clallum Builders Exc Inc Westport Shipyard Cabinet Left Left Sup Lap Moment (f -k) modify Date 0 00 0 00 0 00 0 35 0 35 -0 01 2 53 1 64 3 86 3 86 0 74 -3 08 11 11 5 05 7 78 7 78 4 16 -4 83 12 04 5 86 9 78 9 78 5 83 -4 99 13 03 3 88 7 47 7 47 4 86 -2 55 13 35 2 83 5 09 5 09 2 82 -2 60 11 69 3 53 7 37 7 37 2 99 -5 26 14 99 0 01 0 01 0 00 0 33 0 00 Calc Allow UC Loc UC 0 35 8 41 0 04 RS 0 01 1 93 8 41 0 23 RS 0 07 5 05 8 41 0 60 RL 0 43 5 86 8 41 0 70 RL 0 62 5 83 8 41 0 69 LL 0 62 4 86 8 41 0 58 LL 0 40 3 53 8 41 0 42 RL 0 23 -5 26 13 85 0 38 LS 0 11 0 01 13 85 0 00 LS 0 00 Designed By JRS Checked By 0 02 0 03 0 36 0 60 0 64 0 25 0 26 -0 56 0 03 8/8/2008 8/ 5/08 8 27am Moment (f -k) MidSpan Right Right Mom Loc Lap Sup Mom +Shr Deflection(in) Calc Allow Available Reduction Minor Cb Factor LS LL MS RL RS LS LL MS RL RS Out In 2 5 2 5 2 5 2 5 2 5 1 00 1 00 1 00 1 00 1 00 1 00 0 70 2 1 0 0 0 0 5 0 2 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 2 9 0 8 0 0 4 6 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 Page 180 Of 446 HCI STEEL BUILDING SYSTEMS. 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LAP BOLT SHEAR /BEARING Bolt 0 500 (A325) PURLIN ANALYSIS Job No Customer Description LOAD COMBINATION 9 DL +CL +SL /2 +AUX6 2 0 34 0 17 3 0 34 1 04 0 17 0 53 4 1 04 1 30 0 53 0 67 5 1 30 1 00 0 67 0 51 6 1 00 0 68 0 51 0 35 7 0 68 0 75 0 35 0 27 8 0 53 0 27 Span Lap_Shear(k) Shear Ratio Id Left Right Left Right 4050 Clallum Builders Exc Inc Westport Shipyard Cabinet 4050 Purlin Design Report (Surface 3) modify Date 8/8/2008 Designed By JRS Checked By 8/ 5/08 8 27am 4 25 0 1 9 2 7 0 0 3 6 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 5 25 0 1 9 3 6 0 0 2 5 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 6 25 0 1 9 4 7 0 0 3 0 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 7 25 0 1 9 3 0 0 0 3 6 2 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 8 24 7 2 9 2 4 0 0 0 0 19 4 1 00 1 67 1 00 1 00 1 00 1 00 0 70 9 0 3 0 3 0 3 0 3 0 3 0 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 28 0 00 0 00 0 00 0 35 2 0 22 -0 67 -1 00 0 35 0 13 1 98 2 14 4 54 3 1 35 1 03 -1 25 -1 46 4 54 1 11 -3 61 12 03 3 31 5 85 4 1 35 1 14 -1 25 -1 46 5 85 3 51 -2 27 12 01 4 68 7 22 5 2 06 1 74 -1 96 -2 29 7 22 3 66 -5 00 11 85 6 06 10 04 6 2 30 1 97 -1 73 -2 05 10 04 6 04 -5 12 13 20 3 45 6 99 7 1 41 1 20 -1 08 -1 40 6 99 4 53 -1 90 12 57 3 24 6 80 Page 181 Of 446 HCI STEEL BUILDING SYSTEMS. INC. 4050 Purlin Design Report (Surface 3) 8 1 66 1 34 9 0 04 STRENGTH /DEFLECTION Span Id 1 2 3 4 5 6 7 8 9 Loc Calc Allow UC Loc RS RL RL RL RL LL LL LL LS UNBRACE LENGTHS Shear (k) Job No 4050 Customer Clallum Builders Exc Inc Description Westport Shipyard Cabinet 0 28 3 24 0 09 RS 0 67 3 24 0 21 RL 1 25 3 24 0 39 MS 1 25 3 24 0 39 RL 1 96 3 24 0 61 RL 1 97 3 24 0 61 LL 1 20 3 24 0 37 LL 1 34 9 34 0 14 MS 0 04 9 34 0 00 LS Span Minor Id Major LS LL MS RL RS LAP BOLT SHEAR /BEARING Bolt 0 500 (A325) Span Lap Shear(k) Shear Ratio -1 11 6 80 2 48 -5 49 14 78 0 00 0 01 0 00 0 33 Moment (f -k) Cb modify Calc Allow UC Loc UC 0 35 8 41 0 04 RS 0 01 2 14 7 27 0 29 RS 0 10 3 61 8 41 0 43 RL 0 21 4 68 8 41 0 56 RL 0 37 6 06 8 41 0 72 RL 0 66 6 04 8 41 0 72 LL 0 66 4 53 8 41 0 54 LL 0 34 5 49 13 85 0 40 LS 0 09 0 01 13 85 0 00 LS 0 00 LS LL MS RL RS 1 2 5 2 5 2 5 0 0 2 5 2 5 1 00 1 00 1 00 1 00 1 00 2 10 8 8 0 8 0 8 0 8 0 2 9 1 00 1 00 1 00 1 67 1 00 3 25 0 2 9 1 1 0 0 3 1 1 9 1 00 1 67 1 00 1 67 1 00 4 25 0 1 9 3 8 0 0 4 8 1 9 1 00 1 67 1 00 1 67 1 00 5 25 0 1 9 2 4 0 0 3 7 1 9 1 00 1 67 1 00 1 67 1 00 6 25 0 1 9 3 7 0 0 2 3 1 9 1 00 1 67 1 00 1 67 1 00 7 25 0 1 9 4 9 0 0 3 8 2 9 1 00 1 67 1 00 1 67 1 00 8 24 7 2 9 2 0 0 0 0 0 19 8 1 00 1 67 1 00 1 00 1 00 9 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 Date 8/8/2008 Designed By JRS Checked ByI 8/ 5/08 8 27am 0 03 0 05 0 50 0 19 0 64 0 67 -0 11 0 61 0 03 Page 182 Of 446 0 01 0 00 Mom +Shr Deflection(in) Calc Allow Available Reduction Factor Out In 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 HCI STEEL BUILDING SYSTEMS. INC. 4050 Purlin Design Report (Surface 3) Id Left Right Left Right 2 0 39 0 20 3 0 39 0 78 0 20 0 40 4 0 78 0 96 0 40 0 49 5 0 96 1 34 0 49 0 68 6 1 34 0 93 0 68 0 48 7 0 93 0 69 0 48 0 25 8 0 49 0 25 LOAD COMBINATION #10 DL +CL +SL /2 +AUX7 PURLIN ANALYSIS Span Left Id Sup 1 0 00 2 0 24 3 1 33 4 1 45 5 1 32 6 2 09 7 2 20 8 1 75 9 0 04 STRENGTH /DEFLECTION Span Shear(k) Id Loc Calc Allow UC Loc 1 2 3 4 RS RL RL LL Job No 4050 Customer Clallum Builders Exc Inc Description Shear(k) Left Right Right Lap Lap Sup -0 66 1 00 -1 28 1 24 -1 15 1 11 -1 28 1 77 -1 93 1 87 -1 65 1 43 -0 28 3 24 0 09 0 66 3 24 0 20 1 28 3 24 0 39 1 24 3 24 0 38 Westport Shipyard Cabinet Left Sup 0 28 0 00 0 98 0 35 -1 49 4 36 1 36 6 37 -1 49 5 33 2 26 7 48 -2 15 9 50 1 03 8 92 0 00 0 01 modify Date 1 8/8/2008 Designed Byl JRS Checked By 8/ 5/08 8 27am Moment (f -k) Left MidSpan Right Right Lap Mom Loc Lap Sup 0 00 0 00 0 35 0 10 2 13 2 01 4 36 1 01 -3 46 11 78 3 78 6 37 3 85 -2 95 12 87 2 97 5 33 3 05 -2 42 11 73 4 88 7 48 3 86 -5 12 12 04 5 58 9 50 5 68 -4 38 12 63 3 46 8 92 4 36 -4 67 15 55 0 01 0 00 0 33 0 00 Moment(f -k) Mom +Shr Deflection(in) Calc Allow UC Loc UC Calc Allow RS 0 35 8 41 0 04 RS 0 01 -0 03 RL 2 01 7 27 0 28 RS 0 09 0 04 RL 3 78 8 41 0 45 RL 0 26 -0 46 LL 3 85 8 41 0 46 LL 0 27 -0 35 Page 183 Of 446 Ili HC STEEL BUILDING SYSTEMS. INC. 4050 Purlin Design Report (Surface 3) 5 RL 6 RL 7 LL 8 LL 9 LS UNBRACE LENGTHS Job No Customer Description -1 28 3 24 0 40 RL -1 93 3 24 0 60 RL 1 87 3 24 0 58 LL 1 43 9 34 0 15 LS 0 04 9 34 0 00 LS Span Minor Id Major LS LL MS RL RS 1 2 5 2 5 2 5 2 5 2 5 2 5 1 00 1 00 1 00 1 00 1 00 2 10 8 8 0 8 0 8 0 8 0 2 9 1 00 1 00 1 00 1 67 1 00 3 25 0 2 9 1 1 0 0 3 5 1 9 1 00 1 67 1 00 1 67 1 00 4 25 0 1 9 3 8 0 0 3 0 1 9 1 00 1 67 1 00 1 67 1 00 5 25 0 1 9 3 3 0 0 4 8 1 9 1 00 1 67 1 00 1 67 1 00 6 25 0 1 9 2 5 0 0 3 4 1 9 1 00 1 67 1 00 1 67 1 00 7 25 0 1 9 3 7 0 0 2 4 2 9 1 00 1 67 1 00 1 67 1 00 8 24 7 2 9 3 6 0 0 0 0 18 2 1 00 1 67 1 00 1 00 1 00 9 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325) Span Lap_Shear(k) Shear_Ratio Id Left Right Left Right 2 0 38 3 0 38 0 85 4 0 85 0 71 5 0 71 1 00 6 1 00 1 27 7 1 27 0 91 8 0 64 0 19 0 19 0 43 0 43 0 36 0 36 0 51 0 51 0 65 0 65 0 33 0 33 4050 LOAD COMBINATION #11 DL +CL +SL /2 +AUX8 Clallum Builders Exc Inc I Date Westport Shipyard Cabinet Cb modify 4 88 8 41 0 58 RL 0 40 5 58 8 41 0 66 RL 0 58 5 68 8 41 0 68 LL 0 59 5 23 13 85 0 38 LS 0 15 0 01 13 85 0 00 LS 0 00 Designed By Checked By LS LL MS RL RS 8/8/2008 JRS 8/ 5/08 8 27am 0 22 -0 67 0 51 -0 44 0 02 Available Reduction Factor Out In 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 Page 184 Of 446 r f Job No 4 Customer (Description Westport Shipyard Cabinet HCI STEEL BUILDING SYSTEMS. 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PURLIN ANALYSIS Span Left Id Sup 1 0 00 2 0 24 3 1 33 4 1 42 5 1 41 6 1 36 7 1 98 8 2 62 9 0 06 STRENGTH /DEFLECTION Span Id 1 2 3 4 5 6 7 8 9 RS RL RL LL LL RL RL LL LS UNBRACE LENGTHS Span Id Major -0 28 -0 66 -0 98 1 01 -1 27 -1 48 1 21 -1 18 -1 39 1 20 -1 19 -1 40 1 14 -1 25 -1 46 1 66 -1 87 -2 37 2 12 -1 67 0 00 Shear(k) 0 28 3 24 0 09 RS -0 66 3 24 0 20 RL -1 27 3 24 0 39 RL 1 21 3 24 0 37 LL 1 20 3 24 0 37 LL -1 25 3 24 0 38 RL 1 87 3 24 0 58 RL 2 12 9 34 0 23 MS 0 06 9 34 0 01 LS 4050 4050 Purlin Design Report (Surface 3) Shear(k) Left Right Right Lap Lap Sup Loc Calc Allow UC Loc Left Left Sup Lap Moment (f -k) modify 0 35 8 41 0 04 RS 0 01 2 04 7 27 0 28 RS 0 09 3 65 8 41 0 43 RL 0 25 3 76 8 41 0 45 LL 0 25 3 37 8 41 0 40 LL 0 21 4 34 8 41 0 52 RL 0 32 5 61 8 41 0 67 RL 0 57 -8 02 13 85 0 58 LS 0 27 0 01 13 85 0 00 LS 0 00 Clallum Builders Exc Inc Date 8/8/2008 Designed Byl JRS Checked By 8/ 5/08 8 27am Moment (f -k) MidSpan Right Right Mom Loc Lap Sup 0 00 0 00 0 00 0 35 0 35 0 11 2 09 2 04 4 40 4 40 1 04 -3 50 11 85 3 65 6 23 6 23 3 76 -2 76 12 64 3 42 5 83 5 83 3 37 -3 07 12 58 3 19 5 61 5 61 3 27 -2 56 12 05 4 34 6 87 6 87 3 46 -4 41 11 39 5 61 11 70 11 70 4 89 -8 02 15 06 0 01 0 01 0 00 0 33 0 00 Mom +Shr Deflection(in) Calc Allow UC Loc UC Calc Allow 0 03 0 04 0 48 -0 31 0 38 0 26 -0 49 0 84 0 04 Available Reduction Minor Cb Factor LS LL MS RL RS LS LL MS RL RS Out In Page 185 Of 446 1 r I L HCI STEEL BUILDING SYSTEMS. INC. 4050 Purlin Design Report (Surface 3) 1 2 5 2 5 2 5 0 0 2 5 2 5 1 00 1 00 1 00 1 00 1 00 1 00 0 70 2 10 8 8 0 8 0 8 0 8 0 2 9 1 00 1 00 1 00 1 67 1 00 1 00 0 70 3 25 0 2 9 1 1 0 0 3 4 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 4 25 0 1 9 3 8 0 0 3 5 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 5 25 0 1 9 3 3 0 0 3 2 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 6 25 0 1 9 3 4 0 0 4 3 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 7 25 0 1 9 2 4 0 0 3 6 2 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 8 24 7 2 9 2 6 0 0 0 0 19 2 1 00 1 67 1 00 1 00 1 00 1 00 0 70 9 0 3 0 3 0 3 0 3 0 3 0 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 38 3 0 38 0 83 4 0 83 0 78 5 0 78 0 75 6 0 75 0 92 7 0 92 1 19 8 0 84 PURLIN ANALYSIS Span Left Id Sup 1 0 00 2 0 56 3 1 35 4 1 42 Job No Customer I Clallum Builders Exc Inc Description Westport Shipyard Cabinet 0 20 0 20 0 42 0 42 0 40 0 40 0 38 0 38 0 47 0 47 0 43 0 43 4050 LOAD COMBINATION #12 DL +CL +SL /2 +AUX1 Shear(k) Left Right Right Lap Lap Sup -0 43 -0 82 -1 32 1 02 -1 26 -1 47 1 21 -1 18 -1 39 Left Left Sup Lap 0 00 0 54 4 66 6 19 0 00 0 00 -0 36 3 23 1 26 -3 38 11 96 3 71 -2 82 12 66 modify Date Designed By Checked By 8/ 5/08 8 27am Moment (f -k) MidSpan Right Right Mom Loc Lap Sup 1 58 3 63 3 34 8/8/2008 JRS Page 186 Of 446 0 54 4 66 6 19 5 75 r r r t HCI STEEL BUILDING SYSTEMS. INC. 4050 5 1 40 1 19 6 1 43 1 21 7 1 34 1 12 8 1 68 1 36 9 0 04 STRENGTH /DEFLECTION Span Shear(k) Id Loc Calc Allow UC Loc 1 RS -0 43 2 RL -0 82 3 RL -1 26 4 LL 1 21 5 RL -1 20 6 LL 1 21 7 RL -1 15 8 LL 1 36 9 LS 0 04 UNBRACE LENGTHS 3 3 3 3 3 3 3 9 9 Span Minor Id Major LS LL MS RL RS 1 2 5 2 5 2 5 .0 0 2 5 2 5 2 10 8 1 2 0 0 0 0 2 7 2 9 3 25 0 2 9 1 3 0 0 3 4 1 9 4 25 0 1 9 3 7 0 0 3 4 1 9 5 25 0 1 9 3 3 0 0 3 5 1 9 6 25 0 1 9 3 4 0 0 3 1 1 9 7 25 0 1 9 3 4 0 0 3 7 2 9 8 24 7 2 9 2 4 0 0 0 0 19 4 9 0 3 0 3 0 3 0 3 0 3 0 3 LAP BOLT SHEAR /BEARING Job No Customer Description Purlin Design Report (Surface 3) 1 20 -1 42 5 75 3 33 -2 93 12 42 3 52 5 98 1 18 -1 39 5 98 3 50 -3 06 12 67 3 09 5 49 -1 15 -1 48 5 49 3 18 -2 44 11 87 3 47 7 25 -1 09 7 25 2 88 -5 31 14 94 0 01 0 00 0 01 0 00 0 33 0 00 24 24 24 24 24 24 24 34 34 0 0 0 0 0 0 0 0 0 13 25 39 37 37 38 36 15 00 4050 Clallum Builders Exc Westport Shipyard Cabinet RS RS RL LL RL LL RL MS LS Moment (f -k) Calc Allow 0 54 2 33 3 63 3 71 3 52 3 50 3 47 -5 31 0 01 Inc Mom +Shr UC Loc UC 8 41 0 06 RS 0 02 8 41 0 28 RS 0 12 8 41 0 43 RL 0 25 8 41 0 44 LL 0 25 8 41 0 42 RL 0 23 8 41 0 42 LL 0 23 8 41 0 41 RL 0 22 13 85 0 38 LS 0 11 13 85 0 00 LS 0 00 Cb modify 1 Date Designed By Checked By LS LL MS RL RS 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 67 1 00 1 00 1 67 1 00 1 67 1 00 1 00 1 67 1 00 1 67 1 00 1 00 1 67 1 00 1 67 1 00 1 00 1 67 1 00 1 67 1 00 1 00 1 67 1 00 1 67 1 00 1 00 1 67 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 8/8/2008 JRS 8/ 5/08 8 27am Deflection(in) Calc Allow -0 0 0 0 0 0 0 0 0 01 02 45 32 35 38 23 57 03 Available Reduction Factor Out In 1 00 0 70 1 1 1 1 1 1 1 1 00 00 00 00 00 00 00 00 0 0 0 0 0 0 0 0 Page 187 Of 446 70 70 70 70 70 70 70 70 r r A HCI STEEL BUILDING SYSTEMS. 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PURLIN ANALYSIS 4050 Purlin Design Report (Surface 3) Bolt 0 500 (A325) Span Lap_Shear(k) Shear_Ratio Id Left Right Left Right 2 0 41 0 21 3 0 41 0 82 0 21 0 42 4 0 82 0 77 0 42 0 39 5 0 77 0 80 0 39 0 41 6 0 80 0 73 0 41 0 37 7 0 73 0 74 0 37 0 27 8 0 52 0 27 LOAD COMBINATION #13 DL +CL +SL /2 +AUX2 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 28 0 00 0 00 0 00 0 35 2 0 24 -0 66 -0 98 0 35 0 10 2 10 2 03 4 39 3 1 33 1 01 -1 27 -1 48 4 39 1 03 -3 48 11 83 3 69 6 27 4 1 43 1 22 -1 17 -1 38 6 27 3 79 -2 81 12 71 3 29 5 69 5 1 39 1 18 -1 21 -1 42 5 69 3 28 -2 88 12 34 3 67 6 14 6 1 46 1 24 -1 15 -1 36 6 14 3 61 -3 27 12 94 2 57 4 91 7 1 23 1 02 -1 26 -1 59 4 91 2 81 -1 77 10 90 5 31 9 41 8 2 53 2 03 -1 76 9 41 2 86 -8 94 14 52 0 01 9 0 06 0 00 0 01 0 00 0 33 0 00 STRENGTH /DEFLECTION Job No Customer Description 4050 Clallum Builders Exc Inc Westport Shipyard Cabinet modify Date 8/8/2008 Designed By JRS Checked By 8/ 5/08 8 27am 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 28 3 24 0 09 RS 0 35 8 41 0 04 RS 0 01 -0 03 Page 188 Of 446 r Job No _4050 modify Customer I- Clallum Builders Exc Inc Date 8/8/2008 (Description Westport Shipyard Cabinet Designed By JRS 2 RL 3 RL 4 LL 5 RL 6 LL 7 RL 8 LL 9 LS HCI STEEL BUILDING SYSTEMS. 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Checked By 4050 Purlin Design Report (Surface 3) UNBRACE LENGTHS 1 2 5 2 10 8 3 25 0 4 25 0 5 25 0 6 25 0 7 25 0 8 24 7 9 0 3 2 0 38 3 0 38 0 84 4 0 84 0 76 5 0 76 0 82 6 0 82 0 66 7 0 66 0 96 8 0 68 0 66 3 24 0 20 RL 1 27 3 24 0 39 RL 1 22 3 24 0 38 LL 1 21 3 24 0 37 RL 1 24 3 24 0 38 LL 1 26 3 24 0 39 RL 2 03 9 34 0 22 MS 0 06 9 34 0 01 LS Span Minor Id Major LS LL MS RL RS LAP BOLT SHEAR /BEARING Bolt 0 500 (A325) Span Lap_Shear(k) Shear_Ratio Id Left Right Left Right 0 20 0 20 0 43 0 43 0 39 0 39 0 42 0 42 0 33 0 33 0 34 0 35 2 03 7 27 0 28 RS 0 09 3 69 8 41 0 44 RL 0 25 3 79 8 41 0 45 LL 0 26 3 67 8 41 0 44 RL 0 24 3 61 8 41 0 43 LL 0 24 5 31 8 41 0 63 RL 0 46 -8 94 13 85 0 65 LS 0 18 0 01 13 85 0 00 LS 0 00 Cb LS LL MS RL RS 2 5 2 5 0 0 2 5 2 5 1 00 1 00 1 00 1 00 1 00 8 0 8 0 8 0 8 0 2 9 1 00 1 00 1 00 1 67 1 00 2 9 1 1 0 0 3 4 1 9 1 00 1 67 1 00 1 67 1 00 1 9 3 8 0 0 3 3 1 9 1 00 1 67 1 00 1 67 1 00 1 9 3 3 0 0 3 6 1 9 1 00 1 67 1 00 1 67 1 00 1 9 3 4 0 0 2 6 1 9 1 00 1 67 1 00 1 67 1 00 1 9 3 4 0 0 5 6 2 9 1 00 1 67 1 00 1 67 1 00 2 9 1 5 0 0 0 0 20 3 1 00 1 67 1 00 1 00 1 00 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 8/ 5/08 8 27am 0 04 0 47 -0 32 0 33 -0 43 0 05 1 03 0 05 Available Reduction Factor Out In 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 Page 189 Of 446 r r HCI STEEL BUILDING SYSTEMS, INC. PURLIN ANALYSIS Span Left Id Sup 1 0 00 2 0 04 3 2 04 4 2 21 5 2 15 6 2 20 7 2 06 8 2 59 9 0 06 STRENGTH /DEFLECTION Span Shear(k) Id Loc Calc Allow UC Loc 1 RS 2 RL 3 RL 4 LL 5 RL 6 LL 7 RL 8 LL 9 LS UNBRACE LENGTHS Job No 4050 modify Customer Clallum Builders Exc Inc Date Description Westport Shipyard Cabinet I Designed By Checked By 4050 Purlin Design Report (Surface 3) LOAD COMBINATION #14 DL +CL +SL -1 OAUX1 Shear(k) Left Right Right Lap Lap Sup -0 28 -0 85 -1 18 1 54 -1 97 -2 30 1 88 -1 81 -2 13 1 83 -1 86 -2 19 1 87 -1 81 -2 14 1 74 -1 78 -2 28 2 09 -1 69 0 00 0 28 3 24 0 09 RS 0 85 3 24 0 26 RL 1 97 3 24 0 61 RL 1 88 3 24 0 58 LL 1 86 3 24 0 57 RL 1 87 3 24 0 58 LL 1 78 3 24 0 55 RL 2 09 9 34 0 22 MS 0 06 9 34 0 01 LS Left Left Sup Lap Moment (f -k) 0 35 8 41 0 04 RS 0 01 3 59 7 27 0 49 RL 0 21 5 72 8 41 0 68 RL 0 61 5 90 8 41 0 70 LL 0 62 5 44 8 41 0 65 RL 0 55 5 42 8 41 0 64 LL 0 55 5 35 8 41 0 64 RL 0 52 -8 19 13 85 0 59 LS 0 25 0 01 13 85 0 00 LS 0 00 8/8/2008 JRS 8/ 5/08 8 27am Moment (f -k) MidSpan Right Right Mom Loc Lap Sup 0 00 0 00 0 00 0 35 0 35 0 34 0 34 3 59 6 51 6 51 1 36 -5 49 11 76 5 72 9 73 9 73 5 90 -4 29 12 71 5 12 8 82 8 82 5 09 -4 53 12 40 5 44 9 24 9 24 5 42 -4 71 12 68 4 76 8 46 8 46 4 91 -3 77 11 87 5 35 11 19 11 19 4 45 -8 19 14 94 0 01 0 01 0 00 0 33 0 00 Mom +Shr Deflection(in) Calc Allow UC Loc UC Calc Allow ,0 06 0 09 0 75 0 48 0 54 0 58 0 36 0 88 0 04 Available Reduction Page 190 Of 446 Span Left Id Sup r NCI STEEL BUILDING SYSTEMS, INC. 4050 Purlin Design Report (Surface 3) Span Minor Cb Id Major LS LL MS RL RS LS LL MS RL RS 1 2 5 2 10 8 3 25 0 4 25 0 5 25 0 6 25 0 7 25 0 8 24 7 9 0 3 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325) 2 0 57 3 0 57 1 30 4 1 30 1 18 5 1 18 1 23 6 1 23 1 13 7 1 13 1 14 8 0 81 PURLIN ANALYSIS Job No Customer Description 4050 Clallum Builders Exc Inc Westport Shipyard Cabinet modify Date Designed By Checked By 2 5 2 5 2 5 2 5 2 5 1 00 1 00 1 00 1 00 1 00 8 0 8 0 8 0 8 0 2 9 1 00 1 00 1 00 1 67 1 00 2 9 0 9 0 0 3 4 1 9 1 00 1 67 1 00 1 67 1 00 1 9 3 8 0 0 3 4 1 9 1 00 1 67 1 00 1 67 1 00 1 9 3 3 0 0 3 5 1 9 1 00 1 67 1 00 1 67 1 00 1 9 3 4 0 0 3 1 1 9 1 00 1 67 1 00 1 67 1 00 1 9 3 4 0 0 3 7 2 9 1 00 1 67 1 00 1 67 1 00 2 9 2 4 0 0 0 0 19 4 1 00 1 67 1 00 1 00 1 00 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 Span Lap_Shear(k) Shear_Ratio Id Left Right Left Right 0 29 0 29 0 66 0 66 0 60 0 60 0 63 0 63 0 58 0 58 0 41 0 41 LOAD COMBINATION #15 DL +CL +SL -1 OAUX2 Shear(k) Left Right Right Lap Lap Sup Left Left Sup Lap 1 0 00 -0 43 0 00 0 00 0 00 8/8/2008 JRS 8/ 5/08 8 27am Factor Out In 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 Moment (f -k) MidSpan Right Right Mom Loc Lap Sup Page 191 Of 446 0 54 r r I L HCI STEEL BUILDING SYSTEMS, INC. STRENGTH /DEFLECTION Span Id 1 2 3 4 5 6 7 8 9 RS RL RL LL RL LL LL LL LS UNBRACE LENGTHS Shear (k) Job No 4050 Customer) Clallum Builders Exc Inc Description Westport Shipyard Cabinet 4050 Purlin Design Report (Surface 3) Loc Calc Allow UC Loc 0 43 3 24 0 13 RS -1 02 3 24 0 31 RL 1 96 3 24 0 61 RL 1 87 3 24 0 58 LL -1 85 3 24 0 57 RL 1 85 3 24 0 57 LL 1 84 3 24 0 57 LL 1 43 9 34 0 15 LS 0 04 9 34 0 00 LS Span Minor Id Major LS LL MS RL RS Moment(f -k) Calc Allow UC Loc UC 0 54 8 41 0 06 RS 0 02 3 14 7 27 0 43 RS /0 22 5 67 8 41 0 67 RL 0 60 5 82 8 41 0 69 LL 0 61 5 30 8 41 0 63 RL 0 52 5 31 8 41 0 63 LL 0 53 5 28 8 41 0 63 LL 0 52 5 29 13 85 0 38 LS 0 16 0 01 13 85 0 00 LS 0 00 1 2 5 2 5 2 5 0 0 2 5 2 5 1 00 1 00 1 00 1 00 1 00 2 10 8 8 0 8 0 8 0 8 0 2 9 1 00 1 00 1 00 1 67 1 00 3 25 0 2 9 1 1 0 0 3 4 1 9 1 00 1 67 1 00 1 67 1 00 4 25 0 1 9 3 8 0 0 3 4 1 9 1 00 1 67 1 00 1 67 1 00 5 25 0 1 9 3 3 0 0 3 4 1 9 1 00 1 67 1 00 1 67 1 00 6 25 0 1 9 3 4 0 0 3 4 1 9 1 00 1 67 1 00 1 67 1 00 7 25 0 1 9 3 4 0 0 2 4 2 9 1 00 1 67 1 00 1 67 1 00 8 24 7 2 9 3 7 0 0 0 0 18 1 1 00 1 67 1 00 1 00 1 00 9 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00-' 1 00 1 00 modify Date 8/8/2008 Designed By Checked By JRS 8/ 5/08 8 27am 2 0 36 -1 02 -1 52 0 54 0 16 2 10 3 14 6 78 3 2 05 1 56 -1 96 -2 28 6 78 1 59 -5 38 11 84 5 67 9 64 4 2 20 1 87 -1 81 -2 14 9 64 5 82 -4 30 12 68 5 17 8 88 5 2 16 1 84 -1 85 -2 18 8 88 5 13 -4 58 12 45 5 30 9 08 6 2 17 1 85 -1 84 -2 17 9 08 5 31 -4 50 12 51 5 28 9 04 7 2 17 1 84 -1 67 -2 17 9 04 5 28 -4 52 12 50 3 51 9 03 8 1 75 1 43 -1 02 9 03 4 47 -4 60 15 60 0 01 9 0 04 0 00 0 01 0 00 0 33 0 00 Mom +Shr Deflection(in) Calc Allow -0 04 0 07 0 73 0 48 0 55 0 53 0 54 0 42 0 02 Available Reduction Cb Factor LS LL MS RL RS Out In 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 Page 192 Of 446 HCI STEEL BUILDING SYSTEMS, INC. 4050 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 0 59 0 30 3 0 59 1 29 0 30 0 66 4 1 29 1 18 0 66 0 60 5 1 18 1 21 0 60 0 62 6 1 21 1 21 0 62 0 62 7 1 21 0 92 0 62 0 33 8 0 65 0 33 LOAD COMBINATION #16 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 1 0 00 -0 37 0 00 0 00 0 00 0 47 2 0 23 -0 96 -1 39 0 47 0 29 1 53 3 38 6 77 3 1 92 1 48 -1 55 -1 83 6 77 1 88 -5 47 12 79 2 54 5 70 4 0 80 0 70 -0 39 -0 49 5 70 4 30 -0 47 15 49 1 03 1 86 5 0 60 0 50 -0 59 -0 69 1 86 0 82 -1 64 11 66 1 74 2 94 6 0 66 0 57 -0 53 -0 62 2 94 1 79 -1 33 12 88 1 38 2 45 7 0 61 0 51 -0 53 -0 68 2 45 1 41 -1 14 11 82 1 60 3 33 8 0 77 0 62 -0 50 3 33 1 33 -2 42 14 96 0 00 9 0 02 0 00 0 00 0 00 0 33 0 00 STRENGTH /DEFLECTION Job No 4050 I modify Customer Clallum Builders Exc Inc I Date 8/8/2008 Description Westport Shipyard Cabinet Designed By JRS Checked By 8/ 5/08 8 27am Span Shear(k) Moment(f -k) Mom +Shr Deflection(in) Page 193 Of 446 r r HCI STEEL BUILDING SYSTEMS. 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Job No 4050 4050 Purlin Design Report (Surface 3) Id Loc Calc Allow UC Loc 1 RS -0 37 3 24 0 12 RS 2 RL -0 96 3 24 0 30 RL 3 RL -1 55 3 24 0 48 MS 4 LL 0 70 3 24 0 22 LL 5 RL -0 59 3 24 0 18 RL 6 LL 0 57 3 24 0 17 LL 7 RL -0 53 3 24 0 16 RL 8 LL 0 62 9 34 0 07 MS 9 LS 0 02 9 34 0 00 LS UNBRACE LENGTHS Span Id Major LAP BOLT SHEAR /BEARING Bolt 0 500 (A325) Minor LS LL MS RL RS Span Lap_Shear(k) Shear_Ratio Id Left Right Left Right 2 0 59 3 0 59 0 76 4 0 76 0 25 5 0 25 0 39 6 0 39 0 33 Customer Clallum Builders Exc Inc Description) Westport Shipyard Cabinet 0 30 0 30 0 39 0 39 0 13 0 13 0 20 0 20 0 17 Cb modify Date Calc Allow UC Loc UC 0 47 8 41 0 06 RS 0 02 3 38 7 27 0 47 RS 0 21 5 47 8 41 0 65 LS 0 25 4 30 5 90 0 73 LL 0 28 1 74 8 41 0 21 RL 0 06 1 79 8 41 0 21 LL 0 06 1 60 8 41 0 19 RL 0 05 2 42 13 85 0 17 LS 0 02 0 00 13 85 0 00 LS 0 00 LS LL MS RL RS 1 2 5 2 5 2 5 2 5 2 5 2 5 1 00 1 00 1 00 1 00 1 00 2 10 8 8 0 8 0 8 0 8 0 2 9 1 00 1 00 1 00 1 67 1 00 3 25 0 2 9 1 4 0 0 1 8 1 9 1 00 1 67 1 00 1 67 1 00 4 25 0 1 9 9 3 0 0 3 4 1 9 1 00 1 67 1 00 1 67 1 00 5 25 0 1 9 1 8 0 0 3 5 1 9 1 00 1 67 1 00 1 67 1 00 6 25 0 1 9 3 8 0 0 3 1 1 9 1 00 1 67 1 00 1 67 1 00 7 25 0 1 9 3 3 0 0 3 7 2 9 1 00 1 67 1 00 1 67 1 00 8 24 7 2 9 2 4 0 0 0 0 19 4 1 00 1 67 1 00 1 00 1 00 9 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 Designed By JRS Checked By 8/ 5/08 8 27am Calc Allow 0 05 0 08 0 83 0 10 0 23 -0 15 -0 11 0 26 0 01 8/8/2008 Available Reduction Factor Out In 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 Page 194 Of 446 r Job No 4050 Customer Clallum Builders Exc Inc !Description Westport Shipyard Cabinet HCI STEEL BUILDING SYSTEMS. INC. 4050 Purlin Design Report (Surface 3) 7 0 33 0 34 0 17 0 12 8 0 24 0 12 LOAD COMBINATION #17 DL +CL +1 6AUX4 PURLIN ANALYSIS Span Left Id Sup 1 0 00 2 -0 18 3 1 71 4 2 04 5 0 76 6 0 62 7 0 62 8 0 77 9 0 02 STRENGTH /DEFLECTION Span Id 1 2 3 4 5 6 7 8 9 RS RL RL LL LL RL LL LL LS UNBRACE LENGTHS Shear(k) Left Right Right Lap Lap Sup -0 13 -0 59 -0 74 1 28 -1 75 -2 03 1 76 -1 43 -1 71 0 67 -0 43 -0 52 0 52 -0 57 -0 67 0 52 -0 52 -0 67 0 62 -0 50 0 00 Shear(k) Loc Calc Allow UC Loc 0 13 3 24 0 04 RS 0 59 3 24 0 18 RL 1 75 3 24 0 54 RL 1 76 3 24 0 54 LL 0 67 3 24 0 21 LL 0 57 3 24 0 18 MS 0 52 3 24 0 16 LL 0 62 9 34 0 07 MS 0 02 9 34 0 00 LS Left Left Sup Lap Moment (f -k) 0 16 8 41 0 02 LS 0 00 3 26 7 27 0 45 RL 0 16 5 60 8 41 0 67 RL 0 56 5 59 8 41 0 66 LL 0 56 3 72 7 09 0 52 LL 0 21 1 64 8 41 0 20 RL 0 04 1 61 8 41 0 19 LL 0 05 2 45 13 85 0 18 LS 0 02 0 00 13 85 0 00 LS 0 00 modify Date 8/8/2008 Designed By JRS Checked By 8/ 5/08 8 27am Moment (f -k) MidSpan Right Right Mom Loc Lap Sup 0 00 0 00 0 00 0 16 0 16 0 16 0 00 3 26 5 18 5 18 0 87 -4 63 11 44 5 60 9 14 9 14 5 59 -4 69 13 59 2 11 5 05 5 05 3 72 -0 59 14 81 1 19 2 08 2 08 1 01 -1 64 12 03 1 53 2 69 2 69 1 61 -1 05 12 05 1 56 3 26 3 26 1 27 -2 45 14 90 0 00 0 00 0 00 0 33 0 00 Mom +Shr Deflection(in) Calc Allow UC Loc UC Calc Allow 0 06 0 09 0 61 0 63 0 05 0 23 0 09 0 27 0 01 Page 195 Of 446 NCI STEEL BUILDING SYSTEMS. 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LAP BOLT SHEAR /BEARING Bolt 0 500 (A325) Span Lap_Shear(k) Shear_Ratio Id Left Right Left Right 2 0 45 3 0 45 1 22 4 1 22 0 67 5 0 67 0 28 6 0 28 0 36 7 0 36 0 33 8 0 24 LOAD COMBINATION #18 DL +CL +1 6AUX5 PURLIN ANALYSIS Job No 4050 modify Customer Clallum Builders Exc Inc Date Description Westport Shipyard Cabinet Designed By Checked By 4050 Purlin Design Report (Surface 3) Span Minor Cb Id Major LS LL MS RL RS LS LL MS RL RS 1 2 5 2 5 2 5 2 5 2 5 2 5 1 00 1 00 1 00 1 00 1 00 2 10 8 8 0 8 0 8 0 8 0 2 9 1 00 1 00 1 00 1 67 1 00 3 25 0 2 9 0 7 0 0 3 8 1 9 1 00 1 67 1 00 1 67 1 00 4 25 0 1 9 3 8 0 0 1 6 1 9 1 00 1 67 1 00 1 67 1 00 5 25 0 1 9 8 2 0 0 3 5 1 9 1 00 1 67 1 00 1 67 1 00 6 25 0 1 9 2 2 0 0 3 1 1 9 1 00 1 67 1 00 1 67 1 00 7 25 0 1 9 3 8 0 0 3 7 2 9 1 00 1 67 1 00 1 67 1 00 8 24 7 2 9 2 3 0 0 0 0 19 5 1 00 1 67 1 00 1 00 1 00 9 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 23 0 23 0 62 0 62 0 34 0 34 0 14 0 14 0 18 0 18 0 12 0 12 Shear(k) Moment(f -k) Span Left Left Right Right Left Left MidSpan 8/8/2008 JRS 8/ 5/08 8 27am Available Reduction Factor Out In 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 Right Right Page 196 Of 446 r 1 HCI STEEL BUILDING SYSTEMS, INC. STRENGTH /DEFLECTION Span Shear(k) Id Loc Calc Allow UC Loc 1 RS -0 13 3 24 0 04 RS 2 RL -0 22 3 24 0 07 RS 3 RL -0 71 3 24 0 22 RL 4 RL -1 74 3 24 0 54 RL 5 LL 1 75 3 24 0 54 LL 6 LL 0 68 3 24 0 21 LL 7 RL -0 56 3 24 0 17 RL 8 LL 0 63 9 34 0 07 MS 9 LS 0 02 9 34 0 00 LS UNBRACE LENGTHS Span Id Major 1 2 5 2 10 8 3 25 0 4 25 0 5 25 0 6 25 0 7 25 0 Job No 1 4050 modify Customer! Clallum Builders Exc Inc Date 8/8/2008 Description! Westport Shipyard Cabinet Designed By JRS Checked By 1 0 00 -0 13 0 00 0 00 0 00 0 16 2 0 19 -0 22 -0 37 0 16 -0 18 3 62 0 31 1 16 3 0 48 0 33 -0 71 -0 81 1 16 0 00 -1 06 9 28 3 87 5 30 4 1 72 1 44 -1 74 -2 02 5 30 2 33 -4 58 11 48 5 57 9 10 5 2 03 1 75 -1 43 -1 71 9 10 5 55 -4 68 13 56 2 17 5 12 6 0 77 0 68 -0 42 -0 51 5 12 3 76 -0 69 15 03 0 99 1 87 7 0 58 0 48 -0 56 -0 71 1 87 0 87 -1 37 11 22 1 69 3 51 8 0 78 0 63 -0 49 3 51 1 49 -2 35 15 10 0 00 9 0 02 0 00 0 00 0 00 0 33 0 00 4050 Purlin Design Report (Surface 3) 8/ 5/08 8 27am Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup Minor LS LL MS RL RS Moment (f -k) Calc Allow UC Loc UC 0 16 8 41 0 02 LS 0 00 0 58 8 41 0 07 RS 0 01 3 87 7 73 0 50 RL 0 23 5 57 8 41 0 66 RL 0 55 5 55 8 41 0 66 LL 0 55 3 76 7 26 0 52 LL 0 22 1 69 8 41 0 20 RL 0 05 -2 35 13 85 0 17 LS 0 02 0 00 13 85 0 00 LS 0 00 Cb LS LL MS RL RS 2 5 2 5 2 5 2 5 2 5 1 00 1 00 1 00 1 00 1 00 1 0 0 0 0 0 1 7 2 9 1 00 1 00 1 00 1 67 1 00 2 9 0 0 0 0 7 4 1 9 1 00 1 67 1 00 1 67 1 00 1 9 1 8 0 0 3 8 1 9 1 00 1 67 1 00 1 67 1 00 1 9 3 8 0 0 1 7 1 9 1 00 1 67 1 00 1 67 1 00 1 9 8 0 0 0 2 9 1 9 1 00 1 67 1 00 1 67 1 00 1 9 2 0 0 0 3 6 2 9 1 00 1 67 1 00 1 67 1 00 Mom +Shr Deflection(in) Calc Allow 0 00 0 00 -0 03 0 61 -0 63 0 03 0 16 0 25 0 01 Available Reduction Factor Out In 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 Page 197 Of 446 r H STEEL BUILDING SYSTEMS. INC. 4050 Purlin Design Report (Surface 3) 8 24 7 2 9 2 7 0 0 0 0 19 1 1 00 1 67 1 00 1 00 1 00 1 00 0 70 9 0 3 0 3 0 3 0 3 0 3 0 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 10 0 05 3 0 10 0 71 0 05 0 36 4 0 71 1 21 0 36 0 62 5 1 21 0 68 0 62 0 35 6 0 68 0 25 0 35 0 13 7 0 25 0 36 0 13 0 13 8 0 25 0 13 LOAD COMBINATION #19 DL +CL +1 6AUX6 PURLIN ANALYSIS Job No 4050 modify Customer Clallum Builders Exc Inc Date Description Westport Shipyard Cabinet I Designed By Checked By 8/8/2008 JRS 8/ 5/08 8 27am 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 13 0 00 0 00 0 00 0 16 2 0 09 -0 32 -0 47 0 16 0 09 1 69 1 10 2 24 3 0 64 0 50 -0 55 -0 64 2 24 0 60 -1 80 12 52 1 10 2 21 4 0 53 0 43 -0 66 -0 76 2 21 1 30 -0 53 10 33 3 68 5 00 5 1 70 1 42 -1 76 -2 04 5 00 2 07 -4 68 11 37 5 66 9 22 6 2 05 1 76 -1 42 -1 70 9 22 5 65 -4 74 13 65 1 99 4 91 7 0 74 0 64 -0 40 -0 55 4 91 3 62 -0 35 14 30 1 22 2 59 8 0 74 0 59 -0 53 2 59 0 68 -2 72 14 37 0 00 9 0 02 0 00 0 00 0 00 0 33 0 00 Page 198 Of 446 Span Id 1 2 3 4 5 6 7 8 9 HCI STEEL BUILDING SYSTEMS. 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STRENGTH /DEFLECTION RS RL RL RL RL LL LL LL LS UNBRACE LENGTHS -0 13 0 32 0 55 0 66 1 76 1 76 0 64 0 59 0 02 Bolt 0 500 (A325) Job No Customer Description 3 3 3 3 3 3 3 9 9 24 24 24 24 24 24 24 34 34 0 0 0 0 0 0 0 0 0 LAP BOLT SHEAR /BEARING 04 10 17 20 54 55 20 06 00 1 2 5 2 5 2 5 0 0 2 5 2 5 2 10 8 8 0 8 0 8 0 8 0 2 9 3 25 0 2 9 1 3 0 0 2 2 1 9 4 25 0 1 9 3 9 0 0 8 3 1 9 5 25 0 1 9 1 6 0 0 3 9 1 9 6 25 0 1 9 3 8 0 0 1 5 1 9 7 25 0 1 9 8 7 0 0 4 1 2 9 8 24 7 2 9 1 2 0 0 0 0 20 6 9 0 3 0 3 0 3 0 3 0 3 0 3 Span Lap_Shear(k) Shear_Ratio Id Left Right Left Right 2 0 19 0 10 3 0 19 0 29 0 10 0 15 4050 Clallum Builders Exc Inc Westport Shipyard Cabinet 4050 Purlin Design Report (Surface 3) Shear(k) Moment(f -k) Mom +Shr Loc Calc Allow UC Loc Calc Allow UC Loc UC RS RL MS RL RL LL LL MS LS 0 16 1 10 1 80 3 68 5 66 5 65 3 62 2 72 0 00 1 1 1 1 1 1 1 1 1 8 41 7 27 8 41 6 99 8 41 8 41 6 54 13 85 13 85 00 00 00 00 00 00 00 00 00 1 1 1 1 1 1 1 1 1 0 0 0 0 0 0 0 0 0 02 15 21 53 67 67 55 20 00 LS RS RL RL RL LL LL LS LS 0 0 0 0 0 0 Span Minor Cb Id Major LS LL MS RL RS LS LL MS RL RS 00 00 67 67 67 67 67 67 00 1 1 1 1 1 1 1 1 1 00 00 00 00 00 00 00 00 00 1 1 1 1 1 1 1 1 1 00 67 67 67 67 67 67 00 00 modify Date Designed By Checked By 0 00 0 02 0 03 21 57 57 20 01 00 1 1 1 1 1 1 1 1 1 00 00 00 00 00 00 00 00 00 8/8/2008 JRS 8/ 5/08 8 27am Deflection(in) Calc Allow 0 02 0 03 0 27 0 06 0 63 -0 64 0 09 0 32 0 02 Available Reduction Factor Out In 1 1 1 1 1 1 1 1 1 00 00 00 00 00 00 00 00 00 0 0 0 0 0 0 0 0 0 Page 199 Of 446 70 70 70 70 70 70 70 70 70 r r HCI STEEL BUILDING SYSTEMS. INC. 4050 Purlin Design Report (Surface 3) 4 0 29 0 67 0 15 0 34 5 0 67 1 23 0 34 0 63 6 1 23 0 65 0 63 0 33 7 0 65 0 26 0 33 0 09 8 0 19 0 10 LOAD COMBINATION #20 DL +CL +1 6AUX7 PURLIN ANALYSIS Span Left Id Sup 1 0 00 2 0 11 3 0 60 4 0 69 5 0 52 6 1 72 7 1 99 8 0 88 9 0 02 STRENGTH /DEFLECTION 1 RS 2 RL 3 RL 4 LL 5 RL 6 RL 7 LL 8 LL Job No 4050 Customer Clallum Builders Exc Inc Description! Westport Shipyard Cabinet Shear(k) Left Right Right Lap Lap Sup -0 13 -0 30 -0 44 0 45 -0 59 -0 69 0 59 -0 50 -0 60 0 42 -0 67 -0 77 1 44 -1 74 -2 02 1 71 -1 32 -1 75 0 73 -0 39 0 00 Span Shear(k) Id Loc Calc Allow UC Loc -0 13 3 24 0 04 RS 0 30 3 24 0 09 RL 0 59 3 24 0 18 RL 0 59 3 24 0 18 LL 0 67 3 24 0 21 RL 1 74 3 24 0 54 RL 1 71 3 24 0 53 LL 0 73 9 34 0 08 LL Left Left Sup Lap Moment(f -k) 0 16 8 41 0 02 LS 0 00 0 89 7 27 0 12 RS 0 02 1 84 8 41 0 22 RL 0 06 1 84 8 41 0 22 LL 0 06 3 78 7 05 0 54 RL 0 22 5 39 8 41 0 64 RL 0 52 5 46 8 41 0 65 LL 0 53 3 68 11 98 0 31 LL 0 08 modify Date 8/8/2008 Designed By JRS Checked By 8/ 5/08 8 27am Moment (f -k) MidSpan Right Right Mom Loc Lap Sup 0 00 0 00 0 00 0 16 0 16 0 04 2 21 0 89 1 95 1 95 0 44 -1 54 11 65 1 84 3 04 3 04 1 84 -1 53 13 33 0 94 1 98 1 98 1 10 -0 62 10 04 3 78 5 14 5 14 2 17 -4 75 11 49 5 39 8 93 8 93 5 46 -4 29 13 28 1 57 5 99 5 99 3 68 -1 49 17 05 0 00 0 00 0 00 0 33 0 00 Mom +Shr Deflection(in) Calc Allow UC Loc UC Calc Allow 0 01 0 02 0 20 -0 20 0 05 0 65 0 55 0 04 Page 200 Of 446 r 1 r r E i HCI STEEL BUILDING SYSTEMS, INC. UNBRACE LENGTHS LAP BOLT SHEAR /BEARING Bolt 0 500 (A325) 2 0 17 3 0 17 0 41 4 0 41 0 26 5 0 26 0 68 6 0 68 1 19 7 1 19 0 61 8 0 43 PURLIN ANALYSIS Job No Customer Description 4050 Clallum Builders Exc Inc Westport Shipyard Cabinet 4050 Purlin Design Report (Surface 3) 9 LS 0 02 9 34 0 00 LS 0 00 13 85 0 00 LS 0 00 Span Lap_Shear(k) Shear_Ratio Id Left Right Left Right 0 09 0 09 0 21 0 21 0 13 0 13 0 35 0 35 0 61 0 61 0 22 0 22 LOAD COMBINATION #21 DL +CL +1 6AUX8 modify Date Designed By Checked By Span Minor Cb Id Major LS LL MS RL RS LS LL MS RL RS 1 2 5 2 5 2 5 0 0 2 5 2 5 1 00 1 00 1 00 1 00 1 00 2 10 8 8 0 8 0 8 0 8 0 2 9 1 00 1 00 1 00 1 67 1 00 3 25 0 2 9 1 0 0 0 3 7 1 9 1 00 1 67 1 00 1 67 1 00 4 25 0 1 9 3 7 0 0 2 1 1 9 1 00 1 67 1 00 1 67 1 00 5 25 0 1 9 3 3 0 0 8 2 1 9 1 00 1 67 1 00 1 67 1 00 6 25 0 1 9 1 7 0 0 3 7 1 9 1 00 1 67 1 00 1 67 1 00 7 25 0 1 9 3 8 0 0 1 3 2 9 1 00 1 67 1 00 1 67 1 00 8 24 7 2 9 6 6 0 0 0 0 15 2 1 00 1 67 1 00 1 00 1 00 9 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 JRS 8/ 5/08 8 27am 0 01 8/8/2008 Available Reduction Factor Out In 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 Page 201 Of 446 r HCI STEEL BUILDING SYSTEMS. INC. 4050 Purlin Design Report (Surface 3) Span Left Id Sup 1 0 00 2 0 11 3 0 61 4 0 64 5 0 67 6 0 54 7 1 64 8 2 27 9 0 05 Span Id Major 1 2 5 2 10 8 3 25 0 4 25 0 STRENGTH /DEFLECTION UNBRACE LENGTHS Job No 4050 Customer Clallum Builders Exc Inc Description Westport Shipyard Cabinet Shear(k) Left Right Right Lap Lap Sup -0 13 -0 30 -0 45 0 46 -0 58 -0 67 0 55 -0 55 -0 64 0 57 -0 52 -0 62 0 44 -0 65 -0 75 1 36 -1 67 -2 10 1 84 -1 42 0 00 Span Shear(k) Id Loc Calc Allow UC Loc 1 RS -0 13 3 24 0 04 RS 2 RL -0 30 3 24 0 09 RL 3 RL -0 58 3 24 0 18 RL 4 LL 0 55 3 24 0 17 LL 5 LL 0 57 3 24 0 18 LL 6 RL -0 65 3 24 0 20 RL 7 RL -1 67 3 24 0 52 RL 8 LL 1 84 9 34 0 20 MS 9 LS 0 05 9 34 0 01 LS Minor LS LL MS RL RS Left Left Sup Lap Moment (f -k) Calc Allow UC Loc UC 0 16 8 41 0 02 LS 0 00 0 94 7 27 0 13 RS 0 02 1 64 8 41 0 20 RL 0 05 1 70 8 41 0 20 LL 0 05 1 62 8 41 0 19 LL 0 05 3 42 7 69 0 44 RL 0 18 5 01 8 41 0 60 RL 0 46 -6 77 13 85 0 49 LS 0 21 0 01 13 85 0 00 LS 0 00 Cb LS LL MS RL RS 2 5 2 5 2 5 2 5 2 5 1 00 1 00 1 00 1 00 1 00 8 0 8 0 8 0 8 0 2 9 1 00 1 00 1 00 1 67 1 00 2 9 1 1 0 0 3 3 1 9 1 00 1 67 1 00 1 67 1 00 1 9 3 8 0 0 3 7 1 9 1 00 1 67 1 00 1 67 1 00 modify Date 8/8/2008 Designed By JRS Checked By 8/ 5/08 8 27am Moment (f -k) MidSpan Right Right Mom Loc Lap Sup 0 00 0 00 0 00 0 16 0 16 0 05 2 07 0 94 2 03 2 03 0 48 -1 61 11 88 1 64 2 82 2 82 1 70 -1 22 12 53 1 67 2 78 2 78 1 62 -1 57 13 00 1 07 2 14 2 14 1 22 -0 69 10 49 3 42 4 73 4 73 1 91 -4 30 10 98 5 01 10 43 10 43 4 53 -6 77 15 15 0 01 0 01 0 00 0 33 0 00 Mom +Shr Deflection(in) Calc Allow 0 01 0 02 0 22 0 13 0 21 0 02 0 52 0 70 0 04 Available Reduction Factor Out In 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 Page 202 Of 446 r r HCI STEEL BUILDING SYSTEMS, INC. 4050 Purlin Design Report (Surface 3) 5 25 0 1 9 3 3 0 0 2 3 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 6 25 0 1 9 3 5 0 0 7 5 1 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 7 25 0 1 9 1 5 0 0 3 6 2 9 1 00 1 67 1 00 1 67 1 00 1 00 0 70 8 24 7 2 9 2 8 0 0 0 0 19 0 1 00 1 67 1 00 1 00 1 00 1 00 0 70 9 0 3 0 3 0 3 0 3 0 3 0 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 18 0 09 3 0 18 0 38 0 09 0 19 4 0 38 0 37 0 19 0 19 5 0 37 0 29 0 19 0 15 6 0 29 0 63 0 15 0 32 7 0 63 1 06 0 32 0 38 8 0 75 0 38 LOAD COMBINATION #22 DL +CL +1 6AUX9 PURLIN ANALYSIS Job No 4050 Customer Clallum Builders Exc Inc Description Westport Shipyard Cabinet modify Date 8/8/2008 Designed By JRS Checked By 8/ 5/08 8 27am 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 37 0 00 0 00 0 00 0 47 2 0 74 -0 45 -0 88 0 47 -1 38 4 97 -0 71 1 19 3 0 44 0 29 -0 75 -0 85 1 19 0 14 -0 67 8 50 4 83 6 33 4 1 93 1 65 -1 54 -1 82 6 33 2 98 -6 08 12 87 1 80 4 94 5 0 63 0 53 -0 56 -0 66 4 94 3 86 1 12 12 18 4 20 5 35 6 1 88 1 60 -1 58 -1 86 5 35 2 08 -6 48 12 57 1 88 5 11 7 0 62 0 52 -0 52 -0 67 5 11 4 04 1 38 12 03 4 00 5 70 8 2 08 1 65 -1 62 5 70 0 35 -8 71 13 87 0 01 Page 203 Of 446 HCI STEEL BUILDING SYSTEMS. 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L Span Id 1 2 3 4 5 6 7 8 9 9 0 05 STRENGTH /DEFLECTION RS LS RL LL RL LL LL LL LS UNBRACE LENGTHS Span Id Major 1 2 5 2 10 8 3 25 0 4 25 0 5 25 0 6 25 0 7 25 0 8 24 7 9 0 3 Shear(k) Loc Calc Allow UC Loc LAP BOLT SHEAR /BEARING Bolt 0 500 (A325) 0 37 3 24 0 12 RS 0 74 3 24 0 23 MS -0 75 3 24 0 23 RL 1 65 3 24 0 51 MS 0 56 3 24 0 17 RL 1 60 3 24 0 49 MS 0 52 3 24 0 16 LL 1 65 9 34 0 18 MS 0 05 9 34 0 01 LS Span Lap_Shear(k) Shear_Ratio Id Left Right Left Right Job No 4050 modify Customer Clallum Builders Exc Inc I Date 8/8/2008 Description Westport Shipyard Cabinet I Designed By JRS Checked By 4050 Purlin Design Report (Surface 3) Minor 0 00 LS LL MS RL RS 2 5 2 5 2 5 2 5 2 5 0 7 0 0 0 0 0 0 1 6 2 9 0 5 0 0 9 5 1 9 1 9 2 0 0 0 1 2 1 9 1 9 21 3 21 3 21 3 1 9 1 9 1 4 0 0 1 3 1 9 1 9 20 3 20 3 20 3 2 9 2 9 21 8 0 0 0 0 21 8 0 3 0 3 0 3 0 3 0 3 0 01 0 00 Moment (f -k) 0 33 Calc Allow UC Loc UC 0 47 8 41 0 06 RS 0 02 -1 38 8 41 0 16 LS 0 06 4 83 5 89 0 82 RL 0 35 -6 08 8 41 0 72 LS 0 23 4 20 5 89 0 71 RL 0 26 6 48 8 41 0 77 LS 0 19 4 04 5 89 0 69 LL 0 24 8 71 13 85 0 63 LS 0 08 0 01 13 85 0 00 LS 0 00 Cb LS LL MS RL RS 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 67 1 00 1 00 1 67 1 00 1 67 1 00 1 00 1 67 1 00 1 67 1 00 1 00 1 67 1 00 1 67 1 00 1 00 1 67 1 00 1 67 1 00 1 00 1 67 1 00 1 67 1 00 1 00 1 67 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 8/ 5/08 8 27am Page 204 Of 446 0 00 Mom +Shr Deflection(in) Calc Allow 0 03 0 04 0 10 -0 98 0 43 1 07 0 48 1 08 0 05 Available Reduction Factor Out In 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 r r HCI STEEL BUILDING SYSTEMS. 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Job No Customer Description 4050 Purlin Design Report (Surface 3) 2 0 10 0 05 3 0 10 0 84 0 05 0 43 4 0 84 0 66 0 43 0 34 5 0 66 0 71 0 34 0 36 6 0 71 0 68 0 36 0 35 7 0 68 0 58 0 35 0 21 8 0 41 0 21 LOAD COMBINATION #23 DL +CL +1 6AUX10 PURLIN ANALYSIS STRENGTH /DEFLECTION 4050 Clallum Builders Exc Inc Westport Shipyard Cabinet modify Date 8/8/2008 Designed By JRS Checked By 1 RS -0 13 3 24 0 04 RS 0 16 8 41 0 02 LS 0 00 -0 08 2 RL -0 73 3 24 0 23 RL 4 35 7 27 0 60 RL 0 29 0 12 3 RL -1 52 3 24 0 47 MS -5 95 8 41 0 71 LS 0 25 -0 94 4 RL -0 56 3 24 0 17 RL 4 16 5 89 0 71 RL 0 26 0 41 5 RL -1 59 3 24 0 49 MS -6 37 8 41 0 76 RS 0 19 -1 05 8/ 5/08 8 27am 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 13 0 00 0 00 0 00 0 16 2 -0 32 -0 73 -0 88 0 16 0 16 0 00 4 35 6 67 3 1 94 1 51 -1 52 -1 80 6 67 1 70 -5 95 12 98 1 76 4 87 4 0 63 0 53 -0 56 -0 66 4 87 3 78 1 06 12 16 4 16 5 31 5 1 87 1 59 -1 59 -1 87 5 31 2 06 -6 37 12 49 2 11 5 36 6 0 67 0 57 -0 52 -0 62 5 36 4 19 1 01 13 00 3 64 4 71 7 1 77 1 49 -1 54 -1 97 4 71 1 66 -5 75 11 82 2 21 7 27 8 0 93 0 78 -0 34 7 27 4 81 -1 12 18 06 0 00 9 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 Page 205 Of 446 HCI STEEL BUILDING SYSTEMS, INC. 4050 Purlin Design Report (Surface 3) 6 LL 7 RL 8 LL 9 LS UNBRACE LENGTHS Span Id Major 1 2 5 2 10 8 3 25 0 4 25 0 5 25 0 6 25 0 7 25 0 8 24 7 9 0 3 LAP BOLT SHEAR /BEARING Bolt 0 500 (A325) Span Lap_Shear(k) Shear_Ratio Id Left Right Left Right 2 0 58 3 0 58 0 65 4 0 65 0 71 5 0 71 0 71 6 0 71 0 63 7 0 63 0 74 8 0 52 DEFLECTION Job No 4050 Customer Clallum Builders Exc Inc Description Westport Shipyard Cabinet 0 57 3 24 0 18 LL -1 54 3 24 0 48 MS 0 78 9 34 0 08 LL 0 02 9 34 0 00 LS Minor modify Date 4 19 5 89 0 71 LL 0 26 -5 75 8 41 0 68 RS 0 19 4 81 9 70 0 50 LL 0 13 0 00 13 85 0 00 LS 0 00 Cb LS LL MS RL RS LS LL MS RL RS 2 5 2 5 2 5 2 5 2 5 1 00 1 00 1 00 1 00 1 00 8 0 8 0 8 0 8 0 2 9 1 00 1 00 1 00 1 67 1 00 2 9 1 2 0 0 1 2 1 9 1 00 1 67 1 00 1 67 1 00 1 9 21 3 21 3 21 3 1 9 1 00 1 67 1 00 1 67 1 00 1 9 1 4 0 0 1 4 1 9 1 00 1 67 1 00 1 67 1 00 1 9 21 3 21 3 21 3 1 9 1 00 1 67 1 00 1 67 1 00 1 9 1 2 0 0 1 5 2 9 1 00 1 67 1 00 1 67 1 00 2 9 8 6 0 0 0 0 13 2 1 00 1 67 1 00 1 00 1 00 0 3 0 3 0 0 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 30 0 30 0 33 0 33 0 36 0 36 0 36 0 36 0 32 0 32 0 27 0 27 Designed By JRS Checked By 0 40 -0 90 0 06 0 00 8/8/2008 8/ 5/08 8 27am Available Reduction Factor Out In 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 Page 206 Of 446 Job No I Customer Description Westport Shipyard Cabinet HCI STEEL BUILDING SYSTEMS. INC. 4050 Purlin Design Report (Surface 3) LOAD COMBINATION 1 LL Span DEFLECTION(in) Id Calc Allow Ratio 1 -0 02 2 0 04 0 87 0 04 3 -0 41 2 00 0 21 4 -0 27 2 00 0 14 5 -0 30 2 00 0 15 6 -0 33 2 00 0 16 7 -0 20 2 00 0 10 8 -0 50 1 97 0 25 9 0 03 LOAD COMBINATION 2 1 42SL Span DEFLECTION(in) Id Calc Allow Ratio 1 -0 04 2 0 07 0 87 0 08 3 -0 73 2 00 0 36 4 -0 49 2 00 0 24 5 -0 54 2 00 0 27 6 -0 58 2 00 0 29 7 -0 36 2 00 0 18 8 -0 88 1 97 0 45 9 0 04 4050 Web Crippling Report SURFACE 2 4050 modify Clallum Builders Exc Inc Date Design Load Required For UC =1 03 Designed By JRS Checked By 8/8/2008 8/ 5/08 8 27am 8/ 5/08 8 27am Page 207 Of 446 r r HCI STEEL BUILDING SYSTEMS. INC. Job No 4050 modify Customer Clallum Builders Exc Inc I Date 8/8/2008 Description Westport Shipyard Cabinet Designed By JRS Checked By 4050 Web Crippling Report FrameLine Reaction Moment Width WebCrp WebCrp WebCrp +Mom Id Type Id (k) (f -k) (in) (k) UC UC 1 RF 22 1 12 0 47 2 13 2 22 0 50 0 44 2 RF 2 4 62 8 78 2 32 4 52 1 02 0 89 3 RF 2 5 81 12 51 5 92 5 72 1 02 1 03 4 RF 2 5 56 11 45 4 82 5 41 1 03 0 99 5 RF 2 5 68 11 96 5 22 5 52 1 03 1 01 6 RF 2 5 44 10 97 4 42 5 28 1 03 0 98 7 RF 2 6 31 14 49 3 82 7 83 1 02 1 01 8 RF 2 2 26 0 01 2 13 2 24 1 01 0 81 SURFACE 3 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 22 1 12 0 47 2 13 2 22 0 50 0 44 2 RF 2 4 62 8 78 2 32 4 52 1 02 0 89 3 RF 2 5 81 12 51 5 92 5 72 1 02 1 03 4 RF 2 5 56 11 45 4 82 5 41 1 03 0 99 5 RF 2 5 68 11 96 5 22 5 52 1 03 1 01 6 RF 2 5 44 10 97 4 42 5 28 1 03 0 98 7 RF 2 6 31 14 49 3 82 7 83 1 02 1 01 8 RF 2 2 26 0 01 2 13 2 24 1 01 0 81 4050 In -Plane Roof Force Win (k) Design load in the plane of the purlin web 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 10 55 0 88 0 03 8/ 5/08 8 27am 8/ 5/08 8 27am Page 208 Of 446 HCI STEEL BUILDING SYSTEMS. 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Job No Customer Description 4050 modify Clallum Builders Exc Inc Date 2 2 2 47 19 3 93 0 47 2 2 3 59 30 4 94 0 71 2 2 4 56 70 4 73 0 68 2 2 5 57 96 4 83 0 70 2 2 6 55 50 4 63 0 67 2 2 7 64 39 5 37 0 31 2 2 8 23 07 1 92 -0 05 2 3 1 7 58 0 49 0 09 2 3 2 33 92 2 18 0 62 2 3 3 42 62 2 74 0 87 2 3 4 40 76 2 62 0 83 2 3 5 41 66 2 68 0 85 2 3 6 39 89 2 57 0 81 2 3 7 46 28 2 98 0 60 2 3 8 16 59 1 07 0 10 2 5 1 -5 17 0 03 -0 22 2 5 2 -19 99 0 13 -0 98 2 5 3 -24 49 0 16 -1 25 2 5 4 -23 45 0 15 -1 20 2 5 5 -23 98 0 16 -1 23 2 5 6 -22 89 0 15 -1 17 2 5 7 -26 88 0 18 -1 18 2 5 8 -10 58 0 07 -0 39 3 2 1 10 55 -0 88 0 03 3 2 2 47 19 -3 93 0 47 3 2 3 59 30 -4 94 0 71 3 2 4 56 70 -4 73 0 68 3 2 5 57 96 -4 83 0 70 3 2 6 55 50 -4 63 0 67 3 2 7 64 39 -5 37 0 31 3 2 8 23 07 -1 92 -0 05 3 3 1 7 58 -0 49 0 09 3 3 2 33 92 -2 18 0 62 3 3 3 42 62 -2 74 0 87 3 3 4 40 76 -2 62 0 83 3 3 5 41 66 -2 68 0 85 3 3 6 39 89 -2 57 0 81 3 3 7 46 28 -2 98 0 60 3 3 8 16 59 -1 07 0 10 3 5 1 -5 17 -0 03 -0 22 3 5 2 -19 99 -0 13 -0 98 3 5 3 -24 49 -0 16 -1 25 Westport Shipyard Cabinet Designed Byl JRS Checked By 8/8/2008 4050 In -Plane Roof Force 8/ 5/08 8 27am Page 209 Of 446 E HCI STEEL BUILDING SYSTEMS, INC. Job No Customer Description 4050 In -Plane Roof Force 8/ 5/08 8 27am 3 5 4 -23 45 -0 15 -1 20 3 5 5 -23 98 -0 16 -1 23 3 5 6 -22 89 -0 15 -1 17 3 5 7 -26 88 -0 18 -1 18 3 5 8 -10 58 -0 07 -0 39 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 10 Bolt -0 33 2 Clip 0 250 -1 25 2 96 0 42 3 RF 10 Bolt -0 33 2 Clip 0 250 -1 25 2 96 0 42 PANEL DATA 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 2 RF 25 5 100 0 @004 2 5 9 3 RF 25 5 100 0 @004 2 2 6 4050 Roof Panel Report 8/ 5/08 8 27am Part Type Gage Yield HHR 26 HR 26 00 50 00 4050 Clallum Builders Exc Inc Westport Shipyard Cabinet Purlin Purlin Location modify Date 1 8/8/2008 Designed By JRS Checked By Page 210 Of 446 4050 Bay Id 3 HCI STEEL BUILDING SYSTEMS. 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PANEL LAYOUT Surf Surface No Id Length Purlin 2 50 17 3 50 17 MOMENTS DEFLECTIONS Surf Purlin Load Id Space Id 2 4 917 D +S D +WP D +WS 3 4 917 D +S D +WP D +WS PANEL SHEAR Vn /sf 0 0 Calc Wind 2 9 Seismic =123 0 DIAGONAL BRACING Job No Customer Description Roof Panel Report Max Space 10 4 917 10 4 917 70 7 114 8 32 3 114 8 90 5 104 1 70 7 114 8 32 3 114 8 90 5 104 1 Brace_Loc Diag_Brace Start End Type Size Part 0 00 34 30 R 1 125 ROD113 4050 I modify Clallum Builders Exc Inc I Date l 8/8/2008 Westport Shipyard Cabinet Designed Byl JRS Checked By Moment(ft- lb /ft) Support Midspan Calc Mn /sf Ratio Calc Mn /sf Ratio 0 62 0 28 0 87 0 62 0 28 0 87 50 9 104 1 23 3 104 1 65 1 114 8 50 9 104 1 23 3 104 1 65 1 114 8 4050 Roof Diagonal Bracing Report 8/ 5/08 8 27am Deflect(in) Calc Allow Ratio 0 49 -0 14 0 983 0 14 0 22 -0 05 0 983 0 06 0 57 0 20 0 983 0 21 0 49 -0 14 0 983 0 14 0 22 -0 05 0 983 0 06 0 57 0 20 0 983 0 21 8/ 5/08 8 27am Brace_Tension(k) Wind Seismic Max Calc Pn /sf Calc Pn /sf UC 0 00 19 03 22 17 24 26 0 91 Page 211 Of 446 HCI STEEL BUILDING SYSTEMS. 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DIAGONAL BRACING BASE REACTIONS Job No 4050 Customer Clallum Builders Exc Inc Description Westport Shipyard Cabinet 4050 Roof Diagonal Bracing Report 34 30 50 00 R 0 500 ROD500 0 00 3 74 3 68 4 77 0 77 50 00 65 70 R 0 500 ROD500 0 00 3 74 3 68 4 77 0 77 65 70 100 00 R 1 125 ROD113 0 00 19 03 22 17 24 26 0 91 6 0 00 34 30 R 1 125 ROD113 0 82 19 03 22 27 24 26 0 92 34 30 50 00 R 0 500 ROD500 0 00 3 74 3 68 4 77 0 77 50 00 65 70 R 0 500 ROD500 0 00 3 74 3 68 4 77 0 77 65 70 100 00 R 1 125 ROD113 0 82 19 03 22 27 24 26 0 92 4050 Sidewall Diagonal Bracing Report PANEL SHEAR Wall Base Wind Seismic Id Length Calc Calc Vn /sf 2 147 3 9 7 215 0 100 0 4 147 3 9 7 215 0 100 0 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 17 0 R(2) 1 000 ROD100 0 83 30 07 36 68 38 33 0 96 2 6 0 0 17 0 R(2) 1 000 ROD100 0 83 30 07 36 68 38 33 0 96 4 2 0 0 17 0 R(2) 1 000 ROD100 0 83 30 07 36 68 38 33 0 96 4 5 0 0 17 0 R(2) 1 000 ROD100 0 83 30 07 36 68 38 33 0 96 (2)- Double braces in bay Wall Bay Col Wind_Max Seismic_Max Id Id Id Horz Vert( Horz Vert( 2 3 3 -0 72 0 42 -20 60 12 01 modify Date Designed By Checked By 8/8/2008 JRS 8/ 5/08 8 27am 8/ 5/08 8 27am Page 212 Of 446 HCI STEEL BUILDING SYSTEMS. INC. 4050 Sidewall Diagonal Bracing Report 2 3 4 0 72 0 42 2 6 6 -0 72 0 42 2 6 7 0 72 0 42 4 2 2 -0 72 0 42 4 2 3 0 72 0 42 4 5 5 -0 72 0 42 4 5 6 0 72 0 42 EAVE DEFLECTION Wall Wall Deflection Id Height Wind Seismic Limit 2 17 0 0 01 0 48 422 4 17 0 0 01 0 48 422 4050 Braced Purlin Report Surf Span Brace Purlin Id Id Loc Size Job No 4050 Customer Clallum Builders Exc Inc Description) Westport Shipyard Cabinet 20 60 12 01 20 60 12 01 20 60 12 01 20 60 12 01 20 60 12 01 20 60 12 01 20 60 12 01 Load Axial(k) Id Calc Allow UC 2 2 34 3 11Z25U14 1 0 00 6 42 0 00 2 0 00 6 42 0 00 3 1 62 10 91 0 15 4 0 84 10 91 0 08 5 0 84 10 91 0 08 6 1 62 10 91 0 15 2 3 34 3 11Z25U14 1 0 00 6 42 0 00 2 0 00 6 42 0 00 3 4 65 10 91 0 43 4 2 42 10 91 0 22 5 2 42 10 91 0 22 6 4 65 10 91 0 43 2 4 34 3 11Z25U14 1 0 00 6 42 0 00 2 0 00 6 42 0 00 3 10 80 10 91 0 99 4 5 62 10 91 0 51 modify Date 8/8/2008 Designed Byl JRS Checked By Moment(f -k) Axl +Mom Calc Allow UC UC 1 32 7 27 0 18 -1 82 8 41 0 22 0 93 12 36 0 08 3 91 12 36 0 32 2 59 12 36 0 21 0 14 14 29 0 01 2 40 8 41 0 28 2 88 5 89 0 49 1 68 14 29 0 12 7 07 14 29 0 49 4 68 14 29 0 33 0 24 14 29 0 02 2 46 8 41 0 29 2 31 5 89 0 39 1 73 14 29 0 12 7 27 14 29 0 51 8/ 5/08 8 27am 8/ 5/08 8 27am Page 213 Of 446 0 15 0 18 0 21 0 35 0 26 0 16 0 24 0 42 0 53 0 66 0 51 0 44 0 25 0 33 1 12 0 99 r r HCI STEEL BUILDING SYSTEMS. 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Job No Customer Description 4050 Braced Purlin Report Added Purlin Strut 2 4 34 3 11Z25U14 Purlin With Added Strut 2 4 34 3 11Z25U14 2 2 50 0 11Z25U14 2 3 50 0 11Z25U14 2 4 50 0 11Z25U14 2 7 34 3 11Z25U14 4050 modify Clallum Builders Exc Inc Date 8/8/2008 Westport Shipyard Cabinet Designed ByI JRS Checked By 5 5 62 10 91 0 51 6 10 80 10 91 0 99 1 0 00 6 42 0 00 2 0 00 6 42 0 00 3 5 40 10 91 0 49 4 2 81 10 91 0 26 5 2 81 10 91 0 26 6 5 40 10 91 0 49 1 0 00 6 42 0 00 2 0 00 6 42 0 00 3 5 40 10 91 0 49 4 2 81 10 91 0 26 5 2 81 10 91 0 26 6 5 40 10 91 0 49 1 0 00 6 42 0 00 2 0 00 6 42 0 00 3 0 51 10 91 0 05 4 0 26 10 91 0 02 5 0 26 10 91 0 02 6 0 51 10 91 0 05 1 0 00 6 42 0 00 2 0 00 6 42 0 00 3 1 46 10 91 0 13 4 0 76 10 91 0 07 5 0 76 10 91 0 07 6 1 46 10 91 0 13 1 0 00 6 42 0 00 2 0 00 6 42 0 00 3 2 41 10 91 0 22 4 1 26 10 91 0 12 5 1 26 10 91 0 12 6 2 41 10 91 0 22 1 0 48 6 42 0 07 2 0 48 6 42 0 07 3 9 25 10 91 0 85 4 4 81 10 91 0 44 2 46 8 41 0 29 2 31 5 89 0 39 1 73 14 29 0 12 7 27 14 29 0 51 4 80 14 29 0 34 0 25 14 29 0 02 0 93 7 27 0 13 -1 28 8 41 0 15 0 65 12 36 0 05 2 75 12 36 0 22 1 82 12 36 0 15 0 10 14 29 0 01 1 68 8 41 0 20 2 03 5 89 0 34 1 18 14 29 0 08 4 98 14 29 0 35 3 29 14 29 0 23 0 17 14 29 0 01 1 73 8 41 0 21 1 63 5 89 0 28 1 22 14 29 0 09 5 11 14 29 0 36 3 38 14 29 0 24 0 17 14 29 0 01 2 26 8 41 0 27 2 02 5 89 0 34 1 59 14 29 0 11 6 67 14 29 0 47 8/ 5/08 8 27am 4 80 14 29 0 34 0 83 0 25 14 29 0 02 1 01 Page 214 Of 446 0 25 0 33 0 61 0 71 0 56 0 51 0 11 0 13 0 09 0 21 0 15 0 05 0 17 0 29 0 21 0 37 0 27 0 14 0 17 0 23 0 30 0 43 0 32 0 23 0 31 0 37 0 96 0 87 r 1 r L Description Westport Shipyard Cabinet HCI STEEL BUILDING SYSTEMS, INC. 4050 Braced Purlin Report Added Purlin Strut 2 7 34 3 11Z25U14 Purlin With Added Strut 2 7 34 3 11Z25U14 2 8 34 3 11Z25U12 2 7 50 0 11Z25U14 2 8 50 0 11Z25U12 Surf Span Brace Purlin Id Id Loc Size 3 2 50 0 11Z25U14 Job No 4050 Customer Clallum Builders Exc Inc 5 4 81 10 91 0 44 6 9 25 10 91 0 85 1 0 24 6 42 0 04 2 0 24 6 42 0 04 3 4 62 10 91 0 42 4 2 40 10 91 0 22 5 2 40 10 91 0 22 6 4 62 10 91 0 42 1 0 24 6 42 0 04 2 0 24 6 42 0 04 3 4 62 10 91 0 42 4 2 40 10 91 0 22 5 2 40 10 91 0 22 6 4 62 10 91 0 42 modify Date 1 8/8/2008 Designed By JRS Checked By 1 0 48 9 45 0 05 -3 46 13 85 0 25 2 0 48 9 45 0 05 4 39 9 70 0 45 3 3 10 16 06 0 19 -2 43 23 55 0 10 4 1 61 16 06 0 10 -10 21 23 55 0 43 5 1 61 16 06 0 10 -6 75 23 55 0 29 6 3 10 16 06 0 19 -0 35 23 55 0 01 1 0 00 6 42 0 00 1 59 8 41 0 19 2 0 00 6 42 0 00 1 42 5 89 0 24 3 1 91 10 91 0 17 1 12 14 29 0 08 4 0 99 10 91 0 09 4 69 14 29 0 33 5 0 99 10 91 0 09 3 10 14 29 0 22 6 1 91 10 91 0 17 0 16 14 29 0 01 1 0 00 9 45 0 00 -2 43 13 85 0 18 2 0 00 9 45 0 00 3 09 9 70 0 32 3 0 95 16 06 0 06 -1 71 23 55 0 07 4 0 50 16 06 0 03 -7 18 23 55 0 30 5 0 50 16 06 0 03 -4 75 23 55 0 20 6 0 95 16 06 0 06 -0 24 23 55 0 01 8/ 5/08 8 27am 4 41 14 29 0 31 0 73 0 23 14 29 0 02 0 86 2 26 8 41 0 27 2 02 5 89 0 34 1 59 14 29 0 11 6 67 14 29 0 47 4 41 14 29 0 31 0 23 14 29 0 02 0 27 0 33 0 53 0 63 0 49 0 44 0 26 0 44 0 28 0 48 0 35 0 21 0 16 0 20 0 24 0 37 0 28 0 18 0 15 0 27 0 12 0 29 0 20 0 07 Load Axial(k) Moment(f -k) Axl +Mom Id Calc Allow UC Calc Allow UC UC 1 0 00 6 42 0 00 0 93 7 27 0 13 0 11 2 0 00 6 42 0 00 -1 28 8 41 0 15 0 13 Page 215 Of 446 r r L HCI STEEL BUILDING SYSTEMS. 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Job No Customer Description 4050 Braced Purlin Report 3 3 50 0 11Z25U14 3 4 50 0 11Z25U14 3 2 65 7 11Z25U14 3 3 65 7 11Z25U14 3 4 65 7 11Z25U14 Added Purlin Strut 3 4 65 7 11Z25U14 4050 Clallum Builders Exc Inc Westport Shipyard Cabinet 3 0 51 4 0 26 5 0 26 6 0 51 1 0 00 2 0 00 3 1 46 4 0 76 5 0 76 6 1 46 1 0 00 2 0 00 3 2 41 4 1 26 5 1 26 6 2 41 1 0 00 2 0 00 3 1 62 4 0 84 5 0 84 6 1 62 1 0 00 2 0 00 3 4 65 4 2 42 5 2 42 6 4 65 1 0 00 2 0 00 3 10 80 4 5 62 5 5 62 6 10 80 1 0 00 2 0 00 3 5 40 4 2 81 5 2 81 10 10 10 10 6 6 10 10 10 10 6 6 10 10 10 10 6 6 10 10 10 10 6 6 10 10 10 10 91 91 91 91 42 42 91 91 91 91 42 42 91 91 91 91 42 42 91 91 91 91 42 42 91 91 91 91 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 6 42 0 6 42 0 10 91 0 10 91 0 10 91 0 10 91 0 05 02 02 05 00 00 13 07 07 13 00 00 22 12 12 22 00 00 15 08 08 15 00 00 43 22 22 43 00 00 99 51 51 99 6 42 0 00 6 42 0 00 10 91 0 49 10 91 0 26 10 91 0 26 0 65 2 75 1 82 0 10 1 68 2 03 1 18 4 98 3 29 0 17 1 73 1 63 1 22 5 11 3 38 0 17 1 32 -1 82 0 93 3 91 2 59 0 14 2 40 2 88 1 68 7 07 4 68 0 24 2 46 2 31 1 73 7 27 4 80 0 25 modify Date 8/8/2008 Designed Byl JRS Checked By 12 36 12 36 12 36 14 29 8 41 5 89 14 29 14 29 14 29 14 29 8 41 5 89 14 29 14 29 14 29 14 29 7 27 8 41 12 36 12 36 12 36 14 29 8 41 5 89 14 29 14 29 14 29 14 29 8/ 5/08 8 27am 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 05 22 15 01 20 34 08 35 23 01 21 28 09 36 24 01 18 22 08 32 21 01 28 49 12 49 33 02 8 41 0 29 5 89 0 39 14 29 0 12 14 29 0 51 14 29 0 34 14 29 0 02 Page 216 Of 446 0 09 0 21 0 15 0 05 0 17 0 29 0 21 0 37 0 27 0 14 0 17 0 23 0 30 0 43 0 32 0 23 0 15 0 18 0 21 0 35 0 26 0 16 0 24 0 42 0 53 0 66 0 51 0 44 0 25 0 33 1 12 0 99 0 83 1 01 HCI STEEL BUILDING SYSTEMS. INC. 4050 Braced Purlin Report Purlin With Added Strut 3 4 65 7 11Z25U14 3 7 65 7 11Z25U14 Added Purlin Strut 3 7 65 7 11Z25U14 Purlin With Added Strut 3 7 65 7 11Z25U14 Job No 4050 modify Customer Clallum Builders Exc Inc Date Description Westport Shipyard Cabinet Designed By Checked By 6 5 40 10 91 0 49 1 0 00 6 42 0 00 2 0 00 6 42 0 00 3 5 40 10 91 0 49 4 2 81 10 91 0 26 5 2 81 10 91 0 26 6 5 40 10 91 0 49 3 7 50 0 11Z25U14 1 0 00 6 42 0 00 2 0 00 6 42 0 00 3 1 91 10 91 0 17 4 0 99 10 91 0 09 5 0 99 10 91 0 09 6 1 91 10 91 0 17 3 8 50 0 11Z25U12 1 0 00 9 45 0 00 2 0 00 9 45 0 00 3 0 95 16 06 0 06 4 0 50 16 06 0 03 5 0 50 16 06 0 03 6 0 95 16 06 0 06 1 0 48 6 42 0 07 2 0 48 6 42 0 07 3 9 25 10 91 0 85 4 4 81 10 91 0 44 5 4 81 10 91 0 44 6 9 25 10 91 0 85 1 0 24 6 42 0 04 2 0 24 6 42 0 04 3 4 62 10 91 0 42 4 2 40 10 91 0 22 5 2 40 10 91 0 22 6 4 62 10 91 0 42 1 0 24 6 42 0 04 2 0 24 6 42 0 04 3 4 62 10 91 0 42 4 2 40 10 91 0 22 2 46 8 41 0 29 2 31 5 89 0 39 1 73 14 29 0 12 7 27 14 29 0 51 4 80 14 29 0 34 0 25 14 29 0 02 1 59 8 41 0 19 1 42 5 89 0 24 1 12 14 29 0 08 4 69 14 29 0 33 3 10 14 29 0 22 0 16 14 29 0 01 2 43 13 85 0 18 3 09 9 70 0 32 1 71 23 55 0 07 -7 18 23 55 0 30 4 75 23 55 0 20 -0 24 23 55 0 01 2 26 8 41 0 27 2 02 5 89 0 34 1 59 14 29 0 11 6 67 14 29 0 47 4 41 14 29 0 31 0 23 14 29 0 02 2 26 8 41 0 27 2 02 5 89 0 34 1 59 14 29 0 11 6 67 14 29 0 47 8/8/2008 JRS 8/ 5/08 8 27am Page 217 Of 446 0 25 0 33 0 61 0 71 0 56 0 51 0 16 0 20 0 24 0 37 0 28 0 18 0 15 0 27 0 12 0 29 0 20 0 07 0 31 0 37 0 96 0 87 0 73 0 86 0 27 0 33 0 53 0 63 1 11IH HCI STEEL BUILDING SYSTEMS. 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Job No Customer Description 4050 Braced Purlin Report 3 8 65 7 11Z25U12 Wall Bay Eave Id Id Size 2 1 11G00U14 2 2 11G00U12 2 3 11G00012 Added Eave Strut 2 3 11Z25U12 2 4 11G00U12 1 0 2 0 3 2 4 2 1 0 2 0 3 5 4 5 1 0 2 0 3 15 4 15 1 0 44 2 0 44 3 13 36 4 13 36 4050 Clallum Builders Exc Inc Westport Shipyard Cabinet 5 2 40 10 91 0 22 6 4 62 10 91 0 42 1 0 48 2 0 48 3 3 10 4 1 61 5 1 61 6 3 10 4050 Eave Strut Report (Wall 2) Load Axial(k) Id Calc Allow UC 9 45 0 05 9 45 0 05 16 06 0 83 16 06 0 83 1 0 24 14 24 0 02 2 0 24 14 24 0 02 3 2 53 24 21 0 10 4 2 53 24 21 0 10 9 45 0 05 9 45 0 05 16 06 0 19 16 06 0 10 16 06 0 10 16 06 0 19 modify Date 1 8/8/2008 Designed Byl JRS Checked By 4 41 14 29 0 31 0 49 0 23 14 29 0 02 0 44 3 46 13 85 0 25 4 39 9 70 0 45 2 43 23 55 0 10 -10 21 23 55 0 43 6 75 23 55 0 29 0 35 23 55 0 01 2 78 15 63 0 18 3 54 6 25 0 57 1 96 26 57 0 07 0 28 26 57 0 01 8/ 5/08 8 27am Moment(f -k) Axl +Mom Calc Allow UC UC 72 9 69 0 07 -0 47 9 44 0 05 0 12 72 9 69 0 07 0 59 8 43 0 07 0 14 02 16 47 0 12 -0 33 16 04 0 02 0 14 02 16 47 0 12 -0 05 16 04 0 00 0 13 72 14 24 0 05 -2 78 15 63 0 18 0 23 72 14 24 0 05 3 54 6 25 0 57 0 62 54 24 21 0 23 -1 96 26 57 0 07 0 31 54 24 21 0 23 -0 28 26 57 0 01 0 24 52 14 24 0 04 -2 78 15 63 0 18 0 21 52 14 24 0 04 3 54 6 25 0 57 0 60 78 24 21 0 65 -1 96 26 57 0 07 0 74 78 24 21 0 65 -0 28 26 57 0 01 0 66 0 20 0 58 0 18 0 12 Page 218 Of 446 0 26 0 44 0 28 0 48 0 35 0 21 8/ 5/08 8 27am F r L 1 NCI STEEL BUILDING SYSTEMS, INC. 4050 Eave Strut Report (Wall 2) 2 5 11GOOU12 2 6 11GOOU12 Added Eave Strut 2 6 11Z25U12 2 7 11GOOU12 EAVE LAYOUT Bay Span Eave Id Id Size 1 11GOOU14 1 2 11G00U14 2 3 11GOOU12 3 4 11G00U12 4 5 11GOOU12 5 6 11GOOU12 Job No Customer 4050 Description Westport Shipyard Cabinet 1 0 24 2 0 24 3 4 51 4 4 51 1 0 26 2 0 26 3 15 23 4 15 23 1 0 22 9 45 0 02 2 0 22 9 45 0 02 3 12 89 16 06 0 80 4 12 89 16 06 0 80 1 0 24 2 0 24 3 3 57 4 3 57 EAVE STRUT WALL #2 Clallum Builders Exc Inc 14 24 0 02 14 24 0 02 24 21 0 19 24 21 0 19 14 24 0 02 14 24 0 02 24 21 0 63 24 21 0 63 14 24 0 02 14 24 0 02 24 21 0 15 24 21 0 15 Designed By Checked By 2 78 15 63 0 18 3 54 6 25 0 57 1 96 26 57 0 07 0 28 26 57 0 01 2 78 15 63 0 18 3 54 6 25 0 57 -1 96 26 57 0 07 0 28 26 57 0 01 2 75 15 63 0 18 3 49 6 25 0 56 1 93 26 57 0 07 -0 28 26 57 0 01 modify Date 8/8/2008 JRS 8/ 5/08 8 27am 0 20 0 58 0 26 0 20 0 20 0 58 0 71 0 64 0 19 0 57 0 22 0 16 4050 Eave Design Report (Wall 2) 8/ 5/08 8 27am Span Lap(ft) Load No No Unit Total (ft) Left Right Width Brace Row Weight Weight 2 50 2 46 0 1 12 3 12 3 10 67 2 46 0 1 52 3 52 3 24 67 2 46 0 1 170 7 170 7 24 67 2 46 0 1 170 7 170 7 24 67 2 46 0 1 170 7 170 7 24 67 2 46 0 1 170 7 170 7 Page 219 Of 446 4050 1 RS 2 LS 3 LS 4 LS 5 LS 6 LS HCI STEEL BUILDING SYSTEMS. INC. 6 7 11G00012 7 8 11G00U12 9 11G00012 LOAD COMBINATION 1 DL +CL +LL EAVE ANALYSIS Span Left Id Sup 1 0 00 2 0 42 3 0 92 4 0 92 5 0 92 6 0 92 7 0 92 8 0 91 9 0 02 STRENGTH /DEFLECTION Job No Customer Description Eave 24 67 24 50 0 33 Shear(k) Left Right Right Lap Lap Sup Span Shear(k) Id Loc Calc Allow UC Loc -0 19 3 24 0 06 RS 0 42 3 24 0 13 MS 0 92 9 33 0 10 MS 0 92 9 33 0 10 MS 0 92 9 33 0 10 MS 0 92 9 33 0 10 MS 4050 modify Clallum Builders Exc Inc I Date 8/8/2008 Westport Shipyard Cabinet Designed Byl JRS Checked By Design Report (Wall 2) 0 19 0 00 0 38 0 23 -0 92 0 00 -0 92 0 00 -0 92 0 00 0 92 0 00 0 92 0 00 -0 91 0 00 0 00 0 00 2 46 2 46 2 46 Left Left Sup Lap Moment (f -k) 0 1 170 7 0 1 169 5 0 1 2 3 Purlin DL= 2 75 (psf) Calc Allow UC Loc UC 0 23 9 44 0 02 RS 0 00 0 95 9 44 0 10 LS 0 02 5 67 15 63 0 36 LS 0 00 -5 67 15 63 0 36 LS 0 00 5 67 15 63 0 36 LS 0 00 -5 67 15 63 0 36 LS 0 00 8/ 5/08 8 27am 170 7 169 5 2 3 Total(lb)= 1089 8 Moment (f -k) MidSpan Right Right Mom Loc Lap Sup 0 00 0 00 -0 95 5 63 5 67 12 33 5 67 12 33 5 67 12 33 5 67 12 33 -5 67 12 33 5 59 12 25 0 00 0 33 0 02 0 03 0 59 0 59 0 59 0 59 Page 220 Of 446 0 23 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 Mom +Shr Deflection(in) Calc Allow 7 8 9 1 2 3 4 5 6 7 8 9 HCI STEEL BUILDING SYSTEMS, INC. LS RS LS UNBRACE LENGTHS EAVE ANALYSIS Span Left Id Sup 0 00 0 63 1 39 1 39 1 39 1 39 1 39 1 38 0 04 0 92 9 33 0 10 MS -0 91 9 33 0 10 MS 0 02 9 33 0 00 LS LOAD COMBINATION 2 DL +CL +1 42SL Job No 4050 modify Customer Clallum Builders Exc Inc Data l 8/8/2008 Description Westport Shipyard Cabinet Designed Byl JRS Checked By 4050 Eave Design Report (Wall 2) Span Minor Cb Id Major LS LL MS RL RS LS LL MS RL RS 1 2 5 2 5 2 5 2 5 2 5 2 5 1 00 1 00 1 00 1 00 1 00 2 10 7 0 6 0 0 0 0 0 0 10 1 1 00 1 00 1 00 1 00 1 00 3 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 4 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 5 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 6 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 7 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 8 24 5 24 5 0 0 0 0 0 0 24 5 1 00 1 00 1 00 1 00 1 00 9 0 3 0 3 0 3 0 0 0 3 0 3 1 00 1 00 1 00 1 00 1 00 Shear(k) Left Right Right Left Left Lap Lap Sup Sup Lap 0 28 0 00 0 57 0 35 -1 39 0 00 1 39 0 00 1 39 0 00 -1 39 0 00 -1 39 0 00 1 38 0 00 0 00 0 01 -5 67 15 63 0 36 LS 0 00 -5 59 15 63 0 36 LS 0 00 0 00 15 63 0 00 LS 0 00 0 00 0 00 1 43 5 63 8 55 12 33 8 55 12 33 8 55 12 33 8 55 12 33 8 55 12 33 8 43 12 25 0 00 0 33 8/ 5/08 8 27am -0 59 -0 57 0 02 Available Reduction Factor Out In 1 00 0 60 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 60 Moment (f -k) MidSpan Right Right Mom Loc Lap Sup Page 221 Of 446 0 35 0 00 0 00 0 00 0 00 0 00 0 00 0 01 0 00 HCI STEEL BUILDING SYSTEMS. INC. 4050 STRENGTH /DEFLECTION Span Id 1 2 3 4 5 6 7 8 9 RS LS LS LS LS LS LS RS LS UNBRACE LENGTHS EAVE ANALYSIS Shear (k) Job No 4050 modify Customer Clallum Builders Exc Inc Date Description! Westport Shipyard Cabinet I Designed By` JRS Checked By Eave Loc Calc Allow UC Loc -0 28 3 24 0 09 RS 0 63 3 24 0 20 MS 1 39 9 33 0 15 MS 1 39 9 33 0 15 MS 1 39 9 33 0 15 MS 1 39 9 33 0 15 MS 1 39 9 33 0 15 MS -1 38 9 33 0 15 MS 0 04 9 33 0 00 LS Design Report (Wall 2) Moment (f -k) LOAD COMBINATION 3 DL +CL +0 75LL +0 75WP Calc Allow UC Loc UC 0 35 9 44 0 04 RS 0 01 1 43 9 44 0 15 LS 0 04 8 55 15 63 0 55 LS 0 00 8 55 15 63 0 55 LS 0 00 8 55 15 63 0 55 LS 0 00 8 55 15 63 0 55 LS 0 00 8 55 15 63 0 55 LS 0 00 8 43 15 63 0 54 LS 0 00 0 01 15 63 0 00 LS 0 00 Span Minor Cb Id Major LS LL MS RL RS LS LL MS RL RS 1 2 5 2 5 2 5 2 5 2 5 2 5 1 00 1 00 1 00 1 00 1 00 2 10 7 0 6 0 0 0 0 0 0 10 1 1 00 1 00 1 00 1 00 1 00 3 24 7 24 7 0 0 0 0 0 0 24 7 1 00 1 00 1 00 1 00 1 00 4 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 5 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 6 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 7 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 8 24 5 24 5 0 0 0 0 0 0 24 5 1 00 1 00 1 00 1 00 1 00 9 0 3 0 3 0 3 0 0 0 3 0 3 1 00 1 00 1 00 1 00 1 00 8/8/2008 8/ 5/08 8 27am Mom +Shr Deflection(in) Calc Allow 0 02 0 04 -0 89 -0 89 0 89 0 89 0 89 -0 87 0 04 Available Reduction Factor Out In 1 00 0 60 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 60 Page 222 Of 446 Job No 4050 Customer Clallum Builders Exc Inc Description Westport Shipyard Cabinet NCI STEEL BUILDING SYSTEMS. INC. 4050 Span Id 1 2 3 4 5 6 7 8 9 Span Left Id Sup 1 0 00 2 0 45 3 1 00 4 1 00 5 1 00 6 1 00 7 1 00 8 0 99 9 0 03 STRENGTH /DEFLECTION UNBRACE LENGTHS Shear(k) Eave Shear(k) Left Right Right Lap Lap Sup Loc Calc Allow UC Loc RS LS LS LS LS LS LS RS LS -0 20 3 24 0 06 RS 0 45 3 24 0 14 MS 1 00 9 33 0 11 MS 1 00 9 33 0 11 MS 1 00 9 33 0 11 MS 1 00 9 33 0 11 MS 1 00 9 33 0 11 MS -0 99 9 33 0 11 MS 0 03 9 33 0 00 LS 0 20 0 00 0 41 0 25 1 00 0 00 1 00 0 00 1 00 0 00 1 00 0 00 1 00 0 00 0 99 0 00 0 00 0 00 Span Minor Id Major LS LL MS RL RS Design Report (Wall 2) Left Left Sup Lap Moment (f -k) modify 0 00 0 00 1 03 5 63 -6 14 12 33 6 14 12 33 6 14 12 33 6 14 12 33 6 14 12 33 6 06 12 25 0 00 0 33 Calc Allow UC Loc UC 0 25 9 44 0 03 RS 0 00 1 03 9 44 0 11 LS 0 02 6 14 15 63 0 39 LS 0 00 6 14 15 63 0 39 LS 0 00 6 14 15 63 0 39 LS 0 00 6 14 15 63 0 39 LS 0 00 -6 14 15 63 0 39 LS 0 00 6 06 15 63 0 39 LS 0 00 0 00 15 63 0 00 LS 0 00 Cb LS LL MS RL RS 1 2 5 2 5 2 5 0 0 2 5 2 5 1 00 1 00 1 00 1 00 1 00 2 10 7 0 6 0 0 0 0 0 0 10 1 1 00 1 00 1 00 1 00 1 00 3 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 4 24 7 24 7 0 0 0 0 0 0 24 7 1 00 1 00 1 00 1 00 1 00 5 24 7 24 7 0 0 0 0 0 0 24 7 1 00 1 00 1 00 1 00 1 00 Date 1 8/8/2008 Designed Byl JRS Checked By 8/ 5/08 8 27am Moment (f -k) MidSpan Right Right Mom Loc Lap Sup Mom +Shr Deflection(in) Calc Allow 0 02 0 03 0 64 0 64 0 64 0 64 -0 64 0 62 0 03 0 25 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 Available Reduction Factor Out In 1 00 0 60 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 Page 223 Of 446 r 'I r 4050 1 2 3 4 5 6 7 8 9 EAVE ANALYSIS Span Left Id Sup 0 00 0 51 1 11 1 11 1 11 1 11 1 11 1 10 0 03 STRENGTH /DEFLECTION 1 Customer) Clallum Builders Exc Inc Description Westport Shipyard Cabinet NCI STEEL BUILDING SYSTEMS, INC. Eave Job Nol 4050 LOAD COMBINATION 4 DL +CL +0 75SL +0 75WP Shear(k) Left Right Right Lap Lap Sup Span Shear(k) Id Loc Calc Allow UC Loc 1 RS -0 22 3 24 0 07 RS 2 LS 0 51 3 24 0 16 MS 3 LS 1 11 9 33 0 12 MS 4 LS 1 11 9 33 0 12 MS 5 LS 1 11 9 33 0 12 MS 6 LS 1 11 9 33 0 12 MS 7 LS 1 11 9 33 0 12 MS 8 RS -1 10 9 33 0 12 MS 9 LS 0 03 9 33 0 00 LS 0 22 0 00 0 45 0 28 1 11 0 00 1 11 0 00 1 11 0 00 1 11 0 00 1 11 0 00 1 10 0 00 0 00 0 00 Left Left Sup Lap modify 0 00 0 00 -1 14 5 63 6 84 12 33 -6 84 12 33 6 84 12 33 6 84 12 33 6 84 12 33 6 75 12 25 0 00 0 33 0 28 9 44 0 03 RS 0 01 1 14 9 44 0 12 LS 0 03 6 84 15 63 0 44 LS 0 00 -6 84 15 63 0 44 LS 0 00 6 84 15 63 0 44 LS 0 00 -6 84 15 63 0 44 LS 0 00 6 84 15 63 0 44 LS 0 00 6 75 15 63 0 43 LS 0 00 0 00 15 63 0 00 LS 0 00 1 Date l 8/8/2008 Designed By JRS Checked By Design Report (Wall 2) 8/ 5/08 8 27am 6 24 7 24 7 0 0 0 0 0 0 24 7 1 00 1 00 1 00 1 00 1 00 1 00 0 40 7 24 7 24 7 0 0 0 0 0 0 24 7 1 00 1 00 1 00 1 00 1 00 1 00 0 40 8 24 5 24 5 0 0 0 0 0 0 24 5 1 00 1 00 1 00 1 00 1 00 1 00 0 40 9 0 3 0 3 0 3 0 0 0 3 0 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 Moment (f -k) MidSpan Right Right Mom Loc Lap Sup 0 28 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 Moment(f -k) Mom +Shr Deflection(in) Calc Allow UC Loc UC Calc Allow 0 02 0 03 -0 71 -0 71 0 71 -0 71 0 71 0 69 0 03 Page 224 Of 446 HCI STEEL BUILDING SYSTEMS. INC. 4050 Eave Design Report (Wall 2) UNBRACE LENGTHS Span Id Major 1 2 5 2 5 2 5 2 5 2 5 2 5 1 00 1 00 1 00 1 00 1 00 2 10 7 0 6 0 0 0 0 0 0 10 1 1 00 1 00 1 00 1 00 1 00 3 24 7 24 7 0 0 0 0 0 0 24 7 1 00 1 00 1 00 1 00 1 00 4 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 5 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 6 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 7 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 8 24 5 24 5 0 0 0 0 0 0 24 5 1 00 1 00 1 00 1 00 1 00 9 0 3 0 3 0 3 0 0 0 3 0 3 1 00 1 00 1 00 1 00 1 00 LOAD COMBINATION 5 0 6DL +WS EAVE ANALYSIS Span Left Id Sup 1 0 00 2 -0 31 3 -0 68 4 -0 68 5 -0 68 6 -0 68 7 -0 68 8 -0 68 9 -0 02 STRENGTH /DEFLECTION Job No 4050 Customer Clallum Builders Exc Inc Description Westport Shipyard Cabinet Shear (k) Left Right Right Lap Lap Sup 0 14 0 00 0 28 -0 17 0 68 0 00 0 68 0 00 0 68 0 00 0 68 0 00 0 68 0 00 0 68 0 00 0 00 0 00 Left Left Sup Lap modify Available Reduction Minor Cb Factor LS LL MS RL RS LS LL MS RL RS Out In 0 00 0 00 0 71 5 63 4 22 12 33 4 22 12 33 4 22 12 33 4 22 12 33 4 22 12 33 4 16 12 25 0 00 0 33 Date 1 8/8/2008 Designed By JRS Checked By 8/ 5/08 8 27am 1 00 0 60 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 60 Moment (f -k) MidSpan Right Right Mom Loc Lap Sup Page 225 Of 446 -0 17 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 NCI STEEL BUILDING SYSTEMS. INC. 4050 Eave Span Shear(k) Id Loc Calc Allow UC Loc 1 RS 0 14 3 24 0 04 RS 2 LS -0 31 3 24 0 10 MS 3 LS -0 68 9 33 0 07 MS 4 LS -0 68 9 33 0 07 MS 5 LS -0 68 9 33 0 07 MS 6 LS -0 68 9 33 0 07 MS 7 LS -0 68 9 33 0 07 MS 8 RS 0 68 9 33 0 07 MS 9 LS -0 02 9 33 0 00 LS UNBRACE LENGTHS Span Id Major 1 2 5 2 10 7 3 24 7 4 24 7 5 24 7 6 24 7 7 24 7 8 24 5 9 0 3 LOAD COMBINATION 6 DL +CL +SL /2 +AUX3 EAVE ANALYSIS Span Left Id Sup Job No Customer Description Minor LS LL MS RL 2 5 0 0 2 0 0 10 1 10 24 7 24 7 24 24 7 24 7 24 24 7 24 7 24 24 7 24 7 24 24 7 24 7 24 0 0 24 5 24 0 0 0 0 0 Shear(k) Left Right Right Lap Lap Sup 4050 Clallum Builders Exc Westport Shipyard Cabinet Design Report (Wall 2) 5 0 0 1 10 1 7 24 7 7 24 7 7 24 7 7 24 7 7 24 7 5 24 5 3 0 0 Moment(f -k) Mom +Shr Calc Allow UC Loc UC -0 17 9 44 0 02 LS 0 00 -0 01 0 71 8 43 0 08 LS 0 00 0 02 4 22 6 25 0 68 LS 0 00 0 44 4 22 6 25 0 68 LS 0 00 0 44 4 22 6 25 0 68 LS 0 00 0 44 4 22 6 25 0 68 LS 0 00 0 44 4 22 6 25 0 68 LS 0 00 0 44 4 16 6 25 0 67 LS 0 00 0 43 0 00 15 63 0 00 LS 0 00 -0 02 RS 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 1 1 1 1 1 1 1 1 1 LS LL MS RL RS 00 00 00 00 00 00 00 00 00 1 1 1 1 1 1 1 1 1 Left Left Sup Lap 00 00 00 00 00 00 00 00 00 1 1 1 1 1 1 1 1 1 Cb 00 00 00 00 00 00 00 00 00 1 1 1 1 1 1 1 1 1 modify Inc Date Designed Byl JRS Checked By 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 00 00 00 00 00 00 00 00 1 1 1 1 1 1 1 1 1 00 00 00 00 00 00 00 00 00 8/8/2008 8/ 5/08 8 27am Deflection(in) Calc Allow Available Reduction Factor Out In 0 0 0 0 0 0 0 0 0 60 40 40 40 40 40 40 40 60 Moment (f -k) MidSpan Right Right Mom Loc Lap Sup Page 226 Of 446 L NCI STEEL BUILDING SYSTEMS. INC. 4050 STRENGTH /DEFLECTION Span Id 1 2 3 4 5 6 7 8 9 1 0 00 2 0 49 3 1 07 4 0 69 5 0 69 6 0 69 7 0 69 8 0 69 9 0 02 RS LS LS LS LS LS LS RS LS UNBRACE LENGTHS Shear(k) Job No 4050 modify Customer I Clallum Builders Exc Inc Date 8/8/2008 Description Westport Shipyard Cabinet Designed Byl JRS Eave Loc Calc Allow UC Loc -0 22 3 24 0 07 RS 0 49 3 24 0 15 MS 1 07 9 33 0 11 MS 0 69 9 33 0 07 MS 0 69 9 33 0 07 MS 0 69 9 33 0 07 MS 0 69 9 33 0 07 MS -0 69 9 33 0 07 MS 0 02 9 33 0 00 LS Design Report (Wall 2) -0 22 0 00 -0 44 0 27 1 07 0 00 -0 69 0 00 0 69 0 00 0 69 0 00 0 69 0 00 -0 69 0 00 0 00 0 00 Span Minor Id Major LS LL MS RL RS Moment (f -k) 0 00 0 00 -1 10 5 63 6 62 12 33 4 28 12 33 -4 28 12 33 4 28 12 33 4 28 12 33 4 22 12 25 0 00 0 33 Calc Allow UC Loc UC 0 27 9 44 0 03 RS 0 01 1 10 9 44 0 12 LS 0 02 6 62 15 63 0 42 LS 0 00 -4 28 15 63 0 27 LS 0 00 4 28 15 63 0 27 LS 0 00 -4 28 15 63 0 27 LS 0 00 4 28 15 63 0 27 LS 0 00 4 22 15 63 0 27 LS 0 00 0 00 15 63 0 00 LS 0 00 Cb Checked By LS LL MS RL RS 1 2 5 2 5 2 5 2 5 2 5 2 5 1 00 1 00 1 00 1 00 1 00 2 10 7 0 6 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 3 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 4 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 5 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 6 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 7 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 8 24 5 0 0 0 0 0 0 0 0 24 5 1 00 1 00 1 00 1 00 1 00 8/ 5/08 8 27am 0 27 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 Mom +Shr Deflection(in) Calc Allow 0 02 0 03 0 69 0 45 0 45 0 45 0 45 -0 43 0 02 Available Reduction Factor Out In 1 00 0 60 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 Page 227 Of 446 r 1 r I H CI STEEL BUILDING SYSTEMS. INC. 4050 Eave Design Report (Wall 2) 8/ 5/08 8 27am 9 0 3 0 3 0 3 0 0 0 3 0 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 LOAD COMBINATION 7 DL +CL +SL /2 +AUX4 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 14 0 00 0 00 0 00 0 18 2 0 32 -0 28 0 18 -0 71 5 63 0 00 3 1 07 -1 07 0 00 -6 62 12 33 0 00 4 1 07 -1 07 0 00 -6 62 12 33 0 00 5 0 69 -0 69 0 00 -4 28 12 33 0 00 6 0 69 -0 69 0 00 -4 28 12 33 0 00 7 0 69 -0 69 0 00 -4 28 12 33 0 00 8 0 69 -0 69 0 00 -4 22 12 25 0 00 9 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 14 3 24 0 04 RS 0 18 9 44 0 02 LS 0 00 0 01 2 LS 0 32 3 24 0 10 MS -0 71 9 44 0 08 LS 0 00 -0 02 3 LS 1 07 9 33 0 11 MS -6 62 15 63 0 42 LS 0 00 -0 69 4 LS 1 07 9 33 0 11 MS -6 62 15 63 0 42 LS 0 00 -0 69 5 LS 0 69 9 33 0 07 MS -4 28 15 63 0 27 LS 0 00 -0 45 6 LS 0 69 9 33 0 07 MS -4 28 15 63 0 27 LS 0 00 -0 45 7 LS 0 69 9 33 0 07 MS -4 28 15 63 0 27 LS 0 00 -0 45 8 RS -0 69 9 33 0 07 MS -4 22 15 63 0 27 LS 0 00 -0 43 9 LS 0 02 9 33 0 00 LS 0 00 15 63 0 00 LS 0 00 0 02 UNBRACE LENGTHS Job Nol 4050 Customer) Clallum Builders Exc Inc Description Westport Shipyard Cabinet modify Date 8/8/2008 Designed By JRS Checked By Page 228 Of 446 r r L NCI STEEL BUILDING SYSTEMS. INC. Span 1 2 3 4 5 6 7 8 9 EAVE ANALYSIS Span Left Id Sup 0 00 0 32 0 69 1 07 1 07 0 69 0 69 0 69 0 02 LOAD COMBINATION 8 DL +CL +SL /2 +AUX5 STRENGTH /DEFLECTION Job No 4050 modify 111 Customer Clallum Builders Exc Inc I Date 8/8/2008 Description Westport Shipyard Cabinet Designed By JRS Checked By 4050 Eave Design Report (Wall 2) Available Reduction Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In 1 2 5 2 5 2 5 2 5 2 5 2 5 1 00 1 00 1 00 1 00 1 00 2 10 7 0 6 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 3 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 4 24 7 24 7 0 0 0 0 0 0 24 7 1 00 1 00 1 00 1 00 1 00 5 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 6 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 7 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 8 24 5 0 0 0 0 0 0 0 0 24 5 1 00 1 00 1 00 1 00 1 00 9 0 3 0 3 0 3 0 0 0 3 0 3 1 00 1 00 1 00 1 00 1 00 Shear(k) Left Right Right Left Left Lap Lap Sup Sup Lap 0 14 0 00 -0 28 0 18 0 69 0 00 1 07 0 00 -1 07 0 00 0 69 0 00 0 69 0 00 0 69 0 00 0 00 0 00 8/ 5/08 8 27am 1 00 0 60 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 60 Moment (f -k) MidSpan Right Right Mom Loc Lap Sup 0 00 0 00 0 71 5 63 -4 28 12 33 6 62 12 33 6 62 12 33 4 28 12 33 4 28 12 33 4 22 12 25 0 00 0 33 Page 229 Of 446 0 18 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 Mom +Shr Deflection(in) Span Shear(k) Moment(f -k) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow HCI STEEL BUILDING SYSTEMS. INC. 1 RS -0 14 3 24 0 04 RS 2 LS 0 32 3 24 0 10 MS 3 LS 0 69 9 33 0 07 MS 4 LS 1 07 9 33 0 11 MS 5 LS 1 07 9 33 0 11 MS 6 LS 0 69 9 33 0 07 MS 7 LS 0 69 9 33 0 07 MS 8 RS -0 69 9 33 0 07 MS 9 LS 0 02 9 33 0 00 LS UNBRACE LENGTHS EAVE ANALYSIS Span Left Id Sup 1 0 00 2 0 32 Job No 4050 Customer Clallum Builders Exc Inc Description! Westport Shipyard Cabinet 4050 Eave Design Report (Wall 2) Span Minor Id Major LS LL MS RL RS 1 2 5 2 5 2 5 2 5 2 5 2 5 1 00 1 00 1 00 1 00 1 00 2 10 7 0 6 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 3 24 7 24 7 0 0 0 0 0 0 24 7 1 00 1 00 1 00 1 00 1 00 4 24 7 24 7 0 0 0 0 0 0 24 7 1 00 1 00 1 00 1 00 1 00 5 24 7 24 7 0 0 0 0 0 0 24 7 1 00 1 00 1 00 1 00 1 00 6 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 7 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 8 24 5 0 0 0 0 0 0 0 0 24 5 1 00 1 00 1 00 1 00 1 00 9 0 3 0 3 0 3 0 0 0 3 0 3 1 00 1 00 1 00 1 00 1 00 LOAD COMBINATION 9 DL +CL +SL /2 +AUX6 Shear (k) Left Right Right Lap Lap Sup 0 18 9 44 0 02 LS 0 00 -0 71 9 44 0 08 LS 0 00 -4 28 15 63 0 27 LS 0 00 6 62 15 63 0 42 LS 0 00 6 62 15 63 0 42 LS 0 00 4 28 15 63 0 27 LS 0 00 -4 28 15 63 0 27 LS 0 00 4 22 15 63 0 27 LS 0 00 0 00 15 63 0 00 LS 0 00 LS LL MS RL RS Left Left Sup Lap Cb modify -0 14 0 00 0 00 0 00 -0 28 0 18 -0 71 5 63 Date 8/8/2008 Designed By JRS Checked By 8/ 5/08 8 27am 0 01 0 02 0 45 0 69 0 69 0 45 0 45 0 43 0 02 Available Reduction Factor Out In 1 00 0 60 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 60 Moment (f -k) MidSpan Right Right Mom Loc Lap Sup Page 230 Of 446 0 18 0 00 r r 4050 Span Id 1 2 3 4 5 6 7 8 9 HCI STEEL BUILDING SYSTEMS, INC. 3 0 69 4 0 69 5 1 07 6 1 07 7 0 69 8 0 69 9 0 02 RS LS LS LS LS LS LS RS LS UNBRACE LENGTHS STRENGTH /DEFLECTION Shear (k) Customer Clallum Builders Exc Inc I Date 8/8/2008 Description Westport Shipyard Cabinet I Designed By JRS Checked By Eave Loc Calc Allow UC Loc 0 14 3 24 0 04 RS 0 32 3 24 0 10 MS 0 69 9 33 0 07 MS 0 69 9 33 0 07 MS 1 07 9 33 0 11 MS 1 07 9 33 0 11 MS 0 69 9 33 0 07 MS 0 69 9 33 0 07 MS 0 02 9 33 0 00 LS 0 69 0 00 0 69 0 00 -1 07 0 00 1 07 0 00 0 69 0 00 -0 69 0 00 0 00 0 00 Span Minor Id Major LS LL MS RL RS Job No 4050 modify Design Report (Wall 2) Moment (f -k) 4 28 12 33 4 28 12 33 6 62 12 33 6 62 12 33 4 28 12 33 -4 22 12 25 0 00 0 33 Calc Allow UC Loc UC 0 18 9 44 0 02 LS 0 00 0 71 9 44 0 08 LS 0 00 4 28 15 63 0 27 LS 0 00 4 28 15 63 0 27 LS 0 00 6 62 15 63 0 42 LS 0 00 6 62 15 63 0 42 LS 0 00 4 28 15 63 0 27 LS 0 00 4 22 15 63 0 27 LS 0 00 0 00 15 63 0 00 LS 0 00 Cb LS LL MS RL RS 1 2 5 2 5 2 5 2 5 2 5 2 5 1 00 1 00 1 00 1 00 1 00 2 10 7 0 6 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 3 24 7 24 7 0 0 0 0 0 0 24 7 1 00 1 00 1 00 1 00 1 00 4 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 5 24 7 24 7 0 0 0 0 0 0 24 7 1 00 1 00 1 00 1 00 1 00 6 24 7 24 7 0 0 0 0 0 0 24 7 1 00 1 00 1 00 1 00 1 00 7 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 8 24 5 0 0 0 0 0 0 0 0 24 5 1 00 1 00 1 00 1 00 1 00 9 0 3 0 3 0 3 0 0 0 3 0 3 1 00 1 00 1 00 1 00 1 00 8/ 5/08 8 27am Mom +Shr Deflection(in) Calc Allow 0 01 -0 02 0 45 0 45 0 69 -0 69 0 45 0 43 0 02 Available Reduction Factor Out In 1 00 0 60 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 60 Page 231 Of 446 0 00 0 00 0 00 0 00 0 00 0 00 0 00 r r HCI STEEL BUILDING SYSTEMS, INC. 4050 LOAD COMBINATION #10 DL +CL +SL /2 +AUX7 EAVE ANALYSIS Span Left Id Sup STRENGTH /DEFLECTION Span Shear(k) Id Loc Calc Allow UC Loc 1 2 3 4 5 6 7 8 9 UNBRACE LENGTHS Span 1 0 00 2 0 32 3 0 69 4 0 69 5 0 69 6 1 07 7 1 07 8 0 69 9 0 02 RS LS LS LS LS LS LS RS LS Job No 4050 Customer Clallum Builders Exc Inc Description) Westport Shipyard Cabinet Eave Shear(k) Left Right Right Lap Lap Sup 0 14 3 24 0 04 RS 0 32 3 24 0 10 MS 0 69 9 33 0 07 MS 0 69 9 33 0 07 MS 0 69 9 33 0 07 MS 1 07 9 33 0 11 MS 1 07 9 33 0 11 MS 0 69 9 33 0 07 MS 0 02 9 33 0 00 LS Minor Design Report (Wall 2) 0 14 0 00 0 28 0 18 0 69 0 00 0 69 0 00 0 69 0 00 1 07 0 00 1 07 0 00 0 69 0 00 0 00 0 00 Left Left Sup Lap Moment (f -k) Cb modify Date 0 00 0 00 -0 71 5 63 4 28 12 33 4 28 12 33 -4 28 12 33 6 62 12 33 6 62 12 33 -4 22 12 25 0 00 0 33 Calc Allow UC Loc UC 0 18 9 44 0 02 LS 0 00 -0 71 9 44 0 08 LS 0 00 4 28 15 63 0 27 LS 0 00 -4 28 15 63 0 27 LS 0 00 4 28 15 63 0 27 LS 0 00 6 62 15 63 0 42 LS 0 00 6 62 15 63 0 42 LS 0 00 4 22 15 63 0 27 LS 0 00 0 00 15 63 0 00 LS 0 00 Designed Byl JRS Checked By 8/8/2008 8/ 5/08 8 27am Moment (f -k) MidSpan Right Right Mom Loc Lap Sup 0 18 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 Mom +Shr Deflection(in) Calc Allow 0 01 -0 02 -0 45 -0 45 0 45 0 69 -0 69 -0 43 0 02 Available Reduction Factor Page 232 Of 446 Job No 1 4050 d+ I Customer Clallum Builders Exc Inc Description) Westport Shipyard Cabinet HCI STEEL BUILDING SYSTEMS. INC. 4050 Eave Design Report (Wall 2) 8/ 5/08 8 27am Id Major LS LL MS RL RS LS LL MS RL RS Out In 1 2 5 2 5 2 5 2 5 2 5 2 5 1 00 1 00 1 00 1 00 1 00 1 00 0 60 2 10 7 0 6 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 3 24 7 24 7 0 0 0 0 0 0 24 7 1 00 1 00 1 00 1 00 1 00 1 00 0 40 4 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 5 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 6 24 7 24 7 0 0 0 0 0 0 24 7 1 00 1 00 1 00 1 00 1 00 1 00 0 40 7 24 7 24 7 0 0 0 0 0 0 24 7 1 00 1 00 1 00 1 00 1 00 1 00 0 40 8 24 5 0 0 0 0 0 0 0 0 24 5 1 00 1 00 1 00 1 00 1 00 1 00 0 40 9 0 3 0 3 0 3 0 0 0 3 0 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 LOAD COMBINATION #11 DL +CL +SL /2 +AUX8 EAVE ANALYSIS modify Date l 8/8/2008 Designed By JRS Checked By 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 14 0 00 0 00 0 00 0 18 2 0 32 -0 28 0 18 -0 71 5 63 0 00 3 0 69 -0 69 0 00 -4 28 12 33 0 00 4 0 69 -0 69 0 00 -4 28 12 33 0 00 5 0 69 -0 69 0 00 -4 28 12 33 0 00 6 0 69 -0 69 0 00 -4 28 12 33 0 00 7 1 07 -1 07 0 00 -6 62 12 33 0 00 8 1 07 -1 07 0 00 -6 52 12 25 0 00 9 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 1 RS -0 14 3 24 0 04 RS 0 18 9 44 0 02 LS 0 00 0 01 2 LS 0 32 3 24 0 10 MS -0 71 9 44 0 08 LS 0 00 -0 02 Page 233 Of 446 r r HCI STEEL BUILDING SYSTEMS. INC. 4050 Eave Design Report (Wall 2) 3 4 5 6 7 8 9 LS LS LS LS LS RS LS UNBRACE LENGTHS Job No Customer Description 0 69 9 33 0 07 MS 0 69 9 33 0 07 MS 0 69 9 33 0 07 MS 0 69 9 33 0 07 MS 1 07 9 33 0 11 MS -1 07 9 33 0 11 MS 0 03 9 33 0 00 LS Span Minor Id Major LS LL MS RL RS 1 2 5 2 5 2 5 2 5 2 5 2 5 1 00 1 00 1 00 1 00 1 00 2 10 7 0 6 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 3 24 7 24 7 0 0 0 0 0 0 24 7 1 00 1 00 1 00 1 00 1 00 4 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 5 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 6 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 7 24 7 24 7 0 0 0 0 0 0 24 7 1 00 1 00 1 00 1 00 1 00 8 24 5 0 0 0 0 0 0 0 0 24 5 1 00 1 00 1 00 1 00 1 00 9 0 3 0 3 0 3 0 0 0 3 0 3 1 00 1 00 1 00 1 00 1 00 LOAD COMBINATION #12 DL +CL +SL /2 +AUX1 EAVE ANALYSIS Span Left Id Sup 1 0 00 2 0 49 3 0 69 4 0 69 5 0 69 Shear(k) Left Right Right Lap Lap Sup 4050 modify 0 22 0 00 0 44 0 27 0 69 0 00 0 69 0 00 -0 69 0 00 -4 28 15 63 0 27 LS 0 00 -4 28 15 63 0 27 LS 0 00 -4 28 15 63 0 27 LS 0 00 -4 28 15 63 0 27 LS 0 00 -6 62 15 63 0 42 LS 0 00 -6 52 15 63 0 42 LS 0 00 0 00 15 63 0 00 LS 0 00 LS LL MS RL RS Left Left Sup Lap Cb 0 00 0 00 -1 10 5 63 -4 28 12 33 -4 28 12 33 -4 28 12 33 Clallum Builders Exc Inc i Date 1 8/8/2008 Westport Shipyard Cabinet I Designed By JRS Checked By 8/ 5/08 8 27am -0 45 -0 45 0 45 0 45 0 69 0 67 0 03 Available Reduction Factor Out In 1 00 0 60 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 60 Moment (f -k) MidSpan Right Right Mom Loc Lap Sup Page 234 Of 446 0 27 0 00 0 00 0 00 0 00 r r t y I HCI STEEL BUILDING SYSTEMS. INC. 4050 6 0 69 7 0 69 8 0 69 9 0 02 STRENGTH /DEFLECTION 1 RS 2 LS 3 LS 4 LS 5 LS 6 LS 7 LS 8 RS 9 LS UNBRACE LENGTHS Customer I Clallum Builders Exc Inc Date 8/8/2008 Description) Westport Shipyard Cabinet Designed By JRS Checked By Eave Span Shear(k) Id Loc Calc Allow UC Loc 0 22 3 24 0 07 RS 0 49 3 24 0 15 MS 0 69 9 33 0 07 MS 0 69 9 33 0 07 MS 0 69 9 33 0 07 MS 0 69 9 33 0 07 MS 0 69 9 33 0 07 MS 0 69 9 33 0 07 MS 0 02 9 33 0 00 LS 0 69 0 00 -0 69 0 00 0 69 0 00 0 00 0 00 Span Minor Id Major LS LL MS RL RS LOAD COMBINATION #13 DL +CL +SL /2 +AUX2 Job No 4050 modify Design Report (Wall 2) Moment (f -k) -4 28 12 33 4 28 12 33 4 22 12 25 0 00 0 33 Calc Allow UC Loc UC 0 27 9 44 0 03 RS 0 01 -1 10 9 44 0 12 LS 0 02 4 28 15 63 0 27 LS 0 00 4 28 15 63 0 27 LS 0 00 4 28 15 63 0 27 LS 0 00 -4 28 15 63 0 27 LS 0 00 -4 28 15 63 0 27 LS 0 00 4 22 15 63 0 27 LS 0 00 0 00 15 63 0 00 LS 0 00 Cb LS LL MS RL RS 1 2 5 2 5 2 5 2 5 2 5 2 5 1 00 1 00 1 00 1 00 1 00 2 10 7 0 6 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 3 24 7 24 7 0 0 0 0 0 0 24 7 1 00 1 00 1 00 1 00 1 00 4 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 5 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 6 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 7 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 8 24 5 0 0 0 0 0 0 0 0 24 5 1 00 1 00 1 00 1 00 1 00 9 0 3 0 3 0 3 0 0 0 3 0 3 1 00 1 00 1 00 1 00 1 00 8/ 5/08 8 27am Page 235 Of 446 0 00 0 00 0 00 0 00 Mom +Shr Deflection(in) Calc Allow 0 02 -0 03 0 45 -0 45 0 45 0 45 0 45 0 43 0 02 Available Reduction Factor Out In 1 00 0 60 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 60 r Ili HCI STEEL BUILDING SYSTEMS, INC. 4050 1 RS 2 LS 3 LS 4 LS 5 LS 6 LS 7 LS 8 RS 9 LS EAVE ANALYSIS Span Left Id Sup 1 0 00 2 0 32 3 0 69 4 0 69 5 0 69 6 0 69 7 0 69 8 1 07 9 0 03 STRENGTH /DEFLECTION UNBRACE LENGTHS Span Id Major Customer Clallum Builders Exc Inc Date Description Westport Shipyard Cabinet I Designed By JRS Checked By Eave Shear(k) Left Right Right Lap Lap Sup Span Shear(k) Id Loc Calc Allow UC Loc 0 14 3 24 0 04 RS 0 32 3 24 0 10 MS 0 69 9 33 0 07 MS 0 69 9 33 0 07 MS 0 69 9 33 0 07 MS 0 69 9 33 0 07 MS 0 69 9 33 0 07 MS 1 07 9 33 0 11 MS 0 03 9 33 0 00 LS Job No 4050 modify Design Report (Wall 2) 0 14 0 00 0 28 0 18 0 69 0 00 0 69 0 00 -0 69 0 00 0 69 0 00 -0 69 0 00 -1 07 0 00 0 00 0 00 Left Left Sup Lap Moment (f -k) 0 00 0 00 0 71 5 63 4 28 12 33 4 28 12 33 -4 28 12 33 -4 28 12 33 4 28 12 33 6 52 12 25 0 00 0 33 Calc Allow UC Loc UC Calc Allow 0 18 9 44 0 02 LS 0 00 0 71 9 44 0 08 LS 0 00 -4 28 15 63 0 27 LS 0 00 -4 28 15 63 0 27 LS 0 00 -4 28 15 63 0 27 LS 0 00 4 28 15 63 0 27 LS 0 00 -4 28 15 63 0 27 LS 0 00 -6 52 15 63 0 42 LS 0 00 0 00 15 63 0 00 LS 0 00 Mom +Shr Deflection(in) 0 01 0 02 0 45 0 45 0 45 -0 45 0 45 0 67 0 03 8/8/2008 8/ 5/08 8 27am Moment (f -k) MidSpan Right Right Mom Loc Lap Sup Available Reduction Minor Cb Factor LS LL MS RL RS LS LL MS RL RS Out In 1 2 5 2 5 2 5 2 5 2 5 2 5 1 00 1 00 1 00 1 00 1 00 1 00 0 60 Page 236 Of 446 0 18 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 Job No 4 0 5 0 Customer I Clallum Builders Exc Inc Description Westport Shipyard Cabinet 4050 Span Id 1 2 3 4 5 NCI STEEL BUILDING SYSTEMS. INC. 2 10 7 0 6 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 3 24 7 24 7 0 0 0 0 0 0 24 7 1 00 1 00 1 00 1 00 1 00 1 00 0 40 4 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 5 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 6 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 7 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 8 24 5 0 0 0 0 0 0 0 0 24 5 1 00 1 00 1 00 1 00 1 00 1 00 0 40 9 0 3 0 3 0 3 0 0 0 3 0 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 LOAD COMBINATION #14 DL +CL +SL -1 OAUX1 EAVE ANALYSIS Span Left Id Sup 1 0 00 2 0 32 3 1 07 4 1 07 5 1 07 6 1 07 7 1 07 8 1 06 9 0 03 STRENGTH /DEFLECTION RS LS LS LS LS Eave Shear(k) Left Right Right Lap Lap Sup Shear(k) Loc Calc Allow UC Loc -0 14 3 24 0 04 RS 0 32 3 24 0 10 MS 1 07 9 33 0 11 MS 1 07 9 33 0 11 MS 1 07 9 33 0 11 MS -0 14 0 00 -0 28 0 18 -1 07 0 00 1 07 0 00 1 07 0 00 -1 07 0 00 -1 07 0 00 1 06 0 00 0 00 0 00 Left Left Sup Lap Moment (f -k) Calc Allow UC 0 00 0 00 0 71 5 63 6 60 12 33 6 60 12 33 6 60 12 33 6 60 12 33 -6 60 12 33 6 51 12 25 0 00 0 33 0 18 9 44 0 02 LS 0 00 -0 71 9 44 0 08 LS 0 00 -6 60 15 63 0 42 LS 0 00 -6 60 15 63 0 42 LS 0 00 -6 60 15 63 0 42 LS 0 00 modify Date Designed By Checked By 0 01 0 02 0 69 -0 69 0 69 8/8/2008 JRS Design Report (Wall 2) 8/ 5/08 8 27am Moment (f -k) MidSpan Right Right Mom Loc Lap Sup Page 237 Of 446 0 18 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 Mom +Shr Deflection(in) Loc UC Calc Allow r HCI STEEL BUILDING SYSTEMS. INC. 6 7 8 9 LS LS RS LS UNBRACE LENGTHS EAVE ANALYSIS Span Left Id Sup 1 2 3 4 5 6 7 8 0 00 0 49 1 07 1 07 1 07 1 07 1 07 0 69 Job No 4050 Span Minor Id Major LS LL MS RL RS Customer I Clallum Builders Exc Inc Description Westport Shipyard Cabinet 4050 Eave Design Report (Wall 2) 1 07 9 33 0 11 MS 1 07 9 33 0 11 MS -1 06 9 33 0 11 MS 0 03 9 33 0 00 LS 1 2 5 2 5 2 5 0 0 2 5 2 5 1 00 1 00 1 00 1 00 1 00 2 10 7 0 6 0 0 0 0 0 0 10 1 1 00 1 00 1 00 1 00 1 00 3 24 7 24 7 0 0 0 0 0 0 24 7 1 00 1 00 1 00 1 00 1 00 4 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 5 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 6 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 7 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 8 24 5 24 5 0 0 0 0 0 0 24 5 1 00 1 00 1 00 1 00 1 00 9 0 3 0 3 0 3 0 0 0 3 0 3 1 00 1 00 1 00 1 00 1 00 LOAD COMBINATION #15 DL +CL +SL -1 OAUX2 Shear (k) Left Right Right Lap Lap Sup -0 22 0 00 0 44 0 27 -1 07 0 00 1 07 0 00 -1 07 0 00 1 07 0 00 1 07 0 00 0 69 0 00 -6 60 15 63 0 42 LS 0 00 -6 60 15 63 0 42 LS 0 00 -6 51 15 63 0 42 LS 0 00 0 00 15 63 0 00 LS 0 00 Left Left Sup Lap modify 0 00 0 00 -1 10 5 63 -6 60 12 33 -6 60 12 33 -6 60 12 33 -6 60 12 33 -6 60 12 33 -4 20 12 25 Date 8/8/2008 Designed By JRS Checked By 8/ 5/08 8 27am 0 69 -0 69 0 67 0 03 Available Reduction Cb Factor LS LL MS RL RS Out In 1 00 0 60 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 60 Moment (f -k) MidSpan Right Right Mom Loc Lap Sup Page 238 Of 446 0 27 0 00 0 00 0 00 0 00 0 00 0 00 0 00 Job No 1 4050 modify F I Customer) Clallum Builders Exc Inc Date 1 8/8/2008 Description Westport Shipyard Cabinet Designed By JRS HCI STEEL BUILDING SYSTEMS. INC. Checked By 4050 9 0 02 STRENGTH /DEFLECTION Span Id 1 2 3 4 5 6 7 8 9 UNBRACE LENGTHS EAVE ANALYSIS Shear (k) Eave Loc Calc Allow UC Loc RS LS LS LS LS LS LS RS LS 0 22 3 24 0 07 RS 0 49 3 24 0 15 MS 1 07 9 33 0 11 MS 1 07 9 33 0 11 MS 1 07 9 33 0 11 MS 1 07 9 33 0 11 MS 1 07 9 33 0 11 MS 0 69 9 33 0 07 MS 0 02 9 33 0 00 LS Span Minor Id Major LS LL MS RL RS LOAD COMBINATION #16 DL +CL +1 6AUX3 Design Report (Wall 2) 0 00 0 00 0 00 Moment(f -k) 0 33 Calc Allow UC Loc UC 0 27 9 44 0 03 RS 0 01 1 10 9 44 0 12 LS 0 02 6 60 15 63 0 42 LS 0 00 6 60 15 63 0 42 LS 0 00 -6 60 15 63 0 42 LS 0 00 -6 60 15 63 0 42 LS 0 00 6 60 15 63 0 42 LS 0 00 4 20 15 63 0 27 LS 0 00 0 00 15 63 0 00 LS 0 00 Cb LS LL MS RL RS 1 2 5 2 5 2 5 2 5 2 5 2 5 1 00 1 00 1 00 1 00 1 00 2 10 7 0 6 0 0 0 0 0 0 10 1 1 00 1 00 1 00 1 00 1 00 3 24 7 24 7 0 0 0 0 0 0 24 7 1 00 1 00 1 00 1 00 1 00 4 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 5 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 6 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 7 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 8 24 5 24 5 0 0 0 0 0 0 24 5 1 00 1 00 1 00 1 00 1 00 9 0 3 0 3 0 3 0 0 0 3 0 3 1 00 1 00 1 00 1 00 1 00 8/ 5/08 8 27am 0 00 Mom +Shr Deflection(in) Calc Allow 0 02 -0 03 0 69 0 69 0 69 -0 69 -0 69 0 43 0 02 Available Reduction Factor Out In 1 00 0 60 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 60 Page 239 Of 446 r r r HCI STEEL BUILDING SYSTEMS, INC. 4050 Span Left Id Sup 1 0 00 2 0 42 3 0 92 4 0 32 5 0 32 6 0 32 7 0 32 8 0 32 9 0 01 STRENGTH /DEFLECTION Eave Shear(k) Left Right Right Lap Lap Sup Span Shear(k) Id Loc Calc Allow UC Loc 1 2 3 4 5 6 7 8 9 RS LS RS LS LS LS LS RS LS UNBRACE LENGTHS Job No 4050 modify Customer I Clallum Builders Exc Inc I Date 8/8/2008 Description Westport Shipyard Cabinet I Designed By JRS Checked Byl 0 19 3 24 0 06 RS 0 42 3 24 0 13 MS 0 92 9 33 0 10 MS 0 32 9 33 0 03 MS 0 32 9 33 0 03 MS 0 32 9 33 0 03 MS 0 32 9 33 0 03 MS 0 32 9 33 0 03 MS 0 01 9 33 0 00 LS Design Report (Wall 2) -0 19 0 00 0 38 0 23 0 92 0 00 0 32 0 00 0 32 0 00 0 32 0 00 0 32 0 00 0 32 0 00 0 00 0 00 Left Left Sup Lap Moment (f -k) 0 00 0 00 0 95 5 63 5 70 12 33 1 96 12 33 1 96 12 33 1 96 12 33 1 96 12 33 1 93 12 25 0 00 0 33 Calc Allow UC Loc UC 0 23 9 44 0 02 RS 0 00 0 95 9 44 0 10 LS 0 02 5 70 15 63 0 36 LS 0 00 1 96 15 63 0 13 LS 0 00 1 96 15 63 0 13 LS 0 00 1 96 15 63 0 13 LS 0 00 1 96 15 63 0 13 LS 0 00 1 93 15 63 0 12 LS 0 00 0 00 15 63 0 00 LS 0 00 Span Minor Cb Id Major LS LL MS RL RS LS LL MS RL RS 1 2 5 2 5 2 5 2 5 2 5 2 5 1 00 1 00 1 00 1 00 1 00 2 10 7 0 6 0 0 0 0 0 0 10 1 1 00 1 00 1 00 1 00 1 00 3 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 4 24 7 0 0 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 8/ 5/08 8 27am Moment (f -k) MidSpan Right Right Mom Loc Lap Sup Mom +Shr Deflection(in) Calc Allow 0 02 -0 03 -0 59 0 20 -0 20 0 20 -0 20 0 20 0 01 Available Reduction Factor Out In 1 00 0 60 1 00 0 40 1 00 0 40 1 00 0 40 Page 240 Of 446 0 23 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 r Job No 11. ;111i GIRL Customer Description HCI STEEL BUILDING SYSTEMS. INC. 4050 LOAD COMBINATION #17 DL +CL +1 6AUX4 EAVE ANALYSIS Span Left Id Sup STRENGTH /DEFLECTION Span Id 1 2 3 4 5 6 7 8 1 0 00 2 0 14 3 0 92 4 0 92 5 0 32 6 0 32 7 0 32 8 0 32 9 0 01 Loc Calc Allow UC Loc RS LS RS LS LS LS LS RS Eave Shear(k) Left Right Right Lap Lap Sup Shear(k) 0 06 3 24 0 02 RS 0 14 3 24 0 04 MS 0 92 9 33 0 10 MS 0 92 9 33 0 10 MS 0 32 9 33 0 03 MS 0 32 9 33 0 03 MS 0 32 9 33 0 03 MS -0 32 9 33 0 03 MS 4050 Clallum Builders Exc Inc Westport Shipyard Cabinet Design Report (Wall 2) 5 24 7 0 0 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 6 24 7 0 0 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 7 24 7 0 0 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 8 24 5 24 5 0 0 0 0 0 0 24 5 1 00 1 00 1 00 1 00 1 00 9 0 3 0 3 0 3 0 0 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 06 0 00 0 13 0 08 -0 92 0 00 0 92 0 00 0 32 0 00 0 32 0 00 0 32 0 00 -0 32 0 00 0 00 0 00 Left Left Sup Lap 0 00 0 00 0 33 5 63 -5 70 12 33 5 70 12 33 1 96 12 33 1 96 12 33 1 96 12 33 1 93 12 25 0 00 0 33 Calc Allow UC Loc UC 0 08 9 44 0 01 LS 0 00 -0 33 9 44 0 03 LS 0 00 -5 70 15 63 0 36 LS 0 00 5 70 15 63 0 36 LS 0 00 1 96 15 63 0 13 LS 0 00 1 96 15 63 0 13 LS 0 00 1 96 15 63 0 13 LS 0 00 1 93 15 63 0 12 LS 0 00 modify Date 8/8/2008 Designed By JRS Checked By 8/ 5/08 8 27am 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 60 Moment (f -k) MidSpan Right Right Mom Loc Lap Sup 0 08 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 Moment(f -k) Mom +Shr Deflection(in) Calc Allow 0 01 0 01 0 59 -0 59 0 20 0 20 0 20 0 20 Page 241 Of 446 HCI STEEL BUILDING L- SYSTEMS. INC. UNBRACE LENGTHS EAVE ANALYSIS Span Left Id Sup 1 0 00 2 0 14 3 0 32 4 0 92 5 0 92 6 0 32 7 0 32 8 0 32 9 0 01 Job No 4050 modify Customer Clallum Builders Exc Inc I Date 8/8/2008 Description) Westport Shipyard Cabinet I Designed Byl JRS 4050 Eave Design Report (Wall 2) 9 LS 0 01 9 33 0 00 LS 0 00 15 63 0 00 LS 0 00 Span Minor Cb Id Major LS LL MS RL RS LS LL MS RL RS 1 2 5 2 5 2 5 0 0 2 5 2 5 1 00 1 00 1 00 1 00 1 00 2 10 7 0 6 0 0 0 0 0 0 10 1 1 00 1 00 1 00 1 00 1 00 3 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 4 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 5 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 6 24 7 0 0 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 7 24 7 0 0 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 8 24 5 24 5 0 0 0 0 0 0 24 5 1 00 1 00 1 00 1 00 1 00 9 0 3 0 3 0 3 0 0 0 3 0 3 1 00 1 00 1 00 1 00 1 00 LOAD COMBINATION #18 DL +CL +1 6AUX5 Shear(k) Left Right Right Left Left Lap Lap Sup Sup Lap 0 06 0 00 0 13 0 08 0 32 0 00 0 92 0 00 0 92 0 00 0 32 0 00 -0 32 0 00 0 32 0 00 0 00 0 00 Moment (f -k) MidSpan Right Right Mom Loc Lap Sup 0 00 0 00 0 33 5 63 1 96 12 33 5 70 12 33 5 70 12 33 1 96 12 33 1 96 12 33 1 93 12 25 0 00 0 33 Checked By 8/ 5/08 8 27am 0 01 Available Reduction Factor Out In 1 00 0 60 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 60 Page 242 Of 446 0 08 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 HCI STEEL BUILDING SYSTEMS. INC. 4050 STRENGTH /DEFLECTION Span Id 1 2 3 4 5 6 7 8 9 Loc Calc Allow UC Loc RS LS LS LS LS LS LS RS LS UNBRACE LENGTHS Shear(k) Eave 0 06 3 24 0 02 RS 0 14 3 24 0 04 MS 0 32 9 33 0 03 MS 0 92 9 33 0 10 MS 0 92 9 33 0 10 MS 0 32 9 33 0 03 MS 0 32 9 33 0 03 MS 0 32 9 33 0 03 MS 0 01 9 33 0 00 LS Span Minor Id Major LS LL MS RL RS LOAD COMBINATION #19 DL +CL +1 6AUX6 EAVE ANALYSIS Shear(k) Span Left Left Right Right Job No 4050 modify Customer! Clallum Builders Exc Inc Date 8/8/2008 Description! Westport. Shipyard Cabinet Designed By JRS Design Report (Wall 2) Moment (f -k) Calc Allow UC Loc UC 0 08 9 44 0 01 LS 0 00 0 33 9 44 0 03 LS 0 00 1 96 15 63 0 13 LS 0 00 -5 70 15 63 0 36 LS 0 00 -5 70 15 63 0 36 LS 0 00 -1 96 15 63 0 13 LS 0 00 1 96 15 63 0 13 LS 0 00 1 93 15 63 0 12 LS 0 00 0 00 15 63 0 00 LS 0 00 Cb Moment(f -k) Left Left MidSpan Checked By LS LL MS RL RS 1 2 5 2 5 2 5 0 0 2 5 2 5 1 00 1 00 1 00 1 00 1 00 2 10 7 0 6 0 0 0 0 0 0 10 1 1 00 1 00 1 00 1 00 1 00 3 24 7 24 7 0 0 0 0 0 0 24 7 1 00 1 00 1 00 1 00 1 00 4 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 5 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 6 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 7 24 7 0 0 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 8 24 5 24 5 0 0 0 0 0 0 24 5 1 00 1 00 1 00 1 00 1 00 9 0 3 0 3 0 3 0 0 0 3 0 3 1 00 1 00 1 00 1 00 1 00 8/ 5/08 8 27am Mom +Shr Deflection(in) Calc Allow 0 01 0 01 0 20 -0 59 0 59 0 20 -0 20 0 20 0 01 Available Reduction Factor Out In 1 00 0 60 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 60 Right Right Page 243 Of 446 Span Id 1 2 3 4 5 6 7 8 9 NCI STEEL BUILDING SYSTEMS. INC. 4050 Id Sup 1 0 00 2 0 14 3 0 32 4 0 32 5 0 92 6 0 92 7 0 32 8 0 32 9 0 01 UNBRACE LENGTHS STRENGTH /DEFLECTION Job No 4050 Customer Clallum Builders Exc Inc Description Westport Shipyard Cabinet Eave Lap Lap Shear (k) Loc Calc Allow UC Loc RS LS LS LS LS LS LS RS LS -0 06 3 24 0 02 RS 0 14 3 24 0 04 MS 0 32 9 33 0 03 MS 0 32 9 33 0 03 MS 0 92 9 33 0 10 MS 0 92 9 33 0 10 MS 0 32 9 33 0 03 MS -0 32 9 33 0 03 MS 0 01 9 33 0 00 LS Design Report (Wall 2) Sup Sup Lap -0 06 0 00 -0 13 0 08 0 32 0 00 0 32 0 00 0 92 0 00 0 92 0 00 0 32 0 00 -0 32 0 00 0 00 0 00 Span Minor Id Major LS LL MS RL RS Moment (f -k) Cb Mom Loc 0 00 0 00 0 33 5 63 -1 96 12 33 1 96 12 33 5 70 12 33 5 70 12 33 1 96 12 33 -1 93 12 25 0 00 0 33 Calc Allow UC Loc UC 0 08 9 44 0 01 LS 0 00 0 33 9 44 0 03 LS 0 00 1 96 15 63 0 13 LS 0 00 1 96 15 63 0 13 LS 0 00 5 70 15 63 0 36 LS 0 00 5 70 15 63 0 36 LS 0 00 1 96 15 63 0 13 LS 0 00 1 93 15 63 0 12 LS 0 00 0 00 15 63 0 00 LS 0 00 LS LL MS RL RS 1 2 5 2 5 2 5 0 0 2 5 2 5 1 00 1 00 1 00 1 00 1 00 2 10 7 0 6 0 0 0 0 0 0 10 1 1 00 1 00 1 00 1 00 1 00 3 24 7 24 7 0 0 0 0 0 0 24 7 1 00 1 00 1 00 1 00 1 00 4 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 5 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 6 24 7 24 7 0 0 0 0 0 0 24 7 1 00 1 00 1 00 1 00 1 00 7 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 modify Date 8/8/2008 Designed By JRS Checked By 8/ 5/08 8 27am Lap Sup Mom +Shr Deflection(in) Calc Allow 0 01 -0 01 -0 20 -0 20 -0 59 -0 59 -0 20 -0 20 0 01 1 00 0 60 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 Available Reduction Factor Out In Page 244 Of 446 0 08 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 HCI STEEL BUILDING SYSTEMS, INC. 4050 Eave LOAD COMBINATION #20 DL +CL +1 6AUX7 EAVE ANALYSIS Span Left Id Sup 1 0 00 2 0 14 3 0 32 4 0 32 5 0 32 6 0 92 7 0 92 8 0 32 9 0 01 STRENGTH /DEFLECTION Shear(k) Left Right Right Lap Lap Sup Span Shear(k) Id Loc Calc Allow UC Loc 1 RS -0 06 3 24 0 02 RS 2 LS 0 14 3 24 0 04 MS 3 LS 0 32 9 33 0 03 MS 4 LS 0 32 9 33 0 03 MS 5 LS 0 32 9 33 0 03 MS 6 LS 0 92 9 33 0 10 MS 7 LS 0 92 9 33 0 10 MS 8 RS -0 32 9 33 0 03 MS 9 LS 0 01 9 33 0 00 LS UNBRACE LENGTHS Job No 4050 modify Customer I Clallum Builders Exc Inc I Date 1 8/8/2008 Description) Westport Shipyard Cabinet Designed Byl JRS Checked By Design Report (Wall 2) -0 06 0 00 0 13 0 08 0 32 0 00 0 32 0 00 0 32 0 00 0 92 0 00 0 92 0 00 0 32 0 00 0 00 0 00 Left Left Sup Lap Moment (f -k) 0 00 0 00 0 33 5 63 1 96 12 33 -1 96 12 33 1 96 12 33 5 70 12 33 5 70 12 33 1 93 12 25 0 00 0 33 Calc Allow UC Loc UC 0 08 9 44 0 01 LS 0 00 0 33 9 44 0 03 LS 0 00 1 96 15 63 0 13 LS 0 00 -1 96 15 63 0 13 LS 0 00 1 96 15 63 0 13 LS 0 00 5 70 15 63 0 36 LS 0 00 -5 70 15 63 0 36 LS 0 00 1 93 15 63 0 12 LS 0 00 0 00 15 63 0 00 LS 0 00 8/ 5/08 8 27am 8 24 5 24 5 0 0 0 0 0 0 24 5 1 00 1 00 1 00 1 00 1 00 1 00 0 40 9 0 3 0 3 0 3 0 0 0 3 0 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 Moment(f -k) MidSpan Right Right Mom Loc Lap Sup 0 08 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 Mom +Shr Deflection(in) Calc Allow 0 01 0 01 -0 20 0 20 0 20 0 59 0 59 0 20 0 01 Page 245 Of 446 Job No NCI STEEL BUILDING SYSTEMS. INC. 4050 Eave Design Report (Wall 2) Span Minor Cb Id Major LS LL MS RL RS LS LL MS RL RS 1 2 5 2 5 2 5 0 0 2 5 2 5 1 00 1 00 1 00 1 00 1 00 2 10 7 0 6 0 0 0 0 0 0 10 1 1 00 1 00 1 00 1 00 1 00 3 24 7 24 7 0 0 0 0 0 0 24 7 1 00 1 00 1 00 1 00 1 00 4 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 5 24 7 0 0 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 6 24 7 24 7 0 0 0 0 0 0 24 7 1 00 1 00 1 00 1 00 1 00 7 24 7 24 7 0 0 0 0 0 0 24 7 1 00 1 00 1 00 1 00 1 00 8 24 5 24 5 0 0 0 0 0 0 24 5 1 00 1 00 1 00 1 00 1 00 9 0 3 0 3 0 3 0 0 0 3 0 3 1 00 1 00 1 00 1 00 1 00 LOAD COMBINATION #21 DL +CL +1 6AUX8 EAVE ANALYSIS Span Left Id Sup 1 2 3 4 5 6 7 8 9 0 00 0 14 0 32 0 32 0 32 0 32 0 92 0 92 0 02 STRENGTH /DEFLECTION Ili Customer Description Shear (k) Left Right Right Lap Lap Sup 4050 modify Clallum Builders Exc Inc I Date 8/8/2008 Westport Shipyard Cabinet Designed Byl JRS Checked By 0 06 0 00 0 13 0 08 -0 32 0 00 -0 32 0 00 0 32 0 00 0 32 0 00 0 92 0 00 0 92 0 00 0 00 0 00 Left Left Sup Lap 0 00 0 00 0 33 5 63 1 96 12 33 -1 96 12 33 1 96 12 33 1 96 12 33 5 70 12 33 5 62 12 25 0 00 0 33 Span Shear(k) Moment(f -k) Mom +Shr 8/ 5/08 8 27am Available Reduction Factor Out In 1 00 0 60 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 60 Moment (f -k) MidSpan Right Right Mom Loc Lap Sup 0 08 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 Deflection(in) Page 246 Of 446 r r L NCI STEEL BUILDING SYSTEMS. INC. Job No 1 RS -0 06 3 24 0 02 RS 2 LS 0 14 3 24 0 04 MS 3 LS 0 32 9 33 0 03 MS 4 LS 0 32 9 33 0 03 MS 5 LS 0 32 9 33 0 03 MS 6 LS 0 32 9 33 0 03 MS 7 LS 0 92 9 33 0 10 MS 8 RS -0 92 9 33 0 10 MS 9 LS 0 02 9 33 0 00 LS UNBRACE LENGTHS LOAD COMBINATION #22 DL +CL +1 6AUX9 4050 Span Minor Id Major LS LL MS RL RS EAVE ANALYSIS Shear(k) Span Left Left Right Right Id Sup Lap Lap Sup Customer Clallum Builders Exc Inc Description Westport Shipyard Cabinet 4050 Eave Design Report (Wall 2) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC 0 08 9 44 0 01 LS 0 00 0 33 9 44 0 03 LS 0 00 1 96 15 63 0 13 LS 0 00 1 96 15 63 0 13 LS 0 00 1 96 15 63 0 13 LS 0 00 1 96 15 63 0 13 LS 0 00 5 70 15 63 0 36 LS 0 00 5 62 15 63 0 36 LS 0 00 0 00 15 63 0 00 LS 0 00 Left Left Sup Lap Cb LS LL MS RL RS 1 2 5 2 5 2 5 0 0 2 5 2 5 1 00 1 00 1 00 1 00 1 00 2 10 7 0 6 0 0 0 0 0 0 10 1 1 00 1 00 1 00 1 00 1 00 3 24 7 24 7 0 0 0 0 0 0 24 7 1 00 1 00 1 00 1 00 1 00 4 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 5 24 7 0 0 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 6 24 7 0 0 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 7 24 7 24 7 0 0 0 0 0 0 24 7 1 00 1 00 1 00 1 00 1 00 8 24 5 24 5 0 0 0 0 0 0 24 5 1 00 1 00 1 00 1 00 1 00 9 0 3 0 3 0 3 0 0 0 3 0 3 1 00 1 00 1 00 1 00 1 00 1 0 00 -0 19 0 00 0 00 0 00 modify Date 8/8/2008 Designed Byl JRS Checked By 8/ 5/08 8 27am Calc Allow 0 01 0 01 0 20 0 20 0 20 0 20 -0 59 0 58 0 03 Available Reduction Factor Out In 1 00 0 60 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 60 Moment (f -k) MidSpan Right Right Mom Loc Lap Sup Page 247 Of 446 0 23 r r NCI STEEL BUILDING SYSTEMS, INC. 4050 2 0 42 3 0 32 4 0 92 5 0 32 6 0 92 7 0 32 8 0 92 9 0 02 STRENGTH /DEFLECTION Span Shear(k) Id Loc Calc Allow UC Loc 1 2 3 4 5 6 7 8 9 RS LS LS LS LS LS LS RS LS UNBRACE LENGTHS Job No 4050 Customer) Clallum Builders Exc Inc I Date Description Westport Shipyard Cabinet Eave 0 19 3 24 0 06 RS 0 42 3 24 0 13 MS 0 32 9 33 0 03 MS 0 92 9 33 0 10 MS 0 32 9 33 0 03 MS 0 92 9 33 0 10 MS 0 32 9 33 0 03 MS 0 92 9 33 0 10 MS 0 02 9 33 0 00 LS Design Report (Wall 2) 0 38 0 23 0 32 0 00 0 92 0 00 0 32 0 00 0 92 0 00 0 32 0 00 -0 92 0 00 0 00 0 00 Moment (f -k) modify -0 95 5 63 1 96 12 33 5 70 12 33 1 96 12 33 5 70 12 33 1 96 12 33 5 62 12 25 0 00 0 33 Calc Allow UC Loc UC 0 23 9 44 0 02 RS 0 00 -0 95 9 44 0 10 LS 0 02 1 96 15 63 0 13 LS 0 00 5 70 15 63 0 36 LS 0 00 -1 96 15 63 0 13 LS 0 00 5 70 15 63 0 36 LS 0 00 1 96 15 63 0 13 LS 0 00 5 62 15 63 0 36 LS 0 00 0 00 15 63 0 00 LS 0 00 Designed By Checked By Span Minor Cb Id Major LS LL MS RL RS LS LL MS RL RS 1 2 5 2 5 2 5 2 5 2 5 2 5 1 00 1 00 1 00 1 00 1 00 2 10 7 0 6 0 0 0 0 0 0 10 1 1 00 1 00 1 00 1 00 1 00 3 24 7 24 7 0 0 0 0 0 0 24 7 1 00 1 00 1 00 1 00 1 00 4 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 5 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 6 24 7 24 7 0 0 0 0 0 0 24 7 1 00 1 00 1 00 1 00 1 00 7 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 8 24 5 0 0 0 0 0 0 0 0 24 5 1 00 1 00 1 00 1 00 1 00 9� 0 3 0 3 0 3 0 0 0 3 0 3 1 00 1 00 1 00 1 00 1 00 JRS 8/ 5/08 8 27am Mom +Shr Deflection(in) Calc Allow 0 02 0 03 0 20 0 59 0 20 0 59 -0 20 -0 58 0 03 8/8/2008 Available Reduction Factor Out In 1 00 0 60 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 60 Page 248 Of 446 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 r I L HCI STEEL BUILDING SYSTEMS. INC. 4050 LOAD COMBINATION #23 DL +CL +1 6AUX10 EAVE ANALYSIS Span Left Id Sup 1 2 3 4 5 6 7 8 9 Span Id 1 2 3 4 5 6 7 8 9 0 00 0 14 0 92 0 32 0 92 0 32 0 92 0 32 0 01 STRENGTH /DEFLECTION RS LS RS LS LS LS LS RS LS UNBRACE LENGTHS Job No 4050 modify Customer I Clallum Builders Exc Inc Date 8/8/2008 Description Westport Shipyard Cabinet Designed By JRS Checked By Eave Shear (k) Left Right Right Lap Lap Sup Shear(k) Loc Calc Allow UC Loc -0 06 3 24 0 02 RS 0 14 3 24 0 04 MS 0 92 9 33 0 10 MS 0 32 9 33 0 03 MS 0 92 9 33 0 10 MS 0 32 9 33 0 03 MS 0 92 9 33 0 10 MS 0 32 9 33 0 03 MS 0 01 9 33 0 00 LS Design Report (Wall 2) 0 06 0 00 0 13 0 08 0 92 0 00 -0 32 0 00 0 92 0 00 0 32 0 00 0 92 0 00 -0 32 0 00 0 00 0 00 Left Left Sup Lap Moment(f -k) 0 00 0 00 0 33 5 63 5 70 12 33 1 96 12 33 5 70 12 33 1 96 12 33 5 70 12 33 1 93 12 25 0 00 0 33 0 08 9 44 0 01 LS 0 00 0 33 9 44 0 03 LS 0 00 5 70 15 63 0 36 LS 0 00 1 96 15 63 0 13 LS 0 00 -5 70 15 63 0 36 LS 0 00 1 96 15 63 0 13 LS 0 00 -5 70 15 63 0 36 LS 0 00 -1 93 15 63 0 12 LS 0 00 0 00 15 63 0 00 LS 0 00 8/ 5/08 8 27am Moment (f -k) MidSpan Right Right Mom Loc Lap Sup 0 08 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 Mom +Shr Deflection(in) Calc Allow UC Loc UC Calc Allow 0 01 -0 01 0 59 0 20 0 59 0 20 -0 59 -0 20 0 01 Available Reduction Page 249 Of 446 r r F Iy L HCI STEEL BUILDING SYSTEMS. 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DEFLECTION 4050 Eave Design Report (Wall 2) 8/ 5/08 8 27am Span Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In 1 2 5 2 5 2 5 0 0 2 5 2 5 1 00 1 00 1 00 1 00 1 00 1 00 0 60 2 10 7 0 6 0 0 0 0 0 0 10 1 1 00 1 00 1 00 1 00 1 00 1 00 0 40 3 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 4 24 7 0 0 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 5 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 6 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 7 24 7 24 7 0 0 0 0 0 0 24 7 1 00 1 00 1 00 1 00 1 00 1 00 0 40 8 24 5 24 5 0 0 0 0 0 0 24 5 1 00 1 00 1 00 1 00 1 00 1 00 0 40 9 0 3 0 3 0 3 0 0 0 3 0 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 LOAD COMBINATION 1 LL Span DEFLECTION(in) Id Calc Allow Ratio 1 0 01 2 -0 02 0 85 0 02 3 -0 39 1 97 0 20 4 -0 39 1 97 0 20 5 -0 39 1 97 0 20 6 -0 39 1 97 0 20 7 -0 39 1 97 0 20 8 -0 38 1 96 0 19 9 0 02 LOAD COMBINATION 2 1 42SL Span DEFLECTION(in) Id Calc Allow Ratio 1 0 02 2 -0 03 0 85 0 03 3 -0 69 1 97 0 35 Job No 1 4050 Customer I Clallum Builders Exc Inc Description) Westport Shipyard Cabinet modify Date 8/8/2008 Designed Byl JRS Checked By Page 250 Of 446 HCI STEEL BUILDING SYSTEMS, INC. 4050 Eave Design Report (Wall 2) 8/ 5/08 8 27am 4 -0 69 1 97 0 35 5 -0 69 1 97 0 35 6 -0 69 1 97 0 35 7 -0 69 1 97 0 35 8 -0 67 1 96 0 34 9 0 03 4050 Eave Strut Report (Wall 4) Wall Bay Eave Id Id Size 4 7 11G00014 4 6 11G00U12 4 5 11G00U12 Added Eave Strut 4 5 11Z25U12 4 4 11G00U12 4 3 11G00U12 Job No 4050 modify Customer Clallum Builders Exc Inc I Date 1 8/8/2008 Description Westport Shipyard Cabinet Designed By JRS Load Axial(k) Id Calc Allow UC 1 0 72 2 0 72 3 2 02 4 2 02 1 0 72 2 0 72 3 5 54 4 5 54 1 0 52 2 0 52 3 15 78 4 15 78 9 69 0 07 9 69 0 07 16 47 0 12 16 47 0 12 14 24 0 05 14 24 0 05 24 21 0 23 24 21 0 23 14 24 0 04 14 24 0 04 24 21 0 65 24 21 0 65 1 0 44 9 45 0 05 2 0 44 9 45 0 05 3 13 36 16 06 0 83 4 13 36 16 06 0 83 1 0 24 2 0 24 3 2 53 4 2 53 1 0 24 2 0 24 3 4 51 4 4 51 14 24 0 02 14 24 0 02 24 21 0 10 24 21 0 10 14 24 0 02 14 24 0 02 24 21 0 19 24 21 0 19 Checked By 2 78 15 63 0 18 3 54 6 25 0 57 1 96 26 57 0 07 0 28 26 57 0 01 2 78 15 63 0 18 3 54 6 25 0 57 -1 96 26 57 0 07 0 28 26 57 0 01 8/ 5/08 8 27am Moment(f -k)- Axl +Mom Calc Allow UC UC 0 47 9 44 0 05 0 12 0 59 8 43 0 07 0 14 0 33 16 04 0 02 0 14 0 05 16 04 0 00 0 13 -2 78 15 63 0 18 0 23 3 54 6 25 0 57 0 62 1 96 26 57 0 07 0 31 0 28 26 57 0 01 0 24 2 78 15 63 0 18 0 21 3 54 6 25 0 57 0 60 1 96 26 57 0 07 0 74 0 28 26 57 0 01 0 66 0 20 0 58 0 18 0 12 0 20 0 58 0 26 0 20 Page 251 Of 446 HCI STEEL BUILDING SYSTEMS, INC. Job No 4050 Customer tlallum Builders Exc Inc I Date 1 8/8/2008 Description Westport Shipyard Cabinet I Designed By JRS Checked By 4050 Eave Strut Report (Wall 4) 4 2 11GOOU12 Added Eave Strut 4 2 11Z25U12 4 1 11GOOU12 EAVE LAYOUT Bay Span Eave Id Id Size 1 11O00U14 2 50 7 2 11GOOU14 10 67 6 3 11G00012 24 67 5 4 11O00U12 24 67 4 5 11GO0U12 24 67 3 6 11GOOU12 24 67 2 7 11GOOU12 24 67 1 8 11000U12 24 50 9 11O00U12 0 33 1 0 26 2 0 26 3 15 23 4 15 23 1 0 22 9 45 0 02 2 0 22 9 45 0 02 3 12 89 16 06 0 80 4 12 89 16 06 0 80 1 0 24 2 0 24 3 3 57 4 3 57 EAVE STRUT WALL #4 14 24 0 02 14 24 0 02 24 21 0 63 24 21 0 63 14 24 0 02 14 24 0 02 24 21 0 15 24 21 0 15 modify 2 78 15 63 0 18 3 54 6 25 0 57 1 96 26 57 0 07 0 28 26 57 0 01 2 75 15 63 0 18 3 49 6 25 0 56 1 93 26 57 0 07 -0 28 26 57 0 01 8/ 5/08 8 27am 0 20 0 58 0 71 0 64 0 19 0 57 0 22 0 16 4050 Eave Design Report (Wall 4) 8/ 5/08 8 27am Span Lap(ft) Load No No Unit Total (ft) Left Right Width Brace Row Weight Weight 2 46 0 1 12 3 12 3 2 46 0 1 52 3 52 3 2 46 0 1 170 7 170 7 2 46 0 1 170 7 170 7 2 46 0 1 170 7 170 7 2 46 0 1 170 7 170 7 2 46 0 1 170 7 170 7 2 46 0 1 169 5 169 5 2 46 0 1 2 3 2 3 Page 252 Of 446 �Cr Customer Clallum Builders Exc Inc I Date 1 8/8/2008 Description Westport Shipyard Cabinet Designed By JRS HCI STEEL BUILDING SYSTEMS. INC. Checked By 4050 LOAD COMBINATION 1 DL +CL +LL EAVE ANALYSIS Span Left Id Sup 1 2 3 4 5 6 7 8 9 0 00 0 42 0 92 0 92 0 92 0 92 0 92 0 91 0 02 STRENGTH /DEFLECTION Eave Shear(k) Left Right Right Lap Lap Sup Span Shear(k) Id Loc Calc Allow UC Loc 1 2 3 4 5 6 7 8 9 RS LS LS LS LS LS LS RS LS -0 19 3 24 0 06 RS 0 42 3 24 0 13 MS 0 92 9 33 0 10 MS 0 92 9 33 0 10 MS 0 92 9 33 0 10 MS 0 92 9 33 0 10 MS 0 92 9 33 0 10 MS -0 91 9 33 0 10 MS 0 02 9 33 0 00 LS Job No 4050 modify Design Report (Wall 4) 0 19 0 00 0 38 0 23 0 92 0 00 -0 92 0 00 0 92 0 00 -0 92 0 00 0 92 0 00 0 91 0 00 0 00 0 00 Left Left Sup Lap Moment (f -k) Purlin DL= 2 75 (psf) 0 00 0 00 0 95 5 63 5 67 12 33 5 67 12 33 5 67 12 33 5 67 12 33 5 67 12 33 5 59 12 25 0 00 0 33 0 23 9 44 0 02 RS 0 00 -0 95 9 44 0 10 LS 0 02 -5 67 15 63 0 36 LS 0 00 5 67 15 63 0 36 LS 0 00 5 67 15 63 0 36 LS 0 00 5 67 15 63 0 36 LS 0 00 5 67 15 63 0 36 LS 0 00 5 59 15 63 0 36 LS 0 00 0 00 15 63 0 00 LS 0 00 8/ 5/08 8 27am Total(lb)= 1089 8 Moment (f -k) MidSpan Right Right Mom Loc Lap Sup 0 23 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 Mom +Shr Deflection(in) Calc Allow UC Loc UC Calc Allow 0 02 -0 03 -0 59 0 59 -0 59 0 59 -0 59 0 57 0 02 Page 253 Of 446 NCI STEEL BUILDING SYSTEMS, INC. 4050 Eave Design Report (Wall 4) 8/ 5/08 8 27am UNBRACE LENGTHS Available Reduction Span Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In 1 2 5 2 5 2 5 2 5 2 5 2 5 1 00 1 00 1 00 1 00 1 00 1 00 0 60 2 10 7 0 6 0 0 0 0 0 0 10 1 1 00 1 00 1 00 1 00 1 00 1 00 0 40 3 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 4 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 5 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 6 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 7 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 8 24 5 24 5 0 0 0 0 0 0 24 5 1 00 1 00 1 00 1 00 1 00 1 00 0 40 9 0 3 0 3 0 3 0 0 0 3 0 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 LOAD COMBINATION 2 DL +CL +1 42SL EAVE ANALYSIS Job No Customer !Description 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 4050 Clallum Builders Exc Inc Westport Shipyard Cabinet 1 0 00 -0 28 0 00 0 00 0 00 0 35 2 0 63 -0 57 0 35 -1 43 5 63 0 00 3 1 39 -1 39 0 00 -8 55 12 33 0 00 4 1 39 -1 39 0 00 -8 55 12 33 0 00 5 1 39 -1 39 0 00 -8 55 12 33 0 00 6 1 39 -1 39 0 00 -8 55 12 33 0 00 7 1 39 -1 39 0 00 -8 55 12 33 0 00 8 1 38 -1 38 0 00 -8 43 12 25 0 01 9 0 04 0 00 0 01 0 00 0 33 0 00 STRENGTH /DEFLECTION modify Date 8/8/2008 Designed' By JRS Checked By Page 254 Of 446 r r HCI STEEL BUILDING SYSTEMS. INC. 4050 Span Id 1 2 3 4 5 6 7 8 9 UNBRACE LENGTHS Span RS LS LS LS LS LS LS RS LS EAVE ANALYSIS Span Left Id Sup Shear(k) Eave Job No 0 28 3 24 0 09 RS 0 63 3 24 0 20 MS 1 39 9 33 0 15 MS 1 39 9 33 0 15 MS 1 39 9 33 0 15 MS 1 39 9 33 0 15 MS 1 39 9 33 0 15 MS 1 38 9 33 0 15 MS 0 04 9 33 0 00 LS Minor Id Major LS LL MS RL Shear(k) Left Right Right Lap Lap Sup 4050 Loc Calc Allow UC Loc Customer Clallum Builders Exc Inc Description Westport Shipyard Cabinet Design Report (Wall 4) Moment (f -k) 0 35 9 44 0 04 RS 0 01 -1 43 9 44 0 15 LS 0 04 8 55 15 63 0 55 LS 0 00 -8 55 15 63 0 55 LS 0 00 8 55 15 63 0 55 LS 0 00 8 55 15 63 0 55 LS 0 00 8 55 15 63 0 55 LS 0 00 8 43 15 63 0 54 LS 0 00 0 01 15 63 0 00 LS 0 00 RS LOAD COMBINATION 3 DL +CL +0 75LL +0 75WP Left Left Sup Lap modify Calc Allow UC Loc UC Cb LS LL MS RL RS 1 2 5 2 5 2 5 2 5 2 5 2 5 1 00 1 00 1 00 1 00 1 00 2 10 7 0 6 0 0 0 0 0 0 10 1 1 00 1 00 1 00 1 00 1 00 3 24 7 24 7 0 0 0 0 0 0 24 7 1 00 1 00 1 00 1 00 1 00 4 24 7 24 7 0 0 0 0 0 0 24 7 1 00 1 00 1 00 1 00 1 00 5 24 7 24 7 0 0 0 0 0 0 24 7 1 00 1 00 1 00 1 00 1 00 6 24 7 24 7 0 0 0 0 0 0 24 7 1 00 1 00 1 00 1 00 1 00 7 24 7 24 7 0 0 0 0 0 0 24 7 1 00 1 00 1 00 1 00 1 00 8 24 5 24 5 0 0 0 0 0 0 24 5 1 00 1 00 1 00 1 00 1 00 9 0 3 0 3 0 3 0 0 0 3 0 3 1 00 1 00 1 00 1 00 1 00 Date 8/8/2008 Designed By JRS Checked By 8/ 5/08 8 27am Mom +Shr Deflection(in) Calc Allow 0 02 -0 04 0 89 0 89 0 89 -0 89 -0 89 -0 87 0 04 Available Reduction Factor Out In 1 00 0 60 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 60 Moment (f -k) MidSpan Right Right Mom Loc Lap Sup Page 255 Of 446 HCI STEEL BUILDING SYSTEMS, INC. 4050 1 0 00 2 0 45 3 1 00 4 1 00 5 1 00 6 1 00 7 1 00 8 0 99 9 0 03 STRENGTH /DEFLECTION Job No Customer Description Eave Span Shear(k) Id Loc Calc Allow UC Loc 1 2 3 4 5 6 7 8 9 RS LS RS LS LS LS LS RS LS UNBRACE LENGTHS 0 20 3 24 0 06 RS 0 45 3 24 0 14 MS 1 00 9 33 0 11 MS 1 00 9 33 0 11 MS 1 00 9 33 0 11 MS 1 00 9 33 0 11 MS 1 00 9 33 0 11 MS 0 99 9 33 0 11 MS 0 03 9 33 0 00 LS Span Minor Id Major LS LL MS RL RS 4050 Clallum Builders Exc Inc Westport Shipyard Cabinet Design Report (Wall 4) 0 20 0 00 0 41 0 25 -1 00 0 00 1 00 0 00 1 00 0 00 1 00 0 00 1 00 0 00 0 99 0 00 0 00 0 00 Moment (f -k) 0 00 0 00 1 03 5 63 -6 14 12 33 6 14 12 33 6 14 12 33 6 14 12 33 6 14 12 33 -6 06 12 25 0 00 0 33 Calc Allow UC Loc UC 0 25 9 44 0 03 RS 0 00 1 03 9 44 0 11 LS 0 02 6 14 15 63 0 39 LS 0 00 6 14 15 63 0 39 LS 0 00 6 14 15 63 0 39 LS 0 00 6 14 15 63 0 39 LS 0 00 6 14 15 63 0 39 LS 0 00 -6 06 15 63 0 39 LS 0 00 0 00 15 63 0 00 LS 0 00 Cb modify Date Designed By Checked By LS LL MS RL RS 1 2 5 2 5 2 5 0 0 2 5 2 5 1 00 1 00 1 00 1 00 1 00 2 10 7 0 6 0 0 0 0 0 0 10 1 1 00 1 00 1 00 1 00 1 00 3 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 4 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 5 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 6 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 7 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 8 24 5 24 5 0 0 0 0 0 0 24 5 1 00 1 00 1 00 1 00 1 00 9 0 3 0 3 0 3 0 3 0 3 0 3 1 00 1 00 1 00 1 00 1 00 JRS 8/ 5/08 8 27am Mom +Shr Deflection(in) Calc Allow 0 02 0 03 -0 64 0 64 -0 64 0 64 -0 64 0 62 0 03 8/8/2008 Available Reduction Factor Out In 1 00 0 60 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 60 Page 256 Of 446 0 25 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 HC STEEL BUILDING SYSTEMS. INC. 4050 LOAD COMBINATION 4 DL +CL +0 75SL +0 75WP EAVE ANALYSIS Span Left Id Sup 1 0 00 2 0 51 3 1 11 4 1 11 5 1 11 6 1 11 7 1 11 8 1 10 9 0 03 STRENGTH /DEFLECTION Span Id 1 2 3 4 5 6 7 8 9 RS LS LS LS LS LS LS RS LS UNBRACE LENGTHS Shear(k) Left Right Right Lap Lap Sup Shear(k) Job No Customer Description Eave Loc Calc Allow UC Loc 0 22 3 24 0 07 RS 0 51 3 24 0 16 MS 1 11 9 33 0 12 MS 1 11 9 33 0 12 MS 1 11 9 33 0 12 MS 1 11 9 33 0 12 MS 1 11 9 33 0 12 MS 1 10 9 33 0 12 MS 0 03 9 33 0 00 LS 4050 l modify Clallum Builders Exc Inc I Date 8/8/2008 Westport Shipyard Cabinet Designed Byl JRS Checked By Design Report (Wall 4) 0 22 0 00 0 45 0 28 -1 11 0 00 1 11 0 00 1 11 0 00 1 11 0 00 1 11 0 00 1 10 0 00 0 00 0 00 Left Left Sup Lap Moment (f -k) 0 00 0 00 -1 14 5 63 -6 84 12 33 6 84 12 33 6 84 12 33 6 84 12 33 -6 84 12 33 6 75 12 25 0 00 0 33 0 28 9 44 0 03 RS 0 01 1 14 9 44 0 12 LS 0 03 6 84 15 63 0 44 LS 0 00 6 84 15 63 0 44 LS 0 00 6 84 15 63 0 44 LS 0 00 6 84 15 63 0 44 LS 0 00 6 84 15 63 0 44 LS 0 00 6 75 15 63 0 43 LS 0 00 0 00 15 63 0 00 LS 0 00 8/ 5/08 8 27am Moment (f -k) MidSpan Right Right Mom Loc Lap Sup 0 02 0 03 0 71 0 71 0 71 0 71 0 71 -0 69 0 03 Page 257 Of 446 0 28 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 Mom +Shr Deflection(in) Calc Allow UC Loc UC Calc Allow Available HCI STEEL BUILDING SYSTEMS. INC. 4050 Eave Design Report (Wall 4) Span Id Major 1 2 5 2 5 2 5 2 5 2 5 2 5 1 00 1 00 1 00 1 00 1 00 2 10 7 0 6 0 0 0 0 0 0 10 1 1 00 1 00 1 00 1 00 1 00 3 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 4 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 5 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 6 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 7 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 8 24 5 0 0 0 0 0 0 0 0 24 5 1 00 1 00 1 00 1 00 1 00 9 0 3 0 3 0 3 0 0 0 3 0 3 1 00 1 00 1 00 1 00 1 00 LOAD COMBINATION 5 0 6DL +WS EAVE ANALYSIS Span Left Id Sup 1 0 00 2 -0 31 3 -0 68 4 -0 68 5 -0 68 6 -0 68 7 -0 68 8 -0 68 9 -0 02 STRENGTH /DEFLECTION Job No 4050 Shear(k) Left Right Right Left Left Lap Lap Sup Sup Lap 0 14 0 00 0 28 -0 17 0 68 0 00 0 68 0 00 0 68 0 00 0 68 0 00 0 68 0 00 0 68 0 00 0 00 0 00 modify 0 00 0 00 0 71 5 63 4 22 12 33 4 22 12 33 4 22 12 33 4 22 12 33 4 22 12 33 4 16 12 25 0 00 0 33 Customer Clallum Builders Exc Inc Date l 8/8/2008 Description Westport Shipyard Cabinet I Designed Byl JRS Checked Byl 8/ 5/08 8 27am Reduction Minor Cb Factor LS LL MS RL RS LS LL MS RL RS Out In 1 00 0 60 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 60 Moment (f -k) MidSpan Right Right Mom Loc Lap Sup -0 17 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 Span Shear(k) Moment(f -k) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow Mom +Shr Deflection(in) Page 258 Of 446 r r !Description! Westport Shipyard Cabinet HCI STEEL BUILDING SYSTEMS. INC. L 4050 1 RS 2 LS 3 RS 4 LS 5 LS 6 LS 7 LS 8 RS 9 LS UNBRACE LENGTHS Eave Job No 4050 Customer Clallum Builders Exc Inc 0 14 3 24 0 04 RS -0 31 3 24 0 10 MS 0 68 9 33 0 07 MS -0 68 9 33 0 07 MS 0 68 9 33 0 07 MS 0 68 9 33 0 07 MS 0 68 9 33 0 07 MS 0 68 9 33 0 07 MS 0 02 9 33 0 00 LS Span Minor Id Major LS LL MS RL RS 1 2 5 2 5 0 0 2 5 0 0 0 0 2 10 7 0 0 10 1 10 1 10 1 0 0 3 24 7 24 7 24 7 24 7 24 7 24 7 4 24 7 24 7 24 7 24 7 24 7 0 0 5 24 7 24 7 24 7 24 7 24 7 0 0 6 24 7 24 7 24 7 24 7 24 7 0 0 7 24 7 24 7 24 7 24 7 24 7 0 0 8 24 5 24 5 24 5 24 5 24 5 0 0 9 0 3 0 0 0 0 0 3 0 0 0 3 LOAD COMBINATION 6 DL +CL +SL /2 +AUX3 EAVE ANALYSIS Span Left Id Sup 1 0 00 2 0 49 3 1 07 Shear (k) Left Right Right Lap Lap Sup Design Report (Wall 4) 0 22 0 44 1 07 -0 17 9 44 0 02 LS 0 00 0 71 8 43 0 08 LS 0 00 4 22 6 25 0 68 LS 0 00 4 22 6 25 0 68 LS 0 00 4 22 6 25 0 68 LS 0 00 4 22 6 25 0 68 LS 0 00 4 22 6 25 0 68 LS 0 00 4 16 6 25 0 67 LS 0 00 0 00 15 63 0 00 LS 0 00 Left Sup 0 00 0 27 0 00 LS LL MS RL RS 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Left Lap Cb 0 00 0 00 1 10 5 63 6 62 12 33 modify Date Designed By JRS Checked By 8/8/2008 8/ 5/08 8 27am -0 01 0 02 0 44 0 44 0 44 0 44 0 44 0 43 -0 02 Available Reduction Factor Out In 1 00 0 60 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 60 Moment(f -k) MidSpan Right Right Mom Loc Lap Sup Page 259 Of 446 0 27 0 00 0 00 r r L NCI STEEL BUILDING SYSTEMS, INC. 4 0 69 5 0 69 6 0 69 7 0 69 8 0 69 9 0 02 STRENGTH /DEFLECTION Span Shear(k) Id Loc Calc Allow UC Loc 1 RS -0 22 3 24 0 07 RS 2 LS 0 49 3 24 0 15 MS 3 LS 1 07 9 33 0 11 MS 4 LS 0 69 9 33 0 07 MS 5 LS 0 69 9 33 0 07 MS 6 LS 0 69 9 33 0 07 MS 7 LS 0 69 9 33 0 07 MS 8 RS -0 69 9 33 0 07 MS 9 LS 0 02 9 33 0 00 LS UNBRACE LENGTHS Span Minor Id Major LS LL MS RL RS LOAD COMBINATION 7 DL +CL +SL /2 +AUX4 Job No 4050 modify Customer Clallum Builders Exc Inc I Date 1 8/8/2008 Description Westport Shipyard Cabinet I Designed By JRS Checked By 4050 Eave Design Report (Wall 4) 0 69 0 00 0 69 0 00 0 69 0 00 0 69 0 00 0 69 0 00 0 00 0 00 Moment (f -k) 4 28 12 33 4 28 12 33 4 28 12 33 4 28 12 33 4 22 12 25 0 00 0 33 Calc Allow UC Loc UC 0 27 9 44 0 03 RS 0 01 1 10 9 44 0 12 LS 0 02 6 62 15 63 0 42 LS 0 00 -4 28 15 63 0 27 LS 0 00 4 28 15 63 0 27 LS 0 00 -4 28 15 63 0 27 LS 0 00 4 28 15 63 0 27 LS 0 00 4 22 15 63 0 27 LS 0 00 0 00 15 63 0 00 LS 0 00 Cb LS LL MS RL RS 1 2 5 2 5 2 5 2 5 2 5 2 5 1 00 1 00 1 00 1 00 1 00 2 10 7 0 6 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 3 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 4 24 7 24 7 0 0 0 0 0 0 24 7 1 00 1 00 1 00 1 00 1 00 5 24 7 24 7 0 0 0 0 0 0 24 7 1 00 1 00 1 00 1 00 1 00 6 24 7 24 7 0 0 0 0 0 0 24 7 1 00 1 00 1 00 1 00 1 00 7 24 7 24 7 0 0 0 0 0 0 24 7 1 00 1 00 1 00 1 00 1 00 8 24 5 24 5 0 0 0 0 0 0 24 5 1 00 1 00 1 00 1 00 1 00 9 0 3 0 3 0 3 0 0 0 3 0 3 1 00 1 00 1 00 1 00 1 00 8/ 5/08 8 27am Mom +Shr Deflection(in) Calc Allow 0 02 -0 03 -0 69 -0 45 -0 45 -0 45 -0 45 -0 43 0 02 0 00 0 00 0 00 0 00 0 00 0 00 Available Reduction Factor Out In 1 00 0 60 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 60 Page 260 Of 446 4050 EAVE ANALYSIS Span Left Id Sup 1 2 3 4 5 6 7 8 9 0 00 0 32 1 07 1 07 0 69 0 69 0 69 0 69 0 02 STRENGTH /DEFLECTION Span Shear(k) Id Loc Calc Allow UC Loc 1 2 3 4 5 6 7 8 9 RS LS LS LS LS LS LS RS LS UNBRACE LENGTHS Eave 0 14 3 24 0 04 RS 0 32 3 24 0 10 MS 1 07 9 33 0 11 MS 1 07 9 33 0 11 MS 0 69 9 33 0 07 MS 0 69 9 33 0 07 MS 0 69 9 33 0 07 MS 0 69 9 33 0 07 MS 0 02 9 33 0 00 LS Span Minor Id Major LS LL MS Job No 1 4050 modify i Customer Clallum Builders Exc Inc Date 8/8/2008 Description HCI STEEL BUILDING Westport Shipyard Cabinet I Designed Byl JRS SYSTEMS, INC. Shear(k) Left Right Right Lap Lap Sup Design Report (Wall 4) 0 14 0 00 0 28 0 18 1 07 0 00 1 07 0 00 0 69 0 00 0 69 0 00 0 69 0 00 0 69 0 00 0 00 0 00 Left Left Sup Lap Moment (f -k) RL RS LS LL MS Moment (f -k) MidSpan Right Right Mom Loc Lap Sup 0 00 0 00 -0 71 5 63 6 62 12 33 6 62 12 33 4 28 12 33 4 28 12 33 -4 28 12 33 4 22 12 25 0 00 0 33 0 18 9 44 0 02 LS 0 00 0 71 9 44 0 08 LS 0 00 6 62 15 63 0 42 LS 0 00 -6 62 15 63 0 42 LS 0 00 4 28 15 63 0 27 LS 0 00 4 28 15 63 0 27 LS 0 00 4 28 15 63 0 27 LS 0 00 4 22 15 63 0 27 LS 0 00 0 00 15 63 0 00 LS 0 00 Cb Checked By 8/ 5/08 8 27am 0 01 -0 02 0 69 -0 69 -0 45 0 45 0 45 0 43 0 02 Page 261 Of 446 0 18 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 Mom +Shr Deflection(in) Calc Allow UC Loc UC Calc Allow Available Reduction Factor RL RS Out In HCI STEEL BUILDING SYSTEMS. INC. EAVE ANALYSIS STRENGTH /DEFLECTION Job No 4050 Description Westport Shipyard Cabinet 4050 Eave Design Report (Wall 4) 1 2 5 2 5 2 5 2 5 2 5 2 5 1 00 1 00 1 00 1 00 1 00 1 00 0 60 2 10 7 0 6 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 3 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 4 24 7 24 7 0 0 0 0 0 0 24 7 1 00 1 00 1 00 1 00 1 00 1 00 0 40 5 24 7 24 7 0 0 0 0 0 0 24 7 1 00 1 00 1 00 1 00 1 00 1 00 0 40 6 24 7 24 7 0 0 0 0 0 0 24 7 1 00 1 00 1 00 1 00 1 00 1 00 0 40 7 24 7 24 7 0 0 0 0 0 0 24 7 1 00 1 00 1 00 1 00 1 00 1 00 0 40 8 24 5 24 5 0 0 0 0 0 0 24 5 1 00 1 00 1 00 1 00 1 00 1 00 0 40 9 0 3 0 3 0 3 0 0 0 3 0 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 LOAD COMBINATION 8 DL +CL +SL /2 +AUX5 Customer I Clallum Builders Exc Inc modify Date 8/8/2008 Designed By JRS Checked By 8/ 5/08 8 27am 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 14 0 00 0 00 0 00 0 18 2 0 32 -0 28 0 18 -0 71 5 63 0 00 3 0 69 -0 69 0 00 -4 28 12 33 0 00 4 1 07 -1 07 0 00 -6 62 12 33 0 00 5 1 07 -1 07 0 00 -6 62 12 33 0 00 6 0 69 -0 69 0 00 -4 28 12 33 0 00 7 0 69 -0 69 0 00 -4 28 12 33 0 00 8 0 69 -0 69 0 00 -4 22 12 25 0 00 9 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 14 3 24 0 04 RS 0 18 9 44 0 02 LS 0 00 0 01 2 LS 0 32 3 24 0 10 MS -0 71 9 44 0 08 LS 0 00 -0 02 3 LS 0 69 9 33 0 07 MS -4 28 15 63 0 27 LS 0 00 -0 45 Page 262 Of 446 4 5 6 7 8 9 LS LS LS LS RS LS UNBRACE LENGTHS EAVE ANALYSIS Span Left Id Sup 1 0 00 2 0 32 3 0 69 4 0 69 5 1 07 6 1 07 Job No Customer 1 07 9 33 0 11 MS 1 07 9 33 0 11 MS 0 69 9 33 0 07 MS 0 69 9 33 0 07 MS -0 69 9 33 0 07 MS 0 02 9 33 0 00 LS Span Minor Id Major LS LL MS RL RS LOAD COMBINATION 9 DL +CL +SL /2+AUX6 Shear (k) Left Right Right Lap Lap Sup 4050 modify Clallum Builders Exc Inc I Date 1 8/8/2008 Description Westport Shipyard Cabinet Designed Byl JRS HCI STEEL BUILDING SYSTEMS. INC. Checked By 4050 Eave Design Report (Wall 4) 1 2 5 2 5 2 5 2 5 2 5 2 5 1 00 1 00 1 00 1 00 1 00 2 10 7 0 6 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 3 24 7 24 7 0 0 0 0 0 0 24 7 1 00 1 00 1 00 1 00 1 00 4 24 7 24 7 0 0 0 0 0 0 24 7 1 00 1 00 1 00 1 00 1 00 5 24 7 24 7 0 0 0 0 0 0 24 7 1 00 1 00 1 00 1 00 1 00 6 24 7 24 7 0 0 0 0 0 0 24 7 1 00 1 00 1 00 1 00 1 00 7 24 7 24 7 0 0 0 0 0 0 24 7 1 00 1 00 1 00 1 00 1 00 8 24 5 24 5 0 0 0 0 0 0 24 5 1 00 1 00 1 00 1 00 1 00 9 0 3 0 3 0 3 0 0 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 14 0 00 0 28 0 18 0 69 0 00 0 69 0 00 1 07 0 00 1 07 0 00 6 62 15 63 0 42 LS 0 00 -6 62 15 63 0 42 LS 0 00 4 28 15 63 0 27 LS 0 00 4 28 15 63 0 27 LS 0 00 4 22 15 63 0 27 LS 0 00 0 00 15 63 0 00 LS 0 00 Left Left Sup Lap Cb LS LL MS RL RS Moment (f -k) MidSpan Right Right Mom Loc Lap Sup 0 00 0 00 0 71 5 63 4 28 12 33 4 28 12 33 6 62 12 33 -6 62 12 33 8/ 5/08 8 27am 0 69 0 69 0 45 -0 45 0 43 0 02 Available Reduction Factor Out In 1 00 0 60 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 60 Page 263 Of 446 0 18 0 00 0 00 0 00 0 00 0 00 i Ili HCI STEEL BUILDING SYSTEMS. INC. 4050 STRENGTH /DEFLECTION Span Id 1 2 3 4 5 6 7 8 9 7 0 69 8 0 69 9 0 02 RS LS LS LS LS LS LS RS LS UNBRACE LENGTHS Shear(k) Job No 4050 Customer Clallum Builders Exc Inc Description Westport Shipyard Cabinet Eave Design Report (Wall 4) 0 69 0 69 0 00 Loc Calc Allow UC Loc 0 14 3 24 0 04 RS 0 32 3 24 0 10 MS 0 69 9 33 0 07 MS 0 69 9 33 0 07 MS 1 07 9 33 0 11 MS 1 07 9 33 0 11 MS 0 69 9 33 0 07 MS 0 69 9 33 0 07 MS 0 02 9 33 0 00 LS Span Minor Id Major LS LL MS RL RS LOAD COMBINATION #10 DL +CL +SL /2 +AUX7 0 00 0 00 0 00 Moment (f -k) 4 28 12 33 4 22 12 25 0 00 0 33 Calc Allow UC Loc UC 0 18 9 44 0 02 LS 0 00 0 71 9 44 0 08 LS 0 00 4 28 15 63 0 27 LS 0 00 4 28 15 63 0 27 LS 0 00 6 62 15 63 0 42 LS 0 00 6 62 15 63 0 42 LS 0 00 -4 28 15 63 0 27 LS 0 00 -4 22 15 63 0 27 LS 0 00 0 00 15 63 0 00 LS 0 00 Cb LS LL MS RL RS 1 2 5 2 5 2 5 2 5 2 5 2 5 1 00 1 00 1 00 1 00 1 00 2 10 7 0 6 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 3 24 7 24 7 0 0 0 0 0 0 24 7 1 00 1 00 1 00 1 00 1 00 4 24 7 24 7 0 0 0 0 0 0 24 7 1 00 1 00 1 00 1 00 1 00 5 24 7 24 7 0 0 0 0 0 0 24 7 1 00 1 00 1 00 1 00 1 00 6 24 7 24 7 0 0 0 0 0 0 24 7 1 00 1 00 1 00 1 00 1 00 7 24 7 24 7 0 0 0 0 0 0 24 7 1 00 1 00 1 00 1 00 1 00 8 24 5 24 5 0 0 0 0 0 0 24 5 1 00 1 00 1 00 1 00 1 00 9 0 3 0 3 0 3 0 0 0 3 0 3 1 00 1 00 1 00 1 00 1 00 modify Date 8/8/2008 Designed By JRS Checked By 8/ 5/08 8 27am 0 00 0 00 0 00 Mom +Shr Deflection(in) Calc Allow 0 01 0 02 0 45 -0 45 0 69 0 69 -0 45 -0 43 0 02 Available Reduction Factor Out In 1 00 0 60 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 60 Page 264 Of 446 L A Description Westport Shipyard Cabinet HCI STEEL BUILDING SYSTEMS. INC. 4050 EAVE ANALYSIS Span Left Id Sup 1 0 00 2 0 32 3 0 69 4 0 69 5 0 69 6 1 07 7 1 07 8 0 69 9 0 02 STRENGTH /DEFLECTION Eave Job No 4050 Shear(k) Left Right Right Lap Lap Sup Span Shear(k) Id Loc Calc Allow UC Loc 1 RS -0 14 3 24 0 04 RS 2 LS 0 32 3 24 0 10 MS 3 LS 0 69 9 33 0 07 MS 4 LS 0 69 9 33 0 07 MS 5 LS 0 69 9 33 0 07 MS 6 LS 1 07 9 33 0 11 MS 7 LS 1 07 9 33 0 11 MS 8 RS -0 69 9 33 0 07 MS 9 LS 0 02 9 33 0 00 LS UNBRACE LENGTHS Span Id Major Customer I Clallum Builders Exc Inc Design Report (Wall 4) 0 14 0 00 -0 28 0 18 0 69 0 00 -0 69 0 00 0 69 0 00 1 07 0 00 1 07 0 00 -0 69 0 00 0 00 0 00 Left Left Sup Lap Moment (f -k) modify 0 00 0 00 -0 71 5 63 4 28 12 33 4 28 12 33 4 28 12 33 -6 62 12 33 -6 62 12 33 4 22 12 25 0 00 0 33 Calc Allow UC Loc UC 0 18 9 44 0 02 LS 0 00 0 71 9 44 0 08 LS 0 00 4 28 15 63 0 27 LS 0 00 -4 28 15 63 0 27 LS 0 00 4 28 15 63 0 27 LS 0 00 -6 62 15 63 0 42 LS 0 00 6 62 15 63 0 42 LS 0 00 4 22 15 63 0 27 LS 0 00 0 00 15 63 0 00 LS 0 00 Date 1 8/8/2008 Designed By IRS Checked By 8/ 5/08 8 27am Moment(f -k) MidSpan Right Right Mom Loc Lap Sup 0 18 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 Mom +Shr Deflection(in) Calc Allow 0 01 0 02 0 45 0 45 0 45 -0 69 -0 69 0 43 0 02 Available Reduction Minor Cb Factor LS LL MS RL RS LS LL MS RL RS Out In 1 2 5 2 5 2 5 2 5 2 5 2 5 1 00 1 00 1 00 1 00 1 00 1 00 0 60 2 10 7 0 6 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 40 Page 265 Of 446 r r HCI STEEL BUILDING SYSTEMS, INC. 4050 3 24 7 24 7 0 0 0 0 0 0 24 7 1 00 1 00 1 00 1 00 1 00 1 00 0 40 4 24 7 24 7 0 0 0 0 0 0 24 7 1 00 1 00 1 00 1 00 1 00 1 00 0 40 5 24 7 24 7 0 0 0 0 0 0 24 7 1 00 1 00 1 00 1 00 1 00 1 00 0 40 6 24 7 24 7 0 0 0 0 0 0 24 7 1 00 1 00 1 00 1 00 1 00 1 00 0 40 7 24 7 24 7 0 0 0 0 0 0 24 7 1 00 1 00 1 00 1 00 1 00 1 00 0 40 8 24 5 0 0 0 0 0 0 0 0 24 5 1 00 1 00 1 00 1 00 1 00 1 00 0 40 9 0 3 0 3 0 3 0 0 0 3 0 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 LOAD COMBINATION #11 DL +CL +SL /2 +AUX8 EAVE ANALYSIS Span Left Id Sup 1 0 00 2 0 32 3 0 69 4 0 69 5 0 69 6 0 69 7 1 07 8 1 07 9 0 03 STRENGTH /DEFLECTION 1 2 3 4 5 6 RS LS LS LS LS LS Job No Customer Description Eave Shear(k) Left Right Right Lap Lap Sup Span Shear(k) Id Loc Calc Allow UC Loc -0 14 3 24 0 04 RS 0 32 3 24 0 10 MS 0 69 9 33 0 07 MS 0 69 9 33 0 07 MS 0 69 9 33 0 07 MS 0 69 9 33 0 07 MS 4050 Clallum Builders Exc Inc Westport Shipyard Cabinet 0 14 0 00 0 28 0 18 0 69 0 00 0 69 0 00 -0 69 0 00 0 69 0 00 1 07 0 00 1 07 0 00 0 00 0 00 Left Left Sup Lap 0 00 0 00 0 71 5 63 4 28 12 33 -4 28 12 33 4 28 12 33 -4 28 12 33 -6 62 12 33 -6 52 12 25 0 00 0 33 Calc Allow UC Loc UC 0 18 9 44 0 02 LS 0 00 -0 71 9 44 0 08 LS 0 00 4 28 15 63 0 27 LS 0 00 -4 28 15 63 0 27 LS 0 00 4 28 15 63 0 27 LS 0 00 4 28 15 63 0 27 LS 0 00 modify Date 8/8/2008 Designed By JRS Checked Byl Design Report (Wall 4) 8/ 5/08 8 27am Moment (f -k) MidSpan Right Right Mom Loc Lap Sup 0 01 0 02 0 45 -0 45 0 45 -0 45 Page 266 Of 446 0 18 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 Moment(f -k) Mom +Shr Deflection(in) Calc Allow r i Job No 1 4050 I modify r 1 r L Description) Westport Shipyard Cabinet I Designed Byl JRS HCI STEEL BUILDING SYSTEMS, INC. Checked By 4050 Eave Design Report (Wall 4) UNBRACE LENGTHS EAVE ANALYSIS Span Left Id Sup 1 2 3 4 5 6 7 8 9 7 8 9 LS RS LS 0 00 0 49 0 69 0 69 0 69 0 69 0 69 0 69 0 02 Customer I Clallum Builders Exc Inc Date 8/8/2008 1 07 9 33 0 11 MS -1 07 9 33 0 11 MS 0 03 9 33 0 00 LS LOAD COMBINATION #12 DL +CL +SL /2 +AUX1 Shear(k) Left Right Right Left Left Lap Lap Sup Sup Lap 0 22 0 00 0 44 0 27 0 69 0 00 0 69 0 00 0 69 0 00 0 69 0 00 -0 69 0 00 0 69 0 00 0 00 0 00 -6 62 15 63 0 42 LS 0 00 -6 52 15 63 0 42 LS 0 00 0 00 15 63 0 00 LS 0 00 Span Minor Cb Id Major LS LL MS RL RS LS LL MS RL RS 1 2 5 2 5 2 5 2 5 2 5 2 5 1 00 1 00 1 00 1 00 1 00 2 10 7 0 6 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 3 24 7 24 7 0 0 0 0 0 0 24 7 1 00 1 00 1 00 1 00 1 00 4 24 7 24 7 0 0 0 0 0 0 24 7 1 00 1 00 1 00 1 00 1 00 5 24 7 24 7 0 0 0 0 0 0 24 7 1 00 1 00 1 00 1 00 1 00 6 24 7 24 7 0 0 0 0 0 0 24 7 1 00 1 00 1 00 1 00 1 00 7 24 7 24 7 0 0 0 0 0 0 24 7 1 00 1 00 1 00 1 00 1 00 8 24 5 24 5 0 0 0 0 0 0 24 5 1 00 1 00 1 00 1 00 1 00 9 0 3 0 3 0 3 0 0 0 3 0 3 1 00 1 00 1 00 1 00 1 00 8/ 5/08 8 27am 0 69 0 67 0 03 Available Reduction Factor Out In 1 00 0 60 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 60 Moment (f -k) MidSpan Right Right Mom Loc Lap Sup 0 00 0 00 1 10 5 63 4 28 12 33 4 28 12 33 -4 28 12 33 -4 28 12 33 4 28 12 33 4 22 12 25 0 00 0 33 Page 267 Of 446 0 27 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 F 1 r HCI STEEL BUILDING SYSTEMS. INC. 4050 Eave Design Report (Wall 4) STRENGTH /DEFLECTION Span Shear(k) Id Loc Calc Allow UC Loc 1 RS -0 22 3 24 0 07 RS 2 LS 0 49 3 24 0 15 MS 3 LS 0 69 9 33 0 07 MS 4 LS 0 69 9 33 0 07 MS 5 LS 0 69 9 33 0 07 MS 6 LS 0 69 9 33 0 07 MS 7 LS 0 69 9 33 0 07 MS 8 RS -0 69 9 33 0 07 MS 9 LS 0 02 9 33 0 00 LS UNBRACE LENGTHS EAVE ANALYSIS Job No 1 4050 Customer) Clallum Builders Exc Inc Description) Westport Shipyard Cabinet Span Minor Id Major LS LL MS RL RS LOAD COMBINATION #13 DL +CL +SL /2 +AUX2 Moment (f -k) modify Date 1 8/8/2008 Designed By JRS Checked By 8/ 5/08 8 27am Mom +Shr Deflection(in) Calc Allow UC Loc UC Calc Allow 0 27 9 44 0 03 RS 0 01 1 10 9 44 0 12 LS 0 02 4 28 15 63 0 27 LS 0 00 4 28 15 63 0 27 LS 0 00 -4 28 15 63 0 27 LS 0 00 4 28 15 63 0 27 LS 0 00 4 28 15 63 0 27 LS 0 00 4 22 15 63 0 27 LS 0 00 0 00 15 63 0 00 LS 0 00 Cb LS LL MS RL RS 1 2 5 2 5 2 5 2 5 2 5 2 5 1 00 1 00 1 00 1 00 1 00 2 10 7 0 6 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 3 24 7 24 7 0 0 0 0 0 0 24 7 1 00 1 00 1 00 1 00 1 00 4 24 7 24 7 0 0 0 0 0 0 24 7 1 00 1 00 1 00 1 00 1 00 5 24 7 24 7 0 0 0 0 0 0 24 7 1 00 1 00 1 00 1 00 1 00 6 24 7 24 7 0 0 0 0 0 0 24 7 1 00 1 00 1 00 1 00 1 00 7 24 7 24 7 0 0 0 0 0 0 24 7 1 00 1 00 1 00 1 00 1 00 8 24 5 24 5 0 0 0 0 0 0 24 5 1 00 1 00 1 00 1 00 1 00 9 0 3 0 3 0 3 0 0 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 02 0 03 0 45 0 45 0 45 0 45 0 45 -0 43 0 02 Available Reduction Factor Out In 1 00 0 60 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 60 Page 268 Of 446 Job No Customer Description HCI STEEL BUILDING SYSTEMS. INC. 4050 Span Left Id Sup 1 0 00 2 0 32 3 0 69 4 0 69 5 0 69 6 0 69 7 0 69 8 1 07 9 0 03 STRENGTH /DEFLECTION Span Id 1 2 3 4 5 6 7 8 9 RS LS LS LS LS LS LS RS LS UNBRACE LENGTHS Shear(k) Left Right Right Lap Lap Sup Shear(k) Eave Loc Calc Allow UC Loc 0 14 3 24 0 04 RS 0 32 3 24 0 10 MS 0 69 9 33 0 07 MS 0 69 9 33 0 07 MS 0 69 9 33 0 07 MS 0 69 9 33 0 07 MS 0 69 9 33 0 07 MS 1 07 9 33 0 11 MS 0 03 9 33 0 00 LS 4050 l modify Clallum Builders Exc Inc I Date 8/8/2008 Westport Shipyard Cabinet Designed Byl JRS Checked By Design Report (Wall 4) -0 14 0 00 0 28 0 18 0 69 0 00 0 69 0 00 0 69 0 00 -0 69 0 00 -0 69 0 00 1 07 0 00 0 00 0 00 Left Left Sup Lap Moment (f -k) 0 00 0 00 0 71 5 63 4 28 12 33 -4 28 12 33 -4 28 12 33 4 28 12 33 4 28 12 33 6 52 12 25 0 00 0 33 Calc Allow UC Loc UC 0 18 9 44 0 02 LS 0 00 -0 71 9 44 0 08 LS 0 00 4 28 15 63 0 27 LS 0 00 4 28 15 63 0 27 LS 0 00 4 28 15 63 0 27 LS 0 00 -4 28 15 63 0 27 LS 0 00 4 28 15 63 0 27 LS 0 00 6 52 15 63 0 42 LS 0 00 0 00 15 63 0 00 LS 0 00 8/ 5/08 8 27am Moment (f -k) MidSpan Right Right Mom Loc Lap Sup Span Minor Cb Id Major LS LL MS RL RS LS LL MS RL RS 1 2 5 2 5 2 5 2 5 2 5 2 5 1 00 1 00 1 00 1 00 1 00 2 10 7 0 6 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 3 24 7 24 7 0 0 0 0 0 0 24 7 1 00 1 00 1 00 1 00 1 00 4 24 7 24 7 0 0 0 0 0 0 24 7 1 00 1 00 1 00 1 00 1 00 5 24 7 24 7 0 0 0 0 0 0 24 7 1 00 1 00 1 00 1 00 1 00 0 18 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 Mom +Shr Deflection(in) Calc Allow 0 01 0 02 -0 45 -0 45 0 45 0 45 -0 45 0 67 0 03 Available Reduction Factor Out In 1 00 0 60 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 Page 269 Of 446 HCI STEEL BUILDING SYSTEMS. INC. 4050 6 24 7 7 24 7 8 24 5 9 0 3 LOAD COMBINATION #14 DL +CL +SL -1 OAUX1 EAVE ANALYSIS Span Left Id Sup 1 2 3 4 5 6 7 8 9 0 00 0 32 1 07 1 07 1 07 1 07 1 07 1 06 0 03 STRENGTH /DEFLECTION Job No 4050 Customer Clallum Builders Exc Inc Description Eave 24 7 0 0 0 0 24 7 0 0 0 0 24 5 0 0 0 0 0 3 0 3 0 0 Shear(k) Left Right Right Lap Lap Sup Span Shear(k) Id Loc Calc Allow UC Loc 1 RS -0 14 3 24 0 04 2 LS 0 32 3 24 0 10 3 RS -1 07 9 33 0 11 4 LS 1 07 9 33 0 11 5 LS 1 07 9 33 0 11 6 LS 1 07 9 33 0 11 7 LS 1 07 9 33 0 11 8 RS -1 06 9 33 0 11 9 LS 0 03 9 33 0 00 Westport Shipyard Cabinet Design Report (Wall 4) 8/ 5/08 8 27am 0 0 24 7 0 0 24 7 0 0 24 5 0 3 0 3 0 14 0 00 -0 28 0 18 1 07 0 00 1 07 0 00 -1 07 0 00 1 07 0 00 1 07 0 00 1 06 0 00 0 00 0 00 RS MS MS MS MS MS MS MS LS 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Left Left Sup Lap 0 18 0 71 6 60 6 60 6 60 6 60 6 60 6 51 0 00 9 9 15 15 15 15 15 15 15 44 44 63 63 63 63 63 63 63 0 0 0 0 0 0 0 0 0 Moment (f -k) MidSpan Right Right Mom Loc Lap Sup 0 00 0 00 -0 71 5 63 6 60 12 33 6 60 12 33 6 60 12 33 6 60 12 33 6 60 12 33 -6 51 12 25 0 00 0 33 Moment(f -k) Mom +Shr Deflection(in) Calc Allow UC Loc UC Calc Allow 02 08 42 42 42 42 42 42 00 LS 0 00 LS 0 00 LS 0 00 LS 0 00 LS 0 00 LS 0 00 LS 0 00 LS 0 00 LS 0 00 modify Date Designed By Checked By 0 -0 0 0 0 0 0 0 0 8/8/2008 JRS 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 60 01 02 69 69 69 69 69 67 03 Page 270 Of 446 0 18 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 NCI STEEL BUILDING SYSTEMS. INC. UNBRACE LENGTHS EAVE ANALYSIS Span Left Id Sup 1 0 00 2 0 49 3 1 07 4 1 07 5 1 07 6 1 07 7 1 07 8 0 69 9 0 02 STRENGTH /DEFLECTION Job No 1 4050 Customer I Clallum Builders Exc Inc Description LOAD COMBINATION #15 DL +CL +SL -1 0AUX2 Shear(k) Left Right Right Lap Lap Sup Westport Shipyard Cabinet 4050 Eave Design Report (Wall 4) Span Minor Cb Id Major LS LL MS RL RS LS LL MS RL RS 1 2 5 2 5 2 5 0 0 2 5 2 5 1 00 1 00 1 00 1 00 1 00 2 10 7 0 6 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 3 24 7 24 7 0 0 0 0 0 0 24 7 1 00 1 00 1 00 1 00 1 00 4 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 5 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 6 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 7 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 8 24 5 24 5 0 0 0 0 0 0 24 5 1 00 1 00 1 00 1 00 1 00 9 0 3 0 3 0 3 0 0 0 3 0 3 1 00 1 00 1 00 1 00 1 00 0 22 0 00 -0 44 0 27 1 07 0 00 -1 07 0 00 -1 07 0 00 1 07 0 00 1 07 0 00 0 69 0 00 0 00 0 00 Left Left Sup Lap Moment (f -k) MidSpan Right Right Mom Loc Lap Sup 0 00 0 00 1 10 5 63 -6 60 12 33 6 60 12 33 6 60 12 33 -6 60 12 33 6 60 12 33 4 20 12 25 0 00 0 33 modify Date 1 8/8/2008 Designed Byl JRS Checked By 8/ 5/08 8 27am Available Reduction Factor Out In 1 00 0 60 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 60 Page 271 Of 446 0 27 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 r Job No illi D escription HCI STEEL BUILDING SYSTEMS. INC. 4050 Span Id 1 2 3 4 5 6 7 8 9 UNBRACE LENGTHS EAVE ANALYSIS Span Left Id Sup Shear(k) Customer Eave Loc Calc Allow UC Loc RS LS RS LS LS LS LS RS LS 0 22 3 24 0 07 RS 0 49 3 24 0 15 MS 1 07 9 33 0 11 MS 1 07 9 33 0 11 MS 1 07 9 33 0 11 MS 1 07 9 33 0 11 MS 1 07 9 33 0 11 MS 0 69 9 33 0 07 MS 0 02 9 33 0 00 LS Span Minor Id Major LS LL MS RL RS LOAD COMBINATION #16 DL +CL +1 6AUX3 Shear(k) Left Right Right Lap Lap Sup 4050 Clallum Builders Exc Inc Westport Shipyard Cabinet Design Report (Wall 4) Moment (f -k) Calc Allow UC Loc UC 0 27 9 44 0 03 RS 0 01 1 10 9 44 0 12 LS 0 02 6 60 15 63 0 42 LS 0 00 6 60 15 63 0 42 LS 0 00 6 60 15 63 0 42 LS 0 00 -6 60 15 63 0 42 LS 0 00 -6 60 15 63 0 42 LS 0 00 4 20 15 63 0 27 LS 0 00 0 00 15 63 0 00 LS 0 00 Cb LS LL MS RL RS 1 2 5 2 5 2 5 2 5 2 5 2 5 1 00 1 00 1 00 1 00 1 00 2 10 7 0 6 0 0 0 0 0 0 10 1 1 00 1 00 1 00 1 00 1 00 3 24 7 24 7 0 0 0 0 0 0 24 7 1 00 1 00 1 00 1 00 1 00 4 24 7 24 7 0 0 0 0 0: 0 0 0 1 00 1 00 1 00 1 00 1 00 5 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 6 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 7 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 8 24 5 0 0 0 0 0 0 0 0 24 5 1 00 1 00 1 00 1 00 1 00 9 0 3 0 3 0 3 0 0 0 3 0 3 1 00 1 00 1 00 1 00 1 00 Left Left Sup Lap modify Date 8/8/2008 Designed By IRS Checked By 8/ 5/08 8 27am Mom +Shr Deflection(in) Calc Allow 0 02 0 03 0 69 0 69 -0 69 -0 69 0 69 0 43 0 02 Available Reduction Factor Out In 1 00 0 60 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 60 Moment (f -k) MidSpan Right Right Mom Loc Lap Sup Page 272 Of 446 ::9 L 4050 Span Id 1 2 3 4 5 6 7 8 9 HCI STEEL BUILDING SYSTEMS. INC. 1 0 00 2 0 42 3 0 92 4 0 32 5 0 32 6 0 32 7 0 32 8 0 32 9 0 01 STRENGTH /DEFLECTION RS LS LS LS LS LS LS RS LS UNBRACE LENGTHS Shear(k) Job No 4050 modify Customer Clallum Builders Exc Inc Date 8/8/2008 Description Westport Shipyard Cabinet Designed Byl JRS Checked By Eave Loc Calc Allow UC Loc 0 19 3 24 0 06 RS 0 42 3 24 0 13 MS 0 92 9 33 0 10 MS 0 32 9 33 0 03 MS 0 32 9 33 0 03 MS 0 32 9 33 0 03 MS 0 32 9 33 0 03 MS 0 32 9 33 0 03 MS 0 01 9 33 0 00 LS Design Report (Wall 4) 0 19 0 00 0 38 0 23 0 92 0 00 0 32 0 00 0 32 0 00 0 32 0 00 0 32 0 00 0 32 0 00 0 00 0 00 Span Minor Id Major LS LL MS RL RS Moment (f -k) 0 00 0 00 -0 95 5 63 5 70 12 33 1 96 12 33 1 96 12 33 1 96 12 33 -1 96 12 33 -1 93 12 25 0 00 0 33 Calc Allow UC Loc UC 0 23 9 44 0 02 RS 0 00 0 95 9 44 0 10 LS 0 02 -5 70 15 63 0 36 LS 0 00 1 96 15 63 0 13 LS 0 00 1 96 15 63 0 13 LS 0 00 1 96 15 63 0 13 LS 0 00 -1 96 15 63 0 13 LS 0 00 1 93 15 63 0 12 LS 0 00 0 00 15 63 0 00 LS 0 00 Cb LS LL MS RL RS 1 2 5 2 5 2 5 2 5 2 5 2 5 1 00 1 00 1 00 1 00 1 00 2 10 7 0 6 0 0 0 0 0 0 10 1 1 00 1 00 1 00 1 00 1 00 3 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 4 24 7 0 0 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 5 24 7 0 0 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 6 24 7 0 0 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 7 24 7 0 0 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 8 24 5 24 5 0 0 0 0 0 0 24 5 1 00 1 00 1 00 1 00 1 00 8/ 5/08 8 27am Mom +Shr Deflection(in) Calc Allow 0 02 0 03 0 59 0 20 0 20 0 20 -0 20 0 20 0 01 1 00 0 60 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 Available Reduction Factor Out In Page 273 Of 446 0 23 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 HCI STEEL BUILDING SYSTEMS. INC. 4050 Eave LOAD COMBINATION #17 DL +CL +1 6AUX4 EAVE ANALYSIS Span Left Id Sup Span Id 1 2 3 4 5 6 7 8 9 1 0 00 2 0 14 3 0 92 4 0 92 5 0 32 6 0 32 7 0 32 8 0 32 9 0 01 STRENGTH /DEFLECTION RS LS LS RS LS LS LS RS LS UNBRACE LENGTHS Shear(k) Left Right Right Lap Lap Sup Shear(k) Job No 4050 Customer Clallum Builders Exc Inc Description Westport Shipyard Cabinet Loc Calc Allow UC Loc 0 06 3 24 0 02 RS 0 14 3 24 0 04 MS 0 92 9 33 0 10 MS 0 92 9 33 0 10 MS 0 32 9 33 0 03 MS 0 32 9 33 0 03 MS 0 32 9 33 0 03 MS 0 32 9 33 0 03 MS 0 01 9 33 0 00 LS Design Report (Wall 4) modify Date 8/8/2008 Designed By JRS Checked By 8/ 5/08 8 27am 9 0 3 0 3 0 3 0 0 0 3 0 3 1 00 1 00 1 00 1 00 1 00 1 00 0 60 -0 06 0 00 -0 13 0 08 -0 92 0 00 -0 92 0 00 -0 32 0 00 -0 32 0 00 -0 32 0 00 -0 32 0 00 0 00 0 00 Left Left Sup Lap Moment (f -k) 0 08 9 44 0 01 LS 0 00 0 33 9 44 0 03 LS 0 00 -5 70 15 63 0 36 LS 0 00 5 70 15 63 0 36 LS 0 00 -1 96 15 63 0 13 LS 0 00 1 96 15 63 0 13 LS 0 00 1 96 15 63 0 13 LS 0 00 1 93 15 63 0 12 LS 0 00 0 00 15 63 0 00 LS 0 00 Moment (f -k) MidSpan Right Right Mom Loc Lap Sup 0 00 0 00 0 33 5 63 -5 70 12 33 5 70 12 33 -1 96 12 33 1 96 12 33 -1 96 12 33 1 93 12 25 0 00 0 33 0 01 0 01 0 59 0 59 -0 20 0 20 0 20 0 20 0 01 Page 274 Of 446 0 08 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 Mom +Shr Deflection(in) Calc Allow UC Loc UC Calc Allow r ii Customer Clallum Builders Exc Inc Description Westport Shipyard Cabinet HCI STEEL BUILDING SYSTEMS. INC. 4050 Eave Design Report (Wall 4) Span Minor Id Major LS LL MS RL RS LS LL MS RL RS 1 2 5 2 5 2 5 2 5 2 5 2 5 1 00 1 00 1 00 1 00 1 00 2 10 7 0 6 0 0 0 0 0 0 10 1 1 00 1 00 1 00 1 00 1 00 3 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 4 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 5 24 7 0 0 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 6 24 7 0 0 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 7 24 7 0 0 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 8 24 5 24 5 0 0 0 0 0 0 24 5 1 00 1 00 1 00 1 00 1 00 9 0 3 0 3 0 3 0 0 0 3 0 3 1 00 1 00 1 00 1 00 1 00 LOAD COMBINATION #18 DL +CL +1 6AUX5 EAVE ANALYSIS Span Left Id Sup 1 0 00 2 0 14 3 0 32 4 0 92 5 0 92 6 0 32 7 0 32 8 0 32 9 0 01 STRENGTH /DEFLECTION Job No 4050 Shear(k) Left Right Right Left Left Lap Lap Sup Sup Lap 0 06 0 00 0 13 0 08 0 32 0 00 0 92 0 00 0 92 0 00 0 32 0 00 0 32 0 00 0 32 0 00 0 00 0 00 Cb Moment(f -k) MidSpan Right Right Mom Loc Lap Sup 0 00 0 00 -0 33 5 63 1 96 12 33 -5 70 12 33 5 70 12 33 1 96 12 33 -1 96 12 33 -1 93 12 25 0 00 0 33 modify Date 8/8/2008 Designed ByI JRS Checked By 8/ 5/08 8 27am Available Reduction Factor Out In 1 00 0 60 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 60 Page 275 Of 446 0 08 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 Span Shear(k) Moment(f -k) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow Mom +Shr Deflection(in) r r '.7.aw HCI STEEL BUILDING SYSTEMS. INC. 4050 Eave Design Report (Wall 4) 1 RS -0 06 3 24 0 02 RS 2 LS 0 14 3 24 0 04 MS 3 LS 0 32 9 33 0 03 MS 4 RS -0 92 9 33 0 10 MS 5 RS -0 92 9 33 0 10 MS 6 LS 0 32 9 33 0 03 MS 7 LS 0 32 9 33 0 03 MS 8 RS -0 32 9 33 0 03 MS 9 LS 0 01 9 33 0 00 LS UNBRACE LENGTHS LOAD COMBINATION #19 DL +CL +1 6AUX6 Span Minor Id Major LS LL MS RL RS 1 2 5 2 5 2 5 2 5 2 5 2 5 1 00 1 00 1 00 1 00 1 00 2 10 7 0 6 0 0 0 0 0 0 10 1 1 00 1 00 1 00 1 00 1 00 3 24 7 24 7 0 0 0 0 0 0 24 7 1 00 1 00 1 00 1 00 1 00 4 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 5 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 6 24 7 0 0 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 7 24 7 0 0 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 8 24 5 24 5 0 0 0 0 0 0 24 5 1 00 1 00 1 00 1 00 1 00 9 0 3 0 3 0 3 0 0 0 3 0 3 1 00 1 00 1 00 1 00 1 00 EAVE ANALYSIS Span Left Id Sup 1 0 00 2 0 14 J Job No Customer Description Shear (k) Left Right Right Lap Lap Sup 4050 Clallum Builders Exc Inc Westport Shipyard Cabinet 0 08 9 44 0 01 LS 0 00 -0 33 9 44 0 03 LS 0 00 -1 96 15 63 0 13 LS 0 00 -5 70 15 63 0 36 LS 0 00 -5 70 15 63 0 36 LS 0 00 -1 96 15 63 0 13 LS 0 00 -1 96 15 63 0 13 LS 0 00 -1 93 15 63 0 12 LS 0 00 0 00 15 63 0 00 LS 0 00 Cb LS LL MS RL RS Left Left Sup Lap 0 06 0 00 0 00 0 00 0 13 0 08 -0 33 5 63 modify Date 8/8/2008 Designed By JRS Checked By 8/ 5/08 8 27am 0 01 -0 01 0 20 0 59 0 59 0 20 -0 20 -0 20 0 01 Available Reduction Factor Out In 1 00 0 60 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 60 Moment(f -k) MidSpan Right Right Mom Loc Lap Sup Page 276 Of 446 0 08 0 00 r L 4050 HCI STEEL BUILDING SYSTEMS. INC. 3 0 32 4 0 32 5 0 92 6 0 92 7 0 32 8 0 32 9 0 01 STRENGTH /DEFLECTION Span Id Loc 1 RS 2 LS 3 LS 4 LS 5 RS 6 LS 7 LS 8 RS 9 LS UNBRACE LENGTHS Shear (k) Job No Customer Description Eave Calc Allow UC Loc 0 06 3 24 0 02 RS 0 14 3 24 0 04 MS 0 32 9 33 0 03 MS 0 32 9 33 0 03 MS 0 92 9 33 0 10 MS 0 92 9 33 0 10 MS 0 32 9 33 0 03 MS -0 32 9 33 0 03 MS 0 01 9 33 0 00 LS 4050 Clallum Builders Exc Inc Westport Shipyard Cabinet Design Report (Wall 4) 0 32 0 00 0 32 0 00 0 92 0 00 0 92 0 00 -0 32 0 00 0 32 0 00 0 00 0 00 Moment (f -k) 1 96 12 33 -1 96 12 33 5 70 12 33 5 70 12 33 -1 96 12 33 1 93 12 25 0 00 0 33 Calc Allow UC Loc UC 0 08 9 44 0 01 LS 0 00 0 33 9 44 0 03 LS 0 00 1 96 15 63 0 13 LS 0 00 1 96 15 63 0 13 LS 0 00 5 70 15 63 0 36 LS 0 00 5 70 15 63 0 36 LS 0 00 -1 96 15 63 0 13 LS 0 00 1 93 15 63 0 12 LS 0 00 0 00 15 63 0 00 LS 0 00 Span Minor Cb Id Major LS LL MS RL RS LS LL MS RL RS 1 2 5 2 5 2 5 2 5 2 5 2 5 1 00 1 00 1 00 1 00 1 00 2 10 7 0 6 0 0 0 0 0 0 10 1 1 00 1 00 1 00 1 00 1 00 3 24 7 24 7 0 0 0 0 0 0 24 7 1 00 1 00 1 00 1 00 1 00 4 24 7 0 0 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 5 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 6 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 7 24 7 0 0 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 8 24 5 24 5 0 0 0 0 0 0 24 5 1 00 1 00 1 00 1 00 1 00 9 0 3 0 3 0 3 0 0 0 3 0 3 1 00 1 00 1 00 1 00 1 00 modify Date 1 8/8/2008 Designed By JRS Checked By 8/ 5/08 8 27am 0 00 0 00 0 00 0 00 0 00 0 00 0 00 Mom +Shr Deflection(in) Calc Allow 0 01 0 01 0 20 -0 20 0 59 0 59 0 20 0 20 0 01 Available Reduction Factor Out In 1 00 0 60 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 60 Page 277 Of 446 F r 1, v HCI STEEL BUILDING SYSTEMS. INC. 4050 Job No Customer Description LOAD COMBINATION #20 DL +CL +1 6AUX7 EAVE ANALYSIS STRENGTH /DEFLECTION UNBRACE LENGTHS Span 4050 modify Clallum Builders Exc Inc Date Westport Shipyard Cabinet I Designed By Checked By 8/8/2008 JRS Eave Design Report (Wall 4) 8/ 5/08 8 27am 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 08 2 0 14 -0 13 0 08 -0 33 5 63 0 00 3 0 32 -0 32 0 00 -1 96 12 33 0 00 4 0 32 -0 32 0 00 -1 96 12 33 0 00 5 0 32 -0 32 0 00 -1 96 12 33 0 00 6 0 92 -0 92 0 00 -5 70 12 33 0 00 7 0 92 -0 92 0 00 -5 70 12 33 0 00 8 0 32 -0 32 0 00 -1 93 12 25 0 00 9 0 01 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 06 3 24 0 02 RS 0 08 9 44 0 01 LS 0 00 0 01 2 LS 0 14 3 24 0 04 MS -0 33 9 44 0 03 LS 0 00 -0 01 3 LS 0 32 9 33 0 03 MS -1 96 15 63 0 13 LS 0 00 -0 20 4 LS 0 32 9 33 0 03 MS -1 96 15 63 0 13 LS 0 00 -0 20 5 LS 0 32 9 33 0 03 MS -1 96 15 63 0 13 LS 0 00 -0 20 6 LS 0 92 9 33 0 10 MS -5 70 15 63 0 36 LS 0 00 -0 59 7 LS 0 92 9 33 0 10 MS -5 70 15 63 0 36 LS 0 00 -0 59 8 RS -0 32 9 33 0 03 MS -1 93 15 63 0 12 LS 0 00 -0 20 9 LS 0 01 9 33 0 00 LS 0 00 15 63 0 00 LS 0 00 0 01 Available Reduction Minor Cb Factor Page 278 Of 446 r r L. J HCI STEEL BUILDING SYSTEMS, INC. EAVE ANALYSIS Span Left Id Sup 1 0 00 2 0 14 3 0 32 4 0 32 5 0 32 6 0 32 7 0 92 8 0 92 9 0 02 STRENGTH /DEFLECTION Span Id Loc 1 RS 2 LS Job No 4050 modify Customer Clallum Builders Exc Inc Date 8/8/2008 Description Westport Shipyard Cabinet Designed By JRS Checked By 4050 Eave Design Report (Wall 4) Id Major LS LL MS RL RS LS LL MS RL RS Out In 1 2 5 2 5 2 5 2 5 2 5 2 5 1 00 1 00 1 00 1 00 1 00 2 10 7 0 6 0 0 0 0 0 0 10 1 1 00 1 00 1 00 1 00 1 00 3 24 7 24 7 0 0 0 0 0 0 24 7 1 00 1 00 1 00 1 00 1 00 4 24 7 0 0 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 5 24 7 0 0 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 6 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 7 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 8 24 5 24 5 0 0 0 0 0 0 24 5 1 00 1 00 1 00 1 00 1 00 9 0 3 0 3 0 3 0 0 0 3 0 3 1 00 1 00 1 00 1 00 1 00 LOAD COMBINATION #21 DL +CL +1 6AUX8 Shear(k) Left Right Right Lap Lap Sup 0 06 0 00 -0 13 0 08 0 32 0 00 0 32 0 00 0 32 0 00 0 32 0 00 0 92 0 00 0 92 0 00 0 00 0 00 Left Left Sup Lap Shear(k) Moment (f -k) Calc Allow UC Loc Calc Allow 0 00 0 00 -0 33 5 63 1 96 12 33 1 96 12 33 1 96 12 33 1 96 12 33 5 70 12 33 -5 62 12 25 0 00 0 33 -0 06 3 24 0 02 RS 0 08 9 44 0 01 LS 0 00 0 14 3 24 0 04 MS -0 33 9 44 0 03 LS 0 00 8/ 5/08 8 27am 1 00 0 60 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 60 Moment(f -k) MidSpan Right Right Mom Loc Lap Sup Mom +Shr Deflection(in) UC Loc UC Calc Allow 0 01 -0 01 Page 279 Of 446 0 08 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 3 4 5 6 7 8 9 NCI STEEL BUILDING SYSTEMS, INC. LS LS LS LS LS RS LS UNBRACE LENGTHS EAVE ANALYSIS Span Left Id Sup 1 0 00 2 0 42 3 0 32 4 0 92 5 0 32 Job No Shear(k) Left Right Right Lap Lap Sup 4050 4050 Eave Design Report (Wall 4) Span Minor Id Major LS LL MS RL RS Customer Clallum Builders Exc Inc Date 8/8/2008 Description Westport Shipyard Cabinet l Designed Byl JRS Checked By 0 32 9 33 0 03 MS 0 32 9 33 0 03 MS 0 32 9 33 0 03 MS 0 32 9 33 0 03 MS 0 92 9 33 0 10 MS -0 92 9 33 0 10 MS 0 02 9 33 0 00 LS 1 2 5 2 5 2 5 2 5 2 5 2 5 1 00 1 00 1 00 1 00 1 00 2 10 7 0 6 0 0 0 0 0 0 10 1 1 00 1 00 1 00 1 00 1 00 3 24 7 24 7 0 0 0 0 0 0 24 7 1 00 1 00 1 00 1 00 1 00 4 24 7 0 0 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 5 24 7 0 0 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 6 24 7 0 0 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 7 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 8 24 5 0 0 0 0 0 0 0 0 24 5 1 00 1 00 1 00 1 00 1 00 9 0 3 0 3 0 3 0 0 0 3 0 3 1 00 1 00 1 00 1 00 1 00 LOAD COMBINATION #22 DL +CL +1 6AUX9 0 19 0 00 0 38 0 23 0 32 0 00 -0 92 0 00 0 32 0 00 modify 1 96 15 63 0 13 LS 0 00 -1 96 15 63 0 13 LS 0 00 1 96 15 63 0 13 LS 0 00 1 96 15 63 0 13 LS 0 00 5 70 15 63 0 36 LS 0 00 5 62 15 63 0 36 LS 0 00 0 00 15 63 0 00 LS 0 00 Cb LS LL MS RL RS Left Left Sup Lap Moment (f -k) MidSpan Right Right Mom Loc Lap Sup 0 00 0 00 0 95 5 63 -1 96 12 33 5 70 12 33 1 96 12 33 8/ 5/08 8 27am -0 20 0 20 0 20 0 20 -0 59 0 58 0 03 Available Reduction Factor Out In 1 00 0 60 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 60 Page 280 Of 446 0 23 0 00 0 00 0 00 0 00 4050 Span Id 1 2 3 4 5 6 7 8 9 Customer I Clallum Builders Exc Inc I Date 8/8/2008 1 Description 1 Westport Shipyard Cabinet Designed By JRS HCI STEEL BUILDING SYSTEMS, INC. Checked By 6 0 92 7 0 32 8 0 92 9 0 02 STRENGTH /DEFLECTION UNBRACE LENGTHS Shear(k) Eave Loc Calc Allow UC Loc RS LS LS RS LS LS LS RS LS -0 19 3 24 0 06 RS 0 42 3 24 0 13 MS 0 32 9 33 0 03 MS -0 92 9 33 0 10 MS 0 32 9 33 0 03 MS 0 92 9 33 0 10 MS 0 32 9 33 0 03 MS -0 92 9 33 0 10 MS 0 02 9 33 0 00 LS LOAD COMBINATION #23 DL +CL +1 6AUX10 Job No 4050 I modify Design Report (Wall 4) -0 92 0 00 0 32 0 00 0 92 0 00 0 00 0 00 Moment (f -k) -5 70 12 33 1 96 12 33 5 62 12 25 0 00 0 33 Calc Allow UC Loc UC 0 23 9 44 0 02 RS 0 00 -0 95 9 44 0 10 LS 0 02 -1 96 15 63 0 13 LS 0 00 -5 70 15 63 0 36 LS 0 00 -1 96 15 63 0 13 LS 0 00 -5 70 15 63 0 36 LS 0 00 -1 96 15 63 0 13 LS 0 00 -5 62 15 63 0 36 LS 0 00 0 00 15 63 0 00 LS 0 00 Span Minor Cb Id Major LS LL MS RL RS LS LL MS RL RS 1 2 5 2 5 2 5 2 5 2 5 2 5 1 00 1 00 1 00 1 00 1 00 2 10 7 0 6 0 0 0 0 0 0 10 1 1 00 1 00 1 00 1 00 1 00 3 24 7 24 7 0 0 0 0 0 0 24 7 1 00 1 00 1 00 1 00 1 00 4 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 5 24 7 0 0 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 6 24 7 24 7 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 7 24 7 0 0 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 8 24 5 0 0 0 0 0 0 0 0 24 5 1 00 1 00 1 00 1 00 1 00 9 0 3 0 3 0 3 0 0 0 3 0 3 1 00 1 00 1 00 1 00 1 00 8/ 5/08 8 27am Page 281 Of 446 0 00 0 00 0 00 0 00 Mom +Shr Deflection(in) Calc Allow 0 02 0 03 0 20 0 59 0 20 -0 59 0 20 -0 58 0 03 Available Reduction Factor Out In 1 00 0 60 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 60 Ili HCI STEEL BUILDING SYSTEMS. INC. 4050 EAVE ANALYSIS Span Left Id Sup 1 0 00 2 0 14 3 0 92 4 0 32 5 0 92 6 0 32 7 0 92 8 0 32 9 0 01 STRENGTH /DEFLECTION Span Shear(k) Id Loc Calc Allow UC Loc 1 RS 2 LS 3 LS 4 LS 5 RS 6 LS 7 LS 8 RS 9 LS UNBRACE LENGTHS Span Id Major Job No Customer Description Eave Shear(k) Left Right Right Lap Lap Sup 0 06 3 24 0 02 RS 0 14 3 24 0 04 MS 0 92 9 33 0 10 MS 0 32 9 33 0 03 MS 0 92 9 33 0 10 MS 0 32 9 33 0 03 MS 0 92 9 33 0 10 MS 0 32 9 33 0 03 MS 0 01 9 33 0 00 LS 4050 Clallum Builders Exc Inc Westport Shipyard Cabinet Design Report (Wall 4) 0 06 0 00 0 13 0 08 0 92 0 00 0 32 0 00 0 92 0 00 0 32 0 00 0 92 0 00 0 32 0 00 0 00 0 00 Left Left Sup Lap Moment (f -k) 0 00 0 00 -0 33 5 63 5 70 12 33 1 96 12 33 5 70 12 33 1 96 12 33 -5 70 12 33 1 93 12 25 0 00 0 33 Calc Allow UC Loc UC 0 08 9 44 0 01 LS 0 00 0 33 9 44 0 03 LS 0 00 5 70 15 63 0 36 LS 0 00 1 96 15 63 0 13 LS 0 00 5 70 15 63 0 36 LS 0 00 1 96 15 63 0 13 LS 0 00 5 70 15 63 0 36 LS 0 00 -1 93 15 63 0 12 LS 0 00 0 00 15 63 0 00 LS 0 00 modify Date l 8/8/2008 Designed Byl JRS Checked By 8/ 5/08 8 27am Moment (f -k) MidSpan Right Right Mom Loc Lap Sup Mom +Shr Deflection(in) Calc Allow 0 01 0 01 0 59 0 20 -0 59 0 20 -0 59 -0 20 0 01 Available Reduction Minor Cb Factor LS LL MS RL RS LS LL MS RL RS Out In 1 2 5 2 5 2 5 2 5 2 5 2 5 1 00 1 00 1 00 1 00 1 00 1 00 0 60 Page 282 Of 446 0 08 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 r r HCI STEEL BUILDING SYSTEMS, INC. 4050 DEFLECTION LOAD COMBINATION 1 LL Span DEFLECTION(in) Id Calc Allow Ratio 1 0 01 2 -0 02 0 85 0 02 3 -0 39 1 97 0 20 4 -0 39 1 97 0 20 5 -0 39 1 97 0 20 6 -0 39 1 97 0 20 7 -0 39 1 97 0 20 8 -0 38 1 96 0 19 9 0 02 LOAD COMBINATION 2 1 42SL Span DEFLECTION(in) Id Calc Allow Ratio 1 0 02 2 -0 03 0 85 0 03 3 -0 69 1 97 0 35 4 -0 69 1 97 0 35 5 -0 69 1 97 0 35 6 -0 69 1 97 0 35 7 -0 69 1 97 0 35 Job No 4050 ili Customer Clallum Builders Exc Inc Description Westport Shipyard Cabinet Eave 2 10 7 0 6 0 0 0 0 0 0 10 1 3 24 7 24 7 0 0 0 0 0 0 0 0 4 24 7 0 0 0 0 0 0 0 0 0 0 5 24 7 24 7 0 0 0 0 0 0 0 0 6 24 7 0 0 0 0 0 0 0 0 0 0 7 24 7 24 7 0 0 0 0 0 0 0 0 8 24 5 24 5 0 0 0 0 0 0 24 5 9 0 3 0 3 0 3 0 0 0 3 0 3 Design Report (Wall 4) modify 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Date 8/8/2008 Designed By JRS Checked By 8/ 5/08 8 27am 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 40 1 00 0 60 Page 283 Of 446 r r HCI STEEL BUILDING SYSTEMS, INC. 4050 Eave Design Report (Wall 4) 8/ 5/08 8 27am 8 -0 67 1 96 0 34 9 0 03 4050 Strut Bolt Report 8/ 5/08 8 27am 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 2 4 RF 2 5 RF 2 6 RF 2 7 RF 2 8 RF 4 1 RF 4 2 RF 4 3 RF 4 4 RF 4 5 RF 4 6 RF 4 7 RF 4 8 RF Job No 1 4050 Customer Clallum Builders Exc Inc Description Westport Shipyard Cabinet Bolt_Selected Bolt_Capacity No Type Dia Wshr Calc Shear Bear Ratio 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 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 modify Date 1 8/8/2008 Designed Byl JRS Checked By 2 02 13 81 4 89 0 41 5 54 13 81 6 95 0 80 15 78 13 81 6 95 2 27 15 78 13 81 6 95 2 27 4 51 13 81 6 95 0 65 15 23 13 81 6 95 2 19 15 23 13 81 6 95 2 19 3 57 13 81 6 95 0 51 2 02 13 81 4 89 0 41 5 54 13 81 6 95 0 80 15 78 13 81 6 95 2 27 15 78 13 81 6 95 2 27 4 51 13 81 6 95 0 65 15 23 13 81 6 95 2 19 15 23 13 81 6 95 2 19 3 57 13 81 6 95 0 51 Page 284 Of 446 Job No 4050 Customer Clallum Builders Exc Inc Description Westport Shipyard Cabinet HC_ STEEL BUILDING SYSTEMS. INC. PURLINS PURLIN STRUTS AT EAVE modify Date 1 8/8/2008 Designed By JRS Checked By 4050 Strut Bolt Report 8/ 5/08 8 27am 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 4 A325 0 500 0 1 13 36 17 67 11 12 1 20 3 4 RF 100 00 4 A325 0 500 0 1 13 36 17 67 11 12 1 20 3 6 RF 100 00 4 A325 0 500 0 1 12 89 17 67 11 12 1 16 3 7 RF 100 00 4 A325 0 500 0 1 12 89 17 67 11 12 1 16 2 3 RF 0 00 4 A325 0 500 0 1 13 36 17 67 11 12 1 20 2 4 RF 0 00 4 A325 0 500 0 1 13 36 17 67 11 12 1 20 2 6 RF 0 00 4 A325 0 500 0 1 12 89 17 67 11 12 1 16 2 7 RF 0 00 4 A325 0 500 0 1 12 89 17 67 11 12 1 16 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 34 30 2 A325 0 500 0 0 00 8 84 0 00 3 91 0 00 2 2 RF 34 30 2 A325 0 500 0 1 62 8 84 1 62 3 91 0 41 2 3 RF 34 30 4 A325 0 500 0 4 65 17 67 4 65 7 83 0 59 2 4 RF 34 30 2 A325 0 500 0 6 07 8 84 3 84 3 91 0 98 2 1 RF 50 00 2 A325 0 500 0 0 00 8 84 0 00 3 91 0 00 2 2 RF 50 00 2 A325 0 500 0 0 51 8 84 0 51 3 91 0 13 2 3 RF 50 00 2 A325 0 500 0 1 46 8 84 1 46 3 91 0 37 2 4 RF 50 00 2 A325 0 500 0 3 81 8 84 2 41 3 91 0 62 2 6 RF 34 30 2 A325 0 500 0 6 91 8 84 3 07 3 91 0 78 2 7 RF 34 30 2 A325 0 500 0 3 10 8 84 3 10 5 56 0 56 2 8 RF 34 30 2 A325 0 500 0 0 48 8 84 0 48 5 56 0 09 2 6 RF 50 00 2 A325 0 500 0 4 32 8 84 1 91 3 91 0 49 2 7 RF 50 00 2 A325 0 500 0 0 95 8 84 0 95 3 91 0 24 2 8 RF 50 00 2 A325 0 500 0 0 00 8 84 0 00 5 56 0 00 3 1 RF 50 00 2 A325 0 500 0 0 00 8 84 0 00 3 91 0 00 3 2 RF 50 00 2 A325 0 500 0 0 51 8 84 0 51 3 91 0 13 3 3 RF 50 00 2 A325 0 500 0 1 46 8 84 1 46 3 91 0 37 3 4 RF 50 00 2 A325 0 500 0 3 81 8 84 2 41 3 91 0 62 3 1 RF 65 70 2 A325 0 500 0 0 00 8 84 0 00 3 91 0 00 3 2 RF 65 70 2 A325 0 500 0 1 62 8 84 1 62 3 91 0 41 3 3 RF 65 70 4 A325 0 500 0 4 65 17 67 4 65 7 83 0 59 Page 285 Of 446 Job No 1 4050 modify r ;m: 1 11i Customer Clallum Builders Exc Inc Date L Designed 8 8/8/2008 HCI STEEL BUILDING I Description I Westport Shipyard Cabinet I gn yl JRS SYSTEMS. INC. I I Checked By 4050 Strut Bolt Report 8/ 5/08 8 27am 3 4 RF 65 70 4 A325 0 500 0 7 63 17 67 5 40 7 83 0 69 3 6 RF 50 00 2 A325 0 500 0 4 32 8 84 1 91 3 91 0 49 3 7 RF 50 00 2 A325 0 500 0 0 95 8 84 0 95 3 91 0 24 3 8 RF 50 00 2 A325 0 500 0 0 00 8 84 0 00 5 56 0 00 3 6 RF 65 70 4 A325 0 500 0 8 47 17 67 4 62 7 83 0 59 3 7 RF 65 70 2 A325 0 500 0 3 11 8 84 3 11 3 91 0 79 3 8 RF 65 70 2 A325 0 500 0 0 48 8 84 0 48 5 56 0 09 PURLIN STRUTS 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 34 30 4 A325 0 500 0 3 5 40 17 67 7 83 0 69 2 4 RF 34 30 4 A325 0 500 0 3 5 40 17 67 7 83 0 69 2 6 RF 34 30 4 A325 0 500 0 3 4 62 17 67 7 83 0 59 2 7 RF 34 30 4 A325 0 500 0 3 4 62 17 67 7 83 0 59 3 3 RF 65 70 4 A325 0 500 0 3 5 40 17 67 7 83 0 69 3 4 RF 65 70 4 A325 0 500 0 3 5 40 17 67 7 83 0 69 3 6 RF 65 70 4 A325 0 500 0 3 4 62 17 67 7 83 0 59 3 7 RF 65 70 4 A325 0 500 0 3 4 62 17 67 7 83 0 59 PANEL ERROR Bolt Force Allow #NOTE Not standard bolt connection 4050 Screw Report 8/ 5/08 8 27am Tensile Thick Yield Strength Part (in) (ksi) (ksi) HHR 26 0 019 50 00 63 63 PURLIN SCREW LAYOUT Purlin Screw Page 286 Of 446 r r Surf Bay L J HCI STEEL BUILDING SYSTEMS. INC. PURLIN SCREW CHECK BASE SCREW CHECK I *WARNING Screw force limit Job No 1 4050 I modify Customer I Clallum Builders Exc Inc Date 1 8/8/2008 _Li 1 Description Westport Shipyard Cabinet Designed Byl JRS Checked By 4050 Screw Report 8/ 5/08 8 27am Space Dia Washer Space Tension Id Id Zone Part Id (ft) Part (in) (in) (ft) (k) 2 1 Corner 11Z25U14 1 4 92 1214112 0 21 0 50 1 00 1 00 2 1 Edge 11Z25U14 4 4 92 1214112 0 21 0 50 1 00 1 00 2 1 Edge 11Z25U14 1 4 92 1214112 0 21 0 50 1 00 1 00 2 1 Int 11Z25U14 4 4 92 1214112 0 21 0 50 1 00 1 00 3 1 Edge 11Z25U14 3 4 92 1214112 0 21 0 50 1 00 1 00 3 1 Corner 11Z25U14 10 4 92 1214112 0 21 0 50 1 00 1 00 3 1 Int 11Z25U14 3 4 92 1214112 0 21 0 50 1 00 1 00 3 1 Edge 11Z25U14 10 4 92 1214112 0 21 0 50 1 00 1 00 Allow Wind Purlin Panel Screw Surf Bay Suction Load Pullout Pullover Tension Max Id Id Zone (psf) (k) (k) (k) (k) UC 2 1 Corner 56 42 0 28 0 26 0 30 0 27 1 07* 2 1 Edge 37 46 0 18 0 26 0 30 0 27 0 71 2 1 Edge 37 46 0 18 0 26 0 30 0 27 0 71 2 1 Int 22 30 0 11 0 26 0 30 0 27 0 42 3 1 Edge 37 46 0 18 0 26 0 30 0 27 0 71 3 1 Corner 56 42 0 28 0 26 0 30 0 27 1 07* 3 1 Int 22 30 0 11 0 26 0 30 0 27 0 42 3 1 Edge 37 46 0 18 0 26 0 30 0 27 0 71 Screw Force /Screw Shear Wall Base Dia Space Shear Wind Seis Limit Max Id Length Part (in) (ft) (k) (k) (k) (k) UC 2 147 33 1214112 0 21 1 00 1 90 0 010 0 213 0 226 0 94 4 147 33 1214112 0 21 1 00 1 90 0 010 0 213 0 226 0 94 4050 Roof Design Weight Summary 8/ 5/08 8 27am Page 287 Of 446 F 1 HCI STEEL BUILDING SYSTEMS, INC. Job No Customer Description 4050 Clallum Builders Exc Inc Westport Shipyard Cabinet 4050 Roof Design Weight Summary Roof Purlins 16677 10 Eave Struts 2179 66 Struts 1000 00 Roof Bracing 1315 53 Wall Bracing 625 16 Total 21797 44 4050 Roof Design Warning Report modify Date 8/8/2008 Designed By ORS Checked By 8/ 5/08 8 27am 8/ 5/08 8 27am e9 4. WARNING Strut Bolt Force Allow 51Aff 1 G'7 e s7 C)r O4, WARNING Screw force limit Sli✓iro To /,j r6VA4C> Seg Page 288 Of 446 HCI STEEL BUILDING SYSTEMS. INC. *4050 Sidewall Design Input 8/ 5/08 8 26am 1)JOBID '4050' 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 '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 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 30 000 'Y 4 000 9)SURFACE SHAPE No X_Coord Y_Coord Offset Job No -4050 modify Customer Clallum Builders Exc Inc Date Description- Westport Shipyard Cabinet Designed By Checked By 8/8/2008 JRS Page 289 Of 446 Job No 1 4050 r Customer) Clallum Builders Exc Inc L Description Westport Shipyard Cabinet HCI STEEL BUILDING SYSTEMS, INC. Surf (ft) (ft) (in) 4 0 0000 17 0000 8 000 50 0000 21 1667 8 000 100 0000 17 0000 8 000 100 0000 0 0000 8 000 (10)SIDEWALL BAY SPACING Sets_Of Bay No Bays Width Bays 2 25 0000 6 13 3333 1 (11)FRAMED OPENINGS No Bay Open Open Open Open Sill Base Set Member Remove Open Id Width Height Offset Type Height Elev Depth Select Panel 1 6 16 0000 12 0000 6 0000 45 0 0000 0 000 0 000 'C "Y' (12)PARTIAL WALLS Set_Of Base Full Bay_Id Wall Bays Type Load Start End Height 0 (13)GIRT DESIGN Girt Flg_Brace Set Set Max Max_Unbr Type Out In Depth Lap Space Length 'ZB' 'C' 'N' 8 000 0 0000 7 3333 10 0000 (14)GIRT LOCATION Set No Girt Loc Girt Location P 1 7 3333 (15)SPECIAL GIRT Sets_Of Bay_Id Girt Girt Girt Girts Start End Height Type Rotate Use 0 (16)WALL PANELS /GUTTERS Wall Gutter Insulation Panel Use Type Width Use Thick 'HHR 26 "E"N' 0 000 'N' 0 000 modify Date (17),FACIA /PARAPET Location Edge_Extend No Ext Facia Bay Bay Left Right Ext Designed Byl JRS Checked By 8/8/2008 Page 290 Of 446 r Customer Clallum Builders Exc Inc I Date 1 8/8/2008 L Description Westport Shipyard Cabinet Designed By] JRS HCI STEEL BUILDING SYSTEMS, INC. I Checked By Ext Id Type Start End Elev Height (ft) (ft) Mount 0 (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 Wind Snow Wind Seis Factor Dead Coeff 18 9 1 00 1 00 1 00 1 00 2 50 0 0000 (20)EDGE ZONE Zone Col/ Width Girt Panel Jamb 6 800 1 07 1 23 1 06 (21)WIND PRESSURE /SUCTION Wind Wind Pressure Suction 16 5 -18 2 Girt /Header 20 4 -22 1 Panel 16 5 -18 1 Jamb 28 4 -18 9 Parapet Girt (22)GIRT LAPS Data 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 4050 Sidewall Design Code STRUCTURAL CODE Set _l Job No 4050 modify Set _2 Set _3 8/ 5/08 8 26am Page 291 Of 446 JobNo1 4050 hi 1 Customer) Clallum Builders Exc Inc )Description) Westport Shipyard Cabinet NCI STEEL BUILDING SYSTEMS. INC. 4050 Sidewall Design 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) modify Date Designed By Checked By 4050 Girt Design Report 8/ 5/08 8 26am GIRT LAYOUT GIRT LEVEL 1 SPAN 1 Bay Girt Bay Lap(ft) Girt No Girt Id Size Width Left Right Location Brace Weight 1 8Z25U14 24 67 0 88 3 6667 0 86 6 2 8Z25U16 25 00 0 88 0 88 3 6667 0 73 8 3 8Z25U16 25 00 0 88 0 88 3 6667 0 73 8 4 8Z25U16 25 00 0 88 0 88 3 6667 0 73 8 5 8Z25U16 25 00 0 88 0 88 3 6667 0 73 8 6 8Z25U16 5 63 0 88 3 6667 0 17 9 WIND PRESSURE 399 8 8/8/2008 JRS 8/ 5/08 8 26am Page 292 Of 446 NCI STEEL BUILDING SYSTEMS. INC. 4050 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 59 -0 85 -0 90 0 00 -2 88 9 75 3 08 3 85 2 0 79 0 74 -0 67 -0 72 3 85 3 18 -1 33 13 08 2 36 2 97 3 0 75 0 70 -0 71 -0 76 2 97 2 34 -1 65 12 37 2 53 3 17 4 0 75 0 70 -0 71 -0 76 3 17 2 54 -1 52 12 46 2 60 3 24 5 0 78 0 72 -0 68 -0 74 3 24 2 59 -1 72 12 81 2 15 2 77 6 0 66 0 61 0 32 2 77 2 21 1 15 2 81 0 00 STRENGTH /DEFLECTION Span Shear(k) Id Loc Calc Allow 1 RL -0 85 2 LL 0 74 3 RL -0 71 4 RL -0 71 5 LL 0 72 6 LL 0 61 UNBRACE LENGTHS Job No 1 4050 I modify Customer I Clallum Builders Exc Inc I Date 1 8/8/2008 Description) Westport Shipyard Cabinet Designed Byl JRS Checked By Girt Design Report 4 54 0 19 RL 2 41 0 31 LL 2 41 0 30 RL 2 41 0 29 RL 2 41 0 30 LL 2 41 0 25 LL Bay Minor Id Major LS LL MS RL RS Moment (f -k) UC Loc Calc Allow UC Loc UC 3 08 5 67 0 54 RL 0 32 3 18 4 33 0 73 LL 0 58 2 53 4 33 0 58 RL 0 38 2 60 4 33 0 60 RL 0 39 2 59 4 33 0 60 LL 0 39 2 21 4 33 0 51 LL 0 29 Cb LS LL MS RL RS 1 24 7 0 0 0 0 0 0 4 3 0 9 1 00 1 00 1 00 1 67 1 00 2 25 0 0 9 5 6 0 0 4 4 0 9 1 00 1 67 1 00 1 67 1 00 3 25 0 0 9 4 1 0 0 4 4 0 9 1 00 1 67 1 00 1 67 1 00 4 25 0 0 9 4 5 0 0 4 6 0 9 1 00 1 67 1 00 1 67 1 00 5 25 0 0 9 4 4 0 0 3 8 0 9 1 00 1 67 1 00 1 67 1 00 6 5 6 0 9 4 8 4 8 4 8 4 8 1 00 1 67 1 00 1 00 1 00 8/ 5/08 8 26am Mom +Shr Deflection(in) Calc Allow 0 95 3 29 0 33 3 33 -0 54 3 33 0 46 3 33 0 58 3 33 0 09 Available Reduction Factor Out In 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 Page 293 Of 446 r r HCI STEEL BUILDING SYSTEMS. INC. 4050 WIND SUCTION GIRT ANALYSIS STRENGTH /DEFLECTION 1 RL 0 94 2 LL -0 82 3 RL 0 79 4 RL 0 78 5 LL -0 80 6 LL -0 67 UNBRACE LENGTHS Job No 1 4050 modify Customer) Clallum Builders Exc Inc Date 8/8/2008 Description) Westport Shipyard Cabinet Designed Byl JRS Checked By 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 1 -0 68 0 94 1 00 0 00 3 22 9 95 -3 42 -4 27 2 -0 87 -0 82 0 74 0 79 -4 27 -3 53 1 45 13 10 -2 60 -3 27 3 -0 82 -0 77 0 79 0 84 -3 27 -2 57 1 83 12 36 -2 79 -3 50 4 -0 83 -0 77 0 78 0 84 -3 50 -2 80 1 68 12 46 -2 87 -3 57 5 -0 85 -0 80 0 76 0 81 -3 57 -2 85 1 90 12 81 -2 37 -3 06 6 -0 73 -0 67 -0 36 -3 06 -2 44 -1 26 2 81 0 00 Span Shear(k) Moment(f-k) Id Loc Calc Allow UC Loc Calc Allow 4 54 0 21 MS 2 41 0 34 LL 2 41 0 33 RL 2 41 0 32 RL 2 41 0 33 LL 2 41 0 28 LL Bay Minor Id Major LS LL MS RL RS 3 22 3 97 0 81 RL 0 40 3 53 4 33 0 82 LL 0 71 -2 79 4 33 0 64 RL 0 46 2 87 4 33 0 66 RL 0 48 -2 85 4 33 0 66 LL 0 48 2 44 4 33 0 56 LL 0 35 8/ 5/08 8 26am Mom +Shr Deflection(in) UC Loc UC Calc Allow Cb LS LL MS RL RS 1 24 7 19 4 19 4 19 4 0 0 0 0 1 00 1 00 1 00 1 67 1 00 2 25 0 0 0 0 0 13 2 0 0 0 0 1 00 1 67 1 00 1 67 1 00 3 25 0 0 0 0 0 14 8 0 0 0 0 1 00 1 67 1 00 1 67 1 00 4 25 0 0 0 0 0 14 2 0 0 0 0 1 00 1 67 1 00 1 67 1 00 5 25 0 0 0 0 0 15 1 0 0 0 0 1 00 1 67 1 00 1 67 1 00 1 06 3 29 0 36 3 33 0 60 3 33 0 50 3 33 0 64 3 33 0 10 Available Reduction Factor Out In 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 Page 294 Of 446 Job No I 4050 modify 1lVili 1 Customer I Clallum Builders Exc Inc I Date 8/8/2008 Description Westport Shipyard Cabinet I Designed By JRS HCI STEEL BUILDING SYSTEMS. INC. I Checked By 6 5 6 0 0 0 0 0 0 0 0 0 0 1 00 1 67 1 00 1 00 1 00 1 00 0 70 4050 Girt Design Report 8/ 5/08 8 26am GIRT LAYOUT WIND PRESSURE GIRT ANALYSIS STRENGTH /DEFLECTION GIRT LEVEL 1 SPAN 2 Bay Girt Bay Lap(ft) Girt No Girt Id Size Width Left Right Location Brace Weight 6 8Z25U16 2 63 3 6667 0 7 2 7 8Z25U16 10 83 3 6667 0 29 9 37 1 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 6 -0 40 -0 56 0 00 0 58 1 31 1 27 7 0 44 -0 21 1 27 -0 37 7 35 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 6 RS -0 56 2 41 0 23 RS 1 27 4 33 0 29 RS 0 14 -0 05 Page 295 Of 446 UNBRACE LENGTHS WIND SUCTION GIRT ANALYSIS STRENGTH /DEFLECTION UNBRACE LENGTHS Job No 4050 I modify Customer Clallum Builders Exc Inc I Date 1 Description 1 Westport Shipyard Cabinet I Designed By JRS HCI STEEL BUILDING SYSTEMS. INC. I Checked By 8/8/2008 4050 Girt Design Report 8/ 5/08 8 26am 7 LS 0 44 2 41 0 18 LS 1 27 4 33 0 29 LS 0 12 -0 01 1 44 Available Reduction Bay Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In 6 2 6 2 6 2 6 2 6 2 6 2 6 1 00 1 00 1 00 1 00 1 00 1 00 0 70 7 10 8 3 9 3 9 0 0 0 0 0 0 1 00 1 00 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 6 0 45 0 62 0 00 -0 64 1 31 -1 40 7 -0 50 0 25 -1 40 0 43 7 22 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 6 RS 0 62 2 41 0 26 RS -1 40 4 33 0 32 RS 0 17 0 06 7 LS -0 50 2 41 0 21 LS -1 40 4 33 0 32 LS 0 15 0 02 1 44 Available Reduction Bay Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In Page 296 Of 446 NCI STEEL BUILDING SYSTEMS. INC. GIRT LAYOUT WIND PRESSURE GIRT ANALYSIS Job No I 4050 I modify Customer Clallum Builders Exc Inc I Date 8/8/2008 Description Westport Shipyard Cabinet Designed By JRS 6 2 6 0 0 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 70 7 10 8 0 0 0 0 6 9 6 9 6 9 1 00 1 00 1 00 1 00 1 00 1 00 0 70 4050 Girt Design Report 8/ 5/08 8 26am GIRT LEVEL 2 SPAN 1 Checked By Bay Girt Bay Lap(ft) Girt No Girt Id Size Width Left Right Location Brace Weight 1 8Z25U14 24 67 0 88 7 3333 0 86 6 2 8Z25U16 25 00 0 88 0 88 7 3333 0 73 8 3 8Z25U16 25 00 0 88 0 88 7 3333 0 73 8 4 8Z25U16 25 00 0 88 0 88 7 3333 0 73 8 5 8Z25U16 25 00 0 88 0 88 7 3333 0 73 8 6 8Z25U16 5 63 0 88 7 3333 0 17 9 399 8 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 66 -0 95 -1 00 0 00 -3 20 9 75 3 44 4 29 2 0 88 0 82 -0 74 -0 80 4 29 3 54 -1 48 13 08 2 63 3 30 3 0 83 0 77 -0 79 -0 85 3 30 2 60 -1 84 12 36 2 83 3 55 4 0 84 0 78 -0 78 -0 84 3 55 2 84 -1 71 12 49 2 85 3 56 5 0 85 0 79 -0 77 -0 83 3 56 2 84 -1 85 12 67 2 57 3 27 Page 297 Of 446 Customer Clallum Builders Exc Inc I Date 8/8/2008 (Description Westport Shipyard Cabinet Designed By JRS HCI STEEL BUILDING SYSTEMS. INC. 4050 6 0 77 0 71 UNBRACE LENGTHS WIND SUCTION GIRT ANALYSIS STRENGTH /DEFLECTION Girt Design Report Bay Minor Id Major LS LL MS RL RS Shear(k) Bay Left Left Right Right Id Sup Lap Lap Sup 1 2 -0 97 -0 91 0 82 0 88 Job No 1 4050 modify 0 39 3 27 2 62 1 37 2 81 Span Shear(k) Moment(f-k) Id Loc Calc Allow UC Loc Calc Allow 1 RL -0 95 4 54 0 21 RL 2 LL 0 82 2 41 0 34 LL 3 RL -0 79 2 41 0 33 RL 4 RL -0 78 2 41 0 33 RL 5 LL 0 79 2 41 0 33 LL 6 LL 0 71 2 41 0 30 LL Cb Moment(f -k) Left Left Mid -Span Sup Lap Mom Loc Checked By LS LL MS RL RS 1 24 7 0 0 0 0 0 0 4 3 0 9 1 00 1 00 1 00 1 67 1 00 2 25 0 0 9 5 6 0 0 4 4 0 9 1 00 1 67 1 00 1 67 1 00 3 25 0 0 9 4 1 0 0 4 4 0 9 1 00 1 67 1 00 1 67 1 00 4 25 0 0 9 4 5 0 0 4 5 0 9 1 00 1 67 1 00 1 67 1 00 5 25 0 0 9 4 4 0 0 4 0 0 9 1 00 1 67 1 00 1 67 1 00 6 5 6 0 9 4 8 4 8 4 8 4 8 1 00 1 67 1 00 1 00 1 00 8/ 5/08 8 26am 0 00 Mom +Shr Deflection(in) UC Loc UC Calc Allow 3 44 5 67 0 61 RL 0 40 -1 05 3 29 3 54 4 33 0 82 LL 0 72 -0 37 3 33 2 83 4 33 0 65 RL 0 47 -0 60 3 33 2 85 4 33 0 66 RL 0 47 -0 52 3 33 2 84 4 33 0 66 LL 0 47 -0 61 3 33 2 62 4 33 0 61 LL 0 40 -0 17 Available Reduction Factor Out In 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 Right Right Lap Sup -0 75 1 05 1 11 0 00 3 59 9 69 -3 81 -4 76 -4 76 -3 93 1 62 13 10 -2 89 -3 64 Page 298 Of 446 Page 299 Of 446 Job No 4050 I modify 1 v Customer Clallum Builders Exc Inc I Date Westport Shipyard Cabinet I Designed Byl JRS NCI STEEL BUILDING SYSTEMS. INC. I I Checked By 4050 3 -0 92 -0 85 4 -0 93 -0 86 5 -0 94 -0 88 6 -0 85 -0 79 STRENGTH /DEFLECTION Girt Design Report Span Shear(k) Id Loc Calc Allow 1 RL 1 05 4 54 0 23 MS 2 LL -0 91 2 41 0 38 LL 3 RL 0 88 2 41 0 36 RL 4 RL 0 86 2 41 0 36 RL 5 LL -0 88 2 41 0 36 LL 6 LL -0 79 2 41 0 33 LL UNBRACE LENGTHS 4050 Bay Id Major 1 24 7 2 25 0 3 25 0 4 25 0 5 25 0 6 5 6 LS LL MS RL RS LS LL MS RL RS 19 4 19 4 19 4 0 0 0 0 13 2 0 0 0 0 14 8 0 0 0 0 14 2 0 0 0 0 14 8 0 0 0 0 0 0 0 88 0 94 -3 64 -2 86 2 03 12 35 -3 12 -3 92 0 86 0 93 -3 92 -3 13 1 89 12 49 -3 14 -3 92 0 85 0 92 -3 93 -3 13 2 04 12 67 -2 84 -3 61 -0 43 -3 61 -2 89 -1 51 2 81 0 00 UC Loc Calc Allow UC Loc UC Calc Allow Minor Cb Girt Design Report 0 0 0 0 1 00 1 00 1 00 1 67 1 00 0 0 0 0 1 00 1 67 1 00 1 67 1 00 0 0 0 0 1 00 1 67 1 00 1 67 1 00 0 0 0 0 1 00 1 67 1 00 1 67 1 00 0 0 0 0 1 00 1 67 1 00 1 67 1 00 0 0 0 0 1 00 1 67 1 00 1 00 1 00 GIRT LEVEL 2 Moment (f -k) 3 59 3 97 0 90 RL 0 49 -3 93 4 33 0 91 LL 0 88 3 12 4 33 0 72 RL 0 57 3 14 4 33 0 73 RL 0 58 -3 13 4 33 0 72 LL 0 58 2 89 4 33 0 67 LL 0 49 SPAN 2 8/ 5/08 8 26am Mom +Shr Deflection(in) 1 18 3 29 0 40 3 33 0 66 3 33 0 57 3 33 0 67 3 33 0 19 Available Reduction Factor Out In 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 8/ 5/08 8 26am r r Job No 1 4050 Customer) Clallum Builders Exc Inc 1Description Westport Shipyard Cabinet HCI STEEL BUILDING SYSTEMS, INC. 4050 Girt Design Report 8/ 5/08 8 26am GIRT LAYOUT Bay Girt Bay Lap(ft) Girt No Girt Id Size Width Left Right Location Brace Weight 6 8Z25U16 2 63 7 3333 0 7 2 7 8Z25U16 10 83 7 3333 0 29 9 WIND PRESSURE GIRT ANALYSIS STRENGTH /DEFLECTION UNBRACE LENGTHS modify Date l 8/8/2008 Designed Byl JRS Checked By 37 1 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 6 -0 55 -0 73 0 00 0 78 1 31 1 67 7 0 52 -0 21 1 67 -0 33 7 71 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 6 RS -0 73 2 41 0 30 RS 1 67 4 33 0 39 RS 0 24 -0 08 7 LS 0 52 2 41 0 22 LS 1 67 4 33 0 39 LS 0 20 0 00 1 44 Available Reduction Bay Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In 6 2 6 2 6 2 6 2 6 2 6 2 6 1 00 1 00 1 00 1 00 1 00 1 00 0 70 Page 300 Of 446 I Job No 4050 Customer Clallum Builders Exc Inc Description Westport Shipyard Cabinet NCI STEEL BUILDING SYSTEMS. INC. 4050 Girt Design Report 8/ 5/08 8 26am 7 10 8 4 6 4 6 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 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 6 0 61 0 80 0 00 -0 86 1 31 -1 85 7 -0 58 0 25 -1 85 0 39 7 56 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 6 RS 0 80 2 41 0 33 RS -1 85 4 33 0 43 RS 0 29 0 09 7 LS -0 58 2 41 0 24 LS -1 85 4 33 0 43 LS 0 24 0 00 1 44 UNBRACE LENGTHS modify Date 8/8/2008 Designed By JRS Checked By Available Reduction Bay Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In 6 2 6 0 0 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 70 7 10 8 0 0 0 0 6 1 6 1 6 1 1 00 1 00 1 00 1 00 1 00 1 00 0 70 4050 Girt Design Report 8/ 5/08 8 26am Page 301 Of 446 HCI STEEL BUILDING SYSTEMS. INC. 4050 Girt Design Report 8/ 5/08 8 26am GIRT LAYOUT Bay Girt Bay Lap(ft) Girt No Girt Id Size Width Left Right Location Brace Weight 1 8Z25U14 24 67 0 88 11 8333 0 86 6 2 8Z25U14 25 00 0 88 0 88 11 8333 0 90 7 3 8Z25U16 25 00 0 88 0 88 11 8333 0 73 8 4 8Z25U16 25 00 0 88 0 88 11 8333 0 73 8 5 8Z25U16 25 00 0 88 0 88 11 8333 0 73 8 6 8Z25U16 5 63 0 88 11 8333 0 17 9 WIND PRESSURE GIRT ANALYSIS r Job No Customer Description 4050 modify Clallum Builders Exc Inc I Date 8/8/2008 Westport Shipyard Cabinet I Designed By JRS Checked ByI GIRT LEVEL 3 SPAN 1 416 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 72 -1 05 -1 11 0 00 -3 50 9 71 3 86 4 80 2 0 97 0 91 -0 82 -0 88 4 80 3 98 -1 58 13 11 2 92 3 66 3 0 92 0 86 -0 87 -0 94 3 66 2 89 -2 04 12 39 3 07 3 86 4 0 92 0 85 -0 87 -0 94 3 86 3 09 -1 83 12 38 3 29 4 09 5 0 97 0 91 -0 82 -0 88 4 09 3 26 -2 27 13 09 2 25 2 99 6 0 69 0 64 0 38 2 99 2 41 1 28 2 81 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 Page 302 Of 446 raj I Job No Customer (Description HCI STEEL BUILDING SYSTEMS. INC. 4050 1 RL -1 05 2 LL 0 91 3 RL -0 87 4 RL -0 87 5 LL 0 91 6 LL 0 64 UNBRACE LENGTHS WIND SUCTION GIRT ANALYSIS STRENGTH /DEFLECTION Girt Design Report 4050 Clallum Builders Exc Inc Westport Shipyard Cabinet modify Date Designed By Checked By Bay Minor Cb Id Major LS LL MS RL RS LS LL MS RL RS 1 24 7 0 0 0 0 0 0 4 4 0 9 1 00 1 00 1 00 1 67 1 00 2 25 0 0 9 5 7 0 0 4 5 0 9 1 00 1 67 1 00 1 67 1 00 3 25 0 0 9 4 1 0 0 4 3 0 9 1 00 1 67 1 00 1 67 1 00 4 25 0 0 9 4 5 0 0 4 7 0 9 1 00 1 67 1 00 1 67 1 00 5 25 0 0 9 4 4 0 0 3 2 0 9 1 00 1 67 1 00 1 67 1 00 6 5 6 0 9 4 8 4 8 4 8 4 8 1 00 1 67 1 00 1 00 1 00 8/8/2008 JRS 8/ 5/08 8 26am 4 54 0 23 RL 3 86 5 67 0 68 RL 0 50 -1 14 3 29 4 54 0 20 LL 3 98 5 67 0 70 LL 0 52 -0 31 3 33 2 41 0 36 RL 3 07 4 33 0 71 RL 0 56 -0 67 3 33 2 41 0 36 RL 3 29 4 33 0 76 RL 0 63 -0 54 3 33 2 41 0 38 LL 3 26 4 33 0 75 LL 0 62 -0 81 3 33 2 41 0 27 LL 2 41 4 33 0 56 LL 0 34 0 05 Available Reduction Factor Out In 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 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 83 1 16 1 23 0 00 3 92 9 65 -4 28 -5 33 2 -1 08 -1 00 0 90 0 97 -5 33 -4 42 1 74 13 13 -3 21 -4 03 3 -1 01 -0 94 0 96 1 03 -4 03 -3 18 2 25 12 39 -3 39 -4 26 4 -1 01 -0 94 0 96 1 03 -4 26 -3 41 2 01 12 38 -3 63 -4 51 5 -1 07 -1 00 0 90 0 98 -4 51 -3 60 2 51 13 09 -2 48 -3 30 6 -0 76 -0 70 -0 42 -3 30 -2 66 -1 41 2 81 0 00 Page 303 Of 446 r 1 r tt NCI STEEL BUILDING SYSTEMS. INC. 4050 Span Shear (k) Moment (f -k) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC UNBRACE LENGTHS 4050 1 RL 1 16 2 LL -1 00 3 RL 0 96 4 RL 0 96 5 LL -1 00 6 LL -0 70 Bay Id Major 1 2 3 4 5 6 GIRT LAYOUT Bay Girt Id Size 6 8Z25U16 7 8Z25U16 Job No 1 4050 modify Customer) Clallum Builders Exc Inc Date Description) Westport Shipyard Cabinet I Designed By JRS Girt Design Report 4 54 0 26 MS 4 54 0 22 LL 2 41 0 40 RL 2 41 0 40 RL 2 41 0 41 LL 2 41 0 29 LL Minor 3 92 3 97 0 99 RL 0 62 4 42 5 67 0 78 LL 0 64 3 39 4 33 0 78 RL 0 68 -3 63 4 33 0 84 RL 0 77 3 60 4 33 0 83 LL 0 76 -2 66 4 33 0 61 LL 0 41 Cb Checked By LS LL MS RL RS LS LL MS RL RS 24 7 19 4 19 4 19 4 0 0 0 0 1 00 1 00 1 00 1 67 1 00 25 0 0 0 0 0 13 0 0 0 0 0 1 00 1 67 1 00 1 67 1 00 25 0 0 0 0 0 14 8 0 0 0 0 1 00 1 67 1 00 1 67 1 00 25 0 0 0 0 0 14 0 0 0 0 0 1 00 1 67 1 00 1 67 1 00 25 0 0 0 0 0 15 7 0 0 0 0 1 00 1 67 1 00 1 67 1 00 5 6 0 0 0 0 0 0 0 0 0 0 1 00 1 67 1 00 1 00 1 00 Girt Design Report Bay Width GIRT LEVEL 3 SPAN 2 Lap(ft) Girt No Girt Left Right Location Brace Weight 2 63 11 8333 0 7 2 10 83 11 8333 0 29 9 8/8/2008 8/ 5/08 8 26am Mom +Shr Deflection(in) Calc Allow 1 28 3 29 0 33 3 33 0 74 3 33 0 59 3 33 0 89 3 33 -0 06 Available Reduction Factor Out In 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 8/ 5/08 8 26am Page 304 Of 446 r :111 HCI STEEL BUILDING SYSTEMS. INC. WIND PRESSURE GIRT ANALYSIS STRENGTH /DEFLECTION UNBRACE LENGTHS WIND SUCTION GIRT ANALYSIS Job No 4050 modify Customer I Clallum Builders Exc Inc Date l 8/8/2008 Description) Westport Shipyard Cabinet Designed Byl IRS Checked By 4050 Girt Design Report 8/ 5/08 8 26am 37 1 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 6 -0 48 -0 63 0 00 0 68 1 31 1 46 7 0 54 -0 27 1 46 -0 48 7 23 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 6 RS -0 63 2 41 0 26 RS 1 46 4 33 0 34 RS 0 18 -0 05 7 LS 0 54 2 41 0 22 LS 1 46 4 33 0 34 LS 0 16 -0 02 1 44 Available Reduction Bay Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In 6 2 6 2 6 2 6 2 6 2 6 2 6 1 00 1 00 1 00 1 00 1 00 1 00 0 70 7 10 8 3 6 3 6 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 70 Page 305 Of 446 HCI STEEL BUILDING SYSTEMS. INC. 4050 Girt Design Report 8/ 5/08 8 26am 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 6 0 54 0 70 0 00 -0 76 1 31 -1 62 7 -0 60 0 31 -1 62 0 56 7 10 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 6 RS 0 70 2 41 0 29 RS -1 62 4 33 0 37 RS 0 22 0 06 7 LS -0 60 2 41 0 25 LS -1 62 4 33 0 37 LS 0 20 0 03 1 44 UNBRACE LENGTHS Available Reduction Bay Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In 6 2 6 0 0 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 70 7 10 8 0 0 0 0 7 2 7 2 7 2 1 00 1 00 1 00 1 00 1 00 1 00 0 70 4050 Girt Design Report 8/ 5/08 8 26am GIRT LAYOUT Job No 1 4050 Customer Clallum Builders Exc Inc Description Westport Shipyard Cabinet GIRT LEVEL 4 SPAN 1 Bay Girt Bay Lap(ft) Girt No Girt Id Size Width Left Right Location Brace Weight modify Date 8/8/2008 Designed By JRS Checked By Page 306 Of 446 r r t ili -1 11i HCI STEEL BUILDING SYSTEMS. INC. 6 8Z25U12 25 00 WIND PRESSURE GIRT ANALYSIS STRENGTH /DEFLECTION UNBRACE LENGTHS WIND SUCTION GIRT ANALYSIS Job No 4050 modify Customer I Clallum Builders Exc Inc Date 8/8/2008 Description) Westport Shipyard Cabinet Designed By JRS Checked By 4050 Girt Design Report 8/ 5/08 8 26am 14 0000 0 119 8 119 8 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 6 0 91 -0 92 0 00 -5 11 10 54 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 6 RS -0 92 11 71 0 08 MS -5 11 8 84 0 58 RL 0 18 -1 59 3 33 Available Reduction Bay Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In 6 25 0 6 0 0 0 0 0 0 0 3 0 1 00 1 00 1 00 1 00 1 00 1 00 0 65 Page 307 Of 446 ,0 pmi HCI STEEL BUILDING SYSTEMS. INC. STRENGTH /DEFLECTION UNBRACE LENGTHS JAMB /HEADER LAYOUT STRENGTH /DEFLECTION Job No 4050 modify Customer Clallum Builders Exc Inc I Date l 8/8/2008 Description Westport Shipyard Cabinet I Designed Byl JRS Checked By 4050 Girt Design Report 8/ 5/08 8 26am 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 6 -1 01 1 01 0 00 5 62 10 54 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 6 RS 1 01 11 71 0 09 MS 5 62 5 74 0 98 RL 0 22 1 75 3 33 Available Reduction Bay Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In 6 25 0 6 0 16 0 16 0 16 0 3 0 1 00 1 00 1 00 1 00 1 00 1 00 0 65 4050 Sidewall Jamb /Header Summary Bay Member Member Member Member Id Id Size Length Weight 6 Jamb -L 8C25E16 14 00 38 6 6 Jamb -R 8C25E16 14 00 38 6 6 Header 8C25E16 16 00 44 2 8/ 5/08 8 26am 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 Page 308 Of 446 r r 4050 4050 Customer I Clallum Builders Exc Inc Date 8/8/2008 1 Description 1 Westport Shipyard Cabinet I Designed Byl JRS HCI STEEL BUILDING SYSTEMS, INC. Checked By 4050 Sidewall Jamb /Header Summary 6 Jamb -L WP -0 44 WS 0 48 Jamb -R WP -0 29 WS 0 32 Header WP -0 13 WS 0 15 PANEL DATA Bay Part 1 HHR 26 MOMENTS DEFLECTION Span Span LD Id (ft) Id 1 3 67 WP WS 2 3 67 WP WS 3 4 50 WP WS 4 4 50 WP WS Job No 4050 modify 2 41 0 18 2 41 0 20 2 41 0 12 2 41 0 13 2 41 0 05 2 41 0 06 Wall Panel Report Type Gage Yield HR 26 00 50 0 Moment(ft- lb /ft) Support Midspan Calc Mn /sf UC Calc Mn /sf 28 0 114 8 0 24 37 3 104 1 0 36 28 0 114 8 0 24 -37 3 104 1 0 36 45 4 114 8 0 40 -60 5 104 1 0 58 45 4 114 8 0 40 60 5 104 1 0 58 Weight Summary -0 87 0 95 -0 17 0 18 -0 53 0 58 4 19 0 21 4 10 0 23 4 19 0 04 4 10 0 05 4 19 0 13 2 72 0 21 UC 21 7 104 1 0 21 28 9 114 8 0 25 -7 8 104 1 0 07 10 3 114 8 0 09 -16 9 104 1 0 16 22 6 114 8 0 20 31 4 104 1 0 30 41 9 114 8 0 36 8/ 5/08 8 26am 0 05 -0 17 1 87 0 06 0 18 1 87 0 01 -0 05 1 87 0 01 0 05 1 87 0 00 -0 11 2 13 0 00 0 12 2 13 8/ 5/08 8 26am Deflect(in) Calc Allow UC 0 04 0 73 0 05 0 05 0 73 0 07 0 00 0 73 0 01 0 01 0 73 0 01 0 03 0 90 0 03 0 04 0 90 0 04 0 08 0 90 0 08 0 10 0 90 0 11 8/ 5/08 8 26am Page 309 Of 446 HCI STEEL BUILDING SYSTEMS. INC. Job No 4050 Customer Clallum Builders Exc Inc Description Westport Shipyard Cabinet 4050 Weight Summary 8/ 5/08 8 26am Girts 1447 58 Frame Openings 121 44 1569 02 4050 Sidewall Design Warning Report No Warnings modify Date 1 8/8/2008 Designed Byj JRS Checked By 8/ 5/08 8 26am Page 310 Of 446 I Job No 4050 I modify '1:ili rt I Customer I Clallum Builders Exc Inc I Date 8/8/2008 (Description Westport Shipyard Cabinet I Designed By JRS I I Checked By *4050 Sidewall Design Input 8/ 5/08 8 26am 1)JOBID '4050' HCI STEEL BUILDING SYSTEMS. INC. 2)PROGRAM OPTIONS *Sidewall Run Run Lap Id Girt Panel Stiff 'F' '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 '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 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 30 000 'Y 4 000 9)SURFACE SHAPE No X Coord Y Coord Offset Page 311 Of 446 Ei r Job No 4050 Customer Clallum Builders Exc Inc 1 Description 1 Westport Shipyard Cabinet HCI STEEL BUILDING SYSTEMS. INC. Surf (ft) (ft) (in) 4 0 0000 17 0000 8 000 50 0000 21 1667 8 000 100 0000 17 0000 8 000 100 0000 0 0000 8 000 (10)SIDEWALL BAY SPACING Sets_Of Bay No Bays Width Bays 2 13 3333 1 25 0000 6 (11)FRAMED OPENINGS No Bay Open Open Open Open Sill Base Set Member Remove Open Id Width Height Offset Type Height Elev Depth Select Panel 1 2 16 0000 12 0000 3 0000 45 0 0000 0 000 0 000 'C "Y' (12)PARTIAL WALLS Set_Of Base Full Bay_Id Wall Bays Type Load Start End Height 0 (13)GIRT DESIGN Girt Flg_Brace Set Set Max Max_Unbr Type Out In Depth Lap Space Length 'ZB' 'C' 'N' 8 000 0 0000 7 3333 10 0000 (14)GIRT LOCATION Set No Girt Loc Girt Location P 1 7 3333 (15)SPECIAL GIRT Sets_Of Bay_Id Girt Girt Girt Girts Start End Height Type Rotate Use 0 (16)WALL PANELS /GUTTERS Wall Gutter Insulation Panel Use Type Width Use Thick 'HHR 26 "E"N' 0 000 'N' 0 000 modify Date Designed By Checked By (17)FACIA /PARAPET Location Edge_Extend No Ext Facia Bay Bay Left Right Ext 8/8/2008 JRS Page 312 Of 446 r F L 0 HCI STEEL BUILDING SYSTEMS. INC. (22)GIRT LAPS Opt Ext Id Type Start (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 Wind Snow Wind Seis Factor Dead Coeff 18 9 1 00 1 00 1 00 1 00 2 50 0 0000 (20)EDGE ZONE Zone Col/ Width Girt Panel Jamb 6 800 1 07 1 23 1 06 (21)WIND PRESSURE /SUCTION Wind Wind Pressure Suction 16 5 -18 2 Girt /Header 20 4 -22 1 Panel 16 5 -18 1 Jamb 28 4 -18 9 Parapet Girt Job No l 4050 modify Customer Clallum Builders Exc Inc I Date 1 8/8/2008 Description) Westport Shipyard Cabinet I Designed Byl JRS Checked Byl End Elev Height (ft) (ft) Mount Data Set 1 Set 2 Set _3 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 4050 Sidewall Design Code STRUCTURAL CODE 8/ 5/08 8 26am Page 313 Of 446 r HCI STEEL BUILDING SYSTEMS. INC. Design Basis WS Hot Rolled Steel AISCO5 Cold Formed Steel NAUSO1 BUILDING CODE Wind Code IBC Year 06 Seismic Zone D GIRT LAYOUT WIND PRESSURE GIRT ANALYSIS Job No 4050 modify Customs-x Clallum Builders Exc Inc Date 1 8/8/2008 Description) Westport Shipyard Cabinet Designed Byl JRS 4050 Sidewall Design Code MODULUS OF ELASTICITY Hot Rolled Steel 29000 (ksi) Cold Formed Steel 29500 (ksi) Checked By 4050 Girt Design Report 8/ 5/08 8 26am GIRT LEVEL 1 SPAN 1 Bay Girt Bay Lap(ft) Girt No Girt Id Size Width Left Right Location Brace Weight 1 8Z25U16 10 83 3 6667 0 29 9 2 8Z25U16 2 63 3 6667 0 7 2 Shear (k) Moment(f-k) 37 1 8/ 5/08 8 26am Page 314 Of 446 Job No 1 4050 Customer I Clallum Builders Exc Inc Description Westport Shipyard Cabinet HCI STEEL BUILDING SYSTEMS. INC. STRENGTH /DEFLECTION UNBRACE LENGTHS WIND SUCTION GIRT ANALYSIS STRENGTH /DEFLECTION modify Date 8/8/2008 Designed By JRS Checked By 4050 Girt Design Report 8/ 5/08 8 26am 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 44 0 00 -0 37 3 48 1 27 2 0 56 0 40 1 27 0 58 1 31 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 44 2 41 0 18 RS 1 27 4 33 0 29 RS 0 12 -0 01 1 44 2 LS 0 56 2 41 0 23 LS 1 27 4 33 0 29 LS 0 14 -0 05 Available Reduction Bay Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In 1 10 8 0 0 0 0 0 0 3 9 3 9 1 00 1 00 1 00 1 00 1 00 1 00 0 70 2 2 6 2 6 2 6 2 6 2 6 2 6 1 00 1 00 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 25 0 50 0 00 0 43 3 62 -1 40 2 -0 62 -0 45 -1 40 -0 64 1 31 0 00 Page 315 Of 446 Job No 1 4050 modify Customer Clallum Builders Exc Inc I Date I Description I Westport Shipyard Cabinet I Designed By NCI STEEL BUILDING SYSTEMS, INC. Checked By 4050 Girt Design Report 8/ 5/08 8 26am 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 50 2 41 0 21 RS -1 40 4 33 0 32 RS 0 15 0 02 1 44 2 LS -0 62 2 41 0 26 LS -1 40 4 33 0 32 LS 0 17 0 06 UNBRACE LENGTHS Available Reduction Bay Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In 1 10 8 6 9 6 9 6 9 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 70 2 2 6 0 0 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 70 4050 Girt Design Report 8/ 5/08 8 26am GIRT LAYOUT GIRT LEVEL 1 SPAN 2 Bay Girt Bay Lap(ft) Girt No Girt Id Size Width Left Right Location Brace Weight 2 8Z25U16 5 63 0 88 3 6667 0 17 9 3 8Z25U16 25 00 0 88 0 88 3 6667 0 73 8 4 8Z25U16 25 00 0 88 0 88 3 6667 0 73 8 5 8Z25U16 25 00 0 88 0 88 3 6667 0 73 8 6 8Z25U16 25 00 0 88 0 88 3 6667 0 73 8 7 8Z25U14 24 67 0 88 3 6667 0 86 6 399 8 8/8/2008 JRS Page 316 Of 446 4050 HCI STEEL BUILDING SYSTEMS. INC. WIND PRESSURE GIRT ANALYSIS Job No 4050 modify Customer I Clallum Builders Exc Inc I Date 8/8/2008 Description Westport Shipyard Cabinet Designed Byl JRS 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 32 -0 61 -0 66 0 00 1 15 2 81 2 21 2 77 3 0 74 0 68 -0 72 -0 78 2 77 2 15 -1 72 12 19 2 59 3 24 4 0 76 0 71 -0 70 -0 75 3 24 2 60 -1 52 12 54 2 54 3 17 5 0 76 0 71 -0 70 -0 75 3 17 2 53 -1 65 12 63 2 34 2 97 6 0 72 0 67 -0 74 -0 79 2 97 2 36 -1 33 11 92 3 18 3 85 7 0 90 0 85 -0 59 3 85 3 08 -2 88 14 91 0 00 STRENGTH /DEFLECTION Span Id 2 RL -0 61 3 RL -0 72 4 LL 0 71 5 LL 0 71 6 RL -0 74 7 LL 0 85 UNBRACE LENGTHS Shear(k) Loc Calc Allow UC Loc Calc Allow 2 41 0 25 RL 2 41 0 30 RL 2 41 0 29 LL 2 41 0 30 LL 2 41 0 31 RL 4 54 0 19 LL Bay Minor Id Major LS LL MS RL RS Moment(f -k) 2 21 4 33 0 51 RL 0 29 2 59 4 33 0 60 RL 0 39 2 60 4 33 0 60 LL 0 39 2 53 4 33 0 58 LL 0 38 3 18 4 33 0 73 RL 0 58 3 08 5 67 0 54 LL 0 32 Cb Checked By LS LL MS RL RS 2 5 6 4 8 4 8 4 8 4 8 0 9 1 00 1 00 1 00 1 67 1 00 3 25 0 0 9 3 8 0 0 4 4 0 9 1 00 1 67 1 00 1 67 1 00 4 25 0 0 9 4 6 0 0 4 5 0 9 1 00 1 67 1 00 1 67 1 00 5 25 0 0 9 4 4 0 0 4 1 0 9 1 00 1 67 1 00 1 67 1 00 6 25 0 0 9 4 4 0 0 5 6 0 9 1 00 1 67 1 00 1 67 1 00 8/ 5/08 8 26am Mom +Shr Deflection(in) UC Loc UC Calc Allow -0 09 0 58 3 33 0 46 3 33 0 54 3 33 -0 33 3 33 0 95 3 29 Available Reduction Factor Out In 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 Page 317 Of 446 HCI STEEL BUILDING SYSTEMS, INC. r 4050 7 24 7 0 9 4 3 0 0 0 0 0 0 1 00 1 67 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 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 2 0 36 0 67 0 73 0 00 -1 26 2 81 -2 44 -3 06 3 -0 81 -0 76 0 80 0 85 -3 06 -2 37 1 90 12 19 -2 85 -3 57 4 -0 84 -0 78 0 77 0 83 -3 57 -2 87 1 68 12 54 -2 80 -3 50 5 -0 84 -0 79 0 77 0 82 -3 50 -2 79 1 83 12 64 -2 57 -3 27 6 -0 79 -0 74 0 82 0 87 -3 27 -2 60 1 45 11 90 -3 53 -4 27 7 -1 00 -0 94 0 68 -4 27 -3 42 3 22 14 72 0 00 STRENGTH /DEFLECTION Span Id 2 RL 0 67 3 RL 0 80 4 LL -0 78 5 LL -0 79 6 RL 0 82 7 LL -0 94 UNBRACE LENGTHS Shear(k) Job No 4050 Customer Clallum Builders Exc Inc Description! Westport Shipyard Cabinet Girt Design Report 2 41 0 28 RL 2 41 0 33 RL 2 41 0 32 LL 2 41 0 33 LL 2 41 0 34 RL 4 54 0 21 MS Bay Minor Id Major LS LL MS RL RS Moment (f -k) Loc Calc Allow UC Loc Calc Allow modify 2 44 4 33 0 56 RL 0 35 -2 85 4 33 0 66 RL 0 48 -2 87 4 33 0 66 LL 0 48 2 79 4 33 0 64 LL 0 46 -3 53 4 33 0 82 RL 0 71 3 22 3 97 0 81 LL 0 40 Date 8/8/2008 Designed By JRS Checked By 8/ 5/08 8 26am Mom +Shr Deflection(in) UC Loc UC Calc Allow 0 10 0 64 3 33 0 50 3 33 0 60 3 33 0 36 3 33 1 06 3 29 Available Reduction Cb Factor LS LL MS RL RS Out In 2 5 6 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 25 0 0 0 0 0 15 1 0 0 0 0 1 00 1 67 1 00 1 67 1 00 1 00 0 70 Page 318 Of 446 Job No 4050 I modify It:11i 1 Customer Clallum Builders Exc Inc Date 1 8/8/2008 Description Westport Shipyard Cabinet Designed By 1 JRS HCI STEEL BUILDING SYSTEMS. INC. Checked By 4050 4 25 0 0 0 5 25 0 0 0 6 25 0 0 0 7 24 7 0 0 4050 GIRT LAYOUT Bay Girt Id Size 1 8Z25U16 10 83 2 8Z25U16 WIND PRESSURE GIRT ANALYSIS Bay Left Id Sup 1 0 21 2 0 73 STRENGTH /DEFLECTION Girt Design Report 0 0 14 2 0 0 0 0 0 0 14 8 0 0 0 0 0 0 13 2 0 0 0 0 0 0 19 4 19 4 19 4 Girt Design Report GIRT LEVEL 2 Bay Lap(ft) Width Left Right 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 67 1 00 1 00 0 70 1 00 1 67 1 00 1 00 1 00 1 00 0 70 SPAN 1 Girt No Girt Location Brace Weight 7 3333 0 29 9 2 63 7 3333 0 7 2 Shear(k) Left Right Right Lap Lap Sup Left Sup -0 52 0 00 0 55 1 67 -0 33 3 12 0 78 1 31 37 1 8/ 5/08 8 26am 8/ 5/08 8 26am Moment (f -k) Left Mid -Span Right Right Lap Mom Loc Lap Sup 1 67 0 00 Page 319 Of 446 r 1 r r HCI STEEL BUILDING SYSTEMS. INC. UNBRACE LENGTHS WIND SUCTION GIRT ANALYSIS STRENGTH /DEFLECTION UNBRACE LENGTHS Job No Customer Description 4050 Clallum Builders Exc Inc Westport Shipyard Cabinet modify Date 1 8/8/2008 Designed By JRS Checked By 4050 Girt Design Report 8/ 5/08 8 26am 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 52 2 41 0 22 RS 1 67 4 33 0 39 RS 0 20 0 00 1 44 2 LS 0 73 2 41 0 30 LS 1 67 4 33 0 39 LS 0 24 -0 08 Available Reduction Bay Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In 1 10 8 0 0 0 0 0 0 4 6 4 6 1 00 1 00 1 00 1 00 1 00 1 00 0 70 2 2 6 2 6 2 6 2 6 2 6 2 6 1 00 1 00 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 25 0 58 0 00 0 39 3 27 -1 85 2 -0 80 -0 61 -1 85 -0 86 1 31 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 58 2 41 0 24 RS -1 85 4 33 0 43 RS 0 24 0 00 1 44 2 LS -0 80 2 41 0 33 LS -1 85 4 33 0 43 LS 0 29 0 09 Page 320 Of 446 NCI STEEL BUILDING SYSTEMS. 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Job No 1 4050 Customer I Clallum Builders Exc Inc Description Westport Shipyard Cabinet 4050 Girt Design Report 8/ 5/08 8 26am Available Reduction Bay Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In 1 10 8 6 1 6 1 6 1 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 70 2 2 6 0 0 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 70 4050 Girt Design Report 8/ 5/08 8 26am GIRT LAYOUT WIND PRESSURE GIRT ANALYSIS GIRT LEVEL 2 SPAN 2 modify Date Bay Girt Bay Lap(ft) Girt No Girt Id Size Width Left Right Location Brace Weight 2 8Z25U16 5 63 0 88 7 3333 0 17 9 3 8Z25U16 25 00 0 88 0 88 7 3333 0 73 8 4 8Z25U16 25 00 0 88 0 88 7 3333 0 73 8 5 8Z25U16 25 00 0 88 0 88 7 3333 0 73 8 6 8Z25U16 25 00 0 88 0 88 7 3333 0 73 8 7 8Z25U14 24 67 0 88 7 3333 0 86 6 Designed Byl JRS Checked Byl 399 8 8/8/2008 Shear (k) Moment (f -k) Bay Left Left Right Right Left Left Mid -Span Right Right Page 321 Of 446 ii I Customer I Clallum Builders Exc Inc I Date 1 8/8/200'8• I Description I Westport Shipyard Cabinet I Designed By JRS NCI STEEL BUILDING SYSTEMS. INC. 4050 Girt Design Report Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 2 -0 39 -0 71 -0 77 0 00 1 37 2 81 2 62 3 27 3 0 83 0 77 -0 79 -0 85 3 27 2 57 -1 85 12 33 2 84 3 56 4 0 84 0 78 -0 78 -0 84 3 56 2 85 -1 71 12 51 2 84 3 55 5 0 85 0 79 -0 77 -0 83 3 55 2 83 -1 84 12 64 2 60 3 30 6 0 80 0 74 -0 82 -0 88 3 30 2 63 -1 48 11 92 3 54 4 29 7 1 00 0 95 -0 66 4 29 3 44 -3 20 14 91 0 00 STRENGTH /DEFLECTION Span Shear(k) Moment(f -k) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 2 RL -0 71 2 41 0 30 RL 3 RL -0 79 2 41 0 33 RL 4 LL 0 78 2 41 0 33 LL 5 LL 0 79 2 41 0 33 LL 6 RL -0 82 2 41 0 34 RL 7 LL 0 95 4 54 0 21 LL UNBRACE LENGTHS Bay Id Major 2 5 6 4 8 4 8 4 8 4 8 0 9 1 00 1 00 1 00 1 67 1 00 3 25 0 0 9 4 0 0 0 4 4 0 9 1 00 1 67 1 00 1 67 1 00 4 25 0 0 9 4 5 0 0 4 5 0 9 1 00 1 67 1 00 1 67 1 00 5 25 0 0 9 4 4 0 0 4 1 0 9 1 00 1 67 1 00 1 67 1 00 6 25 0 0 9 4 4 0 0 5 6 0 9 1 00 1 67 1 00 1 67 1 00 7 24 7 0 9 4 3 0 0 0 0 0 0 1 00 1 67 1 00 1 00 1 00 WIND SUCTION GIRT ANALYSIS Job No 1 4050 I modify Checked By 8/ 5/08 8 26am Mom +Shr Deflection(in) 2 62 4 33 0 61 RL 0 40 -0 17 2 84 4 33 0 66 RL 0 47 -0 61 3 33 2 85 4 33 0 66 LL 0 47 -0 52 3 33 2 83 4 33 0 65 LL 0 47 -0 60 3 33 3 54 4 33 0 82 RL 0 72 -0 37 3 33 3 44 5 67 0 61 LL 0 40 -1 05 3 29 Available Reduction Minor Cb Factor LS LL MS RL RS LS LL MS RL RS Out In 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 Page 322 Of 446 Job No 9 b 0 t71 Customer :Clallum Builders Exc Inc r r Description Westport Shipyard Cabinet HO STEEL BUILDING SYSTEMS. INC. 4050 Girt Design Report modify Date Designed By Checked By 8/8/2008 JRS 8/ 5/08 8 26am 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 43 0 79 0 85 0 00 -1 51 2 81 -2 89 -3 61 3 -0 92 -0 85 0 88 0 94 -3 61 -2 84 2 04 12 33 -3 13 -3 92 4 -0 93 -0 86 0 86 0 93 -3 93 -3 14 1 89 12 51 -3 13 -3 92 5 -0 94 -0 88 0 85 0 92 -3 92 -3 12 2 03 12 65 -2 86 -3 64 6 -0 88 -0 82 0 91 0 97 -3 64 -2 89 1 62 11 90 -3 93 -4 76 7 -1 11 -1 05 0 75 -4 76 -3 81 3 59 14 98 0 00 STRENGTH /DEFLECTION Span Shear(k) Moment(f -k) Id Loc Calc Allow UC Loc Calc Allow 2 RL 0 79 2 41 0 33 RL 3 RL 0 88 2 41 0 36 RL 4 LL -0 86 2 41 0 36 LL 5 LL -0 88 2 41 0 36 LL 6 RL 0 91 2 41 0 38 RL 7 LL -1 05 4 54 0 23 MS UNBRACE LENGTHS 4050 Bay Minor Id Major LS LL MS RL RS 2 5 6 0 0 3 25 0 0 0 4 25 0 0 0 5 25 0 0 0 6 25 0 0 0 7 24 7 0 0 0 0 0 0 0 0 0 0 0 0 14 8 0 0 0 0 0 0 14 2 0 0 0 0 0 0 14 8 0 0 0 0 0 0 13 2 0 0 0 0 0 0 19 4 19 4 19 4 Girt Design Report 2 89 4 33 0 67 RL 0 49 3 13 4 33 0 72 RL 0 58 3 14 4 33 0 73 LL 0 58 3 12 4 33 0 72 LL 0 57 3 93 4 33 0 91 RL 0 88 3 59 3 97 0 90 LL 0 49 Cb LS LL MS RL RS 1 00 1 00 1 00 1 67 1 00 1 00 1 67 1 00 1 67 1 00 1 00 1 67 1 00 1 67 1 00 1 00 1 67 1 00 1 67 1 00 1 00 1 67 1 00 1 67 1 00 1 00 1 67 1 00 1 00 1 00 Mom +Shr Deflection(in) UC Loc UC Calc Allow 0 19 0 67 3 33 0 57 3 33 0 66 3 33 0 40 3 33 1 18 3 29 Available Reduction Factor Out In 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 8/ 5/08 8 26am Page 323 Of 446 r GIRT LAYOUT WIND PRESSURE GIRT ANALYSIS HCI STEEL BUILDING SYSTEMS, INC. STRENGTH /DEFLECTION UNBRACE LENGTHS Job No 4050 Customer Clallum Builders Exc Inc Description Westport Shipyard Cabinet GIRT LEVEL 3 SPAN 1 modify Date Designed By Checked By Bay Girt Bay Lap(ft) Girt No Girt Id Size Width Left Right Location Brace Weight 1 8Z25U16 10 83 11 8333 0 29 9 2 8Z25016 2 63 11 8333 0 7 2 37 1 8/8/2008 JRS 4050 Girt Design Report 8/ 5/08 8 26am 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 54 0 00 -0 48 3 60 1 46 2 0 63 0 48 1 46 0 68 1 31 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 54 2 41 0 22 RS 1 46 4 33 0 34 RS 0 16 -0 02 1 44 2 LS 0 63 2 41 0 26 LS 1 46 4 33 0 34 LS 0 18 -0 05 Page 324 Of 446 HCI STEEL BUILDING SYSTEMS. INC. Job No Customer Description 4050 modify Clallum Builders Exc Inc Date 1 8/8/2008 Westport Shipyard Cabinet Designed Byl JRS Checked By 4050 Girt Design Report 8/ 5/08 8 26am Available Reduction Bay Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In 1 10 8 0 0 0 0 0 0 3 6 3 6 1 00 1 00 1 00 1 00 1 00 1 00 0 70 2 2 6 2 6 2 6 2 6 2 6 2 6 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 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 -0 31 0 60 0 00 0 56 3 73 -1 62 2 -0 70 -0 54 -1 62 -0 76 1 31 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 60 2 41 0 25 RS -1 62 4 33 0 37 RS 0 20 0 03 1 44 2 LS -0 70 2 41 0 29 LS -1 62 4 33 0 37 LS 0 22 0 06 UNBRACE LENGTHS Available Reduction Bay Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In 1 10 8 7 2 7 2 7 2 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 70 2 2 6 0 0 0 0 0 0 0 0 0 0 1 00 1 00 1 00 1 00 1 00 1 00 0 70 Page 325 Of 446 HCI STEEL BUILDING SYSTEMS. INC. 4050 Girt Design Report 8/ 5/08 8 26am GIRT LAYOUT Bay Girt Bay Lap(ft) Girt No Girt Id Size Width Left Right Location Brace Weight 2 8Z25U16 5 63 0 88 11 8333 0 17 9 3 8Z25U16 25 00 0 88 0 88 11 8333 0 73 8 4 8Z25U16 25 00 0 88 0 88 11 8333 0 73 8 5 8Z25U16 25 00 0 88 0 88 11 8333 0 73 8 6 8Z25U14 25 00 0 88 0 88 11 8333 0 90 7 7 8Z25U14 24 67 0 88 11 8333 0 86 6 WIND PRESSURE GIRT ANALYSIS Job No 4050 modify Customer Clallum Builders Exc Inc I Date 8/8/2008 Description Westport Shipyard Cabinet I Designed Byl JRS Checked By GIRT LEVEL 3 SPAN 2 416 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 2 -0 38 -0 64 -0 69 0 00 1 28 2 81 2 41 2 99 3 0 88 0 82 -0 91 -0 97 2 99 2 25 -2 27 11 91 3 26 4 09 4 0 94 0 87 -0 85 -0 92 4 09 3 29 -1 83 12 62 3 09 3 86 5 0 94 0 87 -0 86 -0 92 3 86 3 07 -2 04 12 61 2 89 3 66 6 0 88 0 82 -0 91 -0 97 3 66 2 92 -1 58 11 89 3 98 4 80 7 1 11 1 05 -0 72 4 80 3 86 -3 50 14 96 0 00 Page 326 Of 446 Page 327 Of 446 hi 1 Job No 1 4050 modify Customer I Clallum Builders Exc Inc I Date 8/8/2008 Description Westport Shipyard Cabinet Designed By JRS HCI STEEL BUILDING SYSTEMS. 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Checked By 4050 STRENGTH /DEFLECTION Span Id 2 3 4 5 6 7 UNBRACE LENGTHS Bay Minor WIND SUCTION GIRT ANALYSIS Bay Id 2 0 42 3 -0 98 -0 90 4 -1 03 -0 96 5 -1 03 -0 96 6 -0 97 -0 90 Shear(k) Girt Design Report RL -0 64 2 41 0 27 RL RL -0 91 2 41 0 38 RL LL 0 87 2 41 0 36 LL LL 0 87 2 41 0 36 LL RL -0 91 4 54 0 20 RL LL 1 05 4 54 0 23 LL Shear(k) Left Left Right Right Sup Lap Lap Sup Moment (f -k) Loc Calc Allow UC Loc Calc Allow UC Loc UC 2 41 4 33 0 56 RL 0 34 3 26 4 33 0 75 RL 0 62 3 29 4 33 0 76 LL 0 63 3 07 4 33 0 71 LL 0 56 3 98 5 67 0 70 RL 0 52 3 86 5 67 0 68 LL 0 50 Cb Id Major LS LL MS RL RS LS LL MS RL RS 2 5 6 4 8 4 8 4 8 4 8 0 9 1 00 1 00 1 00 1 67 1 00 3 25 0 0 9 3 2 0 0 4 4 0 9 1 00 1 67 1 00 1 67 1 00 4 25 0 0 9 4 7 0 0 4 5 0 9 1 00 1 67 1 00 1 67 1 00 5 25 0 0 9 4 3 0 0 4 1 0 9 1 00 1 67 1 00 1 67 1 00 6 25 0 0 9 4 5 0 0 5 7 0 9 1 00 1 67 1 00 1 67 1 00 7 24 7 0 9 4 4 0 0 0 0 0 0 1 00 1 67 1 00 1 00 1 00 8/ 5/08 8 26am Mom +Shr Deflection(in) Calc Allow 0 05 0 81 3 33 -0 54 3 33 -0 67 3 33 0 31 3 33 1 14 3 29 Available Reduction Factor Out In 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 Moment (f -k) Left Left Mid -Span Right Right Sup Lap Mom Loc Lap Sup 0 70 0 76 0 00 -1 41 2 81 -2 66 -3 30 1 00 1 07 -3 30 -2 48 2 51 11 91 -3 60 -4 51 0 94 1 01 -4 51 -3 63 2 01 12 62 -3 41 -4 26 0 94 1 01 -4 26 -3 39 2 25 12 61 -3 18 -4 03 1 00 1 08 -4 03 -3 21 1 74 11 87 -4 42 -5 33 I L Customer Clallum Builders Exc Inc I Date Description Westport Shipyard Cabinet Designed By HCI STEEL BUILDING SYSTEMS, INC. Checked By 4050 7 -1 23 -1 16 STRENGTH /DEFLECTION Span Shear(k) Id Loc Calc Allow 2 RL 0 70 3 RL 1 00 4 LL -0 96 5 LL -0 96 6 RL 1 00 7 LL -1 16 UNBRACE LENGTHS 4050 2 5 6 0 0 3 25 0 0 0 4 25 0 0 0 5 25 0 0 0 6 25 0 0 0 7 24 7 0 0 GIRT LAYOUT Job No 4050 modify Girt Design Report 2 41 0 29 RL 2 41 0 41 RL 2 41 0 40 LL 2 41 0 40 LL 4 54 0 22 RL 4 54 0 26 MS 0 83 -5 33 -4 28 3 92 15 02 Moment (f -k) UC Loc Calc Allow Bay Minor Id Major LS LL MS RL RS 0 0 0 0 0 0 0 0 0 0 15 7 0 0 0 0 0 0 14 0 0 0 0 0 0 0 14 8 0 0 0 0 0 0 13 0 0 0 0 0 0 0 19 4 19 4 19 4 Girt Design Report GIRT LEVEL 4 SPAN 1 Cb LS LL MS RL RS 1 00 1 00 1 00 1 67 1 00 1 00 1 67 1 00 1 67 1 00 1 00 1 67 1 00 1 67 1 00 1 00 1 67 1 00 1 67 1 00 1 00 1 67 1 00 1 67 1 00 1 00 1 67 1 00 1 00 1 00 8/8/2008 JRS 8/ 5/08 8 26am 0 00 Mom +Shr Deflection(in) UC Loc UC Calc Allow -2 66 4 33 0 61 RL 0 41 -0 06 -3 60 4 33 0 83 RL 0 76 0 89 3 33 3 63 4 33 0 84 LL 0 77 0 59 3 33 3 39 4 33 0 78 LL 0 68 0 74 3 33 4 42 5 67 0 78 RL 0 64 0 33 3 33 3 92 3 97 0 99 LL 0 62 1 28 3 29 Available Reduction Factor Out In 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 1 00 0 70 8/ 5/08 8 26am Page 328 Of 446 r Customer I Clallum Builders Exc Inc ili IDescriptionl Westport Shipyard Cabinet HCI STEEL BUILDING SYSTEMS. 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Job No 4050 modify 4050 Girt Design Report 8/ 5/08 8 26am Bay Girt Bay Lap(ft) Girt No Girt Id Size Width Left Right Location Brace Weight 2 8Z25U12 25 00 14 0000 0 119 8 WIND PRESSURE GIRT ANALYSIS STRENGTH /DEFLECTION UNBRACE LENGTHS WIND SUCTION Date 1 8/8/2008 Designed By JRS Checked By 119 8 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 92 -0 91 0 00 -5 11 14 46 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 2 LS 0 92 11 71 0 08 MS -5 11 8 84 0 58 LL 0 18 -1 59 3 33 Available Reduction Bay Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In 2 25 0 3 0 0 0 0 0 0 0 6 0 1 00 1 00 I 00 1 00 1 00 1 00 0 65 Page 329 Of 446 HCI STEEL BUILDING SYSTEMS, INC. 4050 Girt Design Report 8/ 5/08 8 26am 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 -1 01 1 01 0 00 5 62 14 46 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 LS -1 01 11 71 0 09 MS 5 62 5 74 0 98 LL 0 22 1 75 3 33 UNBRACE LENGTHS Available Reduction Bay Minor Cb Factor Id Major LS LL MS RL RS LS LL MS RL RS Out In 2 25 0 3 0 16 0 16 0 16 0 6 0 1 00 1 00 1 00 1 00 1 00 1 00 0 65 4050 Sidewall Jamb /Header Summary JAMB /HEADER LAYOUT Bay Member Member Member Member Id Id Size Length Weight 2 Jamb -L 8C25E16 14 00 38 6 2 Jamb -R 8C25E16 14 00 38 6 2 Header 8C25E16 16 00 44 2 STRENGTH /DEFLECTION Job No Customer Description 4050 modify Clallum Builders Exc Inc Date Westport Shipyard Cabinet Designed By Checked By 8/8/2008 JRS 8/ 5/08 8 26am Page 330 Of 446 r r L HCI STEEL BUILDING SYSTEMS, INC. 4050 Sidewall Jamb /Header Summary Bay Member Id Id 4050 2 Jamb -L Jamb -R Header PANEL DATA Bay Part 1 HHR 26 Ld Id WP WS WP WS WP WS MOMENTS DEFLECTION Span Span Id (ft) 1 3 67 2 3 67 3 4 50 4 4 50 4050 LD Id WP WS WP WS WP WS WP WS Job No 1 4050 Customer I Clallum Builders Exc Inc Description Westport Shipyard Cabinet Shear(k) Calc Vn /sf UC 0 29 0 32 0 44 0 48 -0 13 0 15 2 41 0 12 2 41 0 13 2 41 0 18 2 41 0 20 2 41 0 05 2 41 0 06 Wall Panel Report Type Gage Yield HR 26 00 50 0 Moment(ft- lb /ft) Support Midspan Calc Mn /sf UC Calc Mn /sf 28 0 114 8 0 24 37 3 104 1 0 36 28 0 114 8 0 24 37 3 104 1 0 36 45 4 114 8 0 40 60 5 104 1 0 58 45 4 114 8 0 40 60 5 104 1 0 58 Weight Summary 21 28 -7 10 -16 22 31 41 Moment(f -k) Mom+ Deflect(in) Calc Mn /sf UC Shear Calc Allow 0 17 4 19 0 04 0 01 -0 05 1 87 0 18 4 10 0 05 0 01 0 05 1 87 0 87 4 19 0 21 0 05 -0 17 1 87 0 95 4 10 0 23 0 06 0 18 1 87 0 53 4 19 0 13 0 00 -0 11 2 13 0 58 2 72 0 21 0 00 0 12 2 13 UC 7 104 1 0 21 9 114 8 0 25 8 104 1 0 07 3 114 8 0 09 9 104 1 0 16 6 114 8 0 20 4 104 1 0 30 9 114 8 0 36 Designed Byl JRS Checked By Deflect(in) Calc Allow UC -0 04 0 05 0 00 0 01 -0 03 0 04 -0 08 0 10 modify Date 8/8/2008 8/ 5/08 8 26am 8/ 5/08 8 26am 0 73 0 73 0 73 0 73 0 90 0 90 0 90 0 90 0 05 0 07 0 01 0 01 0 03 0 04 0 08 0 11 8/ 5/08 8 26am Page 331 Of 446 r r HCI STEEL BUILDING SYSTEMS, INC. Job No 4050 modify Customer Clallum Builders Exc Inc Date Description Westport Shipyard Cabinet Designed By Checked By 4050 Weight Summary 8/ 5/08 8 26am Girts 1447 58 Frame Openings 121 44 1569 02 4050 Sidewall Design Warning Report No Warnings 8/8/2008 JRS 8/ 5/08 8 26am Page 332 Of 446 r r HCI STEEL BUILDING SYSTEMS. INC. Customer Clallum Builders Exc Inc Date l 8/8/2008 Description Westport Shipyard Cabinet Designed Byl JRS Checked By *4050 Endwall Design Input 8/ 5/08 8 27am 1)JOBID '4050' 2)PROGRAM OPTIONS EW Run Run Run Run No Lap Id Col /Raf Girt Brace Panel Cycle Stiff 'L' 'Y' 'N' 'N' 'N' 4 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 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' 8)BUILDING TYPE Build Build Build Expand_EW Type Width Length Use Offset Job No 4050 modify Page 333 Of 446 r f►� ..y NCI STEEL BUILDING SYSTEMS. INC. 9)SURFACE SHAPE No X_Coord Y_Coord Offset Surf (ft) (ft) (in) 4 0 0000 17 0000 8 000 50 0000 21 1667 11 000 100 0000 17 0000 11 000 100 0000 0 0000 8 000 0 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 Job No 4050 modify 'FF 100 0000 163 3333 'Y 30 00 (10)BAY SPACING *No Roof Roof Frame Sets_Of Bay No Bay Bay Recess Bays Width Bays 7 13 3333 0 3333 1 100 0000 1 Checked By Ili Customer) Clallum Builders Exc Inc l Date l 8/8/2008 Description Westport Shipyard Cabinet I Designed Byl JRS (11)FRAMED OPENINGS No Bay Open Open Open Open Sill Base Set Member Remove Open Id Width Height Offset Type Height Elev Depth Select Panel (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 (13)WIDE OPENING AND STRUT FRAMING -Open- Door Jamb Stub Head Back_Brace Strut -Header Deflection *No Id Type FlgWid FlgThk Type Type Type Loc Type Type Max Spc Horz Vert (16)COLUMNS Left_Corner Right_Corner Int_Facia Int_No_Facia Max_UnBr Base Type Rot Depth Type Rot Depth Type Depth Type Depth Same Length Elev Page 334 Of 446 El HCI STEEL BUILDING SYSTEMS. INC. 'R' 0 00 (19)RAFTER SIZE No Surf Rafter Rafter Id Size 2 2 3 (22)GIRT LOCATION Set No Girt Loc Girt Location Y 0 Job No (17)COLUMN SIZE ELEVATION No Column Base Column Size Elev 2 0 000 0 000 (18)RAFTERS Rafter Set Rafter Flange Select Depth Same Brace 'R 0 000 Y Y 4050 (20)RAFTER SPLICES Surf No Splice Splice Id Splice Loc Type 2 0 3 1 0 0000 'M Customer I Clallum Builders Exc Inc Description Westport Shipyard Cabinet (in) (in) 'R' 0 00 'R 0 00 'R (21)GIRT DESIGN *Girt Flg_Brace Set Set Max Girt_To One_Girt Max_Unbr *Type Out In Offset Project Depth Lap Space Rafter Depth /Bay Length 'ZF' 'C' 'N' 0 000 0 000 0 000 0 0000 7 3333 'N' Y 10 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 Id Ext Purlin Space Space Space No modify Date 8/8/2008 Designed By! JRS Checked By (in) Dep (ft) (in) 0 00 'N' 83 333 0 000 Page 335 Of 446 1 r L HCI STEEL BUILDING SYSTEMS. INC. 2 0 000 10 1 000 0 3 0 000 10 1 000 0 (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)PORTAL FRAME 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 No *Attach Id Start End Level 0 (31)EAVE EXTENSION (32)CANOPY Job No 4050 Ili Customer Clallum Builders Exc Inc Description Westport Shipyard Cabinet Level Height modify Date 1 8/8/2008 Designed By Checked By *Wall No Ext Bay_Id Edge_Extend- Ext *Id Ext Id Start End Height Width Slope Left Right Mount 2 0 4 0 *Wall No Ext Bay Edge_Extend- Ext *Id Ext Id Start End Height Width Slope Left Right Mount JRS Page 336 Of 446 1 r L HCI STEEL BUILDING SYSTEMS. INC. 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) 1 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 Job No 4050 modify Customer Clallum Builders Exc Inc Date 1 8/8/2008 Description Westport Shipyard Cabinet Designed Byl JRS Checked By *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 Deflection Wind Dead Collat Live Snow Basic Load Ratio Load Load Load Load Load Wind Snow Wind Seis Factor 2 5 8 0 20 0 25 0 18 9 1 00 1 00 1 00 1 00 (38)EDGE ZONE Zone Col/ Width Girt Panel Jamb 6 800 1 07 1 23 1 07 (39)BASIC LOADS AT EAVE *Seis Seis Seis Torsion_Forces *Dead Girt Load BWind Seismic Page 337 Of 446 r r HCI STEEL BUILDING SYSTEMS, INC. 0 5 0 0000 0 69 0 00 (40)WIND PRESSURE /SUCTION Wind Press 16 5 16 5 16 5 20 4 28 4 28 4 Wind Suct 18 2 18 2 18 1 22 1 18 9 18 9 (41)WIND COEFFICIENTS Surf Rafter_Wind_1 Id Left Right 1 0 00 0 00 2 -1 25 -0 71 3 -0 71 -1 25 4 0 00 0 00 (42)COLUMN DESIGN LOADS *Load *No Id Dead Coll Live Snow 20 1 1 00 1 00 1 00 0 00 2 1 00 1 00 0 00 1 00 3 1 00 1 00 0 75 0 00 4 1 00 1 00 0 75 0 00 5 1 00 1 00 0 75 0 00 6 1 00 1 00 0 00 0 75 7 1 00 1 00 0 00 0 75 8 1 00 1 00 0 00 0 75 9 0 60 0 00 0 00 0 00 10 0 60 0 00 0 00 0 00 11 1 20 1 20 0 00 0 00 12 1 20 1 20 0 00 0 00 13 1 15 1 15 0 75 0 00 14 1 15 1 15 0 75 0 00 15 1 15 1 15 0 00 0 75 16 1 15 1 15 0 00 0 75 17 0 40 0 00 0 00 0 00 18 0 40 0 00 0 00 0 00 19 1 00 1 00 0 00 0 00 20 1 00 1 00 0 00 0 00 Job No 4050 modify Customer I Clallum Builders Exc Inc I Date 1 8/8/2008 Description Westport Shipyard Cabinet Designed ByI JRS Checked By 0 00 Column Girt /Header Jamb Panel Parapet Girt Transv Bracing, Facia /Parapet Rafter_Wind_2 Left Right 0 00 0 00 -0 89 -0 35 -0 35 -0 89 0 00 0 00 Bracing Wind Left Right 0 43 -0 62 1 25 -0 71 0 71 -1 25 0 62 0 43 Rafter_Wind Brace_Wind Left Right Left Right 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 75 0 00 0 75 0 00 0 00 0 75 0 00 0 75 0 00 0 00 0 00 0 00 0 75 0 00 0 75 0 00 0 00 0 75 0 00 0 75 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 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 0 00 0 00 0 00 0 00 Long Surface Wind Friction 0 00 0 00 -1 25 0 00 -1 25 0 00 0 00 0 00 Long Column_Wind Wind Press Suct Seis 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 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 75 0 00 1 00 1 00 0 00 0 00 1 00 0 00 1 00 0 00 0 00 0 00 0 00 1 00 0 00 0 00 0 00 -1 00 0 00 0 00 0 00 0 52 0 00 0 00 0 00 -0 52 0 00 0 00 0 00 0 52 0 00 0 00 0 00 -0 52 0 00 0 00 0 00 1 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 Page 338 Of 446 Aux_Load Id Coef 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 1 1 00 2 1 00 Description Westport Shipyard Cabinet 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 *(44)RAFTER DESIGN LOADS *Load Rafter _Wind 1 Rafter_Wind_2 Long Aux_Load *No Id Dead Collat Live Snow Left Right Left Right Wind Seis Id Coef 17 1 1 00 1 00 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 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 0 00 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 5 0 60 0 00 0 00 0 00 0 00 0 00 1 00 0 00 0 00 0 00 0 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 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 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 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 14 0 60 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 70 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 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 *(45)RAFTER DESIGN LOADS Deflection *Load Rafter_Wind_1 Rafter_Wind_2 Long Aux Load *No Id Dead Collat Live Snow Left Right Left Right Wind Seis Id Coef 0 *(46)BRACING DESIGN LOADS *Load *No Id Dead Coll Live Snow 4 1 0 00 0 00 0 00 0 00 2 0 00 0 00 0 00 0 00 3 0 00 0 00 0 00 0 00 4 0 00 0 00 0 00 0 00 Job No 4050 modify Customer Clallum Builders Exc Inc Date 8/8/2008 Rafter_Wind Brace_Wind Left Right Left Right 0 00 0 00 1 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 Designed Byl JRS Checked Byl Page 339 Of 446 Long Column_Wind Aux Load Wind Press Suct Seis Id Coef 0 00 0 00 0 00 0 00 0 0 00 0 00 0 00 0 00 0 00 0 0 00 0 00 0 00 0 00 0 70 0 0 00 0 00 0 00 0 00 -0 70 0 0 00 L HCI STEEL BUILDING SYSTEMS. INC. (47)AUXILIARY LOADS No Aux Aux No _Add Add_Load Aux Id Name Combs Id Coef 2 1 'ElUNB SL 1' 3 1 0 30 2 1 00 3 0 42 (48)ADDITIONAL LOADS (49)GIRT LAPS Code file used was EW IBC 06 Version 3 0 Job No 4050 modify Customer! Clallum Builders Exc Inc I Date 8/8/2008 Description! Westport Shipyard Cabinet Designed By JRS Checked By 2 'ElUNB SL 2' 3 2 0 30 1 1 00 4 0 42 No Add Surf Basic Load FX FY Mom X Y Conc Add Id Id Load Type W1 W2 Co DL1 DL2 Unif 4 1 2 "D -0 036 -0 036 0 08 0 00 50 17 2 3 "D -0 036 -0 036 -0 08 0 00 50 17 3 3 "D -0 036 -0 036 -0 08 0 00 20 39 4 2 "D -0 036 -0 036 0 08 29 79 50 17 Data Set _l Set _2 Set _3 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 Page 340 Of 446 F 1 r L d HCI STEEL BUILDING SYSTEMS, INC. Job No 4050 Endwall Design Code 8/ 5/08 8 27am STRUCTURAL CODE Design Basis WS Hot Rolled Steel AISCO5 Cold Formed Steel NAUS01 BUILDING CODE Wind Code IBC Year 06 Seismic Zone D MEMBER SIZES Member Member Member Id Locate Size Col -1 0 7 Col -2 99 3 STRESS RATIO 4050 Customer I Clallum Builders Exc Inc Description Westport Shipyard Cabinet MODULUS OF ELASTICITY Hot Rolled Steel 29000 (ksi) Cold Formed Steel 29500 (ksi) 4050 Column Rafter Design Web_Size Flange_Size- Member Member Depth Thick Width Thick Length Weight Mem Load Id Id Axial Shear Moment Axl +Mom Shr +Mom Max_UC COLUMN REACTIONS Mem Load Reaction(k) modify Date 8/8/2008 Designed By JRS Checked By 8/ 5/08 8 27am Total= 286 79 Page 341 Of 446 Job No t 7 r 11111i 1 Customer (Description HCI STEEL BUILDING SYSTEMS. INC. 4050 Column Rafter Design Id Id Horz(OP) Vert Horz(IP) COLUMN MEMBER DEFLECTIONS Mem Load Deflection(in) Id Id Calc Allow 4050 Column Flange Brace Report COLUMN FLANGE BRACES Mem Column Brace_At Id Side Part Girt Id 4050 Column Actions Unbraced Lengths LOAD COMBINATION 1 DL +CL +LL LOAD COMBINATION 2 DL +CL +SL 4050 modify Clallum Builders Exc Inc Date 1 8/8/2008 Westport Shipyard Cabinet Designed ByI JRS Checked By 8/ 5/08 8 27am 8/ 5/08 8 27am 8/ 5/08 8 27am 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 Col Base Axial Shear Moment Axial Axial Bend Max Id Offset k k f -k ft ft ft KL /r Page 342 Of 446 Job No 1 4050 modify 111 1 Customer I Clallum Builders Exc Inc Date 1 8/8/2008 Description Westport Shipyard Cabinet Designed By JRS HCI STEEL BUILDING SYSTEMS, INC. I Checked By 4050 Column Actions Unbraced Lengths LOAD COMBINATION 3 DL +CL +0 75LL +0 75WL1 +0 75WL2 LOAD COMBINATION 4 DL +CL +0 75LL +0 75WR1 +0 75WR2 LOAD COMBINATION 5 DL +CL +0 75LL +0 75WS LOAD COMBINATION 6 DL +CL +0 75SL +0 75WL1 +0 75WL2 LOAD COMBINATION 7 DL +CL +0 75SL +0 75WR1 +0 75WR2 8/ 5/08 8 27am 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 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 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 Col Base Axial Shear Moment Axial Axial Bend Max Id Offset k k f -k ft ft ft KL /r Unbraced Length Page 343 Of 446 r -°mL Ili HCI STEEL BUILDING SYSTEMS. INC. 4050 Column Actions Unbraced Lengths Actions Major Minor Minor Col Base Axial Shear Moment Axial Axial Bend Max Id Offset k k f -k ft ft ft KL /r LOAD COMBINATION 8 DL +CL +0 75SL +0 75WS 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 LOAD COMBINATION 9 0 6DL +WP +LW1 Job No I 4050 Customer I Clallum Builders Exc Inc Description Westport Shipyard Cabinet 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 LOAD COMBINATION #10 0 6DL +WS +LW1 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 LOAD COMBINATION #11 1 2DL +1 2CL +Seis 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 LOAD COMBINATION #12 1 2DL +1 2CL -1 OSeis modify Date 1 8/8/2008 Designed Byl IRS Checked By 8/ 5/08 8 27am Page 344 Of 446 HCI STEEL BUILDING SYSTEMS. INC. Job No Customer Description 4050 Clallum Builders Exc Inc Westport Shipyard Cabinet 4050 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 LOAD COMBINATION #13 1 15DL +1 15CL +0 75LL +0 52Seis 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 LOAD COMBINATION #14 1 15DL +1 15CL +0 75LL -0 52Seis 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 LOAD COMBINATION #15 1 15DL +1 15CL +0 75SL +0 52Seis 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 LOAD COMBINATION #16 1 15DL +1 15CL +0 75SL -0 52Seis modify Date Designed By Checked By 8/8/2008 JRS 8/ 5/08 8 27am --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 345 Of 446 HCI STEEL BUILDING SYSTEMS. INC. Job No Customer Description 4050 Column Actions Unbraced Lengths LOAD COMBINATION #17 0 4DL +Seis 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 LOAD COMBINATION #18 0 4DL -1 OSeis 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 LOAD COMBINATION #19 DL +CL +AUX1 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 LOAD COMBINATION #20 DL +CL +AUX2 4050 Clallum Builders Exc Inc Westport Shipyard Cabinet 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 4050 Base Plate Anchor Bolt Design modify Date l 8/8/2008 Designed Byl JRS Checked By 8/ 5/08 8 27am 8/ 5/08 8 27am Page 346 Of 446 Job No 4050 modify Customer Clallum Builders Exc Inc Date 8/8/2008 Description Westport Shipyard Cabinet Designed By JRS HCI STEEL BUILDING SYSTEMS. INC. Checked By 4050 Base Plate Anchor Bolt Design Column Base Max_Reactions(k) Plate_Size(in) Bolts(A307) Id Depth Comp Tens Shear Width Length Thick Row Diam Gage 4050 Screw Report 8/ 5/08 8 27am BASE SCREW CHECK 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 0 000 9 90 4050 Endwall Design Warning Report No Warnings 4050 Endwall Weight Summary FORCED SPACING Total Column Weight Total Rafter Weight Total Girt Weight Total Door Jamb Weight Total Bracing Weight Total Clips Weight 0 00 0 00 0 00 0 00 0 00 0 00 Total Endwall Weight 0 00 8/ 5/08 8 27am 8/ 5/08 8 27am 8/ 5/08 8 27am Page 347 Of 446 r L 1)JOBID '4050 NCI STEEL BUILDING SYSTEMS. INC. Job No Customer 4050 Description Westport Shipyard Cabinet *4050 Rigid Frame Design Input 8/ 4/08 1 34pm 2)PROGRAM OPTIONS *Frame Frame Stress Frame No End_Conn Splice Id Type Space Space Cycle Lt Rt Fix Option Option_Id 1 'BME' 5 00 8 00 7 1 00 3)ANALYSIS OPTIONS *Plate Depth Frame Column_Dep_Opt(in) Rafter_Dep_Opt(in) Web_Stiffener P_Delta Opt Opt Sym Type Min Max Type Min Max Use Ratio Side 'Y' '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 'NAUS01 'AISCO5' 'IBC "06"D '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 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 50 0 100 0 60 00 9)SURFACE SHAPE No X_Coord Y_Coord Offset Clallum Builders Exc Inc modify Date l 8/8/2008 Designed Byl JRS Checked By 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' Page 348 Of 446 HCI STEEL BUILDING SYSTEMS. INC. Surf (ft) 4 0 0000 50 0000 100 0000 100 0000 (ft) 17 0000 21 1667 17 0000 0 0000 (10)MEMBER DEPTHS Surf Depth(in) No Id Start End Dep 2 24 000 24 000 3 3 24 000 24 000 (11)MEMBER SPLICES Surf No Splice Splice Id Splice Loc(ft) Type 2 0 3 1 0 0000 -EE' (12)SEGMENT PLATES *No Surf Mem Seg *Seg Id Id Id 8 2 1 1 2 2 2 2 3 3 2 4 4 3 5 5 3 6 6 3 7 7 3 8 8 Job No 1 4050 Customer I Clallum Builders Exc Inc Description Westport Shipyard Cabinet (in) 0 000 11 000 11 000 0 000 Interior_ Depths Loc (ft) Depth(in) 1 5040 24 000 10 0969 24 000 40 0969 24 000 3 10 1458 24 000 30 1458 24 000 38 6346 24 000 Seg Member Flange Plate Len(ft) Part Width(in) Web 0 0000 6 0000 0 2500 0 0000 6 0000 0 1345 0 0000 6 0000 0 1345 0 0000 6 0000 0 1345 0 0000 6 0000 0 1345 0 0000 6 0000 0 1345 0 0000 6 0000 0 1345 0 0000 6 0000 0 1345 modify Date 8/8/2008 Designed By JRS Checked By Thickness(in) OS Fig IS_Flg 0 3750 1 0000 0 2500 1 0000 0 2500 0 2500 0 2500 0 2500 0 2500 0 2500 0 2500 0 2500 0 2500 1 0000 0 2500 1 0000 (13)INTERIOR COLUMNS No Col Col Col Col Connection Rafter Unbrace_Length Col Col Col Id Type Rot Loc Bot Top Opt Major Minor Set Size 2 1 'W' 'N' 1 6667 'P "FE"-' 14 717 5 000 'Y' 'B2408104' 2 'W' 'N' 88 3333 'P "FE"-' 15 550 5 000 'Y' 'B2408104' (14)TAPERED INTERIOR COLUMNS *Col Col Depth No Start Web Web Flg OS_Flg IS_Flg Id Shape Min Max Mem Locate Start End Thick Width Thick Thick Page 349 Of 446 HCI STEEL BUILDING SYSTEMS. INC. (15)BASE ELEVATION /WALL OPTIONS *Base Base Frame Open Id Elev Space Height 3 0 00 8 00 0 0000 4 0 00 8 00 0 0000 (16)BASE DISPLACEMENT *Base Displace Spring Id Opt Dir (in) (k /in) 0 0 000 0 000 Job No 4050 modify Customer) Clallum Builders Exc Inc I Date 8/8/2008 Description) Westport Shipyard Cabinet Designed By JRS Interior Column 1 Interior Column 2 Checked By (17)WALL GIRTS *Surf Girt Girt Girt Girt Girt Bay No Id Type Size Depth Project Lap Id Girt Location(ft) (18)ROOF PURLINS *Surf Purl Purl Purl Purl Purl No Peak Id Type Size Depth Project Lap Purlin Space 2 'ZB' '11Z25U14' 11 00 0 00 2 875 10 1 000 3 'ZB' '11Z25U14' 11 00 0 00 2 875 10 1 000 (19)FLANGE BRACES Surf No Flange_Brace_At Id Brace Girt /Purlin_Number 2 10 1 2 3 4 5 3 10 1 2 3 4 5 (20)SIDEWALL EXTENSIONS *Surf No Ext Attach_Beam Id Ext Id Type Elev Width Slope 1 0 4 0 (21)EXTENSION LOADS *Ext Dead Collat Live *Id psf psf psf (22)BASIC LOADS Dead Live Snow Collat psf psf psf psf 2 50 20 00 25 00 8 00 (23)BASIC LOADS AT EAVE Seismic Weak Axis L Snow psf 6 7 8 9 10 6 7 8 9 10 0 Facia /Parapet Load Elev Height Slope Width Windl_Coeff Wind2_Coeff Long_Windl Fac /Par_Wind Left Right Left Right Left Right Left Right Basic Deflection Wind Load Ratio Temperature psf Snow Wind Seis Change 18 93 1 00 1 00 1 00 0 0 Set_Of Set_Space- Space Space No 0 Weak Axis R Torsion -EW Brace Page 350 Of 446 Customer Clallum Builders Exc Inc I Date 1 8/8/2008 1 Description 1 Westport Shipyard Cabinet I Designed By j HCI STEEL BUILDING SYSTEMS. INC. Load SpcEP Wind Seis Wind k k k k k 2 11 4 86 0 00 0 00 0 00 (24)WIND COEFFICIENTS Surf -Wind 1 -Wind 2 Id Left Right Left Right 2 -1 17 -0 68 -0 81 -0 32 3 -0 68 -1 17 -0 32 -0 81 (25)LONGITUDINAL BRACING LOADS -Wind Seismic Horz Vert Horz Vert 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 (26)DESIGN LOADS *Load *No Id Dead Coll 36 1 1 00 1 00 1 00 2 1 00 1 00 1 00 3 1 00 1 00 0 00 4 1 00 1 00 0 00 5 1 00 0 00 0 00 6 1 00 0 00 0 00 7 1 00 1 00 0 75 8 1 00 1 00 0 75 9 1 00 1 00 0 75 10 1 00 1 00 0 75 11 1 00 1 00 0 00 12 1 00 1 00 0 00 13 1 00 1 00 0 00 14 1 00 1 00 0 00 15 0 60 0 00 0 00 16 0 60 0 00 0 00 17 0 60 0 00 0 00 18 0 60 0 00 0 00 19 0 60 0 00 0 00 20 0 60 0 00 0 00 21 0 60 0 00 0 00 22 0 60 0 00 0 00 23 1 14 1 14 0 00 Job No 4050 I modify Seis Wind k k 0 00 0 00 Long_Wind _1 Surface Lt Rt Friction 1 17 -0 68 0 00 0 68 -1 17 0 00 Left Column Right Column Int Column 1 Int Column 2 Load Coefficients Checked By Seis Wind Seis k k k 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 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 1 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 1 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 0 0 00 0 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 0 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 75 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 75 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 0 75 0 00 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 0 75 0 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 00 0 0 00 0 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 0 00 0 00 0 00 0 00 -1 00 0 00 0 00 0 00 0 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 00 0 00 0 0 00 0 00 0 00 0 00 0 00 0 00 -1 00 0 00 0 00 0 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 70 0 Page 351 Of 446 Wind_1 Wind_2- Long_Wind Seismic Aux_Load Live Snow Lt Rt Lt Rt Lt Rt Long Tran Id Coeff 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 I L NCI STEEL BUILDING SYSTEMS, INC. 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 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 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 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 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 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 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 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 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 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 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 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 5 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 6 *(27)DESIGN LOADS *Load *No Id Dead Coll 16 37 1 00 1 00 38 1 00 1 00 39 1 00 1 00 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 49 1 00 1 00 50 1 00 1 00 51 0 00 0 00 52 0 00 0 00 Job No 1 4050 Customer Ciallum Builders Exc Inc Description) Westport Shipyard Cabinet Live Snow 1 00 0 00 1 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 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 *(28)DESIGN LOADS SPECIAL *Load *No Id Dead Coll Live Snow 6 53 1 39 1 39 0 00 0 20 54 1 39 1 39 0 00 0 20 55 0 71 0 00 0 00 0 00 56 0 71 0 00 0 00 0 00 57 1 39 1 39 0 00 0 20 58 0 71 0 00 0 00 0 00 Load Coefficients modify Wind_1 Wind_2- Long_Wind Lt Rt Lt Rt Lt Rt 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 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 70 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 00 0 70 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 00 0 70 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 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 Load Coefficients Wind_1 Wind_2- Lt Rt Lt Rt 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 Date l 8/8/2008 Designed Byl JRS Checked By Long_Wind Lt Rt 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 Page 352 Of 446 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 00 1 00 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 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 0 00 0 00 0 0 00 0 00 0 00 0 0 00 0 00 0 70 0 0 00 0 00 -0 70 0 0 00 0 00 0 00 5 1 00 0 00 0 00 6 1 00 Seismic Aux_Load Long Tran Id Coeff 0 00 1 00 0 0 00 0 00 -1 00 0 0 00 0 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 BUILDING SYSTEMS, INC. Job No 4050 modify Customer Clallum Builders Exc Inc Date 8/8/2008 Westport Shipyard Cabinet Designed By JRS Checked By (Description *(29)AUXILIARY LOADS *No Aux Aux No Add Add_Comb *Aux Id Name Loads Id Coeff 6 1 'FlPAT LL 1' 3 1 0 50 2 0 50 3 0 50 2 'F1PAT LL 2' 3 2 0 50 3 0 50 4 0 50 3 'FlFAT LL 3' 2 1 0 50 4 0 50 4 'FlPAT LL 4' 2 2 0 50 3 0 50 5 'FlUNB SL 5' 3 5 0 30 6 1 00 7 0 42 6 'FlUNB SL 7' 3 6 0 30 5 1 00 8 0 42 *(30)ADDITIONAL LOADS *No Add Surf Basic Load Fx Fy Mom Dx Dy -Conc *Add Id Id Load Type W1 W2 Co Dli D12 -Dist 18 1 2 'D -0 199 -0 199 0 08 0 000 1 171 2 2 'D -0 199 -0 199 0 08 1 171 50 173 3 3 'D -0 199 -0 199 -0 08 0 000 38 968 4 3 I 'D -0 199 -0 199 -0 08 38 968 50 173 5 2 I 'D -0 199 -0 199 0 08 0 000 50 173 6 3 I 'D -0 199 -0 199 -0 08 0 000 50 173 7 3 'D -0 199 -0 199 -0 08 0 000 20 387 8 2 'D -0 199 -0 199 0 08 29 786 50 173 9 2 'SNOW 'D -0 280 -0 280 0 00 0 000 50 000 10 3 'SNOW 'D -0 280 -0 280 0 00 0 000 40 000 11 1 'WINDLl' 'W 0 060 0 060 0 00 0 000 14 500 12 2 'WINDLl' 'W 0 090 0 090 0 00 0 000 15 600 13 2 'WINDRl' 'W -0 060 -0 060 0 00 0 000 15 600 14 1 'WINDRl' 'W -0 090 -0 090 0 00 0 000 14 500 15 1 'WINDL2' 'W 0 110 0 110 0 00 0 000 14 500 16 2 'WINDL2' 'W 0 000 0 000 0 00 0 000 15 600 17 2 'WINDR2' 'W -0 110 -0 110 0 00 0 000 15 600 18 1 'WINDL2' 'W 0 000 0 000 0 00 0 000 14 500 *(31)FLOOR BEAMS Bay No Beam Beam Con Type Con_Loc Beam Properties Page 353 Of 446 r 0 0 0 0 HCI STEEL BUILDING SYSTEMS. INC. Id Beam Id Ht Lt 1 0 2 0 3 0 (34)FRAME LINES *No *Lines Frame_Line 1 1 (36)SPECIAL FAB DATA No Piece Piece *Piece Id Key Job No 4050 111 Customer Clallum Builders Exc Inc Description) Westport Shipyard Cabinet (32)CABLES Bay No Cable Cable Cable Cable Id Cable Id Level Type Area 1 0 2 0 3 0 (37)ENDWALL COLUMNS *Wall Expand_EW No Column Column Id Use Offset Column Locate Offset 1 'Y 30 000 0 3 'Y 4 000 0 (38)JACK BEAMS No Beam Beam Beam Beam *Beam Id Offset Height Length Part Code file used was RF IBC 06 Version 3 0 modify Date 1 8/8/2008 Designed By JRS I Checked By Rt Lt Rt Area Ixx (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 (35)DESIGN PLATES *No Plate Plate_Size- Bolt Bolt Top Bottom *Plt Type Id Width Thick Dia Gage Row Space Row Space Page 354 Of 446 Job No 4050 NCI STEEL BUILDING SYSTEMS, INC. Id 2 2 3 3 STRUCTURAL CODE Design Basis Hot Rolled Steel Cold Formed Steel BUILDING CODE Wind Code Year Seismic Zone COLUMN SIZE 1 1 7 B2408104 2 88 3 B2408104 COLUMN DESIGN Customer Clallum Builders Exc Inc (Description' Westport Shipyard Cabinet *DS RFDEP Siz *Surface Span Required- Id Type Span 1 B 1 2 2 B 48 8 1 B 38 8 2 B 11 2 WS AISCO5 NAUS01 IBC 06 D Col Col Col Col Id Loc Size Len Type B B B B 4050 Rigid Frame Design Code MODULUS OF ELASTICITY Hot Rolled Steel 29000 (ksi) Cold Formed Steel 29500 (ksi) 4050 Interior Column Design 14 2 22 80 0 25 15 0 22 80 0 25 Selected Span #Depth #Splice 15 0 0 0 50 0 2 1 40 0 2 1 15 0 0 0 Web--- Depth Thick Flange Width Thick 8 00 0 625 8 00 0 625 modify Date 8/8/2008 Designed By JRS Checked By Allowable_ Strength -Calc Load Pn /sf Mn /sf Col Col Load Axial Moment Axial Moment Max_UC 8/ 5/08 9 50am 8/ 5/08 9 50am Page 355 Of 446 HCI STEEL BUILDING SYSTEMS. INC. Job No 1 4050 Customer Clallum Builders Exc Inc Description Westport Shipyard Cabinet modify Date 8/8/2008 Designed Byl JRS Checked Byl 4050 Interior Column Design 8/ 5/08 9 50am Id Loc Size Id k f -k k f -k Sec UC 1 2 B2408104 1 12 2 142 2 357 7 373 3 57 0 40 2 12 2 142 2 357 7 373 3 57 0 40 3 26 5 311 6 357 7 373 3 57 0 87 4 26 5 311 6 357 7 373 3 57 0 87 5 2 3 26 2 357 7 373 3 57 0 07 6 2 3 26 2 357 7 373 3 57 0 07 7 4 9 59 7 357 7 373 3 57 0 17 8 6 7 75 7 357 7 373 3 57 0 21 9 6 7 81 8 357 7 373 3 57 0 23 10 8 5 94 4 357 7 373 3 57 0 26 11 15 6 187 0 357 7 373 3 57 0 52 12 17 4 203 0 357 7 373 3 57 0 57 13 17 5 209 0 357 7 373 3 57 0 58 14 19 2 221 6 357 7 373 3 57 0 62 15 -6 0 -66 9 470 1 335 1 57 0 21 16 -3 6 -45 6 470 1 335 1 57 0 14 17 -3 6 -37 5 470 1 335 1 57 0 12 18 -1 3 -20 5 470 1 335 1 57 0 06 19 -5 8 -58 9 470 1 335 1 57 0 19 20 -5 8 -58 9 470 1 335 1 57 0 19 21 -3 8 -54 0 470 1 335 1 57 0 17 22 -3 8 -54 0 470 1 335 1 57 0 17 23 5 3 46 8 357 7 373 3 57 0 13 24 6 4 88 9 357 7 335 1 57 0 25 25 10 5 111 7 357 7 373 3 57 0 31 26 11 3 143 3 357 7 373 3 57 0 40 27 21 2 238 4 357 7 373 3 57 0 67 28 22 0 270 8 357 7 373 3 57 0 76 29 0 5 -8 7 357 7 335 1 57 0 02 30 1 6 32 9 357 7 335 1 57 0 09 31 5 8 67 8 357 7 373 3 57 0 19 32 10 9 127 5 357 7 373 3 57 0 36 33 21 6 254 6 357 7 373 3 57 0 71 34 1 0 12 1 357 7 373 3 57 0 03 35 9 4 132 7 357 7 335 1 57 0 37 36 13 8 150 7 357 7 373 3 57 0 42 2 88 B2408104 1 15 4 -151 3 357 7 368 7 60 0 43 2 15 4 -151 3 357 7 368 7 60 0 43 3 30 2 -335 8 357 7 368 7 60 0 95 4 30 2 -335 8 357 7 368 7 60 0 95 Page 356 Of 446 Job No 4050 modify r Customer Clallum Builders Exc Inc I Date 1 8/8/2008 Description) Westport Shipyard Cabinet I Designed Byl JRS HCI STEEL BUILDING SYSTEMS. INC. Checked By 4050 Interior Column Design 4050 Interior Column Cap Plate 8/ 5/08 9 50am 5 2 9 -27 8 357 7 368 7 60 0 08 6 2 9 -27 8 357 7 368 7 60 0 08 7 8 2 -73 1 357 7 368 7 60 0 21 8 6 4 -70 8 357 7 368 7 60 0 20 9 10 4 -92 5 357 7 368 7 60 0 27 10 8 7 -93 8 357 7 368 7 60 0 27 11 19 3 -211 2 357 7 368 7 60 0 60 12 17 5 -208 9 357 7 368 7 60 0 59 13 21 6 -230 6 357 7 368 7 60 0 66 14 19 8 -231 9 357 7 368 7 60 0 66 15 -4 9 57 9 470 1 335 1 60 0 18 16 -7 3 60 9 470 1 335 1 60 0 20 17 -1 9 32 1 470 1 335 1 .60 0 10 18 -4 2 30 5 470 1 335 1 60 0 10 19 -5 1 66 8 470 1 335 1 60 0 21 20 -5 1 66 8 470 1 335 1 60 0 21 21 -7 1 52 7 470 1 335 1 60 0 17 22 -7 1 52 7 470 1 335 1 60 0 17 23 7 9 -94 6 357 7 368 7 60 0 27 24 6 9 -49 4 357 7 368 7 60 0 14 25 14 2 -152 5 357 7 368 7 60 0 43 26 13 4 -118 6 357 7 368 7 60 0 34 27 25 3 -291 2 357 7 368 7 60 0 82 28 24 5 -256 5 357 7 368 7 60 0 73 29 1 8 -35 2 357 7 335 1 60 0 10 30 0 8 9 6 357 7 373 3 60 0 03 31 7 4 -72 0 357 7 368 7 60 0 21 32 13 8 -135 6 357 7 368 7 60 0 39 33 24 9 -273 9 357 7 368 7 60 0 78 34 1 3 -12 8 357 7 368 7 60 0 04 35 16 9 -139 8 357 7 368 7 60 0 40 36 12 5 -161 4 357 7 368 7 60 0 45 8/ 5/08 9 50am 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 FE 24 05 8 000 1 000 3 26 4 22 0 308 4 4 1 125 4 00 4 00 Page 357 Of 446 HCI STEEL BUILDING SYSTEMS, INC. 4050 2 FE WELDS Col Id 1 2 WELDS Base Id 4050 Base Plate and Anchor Bolt Design BASE PLATE BOLT SIZE Column_Base Loc Typ Depth IC -1 P 24 0 IC -2 P 24 0 BASE REACTIONS Column Max_Comp- Loc Ld Fy(k) IC -1 3 27 2 IC -2 3 31 0 Job No 4050 I modify Customer I Clallum Builders Exc Inc I Date 1 8/8/2008 Description Westport Shipyard Cabinet I Designed ByI JRS Checked By 24 05 8 000 1 000 Outside_ Flange-- Shear(k/in) Size Typ Calc Rn /sf 0 563 F 8 07 8 35 0 625 F 8 58 9 28 Interior Column Cap Plate Plate_Size(in) Width Length Thick 8 0 24 06 0 500 8 0 24 06 0 500 Max_Tens- Max_Shear Ld Fy(k) Ld Fx(k) 15 -5 6 3 16 -6 8 3 4 30 2 -22 4 327 7 4 1 125 4 00 4 00 Inside_ Flange--- Shear(k/in) Size Typ Calc Rn /sf 0 563 F 8 07 8 35 0 188 F 0 46 2 78 0 625 F 8 58 9 28 0 188 F 0 47 2 78 Bolts(A307) Row Diam Gage 2 0 875 4 00 2 0 875 4 00 22 0 0 0 22 2 0 0 Weak_Axis Tens Moment Outside_Flange_To_Base Inside_Flange_To_Base Shear(k /in) Shear(k /in) Size Typ Calc Rn /sf Size Typ Calc Rn /sf 0 0 0 0 8/ 5/08 9 50am Web Shear(k/in) Size Typ Calc Rn /sf 8/ 5/08 9 50am Web_To_Base Shear(k /in) Size Typ Calc Rn /sf Page 358 Of 446 Job No 4050 modify I Customer Clallum Builders Exc Inc Date 8/8/2008 I Description Westport Shipyard Cabinet Designed By JRS HCI STEEL BUILDING SYSTEMS, INC. I Checked By 4050 Base Plate and Anchor Bolt Design IC 1 0 250 Fl 0 35 3 71 IC- 2 0 250 Fl 0 43 3 71 4050 Bolted End -Plate Design 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 -EE 4- 5 24 08 Splice Id Typ 1 -EE WELDS Splice Id Side Thick Dia_Required Req Top Bot 0 48 0 313 0 674 Outside Flange _To_Bep Shear(k /in) Size Typ Calc Rn /sf 1 L 0 188 F2 0 75 2 78 1 R 0 188 F2 0 71 2 78 4050 Stiffener Yield 50 0 (ksi) STIFFENER SIZE 6 0 0 500 Top 21 -4 0 21 Bot 3 23 -3 111 Stiffener Report 0 250 Fl 0 35 3 71 0 250 Fl 0 43 3 71 ---Unity_Check--- EP Bolt Bolt Bend Top Bot 0 92 0 17 0 81 Ins ide_Flange_To_Bep Shear(k /in) Size Typ Calc Rn /sf 0 250 F2 3 22 3 71 0 250 F2 3 30 3 71 8/ 5/08 9 50am 0 188 F2 0 48 2 78 0 188 F2 0 49 2 78 8/ 5/08 9 50am 2 0 750 4 00 3 00 2 0 750 4 00 3 00 Web_To_Bep Shear(k /in) Size Typ Calc Rn /sf 0 188 F2 0 07 2 78 0 188 F2 0 07 2 78 8/ 5/08 9 50am Page 359 Of 446 4050 Stiffener Location Int Col 1 Int Col 2 STIFFENER DESIGN Stiffener Location Int Col 1 Int Col 2 WELDS Stiffener Location Int Col 1 Int Col 2 4050 Job No 1 4050 Ili Customer Clallum Builders Exc Inc Description Westport Shipyard Cabinet NCI STEEL BUILDING SYSTEMS. INC. Stiffener Report Web(in) No Depth Thick 1 24 07 0 134 1 24 08 0 134 -Stiffener_Size(in)- Width Thick Length 3 00 0 313 24 07 3 00 0 313 24 08 Tension(k) Compression(k) Max Load Calc Pn /sf Load Calc Pn /sf UC Flange Brace Yield= 50 0 ksi 50 0 ksi 36 0 ksi 3 0 0 56 1 3 26 4 69 7 0 38 3 0 0 56 1 3 30 2 69 7 0 43 ---Stiff_To_Flg/EP--- Shear(k/in) Size Typ Calc Rn /sf Flange Brace Report Girt /Purlin Yield= 55 0 ksi Flange Brace Bolt 0 500 (A325) (L2x 105) (L2x 075) (L2x1 /4) modify Stiff_To_Web---- Shear(k/in) Size Typ Calc Rn /sf 0 188 F2 0 00 2 78 0 188 F1 0 55 2 78 0 188 F2 0 00 2 78 0 188 F1 0 63 2 78 Date l 8/8/2008 Designed Byl JRS Checked By 8/ 5/08 9 50am 8/ 5/08 9 50am Page 360 Of 446 r HCI STEEL BUILDING SYSTEMS. INC. Surf No Id Brace Loc Side Part Job No 4050 I modify 111 Customer Clallum Builders Exc Inc I Date 8/8/2008 Description Westport Shipyard Cabinet I Designed Byl JRS Checked By 4050 Flange Brace Report 8/ 5/08 9 50am *Warning Flange Brace Bolts Inadequate! 4050 Weld Report Web To Flange Web Brace Calc Brace_UC Conn Depth Dist Force Comp Tens UC 2 4 1 1 L2x 105 24 00 22 50 3 49 0 85 0 63 1 34* 3 1 L2x 075 24 00 22 50 0 93 0 51 0 36 0 36 7 1 L2x 075 24 00 22 50 1 51 0 82 0 58 0 58 10 1 L2x 075 24 00 22 50 1 27 0 69 0 49 0 49 3 5 1 1 L2x 075 24 00 22 50 1 23 0 67 0 48 0 47 2 1 L2x 075 24 00 22 50 1 06 0 58 0 41 0 41 6 1 L2x 075 24 00 22 50 1 50 0 82 0 58 0 58 8 1 L2x1 /4 24 00 22 50 4 37 0 54 0 59 1 68* 10 1 L2x 075 23 93 22 50 0 04 0 02 0 02 0 02 8/ 5/08 9 50am 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 3 4 0 03 0 188 2 78 F 1 2 2 4 3 0 83 0 250 3 71 F 1 3 3 10 3 0 61 0 188 2 78 F 1 4 4 27 3 0 18 0 188 2 78 F 1 5 5 32 4 0 23 0 188 2 78 F 1 6 6 41 3 0 67 0 188 2 78 F 1 7 7 47 4 0 90 0 375 5 57 F 1 8 8 48 4 0 12 0 188 2 78 F 1 Calc_Max_Weld_Shear Weld Provided Column Segment Section Load Shear Size k /in Id Id Id Id (in) (k /in) No 1 9 55 3 0 80 0 250 3 71 F 1 2 10 58 3 0 81 0 250 3 71 F 1 Page 361 Of 446 HCI STEEL BUILDING SYSTEMS. INC. 4050 Design Summary Report 4050 Design Summary Report FRAME Id 1 Type BM Line Id= 1 MEMBERS Mem Segl Flange IWeb_Depthl Plate_Thickness I Max_UCV 1 Max_UCO I Max_UCI Id Id 1 Len WidlStrt Endl Web O -flg I- flglId Ld UcvlId Ld UcolId Ld Uci 1 1 1 8 6 0 24 0 24 0 0 134 0 250 0 250 3 2 2 8 5 6 0 24 0 24 0 0 188 0 750 0 750 4 3 3 30 0 6 0 24 0 24 0 0 188 0 250 0 375 10 4 4 10 1 6 0 24 0 24 0 0 134 0 375 0 250 27 5 5 10 0 6 0 24 0 24 0 0 134 0 313 0 250 32 6 6 20 0 6 0 24 0 24 0 0 188 0 313 0 500 41 7 7 8 4 6 0 24 0 24 0 0 250 0 625 1 000 47 8 8 11 7 6 0 24 0 24 0 0 134 0 250 0 250 48 COLUMNS Col Mem' Id Idl Locate Part 1 9 2 10 1 7 B2408104 55 3 0 08 55 3 0 39 57 3 0 86 57 3 0 87 88 3 B2408104 58 3 0 09 58 3 0 39 60 3 0 95 60 3 0 92 LOAD COMBINATIONS 3 DL +CL +SL 4 DL +CL +SL 29 0 46DL +0 70SEIS WEIGHTS Job No 4050 modify Customer Clallum Builders Exc Inc Description Westport Shipyard Cabinet l Designed Byl JRS Checked By No Cycles For Plate Optimization= 4 Date 1 8/8/2008 8/ 5/08 9 50am 8/ 5/08 9 50am 4 0 11 1 29 0 02 1 29 0 02 3 1 03 4 3 0 90 4 3 1 01 3 0 83 22 3 0 96 11 3 1 02 3 0 64 23 4 0 99 23 4 0 75 4 0 87 28 3 0 93 28 3 0 59 3 0 85 41 3 0 99 39 3 0 91 4 0 45 47 4 0 94 47 4 0 94 4 0 49 48 3 0 16 48 4 0 19 1 Max_Axial 1 Max_Shear l Max_UCO 1 Max_UCI 1 Id Ld UC 1 Id Ld UC 1 Id Ld Ucol Id Ld Uci Page 362 Of 446 r t HCI STEEL BUILDING SYSTEMS, INC. 4050 Design Summary Report Member Weight (lb) Column Weight (lb) (Description 1 2 756 801 REACTIONS (Sidewall Columns) Job No 4050 Customer Clallum Builders Exc Inc Total Weight (lb) Frame Members Interior Col Conn Plates Base Plates Trans Stiff Westport Shipyard Cabinet 3070 1557 53 55 0 4735 1 2 3 4 5 6 7 8 36 393 842 237 223 638 452 249 modify Date 8/8/2008 Designed Byl JRS Checked By 8/ 5/08 9 50am 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 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 2 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 3 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 4 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 5 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 6 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 7 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 8 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 9 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 10 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 11 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 12 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 13 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 14 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 15 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 16 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 17 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 18 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 19 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 Page 363 Of 446 r r Job No 111 1 Customer Description NCI STEEL BUILDING SYSTEMS. INC. 4050 Design Summary Report 20 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 21 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 22 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 23 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 24 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 25 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 26 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 27 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 28 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 29 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 30 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 31 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 32 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 33 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 34 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 35 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 36 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 REACTIONS (Interior Columns) 4050 Clallum Builders Exc Inc Westport Shipyard Cabinet I Designed By Checked By modify Date 1 8/8/2008 JRS 8/ 5/08 9 50am Load Col_1 Col_2 Id Fx(k) Fy(k) Fz(k) M(f -k) Fx(k) Fy(k) Fz(k) M(f -k) 1 10 04 12 89 0 00 0 00 -10 04 16 16 0 00 0 00 2 10 04 12 89 0 00 0 00 -10 04 16 16 0 00 0 00 3 21 99 27 18 0 00 0 00 -22 22 30 99 0 00 0 00 4 21 99 27 18 0 00 0 00 -22 22 30 99 0 00 0 00 5 1 85 2 99 0 00 0 00 -1 85 3 65 0 00 0 00 6 1 85 2 99 0 00 0 00 -1 85 3 65 0 00 0 00 7 3 90 5 58 0 00 0 00 -5 37 8 97 0 00 0 00 8 5 82 7 38 0 00 0 00 -4 38 7 17 0 00 0 00 9 5 19 7 44 0 00 0 00 -6 15 11 20 0 00 0 00 10 6 67 9 16 0 00 0 00 -5 61 9 48 0 00 0 00 11 12 87 16 30 0 00 0 00 -14 52 20 08 0 00 0 00 12 14 80 18 10 0 00 0 00 -13 53 18 28 0 00 0 00 13 14 16 18 16 0 00 0 00 -15 30 22 32 0 00 0 00 14 15 64 19 88 0 00 0 00 -14 76 20 60 0 00 0 00 15 -5 15 -5 61 0 00 0 00 3 19 -4 42 0 00 0 00 16 -2 58 -3 21 0 00 0 00 4 51 -6 82 0 00 0 00 17 -3 42 -3 13 0 00 0 00 2 14 -1 45 0 00 0 00 18 -1 45 -0 83 0 00 0 00 2.86 -3 74 0 00 0 00 Page 364 Of 446 r NCI STEEL BUILDING SYSTEMS. 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Job No Customer Description 4050 Design Summary Report DEFLECTIONS (in) Lateral Defl Vertical Defl Load Top Of Col Midspan Of Col Id Left Right LT -1 1 -2 2 -RT 37 -0 01 0 34 0 02 -2 31 0 05 38 -0 01 0 34 0 02 -2 31 0 05 39 -0 09 0 67 0 05 -4 99 0 17 40 -0 09 0 67 0 05 -4 99 0 17 41 0 00 0 06 0 00 -0 42 0 01 42 0 00 0 06 0 00 -0 42 0 01 43 -0 01 -0 13 -0 01 0 88 -0 01 44 0 01 -0 10 -0 01 0 76 -0 02 45 -0 03 -0 11 -0 01 0 58 0 00 46 0 03 -0 04 0 00 0 46 -0 03 47 -0 10 -0 22 -0 02 0 89 0 02 48 -0 10 -0 22 -0 02 0 89 0 02 49 0 33 0 46 0 03 -1 01 -0 09 50 -0 34 -0 18 -0 01 -0 97 0 13 51 -0 32 -0 11 -0 01 -1 24 0 15 52 0 22 0 43 0 03 -1 62 -0 06 4050 modify Clallum Builders Exc Inc I Date 1 8/8/2008 Westport Shipyard Cabinet I Designed By JRS Checked By 8/ 5/08 9 50am 19 -4 15 -5 41 0 00 0 00 4 46 -4 62 0 00 0 00 20 -4 15 -5 41 0 00 0 00 4 46 -4 62 0 00 0 00 21 -3 82 -3 40 0 00 0 00 3 51 -6 63 0 00 0 00 22 -3 82 -3 40 0 00 0 00 3 51 -6 63 0 00 0 00 23 3 32 6 12 0 00 0 00 -6 27 8 76 0 00 0 00 24 6 26 7 16 0 00 0 00 -3 30 7 73 0 00 0 00 25 7 91 11 32 0 00 0 00 -10 10 15 04 0 00 0 00 26 10 09 12 10 0 00 0 00 -7 90 14 26 0 00 0 00 27 16 87 22 03 0 00 0 00 -19 24 26 17 0 00 0 00 28 19 06 22 82 0 00 0 00 -17 04 25 38 0 00 0 00 29 -0 62 0 86 0 00 0 00 -2 34 2 19 0 00 0 00 30 2 32 1 89 0 00 0 00 0 64 1 17 0 00 0 00 31 4 79 6 64 0 00 0 00 -4 79 8 24 0 00 0 00 32 9 00 11 71 0 00 0 00 -9 00 14 65 0 00 0 00 33 17 97 22 42 0 00 0 00 -18 14 25 77 0 00 0 00 34 0 85 1 37 0 00 0 00 -0 85 1 68 0 00 0 00 35 9 35 10 14 0 00 0 00 -9 32 17 65 0 00 0 00 36 10 67 14 53 0 00 0 00 -10 69 13 26 0 00 0 00 Page 365 Of 446 L HCI STEEL BUILDING SYSTEMS. INC. Checked By 4050 Design Summary Report DEFLECTIONS RATIO Lateral Defl Vertical Defl Load Top Of Col Midspan Of Col Id Left Right LT -1 1 -2 2 -RT 37 16117 607 823 450 2784 38 16117 607 823 450 2784 39 2278 304 408 208 817 40 2278 304 408 208 817 41 46949 3399 4602 2447 13979 42 46949 3399 4602 2447 13979 43 38716 1564 1870 1188 13636 44 16037 1955 3069 1369 5639 45 6261 1803 2202 1792 37830 46 5867 5041 9057 2255 5223 47 2089 933 1264 1163 7260 48 2089 933 1264 1163 7260 49 620 447 684 1026 1558 50 593 1140 2181 1067 1049 51 642 1908 2387 838 932 52 933 474 644 642 2478 MAX DEFLECTION Type Deflect Span /Deflect Limit Live Vertical -4 02 259 180 Horizontal Drift 0 67 304 60 P -DELTA CHECK (Effective Length) Int Col 1 Int Col 2 Job No 1 4050 modify Customer Clallum Builders Exc Inc Date 1 8/8/2008 Description Westport Shipyard Cabinet Designed Byl JRS Max Deflect Ratio 0 0498 0 0485 Max first order drift (in) 0 76 Max second order drift (in) 0 79 8/ 5/08 9 50am Page 366 Of 446 HCI STEEL BUILDING SYSTEMS. INC. Ratio second /first 1 03 OUTSIDE FLANGE CHECK INSIDE FLANGE CHECK Job No 4050 I modify 111 I Customer Clallum Builders Exc Inc I Date 8/8/2008 I Description! Westport Shipyard Cabinet I Designed By! JRS Checked By 4050 Flange Hole Check 8/ 5/08 9 50am 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 6 000 0 750 0 625 1 008 3 0 67 2 2 2 8 2 6 000 0 750 0 625 1 008 24 0 14 2 3 3 11 3 6 000 0 250 0 625 1 008 30 0 11 2 3 3 13 4 6 000 0 250 0 625 1 008 30 0 08 2 3 3 15 5 6 000 0 250 0 625 1 008 19 0 15 2 3 3 17 6 6 000 0 250 0 625 1 008 19 0 20 2 3 3 19 7 6 000 0 250 0 625 1 008 19 0 22 2 3 3 21 8 6 000 0 250 0 625 1 008 19 0 23 2 4 4 24 9 6 000 0 375 0 625 1 008 19 0 18 2 4 4 26 10 6 000 0 375 0 625 1 008 15 0 15 3 5 5 29 1 6 000 0 313 0 625 1 008 21 0 16 3 5 5 31 2 6 000 0 313 0 625 1 008 21 0 16 3 6 6 34 3 6 000 0 313 0 625 1 008 21 0 13 3 6 6 36 4 6 000 0 313 0 625 1 008 21 0 09 3 6 6 38 5 6 000 0 313 0 625 1 008 29 0 08 3 6 6 40 6 6 000 0 313 0 625 1 008 23 0 22 3 7 7 43 7 6 000 0 625 0 625 1 008 3 0 47 3 7 7 45 8 6 000 0 625 0 625 1 008 3 0 75 3 8 8 50 9 6 000 0 250 0 625 1 008 35 0 11 3 8 8 52 10 6 000 0 250 0 625 1 008 35 0 03 Eff Net/ Col Mem Seg Sec Flange Hole Gross Max_UC Id Id Id Id Width Thick Dia Limit Load UC 1 1 1 2 6 000 0 250 1 250 0 742 30 0 01 1 2 2 5 6 000 0 750 1 250 0 742 15 0 21 Page 367 Of 446 1r I L Job No Customer Description HCI STEEL BUILDING SYSTEMS. INC. 4050 2 7 7 46 6 000 1 000 1 250 0 742 2 8 8 49 6 000 0 250 1 250 0 742 4050 Rigid Frame Clearances VERTICAL CLEARANCE Location Location ote Left_Col Right_Side Midspan Int_Col 1 Int_Col 2 Left_Col Int_Col 1 Int_Col 2 HORIZONTAL CLEARANCE Flange Hole Check Int_Col 1 Int_Col 2 Right_Side 4050 modify Clallum Builders Exc Inc I Date Westport Shipyard Cabinet l Designed Byl JRS Checked By Span X_Coord Y_Coord 14'00 -00" 0 -00" 14'00 -00 14'00 -02 "100'00 -00" 14'00 -02" 18'01 -15 50'00 -12 18'01 -15" 14'00 -10 1'08 -00" 14'00 -10" 14'10 -11" 88'04 -00" 14'10 -11" Span 1'08 -00" 86 08 -00" 11'08 -00" 4050 Rigid Frame Design Warnings X Coordl X Coord2 0 -00" 1'08 -00 1'08 -00" 88'04 -00" 88'04 -00 "100'00 -00 WARNING Inadequate Brace To Purlin Connection! 19 0 18 16 0 06 5e 2r Si17Ed ggAce ro ser�s4e4 8/8/2008 8/ 5/08 9 50am 8/ 5/08 9 50am 8/ 5/08 9 50am Page 368 Of 446 HCI STEEL BUILDING SYSTEMS. INC. Job No 1 4050 modify Customer) Clallum Builders Exc Inc Date Description) Westport Shipyard Cabinet Designed By JRS Checked By *4050 Rigid Frame Design Input Echo 8/ 4/08 12 54pm 1)JOBID '4050 2)PROGRAM OPTIONS *Frame Frame Stress Frame No_Of End_Conn Splice Id Type Space Space Cycle Lt Rt Fix 2 'RF 5 00 19 20 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 'N' 'N' 'N' 'T 8 00 50 00 'T 10 00 60 00 'N' 0 00 'Y "EL' 4)DESIGN CODE *Design ---Steel_Code--- Code Cold Hot 'WS 'NAUSOI' 'AISCO5' 5)DESIGN CONSTANTS ----Stress_Ratio---- Frame Col EP BP 1 03 1 03 1 03 1 03 Build Seismic Country Code Year Zone 'IBC "06"D 'D ---Strength_Factor--- Seismic Wind Frame SpcEP 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 Live Total Total Seis Crane 180 0 0 0 60 0 50 0 100 0 Weak Axis 60 0 8/8/2008 Frame Frame Option Option Id t Option_ Id 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 'Y' '4' 'Y' 'Y' 'N' 'N' 'Y' 'N' 'N' 'Y' 'Y' Page 369 Of 446 Job No I 4050 modify Customer Clallum Builders Exc Inc Date Description I Westport Shipyard Cabinet I Designed By HCI STEEL BUILDING SYSTEMS. INC. Checked By 9)BUILDING SHAPE No X_Coord Y_Coord Offset Surf (ft) (ft) (in) 4 0 0000 17 0000 8 000 50 0000 21 1667 11 000 100 0000 17 0000 11 000 100 0000 0 0000 8 000 (10)MEMBER DEPTHS *Surf Depth(in) No Interior_Depths Id Start End Dep Loc(ft) Depth(in) 1 18 000 44 000 0 2 44 000 27 000 2 20 0969 20 000 30 0969 20 000 3 27 000 44 000 2 20 1458 20 000 30 1458 20 000 4 44 000 18 000 0 (11)MEMBER SPLICES Surf No Splice Splice Id Splice Loc(ft) Type 1 0 2 2 0 0000 'PEE 30 0969 -EE 3 2 0 0000 -EE 20 1458 -EE 4 1 0 0000 'PEE (12)SEGMENT PLATES *No Surf Mem Seg Seg Member Flange Plate_Thickness(in) *Seg Id Id Id Len(ft) Part Wid 8 1 1 1 0 0000 6 00 0 3125 0 3125 0 5000 2 2 2 0 0000 6 00 0 3125 0 3125 0 5000 2 3 3 0 0000 6 00 0 1875 0 2500 0 5000 2 4 4 0 0000 6 00 0 1644 0 5000 0 2500 3 5 5 0 0000 6 00 0 1644 0 5000 0 2500 3 6 6 0 0000 6 00 0 1875 0 2500 0 5000 3 7 7 0 0000 6 00 0 3125 0 3125 0 5000 4 8 8 0 0000 6 00 0 3125 0 3125 0 5000 8/8/2008 JRS (13)INTERIOR COLUMNS No Col Col Col Col Connection Rafter UnbraceLength Col Col Col Id Typ Rot Loc Bot Top Opt Major Minor Set Size Page 370 Of 446 Job No 4050 I modify i 1 9in i Customer Clallum Builders Exc Inc I Date 1 8/8/2008 L Description Westport Shipyard Cabinet Designed Byl JRS HCI STEEL BUILDING SYSTEMS. INC. Checked By 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 19 20 0 0000 Left Column 2 0 00 19 20 0 0000 Right Column (16)BASE DISPLACEMENT *Base Displace Spring Id Opt Dir (in) (k /in) 0 0 000 0 000 (17)WALL GIRTS *Surf Girt Girt Girt Id Type Size Depth 1 'ZB' '8Z25U16 8 00 4 'ZB' '8Z25U16 8 00 (19)FLANGE BRACES Surf No Flange_Brace_At Id Brace Girt /Purlin Number 1 3 1 2 3 2 10 1 2 3 4 3 10 1 2 3 4 4 3 1 2 3 (20)SIDEWALL EXTENSIONS *Surf No Ext Extension_Size Id Ext Id Type Elev Width Slope 1 0 4 0 Girt Girt Bay No Proj Lap Id Girt Location(ft) 0 00 1 875 6 3 3 6667 7 3333 11 8333 0 00 1 875 2 3 3 6667 7 3333 11 8333 (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' '11Z25U14' 11 00 0 00 2 875 10 1 000 0 3 'ZB' '11Z25U14' 11 00 0 00 2 875 10 1 000 0 5 6 7 8 9 10 5 6 7 8 9 10 -Facia Size Load Elev Height Slope Width Page 371 Of 446 (21)EXTENSION LOADS *Ext Dead Collat Live Snow Windl Coeff Wind2 Coeff Long Wind Facia Wind Seis HCI STEEL BUILDING SYSTEMS. INC. *Id psf psf (22)BASIC LOADS Dead Live psf psf 2 50 20 00 *(23)BASIC LOADS AT EAVE Seismic- Load SpcEP k k 4 83 11 15 (24)WIND COEFFICIENTS Surf Wind_1 Id Left Right 1 0 23 -0 50 2 -0 87 -0 55 3 -0 55 -0 87 4 -0 50 0 23 (25)LONGITUDINAL BRACING LOADS -Wind Seismic Horiz Vert Horiz Vert 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 *(26)DESIGN LOADS Strength *Load *No Id 36 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 00 00 00 00 00 00 00 00 00 00 00 00 1 1 1 1 0 0 1 1 1 1 1 1 Basic Snow Collat Wind psf psf psf 25 00 8 00 18 93 Load_Coefficients -Wind 1- Dead Coll Live Snow Lt Rt 00 00 00 00 00 00 00 00 00 00 00 00 1 1 0 0 0 0 0 0 0 0 0 0 !Description psf psf Left Weak_Axis L Wind Seis k k 0 00 0 00 Wind_2 Left Right 0 62 -0 12 0 51 -0 19 0 19 -0 51 0 12 0 62 00 00 00 00 00 00 75 75 75 75 00 00 Customer Clallum Builders 0 0 1 1 0 0 0 0 0 0 0 0 Job No 00 00 00 00 00 00 00 00 00 00 75 75 0 0 0 0 0 0 0 0 0 0 0 0 4050 Westport Shipyard Cabinet 00 00 00 00 00 00 75 00 00 00 75 00 modify Exc Inc Date 8/8/2008 Designed 'By JRS Checked By Right Left Right Left Right Left Right k Deflection Load Ratio Snow Wind Seis 1 00 1 00 1 00 Weak_Axis R Wind Seis k k 0 00 0 00 Long_Wind Surface 1 2 Friction 0 63 -0 63 0 00 -0 87 -0 55 0 00 0 55 -0 87 0 00 0 63 -0 63 0 00 Left Column Right Column 0 0 0 0 0 0 0 0 0 0 0 0 00 00 00 00 00 00 00 75 00 00 00 75 Wind_2- Lt Rt 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 75 0 00 0 00 0 75 0 00 0 00 0 00 0 00 Torsion Wind Seis k k 0 00 0 00 Temperature Change 0 0 Long_Wind 1 2 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 EW_Brace Wind Seis k k 0 00 0 00 Page 372 Of 446 Seismic Aux_Load Long Tran Id Coeff 0 00 0 00 0 0 0 00 0 00 0 0 0 00 0 00 0 0 0 00 0 00 0 0 0 00 0 00 0 0 0 00 0 00 0 0 0 00 0 00 0 0 0 00 0 00 0 0 0 00 0 00 0 0 0 00 0 00 0 0 0 00 0 00 0 0 0 00 0 00 0 0 00 00 00 00 00 00 00 00 00 00 00 00 Job No 1 4050 l modify l Customer I Clallum Builders Exc Inc l Date l 8/8/2008 Description Westport Shipyard Cabinet Designed Byl JRS HCI STEEL BUILDING SYSTEMS. INC. I Checked By 13 1 00 1 00 0 00 0 75 0 00 0 00 0 75 14 1 00 1 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 16 0 60 0 00 0 00 0 00 0 00 1 00 0 00 17 0 60 0 00 0 00 0 00 0 00 0 00 1 00 18 0 60 0 00 0 00 0 00 0 00 0 00 0 00 19 0 60 0 00 0 00 0 00 0 00 0 00 0 00 20 0 60 0 00 0 00 0 00 0 00 0 00 0 00 21 0 60 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 23 1 14 1 14 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 25 1 10 1 10 0 75 0 00 0 00 0 00 0 00 26 1 10 1 10 0 75 0 00 0 00 0 00 0 00 27 1 10 1 10 0 00 0 75 0 00 0 00 0 00 28 1 10 1 10 0 00 0 75 0 00 0 00 0 00 29 0 46 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 31 1 14 1 14 0 00 0 00 0 00 0 00 0 00 32 1 10 1 10 0 75 0 00 0 00 0 00 0 00 33 1 10 1 10 0 00 0 75 0 00 0 00 0 00 34 0 46 0 00 0 00 0 00 0 00 0 00 0 00 35 1 00 1 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 75 0 00 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 1 00 0 00 0 00 -1 00 0 00 0 00 0 00 1 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 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 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 Page 373 Of 446 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 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 0 00 0 70 0 0 00 0 00 -0 70 0 0 00 0 00 0 52 0 0 00 0 00 -0 52 0 0 00 0 00 0 52 0 0 00 0 00 -0 52 0 0 00 0 00 0 70 0 0 00 0 00 -0 70 0 0 00 0 70 0 00 0 0 00 0 52 0 00 0 0 00 0 52 0 00 0 0 00 0 70 0 00 0 0 00 0 00 0 00 1 1 00 0 00 0 00 2 1 00 *(27)DESIGN LOADS Deflection Load_Coefficients *Load Wind_1- -Wind 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 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 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 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 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 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 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 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 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 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 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 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 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 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 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 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 1 00 Job No 4050 modify !Ili 1 Customer I Clallum Builders Exc Inc I Date Description Westport Shipyard Cabinet Designed By HCI STEEL BUILDING SYSTEMS, INC. 1 Checked By 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 (28)DESIGN LOADS Special *Load *No Id Dead Coll Live Snow 6 53 1 39 1 39 0 00 0 20 54 1 39 1 39 0 00 0 20 55 0 71 0 00 0 00 0 00 56 0 71 0 00 0 00 0 00 57 1 39 1 39 0 00 0 20 58 0 71 0 00 0 00 0 00 (29)AUXILARY LOADS *No Aux Aux *Aux Id Name 2 1 'F2UNB SL 1' 2 'F2UNB SL 3 (30)ADDITIONAL LOADS *No Add Surf Basic Load *Add Id Id Type Type 6 1 2 'D 2 3 'D 3 3 'D 4 2 'D 5 2 'SNOW 'D 6 3 'SNOW D Load Coefficients Wind_1- Wind_2- Lt Rt Lt Rt 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 No Add Add Comb Loads Id Coeff 3 1 0 30 2 1 00 3 0 42 3 2 0 30 1 1 00 4 0 42 Fx W1 0 477 0 477 0 477 0 477 0 090 0 090 Fy W2 -0 477 0 477 -0 477 0 477 0 090 0 090 Mom Co 0 08 0 08 0 08 0 08 0 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 0 00 0 00 Dx D11 0 000 0 000 0 000 29 786 0 000 0 000 8/8/2008 JRS 50 173 20 387 50 173 50 000 50 000 Page 374 Of 446 1 00 Seismic Aux_Load Long Tran Id Coeff 0 00 1 00 0 0 00 0 00 -1 00 0 0 00 0 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 Dy Conc D12 Dist 50 173 r 1 I Job No 1 4050 I modify I Customer I Clallum Builders Exc Inc I Date 1 8/8/2008 L (Description Westport Shipyard Cabinet I Designed ByI JRS HCI STEEL BUILDING SYSTEMS. INC. Checked By (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 (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 0 (34)FRAME LINES No *Line Frame_Line_Id 1 2 (35)DESIGN PLATES *No Plate Plate_Size- Bolt Bolt Top Bottom *Plt Type Id Width Thick Dia Gage Row Space Row Space 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 30 000 0 3 'Y 4 000 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 17 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 17 0 No record selected Page 375 Of 446 r Column Loc Left Right WELDS 1 I Description HCI STEEL BUILDING SYSTEMS. INC. 4050 Rigid Frame Design Code STRUCTURAL CODE Design Basis Hot Rolled Steel Cold Formed Steel BUILDING CODE Wind Code Year Seismic Zone Ws AISCO5 NAUS01 IBC 06 D MODULUS OF ELASTICITY Hot Rolled Steel 29000 (ksi) Cold Formed Steel 29500 (ksi) 4050 Base Plate and Anchor Bolt Design BASE PLATE BOLT SIZE Column_Base --Plate_Size(in)-- Loc Typ Depth Width Length Thick Left P 18 8 6 0 18 81 0 500 Right P 18 8 6 0 18 81 0 500 BASE REACTIONS Max_Comp- Max_Tens- Ld Fy(k) Ld Fy(k) J I Customer Clallum Builders Exc Inc I Date 8/8/2008 Westport Shipyard Cabinet I Designed By JRS Checked By 4 41 1 15 -11 8 3 41 1 16 -11 8 Job No 4050 modify Bolts(A307) Row Diam Gage 4 0 750 3 00 4 0 750 3 00 Max_Shear Weak_Axis Ld Fx(k) Tens Moment 4 41 9 0 0 0 0 4 41 9 0 0 0 0 8/ 5/08 8 27am 8/ 5/08 8 27am Page 376 Of 446 t HCI STEEL BUILDING SYSTEMS. INC. Base Id Left Right Out side_Flange_To_Base Shear(k /in) Size Typ Calc Rn /sf 0 188 Fl 0 98 2 78 0 188 F1 0 98 2 78 4050 Bolted- End -Plate Design 1 PEE 1- 2 44 00 2 -EE 3- 4 20 00 3 -EE 4- 5 27 09 4 -EE 5- 6 20 00 5 PEE 7- 8 44 00 Job No Customer Description Splice Thick Dia_Required Id Typ Reg Top Bot WELDS 4050 modify 4050 Base Plate and Anchor Bolt Design Ins ide_Flange_To_Base Shear(k /in) Size Typ Calc Rn /sf 8 0 1 000 Top 4 45 34 Bot 15 -12 -10 6 0 0 500 Top 19 -14 -3 Bot 36 33 10 6 0 0 625 Top 15 -12 1 Bot 3 42 0 6 0 0 500 Top 21 -14 3 Bot 35 33 -10 8 0 1 000 Top 3 45 -34 Bot 16 -12 10 ---Unity_Check--- EP Bolt Bolt Bend Top Bot 1 PEE 0 79 0 971 0 564 0 63 0 94 0 32 2 -EE 0 49 0 406 0 688 0 95 0 29 0 84 3 -EE 0 62 0 381 0 654 0 97 0 26 0 76 4 -EE 0 48 0 405 0 686 0 94 0 29 0 84 5 PEE 0 79 0 971 0 564 0 63 0 94 0 32 Clallum Builders Exc Inc I Date 1 8/8/2008 Westport Shipyard Cabinet Designed Byl JRS Checked By 8/ 5/08 8 27am Web_To_Base Shear(k /in) Size Typ Calc Rn /sf 0 188 F1 0 98 2 78 0 188 F2 1 16 2 78 0 188 F1 0 98 2 78 0 188 F2 1 16 2 78 8/ 5/08 8 27am 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 511 2 1 000 4 00 3 50 141 2 1 000 4 00 3 50 30 2 0 750 4 00 3 00 97 2 0 750 4 00 3 00 35 2 0 750 4 00 3 00 143 2 0 750 4 00 3 00 30 2 0 750 4 00 3 00 96 2 0 750 4 00 3 00 511 2 1 000 4 00 3 50 141 2 1 000 4 00 3 50 Page 377 Of 446 r r HCI STEEL BUILDING SYSTEMS. INC. 4050 Bolted End -Plate Design Outside_Flange_To_Bep Ins ide_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 0 375 F2 4 94 5 57 0 188 F2 1 96 2 78 0 188 F2 0 38 2 78 1 R 0 375 F2 4 94 5 57 0 188 F2 1 96 2 78 0 188 F2 0 38 2 78 2 L 0 188 F2 0 97 2 78 0 313 F2 4 45 4 64 0 188 F2 0 25 2 78 2 R 0 188 F2 1 39 2 78 0 250 F2 3 26 3 71 0 188 F2 0 25 2 78 3 L 0 188 F2 1 16 2 78 0 250 F2 3 22 3 71 0 188 F2 0 02 2 78 3 R 0 188 F2 1 16 2 78 0 250 F2 3 22 3 71 0 188 F2 0 02 2 78 4 L 0 188 F2 1 39 2 78 0 250 F2 3 24 3 71 0 188 F2 0 25 2 78 4 R 0 188 F2 0 96 2 78 0 313 F2 4 41 4 64 0 188 F2 0 25 2 78 5 L 0 375 F2 4 94 5 57 0 188 F2 1 96 2 78 0 188 F2 0 38 2 78 5 R 0 375 F2 4 94 5 57 0 188 F2 1 96 2 78 0 188 F2 0 38 2 78 4050 Stiffener Report 8/ 5/08 8 27am Stiffener Yield 50 0 (ksi) STIFFENER SIZE Job No I 4050 modify Customer I Clallum Builders Exc Inc I Date 1 8/8/2008 Description) Westport Shipyard Cabinet I Designed Bye JRS Checked By Stiffener Web(in) -Stiffener_Size(in)- Location No Depth Thick Width Thick Length Left Col 1 44 00 0 313 4 00 0 250 44 00 Right Col 1 44 00 0 313 4 00 0 250 44 00 Left Web 1 44 00 0 313 2 50 0 250 58 34 Right Web 1 44 00 0 313 2 50 0 250 58 34 STIFFENER DESIGN Stiffener Tension(k) Compression(k) Max Location Load Calc Pn /sf Load Calc Pn /sf UC Left Col 15 25 5 59 9 4 92 2 133 0 0 69 8/ 5/08 8 27am Page 378 Of 446 r HC_ STEEL BUILDING SYSTEMS. INC. 4050 Stiffener Report 8/ 5/08 8 27am WELDS Job No! 4050 modify Customer Clailum Builders Exc Inc Date 8/8/2008 Description! Westport Shipyard Cabinet Designed By IRS Checked By Right Col 16 25 5 59 9 3 92 2 133 0 0 69 Left Web 4 0 0 37 4 4 10 0 93 7 0 11 Right Web 3 0 0 37 4 3 10 0 93 7 0 11 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 0 375 F2 1 59 5 57 0 188 Fl 1 05 2 78 Right Col 0 375 F2 1 59 5 57 0 188 F1 1 05 2 78 Left Web 0 188 F2 0 00 2 78 0 188 F1 0 09 2 78 Right Web 0 188 F2 0 00 2 78 0 188 Fl 0 09 2 78 4050 Flange Brace Report 8/ 5/08 8 27am Flange Brace Yield= 50 0 ksi Girt /Purlin Yield= 55 0 ksi Flange Brace Bolt 0 500 (A325) Surf No Web Brace Calc Brace_UC Conn Id Brace Loc Side Part Depth Dist Force Comp Tens UC 1 1 2 2 L2x 075 32 99 34 50 1 02 0 72 0 40 0 48 2 5 1 2 L2x 105 42 62 34 50 1 39 0 55 0 25 0 32 3 2 L2x 075 27 96 22 50 1 19 0 68 0 46 0 27 5 2 L2x 075 20 00 22 50 0 70 0 36 0 27 0 16 8 2 L2x 075 23 27 22 50 0 76 0 41 0 30 0 17 10 2 L2x 075 26 74 22 50 0 67 0 37 0 26 0 15 3 5 1 2 L2x 075 26 74 22 50 0 67 0 37 0 26 0 15 3 2 L2x 075 23 28 22 50 0 76 0 41 0 30 0 17 6 2 L2x 075 20 00 22 50 0 70 0 36 0 27 0 16 8 2 L2x 075 27 89 22 50 1 20 0 68 0 46 0 27 10 2 L2x 105 42 61 34 50 1 39 0 55 0 25 0 32 Page 379 Of 446 r r HCI STEEL BUILDING SYSTEMS. INC. 4 1 2 2 L2x 075 32 99 34 50 1 03 0 72 0 40 0 48 4050 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 1 4 1 73 0 188 2 78 F 1 2 2 16 4 0 71 0 188 2 78 F 1 3 3 17 4 0 89 0 188 2 78 F 1 4 4 22 4 0 58 0 188 2 78 F 1 5 5 39 3 0 58 0 188 2 78 F 1 6 6 44 3 0 89 0 188 2 78 F 1 7 7 45 3 0 71 0 188 2 78 F 1 8 8 60 3 1 73 0 188 2 78 F 1 4050 Special Segment Report FLANGE PLATE (a) Job No l 4050 modify l Customer I Clallum Builders Exc Inc Date 8/8/2008 Description Westport Shipyard Cabinet I Designed By JRS Initial Required Width Thick Width Thick Locate (in) (in) (in) (in) Lt Col 6 0 0 313 6 0 0 313 Rt Col 6 0 0 313 6 0 0 313 WEB PLATE (b) Checked By 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 46 6 510 7 116 0 119 0 -3 0 0 313 Diagonal Rt Col 3 46 6 510 7 116 0 119 0 -3 0 0 313 Diagonal 8/ 5/08 8 27am 8/ 5/08 8 27am Page 380 Of 446 r HCI STEEL BUILDING SYSTEMS. INC. (a)DS_BUILD(frame37) =4 (b)DS BUILD(frame36) =4 FRAME Id 2 Type RF Line Id= 2 MEMBERS WEIGHTS Member Weight (lb) LOAD COMBINATIONS 3 DL +CL +SL 4 DL +CL +SL 35 DL +CL +AUX1 36 DL +CL +AUX2 Job No 1 4050 Customer Clallum Builders Exc Inc Description 4050 Special Segment Report see help see help 4050 Design Summary Report Westport Shipyard Cabinet Mem Segl Flange IWeb_Depthl Plate_Thickness I Max_UCV I Max_UCO I Max_UCI Id Id I Len WidlStrt End► Web 0 -flg I- flglld Ld UcvlId Ld UcolId Ld Uci 1 1 16 1 6 0 18 0 44 0 0 313 0 313 0 500 7 2 2 16 1 6 0 44 0 20 0 0 313 0 313 0 500 8 3 3 10 0 6 0 20 0 20 0 0 188 0 250 0 500 17 4 4 20 0 6 0 20 0 27 0 0 164 0 500 0 250 22 5 5 20 1 6 0 27 0 20 0 0 164 0 500 0 250 39 6 6 10 0 6 0 20 0 20 0 0 188 0 250 0 500 44 7 7 16 0 6 0 20 0 44 0 0 313 0 313 0 500 53 8 8 16 1 6 0 44 0 18 0 0 313 0 313 0 500 54 1 2 3 4 5 6 7 8 837 817 281 567 569 281 813 837 Total Weight (lb) modify Date 1 8/8/2008 Designed Byl JRS Checked By 8/ 5/08 8 27am 8/ 5/08 8 27am 4 0 70 7 4 0 78 7 4 0 94 4 0 56 8 4 0 79 10 4 0 99 4 0 75 17 35 0 88 17 35 1 02 4 0 71 28 3 0 94 23 36 0 92 3 0 71 33 4 0 94 36 35 0 78 3 0 75 44 36 0 89 44 36 1 03 3 0 56 53 3 0 79 51 3 1 00 3 0 70 54 3 0 78 54 3 0 94 Page 381 Of 446 r I HCI STEEL BUILDING SYSTEMS. INC. Job No REACTIONS (Sidewall Columns) 4050 4050 Design Summary Report Customer Clallum Builders Exc Inc Date 8/8/2008 Description Westport Shipyard Cabinet Frame Members 5002 Interior Col 0 Conn Plates 635 Base Plates 32 Trans Stiff 0 5669 modify Designed By JRS Checked By Load Left_Column Right_Column Id Fx(k) Fy(k) Fz(k) M(f -k) Fx(k) Fy(k) Fz(k) M(f -k) 8/ 5/08 8 27am 1 32 24 31 79 0 00 0 00 -32 24 31 85 0 00 0 00 2 32 24 31 85 0 00 0 00 -32 24 31 79 0 00 0 00 3 41 85 41 07 0 00 0 00 -41 85 41 13 0 00 0 00 4 41 85 41 15 0 00 0 00 -41 85 41 05 0 00 0 00 5 4 27 4 91 0 00 0 00 -4 27 4 91 0 00 0 00 6 4 27 4 91 0 00 0 00 -4 27 4 91 0 00 0 00 7 16 07 15 99 0 00 0 00 -19 09 18 69 0 00 0 00 8 19 09 18 69 0 00 0 00 -16 07 15 99 0 00 0 00 9 20 20 20 90 0 00 0 00 -23 27 23 60 0 00 0 00 10 23 27 23 60 0 00 0 00 -20 20 20 90 0 00 0 00 11 23 29 22 96 0 00 0 00 -26 31 25 64 0 00 0 00 12 26 31 25 65 0 00 0 00 -23 29 22 95 0 00 0 00 13 27 42 27 87 0 00 0 00 -30 49 30 55 0 00 0 00 14 30 49 30 56 0 00 0 00 -27 42 27 85 0 00 0 00 15 -12 41 -11 76 0 00 0 00 8 38 -8 16 0 00 0 00 16 -8 38 -8 15 0 00 0 00 12 41 -11 76 0 00 0 00 17 -6 87 -5 22 0 00 0 00 2 78 -1 61 0 00 0 00 18 -2 78 -1 61 0 00 0 00 6 87 -5 22 0 00 0 00 19 -8 58 -11 37 0 00 0 00 9 06 -8 54 0 00 0 00 20 -8 58 -11 37 0 00 0 00 9 06 -8 54 0 00 0 00 21 -9 06 -8 54 0 00 0 00 8 58 -11 37 0 00 0 00 22 -9 06 -8 54 0 00 0 00 8 58 -11 37 0 00 0 00 23 10 63 13 36 0 00 0 00 -17 39 15 40 0 00 0 00 24 17 39 15 40 0 00 0 00 -10 63 13 36 0 00 0 00 25 25 97 27 50 0 00 0 00 -31 00 29 05 0 00 0 00 26 31 00 29 05 0 00 0 00 -25 97 27 50 0 00 0 00 27 33 18 34 46 0 00 0 00 -38 21 36 02 0 00 0 00 28 38 21 36 03 0 00 0 00 -33 18 34 45 0 00 0 00 Page 382 Of 446 HC STEEL BUILDING SYSTEMS. INC. 4050 Design Summary Report DEFLECTIONS (in) Load Top Id Left Lateral Defl Of Col Right 37 -0 33 0 31 38 -0 33 0 31 39 -0 43 0 40 40 -0 43 0 40 41 -0 04 0 04 42 -0 04 0 04 43 0 02 -0 16 44 0 16 -0 02 45 -0 02 -0 11 46 0 11 0 02 47 -0 13 -0 30 48 -0 13 -0 30 49 0 42 0 67 50 -0 66 -0 42 51 -1 20 -0 79 52 0 79 1 20 DEFLECTIONS RATIO Load Id 37 38 Lateral Defl Top Of Col Left Right 578 622 578 622 Job No 4050 Customer Clallum Builders Exc Inc Description Vert Defl Midspan 3 -3 4 4 3 3 312 312 84 84 98 98 50 50 12 12 60 60 13 13 62 62 01 02 Vert Defl Midspan Westport Shipyard Cabinet modify Date Designed By JRS Checked By 8/ 5/08 8 27am 29 -1 42 1 26 0 00 0 00 -5 34 3 26 0 00 0 00 30 5 34 3 26 0 00 0 00 1 42 1 26 0 00 0 00 31 14 02 14 38 0 00 0 00 -14 02 14 38 0 00 0 00 32 28 49 28 28 0 00 0 00 -28 49 28 28 0 00 0 00 33 35 70 35 25 0 00 0 00 -35 70 35 23 0 00 0 00 34 1 97 2 26 0 00 0 00 -1 97 2 26 0 00 0 00 35 31 73 25 66 0 00 0 00 -31 66 34 88 0 00 0 00 36 31 65 34 88 0 00 0 00 -31 72 25 66 0 00 0 00 8/8/2008 Page 383 Of 446 lir A, HCI STEEL BUILDING SYSTEMS, INC. 4050 Design Summary Report 39 445 479 240 40 445 479 240 41 4418 4758 2383 42 4418 4758 2383 43 8741 1215 1070 44 1232 7986 1071 45 10945 1683 1992 46 1699 11641 1994 47 1443 638 1062 48 1443 638 1062 49 456 289 741 50 290 459 742 51 161 245 398 52 244 160 397 MAX DEFLECTION Type Deflect Span /Deflect Limit Live Vertical -3 52 341 180 Horizontal Drift 1 20 161 60 P -DELTA CHECK (Effective Length) Left Column 0 0338 Right Column 0 0312 Max first order drift (in) 1 29 Max second order drift (in) 1 35 Ratio second /first 1 04 4050 Flange Hole Check 8/ 5/08 8 27am OUTSIDE FLANGE CHECK Job No 4050 modify Customer Clallum Builders Exc Inc Date Description Westport Shipyard Cabinet Designed By Checked By Max Deflect Ratio 8/8/2008 JRS 8/ 5/08 8 27am Page 384 Of 446 r 1 r Ill HCI STEEL BUILDING SYSTEMS. INC. VERTICAL CLEARANCE Job No 4050 Customer Clallum Builders Exc Inc Description 4050 Rigid Frame Clearances Westport Shipyard Cabinet modify Date 8/8/2008 Designed By JRS Checked By 4050 Flange Hole Check 8/ 5/08 8 27am 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 6 000 0 313 0 625 1 008 15 0 03 1 1 1 4 2 6 000 0 313 0 625 1 008 15 0 09 1 1 1 6 3 6 000 0 313 0 625 1 008 4 0 76 2 2 2 9 1 6 000 0 313 0 625 1 008 4 0 78 2 2 2 11 2 6 000 0 313 0 625 1 008 35 0 60 2 2 2 13 3 6 000 0 313 0 625 1 008 30 0 13 2 2 2 15 4 6 000 0 313 0 625 1 008 30 0 15 2 3 3 18 5 6 000 0 250 0 625 1 008 30 0 19 2 3 3 20 6 6 000 0 250 0 625 1 008 19 0 26 2 4 4 23 7 6 000 0 500 0 625 1 008 19 0 26 2 4 4 25 8 6 000 0 500 0 625 1 008 19 0 27 2 4 4 27 9 6 000 0 500 0 625 1 008 19 0 24 2 4 4 29 10 6 000 0 500 0 625 1 008 15 0 20 3 5 5 32 1 6 000 0 500 0 625 1 008 16 0 20 3 5 5 34 2 6 000 0 500 0 625 1 008 21 0 24 3 5 5 36 3 6 000 0 500 0 625 1 008 21 0 27 3 5 5 38 4 6 000 0 500 0 625 1 008 21 0 26 3 6 6 41 5 6 000 0 250 0 625 1 008 21 0 26 3 6 6 43 6 6 000 0 250 0 625 1 008 29 0 19 3 7 7 46 7 6 000 0 313 0 625 1 008 29 0 15 3 7 7 48 8 6 000 0 313 0 625 1 008 29 0 13 3 7 7 50 9 6 000 0 313 0 625 1 008 36 0 60 3 7 7 52 10 6 000 0 313 0 625 1 008 3 0 78 4 8 8 55 1 6 000 0 313 0 625 1 008 3 0 76 4 8 8 57 2 6 000 0 313 0 625 1 008 16 0 09 4 8 8 59 3 6 000 0 313 0 625 1 008 16 0 03 Location Span X Coord Y Coord 8/ 5/08 8 27am Page 385 Of 446 r C HCI STEEL BUILDING SYSTEMS. INC. 4050 Rigid Frame Clearances Job No 4050 modify Customer Clallum Builders Exc Inc I Date 1 8/8/2008 Description Westport Shipyard Cabinet I Designed By JRS Checked By Left_Col 12'08 -04 4 04 -12" 12'08 -04" Right_Col 12'08 -04" 95'07 -04 12'08 -04" Midspan 17'11 -02" 50'00 -00 17'11 -02" HORIZONTAL CLEARANCE Location Span X Coordl X_Coord2 Left_Col Right_Col 91'02 -08" 4'04 -12" 95'07 -04" 4050 Rigid Frame Design Warnings No Warnings 8/ 5/08 8 27am 8/ 5/08 8 27am Page 386 Of 446 r L 1)JOBID '4050 HCI STEEL BUILDING SYSTEMS. INC. 4)DESIGN CODE *Design ---Steel_Code--- Code Cold Hot 'WS 'NAUS01' 'AISCO5' 5)DESIGN CONSTANTS ----Stress_Ratio---- Frame Col EP BP 1 03 1 03 1 03 1 03 7)DEFLECTION LIMITS Vertical Horizontal Live Total Total Seis Crane 180 0 0 0 60 0 50 0 100 0 Job No 4050 Customer Clallum Builders Exc Inc Description Westport Shipyard Cabinet *4050 Rigid Frame Design Input Echo 7/31/08 3 02pm 2)PROGRAM OPTIONS *Frame Frame Stress Frame No_Of End_Conn Splice Id Type Space Space Cycle Lt Rt Fix 3 'RF 5 00 25 00 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 'N' 'N' 'Y' 'T 8 00 50 00 'T 10 00 60 00 'N' 0 00 'Y "EL' Build Seismic Country Code Year Zone 'IBC "06"D 'D ---Strength_Factor--- Seismic Wind Frame SpcEP 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 Weak Axis 60 0 modify Date 8/8/2008 Designed By JRS Checked By Frame Frame Option Option Id 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 Y' '4' 'Y' 'Y' 'N' 'N' 'Y' 'N' N y y Page 387 Of 446 NCI STEEL BUILDING SYSTEMS, INC. 9)BUILDING SHAPE No X_Coord Y_Coord Offset Surf (ft) (ft) (in) 4 0 0000 17 0000 8 000 50 0000 21 1667 11 000 100 0000 17 0000 11 000 100 0000 0 0000 8 000 4 44 000 14 000 0 Job No (11)MEMBER SPLICES Surf No Splice Splice Id Splice Loc(ft) Type 1 0 2 2 0 0000 'PEE 20 0969 -EE 3 2 0 0000 -EE 30 0764 -EE 4 1 0 0000 'PEE 4050 Customer Clallum Builders Exc Inc Description Westport Shipyard Cabinet (10)MEMBER DEPTHS *Surf Depth(in) No Interior_Depths Id Start End Dep Loc(ft) Depth(in) 1 14 000 44 000 0 2 42 000 28 000 2 20 0969 20 000 30 0969 20 000 3 28 000 42 000 2 20 0764 20 000 30 0764 20 000 modify Date Designed Byl JRS Checked By (12)SEGMENT PLATES *No Surf Mem Seg Seg Member Flange PlateThickness(in) *Seg Id Id Id Len(ft) Part Wid 8 1 1 1 0 0000 8 00 0 3125 0 3125 0 5000 2 2 2 0 0000 8 00 0 3125 0 3125 0 5000 2 3 3 0 0000 8 00 0 1875 0 3125 0 5000 2 4 4 0 0000 8 00 0 1644 0 5000 0 3125 3 5 5 0 0000 8 00 0 1644 0 5000 0 3125 3 6 6 0 0000 8 00 0 1875 0 3125 0 5000 3 7 7 0 0000 8 00 0 3125 0 3125 0 5000 4 8 8 0 0000 8 00 0 3125 0 3125 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 8/8/2008 Page 388 Of 446 1 r 1 r I L NCI STEEL BUILDING SYSTEMS. INC. 0 Customer I Clallum Builders Exc Inc l Date l 8/8/2008 Description) Westport Shipyard Cabinet l Designed Byl JRS Checked By (14)TAPERED INTERIOR COLUMNS *Col Col Depth No Start Web 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 25 00 0 0000 Left Column 2 0 00 25 00 0 0000 Right Column (16)BASE DISPLACEMENT *Base Displace Spring Id Opt Dir (in) (k /in) 0 0 000 0 000 (17)WALL GIRTS *Surf Girt Girt Girt Id Type Size Depth 1 'ZB' '8Z25U16 8 00 4 'ZB' '8Z25U16 8 00 Job No 4050 modify (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' '11Z25U14' 11 00 0 00 2 875 10 1 000 0 3 'ZB' '11Z25U14' 11 00 0 00 2 875 10 1 000 0 (19)FLANGE BRACES Surf No Flange_Brace_At Id Brace Girt /Purlin Number 1 3 1 2 3 2 10 1 2 3 4 3 10 1 2 3 4 4 3 1 2 3 (20)SIDEWALL EXTENSIONS *Surf No Ext Extension_Size Id Ext Id Type Elev Width Slope 1 0 4 0 Girt Girt Bay No Proj Lap Id Girt Location(ft) 0 00 1 875 5 3 3 6667 7 3333 11 8333 0 00 1 875 4 3 3 6667 7 3333 11 8333 5 6 7 8 9 10 5 6 7 8 9 10 -Facia Size Load Elev Height Slope Width Page 389 Of 446 (21)EXTENSION LOADS *Ext Dead Collat Live Snow Windl_Coeff Wind2_Coeff Long_Wind Facia_Wind Seis 1 r NCI STEEL BUILDING SYSTEMS. INC. *Id psf psf psf (22)BASIC LOADS Basic Deflection Dead Live Snow Collat Wind Load Ratio Temperature psf psf psf psf psf Snow Wind Seis Change 2 50 20 00 25 00 8 00 18 93 1 00 1 00 1 00 0 0 (23)BASIC LOADS AT EAVE Seismic- Load SpcEP k k 6 29 14 52 (24)WIND COEFFICIENTS Surf Wind_1 Wind_2 Id Left Right Left Right 1 0 23 -0 50 0 62 -0 12 2 -0 87 -0 55 -0 51 -0 19 3 -0 55 -0 87 -0 19 -0 51 4 -0 50 0 23 -0 12 0 62 (25)LONGITUDINAL BRACING LOADS -Wind Horiz Vert 0 72 0 42 0 72 0 42 Job No 1 4050 Customer I Clallum Builders Exc Inc Description) Westport Shipyard Cabinet psf Left Right Left Right Left Right Left Right k Weak_Axis L Wind Seis k k 0 00 0 00 Seismic Horiz Vert Weak_Axis R Wind Seis k k 0 00 0 00 20 65 12 05 Left Column 20 65 12 05 Right Column Torsion Wind Seis k k 0 00 0 00 Long_Wind Surface 1 2 Friction 0 63 -0 63 0 00 0 87 -0 55 0 00 -0 55 -0 87 0 00 0 63 -0 63 0 00 modify Date Designed Byl JRS Checked By EW_Brace Wind Seis k k 0 00 0 00 8/8/2008 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 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 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 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 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 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 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 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 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 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 Page 390 Of 446 (26)DESIGN LOADS Strength Load_Coefficients *Load -Wind 1- Wind LongWind Seismic Aux Load *No Id Dead Coll Live Snow Lt Rt Lt Rt 1 2 Long Tran Id Coeff 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 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 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 (Description HCI STEEL BUILDING SYSTEMS. INC. 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 1 1 0 0 0 0 0 0 0 0 1 1 1 1 1 1 0 0 1 1 1 0 1 1 00 00 60 60 60 60 60 60 60 60 14 14 10 10 10 10 46 46 14 10 10 46 00 00 1 1 0 0 0 0 0 0 0 0 1 1 1 1 1 1 0 0 1 1 1 0 1 1 00 00 00 00 00 00 00 00 00 00 14 14 10 10 10 10 00 00 14 10 10 00 00 00 *Load *No Id Dead Coll 16 37 1 00 1 00 38 1 00 1 00 39 1 00 1 00 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 49 1 00 1 00 50 1 00 1 00 51 0 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 00 00 00 00 00 00 00 00 00 00 00 00 75 75 00 00 00 00 00 75 00 00 00 00 Job No Customer 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 *(27)DESIGN LOADS Deflection 75 75 00 00 00 00 00 00 00 00 00 00 00 00 75 75 00 00 00 00 75 00 00 00 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4050 Clallum Builders Exc Inc Westport 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 0 0 0 1 0 0 0 0 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 00 00 00 00 00 00 00 00 Shipyard Cabinet 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 75 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 Load Coefficients 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 75 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 Wind_1- -Wind 2- Live Snow Lt Rt Lt Rt 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 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 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 00 0 00 0 00 0 70 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 00 0 70 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 0 00 0 00 0 00 0 00 0 00 0 00 0 0 0 0 0 0 1 -1 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 00 00 00 00 00 00 00 00 modify Date Designed By Checked By 0 00 0 00 0 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 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 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 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 70 0 00 -0 70 0 00 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 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 00 00 70 52 52 70 00 00 8/8/2008 JRS 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Page 391 Of 446 00 00 00 00 00 00 00 00 00 00 70 70 52 52 52 52 70 70 00 00 00 00 00 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 1 1 00 2 1 00 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 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 0 00 0 00 0 0 00 0 00 0 00 0 0 00 0 00 0 70 0 0 00 0 00 -0 70 0 0 00 0 00 0 00 1 1 00 r r NCI STEEL BUILDING SYSTEMS, INC. *(28)DESIGN LOADS Special *Load *No Id Dead Coll Live Snow 6 53 1 39 1 39 0 00 0 20 54 1 39 1 39 0 00 0 20 55 0 71 0 00 0 00 0 00 56 0 71 0 00 0 00 0 00 57 1 39 1 39 0 00 0 20 58 0 71 0 00 0 00 0 00 *(29)AUXILARY LOADS *No Aux Aux *Aux Id Name 2 1 'F3UNB SL 1' 2 'F3UNB SL 3' *(30)ADDITIONAL LOADS *No Add Surf Basic Load *Add Id Id Type Type 4 1 2 'D 2 3 3 3 4 2 (31)FLOOR BEAMS Bay No Beam Id Beam Id 1 0 Beam Ht Job No 4050 modify r Ili Customer Clallum Builders Exc Inc Date 1 8/8/2008 (Description Westport Shipyard Cabinet Designed B11 JRS Checked By 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 Load Coefficients Wind_1- Wind_2- Lt Rt Lt Rt 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 No Add Add Comb Loads Id Coeff 3 1 0 30 2 1 00 3 0 42 'D 'D 'D 3 2 0 30 1 1 00 4 0 42 Fx W1 0 621 0 621 0 621 0 621 Con_Type Lt Rt Fy W2 0 621 0 621 -0 621 0 621 Con_Loc Lt Rt Mom Co 0 08 0 08 0 08 0 08 Long_Wind 1 2 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 Dx Dll 0 000 0 000 0 000 29 786 Beam Properties Area Ixx Page 392 Of 446 1 00 Seismic Aux_Load Long Tran Id Coeff 0 00 1 00 0 0 00 0 00 -1 00 0 0 00 0 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 Dy Conc D12 Dist 50 173 50 173 20 387 50 173 HCI STEEL BUILDING SYSTEMS. INC. (32)CABLES Bay No Cable Cable Cable Cable Id Cable Id Level Type Area (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 0 1 0 (34)FRAME LINES No *Line Frame_Line_Id 4 3 4 5 6 (35)DESIGN PLATES *No Plate Plate_Size- Bolt Bolt Top Bottom *Plt Type Id Width Thick Dia Gage Row Space Row Space 0 (36)SPECIAL FAB DATA No Piece Piece *Piece Id Key 0 Job No Customer (Description (37)ENDWALL COLUMNS *Wall Expand_EW No Column Column Id Use Offset Column Locate Offset 1 'Y 30 000 0 3 'Y 4 000 0 Code file used was RF IBC 06 Version 3 0 4050 Rigid Frame Design Code 4050 modify Clallum Builders Exc Inc I Date Westport Shipyard Cabinet *DS RFDEP Siz *Surface Span Required- Selected Id Id Type Span Type Span #Depth #Splice 1 1 W 17 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 17 0 No record selected Designed Byl IRS Checked By 8/8/2008 8/ 5/08 8 27am Page 393 Of 446 L HCI STEEL BUILDING SYSTEMS, INC. 4050 Rigid Frame Design Code STRUCTURAL CODE Design Basis Hot Rolled Steel Cold Formed Steel BUILDING CODE Wind Code Year Seismic Zone MODULUS OF ELASTICITY Hot Rolled Steel 29000 (ksi) Cold Formed Steel 29500 (ksi) 4050 Base Plate and Anchor Bolt Design BASE PLATE BOLT SIZE Column_Base Loc Typ Depth Left P 14 8 Right P 14 8 BASE REACTIONS Column Max_Comp- Loc Ld Fy(k) Left 4 47 3 Right 3 47 3 WELDS Job No Ili Customer (Description WS AISCO5 NAUS01 IBC 06 D --Plate_Size(in)-- Width Length Thick 8 0 14 81 0 500 8 0 14 81 0 500 Max_Tens- Max_Shear Ld Fy(k) Ld Fx (k 15 -15 6 3 16 -15 6 4 4050 modify Clallum Builders Exc Inc I Date 1 8/8/2008 Westport Shipyard Cabinet Designed Sy JRS Checked By Bolts(A307) Row Diam Gage 3 1 000 4 00 3 1 000 4 00 Weak_Axis Tens Moment 47 7 0 0 0 0 47 7 0 0 0 0 8/ 5/08 8 27am 8/ 5/08 8 27am Page 394 Of 446 r HCI STEEL BUILDING SYSTEMS, INC. Job No! 4050 Customer! Clallum Builders Exc Inc Description! Westport Shipyard Cabinet 4050 Bolted- End -Plate Design ---Unity_Check--- Splice Thick Dia_Required EP Bolt Bolt Id Typ Req Top Bot Bend Top Bot 1 PEE 0 87 1 055 0 691 0 75 0 88 0 38 2 -EE 0 67 0 852 0 552 0 80 0 95 0 40 3 -EE 0 57 0 454 0 732 0 83 0 37 0 95 4 -EE 0 67 0 852 0 552 0 80 0 95 0 40 5 PEE 0 87 1 055 0 691 0 75 0 88 0 38 WELDS modify Date 8/8/2008 Designed By! JRS Checked By 4050 Base Plate and Anchor Bolt Design 8/ 5/08 8 27am 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 F1 0 97 2 78 0 188 F1 0 97 2 78 0 188 F2 1 70 2 78 Right 0 188 F1 0 97 2 78 0 188 F1 0 97 2 78 0 188 F2 1 70 2 78 8/ 5/08 8 27am 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 PEE 1- 2 42 00 8 0 1 000 Top 4 51 39 576 2 1 125 4 00 4 00 Bot 15 -16 -13 182 2 1 125 4 00 4 00 2 -EE 2- 3 20 00 8 0 0 750 Top 35 42 19 181 2 0 875 4 00 3 50 Bot 22 -18 -6 56 2 0 875 4 00 3 50 3 -EE 4- 5 28 10 8 0 0 625 Top 15 -16 1 53 2 0 750 4 00 3 50 Bot 3 48 0 186 2 0 750 4 00 3 50 4 -EE 6- 7 20 00 8 0 0 750 Top 36 42 -19 181 2 0 875 4 00 3 50 Bot 20 -18 6 56 2 0 875 4 00 3 50 5 PEE 7- 8 42 00 8 0 1 000 Top 3 51 -39 576 2 1 125 4 00 4 00 Bot 16 -16 13 182 2 1 125 4 00 4 00 Outside Flange_To_Bep Inside_Flange_To_Bep Web_To_Bep Splice Shear(k /in) Shear(k /in) Shear(k /in) Page 395 Of 446 hi Customer Job No (Description HCI STEEL BUILDING SYSTEMS. INC. 4050 Bolted End -Plate Design 8/ 5/08 8 27am Id Side Size Typ Calc Rn /sf Size Typ Calc Rn /sf Size Typ Calc Rn /sf 1 L 0 438 F2 5 75 6 50 0 188 F2 2 20 2 78 0 188 F2 0 46 2 78 1 R 0 375 F2 5 16 5 57 0 188 F2 2 26 2 78 0 188 F2 0 46 2 78 2 L 0 313 F2 4 51 4 64 0 188 F2 1 79 2 78 0 188 F2 0 47 2 78 2 R 0 375 F2 5 14 5 57 0 188 F2 1 93 2 78 0 188 F2 0 47 2 78 3 L 0 188 F2 1 26 2 78 0 250 F2 3 60 3 71 0 188 F2 0 03 2 78 3 R 0 188 F2 1 26 2 78 0 250 F2 3 60 3 71 0 188 F2 0 03 2 78 4 L 0 375 F2 5 14 5 57 0 188 F2 1 93 2 78 0 188 F2 0 47 2 78 4 R 0 313 F2 4 51 4 64 0 188 F2 1 79 2 78 0 188 F2 0 47 2 78 5 L 0 375 F2 5 16 5 57 0 188 F2 2 26 2 78 0 188 F2 0 46 2 78 5 R 0 438 F2 5 75 6 50 0 188 F2 2 20 2 78 0 188 F2 0 46 2 78 4050 Stiffener Report 8/ 5/08 8 27am Stiffener Yield 50 0 (ksi) STIFFENER SIZE Stiffener Web(in) -Stiffener_Size(in)- Location No Depth Thick Width Thick Length Left Col 1 44 00 0 313 4 00 0 250 44 00 Right Col 1 44 00 0 313 4 00 0 250 44 00 Left Web 1 44 00 0 313 4 00 0 250 56 96 Right Web 1 44 00 0 313 4 00 0 250 56 96 STIFFENER DESIGN 4050 modify Clallum Builders Exc Inc I Date 8/8/2008 Westport Shipyard Cabinet Designed By JRS Checked By Stiffener Tension(k) Compression(k) Max Location Load Calc Pn /sf Load Calc Pn /sf UC Left Col 15 39 4 59 9 4 125 1 133 0 0 94 Right Col 16 39 4 59 9 3 125 1 133 0 0 94 Left Web 4 0 0 59 9 4 19 3 126 6 0 15 Page 396 Of 446 r L J HCI STEEL BUILDING SYSTEMS. INC. Job No 4050 111 1 Customer! Clallum Builders Exc Inc Description Westport Shipyard Cabinet 4050 Stiffener Report 8/ 5/08 8 27am Right Web 3 0 0 59 9 3 19 3 126 6 0 15 WELDS modify 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 0 375 F2 2 46 5 57 0 188 F1 1 42 2 78 Right Col 0 375 F2 2 46 5 57 0 188 F1 1 42 2 78 Left Web 0 188 F2 0 00 2 78 0 188 F1 0 17 2 78 Right Web 0 188 F2 0 00 2 78 0 188 F1 0 17 2 78 Flange Brace Yield= 50 0 ksi Girt /Purlin Yield= 55 0 ksi Flange Brace Bolt 0 500 (A325) 4 0 Date 8/8/2008 Designed By JRS Checked By 4050 Flange Brace Report 8/ 5/08 8 27am Surf No Web Brace Calc Brace_UC Conn Id Brace Loc Side Part Depth Dist Force Comp Tens UC 1 0 2 4 1 2 L2x 105 40 75 34 50 1 82 0 69 0 33 0 41 4 2 L2x 075 20 58 22 50 1 34 0 70 0 52 0 30 8 2 L2x 075 23 73 22 50 1 25 0 68 0 48 0 28 10 2 L2x 075 27 71 22 50 1 01 0 58 0 39 0 23 3 4 1 2 L2x 075 27 71 22 50 1 01 0 58 0 39 0 23 3 2 L2x 075 23 73 22 50 1 25 0 68 0 48 0 28 7 2 L2x 075 20 58 22 50 1 34 0 70 0 52 0 30 10 2 L2x 105 40 75 34 50 1 82 0 69 0 33 0 41 Page 397 Of 446 NCI STEEL BUILDING SYSTEMS, INC. 4050 Weld Report Web To Flange 4050 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 1 4 2 73 0 188 2 78 F 1 2 2 16 4 0 88 0 188 2 78 F 1 3 3 17 4 1 04 0 188 2 78 F 1 4 4 22 4 0 68 0 188 2 78 F 1 5 5 39 3 0 68 0 188 2 78 F 1 6 6 44 3 1 04 0 188 2 78 F 1 7 7 45 3 0 88 0 188 2 78 F 1 8 8 60 3 2 73 0 188 2 78 F 1 4050 Special Segment Report FLANGE PLATE (a) Initial Required Width Thick Width Thick Locate (in) (in) (in) (in) Lt Col 8 0 0 313 8 0 0 375 Rt Col 8 0 0 313 8 0 0 375 WEB PLATE (b) 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 53 0 575 8 138 0 123 8 14 2 0 313 Diagonal Rt Col 3 53 0 575 8 138 0 123 8 14 2 0 313 Diagonal (a)DS BUILD(frame37) =4 Job No Customer Description see help 4050 modify Clallum Builders Exc Inc I Date Westport Shipyard Cabinet I Designed By Checked By 8/8/2008 JRS 8/ 5/08 8 27am 8/ 5/08 8 27am 8/ 5/08 8 27am Page 398 Of 446 Job No l 4050 modify y I Customer I Clallum Builders Exc Inc I Date 8/8/2008 1 Description 1 Westport Shipyard Cabinet Designed Byl JRS HCI STEEL BUILDING SYSTEMS, INC. Checked By (b)DS_BUILD(frame36) =4 see help 4050 Design Summary Report FRAME Id 3 Type RF Line Id= 3 4 5 6 MEMBERS Mem Segl Flange IWeb_Depthl Plate_Thickness I Max_UCV I Max_UCO I Max_UCI Id Id I Len WidlStrt End' Web 0 -flg I- flglId Ld UcvlId Ld Ucolld Ld Uci 1 1 16 1 8 0 14 0 44 0 0 313 0 313 0 500 7 2 2 16 1 8 0 42 0 20 0 0 313 0 313 0 500 8 3 3 10 0 8 0 20 0 20 0 0 188 0 313 0 500 17 4 4 20 0 8 0 20 0 28 0 0 164 0 500 0 313 22 5 5 20 0 8 0 28 0 20 0 0 164 0 500 0 313 39 6 6 10 0 8 0 20 0 20 0 0 188 0 313 0 500 44 7 7 16 1 8 0 20 0 42 0 0 313 0 313 0 500 53 8 8 16 1 8 0 44 0 14 0 0 313 0 313 0 500 54 LOAD COMBINATIONS 3 DL +CL +SL 4 DL +CL +SL 35 DL +CL +AUX1 36 DL +CL +AUX2 WEIGHTS Member Weight (lb) 1 2 3 4 5 6 7 8 898 888 349 708 708 349 888 898 Total Weight (lb) Frame Members 5686 Interior Col 0 Conn Plates 743 Base Plates 34 8/ 5/08 8 27am 4 0 79 7 4 0 74 7 4 0 92 4 0 62 9 4 0 86 10 35 0 98 4 0 86 21 36 0 80 17 35 0 95 4 0 82 26 36 0 91 25 36 0 75 3 0 82 35 35 0 91 36 35 0 75 3 0 86 40 35 0 80 44 36 0 95 3 0 62 52 3 0 86 51 36 0 98 3 0 79 54 3 0 74 54 3 0 92 Page 399 Of 446 lIiii Job No 4050 modify t I Customer I Clallum Builders Exc Inc I Date 8/8/2008' C IDescription 1 Westport Shipyard Cabinet I Designed By JRS HCI STEEL BUILDING SYSTEMS, INC. Checked By 4050 Design Summary Report REACTIONS (Sidewall Columns) Trans Stiff 0 6463 Load Left_Column Right_Column Id Fx(k) Fy(k) Fz(k) M(f -k) Fx(k) Fy(k) Fz(k) M(f -k) 8/ 5/08 8 27am 1 41 30 40 98 0 00 0 00 -41 30 41 05 0 00 0 00 2 41 30 41 05 0 00 0 00 -41 30 40 98 0 00 0 00 3 47 71 47 22 0 00 0 00 -47 71 47 31 0 00 0 00 4 47 71 47 31 0 00 0 00 -47 71 47 22 0 00 0 00 5 5 28 5 97 0 00 0 00 -5 28 5 98 0 00 0 00 6 5 28 5 98 0 00 0 00 -5 28 5 97 0 00 0 00 7 20 45 20 41 0 00 0 00 -24 38 23 91 0 00 0 00 8 24 38 23 91 0 00 0 00 -20 45 20 41 0 00 0 00 9 25 77 26 80 0 00 0 00 -29 76 30 31 0 00 0 00 10 29 76 30 31 0 00 0 00 -25 77 26 80 0 00 0 00 11 25 27 25 10 0 00 0 00 -29 20 28 60 0 00 0 00 12 29 20 28 60 0 00 0 00 -25 27 25 10 0 00 0 00 13 30 59 31 49 0 00 0 00 -34 58 34 99 0 00 0 00 14 34 58 34 99 0 00 0 00 -30 59 31 49 0 00 0 00 15 -16 15 -15 55 0 00 0 00 10 91 -10 88 0 00 0 00 16 -10 91 -10 88 0 00 0 00 16 15 -15 55 0 00 0 00 17 -9 02 -7 04 0 00 0 00 3 70 -2 35 0 00 0 00 18 -3 70 -2 35 0 00 0 00 9 02 -7 04 0 00 0 00 19 -11 18 -15 47 0 72 0 00 11 81 -11 80 0 72 0 00 20 -11 15 -14 63 0 00 0 00 11 78 -10 96 0 00 0 00 21 -11 81 -11 80 0 72 0 00 11 18 -15 47 0 72 0 00 22 -11 78 -10 96 0 00 0 00 11 15 -14 63 0 00 0 00 23 13 39 16 93 0 00 0 00 -22 19 19 59 0 00 0 00 24 22 19 19 59 0 00 0 00 -13 39 16 93 0 00 0 00 25 33 17 35 35 0 00 0 00 -39 71 37 38 0 00 0 00 26 39 71 37 38 0 00 0 00 -33 17 35 35 0 00 0 00 27 37 98 40 04 0 00 0 00 -44 52 42 07 0 00 0 00 28 44 52 42 07 0 00 0 00 -37 98 40 04 0 00 0 00 29 -1 98 1 44 0 00 0 00 -6 82 4 06 0 00 0 00 30 6 82 4 06 0 00 0 00 1 98 1 44 0 00 0 00 31 17 79 9 82 14 45 0 00 -17 79 9 82 14 45 0 00 32 36 44 30 10 10 74 0 00 -36 44 30 10 10 74 0 00 Page 400 Of 446 )1i HCTEEL BUILDING SYSTEMS, INC. 4050 Design Summary Report 33 41 25 34 79 10 74 0 00 -41 25 34 79 10 74 0 00 34 2 43 -5 68 14 45 0 00 -2 43 -5 68 14 45 0 00 35 40 60 33 02 0 00 0 00 -40 51 44 98 0 00 0 00 36 40 51 44 98 0 00 0 00 -40 60 33 02 0 00 0 00 DEFLECTIONS (in) Lateral Defl Load Top Of Col Id Left Right 37 -0 36 0 33 38 -0 36 0 33 39 -0 42 0 38 40 -0 42 0 38 41 -0 05 0 04 42 -0 05 0 04 43 0 04 -0 16 44 0 16 -0 04 45 -0 01 -0 11 46 0 11 0 01 47 -0 13 -0 31 48 -0 13 -0 31 49 0 44 0 70 50 -0 70 -0 44 51 -1 21 -0 77 52 0 77 1 21 DEFLECTIONS RATIO Lateral Defl Load Top Of Col Vert Defl Id Left Right Midspan 37 531 585 289 38 531 585 289 39 460 506 250 40 460 506 250 41 4214 4648 2290 42 4214 4648 2290 Job No 4050 Customer Clallum Builders Exc Inc Description Westport Shipyard Cabinet Vert Defl Midspan -4 15 4 15 4 79 4 79 -0 52 0 52 1 21 1 21 0 65 0 65 1 21 1 21 1 71 1 71 -3 17 3 17 modify Date 8/8/2008 Designed By IRS Checked By 8/ 5/08 8 27am Page 401 Of 446 r HCI STEEL BUILDING SYSTEMS. INC. 43 5094 1222 989 44 1222 5094 989 45 34159 1743 1853 46 1743 34161 1853 47 1519 623 989 48 1520 623 988 49 434 274 700 50 274 434 700 51 159 250 378 52 250 159 378 P -DELTA CHECK (Effective Length) Left Column 0 0494 Right Column 0 0494 Max first order drift (in) 1 31 Max second order drift (in) 1 37 Ratio second /first 1 04 OUTSIDE FLANGE CHECK Job No 4050 Customer Clallum Builders Exc Inc Description Westport Shipyard Cabinet 4050 Design Summary Report MAX DEFLECTION Type Deflect Span /Deflect Limit Live Vertical -3 23 372 180 Horizontal Drift 1 21 160 60 Max Deflect Ratio modify Date Designed By Checked By 8/8/2008 JRS 8/ 5/08 8 27am 4050 Flange Hole Check 8/ 5/08 8 27am Eff Net/ Surf Mem Seg Sec Girt/ Flange Hole Gross Max UC Page 402 Of 446 r r Job No 4050 modify Customer Clallum Builders Exc Inc Date 8/8/2008 Description Westport Shipyard Cabinet Designed Byl JRS HCI STEEL BUILDING SYSTEMS. INC. Checked By 4050 Flange Hole Check 8/ 5/08 8 27am Id Id Id Id Purlin Width Thick Dia Limit Load UC 1 1 1 2 1 8 000 0 313 0 625 1 074 15 0 04 1 1 1 4 2 8 000 0 313 0 625 1 074 15 0 12 1 1 1 6 3 8 000 0 313 0 625 1 074 28 0 69 2 2 2 9 1 8 000 0 313 0 625 1 074 28 0 83 2 2 2 11 2 8 000 0 313 0 625 1 074 24 0 35 2 2 2 13 3 8 000 0 313 0 625 1 074 30 0 14 2 2 2 15 4 8 000 0 313 0 625 1 074 30 0 16 2 3 3 18 5 8 000 0 313 0 625 1 074 30 0 17 2 3 3 20 6 8 000 0 313 0 625 1 074 19 0 27 2 4 4 23 7 8 000 0 500 0 625 1 074 19 0 28 2 4 4 25 8 8 000 0 500 0 625 1 074 20 0 28 2 4 4 27 9 8 000 0 500 0 625 1 074 20 0 25 2 4 4 29 10 8 000 0 500 0 625 1. 074 15 0 21 3 5 5 32 1 8 000 0 500 0 625 1 074 16 0 21 3 5 5 34 2 8 000 0 500 0 625 1 074 22 0 25 3 5 5 36 3 8 000 0 500 0 625 1 074 22 0 28 3 5 5 38 4 8 000 0 500 0 625 1 074 21 0 28 3 6 6 41 5 8 000 0 313 0 625 1 074 21 0 27 3 6 6 43 6 8 000 0 313 0 625 1 074 29 0 17 3 7 7 46 7 8 000 0 313 0 625 1 074 29 0 16 3 7 7 48 8 8 000 0 313 0 625 1 074 29 0 14 3 7 7 50 9 8 000 0 313 0 625 1 074 23 0 35 3 7 7 52 10 8 000 0 313 0 625 1 074 27 0 83 4 8 8 55 1 8 000 0 313 0 625 1 074 27 0 69 4 8 8 57 2 8 000 0 313 0 625 1 074 16 0 12 4 8 8 59 3 8 000 0 313 0 625 1 074 16 0 04 4050 Rigid Frame Clearances VERTICAL CLEARANCE Location Span X_Coord Y_Coord Left_Col 12'10 -04" 4'04 -13" 12'10 -04 Right_Col 12'10 -04" 95'07 -03" 12'10 -04" Midspan 17'10 -01" 50'00 -00" 17'10 -01 8/ 5/08 8 27am Page 403 Of 446 r L NCI STEEL BUILDING SYSTEMS. INC. 4050 Rigid Frame Clearances HORIZONTAL CLEARANCE Location Job No Customer Description No Warnings 4050 modify Clallum Builders Exc Inc 1 Date Westport Shipyard Cabinet Span X Coordl X Coord2 Left_Col Right_Col 91'02 -08 4'04 -12 95'07 -04 4050 Rigid Frame Design Warnings Designed By JRS Checked By 8/8/2008 8/ 5/08 8 27am 8/ 5/08 8 27am Page 404 Of 446 Customer Clallum Builders Exc Inc Description Westport Shipyard Cabinet HCI STEEL BUILDING SYSTEMS. INC. *4050 Rigid Frame Design Input 8/ 1/08 4 08pm 1)JOBID '4050 2)PROGRAM OPTIONS *Frame Frame Stress Frame No End_Conn Splice Id Type Space Space Cycle Lt Rt Fix Option Option_Id 4 'RF 5 00 25 00 7 'P "P 1 00 3)ANALYSIS OPTIONS *Plate Depth Frame Column_Dep_Opt(in) Rafter_Dep_Opt(in) Web_Stiffener P_Delta Opt Opt Sym Type Min Max Type Min Max Use Ratio Side 'N' 'N' 'Y' 'T 8 00 50 00 'T 10 00 60 00 'N' 0 00 'Y' 'EL' 4)DESIGN CODE *Design ---Steel_Code--- Code Cold Hot 'WS' 'NAUS01' 'AISCO5' 5)DESIGN CONSTANTS Frame Col EP BP 1 03 1 03 1 03 1 03 Job No 4050 Build Seismic Country Code Year Zone 'IBC "06"D 'D ---Strength_Factor--- Seismic Wind Frame SpcEP 1 0000 1 7000 1 7000 7)DEFLECTION LIMITS Vertical Horizontal Weak Live Total Total Seis Crane Axis 180 0 0 0 60 0 50 0 100 0 60 00 9)BUILDING SHAPE No X_Coord Y_Coord Offset modify 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 Date 8/8/2008 Designed Byl JRS Checked By 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 Y 4 Y Y' 'N' 'N' 'Y' 'N' N Y Y Page 405 Of 446 HCI STEEL BUILDING SYSTEMS. INC. 4 43 000 18 000 0 Job No Surf (ft) (ft) (in) 4 0 0000 17 0000 8 000 50 0000 21 1667 11 000 100 0000 17 0000 11 000 100 0000 0 0000 8 000 (10)MEMBER DEPTHS *Surf Depth(in) No Interior_Depths Id Start End Dep Loc(ft) Depth(in) 1 18 000 43 000 0 2 40 000 26 000 2 20 0969 21 000 30 0969 21 000 3 26 000 40 000 2 20 0764 21 000 30 0764 21 000 (11)MEMBER SPLICES Surf No Splice Splice Id Splice Loc(ft) Type 1 0 2 2 0 0000 'PEE 20 0969 -EE 3 2 0 0000 -EE 30 0764 -EE 4 1 0 0000 'PEE 0 (14)TAPERED INTERIOR COLUMNS 4050 Customer Clallum Builders Exc Inc Description) Westport Shipyard Cabinet modify Date 1 8/8/2008 Designed Byl IRS Checked By (12)SEGMENT PLATES *No Surf Mem Seg Seg Member Flange PlateThickness(in) *Seg Id Id Id Len(ft) Part Wid 8 1 1 1 0 0000 8 00 0 3750 0 3750 0 7500 2 2 2 0 0000 8 00 0 3125 0 6250 1 0000 2 3 3 0 0000 8 00 0 2500 0 3125 0 6250 2 4 4 0 0000 8 00 0 1875 0 5000 0 3750 3 5 5 0 0000 8 00 0 1875 0 5000 0 3750 3 6 6 0 0000 8 00 0 2500 0 3125 0 6250 3 7 7 0 0000 8 00 0 3125 0 6250 1 0000 4 8 8 0 0000 8 00 0 3750 0 3750 0 7500 (13)INTERIOR COLUMNS No Col Col Col Col Connection Rafter Unbrace_Length Col Col Col Id Type Rot Loc Bot Top Opt Major Minor Set Size Page 406 Of 446 Id 1 2 HCI STEEL BUILDING SYSTEMS, INC. *Col Col Depth No Start Web_Depth Id Shape Min Max Mem Locate Start End (15)BASE ELEVATION /WALL OPTIONS *Base Base Frame Open Elev 0 00 0 00 (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 'ZB' '8Z25U16 4 'ZB' '8Z25U16 (18)ROOF PURLINS *Surf Purl Purl Purl Purl Id Type Size Depth Project 2 'ZB' '11Z25U14' 11 00 0 00 3 'ZB' '11Z25U14' 11 00 0 00 (19)FLANGE BRACES Surf No Id Brace 1 3 2 10 3 10 4 3 (21)EXTENSION LOADS *Ext Dead Collat Live *Id psf psf psf (22)BASIC LOADS Space 25 00 25 00 Job No 4050 Customer Clallum Builders 1 Descriptionl Height 0 0000 0 0000 Girt Girt Depth Project 8 00 0 00 8 00 0 00 Flange_Brace_At Girt /Purlin_Number 1 2 3 1 2 3 4 1 2 3 4 1 2 3 (20)SIDEWALL EXTENSIONS *Surf No Ext Attach Beam Id Ext Id Type Elev Width 1 0 4 0 Westport Shipyard Cabinet Left Column Right Column Girt Bay No Lap Id Girt 1 875 2 3 1 875 7 3 5 6 7 8 9 10 5 6 7 8 9 10 Snow Windl_Coeff psf Left Right Exc Inc Web Thick Purl No Peak Set Of Lap Purlin Space Space 2 875 10 1 000 0 2 875 10 1 000 0 modify Date 8/8/2008 Designed By JRS Checked By Flg OS_Flg IS_Flg Width Thick Thick Location(ft) 3 6667 7 3333 11 8333 3 6667 7 3333 11 8333 Set_Space- Space No Facia /Parapet Load Slope Elev Height Slope Width Page 407 Of 446 Wind2_Coeff Long_Windl Fac /Par_Wind Left Right Left Right Left Right Job No hi r 1 Customer (Description NCI STEEL BUILDING SYSTEMS, INC. (23)BASIC LOADS AT EAVE Seismic Weak_Axis L Load SpcEP Wind Seis k k k k 6 28 14 48 0 00 0 00 (24)WIND COEFFICIENTS Surf Wind_1 Wind_2 Id Left Right Left Right 1 0 32 -0 67 0 83 -0 16 2 -0 87 -0 55 -0 51 -0 19 3 -0 55 -0 87 -0 19 -0 51 4 -0 67 0 32 -0 16 0 83 (26)DESIGN LOADS *Load *No Id Dead Coll 36 1 1 00 1 00 2 1 00 1 00 3 1 00 1 00 4 1 00 1 00 5 1 00 0 00 6 1 00 0 00 7 1 00 1 00 8 1 00 1 00 9 1 00 1 00 10 1 00 1 00 11 1 00 1 00 12 1 00 1 00 13 1 00 1 00 14 1 00 1 00 15 0 60 0 00 16 0 60 0 00 Live Snow 1 00 0 00 1 00 0 00 0 00 1 00 0 00 1 00 0 00 0 00 0 00 0 00 0 75 0 00 0 75 0 00 0 75 0 00 0 75 0 00 0 00 0 75 0 00 0 75 0 00 0 75 0 00 0 75 0 00 0 00 0 00 0 00 4050 Clallum Builders Exc Inc Westport Shipyard Cabinet Weak_Axis R Wind Seis k k 0 00 0 00 Long_Wind_l Surface Lt Rt Friction -0 63 -0 63 0 00 0 87 -0 55 0 00 0 55 -0 87 0 00 0 63 -0 63 0 00 (25)LONGITUDINAL BRACING LOADS -Wind Seismic Horz Vert Horz Vert 0 72 0 42 20 65 12 05 Left Column 0 72 0 42 20 65 12 05 Right Column Load Coefficients Torsion Wind Seis k k 0 00 0 00 Wind 1 -Wind 2- Lt Rt Lt Rt 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 0 75 0 00 0 00 0 00 0 00 0 75 0 00 0 00 0 00 0 00 0 75 0 00 0 00 0 00 0 00 0 75 0 75 0 00 0 00 0 00 0 00 0 75 0 00 0 00 0 00 0 00 0 75 0 00 0 00 0 00 0 00 0 75 1 00 0 00 0 00 0 00 0 00 1 00 0 00 0 00 modify Basic Deflection Dead Live Snow Collet Wind Load Ratio Temperature psf psf psf psf psf Snow Wind Seis Change 2 50 20 00 25 00 8 00 18 93 1 00 1 00 1 00 0 0 Date 8/8/2008 Designed Byl JRS Checked By EW_Brace Wind Seis k k 0 00 0 00 Page 408 Of 446 Long_Wind Seismic Aux Load Lt Rt 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 0 00 0 00 0 00 0 00 0 0 00 0 00 0 00 0 00 0 00 0 0 00 0 00 0 00 0 00 0 00 0 0 00 0 00 0 00 0 00 0 00 0 0 00 0 00 0 00 0 00 0 00 0 0 00 0 00 0 00 0 00 0 00 0 0 00 0 00 0 00 0 00 0 00 0 0 00 0 00 0 00 0 00 0 00 0 0 00 0 00 0 00 0 00 0 00 0 0 00 0 00 0 00 0 00 0 00 0 0 00 0 00 0 00 0 00 0 00 0 0 00 0 00 0 00 0 00 0 00 0 0 00 0 00 0 00 0 00 0 00 0 0 00 0 00 0 00 0 00 0 00 0 0 00 r r 17 0 60 0 00 18 0 60 0 00 19 0 60 0 00 20 0 60 0 00 21 0 60 0 00 22 0 60 0 00 23 1 14 1 14 24 1 14 1 14 25 1 10 1 10 26 1 10 1 10 27 1 10 1 10 28 1 10 1 10 29 0 46 0 00 30 0 46 0 00 31 1 14 1 14 32 1 10 1 10 33 1 10 1 10 34 0 46 0 00 35 1 00 1 00 36 1 00 1 00 L L Description HCI STEEL BUILDING SYSTEMS, INC. *(27)DESIGN LOADS *Load *No Id Dead Coll 16 37 1 00 1 00 38 1 00 1 00 39 1 00 1 00 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 49 1 00 1 00 50 1 00 1 00 51 0 00 0 00 52 0 00 0 00 *(28)DESIGN LOADS SPECIAL *Load Job No 4050 Customer .Clallum Builders Exc Inc Westport Shipyard Cabinet Live Snow 1 00 0 00 1 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 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 Load Coefficients Load Coefficients -Wind 1 -Wind 2- modify Wind 1 -Wind 2- Long Wind Lt Rt Lt Rt Lt Rt 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 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 70 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 00 0 70 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 00 0 70 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 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 Long Wind Date 8/8/2008 Designed By JRS Checked By 0 00 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 0 00 1 00 0 00 0 00 0 00 0 00 0 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 00 0 00 0 00 0 0 00 0 00 0 00 0 00 0 00 0 00 -1 00 0 00 0 00 0 00 0 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 00 0 00 0 00 0 0 00 0 00 0 00 0 00 0 00 0 00 0 00 -1 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 70 0 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 -0 70 0 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 52 0 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 -0 52 0 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 52 0 0 00 0 75 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 00 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 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 70 0 00 0 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 2 Page 409 Of 446 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 1 00 1 00 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 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 0 00 0 00 0 0 00 0 00 0 00 0 0 00 0 00 0 70 0 0 00 0 00 -0 70 0 0 00 0 00 0 00 1 1 00 0 00 0 00 2 1 00 Seismic Aux_Load NCI STEEL BUILDING SYSTEMS, INC. Job No 4050 modify Customer Clallum Builders Exc Inc Date 8/8/2008 Description Westport Shipyard Cabinet l Designed Byl JRS Checked By *No Id Dead Coll Live Snow Lt Rt Lt Rt Lt Rt 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 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 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 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 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 (29)AUXILIARY LOADS *No Aux Aux No Add Add Comb *Aux Id Name Loads Id Coeff 2 1 'F4UNB SL 1' 3 1 0 30 2 1 00 3 0 42 2 'F4UNB SL 3' 3 2 0 30 1 1 00 4 0 42 (30)ADDITIONAL LOADS *No Add Surf Basic Load Fx Fy Mom Dx Dy -Conc *Add Id Id Load Type W1 W2 Co Dil D12 -Dist 6 1 2 'D -0 621 -0 621 0 08 0 000 50 173 2 3 'D -0 621 -0 621 -0 08 0 000 50 173 3 3 'D -0 621 -0 621 -0 08 0 000 20 387 4 2 'D -0 621 -0 621 0 08 29 786 50 173 5 2 'SNOW 'D -0 430 -0 430 0 00 0 000 50 000 6 3 'SNOW 'D -0 430 -0 430 0 00 0 000 50 000 (31)FLOOR BEAMS Bay No Beam Beam Con_Type ConLoc Beam Properties Id Beam Id Ht Lt Rt Lt Rt Area Ixx (32)CABLES Bay No Cable Cable Cable Cable Id Cable Id Level Type Area 1 0 (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 0 1 0 (34)FRAME LINES *No Page 410 Of 446 Job No 4050 Customer Clallum Builders Exc Inc L l Description l Westport Shipyard Cabinet HCI STEEL BUILDING SYSTEMS. INC. *Lines Frame Line 1 7 (35)DESIGN PLATES *No Plate Plate_Size- Bolt Bolt Top Bottom *Plt Type Id Width Thick Dia Gage Row Space Row Space 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 30 000 0 3 'Y 4 000 0 (38)JACK BEAMS 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 17 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 17 0 No record selected 4050 Rigid Frame Design Code STRUCTURAL CODE Design Basis WS Hot Rolled Steel AISCO5 Cold Formed Steel NAUS01 BUILDING CODE modify Date 8/8/2008 Designed Byl IRS Checked By 8/ 5/08 8 27am Page 411 Of 446 r r NCI STEEL BUILDING SYSTEMS. INC. 4050 Rigid Frame Design Code WELDS Base Id Left Right Wind Code Year Seismic Zone Job No Customer Description Westport Shipyard Cabinet Designed By JRS Checked By IBC 06 D 4050 MODULUS OF ELASTICITY Hot Rolled Steel 29000 (ksi) Cold Formed Steel 29500 (ksi) 4050 Base Plate and Anchor Bolt Design BASE PLATE BOLT SIZE Column_Base Loc Typ Depth Left P 19 1 Right P 19 1 BASE REACTIONS --Plate_Size(in)-- Width Length Thick 8 0 19 13 0 500 8 0 19 13 0 500 Column Max_Comp- Max_Tens- Loc Ld Fy(k) Ld Fy(k) Left 4 69 5 15 -15 3 Right 3 69 5 16 -15 3 Outside_Flange_To_Base Shear(k /in) Size Typ Calc Rn /sf 0 188 F1 0 96 2 78 0 188 Fl 0 96 2 78 Clallum Builders Exc Inc Date Max_Shear Ld Fx(k) Bolts(A307) Row Diam Gage 4 1 000 4 00 4 1 000 4 00 Weak_Axis Tens Moment 3 71 8 0 0 0 0 3 71 8 0 0 0 0 Ins ide_Flange_To_Base Shear(k /in) Size Typ Calc Rn /sf modify 8/8/2008 8/ 5/08 8 27am 8/ 5/08 8 27am Web_To_Base Shear(k /in) Size Typ Calc Rn /sf 0 250 F1 0 96 3 71 0 188 F2 1 99 2 78 0 250 F1 0 96 3 71 0 188 F2 1 99 2 78 Page 412 Of 446 r i L HCI STEEL BUILDING SYSTEMS, INC. WELDS Job No 4050 Customer (Description 4050 Bolted End -Plate Design ---Unity_Check--- Splice Thick Dia_Required EP Bolt Bolt Id Typ Reg Top Bot Bend Top Bot 1 PEE 0 93 1 120 0 626 0 86 0 99 0 31 2 -EE 0 75 0 878 0 558 0 99 0 77 0 31 3 -EE 0 66 0 420 0 833 0 78 0 23 0 91 4 -EE 0 75 0 878 0 558 0 99 0 77 0 31 5 PEE 0 93 1 120 0 626 0 86 0 99 0 31 modify Clallum Builders Exc Inc Date 1 8/8/2008 Westport Shipyard Cabinet Designed By JRS Checked By 8/ 5/08 8 27am 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 PEE 1- 2 40 00 8 0 1 000 Top 4 77 57 890 3 1 125 4 00 4 00 Bot 15 -16 -13 195 2 1 125 4 50 4 00 2 -EE 2- 3 21 00 8 0 0 750 Top 4 76 35 205 2 1 000 4 00 3 50 Bot 22 -18 -6 61 2 1 000 4 50 3 50 3 -EE 4- 5 26 09 8 0 0 750 Top 15 -16 1 42 2 0 875 4 00 3 50 Bot 4 74 0 225 2 0 875 4 00 3 50 4 -EE 6- 7 21 00 8 0 0 750 Top 3 76 -35 205 2 1 000 4 00 3 50 Bot 20 -18 6 61 2 1 000 4 50 3 50 5 PEE 7- 8 40 00 8 0 1 000 Top 3 77 -57 890 3 1 125 4 00 4 00 Bot 16 -16 13 195 2 1 125 4 50 4 00 Outs ide_Flange_To_Bep Ins ide_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 0 813 F2 11 91 12 07 0 375 F2 3 05 5 57 0 188 F2 0 71 2 78 1 R 0 750 F2 11 10 11 14 0 375 F2 3 13 5 57 0 188 F2 0 71 2 78 2 L 0 438 F2 5 70 6 50 0 375 F2 2 07 5 57 0 188 F2 0 83 2 78 2 R 0 375 F2 4 98 5 57 0 250 F2 2 06 3 71 0 188 F2 0 83 2 78 3 L 0 188 F2 1 05 2 78 0 375 F2 4 92 5 57 0 188 F2 0 02 2 78 3 R 0 188 F2 1 05 2 78 0 375 F2 4 92 5 57 0 188 F2 0 02 2 78 4 L 0 375 F2 4 97 5 57 0 250 F2 2 06 3 71 0 188 F2 0 83 2 78 4 R 0 438 F2 5 70 6 50 0 375 F2 2 07 5 57 0 188 F2 0 83 2 78 Page 413 Of 446 NCI STEEL BUILDING SYSTEMS, INC. 4050 Bolted End -Plate Design 5 L 0 750 F2 11 10 11 14 0 375 F2 3 13 5 57 0 188 F2 0 71 2 78 5 R 0 813 F2 11 91 12 07 0 375 F2 3 05 5 57 0 188 F2 0 71 2 78 4050 Stiffener Yield 50 0 (ksi) STIFFENER SIZE Stiffener Location Left Col Right Col Left Web Right Web STIFFENER DESIGN Stiffener Location Left Col Right Col Left Web Right Web WELDS Stiffener Location Job No Customer (Description Stiffener Report Web(in) -Stiffener_Size(in)- No Depth Thick Width Thick Length 1 43 00 0 375 1 43 00 0 375 1 43 00 0 375 1 43 00 0 375 Tension(k) Compression(k) Max Load Calc Pn /sf Load Calc Pn /sf UC 15 55 2 149 7 16 55 2 149 7 4 0 0 59 9 3 0 0 59 9 ---Stiff_To_Flg/EP--- Shear(k/in) Size Typ Calc Rn /sf 4050 Clallum Builders Exc Inc Westport Shipyard Cabinet 4 00 0 625 43 00 4 00 0 625 43 00 4 00 0 250 54 93 4 00 0 250 54 93 4 253 4 255 0 0 99 3 253 4 255 0 0 99 4 10 0 156 2 0 06 3 10 0 156 2 0 06 modify Stiff_To_Web---- Shear(k/in) Size Typ Calc Rn /sf Date 1 8/8/2008 Designed By JRS Checked By 8/ 5/08 8 27am 8/ 5/08 8 27am Page 414 Of 446 r r HCI STEEL BUILDING SYSTEMS. INC. 4050 Stiffener Report 8/ 5/08 8 27am Left Col Right Col Left Web Right Web 4050 Flange Brace Report 8/ 5/08 8 27am Flange Brace Yield= 36 0 ksi (L2x1 /4) 50 0 ksi (L2x 075) Girt /Purlin Yield= 55 0 ksi Flange Brace Bolt 0 500 (A325) Job No 4050 modify Customer I Clallum Builders Exc Inc Date 8/8/2008 Description Westport Shipyard Cabinet Designed By JRS Checked By 0 375 F2 3 45 5 57 0 250 F1 2 95 3 71 0 375 F2 3 45 5 57 0 250 F1 2 95 3 71 0 188 F2 0 00 2 78 0 188 F1 0 09 2 78 0 188 F2 0 00 2 78 0 188 F1 0 09 2 78 Surf No Web Brace Calc Brace_UC Conn Id Brace Loc Side Part Depth Dist Force Comp Tens UC 1 0 2 4 1 2 L2x1 /4 38 85 34 50 3 50 0 62 0 47 0 79 4 2 L2x 075 21 50 22 50 1 69 0 89 0 65 0 38 8 2 L2x 075 23 33 22 50 1 28 0 69 0 50 0 29 10 2 L2x 075 25 81 22 50 1 33 0 74 0 51 0 30 3 4 1 2 L2x 075 25 81 22 50 1 33 0 74 0 51 0 30 3 2 L2x 075 23 33 22 50 1 29 0 69 0 50 0 29 7 2 L2x 075 21 50 22 50 1 69 0 89 0 65 0 38 10 2 L2x1 /4 38 85 34 50 3 50 0 62 0 47 0 79 4 0 4050 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 1 4 3 33 0 250 3 71 F 1 8/ 5/08 8 27am Page 415 Of 446 HCI STEEL BUILDING SYSTEMS. INC. 4050 Weld Report Web To Flange 2 2 16 4 1 34 0 375 5 57 F 1 3 3 17 4 1 47 0 250 3 71 F 1 4 4 22 4 0 89 0 188 2 78 F 1 5 5 39 3 0 89 0 188 2 78 F 1 6 6 44 3 1 47 0 250 3 71 F 1 7 7 45 3 1 34 0 375 5 57 F 1 8 8 60 3 3 33 0 250 3 71 F 1 4050 Special Segment Report FLANGE PLATE (a) Initial Required Width Thick Width Thick Locate (in) (in) (in) (in) Lt Col 8 0 0 375 8 0 0 750 Rt Col 8 0 0 375 8 0 0 750 WEB PLATE (b) 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 79 4 890 3 227 4 224 0 3 4 0 375 Diagonal Rt Col 3 79 4 890 2 227 4 224 0 3 4 0 375 Diagonal (a) DS_ BUILD(frame37) =4 (b)DS BUILD(frame36) =4 FRAME Job No 4050 Customer Clallum Builders Exc Inc Description Westport Shipyard Cabinet see help see help 4050 Design Summary Report modify Date 8/8/20.08 DesignedBy JRS Checked By 8/ 5/08 8 27am 8/ 5/08 8 27am 8/ 5/08 8 27am Page 416 Of 446 r r Job No 4 0.5 0 7111 Customer Clallum Builders Exc Inc D escriptionl: Westport Shipyard Cabinet HCI STEEL BUILDING SYSTEMS. INC. Id 4 Type RF Line Id= 7 MEMBERS LOAD COMBINATIONS 3 DL +CL +SL 4 DL +CL +SL 35 DL +CL +AUX1 36 DL +CL +AUX2 WEIGHTS Member Weight (lb) REACTIONS (Sidewall Columns) 4050 Design Summary Report Mem Segl Flange IWeb_Depthl Plate_Thickness 1 Max_UCV 1 Max_UCO 1 Max_UCI Id Id 1 Len WidlStrt Endl Web 0 -flg I- flglId Ld UcvlId Ld Ucolld Ld Uci 1 1 16 1 8 0 18 0 43 0 0 375 0 375 0 750 7 2 2 16 2 8 0 40 0 21 0 0 313 0 625 1 000 8 3 3 10 0 8 0 21 0 21 0 0 250 0 313 0 625 17 4 4 20 0 8 0 21 0 26 0 0 188 0 500 0 375 22 5 5 20 0 8 0 26 0 21 0 0 188 0 500 0 375 39 6 6 10 0 8 0 21 0 21 0 0 250 0 313 0 625 44 7 7 16 2 8 0 21 0 40 0 0 313 0 625 1 000 53 8 8 16 1 8 0 43 0 18 0 0 375 0 375 0 750 54 1 2 3 4 5 6 7 8 1150 1241 434 773 773 434 1241 1150 Total Weight (lb) Frame Members Interior Col Conn Plates Base Plates Trans Stiff 7196 0 759 43 0 7999 modify Date l 8/8/2008 Designed Byl JRS Checked By 8/ 5/08 8 27am 4 0 68 7 4 0 98 7 4 1 02 4 0 85 8 4 1 00 8 4 0 95 4 0 56 17 35 0 59 17 4 0 97 4 0 84 28 3 1 02 26 36 0 58 3 0 84 33 4 1 02 35 35 0 58 3 0 56 44 36 0 59 44 3 0 97 3 0 85 53 3 1 00 53 3 0 95 3 0 68 54 3 0 98 54 3 1 02 Page 417 Of 446 HCI STEEL BUILDING SYSTEMS, INC. r Job No 4050 ili Customer Clallum Builders Exc Inc !Description Westport Shipyard Cabinet 4050 Design Summary Report modify Date Designed By JRS Checked By 8/ 5/08 8 27am 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 42 82 41 73 0 00 0 00 -42 82 41 81 0 00 0 00 2 42 82 41 81 0 00 0 00 -42 82 41 73 0 00 0 00 3 71 78 69 42 0 00 0 00 -71 78 69 47 0 00 0 00 4 71 78 69 55 0 00 0 00 -71 78 69 34 0 00 0 00 5 5 93 6 73 0 00 0 00 -5 93 6 74 0 00 0 00 6 5 93 6 74 0 00 0 00 -5 93 6 73 0 00 0 00 7 20 84 21 02 0 00 0 00 -26 34 24 82 0 00 0 00 8 26 34 24 82 0 00 0 00 -20 84 21 02 0 00 0 00 9 25 95 27 41 0 00 0 00 -31 45 31 21 0 00 0 00 10 31 45 31 21 0 00 0 00 -25 95 27 41 0 00 0 00 11 42 61 41 81 0 00 0 00 -48 11 45 54 0 00 0 00 12 48 11 45 60 0 00 0 00 -42 61 41 75 0 00 0 00 13 47 71 48 19 0 00 0 00 -53 21 51 93 0 00 0 00 14 53 21 51 99 0 00 0 00 -47 71 48 14 0 00 0 00 15 -17 03 -15 29 0 00 0 00 9 69 -10 23 0 00 0 00 16 -9 69 -10 23 0 00 0 00 17 03 -15 29 0 00 0 00 17 -10 19 -6 77 0 00 0 00 2 86 -1 71 0 00 0 00 18 -2 86 -1 71 0 00 0 00 10 19 -6 77 0 00 0 00 19 -11 16 -15 02 0 72 0 00 11 79 -11 34 0 72 0 00 20 -11 13 -14 18 0 00 0 00 11 76 -10 50 0 00 0 00 21 -11 79 -11 34 0 72 0 00 11 16 -15 02 0 72 0 00 22 -11 76 -10 50 0 00 0 00 11 13 -14 18 0 00 0 00 23 14 42 17 79 0 00 0 00 -23 21 20 45 0 00 0 00 24 23 21 20 45 0 00 0 00 -14 42 17 79 0 00 0 00 25 34 62 36 19 0 00 0 00 -41 16 38 20 0 00 0 00 26 41 16 38 20 0 00 0 00 -34 62 36 19 0 00 0 00 27 56 36 56 96 0 00 0 00 -62 89 58 95 0 00 0 00 28 62 89 59 00 0 00 0 00 -56 36 56 90 0 00 0 00 29 -1 67 1 79 0 00 0 00 -7 12 4 41 0 00 0 00 30 7 12 4 41 0 00 0 00 1 67 1 79 0 00 0 00 31 18 82 10 68 14 45 0 00 -18 82 10 68 14 45 0 00 32 37 89 30 93 10 74 0 00 -37 89 30 93 10 74 0 00 33 59 63 51 72 10 74 0 00 -59 63 51 66 10 74 0 00 34 2 73 -5 34 14 45 0 00 -2 73 -5 34 14 45 0 00 35 42 15 33 72 0 00 0 00 -42 06 45 79 0 00 0 00 36 42 06 45 79 0 00 0 00 -42 15 33 72 0 00 0 00 8/8/2008 Page 418 Of 446 r t Ili HCI STEEL BUILDING SYSTEMS. INC. DEFLECTIONS (in) Job No Customer Description 4050 Design Summary Report Lateral Defl Load Top Of Col Vert Defl Id Left Right Midspan 37 -0 26 0 24 -3 15 38 -0 26 0 24 -3 15 39 -0 44 0 40 -5 28 40 -0 44 0 40 -5 28 41 -0 04 0 03 -0 43 42 -0 04 0 03 -0 43 43 0 06 -0 08 0 90 44 0 08 -0 06 0 90 45 0 03 -0 05 0 48 46 0 05 -0 03 0 48 47 -0 09 -0 22 0 91 48 -0 09 -0 22 0 91 49 0 31 0 50 -1 31 50 -0 50 -0 31 -1 31 51 -0 88 -0 57 -2 40 52 0 57 0 88 -2 40 DEFLECTIONS RATIO Lateral Defl Load Top Of Col Vert Defl Id Left Right Midspan 37 731 804 381 38 731 804 381 39 437 481 227 40 437 481 227 41 5341 5886 2778 42 5341 5886 2778 43 3102 2505 1338 44 2505 3102 1338 45 6175 4191 2488 46 4191 6175 2488 47 2036 859 1320 48 2037 858 1319 4050 modify Clallum Builders Exc Inc 1 Date Westport Shipyard Cabinet Designed Byl JRS Checked By 8/8/2008 8/ 5/08 8 27am Page 419 Of 446 HCI STEEL BUILDING SYSTEMS. INC. MAX DEFLECTION Type Left Column 0 0479 Right Column 0 0479 OUTSIDE FLANGE CHECK Job No Customer Description 4050 Design Summary Report 49 627 385 913 50 385 627 913 51 218 341 499 52 341 218 499 P -DELTA CHECK (Effective Length) Max Deflect Ratio Max first order drift (in) 0 96 Max second order drift (in) 0 99 Ratio second /first 1 03 4050 modify Deflect Span /Deflect Limit Live Vertical -4 07 295 180 Horizontal Drift 0 88 218 60 Clallum Builders Exc Inc Date 8/8/2008 Westport Shipyard Cabinet Designed Byl JRS Checked By 4050 Flange Hole Check 8/ 5/08 8 27am 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 15 0 03 1 1 1 4 2 8 000 0 375 0 625 1 074 30 0 07 1 1 1 6 3 8 000 0 375 0 625 1 074 4 0 90 2 2 2 9 1 8 000 0 625 0 625 1 074 26 0 56 8/ 5/08 8 27am Page 420 Of 446 r Ili HC STEEL BUILDING SYSTEMS. INC. 4050 Flange Hole Check 2 2 2 11 2 8 000 0 625 0 625 1 074 24 0 26 2 2 2 13 3 8 000 0 625 0 625 1 074 30 0 09 2 2 2 15 4 8 000 0 625 0 625 1 074 30 0 09 2 3 3 18 5 8 000 0 313 0 625 1 074 30 0 12 2 3 3 20 6 8 000 0 313 0 625 1 074 19 0 18 2 4 4 23 7 8 000 0 500 0 625 1 074 19 0 23 2 4 4 25 8 8 000 0 500 0 625 1 074 19 0 24 2 4 4 27 9 8 000 0 500 0 625 1 074 20 0 22 2 4 4 29 10 8 000 0 500 0 625 1 074 15 0 18 3 5 5 32 1 8 000 0 500 0 625 1 074 16 0 18 3 5 5 34 2 8 000 0 500 0 625 1 074 22 0 22 3 5 5 36 3 8 000 0 500 0 625 1 074 21 0 24 3 5 5 38 4 8 000 0 500 0 625 1 074 21 0 23 3 6 6 41 5 8 000 0 313 0 625 1 074 21 0 18 3 6 6 43 6 8 000 0 313 0 625 1 074 29 0 12 3 7 7 46 7 8 000 0 625 0 625 1 074 29 0 09 3 7 7 48 8 8 000 0 625 0 625 1 074 29 0 09 3 7 7 50 9 8 000 0 625 0 625 1 074 23 0 26 3 7 7 52 10 8 000 0 625 0 625 1 074 25 0 56 4 8 8 55 1 8 000 0 375 0 625 1 074 3 0 90 4 8 8 57 2 8 000 0 375 0 625 1 074 29 0 07 4 8 8 59 3 8 000 0 375 0 625 1 074 16 0 03 4050 Rigid Frame Clearances VERTICAL CLEARANCE Location HORIZONTAL CLEARANCE Job No Customer Description 4050 Clallum Builders Exc Inc Westport Shipyard Cabinet Span X Coord Y Coord Left_Col 12'11 -10" 4'04 -06" 12'11 -10" Right_Col 12 11 -10" 95'07 -10 12'11 -10 Midspan 17'11 -14" 50'00 -00" 17'11 -14" Location Span X Coordl X_Coord2 modify Date 1 8/8/2008 Designed Byl JRS Checked By 8/ 5/08 8 27am 8/ 5/08 8 27am Page 421 Of 446 HCI STEEL BUILDING SYSTEMS. INC. Job No Customer Description 4050 Rigid Frame Clearances 4050 modify Clallum Builders Exc Inc Date Westport Shipyard Cabinet Designed Byl JRS Checked By Left_Col Right_Col 91'03 -15" 4'04 -01" 95'07 -15" 4050 Rigid Frame Design Warnings No Warnings 8/8/2008 8/ 5/08 8 27am 8/ 5/08 8 27am Page 422 Of 446 HCI STEEL BUILDING SYSTEMS. INC. 1)JOBID '4050 4)DESIGN CODE *Design ---Steel_Code--- Code Cold Hot 'WS 'NAUSOl' 'AISCO5' 5)DESIGN CONSTANTS ----Stress_Ratio---- Frame Col EP BP 1 03 1 03 1 03 1 03 Job No Customer Clallum Builders Exc Inc Date *4050 Rigid Frame Design Input Echo 8/ 5/08 8 22am 4050 Description Westport Shipyard Cabinet 2)PROGRAM OPTIONS *Frame Frame Stress Frame No_Of End_Conn Splice Id Type Space Space Cycle Lt Rt Fix 5 'RFE' 5 00 12 70 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' 'N' 'Y' 'T 8 00 50 00 'T 10 00 60 00 'N' 0 00 'Y "EL' 7)DEFLECTION LIMITS Vertical Horizontal Live Total Total Seis Crane 180 0 0 0 60 0 50 0 100 0 Build Seismic Country Code Year Zone 'IBC "06"D 'D ---Strength_Factor--- Seismic Wind Frame SpcEP 1 0000 1 7000 1 7 6)STEEL YIELDS Web Flg C_Sec W Sec R PSec T_Sec USec EP BP 50 0 55 0 55 0 50 0 50 0 35 0 46 0 36 0 55 0 55 0 Weak Axis 60 0 modify Designed By JRS Checked By 8/8/2008 Frame Frame Option Option Id 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 Y 1 4 y y 'N' 'N' 'Y' 'N' N Y Y Page 423 Of 446 1 r L d HCI STEEL BUILDING SYSTEMS. INC. 9)BUILDING SHAPE No X_Coord Y_Coord Offset Surf (ft) (ft) (in) 4 0 0000 17 0000 8 000 50 0000 21 1667 11 000 100 0000 17 0000 11 000 100 0000 0 0000 8 000 (10)MEMBER DEPTHS *Surf Depth(in) No Interior_Depths Id Start End Dep Loc(ft) Depth(in) 1 13 000 13 000 0 2 13 000 13 000 4 8 7821 13 000 23 7821 13 000 33 7821 13 000 40 0969 13 000 3 13 000 13 000 4 10 0764 13 000 16 3912 13 000 26 3912 13 000 41 3912 13 000 4 13 000 13 000 0 (11)MEMBER SPLICES Surf No Splice Splice Id Splice Loc(ft) Type 1 0 2 1 0 0000 'PEE 3 1 0 0000 -EE 4 1 0 0000 'PEE Job No 4050 Customer Clallum Builders Exc Inc Description Westport Shipyard Cabinet modify Date 8/8/2008 Designed By JRS Checked By (12)SEGMENT PLATES *No Surf Mem Seg Seg Member Flange Plate_Thickness(in) *Seg Id Id Id Len(ft) Part Wid 12 1 1 1 0 0000 6 00 0 1345 0 2500 0 2500 2 2 2 0 0000 6 00 0 1345 0 2500 0 2500 2 3 3 0 0000 6 00 0 1345 0 2500 0 2500 2 4 4 0 0000 6 00 0 1345 0 2500 0 2500 2 5 5 0 0000 6 00 0 1345 0 2500 0 2500 2 6 6 0 0000 6 00 0 1345 0 2500 0 2500 3 7 7 0 0000 6 00 0 1345 0 2500 0 2500 3 8 8 0 0000 6 00 0 1345 0 2500 0 2500 3 9 9 0 0000 6 00 0 1345 0 2500 0 2500 3 10 10 0 0000 6 00 0 1345 0 2500 0 2500 Page 424 Of 446 r r Ili HCI STEEL BUILDING SYSTEMS. INC. 3 11 11 0 0000 4 12 12 0 0000 Job No (13)INTERIOR COLUMNS No Col Col Col Col Col Id Typ Rot Loc 2 1 'R' 'Y' 33 333 2 'R' 'Y' 66 667 (15)BASE ELEVATION /WALL OPTIONS *Base Base Frame Open Id Elev Space Height 1 0 00 12 70 0 0000 2 0 00 12 70 0 0000 3 0 00 12 70 0 0000 4 0 00 12 70 0 0000 (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 (16)BASE DISPLACEMENT *Base Displace Spring Id Opt Dir (in) (k /in) 0 0 000 0 000 4050 modify Date Designed By Checked By 6 00 0 1345 0 2500 0 2500 6 00 0 1345 0 2500 0 2500 Customer I Clallum Builders Exc Inc Description Westport Shipyard Cabinet Connection Rafter Unbrace_Length Col Col Bot Top Opt Major Minor Set Size 'P 'P 17 98 17 98 'Y' 'W8x24 2 2 17 98 17 98 'Y' 'W8x24 Left Column Right Column Interior Column 1 Interior Column 2 (17)WALL GIRTS *Surf Girt Girt Girt Girt Girt Bay No Id Type Size Depth Proj Lap Id Girt Location(ft) 1 'ZB' '8Z25U14 8 00 0 00 0 875 1 3 3 667 7 333 11 833 4 'ZB' '8Z25U14 8 00 0 00 0 875 7 3 3 667 7 333 11 833 JRS (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' '11Z25U12' 11 00 0 00 2 875 10 1 000 0 3 'ZB' '11Z25U12' 11 00 0 00 2 875 10 1 000 0 (19)FLANGE BRACES Surf No Flange_Brace_At Id Brace Girt /Purlin Number 1 3 1 2 3 2 10 1 2 3 3 10 1 2 3 4 3 1 2 3 4 5 6 7 8 9 10 4 5 6 7 8 9 10 8/8/2008 Page 425 Of 446 HCI STEEL BUILDING SYSTEMS. INC. (21)EXTENSION LOADS *Ext Dead Collat Live *Id psf psf psf (22)BASIC LOADS (23)BASIC LOADS AT EAVE Seismic- Weak_Axis L Load SpcEP Wind Seis k k k k 3 28 7 57 0 00 0 00 (25)LONGITUDINAL BRACING LOADS -Wind Horiz Vert O 00 0 00 O 00 0 00 0 00 0 00 0 00 0 00 Job No 4050 Customer Clallum Builders Exc Inc Description Westport Shipyard Cabinet (20)SIDEWALL EXTENSIONS *Surf No Ext Extension_Size Id Ext Id Type Elev Width Slope 1 0 4 0 Snow Windl_Coeff Wind2_Coeff Long_Wind Facia_Wind Seis 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 20 00 25 00 8 00 18 93 1 00 1 00 1 00 0 0 Seismic Horiz Vert 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 Weak_Axis R Wind Seis k k 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 39 -0 58 0 75 -0 22 -0 65 -0 65 0 00 2 -1 17 -0 68 -0 81 -0 32 -1 17 -0 68 0 00 3 -0 68 -1 17 -0 32 -0 81 -0 68 -1 17 0 00 4 -0 58 0 39 -0 22 0 75 -0 65 -0 65 0 00 Left Column Right Column Int Column 1 Int Column 2 -Facia Size--- Elev Height Slope Torsion Wind Seis k k 0 00 0 00 modify Date 8/8/2008 Designed By JRS Checked By Load Width EW_Brace Wind Seis k k 0 00 0 00 Page 426 Of 446 (26)DESIGN LOADS Strength Load_Coefficients *Load Wind_1- Wind_2- Long_Wind Seismic Aux_Load *No Id Dead Coll Live Snow Lt Rt Lt Rt 1 2 Long Tran Id Coeff 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 r r L r 1 I� Fla STEEL BUILDING SYSTEMS, INC. 2 1 00 1 00 1 00 3 1 00 1 00 0 00 4 1 00 1 00 0 00 5 1 00 0 00 0 00 6 1 00 0 00 0 00 7 1 00 1 00 0 75 8 1 00 1 00 0 75 9 1 00 1 00 0 75 10 1 00 1 00 0 75 11 1 00 1 00 0 00 12 1 00 1 00 0 00 13 1 00 1 00 0 00 14 1 00 1 00 0 00 15 0 60 0 00 0 00 16 0 60 0 00 0 00 17 0 60 0 00 0 00 18 0 60 0 00 0 00 19 0 60 0 00 0 00 20 0 60 0 00 0 00 21 0 60 0 00 0 00 22 0 60 0 00 0 00 23 1 14 1 14 0 00 24 1 14 1 14 0 00 25 1 10 1 10 0 75 26 1 10 1 10 0 75 27 1 10 1 10 0 00 28 1 10 1 10 0 00 29 0 46 0 00 0 00 30 0 46 0 00 0 00 31 1 14 1 14 0 00 32 1 10 1 10 0 75 33 1 10 1 10 0 00 34 0 46 0 00 0 00 35 1 00 1 00 0 00 36 1 00 1 00 0 00 *(27)DESIGN LOADS Deflection *Load *No Id Dead Coll Live Snow 16 37 1 00 1 00 1 00 0 00 38 1 00 1 00 1 00 0 00 39 1 00 1 00 0 00 1 00 40 1 00 1 00 0 00 1 00 Job No 4050 modify Customer Clallum Builders Exc Inc I Date 1 8/8/2008 Description Westport Shipyard Cabinet Designed By JRS Checked By 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 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 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 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 75 0 00 0 00 0 00 0 00 0 75 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 75 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 75 0 00 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 75 0 00 0 00 0 00 0 75 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 1 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 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 1 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 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 -1 00 0 00 0 00 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 00 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 00 0 52 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 -0 52 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 52 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 00 -0 52 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 00 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 70 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 52 0 00 0 75 0 00 0 00 0 00 0 00 0 00 0 00 0 52 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 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 Load Coefficients Wind1- -Wind 2- Lt Rt Lt Rt 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 Long_Wind 1 2 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 Page 427 Of 446 5 6 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 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 00 1 00 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 r 'I r 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 49 1 00 1 00 50 1 00 1 00 51 0 00 0 00 52 0 00 0 00 *(28)DESIGN LOADS Special *Load *No Id Dead Coll Live Snow 6 53 1 39 1 39 0 00 0 20 54 1 39 1 39 0 00 0 20 55 0 71 0 00 0 00 0 00 56 0 71 0 00 0 00 0 00 57 1 39 1 39 0 00 0 20 58 0 71 0 00 0 00 0 00 *(29)AUXILARY LOADS *No Aux Aux *Aux Id Name 6 1 FSPATLL 1 2 'F5PAT LL 2' 3 'F5PAT LL 3' 4 'F5PAT LL 4' 5 'F5UNB SL 5' Job No 4050 Customer I Clallum Builders Exc Inc I (Description! Westport Shipyard Cabinet HCI STEEL BUILDING SYSTEMS. INC. 2 2 3 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 0 00 0 00 0 70 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 00 0 00 0 00 0 70 0 00 0 00 0 00 0 00 0 00 0 00 0 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 70 0 00 0 00 0 00 0 00 0 0 00 0 00 0 00 0 00 0 00 0 00 0 70 0 00 0 00 0 00 0 0 00 0 00 0 00 0 00 0 00 0 00 -0 70 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 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 00 0 00 5 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 6 Load Coefficients Wind_1- Wind_2- Lt Rt Lt Rt 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 No Add Add Comb Loads Id Coeff 3 1 0 50 2 0 50 3 0 50 3 2 3 4 0 50 0 50 0 50 1 0 50 4 0 50 2 0 50 3 0 50 5 0 30 6 1 00 modify Date Designed By JRS Checked By Long_Wind 1 2 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 8/8/2008 Page 428 Of 446 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 00 1 00 Seismic Aux_Load Long Tran Id Coeff 0 00 1 00 0 0 00. 0 00 -1 00 0 0 00 0 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 BUILDING SYSTEMS. INC. Job No 1 4050 Customer I Clallum Builders Exc Inc Description Westport Shipyard Cabinet 7 0 42 6 'F5UNB_SL 7' 3 6 0 30 5 1 00 8 0 42 modify *(30)ADDITIONAL LOADS *No Add Surf Basic Load Fx Fy Mom Dx Dy Conc *Add Id Id Type Type W1 W2 Co Dil D12 Dist 10 1 2 'D -0 315 -0 315 0 08 0 000 33 449 2 2 'D -0 315 -0 315 0 08 33 449 50 173 3 3 'D -0 315 -0 315 -0 08 0 000 16 724 4 3 'D -0 315 -0 315 -0 08 16 724 50 173 5 2 'D -0 315 -0 315 0 08 0 000 50 173 6 3 'D -0 315 -0 315 -0 08 0 000 50 173 7 3 'D -0 315 -0 315 -0 08 0 000 20 387 8 2 'D -0 315 -0 315 0 08 29 786 50 173 9 2 'SNOW "D -0 650 -0 650 0 00 0 000 50 000 10 3 'SNOW "D -0 650 -0 650 0 00 0 000 50 000 (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 2 0 3 0 (32)CABLES Bay No Cable Cable Cable Cable Id Cable Id Level Type Area 1 0 2 0 Date 1 8/8/2008 Designed ByI JRS Checked By Page 429 Of 446 (33)CRANE BRACKET *Crane Bayld Crane Crane ----Beam---- *No Id Lt Rt Type Height Depth Width 0 (34)FRAME LINES No *Line Frame Line Id 1 8 (35)DESIGN PLATES *No Plate Plate_Size- Bolt *Plt Type Id Width Thick Dia (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 30 000 0 3 'Y 4 000 2 7 930 Code file used was RF IBC 06 Version 3 0 r it Customer Clallum Builders Exc Inc Date 8/8/2008 !Description! Westport Shipyard Cabinet Designed By JRS NCI STEEL BUILDING SYSTEMS. INC. Checked By 0 3 0 *DS RFDEP Siz *Surface Span Required- Id Id Type Span 1 1 W 17 0 2 1 IS 33 3 2 2 IP 16 7 3 1 IP 16 7 3 2 IS 33 3 4 1 W 17 0 33 3330 66 6660 4050 Rigid Frame Design Code Job No 4050 modify 7 930 Offset Bracket Col_Sup Left Right Type Opt Select Lt Rt Bolt Top Bottom Gage Row Space Row Space Selected Type Span #Depth #Splice No record selected I 35 0 2 1 I 20 0 1 1 I 20 0 1 1 I 35 0 2 1 No record selected 8/ 5/08 8 33am Page 430 Of 446 r Ill HCI STEEL BUILDING SYSTEMS, INC. Job No Customer Description 4050 Rigid Frame Design Code 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) 4050 Interior Column Design COLUMN SIZE 4050 Clallum Builders Exc Inc Westport Shipyard Cabinet Col Col Col Col Web Flange Id Loc Size Len Depth Thick Width Thick 1 33 3 W8x24 17 7 7 13 0 25 6 49 0 400 2 66 7 W8x24 17 7 7 13 0 25 6 49 0 400 COLUMN DESIGN modify Date 8/8/2008 Designed By JRS Checked By 8/ 5/08 8 33am 8/ 5/08 8 33am Allowable_Strength Calc_Load Pn /sf Mn /sf Col Col Load Axial Moment Axial Moment Max_UC Id Loc Size Id k f -k k f -k Sec UC 1 33 W8x24 1 14 3 0 0 60 8 56 6 70 0 23 2 14 1 0 0 60 8 37 6 70 0 23 3 38 2 0 0 60 8 56 6 70 0 63 4 37 8 0 0 60 8 37 6 70 0 62 5 2 2 0 0 60 8 56 6 70 0 04 6 2 2 0 0 60 8 37 6 70 0 04 7 5 7 0 0 60 8 37 6 70 0 09 Page 431 Of 446 r r r HCI STEEL BUILDING SYSTEMS, INC. Job No 4050 Customer I Clallum Builders Exc Inc Description! Westport Shipyard Cabinet 4050 Interior Column Design modify Date Designed By Checked By JRS 8/ 5/08 8 33am 8 7 3 0 0 60 8 56 6 70 0 12 9 7 8 0 0 60 8 37 6 70 0 13 10 9 4 0 0 60 8 56 6 70 0 15 11 23 7 0 0 60 8 37 6 70 0 39 12 25 1 0 0 60 8 37 6 70 0 41 13 25 8 0 0 60 8 56 6 70 0 42 14 27 1 0 0 60 8 56 6 70 0 45 15 -7 6 0 0 212 0 56 6 72. 0 04 16 -5 1 0 0 212 0 56 6 72 0 02 17 -4 8 0 0 212 0 56 6 72 0 02 18 -2 4 0 0 212 0 56 6 72 0 01 19 -8 5 0 0 212 0 56 6 72 0 04 20 -8 5 0 0 212 0 56 6 72 0 04 21 -3 8 0 0 212 0 56 6 72 0 02 22 -3 8 0 0 212 0 56 6 72 0 02 23 9 1 0 0 60 8 56 6 70 0 15 24 3 8 0 0 60 8 56 6 70 0 06 25 14 8 0 0 60 8 56 6 70 0 24 26 10 5 0 0 60 8 37 6 70 0 17 27 33 2 0 0 60 8 56 6 70 0 55 28 27 8 0 0 60 8 37 6 70 0 46 29 3 5 0 0 60 8 37 6 70 0 06 30 -1 7 0 0 212 0 56 6 72 0 01 31 6 4 0 0 60 8 37 6 70 0 11 32 12 6 0 0 60 8 37 6 70 0 21 33 30 5 0 0 60 8 37 6 70 0 50 34 1 0 0 0 60 8 37 6 70 0 02 35 9 2 0 0 60 8 56 6 70 0 15 36 19 1 0 0 60 8 56 6 70 0 31 2 67 W8x24 1 14 1 0 0 60 8 37 6 73 0 23 2 14 3 0 0 60 8 56 6 73 0 23 3 37 8 0 0 60 8 37 6 73 0 62 4 38 2 0 0 60 8 56 6 73 0 63 5 2 2 0 0 60 8 37 6 73 0 04 6 2 2 0 0 60 8 56 6 73 0 04 7 7 3 0 0 60 8 56 6 73 0 12 8 5 7 0 0 60 8 56 6 73 0 09 9 9 4 0 0 60 8 56 6 73 0 15 10 7 8 0 0 60 8 56 6 73 0 13 11 25 1 0 0 60 8 56 6 73 0 41 12 23 7 0 0 60 8 37 6 73 0 39 13 27 1 0 0 60 8 56 6 73 0 45 8/8/2008' Page 432 Of 446 r F V HCI STEEL BUILDING SYSTEMS. INC. WELDS Job No Customer Description 4050 Interior Column Design 4050 C lallum Builders Exc Inc Westport Shipyard Cabinet 4050 Interior Column Cap Plate modify Date 8/8/2008 Designed By JRS Checked By 8/ 5/08 8 33am 14 25 8 0 0 60 8 37 6 73 0 42 15 -5 1 0 0 212 0 56 6 75 0 02 16 -7 6 0 0 212 0 56 6 75 0 04 17 -2 4 0 0 212 0 56 6 75 0 01 18 -4 8 0 0 212 0 56 6 75 0 02 19 -3 8 0 0 212 0 56 6 75 0 02 20 -3 8 0 0 212 0 56 6 75 0 02 21 -8 5 0 0 212 0 56 6 75 0 04 22 -8 5 0 0 212 0 56 6 75 0 04 23 3 8 0 0 60 8 37 6 73 0 06 24 9 1 0 0 60 8 56 6 73 0 15 25 10 5 0 0 60 8 56 6 73 0 17 26 14 8 0 0 60 8 37 6 73 0 24 27 27 8 0 0 60 8 37 6 73 0 46 28 33 2 0 0 60 8 56 6 73 0 55 29 -1 7 0 0 212 0 56 6 75 0 01 30 3 5 0 0 60 8 37 6 73 0 06 31 6 4 0 0 60 8 56 6 73 0 11 32 12 6 0 0 60 8 37 6 73 0 21 33 30 5 0 0 60 8 37 6 73 0 50 34 1 0 0 0 60 8 56 6 73 0 02 35 19 1 0 0 60 8 37 6 73 0 31 36 9 2 0 0 60 8 56 6 73 0 15 8/ 5/08 8 33am 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 93 8 000 0 500 19 -8 5 0 0 0 0 2 0 750 0 00 3 00 2 P- 7 93 8 000 0 500 21 -8 5 0 0 0 0 2 0 750 0 00 3 00 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 Page 433 Of 446 Job No 4050 Customer Clallum Builders Exc Inc (Description Westport Shipyard Cabinet HCI STEEL BUILDING SYSTEMS. INC. r 4050 Interior Column Cap Plate 4050 Base Plate and Anchor Bolt Design BASE PLATE BOLT SIZE Column_Base Plate_Size(in) Bolts(A307) Loc Typ Depth Width Length Thick Row Diam Gage Left P 13 8 Right P 13 8 IC -1 P 7 9 IC -2 P 7 9 BASE REACTIONS Column Max_Comp- Loc Ld Fy(k) Left 4 18 9 15 Right 3 18 8 16 IC -1 3 38 2 19 IC -2 4 38 2 21 WELDS Base Id Left 1 0 188 F1 0 31 2 78 0 188 F1 0 31 2 78 0 188 F 0 31 2 78 2 0 188 F1 0 31 2 78 0 188 F1 0 31 2 78 0 188 F 0 31 2 78 6 0 13 81 0 500 6 0 13 81 0 500 8 0 7 94 0 500 8 0 7 94 0 500 b)Loads shown are full loads Design results are adjusted for seismic strength factor (1 700) Out side_Flange_To_Base Shear(k /in) Size Typ Calc Rn /sf 0 188 F1 0 36 2 78 Max_Tens- Max_Shear Ld Fy(k) Ld Fx(k) 2 0 750 3 00 2 0 750 3 00 2 0 750 4 00 2 0 750 4 00 Weak_Axis Tens Moment 4 3 4 4 8 0 0 0 0 4 3 3 4 8 0 0 0 0 8 2 27b 0 5 0 0 0 0 8 2 28b 0 5 0 0 0 0 Inside_Flange_To_Base Shear(k /in) Size Typ Calc Rn /sf modify Date 8/8/2008 Designed By JRS Checked By 8/ 5/08 8 33am 8/ 5/08 8 33am Web_To_Base Shear(k /in) Size Typ Calc Rn /sf 0 188 F1 0 36 2 78 0 188 F2 0 18 2 78 Page 434 Of 446 r J HCI STEEL BUILDING SYSTEMS. INC. Job No Customer Description 4050 Base Plate and Anchor Bolt Design Right 0 188 F1 0 36 2 78 0 188 F1 0 36 2 78 0 188 F2 0 18 2 78 IC- 1 0 188 F1 0 63 2 78 0 188 F1 0 63 2 78 0 188 F2 0 02 2 78 IC- 2 0 188 F1 0 63 2 78 0 188 Fl 0 63 2 78 0 188 F2 0 02 2 78 4050 Bolted End -Plate Design 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 PEE 1- 2 13 00 6 0 0 750 Top 54b 3 11 139 2 0 875 4 00 3 00 Bot 55b 0 -5 113 2 0 875 4 00 3 00 2 -EE 6- 7 13 05 6 0 0 375 Top 15 -2 0 5 2 0 750 4 00 3 00 Bot 4 7 0 29 2 0 750 4 00 3 00 3 PEE 11 -12 13 00 6 0 0 750 Top 53b 3 -11 139 2 0 875 4 00 3 00 Bot 56b 0 5 113 2 0 875 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 1 PEE 0 73 0 818 0 737 0 95 0 87 0 71 2 -EE 0 34 0 196 0 501 0 84 0 07 0 45 3 PEE 0 73 0 818 0 737 0 95 0 87 0 71 WELDS 4050 I modify Clallum Builders Exc Inc I Date 8/8/2008 Westport Shipyard Cabinet Designed Byl JRS Checked By 8/ 5/08 8 33am 8/ 5/08 8 33am Out side_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 0 500 F2 6 96 7 42 0 500 F2 6 50 7 42 0 188 F2 0 33 2 78 1 R 0 438 F2 6 28 6 50 0 500 F2 6 69 7 42 0 188 F2 0 33 2 78 2 L 0 188 F2 0 29 2 78 0 188 F2 1 90 2 78 0 188 F2 0 02 2 78 2 R 0 188 F2 0 29 2 78 0 188 F2 1 90 2 78 0 188 F2 0 02 2 78 Page 435 Of 446 r r HCI STEEL BUILDING SYSTEMS. INC. 4050 3 L 3 R 4050 Stiffener Yield 50 0 (ksi) STIFFENER SIZE Stiffener Location Left Col Right Col Left Web Right Web Int Col 1 Int Col 2 STIFFENER DESIGN WELDS Job No 4050 Customer Clallum Builders Exc Inc Description Westport Shipyard Cabinet Bolted- End -Plate Design 0 438 F2 6 28 6 50 0 500 F2 6 69 7 42 0 188 F2 0 33 2 78 0 500 F2 6 95 7 42 0 500 F2 6 50 7 42 0 188 F2 0 33 2 78 Stiffener Report Web(in) Stiffener Size(in)- No Depth Thick 1 13 00 0 134 1 13 00 0 134 1 13 00 0 134 1 13 00 0 134 1 13 05 0 164 1 13 05 0 164 Width Thick Length 2 50 0 250 13 00 2 50 0 250 13 00 2 50 0 250 16 25 2 50 0 250 16 25 2 50 0 250 13 05 2 50 0 250 13 05 Stiffener Tension(k) Compression(k) Max Location Load Calc Pn /sf Load Calc Pn /sf UC Left Col 29 30 7 63 6 28 84 3 86 6 0 97 Right Col 30 30 7 63 6 27 84 2 86 6 0 97 Left Web 4 0 0 37 4 4 47 7 51 0 0 94 Right Web 3 0 0 37 4 3 47 5 51 0 0 93 Int Col 1 3 0 0 37 4 3 37 8 57 7 0 66 Int Col 2 4 0 0 37 4 4 37 8 57 7 0 66 modify Date 1 8/8/2008 Designed' By JRS Checked By 8/ 5/08 8 33am 8/ 5/08 8 33am Page 436 Of 446 4 0 r L HCI STEEL BUILDING SYSTEMS. INC. Flange Brace Yield= 50 0 ksi Girt /Purlin Yield= 55 0 ksi Flange Brace Bolt 0 500 (A325) Job No 4050 Customer Ciallum Builders Exc Inc Description) Westport Shipyard Cabinet 4050 Stiffener Report 8/ 5/08 8 33am Stiff_To_Web---- Stiffener Shear(k /in) Shear(k /in) Location Size Typ Calc Rn /sf Size Typ Calc Rn /sf Left Col 0 250 F2 1 80 3 71 0 188 F1 1 91 2 78 Right Col 0 250 F2 1 80 3 71 0 188 F1 1 91 2 78 Left Web 0 188 F2 0 00 2 78 0 188 F1 1 47 2 78 Right Web 0 188 F2 0 00 2 78 0 188 F1 1 46 2 78 Int Col 1 0 188 F2 0 00 2 78 0 188 F1 1 45 2 78 Int Col 2 0 188 F2 0 00 2 78 0 188 Fl 1 45 2 78 4050 Weld Report Web To Flange -Calc Max Weld Shear Weld Provided modify Date 8/8/2008 Designed B1/ JRS Checked By 4050 Flange Brace Report 8/ 5/08 8 33am Surf No Web Brace Calc Brace_UC Conn Id Brace Loc Side Part Depth Dist Force Comp Tens UC 1 0 2 4 1 1 L2x 075 13 00 22 50 0 60 0 29 0 23 0 16 6 1 L2x 075 13 00 22 50 1 10 0 54 0 43 0 30 7 1 L2x 105 13 00 22 50 2 22 0 48 0 40 0 60 10 1 L2x 075 13 00 22 50 0 55 0 27 0 21 0 15 3 4 1 1 L2x 075 13 00 22 50 0 55 0 27 0 21 0 15 4 1 L2x 105 13 00 22 50 2 22 0 48 0 40 0 60 5 1 L2x 075 13 00 22 50 1 10 0 54 0 43 0 30 10 1 L2x 075 13 00 22 50 0 60 0 29 0 23 0 16 8/ 5/08 8 33am Page 437 Of 446 r Job No 4050 Customer Clallum Builders Exc Inc (Description! Westport Shipyard Cabinet HCI STEEL BUILDING SYSTEMS. INC. 4050 Weld Report Web To Flange Member Segment Section Load Shear Size Rn /sf No Id Id Id Id (k /in) (in) (k /in) Type Side 1 1 1 4 0 34 0 188 2 78 F 1 2 2 8 4 1 17 0 188 2 78 F 1 3 3 18 3 0 56 0 188 2 78 F 1 4 4 24 3 1 38 0 250 3 71 F 1 5 5 25 3 1 32 0 250 3 71 F 1 6 6 30 3 0 68 0 188 2 78 F 1 7 7 39 4 0 68 0 188 2 78 F 1 8 8 44 4 1 32 0 250 3 71 F 1 9 9 45 4 1 38 0 250 3 71 F 1 10 10 51 4 0 56 0 188 2 78 F 1 11 11 61 3 1 17 0 188 2 78 F 1 12 12 62 3 0 34 0 188 2 78 F 1 4050 Special Segment Report FLANGE PLATE (a) Initial Required Width Thick Width Thick Locate (in) (in) (in) (in) Lt Col 6 0 0 313 6 0 0 313 Rt Col 6 0 0 313 6 0 0 313 WEB PLATE (b) 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 6 3 69 2 60 7 28 4 32 3 0 134 Diagonal Rt Col 3 6 3 69 1 60 6 28 4 32 2 0 134 Diagonal (a)DS_BUILD(frame37) =4 see help modify Date 8/8/2008 Designed' By JRS Checked By 8/ 5/08 8 33am 8/ 5/08 8 33am Page 438 Of 446 Ili Customer I Clallum Builders Exc Inc Date 1 8/8/2008 Description1 Westport Shipyard Cabinet Designed Byl JRS HCI STEEL BUILDING SYSTEMS. INC. l l Checked By (b)DS_BUILD(frame36) =4 see help 4050 Design Summary Report FRAME Id 5 Type RF Line Id= 8 MEMBERS Mem Segl Flange IWeb_Depthl Plate_Thickness I Max_UCV I Max_UCO I Max_UCI Id Id I Len WidIStrt End' Web O -flg I- flglId Ld UcvlId Ld UcolId Ld Uci 1 1 16 1 6 0 13 0 13 0 0 134 0 313 0 500 1 28 0 39 7 28 0 95 7 28 0 99 2 2 7 2 6 0 13 0 13 0 0 164 0 250 0 500 8 4 0 57 8 28 0 98 8 28 1 00 3 3 15 0 6 0 13 0 13 0 0 134 0 250 0 250 18 3 0 57 14 27 0 85 12 30 0 85 4 4 9 6 6 0 13 0 13 0 0 164 0 375 0 625 24 3 0 67 24 3 0 97 22 27 1 00 5 5 6 7 6 0 13 0 13 0 0 164 0 375 0 750 25 3 0 62 25 3 0 95 25 3 0 97 6 6 10 0 6 0 13 0 13 0 0 134 0 250 0 250 30 3 0 69 33 4 0 49 30 27 0 42 7 7 10 0 6 0 13 0 13 0 0 134 0 250 0 250 39 4 0 69 36 3 0 49 39 28 0 42 8 8 6 7 6 0 13 0 13 0 0 164 0 375 0 750 44 4 0 62 44 4 0 95 44 4 0 97 9 9 9 6 6 0 13 0 13 0 0 164 0 375 0 625 45 4 0 67 45 4 0 97 47 28 1 00 10 10 15 0 6 0 13 0 13 0 0 134 0 250 0 250 51 4 0 57 55 28 0 86 57 29 0 85 11 11 7 2 6 0 13 0 13 0 0 164 0 250 0 500 61 3 0 57 61 27 0 98 61 27 1 00 12 12 16 1 6 0 13 0 13 0 0 134 0 313 0 500 62 27 0 39 62 27 0 95 62 27 0 99 COLUMNS Col Mem' LOAD COMBINATIONS 3 DL +CL +SL Job No 4050 modify No Cycles For Plate Optimization= 3 8/ 5/08 8 33am 1 Max_Axial I Max_Shear 1 Max_UCO I Max_UCI Id Idl Locate Part 1 Id Ld UC 1 Id Ld UC 1 Id Ld Ucol Id Ld Uci 1 13 33 3 W8x24 70 3 0 63 70 28 0 00 70 3 0 63 70 3 0 63 2 14 66 7 W8x24 73 4 0 63 73 27 0 00 73 4 0 63 73 4 0 63 Page 439 Of 446 I Job No 4050 modify Customer Clallum Builders Exc Inc Date 8/8/2008 Description[ Westport Shipyard Cabinet Designed- By JRS HCI STEEL BUILDING SYSTEMS, INC. I Checked By WEIGHTS Member Member 4050 Design Summary Report 4 DL +CL +SL 27 1 10DL +1 10CL +0 75SL +0 52SEIS 28 1 10DL +1 10CL +0 75SL -0 52SEIS 29 0 46DL +0 70SEIS 30 0 46DL -0 70SEIS Weight (lb) Weight (lb) Column Weight (lb) 11 12 162 363 1 2 426 426 REACTIONS (Sidewall Columns) 1 2 3 4 5 6 7 8 9 10 363 162 242 265 204 161 161 204 265 242 Total Weight (lb) Frame Members 2795 Interior Col 852 Conn Plates 145 Base Plates 42 Trans Stiff 0 3834 8/ 5/08 8 33am 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 1 63 6 97 0 00 0 00 -1 72 7 07 0 00 0 00 2 1 72 7 07 0 00 0 00 -1 63 6 97 0 00 0 00 3 4 53 18 67 0 00 0 00 -4 77 18 82 0 00 0 00 4 4 77 18 94 0 00 0 00 -4 53 18 55 0 00 0 00 5 0 21 1 21 0 00 0 00 -0 22 1 23 0 00 0 00 6 0 22 1 23 0 00 0 00 -0 21 1 21 0 00 0 00 Page 440 Of 446 HCI STEEL BUILDING SYSTEMS. INC. 4050 Design Summary Report REACTIONS (Interior Columns) Job No 4050 I modify Customer Clallum Builders Exc Inc Date 8/8/2008 Description' Westport Shipyard Cabinet Designed By JRS Checked By 8/ 5/08 8 33am 7 -0 49 2 16 0 00 0 00 -2 16 4 26 0 00 0 00 8 2 16 4 26 0 00 0 00 0 49 2 16 0 00 0 00 9 -0 68 3 31 0 00 0 00 -1 98 5 43 0 00 0 00 10 1 98 5 43 0 00 0 00 0 68 3 31 0 00 0 00 11 1 67 10 90 0 00 0 00 -4 47 13 10 0 00 0 00 12 4 47 13 19 0 00 0 00 -1 66 10 81 0 00 0 00 13 1 47 12 05 0 00 0 00 -4 30 14 27 0 00 0 00 14 4 30 14 36 0 00 0 00 -1 47 11 96 0 00 0 00 15 -2 36 -4 31 0 00 0 00 -1 07 -1 64 0 00 0 00 16 1 07 -1 64 0 00 0 00 2 36 -4 31 0 00 0 00 17 -2 61 -2 77 0 00 0 00 -0 83 -0 07 0 00 0 00 18 0 83 -0 07 0 00 0 00 2 61 -2 77 0 00 0 00 19 0 52 -3 80 0 00 0 00 -0 07 -2 52 0 00 0 00 20 0 52 -3 80 0 00 0 00 -0 07 -2 52 0 00 0 00 21 0 07 -2 52 0 00 0 00 -0 52 -3 80 0 00 0 00 22 0 07 -2 52 0 00 0 00 -0 52 -3 80 0 00 0 00 23 -1 70 1 58 0 00 0 00 -3 08 4 98 0 00 0 00 24 3 08 4 98 0 00 0 00 1 70 1 58 0 00 0 00 25 -0 40 4 91 0 00 0 00 -3 32 7 63 0 00 0 00 26 3 32 7 63 0 00 0 00 0 40 4 91 0 00 0 00 27 1 50 13 37 0 00 0 00 -5 86 16 75 0 00 0 00 28 5 86 16 84 0 00 0 00 -1 50 13 28 0 00 0 00 29 -2 24 -1 04 0 00 0 00 -2 38 2 16 0 00 0 00 30 2 38 2 16 0 00 0 00 2 24 -1 04 0 00 0 00 31 0 72 3 28 0 00 0 00 -0 72 3 28 0 00 0 00 32 1 48 6 27 0 00 0 00 -1 48 6 27 0 00 0 00 33 3 71 15 11 0 00 0 00 -3 71 15 02 0 00 0 00 34 0 10 0 56 0 00 0 00 -0 10 0 56 0 00 0 00 35 1 50 4 68 0 00 0 00 -1 27 7 41 0 00 0 00 36 1 27 7 41 0 00 0 00 -1 50 4 68 0 00 0 00 Load Coll Col_2 Id Fx(k) Fy(k) Fz(k) M(f -k) Fx(k) Fy(k) Fz(k) M(f -k) 1 0 04 14 27 0 00 0 00 0 05 14 12 0 00 0 00 2 -0 05 14 12 0 00 0 00 -0 04 14 27 0 00 0 00 3 0 11 38 23 0 00 0 00 0 13 37 83 0 00 0 00 4 -0 13 37 82 0 00 0 00 -0 11 38 24 0 00 0 00 5 0 01 2 21 0 00 0 00 0 01 2 19 0 00 0 00 Page 441 Of 446 NCI STEEL BUILDING SYSTEMS. INC. 4050 Design Summary Report 6 -0 01 2 19 0 00 0 00 -0 01 2 21 0 00 0 00 7 0 02 5 66 0 00 0 00 0 02 7 33 0 00 0 00 8 -0 02 7 33 0 00 0 00 -0 02 5 66 0 00 0 00 9 0 02 7 75 0 00 0 00 0 03 9 40 0 00 0 00 10 -0 03 9 40 0 00 0 00 -0 02 7 75 0 00 0 00 11 0 09 23 68 0 00 0 00 0 11 25 07 0 00 0 00 12 -0 11 25 06 0 00 0 00 -0 09 23 68 0 00 0 00 13 0 10 25 78 0 00 0 00 0 12 27 13 0 00 0 00 14 -0 12 27 12 0 00 0 00 -0 10 25 79 0 00 0 00 15 -0 03 -7 31 0 00 0 00 -0 02 -4 89 0 00 0 00 16 0 02 -4 89 0 00 0 00 0 03 -7 31 0 00 0 00 17 -0 02 -4 51 0 00 0 00 -0 01 -2 13 0 00 0 00 18 0 01 -2 13 0 00 0 00 0 02 -4 51 0 00 0 00 19 0 03 -8 22 0 00 0 00 0 01 -3 60 0 00 0 00 20 0 03 -8 22 0 00 0 00 0 01 -3 60 0 00 0 00 21 -0 01 -3 60 0 00 0 00 -0 03 -8 22 0 00 0 00 22 -0 01 -3 60 0 00 0 00 -0 03 -8 22 0 00 0 00 23 0 14 9 10 0 00 0 00 0 05 3 75 0 00 0 00 24 -0 05 3 75 0 00 0 00 -0 14 9 10 0 00 0 00 25 0 18 14 75 0 00 0 00 0 13 10 49 0 00 0 00 26 -0 13 10 49 0 00 0 00 -0 18 14 75 0 00 0 00 27 0 51 33 21 0 00 0 00 0 44 27 79 0 00 0 00 28 -0 44 27 78 0 00 0 00 -0 51 33 22 0 00 0 00 29 0 05 3 53 0 00 0 00 -0 03 -1 51 0 00 0 00 30 0 03 -1 51 0 00 0 00 -0 05 3 53 0 00 0 00 31 0 00 6 42 0 00 0 00 0 00 6 42 0 00 0 00 32 0 00 12 62 0 00 0 00 0 00 12 62 0 00 0 00 33 -0 01 30 49 0 00 0 00 0 01 30 50 0 00 0 00 34 0 00 1 01 0 00 0 00 0 00 1 01 0 00 0 00 35 -0 06 9 17 0 00 0 00 -0 13 19 09 0 00 0 00 36 0 13 19 09 0 00 0 00 0 06 9 17 0 00 0 00 DEFLECTIONS (in) Lateral Defl Load Top Of Col Id Left Right 37 -0 08 -0 04 38 -0 08 -0 04 39 -0 21 -0 12 40 -0 21 -0 12 Job No 4050 modify Customer Clallum Builders Exc Inc Date 8/8/2008 (Description Westport Shipyard Cabinet Designed JRS Checked By Vertical Defl Midspan Of Col LT -1 1 -2 2 -RT 0 47 -0 24 -0 50 0 47 -0 24 -0 50 1 33 -0 60 -1 41 1 33 -0 60 -1 41 8/ 5/08 8 33am Page 442 Of 446 r r I Job No 1 4050 modify Customer I Clallum Builders Exc Inc Date 1 8/8/2008 V Description Westport Shipyard Cabinet Designed Byl JRS HCI STEEL BUILDING SYSTEMS, INC. l Checked By 4050 Design Summary Report 41 -0 01 -0 01 -0 06 -0 03 -0 06 42 -0 01 -0 01 -0 06 -0 03 -0 06 43 0 39 0 38 0 17 0 08 0 22 44 -0 38 -0 39 0 22 0 08 0 17 45 0 40 0 39 0 10 0 06 0 15 46 -0 39 -0 40 0 15 0 06 0 10 47 -0 31 -0 31 0 31 0 07 0 05 48 -0 31 -0 31 0 31 0 07 0 05 49 2 17 2 19 -0 73 -0 13 0 39 50 -2 19 -2 17 0 39 -0 13 -0 73 51 -0 55 -0 50 0 09 -0 28 -0 47 52 0 50 0 55 -0 47 -0 28 0 09 DEFLECTIONS RATIO Lateral Defl Vertical Defl Load Top Of Col Midspan Of Col Id Left Right LT -1 1 -2 2 -RT 37 2470 4912 843 1636 795 38 2470 4912 843 1636 795 39 934 1583 300 665 283 40 934 1583 300 665 283 41 19090 37453 6547 12748 6175 42 19090 37453 6547 12748 6175 43 493 504 2357 5095 1851 44 504 493 1851 5095 2357 45 483 496 4013 7224 2661 46 496 483 2661 7224 4013 47 632 631 1270 5810 7528 48 632 631 1270 5810 7528 49 88 88 545 3156 1031 50 88 88 1031 3157 545 51 353 386 4565 1445 855 52 386 353 855 1445 4564 MAX DEFLECTION Type Deflect Span /Deflect Limit Live Vertical -1 19 336 180 Horizontal Drift 2 19 88 50 8/ 5/08 8 33am Page 443 Of 446 r r F-� L J HCI STEEL BUILDING SYSTEMS. INC. 4050 Design Summary Report P -DELTA CHECK (Effective Length) Left Column Right Column Int Col 1 Int Col 2 Max first order drift (in) 2 07 Max second order drift (in) 2 25 Ratio second /first 1 08 ENDWALL VERTICAL DEFLECTION Column Vertical_Up Vertical_Down Location Load Deflect Load Deflect 33 33 47 0 01 39 0 04 66 67 44 0 01 39 0 04 4050 Flange Hole Check 8/ 5/08 8 33am OUTSIDE FLANGE CHECK I Customer) Clallum Builders Exc Inc I Date l 8/8/20Q8 Description) Westport Shipyard Cabinet l Designed'Byl IRS Max Deflect Ratio 0 0481 0 0481 0 0483 0 0483 Job No 4050 modify Checked By 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 6 000 0 313 0 625 1 008 16 0 04 1 1 1 3 2 6 000 0 313 0 625 1 008 24 0 23 1 1 1 6 3 6 000 0 313 0 625 1 008 26 0 41 2 2 2 9 1 6 000 0 250 0 625 1 008 28 0 50 2 3 3 13 2 6 000 0 250 0 625 1 008 30 0 34 8/ 5/08 8 33am Page 444 Of 446 HCI STEEL BUILDING SYSTEMS. INC. INSIDE FLANGE CHECK VERTICAL CLEARANCE Job No 4050 I modify 111 1 Customer I Clallum Builders Exc Inc Date 8/8/2008 IDescriptionl Westport Shipyard Cabinet Designed By JRS Checked By 4050 Flange Hole Check 8/ 5/08 8 33am 2 3 3 15 3 6 000 0 250 0 625 1 008 19 0 23 2 3 3 17 4 6 000 0 250 0 625 1 008 19 0 20 2 4 4 20 5 6 000 0 375 0 625 1 008 19 0 04 2 4 4 22 6 6 000 0 375 0 625 1 008 27 0 39 2 5 5 26 7 6 000 0 375 0 625 1 008 3 0 81 2 5 5 28 8 6 000 0 375 0 625 1 008 27 0 26 2 6 6 31 9 6 000 0 250 0 625 1 008 29 0 08 2 6 6 33 10 6 000 0 250 0 625 1 008 15 0 09 3 7 7 36 1 6 000 0 250 0 625 1 008 16 0 09 3 7 7 38 2 6 000 0 250 0 625 1 008 30 0 08 3 8 8 41 3 6 000 0 375 0 625 1 008 28 0 26 3 8 8 43 4 6 000 0 375 0 625 1 008 4 0 81 3 9 9 47 5 6 000 0 375 0 625 1 008 28 0 39 3 9 9 49 6 6 000 0 375 0 625 1 008 21 0 04 3 10 10 52 7 6 000 0 250 0 625 1 008 21 0 20 3 10 10 54 8 6 000 0 250 0 625 1 008 21 0 23 3 10 10 56 9 6 000 0 250 0 625 1 008 29 0 34 3 11 11 60 10 6 000 0 250 0 625 1 008 27 0 50 4 12 12 63 1 6 000 0 313 0 625 1 008 25 0 41 4 12 12 66 2 6 000 0 313 0 625 1 008 23 0 23 4 12 12 68 3 6 000 0 313 0 625 1 008 15 0 04 Eff Net/ Col Mem Seg Sec Flange Hole Gross Max_UC Id Id Id Id Width Thick Dia Limit Load UC 1 4 4 23 6 000 0 625 0 875 0 901 19 0 19 1 5 5 25 6 000 0 750 0 875 0 901 19 0 18 2 8 8 44 6 000 0 750 0 875 0 901 21 0 18 2 9 9 46 6 000 0 625 0 875 0 901 21 0 19 4050 Rigid Frame Clearances 8/ 5/08 8 33am Page 445 Of 446 Job No 1 4050 I modify Customer I Clallum Builders Exc Inc I Date 8/8/2008 IDescriptionl Westport Shipyard Cabinet I Designed By JRS HCI STEEL BUILDING SYSTEMS. INC. Location 4050 Rigid Frame Clearances Left_Col 15'00 -14" 1'09 -13" 15'00 -14 Right_Col 15'00 -14 98'02 -03" 15'00 -14" Midspan 19'01 -05" 50'00 -00" 19'01 -05" Int_Col 1 17'08 -00" 33'04 -00" 17'08 -00" Int_Col 2 17'08 -00" 66'08 -00" 17'08 -00" HORIZONTAL CLEARANCE Location Span X Coordl X_Coord2 Left_Col Int_Col 1 31'06 -03" 1'09 -13" 33'04 -00" Int_Col 1 Int_Col 2 33'04 -00" 33'04 -00" 66'08 -00" Int_Col 2 Right_Col 31'06 -03" 66'08 -00" 98'02 -03 4050 Rigid Frame Design Warnings No Warnings Span X Coord Y_Coord Checked By 8/ 5/08 8 33am 8/ 5/08 8 33am Page 446 Of 446 IBC ROOF SNOW DRIFT CALCULATIONS DATE: 17/31/2008 General Description: Input Data: Input items are located in Bold Red Underlined Text Input Boxes. A description of the input item is located to the right of the box, or see ASCE 7 for definitions of specific terms. Output Interpretation: The resulting graphic shows the width and the amount of the snow drift that is in addition to the existing roof snow load. Also shown is the maximum load due to the combined drift and snow loads. HEIGHT OF HIGH ROOF HEIGHT OF LOWER ROOF WIDTH OF HIGH ROOF (Lu) (Lu, min 25 8.) ROOF SNOW LOAD (p,) C, (from ASCE 7 table 7-2) C, (from ASCE 7 table 7-3) I, (from ASCE 7 table 7-4) BASIC GROUND SNOW LOAD po p,/(0.7•C; C,I) SNOW DENSITY (Eq. 7-4) 1=0.13'p +14 18.8 pcf DRIFT HEIGHT (Fig. 7 -9) h (0.431L„ °11 '(p s +10) °25 -1.5 3.2 ft (Fig. 7 -9) CHECK hdh h, H -h hb= P11 4•h 4'13 8'h, DRIFT WIDTH W Pd 7 Max (SNOW DRIFT) LOAD Pa Pr= 25 This program calculates the snow drift for buildings against taller enclosed buildings. It follows equations in section 7.7 of ASCE 7-98 (IBC 2003). 21.6716 17.0016 500.008 25.0 1psf h,- 4.67 1.00 1.00 17 ft 1.001 psf 20.0 psf (compare to MBMA listed values or check with building office!) 3.10 >0.2 Therefore, Snow drifting loads must be considered. 4.87 ft 1.58 12.8 ft 8.8 ft 37.38 ft 12.8 8 78.1 psf 78.1 psf SUMMARY' Peak Drift Load p p- 53.1 psf WIDTH 12.80 8 53.1 psf 12.80 6 JOB NO: PROJECT CUSTOMER: LOCATION: 21.87 6 1 25 psf Pa= 78.1 psf SNOW DRIFTING LOAD (REF: ASCE 7 -98 FIG. 7 -81 4050 Westot Shovd Cabinet Shop Clallum Builders Port Angeles. WA L., 500 ft IBC ROOF SNOW DRIFT CALCULATIONS DATE: 7131/2008 General Description. Input Data Output Interoretation: HEIGHT OF HIGH ROOF HEIGHT OF LOWER ROOF WIDTH OF HIGH ROOF (Lu) (Lu, min 25 ft.) ROOF SNOW LOAD (p,) C, (from ASCE 7 table 7-2) C, (from ASCE 7 table 7 -3) I, (from ASCE 7 table 7-4) BASIC GROUND SNOW LOAD Po Pd(0.7•C,•C,I) SNOW DENSITY (Eq. 7-4) Y- 0.131p DRIFT HEIGHT (Fig. 7 -9) h (0.431L„ "'(p +10) -1.5 CHECK h,/h h, H h h5= Pd7 4•h 4'11,, 8 h DRIFT WIDTH W (Fig. 7 -9) Pa Y(hd +hb) Max (SNOW DRIFT) LOAD Pa Pr= 25 This program calculates the snow drift for buildings against taller enclosed buildings. It follows equations in section 7.7 of ASCE 7 -98 (IBC 2003). Input items are located in Bold Red Underlined Text Input Boxes. A description of the input item is located to the right of the box, or see ASCE 7 for definitions of specific terms. The resulting graphic shows the width and the amount of the snow drift that is in addition to the existing roof snow load. Also shown is the maximum load due to the combined drift and snow loads. 24.00 8 17.00 ft 500.00 8 25.0 psf 1.00 1.00 1.00 psf 20.0 psf (compare to MBMA listed values or check with building office]) 16.6 pcf 5.5 ft 4.65 >0.2 Therefore, Snow drifting loads must be considered. 78 1.58 22.0 ft 17.3 8 56ft 22.0 ft 116.3 psf 116.3 psf SUMMARY* Peak Drift Load Pa Pe WIDTH 22.00 ft JOB NO: PROJECT CUSTOMER: LOCATION: 24 8 h,- 7 17 R 91.3 psf 22.00 n 91.3 psf 25 psf Pa 118.3 psf SNOW DRIFTING LOAD IREF: ASCE 7 -98 FIG. 7-81 4050 Westot Shovd Cabinet Shop Clallum Builders Port Anaetes. WA L„ 500 8 Left Cantilever A Left CaHilever r 2.5 (Center Span 10.5 ft Center Soar Multi Loaded Beam[ AISC 9th Ed ASD Ver. 7.01.14 By: John R Spain, PE NCI Steel on: 07 -31 -2008 Project: 4050 Location: Summary: A992 -50 W4x13 x 38.0 FT (2.5 10.5 25) Section Adequate By: 1195.0% Canhollina Factor Moment of Inertia LOADING DIAGRAM B B Reactions Live Load Dead Load Total Load Uplift Load A 283 Lb 0Lb 283 Lb 0Lb 8 88 Lb 0Lb 88 Lb 18 Lb C 1 L 0Lb 1Lb -3 Lb Trapezoidal Loading Left LL Left DL Right LL Right DL Load Start Load End TR1 53 Ptf 0 Plf 44 Plf 0 Plf 0 Ft 2.5 Ft Trapezoidal Loading eL ft LL Left DL Right LL Right DI, Load Start Load End TR1 44 Plf 0 Plf 0 Plf 0 Plf 0 Ft 10.5 Ft Right Span 25 ft A Reactions Live Load Dead Load Total Load Uolift Load A 15 Lb 0 Lb 15 Lb 0Lb B O Lb O Lb O Lb -90 Lb C 430 Lb e" 0 Lb 430 Lb 0 Lb D 649 Lb 0 Lb 649 Lb 0 Lb Right Span q Multi- Loaded Beam[ AISC 9th Ed ASD Ver. 7.01.14 By: John R Spain, PE HCI Steel on: 07 -31 -2008 Project: 4050 Location: Summary: A992 -50 W4x13 x 75.0 FT (25 25 25) Section Adequate Bv: 9.1% Controlling Factor. Moment of Inertia LOADING DIAGRAM B Left Span 2511 Center Span 25 ft Trapezoidal Loading Left LL Left DL Right LL Right DL Load Start Load End TR1 0 Plf 0 Plf 91 Plf 0 Plf 3 Ft 25 Ft 4 5° fie(Pr pis1VIi en bilks Right Span 25 ft Flush and Extended Multiple Row Moment End -Plate Connection Design Based on procedures as found in AISC Steel Design Guide Number 16 2003) Appendix B ASD analysis GIVEN or ASSUMED: End -Plate thickness, Bolt Diameter, End -Plate and Beam Geometry, Material Properties FIND: Connection Moment Design Strength and Compare to Working Stress INPUT br= bo F 9 pn= fir d. h= tw M Trial bolt diameter (d 1.000 (in) type A325 Trial end -plate thickness (t 1.0000 (in) OUTPUT Y= beMpi• OM, 4M„ Style of connection to be evaluated? Multiple row extended unstiffened 1/2 moment MRE1 /2 6.00 (in) 6.00 (in) 50 (ksi) 1.00 (in) 3.50 (in) 2.00 (in) 3.50 (in) 2.00 (in) 24.00 (in) 0.13 (in) 0.25 (in) 328.00 (k -ft) 492.00 (k -ft) 1.00 180.83 8,13716 (k -in) 5,785.95 (k -in) 6,679.81 (k -in) Nominal Connection Strength Working Moment Required Flexural Strength Pro Pb2 678.10 (k -ft) 482.16 (k -ft) 556.65 (k -ft) 2.00 (in) 0.00 (in) Thick Plate Behavior Controlled by Bolt Rupture (no prying action) 556.65 (k -ft) ©K-- 328.00 (k -ft) 492.00 (k -ft) if°5 Mo iM cdf corl'lecro,l Ar »JJo �imme LIFE 1