HomeMy WebLinkAbout1937 Village Cir Technical - BuildingTECHNICAL
Permit g' ga
Address I 937
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Project description eAu S;v1
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Date the permit was finaled 1Z S-0 g
Number of technical pages
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DATE PUN NUMBER:
06 -26 -08 SAN GREGORY RESIDENCE
LATERAL ANALYSIS
FOR.
BEACH WOOD HOMES
SITE.
1937 VILLAGE CIRCLE
PORT ANGELES, WA
ORIGINAL STAMP
MUST BE RED
TO BE VALID
EXPIRES: 05108 09
PACIFIC NORTHWEST
ENGINEERING INC.
05 5W, Suit C Lakewood WA9649
9h.. (253) 6 650
CONSULTING
ENGINEERS
`117FE'iMd'vEE,T
ENGINES RING
SOILS CRITERIA
Soils Consultant None
Soils Report None
Bearing Pressure Req'd 1500psf
Bearing Depth 18'
PACIFIC NORTHWEST ENGINEERING INC
The enclosed documents are to be used in conjunction with the plans referenced on the
cover It is essential that the contractor study the engineering requirements and required
changes to the architectural plan prior to start of work. Changes may include additional
foundations or footings, beam size changes siding changes etc.
Scone of Enaineerina Engineering analyses and design to resist lateral and aravitv
loads in accordance with the 2006 IBC have been performed and incorporated into
stamped "S'sheets. All analyses and calculations are included in this engineering report.
Engineering assumptions are listed below If these conditions are not present at the site
these calculations are void and Pacific Northwest Engineering Inc. must be contacted
immediately
LOADING CRITERIA
Building Code 2006 International Building Code
Seismic Design Category D
Ss 1 30
31 0 48
Response Mod Factor 6 5
Site Class D
Basic Wind Speed 100 mph Exposure C
LIVE LOADS lost) U.N.O.
Uninhabitable attics without storage 10
Uninhabitable attics with storage 20
Habitable attics and sleeping areas 30
All other areas except balconies 40
Balconies 60
DEAD LOADS last) U.N.O.
Roof with composition roofing 15
Floor 10
SNOW LOADS (osf) U.N.O.
Snow 25
PACIFIC NORTHWEST ENGINEERING INC
4924 109 ST SW SUITE C
LAKEWOOD, WA. 98499 -3733
Phone (253) 682 2850 Fax (253) 682 2851
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San Gregory.wsw Wood Works® Shearwalls 8.0 June 26, 2008 11:56:19
Level 1 of 1
WoodWorks® Shearwalls SOFTWARE FOR WOOD DESIGN
A-1
D-1 1
1
40'
min miiwP C-3
C-1 C-2 C-4
C-5
1MM
B-1
1
10' -5'
10' 15. 20' 25' 30' 35' 40' 45' 50' 55'
3 of 18
55'
1
35'
30'
1
1
20'
15'
10'
5'
-5'
10'
60'
San Gregory.wsr
COMPANY AND PROJECT INFORMATION
1 Company
Pacific Northwest Engineering
4924 109th Street SW
Lakewood, WA 98499
DESIGN SETTINGS
Design Code
IBC 2006
Wind Capacity Increase Load Combinations
Shear C &C Panels 0 70 Seismic
1 40 1 60 1 00 Wind
Duration
Factor
1 60
Plywood Fiberboard
Wind Seismic
3 5 3 5
SITE INFORMATION
ASCE 7 -05
Design WInd Speed
Exposure
Enclosure
WoodWorks® Shearwalls
Nail Withdrawal Modification
Temperature Moisture Content
Range Fabrication Service
T =100F Dry Dry
Maximum Height -to -width Ratio
Shearwall Relative Rigidity'
Hold -down Forces:
Seismic Materials:
Case 2 rigid diaphragm load distribution:
Shape
Site Location:
IBC Occupancy
Category II All others
Wind
General analytic method for
100mph
Exposure C
Partly Enclosed
Topographic Information [ft]
Height
WoodWorks® Shearwalls 8.0
1 Project
San Gregory
Wind Standard
ASCE 7 -05 All heights
Designed capacity using flexible distribution
Based on applied shearline force
Include gypsum on exterior walls
75% loads torsional moment
all bldgs
Project Information
Length
Wind
1
Lumber
Design Category
Site Class
SOFTWARE FOR WOOD DESIGN
Seismic
Fundamental Period
T Used
Approximate Ta
Maximum T
Response Factor R
Seismic Standard
ASCE 7 -05
Jun. 26, 2008 11:56:26
Building Code Capacity Reduction
Wind Seismic
1 00 1 00
Max Shearwall Offset [ft]
Plan Elevation
(within story) (between stories)
4 00
Gypsum
Blocked Unblocked
ASCE 7 Equivalent
Category II All others
Seismic
ASCE 7 -05 Equivalent lateral force procedure
D
D
Spectral Response Acceleration
S1 0 480g SS:1 300g
E -W N-S
0 095s 0 095s
0 095s 0 095s
0 114s 0 114s
6 50 6 50
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WoodWorks® Shearwalls
Structural Data
STORY INFORMATION
Story Floor /Ceiling Wall
Elev (ftl Depth fin] Height fftl
Ceiling 10 83 0 0
Level1 2 83 10 0 8 00
Foundation 2 00
San Gregory wsr Jun. 26, 2008 11:56:26
BLOCK and ROOF INFORMATION
I Block Roof Panels
Dimensions fftl I Face Tvoe Slope Overhang fftl
Block 1 1 Story E -W Ridge
Location X,Y 0 00 15 00 North Side 23 0 1 00
ExtentX,Y= 46 00 27 00 South Side 23 0 1 00
Ridge Y Location, Offset 28 50 0 00 East Gable 90 0 1 00
Ridge Elevation, Height 16 56 5 73 West Gable 90 0 1 00
Block 2 1 Story N -S Ridge
Location X,Y 25 00 10 00 North Joined 157 0 1 00
Extent X,Y 21 00 5 00 South Gable 90 0 1 00
Ridge X Location, Offset 35 50 0 00 East Side 23 0 1 00
Ridge Elevation, Height 15 29 4 46 West Side 23 0 1 00
Block 3 1 Story N -S Ridge
Location X,Y 0 00 0 00 North Joined 157 0 1 00
Extent X,Y 19 00 15 00 South Gable 90 0 1 00
Ridge X Location, Offset 9 50 0 00 East Side 23 0 1 00
Ridge Elevation, Height 14 87 4 03 West Side 23 0 1 00
2
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WoodWorks® Shearwalls
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MATERIALS by WALL GROUP
Wall I Sheathing [in] Fasteners Spcg [in] I Framing Members [in] Apply
Grp Surf Material Thick Orient Size Tvoe Edo Fld Blko Species G Spc Notes
1 Ext Struct Shthg 7/16 Vert 8d Nail 6 12 yes Hem -Fir 0 43 16 1 3
2 Ext Struct Shthg 7/16 Vert 8d Nail 4 12 yes Hem -Fir 0 43 16 1 3
Grp Wall Design Group, Surf Exterior or interior surface of exterior wall; Spcg Edge or field nail spacing; BIkg Blocked; G Specific gravity Spc
Wall stud spacing
Notes:
1 Capacity has been reduced according to IBC specific gravity adjustment.
3. Shear capacity for current design has been increased to the value for 15/32' sheathing with same nailing because stud spacing is 16' max. or
panel orientation is horizontal.
3
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WoodWorks® Shearwalls
SHEARLINE, WALL and OPENING DIMENSIONS
North -south Type Wall Location Extent (ft] Length FHS Height
Shearlines GrouD(s) X Fft1 Start End rftl rftl rftl
Line 1
Level 1
Line 1 Level 1 Seg 1 0 00 0 00 42 00 42 00 42 00 8 00
Wall 1 -1 Seg 1 0 00 0 00 42 00 42 00 42 00
Line 2
Level 1
Line 2 Level 1 NSW 9 50 20 50 22 50 2 00 0 00 8 00
Wall 2 -1 NSW 9 50 20 50 22 50 2 00 0 00
Line 3
Level 1
Line 3 Level 1 Seg 2 19 00 0 00 42 00 42 00 18 50 8 00
Wall 3 -1 Seg 2 19 00 0 00 18 50 18 50 18 50
Line 4
Level 1
Line 4 Level 1 NSW 25 00 10 00 18 50 8 50 0 00 8 00
Wall 4 -1 NSW 25 00 10 00 18 50 8 50 8 50
Line 5
Level 1
Line 5 Level 1 Seg 1 46 00 10 00 42 00 32 00 26 50 8 00
Wall 5 -1 Seg 1 46 00 10 00 42 00 32 00 26 50
Opening 1 25 00 28 00 3 00 6 75
Opening 2 35 50 38 00 2 50 6 75
East -west Type Wall Location Extent [ft] Length FHS Height
Shearlines Group(s) Y [ftl Start End rftl rftl rftl
LineA
Level 1
Line A, Level 1 Seg 1 0 00 0 00 19 00 19 00 5 00 8 00
Wall A -1 Seg 1 0 00 0 00 19 00 19 00 5 00
Opening 1 2 50 16 50 14 00 6 75
Line B
Level 1
Line B Level 1 Seg 2 10 00 25 00 46 00 21 00 11 00 8 00
Wall B -1 Seg 2 10 00 25 00 46 00 21 00 11 00
Opening 1 27 50 32 50 5 00 6 75
Opening 2 38 00 43 00 5 00 6 75
Line C
Level 1
Line C Level 1 Seg 2 21 42 0 00 46 00 46 00 12 00 8 00
Wall C -1 Seg 2 20 50 0 00 3 00 3 00 3 00
Wall C -2 Seg 2 20 50 6 00 9 50 3 50 3 50
Wall C -3 Seg 2 22 50 9 50 15 00 5 50 5 50
Wall C -5 NSW 18 50 19 00 25 00 6 00 0 00
Opening 1 21 00 24 00 3 00 6 75
Wall C -4 NSW 20 50 15 00 19 00 4 00 4 00
Line D
Level 1
Line D Level 1 Seg 1 42 00 0 00 46 00 46 00 30 00 8 00
Wall D -1 Seg 1 42 00 0 00 46 00 46 00 30 00
Opening 1 3 50 8 50 5 00 6 75
Opening 2 14 00 20 00 6 00 6 75
Opening 3 29 00 34 00 5 00 6 75
Type Seg segmented, prf perforated, NSW non- sheaiwall; Location dimension perp. to wall; FHS length of full- height sheathing; Wall
Group(s) refer to Materials by Wall Group table, refer to Shear Results tables for each design case if more than one group
4
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Loads
WIND SHEAR LOADS (as entered or generated)
Level 1 Magnitude Trib
Block F Element Load Wnd Surf Prof Location [ft] [Ibs,plf Ht
Case Dir Dir Start End Start End MI
Block 1 W Wall 2 W ->E Wind Line 0 00 42 00 37 7
Block 1 W Wall 1 W >E Wind Line 0 00 42 00 50 2
Block 1 W Wall 2 W ->E Wind Line 10 00 18 50 37 7
Block 1 W Wall 1 W ->E Wind Line 10 00 18 50 50 2
Block 1 W L Gable 1 W ->E Wind Line 15 00 28 50 0 0 72 0
Block 1 W L Gable 2 W ->E Wind Line 15 00 28 50 0 0 54 0
Block 1 W R Gable 2 W ->E Wind Line 28 50 42 00 54 0 0 0
Block 1 W R Gable 1 W >E Wind Line 28 50 42 00 72 0 0 0
Block 1 E Wall 2 W ->E Lee Line 0 00 18 50 16 9
Block 1 E Wall 1 W >E Lee Line 0 00 18 50 22 6
Block 1 E Wall 2 W ->E Lee Line 10 00 42 00 16 9
Block 1 E Wall 1 W ->E Lee Line 10 00 42 00 22 6
Block 1 E L Gable 2 W >E Lee Line 15 00 28 50 0 0 24 2
Block 1 E L Gable 1 W ->E Lee Line 15 00 28 50 0 0 32 3
Block 1 E R Gable 1 W >E Lee Line 28 50 42 00 32 3 0 0
Block 1 E R Gable 2 W ->E Lee Line 28 50 42 00 24 2 0 0
Block 1 W Wall 1 E >W Lee Line 0 00 42 00 22 6
Block 1 W Wall 2 E ->W Lee Line 0 00 42 00 16 9
Block 1 W Wall 2 E >W Lee Line 10 00 18 50 16 9
Block 1 W Wall 1 E ->W Lee Line 10 00 18 50 22 6
Block 1 W L Gable 1 E >W Lee Line 15 00 28 50 0 0 32 3
Block 1 W L Gable 2 E >W Lee Line 15 00 28 50 0 0 24 2
Block 1 W R Gable 1 E ->W Lee Line 28 50 42 00 32 3 0 0
Block 1 W R Gable 2 E ->W Lee Line 28 50 42 00 24 2 0 0
Block 1 E Wall 1 E >W Wind Line 0 00 18 50 50 2
Block 1 E Wall 2 E >W Wind Line 0 00 18 50 37 7
Block 1 E Wall 1 E ->W Wind Line 10 00 42 00 50 2
Block 1 E Wall 2 E ->W Wind Line 10 00 42 00 37 7
Block 1 E L Gable 1 E >W Wind Line 15 00 28 50 0 0 72 0
Block 1 E L Gable 2 E >W Wind Line 15 00 28 50 0 0 54 0
Block 1 E R Gable 2 E ->W Wind Line 28 50 42 00 54 0 0 0
Block 1 E R Gable 1 E >W Wind Line 28 50 42 00 72 0 0 0
Block 1 S Roof 2 S >N Wind Line -1 00 47 00 8 5
Block 1 S Roof 1 S >N Wind Line -1 00 47 00 11 3
Block 1 S Wall 2 S ->N Wind Line 0 00 19 00 37 7
Block 1 S Wall 1 S ->N Wind Line 0 00 19 00 50 2
Block 1 S Wall 2 S >N Wind Line 19 00 25 00 37 7
Block 1 S Wall 1 S >N Wind Line 19 00 25 00 50 2
Block 1 S Wall 2 S >N Wind Line 25 00 46 00 37 7
Block 1 S Wall 1 S >N Wind Line 25 00 46 00 50 2
Block 1 N Roof 2 S >N Lee Line -1 00 47 00 43 5
Block 1 N Roof 1 S ->N Lee Line -1 00 47 00 58 0
Block 1 N Wall 1 S >N Lee Line 0 00 46 00 31 4
Block 1 N Wall 2 S >N Lee Line 0 00 46 00 23 6
Block 1 S Roof 1 N >S Lee Line -1 00 47 00 58 0
Block 1 S Roof 2 N >S Lee Line -1 00 47 00 43 5
Block 1 S Wall 1 N ->S Lee Line 0 00 19 00 31 4
Block 1 S Wall 2 N >S Lee Line 0 00 19 00 23 6
Block 1 S Wall 1 N ->S Lee Line 19 00 25 00 31 4
Block 1 S Wall 2 N ->S Lee Line 19 00 25 00 23 6
Block 1 S Wall 2 N ->S Lee Line 25 00 46 00 23 6
Block 1 S Wall 1 N ->S Lee Line 25 00 46 00 31 4
Block 1 N Roof 2 N ->S Wind Line -1 00 47 00 8 5
Block 1 N Roof 1 N >S Wind Line -1 00 47 00 11 3
Block 1 N Wall 2 N ->S Wind Line 0 00 46 00 37 7
Block 1 N Wall 1 N ->S Wind Line 0 00 46 00 50 2
Block 2 W Wall 1 W ->E Wind Line 0 00 42 00 50 2
Block 2 W Wall 2 W ->E Wind Line 0 00 42 00 37 7
Block 2 W Ctr Roof 2 W >E Wind Line 9 00 14 00 4 2
Block 2 W Ctr Roof 1 W ->E Wind Line 9 00 14 00 5 6
Block 2 W Wall 1 W >E Wind Line 10 00 18 50 50 2
Block 2 W Wall 2 W >E Wind Line 10 00 18 50 37 7
Block 2 W R Roof 2 W ->E Wind Line 14 00 25 50 4 2
Block 2 W R Roof 1 W ->E Wind Line 14 00 25 50 5 6
Block 2 E Wall 1 W >E Lee Line 0 00 18 50 12 6
Block 2 E Wall 2 W >E Lee Line 0 00 18 50 9 4
5
0 0
0 0
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WoodWorks® Shearwalls
San Gregory wsr Jun. 26, 2008 11:56:26
WIND SHEAR LOADS (as entered or generated) (continued)
Block 2 E Ctr Roof 1 W >E Lee Line 9 00 14 00 46 0
Block 2 E Ctr Roof 2 W >E Lee Line 9 00 14 00 34 5
Block 2 E Wall 1 W ->E Lee Line 10 00 42 00 12 6
Block 2 E Wall 2 W ->E Lee Line 10 00 42 00 9 4
Block 2 E R Roof 1 W >E Lee Line 14 00 25 50 46 0
Block 2 E R Roof 2 W ->E Lee Line 14 00 25 50 34 5
Block 2 W Wall 1 E ->W Lee Line 0 00 42 00 12 6
Block 2 W Wall 2 E ->W Lee Line 0 00 42 00 9 4
Block 2 W Ctr Roof 1 E ->W Lee Line 9 00 14 00 46 0
Block 2 W Ctr Roof 2 E ->W Lee Line 9 00 14 00 34 5
Block 2 W Wall 2 E ->W Lee Line 10 00 18 50 9 4
Block 2 W Wall 1 E ->W Lee Line 10 00 18 50 12 6
Block 2 W R Roof 1 E >W Lee Line 14 00 25 50 46 0
Block 2 W R Roof 2 E >W Lee Line 14 00 25 50 34 5
Block 2 E Wall 2 E >W Wind Line 0 00 18 50 37 7
Block 2 E Wall 1 E >W Wind Line 0 00 18 50 50 2
Block 2 E Ctr Roof 2 E ->W Wind Line 9 00 14 00 4 2
Block 2 E Ctr Roof 1 E ->W Wind Line 9 00 14 00 5 6
Block 2 E Wall 1 E ->W Wind Line 10 00 42 00 50 2
Block 2 E Wall 2 E >W Wind Line 10 00 42 00 37 7
Block 2 E R Roof 1 E >W Wind Line 14 00 25 50 5 6
Block 2 E R Roof 2 E >W Wind Line 14 00 25 50 4 2
Block 2 S Wall 2 S >N Wind Line 0 00 19 00 37 7
Block 2 S Wall 1 S >N Wind Line 0 00 19 00 50 2
Block 2 S Wall 1 S >N Wind Line 19 00 25 00 50 2
Block 2 S Wall 2 S ->N Wind Line 19 00 25 00 37 7
Block 2 S L Gable 1 S >N Wind Line 25 00 35 50 0 0
Block 2 S Wall 2 S >N Wind Line 25 00 46 00 37 7
Block 2 S L Gable 2 S >N Wind Line 25 00 35 50 0 0
Block 2 S Wall 1 S >N Wind Line 25 00 46 00 50 2
Block 2 S R Gable 1 S ->N Wind Line 35 50 46 00 56 0
Block 2 S R Gable 2 S >N Wind Line 35 50 46 00 42 0
Block 2 N Wall 2 S ->N Lee Line 0 00 46 00 23 6
Block 2 N Wall 1 S >N Lee Line 0 00 46 00 31 4
Block 2 S Wall 2 N >S Lee Line 0 00 19 00 23 6
Block 2 S Wall 1 N ->S Lee Line 0 00 19 00 31 4
Block 2 S Wall 1 N >S Lee Line 19 00 25 00 31 4
Block 2 S Wall 2 N >S Lee Line 19 00 25 00 23 6
Block 2 S L Gable 1 N >S Lee Line 25 00 35 50 0 0
Block 2 S L Gable 2 N ->S Lee Line 25 00 35 50 0 0
Block 2 S Wall 2 N >S Lee Line 25 00 46 00 23 6
Block 2 S Wall 1 N ->S Lee Line 25 00 46 00 31 4
Block 2 S R Gable 1 N >S Lee Line 35 50 46 00 35 0
Block 2 S R Gable 2 N ->S Lee Line 35 50 46 00 26 2
Block 2 N Wall 2 N >S Wind Line 0 00 46 00 37 7
Block 2 N Wall 1 N ->S Wind Line 0 00 46 00 50 2
Block 3 W Ctr Roof 2 W >E Wind Line -1 00 14 00 2 7
Block 3 W Ctr Roof 1 W ->E Wind Line -1 00 14 00 3 7
Block 3 W Wall 2 W >E Wind Line 0 00 42 00 37 7
Block 3 W Wall 1 W ->E Wind Line 0 00 42 00 50 2
Block 3 W Wall 1 W ->E Wind Line 10 00 18 50 50 2
Block 3 W Wall 2 W >E Wind Line 10 00 18 50 37 7
Block 3 W R Roof 2 W >E Wind Line 14 00 24 50 2 7
Block 3 W R Roof 1 W >E Wind Line 14 00 24 50 3 7
Block 3 E Ctr Roof 2 W >E Lee Line -1 00 14 00 31 5
Block 3 E Ctr Roof 1 W ->E Lee Line -1 00 14 00 42 0
Block 3 E Wall 2 W >E Lee Line 0 00 18 50 21 0
Block 3 E Wall 1 W >E Lee Line 0 00 18 50 28 1
Block 3 E Wall 1 W ->E Lee Line 10 00 42 00 28 1
Block 3 E Wall 2 W >E Lee Line 10 00 42 00 21 0
Block 3 E R Roof 1 W ->E Lee Line 14 00 24 50 42 0
Block 3 E R Roof 2 W >E Lee Line 14 00 24 50 31 5
Block 3 W Ctr Roof 1 E >W Lee Line -1 00 14 00 42 0
Block 3 W Ctr Roof 2 E >W Lee Line -1 00 14 00 31 5
Block 3 W Wall 2 E >W Lee Line 0 00 42 00 21 0
Block 3 W Wall 1 E >W Lee Line 0 00 42 00 28 1
Block 3 W Wall 1 E >W Lee Line 10 00 18 50 28 1
Block 3 W Wall 2 E >W Lee Line 10 00 18 50 21 0
Block 3 W R Roof 1 E ->W Lee Line 14 00 24 50 42 0
Block 3 W R Roof 2 E ->W Lee Line 14 00 24 50 31 5
Block 3 E Ctr Roof 1 E >W Wind Line -1 00 14 00 3 7
Block 3 E Ctr Roof 2 E ->W Wind Line -1 00 14 00 2 7
Block 3 E Wall 2 E ->W Wind Line 0 00 18 50 37 7
6
0 0
0 0
0 0
0 0
0 0
0 0
56 0
42 0
0 0
0 0
35 0
26 2
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
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WoodWorks® Shearwalls San Gregory wsr Jun. 26, 2008 11:56:26
WIND SHEAR LOADS (as entered or generated) (continued)
Block 3 E Wall 1 E >W Wind Line 0 00 18 50 50 2
Block 3 E Wall 2 E >W Wind Line 10 00 42 00 37 7
Block 3 E Wall 1 E >W Wind Line 10 00 42 00 50 2
Block 3 E R Roof 2 E ->W Wind Line 14 00 24 50 2 7 0 0
Block 3 E R Roof 1 E >W Wind Line 14 00 24 50 3 7 0 0
Block 3 S Wall 2 S ->N Wind Line 0 00 19 00 37 7
Block 3 S Wall 1 S >N Wind Line 0 00 19 00 50 2
Block 3 S L Gable 1 S >N Wind Line 0 00 9 50 0 0 50 7
Block 3 S L Gable 2 S ->N Wind Line 0 00 9 50 0 0 38 0
Block 3 S R Gable 1 S ->N Wind Line 9 50 19 00 50 7 0 0
Block 3 S R Gable 2 S >N Wind Line 9 50 19 00 38 0 0 0
Block 3 S Wall 1 S >N Wind Line 19 00 25 00 50 2
Block 3 S Wall 2 S >N Wind Line 19 00 25 00 37 7
Block 3 S Wall 1 S >N Wind Line 25 00 46 00 50 2
Block 3 S Wall 2 S >N Wind Line 25 00 46 00 37 7
Block 3 N Wall 1 S >N Lee Line 0 00 46 00 31 4
Block 3 N Wall 2 S >N Lee Line 0 00 46 00 23 6
Block 3 S L Gable 1 N ->S Lee Line 0 00 9 50 0 0 31 7
Block 3 S Wall 2 N ->S Lee Line 0 00 19 00 23 6
Block 3 S L Gable 2 N ->S Lee Line 0 00 9 50 0 0 23 7
Block 3 S Wall 1 N ->S Lee Line 0 00 19 00 31 4
Block 3 S R Gable 2 N >S Lee Line 9 50 19 00 23 7 0 0
Block 3 S R Gable 1 N >S Lee Line 9 50 19 00 31 7 0 0
Block 3 S Wall 2 N ->S Lee Line 19 00 25 00 23 6
Block 3 S Wall 1 N >S Lee Line 19 00 25 00 31 4
Block 3 S Wall 1 N >S Lee Line 25 00 46 00 31 4
Block 3 S Wall 2 N >S Lee Line 25 00 46 00 23 6
Block 3 N Wall 1 N >S Wind Line 0 00 46 00 50 2
Block 3 N Wall 2 N >S Wind Line 0 00 46 00 37 7
Block Block used in load generation, Accum. loads from one block combined with another Manual user entered loads (so no block); F Building
face (north, south, east or west), Element building surface on which loads generated or entered; Load Case ASCE 7 All heights Case 1 or 2,
ASCE 71ow rise T Transverse, L Longitudinal; Surf Dir Windward or leeward side of the building; Prof Profile (distribution), Location start and
end points on building element; Magnitude Start intensity of uniform and point loads or leftmost intensity of trapezoidal load, end right intensity of
trap load; Trib Ht Tributary height of user applied area loads only
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WoodWorks® Shearwalls San Gregory wsr Jun. 26, 2008 11.56:26
WIND C &C LOADS
Block Building Level Magnitude [pst]
Face Interior End Zone
Block 1 West 1 30 5 36 0
Block 1 East 1 30 5 36 0
Block 1 South 1 30 5 36 0
Block 1 North 1 30 5 36 0
Block 2 West 1 30 5 36 0
Block 2 East 1 30 5 36 0
Block 2 South 1 30 5 36 0
Block 2 North 1 30 5 36 0
Block 3 West 1 30 5 36 0
Block 3 East 1 30 5 36 0
Block 3 South 1 30 5 36 0
Block 3 North 1 30 5 36 0
8
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WoodWorks® Shearwalls
4UILDING MASSES
Level 1 Magnitude Trib
Force Building Block Wall Profile Location [ft] [lbs,plf,psf] Width
Dir Element Line Start End Start End rftl
E -W Roof Block 1 1 Line 14 00 43 00 360 0 360 0
E -W Roof Block 1 5 Line 14 00 43 00 360 0 360 0
E -W Roof Block 2 4 Line 10 00 16 00 172 5 172 5
E -W Roof Block 2 5 Line 10 00 16 00 172 5 172 5
E -W Roof Block 3 1 Line 0 00 16 00 157 5 157 5
E -W Roof Block 3 3 Line 0 00 16 00 157 5 157 5
E -W R Gable Block 1 1 Line 15 00 28 50 57 3 0 0
E -W L Gable Block 1 1 Line 28 50 42 00 0 0 57 3
E -W L Gable Block 1 5 Line 15 00 28 50 57 3 0 0
E -W R Gable Block 1 5 Line 28 50 42 00 0 0 57 3
N -S Roof Block 1 Line -1 00 47 00 217 5 217 5
N -S Roof Block 1 D Line -1 00 47 00 217 5 217 5
N -S Roof Block 2 B Line 24 00 47 00 52 5 52 5
N -S Roof Block 2 Line 24 00 47 00 37 5 37 5
N -S Roof Block 3 A Line -1 00 20 00 127 5 127 5
N -S Roof Block 3 Line -1 00 20 00 112 5 112 5
N -S L Gable Block 2 B Line 25 00 35 50 44 6 0 0
N -S R Gable Block 2 B Line 35 50 46 00 0 0 44 6
N -S L Gable Block 3 A Line 0 00 9 50 40 3 0 0
N -S R Gable Block 3 A Line 9 50 19 00 0 0 40 3
Both Wall 1 -1 n/a 1 Line 0 00 42 00 40 0 40 0
Both Wall 2 -1 n/a 3 Line 0 00 18 50 40 0 40 0
Both Wall 3 -1 n/a 4 Line 10 00 18 50 40 0 40 0
Both Wall 4 -1 n/a 5 Line 10 00 42 00 40 0 40 0
Both Wall A -1 n/a A Line 0 00 19 00 40 0 40 0
Both Wall B -1 n/a B Line 25 00 46 00 40 0 40 0
Both Wall C -1 n/a Line 19 00 25 00 40 0 40 0
Both Wall D -1 n/a D Line 0 00 46 00 40 0 40 0
Force Dir Direction in which the mass is used for seismic load generation, E -W, N -S, or Both, Building element Roof, gable end, wall or floor area
used to generate mass, wall line for user applied masses, Floor D# refer to plan view for floor area number Wall line Shearline that equivalent line
load is assigned to, Location Start and end points of equivalent line load on wall line; Trib Width. Tributary width, for user applied area loads only
9
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WoodWorks® Shearwalls San Gregory wsr Jun. 26, 2008 11.56:26
SEISMIC LOADS
Level 1
Force Profile Location [ft] Mag [Ibs,plf,psf]
Dir Start End Start End
E -W Point 0 00 0 00 152 152
E -W Line 0 00 10 00 52 7 52 7
E -W Point 10 00 10 00 174 174
E -W Line 10 00 14 00 109 3 109 3
E -W Line 14 00 15 00 205 3 205 3
E -W Line 15 00 16 00 205 3 206 5
E -W Line 16 00 18 50 118 5 121 3
E -W Point 18 50 18 50 32 32
E -W Line 18 50 28 50 110 6 121 9
E -W Line 28 50 42 00 121 9 106 7
E -W Point 42 00 42 00 245 245
E -W Line 42 00 43 00 96 0 96 0
N -S Line -1 00 0 00 90 0 90 0
N -S Point 0 00 0 00 327 327
N -S Line 0 00 9 50 100 7 106 0
N -S Line 9 50 19 00 106 0 100 7
N -S Point 19 00 19 00 99 99
N -S Line 19 00 20 00 100 7 100 7
N -S Line 20 00 24 00 68 7 68 7
N -S Line 24 00 25 00 80 7 80 7
N -S Point 25 00 25 00 45 45
N -S Line 25 00 35 50 80 7 86 6
N -S Line 35 50 46 00 86 6 80 7
N -S Point 46 00 46 00 274 274
N -S Line 46 00 47 00 70 0 70 0
Loads in table can be accumulation of loads from several building masses, so they do not correspond with a particular building element. Location
Start and end of load in direction perpendicular to seismic force direction
All loads entered by the user or generated by program are specified (unfactored) loads. The program will apply a load factor of 0.70 and
reliability /redundancy factor to seismic loads before distributing them to the shearlines.
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WoodWorks® Shearwalls
Flexible Diaphragm Wind Design
San Gregory wsr Jun. 26, 2008 11:56:26
SHEAR RESULTS
North -South W For Shear Force [pif] Allowable Shear [pif] Crit.
Shearlines Gp Dir Ld. Case V [Ibs] vmax V /FHS Int Ext Co C Total V [Ibsl Resp.
Line 1
Level 1
Lnl Levl 1 S ->N 1 3295 78 5 78 5 339 1 00 S 339 14218 0 23
1 N ->S 1 3205 76 3 76 3 339 1 00 S 339 14218 0 23
Line 3
Ln3 Levl 2 S ->N 1 7697 183 3 416 0 495 1 00 S 495 9153 0 84
2 N ->S 1 7521 179 1 406 5 495 1 00 S 495 9153 0 82
Line 5
Ln5 Levl 1 S >N 1 4671 146 0 176 3 339 1 00 S 339 8971 0 52
1 N ->S 1 4536 141 8 171 2 339 1 00 S 339 8971 0 51
East -West W For Shear Force [pH] Allowable Shear [pif] Crit.
Shearlines Gp Dir Ld. Case V ribs] vmax V /FHS Int Ext Co C Total V fibs] Resp.
Line A
Level 1
LnA, Levl 1 Both 1 1346 70 8 269 2 339 1 00 S 339 1693 0 80
Line B
LnB Levl 2 Both 1 4241 202 0 385 6 495 1 00 S 495 5442 0 78
Line C
LnC Levl 2 Both 1 5396 449 7 495 1 00 S 495 5937 0 91
Wall C -1 2 Both 1 1349 449 7 449 7 495 1 00 495 1484 0 91
Wall C -2 2 Both 1 1574 449 7 449 7 495 1 00 995 1732 0 91
Wall C -3 2 Both 1 2473 449 7 449 7 495 1 00 495 2721 0 91
Line D
LnD Levl 1 Both 1 2706 58 8 90 2 339 1 00 S 339 10156 0 27
W Grp Wall group as 1isied in Materials table, For Dir Direction of wind force along shearline, Ld. case Critical load case: ASCE 7 All heights
Case 1 or 2, ASCE 7 low rise T Transverse, L Longitudinal, all other results are for this load case; V Factored shear force applied to entire line
and amount taken by each wall; vmax Base shear V/FHS/Co Factored shear force per unit full height sheathing, divided by perforation factor Co
as per SDPWS eqn. 4.3 -6, and IBC eqn. 23 -4
Following values marked with means that value for shearline is the one for wall with critical design response on line; V/FHS* Design shear force
factored shear force per unit full height sheathing, Int* Unit shear capacity of interior sheathing; Ext* Unit shear capacity of exterior sheathing Co*
Perforation factor; C Sheathing combination rule, A Add capacities, S Strongest side only X Strongest side or twice weakest; Total*
Combined unit shear capacity inc. perforation factor V Combined shear capacity of wall or total capacity of shearline Crit Resp* Critical response
Vapp/FHSNcap design shear force /unit shear capacity
Notes:
V/FHS shown is shear force for use in shearwall design. Vmax shown is V/FHS divided by perforation factor Co; it is the base shear to be used in
connection and collector design using IBC 2305.3.8.2.5 and SDPWS 4.3.6.4 1 1
Refer to Elevation View diagrams for individual level for uplift anchorage force t for perforated walls given by IBC 2305.3.8.2.6,8 and SDPWS
4.3.6.4.2,4
11
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WoodWorks® Shearwalls
DRAGSTRUT AND HOLDDOWN
Level 1
Line
Wall
Line 1
1 -1
1 -1
Line 3
3 -1
3 -1
3 -1
Line 5
5 -1
5 -1
5 -1
5 -1
5 -1
5 -1
5 -1
5 -1
5 -1
5 -1
Line A
A -1
A -1
A -1
A -1
A -1
A -1
Line B
B -1
B -1
B -1
B -1
B -1
B -1
B -1
B -1
B -1
B -1
Line C
c -1
C -1
C -2
C -2
C -3
C -3
C -1
C -2
C -3
Line D
D -1
0 -1
D -1
D -1
D -1
D -1
D -1
D -1
D -1
D -1
D -1
D -1
D -1
D -1
Position on Wall
or Opening
Left Wall End
Right Wall End
Left Wall End
Right Wall End
Right Wall End
Left Wall End
Left Opening 1
Right Opening 1
Left Opening 2
Right Opening 2
Right Wall End
Left Opening 1
Right Opening 1
Left Opening 2
Right Opening 2
Left Opening 1
Left Wall End
Right Opening 1
Right Wall End
Left Opening 1
Right Opening 1
Left Wall End
Left Opening 1
Right Opening 1
Left Opening 2
Right Opening 2
Right Wall End
Left Opening 1
Right Opening 1
Left Opening 2
Right Opening 2
Left Wall End
Right Wall End
Left Wall End
Right Wall End
Left Wall End
Right Wall End
Right Wall End
Left Wall End
Right Wall End
Left Wall End
Left Opening 1
Right Opening 1
Left Opening 2
Right Opening 2
Left Opening 3
Right Opening 3
Right Wall End
Left Opening 1
Right Opening 1
Left Opening 2
Right Opening 2
Left Opening 3
Right Opening 3
FORCES
Location [ft]
X Y
0 00 0 25 1 628
0 00 41 75 1 610
19 00 0 25 1 3328
19 00 18 25 1 3252
19 00 18 50 1
46 00 10 25 1
46 00 24 75 1
46 00 28 25 1
46 00 35 25 1
46 00 38 25 1
46 00 41 75 1
46 00 25 00 1
46 00 28 00 1
46 00 35 50 1
46 00 38 00 1
2 25 0 00 1
0 25 0 00 1
16 75 0 00 1
18 75 0 00 1
2 50 0 00 1
16 50 0 00 1
25 25 10 00 1
27 25 10 00 1
32 75 10 00 1
37 75 10 00 1
43 25 10 00 1
45 75 10 00 1
27 50 10 00 1
32 50 10 00 1
38 00 10 00 1
43 00 10 00 1
0 25 20 50 1
2 75 20 50 1
6 25 20 50 1
9 25 20 50 1
9 75 22 50 1
14 75 22 50 1
3 00 20 50 1
6 00 20 50 1
15 00 22 50 1
0 25 42 00 1
3 25 42 00 1
8 75 42 00 1
13 75 42 00 1
20 25 42 00 1
28 75 42 00 1
34 25 42 00 1
45 75 42 00 1
3 50 42 00 1
8 50 42 00 1
14 00 42 00 1
20 00 42 00 1
29 00 42 00 1
34 00 42 00 1
12
San Gregory wsr Jun. 26, 2008 11.56:26
Tensile
Holddown Force [Ibs]
Ld. Case Shear Dead Uplift
1410
1369
1410
1369
1410
1369
2154
2154
2154
2154
3085
3085
3085
3085
3085
3085
3597
3597
3597
3597
3597
3597
722
722
722
722
722
722
722
722
Dragstrut
Cmb'd Force ribs]
628
610
3328
3252
1410
1369
1410
1369
1410
1369
2154
2154
2154
2154
3085
3085
3085
3085
3085
3085
3597
3597
3597
3597
3597
3597
722
722
722
722
722
722
722
722
15 of 18
4307
454
17
244
121
496
496
459
551
459
551
997
645
3637
110
184
12
365
82
377
Line Wall Shearline for forces carried by vertical elements, wall for forces at wall or opening ends; Position. Vert. element column or
strengthened studs req'dotherwise indicates stud location at wall end or opening; Location Co- ordinates in Plan View; Ld. Case Results are for
critical load case. ASCE 7 All heights Case 1 or 2, ASCE 7 low rise T Transverse, L Longitudinal; Shear Factored wind shear overturning
component, includes perforation factor Co Dead Factored dead load resisting component; Uplift Uplift wind load component; Cmb'd Sum of
factored overturning, dead and uplift forces; Dragstrut Force Factored drag strut force at opening headers and gaps in walls along shearline,
includes perforation factor(s) Co
Notes:
WoodWorks® Shearwalls San Gregory wsr Jun. 26, 2008 11:56:26
Wind Suction Design
COMPONENTS AND CLADDING by SHEARLINE
North -South Sheathing [pst] Fastener Withdrawal [Ibs] Service Cond
Shearlines Force Cap Force/ Force Cap Force /Cap Factors
Line Lev Grp Cap End Int End Int Temp Moist
1 1 1 36 0 48 0 0 75 48 41 68 0 71 0 60 1 00 1 00
3 1 2 36 0 48 0 0 75 48 41 68 0 71 0 60 1 00 1 00
4 2 36 0 48 0 0 75 48 41 68 0 71 0 60 1 00 1 00
5 1 1 36 0 48 0 0 75 48 41 68 0 71 0 60 1 00 1 00
East -West Sheathing [pst] Fastener Withdrawal [Ibs] Service Cond
Shearlines Force Cap Force/ Force Cap Force /Cap Factors
Line Lev Grp Cap End Int End Int Temp Moist
A 1 1 36 0 48 0 0 75 48 41 68 0 71 0 60 1 00 1 00
B 1 2 36 0 48 0 0 75 48 41 68 0 71 0 60 1 00 1 00
C 1 2 36 0 48 0 0 75 1 00 1 00
1 36 0 48 0 0 75 48 41 68 0 71 0 60 1 00 1 00
D 1 1 36 0 48 0 0 75 48 41 68 0 71 0 60 1 00 1 00
Grp Wall Design Group, results for design groups for rigid, flexible design listed for each wall; Sheathing: Force Unit area end zone C &C load, Cap
Out -of -plane bending capacity of exterior sheathing assuming continuous over 3 studs; Fastener Withdrawal: Force Force tributary to each nail in
end zone and interior zone; Cap Factored withdrawal capacity of individual fastener according to NDS 11.2 -3
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it
WoodWorks® Shearwalls
Flexible Diaphragm Seismic Design
San Gregory wsr Jun. 26, 2008 11:56:26
SEISMIC INFORMATION
Building Mass ribs] Area I Story Shear [Ibs] Reliability Factor p
sa.ftl E -W N -S E -W N -S
Levell 38108 1611 5081 5081
Structure 38108 5081 5081 1 00 1 00
Vertical Earthquake Load Ev 0.2 Sds D; Sds 0.87 Ev 0.173 D unfactored; 0.121 D factored; total dead load factor 0.6 0.121 0.479 tension,
1 0 0.121 1 121 compression.
SHEAR RESULTS
I North -South W For H/W Fact. Shear Force [plf] Allowable Shear [plf] Crit.
Shearlines Gp Dir Int Ext V [Ibsl vmax V /FHS Int Ext Co C Total V fibs] Rest).
Line 1
Level 1
Lnl Levl 1 Both 1 0 1 0 979 23 3 23 3 242 1 00 S 242 10156 0 10
Line 3
Ln3 Levl 2 Both 1 0 1 0 1544 36 8 83 5 353 1 00 S 353 6538 0 24
Line 5
Ln5 Levl 1 Both 1 0 1 0 1033 32 3 39 0 242 1 00 S 242 6408 0 16
East -West W For H/W Fact. Shear Force [plf] Allowable Shear [plf] Crit.
Shearlines Gp Dir Int Ext V ilbsl vmax V /FHS Int Ext Co C Total V ribs] Rest).
Line A
Level 1
LnA, Levl 1 Both 1 0 63 291 15 3 58 2 151 1 00 S 151 756 0 39
Line B
LnB Levl 2 Both 1 0 63 832 39 6 75 6 221 1 00 S 221 3291 0 34
Line C
LnC, Levl 2 Both 1 0 75 1375 114 6 265 1 00 S 265 3821 0 43
Wall C -1 2 Both 1 0 75 344 114 6 114 6 265 1 00 265 795 0 43
Wall C -2 2 Both 1 0 87 401 114 6 114 6 265 1 00 309 1082 0 37
Wall C -3 2 Both 1 0 1 0 630 114 6 114 6 353 1 00 353 1944 0 32
Line D
LnD, Levl 1 Both 1 0 87 1059 23 0 35 3 212 1 00 S 212 7148 0 17
W Grp Wall group as listed in Materials table, For Dir force direction, always "both" H/W factor Factor due to shearwall height -to -width ratio for
interior and exterior wall sheathing; V Factored shear force applied to entire line and amount taken by each wall; vmax Base shear V/FHS /Co
Factored shear force per unit full height sheathing, divided by perforation factor Co as per SDPWS eqn. 4.3 -6, and IBC eqn. 23-4
Following values marked with means that value for shearline is the one for wall with critical design response on line, V/FHS* Design shear force
factored shear force per unit full height sheathing, Mt* Unit shear capacity of interior sheathing; Ext* Unit shear capacity of exterior sheathing Co*
Perforation factor,. C Sheathing combination rule, A Add capacities, S Strongest side only, X Strongest side or twice weakest; Total*
Combined unit shear capacity inc. perforation factor and HNV factor, V Combined shear capacity of wall or total capacity of shearline Crit Resp*
Critical response Vapp/FHSNcap design shear force /unit shear capacity
Notes:
V/FHS shown is shear force for use in shearwall design. Vmax shown is V/FHS divided by perforation factor Co; it is the base shear to be used in
connection and collector design using IBC 2305.3.8.2.5 and SDPWS 4.3.6.4 1 1
Refer to Elevation View diagrams for individual level for uplift anchorage force t for perforated walls given by IBC 2305.3.8.2.6,8 and SDPWS
4.3.6.4.2,4
15
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WoodWorks® Shearwalls
DRAGSTRUT AND HOLDDOWN FORCES
Level 1 Tensile
Line- Position on Wall Location [ft] Holddown Force [Ibs] Dragstrut
Wall or Opening X Y Shear Dead Uplift Cmb'd Force flbsl
Line 1
1 -1 Left Wall End 0 00 0 25 187 187
1 -1 Right Wall End 0 00 41 75 187 187
Line 3
3 -1 Left Wall End 19 00 0 25 668 668
3 -1 Right Wall End 19 00 18 25 668 668
3 -1 Right Wall End 19 00 18 50 864
Line 5
5 -1 Left Opening 1 46 00 24 75 312 312
5 -1 Left Wall End 46 00 10 25 312 312
5 -1 Right Opening 1 46 00 28 25 312 312
5 -1 Left Opening 2 46 00 35 25 312 312
5 -1 Right Opening 2 46 00 38 25 312 312
5 -1 Right Wall End 46 00 41 75 312 312
5 -1 Left Opening 1 46 00 25 00 101
5 -1 Right Opening 1 46 00 28 00 4
5 -1 Left Opening 2 46 00 35 50 54
5 -1 Right Opening 2 46 00 38 00 27
Line A
A -1 Left Wall End 0 25 0 00 466 466
A -1 Left Opening 1 2 25 0 00 466 466
A -1 Right Opening 1 16 75 0 00 466 466
A -1 Right Wall End 18 75 0 00 466 466
A -1 Left Opening 1 2 50 0 00 107
A -1 Right Opening 1 16 50 0 00 107
Line B
B Left Opening 1 27 25 10 00 605 605
B -1 Left Wall End 25 25 10 00 605 605
B -1 Right Opening 1 32 75 10 00 605 605
B -1 Left Opening 2 37 75 10 00 605 605
B -1 Right Opening 2 43 25 10 00 605 605
B -1 Right Wall End 45 75 10 00 605 605
B -1 Left Opening 1 27 50 10 00 90
B -1 Right Opening 1 32 50 10 00 108
B -1 Left Opening 2 38 00 10 00 90
B -1 Right Opening 2 43 00 10 00 108
Line C
C -2 Right Wall End 9 25 20 50 917 917
C -1 Left Wall End 0 25 20 50 917 917
C -1 Right Wall End 2 75 20 50 917 917
C Left Wall End 6 25 20 50 917 917
C -3 Left Wall End 9 75 22 50 917 917
C -3 Right Wall End 14 75 22 50 917 917
C -1 Right Wall End 3 00 20 50 254
C Left Wall End 6 00 20 50 164
C -3 Right Wall End 15 00 22 50 927
Line D
D -1 Left Opening 3 28 75 42 00 282 282
D -1 Left Wall End 0 25 42 00 282 282
D -1 Left Opening 1 3 25 42 00 282 282
D -1 Right Opening 1 8 75 42 00 282 282
D -1 Left Opening 2 13 75 42 00 282 282
D -1 Right Opening 2 20 25 42 00 282 282
D -1 Right Opening 3 34 25 42 00 282 282
D -1 Right Wall End 45 75 42 00 282 282
D -1 Left Opening 1 3 50 42 00 43
D -1 Right Opening 1 8 50 42 00 72
D -1 Left Opening 2 14 00 42 00 5
D -1 Right Opening 2 20 00 42 00 143
D -1 Left Opening 3 29 00 42 00 32
D -1 Right Opening 3 34 00 42 00 147
Line -Wall Shearline for forces carried by vertical elements, wall for forces at wall or opening ends; Position. Vert. element column or
strengthened studs req'd, otherwise indicates stud location at wall end or opening; Location Co-ordinates in Plan View; Ld. Case Results are for
critical load case: ASCE 7 All heights Case 1 or 2, ASCE 7 low rise T Transverse, L Longitudinal; Shear Factored wind shear overturning
component, includes perforation factor Co Dead Factored dead load resisting component; Uplift Not relevant to seismic design, Cmb'd Sum of
factored overturning, dead and vertical earthquale forces;Dragstrut Force Factored drag strut force at opening headers and gaps in walls along
shearline, includes perforation factor(s) Co
Notes:
16
San Gregory wsr Jun. 26, 2008 11:56:26
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