HomeMy WebLinkAboutSHEAR ANALYSIS - 16-00621 - Scott Stoker Shop- 119
TRE,45UfiZE SHEAR ANALYSIS,
RIGSy, JEFFERSON COUNTY,
IDAHO
PROJECT DATA
1, GOVERNING BUILDING CODE: IBC 2012
2, OCCUPANCY AND GROUP: R-3/1.1
3. TYPE OF CONSTRUCTION: TYPE v -B
4, LOCATION ON PROPERTY:
EXTERIOR WALLS: NON -RATED
EXTERIOR OPENINGS: NON -RATED
5. OCCUPANCY SEPARATION : NOT REQUIRED
PROJECT INFORMATION
OWNER ADDRESS:
HEATH AND LACEY TREASURE
596 ASPEN DRIvE
RIGBY, IDAHO 83442
BUILDING DEPARTMENT:
JEFFERSON COUNTY. IDAHO
DRAWING INDEX
AO COVER SHEET
Cl SITE PLAN (BY OTHERS)
50 GENERAL NOTES
51 MAIN FLOOR SHEAR WALLS
52 SECOND FLOOR SHEAR WALLS
AND SHOP SHEAR WALLS
GENERAL STRUCTURAL
NOTES
PRE-ENGINEERED TRUSS NOTES
SLAB ON GRADE NOTES
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CODES AND SPECIFICATIONS
DESIGN CRITERIA
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GENERAL STRUCTURAL NOTES
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WOOD FRAMING NOTES
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SITE PREPARATION
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NOTES
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THE TIME OF FRAMIP
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MASONRY VENT
SHEAR WALL NOTES
SVEn uivc
NOTE: 1 1/2" 16 GAGE STAPLES MAY BE USED INSTEAD
OF 8D NAILS AS FOLLOWS:
eD NAILS s 6" O.O. = 1 i/T 16 GA. STAPLES AT 4" O.G.
8D NAILS o 4" O.G. = 1 1/2" 16 GA, STAPLES AT 3" O.G.
8D NAILS a 3" O.C. = 1 1/2" 16 GA. STAPLES AT 2" O.0
ALTERNATE HOLD DOWN SCHEDULE
STHDIO OR 5THDIORJ USE HD04-6062.5 W/ 5/8"
ALL -THREAD EPDXIED IN PLACE - 8" EMBEDMENT.
5THDI4 OR 5THD14RJ USE HDU5-SD52.5 W/ 5/8"
ALL -THREAD EPDXIED IN PLACE - 8" EMBEDMENT,
WOOD SIDE MEMBER THICKNESS - 3" MIN.
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