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94-4055
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1994
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94-4055
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Last modified
3/4/2009 12:04:07 PM
Creation date
5/30/2006 9:40:48 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
94-4055
Building Department - Name
PENNY,GEORGE
Address
39777 MEADOWOOD LP
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<br />**** ANALYSIS OF ROOF SHEATHING AS SHEAR DIAPHRAGM TRANSVERSE **** <br />Shear analysis applies along supporting shearwalls. <br /> <br />Roof trusses are Southern Pine lumber, spaced at 24 inches <br />Sheathing is Oriented Strand Board, 7/16 inch thick <br />Sheathing has no intermediate blocking <br />Fasteners on panel ends are 8d nails spaced at 6 inches <br />Fasteners in panel interior are 8d nails spaced at 12 inches <br /> <br />Total lateral wind force on bUilding <br />Total force transferred through diaphragm to shearwalls <br />Total length of shearwalls <br /> <br />:;:; 3904 pounds <br />:;:; 1952 pounds <br />:;:; 28 feet <br /> <br />Actual diaphragm force per unit length of shearwall <br />Allowable diaphragm force per unit length of shearwall <br /> <br />:;:; 73 plf <br />:;:; 230 plf <br /> <br />------------------------------------------------------------------------------- <br /> <br />*** Summary of Analysis *** <br />Roof sheathing diaphragm satisfies Code requirements. <br /> <br />**** ANALYSIS OF ROOF SHEATHING AS SHEAR DIAPHRAGM LONGITUDINAL **** <br />Shear analysis applies along supporting shearwalls. <br /> <br />Roof trusses are Southern Pine lumber, spaced at 24 inches <br />Sheathing is Oriented Strand Board, 7/16 inch thick <br />Sheathing has no intermediate blocking <br />- Fasteners on panel ends are 8d nails spaced at 6 inches <br />Fasteners in panel interior are 8d nails spaced at 12 inches <br /> <br />Total lateral wind force on bUilding <br />Total force transferred through diaphragm to ~hearwalls :;:; <br />Total length of shearwalls <br /> <br />:;:; 3181 pounds <br />1590.5 pounds <br />:;:; 32 feet <br /> <br />Actual diaphragm force per unit length of shearwall <br />Allowable diaphragm force per unit length of shearwall <br /> <br />*** Summary of Analysis *** <br />Roof sheathing diaphragm satisfies Code requirements. <br /> <br />------------------------------------------------------------------------------- <br /> <br />:;:; 49 plf <br />:;:; 209 plf <br />
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