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5010 DOVER ST 2025-07-31
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5010 DOVER ST 2025-07-31
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Last modified
7/31/2025 11:34:53 AM
Creation date
6/18/2025 7:40:08 AM
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Street Name
DOVER ST
Street Number
5010
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WoodWorks® Shearwalls 2352.wsw Feb. 20, 202313:29:46 <br />WIND C&C LOADS <br />Block <br />Building <br />Face <br />Wind <br />Direction <br />Level <br />Magnitude [psf] <br />Interior End Zone <br />Block 1 <br />West <br />Windward <br />2 <br />42.5 <br />50.2 <br />Block 1 <br />West <br />Windward <br />2 <br />33.0 <br />40.7 <br />Block 1 <br />East <br />Leeward <br />2 <br />42.5 <br />50.2 <br />Block 1 <br />East <br />Leeward <br />2 <br />33.0 <br />40.7 <br />Block 1 <br />West <br />Leeward <br />2 <br />42.5 <br />50.2 <br />Block 1 <br />West <br />Leeward <br />2 <br />33.0 <br />40.7 <br />Block 1 <br />East <br />Windward <br />2 <br />42.5 <br />50.2 <br />Block 1 <br />East <br />Windward <br />2 <br />33.0 <br />40.7 <br />Block 1 <br />South <br />Windward <br />2 <br />42.5 <br />50.2 <br />Block 1 <br />South <br />Windward <br />2 <br />33.0 <br />40.7 <br />Block 1 <br />North <br />Leeward <br />2 <br />33.0 <br />40.7 <br />Block 1 <br />North <br />Leeward <br />2 <br />42.5 <br />50.2 <br />Block 1 <br />South <br />Leeward <br />2 <br />42.5 <br />50.2 <br />Block 1 <br />South <br />Leeward <br />2 <br />33.0 <br />40.7 <br />Block 1 <br />North <br />Windward <br />2 <br />42.5 <br />50.2 <br />Block 1 <br />North <br />Windward <br />2 <br />33.0 <br />40.7 <br />Block 1 <br />West <br />Windward <br />1 <br />33.0 <br />40.7 <br />Block 1 <br />East <br />Leeward <br />1 <br />33.0 <br />40.7 <br />Block 1 <br />West <br />Leeward <br />1 <br />33.0 <br />40.7 <br />Block 1 <br />East <br />Windward <br />1 <br />33.0 <br />40.7 <br />Block 1 <br />South <br />Windward <br />1 <br />33.0 <br />40.7 <br />Block 1 <br />North <br />Leeward <br />1 <br />33.0 <br />40.7 <br />Block 1 <br />South <br />Leeward <br />1 <br />33.0 <br />40.7 <br />Block 1 <br />North <br />Windward <br />1 <br />33.0 <br />40.7 <br />DEAD LOADS (for hold-down calculations) <br />Shear <br />Line <br />Level <br />Profile Tributary <br />Width ft <br />Location [ft] <br />Start End <br />Mag [lbs,psf,psi] <br />Start End <br />1 <br />2 <br />Line <br />-11.50 0.00 <br />180.0 <br />2 <br />2 <br />Line <br />-11.50 0.00 <br />180.0 <br />A <br />1 <br />Line <br />0.00 24.50 <br />100.0 <br />B <br />1 <br />Line <br />0.00 24.50 <br />100.0 <br />7 <br />Page 32 of 63 <br />
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