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WoodWorks® Shearwalls 2726 Strawberry.wsw Jul. 21, 2024 11:26:22 <br />Design Summary <br />SHEARWALL DESIGN <br />Wind Shear Loads, Flexible Diaphragm <br />All shearwalls have sufficient design capacity. <br />Seismic Loads, Flexible Diaphragm <br />All shearwalls have sufficient design capacity. <br />HOLD-DOWN DESIGN <br />Wind Loads, Flexible Diaphragm <br />All hold-downs have sufficient design capacity. <br />Seismic Loads, Flexible Diaphragm <br />All hold-downs have sufficient design capacity. <br />COMPRESSION FORCE DESIGN <br />Wind Loads, Flexible Diaphragm <br />Bottom plate has sufficient perpendicular-to-grain compressive capacity under all wall end studs. <br />Seismic Loads, Flexible Diaphragm <br />Bottom plate has sufficient perpendicular-to-grain compressive capacity under all wall end studs. <br />Refer to the Deflection table for possible issues regarding fastener slippage (SDPWS Table C4.2.3D) for walls that otherwise pass. <br />9 <br />2726 W Strawberry Ln & <br />Unit# 23/17/2025