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WoodWorks® Shearwalls Moon RES Lateral.wsw May. 17, 2022 10:06:02 <br />Design Summary <br />SHEARWALL DESIGN <br />Wind Shear Loads, Flexible Diaphragm <br />All shearwalls have sufficient design capacity. <br />Wind Shear Loads, Rigid Diaphragm <br />All shearwalls have sufficient design capacity. <br />Components and Cladding Wind Loads, Out -of -plane Sheathing <br />All shearwalls have sufficient design capacity. <br />Components and Cladding Wind Loads, Nail Withdrawal <br />All shearwalls have sufficient design capacity. <br />Seismic Loads, Flexible Diaphragm <br />All shearwalls have sufficient design capacity. <br />Seismic Loads, Rigid Diaphragm <br />All shearwalls have sufficient design capacity. <br />:IQ4Q1161TA►b]:Mcc] kq <br />Wind Loads, Flexible Diaphragm <br />All hold-downs have sufficient design capacity <br />Wind Loads, Rigid Diaphragm <br />All hold-downs have sufficient design capacity <br />Seismic Loads, Flexible Diaphragm <br />All hold-downs have sufficient design capacity <br />Seismic Loads, Rigid Diaphragm <br />All hold-downs have sufficient design capacity <br />This Design Summary does not include failures that occur due to excessive story drift from ASCE 7 CC.2.2 (wind) or 12.12 (seismic). <br />Refer to Story Drift table in this report to verify this design criterion. <br />Refer to the Deflection table for possible issues regarding fastener slippage (SDPWS Table C4.2.2D). <br />Page 40 of 52 <br />11 <br />