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WOOCIWOPk ®$�1@aPW1��S 17134.1 Rucker Duplex Lateral-UPDATED FEB <br /> 2018.wsw Feb.11,2018 12:21:19 <br /> Design Summary <br /> SHEARWALL DESIGN <br /> Wind Shear Loads,Flexible 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 /> HOLDDOWN 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 /> This Design Summary does not Include failures that occur due to excessive story drift from ASCE 7 CC1.2(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 /> 25 <br />