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HEINTZ-YEAGER RESIDENCE I February 21, 2023 I SDA Job# 9684A 9 <br /> 2ND-REAR I A15-WSW 'SEGMENTED WALL <br /> Floor Info <br /> 2ND Floor Level,e.g.Roof,4TH,3RD,2ND Tributary Area(ROOF) Tributary Area(ROOF) <br /> Lt-Rt Load Direction,e.g.Left-Right,Front-Rear 13.0 tributary width 13.0 tributary area <br /> 45.3 total width 45.3 total area <br /> HF2 Stud Wall Species/Grade Tributary Area(3RD) Tributary Area(3RD) <br /> CDX Sheathing type(T4.3A of SDPWS-2021) 1.0 tributary width 1.0 tributary area <br /> 1.30 Redundacy(p)for Seismic Force-Resisting System(ASCE7-16§12.3.4) 2.0 total width 2.0 total area <br /> ROOF Resisting Dead Load Tributary Area(2ND) Tributary Area(2ND) LD <br /> o z <br /> Shearwall Segment Lengths: Adj.Total Length= 5.4 ft 1.0 tributary width z 1.0 tributary area a <br /> 5.4 ft I I I I I 2.0 total width o 2.0 total area <br /> Tributary Area(NA) o Tributary Area(NA) u <br /> IV(ROOF)= 7985 lb IV(ROOF)= 11175 lb tributary width z tributary area <br /> IV(3RD FLOOR)= 11161 lb IV(3RD FLOOR)= 5673 lb total width total area <br /> IV(2ND FLOOR)= 10461 lb IV(2ND FLOOR)= 1373 lb <br /> IV()= 0 lb EV()= 0 lb Height of Shearwall= 7.0 ft Weight of Shearwall= 10.0 lbs <br /> E(Wind)= 29,607 lb E(Smc)= 18,221 lb Length of Shearwall= 5.4 ft Tributary width for dead load= 2.0 ft <br /> ULT.v= 2438 PLF ULT.V x p= 1628 PLF Aspect Ratio OK Length of adjoining wall= 2.0 ft <br /> R= 6.5 <br /> ASD SHEAR WALL DESIGN PER:SDPWS-2021 Co= 2.5 <br /> ULT.WIND CAPACITY:0.92 x 0.93 x 4870 PLF/(2 x 0.6)=3472 PLF <br /> ULT.SEISMIC CAPACITY:0.92 x 0.93 x 4870 PLF/(2.8 x 0.7)=2126 PLF <br /> Holdown Above:I 3RD-REAR Seismic controls shearwall design <br /> ASD C.TOTAL= (floor above)+(this floor)= 15712 lbs Wind controls-C1(ASD eq.5): <br /> ASD T.TOTAL w/o D0= (floor above)+(this floor)= 12871 lbs Wind controls-T1(ASD eq.7): <br /> SHEARWALL TYPE: <br /> UNFACTORED OVERTURNING Chord Post/Holdown Info <br /> LOADING 6x DF1 Size/Species/Grade Chord Post: 6x6 <br /> LOAD [T] [C] ASD Ductile Design Criteria/Anchor Failure Ft'g Holdown,Use? Yes HDU14 <br /> WL -26621 lbs 26186 lbs 4.6 ft Calculated Effective Width Framing Strap,Use? No NOT USED <br /> EQ -20148 lbs 20148 lbs Framing HDU,Use? No NOT USED <br /> DL 5170 lbs 5170 lbs I No 'Manually Enter Effective Width?(Yes/No) <br /> LL/SL 6447 lbs 6447 lbs <br />