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SAUNDERS KITCHEN ADDITION I December 3, 2019 SDA Job# 8855 I 10 <br /> 2ND-SOUTH BREEZEWAY SEGMENTED SHEARWALL WIND SEISMIC <br /> Floor Info Tributary Area(ROOF) Tributary Area(ROOF) <br /> 2ND Floor Level,e.g.Roof.3RD,2ND,1ST.. 1.0 tributary width 1.0 tributary area <br /> Lt-Rt Load Direction,e.g.Left-Right.Front-Rear 2,0 total width 2.0 total area <br /> (For Left Wall.Use Front-Rear Load Direction) Tributary Area(2ND) Tributary Area(2ND) <br /> I CDX I Sheathing type(T4.3A of SDPWS-2015) 17.5 tributary width 840.0 Ifibutaryarea <br /> 86.0 total width 3266,0 tote)area <br /> ROOF Resisting Dead Load Tributary Area(NA) Tributary Area(NA) <br /> Shearwall SegtnenL Lengths: Ad),Total Length= 14,0 ft tributary width tributary area <br /> i 14.0 ft I i C 1 tend width Wei area <br /> Tributary Area(NA) Tributary Area(NA) <br /> EV(ROOF)= 18980 lb 13574 lb tributary width tributary area <br /> EV(2ND FLOOR)= 19040 lb 6922 lb ,total width total area <br /> EV O= 0 lb 0 lb <br /> EV()= 0 lb 0 lb Height of Shearwall= 8,0 ft Weight of Shearwall= 10,0 lbs <br /> 1 E(Wind)= 38.020 lbE(Smc)= 20,496 lb Length of Shearwall= 14,0 ft Tributary width for dead load= 6.0 ft <br /> ULT.V= 955 PLF ULT.V= 612 PLF Aspect Ratio OK Length of adjoining wall= 2.0 ft <br /> Use alternate R factor for seismic? No R= 6.5 <br /> ASO SHEAR WALL DESIGN PER:AF&PA SDPWS-2015 D0 Holdown Design? Yes Qo= 2.5, <br /> WIND CAPACITY:1.4 x 0.93 x 1020 PLF/(2 x 0.6)=1106 PLF Ductile Anchor Design? No A BlockShear Wall <br /> SEISMIC CAPACITY:1 x 0.93 x 4020 PLF/(2 x OM=677 PLF USE 3x framing per IBC <br /> Floor Above: NO FLOOR ABOVE Seismic controls Su earwall design <br /> ASD C.TOTAL= (floor above)+(this floor)= 0 lbs + 4582 lbs = 4582 lbs Wind controls-Cl(ASD eq,5): <br /> ASD T.TOTAL w/o D0= (floor above)+(this floor)= 0 lbs + 3972 lbs = 3972 lbs Wind controls-T1(ASD eq.7): <br /> LRFD T.TOTAL w/D0= (floor above)+(this floor)= 0 lbs + 11150 lbs = 11150 lbs Seismie OO'eon[rats-'t'3 WO eq.7'): <br /> Unfactored C,WL.' 7637 Ibs Unfactored T.WL=8150 lbs 1 SIMPSON DESIGNED HOLDOWN: .JJ <br /> I Unfactored C.EQ=4896 lbs Unfactored T.EQ=4896 lbs FOUNDATION/INTERIOR WALLS: W/6/8"SS ROO INSTALL THROUGH <br /> I Unfactored C.DL= 1530 lbs Unfactored C.LL!SL= 1350 lbs 1 STEM&FIG <br />