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SAUNDERS KITCHEN ADDITION I December 3, 2019 SDA Job# 8855 1 9 2ND-WEST WALL SEGMENTED SHEARWALL WIND SEISMIC Floor Info TrdbutaryArea(ROOF) Tributary Area(ROOF) 2ND Floor Level,e.g.Roof,4TH,3RD,2ND 23.5 tributarywidth 746.0 tributary area Ft-Rr Load Direction,e.g.Left-Right,Front-Rear 62,0 total width 3700,0 total area (For Left Wall,Use Front-Rear Load Direction) Tributary Area(2ND) Tributary Area(2ND) CDX Sheathing type(T4.3A of SDPWS-2015) 23,5 tributary width 746,0 tributary area 62.0 total width 3266.0 total area 2ND/FL Resisting Dead Load Tributary Area(NA) Tributary Area(NA) Shearwall Segment Lengths: Adj.Total Length= 26.0 ft tributary width tributary area 7.0 ft I_ 14.0 ft I 5.0 ft 1 1 ] total width total area Tributary Area(NA) Tributary Area(NA) EV(ROOF)= 9669 lb 13574 lb tributary width tributary area EV(2ND FLOOR)= 14900 lb 6922 lb total width total area EV O= 0 lb 0 lb EV()= 0 lb 0 lb Height of Shearwall= 8,5 ft Weight of Shearwall= 10.0lbs I E(Wind)= 24,569 lb E(Smc)= 20,496 lb ULT.V= 166 PLF Length of Shearwall=E 5,0 ft Tributary width for dead load= 11.5 ftULT.V= 356 PLF Aspect Ratio OK Length of adjoining wall= 2,0 ft Use alternate R factor for seismic? No R= 6,5 ASD SHEAR WALL DESIGN PER:AF&PA SDPWS-2015 C10 Holdown Design? Yes Do= 2.5 WIND CAPACITY:1.4 x 0.93 x 460 PLF/(2 x 0.6)=499 PLF Ductile Anchor Design? No Aikik Block Shear Wall SEISMIC CAPACITY:1 x 0.93 x 460 PLF/(2 x 0.1)=305 PLF USE FloorAbove:I ROOF WEST WALL 6 FAMILY RM. iNind col l(To Is si,:aari'el c/ns/:7n ASD C.TOTAL,= (floor above)+(this floor)= 489 lbs + 1827 lbs = 2316 lbs Wind controls-CI(ASO eq,5): ASD T.TOTAL w/o CIO= (floor above)+(this floor)= 16 lbs + 1225 lbs = 1241 lbs Wind controls-71(ASD eq.7): LRFD T.TOTAL w/DO= (floor above)+(this floor)= 533 lbs + 2815 lbs = 3348 lbs Seismic DO controls-T3 LRFD eq.7'): I Unfactored C.WL=3859 lbs Unfactored T.WL=4460 Ibs-I SIMPSON DESIGNED HOEDOWN: I HDU8-SDS2.5 I Unfactored C EQ=2021 lbs Unfactored T.EQ=2021 lbs I FOUNDATION I INTERIOR WALLS: 1 w/7/8"ROD F1554 GR36 1 Unfactored C.DL= 2393 lbs Unfactored C,LLISL=2203 lbs ji 17.5'EMBED 2ND-NORTH BREEZEWAY SEGMENTED SHEARWALL WIND SEISMIC Floor Info Tributary Area(ROOF) Tributary Area(ROOF) 2ND Floor Level,e.g.Roof,3RD,2ND,1ST.. 31.0 :tributary width 1003,0 tributary area Lt-Rt Load Direction,e.g.Left-Right,Front-Rear 86.0 total width 3700.0 !OM area (For Left Wall,Use Front-Rear Load Direction) Tributary Area(2ND) .Tributary Area(2ND) 'CDX Sheathing type(T4.3A of SDPWS-2015) 23,0 tflbttta ywidth 486.0 tributary area 86_0 jtotal width 3266.0 total area 2ND/FL Resisting Dead Load Tributary Area(NA) Tributary Area(NA) Shearwall Segment Lengths: Ail,Total Lamp 15.0 ft tributary width tributary area 15.0 ft I 1 I I I total width total area TributaryArea(NA) Tributary Area(NA) EV(ROOF)= 18980 lb 13574 lb tributary width tributary area EV(2ND FLOOR)= 19040 lb 6922 lb total width total area EV O= 0 lb 0 lb EV O= 0 lb 0 lb Height of Shearwall= 8.0 ft Weight of Shearwall= 10,0 lbs I E(Wind)= 38,020 lb E(Smc)= 20,496 lb Length of Shearwall= 15.0 ft Tributary width for dead load= 6.0 ft ULT.V= 796 PLF UL7 V= 314 PLF Aspect Ratio OK Length of adjoining wall= 2.0 ft Use alternate R factor for seismic? No R= 6.5 ASD SHEAR WALL DESIGN PER:AF&PA SDPWS-2015 DO Holdown Design? Yes Do= 2.5 WIND CAPACITY:1.4 x 0.93 x 1020 PLF/(2 x 0.6)=1106 PLF Ductile Anchor Design? No Block Shear Wall SEISMIC"CAPACITY':1 x0;93:x IO2OPLF/(2x0.1)=87TPLF USE 1 3x framing per 1BC Floor Above: NO FLOOR ABOVE Wind colitrofs si3earwalr'design ASD C.TOTAL= (floor above)+(this floor)= 0 lbs + 3819 lbs = 3819 lbs Wind controls-C1(ASD eq,5): ASD T.TOTAL w/o DO= (floor above)+(this floor)= 0 lbs + 2952 lbs = 2952 lbs Wind controls-T1(ASD eq,7): LRFD T.TOTAL w/DO= (floor above)+(this floor)= 0 lbs + 5252 lbs = 5252 lbs eisrnic DO controls:T3 LRFD eq.7-) Unfactored C.WL=6365 lbs Unfactored T.WL=6365 lbs I SIMPSON DESIGNED HOLDOWN: 1 I4bU2- OS .5 ( f Unfactored C EQ=2512 lbs Unfactored T.EQ=2512 lbs I FOUNDATION/INTERIOR WALLS: 1 W/518"SS,ROD [INSTALL THROUGH 3 Unfactored C.DL= 1444 lbs Unfactored C.LL,SL=684 lbs . STEM&FIG