4703 GREELY ST 2025-09-30 - Laserfiche WebLink

CARLISLE PROPERTIES February 22, 2022 SDA Job# 9476 10 upper right I A15-WSW SEGMENTED WALL Floor Info Tributary Area(ROOF) Tributary Area(ROOF) ROOF I Floor Level,e.g Roof,4TH,3RD,2ND 1 0 tributary width t 0 tributary area Ft-Rr Load Direction,a g.Left-Right,Front-Rear 2 0 total width 2 0 total area (For Left Wall,Use Front-Rear Load Direction) In Area(2ND) Tributary Area(2ND) ry CDX Sheathing type(T4.3A of SDPWS-2015) tributary width tribute area total width total area ROOF Resisting Dead Load Tributary Area(NA) z Tributary Area(NA) Shearwall Segment Lengths. Adj Total Length= 48 0 ft o tributary width a tributary area 8 0 ft 12 5 ft I 14 5ft 3 3 ft 10 5 ft o¢ total width total area o Tributary Area(NA) Tributary Area(NA) - _ - 84 Ib z tributary width W tributary area IV(ROOF) 7632Ib IV()= 0 lb 0 lb 3 total width I ^ total area IV()= 0 lb 0 lb IV()= 0 lb 0 Ib Height of Shearwell= 8511 Weight of Shearwall= 10 0 Ibs F(Wind)= 7,632 lb E(Smc)= 84 Ib Length of Shearwall= 3 3 ft Tributary width for dead load= 16 0 ft ULT.v= 80 PLF ULT.v= 1 PLF Aspect Ratio OK Length of adjoining wall= 4 3 fl R=, 65 ASD SHEAR WALL DESIGN PER AFBPA SDPWS-2015 LRFD Holdown Design?F__N.___J 00= 2 5 ULT.WIND CAPACITY:1.4 x 0.93 x 460 PLF 1(2 x 0.6)=499 PLF Ductile Anchor Design? No ��\ Block Shear Wall ULT.SEISMIC CAPACITY:1 x 0.93 x 460 PLF I(2 x 0.7)=305 PLF USE L I Holdown Above: NO FLOOR ABOVE Wind controls shearwall design ASD C.TOTAL= (floor above)+(this floor)= 0 Ibs + 406 Ibs = 406 Ibs Wind controls-C1(ASO eq,5): ASD T.TOTAL w/o DO= (floor above)+(this floor)= 0 Ibs + 284 Ibs = 284 Ibs Wind controls-T1(ASD eq 7): _.._........ .. .... . ............ Unfactored C WL=676 Ibs Unfactored T WL=2383 Ibs NO HOLDOWNS REQUIRED OK Unfactored C EQ=7 lbs Unfactored T EQ=7 Ibs FOUNDATION/INTERIOR WALLS: OK Unfactored C DL= 1909 Ibs Unfactored C LUSL=2350 Ibs MAIN FRONT A15-WSW SEGMENTED WALL Floor Info Tributary Area(ROOF) Tributary Area(ROOF) 2ND Floor Level,e.g.Roof,4TH,3RD,2ND zoo tributary width 20 0 tributary area Lt-Rt Load Direction,e.g.Left-Right,Front-Rear 56.0 total width 56.0 total area (For Left Wall,Use Front-Rear Load Direction) Tributary Area(2ND) Tributary Area(2ND) CDX Sheathing type(T4.3A of SDPWS-2015) 16 0 tributary width 26.0 tributary area 56.0 total width 56.0 total area E2:ND/FLI Resisting Dead Load TribuILD tary Area(NA) z Tributary Area(NA) Shearwall Segment Lengths: Adj.Total Length= 16 9 ft o tributary width a tributary area 3 8 ft 1 10.8 ft 3 5ft total width total area o Tributary Area(NA) Tributary Area(NA) IV(ROOF)= 4132 Ib 84 Ib Z tributary width W tributary area IV(2ND FLOOR)= 7359 Ib 274 Ib 3 total width n total area EV()= 0 lb 0 lb IV()= 0 lb 0 lb Height of Shearwall= 8 5ft Weight of Shearwall= 10 0 Ibs f(Wind)= 11,491 lb E(Smc)= 358 Ib Length of Shearwall= 3 5ft Tributary width for dead load= 16 0 ft ULT, v= 211 PLF ULT.v= 6 PLF Aspect Ratio OK Length of adjoining wall= 4 0 f1 R= 65 ASD SHEAR WALL DESIGN PER:AF&PA SDPWS-2015 LRFD Holdown Design? No Do= 25 ULT.WIND CAPACITY:1.4 x 0.93 x 460 PLF 1(2 x 0.6)=499 PLF Ductile Anchor Design?r No � Block Shear Wall ULT.SEISMIC CAPACITY:1 x 0.93 x 460 PLF 1(2 x 0.7)=305 PLF USE Holdown Above:I UPPER FRONT Wind controls shearwall design ASD C.TOTAL= (floor above)+(this floor)= 616 Ibs + 1077 Ibs = 1693 Ibs Wind controls-C1(ASD eq.5): ASD T.TOTAL w/o 00= (floor above)+(this floor)= 356 Ibs + 122 Ibs = 478 Ibs Wind controls-Tt(ASD eq 7): Unfactored C WL=2822 Ibs Unfactored T WL=3511 Ibs NO HOLDOWNS REQUIRED i Unfactored C EQ=75 Ibs Unfactored T EQ=75 Ibs FOUNDATION I INTERIOR WALLS: OK 11 Unfactored C DL= 2715 Ibs Unfactored C LUSL=949 Ibs