4703 GREELY ST 2025-09-30 - Laserfiche WebLink

CARLISLE PROPERTIES I February 22, 2022 TSDA Job# 9476 11 MAIN REAR INTERIOR Al -WSW ISEGMENTED WALL Floor Info Tributary Area(ROOF) Tributary Area(ROOF) 2ND Floor Level,a g.Roof,4TH,3RD.2ND ;0 tributary width 10 tributary area Lt-Rt Load Direction,e.g.Left-Right,Front-Rear 2 o total width 2 C total area (For Left Wall,Use Front-Rear Load Direction) Tributary Area(2ND) Tributary Area(2ND) CDX Sheathing type(T4.3A of SDPWS-2015) -o liributary width 1,0 tributary area 2 0 total width 2 0 total area 2ND/FL Resisting Dead Load Tributary Area(NA) z Tributary Area(NA) Shearwall Segment Lengths: Adj Total Length= 31 1 ft o tributary width a tributary area 7 5 ft 1 8 5 ft 12 0 ft 1 3.5 It 0 total width o total area o Tributary Area(NA) Tributary Area(NA) EV(ROOF)= 4132 lb 84 lb Z tributary width W tributary area IV(2ND FLOOR)= 7359 lb 274 lb 3 total width total area IV U= 0 Ito 0 lb IV()= 0 lb 0 lb Height of Shearwall= 8 0 it Weight of Shearwall= 10.0 Ibs E(Wind)= 11,491 lb E(Smc)= 358 lb Length of Shearwall= 3 5 ft Tributary width for dead load= 12 0 ft ULT. v= 185 PLF ULT.v= 6 PLF Aspect Ratio OK Length of adjoining wall= 4.0 ft R= 65 ASD SHEAR WALL DESIGN PER:AFBPA SDPWS-2015 LRFD Holdown Design?F--No-7 00= 25 ULT.WIND CAPACITY:1A x 0.93 x 460 PLF 1(2 x 0.6)=499 PLF Ductile Anchor Design? No Block Shear Waif ULT.SEISMIC CAPACITY:1 x 0.93 x 460 PLF/(2 x 0.7)=305 PLF USE 1 Holdown Above UPPER REAR INTERIOR Wind controls shearwall design ASD C.TOTAL= (floor above)+(this floor)= 368 lbs + 888 Ibs = 1256 Ibs Wind controls-CI(ASD eq,5): ASD T TOTAL w/o 00= (floor above)+(this floor)= -74 Ibs + 115 Ibs = 41 Ibs Wind controls-T1(ASD eq 7): Unfactored C WL=2093 Ibs Unfactored T WL=5907 Ibs NO HOLDOWNS REQUIRED ( OK Unfactored C EQ=59 Ibs Unfactored T EQ=59 Ibs FOUNDATION/INTERIOR WALLS: K Unfactored C DL= 5838 Ibs Unfactored C LL/SL= 5250 Ibs MAIN REAR A15-WSW iSEGMENTED WALL Floor Into Tributary Area(ROOF) Tributary Area(ROOF) 2ND Floor Level,e.g.Roof,4TH,3RD,2ND 7 8 tributary width 7 6 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) 12 0 tributary width 12-0 tributary area 56.0 total width 56.0 total area 2ND/FL Resisting Dead Load Tributary Area(NA) z Tributary Area(NA) Shearwall Segment Lengths. Adr Total Length= 39,0 ft o tributary width < tributary area 22.5 ft 5 5 ft 11 0 ft o total width total area o Tributary Area(NA) Tributary Area(NA) IV(ROOF)= 4132 lb 84 lb — tributary width W tributary area IV(2ND FLOOR)= 7359 lb 274 lb 3 total width ^ total area IV U= 0 Ib 0 Ib IV()= 0 lb 0 lb Height of Shearwall= 8 0 ft Weight of Shearwall= 10 0 Ibs 3 E(Wind)= 11,491 lb E(Smc)= 358 lb Length of Shearwall= 5 5 ft Tributary width for dead load= 12 0 ft ULT.V= 55 PLF ULT.v= 2 PLF Aspect Ratio OK Length of adjoining wall= 4 0 ft R= 65 ASD SHEAR WALL DESIGN PER:AFBPA 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? No Block Shear Wall ULT.SEISMIC CAPACITY:1 x 0.93 x 460 PLF/(2 x 0.7)=305 PLF USE Z1 Holdown Above: UPPER REAR Wind controls shearwall design ASD C.TOTAL= (floor above)+(this floor)= 152 Ibs + 264 Ibs = 416 Ibs Wind controls-Cl(ASD eq.5): ASD T.TOTAL w/o 00= (floor above)+(this floor)= -313 Ibs + -643 Ibs = -955 Ibs Wind controls-Tt(ASD eq 7): Unfactored C WL-694 Ibs Unfactored T WL=5782 Ibs NO HOLDOWNS REQUIRED t5K Unfactored C EQ= 17 Ibs Unfactored T EQ=17 Ibs FOUNDATION I INTERIOR WALLS: LIK Unfactored C OL= 7374 Ibs Unfactored C LUSL=7004 Ibs