4703 GREELY ST 2025-09-30 - Laserfiche WebLink

CARLISLE PROPERTIES February 22, 2022 SDA Job# 9476 9 UPPER REAR I A15-WSW ISEGMENTED WALL Floor Info Tributary Area(ROOF) Tributary Area(ROOF) ROOF I Floor Level,e.g.Roof,4TH,3RD,2ND 7 8 tributary width 32 8 tributary area Ft-Rr 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-2015j 7tributary width tributary area total width total area ROOF Resisting Dead Load (D Tributary Area(NA) z j Tributary Area(NA) Shearwall Segment Lengths: Adl Total Length= 33 5 It e tributary width ¢ tributary area 33 5 ft total width total area oil o Tributary Area(NA) Tributary Area(NA) EV(ROOF)= 7632 lb 84 Ib 3 tributary width N tributary area EV()= 0 Ib 0 Ib total width Lf J Itotal area EV()= 0 lb 0 lb Height of Shearwall= 8 0 it Weight of Shearwall= 10 0 Ibs E(Wind)= 7,632 lb E(Smc)= 84 lb Length of Shearwall= 33 5 ft Tributary width for dead load= 13 5 ft ULT. v= 32 PLF ULT. v= 0 PLF Aspect Ratio OK Length of adjoining wall= 4 0 ft R=ASD SHEAR WALL DESIGN PER:AFBPA SDPWS-2015 65 LRFD Holdown Design? No 00= 251 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 1(2 x 0.7)=305 PLF USE 1 Holdown Above: NO FLOOR ABOVE Wind controls shearwall design. ASD C.TOTAL= (floor above)+(this floor)= 0 Ibs + 151 Ibs = 151 Ibs Wind controls-C1(ASD eq.5): ASD T.TOTAL W/0 IIO= (floor above)+(this floor)= 0 Ibs + -313 Ibs = -313 Ibs Wind controls-T1(ASD eq.7): Unfactored C WL=252 Ibs Unfactored T WL=5341 Ibs NO HOLDOWNS REQUIRED K Unfactored C EQ=3 Ibs Unfactored T EQ=3 Ibs FOUNDATION/INTERIOR WALLS: it- UK :9::3 Unfactored C-DL= 5862 Ibs Unfactored C LL/SL=7003 Ibs UPPER LEFT A15-WSW SEGMENTED WALL Floor Info Tributary Area(ROOF) Tnbutary Area(ROOF) ROOF Floor Level,e.g.Roof,4TH,3RD,2ND t 0 tributary width 1 0 tributary area Ft-Rr Load Direction,a g.Left-Right,Front-Rear 20 total width 20 total area (For Left wall.Use Front-Rear Load Direction) Tributary Area(2ND) Tributary Area(2ND) CDX Sheathing type(T4.3A of SDPWS-2015) tributary width tributary area total width total area ROOF Resisting Dead Load Tributary Area(NA) z Tributary Area(NA) Shearwall Segment Lengths: Adl Total Lengtn= 20 0 ft o tributary width a tributary area 5 5 ft 6 0 ft 5 0 ft 3 8 ft I ao total width total area o Tributary Area(NA) Tributary Area(NA) EV(ROOF)= 7632 lb 84 lb z tributary width W tributary area EV()= 0 Ib 0 lb 3 total width " total area EV()= 0 lb 0 lb EV()= 0 lb 0 Ib Height of Shearwall= 8.0 ft Weight of Shearwall= 10 0 Ibs 3 E(Wind)= 7.632 lb E(Smc)= 84 lb Length of Shearwall= 3.6 ft Tributary width for dead load= 14 0 ft ULT, v= 191 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?F__No__J no= 25 ULT.WIND CAPACITY:1.4 x 0.93 x 460 PLF 1(2 x 0.6)=499 PLF Ductile Anchor Design?F Block Shear Wall ULT.SEISMIC CAPACITY:1 x 0.93 x 460 PLF 1(2 x 0.7)=305 PLF USE 1 Holdown Above:7 NO FLOOR ABOVE Wind controls shearwall design ASD C.TOTAL= (floor above)+(this floor)= 0 Ibs + 915 Ibs = 915 Ibs Wind controls-C1(ASD eq,5): ASD T.TOTAL w/o DO= (floor above)+(this floor)= 0 Ibs + 789 Ibs = 789 Ibs Wind controls-T1(ASD eq 7): Unfactored C WL=1525 Ibs Unfactored T WL=3019 Ibs SIMPSON DESIGNED HOLDOWN: CS14 Unfactored C EQ= 17 Ibs Unfactored T EQ=17 Ibs FOUNDATION/INTERIOR WALLS: rC$�1 1D8/ J Unfactored C OL= 1704 Ibs Unfactored C LL/SL=2056 Ibs