4020 HOYT AVE 2025-10-06 - Laserfiche WebLink

LUCAS PROPERTIES November 17, 2021 SDA Job# 9411 9 upper right I A15-WSW ISEGMENTED WALL, Floor Info Tributary Area(ROOF) Tributary Area(ROOF) ROOF Floor Level,e.g.Roof,4TH,3RD,2ND 1.4 Jbibutary width 1.4 tributary area Ft-Rr Load Direction,e.g.Left-Right,Front-Rear 2,0 total width 2.D total area (For Left We.Use Front-Rear Load Direction) Tributary Area(2ND) Tributary Area(2ND) CDX Sheathing type(T4.3A of SDPWS-2015) 0.0 tributary width 0.0 tributary area ID total width 2.0 total area ROOF Resisting Dead Load Tributary Area(NA) z Tributary Area(NA) Shearwall Segment Lengths: Adj.Total Length= 20.0 ft o tributary width q tributary area 20.D ft 0 total width o total area o Tributary Area(NA) Tributary Area(NA) EV(ROOF)= 1620 lb 1123 lb ? tributary width tributary area EV()= 0 lb 0 lb total width ' total area EVO= 0lb Olb EV()= 0 lb 0 lb Height of Shearwall= 7.011 Weight of Shearwall= 10.0 lbs F(Wind)= 1,620 lb £(Sma)= 1,123 lb Length of Shearwall= 2Q 0 ft Tributary width for dead load= 8.0 ft ULT. v= 41 PLF ULT.v= 28 PLF Aspect Ratio OK Length of adjoining wall= 3.5 It R= 6.5 ASD SHEAR WALL DESIGN PER AF&PA SDPWS-2015 LRFD Holdown Design? No DO= 2.5 ULT.WIND CAPACITY:1.4 x 0.93 x 460 PLF!(2 x 0.6)=499 PLF Ductile Anchor Design? No A l3lock Shear Wall ULT.SEISMIC CAPACITY:1 x 0.93 x 460 PLF!(2 x 0.7)=306 PLF USE 1 Holdown Above: NO FLOOR ABOVE Seismic controls shearwall design ASD C.TOTAL= (floor above)+(this floor)= 0 lbs + 434 lbs = 434 lbs Seismic controls-C3(ASD eq.8): ASD T.TOTAL w/o DO= (floor above)+(this floor)= 0 lbs + -324 lbs = -324 lbs Wind controls-T1(ASD eq.7): I Unfactored C.WL=284 lbs � UnMctored T.WL=2025 lbs NO HOLDOWNS REQUIRED OK € Unfactored C.EQ=197 lbs Unfactored T.EQ=197 lbs FOUNDATION!INTERIOR WALLS: Unfactored C.DL= 2565 lbs Unfactored C.LL/SL=2700 lbs main front A15-WSW ISEGMENTED WALL Floor Info Tributary Area(ROOF) Tributary Area(ROOF) 2ND Floor Level,e.g.Roof,4TH,3RD,2ND 1.0 tributarywidth 1.0 tributary area Lt-Rt j Load Direction,e.g.Left-Right,Front-Rear 2.0 total width 2.0 total area (For Lett Wall,Use Front-Rear Load Direction) Tributary Area(2ND) Tributary Area(2ND) CDX Sheathing type(T4.3A of SDPWS-2015) 1.0 tributary width 1.0 Itributary area 2.0 total width 2.0 Itotal area j2ND/FLJ Resisting Dead Load t9 Tributary Area(NA) z Tributary Area(NA) Shearwall Se ment Len thS: Adj.Total Length= 16.0 ft o tributary width a tributary area 16.0 ft 0 total width 9 total area o Tributary Area(NA) Tributary Area(NA) EV(ROOF)= 3712 lb 1123 lb z tributary width tributary area EV(2ND FLOOR)= 3647 lb 693 lb total width ' total area YV()= 0lb 0lb EV()= 0 lb 0 Ib Height of Shearwall= 8.5 It Weight of Shearwall= 10.0 lbs 3 F(Wind)= 7,359 lb F(Smc)= 11,816 lb Length of Shearwall= 16.0 ftl Tributary width for dead load= 2.5 R ULT.v= 230 PLF ULT,v= 57 PLF Aspect Ratio OK Length of adjoining wall= 4.3 ft R= 6.5 ASD SHEAR WALL DESIGN PER:AF&PA SDPWS-2015 LRFD Holdowrt Design? No IIo= 2.5 ULT.WIND CAPACITY:1.4 x 0.93 x 460 PLF 1(2 x 0.6)=499 PLF Ductile Anchor Design? No $lock Shear Wall IA ULT.SEISMIC CAPACITY:1 x 0.93 x 460 PLF 1(2 x 0.7)=305 PLF USE 1 Holdown Above: upper front&rear Wind controls shearwall design ASD C.TOTAL= (floor above)+(this floor)= 600 lbs + 1173 lbs - 1773 lbs Wind controls-C1(ASD eq.5): ASD T.TOTAL w/o 00= (floor above)+(this floor)= 310 lbs + 328 lbs = 638 lbs Wind controls-T1(ASD eq.7): Unfactored C.WL=2955 lbsW Unfactored T.WL=3306 lbs~ NO HOLDOWNS REQUIRED C 14 Unfactored C.EQ=785 lbs Unfactored T.EQ=785 lbs FOUNDATION!INTERIOR WALLS: LU I KLJW s Unfactored C.DL= 2243 lbs Unfactored C.LLISL=544 lbs w _ _ _ .____ .____ A-L-TI 1+t)02 -s1)5z..S