705 OLYMPIC BLVD 2022-12-30 - Laserfiche WebLink

MOSIMAN ADDITION September 13, 2019 SDA Job# 8743 9 ROOF-MARRIAGE WALL EGMENTED SHEARWALL WIND SEISMIC Floor Info Tributary Area(ROOF) Tributary Area(ROOF) ROOF Floor Level,e.g.Roof,4TH,3RD,2ND 32.8 tributary width 1077.9 tributary area Ft-Rr Load Direction,e.g.Left-Right,Front-Rear 65.7 total width 1990.1 total area (For Left Wall,Use Front-Rear Load Direction) Tributary Area(NA) Tributary Area(NA) CDX Sheathing type(T4.3A of SDPWS-2015) tributary width tributary area total width total area ROOF Resisting Dead Load Tributary Area(NA) Tributary Area(NA) Shearwall Segment Lengths: Adj.Total Length= 14.0 ft tributary width tributary area 14.0 ft I total width total area Tributary Area(NA) Tributary Area(NA) EV(ROOF)= 23282 lb 5692 lb tributary width tributary area EV()= 0 lb 0 lb total width total area EVO= 01b 01b EV()= 0 lb 0 lb Height of Shearwall= 8.1 ft Weight of Shearwall= 10.0 lbs E(Wind)= 23,282 lb E(Smc)= 5,692 lb Length of Shearwall= 14.0 ft Tributary width for dead load= 18.0 ft ULT. v= 832 PLF ULT. v= 220 PLF Length of adjoining wall= 4.0 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 1(2 x 0.6)=1106 PLF Ductile Anchor Design? No © Block Shear Wall V 7E SEISMIC CAPACITY:1 x 0.93 x 1020 PLF/(2 x 0.7)=677 PLF USE 3x framing per IBC r,� Floor Above: NO FLOOR ABOVE f4M08-S)S ASD C.TOTAL= (floor above)+(this floor)= 0 lbs + 4041 lbs = 4041 lbs Wind controls-C1(ASD eq,5): 2 c ASD T.TOTAL w/o D0= (floor above)+(this floor)= 0 lbs + 4305 lbs = 4305 lbs Wind controls-T1(ASD eq.7): ) LRFD T.TOTAL wi i[u= (door above)+(tnis floor)= 0 lbs + 7562 lbs = 7562 lbs Wind controls-T1(LRFD eq.5): Unfactored C.WL=6735 lbs Unfactored T.WL= 11037 lbs SIMPSON DESIGNED HOLDOWN: -- Unfactored C.EQ= 1784 lbs Unfactored T.EQ= 1784 lbs FOUNDATION/INTERIOR WALLS: -- Unfactored C.DL= 3861 lbs Unfactored C.LUSL=4950 lbs NOT USED SEGMENTED SHEARWALL WIND SEISMIC Floor Info Tributary Area(ROOF) Tributary Area(ROOF) NA Floor Level,e.g.Roof,3RD,2ND, 1ST.. 1.0 tributary width 1.0 tributary area Lt-Rt Load Direction.e.g.Left-Right,Front-Rear 2.0 total width 2.0 total area (For Left Wall.Use Front-Rear Load Direction) Tributary Area(NA) Tributary Area(NA) CDX Sheathing type(T4.3A of SDPWS-2015) 1.0 tributary width 1.0 tributary area 2.0 total width 2.0 total area NA/FL Resisting Dead Load Tributary Area(NA) Tributary Area(NA) Shearwall Segment Lengths: Adj,Total Length= 45.8 ft tributary width tributary area 4.0 ft 10.0 ft 4.0 ft 4.0 ft 10.0 ft 4.0 ft 10.0 ft total width total area Tributary Area(NA) Tributary Area(NA) EV(ROOF)= 14110 lb 5692 lb tributary width tributary area EV()= 0 lb 0 lb total width total area EV()= olb 0Ib EV()= 0 lb 0 lb Height of Shearwall= 8.1 ft Weight of Shearwall= 10.0 lbs E(Wind)= 14,110 lb E(Smc)= 5,692 lb Length of Shearwall= 4.0 ft Tributary width for dead load= 10.0 ft ULT. v= 154 PLF ULT. v= 62 PLF 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 D0 Holdown Design? No Do= 2.5 WIND CAPACITY:1.4 x 0.93 x 460 PLF/(2 x 0.6)=499 PLF Ductile Anchor Design? No Block Shear Wall SEISMIC CAPACITY:1 x 0.93 x 460 PLF/(2 x 0.7)=305 PLF USE A Floor Above: NO FLOOR ABOVE ASD C.TOTAL= (floor above)+(this floor)= 0 lbs + 749 lbs = 749 lbs Wind controls-C1(ASD eq,5): ASD T.TOTAL w/o 00= (floor above)+(this floor)= 0 lbs + 266 lbs = 266 lbs Wind controls-T1(ASD eq,7): Unfactored C.WL= 1248 lbs Unfactored T.WL= 1248 lbs NO HOLDOWNS REQUIRED OK Unfactored C.EQ=503 lbs Unfactored T.EQ=503 lbs FOUNDATION/INTERIOR WALLS: OK i Unfactored C.DL= 804 lbs Unfactored C.LL/SL=480 lbs