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SORIANO ADDITION r I October 4, 2021 _J SDA Job # 9314 9 <br />` ROOF - LEFT 15 - WSW ISEGMENTED WALL <br />Floor Info' <br />ROOF I <br />Floor Level, e.g. Roof, 4TH, 3RD, 2ND <br />Ft-Rr <br />Load Direction, a g. Left -Right, Front -Rear <br />(For Left Wall, Use Front -Rear Load Direction) <br />CDX <br />Sheathing type (T4.3A of SDPWS-2015) <br />ROOF Resisting Dead Load <br />Shearwall S ment Lengths: Adj. Total Length = 4 3 ft <br />2.5 ft 2.5 ft <br />TV (ROOF) = <br />1857 lb <br />FV!)= <br />0lb <br />FV!)= <br />0lb <br />IV ()= <br />0lb <br />E (Wind) = <br />1,857lb <br />ULT. v = <br />218 PLF <br />1775 lb <br />0 lb <br />0 lb <br />0 lb <br />i (Smc) = 1,775 lb <br />ULT. V = 209 PLF <br />ASD SHEAR WALL DESIGN PER: AF&PA SDPWS-2015 <br />ULT. WIND CAPACITY: 1.4 x 0.93 x 460 PLF 1(2 x 0.6) = 499 PLF <br />ULT. SEISMIC CAPACITY: 1 x 0.93 x 460 PLF 1(2 x 0.7) = 306 PLF <br />Holdown Above NO FLOOR ABOVE <br />ASD C. TOTAL = (floor above) + (this floor) = <br />ASD T. TOTAL w/o 00 = (floor above) + (this floor) = <br />Unfactored C. WL = 1748 Ibs Unfactored T WL = 1985 Ibs <br />Unfactored C. EQ = 1671 Ibs Unfactored T EQ = 1671 Ibs <br />Unfactored C. DL = 1021 Ibs Unfactored C.LUSL = 934 Ibs <br />Tributary Area (ROOF) <br />1 0 tributary width <br />2.0 total width <br />Tributary Area (2ND) <br />tributary width <br />total width <br />Tributary Area (NA) <br />z tributary width <br />0 <br />a total width <br />O <br />o Tributary Area (NA) <br />Z tributary width <br />total width <br />Tributary Area (ROOF) <br />1 0 tributary area <br />20 total area <br />Tributary Area (2ND) <br />tributary area <br />total area <br />z Tributary Area (NA) <br />Q tributary area <br />total area <br />Tributary Area (NA) <br />tributary area <br />total area <br />Weight of Shearwall = 10.0 Ibs <br />Tributary width for dead load = 6 5 ft <br />Length of adjoining wall = 4.5 ft <br />R = 6.5 <br />LRFD Holdown Design? No DO = 2 5 <br />Ductile Anchor Design? No Block Shear Wall <br />USE 1 <br />Seismic controls shearwall design <br />0 Ibs + 1306 lbs = 1306 Ibs Seismic controls -C3 (ASO eq. 8): <br />0 Ibs + 694 Ibs = 694 Ibs Seismic controls -T2 (ASD eq. 10): <br />SIMPSON DESIGNED HOLDOWN: -CS14— <br />FOUNDATION I INTERIOR WALLS: LSTH <br />Height of Shearwall = 8.0 ft <br />Length of Shearwall = 2 5 ft <br />Agpert Ratite OK <br />1 ROOF - RIGHT I A15 - WSW ISEGMENTED WALL <br />Floor Info <br />ROOF <br />Floor Level, e.g. Roof, 4TH, 3RD, 2ND <br />Ft-Rr <br />Load Direction, e.g. Left -Right, Front -Rear <br />(For Left Wall, Use Front -Rear Load Direction) <br />CDX7 <br />Sheathing type (T4.3A of SDPWS-2015) <br />ROOF Resisting Dead Load <br />Shearwall ment Lengths. Adj. Total Length = 2 1 ft <br />2.5 ft <br />iV (ROOF) = <br />1857 lb <br />FVO= <br />0lb <br />EV!)= <br />0lb <br />FV()= <br />0lb <br />3 F (Wind) = <br />1,857 lb <br />ULT. v = <br />437 PLF <br />1775 lb <br />0 lb <br />0 lb <br />0 lb <br />E (Smc) = 1,775 lb <br />ULT. V = 418 PLF <br />ASD SHEAR WALL DESIGN PER: AF&PA SDPWS-2015 <br />ULT. WIND CAPACITY: 1.4 x 0.93 x 720 PLF / (2 x 0.6) = 781 PLF <br />ULT. SEISMIC CAPACITY: 1 x 0.93 x 720 PLF I (2 x 0.7) = 478 PLF <br />Holdown Above: F NO FLOOR ABOVE <br />ASD C. TOTAL = (floor above) + (this floor) = <br />ASD T. TOTAL w/o f10 = (floor above) + (this floor) = <br />Unfactored C. WL = 3496 Ibs Unfactored T WL = 3733 Ibs <br />Unfactored C. EQ = 3341 Ibs Unfactored T EQ = 3341 Ibs <br />Unfactored C. DL = 1021 Ibs Unfactored C.LUSL = 934 Ibs <br />Tributary Area (ROOF) <br />1 0 Itributary width <br />2 0 total width <br />Tributary Area (2ND) <br />tributary width <br />total width <br />Tributary Area (NA) <br />Z tributary width <br />0 <br />a total width <br />O <br />o Tributary Area (NA) <br />z tributary width <br />total width <br />Height of Shearwall = 8.0 ft <br />Length of Shearwall = 2.5 ft <br />Asfrert 'Ratio OK <br />Tributary Area (ROOF) <br />1.0 <br />tributaryarea <br />20 <br />total area <br />Tributary <br />Area (2ND) <br />tributary area <br />total area <br />z <br />Tributary Area (NA) <br />a <br />tributary area <br />o <br />total area <br />2 <br />Tributary <br />Area (NA) <br />`^ <br />w <br />tributary area <br />total area <br />Weight of Shearwall = 10 0 Ibs <br />Tributary width for dead load = 6.5 ft <br />Length of adjoining wall = 4.5 ft <br />R= 65 <br />LRFD Holdown Design? No no = 2 5 <br />Ductile Anchor Design? No Block Shear Wall <br />USE 2 <br />Seismic controls shearwall design <br />0 Ibs + 2476 Ibs = 2476 Ibs Seismic controls -C3 (ASD eq. 8): <br />0 Ibs + 1863 Ibs = 1863 Ibs Seismic controls -T2 (ASD eq 10): <br />SIMPSON DESIGNED HOLDOWN: <br />FOUNDATION / INTERIOR WALLS: I STHA� <br />