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431 ALVERSON BLVD 2024-01-03
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431 ALVERSON BLVD 2024-01-03
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1/3/2024 8:17:38 AM
Creation date
10/24/2023 1:31:15 PM
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ALVERSON BLVD
Street Number
431
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SOKIANO ADDITION Ask October 4, 2021 SDA Job # 9314 11 <br />MAIN - LEFT 11111111111111111A15 . WSW ISEGMENTED WALL <br />Floor Info <br />2ND I Floor Level, e.g. Roof, 4TH, 3RD, 2ND <br />Ft-Rr Load Direction, e.g. Left -Right, Front -Rear <br />(For Left Wall, Use Front -Rear Load Direction) <br />CDX Sheathing type (T4.3A of SDPWS-2015) <br />ROOF Resisting Dead Load <br />Shearwall Segment Lengths: Adj. Total Length = 6 3 ft <br />65ft 1 2.5 ft <br />IV (ROOF) = <br />1857 lb <br />1775 lb <br />TV (2ND FLOOR) = <br />10677 lb <br />7767 lb <br />IV () = <br />0 lb <br />0 lb <br />IV () = <br />0 lb <br />0 Ib <br />F (Wind) = <br />12,534 lb <br />I (Smc) = 9,542 lb <br />ULT. v = <br />756 PLF <br />ULT. v = 576 PLF <br />ASD SHEAR WALL DESIGN PER: AF&PA SDPWS-2015 <br />ULT. WIND CAPACITY: 1.4 x 0.93 x 1020 PLF 1(2 x 0.6) = 1106 PLF <br />ULT. SEISMIC CAPACITY: 1 x 0.93 x 1020 PLF 1(2 x 0.7) = 677 PLF <br />Holdown Above: I ROOF - LEFT <br />ASD C. TOTAL = (floor above) + (this floor) = <br />ASD T. TOTAL w/o 00 = (floor above) + (this floor) = <br />... ..... ........ _....-.....-----..-- ----- ......_.._—_....... _. _ _._.._ ........_._ _..._... .._ <br />Unfactored C. WL = 7043 lbs Unfactored T WL = 7281 Ibs <br />Unfactored C. EQ = 5701 Ibs Unfactored T EQ = 5701 Ibs <br />Unfactored C DL = 1109 Ibs Unfactored C.LUSL = 935 Ibs <br />Tributary Area (ROOF) <br />Tributary Area (ROOF) <br />1 0 1 tributary width <br />1 0 tributary area <br />2 0 total width <br />20 total area <br />Tributary Area (2ND) <br />Tributary Area (2ND) <br />1 0 tributary width <br />1 0 tributary area <br />2 0 total width <br />20 total area <br />Tributary Area (NA) <br />z <br />Tributary Area (NA) <br />o <br />tributary width <br />a <br />tributary area <br />F:::Itotal <br />total width <br />area <br />o <br />Tributary Area (NA) <br />Tributary Area (NA) <br />? <br />tributary width <br />W <br />tributary area <br />3 <br />total width <br />- <br />I total area <br />Height of Shearwall = TO ft <br />Length of Shearwail = 2.5 ft <br />Aspect Raiio OK <br />Weight of Shearwall = 10 0 Ibs <br />Tributary width for dead load = <br />Length of adjoining wall = <br />R = 6.5 <br />LRFD Holdown Design? No 00 =1 2.5 <br />Ductile Anchor Design? No Block Shear Wall <br />USE 3 3x framing per IBC <br />Seismic c ontrols shearwall design <br />1049 Ibs + 3177 Ibs = 4226 Ibs Wind controls -C1 (ASD eq, 5) <br />579 Ibs + 3124 Ibs = 3703 Ibs Wind controls -T1 (ASD eq. 7): <br />I MAIN - RIGHT I A15 - WSW ISEGMENTED WALL <br />Floor Info <br />ROOF Floor Level, e.g. Roof, 4TH, 3RD, 2ND <br />Ft-Rr Load Direction, e.g. Left -Right, Front -Rear <br />(For Left Wall, Use Front -Rear Load Direction) <br />CDX Sheathing type (T4.3A of SDPWS-2015) <br />ROOF Resisting Dead Load <br />Shearwall Segment Lengths: M. Total Length <br />4.0 R <br />TV (ROOF) = 1857 lb <br />FV()= 0lb <br />TVO= 0lb <br />FV()= 0lb <br />3 1 (Wind) = 1,857 lb <br />ULT. v = 232 PLF <br />1775 lb <br />0 lb <br />0 lb <br />0 lb <br />i (Smc) = 1,775 lb <br />ULT. v = 222 PLF <br />ASD SHEAR WALL DESIGN PER: AF&PA SDPWS-2015 <br />ULT. WIND CAPACITY: 1.4 x 0.93 x 460 PLF I (2 x 0.6) = 499 PLF <br />ULT. SEISMIC CAPACITY: 1 x 0.93 x 460 PLF 1(2 x 0.7) = 305 PLF <br />Holdown Above: I ROOF - RIGHT <br />ASD C. TOTAL = (floor above) + (this floor) = <br />ASD T. TOTAL w/o 00 = (floor above) + (this floor) = <br />_...._.....,._. _........._ __...._ _....__............._..._ __......._.._ _..... ._. ................_. _.._..._...... ............... <br />...... ......_......_, <br />Unfactored C. WL = 5353 Ibs Unfactored T WL = 5694 Ibs <br />i Unfactored C. EQ = 5117 Ibs Unfactored T. EQ = 5117 Ibs <br />Unfactored C. DL = 1785 Ibs Unfactored C.LUSL = 1341 Ibs <br />SIMPSON DESIGNED HOLDOWN: <br />FOUNDATION / INTERIOR WALLS: <br />Tributary Area (ROOF) <br />1 0 1 <br />tributary width <br />2 0 Itotal <br />width <br />Tributary <br />Area (2ND) <br />10 tributary width <br />2.0 total width <br />z <br />Tributary Area (NA) <br />n <br />tributary width <br />a <br />O <br />total width <br />o <br />Tributary Area (NA) <br />z <br />tributary width <br />3 <br />total width <br />Height of Shearwall = a o f <br />Length of Shearwall = 1 4.0 ft <br />Aspect Ratio OK <br />Tributary Area (ROOF) <br />1.0 <br />tributary area <br />2.0 <br />total area <br />Tributary <br />Area (2ND) <br />1.0 <br />tributary area <br />2.0 <br />total area <br />z <br />Tributary Area (NA) <br />a <br />tributary area <br />total area <br />Tributary <br />Area (NA) <br />W <br />tributary area <br />V) <br />total area <br />Weight of Shearwall = 10.0 Ibs <br />Tributary width for dead load = 2 5 ft <br />Length of adjoining wall = 4.5 ft <br />R= 6.5 <br />LRFD Holdown Design? No Do =1 25 <br />Ductile Anchor Design? No Block Shear Wall <br />USE 1 <br />Seismic caritrois !ihe arwall cue sign <br />2477 Ibs + 1345 Ibs = 3821 Ibs Seismic controls -C3 (ASD eq. 8): <br />1864 ibs + 887 Ibs = 2751 Ibs Seismic controls -T2 (ASD eq 10): <br />SIMPSON DESIGNED HOLDOWN. 4 <br />FOUNDATION / INTERIOR WALLS: <br />S�' <br />
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