431 ALVERSON BLVD 2024-01-03 - Laserfiche WebLink

SORIANO ADDITION October 4, 2021 WALL SDA Job # 9314 1 10 Floor Info` 2ND Floor Level, e.g. Roof, 4TH, 3RD, 2ND Lt-Rt Load Direction, e.g. Left -Right, Front -Rear (For Left Wall, Use Front -Rear Load Direction) CDX Sheathing type (T4.3A of SDPWS-2015) ROOF Resisting Dead Load Shearwall Segment Lengths: Adj. Total Length = 5.2 ft 3.0 ft 1 2.8 R EV (ROOF) = 2110 lb 1775 lb EV (2ND FLOOR) = 6474 lb 7767 lb EV()= 0lb Olb EV () = 0 lb 0 lb E (Wind) = 8.584 lb E (Smc) = 9,542 lb ULT. v = 827 PLF ULT. v = 920 PLF ASD SHEAR WALL DESIGN PER: AF&PA SDPWS-2015 ULT. WIND CAPACITY: 1.4 x 0.93 x 1740 PLF 1(2 x 0.6) = 1887 PLF ULT. SEISMIC CAPACITY: 1 x 0.93 x 1740 PLF 1(2 x 0.7) = 1155 PLF Holdown Above: ROOF -FRONT ASD C. TOTAL = (floor above) + (this floor) = ASD T. TOTAL w/o 00 = (floor above) + (this floor) = _...........__.._._......_....__............... ......_.......... .....__......__...._..........__..__......_..................... _.._......_..._....._ _.., Unfactored C. WL = 8080 Ibs Unfactored T. WL = 8431 Ibs Unfactored C. EQ = 8586 Ibs Unfactored T. EQ = 8586 Ibs Unfactored C DL = 1859 Ibs Unfactored C LL/SL = 1379 Ibs �._. ... _..... ...... __. __..........._......._..--._................ _..._..__�...._._...... _. Floor Info 2ND I Floor Level, e.g. Roof, 4TH, 3RD, 2ND Lt-Rt Load Direction, e.g. Left -Right, Front -Rear (For Left Wall, Use Front -Rear Load Direction) COX Sheathing type (T4.3A of SDPWS-2015) ROOF Resisting Dead Load Shearwall Segment Lengths: Adj. Total Length 9.5 it EV (ROOF) = 2110 lb IV (2ND FLOOR) = 6474 lb FV()= 0lb EV()= 0lb E (Wind) = 8,584 lb ULT. v = 452 PLF 1775 lb 7767 lb 0 lb 0 lb E (Smc) = 9.542 lb ULT. v = 502 PLF ASD SHEAR WALL DESIGN PER: AF&PA SDPWS-2015 ULT. WIND CAPACITY: 1.4 x 0.93 x 1020 PLF I (2 x 0.6) = 1106 PLF ULT. SEISMIC CAPACITY: 1 x 0.93 x 1020 PLF I (2 x 0.7) = 677 PLF Holdown Above: ROOF - REAR ASD C. TOTAL = (floor above) + (this floor) = ASD T. TOTAL w/o 00 = (floor above) + (this floor) = _._... _............._..._._......._.........._ __ ......... _.............. ..._ _. _... Unfactored C. WL = 11750 Ibs Unfactored T WL = 12156 Ibs Unfactored C EQ = 12082 Ibs Unfactored T EQ = 12082 Ibs Unfactored C. DL = 3161 Ibs Unfactored _......__C.LL/SL = 1594 Ibs ....1........._................. _...._ .....__... Tributary Area (ROOF) Tributary Area (ROOF) tributary width 1 0 tributary area FI0 2 0 total width 2.0 total area Tributary Area (2ND) Tributary Area (2ND) 1 0 tributary width H2. 1.0 tributary area 0 total width 2.0 total area Tributary Area (NA) z Tributary Area (NA) o tributary width a tributary area a total width 0 total area o Tributary Area (NA) L Tributary Area (NA) 3 tributary width w tributary area total width ' total area Height of Shearwall = I 8.0 ft Length of Shearwall = F 2.8 ft Aspect Ratio OK Weight of Shearwall = 10 0 Ibs Tributary width for dead load = 3.0 ft Length of adjoining wall = 4.5 ft R = 6.5 LRFD Holdown Design? No no = 2 5 Ductile Anchor Design? No Block Shear Wall USE 5 3x framing per IBC Seismic r;onirols shf.: irvvali design 1012 Ibs + 5249 Ibs = 6260 Ibs Seismic controls -C3 (ASD eq. 8): 337 Ibs + 4608 Ibs - 5144 Ibs Seismic controls -T2 (ASD eq. 10). 1 10 1 SIMPSON DESIGNED HOLDOWN MST72 FOUNDATION / INTERIOR WALLS: HDUS-SDS2.5 Area (ROOF) tributary width total width Area (2ND) tributary width total width Area (NA) tributary width total width Area (NA) tributary width total width Tributary Area (ROOF) 1.0 tributary area 2.0 total area Tributary Area (2ND) 1.0 tributary area 2.0 total area z Tributary Area (NA) Q tributary area o total area Tributary Area (NA) w Itributary area "' total area Height of Shearwah = 18.0 ft Weight of Shearwall = 10.0 Ibs Length of Shearwall = 9 5 ft Tributary width for dead load = 3.0 R Asper..t Ratio OK Length of adjoining wall = 4.5 ft R= 6.5 LRFD Holdown Design? No Do Ductile Anchor Design? No Block Shear Wall USE Seismic controls shearwall design 2275 Ibs + 6607 Ibs = 8882 Ibs Seismic controls -C3 (ASD eq. 8): 1627 Ibs + 5358 Ibs = 6985 Ibs Seismic controls -T2 (ASD eq. 10): SIMPSON DESIGNED HOLDOWN - FOUNDATION / INTERIOR WALLS: HIDUB-SICIS2.5]