6408 BEVERLY BLVD 2025-04-11 - Laserfiche WebLink

, HERRERA REMODEL I September 14, 2022 I SDA Job# 9649 I_ 2 LEFT/RIGHT ZONES £V Roof= WIND ZONE C I ' I AVE HEIGHT 5 i _ AVE WIDTH 9.5 i _ Ps 21.80 0 00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 SUBTOTAL 103E 0 0 0 0 0 0 0 0 0 0 0 TOTAL 1,036 lbs 2`r arc'Floor = WIND ZONE A 8 1 C D ' AVE HEIGHT 4 4 5 5 5 [ AVE WIDTH 8.5 8.8 77.2 i 40 2 1 11' Ps 29.32 9.19 21.80 8.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 UETC>TAL 997 364 8416 1628 0 0 0 0 0 0 0 _ 0 , 7O-iA,t_ ;11,4051bs :'If,:e FloorM. _ vrt,�DZOa _ C Ii i ::viic-ii!L I 6 5 I I AVE WIDTH 6.5 • 80.6 I , ,-- - Ps 29.32 21,80 0.00 0.00 1 0.00 0.00 0,00 0.00 0.00 0.00 0.00 0.00 I LIBTOTAL 1144 _ 8786 0 0 I 0 0 0 0 0 0 0 7o _ 1OCAL. 9,930 lbs Grade= .UNDZONE . I AVE.,HEIGHT -1- ; I , ,P.,\iF. WIDTH , Ps 0.00 0 00 0 00 0.00 0.00 0.00 , 0.00 0.00 0.00 0.00 0 00 0.00 SUF3TOTAL 0 0 _ 0 0 0 0 0 0 0 0 0 0_� TOTAL :0 1bs SEISMIC LOAD p CALCS(ASCE7-16 612.3.4): Roof Level Calculations Plate Height:: 5.00 ft f Tributary Area 1.0 i Total length of Shearwall in Shortest Line: 11 50 ft Total Area 2 0 Length of Shortest Segment withir Shear Line: 5 50 ft Length of Longest Segment in Shear Line: 6.00 ft J p= 1.00 ASCE 7-16 12 3 4 2 b 3rd Floor Level Calculations Plate Height: 8.0C f: Tributary Area: 1 0 1 Total length of Shearwall in Shortest Line: 22 5C ft I Total Area: 2.0 , Length of Shortest Shearwall within Shear Line: 4 00 ft Length of Longest Wall in Shear Line: 11 00 ft p= 1.00 ASCE 7-16 12 3 4 2 b 2nd Floor Level Calculations _ Plate Height: 3 00 ft Tributary Area: 1.0 Total length of Shearwall in Shortest Line: 15.00 ft Total Area: 2.0 Length of Shortest Shearwall within Shear Line: 6.0C ft Length of Longest Wall in Shear Line: 9 00 it J p= 1.00 ASCE 7-16 12 4 2 b Grade Level Calculations Plate Height i Tributary Area Total length of Shearwall in Shortest Line; Total Area: j Length of Shortest Shearwall within Shear Line: Length of Longest Wall in Shear Line:: p= NA `I 115