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1 st Floor -Length Trib. Width Vseismic = ( 5.9 x 38/2 )x() +(L1)wind = ( 130 )x() +(L1) ( )x() +()x() + ( )x() +()x() + ( )x() =()x() = =1,401 /4.00 =350 plf <380 OK =1,625 /4.00 =406 plf <532 OK Use:2 1/2" CDX PLYWOOD w/ 8d NAILS AT 4" O.C. EN & 12" O.C. FN Pnl L H H / W Modifier No ft ft D±E D±W D±E D±W Ratio r D±E D±W Chk: 1 4.00 8.00 11.2 13.0 0 0 2.00 1.00 2,803 3,250 OK Comments: 1 st Floor - Vseismic = ( 5.9 x 46/2 )x() +(T3)wind = ( 130 )x() +(T3) ( )x() +()x() + ( )x() +()x() + ( )x() =()x() = =1,153 /6.00 =192 plf <260 OK =1,105 /6.00 =184 plf <364 OK Use:1 1/2" CDX PLYWOOD w/ 8d NAILS AT 6" O.C. EN & 12" O.C. FN Pnl L H H / W Modifier No ft ft D±E D±W D±E D±W Ratio r D±E D±W Chk: 1 6.00 8.00 9.2 8.8 1.33 1.00 1,538 1,473 OK Comments: 1 st Floor - Vseismic = ( 5.9 x 80/2 )x() +(T3)wind = ( 130 )x() +(T3) ( )x() +()x() + ( )x() +()x() + ( )x() =()x() = =2,950 /12.00 =246 plf <260 OK =1,625 /12.00 =135 plf <364 OK Use:1 1/2" CDX PLYWOOD w/ 8d NAILS AT 6" O.C. EN & 12" O.C. FN Pnl L H H / W Modifier No ft ft D±E D±W D±E D±W Ratio r D±E D±W Chk: 1 12.00 8.00 23.6 13.0 0.67 1.00 1,967 1,083 OK Comments: Notes: CBC Alternate Basic (ASD) & ASCE7-16 Sect. 12.4.2.3used for uplift calculations: (0.6-0.14S )D± ρE/1.4 and (2/3)D ± ωW DS r = 2 * L / H for 2:1 < H / W < 3.5:1 (seismic loads only) 1 25/2 25/2 Se i s m i c Wi n d 0/2 0/2 0/2 OTM, K-ft Resisting Moment (RM)External Uplift, lb Uplift, lb Holdown Due to Uniform Load, lb-ft Type: HDU5 2 Se i s m i c Wi n d 0/2 0/2 0/2 OTM, K-ft Resisting Moment (RM)External Uplift, lb Uplift, lb Holdown Due to Uniform Load, lb-ft Type: HDU2 None 3 Se i s m i c Wi n d 0/2 0/2 0/2 OTM, K-ft Resisting Moment (RM)External Uplift, lb Uplift, lb Holdown None Due to Uniform Load, lb-ft Type: HDU2 Pa e - 23 2010 W Alco Ave Unit #24/22/2025