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1 st Floor -Length Trib. Width <br />Vseismic = ( 6 x 124/2 )x() +(L1)wind = ( 130 )x() +(L1) <br />( )x() +()x() + <br />( )x() +()x() + <br />( )x() =()x() = <br /> =2,418 /24.00 =101 plf <260 OK =845 /24.00 =35 plf <364 OK <br />Use:1 1/2" CDX PLYWOOD w/ 8d NAILS AT 6" O.C. EN & 12" O.C. FN <br />Pnl L H H / W Modifier <br />No ft ft D±E D±W D±E D±W Ratio r D±E D±W Chk: <br />1 8.00 9.00 7.3 2.5 0 0 1.13 1.00 907 317 OK <br />2 8.00 9.00 7.3 2.5 1.13 1.00 907 317 OK <br />3 8.00 9.00 7.3 2.5 1.13 1.00 907 317 OK <br /> <br /> <br /> Comments: <br />1 st Floor - <br />Vseismic = ( 6 x 124/2 )x() +(T3)wind = ( 130 )x() +(T3) <br />( )x() +()x() + <br />( )x() +()x() + <br />( )x() =()x() = <br /> =2,418 /15.50 =156 plf <231 OK =845 /15.50 =55 plf <364 OK <br />Use:1 1/2" CDX PLYWOOD w/ 8d NAILS AT 6" O.C. EN & 12" O.C. FN <br />Pnl L H H / W Modifier <br />No ft ft D±E D±W D±E D±W Ratio r D±E D±W Chk: <br />1 7.50 9.00 10.5 3.7 1.20 1.00 1,404 491 OK <br />2 4.00 9.00 5.6 2.0 2.25 0.89 1,404 491 OK <br />3 4.00 9.00 5.6 2.0 2.25 0.89 1,404 491 OK <br /> <br /> <br /> Comments: <br />ERR <br />Vseismic = ( )x() +(T3)wind = ( )x() +(T3) <br />( )x() +()x() + <br />( )x() +()x() + <br />( )x() =()x() = <br /> =0 /0.00 =n/a plf ... =0 /0.00 =n/a ... <br />Use:#### <br />Pnl L H H / W Modifier <br />No ft ft D±E D±W D±E D±W Ratio r D±E D±W Chk: <br /> <br /> <br /> <br /> <br /> <br /> Comments: <br />Notes: <br />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 <br />r = 2 * L / H for 2:1 < H / W < 3.5:1 (seismic loads only) <br />None <br /> Due to Uniform Load, lb-ft Type: <br />OTM, K-ft Resisting Moment (RM)External Uplift, lb Uplift, lb Holdown <br />Se <br />i <br />s <br />m <br />i <br />c <br />Wi <br />n <br />d <br />0/2 <br />0/2 <br />0/2 <br />None <br />OTM, K-ft Resisting Moment (RM)External Uplift, lb Uplift, lb Holdown <br /> Due to Uniform Load, lb-ft Type: <br />HDU2 <br />HDU2 <br />HDU2 <br />Se <br />i <br />s <br />m <br />i <br />c <br />Wi <br />n <br />d <br />0/2 <br />0/2 <br />0/2 <br />None <br />2 <br />13/2 13/2 <br />OTM, K-ft Resisting Moment (RM)External Uplift, lb Uplift, lb Holdown <br /> Due to Uniform Load, lb-ft Type: <br />HDU2 <br />HDU2 <br />HDU2 <br />Se <br />i <br />s <br />m <br />i <br />c <br />Wi <br />n <br />d <br />0/2 <br />0/2 <br />0/2 <br />1