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Project No:AR24-044 <br />Date: 04/11/25 <br />2 nd Floor -Length Trib. Width <br />Vseismic = ( 9.8 x 46/2 )x() +(L1)wind = ( 146 )x() +(L1) <br />( )x() +()x() + <br />( )x() +()x() + <br />( )x() =()x() = <br /> =2,367 /10.00 =237 plf <380 OK =1,533 /10.00 =153 plf <532 OK <br />Use:2 1/2" CDX PLYWOOD w/ 8d NAILS AT 4" 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 OK <br />2 OK <br /> <br /> <br /> <br /> Comments: <br />1 st Floor - <br />Vseismic = ( 9.8 x 46/2 )x() +(T3)wind = ( 146 )x() +(T3) <br />( 6.6 x 46/2 110 <br /> =3,961 /12.00 =330 plf <490 OK =2,688 /12.00 =224 plf <686 OK <br />Use:3 1/2" CDX PLYWOOD w/ 8d NAILS AT 3" 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 OK <br />2 OK <br /> <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 DS)D± ρE/1.4 and (2/3)D ± ωW <br />r = 2 * L / H for 2:1 < H / W < 3.5:1 (seismic loads only) <br />A <br />SHEAR WALL DESIGN <br />CBC 2022, SDPWS-2018 & ASCE 7-16 <br />21/2 21/2 <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 />OTM, K-ft Resisting Moment (RM)External Uplift, lb Uplift, lb Holdown <br /> Due to Uniform Load, lb-ft Type: <br />CMSTC16 <br />CMSTC16 <br />A <br />Se <br />i <br />s <br />m <br />i <br />c <br />21/2 <br />Wi <br />n <br />d <br />21/2 <br />0/2 <br />0/2 <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 />None <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 />OTM, K-ft Resisting Moment (RM)External Uplift, lb Uplift, lb Holdown <br />None <br /> Due to Uniform Load, lb-ft Type: <br />Shear Wall (Rev. 03/2014) <br />Pa e 34 of 39