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Project No:AR24-039 <br />Date: 03/19/25 <br />1 st Floor -Length Trib. Width <br />Vseismic = ( 6 x 26/2 )x() +(L1)wind = ( 130 )x() +(L1) <br />( )x() +()x() + <br />( )x() +()x() + <br />( )x() =()x() = <br /> =858 /12.00 =72 plf <260 OK =1,430 /12.00 =119 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 12.00 9.00 7.7 12.9 0 0 0.75 1.00 644 1,073 OK <br /> <br /> <br /> <br /> <br /> Comments: <br />1 st Floor - <br />Vseismic = ( 6 x 26/2 )x() +(T3)wind = ( 130 )x() +(T3) <br />( )x() +()x() + <br />( )x() +()x() + <br />( )x() =()x() = <br /> =1,560 /8.00 =195 plf <260 OK =2,600 /8.00 =325 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 14.0 23.4 1.13 1.00 1,755 2,925 OK <br /> <br /> <br /> <br /> <br /> Comments: <br />1 st Floor - <br />Vseismic = ( 6 x 26/2 )x() +(T3)wind = ( 130 )x() +(T3) <br />( )x() +()x() + <br />( )x() +()x() + <br />( )x() =()x() = <br /> =2,340 /8.00 =293 plf <380 OK =3,900 /8.00 =488 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 8.00 9.00 21.1 35.1 1.13 1.00 2,633 4,388 OK <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 <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 />22/2 22/2 <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 />HDU2 <br />B <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 />HDU2 <br />None <br />C <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 />HDU5 <br />Shear Wall (Rev. 03/2014)