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Project No:AR24-0819 <br />Date: 02/04/25 <br />1 st Floor -Length Trib. Width <br />Vseismic = ( 5.9 x 54/2 )x() +(L1)wind = ( 130 )x() +(L1) <br />( )x() +()x() + <br />( )x() +()x() + <br />( )x() =()x() = <br /> =3,186 /14.00 =228 plf <260 OK =2,600 /14.00 =186 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 6.00 8.00 10.9 8.9 0 0 1.33 1.00 1,821 1,486 OK <br />2 4.00 8.00 7.3 5.9 2.00 1.00 1,821 1,486 OK <br />3 4.00 8.00 7.3 5.9 2.00 1.00 1,821 1,486 OK <br /> Comments: <br />1 st Floor - <br />Vseismic = ( 5.9 x 48/2 )x() +(T3)wind = ( 130 )x() +(T3) <br />( )x() +()x() + <br />( )x() +()x() + <br />( )x() =()x() = <br /> =2,832 /8.00 =354 plf <490 OK =2,600 /8.00 =325 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 8.00 8.00 22.7 20.8 1.00 1.00 2,832 2,600 OK <br /> Comments: <br />1 st Floor - <br />Vseismic = ( 5.9 x 34/2 )x() +(T3)wind = ( 130 )x() +(T3) <br />( )x() +()x() + <br />( )x() +()x() + <br />( )x() =()x() = <br /> =2,006 /6.50 =309 plf <380 OK =2,600 /6.50 =400 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 4.00 8.00 9.9 12.8 2.00 1.00 2,469 3,200 OK <br />2 2.50 8.00 6.2 8.0 3.20 0.63 2,469 3,200 OK <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 />None <br /> Due to Uniform Load, lb-ft Type: <br />HDU5 <br />HDU5 <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 />C <br />OTM, K-ft Resisting Moment (RM)External Uplift, lb Uplift, lb Holdown <br /> Due to Uniform Load, lb-ft Type: <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 />B <br />40/2 40/2 <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 />A <br />SHEAR WALL DESIGN <br />CBC 2022, SDPWS-2018 & ASCE 7-16 <br />40/2 40/2 <br />Shear Wall (Rev. 03/2014) <br />Pa e - 2 <br />2010 W Alco Ave Unit <br />#24/22/2025