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2218 & 2220 N Richmond St - Plan
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2218 & 2220 N Richmond St - Plan
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Last modified
2/13/2026 5:03:13 AM
Creation date
2/13/2026 5:00:58 AM
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Template:
Plan
Permit Number
101123779
101123780
Full Address
2218 N Richmond St
2220 N Richmond St
Street Number
2220
Street Direction
N
Street Name
Richmond
Street Suffix
St
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2 nd Floor -Length Trib. Width <br />Vseismic = ( 9.8 x 42/2 )x() +(L1)wind = ( 146 )x() +(L1) <br />( )x() +()x() + <br />( )x() +()x() + <br />( )x() =()x() = <br /> =1,441 /14.75 =98 plf <459 OK =1,022 /14.75 =69 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 />1 st Floor - <br />Vseismic = ( 9.5 x 42/2 )x() +(T3)wind = ( 146 )x() +(T3) <br />( 6.6 x 42/2 110 <br /> =2,921 /18.75 =156 plf <459 OK =2,232 /18.75 =119 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 />3 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 DS)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 />22/2 <br />Wi <br />n <br />d <br />22/2 <br />0/2 <br />0/2 <br />None <br />1 <br />14/2 14/2 <br />OTM, K-ft Resisting Moment (RM)External Uplift, lb Uplift, lb Holdown <br /> Due to Uniform Load, lb-ft Type: <br />CMSTC16 <br />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 <br />Pa e 37 of 39
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