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1112 W 6th St & Unit #2 - Plan
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1112 W 6th St & Unit #2 - Plan
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Last modified
2/13/2026 5:03:10 AM
Creation date
2/13/2026 5:01:22 AM
Metadata
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Template:
Plan
Permit Number
101120611
Full Address
1112 W Sixth St Unit# 2
Street Number
1112
Street Direction
W
Street Name
Sixth
Street Suffix
St
Unit Number
2
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G E N E R A L :G E N E R A L : <br />Sto r y <br />T op Plate He igh t <br />(ft) <br />Roof He ig h t (ft) / <br />Floor De pth (in ) <br />I gn or e d W W wall I gn or e d LW wall <br />R O O F 9 1 4 N o N o <br /> <br />Dim e n sion (ft)W id th De pth He igh t B ase He igh t <br />B u ildin g 2 7 (B)4 5 (L)1 3 0 .75 <br />Diaph ragm 2 7 2 7.5 -1 <br />W I N D L O A D :W I N D L O A D : <br />K d = 0 .8 5 G = 0 .8 5 L/B =4 5 /2 7=1.6 7 <br />W in dwar d W all C pw = 0 .8 Le e war d W all C pl = -0 .3 7, <br />qh = 16 .6 7 (PSF) qz = 0 .0 0 2 5 6 K zK ztK dV 2 (P SF) W all pr e ss. = (GC pwqz+GC plqh)h T (P LF) <br />R O O F E LE M E N T (P LF) <br />W Dir <br />(+C pi) <br />W Dir <br />(-C pi) <br />O W Dir <br />(+C pi) <br />OW Dir <br />(-C p i) <br />Gable (W in dward): W idth =2 7 ft <br />Gable (Le e W ard): W idth =2 7 ft <br />5 8 .3 5 <br />5 7.3 8 <br />10 0 .3 6 <br />1 5 .3 6 <br />5 7.3 8 <br />5 8 .3 5 <br />15 .3 6 <br />10 0 .3 6 <br />Diaph _Stor y z (ft)K z qz h T (ft)W all pre ss W in d_A SD (PLF) <br />D1 (W -E )_ROOF 10 .8 1 6 .7 4 .5 74 .4 1 1 4 .0 7114.0 7 <br />T O T A L 1 1 4 .0 7114.0 7 <br />S E I S M I C L O A D :S E I S M I C L O A D :(C s_A SD = 0 .1117) <br />Sto r y Load T ype <br />W e igh t W <br />(P LF) <br />C s*W (PLF) <br />R O O F <br />Load_Roof (DL)= 15 x 8 9 5 / 2 7 4 9 7.2 2 5 5 .5 4 <br />W all_E x (DL)= 15 x 5 4 x (9 /2 ) / 2 7 13 5 .0 0 15 .0 8 <br />W all_In (DL)= 10 x 2 7 x (9 /2 ) / 2 7 4 5 .0 0 5 .0 3 <br />T O T A L SE ISM I C LOA D 7 5 .6 575.6 5 <br />Diaph _Story W x (PLF)Hx (ft) <br />W xx h x <br />/su m (W ix h i) <br />Fx (P LF) <br />D1 (W -E )_R O O F 6 77.2 2 9 1 7 5 .6 575.6 5 <br />G E N E R A L :G E N E R A L : <br />Sto r y <br />T op Plate He igh t <br />(ft) <br />Roof He ig h t (ft) / <br />Floor De pth (in ) <br />I gn or e d W W wall I gn or e d LW wall <br />R O O F 9 1 4 N o N o <br /> <br />Dim e n sion (ft)W id th De pth He igh t B ase He igh t <br />B u ildin g 4 5 (B )2 7 (L )1 3 0 .75 <br />Diaph ragm 2 7.5 2 7 -1 <br />W I N D L O A D :W I N D L O A D : <br />K d = 0 .8 5 G = 0 .8 5 L/B =2 7/4 5 =0 .6 <br />W in dwar d W all C pw = 0 .8 Le e war d W all C pl = -0 .5 , <br />qh = 16 .6 7 (PSF) qz = 0 .0 0 2 5 6 K zK ztK dV 2 (P SF) W all pr e ss. = (GC pwqz+GC plqh)h T (P LF) <br />R O O F E LE M E N T (P LF) <br />W Dir <br />(+C pi) <br />W Dir <br />(-C pi) <br />O W Dir <br />(+C pi) <br />OW Dir <br />(-C p i) <br />Slope (W in dwar d): W idth =2 7 ft, Slope = 4 /12 <br />Slope (Le e W ar d): W idth =2 7 ft, Slope = 4 /12 <br />-6 .3 9 <br />1 5 2 .1 3 <br />76 .1 <br />6 9 .6 3 <br />15 2 .13 <br />-6 .3 9 <br />6 9 .6 3 <br />76 .1 <br />Diaph _Stor y z (ft)K z qz h T (ft)W all pre ss W in d_A SD (PLF) <br />D1 (W -E )_ROOF 10 .8 1 6 .7 4 .5 8 2 .9 1 3 7 .1 8137.1 8 <br />T O T A L 1 3 7 .1 8137.1 8 <br />S E I S M I C L O A D :S E I S M I C L O A D :(C s_A SD = 0 .1117) <br />Sto r y Load T ype <br />W e igh t W <br />(P LF) <br />C s*W (PLF) <br />R O O F <br />Load_Roof (DL)= 15 x 8 9 5 / 2 7.5 4 8 8 .18 5 4 .5 3 <br />W all_E x (DL)= 15 x 5 5 x (9 /2 ) / 2 7.5 13 5 .0 0 15 .0 8 <br />W all_In (DL)= 10 x 2 7.5 x (9 /2 ) / 2 7.5 4 5 .0 0 5 .0 3 <br />T O T A L SE ISM I C LOA D 7 4 .6 474.6 4 <br />Diaph _Story W x (PLF)Hx (ft) <br />W xx h x <br />/su m (W ix h i) <br />Fx (P LF) <br />D1 (W -E )_R O O F 6 6 8 .1 8 9 1 7 4 .6 474.6 4 <br /> <br />D I A P H R A G M D 1 – D I R E C T I O N W -EDIAPHRAGM D 1 – D I R E C T I O N W -E <br />D I A P H R A G M D E S I G N :D I A P H R A G M D E S I G N : <br />Diaph ragm se ism ic loadin g: <br />Story Su m (Fi) (P LF)Su m (W i) (P LF)Fpx (P LF)Fpx M in (P LF)Fpx M ax (PLF)Fpx De sig n (P LF) <br />ROOF 75 .6 5 6 77.2 2 75 .6 5 10 0 .3 8 2 0 0 .77 1 0 0 .3 8100.3 8 <br />C ode c h e ck : <br />Story <br />Diaph r ag m Se ism ic sh e ar W in d sh e ar <br />Sh e ath in g N ail W idth (ft)De p th (ft)A pplie d (L B )A lo w. (L B )R atio A p p lie d (LB )A lo w. (L B )Ratio <br />ROOF 15 /3 2 Sh e ath in g an d Sin gle -Floor U n block e d 8 d @ 6 ”, 6 ”, 12 ” O .C .2 7 2 7.5 4 9 .3 2 4 0 0 .2 1 5 6 3 3 5 0 .1 7 <br />D I A P H R A G M D 1 – D I R E C T I O N S -NDIAPHRAGM D 1 – D I R E C T I O N S -N <br />D I A P H R A G M D E S I G N :D I A P H R A G M D E S I G N : <br />Diaph ragm se ism ic loadin g: <br />Story Su m (Fi) (P LF)Su m (W i) (P LF)Fpx (P LF)Fpx M in (P LF)Fpx M ax (PLF)Fpx De sig n (P LF) <br />ROOF 74 .6 4 6 6 8 .18 74 .6 4 9 9 .0 4 19 8 .0 9 9 9 .0 499.0 4 <br />C ode c h e ck : <br />Story <br />Diaph r ag m Se ism ic sh e ar W in d sh e ar <br />Sh e ath in g N ail W idth (ft)De p th (ft)A pplie d (L B )A lo w. (L B )R atio A p p lie d (LB )A lo w. (L B )Ratio <br />ROOF 15 /3 2 Sh e ath in g an d Sin gle -Floor U n block e d 8 d @ 6 ”, 6 ”, 12 ” O .C .2 7.5 2 7 5 0 .4 18 0 0 .2 8 6 9 .9 2 5 2 0 .2 8 <br />: <br />: <br /> <br />P r oje ct N o.1112 W 6 th Str e e t <br />P r oje ct Location San ta A n a, C A 9 2 70 3 <br />: <br />: <br /> <br />De sign e d B I <br />C h e c ke d T N <br /> <br /> 0 9 <br /> P r in t date : 10 /2 0 2 3 <br />9/25
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