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805 E Clemensen Ave & Unit #2 - Plan
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805 E Clemensen Ave Unit# 2
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805 E Clemensen Ave & Unit #2 - Plan
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Last modified
5/29/2026 5:00:10 AM
Creation date
5/29/2026 5:00:04 AM
Metadata
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Template:
Plan
Permit Number
101125421
Full Address
805 E Clemensen Ave Unit# 2
Street Number
805
Street Direction
E
Street Name
Clemensen
Street Suffix
Ave
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 8 6 .5 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 73 (B)6 2 (L)1 1 .2 5 0 .5 <br />Diaph ragm 3 3 3 3 .5 -0 .5 <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 =6 2 /73 =0 .8 5 <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 />Slo p e (W in d war d ): W id th =3 3 ft, Slope = 4 /12 <br />Slo p e (Le e W ar d ): W id th =3 3 ft, Slope = 4 /12 <br />-6 .8 5 <br />78 .2 1 <br />3 2 .1 6 <br />3 9 .2 <br />78 .2 1 <br />-6 .8 5 <br />3 9 .2 <br />3 2 .16 <br />Diaph _Stor y z (ft)K z qz h T (ft)W all pre ss W in d_A SD (PLF) <br />D3 (W -E )_R O O F 8 .5 .8 1 6 .7 4 73 .7 8 7 .0 387.0 3 <br />T O T A L 8 7 .0 387.0 3 <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 .114 9 ) <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 />R oof (DL)= 15 x 110 0 / 3 3 5 0 0 .0 0 5 7.4 5 <br />E -W all (DL)= 17 x 3 3 x (8 /2 ) / 3 3 6 8 .0 0 7.8 1 <br />I-W all (DL)= 10 x 5 5 x (8 /2 ) / 3 3 6 6 .6 7 7.6 6 <br />T O T A L SE ISM I C LOA D 7 2 .9 272.9 2 <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 />D3 (W -E )_ROOF 6 3 4 .6 7 8 1 7 2 .9 272.9 2 <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 8 6 .5 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 6 2 (B )73 (L )1 1 .2 5 0 .5 <br />Diaph ragm 3 3 .5 3 3 -0 .5 <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 =73 /6 2 =1.18 <br />W in d war d W all C p w = 0 .8 L e e war d W all C p l = -0 .4 6 , <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 />Slo p e (W in d war d ): W id th =3 3 .5 ft, Slope = 4 /12 <br />Slo p e (Le e W ar d ): W id th =3 3 .5 ft, Slope = 4 /12 <br />-6 .8 5 <br />78 .2 1 <br />3 2 .1 6 <br />3 9 .2 <br />78 .2 1 <br />-6 .8 5 <br />3 9 .2 <br />3 2 .16 <br />Diaph _Stor y z (ft)K z qz h T (ft)W all pre ss W in d_A SD (PLF) <br />D3 (S-N )_ROOF 8 .5 .8 1 6 .7 4 71.7 8 5 .8 285.8 2 <br />T O T A L 8 5 .8 285.8 2 <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 .114 9 ) <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 />R oof (DL)= 15 x 110 0 / 3 3 .5 4 9 2 .5 4 5 6 .5 9 <br />E -W all (DL)= 17 x 6 7 x (8 /2 ) / 3 3 .5 13 6 .0 0 15 .6 3 <br />I-W all (DL)= 10 x 4 5 x (8 /2 ) / 3 3 .5 5 3 .73 6 .17 <br />T O T A L SE ISM I C LOA D 7 8 .3 978.3 9 <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 />D3 (S-N )_R O O F 6 8 2 .2 7 8 1 7 8 .3 978.3 9 <br /> <br />D I A P H R A G M D 3 – D I R E C T I O N W -EDIAPHRAGM D 3 – 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 72 .9 2 6 3 4 .6 7 72 .9 2 9 6 .76 19 3 .5 2 9 6 .7 696.7 6 <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 0 3 3 .5 2 8 .9 2 4 0 0 .1 2 2 6 3 3 5 0 .0 8 <br /> <br />D I A P H R A G M D 3 – D I R E C T I O N S -NDIAPHRAGM D 3 – 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 78 .3 9 6 8 2 .2 7 78 .3 9 10 4 .0 2 2 0 8 .0 3 1 0 4 .0 2104.0 2 <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 0 3 3 3 1.5 18 0 0 .1 8 2 6 2 5 2 0 .1 <br />: <br />: <br /> <br />P r oje ct N o.A DU C ON V E R SI O N <br />P r oje ct Location 8 0 5 C LE M E N SE N A V E SA N T A A N A C A 9 2 70 5 <br />: <br />: <br /> <br />De sign e d <br />C h e c ke d <br /> <br /> <br /> Prin t date : 0 7/11/2 0 2 5 <br />9
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