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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 3 .2 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 15 7 -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 />Slope (W in dwar d): W idth =15 ft, Slo p e = 3 /1 2 <br />Slope (L e e W ar d): W idth =15 ft, Slo p e = 3 /1 2 <br />-8 .15 <br />3 1 <br />11.3 5 <br />1 1 .5 <br />3 1 <br />-8 .15 <br />11.5 <br />11.3 5 <br />Diaph _Stor y z (ft)K z qz h T (ft)W all pre ss W in d_A SD (PLF) <br />D2 (W -E )_R O O F 8 .5 .8 1 6 .7 4 73 .7 5 7 .9 257.9 2 <br />T O T A L 5 7 .9 257.9 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 10 5 / 15 10 5 .0 0 12 .0 6 <br />E -W all (DL)= 17 x 15 x (8 /2 ) / 15 6 8 .0 0 7.8 1 <br />T O T A L SE ISM I C LOA D 1 9 .8 819.8 8 <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 />D2 (W -E )_ROOF 173 8 1 1 9 .8 819.8 8 <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 3 .2 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 7 15 -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 />Slope (W in dward): W idth =7 ft, Slope = 3 /12 <br />Slope (Le e W ard): W idth =7 ft, Slope = 3 /12 <br />-8 .15 <br />3 1 <br />11.3 5 <br />1 1 .5 <br />3 1 <br />-8 .15 <br />11.5 <br />11.3 5 <br />Diaph _Stor y z (ft)K z qz h T (ft)W all pre ss W in d_A SD (PLF) <br />D2 (S-N )_ROOF 8 .5 .8 1 6 .7 4 71.7 5 6 .7 156.7 1 <br />T O T A L 5 6 .7 156.7 1 <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 10 5 / 7 2 2 5 .0 0 2 5 .8 5 <br />E -W all (DL)= 17 x 14 x (8 /2 ) / 7 13 6 .0 0 15 .6 3 <br />T O T A L SE ISM I C LOA D 4 1 .4 841.4 8 <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 />D2 (S-N )_R O O F 3 6 1 8 1 4 1 .4 841.4 8 <br /> <br />D I A P H R A G M D 2 – D I R E C T I O N W -EDIAPHRAGM D 2 – 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 1 9 .8 8 173 1 9 .8 8 2 6 .3 8 5 2 .75 2 6 .3 826.3 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 .15 7 2 8 .3 2 4 0 0 .1 2 6 2 .1 3 3 5 0 .19 <br />D I A P H R A G M D 2 – D I R E C T I O N S -NDIAPHRAGM D 2 – 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 4 1 .4 8 3 6 1 4 1 .4 8 5 5 .0 4 110 .0 7 5 5 .0 455.0 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 .7 15 12 .8 18 0 0 .0 7 13 .2 2 5 2 0 .0 5 <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 />8
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