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96-6048
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96-6048
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Last modified
3/4/2009 2:50:05 PM
Creation date
7/19/2006 9:20:47 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
96-6048
Building Department - Name
MOORE,CASANDRA
Address
5423 18TH ST
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<br />~CQ)lJ~ <br /> <br />CHART SHOWS MAXIMUM CLEAR SPANS FOR O.S.B. PANELS USED IN ENCLOSED STRUCTURES. <br />O.S.B, PANELS MAY BE USED IN EITHER A WALL, FLOOR OR ROOF APPLICATION. <br /> <br /> CQ)D~J~D ~~~[L(Q)~~[Q) ~lJ[g1(lJJ(GlJ(UJ ~~ ~M~~(UJ~ ~~ffi\~ ~[}4Jffi\~lr. <br />~(Q)~ [P)(Q)~~1J~ [P)~[M~~ PANEL WIND SPEED 100 M,P.H. 110 M.P.H. 120 M.P.H. <br /> THK. OVERHANG 0' 1 ' 2' 3' 4' 0' 1 ' 2' 3' 4' 0' 1 ' 2' 3' 4' <br /> 0 <br /> s ~ L/180 16'-9" 16'-10" 17'-2" 17'-9" 18'-6" 14'-8" 14'-10" 15'-3" 15'-10" 16'-9" 13'-1' 13'-8" 14'-2" 14'-10" 15'-2" <br /> ~o~OO F'" <br /> 1 0.S.8. I B L- L/240 <br /> e: 15'-1" 15'-2" 15'-1' 16'-2" 17'-0" 13'-3" 13'-4" 13'-10" 14'-6" 15'-5" 12'-2" 12'-4" 12'~10" 13'-7" 14'-1' <br /> c <br /> T <br /> I L/360 12'-6" 12'-8" 13'-1" 13'-10" 14'-10" 10'-11" 11 '-2" 11'-8" 12'-6" 13'-7" 10'-2" 10'-4" 10'-11" 11'-9" <br /> = 12'-11" <br /> , . . , . . . , . . . . . , . , . '" <br /> . . . . , . . , . . . . . . . . . . <br /> . , . . . . . . . . , ' . , . . . . <br /> """'" ~..FbAM.. , ..FbAM.~ :::0- <br /> . . . . . . . . . . . . . . , <br /> . . . . . . = L/180 21'-1" 21 '-2" 21 '-6" 21'-11" 22'-6" 18'-6" 18'-7" 18'-11" 19'-5" 20'-2" 17'-1" 17'-2" <br /> e: 17'-1' 18'-1" 18'-10" <br /> . . . . . . . . ' . . ~o~OO F'" <br /> . . . . . L- L/240 <br /> . . . , . . e: 18'-10" 18'-11" 19'-3" 19'-10" 20'-0' 16'-7" 16'-8" 17'-1" 17'-7" 18'-5" 15'-4" 15'-5" 15'-10" 16'-5" 17'-3" <br /> , . , . . . , . . . . . . . . , C <br /> T <br /> I L/360 15'-5" 15'-6" 15'-11" 16'-6" 17'-4" 13'-6" 13'-8" 14'-1" 14'-9" 15'-8" 12'-6" 12'-8" 13'-1" 13'-10" 14'-10" <br /> :::: <br /> 0.S.8. I <br /> p <br /> A <br /> N <br /> 7/16" EXPOSURE 1 E = L/180 2'-' ,...J' 25'-1' 25'-10" 26'-2" 26'-9" 22'-5" 22'-6" 22'-9" 23'-2" 123'-9" 20'-8" 20'-9" 21'-1" <br /> 0.S.8.- ;;;= :J -0 21'-7" 22'-2" <br /> L ~o@OO L- L/240 <br /> FOAM - 1.0# DENSI1Y E.P.S. e: 22'-2" 22'-3" 22'-6" 22'-11" 23'-1~ 19'-6" 19'-1' 19'-11" 20'-4" 21'-1" 17'-11" 18'-1" 18'-5" 18'-11" 19'-8" <br /> c <br /> T <br /> I L/360 17'-9" 17'-10" 18'-2" 18'-8" 19'-5" 15'-1' 15'-8" 16'-1" 16'-8" 17'-6" 14'-5" 14'-6" 14'-11" 15'-7" 16'-5" <br /> = <br /> ffi\ [L lJ 0 ~~~[LCQ)~~[Q) ~lJ~(UJ~lJ(UJ~~ ~ffi\b{D ~[P)~[M ~ [}4J ffi\ [R1[f [Q) ~ffi\ [Q) ~ [L~~~ [LCQ) ~[Q) ffi\~ [Q) # CQ) ~ ~[MCQ)~ [LCQ) ffi\[Q) <br /> PANEL LOADING DL + LL @ 25 #/SQ. FT. DL + LL @ 35 #/SQ. FT. DL + LL @ 45 #/SQ. FT. DL + LL @ 60 #/SQ. FT. <br /> THK. OVERHANG 0' 1 ' 2' 3' 4' 0' 1 ' 2' 3' 4' 0' 1 ' 2' 3' 4' 0' 1 ' 2' 3' 4' <br />0 = L/180 17'-4" 1 7' - 6" 17'-10" 18'-4" 19'-1" 14'-8" 14'-10" 15'-3" 16'-10" 17'-9" 12'-11" 13'-1" 13'-1' 14'-3" 15'-3" 11'-3" 11'-5" 11'-11" 12'-9" 13'-9" <br /> e: <br />S F'" <br />~o~OO L- L/240 <br />B e: 15'-8" 15'-9" 16'-2" 16'-9" 17'-7" 13'-3" 13'-4" 13'-10" 14'-6" 15'-6" 11'-8" 11 '-10" 12'-4" 13'-1" 14'-2" 10'-1" 10'-3" 10'-10" 11'-9" 12'-11" <br />= <br /> T L/360 <br /> I 12'-11" 13'-2" 13'-7" 14'-4" 15'-3" 10'-11" 11'-2" 11'-8" 12'-6" 13'-1' 9'-8" 9'-11" 10'-6" 11'-5" 12'-7" 8'-5" 8'-7" 9'-3" 10'-4" 11'-7" <br /> = <br /> '" <br /> ~ L/180 21 '-10" 21'-11" 22'-3" 22'-8" 23'-4" 18'-6" 18'-1' 18'-11" 19'-5" 20'-2" 16'-4" 16'-5" 16'-10" 17'-5" 18'-2" 14'-1" 14'3" 14'-8" 15'-4" 16'-3" <br /> F'" <br /> ~O~OO L- L/240 19'-7" 19'-8" 20'-0" 20'-6" 16'-8" 17'-1" 18'-5" 14'-1' 15'-2" <br /> e: 21'-2" 16'-1' 1 7' - l' 14'-9" 15'-10" 16'-9" 12'-8" 12'-10" 13'-3" 14'-0" 14'-11" <br /> = <br /> T 1./360 <br /> I 15'-11" 16'-1" 16'-6" 17'-1" 17'-11" 13'-6" 13'-8" 14'-1" 14'-9" 15'-8" 11 '-11" 12'-1" 12'-1' 13'-4" 14'-4" 10'-4" 10'-6" 11 '-1" 11'-11" 13'-11" <br /> = <br />P <br />A <br />N <br />E ~ L/180 26'-6" 26'-7" 26'-10" 27'-2" 27'-8" 22'-5" 22'-6" 22'-9" 23'-2" 23'-9" 19'-9" 19'-10" 20'-2" 20'-8" 21'-4" 17'-1" 17'-3" 17'-1' 18'-2" 18'-11" <br /> ..... <br />L ~o@OO L- L/240 23'-0" 23'-2" 23'-5" 23'-10" 24'-5" 19'-6" 19'-1' 19'-11" 20'-4" 21'-1" 17'-2" 7'-3" 17' -8" 18'-2" 18'-11" 14'-10" <br />e:: 15'-0" 15'-6" 16'-10" 16'-11" <br /> = <br /> T L/360 <br /> I 18'-5" 18'-6" 18'-10" 19'-4" 20'-1" 15'-1' 15'-8" 16'-1" 16'-8" 17'-6" 13'-9" 13'-10" 14'-4" 14'-11" 15'-11" 11'-7" 12'-1" 12'-6" 13'-4" 14'-4" <br /> :::: <br /> <br />REVISIONS <br /> <br />t--t--N <br />Il1NO <br />N<.OCO <br />Il1NN <br />I I , <br />0'l1l1~ <br />NIl1Il1 <br />NCOCO <br />I I I <br />o l'0 l'0 <br />o~~ <br />COCO CO <br />.!--JX <br /><< <br />wOw... <br />00 <br />--J <br />3 <br />Z <br />o <br />i= <br />< <br />z <br /> <br /> <br />~ <br />~ <br />@ <br />i <br />!!M <br />@, <br />!!M <br />~ <br />@ <br />~ <br />(Q) <br />!!& <br />@ <br />i <br />:;;si <br /> <br />o <br /><< <br />00 <br />Q:;- <br />~ <br />~O <br />z-J <br /><w... <br />m _ <br />Q:;Q:; <br />::)< <br />m:::::!:t-- <br />(/)t-- <br />00<.0 <br />1l1-J~ <br />l<)0l<) <br /> <br />SCALE: <br />NONE <br /> <br />DATE:: <br /> <br />05-02-96 <br />DRAWING #: <br />SPANC10B <br /> <br /> <br />DRAWN BY: <br /> <br />JYF <br /> <br />SEAL <br /> <br />SHe:e:T # <br /> <br />~~(j'@ITi)@@ ~a [ID@ITi)ITi)@U"Ui [?)a~a <br />CIVIL ENGINEER - DEVELOPMENT CONSULTANT ~~@O <br />1139 HERBERT STREET ~~~ <br />PORT ORANGE, FLORIDA 32119 <br />TEL. (904) 767-4774 <br />
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