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~(Q)u~ CHART SHOWS MAXIMUM CLEAR SPANS FOR O.S.B. PANELS USED IN OPEN STRUCTURES. O.S.B. PANELS MAY BE USED" IN EITHER A WALL ,FLOOR OR ROOF APPLICATION. (Q)a~a~a CG(Q)~~(Q)~~lf~ ~~[M~~ (Q)[?)~~ ~u[g1lUJCGullJJ[g1~ ~~~[M]llJJ~ ~~ ~[M (G~~~U L/180 L/240 L/360 ~[L lf~~[M~ lf~ (Q)(?)~[M ~u~llD(GuQJJ(ffi~ ~~a ~[?) ~~ ~[}4]~~u (Q)~~(Q) ~ [LJ~~ [L(Q)~~ ~[M[D) ff (Q)[g1 ~~(Q)\WJ [L(Q)~~ OL + LL @ 25 #/SO. FT. OL + LL @ 35 #/SO. FT. DL + LL @ 45 #/SO. FT. DL + LL @ 60 ~/SO. FT. l' 2' 3' 4' 0' l' 2' ~ 4' A' l' 2' 3' 4' 0' l' 2' 3' 17'-6" 17'-10" 18'-4" 19'-1" 14'-8" 14'-10" 1S'-,3" 16'-10" 17'-9" 12'-11" 1,3'-1" 1.3'-1 14'-,3" 1S'-,3" 11'-,3" 11'-S" 11'-11" 12'-9" 1S'-9" 16'-2" 16'-9" 17'-1' 1,3'-,3" 1.3'-4" 1.3'-10" 14'-6" 1S'-6" 11'-8" 11'-10" 12'-4- 1,3'-1" 14'-2" 10'-'" 10'-,3" 10'-10" 11'-9" 12'-11" 13'-2" 13'-1' 14'-4" 1S'-3" 10'-11" 11'-2" 11'-8" 12'-6" 1.3'-1 9'-8" 9'-11" 10'-6" 11'-S" 12'-1 8'-S" 8'-1' 9'-3" 10'-4" 0.S.8.- 7/16" EXPOSURE 1 FOAM- 1.0# DENS/1Y E.P.S. I """,,~FbAM . ' .", j' PANEL LOADING THK. OVERHANG ~ ~o~uu; tj~~g ~ L/360 @~uuE L/180 ~D~ ~ L/240 "~ L/360 ,~, P A N E L (p) ~uO ~ L/180 (QJo~ Q L/240 I L/360 0.S.8. PANEL WIND SPEED 100 M.P.H. 110 M.P.H. 120 M.P.H. THK. OVERHANG 0' 1 ' 2' 3' 4' 0' l' 2' 3' 4' 0' l' 2' 3' 4' 0 I~ L/180 22'-S" 22'-6" 22'-9" 23'-2" 2.3'-10" 20'-6" 20'-1' 20'-10" 21'-4" 21'-1'" 18'-11" 1 9'-1" 19'-4" 19'-10" 20'-11" S ~o~aa i L/240 20'-2" 20'-,3" 20'-1' 21'-1" 21'-9" 18'-S" 18'-6" 18'-10" 19'-6" 20'- ,.' 17'-1" 17'-2" 17'-6" 18'-1" 18'-10" B I L/360 16'-9" 16'-11" 1 7'-,3" 17'-10" 18'-7" 1S'-4" 1S'-S" 1S'-10" 16'-S" 17'-,3" 14'-2" 14'-4" 14'-9" 1S'-S" 16'-,3" 1:2 ',"FOAM .~~ '.~. I~ L/180 28'-,3" 28'-4" 28'-6" 28'-1 ,.' 29'-4" 2S'-9" 25'-10" 26'-1" 26"&!r' 2(2'Jl11" 23'-10" 23'-11" 24'-2" 24'-7' 26'-11" ~~ao~ L/240 25'-4" 2S'-5" 2S'-8" 26'-0" 26'-7" 2.3' - ,.' 2.3-2" 23'-5" 2.3'~6t: "'i4'~6" 21'-5" 21 '-6" 21'-9" 22'-.3" 22'-10" 00 ,... I L/360 20'-8" 20'-9" 21'-0" 21'-6" 22'-2" 18'-10" 18'-1'" 19'-':3" 19'-9" 20'-6" 17'-S" 17'-7" 17'-11" 18'-S" 19'-2" 1:2 O.S.B. I P A N E I~ L (0) ~ou ~ (QJo~ ~ I co 29'-6" 29'-1'" 2S'-10" 26'-S" 20'-11" 21'-9" .34'-9" 3S'-2" 31'-2" 30'-4" 30'-10" 27'-2" 24'-6" 125'-1" 21'-8" 31'-.3" 27' -,3" 21'-9" 31 '-6" 27' -5" 22-1" 34'-2" 29'-9" 2,3'-9" 34'-3" 34'-S" 29'-10" 30'-0" 23'-10" 24'-1" 31'-10" 32'-3" 27'-10" 28'-4" 22'-6" 23'-2" 28'-11" 29'-1" 25'-2" 25'-,3" 20'-1" 20'-2" 29'-2" 25'-S" 20'-6" 0' 17'-4" 1S'-8" 4' 1.3' -g" 12'-11" 11'-1' 21'-10" 21'-11" 22'-,3" 22'-8" 23'-4" 18'-6" 18'-1' 18'-11" 19'-S" 20'-2" 16'-4" 16'-S" 16'-10" 17'-5" 18'-2" 1 4'-1" 14',3" 14'-8" 1S'-4" 16'-,3" 19'-7" 19'-8" 20'-0" 20'-6" 21'-2" 1 6'-7" 16'-8" 17'-1" 17'-7" 18'-5" 14'-7" 14'-9" 1S'-2- 15'-10" 16'-9" 12'-8" 12'-10" 13'-3" '4'-0" 14'-11" 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'-~' 14'-~' 10'-~' 10'-0' 11'-1" 11'-11" 13'-11" 26'-6" 26'-1' 26'-10" 27'-2" 27'-8" 22'-5" 22'-6" 22'-9" 2.3'-2" 23'-9" 19'-9" 19'-10" 20'-2'" 20'-8" 21'-4" 17'-1" 17'-,3" 17'-7" 18'-2" 18'-11" 23'-0" 23'-2" 2.3'-5" 23'-10" 24'-S" 19'-6" 19'-1' 19'-11" 20'-4" 21'-1" 1 7' - 2" 7' -,3" 17'-8" 18'-2" 18'-11" 14'-10" 15'-0" 15'-6" 16'-10" 16'-1'" 18'-S" 18'-6" 18'-10" 19'-4" 20'-1" 1S'-1' 15'-8" 16'-1" 16'-8" 17'-6~' 13'-9" 13'-10" 14'-4" 14'-11" 15'-1 ," 1 1'-1' 12'-1" 12'-6" 13'-4" 14'-4" REVISIONS r--r--N I/'lNO NlJ)ro I/'lNN I I I (J)I/'l"'" NI/'ll/'l NOClro I I I Ot<lt<l 0..-..- OClOClro .!--.Jx ~~ wUlt.. 00 - -.J 3: z o i= <( z ~ .Jm ~! I-~ . > Um :J~ a:~ I-i OJ o <(~ 00 0:::- 0::: ~o z-.J <(It.. OJ . 0:::0::: ::>~ OJ:::::!:r-- Vlr-- 00<.0 I/'l-.J"'" t<l0t<l SCALE: NONE DATE: 7 94 DRAWING 1/: SPANCH9B DR N BY, SHEET # !lJID~[f'@IJ11@@ [go [ID@1J111J11@~i [P)Q[go CIVIL ENGINEER - DEVELOPMENT CONSULTANT ~~@ 1139 HERBERT STREET ~~ PORT ORANGE, FLORIDA 32119 TEL. (904) 767-4774