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[MQ)lJ~ 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)o~J~o ~(Q)~[P)(Q)~~lJ~ [P)~[M~l I """"~ ,FoAM,',' I PANEL WIND SPEED THK. OVERHANG ~ ~Q@OOI; tj;~g B 12 L/360 0.5.8. '.'FoAM'.~~ A' 22'-5" 20'-2" 16'-9" I~ 1./180 28'-3" @ ~QO; L/240 25'-4" i@00 "i= 12 L/360 20'-8" 0.5.8. I Q)~~[M ~lJ~(UJ~lJl1JJ~~ ~~~~~(UJ~ ~~~[M ~~~~lJ 110 M.P.H. 2' 3' 20'-10" 21'-4" 18'-10" 19'-6" 15'-10" 16'-5" 1 ' 22'-6" 20'-3" 16'-11" 28'-4" 25'-5" 20'-9" 1 00 M.P.H. 2' 22'-9" 20'-7" 17' -3" 28'-6" 25'-8" 21'-0" 3' 23'-2" 21'-1" 17'-10" 4' 23'-10" 21'-9" 18'-7" 28'-1'" 29'-4" 26'-0" 26'-7" 21'-6" 22'-2" A' 20'-6" 18'-5" 15'-4" l' 20'-7" 18'-6" 15'-5" 25'-9" 25'-10" 26'-1" 23'-1" 23-2" 23'-5" 18'-10" 18'-11" 19'-3" 4' 21'-11" 20'-1" 17'-3" A' 18'-11" 17'-1" 14'-2" l' 19'-1" 17'-2" 14'-4" 26'-6" 126'-11" 23'-10" 23'-11" 23'-10" 24'-6" 21'-5" 21'-6" 19'-9" 20'-6" 17'-5" 17'-7" 120 M.P.H, 2' 19'-4" 3' 19'-10" 17'-6" 18'-1" 14'-9" 15'-5" 24'-2" 24'-7" 21'-9" 22'-3" 17'-11" 18'-5" 4' 20'-11" 18'-10" 16'-3" 26'-11" 22'-10" 19'-2" L/180 L/240 L/360 ~llJ~[g1[M~ lJ~ (Q)[P)~[M ~lJ[g1(UJ~lJl1JJ[g1~ ~~~o ~~~[M ~~~[g1lJ [Q)~~[Q) ~ l~~~ [L(Q)~[Q) ~[M[Q) # (Q)[g1 ~[M(Q)~ l(Q)~[Q) @ 25 #/SQ. FT. DL + U @ 35 #/SQ. FT. DL + U @ 45 #/SQ. FT. DL + LL @ 60 Ii/SQ. FT. 2' 3' 4' A' l' 2' 3' 4' A' l' 2' 3' 4' 0' l' 2' 3' 17'-10" 18'-4" 19'-1" 14'-8" 14'-10" 15'-3" 16'-10" 17'-9" 12'-11" 13'-1" 13'-7" 14'-3" 15'-3" 11'-3" 11'-5" 11'-11" 12'-9" 13'-9" 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" 12'-11" 13'-2" 13'-7" 14'-4" 15'-3" 10'-11" 11'-2" 11'-8" 12'-6" 13'-7" 9'-8" 9'-11" 10'-6" 11'-5" 12'-1' 8'-5" 8'-7" 9'-3" 10'-4" 11'-1' P A N E I~ L (<i) ri;OO ~ (Q)o~ "i= I 1:2 0.5.8.- 7/16" EXPOSURE 1 FOAM- 1.0# DENSITY E.P.S. PANEL LOADING THK. OVERHANG ~ M1 ~QO ~ LJ 1 80 B ~o~ ~ L/240 ~ L/360 @ ~QU ~ L11 80 i@o~ ~ L/240 ~ L/360 P A N E L (p),~OO~ L/180 (Q)o~ "i= L/240 ~ L/360 0' 17'-4" DL + LL 1 ' 17'-6" 21'-10" 21'-11" 22'-3" 19'-7" 19'-8" 20'-0" 15'-11" 16'-1" 16'-6" 22'-8" 20'-6" 17'-1" 26'-6" 23'-0" 18'-5" 26'-7" 23'-2" 18'-6" 26'-10" 27'-2" 23'-5" 23'-10" 18'-10" 19'-4" 23'-4" 21'-2" 17'-11" 2 7' - 8" 24'-5" 20'-1" 34'-2" 29'-9" 23'-9" 18'-6" 16'-7" 13'-6" 22'-5" 19'-6" 15'-1' 34'-3" 34'-5" 29'-10" 30'-0" 23'-10" 24'-1" 18'-7" 16'-8" 13'-8" 22'-6" 19'-1' 15'-8" 18'-11" 17'-1" 14'-1" 22'-9" 19'-11" 16'-1" 34'-9" 30'-4" 24'-6" 19'-5" 17'-7" 14'-9" 23'-2" 20'-4" 16'-8" 35'-2" 30'-10" 25'-1" 20'-2" 18'-5" 15'-8" 23'-9" 21'-1" 17'-6" 31'-2" 2 7' - 2" 21'-8" 16'-4" 14'-1' 11'-11" 19'-9" 17'-2" 13'-9" 31'-3" 2 7' - 3" 21'-9" 16'-5" 14'-9" 12'-1" 31'-6" 27' -5" 22-1" 16'-10" 15'-2" 12'-7" 19'-10" 20'-2" 7'-3" 17'-8" 13'-10" 14'-4" 31'-10" 32'-3" 27'-10" 28'-4" 22'-6" 23'-2" 17'-5" 15'-10" 13'-4" 20'-8" 18'-2" 14'-11" 28'-11" 29'-1" 25'-2" 25'-3" 20'-1" 20'-2" 18'-2" 16'-9" 14'-1" 12'-8" 10'-4" 14'-4" 21'-4" 17'-1" 18'-11" 14'-10" 15'-11" 11'-7" 14'3" 12'-10" 10'-6" 17'-3" 15'-0" 12'-1" 29'-2" 25'-5" 20'-6" 14'-8" 13'-3" 11 '-1" 17'-]" 15'-6" 12'-6" 29'-6" 29'-11" 25'-10" 26'-5" 20'-11" 21'-9" 15'-4" 14'-0" 11'-11" 18'-2" 16'-10" 13'-4" 4' 16'-3" 14'-11" 13'-11" 18'-11" 16'-11" 14'-4" REVISIONS r--r--N IJ1NO N(Qro IJ1NN I I I 0'l1J1"," NIJ1IJ1 Nroro I I I 01<11"1 0...-.- rororo I ...--lX <C<c wUlL. 00 -......I ~ Z o i= <C Z ~ ....1m ((~ ~G U~ :J~ a~ tsffi UJ ~ ;:g @ I MJJ @" MJJ ;:g @ (Qg 2 @ ~ ~ o <C<c 00 0:::- 0::: ~o z-l <clL. CD ~ 0:::0::: ::::><C CD::::!E" U1r-- 00(Q 1J1-l"," 1<101"1 SCALE: NONE DATE: 05-02-96 DRAWING #: SPANCH9B DRAWN BY: JYF SEAL SHEET # l@w[J'@[]l)@@ ~o ~@[]l)[]l)@'fru~ [P)o~o CIVIL ENGINEER - DEVELOPMENT CONSULTANT (??~~ 1139 HERBERT STREET ~~~ PORT ORANGE, flORIDA 321 19 TEL. (904) 767-4774