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[M(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)D~J~D (Q)[P) ~~ ~u[g1 [UJCGf[UJ [g1~ ~~~~QJJ~ ~[P)ffi\~ CGlMJffi\~f (G(Q)~ ~(Q)~~1F~ ~ffi\~~~ PANEL WIND SPEED 100 M,P,H, 110 M,P,H, 120 M,P,H. THK. OVERHANG A' 1 ' 2' 3' 4' I a' 1 ' 2' 3' 4' 0' l' 2' 3' 4' 0 'i;;: L/180 22'-5" 22'-6" 22'-9" 23'-2" 2.3'-10" 20'-6" 20'-1' 20'-10" 21'-4" 21'-11" 18'-11" 19'-1" 19'-4" 19'-10" 20'-11" ~Q~QQ ".. 0.S.8. I s ;;;: L/240 20'-2" 20'-3" 20'-7" 21'-1" 21'-9" 18'-5" 18'-6" 18'-10" 19'-6" 20'-1" 17'-1" 17'-2" 17'-6" 18'-1" 18'-10" = 8 'T' L/360 I 16'-9" 16'-11" 17'-3" 17'-10" 18'-1' 15'_4" 15'-5" 15'-10" 16'-5" 17'-3" 14'-2" 14'-4" 14'-9" 15'-5" 16'-3" . . . , . . . . . . . . . . . . 1:2' . . , . , . . . . . . . . . . . . . . . . . . . . . . , . . . . """" ~.FoAM.'.' . FoAM:"'; ""- 'i;;: L/180 28'-3" 28'-4" 28'-6" 28'-11" 29'-4" 25'-9" 25'-10" 26'-1" 26'-6" 26'-11" 23'-10" 23'-11" 24'-2" 24'-7" 26'-11" . . . . . . . . . . . . . . . . . @Q@QQ ".. . . . . . ::: L/240 25'-4" 25'-5" 25'-8" 26'-0" 26'-7" 23'-1" 23-2" 23'-5" 23'-10" 24'-6" 21'-5" 21'-6" 21'-9" 22'-3" 22'-10" . . . . . . . . . . . . . . . . c; 'T' L/360 , 20'-8" 20'-9" 21'-0" 21'-6" 22'-2" 18'-10" 18'-11" 19'-3" 19'-9" 20'-6" 17'-5" 17'-7" 17'-11" 18'-5" 19'-2" 1:2' I -. 0.S,8, p A N E I~ L/180 0.S,8.- 7/16" EXPOSURE 1 L ~Q@QQ F" 34'-2" 34'-3" 34'-5" 34'-9" 35'-2" 31'-2" 31'-3" 31'-6" 31'-10" 32'-3" 28'-11" 29'-1" 29'-2" 29'-6" 29'-11" L- L/240 FOAM- 1.0# DENSITY E.P.S, e: 29'-9" 29'-10" 30'-0" 30'-4" 30'-10" 27'-2" 27' -3" 27' -5" 27'-10" 28'-4" 25'-2" 25'-3" 25'-5" 25'-10" 26'-5" = 'T' L/360 1:2' ~[Llf~[g1~ffi\f~ (Q)~~~ ~f[g1l1JJ(Glf(UJ ~~ ~~~D ~~~~ (GlMJffi\~lf [Q)~ffi\[Q) ~ ~~~~ [L(Q) ~[Q) ffi\~ [Q) # (Q) [g1 ~~(Q)W [L(Q) ffi\[Q) PANEL LOADING DL + LL @ 25 #/SQ. FT. DL + LL @ 35 T/SQ, FT. DL + LL @ 45 #/SQ, FT. DL , LL @ 60 I/:ISQ, FT. , THK, OVERHANG 0' 1 ' 2' 3' 4' 0' 1 ' 2' 3' 4' 0' 1 ' 2' 3' 4' 0' 1 ' 2' 3' 4' 0 ~ L/180 17'-4" 17'-6" 17'-10" 18'-4" 19'-1" 14'-8" 14'-10" 15'-3" 16'-10" 1 7' - 9" 12'-11" 13'-1" 13'-7" 14'-3" 15'-3" 11'-3" 11'-5" 11 '-11" 12'-9" 13'-9" S F" ~Q@QQ L- L/240 8 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" = 'T' L /360 I 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'-7" 8' ~" 8'-7" 9'-3" 10'-4" 11 '-1' <::> -0 N ~ L/180 21'-10" 21 '-11" 22'-3" 22'-8" 23'-4" 18'-6" 18'-7" 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" ..- @Q~QO L- L/240 19'-7" 19'-8" 20'-0" 20'-6" 21 '-2" 16'-7" 16'-8" 17'-1" 18'-5" 14'-1' 14'-9" 15'-2" 16'-9" 12'-8" 12'-10" 13'-3" 14'-0" 14'-11" e: 17'-7" 15'-10" = 'T' L/360 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'-7" 13'-4" 14'-4" 10'-4" 10'-6" 11'-1" 11'-11" 13'-11" <::> N p A N E ~ L/180 26'-6" 26'-1' 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" 1 7' - l' 18'-2" 18'-11" L ~Q~OO ".. L- L/240 23'-2" 23'-5" 23'-10" 24'-5" 19'-6" 19'-7" 21'-1" 7'-3" e: 23'-0" 19'-11" 20'-4" 17'-2" 17'-8" 18'-2" 18'-11" 14'-10" 15'-0" 15'-6" 16'-10" 16'-11" = 'T' L/360 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" <::> N REVISIONS I'I'C'-l Ll)C'-l0 C'-l(!)CO Ll)C'-lC'-l I I I m\l)"<t C'-l\l)\I) C'-lCOCO I I I 01'1')1'1') 0...-...- COCO CO .!.....Jx <(<( wuu.. 00 -...J 3 Z o i= <( z ~ ~ ~ i !lM @, I!!!! o ~ <( <( iO 00 rg 0:: C2 ~ ~o = z...J (Ql <( u.. ::.I OJ. ~ 0:: 0:: ::;;; ::)<( OJ::::!: I' (f)I' OO(!) \I)...J"<t 1'1')01'1') SCALE, NONE DATE. 05-02-96 DRAWING #: SPANCH9B DRAWN BY, JYF SEAL SHEET # !L@W[]'@[fi)@@ ~a ~@[fi)[fi)@1ct:i9 j?)c~a CIVIL ENGINEER - DEVELOPMENT CONSULTANT ~~g: 1139 HERBERT STREET ~~~ PORT ORANGE, FLORIDA 32119 TEL. (904) 767-4774