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,_r'T' SECTION 7 SOLID ROOF PANEL PRODUCTS --....... iE1l!:l6U Allowable Spans for Industry Standard Risl!r Panels for Various Loads Aluminum AlloV 3105 H-14 or H-25 ~E. .~~ 2" x 0.0 19~:.B.i~er Panels Enclosed Buildings Open Buildings . -_.~ -Applied Overhana Condition Wi",1 Applied Overhang Condition Region Load NONE 1'.0" 2'.0" 3'.0" 4.0"- Region Load NONE 1'-0" 2'-0" 3'-0" 4'.0" 11'.2" 11'-8" 12'.6" 13..7" -,.,.. 29 8'-S" 8'.7" 9'.4" 10'.4" 11'.7" 102 M.P.H. 17 10'.11" 102 M.P.H. 11O'M.P.H. 20 '10'.,,, 10'.4" 10'.10" 11'.9" 12'.11" 110 M.P.H. 35 7'.8.' 7'.11" 8'.7" 9'.9" 11'.1" 120 M.P.U. 23 - 9'.5" 9'.8" 10'.3" 11'.2'. 12'.4" 120 M.P.U. 41 7'.1" 7'-4" 8'.1" 9..3" 10'.8.' 125 M.P.H. 26 8'.10" 9'.1" 9'.9" 10'.8" 11'.11" 125 M.P.H. 45 6'.9" 7'.0" 7'.10" 9'.0" 10'.5" 140 M.P.It. 32 7'.11" 8'-3" 8'-11" 9'-11" l1'.r .'40 M.P.H. 56 6..0" 6'-4" 7'.3" 8'.6" 10'.0" 3" i12" x 0.026" Riser Panels - ~.!!_!!~Iildings Enclosed Buildinas iiiiiiiii- . iipplied .-- ...,...----.-'- --Applied Overhang Condition Overhang Condition Win!' .. _F:..''Jl~~ Load NONE 1'.0" 2'.0" 3'.0" 4'-0" __ RCJli~'...... Load NONE 1'-0" 2'.0" 3'.0" 4'.0" 102 M.P.It. '-17 1~W ~. 14'.6.' 15'-2"' 16..0.' 102 M.P.H. 29 10'.8" 10'.10" 11'.4" 12'.3.' 13'.4" 'n jj M.P.iT""' 20 12'-10.' 12'.11" 13'5" 14'-2" 15' 1'. fio M.P.It. 3S 9'.8" 9'.11" 10'-6" 11'.5" 12'.7" ..0, io M.i'If"' 23 11'-11'. 12'.1" 12'.7" 13'.4" 14::5" 120M:!'.!I. 41 8'.11" 9'.2" 9'.10" 10'.9" 12'-0" :I~[.M.PJi":-" 26 11'.3" 11'.S" 11'.11" 12'.9.' 13'.10" 125 M,P.H. 45 8'.7" 8'.9" 9'.5" 10'.S" 11..8" -- 32 10'.2"' 10'.4" 10'.11" 11'.9" 12'.11" 140 M.P.H. 56 7'-8" 7'.11" 8'.8" 9'.9" 11'.1" 140 M.P.H. 3" x 12" x 0.032" Riser paiiels -- Open Buildings Enclosed Buildinlls Wind Applied Overhang Condition Wind Applied Overhang Condition Region Load NONE 1'.0" 2'.0" 3'.0" 4'-0" Region Load NONE 1'-0" 2'.0" 3'-0" 4'-0" 102 M.P.H. 17 15'~5.' 15'.6" lS'.11" 16'.6" 17"-'\'. 102 M.P.H. 29 11'.9" 11'.11" 12'.S" 13'.3" 14'-3" -110 M.P.H. 20 14.-2.. 14'.4.' 14'.9.' 1S'-S" 16..3' -110 M.P.It. 35 10'.9" 10'.11" 11'.5" 12'.3" 13'.S" I-.g~ M.P.H. 23 13'.3'. 13'.S" 13'.10" 14'.6" 15.6 . 120 M.P.H. 41 9'.11" 10'.1" 10..8" 11 '.7" 12'-9" 125 M.P.tl. 26 12".5" 12'.7" 13'.1" 13'.10" 14'-10.' Ii5M.P.H. 45 9'.5" 9'.8" 10'.3" 11'.2" 12'.S" '=.i~~~ __ 32 11'.3.' 11'.S" 11'.11" 12'.9" 13'.9.' 140 M.P.H. 56 8'.6" 8'.9" 9'.4" 10'.S" 11'.8" '1ote: T olal roof panel width = room width plus wall width plus overhang. llJ:mDn Allowable Spans for Industry Standard Riser Panels for Various Loads Aluminum Alloy 3105 H.28 T'x12" x ii:019" Riser Panels .. --.. Open Buildings Enclosed Buildings Wind . /lppli'!d Overhang Condition Wind Applied Overhang Condition _ Hell,!~ Load NONE 1'-0" 2'.0" 3'.0" 40" Region Load NONE 1'.0" 2'-0" 3'.0" 4'-0" 102 M.P.H. .-17"- 12-9.' 12..11'. 13'.4" fIT 15':lr -1"02 M.P.H. 29 9'.9" 9'.11" 10'.6" 11'.S" 12'.7" 110 M.P.H. 20 1 1'.9" 11'.11.' 12'-5" 13'.2" 14.-2.' 110 M.P.H. 35 8'.10" 9'.1" 9'.9" 10'.8" 11'.11" '-ilo M.P.H. 23 10..11'. 11'-1'. 11'-8" 12'.6" 13':r-- 120 M.P.II. 41 8'.2" 8'.S" 9'.1" 10'.2" 11'.S" -125 M.P.H. 26 10..3" 10'-6" 11'-0" 11'.11" 13':0" ~:P.!~. 45 7'.10" 8'.1" 8'-9" 9'.10" 11'.2" .i1o M,P.H. 32 9.,3" 9'.6" 10'.1" 11'.1" 12.,3" 140 M.P.H. 56 7'.0" 7'.3" 8'.1" 9'.3" 10'.8" .. J~;; !2" x.O.026" Riser Panels i,Wiiir- 'i\pplied Open Buildings Enclosed Buildings Overhanll Condilion Wind Applied Overhang Condition .. _!~1Jl!~1_._ Load NONE 1'.0" 2'.0" 3'.0" 4'-(F'" Reqion Load NONE 1'.0" 2'-0" 3'.0" 4'.0" 11J2 M.P.II. 17 16'-2"' 16'.3" 16'.8" 17".3" 18'-0" 102 M.P.H. 29 12'.4" 12'.6.' 12'.11" 13'.9" 14'.9" .:; i uM:r.rr'- --. 20- 14'.11" lS'.O" 1S'.5" 16'.1" 16'-11" 110 M.P.H. 35 11'.3" 11'.S" 11'.11" 12'.9" 13'.10" ':;2UM.r,rr:- 23 13'.11" 14'.0" 14'.S" lS'.1" 16.-0" 120 M.P.H. 41 10'.5" 10'.7" 11'.2" 12'.0" 13'.1" r-----. i-~~.- 26 13'-1" 13'.2" 13'-8" 14'-4" 1S'-4" 125 M.P.H. 45 9'.11" 10'.1" 10'.8" 11'.7" 12'.9" 140 M.P.!"!. 32 11'.9" 11'.11" 12'.5" 13'.3" 14..3" 140 M.P.H. 56 8'.11" 9'.1" 9'.9" 10'.9" 11'.11" 3" x 12" x 0.032" Riser Panels Open Buildinlls Enclosed Buildings Wind Applied Overhang Condition Wind Applied Overhang Condition ReaiDn Load NONE 1'.0" 2'.0" 3'-0" 4'.0" Reqion Load NONE 1'.0" 2'-0" 3'.0" 4'-0" 102 M.P.H. 17 17'.10" 17'.11" 18'.4" 18'.10" 19'.7" 102 M.P.H. 29 13'.8" 13'.10" 14'.3" 14'.11" 1S'.10" 110 M.P.H. 20 16'.6" 16'.7" 16'.11" 17'.6" 18'-4" 110 M.P.H. 35 12'.S" 12'.7" 13'.1" 13'.10" 14'.10" -120 M.P.H. 23 15'.4" 15'.6" 15..11" 16'.6" 17'-4" 120 M.P.H. 41 11'.6" 11'.8" 12'.2" 12'.11" 14'.0" -125 M.P.H. 26 14'.5" 14'.7" 14'.11" lS..8" 16'-6" 125 M.P.H. 45 10'.11" 11'.2" 11'.8" 12'.6" 13'.7" .140 M.P.H. 32 13'.0" 13'.2" 13'.8" 14'-4" 15'3" 140 M.P.H. 56 9'.10" 10'.1" 10'.8" 11'.6" 12'.8" Note: Tolal roof panel width. room width plus wall width plus overhang. Lawrence E. Bennett, P.E. CIVIL ENGINEER. DEVELOPMENT CONSUl. TANT po. BOX 4368, SOUTH DAYTONA. FL 32121 TELEPHONE (904) 767.4774 FAX (904) 767.6556 SFN_ PAGE @ COPYRIGHT 1999 178 NOT TO BE REPRODUCED IN WHOLE OR IN PAR T WI THOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, P.E