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SECTION 7 SOLID ROOF PANEL PRODUCTS .f:1i1~A"" Allowable Spans for Industry Standard Riser Panels for Various Loads Aluminum Alloy 3105 H-14 or H-25 3" x 12" x 0.019" Riser Panels Open Buildings Enclosed BuildinQs 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 10'.11" 11'-2" 11'-8" 12'-6" 13'-7" 102 M.P.H. 29 8'.5" 8'.7" 9'.4" 10'-4" 11'.1" 110 M.P.H. 20 10'.1" 10'.4" 10'.10" 11'.9" 12'-11" 110 M.P.H, 35 7'.8" 7'-11" 8'.7" g'.g" 11'.1'" 120 M.P.H. 23 9'.5" 9'-8" 10'.3" 11'.2" 12'.4" 120 M.P.H. 41 7'-1" 7'.4" 8'.1" 9'.3" 10'.8" 125 M.P.H. 26 8'.10" 9'-1" g'.g"' 10'.8" 11'-11" 125 M.P.H. 45 6'.9" 7'.0" T.l0" g'.O" 10'5" 140 M.P.H. 32 T-ll" 8'.3" 8'.11" 9".11" 11'-4" 140 M.P.H. 56 6'-0" 6'.4" T.3" 8'6" 10'0" 3" x 12" x 0.026" Riser Panels Open Buildings Enclosed BuildinQs Wind Applied Overhang Condition Wind Applied Overhang Condition ReQlon 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 13'-11" 14'-1" 14'.6" 15'.2" 16'-0" 102 M.P.H. 29 10'.8" 10'-10" 11'.4" 12'.3" 13'.4" 110 M.P.H. 20 12'-10" 12'.11" 13'-5" 14'-2" lS"1" 110 M.P.H. 35 9'.8" 9'.11" 10'.6" 11'-5" 1 2'.7" 120 M.P.H. 23 11'-11" 12'-1" 12'.7" 13'.4" 14'-S" 120 M.P.H. 41 8'.11" 9'.2" 9'.10" 10'.9" 12'.0" 125 M.P.H. 26 11'.3" 11'.S" 11'.11" 12'.9" 13'-10" 125 M.P.H. 45 8'.7" 8'.9" g'.S" 10'-S" 11'.8" 140 M.P.H. 32 10'-2" 10'.4" 10".11" 11'.g" 12'.11" 140 M.P.H. 56 7'.8" T.l1" 8'.8" g'.g" 11'.1" 3" x 12" x 0.032" Riser Panels Open Buildings Enclosed BUildings Wind Applied Overhang Condition Wind Applied OverhanQ Condition Region 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 IS'-5" 15'.6'" 1S'.11'" 16".6'" IT-4'' 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" lS'.S" 16'-3" 110 M.P.H. 35 10'.9" 10'.11" 11'-5" 12'.3"' 13".5" 120 M.P.H. 23 13'.3" 13'-S" 13'.10" 14'.6" lS'.6" 120 M.P.H. 41 9'.11" 10".1" 10'.8" 11'.7" 12".9" 125 M.P.H. 26 12'.S" 12'-7" 13'.1" 13'.10" 14'-10" 125 M.P.H. 4S 9'.5" 9'.8" 10".3" 11'-2'" 12'.5" 140 M.P.H. 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" Note: Total roof panel width = room width plus wall width plus overhang" alF.1i1r:s-... Allowable Spans for Industry Standard Ri.e~Panels for Various Loads Aluminum Alloy 3105 H-28 . 3" x 12" x 0.019" Riser Panels Open BuildinQs Enclosed BuildinQs 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 12".9"" 12.11'" 13.4 14 I'" 15'.0" 102 M.P.H 29 9".9'" 9".11" 10'.6" 11"-5" 12'.7" 110 M.P.H. 20 11".9"' 11".11"" 1::" 0) 132'" 14'.2" 110 M.P"H 3S 8".10"' S ]"' 9".9" W.8" 11".11" 120 M.P.H. 23 10" ."." 1'""1 11".b 1 c G"" 13".7" 120 M.P.H 41 8;'" e ;," 0' ]"" 10' ;'"' 11" 5'" 125 M.P.H. 26 10'.3" 10"0" 11".0 11.11"" 13'.0" 125 M.P.H 45 T.l0'" 8.1'" 8'Y 9'10" 1]".2" 140 M.P.H. 32 9'.3" 9'.6" 10.1"" 11'.1" 12'.3" 140 M.P.H. S6 T.O" ,".3"" 8' 1" 9".3" 10'8"' 3" x 12" x 0.026" Riser Panels Open Buildings Enclosed BUildings Wind Al'plied Overhang Condition Wind Applied OverhanQ 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 16'.2" 16'.3" 16'.8" IT-3'' 18'-0" 102 M.P.H. 29 12".4"' 12".6"" 12'.11" 13'.9'" 14'.9" 110 M.P.H. 20 14'.11" lS'-O" lS'-S" 16'.1" 16'.11" 110 M.P.H. 3S 11".3' 11"-5" 11'.11" 12 -9"" 13'.10" 120 M.P.H, 23 13'-11" 14'-0" 14'.5" lS'-l" 16'.0" 120 M.P.H" 41 10"-5" 107" ,f1 12" 0'" 13".1" 125 M.P.H. 26 13'-1" 13'.2" 13'.8" 14'-4" lS'-4" 125 M,P.H. 45 9'.1 f" 1,)".1"" 10'.8 11 " 12'-9"' 140 M.P.H 32 11'.9" 11'.11" 12'-5" 13".3" 14'.3" 140 M.P.H. 56 8'.1 f' g".,.. ~""9'" 10 .g" 11'.11"" 3" x 12" x 0.032" Riser Panels Open Buildings Enclosed BUlldinus Wind Applied Overhang Condition Wind Applied OverhanQ Condition Region Load NONE 1'-0" 2'-0" 3'.0" 4'.0" ReQlon Load NONE 1'-0" 2'-0" 3'.0" 4'.0" 102 M.P.H. 17 IT-l0'' IT.ll'' 18'.4'" 18".10" 19'.7" 102 M.P.H" 29 13".8" 13'.10" 14'-3" 14'."" 15'.10"' 110 M.P.H. 20 16'-6" 16'-7" 16'.11" IT.6'" 18'.4" 110 M.P"H. 35 12'.5'" 12".7" 13'.1" 13'.10" 14'.10'" 120 M.P.H. 23 lS'.4" lS'.6" lS'.ll" 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'.S" 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: T olal roof panel width = room Width plus wall Width plus overhang Lawrence E. Ben nett, P.E. CIVIL ENGINEER. DEVELOPMENT CONSUL T ANT PO BOX 4368, SOUTH DAYTONA. FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767.6556 SEAL PAGE @ COPYRIGHT 1999 178 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITIEN PERMISSION OF LAWRENCE E BENNETT" P E