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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 Ooen Buildinas Enclosed Buildinas Wind Applied Overhana Condition Wind Applied Overhana Condition Reaion 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 10'.11" 11'-2" 11'-B" 12'-6" 13'-7" 102 M.P.H. 29 B'.5" 6'-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'.6" 7'-11" 6'.7" 9'.9" 11'-1" 120 M.P.H. 23 9'.5" 9'-6" 10'.3" 11'.2" 12'.4" 120 M.P.H. 41 7'.1" 7'-4" 6'-1" 9'.]" 10'-8" 125 M.P.H. 26 6'-10" 9'-1" 9'.9" 10'.6" 11'.11" 125 M.P.H. 45 6'-9" 7'.0" 7'-1 A" 9'0" 10' S' 140 M.P.H. 32 7'.11" 6'.3" 6'.11" 9'-11" 11'-4" 140 M.P.H. 56 6'.0" 6'.4" 7'-3" 6' 6" 10' 0" 3" x 12" x 0.026" Riser Panels Ooen Buildinas Enclosed BuildinQs WlOd Applied OverhanQ Condition Wind Applied Overhana Condition Realon Load NONE 1'-0" 2'.0" 3'-0" 4'.0" Reaion 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'.6" 10'.10" 11'.4" 12'.]" 13'-4" 110 M.P.H. 20 12'.10" 12'.11" 13'.5" 14'.2" 15'.1" 110 M.P.H. 35 9'.6" 9'.11" 10'.S" 11'.5" 12'-7" 120 M.P.H. 23 11'-11" 12'.1" 12'-7" 13'-4" 14'.5" 120 M.P.H. 41 6'.11" 9'.2" 9'.10" 10'.9" 12'-0" 125 M.P.H. 26 11'-3" 11'.5" 11'.11" 12'-9" 13'-10" 125 M.P.H. 45 6'.7" 6'.9" 9'-5" 10'-5" 11'.B" 140 M,P.H. 32 10'.2" 10'-4" 10'-11" 11'.9" 12'.11" 140 M.P.H 56 7'.6" 7'.11" 6'.6" 9'-9" 11'.,,, 3" x 12" x 0.032" Riser Panels Ooen Buildinas Enclosed BUlldlnqs Wind Applied Overhana Condltlan Wind Applied Overhana Condition Reuion Load NONE 1'.0" 2'-0" 3'.0" 4'.0" RealOn Load NONE 1'.0" 2'.0" 3'.0" 4'.0" 102 M.P.H. 17 15'.5" 15'.6" 15'-11" 1S'6" 17'.4" 102 M.P.H. 29 1 ".9" 11'-11" 12'-5" 1]'-3" 14'-]" 110 M.P.H. 20 14'.2" 14'-4" 14'.9" 15'.5" 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'.5" 13'-10" 14'-S" 15'.6" 120 M.P.H. 41 9'-11" 10'-1" 10'-6" 11'-7" 12'-9" 125 M.P,H. 26 12'-5" 12'.7" 13'.1" 13'.10" 14'-10" 125 M.P.H. 45 9'5" 9'6" 10'-3" 11'.2" 12'-5" 140 M.P.H, 32 11'-3" 11'.5" 11'.11" 12'.9" 13'-9" 140 M.P.H. 56 8'-6" 6'.9" 9'-4" 10'.5" 11'.8" Note: Total roof panel width = room width plus wall Width plus overhang. 1IF.1i1~~.. Allowable Spans for Industry Standard Riser Panels for Various Loads Aluminum Alloy 3105 H-28 3" x 12" x 0.019" Riser Panels ODen BuildinQs Enclased BuildlJ1Qs Wind Applied Overhano Condition Wind Applied Overhanq Condition ReQlon Load NONE 1'.0" 2'.0" 3'.0" 4.0" ReOlon Load NONE 1'.0" 2'.0" 3'-0" 4'-0" 102 M.P.H. 17 12'.9' 12'.11" 13.4 '4 '" 15'-0" 102 M.P.H 29 9'9" g'-, 1" 10'.6" 11'.5" 12'.7" 110 M.P.H. 20 1 19' 11'-11" 1~' 13,:'" 14'-2" 110 M.PH 35 B'.10" " 1" g'.g" 10'.6' "'-11" 120 M.P.H. 23 10'11" " , , \. b I: (, " 13'1" 120 MP H 41 ~. ;' e .," 0' '" IIJ :>' 11' ~" 125 M,P.H. 26 10'.3" 10'-0' 11'.0 11 "" 13-0" 125 MP.H 45 ". .10" 8-1' 8 9" g',O' 1 l' ~" 140 M.P.H. 32 9'-3" 9'-6" 10. ,. l' .," 12'-3" 140 M.PH 56 7'.0" ;"-:;" o' '" 0',3" 10' 6" 3" x 12" x 0.026" Riser Panels ODen Buildinqs Enclosed BUlldlnCls Wind Aflplied Overhanu Condition Wind Applied Overhanq Condition R"UIOll Load NONE 1'-0" 2'.0" 3'.0" 4'.0" RcqlOIl L0ad NONE 1'.0" 2'.0" 3'.0" 4'.0" 102 M.P.H. 17 lS'.2" 16'.3" 16'-6" 17'.3" 18'.0" 102 M.P.H. 29 12' 4" 12 -0 i2'.11" 13.9" 14'-9" 110 M.P.H. 20 14'.11" 15'.0" 15'.5" lS'.l" lS'.ll" 110 M.P.H. 35 1 1'-3" '1 .5' 1 1'-11 12Y 13'.'0" 120 M.P.H. 23 13'.11" 14'.0" 14'.5" 15'.1" lS'-O" 120 M.P.H 41 10'-5" 1 J , 11'1 1::-0" '3-'" 125 M.P.H. 26 13'-1" 13'.2" 13'.8" 14'.4" 15'-4" 125 M.P.H. 45 S -1'" lC'.'" 1 (J.g' , ~'. ," 12'-9" 140 M.P.H 32 11'.9" 11'-11" 12'.5" 13'.3" 14'.3" 140 M.P.H 56 B'-l'" 9' ~.. 9 g' lC -9 11'1'" 3" x 12" x 0.032" Riser Panels Ooen Buildinqs Enclosed Buildinqs Wind Applied Overhanq Condition Wind Applied Overhanq ConditIOn Reaion Load NONE 1'.0" 2'.0" 3'.0" 4'-0" R"olon Load NONE 1'.0" 2'-0" 3'-0" 4'.0" 102 M.P.H. 17 17'.1 A" 17'.11" 18'-4" 18'.10" 19'.7" 102 MP.H 29 13'8" , 3'-1 0" 14'.3" 14'-11" 15'-10" 110 M.P.H. 20 lS'.S" lS'-7" 16'.11" 17'.6" 18'-4" 110 M.PH. 35 12'-5" 12'-7" 13'.1" 13'.10" 14'10" 120 M,P.H. 23 15'.4" 15'.6" 15'.11" 16'.S" 17'.4" 120 MP.H. 41 1"-6" 11-8" 12'.2" 12'11" 14 0" 125 M.P.H. 26 14'.5" 14'-7" 14'.11" 15'.6" lS'.S" 125 M.PH. 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'.S" 12'-8" Note: Total roof panel Width = room Width plus wall Width plus Overtlang Lawrence E. Bennett, 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 178 @ COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITIEN PERMISSION OF LAWRENCE E BeNNET! P E