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SECTION 7 SOLID ROOF PANEL PRODUCTS .F.11'1r..-..... 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 Buildings Wind Applied 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 10'.11" 11'.2" 11'.B" 12'.6" 13'.7" 102 M.P.H. 29 B'.5" B' 7'" 9 4" 10'.4" 11 ., 110 M.P.H. 20 10'.1" 10'.4" 10'.10" 11'.9" 12'.11" 110 M.P.H. 35 7'.B" 7'.11 " B'.7'" 9'.9' 11' ,. 120 M,P.H. 23 9'.5" 9'.B" 10'.3" 11'.2'" 12'4'" 120 M.P.H. 41 7'.1" 7'.4" B'.r' 9'.3" 10 8"' 125 M,P.H. 26 8'.10" 9'.1" 9'.9'" 10'.B'" 11'.11'" 125 M.P.H. 45 6'9" 7'.0'" 7' 10" 9 0'" 10 5'" 140 M.P.H. 32 7'.11" B'.3" 8'.11'" 9'.11'. 11 4 140 MP.H. 56 6'.0" 6'.4" 7'.3'" 8' 6" 10' 0' 3" x 12" x 0.1126" Riser Panels Open Buildings Enclosed Buildings 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 13'.11" 14'.1" 14'.6'" 15'.2'" 16'.0'" 102 M.P.H 29 10'.B'" 10' 10'" 11'.4'" 12'3" 13'.'~'. 110 M.P,H. 20 12'.10" 12'.11" 13'.5'" 14'.2" 15'1' 110 M.P.H. 35 9'.8'" 9'.11'" 10'.6'" 1 '-.5'" 12..7" 120 M.P.H. 23 11'.11" 12'.1" 12'.7'" 13'.4'" 14'.5" 120 M.P.H. 41 8'.11" 9'.2'" 9' 10" 10'.9" 12'.('.' 125 M.P.H. 26 11'.3" 11'.5" 11'.11" 12'.9'" 13'.10' 125 M.P.H 45 8'.7" B'.9" 9' 5'" 10'.5" 11' 8'" 140 M.P.H. 32 10'.2" 10'.4" 10'.11" 11'.9'" 12'.11'" 140 M.P.H. 56 1'.8'" 7.11" S .8'" 9'9" 11'." 3" x 12" x 0.032" Riser Panels Open Buildings Enclosed BUildinqs 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 15'.5" 15'.6" 15'.11" 16'6" 17'.4'" 102 M.P.H. 29 11'.9" 11'11'" 12'.5'" 13'3'" 14' 3'" 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'.6" 15'.6" 120 M.P.H, 41 9'.11" 10'.1" 10'.B" 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'.B" 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 B'.6" B'.9" 9'.4" 10'.5" 11'.8" Note: Total roof panel width = room width plus wall width plus overhang. .F.1nr..-... Allowable Spans for Industry Standard Riser Panels for Various Loads Aluminum Alloy 3105 H-28 3" x 12" x 0.019" Riser Panels Open Buildings Enclosed Buitdinqs Wind Applied Overhang Condition Wind Applied Overhanq Condition Region Load NONE 1'.0" 2'.0" )'.0" 4.0" ReQion Load NONE 1'.0" 2'.0" 3'.0" 4'.0'" 102 M.P.H. 17 12'.9" 12'.11" 13'.4'" 14'.1'" 15 0 102 M.P.H 29 99' 91 ;.. 10'_6 . 1 r5" 12'.7'" 110 M.P.H. . 20 11'.9" 11'.11'" 12'5" 13'.2'" 14 -2' 110 M.P.H 35 S.W 9 l' 9' ~ , :,'.8' 11.11" 120 M.P.H. 23 10'.11" 11'.1" 11'.S.' 12'.6. 12' ~'. 120 M.P.H. 41 8. " e '0 " , . c'2' H , ' 125 M.P.H, 26 10'.3" 10'.6" 11'.0'" 11'.11.' 1.3 0 125 M.P.H. 45 - Ie 8 q 9' 10 ;1 " 140 M.P.H. 32 9'.3" 9'.6" 10..'- 11.1' 10 3' 140 MP.H 56 -.D' - .: . . , 0' 1;Y S 3" x 12" x 0.026" Riser Panels Open Buildinqs Enclosed BUlidings -- Wind Applied I Overhang Condition Wind Applied Overhang Condition Region Load I NONE. 1'-0" J 2'.0" 3'.0" 4'.0" Region Load NONE 1'.0" 2'.0" 3'.0" 4'.0" 16'.8" 17'.3'" 18'.0" 102 M,P.H. 29 1;"4'" 1[', Ir 1,1".9' 14'.rj 110 M.P.H. 20 14'.11" 15'.0" 15'.5" 16'.1" 16'.11" 110 M.P.H. 35 11.3'" 11 5 11.11 12.9' 13'.!'I. 120 M.P.H. 23 13'.11" 14'.0" 14'.5" 15'.1" 16'.0'" 120 M.P.H. 41 10'5'" 10 7'" II 2' 12'0'. 13' 1 125 M.P.H. 26 13'.1" 13'.2" 13'.B" 14'.4" 15'.4" 125 M.P.H. 45 9' II'" 10'.1'" iU'R. 11' 7' 1;" C." 140 M.P.H. 32 11'.9" 11'.11" 12'.5" 13'.3" 14'.3" 140 M.P.H. 56 B'.11" 9' 1 9 9" 10'-9 11 , , 3" x 12" x 0.032" Riser Panels ODen Buildings Enclosed Buildings 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" )'.0" 4'.0" 102 M.P.H. 17 17'.10" 17'.11 " lB'.4'" lB'.10" 19'.7" 102 M.P.H. 29 13'.B'" 13".10'" 14'.3'" 14'.11'" 15'.1-]"' 110 M.P.H, 20 16'.6" 16'.7" 16'.11" 17'.6" lS'.4'" 110 M.P.H. 35 12'5" 12'.7" 13'.r 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'B" 12'.2'" 12'.11'" 14' 0' 125 M.P.H. 26 14'.5" 14'.7" 14'.11'" 15'.8" 16'.6'" 125 M.P.H. 45 10' 11" 11'.2" 11'S'. 12'.6" 13' r 140 M.P.H. 32 13'.0" 13'.2" 13'.8'" 14'.4" 15'.3'" 140 M.PH. 56 9' 10'" 10' 1'" 10'.8'" 1 r.6" 12' 8 Note. Total roof panel Width = room Width plus wall Width plus overhang 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 PARr WITHOUT THE WRITTEN PERMISSION Of I AWf<1 NCf l BENNETT. P [