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<br />SECTION 7
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<br />SOLID ROOF PANEL PRODUCTS
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<br />.F.1i1~A"" Allowable Spans for Industry Standard Riser Panels for Various Loads
<br />Aluminum Alloy 3105 H-14 or H-25
<br />
<br />3" x 12" x 0.019" Riser Panels
<br /> Open Buildings Enclosed Buildinas
<br />Wind Applied Overhang Condition Wind Applied Overhang Condition
<br />Region Load NONE 1'.0" 2'.0" 3'.0" 4.0" Region Load NONE 1'.0" 2'.0" 3'-0" 4'-0"
<br />102 M,P,H, 17 10'.11" 11'-2" 11',8" 12'.6" 13'.7" 102 MoP,H, 29 8'.5" 8'.7" 9'-4" 10'.4" 11'.7"
<br />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" 9'-9" 11'.1"
<br />120 M,P,H, 23 9'-5" 9'.8" 10'.3" 11'-2" 12'-4" 120 M,PoH, 41 7'.1" 7'-4" 8'.1" 9'.3" 10'.8"
<br />125 M,PoH. 26 8'.10" 9'.1" 9'.9" 10'-8" 11'.11" 125 M.PoH, 45 6'.9" 7'.0" 7'.10" 9'.0" 10'.5"
<br />140 M,PoH. 32 7'.11" 8'.3" 8'-11" 9'.11" 11'-4" 140 M,PoH, 56 6'.0" 6'-4" 7'.3" 8'.6" 10'-0"
<br />3" x 12" x 0,026" Riser Panels
<br /> Open Buildings Enclosed Buildinlls
<br />Wind Applied Overhang Condition Wind Applied Overhang Condition
<br />Reaion Load NONE 1'-0" 2'.0" 3'-0" 4'.0" Rellion Load NONE 1'.0" 2'-0" 3'.0" 4'.0"
<br />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"
<br />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" 11'.5" 12'.7"
<br />120 M,P,H. 23 11'.11" 12'.1" 12'.7" 13'-4" 14'-5" 120 MoP,Ho 41 8'.11" 9'.2" 9'.10" 10'.9" 12'.0"
<br />125 MoPoH, 26 11'.3" 11'.5" 11'.11" 12'.9" 13'-10" 125 M,P.H. 45 8'.7" 8'.9" 9'.5" 10'.5" 11'.8"
<br />140 M.P.H. 32 10'.2" 10'-4" 10'.11" 11'-9" 12'-11" 140 M,PoH, 56 7'.8" 7'.11" 8'.8" 9'.9" 11'.1"
<br />3" x 12" x 00032" Riser Panels
<br /> Open Buildinlls Enclosed Buildinlls
<br />Wind Applied Overhang Condition Wind Applied Overhang Condition
<br />Reaion Load NONE 1'-0" 2'.0" 3'.0" 4'.0" Region Load NONE 1'.0" 2'.0" 3'.0" 4'-0"
<br />102 M,P.H. 17 15'.5" 15'.6" 15'.11" 16'-6" 17'-4" 102 MoP.H, 29 11'.9" 11'.11" 12'.5" 13'.3" 14'.3"
<br />110 M.P,H. 20 14'-2" 14'.4" 14'.9" 15'.5" 16'-3" 110 M,PoH, 35 10'-9" 10'.11" 11'.5" 12'-3" 13'.5"
<br />120 M,P.H, 23 13'.3" 13'.5" 13'.10" 14'.6" 15'-6" 120 MoP,H, 41 9'.11" 10'.1" 10',8" 11'.7" 12'.9"
<br />125 M.P,H, 26 12'.5" 12'-7" 13'-1" 13'.10" 14',10" 125 M,PoH, 45 9'.5" 9'.8" 10'.3" 11'.2" 12'.5"
<br />140 M,PoHo 32 11'-3" 11'-5" 11'-11" 12'.9" 13'.9" 140 MoPoH, 56 8'-6" 8'-9" 9'-4" 10'.5" 11',8"
<br />
<br />Note: Total roof panel width = room width plus wall width plus overhang.
<br />
<br />.F.1i1~AIIl. Allowable Spans for Industry Standard Riser Panels for Various Loads
<br />Aluminum Alloy 3105 H-28
<br />
<br />3" x 12" x 0,019" Riser Panels
<br /> Open BUildings Enclosed Buildings
<br />Wind Applied Overhang Condition Wind Applied Overhanll Condition
<br />Region Load NONE 1'.0" 2'-0" 3'.0" 4.0" Region Load NONE 1'.0" 2'.0" 3'.0" 4'.0"
<br />102 M.P,H, 17 12'.9" 12'.11" 13'-4" 14'.1" 15'.0" 102 M,P.H. 29 9'.9" 9'.11" 10'.6" 11'.5" 12'.7"
<br />110 M.P.H, 20 11'.9" 11'-11" 12'.5" 13'.2" 14'.2" 110 M.P.H. 35 8'.10" 9',1" 9'.9" 10'.8" 11'.11"
<br />120 M.P,H, 23 10',11" 11'.1" 11',8" 12'.6" 13',7" 120 M.P.H. 41 8'.2" 8'.5" 9'.1" 10',2" 11',5"
<br />125 M.P.H. 26 10',3" 10'.6" 11',0" 11',11" 13'.0" 125 M.P.H. 45 7'.10" 8'.1" 8'.9" 9'.10" 11',2"
<br />140 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"
<br />3" x 12" x 0.026" Riser Panels
<br /> Open Buildings Enclosed BUildings
<br />Wind Applied Overhang Condition Wind Applied Overhang Condition
<br />Region Load NONE 1'.0" 2'-0" 3'-0" 4'.0" Rellion Load NONE 1',0" 2'.0" 3'.0" 4'-0"
<br />102 M.P.H, 17 16'.2" 16'.3" 16'.8" 17'.3" 18'.0" 102 M,P,Ho 29 12'-4" 12'.6" 12'.11" 13'.9" 14'.9"
<br />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'.10"
<br />120 M.P.Ho 23 13'.11" 14'.0" 14'-5" 15'.1" 16'.0" 120 M,P,H. 41 10'.5" 10'.7" 11'.2" 12'.0" 13'.1"
<br />125 M,P.H. 26 13'.1" 13'.2" 13'-8" 14'.4" 15'-4" 125 M.P,H. 45 9'.11" 10'.1" 10'.8" 11'.7" 12',9"
<br />140 MoP.H, 32 11'.9" 11 '.11" 12'.5" 13'.3" 14'.3" 140 M,PoHo 56 8'.11" 9'.1" 9'.9" 10'.9" 11'.11"
<br />3" x 12" x 00032" Riser Panels
<br /> Open BUildings Enclosed Buildinlls
<br />Wind Applied Overhang Condition Wind Applied Overhang Condition
<br />Region Load NONE 1'.0" 2'-0" 3'.0" 4'-0" Region Load NONE 1'.0" 2'.0" 3'-0" 4'.0"
<br />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" 15'.10"
<br />110 M.PoH, 20 16'.6" 16'.7" 16'.11" 17'.6" 18'.4" 110 M,P.H. 35 12'.5" 12'.7" 13'-1" 13'.10" 14',10"
<br />120 M.PoH. 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"
<br />125 MoP,H. 26 14'.5" 14'.7" 14'.11" 15'.8" 16'.6" 125 M,P,H, 45 10'.11" 11'.2" 11'.8" 12'.6" 13',7"
<br />140 M,P,H. 32 13'.0" 13'.2" 13'.8" 14'.4" 15'.3" 140 M,PoH. 56 9'.10" 10'.1" 10'.8" 11'.6" 12',8"
<br />
<br />Note: Total roof panel width = room width plus wall width plus overhang,
<br />
<br />SEAL
<br />
<br />Lawrence E. Bennett, P.E.
<br />CIVIL ENGINEER. DEVELOPMENT CONSUL TANT
<br />P.O. BOX 4368, SOUTH DAYTONA, FL 32121
<br />TELEPHONE (904) 767-4774
<br />FAX (904) 767.6556
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<br />@ COPYRIGHT 1999
<br />NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, PE
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