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<br />SECTION 7 SOLID ROOF PANEL PRODUCTS
<br /> Table 7,1,2; Allowable Spans for Industry Standard Riser Panels for Various Loads
<br /> Aluminum Alloy 3105 H.14 or H.25
<br /> '3" x 12" x 0,019" RIser Panels
<br /> Open Buildings Enclosed Building. r
<br /> -i
<br /> Wind Applied Overhang Condition Wind Applied Overhang Condition
<br /> i Region Load NONE 1'.0" 2'.0" 3'.0" 4.0" Re glon Load NONE 1'.0" 2'.0" 3'.0" 4'.0"
<br /> r 102 M,P,H. 17 11'.11" 12'.1. 12'.7" 13'.4. 14'.4. 102 M,P.H, 29 g'.,. 9'-4. 9'.11- 10'.11" 12'2"
<br /> ,110 M.P.H, 20 10'.11. 11'.2. 11'-B. 12'.6" 13'.7" 110M,P,H. 35 B'''" B'.6" 9'.3" 10'.3" 11'.6"
<br /> 120 M,P.H. 23 10'.3" 10'S ,0'.1,. 11'.10" ,2'.". 120 M.P.H. 41 7'.8" 7'.11" B'.B" g'.g" II'.'"
<br /> 125 M.P.H. 26 g'.7" 9'.10" 10'S 11'.4" 12'.6. 125 M,P.H. 45 7'... 7'.7" 8'.4' 9'.6" 10'.10"
<br /> 140 M,P.H. 32 B'.8. 8'.11. g'.7" 10'.7" 11'.10" 140 M.P.H. 56 6'.7" 6'.10" 7'.8" B'.II" 10'.4"
<br /> , I I
<br /> , 3" x 12" x 0,026" RIser Panels 1
<br /> Open Buildings Enclosed Buildings I
<br /> Wind Applied Overhang Condition ,l'iind 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 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' I
<br /> ' 110 M.P,H, 20 12'.10" 12'.11" 13'.5" 14'.2" 15'.1" 110 M.P,H, 35 9'.8" g'.11- 10'.6' 11 '.5" 12'.)' i
<br /> 120 M,P.H. 23 11'.11" 12'.1" 12'-7" 13'.4" 14'.5" 120 M.P.H. 41 B'.II" 9'.2" g'.10" 1 O.g" 12'0 ,
<br /> 125 M.P.H. 26 11'.3" 11'.5" 11'.11" 12'.9" 13'.10" 125 M.P.H. 45 B'.7" B'.9" 9'.5" 1 0'.5" II~
<br /> 140 M.P,H. 32 10'.2" 10'.4" 10'.11" 11'.9" 12'.11" 140 M,P,H. 56 7'.B" 7'.1'" , B'.B" g.g" 1"1" ;
<br /> .-
<br /> , 3" x 12" x 0.032" Riser Panels -1
<br /> Open Buildings Enclo.ed Building.
<br /> Wind - Applied Overhana Condition Wind Applie d Overhang Condition
<br /> Region Load NONE 1'.0" 2'.0" 3'.0" 4'.0" Region LOld 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 M.P.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.P,H. 35 10'.9" 10'.11" 11'.5" 12'.3" 13.5"
<br /> 1 20 M.P.H 23 13'.3" 13'.5" 13'.10" 14'.6" 15'.6" 120 M,P.H. 41 9'.11" 10'.1" 10'.8" 11 '.7 ' 12.9'
<br /> 125 M'p,H. 26 12'.5" 12'.)" 13'.1" 13'.10" 14'.10" 125 M.P.H. 45 9'.5" 9'.8" 10'.3" 11 '.2" 12-5"
<br /> 1 40 M.P.H. 32 11'.3" 11'.5" 11'.11" 12'.9" 13'.9" 140 M.P,H, 56 B'.6" 8'.9" 9'-4" 10'.5" 11'~
<br /> Note: Tolal roof panei widltl = room wrdltl alus wall widltl alus o,",mano,
<br /> Table 7.1.3; Allowable Spans for Industry Standard Riser Panels for Various Loads
<br /> Alumnum Alloy 3105 H-28
<br /> , 3" x 12" x 0,019" RIser Panels I
<br /> ODIn Buildinas Enclosed Building.
<br /> : Wind Applied Overha no Condlllan Wind Applied Overha na Condition 4'~
<br /> Reaion Load NONE 1'.0" 2'.0" 3'.0" 4.0" Reaian Load NONE 1'.0" 2'.0" 3'.0"
<br /> 102 M,P.H. 17 13'.10" 13'.1'" 14'.5" 15'.1" 15'.11" 102 M,P.H, 29 10'.7" 10'.9" 11'.4" 12'.2" 13.3"
<br /> 110 M.P.H, 20 12'.9" 12'.11" 13'.4" 14'.1" 15'.1" 110 M,P,H. 35 9'.8- 9'.10- 10'-5" 11'.4" 12ia
<br /> ' 120 M'p,H. 23 11'.11" 12'-1" 12'.6" 13'-4" 14'.4" 120 M,P.H. 41 8'.11" 9'.1" 9'.9" 10'.9" 11'""
<br /> 125 M.PH. 26 11'.2" 11'.4" 11'.10" 12'.8- 13'.9" 125 M.P,H. 45 B'.6" 8'.9" 9'.5" 10'.5" 1 1 .8" i
<br /> ~". '" 12'.10" 140 M.P,H. 56 7'.7" 7'.10" 8'.7" 9.8" 11.1,,1
<br /> Enclosed Building. -I
<br /> Wind Applied ng Cond/lIon Wind Applle d Overhang Condition
<br /> Reoion Load NON 2'.0" 3'.0" 4'.0" Realon Load NONE 1'.0" 2'-0" 3'.0" 4'.()"
<br /> 102 M.P,H. I 17 16'.2" . 16'.8" 17'.3" 18'-0" 102 M,P.H. 29 12'.4. 12'.6. 12'.11" 13'.9" 14'.9"
<br /> fiiit 20 14"'1.'5"5. 16'.1. 16'.11. 110 M.P.H. 35 11'.3" 11'.5" 11'.11. 12'.9" 13'.10"
<br /> 23 13'.11" 14'.5" 15'.1" 16'-0. 120 M,P.H. 41 10'.5. 10'.7. 11'.2" 12'.0" 13'.1 "
<br /> . , 26 13'.1" 13'.8. 14'''" 15'... 125 M.P.H. 45 9'.11" 10'.1" 10'.8" 11 '.7" 12'.9"
<br /> 140 M,P.H, 32 11'.9" 1,'.". 12'.5" 13'.3" 14'.3" 1.0 M.P.H. 56 8'.11" 9'.1" 9'.9" 10'.9" 11'.11"
<br /> 3" x 12" x o.on" RIser Plnels
<br /> Open Buildings Ene los ed Buildings
<br /> , Wind Applied Ove rha ng Cond/lIon Wind Applied Overhlna Condition
<br /> i 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'.1,. 18'''" 18'.10. 19'.7" 102 M.P.H. 29 13'.8" 13'.10. 14'.3" 14'.1'" 15'.10"
<br /> 110M.P.H. 20 16'.6. 16'.7" 16'.11. 17'-6. 16'... 110 M.P.H. 35 12'.5" 12'.7. 13'.1. 13'.10. 14'.10"
<br /> - 120 M.P.H. 23 15'... 15'.6. 15'.11. 16'.6. 17'''. 120 M.P.H. 41 11'.6" 11'.6. 12'.2" 12'.11" 14'.0"
<br /> 125 M.P.H. 26 14'.5" 14'.7" 14'.1,. 15'.8. 16'.6. 125 M.P.H. 45 10'.11" 11'.2" 11'.8" 12'.6" , 3'.7"
<br /> 1140 M.P,H. 32 13'.0. 13'.2. 13'.6. 14'''" 15'.3" 140 M.P.H. 56 9'.10. 10'.1. 10'-8. 11'.6" 12'.8"
<br /> Note: Talal roof panei widltl = room widltl plu. wall widltl plu. o,",mang
<br /> La wrence E. Bennett, P.E.
<br /> ava. ENOH:ER " DEVaOPMENT COHSU. T ANT
<br /> P.O. BOX 4368, SOUTH DAYTONA, A. 32121
<br /> TEU:PtiOtoE (90<4) 787-.n4
<br /> FAX (9Q.4) 787"8556
<br />SEAL
<br />PAGE @
<br /> COPYRIGHT 1998
<br />120 NOT TO BE REPRODUCED N WHOLE OR N PAAT WffiiOUT ~ WRITTEN PERMSSlON OF LAWRENCE E. BEN'oETT, P.E
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