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. I I I I SECTION 7 SOLID ROOF PANEL PRODUCTS Table 7.4.1 Structall Building Systems Inc. Snap & Lock @ Composite Roof Panels Allowable Spans for Composite Roof Panels @ Various Loads Aluminum Alloy 3105 H-14, H-25 Foam Core E.P.S. 1# Density Manufacturers' Proprietary Products: Aluminum Alloy 3105 H-14 or H-25 Foam Core E.P.S. #1 Density 3" x 48" x 0.024" Roof Panel Glass Rooms I [ Open Structures Screen Rooms Partially Enclosed I Enclosed I Overhang! Wind Mono-Sloped Roof ~:~llo-Sloped Roof , ' Cantilever I Region 1&2 3 I 4 I 1&2 T 3 4 1&2 3 I 4 I 1&2 3 4 All I span span span span span span span span span span span span Roofs 100 MPH 21'-4' 23'.10- 23'.0- 20'-4" 22'.9" 21'.11" 13'.6" 15'.1 - I 14'.7" 15'.1" 17'.9" 16'.3" 4'.0" 110MPH 21'-4- 23'.10" 23'.0" 18'.8" 20'.11" 20'.2" 11' .7'" 13'.6" 13' ," 13'.9" 15'-4" 14'.10" 4'.0" j 120 MPH 20'4" 22'.9" 21'.11" lTS 19'.5" 18'.10" 10'.8" 12'-5" i ,< f" 12'.6" 13'.11- 13'.6" 4'.n" i j123MPH 19'.6- 21'.10- 21'.1' 15'.11- 18'.11" 18'.3" 10'5- 11 '_7" : " '" l' '.8" 13'.8" 13'.2- 4'.0" -J >-- !(!~.,. '130MPH 18'.0" 20'.2" 19'5 ~ 5'- i" 17'.9- 16'.3- 9'.10" I ~ \.1' _11" I , 1'.1" 12'-11" 12'.6' 4'.0" I I I ---l 1140 MPH 12'-4" '3'.9' 13'.3- 12'-4" '3'.9' 13'.3- 9' ~" 1 0 3- ~:r - ~ ~.. "0'-3" 11'.6" 11'. ~- 4'.3" , 'L I 150 MPH 12'-4" i 13'.9" 13'.3" 12'-4" 13'.9- 13'.:1" 8' ~" C)' ~" I 9 3" 9'.6- 10'.8" 10'-4- 3'. - ,- ., ' ., i .. . 3" x 48" x 0.030" Roof Panel ,.-f"~ Rooms - Overhang /1 Open Structures Screen Rooms I Partially Enclo' - Enclosed Wind Mono-Sloped Roof Mono-Sloped Roof I Cantilever I Region I 1&2 I 3 4 1&2 3 4 ! 1&2 i 3 T 4 I 1&2 I 3 4 All I , I I I I I Roofs , i span span span span span span I span span ! span i span span span ~MPH 15'.1f)" ! : 8'-5" i 1 ;'. '1 r}" l --! 2j'-11" I 27' 1 <- 27'.0' 23'.10" 26'.8" 25'.9" 18'.8" 20'.10- 20'.2" 4'.(' i ", I __.J ~MPHI 24'.11- 21'.1" 27'.0- 21 '.1'- 24'.6" 23'.8" 14'.;>" i 1 ~'_1 0" ! '5'-4" 16'.2" 19'.3" 18'.8- i'!:' .--....... !120MPH 23'.1f)" 26'.8" 25'.9" 20'.5" 22'.10" 22'.1" 12'.1'" i 14.6"_L 140" 14.8" 17'.8' 15'.10- 4 .C" , ,123 MPH 22'11' : 25'.7" 24'.9- '9'.10- 22'.2- 2".5" 12' R"i 14' 2" ; '3' 0" 14'../1" 16'.0" 15'.6" 4'.n" -.j 1130 MPH .. 2' '.2- ! 23'-7" 22'.10" 18'.8" 20'.10" 20'.2" 11'.n" . :1 .6" , l'.(]' 13'-7" 15'.2- 14'.8- ~'-n" .~ ! 140 MPH 14'-S" 16.2- 15'.7"' 14'-5" 16'.2- 15'.7" 10'-:r' ,," i : 1'_ -, . 2'.R" ! 14'.2' 13'.8" ,1.(1' ....j ,150 MPH 1 ,1'5" ! . n'.;7" 1L::' --." 14'-5" 16'.2- '5'.7"' ~ 0'-0" .. , \' i 1n ',,'. I 1 <'.2" 13'.2' 12'.9" ! 1'(' ,,).., ; 4" ~ 48" x 0.024" Roof Panel Glass Rooms 1 ,_. Partiilliy Enclosed 1 Overhang !1 Open Structures Screen Rooms Enclosed I Wind Mono-Sloped Roof Mono-Sloped Roof ;-:-;---+ I C . ! ! j anl.l!l!vP.r Rl!gion r I I , 1&2 I 3 I 4 1&2 3 4 ! 1&2 1&2 3 4 i All I I i , span I span I I span I Roofs span span span span span span span span span >-. 24'.1' I 18'.1O',t- 4'.1'---. 100 MPH 2TS' 2f;'.2" 25'.]" 22'3" 24' 11" 14'.9" \:. .6" , 15 - ' <" ! 7'.5" 19'.6' 110 MPH 2~'JS" , 26.2" 25'.3" 20'.6" 22'.11" 22'.2" I 13'.3" 14'.10" ! 14'.4" 15'.1" 18'.0" , 7'.5- 4'.('" I -.j 120 MPH 22'.]" 24'.11 " 24'.1" 19'.1- 21 '-4- 20' .7"' 11'.5" '3'.T 13'.2" 13'.9". 15'-4" 14'.10- 4'.0" i ..... 123 MPH 2< '.5" 23'.11 " 23'.2" 18'.6" 20'.9- 20'.0" 11'.5" 13'.3" 12'.10" 13'.5" 14'.11" 14'.6" 4'.0' 1,30 MPH 19'.9" 22'.1' 21'-4" 17'.5- 19'.6" 18'.10- 10'.9" 12'.7" 11 '.8" 12'..8" 14'.2" 13'.8- 4'.0" i i 140 MPH 13'.6- 15'.1" 14'.7" 13'.6" 15'.1- 14'.T 10'.1" 11'.]" 10'.10" 11'.3" 13'.3- 12'.9" 4'.0" 150 M PH 13'.6" 15'.1- 14'.7" 13'.6" 15'.1" 14'.7" 9'-5" 10'.6" 10'.2" 10'.5" 12'-4- 11'-4" 4'.0" 4" x 48" x 0.030" Roof Panel Glass Rooms r- Open Structures Screen Rooms Partially Enclosed Enclosed Overhang /1 ! , Wind Mono-Sloped Roof Mono-Sloped Roof Cantilever Region 1&2 3 4 1&2 3 4 1&2 3 I 4 1&2 3 4 All span span span span span span span span span span span span Roofs 100 MPH 27'.9" 30'.1,- 29'.11" 26'.5" 29'.6- 28'.7" 18'.3" 20'.5- 19'.9" 20'.8- 23'.1" 22'-4- 4'.0" 110 MPH 27'.9- 30'.11- 29'.11" 24'-4" 27'.2" 26'.3" 15'.9" 18'.6" 17'-11" 19'.1" 21'.5" 20'.8- 4'.0" 120 MPH 26'.5" 29'-6- 28'.7" 22'.8" 25'-4" 24'-5" 14'.5" 16'.1" 15'.7" 17'.6" 19'.7" 18'.11" 4'.0" 123 MPH 25'-5" 28'-5" 27'-5" 21'.11 - 24'-7" 23'-9" 14'.1- 15'.9" 15'.2" 15'.10" 19'.0" 18'.5" 4'.0" 130 MPH 23'.5" 26'.2" 25'-4" 20'-8" 23'.1- 22'-4" 13'-4" 14'.11- 14'.5" 15'.0" 17'.11" 16'-3" 4'.0" 140 MPH 15'.11" 17'.11" 17'.3' 15'.11" 17'.11" 17'.3- 12'.5" 13'.10- 13'.5" 14'.0" 15'.8" 15'.2" 4'.0" 150 MPH 15'.11" 17'.11" 17'.3" 15'.11" 17'.11" 17'.3" 11'.2- 12'.11- 12'.6- 13'.1 " 14'.7" 14'.1" 4'.0" Note: Total roof panel width = room width + wall width + overhang. Lawrence E. Bennett, P.E. CIVil ENGINEER. DEVELOPMENT CONSUL TANT POBOX 214368. SOUTH DAYTONA, FL 3212' TELEPHONE (386) 767-4774 FAX (386) 767.6556 ~ STRUCTALI.: ! .UILDIND .V.T.M. 350 BURBANK, OLDSMAR. FL 34677-4906 LOCAL (813) 855.2627 NATIONWIDE 1.800.969.3706 FAX 813 854.2802 I DAG~-42 @ COPYRIGHT 2003 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P,E