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<br />SCREEN, VINYL & GLASS ROOMS <br /> <br />_mOria...... Allowable Upright Heights Screen, Vinyl and Glass Rooms <br />Aluminum Alloy 6063 T -6 <br /> <br />i, <br /> <br /> 2" x 2" x 0.055" Hollow extrusion <br /> Wind Zone <br />Load 102 M.P.H. r 110 M.P.H. I 120 M.P.H. I 125 M.P.H. I 140 M.P.H. <br />Width ADiifled Load <br /> 19 # lsa. Fl 23 # ISo. Fl 26 illSa. Fl 29 # ISo: Fl 36 # ISO. Ft <br />36" 12'-3" 11'-1" 10'-5" 9-11" 8'-11" <br />42" 11'-4" 10'-3" 9'-8" 9'-2". 8'-3 <br />48" 10'-7" 9'-7" 9'-1" 8'-7" 7'-8" <br />54" 9'-11" 9'-1" 8'-{;" 8'-1" 7'-3 <br />60" 9'-{;" 8'-7" 8'-1" 7'-8" 6'-11'" <br />66" 9'-0" 8'-2" 7'-9" 7'-4" 6'-7" <br />72" 8'-8" 7'-10" 7'-5" 6'-11" 6'-3" <br />78" 8'-4" 7'_7" 7'-1" 6'_9" 6'-0" <br />84" 7'-11" 7'-3" 6'-10" 6'-6" 5'-10" <br />90" 7'-9" 7'.0" 6'-7" 6'-3" 5'-7" <br /> 2" x 3" x 0.050" Hollow Extrusion <br /> WInd Zone <br />Load 102 M.P.H. r 110 M.P.H. T 120 M.P.H. T 125 M.P.H. I 140 M.P.Jf. <br />WIdth ADDlled Load <br /> 19 #/50. Fl 23 # ISa. Fl 28 # ISa. Fl 29 # ISa. Fl 36 # ISa.Fl <br />36" 16'.10" 15'-3" 14'-4" 13-7" 12'-3" <br />42" 15'-7" 14'-2" 13'-4" 12'-7" 11'''''" <br />48" 14'-7" 13'-3" 12'-5" 11'-9" 10-7" <br />54" 13'-9" 12'-{;" 11'-9" 11'-1" 9 -11" <br />60" 13'-0" 11 -10" 11'-2" 10'-{;" 9'-6"- <br />66" 12'-5" 11'-3" 10'-7" 10'-1" 9'-0" <br />72" 11'-11" 10'-10" 10'-2" 9'-7" 8'-8" <br />78" 11'-5" 10'-5" 9'-9" 9'-3" 8'-4" <br />84" 11'-0" 10'-0" 9'-5" 8'-11" 8'-0 <br />90" 10'.8" 9'-8" 9'-1" 8'-7" 7'-9" <br /> <br />Load <br />Width <br /> <br /> <br />36" <br />42" <br />48" <br />54" <br />60" <br />66" <br />72" <br />78" <br />84" <br />90" <br /> <br />Notes: <br />Glass Rooms: The addilion of aluminum frame windows with glass panes that are designed <br />to 110 MP.H. wind load requirements to the above upright sizes increases the strength so that <br />additional framing is not required. <br />Using screen panel width 'W' (See typical glass room drawing.), select upright required from <br />the maximum height allowed for each extrusion. <br />Screen Splines on 3" side. extrusion turned with 3" side parallel to sole plate. <br /> <br />Lawrence E. Bennett, P.E. <br />CIVIL ENGINEER - DEVELOPMENT CONSUL TANT <br />P.O. BOX 4368, SOUTH DAYTONA, FL32121 <br />TELEPHONE (904) 767-4n4 <br />FAX (904) 767-6556 <br /> <br />@ COPYRIGHT 1999 <br />NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN P~RMISSION OF LAWRENCE E. BENNETT. P.E. <br /> <br />SECTION 3 <br /> <br />SEAL <br />PAGE <br /> <br />93 <br />