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SECTION 3 SCREEN, VINYL & GLASS ROOMS - .Table 3.2.1 Allowable Upright Heights Screen, Vinyl and Glass Rooms Aluminum Alloy 6063 T-6 2" x 2" x 0.036" Hollow Extrusion Wind Zone Load 102 M.P.H. I 110 M.P.H. I 120 M.P.H. I 130 M.P.H. I 140 M.P.H. I 150 M.P.H. Width ADDiied Load 8 # ISo. Ft. 9 # ISO:: Ft. 10 # ISo. Ft. 12 # ISo. Ft. 15 # ISo. Ft. 16.# ISo. Ft. 36" 9'-10" 9'-2" S'-5" 7'-S" 7'-0" 6'-S" 42" 9'-1" S'-5" 7'-9" 7'-1" 6'-6" 6'-2" 48" S'-6" 7'-11 " 7'-3" 6'-S" 6'-1" 5'-10" 54" S'-O" 7'-5" 6'-10" 6'-3" 5'-9" 5'-6" 60" 7'.7" 7'-1" 6'-6" 5'-11" 5'-5" 5'-2" 66" 7'-3" 6'-9" 6'-2" 5'-S" 5'-2" 4'-11" 72" 6'-11" 6'-5" 5'-11" 5'-5" 4'-11" 4'-9" 78" 6'-S" 6'-2" 5'-S" 5'-3" 4'-9" 4'-7" 84" 6'-5" 5'-11" 5'-6" 5'-0" 41_7" 4'-5" 90" 6'-3" 5'-9" 5'-4" 4'-10" 4'-511 4'-3" 2" x 2" X 0.044" Hollow Extrusion Wind Zone Load 102 M.P.H. I 110 M.P.H. I 120 M.P.H.T 130 M.P.H. I 140 M.P.H. I 150 M.P.H. Width Applied Load 8 # ISo. Ft. 9 # ISo. Ft. 10 # ISo. Ft. 12 # ISo. Ft. 15 # ISo. Ft. 16 # ISO:: Ft. 36" 10'-10" 10'-1" 9'-3" S'-6" 7'-g" 7'-5" 42" 1 0'-0" 9'-4" S'-7" 7'-10" 7'-2" 6'-10" 48" 9'-5" S'-9" S'-O" 7'-4 " 6'-9" 6'-5" 54" S'-10': S'-3" 7'-7" 6'-11" 6'-4" 6'-0" 60" S'-5" 7'-10" 7'-2" 6'.7" 6'-0" 5'-9" 66" S'-O" 7'-5" 6'-10" 6'-3" 5'-9" 5'-5" 72" 7'-S" 7'-1" 6'-7" 5'-11 " 5'-6" 5'-3" 78" 7'-4" 6'-10" 6'-4" 5'-9" 5'-3" 5'-0" 84" 7'-1 " 6'-7" 6'-1" 5'-7" 5'-1" 4'-10" 90" 6'-10" 6'-4" 5'-10" 5'-4" 4'-11" 4'-S" Load Width 8 # IS . Ft. 11'-10" 10'-11" 10'-3" 9'-S" 9'-2" S'-9" S'-4" S'-O" 7'-g" 7'-6" 36" 42" 48" 54" 60" 66" 72" 78" 84" 90" Notes: Glass Rooms: The addition of aluminum frame windows with glass panes that are designed to 110 M.P.H. wind load requirements to the above upright sizes increases the strength so that additional framing is not required. Screen Splines on 3" side. extrusion turned with 3" side parallel to sole plate. Example: Screen panel width "W' = 60"; Maximum "H" for a 2" x 2" x 0.036" Hollow Extrusion = I 7'.7" I Using screen panel width "Woo (See typical glass room drawing.), select upright height "H" required from the maximum height allowed for each extrusion. Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSUL TANT P.O. BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767-6556 SEAL PAGE 3-20 @ COPYRIGHT 2000 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.