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<br />SECTION 3 <br /> <br />SCREEN, VINYL & GLASS ROOMS <br /> <br />"'F.HI~IIB Allowable Beam Spans. Hollow Extrusions for Screen <br />and I or Vinyl [Open] Rooms with Solid Roofs <br />Aluminum Alloy 6063 T-6 <br /> <br /> Wind Zone <br /> 102 MPH I 110 MPH I 120 MPH I 125 MPH I 140 MPH <br /> I r Aoolied Load I I <br /> 17 # I SQ:' Ft. T 20 # I Sa, Ft. I 23 #1 Sa, Ft. I 26 # I SQ~ Ft. T 32 # I SQ. Ft. <br />Load Width 3" x 2" x 0,050" <br />5' 9'-5" 8'.8" 8'.1" 7'-7" 6'-10" <br />6' 8'.7" 7'.11" 7'-4" 6'.11" 6'.3" <br />7' 7'-11' 7'-4" 6'.10" 6'.5" 5'-9" <br />S' 7'.5 6'.10" 6.5" 6'.0" 5'.5" <br />9' 7.0" 6'-5" 6'.0" 5'.8" 5'.1' <br />10' 6',8 ' 6'.1" 5'.9' 5'.4" 4'.10" <br />11' 6"4' ','.10" 5' -5" 5'"" 4',7" <br />12' t..,1' ';,.1" tl'.:J" 4'.11" 4'-:'" , <br />Load Width 3" x 2" x 0,070" <br />5' 10'-1" 9'-4" 8'-8" 8'.2" 7'.4" <br />6' 9'.3" 8'-6" 7'.11" 7'.6" 6'.9" <br />7' 8'.7" 7'.11" 7'-4" 6'-11" 6'.3" <br />S' 7'-11" 7'.4" 6'.11" 6'.6" 5'-10" <br />9' 7'-6" 6'.11" 6'-6" 6'-1" 5'-6" <br />10' 7'.2" 6'-7" 6'.2" 5'.9" 5'-3" <br />11' 6'.10" 6'-3" 5'.10" 5'.6" 4'.1'" <br />12' 6'.6" 6'.0" 5'.7" tl'.3" 4',,," <br />Load Width 2" x 3" x 0,050" <br />5' 11'.1" 10'-3" 9' -7" ff,11" 8' .,.. <br />6' ~ 9'.4" 8'S 8' ')" 7'.5" <br />7' S',S" 6,' 7 -7" 6'.10" <br />S' 5., " - -, .," 6'-5" <br />9' e ' " -0 ' " 6.8" 6'-0" <br /> '0 <br />10' " .' , } ~,'=' 64" 5',9" <br /> .. <br />11' 7'.<;, l. . ~ ~'. 6-5" 6'.1" 5'-6" <br />12' 7'.2' 6.7" 6'.2" 5'.10" 5'-3" <br />Load Width 2" " 4" x 0050" <br />5' I}'.,," 12'.S" 11'-10" 11'-1" 10'-0" <br />6' 12'.7" 11'.7" 10'-9" 10'-2" 9'-2" <br />7' 11' -7" 10'.8" 9'.11" 9'-5" 8'.6" <br />S' 10'.10" 10'.0" 9'-4" 8'-9" 7'-11" <br />9' 10'.3" 9'.5" 8'-10" 8'.3" 7'.6" <br />10' 9'9" S'.11' 8'-4" 7'.10" 7'.1" <br />11' 9'.3" 8'.6" 7'-11" 7'-6" 6'-9" <br />12' 8'-10" 8'-2" 7'.8" 7'.2" 6'-6" <br /> <br />Note: <br />Glass Rooms The addition of aluminum frame wiOdows With glass panes that are deSigned to 110 MP H <br />Wind load requirements to the above upright sizes Increases the strengltl so thai addlt'onallramiOg IS not <br />required <br />Tables assume extruSion onented With longer extruSion dimenSion parallel to appheO load <br /> <br />Lawrence E. Bennett, P.E. <br />CIVIL ENGINEER - DEVELOPMENT CONSUL TANT <br />POBOX 4368, SOUTH DAYTONA, Fl32121 <br />TELEPHONE (904) 767.4774 <br />FAX (904) 767.6556 <br /> <br />SEAL <br /> <br />PAGE <br /> <br />90 <br /> <br />@ COPYRIGHT 1999 <br />NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WklDEN PEkMISSION OF LAWRENCE f BENNE", P f <br />