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<br />SECTION 3 <br /> <br />SCREEN, VINYL & GLASS ROOMS <br /> <br />.F.1;'1~IIi" 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 I Applied Load I I <br /> 17 # I SQ. Ft. I 20 # I SQ. Ft. I 23 # I SQ. Ft. I 26 # I SQ. Ft. I 32 # I SQ, Ft. <br />Load Width 3" x 2" x 0.050" <br />5' 9'-5" 8'-8" 8'-1" 1'-7" 6'-10" <br />6' 8'.7" 1'.11" 1'-4" 6'.11" 6'.3" <br />7' 1'.11 " 1'-4" 6'-10" 6'-5" 5'-9" <br />8' 1'.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'.1" 4'7" <br />12' t.). ,. ~'./" ~'.3" 4'.11" 4',:; <br />Load Width 3" x 2" x 0,070" <br />5' 10'-1" 9'-4" 8'.8" 8'-2" 1'.4" <br />6' 9'-3" 8'.6" 1'.11 " 1'-6" 6'.9' <br />7' 8'-7" 1'-11" 1'-4" 6'-11" 6'.3" <br />S' 1'.11" 1'.4" 6'-11" 6'.6" 5'.10" <br />9' 1'-6" 6'-11" 6'-6" 6'.1" 5'.6" <br />10' 1'-2" 6'-7" 6'.2" 5'.9" 5'.3" <br />11' 6'.10" 6'-3" 5'-10" 5'.6" 4'.11" <br />12' 6'-6" 6'-0" 5'-7" 5'.3" 4'.9" <br />Load Width 2" x 3" x 0.050" <br />5' 11'.1" 10'-3" 9'.7" 8'.11" 8'.1" <br />6' 10'.2" 9'.4" 8'.9" 8'.2" 1'.5" <br />7' 9'.5" 8'.8" 8'.' 7'.7" 6'.10" <br />8' 6'.9' C .1" " -" ,".1" 6'.5" <br />9' 8' " - .8' 7'. , 0.8" 6'.0" <br /> .~ <br />10' -' -,"" : .3" O'.S 6.4" 5'.9' <br />, <br />11' 7'.6" " .11" 6'.5" 6'.1" 5'-6" <br />12' 7'.2" 6.7" 6'-2" 5'-10" 5'-3" <br />Load Width 2"' x 4" x 0,050" <br />5' 13'-9" 12'-8" 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 />8' 10'-10" 10'-0" 9'-4" 8'-9" 1'-11 " <br />9' 10'.3" 9'-5" 8'-10" 8'-3" 1'-6" <br />10' 9'.9" 8'-11' 8'-4" 1'.10" 1'.1" <br />11' 9'.3" 8'.6" 1'-11" 1'.6" 6'.9" <br />12' 8'-10" 8'-2" 1'-8" 1'.2" 6'.6" <br /> <br />Note: <br />Glass Rooms The addition of aluminum frame Windows With glass panes that are deSigned to 110M P H <br />Wind load reqUirements to the above upflght sizes Increases the strength so that additional framing IS not <br />reqUired, <br />Tables assume extrusion oriented With longer extrusion dimenSion parallel to applied load <br /> <br />Lawrence E. Bennett, P.E. <br />CIVIL ENGINEER - DEVELOPMENT CONSUL TANT <br />PO, BOX 4368, SOUTH DAYTONA, FL 32121 <br />TELEPHONE (904) 767.4774 <br />FAX (904) 767-6556 <br /> <br />SEAL <br /> <br />PAGE <br /> <br />90 <br /> <br />@ COPYRIGHT 1999 <br /> <br />NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT 1 HE WRITTEN PE RMISSION Of LAWRENce L [JENNE,T P f <br />