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<br />SECTION 2 <br /> <br />SEAL <br /> <br />PAGE <br /> <br />60 <br /> <br />ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS <br /> <br />Table 2.1.2: <br /> <br />Allowable Roof Beam Spans for Carports, Patio Covers, <br />Screen Rooms, and other Open Buildings with Solid Roofs <br />Aluminum Alloy 6063 T-6 <br /> <br />Wind Zone = 102 MPH 110 MPH 120 MPH I 125 MPH 140 MPH <br />Applied Load = 17.1 Sq. R. 20.1 Sq. R. I 23.1 Sq. R. I 26.1 Sq. R. 32.1 Sq. R. <br />Load Width 2" x 6" x 0.050" x 0.120" Self Mating Beam <br />8' 16'-11" 15'-7" 14'-7" 13'-S" 12'-4" <br />9' 15'.11" 14'.9" 13'.9" 12'-11" 11'-8" <br />10' 15'-2" 13'.11" 13'-0" 12'-3" 11'-0" <br />11' 14'.5" 13'-4 " 12'.5" 11'-S" 10'-6" <br />12' 13'-10" 12'-9" 11'-11" 11'-2" 10'-1" <br />13' 13'-3" 12'-3" 11'-5" 10'-9" 9'-S" <br />14' 12'-10" 11'-10" 11'-0" 10'-4" 9'-4" <br />16' 11'-11" 11'-0" 10'-4" 9'-8" S'-9" <br />Load Width 2" x 7" x 0.055" x 0.120" Self Mating Beam <br />8' 19'-4 " 17'-10" 16'-8" 15'-8" 14'-1" <br />9' 1S'-3" 16'.10" 15'-8" 14'-9" 13'-4" <br />10' 17'-4" 15'-11" 14'-11" 14'-0" 12'-7" <br />11' 16'-6" 15'-3" 14 '-2" 13'-4" 12'-0" <br />12' 15'-10" 14'-7" 13'-7" 12'-9" 11'-6" <br />13' 15'-2" 14'-0" 13'-1 " 12'-3" 11 '-1" <br />14' 14'-S" 13'-6" 12'-7" 11'.10" 10'-8" <br />16' 13'-8" 12'-7" 11'-9" 11'-1" 9'-11 " <br />Load Width 2" x 8" x 0.072" x 0.224" Self Mating Beam <br />8' 24'.10" 22'-11 " 21'-4" 20'-1" 1S.'-1 " <br />9' 23'-5" 21'-7" 20'-2" 1S'-11" 17'-1" <br />10' 22'-3" 20'-6" 19'-1" 17'-11" 16'-2" <br />11' 21 '-2" 19'-6" 18'-3" 17'-2" 15'-5" <br />12' 20'-4" 1S'-8" 17'-5" 16'-5" 14'-9" <br />13' 19'-6" 17'-11" 16'-9" 15'-9" 14'-3" <br />14' 1S'-9" 17'-4 " 16'-2" 15'-2" 13'-8" <br />16' 17'-7" 16'-2" 15'-1 " 14'-3" 12'-10" <br />Load Width 2" x 9" x 0.072" x 0.224" Self Mating Beam <br />8' 27'-2" 25'-1" 23'-4" 21'-11" 19'-10" <br />9' 25'-S" 23'-8" 22'-0" 20'-9" 1S'-8" <br />10' 24'-4" 22'-5" 20'-11" 19'-8" 17'-9" <br />11' 23'-2" 21'-4" 19'-11" 1S'-9" 16'-11" <br />12' 22'-2" 20'-6" 19'-1" 17'-11" 16'-2" <br />13' 21 '-4" 19'-8" 1S'-4" 17'-3" 15'-7" <br />14' 20'-7" 1S'.11" 17'-8" 16'-7" 14'-11" <br />16' 19'-3" 17'-9" 16'-6" 15'-7" 14'-0" <br />Load Width 2" x 9" x 0.082" x 0.306" Self Mating Beam <br />8' 29'-S" 27'-4 " 25'-6" 23'-11" 21'-7" <br />9' 27'-11" 25'-9" 24'-1" 22'-7" 20'-5" <br />10' 26'-6" 24'-6" 22'-10" 21'-5" 19'-4 " <br />11' 25'-4" 23'-4" 21'-9" 20'-5" 1S'-5" <br />12' 24'-3" 22'-4" 20'-10" 19'-7" 17'-8" <br />13' . 23'-3" 21'-5" 20'-0" 1S'-10" 16'-11" <br />14' 22'-5" 20'-8" 19'-3" 1S'-2" 16'-4" <br />16' 20'-11" 19'-4" 1S'-o" 16'-11" 15'-3" <br /> <br />Notes: <br />Abow spans do not include length of knee brace, Add horizontal length of knee brace to abow spans for <br />total beam spans, <br /> <br />Lawrence E. Bennett, P.E. <br />avL E/IGEER - DE\lELQPIoI:NT CON8U.TANr <br />P.o. BOX 4388, SOUTH DAYTONA, FL 82121 <br />1EI..EPHOfE (804) 787-4774 <br />FAX (llO4) 787-8558 <br /> <br />@ COPYRIGHT 1998 <br />NOT TO BE REPRCXXJCED .. WHOlE OR .. PART WITHOUT TIE WRTTEN PERlISSION a= LAWRENCE E IIENETT, P.E. <br />