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ATTACHED ALUMINUM COVERS TABLE 2 continued MAX. ROOF BEAM SPANS FOR CARPORTS, SCREEN & VINYL ROOMS AND OTHER OPEN STRUCTURES WI SOLID ROOFS 6063 T-6 ALLOY BEAM SIZE BEAM SPAN FOR DESIGNATED LOADS BEAM LIVE LOAD WIND LOAD LOAD WIDTH 22#/SF 32#/SF 100 MPH 110 MPH 2"x 7"x 0.062"x 0.120" S.M.B. 6' 17'-9" 7' 16'-6" 8' 15'-5" 9' 14'-6" 10' 13'-9" 11' 13'-1" 12' 12'-7" 13' 12'-1" 14' 11'-8" 2"x 7"x 0.062"x 0.135" S.M.B. 6' 18'-4" 7' 17'-0" 8' 15'-11" 9' 15'-0" 10' 14'-10" 11' 13'-7" 12' 13'-0" 13' 12'-6" 14' 11'-7" 2"x 8"x 0.072"x 0.224" S.M.B. 7' 21'-9" 8' 20'-4" 9' 19'-2" 10' 18'-2" 11' 17'-4" 12' 16'-7" 13' 16'-0" 14' 15'-5" 2"x 9"x 0.072"x 0.224" S.M.B. 7' 24'-2" 8' 22'-7" 9' 21'-4" 10' 20'-3" 11' 19'-3" 12' 18'-5" 13' 17'-9" 14' 17'-1" 2"x 9"X 0.072"x 0.310" S.M.B. 7' 2S'-11" 21'-11" 30'-1" 2S'-11" 8' 25'-2" 20'-S" 28'-2" 25'-2" 9' 23'-9" 19'-4" 2S'-S" 23'-9" 10' 22'-S" 18'-4" 25'-2" 22'-S" 11' 21'-5" 17'-S" 24'-0" 21'-5" 12' 20'-S" lS'-9" 22'-11" 20'-S" 13' 19'-9" lS'-l" 22'-1" 19'-9" 14' 19'-0" 15'-S" 21'-3" 19'-0" 1. THE SMALLER SPAN FROM THE L.L. OR THE WIND LOAD TABLE GOVERNS, 14'-6" 13'-5" 12'-7" 11'-10" 11'-3" 10'-9" 10'-3" 9'-10" 9'-6" 15'-0" 13'-11 " 13'-0" 12'-3" 11'-7" 11 '-1" 10'-7" 10'-2" 9'-10" 17'-9" lS'-7" 15'-8" 14'-10" 14'-2" 13'-7" 13'-0" 12'-7" 19'-9" 18'-S" 17'-5" lS'-S" 15'-9" 15'-1" 14'-S" 13'-11" 19'-11" 18'-5" 17'-3" 16'-3" 15'-5" 14'-8" 14'-1" 13'-6" 13'-0" 20'-S" 19'-0" 17'-9" 16'-9" 15'-11" 15'-2" 14'-S" 13'-11" 13'-5" 24'-4" 22'-9" 21'-S" 20'-4" 19'-5" 18'-7" 17'-10" 17'-2" 27'-0" 25'-3" 23'-10" 22'-7" 21'-S" 20'-8" 19'-10" 19'-1" 17'-9" lS'-S" lS'-S" 14'-S" 13'-9" 13'-1" 12'-7" 12'-1" 11'-8" 18'-4" 17'-0" lS'-ll" lS'-O" 14'-3" 13'-7" 13'-0" 12'-S" 11'-7" 21'-9" 20'-4" 19'-2" 18'-2" 17'-4" 16'-7" lS'-O" lS'-S" 24'-2" 22'-7" 21 '-4" 20'-3" 19'-3" 18'-S" 17'-9" 17'-1" 120 MPH 16'-3" 1 5'-0" 14'-1" 13'-3" 12'-9" 12'-0" 11'-S" 11 '-0" 10'-7" lS'-9" 1 5'-S" 14'-S" 13'-8" 13'-0" 12'-4" f 1'-10" "l'-S" '10'-11" 119'-11" 18'-7" 17'-S" lS'-7" lS'-10" lS'-2" 14'-7" 14'-0" 22'-1" 20'-8" 19'-6" 18'-S" 17'-7" lS'-10" 16'-2" 15'-7" 24'-7" 2:~'-11" 2"'-8" 20'-S" 19'-7" 1 B'-9" 18'-0" 1/"-4" LAWRENCE E. BENNETT, P.E. CIVIL ENGINEER & DEVELOPMENT CONSUlIANT PO, BOX 4368 SOUTH DAYTONA, FL 32121 PHONE 1 (904) 767-4774 FAX # 1 (904) 767-6556 C COPYRIGHT, 1996 NOT TO BE REPRODUCED IN WHOLE OR IN ~RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E, BENNETT, P.E, 3 50