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ATTACHED ALUMINUM COVERS BE,,'_ d LO,I" 2"x '" M SIZE BEAM SPAN FOR DESIGNATED LOADS EAM LIVE LOAD WIND LOAD D WIDTH 22#/Sf 32#/SF 100 MPH 110 MPH 120 MPH "x 0.062"x 0.120" S.M.B. 6' 17'-9" 14'-6" 19'-11" 17"-9" 16'-3" 7' 16'-6" 13'-5" 18'-5" 16'-6" 15'-0- 8' 15'-5" 12'-( 17'-3" 15'-5" 14'-1" 9' 14'-6'" 11'-10" 16'-3" 14'-6" 13'-3" 10' 13'-9" 11'-3" 15'-5" 13'-9" 12'-9" 11' 13'-1- 10'-9" 14'-8- 13'-1" 12'-0" 12' 12'-7" 10'-3. 14'-1" 12'-7" 11'-6" 13' 12'-1" 9'-10- 13'-6" 12'-1" 11'-0- 14' 11'-a" 9'-6- 13'-0" 11'-8" 10'-7" "X 0.062"x 0.135" S.M.B. 6' 18'-4" 15'-0- 20'-6- 16'-4" 16'-9" 7' 17'-0" 13'-11" 19'-0" 17'-0" 15'-6'" a' 15'-11" 13'-0- 17'-9" 15'-11" 14'-6" 9' 15'-Q" 12'-3" 16'-9" 15'-0" 13'-8" 10' 14'-10" 11'-7" 15'-11" 14'-3" 13'-0" 11' 13'-7" 11'-1" 15'-2" 13'-7" 12'-4" 12' 13'-Q" 10'-7" 14'-6" 13'-0" 11'-10- 13' 12'-6'" 10'-2" 13'-11" 12'-6" 1 1 '-5" 14' 11'-( 9'-10- 13'-5" 11'-7" 10'-11" ."X 0.072"x 0.224" S.M.B. 7' 21'-9" 17'-9" 24'-4" 21'-9" 19'-11" 8' 20'-4" 16'-7" 22'-9" 20'-4" 18'-( 9' 19'-2- lS'-8- 21'-6'" 19'-2- 17'-.6- 10' 18'-2'" 14'-10" 20'-4" 18'-2" 16'-7" 11' 17'-4- 14'-2" 19'-5" 17'-4" 15'-10" 12' 16'-( 13'-7" 18'-7" 16'-( 15'-2" 13' 16'-Q" 13'-0" 17'-10" 16'-0" 14'-7" 14' 15'-5" 12'-7" 17'-2" 15'-5" 14'-0" >>"x 0.072"x 0.224" S.M.B. 7' 24'-2" 19'-9" 27'-0" 24'-2" 22'-1" 8' 22'-7" 16'-6" 25'-3" 22'-7" 20'-6" 9' 21'-4- 17'-5" 23'-10- 21'-4" 19'-6" 10' 20'-3" 16'-6- 22'-7" 20'-3" 16'-6" 11' 19'-3- 15'-9" 21'-6" 19'-3" 17'-7" 12' 16'-5" 15'-1" 20'-6" 16'-5" 16'-10" 13' 17'-9" 14'-6" 19'-10" 17'-9" 16'-2" 14' 17'-1" 13'-11" 19'-1" 17'-1" 15'-7" I"X 0.072"x 0.310" S.M.B. 7' 26'-11- 21'-11" 30'-1" 26'-11" 24'-7" 8' 25'-2" 20'-6" 28'-2" 25'-2" 22'-11- 9' 23'-9" 19'-4" 26'-6" 23'-9" 21'-8" 10' 22'-6" 18'-4" 25'-2" 22'-6" 20'-6" 11' 21'-5- 17'-6" 24'-0" 21'-5" 19'-7" 12' 20'-6" 16'-9" 22'-11" 20'-6" 18'-9" 13' 19'-9- 16'-1" 22'-1" 19'-9" 18'-0" 14' 19'-Q" lS'-6" 21'-3" 19'-0" 17"-4" (: SMALLER SPAN FROM THE L.L. OR THE WIND LOAD TABLE GOVERNS. LAWRENCE E. BENNETI, P.E. ClVR. ENGINEER &: DEVELOPMENT CONSUlTANT P. O. BOX 4368 SOUTH DAYTONA, FL 32121 PHONE 1 (004) 767-4n4 fAX' 1 (904) 767-6556 'RIGHT. 1996 ~ 3 BE REPRODUCED IN WHOLE OR IN R>.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. P.E. 50 MAX. ROOF BEAM SPANS FOR CARPORTS, SCREEN & VINYL ROOMS AND OTHER OPEN STRUCTURES WI SOLID ROOFS 6063 .-J T-6 ALLOY 2"x Y 2"x : .~ 2"x ' 2"x 1. TH / '-/ QCOP NOTT(