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<br />~ <br /> <br /> ATTACHED ALUMINUM COVERS <br />TABLE 2: CONTINUED MAX. ROOF BEAM SPANS FOR CARPORTS, <br /> SCREEN & VINYL ROOMS AND <br />2"x 7"x 0.062"x 0.120" S.M.B. <br /> 6' 17'- 9" 14'- 6" 19'-11 " 17'- 9" 16'- 3" <br /> 7' 16'- 6" 13'- 5" 18'- 5" 16'- 6" 15'- 0" <br /> 8' 15'- 5" 12'- 7" 17'- 3" 15'- 5" 14'- 1 " <br /> 9' 14'- 6" 11'-10" 16'- 3" 14'- 6" 13'- 3" <br /> 10' 13'- 9" 11'- 3" 15'- 5" 13'- 9" 12'- 9" <br /> 11 ' 13'- 1 " 10'- 9" 14'- 8" 13'- 1 " 12'- 0" <br /> 12' 12'- 7" 10'- 3" 14'- 1 " 12'- 7" 11 '- 6" <br /> 13' 12'- 1 " 9'-10" 13'- 6" 12'- 1 " 11'- 0" <br /> 14' 11'- 8" g'- 6" 13'- 0" 11'- 8" 10'- 7" <br />2"x 7"x 0.062"x 0.135" S.M.B. <br /> 6' 18'- 4" 15'- 0" 20'- 6" 18'- 4" 16'- g" <br /> 7' 17'- 0" 13' -11" 19'- 0" 17'- 0" lS'- 6" <br /> 8' 15' -11" 13'- 0" 17'- g" 15' -11" 14'- 6" <br /> g' 15'- 0" 12'- 3" 16'- g" 15'- 0" 13'- 8" <br /> 1 0' 14'-10" 11'- 7" 15'-11 " 14'- 3" '13'- 0" <br /> 11' 13'- 7" 11'- 1 " 15'- 2" 13'- 7" 12'- 4" <br /> 12' 13'- 0" 10'- 7" 14'- 6" 13'- 0" 11'-10" <br /> 13' 12'- 6" 10'- 2" 13'-11" 12'- 6" 11'- 5" <br /> 14' 11'- 7" 9'-10" 13'- 5" 11' - 7" 10'-11" <br />2"x 8"x 0.072"x 0.224" S.M.B. <br /> 7' 21 '- g" 17'- 9" 24'- 4" 21'- g" 19' -11" <br /> 8' 20'- 4" 16'- 7" 22'- g" 20'- 4" 18'- 7" <br /> g' 19'- 2" 15'- 8" 21'- 6" 19'- 2" 17'- 6" <br /> 10' 18'- 2" 14' -10" 20'- 4" 18'- 2" 16'- 7" <br /> 11' 17'- 4" 14'~ 2" 19'- 5" 17'- 4" 15' -10" <br /> 12' 16'- 7" 13'- 7" 18'- 7" 16'- 7" 15'- 2" <br /> 13' 16'- 0" 13'- 0" 1 7' -10" 16'- 0" 14'- 7" <br /> 14' lS'- S" 12'- 7" 17'- 2" lS'- S" 14'- 0" <br />2"x g"x 0_072"x 0.224" S.M.B, <br /> 7' 24'- 2" 19'- 9" 27'- 0" 24'- 2" 22'- 1" <br /> 8' 22'- 7" 18'- 6" 25'- 3" 22'- 7" 20'- 8" <br /> 9' 21' - 4" 17'- S" 23'-10" 21'- 4" 19'- 6" <br /> 10' 20'- 3" 16'- 6" 22'- 7" 20'- 3" 18'- 6" <br /> 11' 19'- 3" 15'- 9" 21'- 6" 19'- 3" 17'- 7" <br /> 12' 18'- 5" 15'- 1 " 20'- 8" 18'- 5" 16'-10" <br /> 13' 17'- 9" 14'- 6" 19'-10" 17'- g" 16'- 2" <br /> 14' 17'- 1 " 13' -11" 19'- 1 " 17'- 1 " 15'- 7" <br />2"x g"x 0.072"x 0.310" S.M.B. <br /> 7' 26'-11" 21'-11" 30'- 1 " 26'-11" 24'- 7" <br /> 8' 25'- 2" 20'- 6" 28'- 2" 25'- 2" 22'-11" <br /> g' 23'- g" 19'- 4" 26'- 6" 23'- 9" 21'- 8" <br /> 1 0' 22'- 6" 18'- 4" 25'- 2" 22'- 6" 20'- 6" <br /> 11 ' 21'- S" 17'- 6" 24'- 0" 21'- S" 19'- 7" <br /> 12' 20'- 6" 16'- g" 22'-11" 20'- 6" 18'- g" <br /> 13' 19'- g" 16'- 1 " 22'- 1 " 19'- 9" 18'- 0" <br /> 14' 19'- 0" 15'- 6" 21'- 3" 19'- 0" 17'- 4" <br />1. THE SM ALLER SPAN FROM THE L.L. OR THE WIND LOAD TABLE GOVERNS. <br /> : <br /> [1@W[]'@OD@@ ~c [;3@ODOD@nng ~) c@:c <br /> CIVIL ENGINEER AND DEVELOPMENT CONSUL.TANT <br /> P.O. BOX 4368 S. DAYTONA, FLORIDA 32121--4368 <br /> PHONE: (904) 767-4774 <br /> FAX, (904) 767-6556 <br />@ COPYRIGHT, SECTION: 3 <br />1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN <br /> PERMISSION FROM LAWRENCE E. BENNETT, P.E. PAGE: ~~~~3 <br /> <br />.~ <br /> <br />-") <br /> <br />-51- <br />