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<br />/-.... <br /> <br />.r--.... <br /> <br />~ <br /> <br />! <br />I <br />I <br />! <br />Iliii>j <br />.. <br /> <br />fR~[EST ANDING ALUMINUM (cOVERS <br /> <br />TABLE 1: MAXIMUM SPANS FOR STANDARD ALUMINUM ROOF PANELS OF <br />3105 H-14 OR H-25 ALLOY <br />WIND LOADS: CARPORTS, SCREEN ROOMS, AND OTHER OPEN BUILDINGS <br />O.H. CONDITION NO O. H_ l' 0_ H. 2' O. H. ,3' 0_ H. <br />1-1/4"x_0.026" <br />100 MPH W. L. <br />110 MPH W. L. <br />120 MPH W. L. <br />1....1/4"x_0.032" <br />100 MPH W. L. <br />110 MPH W. L. <br />120 MPH W. L. <br />1-3/4"x_0.026" <br />100 MPH W. L. <br />110 MPH W. L. <br />120 MPH W_ L. <br />1-3/4"x_0.032" <br />100 MPH W. L. <br />110 MPH W. L. <br />120MPH W. L. <br />3"x_0.026" <br />100 MPH W. L. <br />110 MPH W. L. <br />120 MPH W. L. <br />3"x_0.032" <br />100 MPH W. L. <br />110 MPH W. L. <br />120 MPH W. L. <br />LIVE LOAD; ALL <br />O.H_ CONDITION <br />1-1/4"x_0.026" <br />20 #/SF L. L. 7' - 0" <br />30 #/SF L. L. 5'- 9" <br />1-1/4"x_0.032" <br />20 #/SF L. L. 8' - 3" <br />30 #/SF L. L. 6' - 9" <br />1-3/4"x_0.026" <br />20 #/SF L. L. <br />30 #/SF L. L. <br />1-3/4"x_0.032" <br />20 #/SF L. L. <br />30 #/SF L. L. <br />3"x 0.026" <br />20 II/SF L. L. <br />30 #/SF L. L. <br />3"x_0.032" <br />20 #/SF L. L. 15'- 1" 15'- 2" 15'- 7" 16'- 2" <br />30 #/SF L. L. 12'- 3" 12'- 5" 12'-11" 13'- 8" <br /> <br />1. TOTAL ROOF PANEL WIDTH = ROOM WIDTH PLUS WALL WIDTH IDLUS OVERHANG. <br />2. THE SMALLEST VALUE OF THE WIND LOAD TABLE OR THE L.L. TABLE GOVERNS. <br /> <br />7'- 2" <br />6'- 5" <br />5'-10" <br /> <br />7'- 5" <br />6'- 8" <br />6'- 2" <br /> <br />8'- 2" <br />7'- 6" <br />7'- 1" <br /> <br />9'- 3" <br />8'- 6" <br />7'-11" <br /> <br />8'- 5" <br />7'- 9" <br />7'- 3" <br /> <br />9'- 7" <br />8'- 9" <br />8'- 2" <br /> <br />13'- 8" <br />12'- 5" <br />11 '- 5" <br /> <br />16~- 0" <br />14'- 5" <br />13'- 3" <br /> <br />2' 0_ H. <br /> <br />8'- 1" <br />7'- 0" <br /> <br />9'- 2" <br />7'-10" <br /> <br />8'- 4" <br />7'-11 " <br /> <br />9'- 6" <br />8'- 1" <br /> <br />13'-10" <br />11 '- 6" <br /> <br />14'- 5" <br />13'- 2" <br />12'- 3" <br /> <br />16'- 7" <br />15'- 1" <br />14'- 4" <br /> <br />3' O. H: <br /> <br />14'- 6" <br />12'- 4" <br /> <br />[b@W(f'@[il)@@ @:o ~@[il)[il)@{1np lPo@:o <br />CIVIL ENGINEER AND DEVELOPMENT CONSULTANT <br />P.O. BOX 4369 S. DAYTONA. FLORIDA 32121-4368 <br />PHONE, (904) 767-4774 <br />FAX, (904) 767-6556 <br /> <br />-61- <br /> <br />@ COPYRIGHT, 1995. NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN <br />PERMISSION FROM LAWRENCE E. BENNETT, P.E. <br /> <br />8'- 5" <br />7'- 6" <br />6'-10" <br /> <br />8'- 8" <br />7'- 9" <br />7'- 1" <br /> <br />7'- 5" <br />6'- 8" . <br />6'- 1" <br /> <br />7'- 7" <br />6' -11" <br />6'- 4" <br /> <br />8'- 9" <br />7'-10" <br />7'- 1" <br /> <br />9'- 0" <br />8'- 1" <br />7'- 5" <br /> <br />13' - 1" <br />11' - 9" <br />10'- 8" <br /> <br />13'- 3" <br />11' -11" <br />10'-11" <br /> <br />15'- 6" 15'- 8" <br />13'-10" 14'- 0" <br />12'- 8" 12'-10" <br />BUILDING TYPES <br />NO O. H. l' 0_ H. <br /> <br />7'- 3" <br />6'- 1" <br /> <br />8'- 6" <br />7'- 0" <br /> <br />7'- 4" <br />6'- 0" <br /> <br />7'- 7" <br />6'- 4" <br /> <br />8'- 7'" <br />7'- 0" <br /> <br />8'-10" <br />7'- 4" <br /> <br />13'- 3" <br />10'- 9" <br /> <br />13'- 4" <br />11'- 0" <br /> <br />, <br /> <br />SECTION: 4- <br />PAGE, 4-~9 <br />