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<br />f'~!E!EST ANDIN~ 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' O. H. 2' O. H. 3' O. 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_O. 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 />120 MPH 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. 15'- 6" 15'- 8" <br />110 MPH W. L. 13' -10" 14' - 0" <br />120 MPH W. L. 12'- 8" 12'-10" <br />LIVE LOAD; ALL BUILDING TYPES <br />O.H. CONDITION NO O. H. l' O. H. <br />1-1/4"x_0.026" <br />20 #/SF L. L. <br />30 #/SF L. L. <br />1-1/4"x_0.032" <br />20 #/SF L. L. <br />30 #/SF L. L. <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. 13'- 3" <br />30 #/SF L. L. 10'- g" <br />3"x_0.032" _. <br />20 #/SF L. L. <br />30 #/SF L, L. <br /> <br />r--.. <br /> <br />r---.. <br /> <br />7'- 2" <br />6'- 5" <br />5'-10" <br /> <br />8'- 5" <br />7'- 6" <br />6'-10" <br /> <br />7'- <br />6'- <br />6'- <br /> <br />5" <br />8" . <br />1 " <br /> <br />7'- 5" <br />6'- 8" <br />6'- 2" <br /> <br />8'- 8" <br />7'- 9" <br />7'- 1" <br /> <br />7'- 7" <br />6' -11" <br />6'- 4" <br /> <br />g'- 0" <br />8'- 1" <br />7'- 5" <br /> <br />13'- 3" <br />11' -11" <br />10'-11 " <br /> <br />7'- 3" <br />6'- 1" <br /> <br />8'- 6" <br />7'- 0" <br /> <br />7'- 7" <br />6'- 4" <br /> <br />8'-10" <br />7'- 4" <br /> <br />13'- 4" <br />11'- 0" <br /> <br />15'- 2" <br />12'- 5" <br /> <br />8'- 2" <br />7'- 6" <br />7'- 1" <br /> <br />g'- 3" <br />8'- 6" <br />7' -11" <br /> <br />8'- 5" <br />7'- g" <br />7'- 3" <br /> <br />9'- 7" <br />8'- 9" <br />8'- 2" <br /> <br />1.3'- 8" <br />12'- 5" <br />11'- 5" <br /> <br />161- 0" <br />14'- 5" <br />13'- 3" <br /> <br />2' O. 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 />15'- 7" <br />12'-11 " <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 />16'- 2" <br />13'- 8" <br /> <br />1. TOTAL ROOF PANEL WIDTH = ROOM WIDTH PLUS WALL WIDTH PLUS OVERHANG. <br />2. THE SMALLEST VALUE OF THE WIND LOAD TABLE OR THE L.L. TABLE GOVERNS. <br /> <br />1""". <br /> <br />8'- g" <br />7'-10" <br />7'- 1" <br /> <br />13'- 1" <br />11' - 9" <br />10'- 8" <br /> <br />7'- 0" <br />5'- 9" <br /> <br />8'- 3" <br />6'- 9" <br /> <br />7'- 4" <br />6'- 0" <br /> <br />8'- 7'" <br />7'- 0" <br /> <br />15' - 1" <br />12'- 3" <br /> <br />[h,@W[i'@(]U@@ @:o m@(]U(]U@~~g [Po@:o <br />CIVIL ENGINEER AND DEVELOPMENT CONSULTANT <br />P.O. BOX 4369 S. DAYTONA. FLORIDA :52121-4368 <br />PHONE: (904) 767-4774 <br />FAX: (904) 767-6556 <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 />I <br />~ <br /> <br />-61- <br /> <br />SECTION: ~ <br />PAGE: ~-9 <br />