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<br />ATTACHED ALUMINUM COVERS <br /> <br />TABLE 1 <br /> <br />MAXIMUM SPANS FOR STANDARD ALUMINUM ROOF PANELS <br />OF 3105 H-28 ALLOY <br /> <br />WIND LOADS: CARPORTS, SCREEN ROOMS, AND OTHER OPEN BUILDINGS <br />O.H. CONDITION NO O. H. 1 ' O. H. 2' O. H. 3' O. H. <br />3"x 0.026" <br />100 MPH W. L. 15'-11" 16'-1" 16'-5" 1 7'-0" <br />110 MPH W. L. 14'-3" 14'-5" 14'-1,0" 15'-6" <br />120 MPH W. L. 13'-0" 13'-2" 13'-7" 14'-4" <br />3"x 0.032" <br />100 MPH W. L. 18'-10" 18'-11" 19'-3" 19'-9" <br />110 MPH W. L. 16'-10" 16'-11" 17'--4" 17'-11" <br />120 MPH W. L. 15'--4" 15'-6" 15'-11" 16'-6" <br />LIVE LOAD; ALL BUILDING TYPES <br />O.H.. CONDITION NO O. H. l' O. H. 2' O. H. 3' O. H. <br />3"x 0.026" <br />20 #/SF L. L. 16'-1" 16'-2" 16'-7" 17'-2" <br />30 #/SF L. L. 13'-1" 13'-3" 13'-8" 14'-5" <br />3"x 0.032" <br /> " <br />20 #/SF L. L. 18'--4" 18'-5" 18'-9" 19'-3" <br />30 #/SF L. L. 14'-11" 15'-1" 15'-6" 16'-1" <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 />LAWRENCE E. BENNETT, ".E. <br />CIVIL ENGINEER &; DEVELOPMENT CONSUU"ANT <br /> <br />P. O. BOX 4368 SOUTH DAYTONA, Fl 32121 <br />PHONE 1 (904) 767-4774 <br />FAX' 1 (904) 767-6556 <br /> <br />C COPYRIGHT, 1996 <br />NOT TO BE REPRODUCED IN WHOLE OR IN R\RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P E. <br /> <br />3 <br />47 <br />