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<br />, TABLE 1 <br /> <br />ATTACHED ALUMINUM COVERS <br /> <br />'- <br /> <br />MAXIMUM SPANS FOR STANDARD ALUMINUM ROOF PANELS <br />OF 3105 H-28 AllOY <br /> <br />, . <br />WIND LOADS: CARPORTS, SCREEN ROOMS, AND OTHER OPEN BUILDINGS <br /> <br />O.H. CONDITION NO O. H. l' O. H. 2' O. H. 3' O. H. <br />3"x 0.026" <br />100 MPH W. L. 15'-11" 16'-1" 16'-5" 17'-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 ii/SF L. l. 16'-1" 16'-2" 16'-7" 17'-2" <br />30 itlSF L. L. 13'-1" 13'-3" 13'-8" 14'-5" <br />3"x 0.032" <br /> ..... <br />20 it/SF L. L. 18'-4" 18'-5" 18'-9" 19'-3" <br />30 it/SF L. L. 14'-11" 15'-f' 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 />~ <br />) <br /> <br />LAWRENCE E. BENNETT, P.E. <br />CIVIL. ENGINEER" llUVELOI'MENT CONSUU;o.NT <br />P. 0, BOX 4368 SOUTH DAYTONA. FL 32121 <br />PHONE 1 (004) 767'4774 <br />fAX , 1 (004) 767.6556 <br /> <br />o COPYRIGHT. 1996 <br />NOT TO BE REPRODUCED IN WHOLE OA IN At.AT WITHOUT WRITTEN PERMISSION fROM LAWRENCE E. BENNETT, P.r:. <br /> <br />3 <br />47 <br />