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<br />ATTAcHED ALUMINUM coVEll9 <br /> <br />I <br /> <br />TABLE 1 <br /> <br />MAXIMUM SPANS FOR STANDARD ALtJMINUM ROOF pANelS <br />OF 3105 H-28 AllOY <br /> <br />WIND LOADS: CARPORTS, SCREEN ROOMS, AND OTHER OPEN BUllOINGS <br /> <br />o.H. CONDITION NO O.H. l' o. H. 2'0. 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'-10" 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" G!a:=-"1V 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. 2'0. H. 3'o.H. <br />3"x 0.026" <br />20 ff/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 /> <br />3"x 0.032" <br />20 II/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 /> <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 />LAwnENCE E. bENNEtT, r.t:. <br />Clvll. ENGINEER" OEvEtorMENT CONSULTANT <br />P. o. BOX 4368 SOUTH DAYTONA. FL 32121 <br />PllONe 1 (904) 767.4774 <br />rAX' , (904) 767-6556 <br /> <br />C COPYRIGHT, 1996 <br />NOT 10 BE REPRODUCED IN WHOLE OR IN Fr\RT WllHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. P.E. <br /> <br />3 <br />47 <br /> <br />i:, <br /> <br />r~. . <br />;.: <br />~ <br />r. <br />I <br />C <br /> <br />~. ~. <br />!'"/ <br /> <br />! <br /> <br />,. <br />I <br />i" <br />f <br />L <br /> <br />i <br />:, <br /> <br />I <br /> <br /> <br />.' <br /> <br />./. . <br />