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<br />A1'TAcHED AlUMINUM COVells <br /> <br />TABLE 1 <br /> <br />MAXIMUM SPANs FOR STANDARb AluMINUM ROOF pANels <br />OF 3105 H-28 ALlOY <br /> <br />WIND LOADS: CARPORTS, SCREEN J:100MS, AND OTHEJ:1 OPEN BUilDINGS <br /> <br />O.H. CONDITIoN No o. H. l' o. H. 2'0. H. 3'0. H. <br />3"x 0.026" ~6'_17:~ <br />100 MPH w. L. 15'-11" 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" 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 />OJ-I. CONDiTION No O. H. l' O. H. 2'0. H. 3'0. 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 /> <br />3"x 0.032" <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 /> <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 LL TAB.tE GOVERNS. <br /> <br />LAWn.ENCE E. bENNli;tT, f).E. <br />CIVIL ENGINEER "- OEVELOrMfNf CONSULTANT <br />PO. BOX 4368 SOUTH DAYTONA. Fl 32121 <br />PIIONE 1 (904) 767,4774 <br />FAX f t (904) 767.6556 <br /> <br />C COPYRIGHT. 1996 <br />NOT 10 BE REPRODUCED IN WHOLE OR IN I1\R r WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. PI:. <br /> <br />3 <br />47 <br /> <br />t, , <br />