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<br />AtTAcHED AlUMINUM COVEIlS <br /> <br />TABLE 1 <br /> <br />MAXIMUM SPANs Fon sTANoAnb ALUMINUM ROOF pANels <br />OF 3105 H-28 ALLoy <br /> <br />WIND LOADS: CARPORTS. SCREEN ROOMS, AND OTl-tER OPEN BUILDINGS <br /> <br />O.H. CONDITiON No o. It. l' O. H. 2'0. H. 3'0. H. <br />3"x 0.026" (~~'-~D <br />100 MPH W L. 15'-11" 16'-5" 11'-0" <br />110 MPI/ W L. 14'--3" 14'-5" 14'-10" 15'-6" <br />120 MPI/ W L. 13'-0" 13'-2" 13'-7" 14'-4" <br />3"x 0.032" <br />100 MPI/ W L. 10'-10" ~~~ 19'-3" 19'-9" <br />110 MPH W L. 16'-10" 16'-11" 1 l' -4" IT-II" <br />120 MPH W. L. 15'--4" 15'--6" 15'-11" 16'-6" <br />LIVE LOAD; ALL BUILtJlNG TYPES <br />oJ-I. CONOITION No o. fi, l' o. H. 2'0. H. 3'0. U. <br />3"x 0.026" <br />20 "/SF L. L. 16',-- I" 16'--2" 16'-7" 17'--2" <br />30 If/SF L. L, 13'--1" 13'-3" 13'-0" 14'-5" <br />3"x 0.032" <br />20 II/SF L. L. 10'---4" 10'-5" 10'-9" 19'-3" <br />30 II/sr L. L. 14'-11" 15'-1" 15'-6" 16'-1" <br /> <br />1, TOTAL Roar PANEL WIDTII = nOOM WIDTH PLUS WALL WIDTH PLUS OVERHANG, <br />2. TI IE SMALLEST VALUE OF' 'IE WIND LOAD TABLE on lIIE LL TA~lE GOVERNS, <br /> <br />LAwtHmcE l!:. lh~NN1~'''T, .>.E. <br />nVIl. ENGINEER A DEVELorMENT CONSlfU^"lT <br />r. O.130X 4368 SOUllI DAYTONA. rL 32121 <br />rIlO"E 1 (90~) 767,H74 <br />r.x' , (90~) 767,6[,56 <br /> <br /><<) COPYl11GIH. 1996 <br />NOT 10 BE nEPnODUCEU IN WIlO! r on IN rr-n r WI" IOU I wnlll EN PEnMISSION Hl0M lAwnENCE E. BENNETT, PE. <br /> <br />3 <br />47 <br /> <br />",r . I. .. <br />