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<br />--'"__~"~,*,,,,,..,t"-~.;l: _~- <br /> <br /> <br />'"'-"- <br /> <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 /> <br />O.H. CONDITION <br />3"x 0.026" <br />100 MPH W. L. <br />110 MPH W. L. <br />120 MPH W. L. <br /> <br />3"x 0.03?" <br />100 MPH W. L. <br />110MPHW.L. <br />120 MPH W. L. <br /> <br />NO O. H. <br /> <br />15'-11" <br />14'-3" <br />13'-0" <br /> <br />18'-10" <br />16'-10" <br />15'-4" <br /> <br />LIVE LOAD; ALL BUILDING TYPES <br /> <br />O.H. CONDITION NO O. H. <br />3"x 0.026" <br />20 #/SF L. L. 16'-1" <br />30 #/SF L. L. 13'-1" <br /> <br />l' O. H. <br /> <br />2'0. H. <br /> <br />3'0. H. <br /> <br />17'-0" <br />15'-6" <br />14'-4" <br /> <br />19'-9" <br />17'-11" <br />'16'-6" <br /> <br />3'0.H. <br /> <br />17'-2" <br />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 L.L. TABLE GOVERNS. <br /> <br />16'-1" <br />14'-5" <br />13'-2" <br /> <br />16'-5" <br />14'-10" <br />13'-7" <br /> <br />18'-11" <br />16'-11" <br />15'-6" <br /> <br />19'-3" <br />17'-4" <br />15'-11" <br /> <br />LAWRENCE E. BENNETT, P.E. <br />CIVIL ENGINEER & DEVELOPMENT CONSUITANT <br /> <br />PO. BOX 4368 SOUTH DAYTONA, FL 32121 <br />PHONE 1 (904) 767-4774 <br />FAX # 1 (904) 767-6556 <br /> <br />l' O. H. <br /> <br />2'0. H. <br /> <br />16'-2" <br />13'-3" <br /> <br />16'-7" <br />13'-8" <br /> <br />C COPYRIGHT, 1996 <br />NOT TO BE REPRODUCED IN WHOLE OR IN fl\RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. PE. <br /> <br />3 <br />47 <br />