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<br />TABLE 1 <br /> <br />MAXIMUM SPANS FOR INDUSTRY STANDARD ALUMINUM <br />COMPOSITE ROOF <br /> <br />PANELS W/3105-H14/H-25 ALUMINUM ALLOY SHEATHING & 1.0# EPS CORE <br /> <br />WIND LOADS <br />CARPORTS, SCREEN & VINYL 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. <br />110 MPH W. L. <br />120 MPH W. L. <br /> <br />ATTACHED ALUMINUM COVERS <br /> <br />..... <br /> <br />15'-4" <br />13'-9" <br />12'-6" <br /> <br />15'-6" <br />13'-11" <br />12'-8" <br /> <br />15'-10" <br />14'-4" <br />13'-2" <br /> <br />16'-6" <br />15'-0" <br />13'-11" <br /> <br />3"x 0.032" <br />100 MPH W. L. 16'-8" 16'-9" 17'-2" 17'-9" <br />110 MPH W, L. 14'-11" 15'-0" 15'-5" 16'-1" <br />120 MPH W. L. 13'-7" 13'-9" 14'-2" 14'-10" <br />4"x 0.026" <br />100 MPH w. L. 15'-8" 15'-10" 16'-2" 16'-10" <br />110 MPH W. L. 14'-0" 14'-2" 14'-7" 15'-3" <br />120 MPH W. L. 12'-10" 13'-0" 13'-5" 14'-2" <br />4"x 0.032" <br />100 MPH w. L. 18'-8" 18'-10" 19'-1" 19'-7" <br />110 MPH W. L. 16'-9" 16'-10" 17'-2" 17'-9" <br />120 MPH W. L. 15'-3" 15'-4" 15'-9" 16'-4" <br />LIVE LOAD (INCLUDES 2 #/SF DEAD LOAD) <br />ALL BUILDING TYPES <br />3"x 0.026" <br />22#/SF 13'-1" 13'-2" 13'-8" 14'-5" <br />32#/SF 10'-10" 11'-0" 11'-6" 12'-5" <br />3"x 0.032" <br />22#/SF 14'-2" 14'-4" 14'-9" 15'-5" <br />32#/SF 11'-9" 11'-11" 12'-5" 13'-2" <br />4"x 0.026" <br />22#/SF 13'-5" 13'-6" 14'-0" 14'-8" <br />32#/SF 11'-1" 11'-3" 11'-9" 12'-7" <br /> <br />4"x 0.032" <br /> <br />22#/SF 15'-11" 16'-0" 16'-5" 17'-0" <br />32#/SF 13'-2" 13'-4" 13'-9" 14'-6" <br /> <br />1. TOTAL ROOF PANEL WIDTH = ROOM WIDTH + WALL WIDTH + OVERHANG. <br />2. THE LESSER SPAN OF WIND LOAD OR LIVE LOAD SHALL GOVERN. <br /> <br />LAWRENCE E. BENNETT, P.E. <br />CIVIL ENGINEER & DEVELOPMENT CONSULTANT <br />P. O. BOX 4368 SOUTH DAYTONA, FL 32121 <br />PHONE 1 (004) 767.4714 <br />FAX # 1 (904) 767-6556 <br /> <br />C COPYRIGHT, 1996 <br />NOT TO BE REPRODUCED IN WHOLE OR IN flIl.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. PE. <br /> <br />3 <br /> <br />48 <br />