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<br />ATTACHED ALUMINUM COVERS <br /> <br />MAXIMUM SPANS FOR STANDARD ALUMINUM ROOF PANELS <br />OF 3105 H-14 OR H-25 ALLOY <br />CARPORTS, SCREEN ROOMS, AND OTHER OPEN BUILDINCS <br />NO O.H. 1'O.H. 2'O.H. 3'O.H. <br /> <br /> <br />WIND LOADS: <br />O.H, CONDITION <br />1"1/4 'x 0.026" <br />10., MPH W. L. <br />1 1 ( , MPH W. L. <br />12~ MPH W. L. <br />l-l/oIl 'x 0.032" <br />101 MPH W. L. <br />114 MPH W. L. <br />124 MPH \V. L. <br />1-3/~ 'x 0.026" <br />101 MPH W. L. <br />111 MPH W. L. <br />121 MPH W. L. <br />1-31~ 'x 0.032" <br />101, MPH W. L. <br />111 i MPH W. L. <br />12'.' MPH W. L. <br />3"x ',1.026" <br />1 0" MPH W. L. <br />11 MPH W. L. <br />12'. MPH W. L. <br />3"x ".032" <br />100 ,.tPH W. L. 13'-2" <br />110 I',I\PH W. L. 12'-0" <br />120 IAPH W. L. 11 '-0" <br /> <br />LIV 1:: lOAD: ALL BUILDING TYPES <br />O.H CONDITION NO O. H. <br />l-l/.I'x 0.026" <br />20 Ij'SF L. L. <br />30 II 'SF L. L. <br />1-1/'i'x 0.032" <br />20 II/SF L. L. <br />30 /I,'SF L. L. <br />1-3/.,,, 'x 0.026" <br />20 1l'3F L. L. <br />30 II SF L. L. <br />1-3/"1 "X 0.032" <br />20 #/SF L. L. <br />30 jI/3F L. L. <br />3"x u.026" <br />20 jI/SF L. L. <br />30 AiISF L. L. <br />3"x U.032" <br />20 .liSF L. L. <br />30 II/SF L. L. <br /> <br />7'-2" <br />6'-5" <br />5'-10" <br /> <br />8'-5" <br />7'-6" <br />6'-10" <br /> <br />7'-5" <br />6'-8" <br />6'-1" <br /> <br />8'-9" <br />7'-10" <br />7'-1' <br /> <br />11'-5" <br />10'-3' <br />9'-6" <br /> <br />7'-0" <br />5'-9" <br /> <br />8'-3" <br />6'-9" <br /> <br />7'-4" <br />6'-0' <br /> <br />8'-7" <br />7'-0" <br /> <br />11'-10" <br />9'-4" <br /> <br />13'-4" <br />10'-6" <br /> <br />/ <br />.---./ <br /> <br />7'-5' 8'-2" <br />s'-a' 7'-6" <br />6'-2" 7'-1" <br />8'-8' 9'-3" <br />7'-9" 8'-6' <br />7'-1" 7'-11" <br />7'-7" 8'-5' <br />6'-11" 7'-9" <br />6'-4" 7'-3" <br />9'-0" 9'-7" <br />a'-l" a'-s" <br />7'-5" 8'-2" <br />11'-6" 11'-9" <br />10'-5" 10'-9" <br />9'-a" 10'-1" <br />13'-4" 13'-7" <br />12'-1" 12'-5' <br />11'-1' 11'-5" <br />1'O.H. 2'0. H. <br />7'-3" a'-l" <br />6'-1" 7'-0. <br />8'-6" 9'-2" <br />7'-0" 7'-10" <br />7'-7" a'-4" <br />6'-4" 7'-11" <br />8'-10" 9'-6" <br />7'-4" 8'-1" <br />12'-0" 12'-5" <br />9'-6" 9'-11" <br />13'-6" 13'-11" <br />1 0'-8" 11'-1" <br /> <br />12'-3" <br />11'-4" <br />10'-7" <br /> <br />14'-0" <br />12'-10' <br />11'-10' <br /> <br />3'O.H. <br /> <br />~-j <br /> <br />13'-2' <br />10'-8" <br /> <br />14'-8' <br />11'-10' <br /> <br />1. TDTAL ROOF PANEL WIDTH = ROOM WIDTH PLUS WALL WIDTH PLUS OVERHANG. <br />2. TrlE SMALLEST VALUE OF THE WIND LOAD TABLE OR THE L.L. TABLE GOVERNS. <br /> <br /> <br />LAWRENCE E. BENNETI', P.E. <br />CIVIL ENGINEER 4< DEVELOPMENT CONSUlTANT <br />P. O. BOX 4368 SOUTH DAYTONA, FL 32121 <br />PHONE 1 (904) 767.4774 <br />FAX . 1 (904) 767.6556 <br /> <br />" . <br />------- <br /> <br />o eOI'fRIGHT, 1996 <br />NOT 1 iJ BE REPRODUCED IN WHOLE OR IN FART WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. P.E. <br /> <br />46 <br /> <br />01>, <br /> <br />., <br />'" <br />