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<br />ATTACHED ALUMINUM COVERS <br /> <br /> <br />MAXIMUM SPANS FOR STANDARD ALUMINUM ROOF PANELS <br />OF 3105 H-14 OR H-25 ALLOY <br /> <br />CARPORTS, SCREEN ROOMS, AND OTHER OPEN BUILDINGS <br />NO o. H. l' O. H. 2' O. H. 3' O. H. <br /> <br />I <br /> <br />I BlE 1 <br /> <br />WIND LOADS: <br />O.H. CONDITION <br />l-lM'x 0.026" <br />10C, MPH W. L. <br />11 C> MPH W. L. <br />12:: MPH W. L. <br />l-l/'I"X 0.032" <br />10:: MPH W. L. <br />11 C> MPH W. L. <br />121:> MPH W. L. <br />1-31ij"'x 0.026" <br />1 o:~ MPH W. L. <br />11:, MPHW. L. <br />12: MPH W. L. <br />1-31-1 'x 0.032" <br />10C, MPH W. L. <br />11(, 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 />121:, MPH W. L. <br />3'.x 1:1.032" <br />100 MPH W. L. <br />110 /l,,tPH W. L. <br />120 MPH W. L. <br /> <br />7'-2" <br />6'-5" <br />5'-10" <br /> <br />S'-5" <br />7'-S" <br />6'-10" <br /> <br />7'-5" <br />6'-S" <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 />13'-2" <br />12'-0" <br />11'-0" <br /> <br />LlVI!: LOAD: ALL BUILDING TYPES <br />O.H. CONDITION NO o. H. <br />1-1/.i"x 0.026" <br />20 "SF L. L. 7'-0" <br />30 II'SF L. L. 5'-9" <br />1-1/.1 "X 0.032" <br />20 II, SF L. L. S'-3" <br />30 'SF L. L. S'-9" <br />1-31~, "x 0.026" <br />20 'iSF L. L. 7'--4" <br />30 II/SF L. L. 6'-0" <br />1-31~: "x 0.032" <br />20 I/SF L. L. 8'-r <br />30 I, SF L. L. 7'-0" <br />3"x '11.026" <br />20ttSFL.L. 11'-10" <br />30 Ii SF L. L. 9'--4" <br />3"x'I:I.032" <br />20 ,:SF L. L. 13'-4" <br />30 #/SF L. L. 10'-S" <br /> <br />7'-5" S'-2" <br />6'-S" 7'-S" <br />S'-2" 7'-1" <br />S'-S" 9'-3" <br />7'-g" S'-S" <br />7'-1" 7'-11" <br />7'-r 8'-5" <br />S'-11" 7'-g" <br />S'--4" 7'-3" <br />9'-0" g'-r <br />S'-l" S'-g" <br />7'-5" S'-2" <br />11'-6" 11'-9" <br />10'-5- 10'-9" <br />g'-S" 10'-1" <br />13'-4" 13'-7" <br />12'-1" 12'-5- <br />11'-1- 11'-5" <br />1'0.H. 2'0. H. <br />7'-3- S'-l" <br />S'-l" 7'-0" <br />S'-S" 9'-2" <br />7'-0" 7'-10" <br />7'-7" S'--4" <br />S'--4" 7'-11" <br />S'-lO" g'-S" <br />7'--4" 8'-1" <br />12'-0" 12'-5" <br />9'-6" 9'-11" <br />13'-6" 13'-11" <br />10'-S" 11'-1" <br /> <br />J <br /> <br />12'-3- <br />11'-4" <br />10'-7" <br /> <br />14'-0" <br />12'-10- <br />11'-10" <br /> <br />3'0.H. <br /> <br />J <br /> <br />13'-2- <br />10'-S- <br /> <br />14'-S- <br />11'-10- <br /> <br />1. TOTAL ROOF PANEL WIDTH;: ROOM WIDTH PLUS WALL WIDTH PLUS OVERHANG. <br />2. TilE SMALLEST VALUE OF THE WIND LOAD TABLE OR THE L.L. TABLE GOVERNS. <br /> <br />LAWRENCE E. BENNETT, P.E. <br />CIVIL ENGINEER &: DEVELOPMENT CONSUlXANT <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 />3 <br /> <br />C COP iRIGHT. 1996 <br />NOT Tlr BE REPRODUCED IN WHOLE OR IN fli\RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. P.E. <br /> <br />46 <br />