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<br /> ,i <br /> .. <br /> .. " <br /> ..A. Tr ACHED ALUMINUM COVERS ! <br />'.. .. <br />, . , TABLE 1 : MAXIMUM SPANS fOR STANDARD ROOF , <br /> ALUMINUM PANELS OF ~ J <br /> 3105 H-14 OR H-2S ALLOY ! <br /> WINO LOADS: CARPORTS, SCREEN ROOMS, AND OTHER OPEN BUILDINGS i <br /> ; . <br /> O.H. CONDITION NO O. H. I' O. H 2' O. H. 3' O. H. <br /> 1-1/4")(_0.026" - - , <br /> 100 MPH W. L. 7'- 2'; 7'- 5" 8'- 2" --- . ~ <br /> 110 MPH W. l. 6'- S" 6'- 8" 7'- 6" --- , <br /> 120 MPH W. L. 5'-10" 6'- 2" 7'- 1 .. r' <br /> --- fi <br /> 1-1/4"x_o.0.3.2~ f !. <br /> 100 MPH W. L- 8'- S" 8'- 8" g'- 3" --- , <br /> 110 MPH W. L. 7'- 6" 7'- g" 8'- 6" --- 'f <br /> 120 MPH W. L. 6'-10" 7'- 1" 7'-11" .i <br /> --- <br /> 1-3/4"X_O,026" ~ ; <br /> - <br /> 100 MPH W. L. 7'- 5" 7'- 7" 8'- 5" --- f( <br /> 110 MPH W. l. 6'- 8" 6'-11" 7'- g" --- . ~-' <br /> 120 MPH W. l. 6'- 1 " 6'- 4" 7'- 3" :~ <br /> --- , <br /> 1-3/4"x_0.032" _ , <br /> , I. <br /> ; <br /> 100 MPH W, L. 8'- g" g'- 0" 9'- 7" --- .. <br /> 110 MPH W. L. 7'-10" 8'- 1 " 8'- g" -, .il <br /> --- <br /> 120 MPH W. L. 7'- 1 .. 7'- 5" 8'- 2" --- r; <br /> 3"x_O.02S" - J' ~ <br />- 100 MPH W. l. 13'- 1" 13'- 3" 13'- 8" 14'- 5" , <br /> .110 MPH 11' - g" 11' -11" 12'- 5" 13'- 2" ; . <br /> W. L. i! <br /> . ~ <br /> 120 MPH W. L. 10'- 8" 10'-11" 11'- 5" 12'- ,3" <br /> ,3"x_0.032" W <br /> 100 MPH W. L. 15'- 6" 15'- 8" 16'- 0" 16'- 7" ~ <br /> ., <br /> 110 MPH W. L. 13'-10" 14' - 0" 14'- 5" 15'- I" " <br /> . . <br /> 120 MPH W. L. 12'- 8" 12'-10" 13'- 3" 14'- 4" if <br /> LIVE LOAD; ALL BUILDING TYPES ~. <br /> O.H. CONDITION NO O. H. " O. H. 2' O. H. 3' O. H. ;.. <br /> . , <br /> 1-1/4"x,-0.026" 8'- -- i~ <br /> 20 #/SF L. L. 7'- 0" 7'- 3" 1" --- <br /> ,]0 #/SF L. L 5'-- 9" 6'- 1 " 7'- 0" --- if <br /> ',' <br /> 1-1/4"x_0.032" .f <br /> 20 #/SF L. l. 8'- 3" 8'- 6M g'- 2" --- !r. <br /> 30 #/SF l. L. 6'- g" 7'- 0" 7'-10" --- <br /> 1-3/4"x_0.026" m <br /> 20 #/SF L. L. 7'- 4" 7'- 7" 8'- 4" --- N <br /> 30 #/SF L. L. 6'- 0" 6'- 4" 7'-11 " --- c./ <br /> 1-3/4"x_O.032" - ,~ <br /> 20 #/SF L. L. 8'- 7" 8'-10" 9'- 6" t <br /> --- " <br /> 30 #/SF L. L. 7'- A" 7'- 4" 8'- 1" --- Ii <br /> }"x_0.026" ti <br /> 20 #/SF L. L. 13'- 3" 13'- 4" 13'-10" 14'- 6" I ~ <br /> 30 #/SF l. L. 10'- 9" 11'- 0" 1"- 6" 12'- 4" ., <br /> 3"x_0.032" 1 <br /> 20 #/SF L. L. 15'- 1 .. 15'- 2" 15'- 7" 16'- 2" <br /> 30 #/SF l. L. 12'- 3" 12'- 5" 12'-11" 13'- 8" i <br /> ! <br /> , <br /> - , <br />1. TOTAL ROOF PANEL WIDTH = ROOM WIDTH PLUS WALL WI D TH PLUS OVERHAN( .. <br />2. THE SM ALLES T VALUE OF THE WINO LOAD TABLE OR THE l.L TABLE GOVERN <br /> @@OOOD@iIDg ! <br /> [b&}WD'@ffi)@@ l3a fP& l ~ <br /> CIVIL ENGINEER AND DEVELOPMENT CONSULTANT ~ ! <br /> P.O. BOx 4J6a S. DAYTONA. FLORIDA 32121-4368 ~ <br /> PHONE, (904) 767-4774 <br /> FAX: (904) 767-6:556 . ~ <br /> SEe . ioN: 3 <br />@ COPYRIGH T. 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WI THaUT WRITTEN <br /> PE:RMISSION FROM LAWRENCE E. BENNETT. P.E. PA~ I 8-13 <br /> . <br /> , ~, <br /> . ~.' <br /> L <br /> <br />-48- <br />