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<br />ATTACHED ALUMINUM COVERS <br /> <br />I <br /> <br /> <br />MAX. ROOF BEAM SPANS FOR CA~-PORTS, SCREEN & VINYL ROOMS ': <br />OTHER OPEN STRUCTURES WI SOUD ROOFS 6063 T -6 ALLOY <br /> <br />EXAMPLE: FOR SPAN "L" ON DRAWING USE LOAD WIDTH = "W"/2 + O.H. <br />2"x 4"x 0.050" TILT BEAM: LOAD WIDTH = 14'/2 + 2'O.H. = g' <br />LOAD WITH = g'; LL. @ 22#/SF BEAM SPAN = 7'- 3" <br />BEAM SIZE BEAM SPAN FOR DESIGNATED LOADS <br />BEAM LIVE LOAD WIND LOAD <br />LOAD WIDTH 22#/SF 32#/SF 100 MPH 110 MPH <br />2"x 3"xO.OSO" TILT BEAM OR 2"x 3"xO.OSO" EXTRUSION <br />5' 8'- 1" 6'- 7" 9'- 0" <br />6' 7'- 4" 6'- a" 8'- 3" <br />7' 6'-10" 5'- 6" 7'- 6" <br />8' 6'- 5" 5'- 2" 7'- 2" <br />g' 6'- A" 4'-11" 6'- g" <br />la' S'= 8" 4'- 8" 6'- 5" <br />11' 5'- 5" 4'- 5" 6'- 1" <br />12' _.5'- 2" 4'- 3" 5'-10" <br />2"x 4"x o.OSO"x TILT BEAM <br />. 5' 9'- 9" <br />6' 8'-11" <br />7' 8'- 3" <br />8' 7'- 9" <br />g' EXAMPLE 7' - 3" <br />la' 6'-11" <br />11' 6'- 7" <br />12' 6'- ,3" <br />2"x 4"x 0.044"x 0.120" S.M.B. <br />5' 12'-10" 10'- 5" <br />6' 11'- 8" 9'- 6" <br />7' 10'-10" 8'-10" <br />8' 10'- 1" 8'- 3" <br />g' g'- 6" 7'- g" <br />10' 9'- 1" 7'- 5" <br />11' 8' - 8" 7' - a" <br />12' 8'- 3" 6'- g" <br />2"x 5"x 0.050"x 0.120" S.MB. <br />5' 15'- 2" 12'- 4" <br />6' 13'-10" 11'- J" <br />7' ~ 12'-10.' 10'- 5" <br />8' 12'- 0" 9'- 9" <br />g' 11'- 3" 9'- 2" <br />10' 10'- 8" 8'- g" <br />11' 10'- 3" 8'- 4" <br />12' 9'- g" 8'- 8" <br /> <br />TABLE 2: <br /> <br />8'- 0" <br />7'- 3" <br />6'- 9" <br />6'- 3" <br />5'-11" <br />5'- 7" <br />5'- 4" <br />5'- 0" <br /> <br />1 0' -11" <br />10'- A" <br />9'- 3" <br />8'- 8" <br />8'- 1" <br />7'- 9" <br />7'- 4" <br />7'- 0" <br /> <br />14'- 4" <br />13'- I" <br />12'- 1" <br />11'- 4" <br />10'- 8" <br />10'- 1" <br />g'- 8" <br />9'- 3" <br /> <br />16'-11" <br />15'- 6" <br />14'- 4" <br />13'- 5" <br />12'- 8" <br />12'_ A" <br />11'- 5" <br />10' - 11" <br /> <br />8'- 1" <br />7'- 4" <br />6'-10" <br />6'- 5" <br />6'~ 0" <br />5'- 8" <br />5'- 5" <br />5'- 2" <br /> <br />9'- g" <br />8'-11" <br />8'- .3" <br />7'- g" <br />7'- .3" <br />6'..-1'" <br />6'- 7" <br />6'- 3" <br /> <br />12'-10" <br />11' - 8" <br />10'-10" <br />10' - 1" <br />9'- 6" <br />g'- 1" <br />8'- 8" <br />8'- 3" <br /> <br />lS'- 2" <br />13'-10" <br />12'-10" <br />12'- a" <br />11 '- 3" <br />10'- 8" <br />10'- 3" <br />9'- 9" <br /> <br />.~D <br />; <br /> <br />, i <br />j <br /> <br />~ <br /> <br />120 ~ PH <br />t <br />;tf <br />7'- 5"": <br />6'- 9'.: <br />6'- 3"~i <br />S'-lO"tJ1 <br />5' 6,,~i <br />- ,t <br />5'- 2"1 <br />s'- a" <br /> <br />4'- g"t, <br />~ ! <br />----i ~___ <br />8'-11" ~; <br />8'-. 1" ~! <br />7' - 6111 <br />7' - o,{f; <br />, ~' <br />6'- 8",; <br />6' - ~"[! <br />6' - -O"~ <br />5, g"Il,' <br />-- ~; <br />-L_ <br />11'- j" ~1 <br />~" <br />10'-- 8" ',: <br />9'-11" ;':1 <br />g'- j" iF <br />log <br />B'- 8"~: <br />8'- j"l> . <br />5'-lO"r; , <br />}'- 6'1; <br />13'-10'+- <br />1 2' - 8': ~ <br />11' 8" ~~ <br />.- 1; <br />1 0' -11" !~. <br />10'- 4" f::,' <br />, ! <br />9'- 9"!! <br />g' 4" ri <br />- W <br />8'-11"ID <br />m',: <br />~ , <br />, , <br />'1 <br />~, <br />!i <br />, , <br /> <br />(b&:JWU'@(]i)@@ [3., ~@ij~ ~oC30 <br />CIVIL ENGINEER AND DEVELOPMENT CONSULTANT <br />p_O. BOX 4368 S. DAYTONA, FLORIDA 32121 -4368 <br />PHONE: (904) 767-4174 <br />FAX: (904) 767-6556 <br /> <br />@ COPYRIGHT. 1995 <br /> <br />Nor 10 BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN <br />PEr~MISSION FROM LAWRENCE E. BENNETT, P.E. <br /> <br />-50- <br /> <br />i? <br /> <br />i' <br /> <br />t, <br />.j, <br />." <br /> <br />SE rON; 3 <br /> <br />PA f: 10";'13 <br /> <br />. , <br />.f <br />I <br /> <br />it <br />