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<br />pi 5- <br /> <br />:::E <br />:J <br />~10'-0" '"l,. <br />X ....:::... ~4'j " <br />~ -.......... )(0. C S <br />9' 0" ~ 0 I.... <br />- I--- '~L. 1" <br />~I---- <br />'--- <br /> <br />"'" <br />, " "' ~"Y. <br />24 -0 ~ " ~ l/ <br />. ,~<, ~ <br />: , >(9" ~..J <br />,,," l.. <br />23 -0 ~ ""'" ~ 0.>< "~ <br />'.. ,,"";; " ~ :--t <~ _ i'--... <br />\: 22 -0 "~ ~o.C>" "~~""6' .. ---~"--- <br />'::2 21 '-0" <br />W "" <'.1 .....~...,...< > -........... <br />I '~'>~.II.~.]9' " <br />X ...........JrO"............S,~b -.................... <br /><: 20' -0" <br />~ .............. V( <. ................. ........1"---. <br />..........~. /.~~ " I --""""1"---. J <br />o ...............~ $ f'\ ............ ! --.... ~ J 'J <br />.' 19'-0" ~O> ~~ '. <br />: ~,,-. r~\ ~. /A,_ 1---.... <br />; 18'-0" ........,t!'~>:, ---.......~ ---..::~ ---I~ ~ <br />~. \ ............... JrO f'\ . "" ......... <br />; 17'-0" ~ < '" ""-.:.~11 J: '" "- <br />; ~ ~6" ~ '- $ \, '" <br />o 16'-0" ~)'080 "~\ <br />~ . " ~~-- ~ <br />, 5 - 0 ~~ ~~ ............... <br />~ I ~ ~___ <br />~ ..........---- <br />~ 14' 0" ______I\- -- I ',,' <br /> <br />z 3' 0" '"lh ........... <br />t:j 1 - , :J( 4. ~, <br />~ ,,~. O~~ <br />~ 12'-0" ....... ''''1". "0 . <br />~ ~~SI(S <br />Bill' -a" <br />~------ <br />t---.. <br /> <br />~,;~~. <br /> <br />~ <br /> <br />"'~ <br />~n~" <br /> <br />8'-0" <br /> <br />. <br />~.. w <br />--..... i-. __ e ~ I <br />-- --- .... ..- <br />~___ ..- .... 5" "r <br /> <br />IhMi 7., ~'1 --- <br />[[P&!.:~~~~ ~LA <br />--- .~ <br />- 8llO-224-12ll6 F"Al(,{A1~ 71!5~~~ <br /> <br />. <br />CD <br /> <br />N <br /> <br />0'1 <br /> <br />to <br />I <br />. <br />0'1 <br /> <br />-------- <br />=--..:'~~~~ <br /> <br />7'-0" <br /> <br />c.o <br /> <br />(0 <br />I <br />to <br /> <br />,..... <br /> <br />c.o <br />I <br />,..... <br /> <br />co <br /> <br />(0 <br />I <br />co <br /> <br />rl:Jift/llh <br /> <br />....EONARD G. 'GEOFF' W'OOD <br />ENGINEER <br />L~onord G. ....ood. P.E:. 147377 <br /><403<4 T~ F"~mro.y <br />Hul~y. F"lorldo. 33860 <br />.T~l.~lfo.x (863) 6<46-5517 <br />HObk. (863) 287-7073 <br /> <br />MAXIMUM TRIBUTARY WIDTHS OF BEAMS <br />EDGE BEAMS AND CENTER BEAMS <br />BEAM SPAN CURVES - 110 MPH WIND VELOCITY <br />. . <br />