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<br />w <br />~ 18 <br />o <br />l.D <br />o <br /> <br />:~ 17 <br />to <br />X <br /> <br />to 16 <br />o <br />z <br />(/) <br />::> 15 <br />(f) <br />z <br />::E <br />314 <br />o <br />u <br /> <br />i3 13' <br />w <br />~ <br />~ <br />w <br />CD 12' <br />(f) <br />z <br /><( <br />~11' <br /> <br />::E <br />::> <br />~ 10' <br />x <br /><( <br />:::E <br /> <br />24' 0" <br /> <br />9'- <br /> <br /> -~ "'" ~ <br /> r---.... ft'.9 .... <br />'-O"~ J.,., <br />"'" ~ 0;>< <br />'_0" ~ '" .;>.... ",q -<.:J <br /> "'" ~ .... ........... ~ ~~e <br /> ~ ~OG ~::>. <br />'-0" ,. ............. <br /> ~ 1<.......... ~ ~.9 ........... <br /> ~ ...r 0 ,.., ~.s: '.tJ::) ~ ........ <br />, -0" <br /> ~ -<...r ; ~ -- ~ <br />'-0" ~ ~ ~ <br />~ ~ rB " ~ <br /> ~ ~ <br />'-0" " IN.... - <br /> "'" .<.... ~-.J f. r-. --- <br /> ~ ;>.... -.....; , <br /> .......~O In t---..... <br />'-0" .............. ~ .............. <br /> ............... <br /> ~ .. l~S <br />'-0" ~6"" ............. ~ 1', <br /> ~ 1.06 ............ K <br /> ~ ~ ~ <br />'-0" ....: l...:r~ <br /> ~ ~ --........... ---- <br /> ---- <br />, -0" ............... -- <br /> ~ -- <br /> ~ <br />-0" ') '" r--- <br /> ~ .... -... ~ <br /> ...rOO ~ <br />-0" ~ t.c1 <br /> ...... ~ ~O <br /> S~ "S <br /> .0" <br /> - <br /> It <br />-0" '")" --.... l.D I: <br />~ '" ---- ...., <br /> )(0 ( ~ ~ I <br /> .... <br /> ~ So r--:: .... <br /> . ..... ~.... <br />0" ----- '~l.. r", _-2", (p <br /> ~ --- FOR: B , H eONST OF eEN Fl A <br />0" -- 100:>Do; Mn~~T~ BRIDGE:' ROAD <br /> --- ZEPHYRHILLS. FLORIDA 335~3 <br /> - 900-224-1206 FAX,(813) 715-&585 <br /> I n.... 1__ .... ~ ......~ ~. 2lXI1 <br />0" n...... ...... ea.... Ch."wr 16 <br /> <br />I <br />8 9// <br /> <br />23 <br /> <br />22 <br /> <br />~ <br />:c <br />~ 21 <br />w <br />:c <br />x <br />~ 20 <br /> <br />o <br />.1 19 <br />IL) <br /> <br />19 J. // <br /> <br />I (' <br />17/D <br /> <br />f <br />;3 10 <br /> <br />~ <br /> <br />I II <br />/2 J <br /> <br />8'- <br /> <br />7'_ <br /> <br />l.D <br />I <br />l.D <br /> <br />(1l <br /> <br />l.D <br />I <br />..... <br /> <br />l.D <br />I <br />DO <br /> <br />10 <br />I <br />at <br /> <br />........ .1~_ NP.>l <br /> <br />rrr~4 <br /> <br />o <br /> <br /> <br />l.D <br /> <br />..... <br /> <br />DO <br /> <br />MAXIMUM TRIBUTARY WIDTHS OF BEAMS <br />EDGE BEAMS AND CENTER BEAMS <br />BEAM SPAN CURVES - 110 MPH WIND VELOCITY <br /> <br />LEONARD G. 'GEDFF' VOOD <br />ENGINEER <br />Ll'Onllrd G. "'ooa, P.L 1147377 <br />403~ Thl' Fl'nw!loY <br />Mulkll.rry, Florlall 338&0 <br />Tl'll'phonI'/FllX (863) 6~6-55!7 <br />Moblll' (863) 287-7073 <br />