Laserfiche WebLink
<br />"- <br /> <br />-~~t-- <br />W -I - <br />I <br />I <br />I <br />I <br />, <br />I <br />I <br />I <br /> <br />- <br />'"\ <br />'-../ <br />\ <br /> <br />~. <br />m <br /> <br /> <br />-ucl <br /> <br />> <br />:c <br /> <br />~ <br />>> <br />:Ii>> <br />::\.l <br />D <br />T.I <br />::>> <br />::\.l <br />. <br />... <br /> <br />D <br />D <br />> <br />o <br />z: <br /> <br />- <br />.... <br />.1- <br /> <br />Cl <br />)l <br />U <br /> <br />~ <br />, <br />.1- <br />3 <br />x <br />, <br />I <br />< <br />D <br />- <br /> <br />- <br />.1- <br />.u <br />...J <br />- <br /> <br />:::> <br />:.> <br />;Q <br />~ <br />~ <br /> <br />.... <br />::\.l <br />X) <br />... <br />- <br />x <br />< <br />ii!: <br />z: <br />.u <br />...J <br />- <br />.... <br />a> <br />..... <br />lJ:) <br />~ <br />e <br />- <br />Cl3 <br />..... <br />IlCS <br />a <br />- <br /> <br />.. <br />:!) <br /> <br />~ <br /> <br />V <br />/ <br /> <br />40'-0" <br /> <br />/ <br />/ <br /> <br />1/ <br />/ <br /> <br />1.7 -B I <br /> <br />4' -0' <br /> <br />/ <br />/ <br /> <br />:2 -4" <br /> <br />I <br /> <br />I <br /> <br />A6GE /~OGp2D C1AB~~ <br /> <br /> SIMPSON <br />TRUSS JOINT UPL 1FT CONN. FASTENERSu <br />TYPE LOCATION ( L BS) CONNECTION QTY. CAPACITY PER CONN. <br />NOTE: ALL OTHER TRUSS BRG. CONNECTIONS ARE SIMPSON META20 OR EQUAL <br />FOR MASONRY: SIMPSON !-l10 FOR FRAME: . HUS26 FOR HUNG TRUSSES <br />ON GIRDERS UNLESS OTHERWISE NOTED. <br />TI-IESE TRUSS UPLIFT VALUES ARE LESS T!-lAN CONNECTION CAPACITY. <br />MASONRY META20 1 \500 14-10d X lV2' <br />TIMBER 1-110 1 850 ho-8d X 11/2' <br />HUNG HUS26 1 1286 20-10d X 3' <br /> <br /> <br />~ <br /> <br />BI (\11 ri r <br />-U lA...(.A <br /> <br /> U5P <br />TRUSS JOINT UPL 1FT CONN. FASTENERSu <br />TYPE LOCATION ( LBS) CONNECTION QTY. CAPACITY PER CONN. <br />NOTE: ALL OT!-lER TRUSS BRG. CONNECTIONS ARE USP !-IT A20-18 OR EQUAL <br />FOR MASONRY: USP !-lC10 FOR FRAME: . THD26 FOR !-lUNG TRUeeES <br />ON GIRDERS UNLESS OTHERWISE NOTED. <br />THESE TRUSS UPLIFT VALUES ARE LESS THAN CONNECTION CAPACITY. <br />MASONRY !-IT A20-18 1 1500 14-10d X lV2' <br />TIMBER HC10 1 ~S0 18-10d X lV2' <br />HUNG THD26 1 \520 18-1bd X 3V2' <br /> <br />- <br />o <br />\ <br /> <br />Double connectore to be placed dlagona II~ to each other. <br />Do not drIve nalle through the tru5e plate on the oppoelte elde of the tru55 <br />which could force the plate off the tru5e. <br />fU Mounted vertlcall~ <br /> <br />ff <br /> <br />\'-- <br />u\ <br /> <br />LA TEST DATE: IN PROCESS <br />REVISION DATE : DESCRIPTION : <br />09/16/04 <br /> <br /> <br />STRONGBACKS REQUIR <br />DUE TO DE~LECTION <br />DIFFERENTIAL <br />(SEE STRONGBACK LETTER <br />IN ENG, PACK) <br /> <br />U] <br />~ <br />o <br />~ <br />~ <br />~ <br />:> <br /> <br /> <br />A2 <br /> <br />'~ <br /> <br />~c <br /> <br />, <br /> <br />B: -0' ClC1 <br /> <br /> <br />A3 <br /> <br />;::(1 <br />U <br /> <br />I c.... C <br /> <br />o <br /><{ <br /> <br /> ~ <br /> - <br /> - <br /> '0;) <br /> \ <br /> !0\ <br /> - <br />~ 8 0 <br /> \ <br />----" - - <br />u 0 '0;) <br />'0;) CO <br />\ <br />- --" <br />~ ~ <br /> =- <br /> \..L\ <br /> \.'W <br /> ::z <br /> o.L. <br /> /YJ - <br /> 0 <br /> \ <br /> T <br /> ~ f'0 ~ f'0 't <br /> ~ --, --, --, <br /> U w U y <br /> <br /> <br /> <br />DROp:J:::D CADt::: A 11 GE <br /> <br /> <br />B3GE t/\Opp~t/ GAB....::: <br /> <br />;9'A' <br /> <br /> <br /> <br />:J ....UMl3 C~/ <br /> <br />6'-2" <br /> <br />l' -4" <br /> <br /> <br />ff <br /> <br />4'-6 I <br /> <br />} 10-/2" <br /> <br />n ~ n <br />J J J <br />() w () <br /> <br /> <br />ROOF PLAN <br /> <br />6~" "6~ <br /> <br />2'~ , <br />B <br /> <br />SCALE: 1/4" = 1'-0" <br /> <br />5'-6" <br /> <br /> <br /> <br />o <br /> <br />o <br /> <br />~ .7 <br />12 <br /> <br />STEPPES <br />ADDI L 2 <br />PLYWOOD <br /> <br />1 / 4 II FOR <br />& RIBBONS <br /> <br />A'fTENrfrON! <br />4~ <br />DON'T LIFT SINGLE TRUSSES <br />WITH SPANS LONGER THAN <br />30' BY THE PEAK <br />CONSULT HIB-91 <br /> <br /> <br /> <br />30' Span <br /> <br />REFER TO HIB-91 <br />Truss must be set this way if crane used, <br />Truss is an example, your truss may not match, <br />Insist crane operator sets truss thiS way, <br /> <br />o 5AMUEL A. GREEN6ERG, F.E. i3424:; <br />o T~U"'" H. ~U'rNH, F E. ~0122 <br />o IRWIN J. 6ENoON, FE. -4<:31:;8 <br />o All A66A5 ~AKIM, P E. "So 180 <br /> <br />TO M: BEST Gf me cmlNEER'S 00llEIX:R: AND !3ELIEF, me <br />S~ Pl..A'-l$ AND 5FfCflCATICNO ca1Fl.. 'T' UJIn-l me <br />FLORIDA 6UILDm CODE, 5ECTICN lQ~ ~ 12~ M.PJ.t 3 5ECOO <br />CIUOT, ~ '8' WIND ZO'-f (200l EDITICW. <br /> <br />n-l15 DRAWm AND DESI6N 15 vALID ~ 12I'1Ct1M AFTER me <br />DATE 15 SIGNED AND 5EPilD. <br /> <br />SICffi) AND OEALED ~ me SmJ;11JRAL PORTICN Cf 11115 <br />DRAWm ()l'T', <br /> <br />ROOF FRAMING NOTE5: <br />l. 5EE 5HEl::T 53.1 FOR 5HINGLE INFORMATION <br />AND IN5TALLATION IN5TRUCTION5 <br /> <br />~ '<t <br />l[) <br /> <br />a~ <br />c'~ <br />EJcJ <br />tJ <br /> <br />~ ~ <br />U~~ <br />~OC <br />~ <br />~ <br />OO~ <br />\J I N <br /> <br />./ <br /> <br /> N <br /> reO <br /> U)01 <br /> ~\S) '" <br /> '" <br />()~ ,01 ~8 <br />~U) N <br />Q~ ...;, <br /> "- . <br />~"" d~ <br />U~' O~ U <br />-leO z'" <br /> Cl"- <br />IL'- Q\Ol <br />(j)- , I Obi <br /> ~o <br />ZOC ::rX ~~ <br />ill l)~ ~~ <br /><{~ ~IL ~ ~iE <br />W in ~~ <br />(fi 't ife5 <br />O~ 0 .. z~ <br />-l\S) (fi ~o= <br />-l\S) <..> <br />W "'0 <br />0- ",8 <br />G..~ ~~ <br /> ~U) 11>>- <br /> ,'t ~:l <br /> ~\S) ~G <br /> o~ <br /> ~" ~'" <br /> 't~ t3~ <br /> (1') eO ~~ <br /> '- <br /> X, g~ <br /> Ow biz <br /> {fiz ",,,, <br /> ",a <br /> ,0 9 <br /> Q::r <br /> (UL <br /> <br /> <br /> <br />~ <br />~ <br />@ <br />CJ <br />P <br />~ <br />d <br />2) <br />@ <br />d <br />~ <br />@ <br />~ <br />~ <br />@S <br />~ <br /> <br />~ ~ ~ ~ .. <br />[!!, <br />~ ~ ~ rW .. <br />~ <br />(@ ~ <br />@IJ ~ [J::J <br />rw rw ~ lTV @ <br />\? ~ ~ 0>> @iJ <br /> <br /> CD <br /> ~ <br /> @5 <br /> I? <br /> ~ <br />CD @ <br />CD [!!] CD tEl <br />[!!] <br />~~ @5 8 dl <br />[!!] @ ~ <br />~ @5 ~ @5 I? <br />~ ~ @ @ @ <br />~~ @ @, I? <br /> <br />DATE : <br />05-1l5-02 <br />SCALE : <br />AS NOTED <br />DRAWN BY : <br />[8~LL VANCE <br />AUTOCAD ~LE NAME <br />11827 <br />ENGINEER OF RECORD : <br />DANSCO <br />ENGINEERING. P.A. <br />SHEET DESCRIPllON : <br />AOOIF IFRAM~NG <br />PLAN 'll'A'lP <br />SA <br />