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<br />~ <br />-I\'l <br />.c\\ <br /> <br /> <br />- <br />o <br /> <br />- <br />'T <br />\..::,'\ <br /> <br /> <br />-uo:l <br /> <br />. <br />I <br />, <br /> <br />, <br />, <br /> <br />. <br />, <br /> <br /> / 40'-0" /" <br />/ / <br /> / I?'-B' 12' -4" 4'-0' v <br />/ f I / <br /> I <br /> <br />A6GE /KOQP~t7 ~ABU~ <br /> <br />~ <br /> <br /> <br />- <br />~ <br /> <br />B' -0' C~c; <br /> <br />- <br />C <br />\ <br /> <br />\'-- <br />I.e.\ <br /> <br />A2 <br /> <br />'^7 <br /> <br /><t: <br />n <br /><t: <br /> <br />-/ <br /> <br />, <br /> <br />B' -01 C~c; <br /> <br />A3 <br /> <br />B! -0" C~u <br /> <br />~ <br /> <br /> - <br /> - <br /> 'fl <br /> \'l <br />0 8 <br />..- '-3 <br /><t: ----" - <br />u 0 <br /> '-S;) co <br /> \ <br /> - ----' <br /> \'l <( <br /> <br />~ <br />C <br />\ <br /> <br />- <br />'-S;) <br /> <br />DRO~Q~/ GAB\--~ A 1 1 G E <br /> <br /> <br />Iyt/ <br /> <br />- <br />o <br />\ <br /> <br />B3GE DROPPW C:;fB>~ <br /> <br />:r <br />.:z::. <br /> <br />n '<:j- n <br />J J J <br />U W U <br /> <br />19' -4" <br /> <br />l' -4" <br /> <br /> <br />2' -4 ' <br /> <br />6'-2" <br /> <br /> <br /> <br />4'-6" <br /> <br />- <br /> <br />r<) ..;t r<) <br />-;) -;) -;) <br />o w 0 <br /> <br />ROOF PLAN <br /> <br />oj, -:t <br />, 6~" -6~ <br />6 6 <br /> <br />2 --' <br />B <br /> <br />SCALE: 1/4" = 1'-0" <br /> <br />0'-6" <br /> <br /> <br /> SIMPSON <br />TRUSS JOINT UPL 1FT CONN. FASTENERS" <br />TYPE LOCATION (LBS) CONNECTION QTY. CAPACITY PER CONN. <br />NOTE: ALL OTHER TRUSS BRG. CONNECTIONS ARE SIMP50N MET A20 OR EQUAL <br />FOR MASONRY: 51MP50N ~10 FOR FRAME: .t ~U52b FOR ~UNG TRU55E5 <br />ON GIRDER5 UNLE55 OT~ERWI5E NOTED. <br />THE5E TRU55 UPLIFT VALUE5 ARE LE55 THAN CONNECTION CAPACITY. <br />MA50NRY META20 I \ 5 00 14-10d X 1'/2' <br />TIMBER ~10 1 850 lb -8d X 1'/2' <br />HUNG HUS2~ 1 128~ 20-10d x 3' <br /> <br /> U6P <br />TRU55 JOINT UPL 1FT CONN. FASTENER5" <br />TYPE LOCATION ( LB5) CONNECTION QTY. CAPACITY PER CONN. <br />NOTE: ALL OTHER TRUS5 BRG. CONNECTION5 ARE U5P HTA20-18 OR EQUAL <br />FOR MA50NRY: USP HC10 FOR FRAME: .t THD2~ FOR ~UNG TRU55E5 <br />ON GIRDER5 UNLES5 OTHERWISE NOTED. <br />THE5E TRU55 UPLIFT vALUE5 ARE LE55 T~AN CONNECTION CAPACITY. <br />MA50NRY HT A20-18 1 1 5 00 14-10d X 11/2' <br />TIMBER ~C 10 1 ~ 5 0 18-10d X lv2' <br />HUNG THD2b 1 1520 18-16d X 3v2' <br /> <br />Double connector5 to be placed dlagonall~ to each other. <br />Do not drIve nal15 t(yough the tru55 plate on the Oppo51te 51de of the tru55 <br />whIch could force the plate off the truee. <br />." Mounted vertlcall~ <br /> <br />.. <br /> <br />LATEST DATE: IN PROCESS DESCRIPTI ON : <br />REVISION DATE: <br />09/16/04 <br /> <br /> <br />STRONGBACKS REQUIR <br />DUE TO DEFLECTION <br />DIFFERENTIAL <br />(SEE STRDNGBACK LETTER <br />IN ENG, PACK) <br /> <br />Cf) <br />~ <br />o <br />~ <br />~ <br />~ <br />> <br /> <br /> <br />P ~Wy\[3 CU-- <br /> <br /> <br />\.."- <br /> <br /> <br />} 10-/2'1 <br /> <br />ff <br /> <br /> <br />o <br /> <br />o <br /> <br />~? <br />12 <br /> <br />STEPPES <br />ADD/ L 2 <br />PLYWOOD <br /> <br />1/4// FOR <br />2x RIBBONS <br /> <br />ATTENTION! <br />,~ <br /> <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. GREENBERG, FE. -:3424S <br /> <br />o Tt-4UY t-4. t-4U'rNl-I, P E. ~01n <br /> <br />o IRWIN J. 6EN~ON, PE. -4~lS8 <br />o All AB6A5 ~AKIM, FE. 1IS~18~ <br /> <br />TO n.e BE5T Cf T\.f EN:iiI'HR'51<WJ..1..EIX% A'-JD BELIEF, T\.f <br />5~ FlA-l$ A'-JD 5FfCfICAT1~ W1FI.. Y WI114 me <br />FL~IDA 6UILD~ cepE, OECT1~ 1e>~ ~ 120 MP.l1. 3 OECOO <br />CiJOT, EXP05URE 'e' WIND Za-E 12001 EDITICW. <br /> <br />11115 DRAUJ~ ~ DE5K:rN 15 VALID ~ 121'1CNl115 tmR me <br />DATE 15 51GNED ~ $EALED. <br /> <br />51CHD A'-JD $EALED ~ me 5m.lC11JRAL FORTI~ Cf 11115 <br />DRAUJ~ ()l'1', <br /> <br />ROOF FRAMING NOTE~: <br />1. ~EE ~t-4EET ~3.1 FOR ~~INGLE INFORMA TrON <br />AND IN~TALLATION IN~TRUCTION~ <br /> <br />~ '<t <br />LD <br /> <br />a~ <br />c'~ <br />Qcj <br />tI <br /> <br /> <br />~~ <br />(0JOC <br />~ <br />~ <br />OO~ <br /> <br />\J ]~ <br /> <br /> N <br /> r~ <br /> iI)(fl <br /> ~-.S) ~ <br />()~ ,(fl 0'-' <br /><tiI) ~8 <br /> '" <br />Q~ .., <br /> <>:, <br />OC" <.S~ <br />o ~' O~ U <br />-l~ ~if <br /><J)Z LL'"' is,,, <br />I I OIX <br /> ~=> <br />zft} ::IX ~~ <br />O<t iS~ <br /><t~ <tLL ~ /:;0; <br />W in ~~ <br />(l) 't if [5 <br />O~ 0 . z~ <br />-l-.S) (l) !:iF <br />-l-.S) u <br />ill o- w ~8 <br /> lL~ ~~ <br /> <tiI) "'>- <br /> .'7 iS~ <br /> ~-.S) ~tj <br /> ~" 'ii!~ <br /> .,,,,, <br /> 't~ i9~ <br /> (f\~ ~~ <br /> '"' <br /> X, ~~ <br /> Ow ()jz <br /> (l)z ""~ <br /> ;O;u <br /> ,0 @ <br /> QI <br /> lLlL <br /> <br /> <br /> <br />r '" <br /> (!V <br /> ~ <br /> @ ~ ~ ~ ~ a <br /> ~ <br /> D ~ ~ ~ ~ a <br /> [? (!.tl <br /> ~ ~ ~ <br /> ~ I}:J <br /> d ~ <br /> w w ~ [Yi) tW <br /> ~ \? @ ~ 0l) ~ <br /> @ <br /> d <XI <br /> ~ ~ <br /> g <br /> @ I? <br /> ~ <br /> [!!] <br /> ~ <XI ~ <XI '" <br /> ~ ~ g 25 t:!J <br /> [!!] ~ ~ [!!] @ ~ <br /> = g ~ g I? <br /> ~ ~ ~ @ @ @ <br /> dl @ @ @, I? <br /> ~ <br />'- ./ <br /> <br />DATE : <br />05-il5-02 <br />SCALE : <br />AS NOTED <br />DRAWN BY : <br />[B~LL VANCE <br />AUTOCAD FILE NAME <br />il827 <br />ENGINEER OF RECORD : <br />DANSCO <br />ENGINlEER~NG, P.A. <br />SHEET DESCRIPTION : <br />ROOIF IFRAM~ING <br />!PILAN WlA'llI <br />5A <br />