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<br />a. <br />::J: <br /> <br />1>- <br />.a <br /> <br />, ..>0: <br />, ~ <br />, eI) <br />I "0 <br />o <br />. - <br />, ::JI <br />. -< <br /> <br />. 0 <br />, - <br />, <br /> <br />, <br />. on <br /> <br />. .... <br />!- <br />;~ <br /> <br />co <br />eI) <br />II 0 <br />:- <br /> <br />,> <br />. eI) <br />I "0 <br />, N <br />I- <br />I ...J <br />:~ <br />I <br />I a.. <br />, ::c <br />,~ <br />I .... <br />'(0 <br />. ..lC <br />10 <br />1(0 <br />I a. <br />. I <br />~- <br />.- <br />. eI) <br />,,. <br />lei) <br />I :x: <br /> <br />cD <br />G'l <br />CD <br /> <br />- <br />eI) <br />.., <br />c <br />a <br /> <br />co <br />eI) <br />o <br /> <br />a.. <br />:J: <br /> <br />40'-0" <br /> <br /> <br /> SIMPSON <br />TRUSS JOINT UPLIFT CONN. FASTENERS" <br />TYPE LOCATION ( LBS) CONNECTION QTY. CAPACITY PER CONN. <br />NOTE: ALL OTHER TRUSS BRG. CONNECTrONS ARE SIMPSON MET A20 OR EQUAL <br />FOR MASONRY: SIMPSON H10 FOR FRAME: 4 HUS26 FOR HUNG TRUSSES <br />ON GIRDERS UNLESS OTHERWISE NOTED. <br />THESE TRUSS UPLIFT VALUES ARE LESS THAN CONNECTION CAPACITY. <br />MASONRY MET A20 1 1500 14-10d X \V2' <br />TIMBER H10 1 SS0 16-80 X \V2' <br />HUNG HUS26 1 1286 20-10d X 3' <br /> <br />- <br />-I~ <br />U\ <br />\ <br /> <br /> <br /> <br />.. <br /> <br />'?"B' <br /> <br />12"4" <br /> <br />4'-0" <br /> <br />A6GE <br /> <br />B' -0' C~LA <br /> <br /> USP <br />TRUSS JOINT UPL 1FT CONN. FASTENERS" <br />TYPE LOCATION (LBS) CONNECTION QTY. CAPACITY PER CONN. <br />NOTE: ALL OTHER TRUSS BRG. CONNECTIONS ARE USP HT A20-18 OR EQUAL <br />FOR MASONRY: USP HC10 FOR FRAME: 4 THD26 FOR HUNG TRUSSES <br />ON GIRDERS UNLESS OTHERWISE NOTED. <br />THESE TRUSS UPLIFT vALUES ARE LESS THAN CONNECTION CAPACITY. <br />MASONRY HT A20-18 1 1500 14-10d X JI/2' <br />TIMBER HCle? 1 SS0 18-10d X lV2' <br />HUNG T14D26 1 1520 18-16d X 3'/2' <br /> <br />Double connectors to be placed dlaeonalt~ to each other. <br />Do not drive nalls through the truss plate on the opposite sIde of the truss <br />whIch could force the plate off the truss. <br />... Mounted vertlca Il~ <br /> <br />- - <br />0 0 <br />\ \ <br />- <br />T 'I-- <br />u\ U\ <br /> <br />- <br /> <br />----a"'l <br /> <br /> <br /> <br /> <br /> A2 <br /> '~ <br /> ; <br /><t ; <br />n <br /><t <br /> B' -0" C~LA <br /> A3 <br /> B' -0" C~LA <br /> <br /> - <br />0 ~ 0 <br />.,- \.3 \ \ <br /><t -' N - <br /> U D ~ <br /> ~ Q <br /> \ <br /> - <br /> C"-l co <br /> ---' .... <br /> <br />J~OP~~D ~Fj'.l <br /> <br />All GE <br /> <br /> <br />- <br />o <br />\ <br /> <br /> <br />19"4" <br /> <br />C"-l <br /> <br />E1GE <br />D~OC~fJ GteU <br /> <br />n ..q- n <br />-:J -:J -:J <br />U W u <br />6"2" l' -411 <br />14',6" <br /> <br />D~C?PW GAllf <br /> <br />ROOF PLAN <br /> <br />SCALE: 1 /4" = l' -0" <br /> <br />LA TEST DATE: <br /> <br />IN PROCESS <br />REVISION DATE : <br /> <br />DESCRIPTION : <br /> <br />12-20-02 <br /> <br /> <br />~'<t <br />L[) <br /> <br />CJ~ <br />c'~ <br />QcJ <br />- <br /> <br /> <br />STRONGBACKS REQUIR <br />DUE TO DEFLECTION <br />DIFFERENTIAL <br />(SEE STRONGBACK LETTER <br />IN ENG, PACK) <br /> <br />~~ <br />Noc <br />~ <br />~ <br />OO~ <br /> <br />\J 1 ~ <br /> <br /> <br />? <br /> <br /> ~'? <br /> 12 <br />PL.UMr3 cur N <br /> r(),) <br /> 1.1)01 <br /> ~~ "" <br /> ;E <br /> ()~ ,01 ~~ <br /> <td) <br /> ()~ ..;/ <br /> 0... <br /> d@ <br /> Oct ~" Z05 <br /> o~ U <br /> ....J(),) <br />} 10- /211 U)Z LL""' ~!a <br /> , ' ~~ <br /> ZOC IX o~ <br /> ill O<t ~~ <br /> <(~ -tLL ~ /:;E <br /> W ifi ~~ <br /> IU "'t Il:'" <br /> O~ 0 0 <br /> . !z~ <br /> ff ....J~ IU ':so: <br /> ....J~ u <br /> III o- w ~g <br /> lL~ ~~ <br /> -td) Vl;- <br /> l"'t ~~ <br /> ~3 ~tj <br /> ~~ <br /> Il: <br /> Q rl1(),) t3Vl <br /> ""' io; <br /> XI ~~ <br /> Ow ~3 <br /> IUz ;Eo <br /> '0 @ <br /> STEPPES Q::r <br /> lLlL <br /> ADD/ L 2 1 / 4 II FOR <br /> PLYWOOD ~ RIBBONS <br /> (?;) <br /> 0 ~ <br /> 0 <br /> @ ~ ~ ~ ~ ~ <br /> D . . . . . <br /> [? (!f)1!t) (!f) \!V (!i) <br /> ~ ~ ~ <br /> ~ !FJ <br /> d @tl <br /> ATTENTION! w w ~ 1lV ~ <br /> 2) '\i:l ~ ~ ~ ~ <br /> .~. @ <br /> d <br /> ~ ~ <br /> g <br /> @ I? <br /> DON'T LIFT SINGLE TRUSSES ~ <br /> WITH SPANS LONGER THAN [!!] <br /> 30' BY mE PEAK <br /> CONSULT HIB-91 "" @ <br /> CD <br /> ~ "" [!!] I!!l "" <br /> 30' Span ~~ g 8 d <br /> ~ [!!] @ ~ <br /> ~ @'S ~ g I? <br /> @5 ~ ~ @ @ @ <br /> ~ ~ @ @, I? <br /> ~ <br /> <br /> <br /> <br /> <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 />DATE : <br />05-115-02 <br />SCALE : <br />AS NOTED <br />DRA'NN BY : <br />[8~1L.1L. V ANCIE <br />AUTOCAD FILE NAME <br />11827 <br />ENGINEER OF RECORD : <br />DANSCO <br />ENGINEERING. P.A. <br />SHEET DESCRIP1l0N : <br />ROO!F !FRAMING <br />PIL.AN 'll A 'lP <br />5C <br /> <br />SAMUEL A. GREEN6ERG, F.E. ~424:; <br />o IRWIN J. 6ENSON, F.E. -4~'S8 <br /> <br />M <br /> <br /> <br />TO TIE 6E5T Cf TIE OOlNEER'5 ~ AND 6ELIEF, 111E <br />5iro;11.lRAL FLAN5 AND 5ffCflCAT~ cc.t1Fl Y WI114 TIE <br />flORIDA f3/jILD~ COOE, OECT~ 16~ FOR ~~ HPJ.i 3 OECOO <br />Cil$T, ~ '6' WIND lCNE 12M EDIT100. <br /> <br />11415 D~ AND DE51GN 15 Y~iD FOR 12 MCN1l15 tffiR TIE <br />DAre 15 5k'J.fD AND 5EALED, <br /> <br />5/GS) AND SEALED FOR 1t€ orro;~ PCf(T~ Cf ml5 <br />DRAUJ~ at y, <br /> <br />ROOF FRAMING NOTE5: <br />1. 5EE 5~EET 53.1 FOR 5~INGLE INFORMATION <br />AND IN5TALLATION IN5TRUCTION5 <br />