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<br /> <br />40'~O' <br /> <br />i41~0" <br /> <br />i2'~4'1 <br /> <br />I?'~B'I <br /> <br /> <br />DROPpetJ CiAB\...~ A6GE <br /> <br /> <br />B' ~Oli G,Ci <br /> <br /> <br /> <br />- <br />-1C".l <br />U\ <br />I <br /> <br /> <br /> SIMPSON <br />TRUSS JOINT UFL 1FT CONN. FASTENERS" <br />TYPE LOCATION (LBS) CONNECTION QTY. CAFACITY FER CONN. <br />NOTE: ALL OT+--IER TRUSS BR~. CONNECTIONS ARE SIMPSON MET A2~ OR EQUAL <br /> FOR MASONRY: SIMPSON +--I!~ FOR FRAME: 4 t-IUS2~ FOR +--lUNG TRUSSES <br /> ON GIRDERS UNLESS OT+--IERWISE NOTED. <br /> THESE TRUSS UFLlFT VALUES ARE LESS Tt-IAN CONNECTION CAFACITY. <br />MASONRY META2(l) I IS(l)(l) 14-1(l)d X lV2' <br />TIMBER Hl~ I 8S(l) 1~-8d X lV2' <br />I-IUN~ HUS2~ 1 128~ 2~-I(l)d x 3' <br /> <br /> USF <br />TRUSS JOINT UFL 1FT CONN. l=ASTENERS" <br />TYFE LOCATION ( LBS) CONNECTION QTY. CAFACITY FER CONN. <br />NOTE: ALL OT+--IER TRUSS eRG. CONNECTIONS ARE USF 14T A2(l)-18 OR EQUAL <br /> FOR MASONRY: USF HC1(l) FOR FRAME: . THD2~ FOR HUN~ TRusses <br /> ON ~IRDERS UNLESS OTHERW!SE NOTED. <br /> THESE TRUSS UFLlFT vALUES ARE LESS THAN CONNECTION CAFACITY. <br />MASONRY HT A2(l)-18 I 1 S (l)(l) 14-1(l)d X lV2' <br />TIM6ER HC1(l) I ~S(l) 18-I(l)d x 1 V:z I <br />HUN~ THD2~ 1 lS2(l) 18-1~d x 3V:z' <br /> <br />LATEST DATE: <br /> <br />IN PROCESS <br />REVISION DATE : <br /> <br />09/24/03 <br /> <br />STRONGBACKS REQUIR <br />DUE TO DEFLECTION <br />DIFFERENTIAL <br />(SEE STRDNGBACK LETTER <br />IN ENG, PACK) <br /> <br /> <br /> .. <br />- 0 <br />0 I H. <br />I <br />\'-- T <br />\5\ U\ <br /> <br />Double connector~ to be placed dla9onall~ to each other. <br />Do not drIve nalle through the tru~~ plate on the oppo~lte ~lde of the true~ <br />whIch could force the plate off the tru~e. <br />Mounted vertlcall~ <br /> <br />PWMB CUi <br /> <br /> <br />, <br /> <br />A2 <br /> <br />, <br /> <br />r-' <br /> <br /><{ <br />n <br /><( <br /> <br />BI ~O C\...Ci <br /> <br />A3 <br /> <br />B ~O; C\...Ci <br /> <br /> ~ <br /> - <br /> ~ <br /> I <br /> C".l <br />- 8 <br />0 \3 <br />\ <br />- - -" <br />'-D 0 U <br /> CO ~ <br /> \ <br /> -" C".l <br /> ~ <br /> u.:, <br /> u.:, <br /> Z <br /> :>L <br /> ~'0 <br />C".l <br /> n ~ n <br /> -, -, -, <br /> u w u <br /> <br /> <br />o <br />...- <br /><{ <br /> <br /> <br /> <br />A 1 1 G E tJROPPfD CiA3\...f <br /> <br />B3GE <br /> <br /> <br />DRoppeD CiA;:3\...f <br /> <br /> <br /> <br />ROOF PLAN <br /> <br />SCALE: 1/4" = 1'-0" <br /> <br />7' -4'1 <br /> <br />141-6" <br /> <br /> <br />6 ~2" <br /> <br />19 -4" <br /> <br />- <br /> <br />01_6'1 <br /> <br />} 10-1/2'1 <br /> <br />A1'TENTION! <br /> <br />.- <br /> <br /> <br /><~ <br />DON'T UFT SINGLE TRUSSES <br />WITH SPANS LONGER THAN <br />30' BY T1-IE PEAK <br />CONSULT HIB-91 <br /> <br /> <br /> <br /> <br />-- <br />? <br /> <br />~? <br />12 <br /> <br />ff <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 />...... <br /> <br /> <br />~ <br /> <br />STEPPES <br />ADD/ L 2 <br />PLYWOOD <br /> <br />1/4// FOR <br />& RIBBONS <br /> <br />o <br /> <br />o <br /> <br />D 5AMUEL. A. 6~ENeERG, F.E. -:34245 <br /> <br />D Tl-lUY l-l. I-IUYNI-i, F.E. ~~ln <br /> <br />D IRWIN J. eEN50N, FE. "4S1S8 <br />D All A66A5 I-1AKIM, FE. llSo18o <br /> <br />TO me 6E$T Cf TIe OOlNEER5 00J.l.ED(;E AND eELlS:, TIe <br />5Tro;iURAL Fl.$ AND &F1:CIFICAT!CN5 cct1PI. Y WlTJ.I Tl-E <br />R.~DA I3llILD~ CODE. 5ECTIa-4 I~ ~ 12~ M.PJ4. 3 5ECGW <br />GUST, ~ '6' WIND Zaf (2001 ED!T100. <br /> <br />11415 ~ AND DESIGN IS VALID ~ 12 ~ AmR M <br />DATE 15 51GNED AND $E.6UD. <br /> <br />SIGNED AND 5EtUD ~ Tl-f $Tro;iURAL PORTIa.! Cf 11415 <br />DAAUm Ctl Y. <br /> <br />ROOF FRAMING NOTE5: <br />1. SEE 514EET 03.1 FOR o14INGLE INFORMATION <br />AND INeT ALLATION INeTRUCTIONe <br /> <br />DESCRIPTION : <br /> <br />~~ <br />Lf) <br /> <br />a~ <br />C'~ <br />QcJ <br />u <br /> <br /> <br />~~ <br />N~ <br />OO~ <br /> <br />\J IN <br /> <br /> N <br /> rn~ <br /> ~~ w <br /> i!' <br />~ ,61 as <br />'<;{~ ~N <br />() O~ ~I <br />n~ "-. <br />it" <.:;@ <br />O~ 3; as <br />O~ f3- <br /> z~ <br />-ld:) 13"- <br />U)~ LL'" i:5><2 <br />I , ~~ <br />Zw ~~ ~~ <br /> ~~ <br />q~ ~ r::i!' <br />ill ~~ <br />dl If) <br /> "t <br />O~ 0 "-5 <br /> . ~<'5 <br />-l~ dl ~'" <br />-l~ u <br />ill 0- III ~8 <br /> lL~ ..'" <br /> ~~ <br /> '<;{If) "'>- <br /> ."t ~~ <br /> ~~ ~tj <br /> ~" ~~ <br /> 't~ tj", <br /> ""'~ j~ <br /> X, gi'5 <br /> Ow ~~ <br /> dlz <br /> ,0 @ <br /> Q::r <br /> lLlL <br /> <br /> <br /> <br />~ <br />~ <br />@ ~ ~ ~ ~ a <br />~ <br />c:J . ~ a <br />~ I!.e) ~ ~ (!il <br />~ ~ ~ <br />~ ij::J i}:J <br />d w w ~ l'V W <br />2) 'i? ~ ~ €V ~ <br />@ <br />d '" <br />~ ~ <br /> rg <br />@ (Fl <br /> ~ <br /> [!!] <br /> '" @ <br />~ '" [!!] '" '" <br />[!!] <br />@~ rg 8 c:::!J <br />[!!] [!!] @ ~ <br />~ @5 ~ @5 I? <br />@5 ~ ~ @ @ @ <br />~ @ @ @, I? <br />~ <br /> <br />DATE : <br />;)6-115-02 <br />SCALE : <br />AS NOTED <br />DRAWN BY : <br />[BULL VANCIE <br />AUTOCAD 8LE NAME <br />1827 <br />ENGINEER OF RECORD : <br />DANSCO <br />ENGINEERING. P.A. <br />SHEET DESCRIPllON : <br />ROOF FRAM~NG <br />PLAN 'lIA'lP <br />5C <br />