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<br />1 <br /> <br />/ <br />/ <br /> <br />40'~OI <br /> <br />V <br />/ <br /> <br />-IN~ <br />u\ <br />\ <br /> <br /> SIMPSON <br />TRUSS JOINT UPL 1FT CONN. FASTENERS" <br />TYPE LOCATION ( LB5) CONNECT ION QT'Y. CAFACIT'Y PER CONN. <br />NOTE: ALL On-lER TRU55 6RG. CONNECTION5 ARE 51MP50N MET A2(/) OR EQUAL <br />FOR MA50NR'Y: 51MF50N l-II0 FOR FRAME: . l-IU52~ FOR l-IUNG TRU55E5 <br />ON GIRDER5 UNLE55 OTl-IERWI5E NOTED. <br />Tl-IE6E TRU65 UFLIFT vALUE6 ARE LE65 Tl-IAN CONNECTION CAFACIT'Y. <br />MA50NR'Y MET A20 1 lS0(/) 14-10d X n/2' <br />TIMBER !-I10 1 850 1~-8d X 1'/2' <br />!-lUNG l-IU62~ 1 128~ 20-10d x 3' <br /> <br />V <br />/ <br /> <br />14'~O' <br /> <br />1? ~81' <br /> <br />/ <br />/ <br /> <br />..... <br /> <br /> U5P <br />TRU55 JOINT UFL 1FT CONN. FA6TENER6u <br />T'YFE LOCATION ( LB5) CONNECTION QT'Y. CAFACIT'Y FER CONN. <br />NOTE: ALL OTl-IER TRU55 BRG. CONNECTION5 ARE U6F !-IT A20-18 OR EQUAL <br />FOR MA60NR'Y: U5F l-IC!0 FOR FRAME: . Tl-ID2~ FOR l-IUNG TRU65E6 <br />ON GIRDER6 UNLE66 OTl-IERWI6E NOTED. <br />T!-IE6E TRU66 UFLIFT VALUES ARE LESS Tl-IAN CONNECTION CAFACIT'Y. <br />MA60NR'Y l-+T A20-18 1 1500 14-10d X lv2' <br />TIMBER !-IC 1 0 1 ~50 18-10d X 1 v2 I <br />l-IUNG TI-+D2~ 1 IS2(/) le-!~d x .3V2' <br /> <br />* Double connectore to be placed dlagonall~ to each other. <br />.. Do not drIve nafle trrough the truee plate on the oppoelte elde of the truee <br />whIch could force the plate off' the trues. <br />,.. Mounted vertlca 11~ <br /> <br />- - <br />0 0 <br />\ \ <br />- T <br />\'- <br />u\ U\ <br /> <br />o <br /> <br />- <br />'-v <br /> <br /> <br />:II <br />= <br />, <br /> <br /> <br />r<) <t <br />-, -, -, <br />o w <br /> <br />"'112 I .",i " <br />I J 6 0: <br /> <br />~ I. ,I <br />L "13 <br /> <br /> <br />:;;,' ~6" <br /> <br />12' ~4" <br /> <br />I <br /> <br />I <br /> <br />DROPPeD wAB~~ A6GE <br /> <br /> <br />no" C' r <br />(j ~ " l.-LA <br /> <br />~ <br /> <br /> <br />, <br /> <br />A2 <br /> <br />, <br /> <br />y' <br /> <br /> <br />~ <br />n <br />~ <br /> <br />8 ~Ol C~w <br /> <br /> A3 <br /> 8"0' C~w <br />- <br />- <br />~ <br />\ <br />N <br />8 0 <br />\3 ..- <br />- ~ ~ <br />0 U <br />CD ~ <br />\ <br />~ N <br />~ <br /> ..... <br /> A11GE DROPPfD wABi.X <br /> ...... <br /> <br />'-0'0 <br /> <br />n '<;j- n <br />-:) -:) -:) <br />() W () <br /> <br />9ROPP~D w,t\B>f B3GE <br /> <br />'{.. <br />X" <br /> <br />1'~411 <br /> <br />6'~2" <br /> <br />)9',4' <br /> <br />14"6'1 <br /> <br /> <br />ROOF PLAN <br /> <br />SCALE: 1/4" = 1'-0" <br /> <br />LA TEST DATE: IN PROCESS DESCRIP1l0N : <br />REVISION DATE: <br />09/24/03 <br /> <br /> <br />STRDNGBACKS REQUIR <br />DUE TO DEFLECTION <br />DIFFERENTIAL <br />(SEE STRONGBACK LETTER <br />IN ENG, PACK) <br /> <br />ifl <br />~ <br />o <br />~ <br />~ <br />~ <br />> <br /> <br /> <br /> <br />?WMB CUI <br /> <br />10~/ 2" <br /> <br /> <br />fr <br /> <br /> <br />o <br /> <br />o <br /> <br />~? <br />12 <br /> <br />STEPPES <br />ADD 1 L 2 <br />PLYWOOD <br /> <br />1/411 FOR <br />8< RIBBONS <br /> <br />ATTENTION! <br />4~ <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 /> <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 &AMUEL A. GREENBERG, FE. -:34245 <br /> <br />o TI-IUY 1-1. I-IUYNI-!, FE. ~0122 <br /> <br />o IRWIN J. 6EN&ON, FE. .4~l5e <br />o All AB6A& I-IAKIM, FE. "S~leo <br /> <br />TO M: 6E5T a= THE EN::i~'5 oo.LlEIX:i tW 6ELla:, THE <br />S~ ~ tW &A:CFICATICN$ W1PLY UA11-l THE <br />FLORIDA BUILDN:; CODE, 5ECTICN 16~ ~ 120 M.PJ.l. 3 5ECCID <br />G\l$T, EXPO$Ul'1f '1;' UAND Z()lE (2001 EDITICW. <br />11-l1$ DRAWN:; ~ DESIGN 1$ VALID ~ 12 MCt-l1l45 AE=iER THE <br />DATE 1$ SIGNED ~ 5EAl..ED. <br />SIG\W ~ 5EAl..ED ~ M: S~ FORrICN a= Tl-l15 <br />DRAWN:; a-l Y. <br /> <br />ROOF FRAMING NOTES: <br />I. SEE SI-IEET S3.1 FOR SI-IINGLE INFORMATION <br />AND INSTALLATION INSTRUCTIONS <br /> <br />~"<t <br />l!) <br /> <br />a~ <br />C'~ <br />@cl <br />OJ <br /> <br /> <br />~~ <br />~OC <br />~ <br />~ <br />ro~ <br /> <br />\J I N <br /> <br />I <br />, <br /> <br /> N <br /> r~ <br /> d\01 <br /> ~~ ~ <br />()~ ,01 ~8 <br /><tU) <N <br />Q~ ~I <br /> "- <br />~3 d@ <br />l)~ ffi@ <br /> ",15 <br />-!~ 132: <br />LL'" 15[(2 <br />d) -- , I Ot>j <br /> ~::> <br />zB] IX ~~ <br />O<t ~i!5 <br /><t~ <tLL ~ ~;; <br />w jfi ~~ <br />10 't g:~ <br />\j 0 <br />o.z . ~ts <br />-!~ 10 s;lo= <br />-!~ u <br />ill O- w ~g <br /> IL~ ~~ <br /> <tu) iS~ <br /> ,'t <br /> ~~ E:l>-, <br /> Cu <br /> c~ <br /> ~....... ~g: <br /> 't~ <br /> c()~ ~V1 <br /> '" i;; <br /> X, ~~ <br /> Ow ~3 <br /> lllz ~a <br /> ,0 @ <br /> QI <br /> ILIL <br /> <br /> <br /> <br />~ <br />~ <br />@ <br />CJ <br />[? <br />~ <br />d <br />2) <br />@ <br />d <br />~ <br />@ <br />~ <br />[!!] <br />@5 <br />~ <br /> <br />. . m:: m:: a <br />l!i ~ [!!, <br />~ ~ a <br />i!e) (!V @V <br />~ ~ <br />@!j ~ [t::J <br />W ~ ~ I!i) GV <br />'irl ~ ~ ~ ~ <br /> <br /> <Xl <br /> ~ <br /> @5 <br /> I? <br /> 8 <br /> [!!J <br /><Xl @) <br /><Xl I!!l <Xl CD <br />I!!l <br />@~ rg 25 dJ <br />I!!l @ ~ <br />~ g ~ rg /FJ <br />~ ~ @ @ @ <br />~ @ @ @, /FJ <br /> <br />DATE : <br />05-115-02 <br />SCALE : <br />AS NOTED <br />DRAWN BY : <br />[8~ILL VANCE <br />AUTOCAD FILE NAME <br />11827 <br />ENGINEER OF RECORD : <br />DANSCO <br />ENGiNEERING. P.A. <br />SHEET DESCRIP1l0N : <br />ROOF FRAMiNG <br />PD=AN '&'A'lP <br />SA <br />