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<br />1/ <br />/ <br /> <br />40'-01 <br /> <br />/ <br />/ <br /> <br />1/ <br />/ <br /> <br />14-0' <br /> <br />!2'-4" <br /> <br />I? -B' <br /> <br />/ <br />/ <br /> <br />r <br /> <br />f <br /> <br />?ROppetl C;AB~e A6GE <br /> <br /> <br />B -0 CL-Ci <br /> <br />r <br />~! <br />~! <br />~I <br /> <br /> <br />, <br /> <br />A2 <br /> <br />, <br /> <br />y' <br /> <br />~ <br />t<) <br />~ <br /> <br />B -0" C~G <br /> <br />A3 <br /> <br />B' -0" C~Ci <br /> <br />~ <br /> <br />- <br />~ <br />\ <br />N <br />8 0 <br />\3 .--- <br />- ----' ~ <br />0 u <br />co ~ <br />\ <br />----' N <br />~ <br /> <br />- <br />~ <br />\ <br /> <br /> <br />A 11 GE DROpper GABL-f <br /> <br />'0) <br /> <br />N <br /> <br />> <br />Xl <br /> <br />DRO~PfD CiA;;~~ 83GE <br /> <br />t<) '<;j- n <br />J J J <br />() W () <br /> <br />~ <br />:i7 <br /> <br />.... <br />:D <br />>> <br />:\I <br /> <br />.- <br />... <br /> <br />.... <br />n <br />.... <br />... <br /> <br /> <br />14'-6" <br /> <br /> <br />6'-2" <br /> <br />/) -4" <br /> <br />D <br />::It <br /> <br />> <br />o <br />z <br /> <br />1'-4'1 <br /> <br />2'-2" <br /> <br /> <br />- <br />'- <br />.1.. <br /> <br />a <br />:is <br />a <br /> <br />4: <br />, <br />.I- <br />3 <br />:x:: <br />, <br />, <br />.c <br />D <br />- <br /> <br /> <br />ROOF PLAN <br /> <br />SCALE: 1/4" = 1'-0" <br /> <br />:c <br />:!:7 <br />:x: <br />- <br /> <br />:::> <br />:.,) <br />:n <br />~ <br />:::::a <br /> <br />.... <br />:\I <br />X) <br />- <br />- <br />:x: <br />4: <br />z <br />Z <br />J.J <br />~ <br />- <br />... <br />~ <br />- <br /><0 <br />co <br />e <br />- <br />co <br />- <br />co <br />o <br />- <br />;:, <br /> <br />~ <br /> <br />~ <br /> <br />""" <br /> <br />-IN <br />U\ <br />\ <br /> <br /> <br /> SIMPSON <br />Tt:<U$$ JOINT UPL 1FT CONN. FA$TENEt:<$u <br />TYPE LOCATION (LB$) CONNECT ION QTY. CAPACITY PEt:< CONN. <br />NOTE: ALL OT1-4Et:< TF<U$$ Bt:<G. CONNECTIONS AF<E SIMPSON MET A2(!) OR EQUAL <br />FOR MA$ONRY: SIMPSON 1-41(!) FOR FRAME: .. 1-4US2~ FOR 1-4UNG TRUSSES <br />ON GIRDERS UNLE$S OT1-4ERWISE NOTED. <br />T1-4ESE TF<U$S UPLIFT vALUES AF<E LE$S T1-4AN CONNECTION CAPACITY. <br />MASONRY META2(!) 1 1 S (/)(!) 14-1(/)d X lV2' <br />TIMBER 1-41 e> 1 8~e> 1~ -8d >< 1'/2' <br />1-4UNG 1-4US2~ 1 128~ 2e>-1e>d X ,3' <br /> <br /> USP <br />TRUSS JOINT UPL 1FT CONN. FASTENERSu <br />TYPE LOCA T!ON ( LBS) CONNECTION QTY. CAPACITY PER CONN. <br />NOTE: ALL OTl-4ER TRUSS BRG. CONNECTIONS ARE USP 1-4T A2e>-18 OR EQUAL <br /> FOR MASONRY: U$P 1-4Cle> FOR FRAME: .. T1-4D2~ FOR l-4UNG TRUSSES <br /> ON GIRDERS UNLESS OTl-4ERWISE NOTED. <br /> Tl-4ESE TF<USS UPLIFT vALUES ARE LESS Tl-4AN CONNECTION CAPACITY. <br />MASONRY HT A2(/)-18 1 1~e>0 14 -l(/)d >< 1'/2 I <br />TIMBER l-4C 1 e> 1 ~S(/) 18-1(/)d >< lV2' <br />1-4UNG T1-4D2~ 1 1~2e> 18-1~d X ,3V2' <br /> <br />Double connectore to be placed dlagonall~ to each other. <br />Do not drive nalle through the truee plate on the oppoelte elde of the truee <br />which could force the plate off the true5. <br />Mounted vertlca II~ <br /> <br />LATEST DATE: IN PROCESS <br />REVISION DATE : DESCRIPllON : <br />09/24/03 <br /> <br /> <br /> <br />STRDNGBACKS REQUIR <br />DUE TO DEFLECTION <br />DIFFERENTIAL <br />(SEE STRDNGBACK LETTER <br />IN ENG, PACK) <br /> <br />lfJ. <br />~ <br />o <br />~ <br />~ <br />~ <br />> <br /> <br /> <br /> <br /> .. <br />- - ... <br />0 0 <br />\ \ <br />- ~ <br />\'-- <br />Ij\ U\ <br /> <br />?WMB CUI' <br /> <br />} :0-/2" <br /> <br />ff <br /> <br /> <br />o <br /> <br />o <br /> <br />--.-J ? <br />12 <br /> <br />STEPPES <br />ADDI L 2 <br />PLYWOOD <br /> <br />1/4// FOR <br />8< RIBBONS <br /> <br />ATTENTION! <br />4~- <br />DON'T LIFT SINGLE TRUSSES <br />WITH SPANS LONGER THAN <br />30' BY THE PEAK <br />CONSULT HIB-91 <br /> <br /> <br /> <br />30' Span <br /> <br />REFER TO HIB-91 <br />Truss must be set this way if crane used. <br />Truss is on example, your truss may not match. <br />Insist crane operator sets truss thiS way, <br /> <br />o &AMUEL A. GREENBERG, P.E. 4134245 <br /> <br />o TI-IUY 1-1. I-IUYNI-!, P.E. 1I6~122 <br /> <br />o IRWIN J. BEN&ON, F.E. -4~158 <br />o All ABBA5 I-IAKIM, P.E. -S.&1~ <br /> <br />TO TH: BE5T Cf Tl-E OOlNEER'5 ~ ~ BEl.lEF, Tl-E <br />5TR..lC11JRAL PL~ ~ SffCfICATIa-l$ W1Pl. y urll.j n-e <br />FLORIDA etJILDIN1 COO!:, StCTla-llb0b FCR 120 M.PJ.t 3 Stcoo <br />GUeT, EXf06I.lRf '8' UAND Z~ (2001 EDITICW. <br />11-415 DRAUJIN1 AND DESIGN 15 VALID FCR 12 ~TH$ AFTER n-e <br />DATE 15 51GNED ~ 5EALED. <br />5i(j.S) ~ 5EAUP FOR TH: 5~ FORTIa-l Cf 11-415 <br />DRAWIN1 eM. Y. <br /> <br />ROOF FRAMING NOTE5: <br />1. 5EE 5~EET 53.1 FOR 5~INGLE INFORMATION <br />AND IN5TALLATfON fN5TRUCTfON5 <br /> <br />~'<t <br />Lf) <br /> <br />a~ <br />c.~ <br />QcJ <br />" <br /> <br /> <br />~w <br />c;J <br />~ <br />Noc <br />~ <br />c;J <br />OO~ <br /> <br />\J I N <br /> <br /> N <br /> :n~ <br /> ~~ w <br /> i!' <br />()~ ,01 ~~ <br />-<:1:U) <br />n:1) ..c, <br /> 0- <br />~~ <.S~ <br />l)~ ~gj <br /> !>!~ <br />-lC() (30- <br />IL'- C5!a <br />U) -- I I ~~ <br />za1 IX ~~ <br />U-<:1: 15~ <br />q~ -<:1:1L ~ t:"' <br />W in ~~ <br />10 "'" I!: 15 <br />Cl~ 0 . :?iiS <br />-l~ 10 ~o= <br />-l~ w <br />ill O- w ~g <br />lL~ ~~ <br />~ -<:1:U) "'>- <br />,,,," 1S~ <br />~~ i;'l"" <br /> Ow <br /> o~ <br />~'"' ~I!: <br /> "'"~ <br /> Cl'\C() 8", <br /> '- i~ <br /> X, ~iS <br /> Ow ~ffi <br /> IOz ;Ed <br /> -0 @ <br /> QI <br /> lLlL <br /> <br /> <br />~ <br />~ <br />@ . . . . . <br />l!i ~ [!!, [!!, [!!, <br />D ~ ~ . <br />~ (!:f)(!:f) @ <br />~ ~ ~ <br />@tl ~ [t::J <br />d ~ ~ ~ ~ tW <br />2) <;? (W ~ ~ ~ <br />@ <br />d '" <br />~ ~ <br /> @S <br />@ !? <br /> Z2 <br /> [!!J <br /> '" @ <br />~ '" [!!J '" '" <br />[!!J <br />~~ @S 25 dJ <br />~ [!!J @ ~ <br />~ @S ~ @S I? <br />@S ~ ~ @ ~ @ <br />~ ~ @ I? <br />~ <br /> <br />DATE : <br />05-116-02 <br />SCALE : <br />AS NOTED <br />DRAWN BY : <br />lB ~ !L.IL VANCE <br />AUTOCAD FILE NAME <br />11827 <br />ENGINE.ER OF RECORD : <br />DANSCO <br />ENG~NEERING. P.A. <br />SHEET DESCRIPllON : <br />ROOfF fFRAM~NG <br />PLAIN 'lPA'lP <br />SA <br /> <br />,f <br />