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<br />40'-0" <br /> <br /> / '/ <br />/ / <br /> 14'-0" 12' -4" / 15-B" / <br /> 1/ 1 <br />/ / / <br /> A6GE DRoppeD GABLe <br /> <br />- <br />o <br />\ <br /> <br /> <br />B' -0' C~G <br /> <br />\'-- <br />U\ <br /> <br />A2 <br /> <br />, <br /> <br /> <br />B'-O" C~C:; <br /> <br />A3 <br /> <br />8'-0:' C~cA <br /> <br />U <br />L <br />U <br /> <br />)> <br />-.f:>. <br /> <br />~ <br />Q <br />or <br />It <br />D <br />:-.I <br />0 <br />:-.I <br />or <br />" <br /> - D1 <br />or T <br />,.. \ <br />0 N <br />D <br />> <br />0 D2GE <br />z: <br />- <br />... <br />&. <br />CI <br />~ <br />0 <br />:a <br />, <br />&. <br />3 <br />lC <br />, <br />, <br />:0 <br />.0 <br />- <br />- <br />I: <br />!J <br />:a::: <br />- <br />::> <br />;.) <br />1:) <br />~ <br />~ <br />- <br />... <br />:-.I <br />10 <br />.... <br />- <br />~ <br />z:: <br />z: <br />U <br />..J <br />- <br />.... <br />CD <br />... <br />co <br />Cd <br />e <br />- <br />Cd <br />... <br />CIS <br />g <br />- <br />.. <br />;!J <br /> <br />Q/ <br />I <br /> <br />V) <br /> <br />DRGrt?fD GPBJv~ <br /> <br />A5GE <br />82 <br /> <br /> <br /> <br /> <br /> <br />DRGrPfD GJfte5 <br /> <br />() <br />n <br />CIJ <br /> <br />See Oti.riq;jer Detarl'IB: I <br />01 P ~ 5{3 ~Cr B)~~ 7Jp?Cft <br /> <br />1 -411 <br /> <br /> <br />6'-2" <br /> <br />19'-41; <br /> <br /> <br />14 -6" <br /> <br />ROOF PLAN <br /> <br />SCALE: 1/4" = 1'-0" <br /> <br />- <br /> <br /> <br /> 61MP60N <br />TRUSS JOINT UPL 1FT CONN. FASTENERS-- <br />TYPE LOCATION (LBS) CONNECTION QTY. CAPACITY PER CONN. <br />NOTE: ALL OT1-4ER TRUSS BRG. CONNECTIONS ARE SIMPSON META20 OR EQUAL <br /> FOR MASONRY: SIMPSON 1-410 FOR FRAME: . l-4U&2b FOR 1-4UNG TRU&SES <br /> ON GIRDERS UNLESS OT1-4ERUJISE NOTED. <br /> T+-tESE TRUSS UPLIFT VALUES ARE LESS T1-4AN CONNECTION CAPACIT"r'. <br />MASONRY META20 1 lS00 14-10d X 1v2' <br />TIMBER 1-410 1 8S0 lb-8d X lv2' <br />+-tUNG l-4US2b 1 128b 20-10d x 3' <br /> <br /> U6P <br />n~US& JOINT UPLIFT CONN. FASTENERS-- <br />TYPE LOCA TION (LB&) CONNECTION QTY. CAPACITY PER CONN. <br />NOTE: ALL OT1-4ER Tf~US& BRG. CONNECTIONS ARE USP l-4T A20-18 OR EQUAL <br /> FOR MASONRY: USP l-iC10 FOR FRAME: . Tl-4D2b FOR l-IUNG TRU&SES <br /> ON GIRDERS UNLES& OT1-4ERWISE NOTED. <br /> Tl-IESE TRUSS UPLIFT vALUES ARE LES& Tl-iAN CONNECTION CAPACIT"r'. <br />MA&ONRY l-4T A20-18 1 \S00 14-10d X lv2' <br />TIMBER l-iC 10 I SS0 18-10d X lv2' <br />t-+UNG Tl-4D2b I lS20 18-1bd x 3Y2' <br /> <br />Double CO(lnectors to be pldced c:lfdgondll~ to edch other. <br />Do not drive ndlls through the truss pldte on the oppo~lte elde of the trues <br />whIch could force the pldte off the truse. <br />_u Mounted vertfcdll~ <br /> <br />- <br /> <br />-. <br /> <br />- <br />o <br />\ <br /> <br />'" <br />U\ <br /> <br /> <br />STEPPES <br />ADD/ L 2 <br />PLYWOOD <br /> <br />1/4/1 FOR <br />2x RIBBONS <br /> <br />o <br /> <br />o <br /> <br /> <br /> <br />LATEST DATE: <br /> <br />IN PROCESS <br />REVISION DATE: <br /> <br />DESCRIPTION : <br /> <br />09/24/03 <br /> <br /> <br />~~ <br />11) <br /> <br />a~ <br />c.~ <br />EDcJ <br />tJ <br /> <br /> <br />STRDNGBACKS REQUIR <br />DUE TO DEFLECTION <br />DIFFERENTIAL <br />(SEE STRDNGBACK LETTER <br />IN ENG, PACK) <br /> <br />~~ <br />~Q6 <br />~ <br />~ <br />OO~ <br /> <br />\J I~ <br /> <br /> <br />? <br /> <br />Pl.-W/\B CUi <br /> <br />~? <br />12 <br /> N <br /> :n~ <br /> ~\S) a; <br /> ()~ ,01 ~~ <br /> -<t~ ~I <br /> Q\S) Cl., <br /> OC" o@ <br /> U~' ;!l;al <br /> O~ ~- <br /> z~ <br /> --l~ (5Cl. <br /> IL'-' is sa <br /> U) -- I I ~~ <br /> zft :IX ~~ <br /> O-<t ~~ <br /> <t~ -<t1L ~ ~;= <br /> III in ~~ <br /> III 't g:~ <br /> Q~ 0 . !z:i5 <br />fi --l\S) III \:i,: <br />--l\S) u <br />III ~'" <br />ill 0- ;=8 <br /> o...~ w'" <br />~ ~~ <br />-<tu) "'>- <br />.'t ~::( <br />~\S) ~t3 <br /> 0"/ <br /> Q" ::(~ <br /> 't~ t3", <br /> ci)~ I:E <br /> '-' <br /> X, ~iS <br /> o III tx>- <br /> wiS <br /> Illz ;=13 <br /> ,0 @ <br /> ~[ <br /> <br />} 10-1/211 <br /> <br /> <br />ATTENTION! <br />-,~ <br /> <br />DON'T LIFT SINGLE TRUSSES <br />WITH SPANS LONGER THAN <br />30' BY TIiE PEAK <br />CONSULT HIB-91 <br /> <br /> <br />30' Span r less <br />/ 60 de<Jrees <br />/ or ress <br /> <br /> <br />@i) <br />~ <br />@ ~ ~ a ~ a <br />~ l!!J <br />0 ~ a a <br />[? I!'ill!'il I!'il (!f) <br />~ ~ ~ <br />@!l ~ ~ <br />d ij ij ~ lfi) @ <br />2) VJ ~ ~ ~ @lJ <br />@ <br />d "" <br />~ ~ <br /> @5 <br />@ I? <br /> f,S <br /> I!!l <br /> \Xl @ <br />~ IXl (!!J \Xl "" <br />I!!l <br />@~ @5 25 c::!J <br />[!!] I!!l @ ~ <br />~ @5 ~ @5 [? <br />@5 ~ ~ @ @ @ <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 />o SAMUEL A. GREENBERG, P E. "3424:' <br />o TI-4UY H. ~U~~, P E. ~0122 <br />D IRWIN J. BENOON, P.E. "'4~1:,8 <br />D ALl ABBAS ~AKIM, PE. ~ol86 <br /> <br />DATE : <br />05-115-02 <br />SCALE : <br />AS NOTED <br />DRAWN BY : <br />[8~l.1L 'VI ANCE <br />AUTOCAD FILE NAME <br />11827 <br />ENGINEER OF RECORD : <br />DANSCO <br />ENGINEERING. P.A. <br />SHEET DESCRIPTION : <br />ROOf' f'RAM~NG <br />PLAN lIP A lIP <br />5[8 <br /> <br />TO THE 6E&T Cf THE OOINEER'& ~CA.il.ED6E A'D 6ELIS:, THE <br />o~ PlA1$ A'D 5ftCIFICATI~ cct1Fl..'l' WI~ THE <br />FL~IDA 6UILDN:j CODE, eeCT1~ Ih~ r<::R 12" M.PH 3 eecoo <br />OO5T, ~ 'e'lLW Zct-lE (2001 EDITICW. <br /> <br />~15 DRAWN:j k.() DESIGN 15 V.6LID FOR 12 ~ AFTER THE <br />DA1E 15 51Ga) A'D 5EALED. <br /> <br />SIGNED kID 5EALED FOR n.e 5~iURAL PORT1CN Cf ~I$ <br />DRAUJN:j ct-l'l', <br /> <br />ROOF FRAMING NOTE&: <br />1. 5EE &I-4EET &3.1 FOR &l-IINGLE INFORMATION <br />AND IN5TALLATION IN$TRUCTION$ <br />