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<br />40' -0" <br /> <br />- <br />b <br />\ <br /> <br /> <br /> <br /> <br />!41-O" <br /> <br />121-411 <br /> <br />!:?'-B" <br /> <br /> SIMFSON <br />TRUSS JOINT UFLIl=r CONN. I=ASTENERSu <br />TYFE LOCATION (LBS) CONNECTION QTY. CAPACITY FER CONN. <br />NOTE: ALL OTI-IER TRUSS 6RG. CONNECTIONS ARE elMFSON MET A2~ OR EQUAL <br /> FOR MASONRY: SIMPSON 1-110 FOR FRAME: . l-IUS20 FOR ~UNG TRUSSES <br /> ON GIRDERS UNLESS OTl-lERWfSE NOTED. <br /> TI-IESE TRUSS UFLIFT VALUES ARE LESS THAN CONNECTION CAPACITY. <br />MASONRY MET A20 I IS00 14- !0d X 11/2' <br />TIMBER HI0 1 8S~ 10-8d X lV2' <br />HUNG HUS20 1 1280 20-10d x ,3' <br /> <br />A6GE <br /> <br />DROPP~D GAB~~ <br /> <br />-1\'.\ <br />'..i'\ <br />\ <br /> <br /> <br />B I -0" C~(1 <br /> <br /> USF <br />TRUSS JOINT UFL II=T CONN. I=ASTENERSu <br />TYPE LOCATION (LBe) CONNECTION QTY. CAPACITY PER CONN. <br />NOTE: ALL OTHER TRuse 6R6. CONNECTIONS ARE USP HT A20-18 OR EQUAL <br />FOR MASONRY: USP l-iC10 FOR FRAME: . Tl-iD20 FOR !-lUNG TRUSSES <br />ON GIRDERS UNLESS OTHERWISE NOTED. <br />T14ESE TRUSS UPLIFT vALUES ARE LESS Tl-iAN CONNECTION CAPACITY. <br />MASONRY HT A2~-f8 1 lS~~ 14-1~d X 1v2' <br />TIMBER l-iC 10 1 SS0 18-10d X 11/2' <br />HUNG THD20 I lS:2~ f8-lod x .3v2' <br /> <br /># Double connectore to be pldced dld9onall~ to edch other. <br />u Do not drIve ndlle through the truee pldte on the oppoette elde of the truss <br />whrch could force the plate off the trust;. <br />..# Mounted vertlcall~ <br /> <br />- <br />o <br />\ <br /> <br />'I-- <br />\S\ <br /> <br />"T <br />\S\ <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 />A2 <br /> <br />, <br /> <br /> <br />B I -Oil Cl(1 <br /> <br />A3 <br /> <br />BI-O' ClCA <br /> <br />> <br />:0 <br /> <br />U <br />L <br />U <br /> <br />Q./ <br />I <br />VI <br /> <br />)> <br />..p.. <br /> <br />.... <br />:D <br />:D <br />::-.I <br />D <br />:I.l <br /> <br />.,. <br />n <br /> <br />DROp:7W ~~~ <br /> <br />A5GE <br />82 <br /> <br /> <br /> <br />D1 <br /> <br /> <br />() <br />r-) <br />0] <br /> <br /> <br />.. <br />.... <br />- <br /> <br />D <br />:D <br />> <br />o <br />z: <br /> <br />D2GE <br /> <br />- <br />"- <br />~ <br /> <br />D~OPPW cA,ABtf5 <br /> <br />CD <br />,. <br />10 <br /> <br />Xl <br />I <br />J.. <br />3 <br />:!: <br />I <br />I <br />:c <br />D <br />- <br /> <br />See OIjJ-iq::jer v&.311 "B I <br />cr1 :?~e 51) fer B7Gf s,ppcrt <br /> <br />21-4'1 T -4" <br /> <br /> <br />6'-2" <br /> <br />19' -4" <br /> <br /> <br />14 -6" <br /> <br />I: <br />~ <br />x: <br />- <br /> <br />:> <br />:.') <br />~ <br />~ <br />:::::iI <br />- <br /> <br />..... <br />:I.l <br />>0 <br />- <br />- <br />~ <br />z: <br />z <br />.u <br />~ <br />- <br />"- <br />CD <br />OJ <br />co <br />~ <br />e <br />- <br />~ <br />OJ <br />~ <br />a <br />- <br /> <br />ROOF PLAN <br /> <br />SCALE: 1/4" = 1'-0" <br /> <br />.. <br />~ <br /> <br /> <br />LATEST DATE: <br /> <br />IN PROCESS <br />REVlSION DATE : <br /> <br />DESCRIPTION : <br /> <br />09/24/03 <br /> <br /> <br />~~ <br />Lf) <br /> <br />a~ <br />C'~ <br />QcJ <br />" <br /> <br /> <br />STRONGBACKS REQUIR <br />DUE TO DEFLECTION <br />DIFFERENTIAL <br />(SEE STRONG BACK LETTER <br />IN ENG, PACK) <br /> <br />~~ <br />C0J]OC <br />~ <br />~ <br />OO~ <br /> <br />\J 1~ <br /> <br /> <br />s <br /> <br />PL-UMB CUi <br /> <br />--..J :? <br />12 <br /> N <br /> :n~ <br /> ~~ ~ <br /> O~ ,01 "'8 <br /> <t~ ~'" <br /> ~I <br /> Q~ ~@ <br /> U ~' ~~ ;!;~ <br /> ~i!i <br /> -l($;) Zz <br /> <:5"- <br /> U)Z LL~ i5~ <br /> I I "'~ <br /> ~:::> <br /> zffi IX ~~ <br /> U<t i5~ <br /> <[~ <tLL ~ ~;!: <br /> w in ~~ <br /> 111 't 8:25 <br /> Q~ 0 .. ~~ <br />n J~ 111 ~'" <br />-l~ u <br />ill w ~8 <br />~~ w~ <br /> <tan ~z <br /> "'>- <br /> ,'t 15~ <br /> ~~ El..,; <br /> "'u <br /> "'~ <br /> Q" ~8: <br /> 't~ <br /> ('(\($;) 1:3", <br /> ~ ~~ <br /> X, ~~ <br /> Ow ~;- <br /> lUz ~~ <br /> ,0 @ <br /> QI <br /> !L!L <br /> <br />} 10-1/2,1 <br /> <br /> <br /> <br />ATTENrrrON! <br />.~ <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 />~ <br />@ ~ ~ ~ ~ 0 <br />[!!J <br />0 Q Q @ <br />[? i!Vi!V i!() i!() <br />~ ~ c;) <br />@!J jJ::J ~ <br />d w w ~ l"il @ <br />2) VJ tW ~ ~ ~ <br />@ <br />d '" <br />~ ~ <br /> @5 <br />@ I? <br /> ~ <br /> '" ~ <br />~ <II [!!] '" "" <br />~~ ~ 25 ,,::!J <br />~ [!!] @ ~ <br />~ ~ ~ g I? <br />@5 ~ . @ @ @ <br />di ~ @ @, I? <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 &AMUEL A. C:;REEN6ERG, PE. -S424S <br /> <br />o TI-IUY ~. 14U'Y'NI-I, PE. ~~122 <br /> <br />o IRWIN J. 6EN&ON, PE. -4~1S8 <br />o All A66A5 ~AK.IM, P.E. 41S6186 <br /> <br />DATE : <br />05-115-02 <br />SCALE : <br />A~~ NOTED <br />DRAWN BY : <br />[8~IL.L VANCE <br />AUTOCAD FILE NAME <br />11827 <br />ENGINEER OF RECORD : <br />DANSCO <br />ENGINEERING. P.A. <br />SHEET DESCRIPTION : <br />ROOF IFRAMHNG <br />PLAN 'lPA'lP <br />5[8 <br /> <br />TO Tl.f BE5T Cf Tl.f ~1NEER'5 KNo.LlEDGE AND 6ELIEF, THE <br />e~ Fl.ANO AND OffCIFICATIa-lS cct1FI. y 1Jj1~ T14E <br />FL~IDA ElUILDm cooe. eeCTla-l ~~ ~ l2el MPJ1. 3 eeccw <br />CllJ5T, ~ 'e' IlAND Z~ (2001 EDITICW. <br /> <br />THI~ DRAJ.lJl}6 AND DESIGN ,~ V ~ID ~ 12 ~ AFiER THE <br />DATE 15 51ef.P AND $EALEP. <br /> <br />51GNED AND 5E4ED ~ TJ.f 5~1URAL PORTla-l Cf ~15 <br />DRAUJl}6 O'l Y. <br /> <br />ROOF FRAMING NOTE5: <br />1. oEE 514EET 63.1 FOR 614INGLE INFORMATION <br />AND INoTALLATION INoTRUCTIONe <br />