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<br />1/ 40'-01 / <br />I / <br /> 14'-0" / 121-411 / I:?I-BI / <br />/ <br />/ / / / <br /> <br />t?ROPP~t? C:;AB~~ A6GE <br /> <br /> SIMFSON <br />TRUSS JOINT UFL 1FT CONN. FASTENERS" <br />TYPE LOCATION ( LeS) CONNECTION QTY. CAFACITY FER CONN. <br />NOTE: ALL OTI-IER TRUeS eRG. CONNECTIONe ARE elMFSON MET A2(() OR EQUAL <br />FOR MASONRY: SIMPSON I-Il(() FOR FRAME: 4 I-IUS2~ FOR I-IUNG TRUSSES <br />ON GIRDERS UNLESS OTI-IERWfeE NOTED. <br />TI-IESE TRUSS UFLlFT vALUES ARE LESS TI-IAN CONNECTION CAFACITY. <br />MASONRY MET A2(() 1 lS~~ 14-1Zld X lV2' <br />TIMBER 1-11 Zl 1 8S0 1~-8d X 1'/2' <br />I-IUNG I-IUS2~ 1 128~ 20-1Zld x .3' <br /> <br />-IN~ <br />U\ <br />\ <br /> <br /> <br />..... <br /> <br />BI-O" C~C:; <br /> <br /> USP <br />TRUSS JOINT UFL 1FT CONN. FASTENERS" <br />TYFE LOCATION (LBS) CONNECTION QTY. CAFACITY FER CONN. <br />NOTE: ALL OTI-4ER TRUSS BRG. CONNECTIONS ARE USF I-ITA2~-18 OR EQUAL <br /> FOR MASONRY: USF I-ICIe> FOR FRAME: 4 TI-ID2~ FOR I-IUNG TRUSSES <br /> ON GIRDERS UNLESS OT14ERWISE NOTED. <br /> TI-4ESE TRUSS UFLlFT VALUES ARE LESS T1-4AN CONNECTION CAFACITY. <br />MASONRY 1-4T A2e>-18 1 lSe>0 14-1e>d x lV2' <br />TIMBER 1-4C 1 e> I ~S0 18-1e>d X IV2' <br />1-4UNG TI-ID2~ 1 lS2e> 18-1~d x .3V2' <br /> <br />Double connectore to be placed dragonall~ to each other. <br />Do not drIve naris through the trues plate on the oppoelte erde or the truss <br />whrch could f'orce the plate of'r the tru&&. <br />MOUrlted vertlcal18 <br /> <br /> .. <br />- fff <br />a a <br />\ \ <br />\'-- 'T <br />U\ U\ <br /> <br />.-. <br /> <br /> <br />..... <br /> <br />LA TEST DATE: IN PROCESS DESCRIPTION : <br />RE\I1SION DATE: <br />09/24/03 <br /> <br /> <br />STRDNGBACKS REQUIR <br />DUE TO DEFLECTION <br />DIFFERENTIAL <br />(SEE STRDNGBACK LETTER <br />IN ENG, PACK) <br /> <br />rn <br />::J <br />o <br />~ <br />~ <br />~ <br />:> <br /> <br />.. <br /> <br />A2 <br /> <br />.. <br /> <br />y" <br /> <br /><{ <br />n <br /><{ <br /> <br />B -0'1 c~C:; <br /> <br />A3 <br /> <br /> <br />BI -0' c~C:; <br /> <br />- <br />~ <br />\ <br /> <br />- <br />a <br />\ <br /> <br />N <br /> <br />8 <br /> <br />r- <br /><{ <br /> <br />o <br /> <br />\3 <br />~ <br />u <br /> <br />- <br />~ <br /> <br />- <br />o <br />co <br />~ <br />~ <br /> <br />-- <br /> <br /> <br />~ <br />\ <br />N <br /> <br /> <br />A 11 GE DROPP~t? C:;AB~~ <br /> <br />'(\~ <br /> <br />n '<t' n <br />-, -, -, <br />u w u <br /> <br />DROPP~D C:;ABL-~ B3GE <br /> <br />-:s <br />;i? <br /> <br /> <br />11-4" <br /> <br />61-2'1 <br /> <br />19 -4'1 <br /> <br />14 -6" <br /> <br /> <br /> <br />P~UMB CUi <br /> <br /> <br /> <br />ff <br /> <br />10-i/2" <br /> <br />"-6~ I' <br />'6 <br /> <br />ROOF PLAN <br /> <br />SCALE: 1/4" = 1'-0" <br /> <br />2 _IJ.. <br />8 <br /> <br />01-611 <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 />& RIBBONS <br /> <br />ATTENrrrON! <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 /> 'T <br /> \ <br /> N <br />> <br />Xl <br />..,. <br />S> <br />>> <br />::-" <br />... <br />... <br />.. <br />..,. <br />n <br />..,. <br />... <br />.0 <br />St <br />> <br />0 <br />z <br />- <br />.... <br />J.. <br />a <br />311 <br />0 <br />..: <br />, <br />J.. <br />3 <br />:r: <br />I <br />, <br />..: <br />D <br />- - <br />:c a <br />:!:J \ <br />x: ~ <br />- <br />::> <br />~ <br />~ <br />~ <br />~ <br />... <br />::-" <br />>0 <br />... <br />- <br />~ <br />z <br />Z <br />JJ <br />~ <br />- <br />0- <br />CD <br />- <br />co <br />~ <br />- <br />as <br />- <br />as <br />0 <br />- <br />.. <br />:!:J <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 />D SAMUEL A. GREENBERG, FE. "34245 <br /> <br />o TI-IUY 1-1. I-IUYNl-I, FE. ~~I:2:2 <br /> <br />o IRWIN J. 6EN50N, FE. .4~1S8 <br />o All A66Ae I-IAKIM, FE. lISb 180 <br /> <br />TO T\.E 6E5T Cf i1-lE OOINEER'S ~ ~ eELlS:, T\.E <br />5~ FLAN$ ~ effCflCATICNS cct1FL Y UAT\4 i1-lE <br />flORIDA 6UILDm CODE, eeCTIa1 ~t16 FOR 12~ MP.l-l. 3 eeccw <br />GUOT, E><P06iJl'!E Ie' u.t.lD Z~ (2001 EDITICW. <br /> <br />T\41$ DRAWm AND DE$IGN 15 VAUD FOR 12 ~M tfi'ER i1-lE <br />DATE 1$ $IGNED AND 5EALED. <br /> <br />$i(J.8) AND 5EALED FOR T\.E $~ PORrIa1 Cf Tl-l1$ <br />DRAWm ctl Y. <br /> <br />ROOF FRAMING NOTEe: <br />I. SEE 51-1EET 5.3.1 FOR S14INGLE INFORMATION <br />AND INSTALLATION INSTRUCTIONS <br /> <br />~.q- <br />Lf) <br /> <br />O~ <br />C'~ <br />€JcJ <br />tj <br /> <br /> <br />~ ~ <br />U~~ <br />~oc <br />~ <br />CJ <br />OO~ <br />\J I N <br /> <br /> N <br /> l{)~ <br /> ~~ w <br /> ;5 <br /> 0'" <br />oi I ~~ <br /><tU) <br />Q~ ~I <br /> a-. <br />~a .sr;J <br />l) ~' ffi1e <br /> !i!~ <br />-.J\'l.) "a- <br />IL" ~;2 <br />(j) -- , . ~~ <br />zffi ::rx ~~ <br />u<t 15li5 <br />q~ <tIL ~ /:;5 <br />tH in ~~ <br /> 't If~ <br />D~ 0 . !zi5 <br />-.J~ III 'i:jo= <br />-.J~ u <br />ill ~~ w ~~ <br />'-1 ~~ <br /><tu) "'>- <br />,'t IS~ <br />~~ El" <br /> au <br /> a~ <br /> 't~ ~If <br /> (t)\'l.) 8", <br /> " i~ <br /> X, ~i'5 <br /> Ow j;;Jg <br /> Illz ;;13 <br /> cO @ <br /> .::r <br /> lLlL <br /> <br /> <br />@:V <br />~ <br />@ . . m: ~ a <br />l!i l!i ~ <br />0 ~ ~ . <br />[? (!f)(!f) ~ <br />~ ~ ~ <br />@tJ ~ ~ <br />cfl ij ~ ~ ~ @ <br />2) <;;J ~ ~ ~ ~ <br />@ <br />cfl a:l <br />~ ~ <br /> @5 <br />@ I? <br /> zg <br /> ~ <br /> a:l @ <br />~ a:l [!!J a:l CD <br />~ <br />~ ~ @5 g dJ <br />[!TI ~ @ ~ <br />~ ~ ~ @5 IF> <br />@S ~ . @ @ @ <br />~ ~ @ @, !? <br />~ <br /> .-/ <br /> <br />DATE : <br />05-116-02 <br />SCALE : <br />AS NOTED <br />DRAWN BY : <br />18~1L1L VANCE <br />AUTOCAD FILE NAME <br />11827 <br />ENGINEER OF RECORD : <br />DANSCO <br />ENGijNEERING. P.A. <br />SHEET DESCRIPTION : <br />ROOF lFRAM~NG <br />PILAN WlAWl <br />SA <br />