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<br />/ <br />/ <br /> <br />40'~OI <br /> <br />/ <br />/ <br /> <br />/ <br />/ <br /> <br />? -B'I <br /> <br />12' ~4i1 <br /> <br />141~O" <br /> <br />/ <br />/ <br /> <br /> SIMPSON <br />TRU55 JOINT UPLIFT CONN. FA5TENER5u <br />TYPE LOCATION (LB5) CONNECTION QTY. CAPACITY PER CONN. <br />NOTE; ALL OTHER TRU55 BRG. CONNECTION5 ARE 51MP50N MET A20 OR EQUAL <br />FOR MA50NRY; 51MP50N H10 FOR FRAME; 4 HU52b FOR HUNG TRU55E5 <br />ON GIRDER5 UNLE55 OTHERWI5E NOTED. <br />THE5E TRU55 UPLIFT VALUE5 ARE LE55 Tl-lAN CONNECTION CAPACITY. <br />MA50NRY MET A20 1 1500 14-10d X lV2' <br />TIMBER H10 1 850 lb-8d X 1'/2' <br />HUNG HU526 1 128b 20-10d x 3' <br /> <br />(JrJflr'/tJt::"') ('!.r;;,j t:: <br />Vr,JJI I L.-- V~lr\Vvl.-- <br /> <br />A6GE <br /> <br />f <br /> <br />f <br /> <br />- "'- <br />-IN "- <br />u\ <br />-' " <br />- " <br /> <br />"'- <br />" <br /> <br />~ ~ , <br />////////////// ///////~""""~""~~ <br />V#//~W/# //////~~. <br />~/#/AW~ W//~#//~ <br />//~W~ 'i////j~~. <br />// / / / / / / / # #~/ / / / / / /,,/ " / " " "',,~<',,~ <br />V//~W/#//////~~~~ <br />W / ~l::/ // / ~W / / ~/ // ~~f <br />#/:/0W~~~///~~~ <br />//////##//:/~~~~~ <br />~#//~W/:/ij///~~ //~~/ // ~/ / /W <br />~/'i///~~ ~// #~///// // /// //~ <br />j/://~~W//~~/~~W~~///~/ <br />//dW/://:/~~///~~//~~ <br />//#//~W/:/~/#~~/~~///////W <br />W#W///#~W//~~~///~#~W <br />///:///;////~W//:/W ~~ ~/// <br />V/://///j/:/~~ // ~~~~~ ~/~ / ~ <br />///#/~W#~W/:///~~~/////~/W <br />/:/#/jW#~/:/W///WW~~/~~/ <br />//////~//////;//////;~////~/~ ~ ~ ~ / <br />~~/////////~//~~ <br /> <br />~//~~""""""'" <br /> <br />~ V >'" ~ ~ ~ ~:~ <br />\- /~ ~ ~ ~ ~ ,~ <br />~:;;~//~ <br />/ "'- '" '" '" '" '" " <br />-' <br /> <br />/ <br /> <br />B ~Ol ac;; <br /> <br /> UsP <br />TRU55 JOINT UPLIFT CONN. FA5TENER5u <br />TYPE LOCATION (LB5) CONNECTION QTY. CAPACITY PER CONN. <br />NOTE; ALL OTHER TRU55 BRG. CONNECTION5 ARE U5P HT A20-18 OR EQUAL <br />FOR MA50NRY; U5P HC10 FOR FRAME; 4 THD2b FOR HUNG TRU55E5 <br />ON GIRDER5 UNLE55 OTHERWI5E NOTED. <br />THE5E TRU55 UPLIFT VALUE5 ARE LE55 THAN CONNECTION CAPACITY. <br />MA50NRY HT A20-18 1 1500 14-10d X 11/2' <br />TIMBER HC 10 1 ~50 18-10d X lV2' <br />HUNG THD2b 1 1&20 18-1bd x 31/2' <br /> <br />· Double connectors to be placed dla9onall~ to each other, <br />u Do not drive naile th-oueh the tru5e plate on the oppo5ite eide of the true5 <br />whfch could force the plate off the trues, <br />.u Mounted vertlcall~ <br /> <br />- <br />o <br />\ <br /> <br />- <br />o <br />\ <br /> <br />- <br />T <br />\S\ <br /> <br />\'- <br />U\ <br /> <br /> <br />STEPPES <br />ADDI L 2 1/411 FOR <br />PLYWOOD ~ RIBBONS <br /> <br />o <br /> <br />o <br /> <br />A2 <br /> <br />, '), <br />0'~ <br />y-' <br /> <br /><f.L <br />n <br /><f.\, <br /> <br /> <br />B'~O"C~G <br /> <br />A3 <br /> <br />B'-Qil c~c; <br /> <br />L <br /> <br />.q- <br /><f. <br /> <br />I....::S <br />--" <br />u <br /> <br />'? <br /> <br />" <br />- " <br />\'- <br /> <br />\' <br /> <br />N <br /> <br />-us:o <br /> <br />= =--" <br />-IN <br />~ "- <br />'" <br />\J <br /> <br />ASGE <br />82 <br /> <br />T <br />\ <br /> <br />j~Cy~~j );"~~~ <br /> <br />........ <br /> <br />" <br />1"'- <br /> <br />/ <br />):( <br /> <br />'" <br />"- "- <br /> <br />"0 <br /> <br />" /I <br />)....1 <br /> <br />D1 (// <br /> <br />N <br />" <br />1"'- <br /> <br />~ <br /> <br />" <br /> <br />E1GE <br /> <br />/ <br />II I <br />/-\.1 <br /> <br />f'I.. <br />Ii <br /> <br />I <br />I/~ <br /> <br />D~OP?S) ~F~..~ <br /> <br />D2GE <br /> <br />rn <br />LN <br />G) <br />fTl <br /> <br />'" <br />jRO!J:?~) G\A3'/~5 "\ <br /> <br />See Of; ope' V ~1:3 ~ <br />cJ1 :? 3:1t J? feT ~JUC ~/?Cf~ <br /> <br />/ <br />/ <br /> <br />9' ~41 <br /> <br />2'-B I 2'~2" <br />v v' / <br />/ / / <br /> <br />2' -?-II <br />1/' 1/ <br />/ / <br /> <br />l' -4" <br /> <br />1/ <br />/ <br /> <br />6'-2" <br /> <br />1/ <br />/ <br /> <br />14' ~6" <br /> <br />V <br />/ <br /> <br />ROOF <br /> <br />SCALE: 1/4" = 1'-0" <br /> <br />PLAN <br /> <br /> ~~ <br /> NOC <br /> ~ <br /> ~ <br /> OO~ <br /> \J J~ <br />---.J ? <br />12 <br /> N <br /> r(() <br /> d)01 <br /> ~~ ~ <br /> ()~ ,01 "'8 <br /> <td) ~N <br /> Q~ .-;, <br /> Q. . <br /> it" <5~ <br /> U ~' ;!;a\ <br /> o~ gj:5 <br /> -l(() 138: <br /> fj)Z LL'-' i5~ <br /> , I tHI <br /> Zit IX ~~ <br /> ill u<t ~[5 <br /> <t~ <tLL ~ ~F!' <br /> W ifi ~~ <br /> ro "t Il:~ <br /> Q~ 0 . 'Zi!j <br /> -l~ ro ~F <br /> -l~ u <br /> ill o- w ~8 <br /> lL~ ~~ <br /> ~ <td) 5~ <br /> ,"t <br /> ~~ ~~ <br /> "'~ <br /> ~" ~If <br /> "t~ <br /> ('/'I(() ~!a <br /> '-' ~F!' <br /> X, ~i!j <br /> 2~ bj~ <br /> ~~ <br /> ,0 @ <br /> QI <br /> (L(L <br /> <br />LA TEST DATE: <br /> <br />IN PROCESS <br />REVISION DATE : <br /> <br />09/16/04 <br /> <br /> <br />STRDNGBACKS REQUIR <br />DUE TO DEFLECTION <br />DIFFERENTIAL <br />(SEE STRONGBACK LETTER <br />IN ENG, PACK) <br /> <br /> <br />P~LM:? CUi' <br /> <br />} :O~I/ 211 , <br /> <br />n <br /> <br />ATTENTION! <br /><~ <br />DON'T LIFT SINGLE TRUSSES <br />WITH SPANS LONGER THAN <br />30' BY THE PEAK <br />CONSULT HIB-91 <br /> <br />30' Span r less <br /> <br />\ I 60 degrees <br />,. or less <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 ~AMUEL A. GREENBERG, FE. i3424S <br />o THUY I-t I-iU'rNH, FE. ~01n <br />o IRWIN J. 6ENe.ON, FE. -4~lS8 <br />o All ABBAS l-1AKIM, FE, ~6186 <br /> <br />TO 11-1: BEST a: 111E ~1NEER'SI<WJlED6E AND BELiEf, 111E <br />SmJC11.JRAL ~ AND OffCIFICATlai5 ca1FL 'T' IU~ 111E <br />Fl~IDA aJlLDm COOE, SECTI~ IC>~ FOR 120 M.P.I-I. 3 SECOO <br />C':IUST, EXfOOIJRE '6' WIND l()lE (2001 EDITICW. <br /> <br />11-115 DRAWm AND DESkJN 15 VALID FOR 12 t1a-i1145 AFTER 1l-E <br />DAlE 15 SIGNED AND 5EALED. <br /> <br />SIGNED AND SEAUD FOR 11-1: 5mJC11.JRAL FORTl~ Cf ~15 <br />DRAWm ctl Y. <br /> <br />ROOF FRAMING NOTE~: <br />1. ~EE ~t-4EET ~3.1 FOR ~t-4INGLE INFORMATION <br />AND IN~T ALLATION IN~TRUCTION~ <br /> <br />DESCRIPTlON : <br /> <br />~~ <br />L{) <br /> <br />a~ <br />c'~ <br />eJCI <br />" <br /> <br /> <br /> <br />r <br />(!jJ <br />~ <br />@ ~ ~ ~ ~ a <br />[!1;, <br />D a <br />[? (!V (!V ~ ~ @:i) <br />~ ~ ~ <br />~ []::l [i:::l <br />d ~ ~ ~ I!i) @ <br />2J 'ifJ W ~ 6) (5\!J <br />@ <br />d al <br />~ ~ <br />g <br />@ I? <br />~ <br />l!!l <br />~ al @ ... tD <br />al l!!l l!!l <br />~ ~ g 25 dJ <br />[!!] ~ ~ l!!l @ ~ <br />= g ~ g I? <br />g ~ ~ @ @ @ <br />~ @ @ @, I? <br />~ <br /> ../ <br /> <br />DATE : <br />05-115-02 <br />SCALE : <br />AS NOT[E[D <br />DRAWN BY : <br />[8~lLlL VANCE <br />AUTOCAD FILE NAME <br />11827 <br />ENGINEER OF RECORD : <br />DANS CO <br />ENG[NEERING, P.A. <br />SHEET DESCRIPTlON : <br />ROOIF IFRAM~NG <br />[PLAN <ilA<il <br />5[8 <br />