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<br />/ <br />/ <br /> <br />40 -0" <br /> <br />/ <br />/ <br /> <br />/ <br />/ <br /> <br />15 -[3 I <br /> <br />i2 -4" <br /> <br />A'-O' <br /> <br />y <br />/ <br /> <br />f <br /> <br />f <br /> <br />A6GE DROPP~9 C1,AB~f <br /> <br />- " <br />---=-IC'--i l"- <br />\-,'\. <br /> <br /> <br />[3'-0" C~C1 <br /> <br /> <br /> SIMPSON <br />TRU55 JOINT UPLIFT CONN. FA5TENER5u <br />TYPE LOCATION ( L65) CONNECTION QTY. CAPACITY PER CONN. <br />NOTE: ALL OTHER TRU55 6RG. CONNECTION5 ARE 5\MP50N MET A20 OR EQUAL <br />FOR MA50NRY: 51MP50N ~10 FOR FRAME: ~ ~U52~ FOR HUNG TRU55E5 <br />ON GIRDER5 UNLE55 OTHERWI5E NOTED. <br />THE5E TRU55 UPLIFT VALUE5 ARE LE55 THAN CONNECTION CAPACITY. <br />MA50NRY META20 1 1 S 00 14-10d X 1'/2' <br />TIM6ER H10 1 8S0 1~-8d >< 11/2' <br />HUNG HU52~ 1 128~ 20-10d x 3' <br /> <br /> U5P <br />TRU55 JOINT UPL 1FT CONN. FA5TENER5ff <br />TYPE LOCATION (L 65) CONNECTION QTY, CAPACITY PER CONN. <br />NOTE: ALL OTHER TRU55 6RG. CONNECTION5 ARE U5P HTA20-18 OR EQUAL <br /> FOR MA50NRY: U5P HC10 FOR FRAME: ~ THD2~ FOR HUNG TRU55E5 <br /> ON GIRDER5 UNLE55 OTHERWI5E NOTED. <br /> THE5E TRU55 UPLIFT vALUE5 ARE LE55 THAN CONNECTION CAPACITY. <br />MA50NRY HT A20-18 I IS00 14-10d X lv2' <br />TIM6ER ~C10 I SS0 18-10d X 1'/2' <br />~UNG THD2~ 1 IS20 le-l~d x 3v2' <br /> <br />- - <br />0 0 <br />, \ <br />'T l"- ff <br />u'\ ,~'\ <br /> ... <br /> <br /> <br /> <br /> <br />A2 <br /> <br />;'Y <br /> <br /><( <br />n <br /><( <br /> <br />/ <br /> <br />; <br /> <br />[3' -0' CC1 <br /> <br />A3 <br /> <br />[3' -0" CC1 <br /> <br />o <br /><( <br /> <br /> - <br /> '-S) <br /> \ <br /> - <br /> N <br />\::'i 8 <br />---" - <br />u 0 <br />'? CD <br />N -" <br />~ <br /> <br />-.""" <br /> <br />9ROP~f) C1ABlf A 11 GE <br /> <br />~ <br /> <br />B3GE <br /> <br />DROPPW C1,AB/f <br /> <br />n <br />--:l <br />U <br /> <br />~ n <br />--:l --:l <br />W U <br /> <br />19' -4" <br /> <br />2' _[311 <br /> <br />1'-4 I <br /> <br />6'-2' <br /> <br /> <br />4'-6" <br /> <br />ROOF <br /> <br />SCALE: 1/4" = 1'-0" <br /> <br />PLAN <br /> <br />'-11, <br />2 <br /> <br /> <br />~ <br /> <br />- <br />o <br />\ <br /> <br />- <br />'-S) <br /> <br />!y<./ <br /> <br /> <br />:7 -611 <br /> <br />Double COfHiectore- to be placed dfa90(lall~ to each other. <br />Do fiat drive fialle through the truee plate Ofi the oppoelte efde of the truee <br />whfch could force the plate off the truee. <br />Moufited vertfca I!~ <br /> <br />A TrrENTION! <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 />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 />- <br />o <br />\ <br /> <br /> <br /> <br />':f\ <br /> <br />LATEST DATE: <br /> <br />IN PROCESS <br />REVISION DATE: <br /> <br />09/16/04 <br /> <br />STRDNGBACKS REQUIR <br />DUE TO DEFLECTION <br />DIFFERENTIAL <br />(SEE STRONG BACK LETTER <br />IN ENG, PACK) <br /> <br /> <br />,.. <br />-;; <br /> <br />~5 <br />12 <br /> <br />~WMB C1Y <br /> <br />} 10-1/21! <br /> <br />ff <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 />o e,AMUEL A GREENBERG, F.E. -:3424S <br /> <br />o Tt-4UY 1-1. I-IUYNI-I, F.E. ~0122 <br /> <br />o IRWIN J. BEN~ON, P.E. -4~1S8 <br />o All AB6Ae, I-IAKIM, F.E. 'Sb l8b <br /> <br />TO mE 6E$T Cf Tl-f ~lNEER'$ KNO.llEIX:C ~ 6ELIEf, Tl-f <br />$rnJ:~ FLkl$ ~ 6ffCIFICATI~ W1Pl. Y UJI~ mE <br />R..ORIDA 6UILDIt(; croe, 5ECTI~ Ib~ FOR 12~ MPH 3 5ECOO <br />GUST, EXFOOJFf '6'lUlND Za.a: (2001 EDITICW. <br /> <br />1141$ DRAlUt-61W DESkiN 15 vALID FOR 12 t1CNTl45 ffTER mE <br />DATE 15 SI6NED IW 5EAI..ED. <br /> <br />$IGNED A"D 5EALED FOR Tl-f 5rnJ:TURAL PORT~ Cf THI$ <br />DRAlUIt(; O'! Y. <br /> <br />ROOF FRAMING NOTE~: <br />1. ~EE ~t-4EET ~3.1 FOR ~t-4INGLE INFORMATION <br />AND IN~TALLATION IN~TRUCTION~ <br /> <br />DESCRIP1l0N : <br /> <br />~~ <br />L() <br /> <br />a~ <br />C'~ <br />@cJ <br />tI <br /> <br /> <br />~~ <br />U~~ <br />Noc <br />~ <br />~ <br />OO~ <br /> <br />\J -, ~ <br /> <br /> N <br /> :n~ <br /> ~~ .., <br /> ;; <br />O~ ,01 ~8 <br /><tU) N <br />01 <:1 <br /> ,,-, <br />OC'" <5~ <br />l) ~f ;;!;as <br />o!':! fj- <br /> z~ <br />-lcC (3"- <br />(f)Z IL"" is!<l <br />, , o~ <br /> ~'" <br />zffi ::tX ~~ <br />U<t ~~ <br /><t~ <t1L ~ 1:;; <br />W in ~~ <br />10 't <br />D~ 0 "-i5 <br /> . :z~ <br />-l~ 10 i:j", <br />-l~ u <br />W ..,'" <br />0- ;;~ <br /> lL~ "'fu <br /> <tu) ~'" <br /> "'>- <br /> ,'t ~?( <br /> ~~ ~t; <br /> o~ <br /> ~3 ~If <br /> t3", <br /> c(\cc i~ <br /> "" <br /> x, ~15 <br /> Ow ~... <br /> ..,is <br /> IOz ;;;3 <br /> ,0 @ <br /> Q::t <br /> lLlL <br /> <br /> <br /> <br /> , <br />@R) <br />~ <br />@ ~ ~ ~ ~ a <br />[!!, <br />CJ ~ ~ a <br />[? i!() (!() ~ <br />~ ~ ~ <br />@4J I/':J [fJ <br />d ~ ~ ~ lTV W <br />2) Ii? ~ ~ ~ ~ <br />@ <br />d '" <br />~ ~ <br /> ~ <br />@ l? <br /> ~ <br /> [)!] <br /> '" @ <br />~ '" [)!] '" '" <br />[)!] <br />@~ ~ 8 ~ <br />[!!J @ ~ <br />~ ~ ~ ~ IJ=> <br />@S ~ ~ @ @ @ <br />~ @ @ @, IJ=> <br />~ <br /> ~ <br /> <br />DATE : <br />05-15-02 <br />SCALE : <br />AS NOTED <br />DRAWN BY : <br />[BUILIL. VANCE <br />AUTOCAD FILE NAME <br />11827 <br />ENGINEER OF RECORD : <br />DANSCO <br />ENG~NEERiNG, P.A. <br />SHEET DESCRIP1l0N : <br />ROO!F !FRAMiNG <br />PILAN 'lPA'lP <br />5C <br />