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<br />- <br />o <br />\ <br /> <br />'i'-- <br />u\ <br /> <br />40' ~O'I <br /> <br /> <br />12' ~411 <br /> <br />f <br /> <br />13 ~B' <br /> <br />14' ~O" <br /> <br />I <br /> <br />DROPpeD ClABl~ <br /> <br />A6GE <br /> <br />0'::; <br /> <br /> <br />8' ~Ol ClCl <br /> <br />A2 <br /> <br />, <br /> <br />r-' <br /> <br /><t: <br />I") <br /><t: <br /> <br />B' ~Ol ClCl <br /> <br />A3 <br /> <br />8' ~O I Clc; <br /> <br />~ <br /> - <br /> - <br /> ~ <br /> \ <br /> C'-\ <br />0 8 \.3 <br />\ - ---" <br />- <br />~ 0 \...) <br /> CD ~ <br /> \ <br /> ---" C'-\ <br /> ~ <br /> <br /> - <br /> 't"" <br /> \ <br /> C'-\ <br />> <br />D <br />II' <br />D <br />D <br />:y <br />,.. <br />,.. <br />.. <br />II' <br />~ <br />II' <br />,.. <br />C <br />:la <br />> <br />0 <br />iC <br />- <br />... <br />.... <br />if <br />0 <br />< <br />, <br />.... <br />3 <br />x: <br />I <br />, - <br />< <br />0 <br />- - <br />I: 0 <br />:!:) \ <br />:z: \'.\ <br />- <br />:;) <br />:.> <br />;f,) <br />~ <br />~ <br />... <br />:\I <br />:0 <br />... <br />- <br />~ <br />z: <br />z: <br />JJ <br />-I <br />- <br />"- <br />CD <br />- <br />ell) <br />IU <br />e <br />- <br />a:t <br />... <br />a:t <br />g <br />- <br />.. <br />::J <br /> <br /> <br /> <br /> <br />o <br />...- <br /><t: <br /> <br />A 1 1 G E t7ROPP~t7 ClABlf <br /> <br />I") ..q- I") <br />J J J <br />U W U <br /> <br />9ROPP~t7 c;AC"'~f 83GE <br /> <br />'t <br />X" <br /> <br /> <br />1'~411 <br /> <br />6'~211 <br /> <br />,9 ~4" <br /> <br />14 ~611 <br /> <br /> <br />1 -6[2, I' -61 , <br />6' I <br />2'+'-" <br />B <br /> <br />ROOF PLAN <br /> <br />SCALE: 1/4" = 1'-0" <br /> <br />S>' ~6" <br /> <br />f <br />t <br /> <br />~ <br /> <br />...... <br /> <br /> <br /> 61MP50N <br />TRUSS JOINT UPL 1FT CONN. FASTENERS" <br />T"f'PE LOCATION ( LBS) CONNECTION QT"f' . CAPACIT"f' PER CONN. <br />NOTE: ALL OTHER TRUSS eRG. CONNECTIONS ARE SIMPSON MET A20 OR EQUAL <br />FOR MASONR"f': SIMPSON Hl0 FOR FRAME: . HUS2i& FOR HUNG TRUSSES <br />ON GIRDERS UNLESS OTHERWISE NOTED. <br />THESE TRUSS UPLIFT vALUES ARE LESS THAN CONNECTION CAPACITY. <br />MA50NR"f' META20 1 1500 14-10d X lv2' <br />TIMBER H10 1 850 li&-8d X 11/2' <br />+-tUNG +-tU52~ 1 128~ 20-10d x 3' <br /> <br /> U5P <br />TRUSS JOINT UPL 1FT CONN. FASTENERSu <br />T"f'PE LOCATION (LB5) CONNECTION QTY. CAPACITY PER CONN. <br />NOTE: ALL OTHER TRUSS BRG. CONNECTIONS ARE U5P HT A20-18 OR EQUAL <br /> FOR MASONRY: USP HC10 FOR FRAME: . THD2~ FOR l-IUNG TRUSSES <br /> ON GIRDERS UNLES5 OTHERWISE NOTED. <br /> THESE TRUSS UPLIFT VALUES ARE LES5 THAN CONNECTrON CAPACITY. <br />MASONRY HT A20-18 1 1500 14-10d X lv2' <br />TIMBER HC10 1 S50 18-10d X lv2' <br />HUNG THD2i& 1 1520 18-1i&d x 3V2' <br /> <br />- <br />o <br />\ <br /> <br />Double connector~ to be placed dlagonall~ to each ot.her. <br />Do not. drIve nall~ trrough the t.ru~e plate on t.he oppoelte elde of" t.he t.rue~ <br />whIch could f"orce t.he plate of"f" t.he t.rues. <br />... Mount.ed vertlcall~ <br /> <br />.. <br /> <br />'t"" <br />U\ <br /> <br />LA TEST DATE : IN PROCESS DESCRIP1l0N : <br />REVISION DATE: <br />09/24/03 <br /> <br /> <br />STRONGBACkS REQUIR <br />DUE TO DEFLECTION <br />DIFFERENTIAL <br />(SEE STRDNGBACK LETTER <br />IN ENG, PACK) <br /> <br />U) <br />~ <br />o <br />I---l <br />~ <br />~ <br />:> <br /> <br /> <br /> <br />PWMB CUI <br /> <br />} 10~1/ 211 <br /> <br />ff <br /> <br /> <br />o <br /> <br />o <br /> <br />~? <br />12 <br /> <br />STEPPES <br />ADD' L 2 <br />PLYWOOD <br /> <br />1/4// FOR <br />8x RIBBONS <br /> <br />ATTENTION! <br />.~ <br />DON'T LIFT SINGLE TRUSSES <br />WITH SPANS LONGER THAN <br />30' BY THE PEAl< <br />CONSULT HIB-9' <br /> <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 on example, your truss may not motch, <br />Insist crane operator sets truss thiS way. <br /> <br />D 5AMUEL A. GREENBERG, FE. i34245 <br /> <br />D TI-4UY ~. ~UYNH FE. ~el22 <br /> <br />D IRWIN J. BENSON, FE. .4~158 <br />D All ABBAS HAKIM, FE. lISbl86 <br /> <br />TO TI-E 6E5T a: 1111: OOlteR'5 ~ AND 6E1.1f3=, TI-E <br />5~ ~ AND 5FECfICAT1CNS cctfl Y UA'fl./ n.IE <br />R.ORIDA BIJILDN:i CODE, OECTla4 ~€l6 ~ 12€l M.F.H. 3 eecoo <br />GUOT, EXFOeiJf'f '8' !lAND Za-lE (2001 EDITICW. <br /> <br />Tl41$ DRAWm AND DE51GN 1$ Vt>!.ID FOR 12 ~Tl45 Al=iER n.IE <br />DATE 1$ 51GNED AND OfI.LED, <br /> <br />5~ AND 0E4..ED FOR Tl-E 5~ PORTIa4 a: Tl415 <br />DRAWN:i a-a. Y. <br /> <br />ROOF FRAMING NOTE6: <br />1. &EE 5l-1EET 63.1 FOR 6l-11NGLE INFORMATION <br />AND IN&TALLATrON IN&TRUCTrON5 <br /> <br />~~ <br />L{) <br /> <br />a~ <br />C.~ <br />QcJ <br />U <br /> <br /> <br />~~ <br />C0J]OC <br />~ <br />~ <br />OO~ <br /> <br />\J I ~ <br /> <br /> N <br /> r~ <br /> 11)01 <br /> ~~ t; <br />()~ .01 ~~ <br />"111) <br />Q~ -<:1 <br /> Q., <br />il" tS~ <br />U~' ~~ <br />O~ ",15 <br />-l~ "'<>: <br /> (3e.. <br />ll.'-' O~ <br />cJ)- , , ~~ <br />zffi :xX ~~ <br />u"1 ~g <br />q~ "1ll. ~ /:;; <br />W in ~~ <br />10 't Il:~ <br />Q~ 0 . ~~ <br />-l~ 10 ~o= <br />-l~ u <br />ill o- w ~8 <br /> lL~ ~~ <br /> "111) "'>- <br /> .'t 15~ <br /> ~~ El~ <br /> 0<.) <br /> o;j <br /> ~" ~<>: <br /> 't~ e.. <br /> (i)~ 8", <br /> '-' i~ <br /> X, ~~ <br /> Ow ~~ <br /> IOz ;Eo <br /> .() @ <br /> ~[ <br /> <br /> <br /> <br />r "" <br /> ~ <br /> ~ <br /> @ ~ ~ D D ~ <br /> [!!, [!!, <br /> CJ ~ ~ a <br /> [? @@ ~ <br /> ~ ~ ~ <br /> ~ ~ lI'J <br /> d ij ij ~ I!i) @ <br /> 2) 9 (if) ~ @) @!I <br /> @ <br /> d '" <br /> ~ ~ <br /> g <br /> @ I? <br /> zg <br /> [!!J <br /> '" 19) <br /> ~ '" I!!l '" a:l <br /> l!!J <br /> ~~ g 25 dl <br /> ~ [!!J @ ~ <br /> = g ~ g I? <br /> @5 ~ ~ @ @ @ <br /> 2J @ @ @, I? <br /> ~ <br />, ~ <br /> <br />DATE ; <br />05-115-02 <br />SCALE : <br />AS NOTED <br />DRAWN BY : <br />[8~Ll. VANCE <br />AUTOCAD FILE NAME <br />11827 <br />ENGINEER OF RECORD : <br />DANSCO <br />ENG~NEERING. P.A. <br />SHEET DESCRIPllON : <br />ROOIF IFRAM~NG <br />PLAN 'IP A 'lP <br />5A <br />