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<br />> <br />:0 <br />... <br />9 <br />>> <br />:\I <br />... <br />", <br />... <br />", <br />... <br />.- <br />D <br />:D <br />> <br />0 <br />OJ!: <br />- <br />0- <br />..L. <br />at <br />;. <br />~ <br />:.> <br />I <br />J... <br />3 <br />x: <br />, <br />, <br />:.> <br />D <br />- <br />- <br />x: <br />~ <br />x: <br />- <br />- <br />:::l <br />:.> <br />:n <br />~ <br />::::a <br />- <br />... <br />:\I <br />lO <br />.- <br />- <br />~ <br />z: <br />z <br />.u <br />-l <br />- <br />0- <br />eD <br />- <br />lQ <br />cD <br />e <br />- <br />ca <br />- <br />as <br />0 <br />- <br />.. <br />~ <br /> <br /> 40'~0' LA TEST DATE: IN PROCESS DESCRIPTION : <br /> '/ / REVISION DATE: <br />/ / <br /> 14'-0" 12'-4'1 I?'-B'I 09/24/03 <br /> '/ / / / <br />/ / / / <br /> <br />DROPPfD GABL-~ A6GE <br /> <br /> <br />B' 0" (' /' <br />~U vl--~ <br /> <br />-=-1 \'-l ~ <br />\S\ <br />, <br /> <br /> SIMFSON <br />TRUSS JOINT UPL 1FT CONN. FASTENERSu <br />TYPE LOCATION ( L6S) CONNECTION QTY. CAPACITY PER CONN. <br />NOTE: ALL OT~ER TRUSS 6RG. CONNECTIONS ARE SIMPSON MET A2e> OR EQUAL <br /> FOR MASONRY: SIMPSON ~1e> FOR FRAME: .t ~US2~ FOR ~UNG TRUSSES <br /> ON GIRDERS UNLESS OT~ERWISE NOTED. <br /> T~ESE TRUSS UPLIFT VALUES ARE LESS T~AN CONNECTION CAPACITY. <br />MASONRY META2lZl 1 lSlZllZl 14-1lZld X 1'/2 I <br />TIM6ER ~1e> 1 85e> 1~-8d X lV2' <br />~UNG ~US2~ 1 128~ 2e>-1e>d x 3' <br /> <br /> <br /> USF <br />TRUSS JOINT UPL 1FT CONN. FASTENERS" <br />TYPE LOCATION (L6S) CONNECTION QTY. CAPACITY PER CONN. <br />NOTE: ALL OT~ER TRUSS 6RG. CONNECTIONS ARE USP l-ITA2e>-18 OR EQUAL <br /> FOR MASONRY: USP l-4Cle> FOR FRAME: t Tl-4D2~ FOR l-4UNG TRUSSES <br /> ON GIRDERS UNLESS OTl-IERWISE NOTED. <br /> T~ESE TRUSS UPLIFT vALUES ARE LESS Tl-4AN CONNECTION CAPACITY. <br />MASONRY ~TA2e>-18 1 15e>0 14-10d X lV2' <br />TIM6ER l-ICle> I ~5lZl 18-10d X 1'/2' <br />~UNG T~D2~ 1 1520 18-16d x 3V2' <br /> <br />STRONGBACKS 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 /> . <br /> u <br />- - <br />0 0 <br />! \ U. <br />- <br />l"- T <br />\5\ \S\ <br /> <br />Double connect ore to be placed dlaeonall~ to each other. <br />Do not drIve naris through the truss plate on the opposIte efde of the trus5 <br />whIch could force the plate off the truse. <br />Mounted vertlcall~ <br /> <br />PWMB CU'" <br /> <br />r <br /> <br />- I <br />Q <br /> <br /> <br /> <br />.. <br /> <br />A2 <br /> <br />.. <br /> <br />y" <br /> <br /><( <br />n <br /><( <br /> <br />B ' ~O" ClCA <br /> <br /> A3 <br /> 8'-0' (I r; <br /> u[....u <br />- <br />~ <br />\ <br />\'-l <br />8 0 <br />':::5 ,- <br />- -" <( <br />0 u <br />CO ~ <br />\ <br />-" N <br />~ <br /> ~ <br /> A 11 GE DROPPfD cAABL-f <br /> ~ <br /> <br />.,.., <br /> <br />- <br />,~ <br /> <br />\'1 <br /> <br /> <br />B3GE <br /> <br />- <br />T <br />\ <br /> <br />0~ <br /> <br />n '<;j- n <br />-:> -:> -:> <br />U W U <br /> <br />t?Rorpf D GA13i__f <br /> <br />1 -4 <br /> <br />19'-4" <br /> <br />14' ~6" <br /> <br /> <br />6 ~2" <br /> <br />ROOF <br /> <br />SCALE: 1/4" = 1'-0" <br /> <br />PLAN <br /> <br />_?} ~-6 <br /> <br />10-1/2" <br /> <br />ATrrENTION! <br />-~ <br />DON'T UFT SINGLE TRUSSES <br />WITH SPANS LONGER THAN <br />30' BY THE PEAK <br />CONSULT HIB-91 <br /> <br />fr <br /> <br /> <br /> <br /> <br />STEPPES <br />ADD/ L 2 <br />PLYWOOD <br /> <br />1/4// FOR <br />~ RIBBONS <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 <br /> <br />o <br /> <br /> <br /> <br />o &AMUEL A. GREENBERG, FE. -:34245 <br /> <br />o T~UY ~. ~U'rN~, FE. ~~ln <br /> <br />D IRWIN J. BEN&ON, FE. .4~158 <br />o All ABBAS ~AKIM, FE. lIS6>l86 <br /> <br />TO me 6E5T Cf n.f OOlNEER5 KNO.llElX:lE A\(.l eELIEF, n.f <br />5rnx:11JRAL PI..AN$ A\(.l5!=fCIFICATIal$ ca1Pl. 'I' WlTl1 T4I: <br />A.ORIDA I3UIWm CODE, SECTla-i I~ FOR 120 MPJ.!. 3 SECOO <br />GUST, EXP06iJRE '8' WIND Z~ (2001 EDITICW. <br /> <br />11415 D~ A\(.l DE51GN 15 VALID FOR 12 ~ AF1ER me <br />DATE 15 51Gt-fD A\(.l $1ilD. <br /> <br />SIGNED A\(.l $1ilD FOR n.f 5TFaJC11JRAL PORTla-i Cf Tl-jl& <br />DRAWm ~ '1'. <br /> <br />ROOF FRAMING NOTES: <br />1. SEE 5~EET 53.1 FOR 5t-1INGLE INFORt1A TION <br />AND INSTALLATION INSTRUCTIONS <br /> <br />~~ <br />Ll) <br /> <br />a~ <br />C'~ <br />QCJ <br />" <br /> <br /> <br />~~ <br />Noc <br />~ <br />~ <br />ro~ <br /> <br />\J N <br /> <br /> N <br /> rn~ <br /> ~\S) ~ <br />~ ,01 0'" <br />-<tlfl ~8 <br /> " <br />() O~ nl .c;l <br /> Cl., <br /> ,-,'~ <br />~~ ;<;115 <br />l)ci ~15 <br />-l(() ",if <br />Z IL'" is!!! <br />\0- I I ~~ <br />za1 'IX h <br />O-<t i3f5 <br /><t~ -<t1L ~ ?::~ <br />fH Ifl ~~ <br /> 't iff5 <br />Q~ 0 . i~ <br />-l\S) 10 ~o= <br />-l\S) u <br />ill 0- Ul ~8 <br />lL~ ~~ <br /> -<tlfl "">- <br /> ,'t ~~ <br /> ~~ i:lti <br /> ~'" o~ r <br /> 't~ ~&: <br /> ~(() 13"" <br /> '" i;; <br /> X, ~iS <br /> OUl n <br /> lllz <br /> -0 @ <br /> Q'I <br /> lLlL <br /> <br /> <br /> <br />~ <br />~ <br />@ ~ ~ ~ ~ ~ <br />D . . <br />[? (!() (!() (!() (!() (!e) <br />~ @ ~ <br />~ [t::J ~ <br />d w ~ @ l!V @ <br />2) \? tW @ 6l ~ <br />@ <br />d en <br />~ ~ <br /> @S <br />@ IJ::::> <br /> ~ <br /> I!!l <br /> en @ <br />~ en I!!l en tEl <br />I!!l <br />@~ @S 2:5 ~ <br />[!!] I!!l @ ~ <br />~ @s ~ @S [? <br />g ~ ~ @ @ @ <br />~ @ @ @, [? <br />~ <br /> <br />DATE : <br />05-16-02 <br />SCALE : <br />AS NOTtED <br />DRAWN BY : <br />[8 ~ ILIL VANClE <br />AUTOC,4.D FILE NAME <br />1827 <br />ENGINEER OF RECORD : <br />DANSCO <br />ENGINEERING. P.A. <br />SHEET DESCRIPllON : <br />ROOf' f'RAM~ING <br />PLAN <i'A'lP <br />5C <br />