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<br />/ <br />/ <br /> <br />40'-Qi' <br /> <br />/ <br />/ <br /> <br />/ <br />/ <br /> <br />4-0" <br /> <br />I?-B <br /> <br />/ <br />/ <br /> <br />i2 -4" <br /> <br />/ <br />/ <br /> <br />I <br /> <br />A6GE <br /> <br />DROPPW GAB~~ <br /> <br />" <br />~ <br /> <br /> <br />B' -0' C~w <br /> <br />- <br />o <br />\ <br /> <br />\'- <br />U\ <br /> <br />A2 <br /> <br />, <br /> <br /> <br />B'-O" ClG <br /> <br />A3 <br /> <br />B'-O' C~C; <br /> <br />V <br />L <br />U <br />(2/ <br />! <br /> <br />)> <br />-+:>- <br /> <br />V) <br /> <br />" <br /> <br /> <br />~L <br /> <br /> <br />o <br />t'0 <br />CO <br /> <br />DRcrp~) ~~ <br /> <br />A5GE <br />82 <br /> <br /> <br />D1 <br /> <br />D2GE <br /> <br />DRoppeJ ~A8Ive5 <br /> <br />See Ol<+f~er Def'oIII!B' <br />rx p aoe 5B .'rx B5~e ~PPCft <br /> <br />2'-4'1 <br /> <br />6'-2" <br /> <br />19 -4'1 <br /> <br />l' -4" <br /> <br /> <br /> <br />14 -6" <br /> <br />ROOF <br /> <br />SCALE: 1/4" = 1'-0" <br /> <br />PLAN <br /> <br />- <br /> <br />-1\'-\ <br />IJ.\ <br />\ <br /> <br /> <br /> SIMPSON <br />TRUSS JOINT UPL 1FT CONN. FASTENERS" <br />TYPE LOCATION (LeS) CONNECTION QTY. CAPACITY PER CONN. <br />NOTE: ALL OT~ER TRUSS eRG. CONNECTIONS ARE SIMPSON MET A2g OR EQUAL <br /> FOR MASONRY: SIMPSON 1-410 FOR FRAME: c t-lUS2~ FOR l-1UNG TRUSSES <br /> ON GIRDERS UNLESS OT~ERWISE NOTED. <br /> THESE TRUSS UPLIFT VALUES ARE LESS THAN CONNECTION CAPACITY. <br />MASONRY MET A20 1 15g0 14-1gd X lV2' <br />TIMeER Hlg 1 85g 1~-8d X lV2' <br />HUNG 1-4US2~ 1 128~ 2g-1gd x 3' <br /> <br /> USP <br />TRUSS JOINT UFL 1FT CONN. FASTENERS" <br />TYPE LOCATION ( LBS) CONNECTION QTY. CAFACITY FER CONN. <br />NOTE: ALL Or~4ER TRUSS 6RG. CONNECTIONS ARE USP 1-4T A20- 18 OR EQUAL <br />FOR MASONRY: USP 1-4C10 FOR FRAME: c T1-4D2~ FOR 1-4UNG TRUSSES <br />ON GIRDERS UNLESS OTHERWISE NOTED. <br />T1-4ESE TRUSS UPLIFT VALUES ARE LESS T1-4AN CONNECTION CAPACITY. <br />MASONRY HT A2g-18 I 15gg 14-1gd X lv2' <br />TIMBER 1-4C 10 I ~50 18-10d X lV2' <br />HUNG THD2~ I 152g le-l~d x 31/2' <br /> <br />Double connector& to be placed dlagonall~ to each other. <br />Do not drIve nall& through the tru&s plate on the Oppo&lte Glde of the trU5& <br />whIch could force the plate off the trU5&. <br />... Mounted vertlcall~ <br /> <br />. <br /> <br />.. <br /> <br />- <br />o <br />\ <br /> <br />- <br />~ <br />U\ <br /> <br /> <br />STEPPES <br />ADDI L 2 <br />PLYWOOD <br /> <br />1 / 4 II FOR <br />& RIBBONS <br /> <br />o <br /> <br />o <br /> <br /> <br /> <br />LA TEST DATE : <br /> <br />IN PROCESS <br />REVISION DATE : <br /> <br />DESCRIPTION : <br /> <br />09/24/03 <br /> <br />i' <br /> <br /> <br />~~ <br />L() <br /> <br />a~ <br />c'~ <br />QcJ <br />tJ <br /> <br /> <br />STRONGBACKS REQUIR <br />DUE TO DEFLECTION <br />DIFFERENTIAL <br />(SEE STRONG BACK LETTER <br />IN ENG, PACK) <br /> <br />~~ <br />Noc <br />~ <br />~ <br />OO~ <br /> <br />\J I ~ <br /> <br /> <br />.-- <br />/ <br /> <br />P~UMB CUi <br /> <br />---l '7 <br />12 <br /> N <br /> ~~ <br /> ~~ ~ <br /> . ,01 "'8 <br /> ()~ <:{U) ~'" <br /> 01 <I <br /> 0.. , <br /> <S~ <br /> ~~ 3;/il <br /> Uci lli~ <br /> -l~ Zex< <br /> (30.. <br /> Z lJ.."'" 15" <br /> U)- I I ~~ <br /> Zr& :IX ~~ <br /> o<:{ ~~ <br /> ~~ <:{lJ.. ~ ~iE <br /> 1U in ~~ <br /> [Q 't 1fi5 <br /> Q~ 0 . 'Z~ <br />ff -l~ [Q ~o= <br />-l~ u <br />W '" => <br />ill 0- iE8 <br />o..~ ",ex< <br /> ~~ <br /> <:{U) "'>- <br /> l't ~~ <br /> ~~ "'''"' <br /> "'w <br /> ",,,/ <br /> ~" ~o <br /> 't!!:l 8~ <br /> c()~ ~~ <br /> "'" <br /> XI ~i5 <br /> Ow ~>- <br /> IOz d <br /> ,0 @ <br /> Q:I <br /> 0..0.. <br /> <br />} <br /> <br />10-1/2'1 <br /> <br /> <br />ATTENTION! <br />.~ <br />DON'T LIFT SINGLE TRUSSES <br />WIT11 SPANS LONGER THAN <br />30' BY T11E PEAK <br />CONSULT HIB-91 <br /> <br /> <br /> <br /> <br />r " <br />@R) <br />~ <br />@ ~ ~ ~ ~ a <br />~ <br />0 a a ~ a a <br />[? (!V (!V @:V (!e) <br />~ ~ ~ ~ <br /> [t:J <br />d (@ (@ @ lfi) ~ <br />2) c;? @ @ @) ~ <br />@ <br />d tJl <br />~ ~ <br /> @5 <br />@ I? <br /> ~ <br /> ~ <br /> tJl @ <br />~ tII ~ tJl CD <br />~ <br />@~ @5 8 c:::!J <br />~ ~ @ ~ <br />~ g ~ @5 I? <br />@5 ~ ~ @ @ @ <br />dl @ @ @, I? <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 />o 5AMUEL A. GREEN6ERG, P.E. ~424:; <br /> <br />o THUY H. HU~H, P.E. ~0122 <br /> <br />D IRWIN J. 6EN50N, P.E. .4~1Se <br />o All A6eA5 HAKIM, P.E. lIS6186 <br /> <br />DATE : <br />05-115-02 <br />SCALE : <br />AiE~ NOTED <br />DRAWN BY : <br />[B ~ l.1L. VANCE <br />AUTOCAD FILE NAME <br />118.27 <br />ENGINEER OF RECORD : <br />DANSCO <br />ENGiNEERING, P ,A. <br />SHEET DESCRIPllON : <br />ROOF rFRAM~NG <br />PLAN 'lI'A'lP <br />5[8 <br /> <br />TO n-E BEST Cf n-E ~lNEER'5!Q.lo.u..ED6E ,6ND BELIEF, n-E <br />e~ Fl..AN5 AND &FfClF1CATla-l5 ca1FL Y Wli14Tl4E <br />FLO!<IDA ElUILD~ CODE, 5ECTI~ 16~ ~ 12eJ MfJ4. 3 &taw <br />OO5T, EXPOm '6' tlAND ZeNE (200( EDITICW. <br /> <br />11-115 DRAUJm,6ND DE51GN Ie VALID FOR 12 ~ AFTER T11E <br />DAn: 15 5~,6ND 5EALED. <br /> <br />SIGNED ~ 5EALED FOR 1H: e~1UF.AL FORTI~ Cf 11-115 <br />DRAUJ~ a-l Y. <br /> <br />ROOF FRAMIN6 NOTES: <br />1. SEE SHEET S3.1 FOR S~IN6LE INFORMATION <br />AND INSTALLATION INSTRUCTIONS <br />