Laserfiche WebLink
<br />- <br />-1\'1 <br />Ii' <br />\ <br /> <br />40 ~O" <br /> <br />r <br /> <br />LA TEST DATE: <br /> <br />IN PROCESS <br />REVISION DATE : <br /> <br /> <br />!4' ~O" <br /> <br />12 ~4" <br /> <br />I?' ~B I <br /> <br />f <br /> <br />09/16/04 <br /> <br /> SIMPSON <br />TRUS6 JOINT UPL 1FT CONN. FASTENER6u <br />TYPE LOCATION (LBS) CONNECTION QTY. CAPACITY PER CONN. <br />NOTE: ALL OTI-IER TRUS6 BRG. CONNECTION6 ARE 61MP60N META20 OR EQUAL <br />FOR MA60NRY: 61MP60N 1-110 FOR FRAME: 4 I-IUS2~ FOR I-IUNG TRUS5E6 <br />ON GIRDERS UNLE66 OTI-IERWI6E NOTED. <br />TI-IE6E TRUS6 UPLIFT VALUE6 ARE LES6 TI-IAN CONNECTION CAPACITY. <br />MASONR"( META20 1 1500 14-10d >< 1'/2' <br />TIMBER 1-110 I 850 1~-8d >< IV2' <br />I-IUNG I-IUS2~ 1 128~ 20-10d x 3' <br /> <br /> <br /> USP <br />TRUSS JOINT UPL 1FT CONN. FASTENER6u <br />TYPE LOCATION (L BS) CONNECTION QTY. CAPACITY PER CONN. <br />NOTE: ALL OTI-IER TRUSS BRG. CONNECTIONS ARE U5P I-ITA20-18 OR EQUAL <br />FOR MASONRY: USP I-IC10 FOR FRAME: 4 TI-ID26 FOR I-IUNG TRUS6E6 <br />ON GIRDERS UNLE66 OTI-IERW!6E NOTED. <br />Tt-iE6E TRU66 UPLIFT vALUE6 ARE LE66 Tt-iAN CONNECTION CAPACITY. <br />MA50NRY I-IT A20-18 I 1500 14-10d >< lV2' <br />TIMBER I-IC 10 I <350 18-10d>< 1'/2' <br />I-IUNG TI-ID26 1 1520 18-16d x 3v2' <br /> <br />STRDNGBACKS REQUIR <br />DUE TO DEFLECTION <br />DIFFERENTIAL <br />(SEE STRDNGBACK LETTER <br />IN ENG, PACK) <br /> <br /> <br />:7 <br /> <br />~? <br />12 <br /> <br />A6GE DROPPfD C;fB___~ <br /> <br /> <br />B' ~O' i C~C; <br /> <br />- - <br />" 0 <br />'-J I <br />I - <br />T 'i'- U <br />Ii' \..i\ <br /> U$ <br /> <br />- <br />-IN <br />o <br /> <br /> <br />-""" <br /> <br />> <br />:0 <br /> <br />- <br />o <br />~ <br />" <br /> <br />or <br />:g <br />D <br />='J <br />.0 <br />>> <br />lD <br />n <br />... <br />.... <br /> <br />.::> <br />:D <br />:> <br />o <br />;II!: <br /> <br />- <br />.... <br />.I.. <br /> <br />a <br />3a <br />10 <br />:.:> <br />. <br />J,.. <br />g <br />:z: <br />I <br />, <br />:.:> <br />.0 <br />- <br /> <br />- <br />.I.. <br />.u <br />..J <br />- <br /> <br />:::l <br />:.:> <br />:I) <br />~ <br />::::I <br /> <br />... <br />='J <br />X) <br />.... <br />- <br />:z: <br />< <br />z <br />z <br />.u <br />..J <br />- <br />'- <br />(I) <br />... <br />lO <br />~ <br />- <br />Cd <br />- <br />~ <br />10 <br />- <br />:!) <br /> <br />~ <br /> <br /> <br />I-rc./ <br /> <br />A2 <br /> '~ <br />~C -,--,. <br />, <br />A3 <br /> B' ~O" CC; <br /> <br />B' ~O' Cc; <br /> <br />~ <br /> <br /> - <br /> - <br /> \.\J <br /> I <br /> - <br /> N <br />0 8 <br /> \3 <br /><( -" - <br />U 0 <br /> ~ CD <br /> I <br /> \'1 -" <br /> ~ <br /> <br />- <br />o <br />I <br /> <br />- <br />\.\J <br /> <br /> <br />DROP?f:J C;ABt8 A 1 1 G E <br /> <br /> <br />B3GE <br /> <br />t'0 "<l- t'0 <br />-:> -:> -:> <br />U W U <br /> <br />DROPP2D C;AB>8 <br /> <br />19 -4 <br /> <br />l' ~4" <br /> <br /> <br />6' ~2" <br /> <br /> <br />4 ~6" <br /> <br />- <br /> <br />ROOF PLAN <br /> <br />SCALE: 1/4" = 1'-0" <br /> <br />Double con(iectore to be placed dlagonall~ to each other. <br />Do not drIve nafl5 through the tru5e plate on the oppoelte elde of the tru5e <br />whIch could force the plate off the truee. <br />Mounted vert I Cd Il~ <br /> <br />flLiMB CU'" <br /> <br />} 10~I/ 2'1 <br /> <br />A'fTEN'frON! <br />.~~ <br /> <br />ff <br /> <br />DON'T UFT SINGLE TRUSSES <br />WITH SPANS LONGER THAN <br />30' BY THE PEAK <br />CONSULT HIB-91 <br /> <br /> <br /> <br />1/4// FOR <br />ex RIBBONS <br /> <br />30' Span <br /> <br /> <br />STEPPES <br />ADD/ L 2 <br />PLYWOOD <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 />o <br />\ <br /> <br /> <br /> <br />D 5AMUEL A. GREEN6ER6, FE. 113424S <br />D THUY ~. I-IUYNH, FE. ~0122 <br />D IRWIN J. 6EN50N, FE. -4~lS8 <br />D All A66A5 ~AKIM, FE. l4S6>186> <br /> <br />TO mE 6E$T Cf Tl-f ~mR'5 KNO.!lElXC /W 6El./a=, Tl-f <br />$T1<OCiURAL ~ ~ 5f1:CIfICAT1~ ca1FL Y WI~ TI4E <br />R.ORIDA ElUILD\}(j COOE, OECTICt4 lb~ FOR 12~ H.PH 3 OECCW <br />GU$T, EXF06Uf<E '6' WIND Zo-f (2001 EDITICW. <br /> <br />T\415 DRAW\}(j AND DE5KiN 15 vALID FOR 12l1a{1l.l5 AfTER TI4E <br />DATE IS SIGNED AND OEALED. <br /> <br />5rte) /W 5EALED FOR Tl-f $T1<OCWRAL ~1Ct4 Cf TI-ll5 <br />DRAW\}(j 011. Y. <br /> <br />~\ <br /> <br />ROOF FRAMING NOTE6: <br />1. 6EE 61-1EET 63.1 FOR 6HINGLE INFORMATION <br />AND IN6TALLATION IN6TRUCTION6 <br /> <br />DESCRIPTION : <br /> <br />~~ <br />Ji) <br /> <br />a~ <br />C'~ <br />@cj <br />" <br /> <br /> <br />~~ <br />Noc <br />~ <br />CJ <br />OO~ <br /> <br />\J IN <br /> <br /> N <br /> :fig.) <br /> ~-s> W <br /> ~01 ~ <br />, ~~ <br />O~ <tlf) <br />O~ ~I <br /> C>.. <br />ik:" dEl <br />U \'J' 3; ill <br />O~ i~ <br />-1('1.) <br />U)Z lL" i5!<2 <br />I I ~~ <br />zffi IX ~~ <br />U<t ~~ <br /><(~ <tlL ~ ~~ <br />w in ~'l <br />l1) ~ <br />'t 8:25 <br />Q~ 0 . ~;s <br />-I-s> l1) ~<= <br />-I-s> u <br />O- w ~~ <br /> lL~ wi:J <br /> <tlf) ~'" <br /> "')- <br /> ,'t ~:i <br /> Q-S> ~G <br /> o~ <br /> ~3 ~8: <br /> tS", <br /> ~~ H:: <br /> X, g;s <br /> Ow bjo- <br /> l1)z ~~ <br /> '0 @ <br /> Cb: <br /> lLlL <br /> <br /> <br /> <br />~ <br />~ <br />@ <br />CJ <br />P <br />~ <br />d <br />2) <br />@ <br />d <br />~ <br />@ <br />~ <br />~ <br />@5 <br />~ <br /> <br />~ ~ ~ ~ ~ <br />~ ~ ~ ~ ~ <br /> <br />~ ~ <br />~ [i:J ~ <br />(@(@ ~ llV @ <br />t;?w ~ ~ @i] <br /> <br />'" <br /> <br />~ <br />g <br />I? <br />8 <br />[!!] <br />'" ~ ~ '" <br />~~g 8 c:!J <br />~ ~ [!!] @ ~ <br />~ ~ ~ ~ ~ <br />d~@@:, l? <br /> <br />'" <br /> <br />~ <br /> <br />DATE : <br />05-1]5-02 <br />SCALE : <br />AS NOTED <br />DRAWN BY : <br />~~ILIL VANCE <br />AUTOCAD ~LE NAME <br />1]827 <br />ENGINEER OF RECORD : <br />DANSCO <br />ENGINEER~NG, P.A. <br />SHEET DESCRIPTlON : <br />ROOIF IFRAMING <br />PILAN 'l1IA'l1I <br />5C <br />