HomeMy WebLinkAboutRAIL ANCHORAGE OPTIONSBASE RAIL. ANCHORAGE OPTIONS
.,
SCANNED
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PhFr_s FCST l:M,s -St Lucie County
INSTALL 77 xf ExPA4917AV:r*�R
Tt:•RC91Gi W-. FJ L w:.HN Sa,•- EACH
RAF':ERPCST kC-4 M-5
r--tea e' NnL': A! eb**' For CPzn Ca•R-'r�,--isbes
s 6riNe.!LR11•T's-E4!aEa4EVT � �f, sLs: t".tT be S�sA��iemtmecst
I C 4-U re r C W., m 7 r IS. 12 wc m w, p
RE[*CRCED'AVWi F51COPFIT OUS
3A CONCRETE MONO. SLAB BASE RAIL ANC
HO
C04CRETE:
Corcrete Shag Have a Wircum Spedfied Compresstm Sirero of 2500 PSI at 28 Bays.
COVER OVER RE44FORCING STEEL
For foundations, mK7um co=e:e corer over rehforot g Camsha t e:
3 arches In foundations where the concrete is cast agalisl aril permanerutf in tented with Lne earth or exposed to the eaM
or %,eatner. and 1.112 bxhes else ahem. Relydorcatg liars embedded in gro!ded cells shag have a mirlmu»� dear d'u-tame of
1:4'eMh for fine grout. or 112 inch for coarse grout bet. en retilombg bars and any faceol a vA. Reliforcbg bars used in
masonry wags sral have a masonry Coves (induding grout) of not less Ihan 2 arces for masmry units face exposed to
earth onveather1.112 inchesfcfrp.=,syunits. not. exposed toearth orweather.
REINFORCING STEEL;
The rehford.N seeel shag be rdrimum Grids 40.
G11-I MIZATION;
Metal a, essaies for use in exle.,ix mQ cortstruction and not di;estly expo5si to t"�v eaihsrsha0 be gah2naed in
auardame with ASTM A 153, Class B-2. llzai plate connectors, saev,s, t#s and naps exposed dsecdy m the wester
shal be natakss steel or tat Ep?e4 ;atrerued.
0
REINFORCEMENT MAY BE BENT IN THE SHOP OR THE FIELD PROVIDED; �
1. n7 rehforeement B bent oall;
2. The diameter of the bead, masured on the Inside of the bar, is not Tess Man six-bardiame:et5; arm:
3- Retn mement par!J4 embedded in ronuets shag matte %J bent
EXCEPTION
Where berating is necessary to aftgn dogrel Cars with a vertical cell, bars par&V Wedded in oormte shag be
permitted to be bent at a stop- of no: mere than t irrh of hodzv..W dsplacemera to 8 Wiss of vertimf Gat length,
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
RErt�UIRED BYfIELD INSPECTORS THAT
,MAY BE NECESSARY Iw ORDER TO
COMPLY WITH ALL APPLICASLE COD%
I
CC.A'n\U0L11 S' CONCiETE PWe4NT
36 CONCRETE SLAB BASE RAIL ANCHORAGE
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amhod EECL'RE:O
'!-Jf.�? EYE wTni 77 OlA%'ciER
Si'JJ�t87T
3C GROUND BASE RAIL ANCHORAGE
r1*17.se le lChr4,El7sE0MASP'r'XD
ST. LUCIE COtNTY Et`iLDP, a
REVIEWED F0RWL , '&
REVIEWED BY
DATE - 1:1 / :
PLANS AND PEP011T MUST BE PT oAN JOB1.
.,O! No MSPECT10.44 'ILL DE MADE. `
BECHTOL ENGINEERING 1
AND TESTJNG, ine. J&B BUILDING SERVICES,. INC.
CONSULTING GEOTECHNICAL, ENVIRONMENTAL. AND MATERIALS TESTING ENGMERS
C�S-a'r_7VAtsal�rt�.Si52
JP DATE 03-07-16 G16003
Mw"t: RR' A''Ra"-o� TB I st".E NOTED I SHEET OF 11