1994-01-27_REVISION - M1990041

• Permit No: M1990041
• IBM Index Class Name: Revision
• Doc Date: 1/27/1994
• Doc Name: COUNTRY WORLD CASINO
• Type & Sequence: TR1
• Media Type: M
• Archive: No

GENERAL NOTES
1) CONCRETE
Concrete has been designed and shall be constructed in
accordance with the American Concrete Institute 13ulllding
Code (A.C.I. 318 -33 end A.C.I. 301) 'Specifications for
Structural Concrete for Buildings'. Section 13 'Inspectlon'
of A.G.I. 318 -33 is deleted In entirety, tce 'Field Observations'
paragraph. All concrete, except as noted otherwise, shall be
of stone aggregate concrete, 3,700 pet minimum compressive
etrength at 28 days. All concrete in contact with coil shalt be
Of type 11 cement with tricalclum aluninate leas then 5%.
All concrete that] contain Clete F fly ash. The fly ash shall conform
to ASTM C 618, Class F, with the following restrictions:
Loss on Ignition, Max 1G 3%
Water Requirement, Max.% of control III
Limit cK411es in pozzolen to that the- cement- pozzolan mixture shall
contain no more then 0b t aN sties.
2) RE1NF0.\CIN!r
Reinforcing It to be nI bidet steel Ab.T11. LA615, Grede 60
except ties and barn to be gelded shell be grade 40. Bare to
be welded mint be Grade 40 with a maximum carbon content of
030 percent end a maximum manganese sorts", of eke percent.
Welded wire fabric shall be In accedence with A.67M. AI85.
Provide corner bare to match all horizontal retnforclI
In ceet -in -place walls. Provide lap eptieee as follows: 5 • 20',
04 . 16' or as indicated on drewinge.
5) CAR PLACIN`,
All reinforcing thatt be placed in a manner so so to avoid
emplacement when placing concrete. Bare shall be placed to
clearances noted on drawinge. Placing chat] be In accordance
with C.R.S.1, 'Placing Reinforcing Bare'. The bar placer It to
familiarize himself with all details shown on the structural
drewines end shell use these drawings In conjunction with approved
chop drawinge for placement of reinforcing.
4) FOUNDATIONS
The structure It to be founded on spread footinge with an
allowable toll bearing pressure of 3AII psf. See soil report
013840 to prepared by AG. Waoecnaer, Inc., dated January 6, 1991
for the preceding and all other pertinent information. The
contractor the]] be Fully vereed in ell aspects of the toll
report prior to etarting construction. Soil bearing strata
shall be verified by the toile engines' prior to Installation
of foundations.
5) TEMPORARY BRACING
It shalt be the rceponolbiltty of the contractor to provide all
temporary bracing, thoring, etc., to resist ell construction, wind,
earth, and oth^ loads imposed on the structure during construction.
Any unsafe conditions noted by our office wilt be given to the
architect for hit action. The design end installation of any
required bracing or shoring that] be by the contractor.
6) SHOP DRAWINGS
The contractor shall submit shop drawings for concrete mix
deli 'm and concrete reinforcing for engineers revicu prior
to faieation. Any fabrication done prior to return of shop
drawinge sail be at contractor's risk Submit one septa and one
print of drawinge and two copies of Shop drawings chat[ be submitted
through the architect for dletrlbution, uri ete prior arrengemerlte have
been made, to as to allow Lo wcrki0 daSe reI tII II the-
etr cturel engineer, C-A drawings eubmiitted without the rcvicw
etamp of the contractor or shop drawings which ere made from the
structural drawings will be returned to the architect unchecked,
for resubmitta].
1) FIELD O "bERVATION
The contras r shalt Inform the structural crmginec at least 48 hours
prier tc eaetine errj ccrte-ete to at to allow the etruetural engine-
the opportunity to review the placement of embedded Items.
8) DIMENI VERIFICATION
All dimensions on structural drawings to be 01,1 d against
architectural at well at field vcrlfled.
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