INSPEC06440

• Permit No: M1990041
• IBM Index Class Name: Inspection
• Doc Date: 10/21/1993
• Doc Name: COUNTRY WORLD CASINO
• Media Type: M
• Archive: No

GENERAL MOTES
1) C0NCMTE
concrete fee been designed and shall be constructed in
accordance with the Ame-ican Concrete Institute 5ulliding
Code (A.G.I. 318 -33 and A.G.I. 301) 'S ectficattome For
Structural Concrete for Buildings'. Section 13 'Inspection'
of AC.1. 318 -33 is deleted In entirety, see 'Field Observations'
paragraph. Ail concrete except as noted cthrwise. shall be
OF atone aggregate concrete, 3000 psi minimum compressive
strength at 28 days. All concrete In contact with soil shall be
of type II ccment with tricalcium aluminate less than 5%,
All concrete shall contain Class F fly ash. The Fly ash shall conform I
to AST", G 618, Glass F, with the Following restrictions:
Lose, on ignition, Max o 39.
UJater Requirement, Maxq, or contro; 100%
Limit alkalies in pozzo''.ar so that the cement- pozzoiar mixture shall I
contain no more than 0.6 % alkalies.
2) REINFORCING
Reinforcing is to ice new bi;let steel. ASTM. A615, Grade 60
except ties and bars to ce welded shall be grade 40. Bars to
bs welded must ce Grace 40 w'th a maximum carbon content or
030 percent and a maximum manganese content of 0.60 percent.
Welded wire fabric sro oc in accordance w th A.STJ 1. A185.
Provide corner bars to match a hor zcntal reinforcing
in cast- :n -piace walls. F'rov:de lap spaces as rollowe_ 05 Z0,
04 = I6' or as inatcateci on drawings.
3) BAR PLACING
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All reinforcmq she" pe placed I r a ❑ann_ so as to aro'd
displacemeni when ciao re, concrete. Bar=_ shall be paced to
clearances notes or drawinas Plac;na snap, oe fr accordance
with C.R.5.1., 'Piac!ng Reinrorclne Bars'. The bar pacer s to
Familiarize himself with e,'1 oetaiie, shown or the structural
drawings and shall use these drawings in conjunction with approved
shop drawings ror placement of reinforcing.
4) FOUNDATIONS
The structure Is to be founded on spread footings with an
allowable soil bearing pressure of 3,000 per. See soil report
'53840 as prepared bu AG. Waseenaar, Inc., dated January 6, 1991
For the preceding and all other pertinent Information. The
contractor shall be Fu1lu versed in all aspects of the soil j
report prior to starting constructlor. Soil bearing strata
shall be verified by the soils engineer prior to installation
OF Foundations.
5) TEMPORARY BRACING -
It shall be the reevonaibl:itu of the contractor to provide all
temporary bracing, shoring, etc., to resist all construction, wind, '
earth, and other loads imposed on the structure during construction.
Any unsaFe conditions noted by our office will be given to the !
architect For his actior. The design and installation of any
required bracing or aforino shall be by the contractor I
6) SHOP DRAWINGS
The contractor shall submit shop drawings for concrete mix
designs and concrete relrforcina for engineers review prior
to fabrication. Amu fabricat -on done prior to return or shop
drawings will be at cortractor's risk SuII one sepia and one
print of drawings and two copes of Shop drawings shall be saomltted
through the architect nor distribution, unless prior arrangements have
been made, so as to a !ow i© yo�kinvd�ys reytC'w time bTthe
structural engineer_ Shoe drawings submitted without the ev ey
stamp of the contractor or shop drawings which are made From the
structural draw "nqs will lie returned to the architect unchecked
For reeubmittai.
li FIELD 055ERv4T CN
Tne contractor ^c'. _r,r tree = _ructural o- aineer at ,sast 4c
prior to castiro anu conc-e:e so as to a.lcw the struct,ral era r,eer
the opportunitu to review the placement o, embeddeo Items
8) DIMENSION vERIFIGA' ON
All dimensions on etructura drawinas to be checked aaa nst
architectural as we': e field verlFied.
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NOTE:
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