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I I EXISTING FOUNDATION
I { WALL TO REMAIN !
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i EXISTING NOT&HOTS STUDIO
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(NO FOUNDATION WORK THIS CONTRACT) A!
'O U N DATI
SCALE: 1/4" = 1' -0"
GENERAL NOTES
1. The Contractor is responsible for verifying all
dimensions and conditions at job site and For
coordinating the structural, Mechanical, and
electrical requirements prior to commencement
of construction.
2. The Contractor shall protect area, and new or
existing materials and Finishes From damage
which may occur From construction, demolition,
dust, water, etc. Damage to the new and existing
materials, Finishes, structures, and equipment shall
be repaired or replaced to the satisfaction of
the Owner at the Contractor's expense.
EXISTING FOUNDATION
WALL TO REMAIN
3. T h e Contractor shall be responsible for protect-
ing from paint, a l l surfaces not to receive paint.
These surfaces shall include, but are not limited
to: Floors, ceilings, door hardware, frames and
Blast. The Contractor shall clean or replace any
such surface defaced or damaged at
Contractor's expense.
4. The Contractor shall repair all damaged surfaces
to match adjacent surfaces and insure tight
joints a l l around.
5. The Contractor shall not scale drawings except
for referarcat dimensions governt large scale
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NO 5LAE3 TH15 CONTRACT
�-� NEW 8" REINFORCED CONCRETE
FOUNDATION u.'RL./, .
6. The Contractor shall submit shop drawings
as requested for fabricated itemst cuts of all
fixtures and equipment, and samples of all
rinishee called For to the Architect For approval
prior to installation.
1. The Contractor shall provide all necessary
blocking, backing, framing, hangers, or other
support For all fixtures, cabinetry, equipment,
furnishings and all other Items requiring the same.
8. The Construction Documents are provided to
illustrate the design and general type of
construction, material, and workmanship through-
out. The Contractor, in assuming responsibility
for the work indicated, shall comply with the
spirit and the letter in which they were written.
9. The Contractor shall remove all rubbish and
waste materials on a regular basis, and shall
exercise strict control to prevent any dirt or
debris from affecting finished areas of the Job
site. The site or building refuse facilities shall
not be used For this purpose.
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R -9 BATT
INSULATION
5/8" EXP. BD,
i/2" EXP. JT.
4" CONCRETE SLAB
W/ 6x6 10/10 W.W.R
ON 4" GRANULAR
FILL
2" POLYSTYRENE
PERIMETER
INSULATION
"4 STEEL
RE INF. EVERY
8 L F.
t-: • ILL •
I.Do not scale drawings. Refer any discrepancies
to Architect For clarification.
2.The Contractor is responsible for visiting site to
become familiar with existing conditions.
Demolition drawings and notes are a reference
to aid the Contractor in the evaluation of the
extent of the demolition, but shall not be
considered to be all inclusive.
3. The contractor is responsible for obtaining all
necessary demolition and building permits.
4. The contractor shall coordinate with all other
trades, utility companies, and agencies having
jurisdiction over this project to complete the
site demolition as noted, shown or specified
throughout the plans and specifications.
5. If hazardous materials are uncovered at any time
during demolition or construction, the Architect
shall be notified Immediately. All hazardous
materials shall be removed by the Owner, at
Owner's expense under a separate contract.
6. The Contractor shall remove and /or demolish
items Indicated to be demolished on the plans.
Demolished items shall be removed From the
site immediately by the contractor unless noted
otherwise.
1. The Contractor shall be responsible For demoli-
tion required for the installation of new work,
whether or not it is specifically noted on the
drawings.
8. The Contractor shall coordinate all existing
utility lines to be capped from the site installa-
tion of new work whether or not it is specifically
noted on the drawings.
9. The Contractor shall verify the location of all
existing utilities and underground conduits,
chases and soil conditions prior to commencing
demolition and /or construction.
2"x 6" WOOD STUDS
0 16 " O.C.
2" SYNTHETIC STUCCO SYSTEM
1/2" SHEATHINCs
9EVWOA1 Q
r A . .rur. IT
1/2" ANCHOR BOLTS
EVERY 4' -011
1' -8" x i' -0" CONTINUOUS
CONCRETE POOTiNG W/2
"5 BARS, CONTINUOUS
hok Jj I C:;fA13;1
_] SCALE - 1 1/2" = 1' -0"
DOM
ARCH I T
I N C 0 R P 0
3737 NORTH VERI
SUITE 301
INDIANAPOLIS, iND
PH (317) 923 -82
FX (317) 923 -SC
A
CONSULTANT "
DESIGN -i
CONSULT
724 North I11inob
Suite 200
Indianapolis, Indio
(317) 484 -9090
Mechanical and
Electrical Engine
FOUND?
STRUCT
PLAN
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REVISIONS
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P672/M47P7
06L45'1,M - I
DATE DRAWN
05 -0i -91 TRP
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