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I. REMOVE AND SAVE EXISTING FIXTURES. COORDINATE WITFI DSW PROJECT MANAGER.
2 EXISTING POLISHED CONCRETE FLOOR TO EXTENT OF NEW CONSTRUCTION TO REMAIN. SEE CONSTRUCTION FLOOR
PLAN A2J_ REPER TO SPEQRCATIONS SECTION FOR PLOOR DEMO DETAIL.
3. REMOVE ANY APPLIED FINISFlES (MIRRORS, ETC) AND GRAPNICS FROM WALL IN AREA OF WORK. REUSE, RELOCATE
OR DISPOSE OP AS DIRECTED BY DSW. SEE ELEVATIONS SHEET A2J.
4. SAW CUT SLAB FOR NEW PLUMBING AND ELECTRICAL WORK. SEE PLUMBING AND ELECTRICAL DRAWINGS. REMOVE
FLOOR COVERING TO NEAREST SEAM OR JOWT. SEE SLAB CUTTING NOTES BELOW. COORDINATE WITN SNEET A2.1
5. EXISTING DOOR TO REMAIN
6_ EXISTING SANITARY MAIN VJ.E SEE PLUMBING DRAWINGS
Z EXISTING FLOOR QEAN OUT. SEE PLUMBING DRAWINGS
RELEA5E0 FOR CONSTRIICTI�N
Su6jec��o compliance with allregula�ions
of S�a�e antl Local Codes
City of Carmel
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DATE: 03�20�20
ADJACENT TENANT
SAINT VINCENT
SPORTS PERFORMANCE
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A.7N15 SEC710N IS INCLUDED POR GENERAL CONTRACTOR
REFERENCE AND DESCRIBES WORK TO BE PERFORMED BY
GENERAL CONTRACTOR (G.C.) ON AN "AS NEEDED" BA515. z
B. G.4 TO COORDINATE TNE DISCONNECTION AND CAPPING OF ANY m
UTILITIES WITN LANDLORD'S FlELD REPRESENTATNE. w
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C_IN ORCER TO CAUSE TNE LEAST AMOUNT ON MCONVENIENCE,
G.4 IS TO COORDINATE WITN DSW, TNE LANDLORD AND
TENANTS OF ALL ADJACENT SPACES A CONVENIENT TIME TO -
PERFORM WORK, (IP REQUIRED)_ G C. IS TO PROVIDE AND
WSTALL ALL TEMPORARY PROTECTED MEANS OF EGRE55_
TEMPORARY LIGFITING, AND ALL SAFETY DEl/ICES IN
ACCORDANCE WITN ALL STATE AND LOCAL COGES AND
LANDLORD REQUIREMENTS.
D. G.C. IS RESPONSBLE FOR PATC411NG AND / OR REFAIRING
EXISTING FLGOR SLAB, DEMISING WALLS AND ROOF DECK PRIOR
TO TNE COMMENCEMENT OF NEW CONSTRUCTION. G.C. IS TO
COORDINATE "ROOF WORK" REQUIREMENTS WITN LANDLORD
PRIOR TO PERFORMING ANY AND ALL RCOF WORK. G-C. IS TO
PATCN, REPAIR AND LEVEL EXISTING FLOOR SLAB AND WFORM
TENANT (OWNER) OF ANY SEVERE IRREGULARITIES IN EXISTMG
SLAB IMMEDIATELY-
E.G.C.IS TO EXERQSE EXTREME CARE DURING CONSTRUCTION 50
AS NOT TO DAMAGE CR DISRUPT ALL UTILITIES OR SPRINKLER
LINES WNICN MIGNT PA55 TNROUGN TNIS SPACE TO SERVICE
OTNER TENANTS. G.C. WILL BEAR SOLE RESPONSIBILITY OF
ANY SUCN DISRUPTION OR DAMAGE
P. G.C. IS TO ERECT CONSTRUCTION BARRICADES AND DEBRIS /
DUST SCREENS AS REQUIRED TO MAINTAIN SITE SECURITY.
CONTACT LANDLORD'S FIELD REPRESENTATNE PRIOR TO TNE
COMMENCEMENT OF ALL DEMOLITION WORK.
G.G.C.IS TO NOTIFY TENANT IMMEDIATELY GF ANY SEVERE
DISCREPANQES OR IRREGULARITIES DISCGVERED WNICN MIGNT
APFECT TFIE CURRENT DESIGN. G.C.IS TO PAY SPECIAL
ATTENTION TO AVAILABLE NEIGNT FOR INTENDED CEILWG
ELEVATION, MECI,'ANICAL DUC?WORK AND LIGN?ING.
H.G.C.IS TO CUT ALL NECESSARY OPENINGS FOR ANY RE�UIRED
PURPOSE AND REPAIR, WNERE NECESSARY. APTER CUTTING IN
50 FAR AS POSSIBLE ALL PROTRUSIONS, MARKS, CRACKS, OR
OTNER EVIDEN�E OF DAMAGED, DEFICIENT OR UNSAFE
CONDITION, ANY PARTS WNICN ARE SPLIT, CRACKED, SPALLED,
CNIPPED, BROKEN, MISSING, OUT OP LINE OR ADJUSTMENT
MECNANICALLY CR STRUCTURALLY UNSAFE OR UNSOUND, BENT,
TORN, OR CTNERWISE DEFIQENT OR INJURED IN ANY MANNER
SNALL BE REMOVED, REPLACED, REPAIRED OR RESTORED
SATISFACTORILY AS DIRECTED 6Y TENANT'S CONSTRUCTION
MANAGER AND OR LANDLORD REP..
L G.C.IS RESPONSIBLE POR REMOVING OR RECYCLING ALL
DEMOLISNED ITEMS, DEBRIS, ETC. FROM SITE. G.C. IS
RESPONSBLE FOR PROPERLY DISPOSING OF ALL ITEMS
ACCORDING TO ANY APPLICABLE LOCAL OR STATE ORDINANCES.
J. G.C. TO EXAMME TNE EXISTING TO REMAIN OVERNEAD UTILITIES
AND STRUCTURE. AND IS TO ASSESS T41E PLANNEG NEW
UTILITY LINES, DUCT WORK AND/OR OT41ER CONSTRUCTION AND -
NOTIFY T41E ARCNITECT REGARDMG ANY POTENTIAL CONFLICTS
WITN TNE RE�UIRED CLEARANCE FOR TNE CEILING / LIGNTING
DESIGN.
K.PREPARE EXISTING FLOOR SLAB TO RECENE NEW FLOOR FINISN
MATERIALS, AS REQUIRED PER: MANUPACTURE
RECOMMENDATIONS, TYP.
L TENANT G.�. TO VERIFY EXTERIOR BARRICADE REQUIREMENTS
WITN LANDLORD PRIOR TO BID SUBMITTAL COORDINATE
TENANT "GRAPNIC' MSTALLATION WIT41 DSW PROJ. MGR.
M.DUST AND CLEAN ALL STRUCTURE, DUCT WORK, NVAC GRILLS,
LAMPS, AND CEILING MOUNTED EQIiIPMENT UPON COMPLETIOV OF
WORK.
GENERAL NOTES "°TT°S°"`E B
NOT USED I"°TT°S°"`E I F
L CONCRETE REPLACEMENTS SUCN AS TRENCN FOURBACKS SNALL BE SQUARED OFF CLEANLY, FWSN WITN TNE
SURROUNDING AREA AND DOWELED INTO TNE ACJACENT SLAB. PLACEMENT PROCE55 TO BE IN ACCORDANCE
WITN SECTION 3- OPCUR BACK NOTES". OVERCUTTING POUR BACK WILL RESULT IN A CNARGE BACK FOR
OVERLAYING TNE FLOOR.
2 EXISTING ANCFlOR BOLTS, CONDUIT, PIPES, AND SUCF! PROTRUDING OUT PROM TF1E SLAB SFIALL BE RECESSED A
MINIMUM GF %<" BELOW TNE SLAB SURFACE PRIOR TO POLISNING
3. POUR BACK NOTES�.
a. MIX SNALL BE f11NIMUM 3,000 P51
b. DO NOT USE FLY ASN, GROUND GRANULA7ED BLAST FURNACE SLAG OR AIR-EN?RAINING AD MIX?URES
c. ADMIXTURES SNALL NOT BE CALCIUM CNLORIDE-BASED.
d. NOMINAL MAXIMUM COARSE AGGREGATE SNALL BE '/<"
e. FIBER MESN NOT PERMITTED.
4. SEE DRAWING A21 FOR TRENCN LOCATIONS, CONFIRM ALL FLOCR CUT LOCATIONS WITN DSW PM PRIOR TO
CUTTI NG.
5. SEE DETAIL G, AIO_I
6. GC ?0 CONPIRM WITN LL DURING BIDDMG IP AN XRAY OP TNE SLAB IS REQUIRED. GC 70 INCLUDE PRICE IN
PROPOSAL IF REQUIRED.
NOTTOS�A�E I � I SLAB CUTTING NOTES
� EXISTING PARTITION TO REf1AIN
� EXISTING MASONRY PARTITION TO REMAIN
___= EXISTING CONSTRUCTION TO BE REMGVED
NOTToS�A`E I E I PARTITION LEGEND I"°T1°S°A`E I A
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