Planning & Zoning Commission (linked)

7
0
1/2"
1"
2"
ISSUED FOR OWNER REVIEW
03.09.26
ARCHITECT
Stabach Architects, LLC
335 Griswold Road
Wethersfield, CT 06109
TEL  860.798.1573
1018 Hartford Tpke.
Waterford, Connecticut 06385
CONTRACTOR
Carlin Construction
5 Shaws Cove, Suite 103
New London CT 06320
860.444.2567

AV
ACST
AD
ADJ
ADR
AF
AFF
AGGR
AL
ANO
AP
APROX
ARCH
ASPH
ACT
AUTO
AUX
AUDIO VISUAL
ACOUSTICAL
AREA DRAIN
ADJACENT
ACCESS DOOR
ACCESS FLOOR
ABOVE FINISHED FLOOR
AGGREGATE
ALUMINUM
ANODIZED
ACCESS PANEL
APPROXIMATE(LY)
ARCHITECT(URAL)
ASPHALT
ACOUSTIC CEILING TILE
AUTOMATIC
AUXILARY
BO
BD
BV
BG
BLDG
BLK
BM
BRK
BRZ
BSMT
BOTTOM OF
BOARD
BEVELED
BUMPER GUARD
BUILDING
BLOCK (WOOD BLOCKING)
BEAM
BRICK
BRONZE
BASEMENT
CBD
CG
CJ
CL
CLG
CLG HT
CLO
CLR OPNG
CMU
CO
COL
CONC
CONT
CONV
CORR
CP
CPT
CS
CT
CTR
CU
CW
CEMENT BOARD
CORNER GUARD(S)
CONTROL JOINT
CENTER LINE
CEILING
CEILING HT
CLOSET
CLEAR OPENING
CONCRETE MASONRY UNIT
CLEAN OUT
COLUMN
CONCRETE
CONTINUOUS
CONVECTOR
CORRIDOR
CEMENT PLASTER
CARPET(ED)
CONCRETE SEALER
CERAMIC TILE
CENTER
CUBIC
CURTAIN WALL
E
EA
EHD
EJ
EL
ELEC
ELEC CL
ELEV
EMER
ENCL
EQ
EQPT
ESC
EXH
EXP
EXPN
EXST
EXT
EAST
EACH
ELECTRIC HAND DRYER
EXPANSION JOINT
ELEVATION
ELECTRICAL
ELECTRICAL CLOSET
ELEVATOR
EMERGENCY
ENCLOSURE / ENCLOSE(D)
EQUAL
EQUIPMENT
ESCALATOR
EXHAUST
EXPOSED
EXPANSION
EXISTING
EXTERIOR
FA
FD
FDM
FDN
FEC
FFL
FHC
FIN
FIN FL
FIN GR
FLEX
FLG
FLMT
FLR
FO
FRM
FRT
FS
FSS
FSE
FT
FTG
FIRE ALARM
FLOOR DRAIN
FIRE DAMPER
FOUNDATION
FIRE EXTINGUISHER CABINET
FINISH FLOOR LEVEL
FIRE HOSE CABINET
FINISHED
FINISH FLOOR
FINISH GRADE
FLEXIBLE
FLASHING
FLUSH MOUNTED
FLOOR(S)
FINISHED OPENING
FRAME
FIRE RETARDANT TREATED WOOD
FULL SIZE
FIRE STOPPING SYSTEM
FOOD SERVICE EQUIPMENT
FEET (FOOT)
FOOTING
GA
GALV
GB
GFRC
GL
GL BLK
GND
GR
GYP
GWB
GUAGE
GALVANIZED
GRAB BAR
GLASS FIBER REINFORCED CONCRETE 
GLASS
GLASS BLOCK
GROUND
GRANITE
GYPSUM BOARD
GYPSUM WALL BOARD
HB
HD
HDW
HM
HDRL
HORIZ
HP
HR
HT
HVAC
HOSE BIB
HEAD
HARDWARE
HOLLOW METAL
HANDRAIL
HORIZONTAL
HIGH POINT
HOUR
HEIGHT
HEATING, VENTILIATING, AIR CONDITIONING
ID
INCL
INFO
INSUL
INT
ISO
INSIDE DIAMETER
INCLUDE(D) / INCLUSIVE / INCLUDING
INFORMATION
INSULATION
INTERIOR
ISOLATE(D) / ISOLATION
JC
JF
JT
JANITOR CLOSET
JOINT FILLER
JOINT
LAB
LAM
LAV
LB(S)
LF
LH
LONG
LP
LTG
LVR
LABORATORY
LAMINATE
LAVATORY
POUNDS
LIGHT FIXTURE
LEFT HAND
LONGITUDUNAL
LOW POINT
LIGHTING
LOUVER
MAINT
MATL
MAX
MECH
MED
MEZZ
MANU
MIN
MISC
MLWK
MO
MOD
MP
MR
MTD
MTL
MUL
MAINTAIN / MAINTENANCE
MATERIAL
MAXIMUM
MECHANICAL
MEDIUM
MEZZANINE
MANUFACTURER
MINIMUM
MISCELLANEOUS
MILLWORK
MASONRY OPENING
MODULE
METAL PANEL
MIRROR 
MOUNTED
METAL
MULLION
OA
OC
OD
OFD
OFF
OPNG
OP
OPH
OVERALL
ON CENTER
OUTSIDE DIAMETER
OVERFLOW DRAIN
OFFICE
OPENING
OPPOSITE
OPPOSITE HAND
PAR
PART
PC
PERF
PERP
PL
PLAM
PLBG
PLSTC
PLYWD
POL
PR
PREFAB
PROP
PSF
PSI
PTD
PTN
PWR
PARALLEL
PARTIAL
PRECAST CONCRETE
PERFORATED
PERPENDICULAR
PLATE
PLASTIC LAMINATE
PLUMBING
PLASTIC
PLYWOOD
POLISHED
PAIR
PREFABRICATE
PROPERTY
POUNDS PER SQUARE FOOT
POUNDS PER SQUARE INCH
PAINTED
PARTITION
POWER
QT
QTY
QUARRY TILE
QUANTITY
R
RB
RCF
RCP
RD
RECT
REF
REFR
REINF
REQD
REV
RF
RM
RO
RH
RISER
RESILIENT BASE
RAISED COMPUTER FLOOR
REFLECTED CEILING PLAN
ROOF DRAIN
RECTANGLE
REFERENCE
REFRIGERATOR
REINFORCED
REQUIRED
REVISION
RESILIENT FLOORING
ROOM
ROUGH OPENING
ROBE HOOK
T
T.O.
TA
TD
TEL
TEMP
TG
THK
THRES
T.O.C.
TPD
TYP
TREAD
TOP OF
TOILET ACCESSORIES
TRENCH DRAIN
TELEPHONE
TEMPORARY
TONGUE AND GROOVE
THICK(NESS)
THRESHOLD
TOP OF CURB
TOILET PAPER DISPENSER
TYPICAL
UC
UNFIN
UNO
UPS
UR
UNDERCUT
UNFINISHED
UNLESS OTHERWISE NOTED
UNINTERRUPTED POWER SUPPLY
URINAL
VAR
VB
VERT
VEST
V.I.F.
VOL
VCT
VWC
VARIES
VAPOR BARRIER
VERTICAL
VESTIBULE
VERIFY IN FIELD
VOLUME
VINYL COMPOSITION TILE
VINYL WALL COVERING
W
W/
W/O
WC
WCV
WD
WDB
WDF
WDVR
WP
WPG
WR
WS
WT
WV
WWF
WEST
WITH
WITHOUT
WATER CLOSET / TOILET
WALL COVERING
WOOD
WOOD BASE
WOOD FLOORING
WOOD VENEER
WORK POINT
WATERPROOFING MEMBRANE
WEATHER RESISTANT
WEATHER STRIPPING
WEIGHT
WOOD VENEER
WELDED WIRE FABRIC
&
/
@
#
AND
ANGLE
AT
NUMBER
A
B
ABBREVIATIONS
DB
DBL
DEG
DEPT
DET
DF
DIA
DIAG
DIM
DISP
DIV
DN
DP
DR
DW
DWG
DECIBEL
DOUBLE
DEGREE(S)
DEPARTMENT
DETAIL
DRINKING FOUNTAIN
DIAMETER
DIAGONAL
DIMENSION
DISPENSER
DIVIDE / DIVISION
DOWN
DEMOUNTABLE PARTITION
DRAINAGE
DRYWALL
DRAWING
C
D
E
F
G
H
I
J
L
M
O
P
Q
R
N
NA
NC-n
NIC
NO.
NOM
NRC
NTS
NORTH
NOT APPLICABLE
NOISE CRITERIA
NOT IN CONTRACT
NUMBER
NOMINAL
NOISE REDUCTION COEFFICENT
NOT TO SCALE
N
S
S
SCHED
SD
SECT
SHR
SHT
SHTHG
SIM
SJ
SK
SN
SND
SP
SPEC
SQ
SS
SSL
STC
STD
STL
STOR
STRUCT
SURF MTD
SUSP
SOUTH
SCHEDULE(D)
SOAP DISPENSER
SECTION
SHOWER
SHEET
SHEATHING
SIMILAR
SEALANT JOINT
SERVICE SINK
SANITARY NAPKIN DISPENSER
SANITARY NAPKIN DISPOSAL
SPECIALTY ITEM(S)
SPECIFICATION
SQUARE
STAINLESS STEEL
STRUCTURAL SLAB LEVEL
SOUND TRANSMISSION CLASS
STANDARD
STEEL
STORAGE
STRUCTURE
SURFACE MOUNTED
SUSPENDED
T
U
V
W
SYMBOLS
WALL SECTION 
A101
1
1
View Name
1/8" = 1'-0"
ROOM NAME
101
101
ROOM NAME
ROOM NUMBER
DOOR NUMBER
1T
1K
WINDOW TYPE
PARTITION TYPE
CEILING HEIGHT
FF99
EQUIPMENT TAG
ELEVATION ON 
SECTIONS & 
DETAILS
FINISH FLOOR
10'-0"
1
A101
SIM
DETAIL SECTION
1
A101
SIM
1
A101
SIM
EXTERIOR 
ELEVATION KEY ON 
PLANS
INTERIOR 
ELEVATION KEY ON 
PLANS
REVISION TAG
1
0
GRID LINE
SPOT ELEVATION - PLAN
TRUE NORTH
PROJECT NORTH
ALIGN SYMBOL
A
CENTER LINE 
SYMBOL
VIEW REFERENCE
/
1
A101
NORTH ARROW
SYMBOLS
A101
1 Ref
1
Ref
1
Ref
1
Ref
SPOT ELEVATION - ELEVATION
MATERIAL TAG
MT-99
PLAN DETAIL
BUILDING 
SECTION 
1
A101
SIM
METAL STUD SIZE: 1-5/8"
OVERALL DIMENSION: 2-1/4"
METAL STUD SIZE: 2-1/2"
OVERALL DIMENSION: 3-1/8"
F2
F3
METAL STUD SIZE: 3-5/8"
OVERALL DIMENSION: 4-1/4"
METAL STUD SIZE: 6"
OVERALL DIMENSION: 6-5/8"
F4
F6
(1) LAYER 5/8" GYPSUM BOARD.
SEE NOTES FOR TYPE. 
SCHEDULED BASE
CONTINUOUS SEALANT. SEE NOTES
TOP OF STRUCTURE
LINE OF CEILING. SEE FINISH SCHEDULE
UNDERSIDE OF STRUCTURE
HEAD
PLAN
BASE
STEEL STUDS AT 16" O.C. SEE SIZE 
BELOW
F
CONTINUOUS METAL RUNNER
FASTENERS AT 2'-0" O.C.
MAXIMUM WITHIN 1" OF ENDS
CONTINUOUS METAL RUNNER
A
STEEL STUDS AT 16" O.C., SEE SIZE BELOW
(1) LAYER 5/8" GYPSUM BOARD EACH SIDE.
SEE NOTES FOR TYPE. 
SCHEDULED BASE
TOP OF STRUCTURE
CONTINUOUS METAL RUNNER
UNDERSIDE OF STRUCTURE
HEAD
PLAN
BASE
CONTINUOUS METAL RUNNER
FASTENERS AT 2'-0" O.C.
MAXIMUM WITHIN 1" OF ENDS
LINE OF CEILING. SEE FINISH SCHEDULE
CONTINUOUS SEALANT BOTH SIDES. SEE NOTES
CONTINUOUS SEALANT BOTH SIDES. SEE 
NOTES
B
STEEL STUDS AT 16" O.C. SEE SIZE BELOW
(1) LAYER 5/8" GYPSUM BOARD EACH SIDE.
SEE NOTES FOR TYPE. 
SCHEDULED BASE
CONTINUOUS SEALANT BOTH SIDES. SEE 
NOTES
TOP OF STRUCTURE
HEAD
PLAN
BASE
CONTINUOUS METAL RUNNER
FASTENERS AT 2'-0" O.C.
MAXIMUM WITHIN 1" OF ENDS
METAL STUD SIZE: 1 5/8"
OVERALL DIMENSION: 2 7/8"
METAL STUD SIZE: 2 1/2"
OVERALL DIMENSION: 3 3/4"
A2
A3
METAL STUD SIZE: 3 5/8"
OVERALL DIMENSION: 4 7/8"
METAL STUD SIZE: 6"
OVERALL DIMENSION: 7 1/4"
A4
A6
METAL STUD SIZE: 1 5/8"
OVERALL DIMENSION: 2 7/8"
METAL STUD SIZE: 2 1/2"
OVERALL DIMENSION: 3 3/4"
B2
B3
METAL STUD SIZE: 3 5/8"
OVERALL DIMENSION: 4 7/8"
METAL STUD SIZE: 6"
OVERALL DIMENSION: 7 1/4"
B4
B6
PROVIDE ADDITIONAL BRACING AND/OR HEAVIER GAUGE STUDS AT SPANS 
EXCEEDING THOSE RECOMMENDED BY MANUFACTURER TO PREVENT EXCESSIVE 
DEFLECTION.
USE 20 GAUGE FOR ALL METAL FRAMING COMPONENTS AS STANDARD UNLESS 
OTHERWISE NOTED. SEE SPECIFICATIONS.
FIRE RESISTANT GYPSUM BOARD (ASTM TYPE 'X' GYPSUM BOARD OR APPROVED 
EQUAL) SHALL BE USED AT ALL FIRE RATED PARTITIONS.
ALL PLYWOOD USED IN PARTITIONS SHALL BE FIRE RETARDANT TREATED.
WATER RESISTANT GYPSUM BOARD SHALL BE USED AT DAMP SIDE OF ALL 
BATHROOMS, BAR PARTITIONS, KITCHENS, ETC. IN LIEU OF STANDARD GYPSUM 
BOARD. WATER RESISTANT GYPSUM BOARD SHALL NOT BE USED FOR CEILING 
CONSTRUCTION. 
NOTES:
1.
2.
3.
4.
5.
LEGEND INTERIOR PARTITIONS:
A2.1
PARTITION TYPE
METAL STUD SIZE (EX. 2 = 2-1/2")
NOTE: ALLOWABLE DEFLECTION SHALL BE L/360 UNLESS OTHERWISE NOTED.
TYPICAL MOUNTING HEIGHTS:
20 GAUGE STUD
22 GAUGE STUD
STUD WIDTH ALLOWABLE 
DEFLECTION
ONE LAYER 
GWB EACH SIDE
TWO LAYERS 
GWB EACH SIDE
FURRING ONE 
LAYER
STUD WIDTH ALLOWABLE 
DEFLECTION
ONE LAYER 
GWB EACH SIDE
TWO LAYERS 
GWB EACH SIDE
FURRING ONE 
LAYER
2-1/2"
3-5/8"
6"
L/240
L/360
L/240
L/360
L/240
L/360
13'-0"
11'-6"
17'-3"
15'-0"
25'-3"
22'-0"
14'-0"
12'-3"
18'-0"
15'-9"
26'-0"
22'-9"
12'-0"
10'-6"
16'-0"
14'-0"
23'-9"
20'-9"
2-1/2"
3-5/8"
6"
L/240
L/360
L/240
L/360
L/240
L/360
13'-10"
12'-0"
17'-11"
15'-7"
26'-1"
22'-10"
16'-1"
14'-0"
20'-2"
17'-8"
28'-6"
24'-11"
13'-0"
11'-6"
17'-3"
15'-0"
25'-6"
23'-3"
CONTINUOUS METAL RUNNER,
SEE TOP OF WALL HEIGHT IN DESIGNATION
LINE OF CEILING. SEE FINISH SCHEDULE
*1-HOUR RATED (UL DES. #U419) - WHERE DESIGNATED
WALL RATING (IF NO DESIGNATION IS LISTED, NO 
RATING IS REQUIRED)
SOUND ATTENUATION FIRE BATT 
INSULATION. SEE NOTES
METAL STUD SIZE: MATCH EXISTING
OVERALL DIMENSION: MATCH EXISTING
AX
CMU SIZE: 8"x8"x16"
OVERALL DIMENSION: 7-7/8"
M8
TOP OF STRUCTURE
UNDERSIDE OF STRUCTURE
HEAD
PLAN
BASE
M
8"x8"x16" CONCRETE BLOCK
*2-HOUR RATED (UL DES. #U905) - WHERE DESIGNATED
MORTAR - BLOCKS LAID IN FULL BED 
OF MORTAR, NOM. 3 /8 IN. THICK, OF 
NOT LESS THAN 2-1/4 AND NOT 
MORE THAN 3-1/2 PARTS OF CLEAN 
SHARP SAND TO 1 PART PORTLAND 
CEMENT (PROPORTIONED BY 
VOLUME) AND NOT MORE
THAN 50 PERCENT HYDRATED LIME 
(BY CEMENT VOLUME). VERTICAL 
JOINTS STAGGERED.
CFMF CEILING FRAMING @ 16" 0.C.  
Revisions
Issue Record
5 Shaws Cove, Suite 103
Drawing Number
Copyright © 2026
Seal
0
1/2"
1"
2"
Drawing Name
Drawing Information
Date
Job Number
Scale
Drawn
Checked
progress print
NOT FOR CONSTRUCTION
71 Raymond Road
West Hartford, CT 06107
DESIGN / BUILDER
New London, CT 06320
860.444.2567
3/12/2026 5:23:43 PM
As indicated
3/12/2026 5:23:43 PM
YST.001 G-010
G-010
G-010
ABBREVIATIONS,
PARTITION TYPES AND
LIST OF DRAWINGS
03.09.26
ISSUED FOR OWNER REVIEW
1018 Hartford Tpke.
Waterford, Connecticut 06385
03.09.26
YST.001
DD
JS
LIST OF DRAWINGS
#
DRAWING NAME
GENERAL
G-000
COVER SHEET
G-010
ABBREVIATIONS, PARTITION TYPES AND LIST OF DRAWINGS
G-020
TYPICAL ACCESSORY MOUNTING HEIGHTS AND LOCATIONS
G-100
PROJECT SPECIFICATIONS
G-101
PROJECT SPECIFICATIONS
LIFE SAFETY
LS-101
LIFE SAFETY PLAN
ARCHITECTURE DEMO
AD-101
FIRST FLOOR DEMOLITION PLAN
ARCHITECTURE
A-101
FIRST FLOOR PLAN
A-102
ROOF PLAN
A-211
REFLECTED CEILING PLAN
A-300
OVERALL BUILDING ELEVATIONS
A-400
OVERALL BUILDING SECTIONS
A-600
DOOR, FRAME AND HARDWARE SCHEDULE

CARD 
READER
LIGHT SWITCHES
DOOR HARDWARE
ELECT
OUTLET
CORNER LEADING EDGE
OR DOOR LEADING EDGE
FIRE STROBE/ SPEAKER
ELECT
OUTLET
TYPICAL ADJACENT TO DOOR
TYPICAL AT WALL
CARD 
READER
LIGHT SWITCHES
DOOR HARDWARE
6'-8" MIN. TO B.O. LENS
CL
CL
CL
CL
18"
46"
46"
82"
18"
46"
46"
8"
FIRE STROBE/ SPEAKER
6'-8" MIN. TO B.O. LENS
82"
18"
FIRE EXTINGUISHER
FIRE ALARM PULL STATION
CL
LC
48"
48"
FIRE ALARM
SPEAKER/STROBE
48" MAX TO 
F.E. HANDLE
80"
TO BOTTOM 
OF LENS
LIGHT SWITCH
ELECTRICAL OUTLET 
MOUNTED 18" A.F.F.
18"
46"
REAR TOILET ELEVATION
(ACCESSIBLE)
SIDE TOILET ELEVATION
(ACCESSIBLE)
SIDE TOILET ELEVATION
(NON-ACCESSIBLE)
VANITY/LAVATORY
SECTION
TOILET TISSUE,
AND/OR SANITARY
NAPKIN DISPOSAL
UNIT
FACE OF 
PARTITION
OR WALL
INSTALL VALVE 
ON
THE LEFT SIDE 
OF
THE TOILET 
STALL
HOLD ALL PIPING &
INSULATION ON WALL
SIDE OF DASHED LINE
LEVER 
HANDLED
FAUCETS
HOLD 1 1/2" MIN
CLEARANCE UNDER
GRAB BAR
24"
12"
1' - 7" MAX
17" MIN
TO TOP OF SEAT
18"
40"
40 3/4"
1' - 7" MAX
17" MIN
TO TOP 
OF 
SEAT
T.O. SEAT
17" TYP
8"
6"
11"
9"
27"
29"
34"
9" MAX
7"  MIN
11"
20"
33" - 36"
33" - 36"
80" MIN.
56"
54" MIN.
39" - 41"
86" MIN.
60"
12" MIN.
18" MIN. 
VERTICAL GRAB 
BAR
42" MIN. SIDE 
GRAB BAR
R 30
15"
18"
6" MIN.
EQ
CLEAR FLOOR 
SPACE AT 
LAVATORY
CL
CL
36" MIN.
TYPICAL SINGLE TOILET ROOM
CLEAR FLOOR SPACE AT LAVATORY
48" MIN.
30" MIN.
17" MIN.
TYPICAL RESTROOM LAV. SECTION
34"
27"
TO WHICHEVER IS 
HIGHER, RIM OR 
COUNTERTOP
NO OBSTRUCTIONS 
BEYOND THIS LINE
8"
9"
MIRROR HEIGHT
40"
6"
24"
4"
13" MAX.
H.C. COMPLIANT 
FAUCET CONTROL
H.C. COMPLIANT "TRAP 
WRAP" INSULATION AT ALL 
EXPOSED UNDERCOUNTER 
PIPING
6 1/2" MAX BOWL 
DEPTH
Revisions
Issue Record
5 Shaws Cove, Suite 103
Drawing Number
Copyright © 2026
Seal
0
1/2"
1"
2"
Drawing Name
Drawing Information
Date
Job Number
Scale
Drawn
Checked
progress print
NOT FOR CONSTRUCTION
71 Raymond Road
West Hartford, CT 06107
DESIGN / BUILDER
New London, CT 06320
860.444.2567
3/12/2026 5:23:43 PM
As indicated
3/12/2026 5:23:43 PM
YST.001 G-020
G-020
G-020
TYPICAL ACCESSORY
MOUNTING HEIGHTS
AND LOCATIONS
03.09.26
ISSUED FOR OWNER REVIEW
1018 Hartford Tpke.
Waterford, Connecticut 06385
03.09.26
YST.001
DD
JS
 1/4" = 1'-0"
TYP. ELEVATIONS/ DEVICE MOUNTING LOCATIONS
 1/4" = 1'-0"
TYP. FIRE SAFETY/ CONTROL DEVICES MOUNTING HEIGHT
 3/8" = 1'-0"
TYP. TOILET FIXTURES/ ACCESSORIES MOUNTING HEIGHT
 1/4" = 1'-0"
TYP. WATER CLOSETS

Revisions
Issue Record
5 Shaws Cove, Suite 103
Drawing Number
Copyright © 2026
Seal
0
1/2"
1"
2"
Drawing Name
Drawing Information
Date
Job Number
Scale
Drawn
Checked
progress print
NOT FOR CONSTRUCTION
71 Raymond Road
West Hartford, CT 06107
DESIGN / BUILDER
New London, CT 06320
860.444.2567
3/12/2026 5:23:43 PM
3/12/2026 5:23:43 PM
YST.001 G-100
G-100
G-100
PROJECT
SPECIFICATIONS
03.09.26
ISSUED FOR OWNER REVIEW
1018 Hartford Tpke.
Waterford, Connecticut 06385
03.09.26
YST.001
DD
JS
A.
1.
1.
1.
A.
1.
2.
A.
A.
A.
1.
1.
•
2.
3.
4.
a.
b.
c.
d.
e.
f.
SECTION 011000 GENERAL REQUIREMENTS PART 1 - GENERAL
Restricted Use of Site: Owner and Owner’s tenants will occupy adjacent areas within the existing building(s) during entire construction 
period. Contractor is prohibited from all public areas, including lobby, corridors, stairs, elevators and other facilities and spaces. 
Contractor’s access and use for construction operations is limited to areas within Contract limits as indicated on the Drawings.
Work with adjacent areas for tie-in’s or construction of new suite entrances shall be coordinated in advance with Owner. Work shall be 
performed at designated (“off-hours”) time periods so as not to interfere with Owner's or Owner ’s tenants day-to-day operations.
B. Permits and Fees: Apply for, obtain, and pay for permits, fees, and utility company backcharges required to perform the work.
C. Codes: Comply with applicable codes and regulations of authorities having jurisdiction. Submit copies of inspection reports, notices and 
similar communications to Architect.
D. Dimensions: Verify dimensions indicated on drawings with field dimensions before fabrication or ordering of materials. Do not scale 
drawings.
E. Existing Conditions: Notify Architect of existing conditions differing from those indicated on the drawings.
F. Contractor’s Conduct on Premises: The Contractor and their employees shall behave in a respectful, courteous and safe manner. Abusive, 
harassing, and lewd behavior is prohibited. Music playing is prohibited. Alcohol, tobacco, and drug use is prohibited.
Comply with Owner’s Rules and Regulations.
G. Digital Project Management: Unless otherwise stipulated in the agreement, provide, administer, and use web- based Project software site 
for purposes of hosting and managing Project communication and documentation until Final Completion.
Software program to include a minimum: Document management for drawings and specifications; Creation, logging and tracking of project 
communications, submittals, RFI’s, contract modifications, construction schedules, and progress photographs.
a. Basis-of-Design Product: Procore Technologies, Inc.; Procore Construction Management Software.
1.3DEFINITIONS
General: Basic Contract definitions are included in the Conditions of the Contract.
B. "Approved": When used to convey Architect's action on Contractor's submittals, applications, and requests, "approved" is limited to 
Architect's duties and responsibilities as stated in the Conditions of the Contract.
C. "Directed": A command or instruction by Architect. Other terms including "requested," "authorized," "selected," "approved," "required," 
and "permitted" have the same meaning as "directed."
D. "Indicated": Requirements expressed by graphic representations or in written form on Drawings, in Specifications, and in other Contract 
Documents. Other terms including "shown," "noted," "scheduled," and "specified" have the same meaning as "indicated."
E. "Regulations": Laws, ordinances, statutes, and lawful orders issued by authorities having jurisdiction, and rules, conventions, and 
agreements within the construction industry that control performance of the Work.
F. "Furnish": Supply and deliver to Project site, ready for unloading, unpacking, assembly, installation, and similar operations.
G. "Install": Operations at Project site including unloading, temporarily storing, unpacking, assembling, erecting, placing, anchoring, 
applying, working to dimension, finishing, curing, protecting, cleaning, and similar operations.
H. "Provide": Furnish and install, complete and ready for the intended use.
I. "Project Site": Space available for performing construction activities. The extent of Project site is shown on Drawings and may or may 
not be identical with the description of the land on which Project is to be built.
J. “Substitutions”: Changes in products, materials, equipment, and methods of construction from those required by the Contract 
Documents.
Substitutions for Cause: Changes proposed by Contractor that are required due to changed Project conditions, such as unavailability 
of product, regulatory changes, or unavailability of required warranty terms.
Substitutions for Convenience: Changes proposed by Contractor that are not required to meet Project conditions or requirements.
1.4INDUSTRY STANDARDS
Referenced standards are part of the Contract Documents and have the same force and effect as if bound with these specifications.
B. Except where specifically indicated otherwise, comply with the current standard in effect as of the date of the Owner/Contractor 
Agreement. Obtain copies of industry standards directly from publisher.
C. The titles of industry standard organizations are commonly abbreviated; full titles may be found in Encyclopedia of Associations or 
consult Architect.
1.5CODES AND REGULATIONS
Comply with all applicable codes, ordinances, regulations and requirements of authorities having jurisdiction.
B. Submit copies of all permits, licenses, certifications, inspection reports, releases, notices, judgments, and communications from 
authorities having jurisdiction to the Architect.
1.6PROCEDURES AND CONTROLS
Layout: Layout work and be responsible for all lines, elevations, and measurements of the building, grading, utilities and other work 
executed under the contract. 
B. Field Measurements: Verify measurements at the building prior to ordering materials or commencing work. No extra charge or 
compensation will be allowed because of differences between actual dimensions and measurements indicated on the Drawings. Differences 
which may be found shall be submitted to the Architect for decision before proceeding with the work.
C. Project Limit Line: The boundaries of the site do not limit the responsibility of the Contractor to perform the work in its entirety. Make 
utility connections as indicated.
D. Matching: Where matching is indicated, the Architect shall be the sole and final judge of what is an acceptable match. Mockups and 
sample submissions are required.
E. Observation: Notify the Architect and authorities having jurisdiction at least thirty-six hours in advance of concealing any work.
F. Utilities: Prior to interrupting utilities, services or facilities, notify the utility owner and the Owner and obtain their written approval a 
minimum 48 hours in advance.
G. Clean-Up: Frequently clean-up all waste, remove from site regularly, and legally dispose of off- site.
H. Installer's Acceptance of Conditions: All installers shall inspect substrates and conditions under which work is to be executed and shall 
report in writing to the Contractor all conditions detrimental to the proper execution and completion of the work. Do not proceed with 
work until unsatisfactory conditions are corrected. Beginning work means installer accepts previous work and conditions.
Coordination: The Contractor shall be fully responsible for coordinating all trades, coordinating construction sequences and 
schedules, and coordinating the actual installed location and interface of all work.
I. Request For Interpretation (RFIs):
Procedure: Immediately on discovery of the need for interpretation of the Contract Documents, and if not possible to request 
interpretation at Project meeting, prepare and submit an RFI in the form specified.
RFIs shall originate with Contractor. RFIs submitted by entities other than Contractor will be returned with no response.
Content of the RFI: Include a detailed, legible description of item needing interpretation.
Architect's Action: Architect will review each RFI, determine action required, and return it. Allow three working days for Architect's 
response for each RFI. RFIs received after 1:00 p.m. will be considered as received the following working day.
The following RFIs will be returned without action:
Requests for approval of submittals.
Requests for approval of substitutions.
Requests for coordination information already indicated in the Contract Documents.
Requests for adjustments in the Contract Time or the Contract Sum.
Requests for interpretation of Architect's actions on submittals.
Incomplete RFIs or RFIs with numerous errors.
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J. Existing Articles of Unusual Value: If during demolition, excavation, or disposal work articles of unusual value or of historical or 
archaeological significance are encountered, the ownership of such articles is retained by the Owner, and information regarding their 
discovery shall be immediately furnished to the Architect. If the nature of the article is such that work cannot proceed without danger of 
damage, work in the area shall be immediately
discontinued until the Architect has determined the proper procedure to be followed. Delays in time thereby shall be a condition for which the 
time of the Contract may be extended. Costs incurred after discovery in the salvaging of such articles shall be borne by the Owner.
1.7SUBMITTALS
Required Submittals: Submit shop drawings, product data, initial selection samples, verification samples, calculations, coordination 
drawings, schedules, and all other submittals as specified in individual specification sections.
B. Submittal Schedule: Within 30 days after award of contract and before first application for payment, prepare list of submittals in 
chronological sequence showing all submittals and proposed date first due at Architect's office and proposed date due to be returned to 
Contractor. Note relevant specification section number.
C. Contractor's Preparation of Submittals: Modify and customize all submittals to show interface with adjacent work and attachment to 
building. Identify each submittal with name of project, date, Contractor's name, subcontractor's name, manufacturer's name, submittal 
name, relevant specification section numbers, and Submittal Schedule reference number. Stamp and sign each submittal to show the 
Contractor's review and approval of each submittal before delivery to Architect's office; unstamped and unsigned submittals will be 
returned without action by the Architect. Leave 4" x 6" open space for Architect's "action" stamp.
Electronic Submittals: Provide a copy of all submittals in electronic format to the Architect. Architect will return a file of reviewed 
submittal in electronic format to the Contractor for distribution to subcontractors, suppliers, fabricators, governing authorities and 
others as necessary for proper performance of the Work. Unless otherwise amenable to the Architect, additional hard copies of 
submittals will not be reviewed by the Architect (or Consultant) and will not be returned to the Contractor.
Assemble complete submittal package into a single indexed file incorporating submittal requirements of a single Specification Section 
and transmittal form with links enabling navigation to each item.
Name file with submittal number or other unique identifier, including revision identifier.
Provide means for insertion to permanently record Contractor's review and approval markings and action taken by Architect and 
Construction Manager.
D. Product Data: Provide manufacturer's preprinted literature including, without limitation, manufacturer's standard printed description of 
product, materials and construction, recommendations for application and use, certification of compliance with standards, instructions for 
installation, and special coordination requirements. Collect data into one submittal for each unit of work or system; mark each copy to 
show which choices and options are applicable to project.
Installer Copy: Verify that the Installer has a current copy of the relevant product data, including installation instructions, before 
permitting installation to begin.
E. Shop Drawings: Provide accurately prepared, large scale and detailed shop drawings prepared specifically for this project. Show adjacent 
conditions and related work. Show accurate field dimensions and clearly note field conditions. Identify materials and products in the work 
shown. Note special coordination required.
After Architect's action, follow specified distribution procedure.
F. Samples: Provide units identical with final materials and products to be installed in the work. Where indicated, prepare samples to 
match Architect's sample. Label each sample with description, source, generic name or manufacturer's name and model number. Architect 
will review samples for confirmation of visual design intent, color, pattern, texture and type only; Architect will not test samples for 
compliance with other Contract requirements which shall remain the exclusive responsibility of the Contractor.
Initial Selection Samples Submittal Quantities: For initial selection purposes, submit 1 set of samples showing the complete range of 
colors and finishes available.
Verification Samples Submittal Quantities: For verification of an initial selection, submit 3 sets of samples; one set will be returned to 
Contractor to be maintained at project site for quality control comparisons.
G. Timing of Submittals: Submit submittals in a timely fashion to allow at least 10 business days for each office's review and handling. This 
means that submittals which have to be reviewed by the Architect and one of their consultants require at least 20 business days for review 
and handling. Add ten business days for each additional consultant who must review a submission.
H. Architect's Action on Submittals: Architect will review submittals, stamp with "action stamp", mark action, and return to Contractor. 
Architect will review submittals only for conformance with the design concept of the project. The Contractor is responsible for confirming 
compliance with other Contract requirements, including without limitation, performance requirements, field dimensions, fabrication 
methods, means, methods, techniques,
sequences and procedures of construction, coordination with other work. The Architect's review and approval of submittals shall be held to 
the limitations stated in the Owner/Architect Agreement and the Conditions of the Contract. In no case shall approval or acceptance by the 
Architect be interpreted as a release of Contractor of their responsibilities to fulfill all of the requirements of the Contract Documents.
Required Resubmittal: Unless submittal is noted "reviewed" or "reviewed except as noted, resubmission not required," make 
corrections or changes to original and resubmit to Architect.
Distribution: When submittal is noted "reviewed" or "reviewed as noted, resubmittal not required," make prints or copies and 
distribute to Owner, Subcontractors involved, and to all other parties requiring information from the submittal for performance or 
coordination of related work.
1.8WARRANTIES
Warranties Required: Refer to individual trade sections for specific product warranty requirements.
B. Procurement: Where a warranty is required, do not purchase or subcontract for materials or work until it has been determined that 
parties required to countersign warranties are willing to do so.
C. Warranty Forms: Submit written warranty to Owner through Architect for approval prior to execution. Furnish two copies of executed 
warranty to Owner for their records; furnish two additional conformed copies where required for maintenance manual.
D. Work Covered: Contractor shall remove and replace other work of project which has been damaged as a result of failure of warranteed 
work or equipment, or which must be removed and replaced to provide access to work under warranty. Unless otherwise specified, 
warranty shall cover full cost of replacement or repair, and shall not be pro-rated on basis of useful service life.
E. Warranty Extensions: Work repaired or replaced under warranty shall be warranted until the original warranty expiration date or for 
ninety days whichever is later in time.
F. Warranty Effective Starting Date: Guarantee period for all work, material and equipment shall begin on the date of substantial 
completion of the Project, not when subcontractor has completed their work nor when equipment is turned on. In addition to the one year 
guarantees for the entire work covered by these Contract Documents, refer to the various sections of the specifications for extended 
guarantee or maintenance requirements for various material and equipment.
G. Warranties are Irrevocable: Warranties issued to the Owner are irrevocable.
Non-Payment: If warrantor refuses to issue warranty, or attempts to revoke warranty due to lack of payment by any party other than 
the Owner, the Contractor shall resolve the payment conflict, and cause the warranty to be issued or reinstated.
Incomplete or incorrect Installation: If warrantor refuses to issue warranty, or attempts to revoke warranty due to improper 
installation or other deficiency, the Contractor shall correct the deficiency and cause the warranty to be issued or reinstated.
H. Transferable Warranties: All warranties shall permit Owner to transfer or assign warranties to future owners or other assignors at no 
additional cost to the Owner for the full warranty period.
1.9CUTTING AND PATCHING
Limitations: Do not cut and patch any work in a manner that would result in a failure of the work to perform as intended, decreased 
energy performance, increased maintenance, decreased operational life, or decreased safety.
Structural Work: Do not cut structural work or bearing walls without written approval from Architect. Where cutting and patching of 
structural work is necessary and approved by Architect, perform work in a manner which will not diminish structural capacity nor 
increase deflection of member. Provide temporary shoring and bracing as necessary. Ensure the safety of people and property at all 
times.
B. Cutting and Patching Materials: Use materials identical to materials to be cut and patched. If identical materials are not available or 
cannot be used, use materials that match existing materials to the greatest extent possible. Provide finished work that will result in equal to 
or better than existing performance characteristics.
C. Inspection: Before cutting and patching, examine surfaces and conditions under which work is to be performed and correct unsafe and 
unsatisfactory conditions prior to proceeding.
D. Protection: Protect adjacent work from damage. Protect the work from adverse conditions.
E. Cutting: Cut work using methods least likely to damage adjoining work. Use tools designed for sawing or grinding, not hammering or 
chopping. Use saws or drills to ensure neat, accurately formed holes to sizes required with minimum disturbance to adjacent work. 
Temporarily cover openings; maintain weathertightness and safety.
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Utilities: Locate utilities before cutting. Provide temporary utilities as needed. Cap, valve, or plug and seal ends of abandoned utilities 
to prevent entrance of moisture or other foreign matter.
F. Patching: Patch with seams and joints which are durable and not visible. Comply with specified tolerances for similar new work; create 
true even planes with uniform continuous appearance. Restore finishes of patched areas and, if necessary, extend finish restoration onto 
adjoining unpatched area to eliminate evidence of patching and refinishing. Repaint entire assemblies, not just patched area. Remove and 
replace work which has been cut and patched in a visually unsatisfactory manner as determined by the Architect.
G. Qualifications: Retain experienced and specialized firms, original installers if possible, to perform cutting and patching. Workmen shall 
be skilled in type of cutting and patching required.
1.10 TEMPORARY FACILITIES AND UTILITIES
Scope of Temporary Work: This article is not intended to limit the scope of temporary work required under the Contract. Provide all 
temporary facilities and utilities needed.
B. Permits and Fees: Obtain and pay for all permits, fees and charges related to temporary work.
C. Codes and Authorities Having Jurisdiction for Temporary Facilities and Utilities: Comply with all requirements of authorities having 
jurisdiction, codes, utility companies, OSHA, and industry standards including, but not limited to the following:
NFPA 241, Standard for Safeguarding Construction, Alteration, and Demolition Operations.
ANSI-A10 Series, Safety Requirements for Construction and Demolition.
NECA National Joint Guideline NJG-6, Temporary Job Utilities and Services.
Electrical Service: NEMA, NECA, and UL.
D. Field Offices: Provide Contractor's field offices as needed. Keep current copies of all Contract Documents and project paperwork neatly 
on file at jobsite. 
E. Equipment and Tools: Provide all equipment including, but not limited to, hoists, lifts, scaffolding, machines, tools and the like, as 
needed for execution of the work. Provide safe access to all parts of the work.
F. Temporary Enclosures: Provide temporary enclosures to maintain proper temperatures and to prevent weather damage. Always 
maintain legal means of egress.
G. Lifts and Hoists: Provide facilities necessary for hoisting materials and personnel.
H. Protection: Protect nearby property and the public from construction activities. Provide and maintain barricades, warning signs and 
lights, railings, walkways and similar items. Immediately repair damaged property to its condition before being damaged.
I. Construction Fencing: Provide construction fencing and barriers as applicable to the project and as required by code to protect 
personnel, the public, and to control access.
J. Fire Prevention: Take every precaution to prevent fire. Provide and maintain in good operating condition suitable and adequate fire 
protection equipment and services, and comply with recommendations regarding fire protection made by the representative of the fire 
insurance company carrying insurance on the Work or by the local fire chief or fire marshal. The area within the site limits shall be kept 
orderly and clean, and all combustible rubbish shall be promptly removed from the site.
K. Egress: Maintain safe and legal means of egress at all times. At all times, provide at least two separate means of egress.
L. Mold Control and Remediation During Construction: The Contractor shall protect construction materials and building systems from 
moisture damage and from conditions which promote mold growth during and after construction. The Contractor shall be responsible for 
mold remediation and replacement of materials which cannot be successfully remediated in accordance with the following requirements:
Materials which become wet prior to installation shall be cleaned, treated and dried in accordance with EPA Guidelines.
Materials which exhibit mold growth prior to installation shall not be installed and shall be removed from the site.
Materials which exhibit mold growth after installation shall be remediated in accordance with EPA Guidelines for Remediating 
Building Materials with Mold Growth Caused by Clean Water. The Contractor shall engage and pay for a qualified industrial hygienist 
acceptable to the Owner to determine the cause of the mold growth, and to certify in writing that materials have been successfully 
remediated. In the event that the industrial hygienist recommends methods of remediation in addition to those in the Guidelines, the 
Contractor shall also be responsible for the additional remediation. Materials which can not be successfully remediated shall be 
removed and replaced with new materials at no additional expense to the Owner.
Prior to the start of construction, the Contractor shall submit the name of the person in the Contractor's organization responsible for 
ensuring compliance with these requirements for mold control and remediation.
M. Existing Mold-Contaminated Materials: In the event that mold-contaminated materials are encountered during remodeling operations, 
the Contractor shall stop work in that area and notify the Owner and Architect in writing. The Owner will engage and pay for an industrial 
hygienist to evaluation the situation to advise the Contractor on the proper course of action.
1.11 DELIVERY, STORAGE AND HANDLING
Manufacturer's Instructions: Strictly comply with manufacturer's instructions and recommendations and prevent damage, deterioration 
and loss, including theft. Minimize long- term storage at the site. Maintain environmental conditions, temperature, ventilation, and 
humidity within range permitted by manufacturers of materials and products used.
1.12 RECORD DOCUMENTS
Definition of As-Constructed Record Drawings: (commonly called “as-builts”) are the record of the Project as constructed based on 
information the Contractor provides to the Owner under the contract for construction. Because the As-constructed Record Drawings will 
be based on the Contractor’s mark-ups, the Architect is not responsible for the accuracy or completeness of the As-constructed Record 
Drawings.
B. Definition of As-Designed Record Drawings: The record of everything the Architect designed for the Project, and including the original 
Construction Documents plus all addenda, Architect’s Supplemental Instructions, Change Orders, Construction Change Directives and minor 
changes in the work.
C. General: Keep as-constructed record documents neatly and accurately. Record information as the work progresses and deliver to 
Architect at time of final acceptance. Include in record documents all field changes made, all relevant dimensions, and all relevant details of 
the work. Keep record documents up to date with all Architect’s Supplemental Instructions, Change Orders, Construction Change Directives 
and minor changes in the work clearly indicated.
D. Operating and Maintenance Manuals: Manuals shall be submitted which contain the following:
Description of the system provided.
Handling, storage, and installation instructions.
Detailed description of the function of each principal component of the systems or equipment.
Operating procedures, including prestartup, startup, normal operation, emergency shutdown, normal shutdown and troubleshooting.
Maintenance procedures including lubrication requirements, intervals between lubrication, preventative and repair procedures, and 
complete spare parts list with cross reference to original equipment manufacturer's part numbers.
Control and alarm features including schematic of control systems, control loop electric ladder diagrams, controller operating set 
points, settings for alarms and shutdown systems, pump curves and fan curves.
Safety and environmental considerations.
E. Copies of Operating and Maintenance Manuals: Three copies of the manuals shall be provided within sufficient time to allow for training 
of Owner's personnel. Submit one copy of the manuals to the Architect for review no later than 90 calendar days prior to substantial 
completion, or building turn over, whichever comes first. Submit the remaining five copies within 15 days after first review set is returned 
to contractor. Progress payment may be withheld if this requirement is not met.
F. Instructions for Owner's Personnel: Prior to final inspection, instruct the Owner's personnel in operation, adjustment and maintenance 
of products, equipment and systems. Provide instruction at mutually agreed upon times. Video all instruction sessions and deliver videos to 
Owner on thumb drive or other suitable media.
For equipment that requires seasonal operation provide similar instruction during other seasons.
Use operation and maintenance manuals for each piece of equipment or system as the basis of instruction. Review contents in detail 
to explain all aspects of operation and maintenance.
CONTINUED ON THE NEXT PAGE

Revisions
Issue Record
5 Shaws Cove, Suite 103
Drawing Number
Copyright © 2026
Seal
0
1/2"
1"
2"
Drawing Name
Drawing Information
Date
Job Number
Scale
Drawn
Checked
progress print
NOT FOR CONSTRUCTION
71 Raymond Road
West Hartford, CT 06107
DESIGN / BUILDER
New London, CT 06320
860.444.2567
3/12/2026 5:23:43 PM
3/12/2026 5:23:43 PM
YST.001 G-101
G-101
G-101
PROJECT
SPECIFICATIONS
03.09.26
ISSUED FOR OWNER REVIEW
1018 Hartford Tpke.
Waterford, Connecticut 06385
03.09.26
YST.001
DD
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1.13 PROJECT CLOSE OUT
Complete the following prior to Substantial Completion:
Provide Contractor's Punch List of incomplete items stating reason for incompletion and value of incompletion.
Submit all warranties, maintenance contracts, final certificates and similar documents.
Obtain Certificate of Occupancy and similar releases which permit the Owner's full and unrestricted use of the areas claimed 
"Substantially Complete".
Submit record documents.
Deliver maintenance stocks of materials where specified.
Make final change over of lock cylinders or cores and advise Owner of change of security responsibility.
Complete startup of all systems and instruct Owner's personnel in proper operation and routine maintenance of systems and 
equipment.
Complete clean up and restoration of damaged finishes.
Remove all temporary facilities and utilities that are no longer needed.
Request Architect's inspection for Substantial Completion.
B. Architect will either issue a Certificate of Substantial Completion or notify Contractor of work which must be performed prior to issue of 
certificate.
C. Complete the following prior to Final Acceptance and payment:
Obtain Certificate of Substantial Completion.
Submit final application for payment, showing final accounting of changes in the work.
Provide final releases and lien waivers not previously submitted.
Submit certified copy of final punch list stating that Contractor has completed or corrected each item.
1.14 FINAL CLEANING AND REPAIR
Clean Up: Immediately prior to the Architect's inspection for Substantial Completion, the Contractor shall completely clean the premises 
and clean and prepare the completed work in order for it to be used for its intended purpose in accordance with the Contract 
Documents. Such work shall include, but not be limited to the following:
Stains, spots, dust, marks and smears shall be removed from all surfaces.
Hardware and metal surfaces shall be cleaned and polished.
Glass and plastic surfaces shall be thoroughly cleaned by professional window cleaners.
Damaged, broken or scratched glass or plastic shall be replaced by the Contractor at the Contractor's expense.
Use low-emitting, environmentally friendly cleaning agents and procedures. Do not use ammonia-, chlorine bleach-, or solvent-based 
cleaners, unless authorized in writing by Architect.
B. Repairs: Repair and touch-up all damaged and deteriorated products and surfaces.
END OF SECTION
SECTION 024119 SELECTIVE DEMOLITION
PART 1 - GENERAL
DESCRIPTION OF WORK
Work Included:
Demolition and removal of selected portions of the existing building as required for new work. Refer to the Drawings for additional 
requirements.
Salvage of existing items to be reused or turned over to the facility.
Removal and legal disposal of demolished materials off site. Except those items specifically designated to be relocated, reused, or 
turned over to the facility, all existing removed materials, items, trash and debris shall become property of the Contractor and shall 
be completely removed from the site and legally disposed of at their expense. Salvage value belongs to the Contractor. On-site sale 
of materials is not permitted.
Demolition and removal work shall properly prepare for alteration work and new construction to be provided under the Contract.
Scheduling and sequencing operations without interruption to utilities serving occupied areas. If interruption is required, obtain 
written permission from the utility company and the Owner.
DEFINITIONS
Remove: Detach items from existing construction and legally dispose of them off-site, unless indicated to be removed and salvaged or 
removed and reinstalled.
B. Remove and Salvage: Detach items from existing construction and deliver them to the Owner ready for reuse, at a location designated 
by the Owner. Protect from weather until accepted by Owner.
C. Remove and Reinstall: Detach items from existing construction, prepare them for reuse, and reinstall them where indicated. Protect 
from weather until reinstallation.
D. Existing to Remain: Existing items of construction that are not to be removed and that are not otherwise indicated to be removed, 
removed and salvaged, or removed and reinstalled.
QUALITY ASSURANCE
Examination of Existing Conditions: The Contractor shall examine the Contract Drawings for demolition and removal requirements and 
provisions for new work. Verify all existing conditions and dimensions before commencing work. The Contractor shall visit the site and 
examine the existing conditions as he finds them and shall inform herself/himself of the character, extent and type of demolition and 
removal work to be performed. Submit any questions regarding the extent and character of the demolition and removal work in the 
manner and within the time period established for receipt of such questions during the bidding period.
B. Regulatory Requirements: Comply with governing EPA notification regulations before beginning selective demolition. Comply with 
hauling and disposal regulations of authorities having jurisdiction.
WARRANTY
Existing Warranties: Remove, replace, patch, and repair materials and surfaces cut or damaged during selective demolition, by methods 
and with materials so as not to void existing warranties.
PART 2 - PRODUCTS
2.1SALVAGING
Salvaged for Reinstallation: Materials indicated on the Drawings to be salvaged and reinstalled shall be carefully removed and stored at a 
location acceptable to the Architect and Owner.
B. Salvaged for Storage: Materials indicated on the Drawings or designated in the field by the Owner to be salvaged and stored shall be 
carefully removed and delivered to the Owner at locations determined by Owner.
PART 3 - EXECUTION
3.1EXAMINATION
Verify that utilities have been disconnected and capped.
B. Survey existing conditions and correlate with requirements indicated to determine extent of selective demolition required.
C. Prior to penetrating, coring, or saw cutting and removal of existing concrete slabs, investigate existing conditions to determine location 
of embedded and below slab items, including structural elements, thickened slabs, reinforcing steel, conduits and piping.
Review record documents of existing construction if available from Owner.
Provide X-ray or penetrating radar scanning of area.
Mark existing slab with locations and approximate size of embedded and below slab items.
D. Inventory and record the condition of items to be removed and reinstalled and items to be removed and salvaged.
E. When unanticipated mechanical, electrical, or structural elements that conflict with intended function or design are encountered, 
investigate and measure the nature and extent of conflict. Promptly submit a written report to Architect.
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3.2UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS
Service/System Requirements: Locate, identify, disconnect, and seal or cap off indicated utility services and mechanical/electrical 
systems serving areas to be selectively demolished.
If services/systems are required to be removed, relocated, or abandoned, before proceeding with selective demolition provide 
temporary services/systems that bypass area of selective demolition and that maintain continuity of services/systems to other parts 
of building.
Cut off pipe or conduit in walls or partitions to be removed. Cap, valve, or plug and seal remaining portion of pipe or conduit after 
bypassing. Where entire wall is to be removed, existing services/systems may be removed with removal of the wall.
Prior to commencing cutting work in existing surfaces, take all precautionary measures to assure that mechanical and electrical 
services to the particular area have been made inactive. Coordinate with Plumbing, HVAC, and Electrical
subcontractors. Only licensed tradesmen of that particular trade shall disconnect and cap existing mechanical and electrical 
items that are to be removed, abandoned and/or relocated.
4. If, during the process of cutting work, existing utility lines are encountered which are not indicated on the Drawings, regardless of 
their condition, immediately report such items to the Architect. Do not proceed with work in such areas until ins