BID DRAWING SET-rev 11-05-25.pdf

Terrence Cheng, President

PROJECT NO. BI-CTC-XXX

FACILITIES DEPARTMENT

61 WOODLAND STREET

HARTFORD, CT 06105

LIST OF DRAWINGS

COVER

C1.01 ABBREVIATIONS, LEGENDS & GENERAL NOTES

C1.02 SITE LOCATION/AREA OF WORK

C1.03 AUDITORIUM PLAN & STAGE ELEVATION

C1.04 SUMP PIT/SUMP PUMP DETAILS

C1.05 DETAIL SECTIONS

C.06 DETAIL SECTIONS 2

170 ELM STREET, ENFIELD, CT 06082

Bid Documents

Architect / Engineer

Seal

ARCHITECT - ENGINEER

NAME XXXXXXXXX

ADDRESS XXXXXXXXX

TOWN ZIP XXXXXXXXX

Number or Website XXXXX X

SMALL ROOFS REPLACEMENTS

NAUGATUCK VALLEY

750 CHASE PARKWAY, WATERBURY, CT 06708

Architect:

edmSTUDIO

45 SOUTH MAIN STREET

UNIONVILLE, CT 06085

www.edmstudiocreates.com

09.12.2025

TITLE SHEET

A1.00 PROJECT KEY PLAN

AD1.01 ROOF 1 DEMO PLAN

AD1.02 ROOF 2 DEMO PLAN

AD1.03 ROOF 3 DEMO PLAN

AD1.04 ROOF 4 DEMO PLAN

A1.01 ROOF 1 PLAN

A1.02 ROOF 2 PLAN

A1.03 ROOF 3 PLAN

A1.04 ROOF 4 PLAN

A2,01 DETAILS

A3.01 PHOTOGRAPHS

A3.02 PHOTOGRAPHS

RN1.01 ROOF NAV ROOF 1

RN1.02 ROOF NAV ROOF 2

RN1.03 ROOF NAV ROOF 3

RN1.04 ROOF NAV ROOF 4

MEP0.00 GENERAL NOTED

MEPD1.01 ROOF 1 DEMO PLAN

MEPD1.02 ROOF 2 DEMO PLAN

MEPD1.03 ROOF 3 DEMO PLAN

MEPD1.04 ROOF 4 DEMO PLAN

MEP1.01 ROOF 1 PLAN

MEP1.02 ROOF 2 PLAN

MEP1.03 ROOF 3 PLAN

MEP1.04 ROOF 4 PLAN

MEP7.00 PLUMBING SPECIFICATIONS

MEP7.01 MECHANICAL SPECIFICATIONS

MEP7.02 ELECTRICAL SPECIFICATIONS

LIST OF DRAWINGS

O. John Maduko, M.D., Interim Chancellor

KEY PLAN

additional scope of work:

IN ADDITION TO THE ROOFING WORK PROVIDED FOR IN THESE

DRAWINGS THE CONTRACTOR IS PATCH AND REPAIR THE EXISTING

WATER DAMAGED CEILING IN THE FINE ARTS CENTER AUDITORIUM

ROOM A300.

THE WORK SHALL INCLUDE PATCHING OR REMOVAL AND

REPLACEMENT OF DAMAGED CEILING AS REQUIRED TO PROVIDE A

FINSHED CEILING TO MATCH EXISTING ADJACENT CEILING AREAS.

FOR BIDDING THE CONTRACTOR SHALL CONSIDER APPROXIMATELY

200 SQUARE FEET OF NON-CONTIGUOUS REPAIRS. REPAINTING SHALL

CONSIST OF PRIMING AND REPAINTING THE ENTIRE CEILING TO

PROVIDE SEAMLESS APPEARANCE BEWTEEN EXISTING AND REPAIRED

CEILING AREAS.

SEE ADJACENT PHOTOS FOR GENERAL REPAIR AREA.

CAD no.

11.06.25 drawing prepared by project no.

project drawing no.

approved by drawn by scale date drawing title descriptiondatemark

R E V I S I O N S

CORE BUILDING SMALL ROOF REPAIRS

BI-CTC-688

professional seal

1/64" = 1'- 0"

A1.00xxxxxxxxxx.dwg

PROJECT KEY PLAN

PROJECT KEY PLAN

1/64"=1'-0"

BUILDING 1 BUILDING 2 BUILDING 3 BUILDING 4

ROOF 1A ROOF 1B

ROOF 1C

ROOF 1D

DEMOLITION LEGEND

1 EXISTING ROOFING SYSTEM TO BE REMOVCED IN

ITS ENTIRETY TO TOP OF EXISTING STRUCTURAL

DECK

2 EXISTING METAL COPING TO REMAIN. REMOVE

AND REINSTALL AS REQUIRED FOR THE

INSTALLATION OF THE NEW ROOFING

3 EXISTING METAL WALL FLASHING TO REMAIN.

4 EXISTING METAL ROOFING SYSTEM TO BE

REMOVCED IN ITS ENTIRETY TO TOP OF EXISTING

STRUCTURAL DECK

CAD no.

11.06.25 drawing prepared by project no.

project drawing no.

approved by drawn by scale date drawing title descriptiondatemark

R E V I S I O N S

BI-CTC-688

professional seal

1/8" = 1'- 0"

AD1.01

ROOF 1 PLANS

ROOF 1 PLAN

1/32"=1'-0"2

ROOF 1A PLAN

1/8"=1'-0"

ROOF 1B PLAN

1/8"=1'-0" 3

ROOF 1C & 1D PLAN

1/8"=1'-0"

3 3

CORE BUILDING SMALL ROOF REPAIRS

ROOF 2A

ROOF 2B

DEMOLITION LEGEND

1 EXISTING ROOFING SYSTEM TO BE REMOVCED IN

ITS ENTIRETY TO TOP OF EXISTING STRUCTURAL

DECK

2 EXISTING METAL COPING TO REMAIN. REMOVE

AND REINSTALL AS REQUIRED FOR THE

INSTALLATION OF THE NEW ROOFING

3 EXISTING METAL WALL FLASHING TO REMAIN.

4 EXISTING METAL ROOFING SYSTEM TO BE

REMOVCED IN ITS ENTIRETY TO TOP OF EXISTING

STRUCTURAL DECK

ROOF 2 PLAN

1/32"=1'-0"

CAD no.

10.06.25 drawing prepared by project no.

project drawing no.

approved by drawn by scale date drawing title descriptiondatemark

R E V I S I O N S

BI-CTC-688

professional seal

1/8" = 1'- 0"

AD1.02xxxxxxxxxx.dwg

ROOF 2 PLANS

ROOF 2B PLAN

1/8"=1'-0"2

ROOF 2A PLAN

1/8"=1'-0"

1 1

ROOF 3B

ROOF 3A

DEMOLITION LEGEND

1 EXISTING ROOFING SYSTEM TO BE REMOVCED IN

ITS ENTIRETY TO TOP OF EXISTING STRUCTURAL

DECK

2 EXISTING METAL COPING TO REMAIN. REMOVE

AND REINSTALL AS REQUIRED FOR THE

INSTALLATION OF THE NEW ROOFING

3 EXISTING METAL WALL FLASHING TO REMAIN.

4 EXISTING METAL ROOFING SYSTEM TO BE

REMOVCED IN ITS ENTIRETY TO TOP OF EXISTING

STRUCTURAL DECK

ROOF 3 PLAN

1/32"=1'-0"

CAD no.

11.06.25 drawing prepared by project no.

project drawing no.

approved by drawn by scale date drawing title descriptiondatemark

R E V I S I O N S

BI-CTC-688

professional seal

1/8" = 1'- 0"

AD1.03

ROOF 3 PLANS

ROOF 3B PLAN

1/8"=1'-0"

ROOF 3A PLAN

1/8"=1'-0"

ROOF 4A

ROOF 4B

DEMOLITION LEGEND

1 EXISTING ROOFING SYSTEM TO BE REMOVCED IN

ITS ENTIRETY TO TOP OF EXISTING STRUCTURAL

DECK

2 EXISTING METAL COPING TO REMAIN. REMOVE

AND REINSTALL AS REQUIRED FOR THE

INSTALLATION OF THE NEW ROOFING

3 EXISTING METAL WALL FLASHING TO REMAIN.

4 EXISTING METAL ROOFING SYSTEM TO BE

REMOVCED IN ITS ENTIRETY TO TOP OF EXISTING

STRUCTURAL DECK

ROOF 4 PLAN

1/32"=1'-0"

CAD no.

11.06.25 drawing prepared by project no.

project drawing no.

approved by drawn by scale date drawing title descriptiondatemark

R E V I S I O N S

BI-CTC-688

professional seal

1/8" = 1'-0"

AD1.04

ROOF 4 PLANS

ROOF 4A PLAN

1/8"=1'-0"

ROOF 4B PLAN

1/8"=1'-0"

ROOF 1D

SYMBOL LEGEND

R NEW MEMBRANE AND INSULATION ROOF SYSTEM

RD ROOF DRAIN - SEE DETAIL 4 SHEET A2.01

AND MECHANICAL DRAWINGS

M CURB MOUNTED MECHANICAL UNIT - SEE DETAIL

5 SHEET A2.01 AND MECHANICAL DRAWINGS

V ROOF VENT - SEE DETAIL 6 SHEET A2.01

SS NEW STANDING SEAM METAL ROOF SYSTEM

TP 72" X 72" TRAFFIC PAD - PROVIDE CONSTRASTING

COLOR TO ROOF MEMBRANE

SC THRU WALL SCUPPER - SEE DETAIL 8 SHEET A2.01

CAD no.

11.06.25 drawing prepared by project no.

project drawing no.

approved by drawn by scale date drawing title descriptiondatemark

R E V I S I O N S

CORE BUILDING SMALL ROOF REPAIRS

BI-CTC-688

professional seal

1/8"=1'- 0"

A1.01

ROOF 1 PLANS

ROOF 1 PLAN

1/32"=1'-0"

ROOF 1A PLAN

1/8"=1'-0"

ROOF 1B PLAN

1/8"=1'-0"

ROOF 1C & 1D PLAN

1/8"=1'-0"

R

RD

RD

M

R

R

RD

RD

RD RD

R

R

V

RD

RD

RD

RD

M

M

TP

TP

TP TP

SCSC

SYMBOL LEGEND

R NEW MEMBRANE AND INSULATION ROOF SYSTEM

RD ROOF DRAIN - SEE DETAIL 4 SHEET A2.01

AND MECHANICAL DRAWINGS

M CURB MOUNTED MECHANICAL UNIT - SEE DETAIL

5 SHEET A2.01 AND MECHANICAL DRAWINGS

V ROOF VENT - SEE DETAIL 6 SHEET A2.01

SS NEW STANDING SEAM METAL ROOF SYSTEM

TP 72" X 72" TRAFFIC PAD - PROVIDE CONSTRASTING

COLOR TO ROOF MEMBRANE

SC THRU WALL SCUPPER - SEE DETAIL 8 SHEET A2.01

ROOF 2 PLAN

1/32"=1'-0"

CAD no.

11.06.25 drawing prepared by project no.

project drawing no.

approved by drawn by scale date drawing title descriptiondatemark

R E V I S I O N S

DAS-CTC-688

professional seal

1/8" = 1'- 0"

A1.02

ROOF 2 PLANS

ROOF 2B PLAN

1/8"=1'-0"1

ROOF 2A PLAN

1/8"=1'-0"

R

R RD

RD

TP

RD

TP

CORE BUILDING SMALL ROOF REPAIRS

SC

SCSC

SYMBOL LEGEND

R NEW MEMBRANE AND INSULATION ROOF SYSTEM

RD ROOF DRAIN - SEE DETAIL 4 SHEET A2.01

AND MECHANICAL DRAWINGS

M CURB MOUNTED MECHANICAL UNIT - SEE DETAIL

5 SHEET A2.01 AND MECHANICAL DRAWINGS

V ROOF VENT - SEE DETAIL 6 SHEET A2.01

SS NEW STANDING SEAM METAL ROOF SYSTEM

TP 72" X 72" TRAFFIC PAD - PROVIDE CONSTRASTING

COLOR TO ROOF MEMBRANE

SC THRU WALL SCUPPER - SEE DETAIL 8 SHEET A2.01

ROOF 3 PLAN

1/32"=1'-0"

CAD no.

11.06.25 drawing prepared by project no.

project drawing no.

approved by drawn by scale date drawing title descriptiondatemark

R E V I S I O N S

BI-CTC-688

professional seal

1/8" = 1'- 0"

A1.03

ROOF 3 PLANS

ROOF 3B PLAN

1/8"=1'-0"

ROOF 3A PLAN

1/8"=1'-0"

R

R

SS

RD

SS

RD

SYMBOL LEGEND

R NEW MEMBRANE AND INSULATION ROOF SYSTEM

RD ROOF DRAIN - SEE DETAIL 4 SHEET A2.01

AND MECHANICAL DRAWINGS

M CURB MOUNTED MECHANICAL UNIT - SEE DETAIL

5 SHEET A2.01 AND MECHANICAL DRAWINGS

V ROOF VENT - SEE DETAIL 6 SHEET A2.01

SS NEW STANDING SEAM METAL ROOF SYSTEM

TP 72" X 72" TRAFFIC PAD - PROVIDE CONSTRASTING

COLOR TO ROOF MEMBRANE

SC THRU WALL SCUPPER - SEE DETAIL 8 SHEET A2.01

ROOF 4 PLAN

1/32"=1'-0"

CAD no.

11.06.25 drawing prepared by project no.

project drawing no.

approved by drawn by scale date drawing title descriptiondatemark

R E V I S I O N S

DAS-CTC-688

professional seal

1/8" = 1'-0"

A1.04

ROOF 4 PLANS

ROOF 4A PLAN

1/8"=1'-0"

RD

R

RD

RD

M

ROOF 4B PLAN

1/8"=1'-0"

RD

R

COVER BOARD

RIGID INSULATION

ROOF MEMBRANE MEMBRANE FLASHING

EXISTING FLASHING

EXISTING ROOF DECK

COVER BOARD

EXISTING VENT OR PIPING

S.S. CLAMPING RING

SEALANT

ROOF MEMBRANE

RIGID INSULATION

EXISTING ROOF DECK

MEMBRANE FLASHING

VAPOR RETARDER

INSTALL VENT PIPE EXTENSION IF

REQUIRED TO PROVIDE 18" CLEARANCE

FROM TOP OF ROOF TO TOP OF VENT PIPE

EXISTING ROOF DECK

RIGID INSULATION

COVER BOARD

ROOF MEMBRANE

MEMBRANE FLASHING

REMOVE AND REPLACE

EXISTING ROOF DRAIN - SEE

PLUMBING

CONTINUOUS WATER

CUT-OFF MASTIC

COVER BOARD

RIGID INSULATION

EXISTING ROOF DECK

ROOF MEMBRANE

EXISTING CURB MOUNTED

MECHANICAL EQUIPMENT

CURB FLASHING

MEMBRANE FLASHING

VAPOR RETARDER

COVER BOARD

RIGID INSULATION

ROOF MEMBRANE

MEMBRANE FLASHING

STANDING SEAM

METAL PANEL

VAPOR RETARDER

ICE AND WATER

BARRIER

ROOF MEMBRANE

RIGID INSULATION

COVER BOARD

FACE OF EXISTING

BUILDING EXISTING ROOF DECK

EXISTING METAL COPING -

REMOVE AND REINSTALL AS

REQUIRED FOR MEMBRANE

INSTALLATION

MEMBRANE FLASHING

ROOF MEMBRANE

RIGID INSULATION

COVER BOARD

EXISTING ROOF DECK

CONT. WOOD BLOCKING - PREP AS

REQUIRED FOR MEMBRANE INSTALLATION

EXISTING METAL COPING -

REMOVE AND REINSTALL AS

REQUIRED FOR MEMBRANE

INSTALLATION

MEMBRANE

FLASHING

EXISTING RAISED CURB

FACE OF EXISTING

BUILDING

VAPOR RETARDER

VAPOR RETARDER

VAPOR RETARDER

VAPOR RETARDER

8" M

IN

EXISTING ROOF DECK

CONT. WOOD BLOCKING - PREP AS

REQUIRED FOR MEMBRANE INSTALLATION

CAD no.

11.06.25 drawing prepared by project no.

project drawing no.

approved by drawn by scale date drawing title descriptiondatemark

R E V I S I O N S

BI-CTC-688

professional seal

1 1/2" = 1'- 0"

A2.01

ROOF DETAILS

PROJECT KEY PLAN

1/64"=1'-0"

COPING DETAIL

1 1/2"=1'-0"2

COPING DETAIL

1 1/2"=1'-0"3

THRU WALL FLASHING

1 1/2"=1'-0"

ROOF DRIAN

1 1/2"=1'-0"1

CURB DETAIL

1 1/2"=1'-0"6

VENT DETAIL

1 1/2"=1'-0"

STANDING SEAM ROOF

1 1/2"=1'-0"

PHOTOGRAPHS ARE FOR GENERAL INFORMATION ONLY AND MAY NOT

REPRESENT ALL CONDITIONS TO BE ENCOUNTERED IN THE PROJECT

note:

CAD no.

11.06.25 drawing prepared by project no.

project drawing no.

approved by drawn by scale date drawing title descriptiondatemark

R E V I S I O N S

BI-CTC-688

professional seal

NTS

A3.01xxxxxxxxxx.dwg

ROOF 1 & 2 PHOTOS

ROOF 1A

ROOF 1A

ROOF 1B

ROOF 1B

ROOF 1C

ROOF 1D

ROOF 2A

ROOF 2A

ROOF 2B

PHOTOGRAPHS ARE FOR GENERAL INFORMATION ONLY AND MAY NOT

REPRESENT ALL CONDITIONS TO BE ENCOUNTERED IN THE PROJECT

note:

CAD no.

11.06.25 drawing prepared by project no.

project drawing no.

approved by drawn by scale date drawing title descriptiondatemark

R E V I S I O N S

BI-CTC-688

professional seal

NTS

A3.02

ROOF 3 & 4 PHOTOS

ROOF 3A

ROOF 3B

ROOF 4A

ROOF 1D

11.06.25 drawing prepared by project no.

project drawing no.

approved by drawn by scale date drawing title descriptiondatemark

R E V I S I O N S

DAS-CTC-688

professional seal

1/8" = 1'-0"

RN1.01

ROOF 1 ROOF NAV PLANS

ROOF 1 PLAN

1/32"=1'-0"2

ROOF 1A PLAN

1/8"=1'-0"

ROOF 1B PLAN

1/8"=1'-0" 3

ROOF 1C & 1D PLAN

ROOF 2 PLAN

1/32"=1'-0"

CAD no.

11.06.25 drawing prepared by project no.

project drawing no.

approved by drawn by scale date drawing title descriptiondatemark

R E V I S I O N S

DAS-CTC-688

professional seal

1/8" =1'-0"

RN1.02

ROOF 2 ROOF NAV PLANS

ROOF 2B PLAN

1/8"=1'-0"

ROOF 2A PLAN

ROOF 3 PLAN

1/32"=1'-0"

CAD no.

11.06.25 project no.

project drawing no.

approved by drawn by scale date drawing title descriptiondatemark

R E V I S I O N S

DAS-CTC-688

professional seal

1/8" =1'-0"

RN1.03

ROOF 3 ROOF NAV PLANS

ROOF 3B PLAN

1/8"=1'-0"

ROOF 3A PLAN

drawing prepared by

ROOF 4 PLAN

1/32"=1'-0"

CAD no.

11.06.25 drawing prepared by project no.

project drawing no.

approved by drawn by scale date drawing title descriptiondatemark

R E V I S I O N S

DAS-CTC-688

professional seal

1/8"= 1'-0"

RN1.04

ROOF 4 ROOF NAV PLANS

ROOF 4A PLAN

1/8"=1'-0"

ROOF 4B PLAN

GENERAL NOTES - PLUMBING

PIPING SYSTEM SPECIFIC NOTES:

1. SUPPORT PIPING FROM STRUCTURE. PROVIDE CLAMPS, OFFSETS, EXPANSION JOINTS,

ANCHORS AND GUIDES AS NECESSARY TO PREVENT STRESS ON PIPING.

2. PROVIDE ACCESSIBLE CLEANOUTS.

3. PLUMBING PIPING AND DRAINS SHALL BE PROTECTED FROM DEBRIS AND KEPT CLEAR OF

BLOCKAGE DURING CONSTRUCTION.

4. PROVIDE OFFSETS IN PIPING AROUND OBSTRUCTIONS.

GENERAL

1. GENERAL NOTES, SYMBOLS AND DETAILS ARE APPLICABLE TO DRAWINGS WITHIN DIVISION

22.

2. DRAWINGS ARE DIAGRAMMATIC AND ARE INTENDED TO INDICATE CAPACITY, SIZE,

APPROXIMATE LOCATION AND GENERAL ARRANGEMENT. DETERMINE LOCATIONS OF

SYSTEMS AND COMPONENTS IN FIELD.

3. COORDINATE CONCRETE PADS AND STEEL PLATFORMS REQUIRED FOR PLUMBING WORK.

4. COORDINATE ROOF AND WALL PENETRATIONS WITH WORK OF OTHER SECTIONS AND WITH

FLASHING REQUIREMENTS. COORDINATE SLAB PENETRATIONS WITH WORK OF OTHER

SECTIONS.

5. RUN PIPING CONCEALED, UNLESS SPECIFIED OTHERWISE, AND CLEAR OF CEILING INSERTS.

6. COORDINATE WORK OF THIS SECTION WITH THAT OF OTHER SECTIONS AND WITH ALL

TRADES INVOLVED.

7. PLUMBING WORK SHALL BE DONE IN ACCORDANCE WITH THE STATE PLUMBING CODE.

COORDINATE WITH THE INSPECTOR FOR ALL PLUMBING INSPECTIONS.

8. IN THE EVENT THAT THERE ARE DISCREPANCIES BETWEEN PIPE SIZES SHOWN ON THE

PLANS, DETAILS AND DIAGRAMS, THE LARGER PIPE SIZE SHALL BE PROVIDED.

GAS NOTES:

1. OBTAIN APPLICABLE PERMITS FOR THE WORK.

FIRESTOPPING NOTES:

1. PROVIDE FIRE STOPPING AND SMOKE BARRIER SEALING OF PENETRATIONS THROUGH FIRE

WALLS OR SMOKE BARRIERS INCLUDING BOTH EMPTY OPENINGS AND OPENINGS

CONTAINING CABLES, PIPES, DUCTS, CONDUITS AND OTHER PENETRATING ITEMS. REFER TO

ARCHITECTURAL FLOOR PLANS AND CODE SHEETS FOR WALL RATINGS. REFER TO

SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

VALVE AND SYMBOL LEGEND

SYMBOL DESCRIPTION

THREE WAY AUTOMATIC CONTROL VALVE, MODULATING ACTUATOR

AUTOMATIC CONTROL VALVE, MODULATING ACTUATOR

THREE WAY AUTOMATIC CONTROL VALVE, TWO POSITION ACTUATOR

AUTOMATIC CONTROL VALVE, TWO POSITION ACTUATOR

BALL VALVE WITH HOSE BIBB, CAP & CHAIN (DRAIN VALVES)

COMBINATION SHUT OFF/BALANCING VALVE (CIRCUIT SETTER)

THERMOMETER

PRESSURE GAUGE

SAFETY RELIEF VALVE

SOLENOID VALVE

CHECK VALVE

PRESSURE REDUCING VALVE

GLOBE VALVE

BUTTERFLY VALVE

PLUG VALVE

GATE VALVE

BALL VALVE

S

OS&Y VALVE

DOUBLE CHECK VALVE ASSEMBLY

REDUCED PRESSURE BACKFLOW

PREVENTER ASSEMBLY AND DRAIN

GATE VALVE IN ROAD CURB BOX

BACKWATER VALVE

PUMP

WATER METER

FLOOR DRAIN / FLOOR SINK / AREA

DRAIN WITH PIPE TRAP

ROOF / OVERFLOW DRAIN

TRAP PRIMER

GAS METER

WATER HAMMER ARRESTOR

VENT THRU ROOF

GM

TP

M

ADA ACCESSIBLE FIXTURE

Y-PATTERN STRAINER

PIPING LEGEND

SYMBOL DESCRIPTION

PIPE RISE

PIPE DROP

PIPE TEE TOWARDS (UP IN PLAN)

PIPE TEE AWAY (DOWN IN PLAN)

PIPE DROP AND RUN

DIRECTION OF FLOW

CO

DIRT LEG

CLEANOUT

UNION OR FLANGE

BLIND FLANGE

END CAP

REDUCER (ECCENTRIC)

REDUCER (CONCENTRIC)

COLD WATER

HOT WATER (110°F)

HOT WATER RECIRCULATION (110°F)

HOT WATER (120°F)

SANITARY DRAIN/WASTE ABOVE FLOOR

SANITARY DRAIN/WASTE BELOW FLOOR

VENT

STORM ABOVE FLOOR (PRIMARY)

STORM BURIED (PRIMARY)

STORM ABOVE FLOOR (SECONDARY)

NATURAL GAS

120°F HW

HOT WATER RECIRCULATION (120°F)

SAN

SAN

GREASE WASTE

GREASE WASTE BELOW FLOOR

TEPID WATER (85°F)

FORCE MAIN ABOVE FLOOR

FORCE MAIN BELOW FLOOR

V

ST

ST

SST

G

GW

GW

T

FM

FM

PIPE TRAP

HOT WATER (140°F)

HOT WATER RECIRCULATION (140°F)

120°F HWR

140°F HW

140°F HWR

110°F HW

110°F HWR

CW

NATURAL GASNG

GREASE VENTGV

PROPANEP

OIL WASTEOW

DEMOLITION NOTES - PLUMBING

1. THE PLUMBING CONTRACTOR SHALL REMOVE ALL ROOF DRAINS AND OVERFLOW DRAINS

PIPING AS SHOWN OR INDICATED ON THE DRAWINGS.

2. NO EQUIPMENT OR DEVICES THAT HAVE BEEN DISCONNECTED AND OR ABANDONED SHALL

REMAIN.

3. ALL EXISTING PIPING AND EQUIPMENT SHOWN HAS BEEN TAKEN FROM THE BEST

AVAILABLE EXISTING INFORMATION. THE DRAWINGS ARE DIAGRAMMATIC AND ALL

FIXTURES, PIPING, AND DEVICES MAY NOT BE SHOWN. THE INTENT OF THESE DRAWINGS IS

THAT IN ALL AREAS OF RENOVATION THAT THEY ARE REMOVED, WHETHER OR NOT

SHOWN (UNLESS INDICATED TO REMAIN).

4. THE PLUMBING CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH THE

EXISTING SYSTEMS AND CONDITIONS IN AREAS OF RENOVATION.

5. THE PLUMBING CONTRACTOR SHALL COORDINATE WITH THE OWNER, CM, AND OR

GENERAL CONTRACTOR ANY AND ALL PHASING OF THE PLUMBING DEMOLITION WORK IN

ORDER TO SATISFY THE CONSTRUCTION SCHEDULE AND OWNERS OCCUPANCY

REQUIREMENTS.

6. THE PLUMBING CONTRACTOR SHALL ALSO REVIEW THE ARCHITECTURAL DEMOLITON

DRAWINGS AS PART OF THIS CONTRACT FOR ADDITIONAL INFORMATION AND

REQUIREMENTS.

7. ALL SERVICE INTERUPTIONS SHALL BE COORDINATED AND APPROVED WITH THE OWNER A

MINIMUM OF 5 DAYS IN ADVANCE PRIOR TO COMMENCEMENT OF ANY WORK.

8. THE PLUMBING CONTRACTOR SHALL COORDINATE THEIR DEMOLITION WORK WITH THAT

OF OTHER TRADES IN ORDER TO AVOID CONFLICTS.

EQUIPMENT ABBREVIATIONS

BOTTLE FILLER

BACKFLOW PREVENTER

CLEANOUT TEE

EMERGENCY SHOWER

EXPANSION TANK

FLOOR CLEANOUT

GREASE INTERCEPTOR

HAND SINK

WALL HYDRANT

LAVATORY

LAUNDRY TUB

MOP BASIN

PUMP

SINK

SEWAGE EJECTOR PUMP

SHOWER VALVE

SUMP PUMP

TRENCH DRAIN

TRAP PRIMER

TEMPERING VALVE

URINAL

VENT CAP

WATER CLOSET

WALL CLEANOUT

WATER HEATER

WATER HAMMER ARRESTOR

WALL HYDRANT

YARD HYDRANT

BF

BFP

COT

ES

ET

FCO

GI

HS

HY

L

LT

MB

P S

SEP

SH

SP

TD

TP

TV

U

VC

WC

WCO

WH

WHA

WHYD

YH

GENERAL ABBREVIATIONS

ACCESS DOOR

ADJUSTABLE

ABOVE FINISHED FLOOR

ALTERNATE

AUTHORITY HAVING JURISDICTION

ACCESS PANEL

ACID VENT

ACID VENT THRU ROOF

ACID WASTE

BUILDING AUTOMATION SYSTEM

BRITISH THERMAL UNIT

BTU / HOUR

BOTTOM OF PIPE

CONDENSATE DRAIN

CUBIC FEET PER HOUR

CAST IRON

CLEANOUT

COLD WATER

DIAMETER

DOWN

DOWN SPOUT NOZZLE

DIRECT WASTE

ELECTRICAL

EXPANSION TANK

EMERGENCY EYEWASH/SHOWER

DEGREES FAHRENHEIT

FLOOR CLEANOUT

FINISHED FLOOR ELEVATION

FINISHED GRADE CLEANOUT

FULL LOAD AMPS

FLOOR DRAIN

FLOOR SINK

FEET

FEET HEAD

GAS

GALLONS

GALLONS PER HOUR

GALLONS PER MINUTE

GAS SOLENOID VALVE

GREASE WASTE

GAS VENT

HOSE BIB

HOT WATER

HEAD

HORSEPOWER

HERTZ

HOT WATER RECIRCULATION

INTERCEPTOR

INVERT ELEVATION

INDIRECT WASTE

KILOWATT

LAVATORY

MAXIMUM

MECHANICAL

THOUSAND BTU PER HOUR

MINIMUM CIRCUIT AMPACITY

MINIMUM

NOT IN CONTRACT

NATURAL GAS

NOT TO SCALE

OVERFLOW DRAIN

OIL WASTE

PUMPED CONDENSATE DRAIN

PLUMBING

POUNDS PER SQUARE INCH GAUGE

QUANTITY

ROOF DRAIN

REDUCED PRESSURE BACKFLOW PREVENTER

ROOFTOP UNIT

SANITARY

SQUARE FEET

SOIL STACK

STORM

SECONDARY STORM

TEMPERATURE

TEMPERED WATER

TYPICAL

VENT

VENT STACK

VENT THRU ROOF

WASTE

WASTE STACK

WASTE AND VENT

AD

ADJ

AFF

ALT

AHJ

AP

AV

AVTR

AW

BAS

BTU

BTUH

BOP

CD

CFH

CI

CO

CW

DIA

DN

DSN

DW

ELEC

ET

EWS

°F

FCO

FFE

FGCO

FLA

FLD

FS

FT

FT WG

G

GALL

GPH

GPM

GSV

GW

GV

HB

HW

HD

HP

HZ

HWR

INT

INV ELEV

IW

KW

LAV

MAX

MECH

MBH

MCA

MIN

NIC

NG

NTS

OD

OW

PCD

PLBG

PSIG

QTY

RD

RPBP

RTU

SAN

SQFT / SF

SS

ST

SST

TEMP

TW

TYP

V

VS

VTR

W

WS

W&V

REMARKS

REMARKS:

1. UNLESS OTHERWISE INDICATED, SHALL BE FULL SIZE OF PIPE SERVED. REFER TO FLOOR PLANS FOR SIZES.

DESCRIPTION

MANUFACTURER/

MODEL NUMBER

SYMBOL

COMPONENTS AND

ACCESSORIES

MOUNTING

HEIGHT

PLUMBING SPECIALTIES SCHEDULE

UNDERDECK CLAMP,

VANDAL PROOF

DOME, SUMP

RECEIVER,

EXTENSION SLEEVE

FOR ROOF

INSULATION

RD-1 JR SMITH

MODEL #

ROOF DRAIN:

CAST IRON BODY,

FLASHING CLAMP,

GRAVEL STOP, CAST

IRON DOME

#1-

VANDAL PROOF

SCREWS

SD-1 JR SMITH

MODEL #

1520T

SCUPPER DRAIN:

CAST IRON BODY,

FLASHING CLAMP,

SECURED SET GRATE

#1-

DEMOLITION NOTES - MECHANICAL

DEMOLITION NOTES

1. SITE VISIT: THIS PROJECT INVOLVES CONSTRUCTION INSIDE AN EXISTING STRUCTURE.

BEFORE SUBMITTING BID, VISIT AND CAREFULLY EXAMINE SITE TO IDENTIFY EXISTING

CONDITIONS AND DIFFICULTIES THAT WILL AFFECT WORK OF THIS SECTION. NO EXTRA

PAYMENT WILL BE ALLOWED FOR ADDITIONAL WORK CAUSED BY UNFAMILIARITY WITH

SITE CONDITIONS THAT ARE VISIBLE OR READILY CONSTRUED BY EXPERIENCED

OBSERVER.

2. PREPARATORY WORK: BEFORE STARTING WORK IN A PARTICULAR AREA OF THE

PROJECT, VISIT SITE AND EXAMINE CONDITIONS UNDER WHICH WORK MUST BE

PERFORMED INCLUDING PREPARATORY WORK DONE UNDER OTHER SECTIONS OR

CONTRACTS BY OWNER. REPORT CONDITIONS THAT MIGHT AFFECT WORK ADVERSELY IN

WRITING TO ARCHITECT AND OWNER. DO NOT PROCEED WITH WORK UNTIL DEFECTS

HAVE BEEN CORRECTED AND CONDITIONS ARE SATISFACTORY. COMMENCEMENT OF

WORK SHALL BE CONSTRUED AS COMPLETE ACCEPTANCE OF EXISTING CONDITIONS AND

PREPARATORY WORK.

3. PHASING: DEMOLITION WORK SHALL COMPLY WITH THE PHASING REQUIREMENTS OF THE

PROJECT AND BE COORDINATED WITH THE OWNER, ARCHITECT, CM AND ENGINEER. NO

REMOVALS SHALL BE IMPLEMENTED WITHOUT A THOROUGH UNDERSTANDING OF THE

PHASING REQUIREMENTS.

4. ABANDONING OF DUCTWORK, PIPING OR EQUIPMENT IN PLACE WITHIN SCOPE AREA IS

PROHIBITED.

5. PROVIDE 2 WEEKS NOTICE TO OWNER FOR SHUT DOWN OF ANY SERVICES AND/OR

SYSTEMS.

6. COORDINATE EXISTING EQUIPMENT AND MATERIALS THAT SHALL REMAIN THE PROPERTY

OF THE OWNER. ITEMS OF VALUE WHICH ARE NOT DIRECTED TO BE RETURNED TO THE

OWNER, SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED

FROM SITE AND LEGALLY DISPOSED OF. STORAGE OR SALE OF ITEMS ON THE PROJECT

SITE IS PROHIBITED.

7. PROTECTION: ENSURE THE SAFE PASSAGE OF PERSONS IN AND AROUND THE BUILDING

DURING DEMOLITION. PREVENT INJURY TO PERSONS AND DAMAGE TO PROPERTY.

PROVIDE ADEQUATE SHORING AND BRACING TO PREVENT COLLAPSE. IMMEDIATELY

REPAIR DAMAGED PROPERTY TO THE CONDITION BEFORE BEING DAMAGED. TAKE

EFFECTIVE MEASURES TO PREVENT WINDBLOWN DUST.

8. UTILITIES: MAINTAIN ALL UTILITIES EXCEPT THOSE REQUIRING REMOVAL OR RELOCATION.

KEEP UTILITIES IN SERVICE AND PROTECT FROM DAMAGE. DO NOT INTERRUPT UTILITIES

SERVING OCCUPIED AREAS WITHOUT FIRST OBTAINING PERMISSION FROM THE OWNER IN

WRITING. PROVIDE TEMPORARY SERVICES AS REQUIRED.

9. INFORMATION CONTAINED ON THESE DRAWINGS WAS OBTAINED FROM ARCHIVED

DRAWINGS AND SITE VISITS. DRAWINGS ARE DIAGRAMMATIC ONLY AND REFLECT OVERALL

SYSTEM REMOVAL. NOT EVERY ITEM OR COMPONENT OF A SYSTEM IS SHOWN. PROVIDE

COMPLETE REMOVAL OF ASSOCIATED ANCILLARY PIPES, HANGERS, VALVES AND

ACCESSORIES SERVING SYSTEM SHOWN.

10. DEMOLITION WORK SHALL COMPLY WITH OSHA, EPA AND APPLICABLE STATE AND LOCAL

CODES. COMPLY WITH HAULING AND DISPOSAL REGULATIONS.

11. REFER TO SPECIFICATIONS FOR ADDITIONAL DEMOLITION REQUIREMENTS AND

PROCEDURES.

GENERAL NOTES - MECHANICAL

1. GENERAL NOTES, SYMBOLS, AND DETAILS ARE APPLICABLE TO DRAWINGS WITHIN DIVISION 23.

2. PROVIDE ALL MATERIALS AND EQUIPMENT AND PERFORM ALL LABOR REQUIRED TO INSTALL

COMPLETE AND OPERABLE MECHANICAL SYSTEMS AS INDICATED ON THE DRAWINGS, AS

SPECIFIED, AND AS REQUIRED BY CODES.

3. DRAWINGS ARE DIAGRAMMATIC AND ARE INTENDED TO INDICATE CAPACITY, SIZE,

APPROXIMATE LOCATION AND GENERAL ARRANGEMENT. COORDINATE LOCATIONS OF

SYSTEMS AND COMPONENTS.

4. COORDINATE ROOF AND WALL PENETRATIONS WITH WORK OF OTHER SECTIONS AND WITH

FLASHING REQUIREMENTS.

5. RUN DUCTS CONCEALED UNLESS SPECIFIED OTHERWISE NOTED.

6. COORDINATE WORK OF THIS SECTION WITH THAT OF OTHER SECTIONS AND WITH ALL

TRADES INVOLVED. PROVIDE OFFSETS IN PIPING AND DUCTS (INCLUDING DIVIDED DUCTS)

AND TRANSITIONS AROUND OBSTRUCTIONS.

7. ROOF CURB AND RAIL HEIGHTS INDICATED ARE THE DIMENSIONS BETWEEN THE ROOF

SURFACE AND THE TOPS OF THE CURBS AND RAILS. WHERE THE ROOF IS PITCHED,

CONSTRUCT CURBS AND RAILS SUCH THAT THE BOTTOM PITCHES WITH THE ROOF AND THE

TOP IS LEVEL.

8. VERIFY EQUIPMENT CONNECTIONS WITH MANUFACTURER'S DRAWINGS. VERIFY AND

PROVIDE FITTINGS TO TRANSITION TO FURNISHED EQUIPMENT. FIELD VERIFY AND

COORDINATE DIMENSIONS BEFORE FABRICATION.

9. MISCELLANEOUS STEEL REQUIRED TO ENSURE PROPER INSTALLATION AND, AS SHOWN IN

THE DETAILS FOR PIPING, DUCTWORK, AND EQUIPMENT, SHALL BE FURNISHED BY THE

MECHANICAL CONTRACTOR.

ELECTRICAL GENERAL NOTES

1. DEVICES SHALL BE LABELED WITH SOURCE PANEL AND CIRCUIT NUMBER(S).

2. ELECTRICAL WORK SHALL BE SUPPORTED FROM THE BUILDING STRUCTURE (OTHER THAN

ROOF DECK).

3. THE ELECTRICAL CONTRACTOR SHALL PERFORM CORES REQUIRED FOR ELECTRICAL WORK.

ELECTRICAL DEMOLITION NOTES

1. EXISTING ELECTRICAL DEVICES IN REGIONS OF DEMOLITION SHALL BE EXISTING TO REMAIN

UNLESS NOTED OTHERWISE. INCLUDING BUT NOT LIMITED TO PANELBOARDS, RECEPTACLES,

LIGHT FIXTURES, LIGHTING CONTROLS, TRANSFORMERS, TELECOMMUNICATION DEVICES,

FIRE ALARM DEVICES, SECURITY DEVICES, AND MECHANICAL EQUIPMENT CONNECTIONS.

2. DEMOLITION PLANS ARE DIAGRAMMATIC AND NOT INTENDED TO DEPICT THE ENTIRE SCOPE

OF ELECTRICAL DEMOLITION. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF EXISTING

DEVICES. ADDITIONAL DEMOLITION AND MODIFICATION WORK NOT SHOWN SHOULD BE

ANTICIPATED.

3. PRIOR TO SUBMITTING BID, VISIT SITE AND IDENTIFY EXISTING CONDITIONS AND DIFFICULTIES

THAT WILL AFFECT WORK TO BE PERFORMED. NO COMPENSATION WILL BE GRANTED FOR

ADDITIONAL WORK CAUSED BY UNFAMILIARITY WITH SITE CONDITIONS THAT ARE VISIBLE OR

READILY IDENTIFIED BY EXPERIENCED OBSERVERS. INCLUDE IN THE BID ALL DEMOLITION

WORK REQUIRED.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR STORAGE AND HANDLING OF EXISTING TO BE

RELOCATED EQUIPMENT AND DEVICES.

DRAWING NO.

DATE:

STATE PROJECT NO:

DRAWN:

CHECKED:

STATE OF CONNECTICUT

DEPARTMENT OF ADMINISTRATIVE SERVICES

AS NOTED

professional seal

DRAWING TITLE:

PROJECT:

SCALE:

DRAWING PREPARED BY:

CES PROJECT NO:

2025080

CES #2025080.00

09/12/2025

DAS-CTC-688

KWC

EJR

MEP0.00

MEP ABBREVIATIONS, NOTES AND

SYMBOLS

NAUGATUCK VALLEY - CORE BUILDING

SMALL ROOF REPLACEMENT

750 CHASE PARKWAY

WATERBURY, CT

REVISIONS

NO. DATE DESCRIPTION

11/06/2025

REFER TO

2/MEPD1.01

REFER TO

4/MEPD1.01

REFER TO

3/MEPD1.01

PD1

PD1

PD3PD3

MD2

MD2ED2

ED2

PD1

PD1

PD1

PD1

PD1

PD2 MD1

MD2

ED1

ED2

PD1

PD1

PD1

PD1PD1PD1PD1

DRAWING NO.

DATE:

STATE PROJECT NO:

DRAWN:

CHECKED:

STATE OF CONNECTICUT

DEPARTMENT OF ADMINISTRATIVE SERVICES

AS NOTED

professional seal

DRAWING TITLE:

PROJECT:

SCALE:

DRAWING PREPARED BY:

CES PROJECT NO:

2025080

CES #2025080.00

09/12/2025

DAS-CTC-688

KWC

EJR

MEPD1.01

MEP ROOF 1 DEMO PLANS

NAUGATUCK VALLEY - CORE BUILDING

SMALL ROOF REPLACEMENT

750 CHASE PARKWAY

WATERBURY, CT

1/32" = 1'-0"

KEYPLAN MEP ROOF 1 - DEMO

1/8" = 1'-0"

MEP ROOF 1A DEMO PLAN

1/8" = 1'-0"

MEP ROOF 1C & 1D DEMO PLAN

1/8" = 1'-0"

MEP ROOF 1B DEMO PLAN

KEYNOTES - MECHANICAL DEMOLITION

Key Value Keynote Text

MD1 EXISTING ROOF MOUNTED EXHAUST FAN, CONTROL WIRING & ASSOCIATED ROOF CURB SHALL BE DISCONNECTED & TEMPORARILY REMOVED TO ACCOMMODATE NEW ROOF WORK; COORDINATE WITH THE

ELECTRICAL CONTRACTOR FOR POWER AND CONTROL WIRE DISCONNECTION.

MD2 EXISTING ROOF MOUNTED VENTILATOR, CONTROL WIRING & ASSOCIATED ROOF CURB SHALL BE DISCONNECTED & TEMPORARILY REMOVED TO ACCOMMODATE NEW ROOF WORK; COORDINATE WITH THE

ELECTRICAL CONTRACTOR FOR POWER AND CONTROL WIRING DISCONNECTION.

KEYNOTES - ELECTRICAL DEMOLITION

Key Value Keynote Text

ED1 DISCONNECT AND MAKE SAFE EXISTING WIRING FOR EXISTING MECHANICAL EQUIPMENT CONNECTION.

EXHAUST FAN AND ASSOCIATED DAMPER SHALL BE TEMPORARILY REMOVED TO ACCOMODATE NEW ROOF

WORK. PROTECT WIRING AND RACEWAY IN PLACE DURING DEMOLITION.

ED2 DISCONNECT AND MAKE SAFE EXISTING WIRING FOR EXISTING MECHANICAL EQUIPMENT CONNECTION.

VENTILATOR AND ASSOCIATED DAMPER SHALL BE TEMPORARILY REMOVED TO ACCOMODATE NEW ROOF WORK.

PROTECT ALL WIRING AND RACEWAYS IN PLACE DURING DEMOLITION.

KEYNOTES - PLUMBING DEMOLITION

Key Value Keynote Text

PD1 EXISTING ROOF DRAIN SHALL BE DISCONNECTED FROM STORM PIPING AND REMOVED IN ITS ENTIRETY.

MAINTAIN EXISTING STORM PIPING FOR RECONNECTION TO NEW ROOF DRAIN.

PD2 EXISTING 4" PLUMBING VENTS THROUGH ROOF SHALL BE DISCONNECTED FOR EXTENSION DURING ROOF

REPLACEMENT. MAINTAIN EXISTING VENT PIPING FOR RECONNECTION AND EXTENSION.

PD3 EXISTING SCUPPER DRAIN SHALL BE REMOVED IN ITS ENTIRETY.

REVISIONS

3/MEPD1.02

REFER TO

2/MEPD1.02

PD1

PD3

PD1PD1

PD3PD3

DRAWING NO.

DATE:

STATE PROJECT NO:

DRAWN:

CHECKED:

STATE OF CONNECTICUT

DEPARTMENT OF ADMINISTRATIVE SERVICES

AS NOTED

professional seal

DRAWING TITLE:

PROJECT:

SCALE:

DRAWING PREPARED BY:

CES PROJECT NO:

2025080

CES #2025080.00

09/12/2025

DAS-CTC-688

KWC

EJR

MEPD1.02

MEP ROOF 2 DEMO PLANS

NAUGATUCK VALLEY - CORE BUILDING

SMALL ROOF REPLACEMENT

750 CHASE PARKWAY

WATERBURY, CT

1/32" = 1'-0"

KEYPLAN MEP ROOF 2 - DEMO

1/8" = 1'-0"

MEP ROOF 2B DEMO PLAN

1/8" = 1'-0"

MEP ROOF 2A DEMO PLAN

KEYNOTES - PLUMBING DEMOLITION

Key Value Keynote Text

PD1 EXISTING ROOF DRAIN SHALL BE DISCONNECTED FROM STORM PIPING AND REMOVED IN ITS ENTIRETY.

MAINTAIN EXISTING STORM PIPING FOR RECONNECTION TO NEW ROOF DRAIN.

PD3 EXISTING SCUPPER DRAIN SHALL BE REMOVED IN ITS ENTIRETY.

REVISIONS

2/MEPD1.03

REFER TO

2/MEPD1.03

PD1

PD1

DRAWING NO.

DATE:

STATE PROJECT NO:

DRAWN:

CHECKED:

STATE OF CONNECTICUT

DEPARTMENT OF ADMINISTRATIVE SERVICES

AS NOTED

professional seal

DRAWING TITLE:

PROJECT:

SCALE:

DRAWING PREPARED BY:

CES PROJECT NO:

2025080

CES #2025080.00

09/12/2025

DAS-CTC-688

KWC

EJR

MEPD1.03

MEP ROOF 3 DEMO PLANS

NAUGATUCK VALLEY - CORE BUILDING

SMALL ROOF REPLACEMENT

750 CHASE PARKWAY

WATERBURY, CT

1/32" = 1'-0"

KEYPLAN MEP ROOF 3 - DEMO

1/8" = 1'-0"

MEP ROOF 3A DEMO PLAN

1/8" = 1'-0"

MEP ROOF 3B DEMO PLAN

KEYNOTES - PLUMBING DEMOLITION

Key Value Keynote Text

PD1 EXISTING ROOF DRAIN SHALL BE DISCONNECTED FROM STORM PIPING AND REMOVED IN ITS ENTIRETY.

MAINTAIN EXISTING STORM PIPING FOR RECONNECTION TO NEW ROOF DRAIN.

REVISIONS

2/MEPD1.04

REFER TO

3/MEPD1.04

PD1

PD1

PD1

PD1

PD1

PD1

MD3

ED3

PD1

PD1

DRAWING NO.

DATE:

STATE PROJECT NO:

DRAWN:

CHECKED:

STATE OF CONNECTICUT

DEPARTMENT OF ADMINISTRATIVE SERVICES

AS NOTED

professional seal

DRAWING TITLE:

PROJECT:

SCALE:

DRAWING PREPARED BY:

CES PROJECT NO:

2025080

CES #2025080.00

09/12/2025

DAS-CTC-688

KWC

EJR

MEPD1.04

MEP ROOF 4 DEMO PLANS

NAUGATUCK VALLEY - CORE BUILDING

SMALL ROOF REPLACEMENT

750 CHASE PARKWAY

WATERBURY, CT

1/32" = 1'-0"

KEYPLAN MEP ROOF 4 - DEMO

1/8" = 1'-0"

MEP ROOF 4A DEMO PLAN

KEYNOTES - MECHANICAL DEMOLITION

Key Value Keynote Text

MD3 EXISTING DUST COLLECTOR EXHAUST PENETRATION & ASSOCIATED ROOF CURB SHALL BE DISCONNECTED &

TEMPORARILY REMOVED TO ACCOMMODATE NEW ROOF WORK; COORDINATE WITH THE ELECTRICAL

CONTRACTOR FOR POWER AND CONTROL WIRE DISCONNECTION.

KEYNOTES - ELECTRICAL DEMOLITION

Key Value Keynote Text

ED3 DISCONNECT AND MAKE SAFE EXISTING WIRING FOR EXISTING MECHANICAL EQUIPMENT CONNECTION. DUST COLLECTOR EXHAUST SHALL BE TEMPORARILY REMOVED TO ACCOMODATE NEW ROOF WORK. PROTECT

WIRING AND RACEWAY IN PLACE DURING DEMOLITION.

KEYNOTES - PLUMBING DEMOLITION

Key Value Keynote Text

PD1 EXISTING ROOF DRAIN SHALL BE DISCONNECTED FROM STORM PIPING AND REMOVED IN ITS ENTIRETY.

MAINTAIN EXISTING STORM PIPING FOR RECONNECTION TO NEW ROOF DRAIN.

1/8" = 1'-0"

MEP ROOF 4B DEMO PLAN

REVISIONS

2/MEP1.01

REFER TO

4/MEP1.01

REFER TO

3/MEP1.01

RD-1

RD-1

SD-1 SD-1

M2 M2

E1 E1

P2

P2

P3 P3

RD-1

RD-1

RD-1

RD-1 RD-1 RD-1 RD-1

P2

P2

P2

P2 P2P2P2

RD-1

RD-1 RD-1

RD-1

RD-1

P1

M2

M1

E1

E1

P2 P2

P2

P2

P2

DRAWING NO.

DATE:

STATE PROJECT NO:

DRAWN:

CHECKED:

STATE OF CONNECTICUT

DEPARTMENT OF ADMINISTRATIVE SERVICES

AS NOTED

professional seal

DRAWING TITLE:

PROJECT:

SCALE:

DRAWING PREPARED BY:

CES PROJECT NO:

2025080

CES #2025080.00

09/12/2025

DAS-CTC-688

KWC

EJR

MEP1.01

MEP ROOF 1 PLANS

NAUGATUCK VALLEY - CORE BUILDING

SMALL ROOF REPLACEMENT

750 CHASE PARKWAY

WATERBURY, CT

1/32" = 1'-0"

KEYPLAN MEP ROOF 1

1/8" = 1'-0"

MEP ROOF 1A PLAN

1/8" = 1'-0"

MEP ROOF 1B PLAN

1/8" = 1'-0"

MEP ROOF 1C & 1D PLAN

KEYNOTES - PLUMBING

Key Value Keynote Text

P1 EXTENDED EXISTING PLUMBING VENTS THROUGH ROOF SHALL BE CONNECTED TO THE EXISTING VENT PIPING

BELOW ROOF AND EXTEND A MINIMUM OF 18" ABOVE THE FINISHED ROOF.

P2 EXTENDED EXISTING STORM PIPING TO NEW ROOF DRAIN TO FINISHED ROOF ELEVATION. INSTALL NEW ROOF

DRAIN AND INSTALL NEW PIPE AND ROOF DRAIN BODY INSULATION TO RECONNECTION POINT.

P3 REPLACE SCUPPER DRAIN TO MATCH NEW ROOF.

KEYNOTES - ELECTRICAL POWER

Key Value Keynote Text

E1 RECONNECT WIRING TO EXISTING MECHANICAL EQUIPMENT, DAMPERS, AND CONTROLS REPLACED IN SAME LOCATION AFTER NEW ROOF WORK HAS BEEN COMPLETED. EXTEND EXISTING WIRING AND CONDUIT FOR

RECONNECTION OF EQUIPMENT AS REQUIRED.

KEYNOTES - MECHANICAL DUCTWORK

Key Value Keynote Text

M1 FURNISH & INSTALL NEW ROOF CURB FOR EXISTING ROOF MOUNTED EXHAUST FAN; NEW ROOF CURB SHALL BE COMPATIBLE WITH THE FAN'S MANUFACTURER; FIELD VERIFY REQUIRED HEIGHT FOR NEW ROOF CURB ALLOWING FOR NEW INSULATION & MEMBRANE ETC.; RECONNECT FAN, EXHAUST AIR DUCTWORK, DAMPERS &

CONTROLS.

M2 FURNISH & INSTALL NEW ROOF CURB FOR EXISTING ROOF MOUNTED VENTILATOR; NEW ROOF CURB SHALL BE COMPATIBLE WITH THE VENTILATOR MANUFACTURER; FIELD VERIFY REQUIRED HEIGHT FOR NEW ROOF CURB ALLOWING FOR NEW INSULATION & MEMBRANE ETC.; RECONNECT VENTILATOR, DUCTWORK, DAMPERS &

CONTROLS.

REVISIONS

3/MEP1.02

REFER TO

2/MEP1.02

RD-1 RD-1

SD-1 SD-1

P2 P2

P3 P3

RD-1

SD-1

P2

P3

DRAWING NO.

DATE:

STATE PROJECT NO:

DRAWN:

CHECKED:

STATE OF CONNECTICUT

DEPARTMENT OF ADMINISTRATIVE SERVICES

AS NOTED

professional seal

DRAWING TITLE:

PROJECT:

SCALE:

DRAWING PREPARED BY:

CES PROJECT NO:

2025080

CES #2025080.00

09/12/2025

DAS-CTC-688

KWC

EJR

MEP1.02

MEP ROOF 2 PLANS

NAUGATUCK VALLEY - CORE BUILDING

SMALL ROOF REPLACEMENT

750 CHASE PARKWAY

WATERBURY, CT

1/32" = 1'-0"

KEYPLAN MEP ROOF 2

1/8" = 1'-0"

MEP ROOF 2A PLAN

1/8" = 1'-0"

MEP ROOF 2B PLAN

REVISIONS

NO. DATE DESCRIPTION

KEYNOTES - PLUMBING

Key Value Keynote Text

P2 EXTENDED EXISTING STORM PIPING TO NEW ROOF DRAIN TO FINISHED ROOF ELEVATION. INSTALL NEW ROOF

DRAIN AND INSTALL NEW PIPE AND ROOF DRAIN BODY INSULATION TO RECONNECTION POINT.

P3 REPLACE SCUPPER DRAIN TO MATCH NEW ROOF.

3/MEP1.03

REFER TO

2/MEP1.03

RD-1

P2

RD-1

P2

DRAWING NO.

DATE:

STATE PROJECT NO:

DRAWN:

CHECKED:

STATE OF CONNECTICUT

DEPARTMENT OF ADMINISTRATIVE SERVICES

AS NOTED

professional seal

DRAWING TITLE:

PROJECT:

SCALE:

DRAWING PREPARED BY:

CES PROJECT NO:

2025080

CES #2025080.00

09/12/2025

DAS-CTC-688

KWC

EJR

MEP1.03

MEP ROOF 3 PLANS

NAUGATUCK VALLEY - CORE BUILDING

SMALL ROOF REPLACEMENT

750 CHASE PARKWAY

WATERBURY, CT

1/32" = 1'-0"

KEYPLAN MEP ROOF 3

1/8" = 1'-0"

MEP ROOF 3A PLAN

1/8" = 1'-0"

MEP ROOF 3B PLAN

REVISIONS

NO. DATE DESCRIPTION

KEYNOTES - PLUMBING

Key Value Keynote Text

P2 EXTENDED EXISTING STORM PIPING TO NEW ROOF DRAIN TO FINISHED ROOF ELEVATION. INSTALL NEW ROOF

DRAIN AND INSTALL NEW PIPE AND ROOF DRAIN BODY INSULATION TO RECONNECTION POINT.

2/MEP1.04

REFER TO

3/MEP1.04

RD-1

RD-1

RD-1

RD-1

RD-1

RD-1

M3

E1

P2 P2

P2

P2

P2

P2

RD-1

RD-1

P2

P2

DRAWING NO.

DATE:

STATE PROJECT NO:

DRAWN:

CHECKED:

STATE OF CONNECTICUT

DEPARTMENT OF ADMINISTRATIVE SERVICES

AS NOTED

professional seal

DRAWING TITLE:

PROJECT:

SCALE:

DRAWING PREPARED BY:

CES PROJECT NO:

2025080

CES #2025080.00

09/12/2025

DAS-CTC-688

KWC

EJR

MEP1.04

MEP ROOF 4 PLANS

NAUGATUCK VALLEY - CORE BUILDING

SMALL ROOF REPLACEMENT

750 CHASE PARKWAY

WATERBURY, CT

1/32" = 1'-0"

KEYPLAN MEP ROOF 4

1/8" = 1'-0"

MEP ROOF 4A PLAN

KEYNOTES - ELECTRICAL POWER

Key Value Keynote Text

E1 RECONNECT WIRING TO EXISTING MECHANICAL EQUIPMENT, DAMPERS, AND CONTROLS REPLACED IN SAME LOCATION AFTER NEW ROOF WORK HAS BEEN COMPLETED. EXTEND EXISTING WIRING AND CONDUIT FOR

RECONNECTION OF EQUIPMENT AS REQUIRED.

KEYNOTES - MECHANICAL DUCTWORK

Key Value Keynote Text

M3 FURNISH & INSTALL NEW ROOF CURB FOR EXISTING DUST COLLECTOR PENETRATION THRU ROOF; NEW ROOF CURB SHALL BE COMPATIBLE WITH THE FAN'S MANUFACTURER; FIELD VERIFY REQUIRED HEIGHT FOR NEW ROOF CURB ALLOWING FOR NEW INSULATION & MEMBRANE ETC.; RECONNECT EXHAUST AIR DUCTWORK, DAMPERS & CONTROLS.

1/8" = 1'-0"

MEP ROOF 4B PLAN

REVISIONS

NO. DATE DESCRIPTION

KEYNOTES - PLUMBING

Key Value Keynote Text

P2 EXTENDED EXISTING STORM PIPING TO NEW ROOF DRAIN TO FINISHED ROOF ELEVATION. INSTALL NEW ROOF

DRAIN AND INSTALL NEW PIPE AND ROOF DRAIN BODY INSULATION TO RECONNECTION POINT.

22 10 00 - PLUMBING PIPING

A. DRAIN, WASTE, AND VENT PIPING (STORM)

1. BELOW GRADE: HUB & SPIGOT: ASTM A74 CAST IRON PIPE, WITH ASTM A74 CAST IRON

FITTINGS AND ASTM C564 RUBBER GASKET JOINT DEVICES OR LEAD AND OAKUM.

2. HUBLESS (NO-HUB): CISPI 301 HUBLESS SERVICE WEIGHT CAST IRON PIPE WITH CISPI 310

NEOPRENE GASKET AND STAINLESS STEEL CLAMP AND SHIELD JOINT ASSEMBLIES.

B. MISCELLANEOUS FITTINGS

1. DIELECTRIC WATERWAYS

a. MANUFACTURERS: TYCO/GRINNELL CLEARFLOW, PRECISION PLUMBING PRODUCTS

(PPP) CLEARFLOW, VICTAULIC STYLE 647.

b. GALVANIZED ASTM A53 STEEL, ASTM A395 DUCTILE IRON, OR ASTM A536 DUCTILE

IRON SLEEVE WITH INERT NON-CORROSIVE THERMOPLASTIC LINING, NSF 61 OR

NSF/ANSI 372 CERTIFIED.

2. FLANGES

a. COPPER PIPING: CLASS 150, SLIP-ON BRONZE FLANGES.

b. STEEL PIPING: CLASS 150, SLIP-ON FORGED STEEL FLANGES.

c. GASKETS: 1/16” THICK PREFORMED NEOPRENE GASKETS.

3. UNIONS

a. COPPER PIPING: CLASS 150, BRONZE UNIONS WITH SOLDERED OR BRAZED JOINTS.

b. STEEL PIPING: CLASS 150, MALLEABLE IRON, THREADED.

c. DIELECTRIC CONNECTIONS: UNION WITH GALVANIZED OR PLATED STEEL THREADED

END, COPPER SOLDER END, WATER IMPERVIOUS ISOLATION BARRIER ARE REQUIRED

WHERE TWO DISSIMILAR METAL PRODUCTS ARE CONNECTED WITHIN A SYSTEM.

22 05 00 - COMMON WORK RESULTS FOR PLUMBING

A. IDENTIFICATION FOR PIPING AND EQUIPMENT:

1. MANUFACTURERS: CRAFTMARK IDENTIFICATION SYSTEMS, SAFETY SIGN CO., SETON

IDENTIFICATION PRODUCTS, NORTHTOWN, KOLBI. SUBSTITUTIONS: DIVISION 01 – GENERAL

REQUIREMENTS AND 22 04 00 – GENERAL REQUIREMENTS.

2. PLASTIC NAMEPLATES: LAMINATED THREE-LAYER PLASTIC WITH ENGRAVED BLACK

LETTERS ON LIGHT BACKGROUND COLOR.

3. TAGS

a. PLASTIC TAGS: LAMINATED THREE-LAYER PLASTIC WITH ENGRAVED BLACK LETTERS ON

LIGHT BACKGROUND COLOR, MINIMUM 1-1/2 INCHES DIAMETER.

b. METAL TAGS: ALUMINUM WITH STAMPED LETTERS; TAG SIZE MINIMUM 1-1/2 INCHES

DIAMETER WITH FINISHED EDGES.

c. INFORMATION TAGS: CLEAR PLASTIC WITH PRINTED "DANGER," "CAUTION," OR

"WARNING" AND MESSAGE; SIZE 3-1/4 X 5-5/8 INCHES WITH GROMMET AND SELF-

LOCKING NYLON TIES.

d. TAG CHART: TYPEWRITTEN LETTER SIZE LIST OF APPLIED TAGS AND LOCATION IN

ANODIZED ALUMINUM FRAME.

4. PIPE MARKERS

a. COLOR AND LETTERING TO CONFORM TO ASME A13.1.

b. PLASTIC PIPE MARKERS: FACTORY FABRICATED, FLEXIBLE, SEMI-RIGID PLASTIC, PREFORMED TO FIT AROUND PIPE OR PIPE COVERING. LARGER SIZES MAY HAVE

MAXIMUM SHEET SIZE WITH SPRING FASTENER. MINIMUM INFORMATION INDICATING

FLOW DIRECTION ARROW AND IDENTIFICATION OF FLUID BEING CONVEYED.

c. PLASTIC TAPE PIPE MARKERS: FLEXIBLE, VINYL FILM TAPE WITH PRESSURE SENSITIVE

ADHESIVE BACKING AND PRINTED MARKINGS.

d. PLASTIC UNDERGROUND PIPE MARKERS: BRIGHT COLORED CONTINUOUSLY PRINTED

PLASTIC RIBBON TAPE, MINIMUM 6 INCHES WIDE BY 4 MIL THICK, MANUFACTURED FOR

DIRECT BURIAL SERVICE. TRACE WIRE: MAGNETIC DETECTABLE CONDUCTOR, BRIGHTLY

COLORED PLASTIC COVERING, IMPRINTED WITH COLOR CODE AS FOLLOWS:

1. POTABLE, COOLING, BOILER, FEED, OTHER WATER: GREEN WITH WHITE LETTERS.

2. FIRE QUENCHING FLUIDS: RED WITH WHITE LETTERS.

3. TOXIC AND CORROSIVE FLUIDS: ORANGE WITH BLACK LETTERS.

4. FLAMMABLE FLUIDS: YELLOW WITH BLACK LETTERS.

5. COMBUSTIBLE FLUIDS: BROWN WITH WHITE LETTERS.

6. COMPRESSED AIR: BLUE WITH WHITE LETTERS.

7. HEAT TRACED PIPING: TO MATCH THE COLOR CODE OF THE FLUID OR GAS BEING

USED.

5. CEILING TACKS

a. DESCRIPTION: STEEL WITH 3/4 INCH DIAMETER COLOR-CODED HEAD.

b. COLOR CODE AS FOLLOWS: PLUMBING VALVES: GREEN.

6. LABELS

a. DESCRIPTION: POLYESTER FOR ABOVE GRADE AND LAMINATED MYLAR FOR BELOW

GRADE, SIZE 1.9 X 0.75 INCHES, ADHESIVE BACKED WITH PRINTED IDENTIFICATION.

B. SLEEVES

1. MANUFACTURERS: FLEXICRAFT INDUSTRIES; PIPE WALL SLEEVE, METRAFLEX; PIPE WALL

SLEEVE, CCI PIPELINE; PIPE WALL SLEEVE, GPT – CENTURYLINE SLEEVE SERIES,

GPT/THUNDERLINE LINK-SEAL, INC, METRAFLEX - METRASEAL, BWM – PIPE SEAL/ PS SERIES.

SUBSTITUTIONS: SEE DIVISION 01 - GENERAL REQUIREMENTS AND 22 04 00 – GENERAL

REQUIREMENTS.

22 07 00 - PLUMBING INSULATION

A. GENERAL REQUIREMENTS

1. INSULATION SHALL BE CERTAIN-TEED, KNAUF, MANVILLE, OR OWENS CORNING. MATERIALS

SHALL MEET REQUIREMENTS OF ADHESIVE AND SEALANT COUNCIL STANDARDS AND

SMACNA. INSTALL INSULATION, MASTICS, ADHESIVES, COATINGS, COVERS, WEATHER-

PROTECTION AND OTHER WORK IN STRICT ACCORDANCE WITH MANUFACTURER'S

RECOMMENDATIONS. ASTM E-84 FIRE HAZARD RATINGS SHALL BE 25 FLAME SPREAD, 50

SMOKE DEVELOPED.

2. FITTINGS, VALVES AND FLANGES SHALL BE INSULATED WITH SAME MATERIAL AND TO SAME

THICKNESS AS ADJOINING PIPE INSULATION, WITH PRESENT SECTIONS.

3. FOR STRAINERS AND OTHER VALVES OR FITTINGS WHICH NEED MAINTENANCE, PROVIDE

PREFORMED REMOVABLE INSULATION SECTION.

4. INCREASE PIPE INSULATION AS REQUIRED FOR PIPING WITH HEAT TRACING PER

MANUFACTURER'S REQUIREMENTS.

B. PRODUCTS AND APPLICATIONS

1. INSULATION SHALL BE FIBROUS GLASS PIPE INSULATION WITH FACTORY-APPLIED ASJ WITH

K FACTOR OF AT LEAST 0.23 AT 75F MEAN TEMPERATURE.

2. PROVIDE INSULATION FOR THE FOLLOWING SYSTEMS:

a. STORM PIPING HORIZONTAL ABOVE GROUND WITHIN BUILDING: MINIMUM 1 INCH

THICKNESS.

22 00 00 - GENERAL

A. DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AND

SUPPLEMENTARY CONDITIONS AND DIVISION 1 SPECIFICATION SECTIONS, APPLY TO THIS

SECTION.

B. THESE SPECIFICATIONS ARE APPLICABLE TO ALL PLUMBING DRAWINGS UNLESS NOTED

OTHERWISE. REVIEW THE ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING

DRAWINGS FOR NOTES, DIMENSIONS, ETC., AND COORDINATE WITH OTHER TRADES INVOLVED.

C. THIS SECTION APPLIES TO ALL DIVISION 22 SPECIFICATION SECTIONS (22 ## ##). WHERE THERE

ARE DIFFERENCES OR DISCREPANCIES BETWEEN THIS SPECIFICATION SECTION AND OTHER

DIVISION 22 SPECIFICATION SECTIONS, THE MORE STRINGENT REQUIREMENT(S) SHALL APPLY.

D. DESCRIPTION

1. THIS PROJECT COMPRISES ALTERATIONS AND RENOVATIONS TO THE EXISTING BUILDING.

THE EXISTING BUILDING IS CURRENTLY OCCUPIED AND THE PROJECT SHALL PROCEED IN A

MANNER THAT MINIMIZES ANY INCONVENIENCE TO THE BUILDING OCCUPANTS.

2. SCOPE OF WORK CONSISTS OF INSTALLATION OF MATERIALS TO BE FURNISHED UNDER THE

CONTRACT DOCUMENTS AND WITHOUT LIMITING GENERALITY THEREOF CONSISTS OF

FURNISHING LABOR, MATERIALS, EQUIPMENT, HOISTING, TRANSPORTATION, RIGGING,

STAGING, APPURTENANCES, AND SERVICES NECESSARY AND/OR INCIDENTAL TO PROPERLY

COMPLETE ALL WORK AS SHOWN ON THE DRAWINGS AND DESCRIBED HEREIN.

E. DEFINITIONS: THE FOLLOWING DEFINITIONS APPLY TO THIS CONTRACT

1. FURNISH: THE TERM "FURNISH" MEANS TO "SUPPLY AND DELIVER TO THE PROJECT SITE,

READY FOR UNLOADING, UNPACKING, ASSEMBLY, INSTALLATION, AND SIMILAR OPERATIONS"

2. INSTALL: THE TERM "INSTALL" IS USED TO DESCRIBE OPERATIONS AT PROJECT SITE

INCLUDING THE ACTUAL "UNLOADING, UNPACKING, ASSEMBLY, ERECTION, PLACING,

ANCHORING, APPLYING, WORKING TO DIMENSION, FINISHING, CURING, PROTECTING,

CLEANING, AND SIMILAR OPERATIONS."

3. PROVIDE: THE TERM "PROVIDE" MEANS "TO FURNISH AND INSTALL, COMPLETE AND READY

FOR THE INTENDED USE."

4. REMOVE: THE TERM "REMOVE" MEANS TO DISCONNECT FROM ITS PRESENT POSITION,

REMOVE FROM THE PREMISES AND TO DISPOSE OF IN A LEGAL MANNER."

5. SUBSTITUTIONS: "SUBSTITUTIONS" ARE REQUESTS FOR CHANGES IN PRODUCTS, MATERIALS

AND/OR METHODS OF CONSTRUCTION AS PROPOSED BY THE CONTRACTOR AFTER AWARD

OF THE CONTRACT."

F. DRAWINGS

1. DRAWINGS ARE DIAGRAMMATIC. THE FINAL PLACEMENT OF EQUIPMENT OR DEVICES IN THE

FIELD MAY NOT DIRECTLY CORRESPOND TO THAT WHICH IS SHOWN ON THE DRAWINGS.

THOUGH SOME OFFSETS & TRANSITIONS MAY BE SHOWN IN PIPING TO HELP INDICATE THE

PHYSICAL RELATIONSHIP BETWEEN THEM, IT IS NOT THE INTENT OF THE DRAWINGS TO

SHOW ALL PIPING OFFSETS & TRANSITIONS REQUIRED. THE CONTRACTOR SHALL FULLY

COORDINATE THE WORK AND PROVIDE ALL MATERIALS, EQUIPMENT AND LABOR NECESSARY

TO COMPLETE THE WORK OUTLINED ON THESE CONTRACT DOCUMENTS. IF A CONFLICT IN

POSITIONING OCCURS THE CONTRACTOR IS TO NOTIFY THE ENGINEER IMMEDIATELY TO

ASCERTAIN WHAT THE INTENT WAS BY THE DESIGN PROFESSIONAL.

G. CODES AND STANDARDS: WORK SHALL CONFORM TO THE CURRENT EDITIONS OF THE

FOLLOWING:

1. INTERNATIONAL BUILDING CODE

2. INTERNATIONAL PLUMBING CODE

3. INTERNATIONAL MECHANICAL CODE

4. NATIONAL ELECTRIC CODE (NFPA 70)

5. THE LIFE SAFETY CODE (NFPA 101)

H. PERMITS AND FEES:

1. THE CONTRACTOR SHALL GIVE ALL NECESSARY NOTICES, OBTAIN ALL PERMITS; AND PAY

ALL GOVERNMENT AND STATE SALES TAXES AND FEES WHERE APPLICABLE, AND OTHER

COSTS, INCLUDING UTILITY CONNECTIONS OR EXTENSIONS IN CONNECTION WITH THE

WORK, FILE ALL NECESSARY DRAWINGS, PREPARE ALL DOCUMENTS AND OBTAIN ALL

NECESSARY APPROVALS OF ALL GOVERNMENTAL AND STATE DEPARTMENTS HAVING

JURISDICTION, OBTAIN ALL REQUIRED CERTIFICATES OF INSPECTION FOR HIS WORK, AND

DELIVER A COPY TO THE OWNER AND ENGINEER BEFORE REQUEST FOR ACCEPTANCE AND

FINAL PAYMENT FOR THE WORK.

I. EXISTING SYSTEMS AND EQUIPMENT

1. EXISTING TO BE REUSED/RELOCATED EQUIPMENT: REPORT ANY EXISTING EQUIPMENT

DEFICIENCIES TO THE OWNER AND THE ARCHITECT AND/OR ENGINEER.

2. CONNECT WORK TO VARIOUS EXISTING SYSTEMS AS INDICATED ON THE DRAWINGS. WORK

SHALL BE COMPATIBLE WITH THE EXISTING SYSTEM CONDITIONS. ALL WORK SHALL BE

COORDINATED WITH ALL TRADES INVOLVED AS WELL AS WITH EXISTING SYSTEMS, THE

STRUCTURE, AND OTHER OBSTRUCTIONS.

J. SURVEY AND MEASUREMENTS

1. THIS PROJECT INVOLVES CONSTRUCTION INSIDE AN EXISTING STRUCTURE. CONTRACTORS,

BY SUBMITTING A BID, SHALL BE COMPLETELY FAMILIAR WITH THE EXISTING CONDITION OF

THE BUILDING AS IT INFLUENCES THE WORK DESCRIBED. NO COMPENSATION WILL BE

GRANTED FOR ADDITIONAL WORK CAUSED BY UNFAMILIARITY WITH SITE CONDITIONS THAT

ARE VISIBLE OR READILY IDENTIFIED BY EXPERIENCED OBSERVERS.

2. DO NOT SCALE DRAWINGS. SCALE INDICATED ON DRAWINGS IS FOR ESTABLISHING

REFERENCE POINTS ONLY. ACTUAL FIELD CONDITIONS SHALL GOVERN ALL DIMENSIONS.

3. PRIOR TO ORDERING ANY MATERIALS AND EQUIPMENT, THOROUGHLY REVIEW THE SITE

CONDITIONS TO DETERMINE IF ADEQUATE CLEARANCES AND ACCESS IS ALLOWED TO

INSTALL THE COMPONENTS. ORDER EQUIPMENT BROKEN DOWN AS NECESSARY TO ALLOW

FOR PROPER RIGGING THROUGH THE PROJECT AREA. PROVIDE ALL NECESSARY

ALTERATIONS TO THE STRUCTURE OF THE BUILDING AS NECESSARY TO RIG THE EQUIPMENT

IN PLACE.

4. CONTRACTORS SHALL VERIFY, LAYOUT AND BE RESPONSIBLE FOR ALL MEASUREMENTS OF

ALL EXISTING CONDITIONS BEFORE COMMENCING WORK AND SHALL NOTIFY ARCHITECT

AND/OR ENGINEER IF A CONDITION EXISTS THAT PREVENTS THE CONTRACTOR FROM

ACCOMPLISHING THE INTENT OF THE DRAWINGS.

K. SUBMITTALS AND SHOP DRAWINGS

1. SUBMIT FOR REVIEW, ELECTRONIC SHOP DRAWINGS IN SEARCHABLE PDF FORMAT FOR THE

FOLLOWING.

a. SUBMITTAL DATA FOR ALL MATERIAL AND EQUIPMENT. CLEARLY IDENTIFY DEVIATIONS

OF THE SUBMITTED PRODUCTS FROM THE DESIGN.

b. SHOP DRAWINGS: DRAWN TO ACCURATE SCALE OF 1/4”=1'0”. HIGHLIGHT, ENCIRCLE, OR

OTHERWISE INDICATE DEVIATIONS FROM THE CONTRACT DOCUMENTS. DO NOT

REPRODUCE CONTRACT DOCUMENTS OR COPY STANDARD INFORMATION AS THE BASIS

OF SHOP DRAWINGS. STANDARD INFORMATION PREPARED WITHOUT SPECIFIC

REFERENCE TO THE PROJECT IS NOT CONSIDERED SHOP DRAWINGS.

2. DO NOT USE SHOP DRAWINGS WITHOUT AN APPROPRIATE FINAL STAMP INDICATING ACTION

TAKEN IN CONNECTION WITH CONSTRUCTION.

3. DO NOT ORDER ANY MATERIALS OR EQUIPMENT PRIOR TO RECEIVING FINAL APPROVED

SUBMITTALS.

4. SCHEDULE AT LEAST TEN WORKING DAYS EXCLUSIVE OF TRANSMITTAL TIME, FOR

SUBMITTAL REVIEW.

L. AS-BUILT DRAWINGS

A. MAINTAIN ONE SET OF PRINTS ON THE SITE AND NOTE ALL CHANGES OR DEVIATIONS FROM

THE ORIGINAL DESIGN THEREON. AT THE COMPLETION OF THE PROJECT, INCORPORATE ALL

CHANGES INTO RECORD AS-BUILT DRAWINGS IN ELECTRONIC FORMAT AND SUBMIT FOR

APPROVAL.

M. OPERATION AND MAINTENANCE

1. UPON COMPLETION OF ALL WORK AND TESTS, THE CONTRACTOR SHALL INSTRUCT THE

OWNER OR THE OWNER'S REPRESENTATIVE IN THE OPERATION, ADJUSTMENT AND

MAINTENANCE OF ALL EQUIPMENT FURNISHED. THE CONTRACTOR SHALL GIVE AT LEAST

SEVEN (7) DAYS NOTICE TO THE OWNER AND THE ENGINEER IN ADVANCE OF THIS PERIOD.

2. THE CONTRACTOR SHALL PREPARE THREE (3) COPIES OF A COMPLETE OPERATION AND

MAINTENANCE MANUAL, BOUND IN BOOKLET FORM. ORGANIZE OPERATING AND

MAINTENANCE DATA INTO SUITABLE SETS OF MANAGEABLE SIZE. BIND PROPERLY INDEXED

DATA IN INDIVIDUAL HEAVY-DUTY 3-RING VINYL-COVERED BINDERS, WITH POCKET FOLDERS

FOR FOLDED SHEET INFORMATION AND DESIGNATION PARTITIONS WITH IDENTIFICATION

TABS. MARK APPROPRIATE IDENTIFICATION ON FRONT AND SPINE OF EACH BINDER.

3. MAINTENANCE AND INSTRUCTION MANUALS SHALL BE SUBMITTED TO THE OWNER AT THE

SAME TIME AS THE SEVEN (7) DAY NOTICE IS GIVEN PRIOR TO THE INSTRUCTION PERIOD.

2. VERTICAL PIPING:

a. SLEEVE LENGTH: 1 INCH ABOVE FINISHED FLOOR.

b. PROVIDE SEALANT FOR WATERTIGHT JOINT.

c. BLOCKED OUT FLOOR OPENINGS: PROVIDE 1-1/2 INCH ANGLE SET IN SILICON ADHESIVE

AROUND OPENING.

d. DRILLED PENETRATIONS: PROVIDE 1-1/2 INCH ANGLE RING OR SQUARE SET IN SILICONE

ADHESIVE AROUND PENETRATION.

3. SHEET METAL: PIPE PASSING THROUGH INTERIOR WALLS, PARTITIONS, AND FLOORS,

UNLESS STEEL OR BRASS SLEEVES ARE SPECIFIED BELOW.

4. PIPE PASSING THROUGH BELOW GRADE OR EXTERIOR WALLS:

a. ANCHORED SLEEVE - ZINC COATED OR CAST IRON PIPE.

b. PROVIDE WATERTIGHT SPACE WITH LINK RUBBER OR MODULAR SEAL BETWEEN SLEEVE

AND PIPE ON BOTH PIPE ENDS.

5. CLEARANCES:

a. PROVIDE ALLOWANCE FOR INSULATED PIPING.

b. WALL, FLOOR, FLOOR, PARTITIONS, AND BEAM FLANGES: 1 INCH GREATER THAN

EXTERNAL; PIPE DIAMETER.

c. ALL RATED OPENINGS: CAULKED TIGHT WITH FIRE STOPPING MATERIAL CONFORMING

TO HYPERLINK "HTTP://GLOBAL.IHS.COM/DOC_DETAIL.CFM?

RID=BSD&DOCUMENT_NAME=ASTM E814" ASTM E814-13A IN ACCORDANCE WITH DIVISION

07 THERMAL AND MOISTURE PROTECTION TO PREVENT THE SPREAD OF FIRE, SMOKE,

AND GASES.

6. SLEEVES FOR PIPES THROUGH NON-FIRE RATED FLOORS: 18 GAGE THICK GALVANIZED

STEEL.

7. SLEEVES FOR PIPES THROUGH NON-FIRE RATED WALLS, AND POTENTIALLY WET FLOORS:

STEEL PIPE OR 18 GAGE THICK GALVANIZED STEEL.

8. SEALANT: REFER TO DIVISION 07 THERMAL AND MOISTURE PROTECTION.

9. MECHANICAL SLEEVE SEALS

a. PRODUCT DESCRIPTION: MODULAR MECHANICAL TYPE, CONSISTING OF INTERLOCKING

SYNTHETIC NITRILE RUBBER LINKS SHAPED TO CONTINUOUSLY FILL ANNULAR SPACE

BETWEEN OBJECT AND SLEEVE, CONNECTED WITH BOLTS AND PRESSURE PLATES

CAUSING RUBBER SEALING ELEMENTS TO EXPAND WHEN TIGHTENED, PROVIDING

WATERTIGHT SEAL AND ELECTRICAL INSULATION.

b. PROVIDE NSF 61 CERTIFIED ASSEMBLY WHEN USED IN POTABLE WATER STORAGE TANK

APPLICATIONS.

C. FORMED STEEL CHANNEL

1. MANUFACTURERS: B-LINE SYSTEMS, UNISTRUT CORP., ANVIL INTERNATIONAL,

SUBSTITUTIONS: DIVISION 01 - GENERAL REQUIREMENTS AND 22 04 00 – GENERAL

REQUIREMENTS.

2. PRODUCT DESCRIPTION: GALVANIZED 12 GAGE THICK STEEL. WITH HOLES 1-1/2 INCHES ON

CENTER.

D. GENERAL INSTALLATION REQUIREMENTS FOR PLUMBING

1. CONNECTIONS BETWEEN COPPER & STEEL PIPING SHALL BE MADE WITH DIELECTRIC

WATERWAYS, WITH BRONZE BODY VALVES, OR WITH BRASS ADAPTER FITTINGS.

2. INSTALL AND TEST GAS PIPING IN ACCORDANCE WITH THE FUEL GAS CODE AND NFPA 54.

3. PREPARATION

a. REAM PIPE AND TUBE ENDS. REMOVE BURRS. BEVEL OR GROOVE PLAIN END FERROUS

PIPE.

b. REMOVE SCALE AND DIRT ON INSIDE AND OUTSIDE BEFORE ASSEMBLY.

c. PREPARE PIPING CONNECTIONS TO EQUIPMENT WITH FLANGES OR UNIONS.

d. KEEP OPEN ENDS OF PIPE FREE FROM SCALE AND DIRT. PROTECT OPEN ENDS WITH

TEMPORARY PLUGS OR CAPS.

e. AFTER COMPLETION, FILL, CLEAN, AND TREAT SYSTEM.

E. INSTALLATION REQUIREMENTS FOR PLUMBING PIPING

1. INSTALL PIPING IN ACCORDANCE WITH ALL APPLICABLE PLUMBING CODES, ASME B31.1, AND

ASME B31.9 AS APPLICABLE.

2. ROUTE PIPING PARALLEL TO BUILDING STRUCTURE AND MAINTAIN GRADIENT.

3. INSTALL PIPING TO CONSERVE BUILDING SPACE, AND NOT INTERFERE WITH USE OF SPACE.

4. GROUP PIPING WHENEVER PRACTICAL AT COMMON ELEVATIONS.

5. SLEEVE PIPE PASSING THROUGH PARTITIONS, WALLS AND FLOORS.

6. INSTALL FIRESTOPPING AT PENETRATIONS OF RATED ASSEMBLIES. REFER TO

ARCHITECTURAL DRAWINGS FOR LOCATIONS AND RATINGS OF RATED ASSEMBLIES.

7. INSTALL PIPING TO ALLOW FOR EXPANSION AND CONTRACTION WITHOUT STRESSING PIPE,

JOINTS, OR CONNECTED EQUIPMENT.

8. PROVIDE ACCESS WHERE VALVES AND FITTINGS ARE NOT EXPOSED.

9. SLOPE DOMESTIC WATER PIPING AND ARRANGE SYSTEMS TO DRAIN AT LOW POINTS. USE

ECCENTRIC REDUCERS TO MAINTAIN TOP OF PIPE ALIGNED.

10. WHERE PIPE SUPPORT MEMBERS ARE WELDED TO STRUCTURAL BUILDING FRAMING,

SCRAPE, BRUSH CLEAN, AND APPLY ONE COAT OF ZINC RICH PRIMER TO WELDS.

11. PREPARE UNFINISHED PIPE, FITTINGS, SUPPORTS, AND ACCESSORIES, READY FOR FINISH

PAINTING.

12. INSTALL VALVES WITH STEMS UPRIGHT OR HORIZONTAL, NOT INVERTED.

F. TESTING

1. TEST PIPING IN ACCORDANCE WITH ALL APPLICABLE PLUMBING CODES, ASME B31.1 AND

ASME B31.9, AS APPLICABLE.

22 05…