FA-600€¦ · vel. vtr wb w/ w/o pounds leaving maximum thousand btuh minimum noise criteria on...

T

UP

TYPE

LENGTH

F

1

F

M1

(1L)

A

PS

FS

DN

(1L)

EJ

(E)

A(X)

CFM

DEGREE FAHRENHEIT

ENTERING

PRESSURE

TS

T

AIR DEVICE CALL OUT. TYP.

OF (X) DEVICES.

FLEXIBLE DUCT CONNECTION

CEILING ACCESS PANEL

DETAIL DESIGNATION

EQUIPMENT DESIGNATION

POINT OF CONN. (CONN. NEW

TO EXISTING)

POINT OF DISCONNECTION

ARROW INDICATES DIRECTION

OF FLOW

RISE IN DIRECTION OF AIRFLOW

DROP IN DIRECTION OF

AIRFLOW

CONSTANT AIR VOLUME

GALLONS PER MINUTE

INCH WATER COLUMN

MOTOR CONTROL CENTER

MINIMUM CIRCUIT AMP

BRITISH THERMAL UNIT PER

HOUR

BRAKE HORSE POWER

DIRECT DIGITAL CONTROL

ENERGY EFFICIENT RATIO

FEET WATER COLUMN

PRESSURE DROP/

DIFFERENTIAL

POUNDS PER SQUARE INCH

GAUGE

UNLESS OTHERWISE NOTED

VENT THROUGH ROOF

MAX. OVER CURRENT

PROTECTION

VARIABLE FREQUENCY DRIVE

REVOLUTION PER MINUTE

RETURN DUCT UP

SUPPLY DUCT UP

EXHAUST DUCT UP

SUPPLY DUCT DOWN

RETURN DUCT DOWN

EXHAUST DUCT DOWN

ROUND DUCT DOWN

ROUND DUCT UP

TRANSITION-RECT. TO

RECT. OR ROUND TO

ROUND

TRANSITION-RECT. TO

ROUND

CAPPED DUCTWORK

DUCT W/ INTERNAL LINING

1L= 1" THICK 2L= 2" THICK

MOTORIZED DAMPER

BACKDRAFT DAMPER

CONICAL SPIN-IN FITTING W/

MANUAL VOLUME DAMPER

SYMBOL DESCRIPTIONABBR

RETURN/ EXHAUST AIR FLOW

SYMBOL

SUPPLY AIR FLOW SYMBOL

RETURN AIR GRILLE

LOW PRESSURE FLEXIBLE DUCT

SUPPLY SLOT DIFFUSER

SUPPLY DIFFUSER-

4-WAY THROW

SUPPLY DIFFUSER-

3-WAY THROW

SUPPLY DIFFUSER-

2-WAY THROW

SUPPLY DIFFUSER-

1-WAY THROW

CUBIC FEET PER HOUR

CUBIC FEET PER MINUTE

EXTERNAL STATIC PRESSURE

STANDARD AIR CUBIC FEET PER

MINUTE

TOTAL STATIC PRESSURE

HEATING WATER SUPPLY

HEATING WATER RETURN

BRINE WATER SUPPLY

BRINE WATER RETURN

CONDENSER WATER SUPPLY

CONDENSER WATER RETURN

SPACE TEMPERATURE SENSOR

PRESSURE SWITCH

CONTROL AIR (PNEUMATIC)

BALL VALVE W/ HOSE

CONNECTION

STRAINER W/ BLOW-OFF &

CAPPED HOSE- END

CONNECTION

TEMPERATURE/ PRESSURE

RELIEF VALVE

PIPE CAP OR PLUG

PRESSURE GAUGE W/GAUGE

COCK

FLEXIBLE PIPE CONNECTOR

THERMOMETER W/THERMOWELL

EXPANSION JOINT

ECCENTRIC REDUCER

CONCENTRIC REDUCER

PRESSURE/ TEMPERATURE

PORT TAPS

FOR MECHANICAL AND PLUMBING EQUIPMENT AS

INDICATED ON THE DIVISION 21, 22, AND 23 DRAWINGS,

THE DIVISION 21, 22 AND 23 CONTRACTORS SHALL

COORDINATE WITH DIVISION 26 CONTRACTOR TO

CONNECT ALL MECHANICAL AND PLUMBING

EQUIPMENT INDICATED ON THE MECHANICAL AND

PLUMBING DRAWINGS. COORDINATE FOR COMPLETE

WIRING, STARTERS, AND DISCONNECTING MEANS FOR

ALL MECHANICAL AND PLUMBING EQUIPMENT.

CR/RG

2"HWS

PIPE SIZE/ PIPE TYPE

DESCRIPTIONABBRSYMBOL







DESCRIPTIONSYMBOL

SINGLEDOUBLE


SINGLEDOUBLE

F

M

SECTION VIEW SHEET NO.

SECTION NO.

POC

POD

SHEET KEY NOTES

(R)

(E)

REMOVE

EXISTING

DN

AFF

NTS

AMB

AFG

TOP

BTUH

CFH

DB

DDC

CV

DEFL

DIA

ENT

°F

DWG

EER

FPI

FPM

GPH

GPM

FT WC

GAL

IN WC

LBS

MBH

MIN

LVG

MAX

DOWN

ABOVE FINISHED FLOOR

ABOVE FINISHED GRADE

TOP OF PIPE (AFF)

NOT TO SCALE

AMBIENT

CONSTANT VOLUME

DECIBEL

DRY-BULB

DEFLECTION

DIAMETER

DRAWING

FINS PER INCH

FEET PER MINUTE

GALLON

GALLONS PER HOUR

NC

PRESS

PSIG

O.C.

P.D.

PWL

QTY

RH

SS

TYP

SPECS

SQ

UON

VEL.

VTR

WB

W/

W/O

POUNDS

LEAVING

MAXIMUM

THOUSAND BTUH

MINIMUM

NOISE CRITERIA

ON CENTER

QUANTITY

SOUND POWER LEVEL

RELATIVE HUMIDITY

SPECIFICATIONS

SQUARE

STAINLESS STEEL

TYPICAL

VELOCITY

WET-BULB

WITH

WITHOUT

F-1

BHP

FLA

HP

HZ

KW

MCA

MCC

MOCP

RLA

RPM

FULL LOAD AMP

HORSEPOWER

HERTZ

KILOWATTS

RUNNING LOAD AMP

AFTER FILTERAF

AH

B

BB

CAV

CC

CH

EF

FC

FF

FT

FS

HC

HU

MUA

PF

P

RF

SF

ST

VAV

VFD

WF

AIR HANDLING UNIT

BOILER

BASEBOARD

COOLING COIL

CHILLER

EXHAUST FAN

FAN COIL UNIT

FINAL FILTER

FLASH TANK

FLOOR SINK

HEATING COIL

HUMIDIFIER SECTION

MAKE-UP AIR UNIT

PRE-FILTER

PUMP

RETURN FAN

SUPPLY FAN

SOUND TRAP

VARIABLE AIR VOLUME

WATER FILTRATION

AL ALUMINUM

COEFFICIENT OF PERFORMANCE

EFFICIENCY

ISOLATOR

METAL

OPENING

REFERENCE

SHEET

COP

EFF

ISOL.

MTL

OPNG

REF

SHT

DUCT DROP

VANED ELBOW

CONICAL TAP

FD FIRE DAMPER

FIRE SMOKE DAMPER.

CONTROLLED BY DUCT

SMOKE DETECTOR

MANUAL VOLUME

DAMPER W/

LOCKING QUADRANT

FSD

MD

VD

BD

CD

CD

CD

CD

LD

AP

BOTTOM OF DUCT (AFF)

BOD

TOP OF DUCT (AFF)

TOD

CFM

DP

EA

ESP

MA

OA

DISCHARGE PLENUM

EXHAUST AIR

MAKE-UP AIR

OUTSIDE AIR

RA

SA

SCFM

S.P.

TG

TSP

RETURN AIR

SUPPLY AIR

STATIC PRESSURE

TRANSFER GRILLE

A

FLOW SWITCHFS

PS

(E) T

EXISTING THERMOSTAT

NEW THERMOSTATT

HWS

HWR

BWS

BWR

CWS

CWR

DR

V

EQUIPMENT DRAIN

VENT

PLUG VALVEPV

P&T

CR

ER

EJ

U UNION

AIR VENTAV

FC

PG

ELBOW UP

ELBOW DOWN

TEE UP

TEE DOWN

TPR

STR

STEAM TRAP

POUNDS PER HOUR

LOW PRESSURE STEAM SUPPLY

LOW PRESSURE STEAM

CONDENSATE RETURN

PUMPED CONDENSATE RETURN

PRESSURE REDUCING VALVE

CONDENSATE RETURN UNIT


LPS

LPR

PR

PRV

CRU

LBS/HR

DRAIN VALVE W/ HOSE END

CONN.

CHECK VALVE W/ INDICATION

OF FLOW DIRECTION


CIRCUIT SETTER OR BALANCING

VALVE

GLOBE VALVE (STRAIGHT

PATTERN)

GLOBE VALVE (ANGLE

PATTERN)

BUTTERFLY VALVE

AUTOMATIC TEMP. CONTROL

VALVE, 2-WAY


CAPPED HOSE-END

CONNECTION

OUTSIDE STEM AND YOKE


DV

CV

PRV

SV SOLENOID VALVE

CS,BV

GLV

BFV

BV

TCV

GLV

BALL VALVE

STR

GATE VALVEGV

OS&Y

SD SMOKE DAMPER

S

DUCT MOUNTED SMOKE

DETECTOR

LENGTHEXISTING PIPING TO BE

REMOVED (DASHED LINE)

EXISTING PIPING

(LIGHT SOLID LINE)

EXISTING DUCTWORK

NO CHANGE

(LIGHT SOLID LINE)

EXISTING DUCTWORK TO

BE REMOVED (DASHED

LINE)

CFM

OR

DEVICES.

AIR DEVICE CALL

OUT. TYP. OF (X)

A

CFM

SIZE

(X)

A(X)

MFS MAXIMUM FUSE SIZE

DIESEL OIL GAUGE

DIESEL OIL PUMP

DOG

FOG

DOP

FOP

(E)

(R)

WIRE MESH SCREENWMS

SQ.FTSQUARE FEET

GENERAL:

1. UNLESS OTHERWISE NOTED, THE WORK DESCRIBED ON THE PLANS

AND SPECIFICATIONS SHALL INCLUDE THE FURNISHING AND

INSTALLATION OF ALL LABOR AND MATERIALS NECESSARY FOR

COMPLETE AND OPERATIONAL HVAC, FIRE PROTECTION AND

PLUMBING SYSTEMS. CONTRACTOR SHALL FURNISH THESE EVEN IF

ITEMS REQUIRED TO ACHIEVE THIS (I.E. OFFSETS, ISOLATION AND

BALANCING DEVICES, MAINTENANCE CLEARANCES, ETC.) ARE NOT

SPECIFICALLY SHOWN.

2. DATA GIVEN ON THE DRAWINGS IS AS EXACT AS COULD BE SECURED.

ABSOLUTE ACCURACY IS NOT GUARANTEED AND THE CONTRACTOR

SHALL OBTAIN AND VERIFY EXACT LOCATIONS, MEASUREMENTS,

LEVELS, SPACE REQUIREMENTS, POTENTIAL CONFLICTS WITH OTHER

TRADES, ETC. AT THE SITE AND SHALL SATISFACTORILY ADAPT HIS

WORK TO THE ACTUAL CONDITIONS OF THE JOB.

3. THE DRAWINGS ARE DIAGRAMMATIC IN NATURE AND SHALL NOT BE

SCALED. THEY SHOW CERTAIN PHYSICAL RELATIONSHIPS WHICH

MUST BE ESTABLISHED WITHIN THE DIVISION 23 WORK AND ITS

INTERFACE WITH OTHER WORK. ESTABLISHING THIS RELATIONSHIP

IN THE FIELD IS THE EXCLUSIVE RESPONSIBILITY OF THE

CONTRACTOR. THIS DIVISION SHALL COORDINATE ITS WORK WITH

ALL DIVISIONS OF THE WORK AND ADJUST ITS WORK AS REQUIRED

BY THE ACTUAL CONDITIONS OF THE PROJECT.

A. THE CONTRACTOR SHALL VISIT THE SITE BEFORE SUBMITTING

A BID TO BECOME THOROUGHLY FAMILIAR WITH THE ACTUAL

CONDITIONS OF THE PROJECT. NO EXTRAS WILL BE ALLOWED

DUE TO LACK OF KNOWLEDGE OF EXISTING CONDITIONS.

B. CERTAIN SYSTEMS REQUIRE ENGINEERING OF INSTALLATION

DETAILS BY CONTRACTOR. UNLESS FULLY DETAILED IN THE

CONTRACT DOCUMENTS, SUCH ENGINEERING IS THE

EXCLUSIVE RESPONSIBILITY OF THE CONTRACTOR.

C. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE

WHERE CLEARANCES ARE LIMITED, AND WHERE INSTALLATION

DRAWINGS OR SCHEMATICS, "CONSTRUCTION DRAWINGS", OR

COORDINATION DRAWINGS MAY BE REQUIRED IN ACCORDANCE

WITH, OR IN EXCESS OF, THOSE REQUIRED BY THE

SPECIFICATIONS. THE CONTRACTOR SHALL PREPARE ALL

SUCH COORDINATION DRAWINGS AS PART OF THE BASE

CONTRACT.

4. THESE NOTES ONLY SUPPLEMENT, AND DO NOT REPLACE, THE

SPECIFICATIONS.

5. DEFINITIONS AND TERMINOLOGY

A. THE DEFINITIONS OF DIVISION 1 AND THE GENERAL CONDITIONS

OF THIS SPECIFICATION ALSO APPLY TO THE DIVISION 23

CONTRACT DOCUMENTS.

B. "CONTRACT DOCUMENTS" CONSTITUTE THE DRAWINGS,

SPECIFICATIONS, GENERAL CONDITIONS, PROJECT MANUALS,

ETC., PREPARED BY ENGINEER (OR OTHER DESIGN

PROFESSIONAL IN ASSOCIATION WITH ENGINEER) FOR

CONTRACTOR'S BID OR CONTRACTOR'S NEGOTIATIONS WITH

THE OWNER. THE DIVISION 23 DRAWINGS AND SPECIFICATIONS

PREPARED BY THE ENGINEER ARE NOT CONSTRUCTION

DOCUMENTS.

C. "CONSTRUCTION DOCUMENTS", "CONSTRUCTION DRAWINGS",

AND SIMILAR TERMS FOR DIVISION 23 WORK REFER TO

INSTALLATION DIAGRAMS, SHOP DRAWINGS AND

COORDINATION DRAWINGS PREPARED BY THE CONTRACTOR

USING THE DESIGN INTENT INDICATED ON THE ENGINEER'S

CONTRACT DOCUMENTS. THESE SPECIFICATIONS DETAIL THE

CONTRACTOR'S RESPONSIBILITY FOR "ENGINEERING BY

CONTRACTOR" AND FOR PREPARATION OF CONSTRUCTION

DOCUMENTS.

D. "FURNISH" MEANS TO "SUPPLY" AND USUALLY REFERS TO AN

ITEM OF EQUIPMENT.

E. "INSTALL" MEANS TO "SET IN PLACE, CONNECT AND PLACE IN

FULL OPERATIONAL ORDER".

F. "PROVIDE" MEANS TO "FURNISH AND INSTALL".

G. "EQUIVALENT" MEANS "MEETS THE SPECIFICATIONS OF THE

REFERENCE PRODUCT OR ITEM IN ALL SIGNIFICANT ASPECTS."

SIGNIFICANT ASPECTS SHALL BE AS DETERMINED BY THE

ARCHITECT/ENGINEER.

H. "WORK BY OTHER(S) DIVISIONS"; "RE: XX DIVISION", AND SIMILAR

EXPRESSIONS MEANS WORK TO BE PERFORMED UNDER THE

CONTRACT DOCUMENTS, BUT NOT NECESSARILY UNDER THE

DIVISION OR SECTION OF THE WORK ON WHICH THE NOTE

APPEARS. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO

COORDINATE THE WORK OF THE CONTRACT BETWEEN HIS/HER

SUPPLIERS, SUBCONTRACTORS AND EMPLOYEES. IF

CLARIFICATION IS REQUIRED, CONSULT ARCHITECT/ENGINEER

BEFORE SUBMITTING BID.

I. BY INFERENCE, ANY REFERENCE TO A "CONTRACTOR" OR

"SUB-CONTRACTOR" MEANS THE ENTITY WHICH HAS

CONTRACTED WITH THE OWNER FOR THE WORK OF THE

CONTRACT DOCUMENTS.

J. "ENGINEER" MEANS THE DESIGN PROFESSIONAL FIRM WHICH

HAS PREPARED THESE CONTRACT DOCUMENTS. ALL

QUESTIONS, SUBMITTALS, ETC. OF THIS DIVISION SHALL BE

ROUTED THROUGH THE ARCHITECT TO THE ENGINEER

(THROUGH PROPER CONTRACTUAL CHANNELS).

EXISTING BUILDING:

1. THE CONTRACTOR'S ATTENTION IS CALLED TO THE FACT THAT THE

EXISTING BUILDING WILL BE OCCUPIED BY THE OWNER DURING

CONSTRUCTION. CONTINUED OPERATION OF THE FACILITY SHALL

NOT BE HINDERED BY THIS WORK. THE CONTRACTOR SHALL

ACCOUNT FOR ALL ADDITIONAL COSTS WHICH MAY BE INCURRED BY

HIM DUE TO THE DIFFICULTY OF WORKING OVER AND AROUND

EMPLOYEES, SPORTING EVENTS AND CONCERTS, EQUIPMENT, ETC.;

AND DUE TO THE HOURS OF THE DAY IN WHICH AN AREA MAY BE

AVAILABLE WHEN SUBMITTING HIS BID.

2. MAINTAIN A MARK-UP SET OF DRAWINGS WHICH INDICATE

VARIATIONS IN THE ACTUAL INSTALLATION FROM THE ORIGINAL

DESIGN. SURRENDER DRAWINGS TO OWNER UPON COMPLETION.

INCORPORATE THESE NOTES INTO THE AS-BUILDING DRAWINGS.

3. COORDINATE ALL PENETRATIONS OF THE FLOOR SLAB PRIOR TO

COMMENCING WORK. UTILIZE X-RAY AND VISUAL INVESTIGATION OF

EXISTING CONDITIONS AS REQUIRED PRIOR TO DRILLING OR

CUTTING. COORDINATE ALL NEW PENETRATIONS WITH OTHER

DIVISIONS OF THE WORK. ALL CONTRACTORS ARE INDIVIDUALLY

RESPONSIBLE FOR ALL PENETRATIONS REQUIRED BY THEIR

DIVISIONS.

ELECTRICAL COORDINATION:

1. VERIFY THE ELECTRICAL SERVICE PROVIDED BY THE ELECTRICAL

CONTRACTOR BEFORE ORDERING ANY MECHANICAL EQUIPMENT

REQUIRING ELECTRICAL CONNECTIONS.

2. PROVIDE PREMIUM EFFICIENCY MOTORS (NEMA STANDARD MG1-2003,

TABLES 12-12 AND 12-13) WITH 1.15 SERVICE FACTOR ON ALL

EQUIPMENT, MOTORS SHALL BE CAPABLE OF OPERATING

CONTINUOUSLY AT 105°F UNDER JOBSITE CONDITIONS AND

ALTITUDE.

3. UNLESS NOTED OTHERWISE, ALL MECHANICAL EQUIPMENT SHALL BE

PROVIDED WITH HOA SWITCH AND STARTER COMPATIBLE WITH

EQUIPMENT AND BMS SYSTEM. STARTERS SHALL BE PROVIDED BY

DIVISION 23 UNLESS IN A MOTOR CONTROL CENTER. ALL

DISCONNECTS SHALL BE FURNISHED BY DIVISION 26.

4. THE ELECTRICAL POWER FOR CERTAIN EQUIPMENT PROVIDED

UNDER DIVISION 23 HAS NOT BEEN SPECIFICALLY INDICATED ON THE

ELECTRICAL DRAWINGS AND MUST BE PROVIDED BY AND FIELD

COORDINATED BY THE DIVISION 23 TRADE REQUIRING SUCH POWER.

5. SUFFICIENT POWER FOR THIS PURPOSE SHALL BE FURNISHED AS

"SPARE", DEDICATED CIRCUIT CAPACITY IN DIVISION 26'S

PANELBOARDS. ALL WIRING, CONDUIT AND ELECTRICAL DEVICES

DOWNSTREAM OF THE PANELBOARDS IS THE RESPONSIBILITY OF

THE DIVISION 23 TRADE REQUIRING THE POWER UNLESS OTHERWISE

SHOWN ON THE ELECTRICAL DRAWINGS.

SUCH EQUIPMENT IS HEREBY DEFINED AS:

A. ELECTRICAL HEAT TRACE. REQUIRED HEAT TRACE LOCATIONS,

CAPACITIES AND SPECIFICATION ARE SHOWN OR INDICATED ON

THE DRAWINGS. PROVIDE ELECTRICAL HEAT TRACING ON ALL

PIPES THAT ARE SUBJECT TO FREEZING, THIS INCLUDES AREAS

LIKE LOADING DOCK, INTAKE/RELIEF/EXHAUST SHAFTS, ETC.

REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.

B. TEMPERATURE CONTROL PANELS AND LINE VOLTAGE POWER

FOR 24V CONTROL TRANSFORMERS. REQUIRED CONNECTION

ARE INCLUDED IN DIVISION 23 09 00 AND WILL BE SHOWN BY

THAT CONTRACTOR'S CONTROL SUBMITTAL DRAWINGS.

INSTALLATION:

1. SUSPEND EACH TRADE'S WORK SEPARATELY FROM THE STRUCTURE.

DUCTWORK SHALL BE HELD TIGHT TO STRUCTURE EXCEPT WHERE

OTHERWISE SHOWN.

2. INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH

MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY

INDICATED OTHERWISE OR WHERE LOCAL CODES OR REGULATIONS

TAKE PRECEDENCE.

3. PROVIDE MANUFACTURER'S RECOMMENDED SERVICE CLEARANCE

AROUND ALL EQUIPMENT REQUIRING SAME.

4. PROVIDE FOR SAFE CONDUCT OF THE WORK, CAREFUL REMOVAL

AND DISPOSITION OF MATERIALS AND PROTECTION OF PROPERTY

WHICH IS TO REMAIN UNDISTURBED.

6. ISOLATE ALL PRESSURIZED PIPE (CHILLED WATER, STEAM, ETC.)

EACH RISER, BRANCH, PIECE OF EQUIPMENT, AND AREA SERVED.

7. NO CHILLED WATER OR CONDENSER WATER LINES SHALL BE

LOCATED EXPOSED IN FINISHED SPACES OR BELOW THE BUILDING

SLAB UNLESS SHOWN OTHERWISE ON THE DRAWINGS.

8. ALL CURBS, ROOF JACKS, ROOF THIMBLES, ROOF DRAINS, ETC.

SHALL BE COMPATIBLE WITH ROOFING SYSTEM TO BE PROVIDED.

REFERENCE ARCHITECTURAL DIVISION FOR REQUIRED FLASHING

DETAILS.

9. MECHANICAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL

CONCRETE EQUIPMENT PAD DIMENSIONS, BASED ON THE FINAL

EQUIPMENT SELECTION, TO THE STRUCTURAL AND GENERAL

CONTRACTOR FOR INCLUSION IN THOSE CONTRACTOR'S WORK AS

DESCRIBED BY THE GENERAL CONTRACTOR.

10. UNDER THE BASE CONTRACT, THE CONTRACTOR SHALL PROVIDE ALL

LABOR AND MATERIALS NECESSARY TO SPLIT EQUIPMENT INTO

MULTIPLE PIECES TO FACILITATE RIGGING TO FINAL INSTALLED

LOCATION. CONTRACTOR SHALL REASSEMBLE THE EQUIPMENT AND

TEST TO CONFIRM PROPER OPERATION AND MAINTAIN ALL THE

MANUFACTURERS WARRANTEES.

11. WARRANTY: AT A MINIMUM, THE ENTIRE MECHANICAL SYSTEM SHALL

BE WARRANTED AGAINST DEFECTS IN MATERIALS AND

WORKMANSHIP FOR A PERIOD OF ONE (1) YEAR AFTER ACCEPTANCE

OF THE SYSTEM BY THE OWNER. REFER TO INDIVIDUAL

SPECIFICATION SECTIONS FOR SPECIFIC WARRANTY REQUIREMENTS.

DUCTWORK INSTALLATION:

1. SEAL ALL SEAMS (LONGITUDINAL AND TRANSVERSE) AIR TIGHT WITH

SEALANT PER SPECIFICATIONS.

2. DUCT DIMENSIONS ARE INSIDE CLEAR.

3. DIFFUSER NECK SIZE IS SAME AS FLEXIBLE DUCT SIZE.

4. UNLESS OTHERWISE NOTED, ALL CHANGES IN DIRECTION SHALL BE

MADE WITH RADIUS ELBOWS WITH RADIUS TO CENTERLINE EQUAL TO

1.5 DUCT WIDTH.

5. WHERE REQUIRED FOR SPACE CONSTRAINTS, PROVIDE MITERED

ELBOWS WITH TURNING VANES AS FOLLOWS:

A. FOR DUCT WIDTHS OF 36" OR LESS, PROVIDE MANUFACTURED

SINGLE WIDTH TURNING VANES, WITH NO TRAILING EDGES AND

SPACING IN ACCORDANCE WITH SMACNA DUCT CONSTRUCTION

STANDARDS FOR "STANDARD SPACING".

B. USE DOUBLE THICKNESS (AIRFOIL) BLADES WITHOUT TRAILING

EDGES FOR DUCT WIDTHS GREATER THAN 36".

6. BRANCH LINES:

A. MAKE ALL TAPS TO ROUND DUCTWORK WITH CONICAL TEES.

B. MAKE ALL TAPS TO RECTANGLE DUCTWORK WITH 45° ENTRY OR

CONICAL SPIN IN TO ROUND.

C. INCLUDE DAMPERS AT ALL BRANCH LINES.

7. DUCT SIZES NOT CALLED OUT SHALL BE DETERMINED BASED ON 0.08"

S.P. LOSS OR LESS PER 100 FT. OF LENGTH.

8. INCLUDE DAMPERS AT ALL BRANCH LINES, WHERE SHOWN ON THE

DRAWINGS, AND WHERE OTHERWISE REQUIRED FOR BALANCING.

DAMPERS SHALL BE INSTALLED A MINIMUM OF 3'-0" FROM ANY

REGISTER.

PIPE INSTALLATION:

1. ALL PIPING SHALL BE ADEQUATELY SUPPORTED FROM THE BUILDING

STRUCTURE TO PREVENT SAGGING, POCKETING, SWAYING OR

DISPLACEMENT BY MEANS OF HANGERS AND SUPPORTS. PIPING IS

NOT TO BE SUPPORTED BY EQUIPMENT.

2. PROVIDE DIELECTRIC UNIONS BETWEEN DISSIMILAR MATERIALS.

3. PROVIDE MANUAL AIR VENTS AND CAPPED HOSE-END DRAINS WITH

ISOLATION VALVES AT PIPING HIGH AND LOW POINTS.

4. WELD PIPE IN ACCORDANCE WITH APPLICABLE CODES AND

STANDARDS. WELDERS SHALL BE CERTIFIED FOR TYPE OF WORK

BEING PERFORMED.

5. FLUSH OUT PIPING AND REMOVE CONTROL DEVICES BEFORE

PERFORMING PRESSURE TEST. DO NOT USE PIPING SYSTEM VALVES

TO ISOLATE SECTIONS WHERE TEST PRESSURE EXCEEDS VALVE

PRESSURE RATING. PRESSURIZE PIPING AT AS SPECIFIED IN THE

SPECIFICATION OR TO 100 PSIG MINIMUM. IF LEAKAGE IS OBSERVED

OR IF TEMPERATURE COMPENSATED PRESSURE DROP EXCEEDS 1%

OF TEST PRESSURE, REPAIR LEAKS AND RETEST. DO NOT USE AIR

PRESSURE TO TEST PLASTIC PIPE.

6. PROVIDE SUPPORT UNDER ELBOWS ON PUMP SUCTION AND

DISCHARGE LINES.

7. ALL STRAINERS SHALL BE FURNISHED WITH A "ROUGHING" SCREEN

AND TWO (2) SCREENS FOR NORMAL OPERATION. INSTALL STRAINER

WITH ROUGHING SCREEN AND OPERATE SYSTEM FOR 24 HOURS

MINIMUM (RUN DOMESTIC WATER SYSTEMS AT MAX FLOW FOR A

MINIMUM OF ONE HALF (1/2) HOUR. REMOVE ROUGHING SCREEN AND

INSTALL NORMAL SCREEN, AFTER TWO WEEKS OF NORMAL

OPERATION INSTALL NEW NORMAL SCREEN.

8. PIPING SIZES SHALL BE BASED ON 2' OR LESS HEAD LOSS PER 100

FEET OF LENGTH. VELOCITIES SHALL NOT EXCEED 10 FEET PER

SECOND.

9. INSTALL ALL PIPING TO ALLOW FOR EXPANSION AND CONTRACTION

WITHIN THE PIPING SYSTEM. ENSURE ALL REQUIRED PIPE EXPANSION

WILL OCCUR IN THE PROPER DIRECTION AND SEGMENT OF PIPE.

PROPERLY ANCHOR (RE: SPECIFICATIONS) ALL PIPING REQUIRING

EXPANSION/CONTRACTION ISOLATION. COORDINATE PIPE

EXPANSION/CONTRACTION TO PREVENT DAMAGE TO ANY AND ALL

BUILDING COMPONENTS.

10. PROVIDE ISOLATION VALVES AT EVERY HYDRONIC BRANCH LINE

WHERE INDICATED OR NOT.

CONDENSATE DRAINAGE:

1. PROVIDE CONDENSATE DRAINAGE FOR ALL COOLING COILS AND

OVERFLOW PANS.

2. ROUTE CONDENSATE PIPING, FULL SIZE OF DRIP PAN CONNECTION,

TO NEAREST CODE APPROVED RECEPTACLE.

CUTTING, PATCHING AND DEMOLITION:

1. KEEP DEMOLITION & CUTTING TO MINIMUM REQUIRED FOR PROPER

EXECUTION OF WORK.

2. BE RESPONSIBLE FOR ALL CUTTING AND PATCHING NECESSARY FOR

THE COMPLETION OF THE WORK.

3. NO CUTTING (NOT SHOWN ON THE CONTRACT DOCUMENTS) SHALL

BE DONE WITHOUT THE APPROVAL OF THE ARCHITECT AS TO

LOCATIONS, METHOD AND EXTENT OF THE CUTTING.

4. REPAIR ALL ACCIDENTAL OR INTENTIONAL DAMAGE TO MATCH

EXISTING CONSTRUCTION WITH NO NOTICEABLE DIFFERENCE IN

CONTINUITY, APPEARANCE OR FUNCTION.

5. DEMOLISH AND CAP ALL INDICATED PIPING BACK AT NEAREST MAIN.

STRUCTURE:

1. DO NOT PENETRATE STRUCTURAL MEMBERS. ALL EQUIPMENT

SUPPORTS SHALL BE ATTACHED TO THE LOAD BEARING MEMBERS OF

STRUCTURAL ELEMENTS. DO NOT OVER-STRESS ANY STRUCTURAL

MEMBERS. CONTACT STRUCTURAL ENGINEER FOR ALLOWABLE

LOADS FOR SPECIFIC MEMBERS.

2. DO NOT UTILIZE POWDER DRIVEN ANCHORS FOR ANY LOCATIONS

WHICH REQUIRE THE LOAD TO BE HELD IN TENSION. SEE

STRUCTURAL DIVISION FOR ADDITIONAL RESTRICTIONS.

3. SEE ALSO STRUCTURAL DIVISION FOR ACCEPTABLE ANCHORING AND

SUPPORT MEANS, METHODS, AND LOCATIONS.

4. PROVIDE FLEXIBLE CONNECTORS, EXPANSION LOOPS, EXPANSION

JOINTS, ADDITIONAL FITTINGS OR EQUIVALENT TO ACCOMMODATE

THE THERMAL EXPANSION OF THE BUILDING THROUGH STRUCTURAL

EXPANSION JOINTS. PROVIDE SUCH FITTING AT EVERY PIPE, DUCT,

CONDUIT, ETC. CROSSING OF A STRUCTURAL EXPANSION JOINT.

FIRE STOPPING:

1. FIRE STOPPING REQUIREMENT: PENETRATIONS THROUGH RATED

WALLS AND FLOORS SHALL BE SEALED WITH A MATERIAL CAPABLE

OF PREVENTING THE PASSAGE OF FLAMES AND HOT GASSES WHEN

SUBJECTED TO THE REQUIREMENTS OF THE TEST STANDARD

SPECIFIC FOR FIRE STOPS ASTM-E-814. ACCEPTANCE MATERIALS

INCLUDE: DOW CORNING RTV FIRE STOP FOAM FOR BARE PIPE,

METAL CONDUIT, AND ELECTRICAL CABLE; 3M FIRE DAM 150 CAULK

FOR BARE PIPE, METAL CONDUIT, AND BUILDING CONSTRUCTION;

GAPS 3M FS-195 INTUMESCENT STRIPS FOR INSULATED PIPES,

PLASTIC PIPE OR CONDUIT, AND ELECTRICAL CABLE.

SCOPE CLARIFICATION NOTES:

1. THESE DOCUMENTS SERVE TO DEFINE THE NATURE OF THE

SYSTEMS, LEVEL OF CONTROL AND FINISH, RELATIONSHIPS WITH

OTHER BUILDING SYSTEMS, AND GENERAL DESIGN INTENT OF THIS

DIVISION'S WORK. THE CONTRACTOR SHALL EXAMINE THE

DOCUMENTS OF ALL TRADES TO COMPLETELY FAMILIARIZE

HIM/HERSELF WITH THE VARIOUS CONCEPTS PRESENTED BY OTHER

TRADES AND ADAPT THIS WORK AND ANY ASSOCIATED PRICING

ACCORDING. WHERE CONFLICTS EXIST BETWEEN THESE

DOCUMENTS AND THOSE OF OTHER DIVISIONS, THE MORE

STRINGENT (AS DETERMINED BY THE ENGINEER) SHALL TAKE

PRECEDENCE. IN PARTICULAR, WHERE ARCHITECTURAL

BACKGROUNDS INDICATE PROGRAMMATIC DIFFERENCES IN ROOM

LOCATIONS, ROOM FUNCTIONS, PLUMBING FIXTURE COUNTS, CEILING

TYPES, RATED CONSTRUCTION, CLEARANCES, OR ROOM

RELATIONSHIPS, THE ARCHITECTURAL DRAWINGS SHALL TAKE

PRECEDENCE AND THIS CONTRACTOR SHALL ADAPT HIS/HER WORK

ACCORDINGLY WHILE MAINTAINING THE DESIGN INTENT

REPRESENTED BY THE DOCUMENTS OF THIS DIVISION.

2. PROVIDE FIRE STOPPING ON ALL PIPES, DUCTS, DEVICES, ETC.

PENETRATING ALL FIRE RATED CONSTRUCTION ASSEMBLIES.

3. EQUIPMENT SHOWN IS NOT NECESSARILY TO SCALE.

4. THE DRAWINGS ARE DIAGRAMMATIC IN NATURE. THE CONTRACTOR IS

RESPONSIBLE FOR ALL OFFSETS, TRANSITIONS, ELBOWS, ETC. AS

REQUIRED IN DUCTWORK, PIPING, SUPPORTS, ETC. TO COMPLETE

HIS/HER WORK IN A CLEAN, FUNCTIONAL INSTALLATION.

5. THIS CONTRACTOR IS RESPONSIBLE FOR ALL SLEEVES FOR

PENETRATIONS THROUGH SLABS AND BEAMS REQUIRED BY THE

INTENT OF THE SCOPE OF WORK INDICATED ON THE DRAWINGS.

COORDINATION OF QUANTITY AND LOCATIONS OF ALL PENETRATIONS

SHALL BE DONE BY THIS CONTRACTOR DURING THE SHOP DRAWINGS

PROCESS FOR REVIEW BY THE STRUCTURAL ENGINEER.

6. ALL COMBINATION FIRE/SMOKE DAMPERS SHALL HAVE END SWITCH

PACKAGE FOR REMOTE STATUS MONITORING, REMOTE OVERRIDE

CAPABILITY AND HIGH LIMIT TEMPERATURE SENSOR PREVENTING

DAMPER REOPENING WHEN DUCT TEMPERATURE IS ABOVE

DAMPER'S UL555S LISTING.

RATED ASSEMBLY DUCT PENETRATIONS:

1. PROVIDE COMBINATION FIRE/SMOKE DAMPERS IN ALL SUPPLY,

RETURN AND EXHAUST DUCTS PENETRATING SHAFT ENCLOSURES,

FLOOR PENETRATIONS, 1-HR AND 2-HR FIRE BARRIERS, AND SMOKE

BARRIERS. REFER TO ARCHITECTURAL PLANS, A-200 SERIES SHEETS,

FOR RATED ASSEMBLY TYPES AND LOCATIONS.

MECHANICAL SHEET LIST TABLE

Sheet Number Sheet Title

M-000.00 MECHANICAL LEGEND AND NOTES

M-010.00 MECHANICAL SCHEDULES

M-011.00 MECHANICAL SCHEDULES

M-101.00 MECHANICAL DEMO PLAN - N.W. QUADRANT EL.48

M-102.00 MECHANICAL DEMO PLAN - N.E. QUADRANT EL.48

M-201.00 MECHANICAL PLAN - N.W. QUADRANT EL.48

M-500.00 MECHANICAL ENLARGED DEMO PLAN - FUTURE

CHILLER PLANT

M-501.00 MECHANICAL ENLARGED PLAN - CHILLER PLANT

M-502.00 MECHANICAL ENLARGED PLANS - CENTRAL MER

M-503.00 MECHANICAL PLAN - STAIRS

M-600.00 MECHANICAL RISER DIAGRAM

M-700.00 MECHANICAL DETAILS I

M-701.00 MECHANICAL DETAILS II

M-702.00 MECHANICAL DETAILS III

M-703.00 MECHANICAL DETAILS IV

M-704.00 MECHANICAL DETAILS V

M-705.00 MECHANICAL CONTROLS I

M-706.00 MECHANICAL CONTROLS II

M-707.00 MECHANICAL CONTROLS III

PROJ. NO.

DWG. No.SCALE

DWG. TITLE

DATE PLOTTED

CHECKED

DRAWN

REVISIONS/ISSUES

DO NOT SCALE THE DRAWINGS

DESCRIPTION DATE

1605.05-3

CONTRACTOR SHALL CHECK AND VERIFY ALL

DIMENSIONS AND REPORT ANY OMISSIONS OR

DISCREPANCIES TO THE ARCHITECT BEFORE

PROCEEDING WITH THE WORK.

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Tel (416) 591 8999 Fax(416) 591 9087

14 Duncan Street 4th Floor

Toronto, Ontario, CA M5H 3G8

Tel (212) 986 3700 Fax (212) 687 6467

CO N S U L T I N G E N G I N E E R S P. C.

CONSULTING ENGINEERS

Tel (310) 842 8700 Fax (310) 842 7700

Severud Associates

engineers

1 CIVIC CENTER PLAZA

HARTFORD, CT

CHILLER PLANTRELOCATION

ISSUED FOR BID2019-02-13

1

AS NOTED

ME

ME

M-000.00

MECHANICAL LEGEND

AND NOTES

CHILLER SCHEDULE (WATER COOLED)

CODE

(CH)

CH-1

GENERAL NOTES

1.BRINE WATER CONTAINS 40% ETHYLENE GLYCOL.

2. PROVIDE VFD ON COMPRESSORS.

3. REFRIGERANT: R-717 (AMMONIA)

4. CHILLER SHALL BE CAPABLE OF PROVIDING THE SCHEDULED CAPACITY WITH THE CHILLED (BRINE) WATER CHEMISTRY.

5. FOULING FACTORS: EVAPORATOR - 0.0005 CONDENSER - 0.0005

6. CONNECTIONS (IN/OUT): EVAPORATOR: 10"/10" CONDENSER: 8"/8"

7. CHILLER CONTROL PANEL/MCC SHALL BE SUPPLIED WITH TWO INDEPENANT POWER CONNECTIONS. CHILLER CONTROL PANEL SHALL INCLUDE ALL DISCONNECTS, COMPRESSOR VFDS, BRINE PUMP VFDS, CONDENSER PUMP STARTERS, AND CONTROLS.

POWER CONNECTION #1 SHALL INCLUDE: (1) 200 HP COMPRESSOR, (1) 40 HP BRINE PUMP, & (1) 15 HP CONDENSER WATER PUMP.

POWER CONNECTION #2 SHALL INCLUDE: (1) 200 HP COMPRESSOR, (1) 40 HP BRINE PUMP, (1) 15 HP CONDENSER WATER PUMP, & CONTROL SYSTEM POWER.

MANUFACTURER/

MODEL NO.

ICE BUILDERS INC. / WCC-CFZWM-D0400S

OPERATING

WEIGHT

(LBS)

10,500

NOMINAL

TONS

210

NO.

OF

COMPRESSORS

2

CHILLED (BRINE) WATER DATA

EWT

(F)

17

LWT

(F)

14

GPM

1,200

WPD

(FT)

27

FOULING

FACTOR

0.0005

CONNECTION

IN/OUT

10"/10"

CONDENSER WATER DATA

EWT

(F)

85

LWT

(F)

95

NO. OF

CONDENSERS

1

EA.

GPM

576

WPD

(FT)

10.4

FOULING

FACTOR

0.0005

CONNECTION

IN/OUT

8"/8"

ELECTRICAL

POWER

CONNECTION

1

2

VOLTS

460

460

HZ

60

60

PH

3

3

MCA

(AMPS)

381

383

DESIGN

(AMPS)

278

280

MFS

(AMPS)

400

400

DIMENSIONS (IN)

LENGTH

252

WIDTH

72

HEIGHT

107

KW/TON

1.26

REMARKS

EXPANSION TANK SCHEDULE

CODE

(ET)

ET-ICE

GENERAL NOTES

1. TYPE: B=FULL BLADDER

2. PROVIDE 4" HOUSEKEEPING PAD BELOW UNIT.

3. FLUID CONTAINS 40% ETHYLENE GLYCOL. EXPANSION TANK COMPONENTS IN CONTACT WITH THE FLUID SHALL BE COMPATIBLE WITH GLYCOL.

REMARKS

MANUFACTURER/

MODEL NO.

AMTROL / 3000-L

SERVICE

BRINE

LOCATION

ICE PLANT

OPERATING

WEIGHT

LBS.

9,200

DESIGN PARAMETERS

SYSTEM

VOLUME

(GAL)

10,000

MIN.

TEMP (F)

10

MAX

TEMP (F)

150

OPERATING PARAMETERS

RELIEF VALVE

SETTING

(PSIG)

60

CW MU

PRV REQ'T

(PSIG)

-

TANK

CONFIG

VERTICAL

TYPE

B

TANK

VOLUME

(GAL)

792

MAX

WORKING

PRESSURE

(PSI)

150

PHYSICAL

SIZE

DIA. X LEN

48" X 118"

REMARKS

CHILLER PUMP SKID SCHEDULE (PP-ICE)

GENERAL

CODE

BWP-1

BWP-2

CWP-1

CWP-2

GENERAL NOTES

1. PROVIDE A COMPLETE PUMP PACKAGE. PUMP PACKAGE INCLUDES PUMPS, MOUNTING RAILS, VIBRATION ISOLATION, INTERIAL BASES, AND ALL PIPING TRIM FOUND ON THE DETAIL DRAWINGS. PROVIDE HEADERS ON THE SUCTION AND DISCHARGE SIDE OF EACH PUMPS WITH ALL REQUIRED

ISOLATION VALVES. SKID SHALL INCLUDE ADDITIONAL SPACE TO ACCOMMODATE A 3 BRINE AND CONDENSER WATER PUMP WITH CONNECTION FLANGE WITH ISOLATION VALVE.

2. PROVIDE MAGNETIC STARTER WITH AUXILIARY CONTACTS AND HOA SWITCH ON ALL THREE PHASE MOTORS WHERE VARIABLE FREQUENCY DRIVES ARE NOT SPECIFIED.

3. PROVIDE PREMIUM EFFICIENCY MOTORS FOR MOTORS 1 HP AND OVER PER NEMA STANDARD MG1-2003, TABLES 12-12 AND 12-13.

4. FOR PARALLEL PUMP APPLICATIONS MANUFACTURER SHALL REVIEW SINGLE PUMP OPERATON SUCH THAT PUMP CAN OPERATE AND NOT EXCEED THE END OPERATION POINT ON THE PUMP CURVE AND MOTOR HP IS PROPERLY

SELECTED TO PREVENT OVERLOADING.

5. NPSHR AT SCHEDULED OPERATING POINT SHALL NOT EXCEED 0.8*NPSHA.

6. REFER TO DRAWINGS TO DETERMINE REQUIRED PUMP ROTATION. COORDINATE WITH MECHANICAL CONTRACTOR PRIOR TO ORDERING.

7. PUMP HOUSING SHALL BE COMPLETELY INSULATED.

8. PROVIDE A SEAL FLUSH AT EACH PUMP.

REMARK NOTES

A. PARALLEL PUMP APPLICATION WITH ONE PUMP STANDBY.

B. FLUID CONTAINS 40% ETHYLENE GLYCOL. ALL PUMP COMPONENTS IN CONTACT WITH THE FLUID SHALL BE COMPATIBLE WITH GLYCOL. ADJUST STANDARD CATALOG PERFORMANCE TO ACCOUNT FOR USE OF GLYCOL.

CONTROL NOTES

I. MAINTAIN PRESSURE MEASURED ACROSS THE CHILLER EVAPORARTOR SHELL.

II. MAINTAIN PRESSURE MEASURED ACROSS THE CHILLER CONDENSER SHELL.

MANUFACTURER/

MODEL NO.

BELL & GOSSETT / E-1510 5EB

BELL & GOSSETT / E-1510 5EB

BELL & GOSSETT / E-1510 4BD

BELL & GOSSETT / E-1510 4BD

SERVICE

BRINE PUMP

BRINE PUMP

CONDENSER WATER

CONDENSER WATER

LOCATION

ICE PLANT

ICE PLANT

ICE PLANT

ICE PLANT

PUMP DATA

PUMP

TYPE

END SUCTION

END SUCTION

END SUCTION

END SUCTION

GPM

1,200

1,200

576

576

DRIVE

VFD

VFD

CV

CV

RPM

1,800

1,800

1,800

1,800

HEAD

(FT)

90

90

70

70

FLUID TEMP.

RANGE (F)

10-120

10-120

55-100

55-100

NPSHR

(FT)

14.8

14.8

7.6

7.6

IMPELLER

SIZE (IN.)

11

11

9.125

9.125

MIN.

EFF. %

82

82

84

84

ELECTRICAL

BHP

35.6

35.6

12.7

12.7

HP

40

40

15

15

VOLT

460

460

460

460

PH

3

3

3

3

HZ

60

60

60

60

FLA

45.7

45.7

18.5

18.5

CONTROLS

I

I

II

II

WEIGHT

(LBS.)

1,890

1,890

460

460

REMARKS

A,B

A,B

A

A

FAN SCHEDULE

CODE

GX-1

GX-2

GENERAL NOTES

1. DRIVE TYPE: D=DIRECT-PROVIDE RHEOSTAT SPEED CONTROLLER IN FAN HOUSING UNLESS OTHERWISE NOTED.

B=BELT-PROVIDE ADJUSTABLE SHEAVE UNLESS OTHERWISE NOTED.

VFD=VARIABLE FREQUENCY DRIVE.

2. PROVIDE MAGNETIC STARTER WITH AUXILARY CONTACTS AND HOA SWITCH ON ALL THREE PHASE UNITS.

3. PROVIDE PREMIUM EFFICIENCY MOTORS. PER NEMA STANDARD MG1-2003, TABLED 12-12, AND 12-13.

4. PROVIDE FLEXIBLE CONNECTIONS AT DUCT INLET AND OUTLET.

5. FAN SHALL MEET THE REQUIREMENT OF THE AMCA TYPE B SPARK RESISTANCE.

MOUNTING (MTG)

1. INSTALL FAN WITH HANGING VIBRATION ISOLATORS.

CONTROL (CTRL)

I. INTERLOCK WITH REFRIGERATION MONITORING SYSTEM. INTERLOCK FAN WITH ISOLATION DAMPER

II. INTERLOCAK WITH CHILLER PLANT AIR HANDING UNIT (AC-ICE) AND ISOLATION DAMPERS.

REMARK NOTES

MANUFACTURER/

MODEL NO.

GREENHECK / TCB-2-16-50

GREENHECK / TCB-1-09-3

SERVICE

ICE PLANT

ICE PLANT

LOCATION

MECH MEZZANINE

MECH MEZZANINE

WEIGHT

LBS

327

165

CFM

5,000

600

DRIVE

B

B

MOTOR

TYPE

CV

CV

FAN

RPM

2,264

1,866

ESP

("WC)

1.5

1

ELECTRICAL DATA

HP

5

1/3

BHP

4.28

0.24

VOLT

460

115

PH

3

1

HZ

60

60

FLA

7.6

7.2

MTG

1

1

CONTROL

I

II

REMARKS

PUMP SCHEDULE

GENERAL

CODE

CWP-AC1

CWP-AC2

GENERAL NOTES

1. PROVIDE MAGNETIC STARTER WITH AUXILIARY CONTACTS AND HOA SWITCH ON ALL THREE PHASE MOTORS WHERE VARIABLE FREQUENCY DRIVES ARE NOT SPECIFIED.


3. FOR PARALLEL PUMP APPLICATIONS MANUFACTURER SHALL REVIEW SINGLE PUMP OPERATON SUCH THAT PUMP CAN OPERATE AND NOT EXCEED THE END OPERATION POINT ON THE PUMP CURVE AND MOTOR HP IS PROPERLY SELECTED TO PREVENT OVERLOADING.

4. NPSHR AT SCHEDULED OPERATING POINT SHALL NOT EXCEED 0.8*NPSHA.

5. REFER TO DRAWINGS TO DETERMINE REQUIRED PUMP ROTATION. COORDINATE WITH MECHANICAL CONTRACTOR PRIOR TO ORDERING.

6. MOUNT PUMP ON 6" HOUSEKEEPING PAD.

CONTROL NOTES

I. INTERLOCK PUMP WITH WATER COOLED PACKAGE UNIT (AC-ICE)

MANUFACTURER/

MODEL NO.

BELL & GOSSETT / E-90 1AAB

BELL & GOSSETT / E-90 1AAB

SERVICE

AC-ICE

AC-ICE

LOCATION

ICE PLANT

ICE PLANT

PUMP DATA

PUMP

TYPE

IN-LINE

IN-LINE

GPM

38

38

DRIVE

CV

CV

RPM

3,600

3,600

HEAD

(FT)

70

70

FLUID TEMP.

RANGE (F)

55-100

55-100

NPSHR

(FT)

14.8

14.8

IMPELLER

SIZE (IN.)

4.75

4.75

MIN.

EFF. %

57.2

57.2

ELECTRICAL

BHP

1.58

1.58

HP

2

2

VOLT

460

460

PH

3

3

HZ

60

60

FLA

3.4

3.4

CONTROLS

I

I

WEIGHT

(LBS.)

65

65

REMARKS

A

A

PROJ. NO.

DWG. No.SCALE

DWG. TITLE

DATE PLOTTED

CHECKED

DRAWN

REVISIONS/ISSUES


DESCRIPTION DATE

1605.05-3





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Tel (212) 986 3700 Fax (212) 687 6467



Tel (310) 842 8700 Fax (310) 842 7700

Severud Associates

engineers


HARTFORD, CT



1

AS NOTED

ME

ME

M-010.00

MECHANICAL

SCHEDULES

COOLING TOWER SCHEDULE

CODE

(CT)

CT-1&2

GENERAL NOTES

1. PROVIDE PREMIUM EFFICIENCY MOTORS (FOR MOTORS 1HP AND OVER PER NEMA STANDARD MG-1 2003: TABLES 12-12, 12-13).

2. PROVIDE MAGNETIC STARTERS WITH AUXILIARY CONTACTS AND HOA SWITCH ON ALL THREE PHASE MOTORS.

3. SEE SPECIFICATIONS FOR VIBRATION ISOLATION REQUIREMENTS.

4. TOWER TO BE CTI RATED.

5. PROVIDE A VFD ON EACH FAN MOTOR. PROVIDE DIGITAL OUT, DIGITAL IN, ANALOG OUT, AND ANALOG IN COMMUNICATION WITH BMS.

6. PROVIDE TYPE 304 STAINLESS STEEL CONSTRUCTION FOR BASIN, PANELS, STRUCTURAL MEMBERS, FASTENERS, AND ALL OTHER COMPONENTS.

7. PROVIDE A VIBRATION CUTOUT SWITCH.

8. BASIN HEATERS SHALL BE PROVIDED WITH CONTROLS TO MAITIAIN 40F WATER TEMPERATURE AT -20F AMBIENT

9. PROVIDE A TOTALLY ENCLOSED FAN COOLED MOTOR.

10. PROVIDE ELECTRIC LIQUID LEVEL CONTROL INTERFACE, INCLUDING OPERATING LIQUID LEVEL, DRY CONTACT SENSOR AND DRY CONTACTS FOR HIGH AND LOW LEVEL ALARM INDICATION FOR CONNECTION TO

BUILDING AUTOMATION SYSTEM AT EACH TOWER.

11. VFD SHALL COME FACTORY MOUNTED IN A NEMA 3R ENCLOSURE. PROVIDE HEATER AND FAN WITHIN VFD ENCLOSURE.

12. PROVIDE EXTERNAL LADDERS, RAILINGS, AND INTERNAL WALKING PLATFORM.

13. SEE SPECIFICATION FOR SOUND DATA REQUIREMENTS.

REMARK NOTES

MANUFACTURER/

MODEL NO.

BAC / XES15E-1285-06FN

TYPE

INDUCED DRAFT

SERVICE

ICE CHILLER

LOCATION

ROOF

NUMBER

OF

CELLS

2

TOTAL

OPERATING

WEIGHT (LBS)

19,275

TOTAL

FLOW

GPM

630

EWT

(°F)

95

LWT

(°F)

85

DESIGN

WBT

(°F)

76.6

MAX. TOWER

PUMPING

HEAD (FT W)

10

ELECTRICAL

FAN (EACH CELL)

HP

2

VOLT

460

PH

3

HZ

60

FLA

3.4

BASIN HEATER (EACH CELL)

kW

12

VOLT

460

PH

3

HZ

60

FLA

15.2

OVERALL

DIMENSIONS

LENGTH

17'-2"

WIDTH

11'-10"

HEIGHT

10'-0"

REMARKS

STEAM SHELL AND TUBE HEAT EXCHANGER SCHEDULE

CODE

(HX)

HX-ICE

GENERAL NOTES

1. BRINE: 40% ETHYLENE GLYCOL.

2. REFER TO DETAILS AND SPECIFICATIONS FOR PIPING ARRANGEMENT AND ACCESSORIES.

3. HEAT EXCHANGER AND TANK TO BE ASSEMBLED AT THE FACTORY AND SHIPPED FULLY ASSEMBLED.

4. DELTA T = 6 DEGREES FOR HEAT EXCHANGER. OPERATING TEMPERATURE, 5 TO 150F

5. HEAT EXCHANGER SHALL BE COMPATABLE WITH THE BRINE SOLUTION AND OPERATING TEMPERATURES.

REMARK NOTES

A.

MANUFACTURER/

MODEL NO.

BELL & GOSSETT / SU-203-2

SERVICE

ICE OUT

LOCATION

MECHANICAL MEZZINE

OPERATING

WEIGHT (LBS)

1,444

MBH

3,500

TUBE SIDE

FLUID

BRINE

GPM

1,200

DELTA

T (F)

6.5

WPD

(FT)

15

NO. OF

PASSES

2

RATED

PRES. (PSI)

150

SURFACE AREA

(SQFT)

212.5

SHELL SIDE

PRESSURE

(PSIG)

5

LBS/HR

3,620

RATED

PRES. (PSI)

150

REMARKS

WATER COOLED PACKAGE UNIT SCHEDULE

CODE

(WSHP)

AC-ICE

GENERAL NOTES:

1. UNIT SHALL PROVIDE COOLING ONLY.

2. INSTALL UNITS WITH ADEQUATE CLEARANCE FOR COIL PULL, FILTER REPLACEMENT, COMPRESSOR REPAIR, AND TO FULLY OPEN ALL ACCESS DOORS. PROVIDE A MINIMUM OF 3 FEET IN FRONT OF ALL

DISCONNECTS, VFD'S, AND CONTROL PANELS. COMPLY FULLY WITH NEC.

3. PROVIDE FACTORY INSTALLED P-TRAP FOR CONDENSATE LINE. PIPE CONDENSATE PIPING TO NEAREST FLOOR DRAIN LOCATED WITHIN THE ICE PLANT.

4. PROVIDE A 5 YEAR WARRANTY ON THE COMPRESSOR.

5. REFIGERANT: R-410A.

6. PROVIDE FACTORY INSTALLED DISCONNECT SWITCH.

7. PROVIDE 2" MERV 8 FILTER.

8. ALL PIPING AND ELECTRICAL CONNECTIONS SHALL BE MADE WITH FLEXIBLE CONNECTIONS.

9. PROVIDE DUCT SMOKE DETECTORS PER CODE IN THE SUPPLY AND RETURN AIR OF ALL UNITS 2000 CFM OR GREATER. RE: SPECIFICATIONS. INITIALIZATION OF A DUCT SMOKE DETECTOR SHALL STOP RESPECTIVE

FANS AND CLOSE OUTSIDE AIR DAMPERS.

10. ALL FANS TO BE DELIVERED IN SECTIONS. ANY FURTHER REQUIRED FIELD DISASSEMBLY AND UNIT REASSEMBLY SHALL BE DONE BY THE CONTRACTOR UNDER THE SUPERVISION OF THE MANUFACTURER.

11. MOUNT UNIT ON A 4" HOUSEKEEPING PAD.

12. PROVIDE HAYES MEASUREFLOW PRESSURE INDEPENDENT BALANCING VALVE AND 2-WAY CONTROL VALVE FOR EACH UNIT.

13. PROVIDE FACTORY INSTALLED ECM MOTORS

14. PROVIDE 2-STAGE COMPRESSORS.

REMARK NOTES:

MANUFACTURER/

MODEL

CLIMATEMASTER / TC-160

AREA

SERVED

ICE PLANT

LOCATION

FLOOR

WEIGHT

(LBS)

1,069

CFM

4,900

ESP

(IN.)

0.5

COOLING CAPACITY

TOTAL

MBH

140.8

SENS

MBH

114.6

EWT

(F)

85

LWT

(F)

95

GPM

38

WPD

(FT)

11.3

EAT (F)

D.B.

77

W.B.

62

LAT (F)

D.B.

55

W.B.

55

EER

12.3

ELECTRICAL DATA

KW

13.3

VOLT

460

PH

3

HZ

60

FLA

26.5

MCA

29.3

MFS

40

DIMENSIONS (IN)

WIDTH

82

DEPTH

29

HEIGHT

70

REMARKS

GRILLE REGISTER DIFFUSER SCHEDULE

CODE

A

B

C

GENERAL NOTES

1. SEE PLANS FOR CFM AND NECK SIZES.

2. MAXIMUM NOISE CRITERIA (NC) SHALL BE 30 UNLESS OTHERWISE NOTED.

3. COLOR TO BE COORDINATED WITH ARCHITECT PRIOR TO ORDERING.

4. MATERIAL IS STEEL UNLESS OTHERWISE NOTED.

5. PROVIDE BALANCING DEVICE FOR ALL GRILLES, REGISTERS, AND DIFFUSERS UNLESS OTHERWISE NOTED. BALANCING DEVICES

SHALL BE LOCATED AS FAR FROM THE GRILLES AS POSSIBLE.

REMARKS

MANUFACTURER/

MODEL NO.

TITUS / 350 RL

TITUS / 300

TITUS / OMNI

SERVICE

RETURN/

EXHAUST

AIR

SUPPLY AIR

SUPPLY AIR

TYPE

GRILLE

GRILLE

SQUARE

ACCESSORIES

PROVIDE OPPOSED

BLADE DAMPER

WHERE NOTED

PROVIDE OPPOSED

BLADE DAMPER

WHERE NOTED

NONE

FACE SIZE

SEE DRAWINGS

SEE DRAWINGS

24X24

NECK SIZE

SEE DRAWING

SEE DRAWING

SEE DRAWINGS

FINISH

TBD BY

ARCHITECT

TBD BY

ARCHITECT

TBD BY

ARCHITECT

REMARKS

HEATING AND VENTILATING AIR HANDLING UNIT SCHEDULE

CODE

(AHU)

HV-ICE

GENERAL NOTES


2. PROVIDE FACTORY MOUNTED VFD AND DISCONNECT

3. INSTALL UNITS WITH ADEQUATE CLEARANCE FOR COIL PULL , FILTER REPLACEMENT AND TO FULLY OPEN ACCESS DOORS. PROVIDE A MINIMUM OF 3 FEET CLEARANCE IN FRONT OF DISCONNECTS SWITCHES AND CONTROL PANELS. COMPLY FULLY WITH NEC.

4. UNIT TOTAL STATIC PRESSURE SHALL INCLUDE SCHEDULED EXTERNAL STATIC PRESSURE PLUS ALL SCHEDULED INTERNAL PRESSURE DROPS. INCLUDE VALUES FOR DIRTY FILTERS.

5. PROVIDE DUCT SMOKE DETECTORS IN THE SUPPLY AND RETURN AIR OF ALL UNITS 2000 CFM OR GREATER. RE: SPECIFICATIONS. INITIALIZATION OF A DUCT SMOKE DETECTOR SHALL STOP RESPECTIVE FANS.

6. ALL UNITS TO BE DELIVERED IN SECTIONS. ANY FURTHER REQUIRED FIELD DISASSEMBLY AND UNIT REASSEMBLY SHALL BE DONE BY THE CONTRACTOR UNDER THE SUPERVISION OF THE MANUFACTURER.

7. CEILING HUNG UNIT, PROVIDE VIBRATION ISOLATION AS REQUIRED.

8. PROVIDE SINGLE POINT ELECTRICAL CONNECTION.

9. PROVIDE ACCESS DOORS ON BOTH SIDES OF UNIT.

10. PROVIDE MAGNETIC FILTER GAUGES.

11. PROVIDE FREEZE STAT PER CODE DOWNSTREAM OF HEATING COIL.

MANUFACTURER/

MODEL NO.

CARRIER / 39L10

AREA

SERVED

ICE PLANT

LOCATION

MECH MEZZANINE

WEIGHT

LBS

664

SUPPLY FAN

CFM

4,800

TYPE

LG

TSP

(IN)

1.73

ESP

(IN.)

1

HP

5

MAX

BHP

3

FAN

RPM

958

MIN. OSA

(CFM)

4800

HEATING CAPACITY (STEAM)

EAT (°F)

0

LAT (°F)

64

APD

("W.C.)

0.15

TOTAL

MBH

339

STEAM

LB/HR

354

PSI

5

COIL

ROWS

1

FINS

PER IN

9

PRE-FILTER

TYPE

MERV 8

APD ("WC)

INITIAL

0.16

FINAL

0.5

ELECTRICAL

VOLT

460

PH

3

FLA

6.5

MOCP

10

DIMENSIONS (IN)

WIDTH

57

DEPTH

58

HEIGHT

32

REMARKS

CABINET HEATER SCHEDULE (HYDRONIC)

CODE

CH-1

GENERAL NOTES

1. HEATING WATER: EWT:180 F, LWT=160F

2. UNIT SHALL BE SHIPPED WITH 2" PLEATED FILTERS.

3. PROVIDE CONTROLS TRANSFORMER. COORDINATE LOCATION WITH CONTROLS CONTRACTOR.

4. NO BMS CONNECTION OR MONITORING. PROVIDE LOCAL CONTROLS ONLY.

5. ENCLOSURE COLOR SELECTED BY ARCHITECT.

6. UNIT CONTROLLED BY WALL MOUNTED TEMPERATURE SENSOR/CONTROLLER PROVIDED BY CONTROL CONTRACTOR

7. BOTTOM INLET, TOP BAR GRILLE OUTLET

REMARK NOTES:

MANUFACTURER/

MODEL NO.

STERLING / F04

AREA SERVED

STAIR

FAN

CFM

375

ESP

(IN.)

0

HEATING COIL

EAT

(F)

40

LAT

(F)

114

MBH

30

GPM

3

ROW

1

WPD

(FT)

0.27

ELECTRICAL

VOLT

115

PH

1

DIMENSIONS

(INCHES)

W

47

H

25

D

9.5

WEIGHT

(LBS)

122

REMARKS

PROJ. NO.

DWG. No.SCALE

DWG. TITLE

DATE PLOTTED

CHECKED

DRAWN

REVISIONS/ISSUES


DESCRIPTION DATE

1605.05-3





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XL CENTER

Tel (416) 591 8999 Fax(416) 591 9087



Tel (212) 986 3700 Fax (212) 687 6467



Tel (310) 842 8700 Fax (310) 842 7700

Severud Associates

engineers


HARTFORD, CT



1

AS NOTED

ME

ME

M-011.00

MECHANICAL

SCHEDULES

GENERAL NOTES KEYNOTES

11. EXISTING SYSTEMS INFORMATION IS SHOWN FOR REFERENCE

ONLY TO CLARIFY SCOPE. CONTRACTOR SHALL FIELD VERIFY

THESE EXISTING CONDITION TO CONFIRM THE PRECISE TIE-IN

LOCATION FOR NEW WORK.

2. INTERIM RELOCATIONS OF EXISTING SYSTEMS MAY BE REQUIRED

TO ACCOMPLISH THE FINAL INDICATED SCOPE IN A STAGED

MANNER. CONTRACTOR'S SCOPE SHALL INCLUDE A PHASED

APPROACH AND ALL COSTS ASSOCIATED WITH THIS MAKE-READY

WORK. REFER TO ARCHITECTURAL PHASING PLANS.

3. DEMOLITION TO OCCUR ONLY WHEN SPACES ARE NOT OCCUPIED.

4. CUT ALL SUPPLY, RETURN, AND EXHAUST DUCTWORK AND

ASSOCIATED AT EACH POINT OF DISCONNECTION INDICATED ON

DEMOLITION PLANS.

5. WHERE DISCONNECTING DUCTWORK, CONTRACTOR SHALL

PROVIDE AN AIRTIGHT CAP AND SEAL EXISTING TO REMAIN

DUCTWORK AIRTIGHT.

6. COORDINATION DRAWINGS SHALL BE PREPARED TO ENSURE

ROUTING AVOIDS CONFLICTS WITH NEW AND EXISTING WORK.

CONTRACTOR SHALL COORDINATE WITH ALL OTHER TRADES.

7. 7. ALL WORK AFFECTING BUILDING SYSTEM OPERATION SHALL

BE COORDINATED WITH BUILDING ENGINEERING.

XX

A A.5 A.7 B

(E)10"LPS

DN

(E)10"LPS

(E)12"LPS

(R)6"CWS/R

DN

(E)6"LPS

(E)6"LPS

UP

(E)6"LPS

(E)6"LPS

UP

(E)8"LPS

EXISTING EXHAUST AIR PLENUM

..

(R)6"CWS/R

DN

(R) (2)1

1

2

" REFRIGERANT

RELIEF PIPING DN

DEMOLISH (2)1

1

2

" REFRIGERANT

RELIEF PIPING BACK TO

DISCHARGE LOCATION.

(R)62X40 (R)62X40 TAP AND PATCH

EXHAUST AIR PLENUM

(R)62X40 TAP AND PATCH

EXHAUST AIR PLENUM

(R)62X40

(R)40X62

(E

)6

0X

18

(R)54X100

(R)54X100

(R

)8

6X

60

EXISTING INTAKE AIR PLENUM

(R)56X48

(R)56X48

(R)6"CWS/R

DN


OUTSIDE AIR PLENUM

EXISTING INTAKE AIR PLENUM

(R)40X62

DEMOLISH (2) INDOOR COOLING TOWERS

(E)14"STORM

M

(E)6"LPS

UP

(

E

)

6

0

X

6

8

(E)6"LPS

(E

)8

"L

PS

(E)5"LPR

(E)4"LPR

(E)5"LPR

DN TO

PUMP

(E)V

1

(E)66X60

PROJ. NO.

DWG. No.SCALE

DWG. TITLE

DATE PLOTTED

CHECKED

DRAWN

REVISIONS/ISSUES


DESCRIPTION DATE

1605.05-3





SEAL


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12 FEB 2019

XL CENTER

Tel (416) 591 8999 Fax(416) 591 9087



Tel (212) 986 3700 Fax (212) 687 6467



Tel (310) 842 8700 Fax (310) 842 7700

Severud Associates

engineers


HARTFORD, CT



1

AS NOTED

ME

ME

M-101.00

MECHANICAL DEMO

PLAN - N.W. QUADRANT

EL.48

MECHANICAL DEMO PLAN - N.W. QUADRANT EL.48

11/8" = 1'-0"





LOCATION FOR NEW WORK.





WORK. REFER TO ARCHITECTURAL PHASING PLANS.

3. DEMOLITION TO OCCUR ONLY WHEN SPACES ARE NOT OCCUPIED.

4. CUT ALL SUPPLY, RETURN, AND EXHAUST DUCTWORK AND

ASSOCIATED AT EACH POINT OF DISCONNECTION INDICATED ON

DEMOLITION PLANS.

5. WHERE DISCONNECTING DUCTWORK, CONTRACTOR SHALL

PROVIDE AN AIRTIGHT CAP AND SEAL EXISTING TO REMAIN

DUCTWORK AIRTIGHT.




7. 7. ALL WORK AFFECTING BUILDING SYSTEM OPERATION SHALL

BE COORDINATED WITH BUILDING ENGINEERING.

XX

(E)10"LPS

DN

(E)6"LPS

UP

(E)14"LPS

(E)14"LPS

(E)6"LPS

UP

(E

)1

2"L

PS

(E)12"LPS

(E)6"CWS

(E)6"CWR

(E)6"CWS

(E)6"CWR

(R)6"CWS/R

DN


..

(R)6"CWS/R

DN

(R) (2)1

1

2

" REFRIGERANT

RELIEF PIPING DN

DEMOLISH (2)1

1

2

" REFRIGERANT

RELIEF PIPING BACK TO

DISCHARGE LOCATION.

(R)62X40 (R)62X40 TAP AND PATCH

EXHAUST AIR PLENUM


EXHAUST AIR PLENUM

(R)62X40

(R)40X62

(E

)6

0X

18

DEMOLISH (2) INDOOR COOLING TOWERS

PROJ. NO.

DWG. No.SCALE

DWG. TITLE

DATE PLOTTED

CHECKED

DRAWN

REVISIONS/ISSUES


DESCRIPTION DATE

1605.05-3





SEAL


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06 M

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FIL

EN

AM

E:

PL

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DA

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XR

EF

S:

12 FEB 2019

XL CENTER

Tel (416) 591 8999 Fax(416) 591 9087



Tel (212) 986 3700 Fax (212) 687 6467



Tel (310) 842 8700 Fax (310) 842 7700

Severud Associates

engineers


HARTFORD, CT



1

AS NOTED

ME

ME

M-102.00

MECHANICAL DEMO

PLAN - N.E. QUADRANT

EL.48

MECHANICAL DEMO PLAN - N.E. QUADRANT EL.48

11/8" = 1'-0"





LOCATION FOR NEW WORK. REFER TO DEMOLITION PLANS FOR

ADDITIONAL INFORMATION REGARDING EXISTING SYSTEMS.

EXISTING SYSTEMS NOTES ARE NOT SHOWN ON CONSTRUCTION

PLANS FOR CLARITY OF THE DRAWINGS.

2. CONTRACTOR SHALL PROVIDE CORE DRILLING AS REQUIRED FOR

NEW PIPE PENETRATIONS.




4. ALL WORK AFFECTING BUILDING SYSTEM OPERATION SHALL BE

COORDINATED WITH BUILDING ENGINEERING.

5. PIPING SHALL BE ROUTED TO AVOID IMPACTING ALL EXISTING

CEILING HEIGHTS. PROVIDE RISE AND FALLS AS NECESSARY TO

AVOID OBSTRUCTIONS, SUCH AS STRUCTURAL ELEMENTS AND

EXISTING TO REMAIN PIPING.





WORK.

7. PROVIDE FIRE/SMOKE DAMPERS AT ALL SHAFT PENETRATIONS,

MECHANICAL ROOM WALL PENETRATIONS AND RATED ASSEMBLY

PENETRATIONS. REFER TO ARCH. FOR RATED ASSEMBLY TYPES

AND LOCATIONS.

8. PROVIDE 1/2"X1/2" WIRE MESH SCREEN ON ALL OPEN DUCTS

TAPPED TO SHAFT PLENUM.

9. CONTRACTOR IS RESPONSIBLE FOR ALL CEILING REMOVALS AND

REINSTALLATIONS REQUIRED TO COMPLETE WORK. PROVIDE

CEILING TILES AS REQUIRED. CEILING TILES SHALL MATCH

EXISTING.

ADD/DEDUCT ALTERNATE: PROVIDE A PRICING ALTERNATE FOR

ROUTING THE BRINE PIPING WITHIN THE PROPOSED TRENCH.

A A.5 A.7 B

10

9.5

9.3

9

8.5

AA

(E)10"LPS

DN

(E)10"LPS

(E)6"LPS

(E)6"LPS

UP

(E)6"LPS

(E)6"LPS

UP

(E)8"LPS


(E

)6

0X

18

EXISTING INTAKE AIR PLENUMEXISTING INTAKE AIR PLENUM

(E)14"STORM

M

(E)6"LPS

UP

(

E

)

6

0

X

6

8

(E)6"LPS

(E

)8

"L

PS

(E)5"LPR

(E)4"LPR

(E)5"LPR

DN TO

PUMP

(E)V

1

(E)66X60

10"BRINE SUPPLY

& RETURN DN

10"BWS/R DN

10"BWR

10"BWS

8"CWS/R DN

8"CWS/R

UP

24X24 EA DN

8"BWR

DN

6"LPS

4"LPR

DN

HX

ICE

1

1

2

"MAKEUP WATER

SLOW CLOSING

SOLENOID VALVE

SEE PLUMBING DWG

FOR CONTINUATION.

30X18

1

8

X

3

0

24X24

30X20 EA UP

2

4

X

2

4

8"CWR

8"CWSHV

ICE

2

1

2

"L

PS

2"LPR

30

X1

8

1

1

2

"MAKUP CW

DN

6"REFRIGERATION

RELIEF UP

18X30

SA UP

12X10

OA DN

12X12

GX

1

GX

2

24

X2

4

12

X1

0

12X10

M

1

1

2

"WATER METER

WITH 1

1

2

" BYPASS

10"BWR

10"BWS

1

APPROXIMATE

LOCATION OF

PROPOSED

TRENCH ON

FLOOR BELOW.

6"REFRIGERATION

RELIEF DN

LOW LEAK MOTORIZED

DAMPERS

LOW LEAK

MOTORIZED

DAMPERS

LOW LEAK

MOTORIZED

DAMPERS

S

PROJ. NO.

DWG. No.SCALE

DWG. TITLE

DATE PLOTTED

CHECKED

DRAWN

REVISIONS/ISSUES


DESCRIPTION DATE

1605.05-3





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12 FEB 2019

XL CENTER

Tel (416) 591 8999 Fax(416) 591 9087



Tel (212) 986 3700 Fax (212) 687 6467



Tel (310) 842 8700 Fax (310) 842 7700

Severud Associates

engineers


HARTFORD, CT



1

AS NOTED

ME

ME

M-201.00

MECHANICAL PLAN -

N.W. QUADRANT EL.48

MECHANICAL PLAN - N.W. QUADRANT EL.48

11/8" = 1'-0"

(E)5"LPR UP

(E)2

1

2

"PD

UP

(R)30x6RA

(R)18x10EAD

(

R

)

1

2

x

8

E

A

D

(R)?x8EA

(E)16x16

(E)20x10

TRANSFER

DUCT

(

E

)

2

2

x

1

4

S

A

D

(

E

)

2

0

x

1

2

S

A

D

(E)

BH-16

(E

)20x12S

AD

(R

)16x8S

AD

(E)1

1

2

"BHF UP

(E)1

1

2

"BHR UP

(E

)16x10S

AD

(R)12x8SAD

(R)16x8SAD

(R

)16x8S

AD

(E)1

1

2

"BHF UP

(E)1

1

2

"BHR UP

(

E

)

1

0

x

8

(E)10x6

TF UP

(E)

BH-17

(R)10x8SADT

(R)14x8SAD

(

E

)

2

8

x

1

4

E

A

D

(

E

)

1

8

x

1

0

E

A

D

(E)STEAM

CONDENSATE

PUMP

DEMOLISH EXISTING TOILET

EXHAUST BACK TO MAIN

GENERAL NOTES

KEYNOTES

1

1. EXISTING SYSTEMS INFORMATION IS

SHOWN FOR REFERENCE ONLY TO

CLARIFY SCOPE. CONTRACTOR SHALL

FIELD VERIFY THESE EXISTING CONDITION

TO CONFIRM THE PRECISE TIE-IN

LOCATION FOR NEW WORK. REFER TO

DEMOLITION PLANS FOR ADDITIONAL

INFORMATION REGARDING EXISTING

SYSTEMS. EXISTING SYSTEMS NOTES ARE

NOT SHOWN ON CONSTRUCTION PLANS

FOR CLARITY OF THE DRAWINGS.

2. CONTRACTOR SHALL PROVIDE CORE

DRILLING AS REQUIRED FOR NEW PIPE

PENETRATIONS.

3. COORDINATION DRAWINGS SHALL BE

PREPARED TO ENSURE ROUTING AVOIDS

CONFLICTS WITH NEW AND EXISTING

WORK. CONTRACTOR SHALL COORDINATE

WITH ALL OTHER TRADES.

4. ALL WORK AFFECTING BUILDING SYSTEM

OPERATION SHALL BE COORDINATED WITH

BUILDING ENGINEERING.

5. PIPING SHALL BE ROUTED TO AVOID

IMPACTING ALL EXISTING CEILING

HEIGHTS. PROVIDE RISE AND FALLS AS

NECESSARY TO AVOID OBSTRUCTIONS,

SUCH AS STRUCTURAL ELEMENTS AND


6. INTERIM RELOCATIONS OF EXISTING

SYSTEMS MAY BE REQUIRED TO

ACCOMPLISH THE FINAL INDICATED SCOPE

IN A STAGED MANNER. CONTRACTOR'S

SCOPE SHALL INCLUDE A PHASED

APPROACH AND ALL COSTS ASSOCIATED

WITH THIS MAKE-READY WORK.

7. PROVIDE FIRE/SMOKE DAMPERS AT ALL

SHAFT PENETRATIONS, MECHANICAL

ROOM WALL PENETRATIONS AND RATED

ASSEMBLY PENETRATIONS. REFER TO

ARCH. FOR RATED ASSEMBLY TYPES AND

LOCATIONS.

8. PROVIDE 1/2"X1/2" WIRE MESH SCREEN ON

ALL OPEN DUCTS TAPPED TO SHAFT

PLENUM.

9. CONTRACTOR IS RESPONSIBLE FOR ALL

CEILING REMOVALS AND

REINSTALLATIONS REQUIRED TO

COMPLETE WORK. PROVIDE CEILING

TILES AS REQUIRED. CEILING TILES SHALL

MATCH EXISTING.

10. PROVIDE CHILLER BREAK GLASS STATION

WITH HORN/STOBE IN ACCORDANCE WITH

CODE. AT A MINIMUM, PROVIDE A BREAK

GLASS STATION AND HORN STROP WITHIN

THE CHILLER PLANT AND JUST OUTSIDE

THE ROOM AT EACH DOOR TO THE

CHILLER PLANT.

24X14 SA OPENING, EXTEND DUCTWORK

DOWN TO 12" ABOVE THE FINISHED FLOOR

AND PROVIDE WMS. 2,450 CFM

PROVIDE FLANGED CONNECTION TO

ALLOW PIPE TO BE REMOVED IN THE

FUTURE TO ALLOW FOR A FUTURE CHILLER

TO BE RIGGED.

PROVIDE FLANGED CONNECTION ABOVE

THE BOTH THE EVAPORATOR AND

CONDENSER BUNDLES TO ALLOW PIPE TO

REMOVED FOR CLEANING OF THE SHELL.

78X12 RA DUCT, EXTEND DUCTWORK UP TO

24" FROM THE UNDERSIDE OF SLAB. AND

PROVIDE WMS. PROVIDE VOLUME DAMPER

ON RETURN AND VENTILATION AIR IN THE

VERTICAL. BALANCE VENTILATION AIR

DAMPER TO 500 CFM AND THE RETURN AIR

TO 4,400 CFM.

ALL BRINE AND CONDENSER WATER PIPING

SHALL BE RACKED AT AN ELEVATION THAT

MAINTAINS ACCESS FOR A SECOND

CHILLER BEING INSTALLED AS INDICATED.

ASSUME SECOND CHILLER WILL BE THE

SAME SIZE AND THE PROPOSED.

ADD ALTERNATE: PROVIDE A PRICING

ALTERNATE FOR ROUTING THE BRINE

PIPING WITHIN THE PROPOSED TRENCH.

TEMPORARILY SUPPORT ALL EXISTING TO

REMAIN MECHANICAL, PLUMBING, AND

ELECTRICAL EQUIPMENT TO

ACCOMMODATE TRENCH.

2

3

4

5

6

PROJ. NO.

DWG. No.SCALE

DWG. TITLE

DATE PLOTTED

CHECKED

DRAWN

REVISIONS/ISSUES


DESCRIPTION DATE

1605.05-3





SEAL


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\M

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V18025.01.dw

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06 M

ar '19 - 11:01am

FIL

EN

AM

E:

PL

OT

DA

TE

:

XR

EF

S:

12 FEB 2019

XL CENTER

Tel (416) 591 8999 Fax(416) 591 9087



Tel (212) 986 3700 Fax (212) 687 6467



Tel (310) 842 8700 Fax (310) 842 7700

Severud Associates

engineers


HARTFORD, CT



1

AS NOTED

ME

ME

M-500.00

MECHANICAL ENLARGED

DEMO PLAN - FUTURE

CHILLER PLANT

MECHANICAL ENLARGED DEMO PLAN - FUTURE CHILLER PLANT

1/4" = 1' - 0"

1

(E)5"LPR UP

(E)2

1

2

"PD

UP

4"LPR UP

(E)16x16

(E)20x10

TRANSFER

DUCT

(

E

)

2

2

x

1

4

S

A

D

(

E

)

2

0

x

1

2

S

A

D

(E)

BH-16

(E

)20x12S

AD

(E)1

1

2

"BHF UP

(E)1

1

2

"BHR UP

(E

)16x10S

AD

(E)1

1

2

"BHF UP

(E)1

1

2

"BHR UP

(

E

)

1

0

x

8

(E)10x6

TF UP

(E)

BH-17

(

E

)

2

8

x

1

4

E

A

D

(

E

)

1

8

x

1

0

E

A

D

AC

ICE

CWP

1

CWP

2

BWP

1

BWP

2

24X24 EA UP

18X30 SA UP

FSD

10"BWS/R UP

8"CWS/R UP

ET

ICE

8"BWR UP

6"REFRIGERATION

RELIEF UP

10"BWS

10"BWR

8"CWS/R

10"BWS/R & 8"CWS/R

TO CHILLER

18X

20

1

1

24X

14

8"B

WR

3

2

2

CO

NT

RO

L P

AN

EL

FUTURE CHILLER

44X14

WMS

EMERGENCY

SHOWER/EYE

WASH STATION

1" TO EXPANSION

TANK

CO

NT

RO

L P

AN

EL

CH

1

4

12X10 OA UP

FSD

(E)STEAM

CONDENSATE

PUMP

5

2

1

2

"CWS

2

1

2

"CWR

CWP

AC1

CWP

AC2

PP

ICE

8x10 SAD

A

8Ø

150

A

6Ø

50

T

(2)

16x10 S

AD

750 CFM

8x6 SAD

B

26X8

750

16x10 S

AD

B

8X6

75

B

8X6

75

WMS

T

GLYCOL

MIXING

STATION

FSD

FSD

FSD

CH

1

1

"

H

W

S

/

R

S

S

S

1,500 GALLON AMMONIA

DIFFUSION TANK

6"REFRIGERATION

RELIEF

M

CONDENSER WATER

LINKED BUTTERFLY

CONTROL VALVES

BMS CONTROL

PANEL

REFRIGERANT

MONITOR

PANEL

1

1

2

"CONDENSER WATER BLOW

DOWN VALVE. PIPE DRAIN

DISCHARGE TO EXISTING DRAIN.

REMOVE GRATE TO FACILITATE

DIRECT DISCHARGE.

CONDENSER WATER

WATER TREATMENT

TS

TO BMS

GENERAL NOTES

KEYNOTES

1














PENETRATIONS.



























LOCATIONS.



PLENUM.






MATCH EXISTING.







CHILLER PLANT.







TO BE RIGGED.











TO 4,400 CFM.













ACCOMMODATE TRENCH.

2

3

4

5

6

PROJ. NO.

DWG. No.SCALE

DWG. TITLE

DATE PLOTTED

CHECKED

DRAWN

REVISIONS/ISSUES


DESCRIPTION DATE

1605.05-3





SEAL


AD

\M

ech\M

-500.00_D

V18025.01.dw

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06 M

ar '19 - 11:01am

FIL

EN

AM

E:

PL

OT

DA

TE

:

XR

EF

S:

12 FEB 2019

XL CENTER

Tel (416) 591 8999 Fax(416) 591 9087



Tel (212) 986 3700 Fax (212) 687 6467



Tel (310) 842 8700 Fax (310) 842 7700

Severud Associates

engineers


HARTFORD, CT



1

AS NOTED

ME

ME

M-501.00

MECHANICAL ENLARGED

PLAN - CHILLER PLANT

MECHANICAL ENLARGED PLAN - CHILLER PLANT

1/4" = 1' - 0"

1

(E)42X18

(E)42X18

(E)ICE MELTING

PUMP

(E)8"

(E)96x18 GR

5660 CFM

(R)ETHYLENE

GLYCOL DRUM

(E)5"

(E)3"LPS

(E)10"LPS

(E)2

1

2

"CPD

(E)60X18

(E)5"

(E)1

1

4

"

(E)2

1

2

"CPD

(E)6"

(E)6"

(E)DOMESTIC

WATER HEATER

(E)42X18

(E)2

1

2

"

(E)5"

(E)4"

(E)2"

(E)4"

(E)96x18 GR

5660 CFM

(E)SUMP

PUMPS

(R)ETHYLENE

GLYCOL

TRANSFER PUMP

ALL EQUIPMENT

AND TANKS ARE

LOCATED ON

MECHANICAL

MEZZANINE IN

THIS LOCATION.

(E

)6"

(E

)6"LP

R

(E

)6"

(E)2"

(E)1

1

4

"

(R

)1

1

2

"

TO EXISTING

DOMESTIC

COLD WATER

(R)BRINE

MIX PUMP

(R)BRINE

MIX TANK

(R)BRINE

EXPANSION

TANK

(R)10"BRINE(R)10"BRINE

(R)10"BRINE

(R)10"BRINE

(R)10"BRINE

(R)6"CWS/R

TO COOLING

TOWER

(R)6"CWS/R

TO METER

ROOM

(R)4"CW

(R)4"CW

(R)6"CW (R)6"CW

(R)6"CW

(R)4"CW

(E)10"LPS

(R)BRINE

CHILLER #1

(R)BRINE

CHILLER #2

(R)CONDENSER

WATER PUMP #1

(R)CONDENSER

WATER PUMP #2

(R)BRINE

PUMP #2

(R)BRINE

PUMP #1

(R)ICE

OUT HX

(E)ICE MELT HX

(E)SUMP

PUMPS

(E)EXHAUST

FAN (E-3)

(E)60X18

(E)60X18

(E)24X12

(R)24X16

(E)AHU

(V-3)

(E)AHU

(S-3)

(E)SA DUCT

SERVE

ROOM

(R) TWO

1

1

2

"REFRIGERANT

RELIEF PIPES

(E)MANHOLE

COVERS

(E)42X18

(E)42X18

(E)ICE MELTING

PUMP

(E)8"

(E)96x18 GR

5660 CFM

(E)5"

(E)3"LPS

(E)10"LPS

(E)2

1

2

"CPD

(E)60X18

(E)5"

(E)1

1

4

"

(E)2

1

2

"CPD

(E)6"

(E)6"

(E)DOMESTIC

WATER HEATER

(E)42X18

(E)2

1

2

"

(E)5"

(E)4"

(E)2"

(E)4"

(E)96x18 GR

5660 CFM

(E)SUMP

PUMPS

10"B

RIN

E

10"B

RIN

E

10"BRINE SUPPLY

& RETURN UP

-

ALL EQUIPMENT

AND TANKS ARE

LOCATED ON

MECHANICAL

MEZZANINE IN

THIS LOCATION.

(E

)6"

(E

)6"LP

R

(E

)6"

(E)2"

(E)1

1

4

"

(R

)1

1

2

"

TO EXISTING

DOMESTIC

COLD WATER

(E)10"LPS

(E)ICE MELT HX

(E)SUMP

PUMPS

(E)EXHAUST

FAN (E-3)

(E)60X18

(E)60X18

(E)24X12

(E)AHU

(V-3)

(E)AHU

(S-3)

(E)SA DUCT

SERVE

ROOM

(E)MANHOLE

COVERS

10"B

RIN

E

10"B

RIN

E

6

GENERAL NOTES

KEYNOTES

1














PENETRATIONS.



























LOCATIONS.



PLENUM.






MATCH EXISTING.







CHILLER PLANT.







TO BE RIGGED.











TO 4,400 CFM.













ACCOMMODATE TRENCH.

2

3

4

5

6

PROJ. NO.

DWG. No.SCALE

DWG. TITLE

DATE PLOTTED

CHECKED

DRAWN

REVISIONS/ISSUES


DESCRIPTION DATE

1605.05-3





SEAL


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ar '19 - 11:01am

FIL

EN

AM

E:

PL

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DA

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XR

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S:

12 FEB 2019

XL CENTER

Tel (416) 591 8999 Fax(416) 591 9087



Tel (212) 986 3700 Fax (212) 687 6467



Tel (310) 842 8700 Fax (310) 842 7700

Severud Associates

engineers


HARTFORD, CT



1

AS NOTED

ME

ME

M-502.00

MECHANICAL ENLARGED

PLANS - CENTRAL MER

MECHANICAL ENLARGED PLAN - CHILLER PLANT

1/4" = 1' - 0"

1

MECHANICAL DEMO ENLARGED PLAN - CHILLER PLANT

1/4" = 1' - 0"

1

GENERAL NOTES

KEYNOTES

1














PENETRATIONS.



























LOCATIONS.



PLENUM.






MATCH EXISTING.

DISCHARGE EMERGENCY MACHINERY

ROOM EXHAUST VERTICALLY UPWARDS AT

A MINIMUM OF 2,500 FPM. ADJUST DUCT

DISCHARGE DIMENSIONS AS REQUIRED TO

ACHIEVE VELOCITY. PROVIDE A DRAIN

WITH A TRAP AT THE BASE OF THE

DUCTWORK TO DRAIN ANY WATER THAT

COLLECTS. DUCTWORK ELBOW SHALL BE

AT LEAST 6' ABOVE ROOF DECK.

DISCHARGE EMERGENCY REFRIGERANT

EXHAUST PIPE AS HIGH ON THE WALL AS

POSSIBLE, A MINIMUM OF 10'-0" ABOVE

ROOF. PROVIDE 45 DEGREE MITERED END

WITH BUG SCREEN AT DISCHARGE. PIPING

SHALL BE PAINTED TO MATCH

SURROUNDINGS.

PIPE SHALL BE HEAT TRACED.

COORDINATE POWER CONNECTION AND

SENSOR LOCATION WITH ELECTRICAL

CONTRACTOR.

CONNECT 4"DRAIN TO COOLING TOWER

DRAIN AND OVERFLOW DRAIN IN THIS CELL.

2

3

4

EXISTING

SHAFT

30X20 EA DN/UP

8"CWS/R

DN/UP

6"REFRIGERATION

RELIEF DN/UP

HEAT TRACE

CONTROL PANEL

8"CWS/R

DN

8"CWS/R

DN/UP

(E)R

6

30X20 EA UP

6"REFRIGERATION

RELIEF DN

6"REFRIGERATION

RELIEF UP

EXISTING

RETURN DUCT

30X20 EA DN

30X20 EA UP

20X30

8"CWS/R

DN/UP

6"REFRIGERATION

RELIEF DN/UP

4"DR

CT

2

CT

1

4"HUB

DN

4"DR

30X20 EA DN

8"CWS/R

DN

1

4"HUB

DRAIN

6"REFRIGERATION

RELIEF DN

2

3

3

3

3

6"CWR

36"CWR

6" EQUALIZER

LINE

4

4

PROJ. NO.

DWG. No.SCALE

DWG. TITLE

DATE PLOTTED

CHECKED

DRAWN

REVISIONS/ISSUES


DESCRIPTION DATE

1605.05-3





SEAL


AD

\M

ech\M

-502.00_D

V18025.01.dw

g

06 M

ar '19 - 11:01am

FIL

EN

AM

E:

PL

OT

DA

TE

:

XR

EF

S:

12 FEB 2019

XL CENTER

Tel (416) 591 8999 Fax(416) 591 9087



Tel (212) 986 3700 Fax (212) 687 6467



Tel (310) 842 8700 Fax (310) 842 7700

Severud Associates

engineers


HARTFORD, CT



1

AS NOTED

ME

ME

M-503.00

MECHANICAL PLAN -

STAIRS

MECHANICAL PLAN - STAIRS - CONCOURSE LEVEL (LEVEL 61)

11/8" = 1'-0"

MECHANICAL PLAN - STAIRS - INTERMEDIATE (LEVEL 76 THRU 95)

21/8" = 1'-0"

MECHANICAL PLAN - STAIRS - CLUB LEVEL (LEVEL 107)

31/8" = 1'-0"

MECHANICAL PLAN - STAIRS - COOLING TOWER LEVEL (LEVEL 121)

41/8" = 1'-0"

BWP

2

CH

1

10

"B

WR

10

"B

WR

10"BWR

10"BWR

10"BWS

LEVEL 31

LEVEL 48

BWP

1

10

"B

WR

10

"B

WR

10"BWR

CHILLED WATER

DIFFERENTIAL

BYPASS

ICE PLANT & PUMP ROOM

LEVEL 61

(E) ICE FLOOR

(E)10"BWS

(E)10"BWR

10"BWR

10"BWS

BRINE WATER ONE LINE

NOT TO SCALE

CONDENSER WATER ONE LINE

NOT TO SCALE

CWP

1

CWP

2

8"C

WR

8"C

WR

8" CWR

LEVEL 31

LEVEL 48

ICE PLANT & PUMP ROOM

CH

1

8"C

WR

8"C

WR

CONDENSER WATER

LINKED BUTTERFLY

CONTROL VALVES

M

M

2"METER WITH

BYPASS

2"RPZ PIPED

TO DRAIN

2"MAKEUP WATER SLOW

CLOSING SOLENOID VALVE

(E)4"DCW

2"DCW

LEVEL 61

LEVEL76

LEVEL 95

LEVEL 107

LEVEL 121(ROOF)

8"C

WR

8"C

WS

CT

1

CT

2

6"CWS

8"CWS

M

6"CWR6"CWR

M

8"CWR

4"DR

2"DRAIN

3"OVERFLOW DRAIN

6"CWS

2"DRAIN

3"OVERFLOW DRAIN

6" EQUALIZER

LINE

PROVIDE ELECTRIC HEAT CABLE, INSULATION

AND METAL PROTECTIVE COVER FOR ALL

PIPING ABOVE THE ROOF EXCEPT FOR THE

OVERFLOW AND DRAIN PIPES DOWN STREAM

OF THE DRAIN VALVE.

4"HUB DRAIN, SEE PLUMBING

DRAWINGS FOR CONTINUATION

8"CWR

HX

ICE

M

MECHANICAL MEZZANINEMECHANICAL MEZZANINE

8"B

WR

8"BWS

M

ET

ICE

PART OF THE CHILLER PUMP SKID

PACKAGE

PP

ICE

PART OF THE CHILLER PUMP SKID

PACKAGE

PP

ICE

PROJ. NO.

DWG. No.SCALE

DWG. TITLE

DATE PLOTTED

CHECKED

DRAWN

REVISIONS/ISSUES


DESCRIPTION DATE

1605.05-3





SEAL


AD

\M

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-600.00_D

V18025.01.dw

g

06 M

ar '19 - 11:01am

FIL

EN

AM

E:

PL

OT

DA

TE

:

XR

EF

S:

12 FEB 2019

XL CENTER

Tel (416) 591 8999 Fax(416) 591 9087



Tel (212) 986 3700 Fax (212) 687 6467



Tel (310) 842 8700 Fax (310) 842 7700

Severud Associates

engineers


HARTFORD, CT



1

AS NOTED

ME

ME

M-600.00

MECHANICAL RISER

DIAGRAM

PROVIDE TRANSITION WHERE REQUIRED

TYPICAL OF INLET AND OUTLET

PROVIDE 30 DEGREE MAXIMUM DUCT

ANGLE AT TRANSITION

INLET

OUTLET

THREADED ROD TO

STRUCTURE ABOVE

BELT DRIVE MOTOR COVER

SPRING VIBRATION

ISOLATORS

(TYPICAL)

MOTORIZED

BACKDRAFT

DAMPER

(LOCATION

PER PLANS)

FLEXIBLE

CONNECTION

(TYPICAL)

INLINE FAN WITH ACOUSTICALLY

LINED HOUSING

PROVIDE ADEQUATE CLEARANCE

TO ALLOW FULL OPENING OF ACCESS

DOOR

DUCTWORK SIZES

INDICATED ON

DRAWINGS

NOTE:

INSTALL FAN WITH PROPER SERVICE CLEARANCE TO MOTOR AND DRIVE AND ALL PARTS FOR

PROPER AIR MOVEMENT AS RECOMMENDED BY THE MANUFACTURER.

A

INLINE FAN DETAIL

NO SCALE

1'-0"

DR

CWS

CWR

S

S

NOTES:

1. CONTROL/WATER REGULATING VALVES SHALL BE ON-OFF FOR FLOWS LESS THAN 6 GPM. FOR FLOWS GREATER THEN 6 GPM, THE SUPPLY SIDE

VALVE SHALL BE ON-OFF AND THE RETURN SIDE SHALL MODULATE BASED ON CONDENSER PRESSURE TO OPERATE AS A WATER REGULATING

VALVE. VALVE SHALL BE SET TO MAINTAIN MINIMUM REQUIRED FLOW AT ALL TIMES.

2. LIQUID DETECTOR SHALL SHUT DOWN UNIT AND CLOSE AUTOMATIC SUPPLY & RETURN VALVES UPON SENSING LIQUID.

3. PROVIDE STAINLESS STEEL DRIP PAN AND LIQUID DETECTORS BENEATH ALL HYDRONIC EQUIPMENT AND PIPING.

4. PROVIDE CONDENSATE PUMP FOR EACH UNIT HUNG ABOVE CEILING AND PIPE TO JANITOR CLOSET OR APPROVED LOCATION ON THIS FLOOR.

VERIFY LOCATION WITH BUILDING. CONDENSATE PUMPS SHALL BE 120V, 1PH, 60 HZ, 93W. 25 GPH @ 15' HEAD, 20' SHUTOFF HEAD, LOCATED:

A. IN EXPOSED CEILINGS: LITTLE GIANT VCMA-20ULS.

1

2

GAL TANK CAPACITY, RECEPTACLE PLUG.

B. CONCEALED ABOVE FINISHED CEILINGS: LITTLE GIANT VCC-20-P. 1.2 QT TANK CAPACITY, HARD WIRED.

5. ALL PIPE CONNECTIONS, INCLUDING CONDENSATE, SHALL BE MADE WITH FLEXIBLE, STAINLESS STEEL BRAIDED HOSE OF THE SAME SIZE AS THE

PIPE.

6. PROVIDE A DUCT SMOKE DETECTOR IN THE SUPPLY AND RETURN IN ALL UNITS 2000 CFM OR GREATER.

7. PROVIDE SEISMIC BRACING FOR ALL CEILING HUNG UNITS. PROVIDE SEISMIC ANCHORS FOR ALL FLOOR MOUNTED UNITS.

8. PROVIDE 2-WAY VALVE FOR SYSTEMS WITH VFD PUMPING OR PRESSURE DEPENDENT BYPASS. PROVIDE 3-WAY VALVES WITH BYPASS AND

BALANCING VALVE FOR SYSTEMS WITHOUT EITHER.

PACKAGED WATER

A/C OR HEAT PUMP

SPRING ISOLATOR

2" DEEP SECONDARY DRAIN PAN

SMOKE DETECTOR

SUPPLY AIR DUCT SEE PLAN

FOR SIZE AND CONT.

WATER SENSOR WIRE TO UNIT TO SHUT DOWN

OPERATION UPON SENSING OF WATER IN PAN

4" DEEP COPPER P-TRAP IF UNIT IS NOT SELF TRAPPED

FLEXIBLE PIPE CONNECTORS (TYP.). HIGH PRESSURE

STAINLESS STEEL BRAIDED HOSE.

UNION (TYP.)

THERMOMETER (TYP.)

CIRCUIT

SETTER

CHECK VALVE

BALL VALVE (TYP.)

STRAINER

MOTORIZED WATER

VALVE

PRESSURE GAUGE (TYP.)

CONTROL/WATER REGULATING VALVE

O.A. DUCT

MVD

SMOKE DETECTOR

R.A. BOOT

FILTER

AIR VENT

G

WATER SOURCE HEAT PUMP DETAIL

NO SCALE

H

TYPICAL STEAM CONVERTOR (SHELL & TUBE HEAT EXHANGGER)

NO SCALE

PITCH

3/4" SWING CHECK VALVE

(VACUUM BREAKER)

NOTE

1. MAX. AUTOMATIC CONTROL VALVE SIZE 2-1/2 INCHES. FOR STEAM FLOW RATE GREATER THAN 2-1/2 INCHES VALVE

CAPACITY, FURNISH TWO CONTROL VALVES IN PARALLEL AS INDICATED.

2. BY-PASS PIPING AROUND CONTROL VALVES TO BE ONE LINE SIZE SMALLER THAN MAIN STEAM SUPPLY LINE

UPSTREAM OF CONTROL VALVES.

3. PROVIDE PIPE UNIONS, FLANGES & ARRANGE WATER PIPING TO FACILITATE TUBE BUNDLE REMOVAL WITH MINIMUM

DISTURBANCE TO PIPING.

4. PRESSURE RELIEF VALVE SET AT 20% OVER WORKING PRESSURE.

B

END SUCTION WATER PUMP DETAIL

NO SCALE

TRIPLE DUTY VALVE

CHECK, BALANCING, AND

SHUTOFF

FLEX CONNECTION (TYP.)

PRESSURE GAUGE

WITH ISOLATION

COUPLING GUARD

END SUCTION

PUMP

INERTIA BASE

SPRING VIBRATION ISOLATORS

PUMP SUCTION

THERMOMETER

(TYP)

BUTTERFLY VALVE (TYP)

PRESSURE GAUGE

(TYP)

GAUGE ISOLATION

VALVE (TYP)

PROVIDE REDUCERS AS REQUIRED

FULL SIZE SUCTION DIFFUSER

WITH STRAINER

4" CONCRETE

HOUSEKEEPING PAD

INCREASER AS REQUIRED

NOTES:

1. CONCRETE PAD AND INERTIA BASES TO BE PROVIDED UNDER GENERAL CONSTRUCTION DIVISION OF SPECIFICATIONS.

INERTIA BASE HEIGHTS SHALL BE AS FOLLOWS UP TO 15HP=6": 15-50HP=8": 60-100HP=10": OVER 100HP=12"

2. PROVIDE SUCTION DIFFUSER WITH BASKET STRAINER IN LIEU OF INLINE Y-STRAINER

PROVIDE PRESSURE DIFFERENTIAL BYPASS VALVE

LOCATE ACROSS SUPPLY AND RETURN MAINS WHERE

MULTIPLE PUMPS ARE PROVIDED

PUMP DISCHARGE

SPRING TYPE VIBRATION ISOLATOR (TYP)

BASE TO BE SHIMMED

LEVELED, BOLTED AND

GROUTED TO INERTIA BASE

COMBINE CASING, SEAL LEAK-OFF & BEDPLATE

DRAINS & EXTEND TO FLOOR DRAIN

SUPPORT PIPE WELD TO ELBOW

HEEL AND BASE PLATE

VENT VALVE

FLUSHING WATER TO

PUMP MECHANICAL SEALS

PRESSURE GAUGE WITH

STOP COCK (TYP)

CONICAL

SEDIMENT

SEPARATOR

FROM DISCHARGE

SIDE OF PUMP

BLOW OFF

VALVE

TO SUCTION SIDE OF PUMP

D

PIPING ASSEMBLY FOR EXTERNALLY FLUSHED MECHANICAL SEALS PUMPS

NO SCALE

DUCT LINER

METAL FASTENERS

12" O.C. MAX. (TYP.)

NOT MORE THAN 2" FROM

EDGE OF LINER

GALVANIZED SHEET

METAL DUCT

ALL ENDS OF LINER TO BE COATED

WITH ADHESIVE. ENDS OF LINER SHALL

BE BUTTED FIRMLY TOGETHER AND

TAPED OVER.

GALVANIZED SHEET

METAL DUCT

TOP AND BOTTOM SECTION

OF LINER SHALL OVERLAP

THE SIDES

DUCT LINER

LINER TO BE ADHERED TO

DUCT WITH 100% ADHESIVE

F

DUCT LINER DETAIL

NO SCALE

E

CHILLER CONNECTIONS DETAIL

NO SCALE

1" DRAIN VALVE AND CAP

CHILLERAIR VENT

(TYP.)

P&T TAP (TYP.)

BALANCING VALVE (TYP.)


CWR

(OUT)

STRAINER WITH BLOW OFF

VALVE AND 1"Ø HOSE

ADAPTER

BUTTERFLY VALVE (TYP.)

THERMOMETER (TYP.)

CWS

(IN)

BWR

(IN)

BWS

(OUT)

AUTOMATIC MODULATING

ISOLATION VALVE (TYP).

PROVIDE BMS CONTROL

CONNECTION & POWER AS

REQUIRED

T P

T P

BMS CONNECTED FLOW

MEASURING STATION

T P

P T

BMS CONNECTED

PRESSURE AND

TEMPERATURE SENSOR

(TYP.)

CHILLER BASE RAIL SYSTEM

END SUCTION PUMPS

I

HEATING AND VENTILATING UNIT DETAIL

NO SCALE

~

~

~

~

S

S

NOTES:

1. LIQUID DETECTOR SHALL BE WIRED TO SHUT DOWN UNIT AND CLOSE AUTOMATIC SUPPLY & RETURN VALVES UPON SENSING LIQUID.

2. PROVIDE STAINLESS STEEL DRIP PAN AND LIQUID DETECTORS BENEATH ALL HYDRONIC EQUIPMENT AND PIPING.

3. ALL PIPE CONNECTIONS SHALL BE MADE WITH FLEXIBLE, METAL BREADED HOSE OF THE SAME SIZE AS THE PIPE.

4. PROVIDE A DUCT SMOKE DETECTOR IN THE SUPPLY AND RETURN IN ALL UNITS 2000 CFM OR GREATER.

5. WHERE UNITS UTILIZE A PLENUM RETURN, PROVIDE EACH TERMINAL UNIT WITH A FIRE ALARM RELAY FOR FAN SHUTDOWN.

FLEX CONNECTION IF DUCTED RETURN

HANGER RODS WITH SPRING

ISOLATORS. TYPICAL.

SUPPORT UNIT IN

ACCORDANCE W/ MFG.

RECOMMENDATIONS. (TYP.)

FANCOIL

FLEXIBLE CONNECTION

30 DEGREE MAXIMUM.

SUPPLY DUCT

WITH 1" LINER

SECONDARY DRAIN PAN

LIQUIDS DETECTOR

REFER TO COIL PIPING

DETAIL (TYP)

SMOKE DETECTOR

SEE NOTE BELOW

(TYP.)

RETURN

AIR WITH

1" LINER

CONTROL

CABINET

NOTE:

1. PROVIDE ANGLE IRON OR UNISTRUT SUPPORTS FROM FLOOR FOR ALL INLINE PUMPS 7

1

2

HP & LARGER. SMALLER PUMPS MAY BE

SUPPORTED FROM STRUCTURE ABOVE. PUMPS MUST BE SUPPORTED WITH VIBRATION ISOLATORS. PROVIDE LAYOUT AND

SUPPORT DETAILS FOR APPROVAL.

2. VALVES SHALL BE THE SAME SIZE AS PIPE, REDUCE AS REQUIRED TO PUMP CONNECTIONS.

3. FOR PUMPS OVER 1 HP: PUMP & PIPE WITHIN 20' SHALL BE SUPPORTED FROM SPRING ISOLATORS.

4. SUBSTITUTE BALL VALVES FOR BUTTERFLY VALVES FOR ALL PIPING 2" AND SMALLER.

LIFTING EYES

BUTTERFLY VALVE (3" AND LARGER) BALL

VALVE (2

1

2

" AND SMALLER W/LEVER

HANDLE. (VALVE NOT NEEDED IF

BALANCING VALVE IS RATED FOR

BUBBLE SHUT OFF)

INLINE PUMP

STRAINER HOSE

END DRAIN VALVE

PRESSURE GAUGE

(TYP)

TEMP GAUGE (TYP)

PROVIDE TRIPLE DUTY VALVE OR

BALANCING VALVE W/ MEMORY

STOP AND CHECK VALVE

FLEX

CONNECTION

(TYP)

C

IN-LINE PUMP DETAIL

NO SCALE

PROJ. NO.

DWG. No.SCALE

DWG. TITLE

DATE PLOTTED

CHECKED

DRAWN

REVISIONS/ISSUES


DESCRIPTION DATE

1605.05-3





SEAL


AD

\M

ech\M

-700.00_D

V18025.01.dw

g

06 M

ar '19 - 11:01am

FIL

EN

AM

E:

PL

OT

DA

TE

:

XR

EF

S:

12 FEB 2019

XL CENTER

Tel (416) 591 8999 Fax(416) 591 9087



Tel (212) 986 3700 Fax (212) 687 6467



Tel (310) 842 8700 Fax (310) 842 7700

Severud Associates

engineers


HARTFORD, CT



1

AS NOTED

ME

ME

M-700.00

MECHANICAL DETAILS I

PIPE

INSULATION

STEEL BAND SWABBED

WITH TAR

STEEL CAP

STAINLESS STEEL

FLASHING

ROOF

1"PIPE SLEEVE

D

DETAIL OF INSULATED PIPE THRU ROOF

NO SCALE

CONTINUOUS WELD

ALL AROUND

PIPE

STEEL CAP

STAINLESS STEEL

FLASHING

ROOF

PIPE SLEEVE 1"

C

DETAIL OF UNINSULATED PIPE THRU ROOF

NO SCALE

4" MINIMUM

NOTE:

THIS DETAIL REFERS TO PIPES BEING INSTALLED

THROUGH EXISTING FLOOR SLABS USING A CORE DRILL.

SLAB THICKNESS SHALL BE CONFIRMED BY CORE

DRILLING THROUGH THE SLAB FOR THE RISER BEFORE

DRILLING FOR SLEEVE.

PIPE RISER

SPECIFIED INSULATION

OVER PIPE CLAMP

PIPE CLAMP

PROVIDE WATERPROOF

NON-SHRINK GROUT #5000

BY PLUMBING

CONTRACTOR

PACK VOID TIGHTLY W/

APPROVED FIRE SEALANT AND

SEAL ENDS WITH WATERPROOF

MASTIC, SEE SPEC.

EPOXY COATING

WATER PROOFING

2"

MINIMUM 4"

IPS SCH 40 PIPE SLEEVE

SIZED FOR MIN 1/2"

ANNULUS

CHROME PLATED

ESCUTCHEON PLATE

ON EXPOSED PIPES

E

DETAIL OF PIPE THRU EXISTING FLOOR SLAB

NO SCALE

NOTE: OMIT ESCUTCHEON PLATES

FOR CONCEALED PIPES.

METAL STUD CHANNEL FRAME AROUND

16 GAGE PIPE SLEEVE

PIPE


STUD WALL POSITIVE ACTING CHROME

PLATED ESCUTCHEON PLATES

F

DETAIL OF PIPE THRU STUD WALL

NO SCALE

FLOOR OR WALL ASSEMBLY - MIN 4-1/2" THICK LIGHTWEIGHT OR NORMAL WEIGHT

CONCRETE FLOOR OR 5-1/2" WALL OR CMU BLOCK WALL. THE MAX OPENING DIAMETER

IS 8". THE MAX ANNULAR SPACE IS 3/4".

PIPE INSULATION - NOMINAL 1" THICK, OR THINNER, FIBERGLASS OR MINERAL WOOL

PIPE INSULATION.

METALLIC PIPE OF CONDUIT - MAX NOMINAL 4" DIAMETER, SCH. 5 OR HEAVIER STEEL

OR CAST IRON PIPE.

FORMING MATERIAL - TIGHTLY PACK MIN 4PCF MINERAL WOOL BATT INSULATION TO

FILL THE ANNULAR SPACE TO A MIN 3-1/2" DEPTH, AND RECESS 1" FROM THE TOP

SURFACE OF THE FLOOR OR FROM BOTH SURFACES OF THE WALL.

NELSON FSP PUTTY - APPLY OVER THE FORMING MATERIAL TO A MIN DEPTH OF 1",

FLUSH WITH THE TOP SURFACE OF THE FLOOR OR WITH BOTH SURFACES OF THE

WALL WITH AN ADDITIONAL 3/4" CROWN AROUND THE PIPE WHERE IT PENETRATES

THE FLOOR OR WALL.

F RATING 2 HR.

T RATING 0 HR.

WALL

FORMING MATERIAL

PUTTY

PIPE INSULATION

PIPE INSULATION

PIPE

PIPE

FORMING MATERIAL

FLOOR

PUTTY

1

2

3

4

5

G

CONCRETE FLOOR OR WALL INSULATED METALLIC PIPE FIRE STOPPING DETAIL

NO SCALE

2H

2H

L

C

W

H

W

10

5, 6

8

4

PIPE SIZE (IN.)

W W

14

12

ANCHOR TO ANCHOR EXPANSION, (INCHES)

2

4 6 8 10 12

H

H H

W

WW

H

HH

2

3 3.5

4

6 7

4.5

54

9

108

3

4 5

6

8 10

6

75.5

12

1411

3.5

5 6

7

10 12

7.5

86.5

15

1613

4

5.5 6.5

8

11 13

8.5

97.5

17

1815

5

6.5 8

10

13 16

10

119

20

2218

5.5

7.5 9

11

15 18

12

1310.5

24

2621

6

8.5 10

12

17 20

13

1411.5

H

2823

6.5

9 11

13

18 22

14

15.512.5

28

3125

7

9.5 11.5

14

19 23

15

1613

30

3226

PIPING MAINS

MOMENT GUIDES

ANCHOR ON PIPE RUN

ANCHOR

MOMENT GUIDES

LONG RADIUS

WELDING FITTINGS

3

4

, 1, 1

1

4

1

1

2

, 2

2

1

2

, 3

A

EXPANSION LOOP DETAIL FOR BUILDING EXPANSION JOINTS

NO SCALE

B

DRAIN VALVE CONNECTION

NO SCALE

TYPICAL WATER PIPING

REDUCER, IF REQUIRED

3/4" GATE VALVE

ADAPTER TO 3/4" HOSE

THREAD PROVIDE HOSE

CAP NUT

ELEVATION

THREADED PIPING

ELEVATION

WELDED PIPING

NOTES:

1. PROVIDE DRAIN VALVES AT LOW POINTS OF WATER SYSTEM.

2. WHERE SCALE POCKETS ARE SHOWN ON PIPE RISER DIAGRAMS AND/OR

PLANS LOCATE DRAIN AT BOTTOM OF SCALE POCKET.

4"

1 1/2"

1 1/2"

1 1/2"

1

4

"

NEOPRENE INSULATION CARRIED

TO WALL

PIPE

STANDARD BLACK

STEEL PIPE SLEEVE

OAKUM PACKED

1

1

2

" x

1

4

" SEAL RING

TAMPED LEAD

CAULING COMPOUND

H

WATERPROOF SLEEVE

NO SCALE

PROJ. NO.

DWG. No.SCALE

DWG. TITLE

DATE PLOTTED

CHECKED

DRAWN

REVISIONS/ISSUES


DESCRIPTION DATE

1605.05-3





SEAL


AD

\M

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-700.00_D

V18025.01.dw

g

06 M

ar '19 - 11:01am

FIL

EN

AM

E:

PL

OT

DA

TE

:

XR

EF

S:

12 FEB 2019

XL CENTER

Tel (416) 591 8999 Fax(416) 591 9087



Tel (212) 986 3700 Fax (212) 687 6467



Tel (310) 842 8700 Fax (310) 842 7700

Severud Associates

engineers


HARTFORD, CT



1

AS NOTED

ME

ME

M-701.00

MECHANICAL DETAILS II

AIR VENT

TO FLOOR DRAIN

COLD WATER

FILL

TO FLOOR DRAIN

P

SERVICE VALVE

PRESSURE REDUCING

VALVE W/ CHECK, OR

EQUAL

AIR SEPARATOR

PRESSURE GAUGE

EXPANSION TANK SEE

EXPANSION TANK PIPING DETAIL

I

AIR SEPARATOR PIPING DETAIL

NO SCALE

WOOD NAILER

PREFABRICATED CURB

FLASHING

BASE PLATE

COUNTER FLASHING

ROOF DECK

H

FLASHED ROOF EQUIPMENT CURB

NO SCALE

1. INSTALL MANUAL AIR VENT AT ALL HIGH POINTS WHERE FLOW CHANGES DIRECTION. INSTALL

AUTOMATIC AIR VENT TO PIPING WHICH INSTALLED IN EXPOSED AREA INCLUDING FAN ROOM AND

MECHANICAL ROOM.

2. INSTALL HOSE VALVE (SPECIFIED GAUGE COCK) 5'-0" ABOVE FLOOR. LOCATION TO BE

COORDINATED WITH ARCHITECT.

3. WELDED PIPE FITTING SHOWN. SCREWED FITTING SIMILAR.

AUTOMATIC AIR VENT

SEE NOTE 2

1/4" COPPER TUBING

REDUCER

AUTOMATICMANUAL

1

2

" VENT PIPE

TO FLOOR DRAIN

NOTES:

4 PIPE

DIAMETERS

(18"MAX)

4 PIPE

DIAMETERS

(18"MAX)

HIGHEST POINT

IN SYSTEMHIGHEST POINT

IN SYSTEM

A

AIR VENT DETAILS

NO SCALE

PIPE & DUCT PARALLEL

TO JOISTS

PIPE & DUCT PERPENDICULAR

TO JOISTS

4 x 3 x

1

4

STEEL CONT.

CONN. TO JOISTS AT

PANEL POINT

JOIST

WELDED

4 x 3 x

1

4

STEEL

BOLTS

(TYP.)

1" x

1

8

" GALV.

STEEL STRAP FOR

UP TO 8 SQ. FT.

IN AREA AND 47"

WIDTH MAX.

DUCTWORK SUPPORT

WELDED

3

8

" DIA HANGER

ROD FOR OVER 8

SQ. FT. IN AREA

AND OVER 47" WIDE

DUCTWORK SUPPORT

HANGER RODS

FOR PIPING

SUPPORT

1" x

1

8

" GALV.

STEEL STRAP FOR

UP TO 8 SQ. FT.

IN AREA AND 47"

WIDTH MAX.

DUCTWORK SUPPORT

4 x 3 x

1

4

STEEL

BOLTS (TYP.)

C

DUCT AND PIPE SUPPORT FROM OPEN WEB TRUSS

NO SCALE

B

HANGER FASTENED TO STRUCTURE DETAIL

NO SCALE

CONC. DECK

ROD COUPLING, IF

REQUIRED

(TYP.)

HILTI CONCRETE

ANCHOR

SUPPORT

BEAM

T.B. CLAMP

ROD TO

DUCT

ROD TO

DUCT

STRAP

HANGER

TO DUCT

HILTI CONCRETE

FASTENER

3/16

A

A

FINISH FLOOR

RISER PIPE

SECURE TO

PIPE

HEAVY DUTY PIPE

CLAMP SIZED FOR

LOADS TAC WELD TO

STEEL PLATE

3/8" THICK LOAD

BEARING PLATE

(WELD TO CLAMP)

TYPE 'PN'

NEOPRENE

ISOLATOR PAD

WELD PLATE TO ONE SIDE

OF CLAMP ONLY

SECTION A-A

D

RISER ISOLATION SUPPORT

NO SCALE

SPRING (SELECT ISOLATOR SIZE FOR 1"

DEFLECTION AT WEIGHT OF FULL PIPE

BORNE BY HANGER)

STD NEOPRENE GROMMET

AFTER INSULATION, RELEASE NUT BELOW

WASHER TO ALLOW SPRING TO ACT FREELY

INSTALL CALCIUM SILICATE OR HI-LO BLOCKS

WHERE PIPING IS INSULATED

DOUBLE DEFLECTION STD

NEOPRENE ELEMENT

(N) ADJUSTABLE, 30°

SWING

SPRING AND NEOPRENE IN

SHEAR VIBRATION

ISOLATOR

THREADED ROD

PIPE HANGERS

PIPING

1" SCRIM FACED

FIBERGLASS OR 1/2"

CLOSED CELL FOAM

INSULATION STRIP

BETWEEN BEARING AREA

OF PIPE AND PIPE HANGER

(BARE PIPES ONLY)

E

VIBRATION ISOLATION HANGER DETAIL

NO SCALE

INSULATION PIPE

CHANNEL

EQUIP. CURB

PLATED ROD

ROLLER CHAIR

SADDLE WASHER

LOAD BEARING CALCIUM SILICATE OR HILO

BLOCK INSULATION AT ALL HANGER

POINTS

F

ROOF PIPE SUPPORT

NO SCALE

INSULATION

PIPE

HANGER ROD

SEMI-CYLINDRICAL GALVANIZED IRON

SHIELD. FOR HOT PIPES 2-1/2" & OVER,

USE PROTECTIVE SADDLE


BLOCK INSULATION AT ALL HANGER POINTS

ANGLE IRON

TRAPEZE HANGER

INSULATION SHIELDPIPE

HANGER ROD

VIBRATION

ELIMINATORS

WHERE

REQUIRED

(SEE H&V

SPECIFICATIONS)

CLEVIS HANGER

VIBRATION ELIMINATORS

WHERE REQUIRED (SEE

H&V SPECIFICATIONS)

INSULATION

SEMI-CYLINDRICAL GALVANIZED IRON

SHIELD.FOR HOT PIPES 2-1/2" & OVER,


LOAD BEARING CALCIUM SILICATE

OR HILO BLOCK INSULATION AT ALL

HANGER POINTS

CLEVIS HANGER-INSULATED PIPES

INSULATION SHIELD

SEMI-CYLINDRICAL

GALVANIZED IRON

SHIELD. FOR HOT PIPES

2-1/2" & OVER, USE

PROTECTIVE SADDLE

VIBRATION ELIMINATORS

WHERE REQUIRED (SEE

H&V SPECIFICATIONS)

LOAD BEARING CALCIUM

SILICATE OR HILO BLOCK

INSULATION AT ALL HANGER

POINTS

CLEVIS ROLLER HANGER

INSULATION SHIELD

G

PIPE HANGER DETAIL

NO SCALE

PROJ. NO.

DWG. No.SCALE

DWG. TITLE

DATE PLOTTED

CHECKED

DRAWN

REVISIONS/ISSUES


DESCRIPTION DATE

1605.05-3





SEAL


AD

\M

ech\M

-700.00_D

V18025.01.dw

g

06 M

ar '19 - 11:01am

FIL

EN

AM

E:

PL

OT

DA

TE

:

XR

EF

S:

12 FEB 2019

XL CENTER

Tel (416) 591 8999 Fax(416) 591 9087



Tel (212) 986 3700 Fax (212) 687 6467



Tel (310) 842 8700 Fax (310) 842 7700

Severud Associates

engineers


HARTFORD, CT



1

AS NOTED

ME

ME

M-702.00

MECHANICAL DETAILS III

HANGER STRAPS OR RODS

MAX DUCT

DIA. (IN.)

QUANTITY/SIZE

(IN.)

MAX LOAD

(LBS.)

MAX SPACING

(FT.)

26

ONE 1 X 22

GA STRAP

260

12

12

420

ONE 1 X 18

GA STRAP

36

12

700

ONE 1 X 16

GA STRAP

50

12

1,320

TWO

3

8

DIA

RODS

60

12

2,500

TWO

1

2

DIA.

RODS

84

HANGER

RODS

OVER 50" DIA.

BAND

LOAD RATED

FASTENERS

50" DIA. & UNDER

BAND OF SAME SIZE

AS HANGER STRAP

H

ROUND DUCT HANGING DETAIL

NO SCALE

DUCT

DUCT

UP TO 8 SQ.FT. IN AREA

AND 47" WIDTH MAX.

OVER 8 SQ.FT. IN AREA

AND OVER 47" WIDE

NOTE:

1. PROVIDE WHEN NO SEISMIC REQUIREMENT. SEE

SPECIFICATIONS SECTION 23 05 49.

FOR DUCTS FROM 48"-60" WIDE 1 1/4" x 1 1/4" x

1/4" ANGLES 4'-0" O.C.

FOR DUCTS FROM 61"-90" WIDE 1 1/2" x 1 1/2" x

1/4" ANGLES 4'-0" O.C.

HANGERS SHALL BE PLACED ON

BOTH SIDES OF DUCT AND

SPACED 6'-0" O.C.

1" x 1/8" GALVANIZED

STEEL FLATS

1/4" DIA. RIVETS OR BOLTS

TURN STEEL FLATS 3"

UNDER

SHEETMETAL

SCREWS

6" O.C.

LOCKNUT

3/8" DIA. HANGER RODS 4'-0" O.C.

G

METHOD OF SUPPORTING DUCTS

NO SCALE

15° MAX.

DIM

.

"D

"

30° MAX.

2/3

"D

"

MIN

.

12" MIN.

TYPICAL OBSTRUCTION TO DUCT PATHROUND OR RECTANGULAR DUCT, TYPICAL

TYPICAL OBSTRUCTION TO DUCT PATH DO NOT TRANSITION DUCT TO SIDE, TYPICAL

DEPRESSED DUCT (SEE ELEVATION VIEW)

AIR FLOW

ELEVATION VIEW

DUCT DIM.

(SEE PLAN)

TRANS.

DN.

TRANS.

UP

PLAN VIEW

D

DUCT "VENTURI" DEPRESSION DETAIL

NO SCALE

W

45

L

AIR FLOW

REMOTE CEILING OPERATOR WHERE

DAMPER IS INACCESIBLE

VOLUME DAMPER PROVIDE

CONCEALED CEILING DAMPER

REGULATOR

NOTE:

L=1/4 W (4" MIN.)

NOTE:

DAMPERS SHOULD NOT BE

INSTALLED CLOSER THAN TWO

DUCT WIDTHS TO ELBOWS OR

INTERSECTIONS

E

BRANCH DUCT TAKE-OFF DETAIL

NO SCALE

WALL RATING DAMPER RATING

4 HOUR 3 HOUR

3 HOUR 3 HOUR

2 HOUR

1

1

2

HOUR

1 HOUR

1

1

2

HOUR

S

5' MAX

DUCT DIMENSION SLEEVE GAUGE

ABOVE 12 SF18

12 SF AND SMALLER20

NOTES:

REFER TO FIRE/SMOKE DAMPER MANUFACTURER'S INSTALLATION DETAILS. CONFORM

TO MOST STRINGENT REQUIREMENT IF THIS DETAIL CONFLICTS WITH UL LISTING

INSTALLATION INSTRUCTIONS.

DUCT

FIRESTAT

NEGATOR SPRING

CAULKING

MATERIAL

DAMPER

FRAME

PERIMETER ANGLES

FASTENED TO COLLAR

FASTEN DAMPER TO

SLEEVE WITH MINIMUM

NO. 8 BOLTS 12" ON

CENTER

ACCESS DOOR SIZED LARGE ENOUGH FOR

MAINTENANCE AND RESETTINGMINIMUM SIZE

OF 18X14. FOR SMALLER DUCTS, PROVIDE

ACCESS DOORS 2" SMALLER THAN DUCT

SLEEVE

OPERATOR/

ACTUATOR

AUXILIARY

OPERATING

JACK SHAFT

FUSIBLE ROD

UL LISTED SMOKE DETECTOR.

LISTED FOR AIR VELOCITY,

TEMPERATURE AND HUMIDITY

AT INSTALLATION LOCATION

INSTALL WITHIN 5' AT DAMPER

APPROVED-TYPE BREAKWAY

DUCT CONNECTION (TYP.)

DAMPER TO BE SECURED TO

1

8

" X

1

8

" COLLAR WITH

1/8" ROUND NUTS AND BOLTS OR WELDING IN MNTG. HOLES

PROVIDED OR NO. 10 SHEET METAL 8" O.C. OR 3/16" STEEL POP

RIVETS

MAINTAIN CLEARANCE IN

ACCORDANCE WITH UL 555

STANDARD.

U.L. 555 & 555S LISTED

U.M. FIRE/SMOKE DAMPER

U.N. WITH NYC MEA NUMBER

I

COMBINATION FIRE/SMOKE DAMPER DETAIL

NO SCALE

EXTRUDED SILICON RUBBER SEAL AT

BLADE EDGE

STAINLESS STEEL SPRING JAMB SEAL

ASSIST BLADE LINKAGE AS REQUIRED

1/2"Ø PINLOCK ROD WITH

DOUBLE-SCALED BEARINGS

EXTRUDED STOP AT TOP AND BOTTOM

7/8"

5"

CLOSED BLADE DETAIL

(NOTE OVERLAP OF BLADES)

C

OPPOSED BLADE DAMPER DETAIL

NO SCALE

A

CABINET HEATER

NO SCALE

FAN COIL UNIT

CONTROL VALVE

BALANCING VALVE

P&T TAP

AIR VENT

CABINET HEATER UNIT ENCLOSURE

FAN SPEED CONTROLS

ELECTRICAL JUNCTION BOX

HWR

HWS

DRAIN

C

L

r

SEAL METAL JOINTS WITH SEALER

CONICAL SPIN-IN DUCT FITTING

WITH MANUAL LOCKING

QUADRANT. PROVIDE FIELD

INSTALLED INSULATION, HANDLE

AND MECHANISM SHALL REMAIN

FREE TO OPERATE

ALL TURNS SHALL BE A MIN.

OF r= 1.5D. PROVIDE A

MAXIMUM OF 135 DEG TOTAL

FIBERFREE HOSPITAL

GRADE INSULATION WITH

VAPOR BARRIER

CEILING

IF REQUIRED, FIELD FABRICATE

END SEAL USING TAPE

PROVE A MIN. OF 3 DUCT

DIAMETERS (D) STRAIGHT DUCT

UPSTREAM OF DIFFUSER NECK.

NO FLEXIBLE DUCTWORK SHALL

BE USED

DIFFUSER

FACE STYLE PER

SCHEDULE

F

CEILING DIFFUSER DETAIL (HARD DUCT)

NO SCALE

45°

OUTSIDE

INSIDE

EXT. WALL

22 GA. GALV. FLASHING

G.I. LOCK

GALV. SHEET METAL

DUCT WORK

DUCT INSULATION

SOLDERED CORNERS AND

SEAMS ON FLASHING

SHEET METAL SCREWS

APPROX. 12"ON CENTERS

(TYPICAL)

B

EXTERIOR WALL PENETRATION DETAIL

NO SCALE

PROJ. NO.

DWG. No.SCALE

DWG. TITLE

DATE PLOTTED

CHECKED

DRAWN

REVISIONS/ISSUES


DESCRIPTION DATE

1605.05-3





SEAL


AD

\M

ech\M

-700.00_D

V18025.01.dw

g

06 M

ar '19 - 11:01am

FIL

EN

AM

E:

PL

OT

DA

TE

:

XR

EF

S:

12 FEB 2019

XL CENTER

Tel (416) 591 8999 Fax(416) 591 9087



Tel (212) 986 3700 Fax (212) 687 6467



Tel (310) 842 8700 Fax (310) 842 7700

Severud Associates

engineers


HARTFORD, CT



1

AS NOTED

ME

ME

M-703.00

MECHANICAL DETAILS IV

L

P

S

L

P

C

R

A

3/4"

A BLPS

1" & 1¼"

1½" & 2"

2½" & 3"

4" & 5"

6" & 8"

10" & 12"

14" & 16"4"

4"

3"

3"

SAME

SIZE

AS LPS

3/4"

3/4"

1"

1¼"

1½"

1½"

2"

2"

TRAP CAPACITY

LB / HR

30

60

90

180

360

1800

1200

700

PIPE SIZES

NOTE:

1. PROVIDE THIS PIPING ARRANGEMENT WHERE LOW

PRESSURE TRAPS ARE REQUIRED.

2. OMIT CHECK VALVE WHERE FLOW IS BY GRAVITY TO

LPCR.

B

SHUT OFF VALVE

CHECK VALVE

F & T TRAP

1

2

"DRAIN WITH CAP

STRAINER WITH BLOW-OFF VALVE

B

12" MINIMUM

6" MINIMUM

A

LOW PRESSURE (<15 PSI) STEAM DRIP ASSEMBLY

NO SCALE

LPS

LPR

STEAM COIL

VACUUM BREAKER AND

AIR VENT

CONTROL VALVE

ECCENTRIC REDUCER

UNION

TAKE-OFF TOP OF MAIN

ISOLATION VALVE, TYP.

STRAINER INSTALL WITH Y

BRANCH HORIZONTAL

THERMODYNAMIC TRAP

FLOAT AND THERMOSTATIC TRAP

MIN. 2'

MIN 6"

B

LOW PRESSURE STEAM COIL CONNECTION DETAIL

NO SCALE

S SS

S

M

VALVED

OUTLET

MINIMUM

1" AIR GAP

ETHYLENE GLYCOL

SOLUTION HOLDING

TANK

MANUAL

VALVE

BALANCING VALVE

SIMPLEX MAKE-UP

PUMP ASSEMBLY

OVERFLOW TO

NEAREST DRAIN

TANK FLOAT SWITCH

TO OPEN & CLOSE

C.W. WATER MAKE

UP SOLENOID VALVE

FUNNEL

PRESSURE SWITCH

FOR MAKE-UP

PRESSURE SWITCH

FOR HI/LO ALARMS

SHUT OFF

VALVE

SYSTEM ISOLATION

VALVE FOR

MAINTENANCE

EXPANSION LINE

PRESSURE

GAUGE

SPRING LOADED

RELIEF VALVE

RUN TO NEAREST

FLOOR DRAIN

FINISHED FLOOR

4" HIGH CONCRETE

HOUSEKEEPING PAD

ACCESS

OPENING

MECHANICAL PLUMBING

AUTOMATIC MAKE-UP WATER PRV

VALVE. SETPOINT DETERMINED BASE

ON SYSTEM PRESSURE.

BALL VALVE

TO FLOOR DRAIN

REDUCED PRESSURE

BACKFLOW PREVENTER

CW MAKE UP

D

DIAPHRAGM EXPANSION TANK WITH MAKE-UP PUMP AND GLYCOL TANK DETAIL

NO SCALE

115 V 1Ø,

60HZ

CORPORATION STOP (TYP)

CONDUCTIVITY CONTROLLER

AND CHEMICAL FEED

CONTROLLER, AND BIOCIDE

TIMER

CONDENSER

BIOCIDE DRUM

INHIBITOR DRUM

CONDUCTIVITY PROBE

CONDENSER WATER

PUMP

PRESSURE SWITCH

BLOWDOWN

TO DRAIN

BIOCIDE DRUM

SAMPLE

COOLING

TOWER

E

CONDENSER WATER CHEMICAL TREATMENT

NO SCALE

CONDENSATE PUMP

DISCHARGE TO BOILER

FILL FUNNEL

3/8"

3/8" GLOBE VALVE

DRAIN

FROM PUMP

BOILER FEED LINE

3/8" PETCOCK

1"

1"

FILLING FUNNEL WITH

SHUT OFF VALVE

MANUAL AIR VENT WITH

GOOSNECK FITTING

UNION (TYP.)

SUPPORT RING

4" CONCRETE PAD

PROVIDE ONE FOR HEATING WATER AND ONE FOR CHILLED WATER.

NEEDLE VALVE FOR FLOW

CONTROL

FROM SUPPLY HEADER

HEADER

3/4"

TO DRAIN

3/4"

F

SHOT TYPE CHEMICAL FEEDER

NO SCALE

G

CHEMICAL POT FEEDER

NO SCALE

WALL RATING DAMPER RATING

4 HOUR3 HOUR

3 HOUR 3 HOUR

2 HOUR

1

1

2

HOUR

1 HOUR

1

1

2

HOUR

S

5' M

AX

DUCT DIMENSION SLEEVE GAUGE

ABOVE 12 SF18

12 SF AND SMALLER20

NOTES:

REFER TO FIRE/SMOKE DAMPER MANUFACTURER'S INSTALLATION DETAILS. CONFORM

TO MOST STRINGENT REQUIREMENT IF THIS DETAIL CONFLICTS WITH UL LISTING

INSTALLATION INSTRUCTIONS.

DUCT

FIRESTAT

NEGATOR

SPRING

CAULKING

MATERIAL

PERIMETER ANGLES

FASTENED TO COLLAR

FASTEN DAMPER TO SLEEVE

WITH MINIMUM NO. 8 BOLTS

12" ON CENTER

ACCESS DOOR SIZED LARGE ENOUGH FOR

MAINTENANCE AND RESETTING MINIMUM SIZE OF 18X14.

FOR SMALLER DUCTS, PROVIDE ACCESS DOORS 2"

SMALLER THAN DUCT

SLEEVE

OPERATOR/

ACTUATOR

AUXILIARY

OPERATING

JACK SHAFT

FUSIBLE ROD

UL LISTED SMOKE DETECTOR.

LISTED FOR AIR VELOCITY,

TEMPERATURE AND HUMIDITY

AT INSTALLATION LOCATION

INSTALL WITHIN 5' AT DAMPER

APPROVED-TYPE BREAKWAY

DUCT CONNECTION (TYP.)

DAMPER TO BE SECURED

TO

1

8

" X

1

8

" COLLAR WITH

1/8" ROUND NUTS AND BOLTS

OR WELDING IN MNTG. HOLES

PROVIDED OR NO. 10 SHEET METAL

8" O.C. OR 3/16" STEEL POP RIVETS

MAINTAIN CLEARANCE IN

ACCORDANCE WITH UL 555 STANDARD.

U.L. 555 & 555S LISTED

U.M. FIRE/SMOKE DAMPER

U.N. WITH NYC MEA NUMBER

PROVIDE 6" H CONCRETE CURB

AROUND FLOOR PENETRATION

C

COMBINATION FIRE/SMOKE DAMPER DETAIL

NO SCALE

H

-

NO SCALE

PROJ. NO.

DWG. No.SCALE

DWG. TITLE

DATE PLOTTED

CHECKED

DRAWN

REVISIONS/ISSUES


DESCRIPTION DATE

1605.05-3





SEAL


AD

\M

ech\M

-700.00_D

V18025.01.dw

g

06 M

ar '19 - 11:01am

FIL

EN

AM

E:

PL

OT

DA

TE

:

XR

EF

S:

12 FEB 2019

XL CENTER

Tel (416) 591 8999 Fax(416) 591 9087



Tel (212) 986 3700 Fax (212) 687 6467



Tel (310) 842 8700 Fax (310) 842 7700

Severud Associates

engineers


HARTFORD, CT



1

AS NOTED

ME

ME

M-704.00

MECHANICAL DETAILS V

COND

EP

DP

EA

DPT

CSEN

DO

DI

BDD

CD

CHS

CHR

CC

C

AO

AI

DIFFERENTIAL PRESSURE SWITCH

DIFFERENTIAL PRESSURE TRANSMITTER

ELECTRICAL-PNEUMATIC TRANSDUCER SWITCH

DIGITAL OUTPUT

CURRENT SENSOR

EXHAUST AIR

DIGITAL INPUT

CHILLED WATER RETURN

CHILLED WATER SUPPLY

CONDENSATE OVERFLOW

BACKDRAFT DAMPER

COOLING COIL

CONTROL DAMPER

CONTROLLER

ANALOG INPUT

ANALOG OUTPUT

TEMPERATURE TRANSMITTER W/AVERAGING BULB

WET BULB TEMPERATURE TRANSMITTER

MOTORIZED CONTROL

HOT WATER SUPPLY

HOT WATER RETURN

INTERLOCK RELAY

PC PREHEAT COIL

OUTSIDE AIR

MINIMUM

M

MIN

OA

HWR

HWS

IR

FILTER ASSEMBLY

HIGH LIMIT HUMIDITY SWITCH

HUMIDITY TRANSMITTER

FLOW TRANSDUCER

FIRE ALARM PANEL

CONTROL LEGEND (NOT ALL ABBREVIATION ARE USED FOR THIS PROJECT)

HEATING COIL

FREEZESTAT

HT

HC

HH

F

FT

FR

FAN COIL UNIT

FLOW SWITCH

FCU

FAP

FS

VELOCITY SENSOR

THERMOSTAT

VARIABLE FREQUENCY DRIVE

TEMPERATURE TRANSMITTER

VS

WBT

V

VFD

T

TTAB

TT

VALVE

STATIC PRESSURE TRANSMITTER

SUPPLY FAN

SMOKE DETECTOR (BY ELECTRICAL)

SUPPLY AIR

RETURN FAN

RETURN AIR

PRESSURE TRANSMITTER

SPACE TEMPERATURE SENSOR

SWITCHING RELAY

SF

SPT

SR

TS

SA

SD

PT

RA

RF

CO CARBON MONOXIDE SENSOR

OCCUPANCY SENSOROS

START/STOPS/S

ED ENABLE/DISABLE

PNEUMATIC ELECTRIC SWITCHPEEND SWITCHE/S

HARDWIRED INTERFACEHI

CI COMMUNICATION INTERFACE

BUILDING MANAGEMENT SYTEM (BMS) GENERAL NOTES:

GENERAL:

A. BMS CONTRACTOR SHALL COORDINATE ALL INTERFACE REQUIREMENTS. CONTROLS SHALL BE AUTOMATED LOGIC.

B. BMS/ATC CONTRACTOR IS RESPONSIBLE FOR UNDERSTANDING NEW YORK STATE ENERGY CODE AND ALL OTHER RELEVANT NEW YORK STATE STANDARDS.

C. TC CONTRACTOR SHALL COORDINATE WITH ENGINEER CM/GC, AND MC FOR VALVE ACTUATOR AND OTHER CONTROL COMPONENT REPLACEMENT OR

INSTALLATION PROVISIONS SHOWN OR IMPLIED THROUGHOUT THE CONTRACT DOCUMENTS. PROVIDE ALL MISCELLANEOUS ACCESSORIES, DEVICES,, TRANSLATORS, AND

MODULES REQUIRED FOR A COMPLETE SYSTEM.

D. PROVIDE INDIVIDUAL INPUTS OR OUTPUTS FOR EACH POINT LISTED IN THE DIAGRAMS AND POINTS LIST. PROVIDE ANY ADDITIONAL CONTROL POINTS NOT LISTED IN THE

DIAGRAMS OR POINTS LISTS, BUT REQUIRED TO MEET THE SEQUENCES OF OPERATION. ALL ANALOG OUTPUTS SHALL BE 4-20MA, 0-10VDC OR 0-20VDC UNLESS OTHERWISE

INDICATED. AO=ANALOG OUTPUT, AI=ANALOG INPUT, DO=DIGITAL (BINARY) OUTPUT, DI=DIGITAL (BINARY) INPUT.

E. ALL SETPOINTS SHALL BE MAPPED WITH GRAPHIC DISPLAY AND BE FULLY ADJUSTABLE AT THE OPERATOR WORKSTATION.

F. PROVIDE OVERRIDE CONTROL OF ALL POINTS AT THE OPERATOR WORKSTATION.

G. ALL "MONITORING" POINTS SHALL BE MAPPED TO THE BMS WORKSTATION GRAPHIC DISPLAY

H. ALL CONTROL POINTS SHALL BE DISPLAYED AT THE OPERATOR WORKSTATION.

I. "OPERATOR" IS DEFINED AS THE OWNER'S REPRESENTATIVE DESIGNATED TO OPERATE THE BMS.

J. THE BMS SHALL MONITOR CONTROL, AND CALCULATE ALL THE POINTS AND FUNCTIONS LISTED.

AI

AI

FS

DI

AO

T

T

MPS

BWS

PT

AI

POINT DESCRIPTION

STEAM VALVE POSITION COMMAND

SUPPLY WATER TEMPERATURE (LWT)

SUPPLY WATER TEMPERATURE SETPOINT

RETURN WATER TEMPERATURE (EWT)

SYSTEM LOW PRESSURE

SYSTEM PRESSURE SETPOINT

ANALOG

INPUT

IN

PU

T V

ALU

E

X

X

TE

MP

X

X

PR

ES

HU

MID

IT

Y

AM

PS

GP

M

CF

M

PP

M

PE

RC

EN

T

OUTPUT

DD

C 4-20 m

a, 0-10 V

DC

X

SE

TP

OIN

T A

DJ

BINARY

INPUT

IN

PU

T V

ALU

E

ST

AT

US

O

N\O

FF

X

FILT

ER

S

TA

TU

S

ST

AT

US

O

PE

N\C

LO

SE

D

ST

AT

US

- A

LA

RM

OUTPUT

ST

AR

T\S

TO

P

OP

EN

\C

LO

SE

D

LO

CK

O

UT

EN

AB

LE

\D

IS

AB

LE

ALARMS

HIG

H A

NA

LO

G

X

LO

W A

NA

LO

G

X

X

BIN

AR

Y

SE

NS

OR

F

AIL

CO

MM

F

AIL

ALARM LABEL

SUPPLY WATER TEMPERATURE OUT OF RANGE

SYSTEM LOW PRESSURE

CA

LC

ULA

TE

D V

ALU

E

BA

CN

ET

TR

EN

D

X

X

X

X

X

X

DIS

PLA

Y O

N G

RA

PH

IC

X

X

X

X

X

X

FLOW SWITCH

BWP-1 START/STOP

BWP-1 STATUS - CURRENT SENSOR

BWP-2 START/STOP


X X

X X

X X

X X

X X

XX X XBWP-1 PUMP TROUBLE

BWP-1 CURRENT SWITCH FAILURE XX

XX X XBWP-2 PUMP TROUBLE


X NO FLOW

X

AI

MACHINERY ROOM

REFRIGERANT LEAK

R

DETECTOR

A. PROVIDE A DRIVE SUMMARY GRAPHIC LOCATED AT THE

OPERATOR STATION, INCLUDING ALL OPERATING AND

MONITORING CONDITIONS. BMS SHALL MONITOR FAN

STATUS AND ALL DAMPER POSITIONS.

B. PROVIDE SEPARATE MONITORING OF FAN STATUS VIA

DIFFERENTIAL PRESSURE SWITCH.

C. ALARM AT BMS:

1. REFRIGERANT LEAK ALARM

2. FAN FAILURE (AFTER 30 SECONDS, ADJUSTABLE)

3. EPD SWITCH TRIPPED OFF.

4. EXH. FAN ON-ONLY SWITCH TRIPPED ON.

F. MAP HIGH SPEED AND NORMAL SPEED REFERENCED

FEEDBACK AND VFD ALARM STATUS.

G. INTERLOCK EXHAUST FAN WITH MAKE-UP AIR LOUVER.

DI

ALARM

STATUS

EPO CHILLER

OFF-ONLY SWITCH

BREAK GLASS

DI

HARDWIRE

BY DIV. 26

AI

TS

"NORMAL" OPERATION MODE:

1. MOTORIZED DAMPER MD2 & MD4 SHALL CLOSE

2. MOTORIZED DAMPER MD1 & MD3 SHALL OPEN.

3. GX-2 SHALL ENERGIZE AND GX-1 SHALL DE-ENERGIZE.

4. ENERGIZE AC-ICE TO MAINTAIN 70 F (ADJ.) SPACE TEMPERATURE.

5. STOP UNIT HV-ICE.

"EMERGENCY" OPERATION MODE:

1. OPERATION UPON DETECTION OF REFRIGERANT LEAK

DETECTOR OR ACTIVATION OR BREAK GLASS SWITCH.

2. MOTORIZED DAMPER MD2 & MD4 SHALL OPEN

3. MOTORIZED DAMPER MD1 & MD3 SHALL CLOSE.

4. GX-2 SHALL STOP AND GX-1 SHALL START.

5. HV-ICE SHALL START MAINTAINING A 55 F (ADJ.) DAT.

6. STOP UNIT AC-ICE

A

CONTROL SYSMBOL LEGEND

NO SCALE

MDO

BWR

HX

ICE

(TYP. OF 2)

BWP-3 START/STOP


X X

X X

XX X XHWP-3 PUMP TROUBLE


THE ICE OUT HEAT EXCHANGER SHALL BE MANUALLY ENGAGED VIA ASWITCH AT THE LOCAL CONTROL PANEL.

MANUALLY ENGAGING THE ICE OUT HEAT EXCHANGER SHALL:

DISABLE CHILLERS.

OPEN ICE OUT HEAT EXCHANGER BRINE VALVE.

CONTINUE OPERATION OF LEAD PUMP OR START LEAD BRINECIRCULATION PUMP.

CLOSE ALL CHILLER ISOLATION VALVES.

WAIT 5 MINUTES FOR ALL VALVES TO REACH FINAL POSITIONS.

MODULATE STEAM CONTROL VALVE TO MAINTAIN 6 DEGREE DELTA(ADJUSTABLE) ON LEAVING WATER TEMPERATURE. MAXIMUM LEAVINGWATER TEMPERATURE SHALL BE LIMITED TO 60 F (ADJUSTABLE).

MANUALLY DISENGAGING THE ICE OUT HEAT EXCHANGER SHALL SHUTTHE STEAM CONTROL VALVE AND RETURN THE BRINE CIRCULATINGPUMPS TO THE CONDITION THAT EXISTED PRIOR TO THE ENGAGEMENTOF THE ICE OUT HEAT EXCHANGER.

ICE OUT HEAT EXCHANGER ISOLATION VALVE X X X

B

CHILLER ROOM VENTILATION/EXHAUST CONTROL

NO SCALE

C

ICE OUT HEAT EXCHANGER

NO SCALE

OA

HV

ICE

MD1

DO

NO

SA

MD2

DO

NC

AC

ICE

NO SCALE

ICE PLANT VENTILATION SYSTEM

EA

DP

DI

DP

DI

MD4

DO

NC

MD3

DO

NO

GX

1

GX

2

EA

NO SCALE

ICE PLANT EXHAUST SYSTEM

ES

DI

ES

DI

ES

DI

ES

DI

DO

S/S

DO

S/S

ECONOMIZER OPERATION MODE:

1. MOTORIZED DAMPER MD2 & MD4 SHALL OPEN

2. MOTORIZED DAMPER MD1 & MD3 SHALL CLOSE.

3. GX-2 SHALL STOP AND GX-1 SHALL START.

4. HV-ICE SHALL START TOM MAINTAIN A 70 F (ADJ.) SPACE

TEMPERATURE.

5. STOP UNIT AC-ICE.

K. THE BMS SHALL MONITOR EACH HEAT TRACE CIRUCIT ON THE PIPING BY THE COOLING TOWER.

L. THE BMS SHALL MONITOR THE WATER LEVEL IN THE SUMP PUMP.

PROJ. NO.

DWG. No.SCALE

DWG. TITLE

DATE PLOTTED

CHECKED

DRAWN

REVISIONS/ISSUES


DESCRIPTION DATE

1605.05-3





SEAL


AD

\M

ech\M

-700.00_D

V18025.01.dw

g

06 M

ar '19 - 11:01am

FIL

EN

AM

E:

PL

OT

DA

TE

:

XR

EF

S:

12 FEB 2019

XL CENTER

Tel (416) 591 8999 Fax(416) 591 9087



Tel (212) 986 3700 Fax (212) 687 6467



Tel (310) 842 8700 Fax (310) 842 7700

Severud Associates

engineers


HARTFORD, CT



1

AS NOTED

ME

ME

M-705.00

MECHANICAL

CONTROLS I

B

WATER COOLED AIR HANDING UNIT

NO SCALE

DO

DI

STATUS

CWR

CWS

MANUFACTURER'S

CONTROLLER

S/S

DI

COND. LEAK

DETECTION.

WATER COOLED

AIR HANDLING

UNIT

POINT DESCRIPTION

UNIT START/STOP

CONDENSER WATER CONTROL VALVE

SPACE TEMPERATURE SETPOINT

SPACE TEMPERATURE

SPACE OCCUPANCY SENSOR

WSHP STATUS

PAN MOISTURE TRANSDUCER

ANALOG

INPUT

IN

PU

T V

ALU

E

X

TE

MP

X

PR

ES

HU

MID

IT

Y

AM

PS

GP

M

CF

M

PP

M

PE

RC

EN

T

OUTPUT

DD

C 4-20 m

a, 0-10 V

DC

X

SE

TP

OIN

T A

DJ

BINARY

INPUT

IN

PU

T V

ALU

E

ST

AT

US

O

N\O

FF

X

X

ST

AT

US

- F

ILT

ER

ST

AT

US

O

PE

N\C

LO

SE

D

ST

AT

US

- A

LA

RM

X

OUTPUT

ST

AR

T\S

TO

P

X

OP

EN

\C

LO

SE

D

LO

CK

O

UT

EN

AB

LE

\D

IS

AB

LE

ALARMS

HIG

H A

NA

LO

G

X

LO

W A

NA

LO

G

X

BIN

AR

Y

X

X

SE

NS

OR

F

AIL

CO

MM

F

AIL

ALARM LABEL

SPACE TEMP OUT OF RANGE

FAN COIL UNIT TROUBLE (CURRENT SENSOR)

MOISTURE IN DRAIN PAN

CA

LC

ULA

TE

D V

ALU

E

BA

CN

ET

TR

EN

D

X

X

X

X

X

X

X

DIS

PLA

Y O

N G

RA

PH

IC

X

X

X

X

X

X

X

T

AI

SPACE

TEMPERATURE

(WIRED)

DI

CS

SPACE TEMPERATURE OVERRIDE X X

NOTES:

UNIT SHALL OPERATE CONTINUOUSLY WHEN SPACE TEMPERATURE IS ABOVE SETPOINT AND ICE CHILLER

IS IN NORMAL OPERATION. DAMPERS AND EXHAUST FANS SHALL MODULATE BASED ON THE CHILLER

PLANT VENTILATION/EXHAUST SEQUENCE OF OPERATION.

UNIT SHALL DE-ENERGIZE IN EMERGENCY MECHANICAL VENTILATION MODE. DAMPERS AND EXHAUST

FANS SHALL MODULATE BASED ON THE CHILLER PLANT VENTILATION/EXHAUST SEQUENCE OF OPERATION.

UNIT OPERATES UNDER MANUFACTURER'S CONTROLS TO MAINTAIN SPACE TEMPERATURE SETPOINT

A. STAGE COMPRESSOR(S)

B. OPEN OF CONDENSER WATER CONTROL VALVE

BMS MONITORS

A. UNIT STATUS

B. GENERAL ALARM

C. LEAK DETECTOR

OA

RA

MOTORIZED OA DAMPER (MD1) X

X

X

X

OUTSIDE AIR DAMPER MD1 FAILURE X X

X X

AC

ICE

X

X

X

X

X X

X X

MOTORIZED OA DAMPER (MD2)

MOTORIZED EA DAMPER (MD3)

MOTORIZED EA DAMPER (MD4)

OUTSIDE AIR DAMPER MD2 FAILURE

EXHAUST AIR DAMPER MD3 FAILURE

EXHAUST AIR DAMPER MD4 FAILURE

F

DP

A0

MD1

SA

HWS

HWR

AO

HC

BI

SF

BO

BI

FR

CS

BI

AI

AI

SD

BI

CD

AI

BI

AI

AI

T

OA

OA

MD2

BO

CD

NOTES:

A. ICE PLANT OPERATING IN NORMAL MODE:

1. HV-ICE SHALL BE DISABLED.

2. REFER TO CHILLER PLANT VENTILATION/EXHAUST SEQUENCE FOR ADDITIONAL CONTROLS AND DAMPER POSITIONS.

B. ICE PLANT OPERATING IN EMERGENCY MODE:

1. OPEN HEATING VALVE .

2. ENERGIZE SUPPLY FAN HV-ICE AND SHALL OPERATE CONTINUOUSLY. HEATING VALVES SHALL MODULATE IN SEQUENCE TO

MAINTAIN A MINIMUM DISCHARGE AIR TEMPERATURE OF 55 F (ADJ.).


C. ICE PLANT IN ECONOMIZER MODE:

1. ENERGIZE SUPPLY FAN HV-ICE AND SHALL OPERATE CONTINUOUSLY. HEATING VALVES SHALL MODULATE IN SEQUENCE TO

MAINTAIN SPACE SETPOINT TEMPERATURE.


E. FAN SAFETY CONTROLS:

1. DE-ENERGIZE THE SUPPLY FAN WHENEVER THE FREEZE STAT IS TRIPPED, EITHER SMOKE DETECTOR HAS TRIPPED OR A FAN

STATUS INDICATES A FAILURE (AFTER A TWO-MINUTE DELAY). THE SMOKE DETECTORS, FREEZE STAT AND THE FAN FAILURES

REQUIRE A MANUAL RESET.

2. DE-ENERGIZE THE SUPPLY FAN WHEN THE DISCHARGE STATIC PRESSURE HIGH-LIMIT REACHES 4.0 INCHES WC (ADJ.).

3. PROVIDE SUCTION STATIC PRESSURE SWITCH AT INLET OF SUPPLY FAN. SWITCH TO BE TIED TO SUPPLY FAN START CIRCUIT.

DE-ENERGIZE SUPPLY FAN WHEN SUCTION SUPPLY FAN STATIC PRESSURE HIGH-LIMIT REACHES 2.0 INCHES WC (ADJ.)

4. ALARM THE BMS WITH THE APPROPRIATE ALARM MESSAGE.

F. FREEZE PROTECTION:

1. A MANUAL RESET HEATING COIL DISCHARGE AIR LOW LIMIT SHALL TURN THE FANS OFF IF ANY 12-INCHES OF ITS SENSING

ELEMENT IS BELOW ITS SETPOINT (35 ADJ.).

2. THE OA DAMPERS SHALL CLOSE.

3. THE HEATING VALVE SHALL OPEN TO FULL OPEN POSITION.

4. THE HEATING VALVE SHALL REMAIN FULL OPEN IF THE MIXED AIR TEMPERATURE IS BELOW 40F (ADJ.) WHEN THE FANS ARE

OFF.

H. HEATING VALVE CONTROL:

1. THE HEATING VALVES SHALL MODULATE TO MAINTAIN THE DAT (ADJ.). THE HEATING VALVES SHALL BE FULLY CLOSED IF THE

FANS ARE OFF.

AI

H

OA

P

P T

BI

A

100% O.A. VARABLE AIR VOLUME HEATING AND VENTILATING AIR HANDLING UNIT (HV-ICE)

NO SCALE

POINT DESCRIPTION

SUPPLY FAN VFD

SUPPLY FAN POWER (KW)

SUPPLY FAN SPEED (RPM)

SUPPLY FAN TROUBLE

SUPPLY FAN CURRENT SWITCH

SUPPLY FAN SUCTION PRESSURE

SUPPLY FAN DISCHARGE PRESSURE

SUPPLY AIR TEMPERATURE

SUPPLY AIR DUCT SYSTEM STATIC PRESSURE

HEATING COIL 2-WAY VALVE

VENTILATION DAMPER (MD1)

VENTILATION DAMPER (MD2)

SA SMOKE DETECTOR

FILTER PRESSURE DROP

FREEZESTAT

SUPPLY AIR HIGH STATIC

SPACE TEMPERATURE

SPACE HUMIDITY

SPACE TEMPERATURE SETPOINT

AHU ALARM STATUS

OUTSIDE AIR TEMPERATURE (INTAKE SENSOR)

OUTSIDE AIR HUMIDITY (INTAKE SENSOR)

ANALOG

INPUT

IN

PU

T V

ALU

E

X

TE

MP

X

X

X

PR

ES

X

X

X

X

X

HU

MID

IT

Y

X

X

AM

PS

X

GP

M

CF

M

PP

M

PE

RC

EN

T

OUTPUT

DD

C 4-20 m

a, 0-10 V

DC

X

X

X

X

SE

TP

OIN

T A

DJ

X

X

BINARY

INPUT

IN

PU

T V

ALU

E

ST

AT

US

O

N\O

FF

ST

AT

US

- F

ILT

ER

ST

AT

US

O

PE

N\C

LO

SE

D

X

ST

AT

US

- A

LA

RM

X

X

X

OUTPUT

ST

AR

T\S

TO

P

X

OP

EN

\C

LO

SE

D

X

X

LO

CK

O

UT

EN

AB

LE

\D

IS

AB

LE

ALARMS

HIG

H A

NA

LO

G

X

X

X

X

X

X

X

X

LO

W A

NA

LO

G

X

X

X

X

BIN

AR

Y

X

X

X

SE

NS

OR

F

AIL

X

X

X

X

X

X

X

X

CO

MM

F

AIL

X

X

X

X

ALARM LABEL

SUPPLY FAN VFD TROUBLE

SUPPLY FAN CURRENT SWITCH FAILURE

SUPPLY FAN SUCTION HIGH STATIC

SUPPLY FAN DISCHARGE HIGH STATIC

SUPPLY AIR TEMPERATURE OUT OF RANGE

SUPPLY AIR DUCT STATIC OUT OF RANGE

HEATING COIL CONTROL VALVE FAIL

OUTSIDE AIR DAMPER (MD1) FAILURE

OUTSIDE AIR DAMPER (MD2) FAILURE

SA SMOKE DETECTOR ACTIVATION

HIGH FILTER PRESSURE DROP

FREEZESTAT ACTIVATION

SUPPLY AIR HIGH STATIC PRESSURE

SPACE TEMPERATURE OUT OF RANGE

SPACE HUMIDITY OUT OF RANGE

OA TEMPERATURE SENSOR FAILURE

OA HUMIDITY SENSOR FAILURE

CA

LC

ULA

TE

D V

ALU

E

X

X

X

X

X

X

X

BA

CN

ET

X

X

TR

EN

D

DIS

PLA

Y O

N G

RA

PH

IC

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

SA TO AC-ICE

NO

NC

PROJ. NO.

DWG. No.SCALE

DWG. TITLE

DATE PLOTTED

CHECKED

DRAWN

REVISIONS/ISSUES


DESCRIPTION DATE

1605.05-3





SEAL


AD

\M

ech\M

-700.00_D

V18025.01.dw

g

06 M

ar '19 - 11:01am

FIL

EN

AM

E:

PL

OT

DA

TE

:

XR

EF

S:

12 FEB 2019

XL CENTER

Tel (416) 591 8999 Fax(416) 591 9087



Tel (212) 986 3700 Fax (212) 687 6467



Tel (310) 842 8700 Fax (310) 842 7700

Severud Associates

engineers


HARTFORD, CT



1

AS NOTED

ME

ME

M-706.00

MECHANICAL

CONTROLS II

NO SCALE

M

DO

TT

AI

CHILLER CONTROL

PANEL, TYP. OF 2.

TT

AI

VFD

VFD

CSEN

VFD

SOFTWARE

INTERFACE

TYPICAL OF 2

PT

AI

FS

DICSEN

DO

S/S

SOFTWARE

INTERFACE

TO BMS

TO CHILLER

CONTROL PANEL

DO

E/D

DI

RUN

STATUS

DI

ALARM

BWP

1

BWP

2

CH

1

TT

AI

CONDENSER WATER CONTROL DIAGRAM

NO SCALE

M

DO

TT

AI

CHILLER CONTROL

PANEL

TT

AI

CSEN

PT

AI

FS

DO

S/S

CWP

1

CH

1

V2

TT

AI

S

BLOWDOWN

SOLENOID VALVE TO

HARDWIRE

CHEMICAL TREATMENT SYSTEM

DI

FEEDBACK STATUS

O/C

TT

AI

CT

1

M

DO

CT

2

M

DO

M

AO

DI

DI

D0

CONTROL

PANEL

CT

VFD

DI

DI

TYP. OF 2 CT.

HIGH LEVEL

ALARM

LOW LEVEL

ALARM

DI

DO

DI

S/S

OPERATING LEVEL

CURRENT SENSOR

SOFTWARE

INTERFACE

CSEN

AO

SPEED

CONTROL

BRINE WATER CONTROL DIAGRAM

TO BMS

TO BMS

M

DO

DI

CSEN

CWP

2

DI

DI

DI

TO ICE FLOOR

S

D0

FS

HX

ICE

M

DO

A

ICE CHILLER CONTROLS

NO SCALE

DO

S/S

CONDENSER

WATER MAKE-UP

TT

AI

FROM ICE FLOOR

POINT DESCRIPTION

CHILLER START/STOP

COMPRESSOR #1 RUN STATUS

COMPRESSOR #2 RUN STATUS

CHILLER TROUBLE

CHILLER BW & CW FLOW SWITCH

CW ISOLATION VALVE

BRINE ISOLATION VALVE (CHILLER)

BRINE ISOLATION VALVE (HX-ICE)

CONDENSER DIFFERENTIAL PRESSURE

EVAPORATOR DIFFERENTIAL PRESSURE

CWP-1 PUMP START/STOP

CWP-1 PUMP TROUBLE

CWP-1 CURRENT SWITCH

CWP-2 PUMP START/STOP

CWP-2 PUMP TROUBLE

CWP-2 CURRENT SWITCH

BWP-1 PUMP START/STOP

BWP-1 VFD SPEED COMMAND

BWP-1 PUMP VFD TROUBLE

BWP-1 SPEED (RPM)

BWP-1 SPEED (KW)

BWP-1 CURRENT SWITCH

BWP-2 PUMP START/STOP

BWP-2 VFD SPEED COMMAND

BWP-2 PUMP VFD TROUBLE

BWP-2 SPEED (RPM)

BWP-2 SPEED (KW)

BWP-2 CURRENT SWITCH

BWS/R TEMPERATURES (3 LOCATIONS)

CWS/R TEMPERATURE (5 LOCATIONS)

ICE FLOOR TEMPERATURE SENSORS (2 LOCATION)

IR FLOOR TEMPERATURE SENSORS (2 LOCATIONS)

COMMON BW PUMP DISCHARGE PRESSURE

COMMON CW PUMP DISCHARGE PRESSURE

CONDENSER WATER BYPASS VALVE

COOLING TOWER ISOLATION VALVES (2 LOCATIONS)

BLOWDOWN CW SOLENOID VALVE

MAKE-UP WATER COLENOID VALVE

MAKE-UP WATER METER

BRINE CHEMICAL TREATMENT ALARM STATUS

CW CHEMICAL TREATMENT ALARM STATUS

REFRIGERANT LEAK DETECTOR ALARM STATUS

COOLING TOWER START/STOP (CT-1)

COOLING TOWER FAN STATUS (CT-1)

COOLING TOWER SPEED CONTROL (CT-1)

COOLING TOWER ALARM STATUS (CT-1)

COOLING TOWER HIGH WATER LEVEL ALARM (CT-1)

COOLING TOWER LOW WATER LEVEL ALARM (CT-1)

COOLING TOWER OPERATING WATER LEVEL (CT-1)

COOLING TOWER START/STOP (CT-2)

COOLING TOWER FAN STATUS (CT-2)

COOLING TOWER SPEED CONTROL (CT-2)

COOLING TOWER ALARM STATUS (CT-2)

COOLING TOWER HIGH WATER LEVEL ALARM (CT-2)

COOLING TOWER LOW WATER LEVEL ALARM (CT-2)

COOLING TOWER OPERATING WATER LEVEL (CT-2)

CHILLER EXHAUST FAN START/STOP (GX-1)

CHILLER EXHAUST FAN STATUS (GX-1)

CHILLER VENTILATION EXHAUST FAN START/STOP (GX-2)

CHILLER VENTILATION EXHAUST FAN STATUS (GX-2)

EXHAUST ISOLATION DAMPER (MD3)

EXHAUST ISOLATION DAMPER (MD4)

GENERAL NOTES:

1. ALL POINTS IDNETIFIED IN THE CHILLER SPECIFICATION SHALL BE PULLED INTO THE BMS. PROVIDE ALL NECESSARY CARDS/DEVICES TO INTERFACE BMS WITH CHILLER CONTROLLER.

2. ALL CONTROLS SHALL BE WIRED TO THE CHILLER CONTROLLER. COORDINATE COTROL CONNECTION WITH ICE CHILLER MANUFACTUR.

3. EXTEND EXISTING INBEDDED ICE FLOOR SENSORS AND INFRARED SENSORS TO CHILLER CONTROLLER. EXTEND WIRE AS REQUIRED FROM EXISTING LOCATION TO NEW CHILLER LOCATION.

ANALOG

INPUT

IN

PU

T V

ALU

E

X

X

TE

MP

X

X

X

X

PR

ES

X

X

X

X

HU

MID

IT

Y

AM

PS

X

X

X

X

X

X

GP

M

X

X

CF

M

PP

M

PE

RC

EN

T

OUTPUT

DD

C 4-20 m

a, 0-10 V

DC

X

X

X

X

X

X

X

SE

TP

OIN

T A

DJ

BINARY

INPUT

IN

PU

T V

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X

X

X

X

X

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X

X

ST

AT

US

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N\O

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OUTPUT

ST

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TO

P

X

X

X

X

X

X

X

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X

X

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EN

\C

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Y

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OR

F

AIL

X

X

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CO

MM

F

AIL

X

X

X

ALARM LABEL

CHILLER TROUBLE

NO FLOW

CONDENSER IS OUT OF RANGE

EVAPORATOR IS OUT OF RANGE

CWP-1 TROUBLE

CWP-1 FAILURE

CWP-2 TROUBLE

CWP-2 FAILURE

BWP-1 VFD TROUBLE

BWP-1 FAILURE

BWP-2 VFD TROUBLE

BWP-2 FAILURE

COMMON BW PRESSURE TO HIGH

COMMON CW PREESSURE TO HIGH

BRINE WATER CHEMICAL TREATMENT TROUBLE

CONDENSER WATER CHEMICAL TREATMENT TROUBLE

REFRIGERANT MONITOR ALARM

CT-1 TROUBLE

CT-1 BASIN WATER TO HIGH

CT-1 BASIN WATER TO LOW

CT-1 TROUBLE

CT-2 BASIN WATER TO HIGH

CT-2 BASIN WATER TO LOW

GX-1 TROUBLE

GX-2 TROUBLE

EXHAUST AIR DAMPER (MD3) FAILURE

EXHAUST AIR DAMPER (MD4) FAILURE

CA

LC

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TE

D V

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BA

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ET

X

X

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X

X

X

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X

X

X

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X

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X

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X

X

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X

X

X

X

X

X

X

X

X

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X

X

X

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X

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X

X

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X

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X

X

X

X

X

PROJ. NO.

DWG. No.SCALE

DWG. TITLE

DATE PLOTTED

CHECKED

DRAWN

REVISIONS/ISSUES


DESCRIPTION DATE

1605.05-3





SEAL


AD

\M

ech\M

-700.00_D

V18025.01.dw

g

06 M

ar '19 - 11:01am

FIL

EN

AM

E:

PL

OT

DA

TE

:

XR

EF

S:

12 FEB 2019

XL CENTER

Tel (416) 591 8999 Fax(416) 591 9087



Tel (212) 986 3700 Fax (212) 687 6467



Tel (310) 842 8700 Fax (310) 842 7700

Severud Associates

engineers


HARTFORD, CT



1

AS NOTED

ME

ME

M-707.00

MECHANICAL

CONTROLS III

EQUIP. DRAIN

SANITARY VENT

FC

(PLAN) (ELEV)

DN

UP

F

1

F

M

REDUCED PRESSURE ZONE

ASSEMBLY

DOUBLE CHECK DETECTOR

ASSEMBLY

DOUBLE CHECK VALVE

ASSEMBLY

POINT OF CONN. (CONN. NEW

TO EXISTING)

POINT OF DISCONNECTION


OF FLOW

RISE IN DIRECTION OF FLOW

DROP IN DIRECTION OF FLOW

DOMESTIC COLD WATER

DOMESTIC HOT WATER

DOMESTIC TEMP. HOT WATER

SANITARY WASTE ABOVE FLOOR

TEMPERED WATER

DOMESTIC HOT WATER

CIRCULATING

SANITARY WASTE BELOW

FLOOR (UNDER GROUND)

STORM PIPING ABOVE FLOOR

STORM PIPING BELOW FLOOR

STORM OVERFLOW ABOVE

FLOOR

VENT THRU ROOF

PS

FS

EJ

THERMOMETER

W/THERMOWELL

UNION

EXPANSION JOINT


PRESSURE SWITCH


COCK

HOSE BIBB, WALL HYDRANT

OVERFLOW ROOF DRAIN

SHOCK ARRESTOR W/BALL

VALVE

CONCENTRIC REDUCER

ECCENTRIC REDUCER


CONN.


OF FLOW DIRECTION


AUTO FLOW CONTROL VALVE W/

TEST PORTS

CIRCUIT SETTER OR BALANCING

VALVE

GLOBE VALVE (STRAIGHT

PATTERN)

GLOBE VALVE (ANGLE

PATTERN)

BUTTERFLY VALVE

THERMOSTATIC MIXING

VALVE, 2-WAY


RELIEF VALVE


CAPPED HOSE-END

CONNECTION


DOUBLE CHECK VALVE

HOUSE TRAP

FOR MECHANICAL AND PLUMBING EQUIPMENT AS

INDICATED ON THE DIVISION 21, 22, AND 23 DRAWINGS,

THE DIVISION 21, 22 AND 23 CONTRACTORS SHALL

COORDINATE WITH DIVISION 26 CONTRACTOR TO

CONNECT ALL MECHANICAL AND PLUMBING

EQUIPMENT INDICATED ON THE MECHANICAL AND

PLUMBING DRAWINGS. COORDINATE FOR COMPLETE

WIRING, STARTERS, AND DISCONNECTING MEANS FOR

ALL MECHANICAL AND PLUMBING EQUIPMENT.

2"SAN

PIPE SIZE/ PIPE TYPE

EQUIPMENT DESIGNATION

POC

POD

DN

AFF

DOWN

AFG

TOP

BOP

NTS

(E)

(R)

ABOVE FINISHED FLOOR


TOP OF PIPE (AFF)

BOTTOM OF PIPE (AFF)

NOT TO SCALE

EXISTING

REMOVE

BS BELOW SLAB

SHEET KEY NOTES


SECTION NO.

F

SP

TB

FIRE

SPRINKLER

THRUST BLOCK







RPZ

DCDA

DCVA

DCV

HT

I.E. INVERT ELEVATION

CW

HW

T

HWC

THW

SAN

UGS

V

DR

EJ

U

AV AIR VENT

FC

FS FLOW SWITCH

PS

PG

ELBOW UP

ELBOW DOWN

TEE UP

TEE DOWN

PIPE CAP OR PLUG

CO CLEANOUT PLUG

HB/ WH

VB VACUUM BREAKER

SA

FD

CODP/

FCO

FLOOR DRAIN

FLOOR CLEANOUT

WALL CLEANOUTWCO

CR

DV

CV

PRV

SV

FCV

SOLENOID VALVE

CS,BV

GLV

BFV

BV

TCV

GLV

BALL VALVE

TPR

VALVE IN RISER

STR

GATE VALVEGV

OS&Y

ST

ST

OD

RD ROOF DRAIN

OD

BACKFLOW PREVENTERBFP

FRESH AIR INTAKEFAI

MOCV METER OUTLET CONTROL

VALVE

M

M M METER

ER

VTR

FS FLOOR SINK

CONCENTRIC REDUCERCR

EL ELEVATION

CL CENTERLINE

INV INVERT

EXISTING PIPING TO BE

REMOVED (DASHED LINE)

EXISTING PIPING

(LIGHT SOLID LINE)

SQ.FTSQUARE FEET

(R)

(E)

GENERAL PLUMBING CONTRACT REQUIREMENTS:

1. UNLESS OTHERWISE NOTED, THE WORK DESCRIBED ON THE

PLANS AND SPECIFICATIONS SHALL INCLUDE THE FURNISHING

AND INSTALLATION OF ALL LABOR AND MATERIALS

NECESSARY FOR COMPLETE AND OPERATIONAL HVAC, FIRE

PROTECTION AND PLUMBING SYSTEMS. CONTRACTOR SHALL

FURNISH THESE EVEN IF ITEMS REQUIRED TO ACHIEVE THIS

(I.E. OFFSETS, ISOLATION AND BALANCING DEVICES,

MAINTENANCE CLEARANCES, ETC.) ARE NOT SPECIFICALLY

SHOWN.

2. DATA GIVEN ON THE DRAWINGS IS AS EXACT AS COULD BE

SECURED. ABSOLUTE ACCURACY IS NOT GUARANTEED AND

THE CONTRACTOR SHALL OBTAIN AND VERIFY EXACT

LOCATIONS, MEASUREMENTS, LEVELS, SPACE

REQUIREMENTS, POTENTIAL CONFLICTS WITH OTHER

TRADES, ETC. AT THE SITE AND SHALL SATISFACTORILY

ADAPT HIS WORK TO THE ACTUAL CONDITIONS OF THE JOB.

3. THE DRAWINGS ARE DIAGRAMMATIC IN NATURE AND SHALL

NOT BE SCALED. THEY SHOW CERTAIN PHYSICAL

RELATIONSHIPS WHICH MUST BE ESTABLISHED WITHIN THE

DIVISION 23 WORK AND ITS INTERFACE WITH OTHER WORK.

ESTABLISHING THIS RELATIONSHIP IN THE FIELD IS THE

EXCLUSIVE RESPONSIBILITY OF THE CONTRACTOR. THIS

DIVISION SHALL COORDINATE ITS WORK WITH ALL DIVISIONS

OF THE WORK AND ADJUST ITS WORK AS REQUIRED BY THE

ACTUAL CONDITIONS OF THE PROJECT.

A. THE CONTRACTOR SHALL VISIT THE SITE BEFORE

SUBMITTING A BID TO BECOME THOROUGHLY FAMILIAR

WITH THE ACTUAL CONDITIONS OF THE PROJECT. NO

EXTRAS WILL BE ALLOWED DUE TO LACK OF

KNOWLEDGE OF EXISTING CONDITIONS.

B. CERTAIN SYSTEMS REQUIRE ENGINEERING OF

INSTALLATION DETAILS BY CONTRACTOR. UNLESS

FULLY DETAILED IN THE CONTRACT DOCUMENTS, SUCH

ENGINEERING IS THE EXCLUSIVE RESPONSIBILITY OF

THE CONTRACTOR.

C. IT IS THE CONTRACTOR'S RESPONSIBILITY TO

DETERMINE WHERE CLEARANCES ARE LIMITED, AND

WHERE INSTALLATION DRAWINGS OR SCHEMATICS,

"CONSTRUCTION DRAWINGS", OR COORDINATION

DRAWINGS MAY BE REQUIRED IN ACCORDANCE WITH,

OR IN EXCESS OF, THOSE REQUIRED BY THE

SPECIFICATIONS. THE CONTRACTOR SHALL PREPARE

ALL SUCH COORDINATION DRAWINGS AS PART OF THE

BASE CONTRACT.

4. THESE NOTES ONLY SUPPLEMENT, AND DO NOT REPLACE,

THE SPECIFICATIONS.


A. THE DEFINITIONS OF DIVISION 1 AND THE GENERAL

CONDITIONS OF THIS SPECIFICATION ALSO APPLY TO

THE DIVISION 23 CONTRACT DOCUMENTS.


SPECIFICATIONS, GENERAL CONDITIONS, PROJECT

MANUALS, ETC., PREPARED BY ENGINEER (OR OTHER

DESIGN PROFESSIONAL IN ASSOCIATION WITH

ENGINEER) FOR CONTRACTOR'S BID OR CONTRACTOR'S

NEGOTIATIONS WITH THE OWNER. THE DIVISION 23

DRAWINGS AND SPECIFICATIONS PREPARED BY THE

ENGINEER ARE NOT CONSTRUCTION DOCUMENTS.

C. "CONSTRUCTION DOCUMENTS", "CONSTRUCTION

DRAWINGS", AND SIMILAR TERMS FOR DIVISION 23

WORK REFER TO INSTALLATION DIAGRAMS, SHOP

DRAWINGS AND COORDINATION DRAWINGS PREPARED

BY THE CONTRACTOR USING THE DESIGN INTENT

INDICATED ON THE ENGINEER'S CONTRACT

DOCUMENTS. THESE SPECIFICATIONS DETAIL THE


CONTRACTOR" AND FOR PREPARATION OF

CONSTRUCTION DOCUMENTS.

D. "FURNISH" MEANS TO "SUPPLY" AND USUALLY REFERS

TO AN ITEM OF EQUIPMENT.

E. "INSTALL" MEANS TO "SET IN PLACE, CONNECT AND

PLACE IN FULL OPERATIONAL ORDER".


G. "EQUIVALENT" MEANS "MEETS THE SPECIFICATIONS OF

THE REFERENCE PRODUCT OR ITEM IN ALL SIGNIFICANT

ASPECTS." SIGNIFICANT ASPECTS SHALL BE AS

DETERMINED BY THE ARCHITECT/ENGINEER.

H. "WORK BY OTHER(S) DIVISIONS"; "RE: XX DIVISION", AND

SIMILAR EXPRESSIONS MEANS WORK TO BE

PERFORMED UNDER THE CONTRACT DOCUMENTS, BUT

NOT NECESSARILY UNDER THE DIVISION OR SECTION OF

THE WORK ON WHICH THE NOTE APPEARS. IT IS THE

CONTRACTOR'S SOLE RESPONSIBILITY TO COORDINATE

THE WORK OF THE CONTRACT BETWEEN HIS/HER


CLARIFICATION IS REQUIRED, CONSULT

ARCHITECT/ENGINEER BEFORE SUBMITTING BID.

I. BY INFERENCE, ANY REFERENCE TO A "CONTRACTOR"

OR "SUB-CONTRACTOR" MEANS THE ENTITY WHICH HAS


CONTRACT DOCUMENTS.

J. "ENGINEER" MEANS THE DESIGN PROFESSIONAL FIRM

WHICH HAS PREPARED THESE CONTRACT DOCUMENTS.

ALL QUESTIONS, SUBMITTALS, ETC. OF THIS DIVISION

SHALL BE ROUTED THROUGH THE ARCHITECT TO THE

ENGINEER (THROUGH PROPER CONTRACTUAL

CHANNELS).

EXISTING BUILDING:

1. THE CONTRACTOR'S ATTENTION IS CALLED TO THE FACT

THAT THE EXISTING BUILDING WILL BE OCCUPIED BY THE

OWNER DURING CONSTRUCTION. CONTINUED OPERATION OF

THE FACILITY SHALL NOT BE HINDERED BY THIS WORK. THE

CONTRACTOR SHALL ACCOUNT FOR ALL ADDITIONAL COSTS

WHICH MAY BE INCURRED BY HIM DUE TO THE DIFFICULTY OF

WORKING OVER AND AROUND EMPLOYEES, DESKS,

EQUIPMENT, ETC.; AND DUE TO THE HOURS OF THE DAY IN

WHICH AN AREA MAY BE AVAILABLE WHEN SUBMITTING HIS

BID.


VARIATIONS IN THE ACTUAL INSTALLATION FROM THE

ORIGINAL DESIGN. SURRENDER DRAWINGS TO OWNER UPON

COMPLETION. INCORPORATE THESE NOTES INTO THE

AS-BUILT DRAWINGS.

3. COORDINATE ALL PENETRATIONS OF THE FLOOR SLAB PRIOR

TO COMMENCING WORK. UTILIZE X-RAY AND VISUAL

INVESTIGATION OF EXISTING CONDITIONS AS REQUIRED

PRIOR TO DRILLING OR CUTTING. COORDINATE ALL NEW

PENETRATIONS WITH OTHER DIVISIONS OF THE WORK. ALL

CONTRACTORS ARE INDIVIDUALLY RESPONSIBLE FOR ALL

PENETRATIONS REQUIRED BY THEIR DIVISIONS.

GENERAL PLUMBING DEMOLITION NOTES:

1. THE CONTRACTOR SHALL CAREFULLY INSPECT, REVIEW AND

DOCUMENT THE EXISTING BUILDING PLUMBING SYSTEMS

WITHIN THE PROJECT WORK AREAS SHOWN TO BE

DEMOLISHED. PRIOR DOCUMENTATION OF EXISTING

CONDITIONS, CAPACITIES AND PHYSICAL ARRANGEMENTS IS

LIMITED. THESE DOCUMENTS ATTEMPT TO DEFINE AREAS BUT

MAY NOT ACCURATELY SHOW ALL EXISTING CONDITIONS.

2. ALL EXISTING SANITARY AND STORM PIPING BEING REUSED

SHALL BE INSPECTED AND VERIFIED TO BE IN GOOD

CONDITION PRIOR TO CONNECTION OF ANY NEW PLUMBING

SYSTEMS.

3. ALL PIPING SYSTEMS NO LONGER IS USE DUE TO

RENOVATION SHALL BE REMOVED. NO PIPING WILL BE

ABANDONED IN PLACE.

GENERAL PLUMBING NOTES:

1. ALL DRAIN GRATES, CLEANOUT COVERS, AND OTHER

FINISHED-EXPOSED COMPONENTS SHALL BE PROTECTED

FROM DAMAGE. DAMAGED COMPONENTS SHALL BE

REPLACED BY CONTRACTOR AT NO ADDITIONAL COST TO THE

CONTRACT.

2. COORDINATE ROUTING OF ALL PLUMBING PIPING WITH

STRUCTURAL BEAMS, COLUMNS, ETC. ALLOW FOR

REROUTING OF PIPING AS REQUIRED.

3. PIPING ROUTING ON DRAWINGS IS GENERALLY

DIAGRAMMATIC WITH EFFORTS DURING DESIGN TO AVOID

STRUCTURAL CONFLICTS. CONTRACTOR SHALL COORDINATE

ROUTING OF ALL PIPING THROUGH BUILDING WITH

STRUCTURAL CONDITIONS. CONTRACTOR COORDINATION

DRAWINGS SHALL REFLECT ALL PIPE ROUTING AND PIPING

THAT MAY HAVE TO BE SHIFTED AND/OR MOVED TO AVOID

CONFLICTS. SHIFTED OR MOVED PIPING SHALL REFLECT NO

ADDITIONAL COST TO THE PROJECT.

4. ALL REQUIRED OPENINGS IN STEEL BEAMS AND STRUCTURAL

WALLS ARE TO BE ACCOMPLISHED USING

SLEEVES/PENETRATIONS PROPERLY SIZED FOR THE PIPE

THEY SERVE. CORE DRILLING IN PANS IS ALLOWED UPON

PRIOR APPROVAL OF ARCHITECT AND STRUCTURAL

ENGINEER.

5. ALL HORIZONTAL SANITARY PIPING 3" AND SMALLER

WHETHER ABOVE GRADE OR BELOW SHALL SLOPE AT 1/4"/FT.

SLOPE. ALL PIPING 4" AND LARGER SHALL SLOPE AT 1/8"/FT.

SLOPE UNLESS OTHERWISE NOTED. ALL STORM AND

OVERFLOW PIPING SHALL SLOPE AT 1/8"/FT. SLOPE UNLESS

OTHERWISE NOTED. ALL GREASE WASTE PIPING SHALL SLOPE

AT 1/4"/FT.

6. IN GENERAL THE POINT OF CONNECTION FOR SANITARY AND

STORM PIPE IS AT 5 FEET OUTSIDE OF BUILDING FOOTPRINT.

CONFORM WORK TO MEET INVERT.

7. CAP ALL SANITARY AND STORM TEES FOR FUTURE BRANCH

PIPING AND STAKE LOCATION OF PIPING FOR CONNECTION TO

FUTURE BRANCH LINES.

8. ALL PIPING TO BE INSTALLED IN CONCEALED AREAS, IF NOT

POSSIBLE PIPING TO BE PERPENDICULAR AND PARALLEL

TIGHT TO STRUCTURE. INSTALL WITHIN WEBBING OF STEEL.

REFER TO ARCH. DRAWINGS FOR AREAS WHICH NO PIPING

CAN BE INSTALLED, "NO FLY ZONES" OR RESTRICTED AREAS.

ALL SHOP DRAWINGS AND COORDINATION DRAWINGS MUST

BE SUBMITTED TO OWNER FOR APPROVAL BEFORE

INSTALLATION.

9. ALL CLEANOUTS FOR HORIZONTAL STORM DRAINAGE SYSTEM

SHALL BE PIPE SIZE OR MAXIMUM 6" FOR LARGER PIPE. IN

ADDITION TO THE CLEANOUT LOCATIONS SHOWN ON

DRAWINGS, CLEANOUTS SHALL BE PROVIDED PROVIDED IN

ACCORDANCE WITH THE LOCAL GOVERNING CODE.

ADDITIONAL CLEANOUTS SHALL BE PROVIDED AS FOLLOWS;

A. EACH RUN OF PIPING WHICH IS MORE THAN 75 FEET IN

LENGTH OR FRACTION THEREOF

B. HORIZONTAL LINES 5 FEET OR MORE

C. HORIZONTAL LINES FOR EACH AGGREGATE CHANGE OF

DIRECTION EXCEEDING 45 DEGREES,

D. AT THE BASE OF ALL SANITARY AND STORM RISERS. ALL

VERTICAL CLEANOUTS SHALL BE SIZED TO

ACCOMMODATE THE LARGEST PIPE ON THAT BRANCH

LINE, BUT NEVER LARGER THAN 4". ALL GREASE WASTE

PIPING SHALL HAVE CLEANOUTS EVERY 50 FEET OR

FRACTIONS THEREOF AND AS NOTED ABOVE. ALL

10. ALL EQUIPMENT AND PIPING SHALL BE BRACED FOR SEISMIC

REQUIREMENTS APPLICABLE FOR SEISMIC ZONE

REQUIREMENTS FOR THIS PROJECT.

11. PROVIDE DIELECTRIC FITTINGS AT ALL CONNECTIONS

BETWEEN DISSIMILAR METALS AND AS SHOWN ON DRAWINGS.


1. VERIFY THE ELECTRICAL SERVICE PROVIDED BY THE

ELECTRICAL CONTRACTOR BEFORE ORDERING ANY

PLUMBING EQUIPMENT REQUIRING ELECTRICAL

CONNECTIONS.

2. THE ELECTRICAL POWER FOR CERTAIN EQUIPMENT

PROVIDED UNDER DIVISION 22 HAS NOT BEEN SPECIFICALLY

INDICATED ON THE ELECTRICAL DRAWINGS AND MUST BE

PROVIDED BY AND FIELD COORDINATED BY THE DIVISION 22

TRADE REQUIRING SUCH POWER.

INSTALLATION:

1. SUSPEND EACH TRADE'S WORK SEPARATELY FROM THE

STRUCTURE. DUCTWORK SHALL BE HELD TIGHT TO

STRUCTURE EXCEPT WHERE OTHERWISE SHOWN.

2. INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE

WITH MANUFACTURER'S RECOMMENDATIONS UNLESS

SPECIFICALLY INDICATED OTHERWISE OR WHERE LOCAL

CODES OR REGULATIONS TAKE PRECEDENCE.

3. PROVIDE FOR SAFE CONDUCT OF THE WORK, CAREFUL

REMOVAL AND DISPOSAL OF MATERIALS AND PROTECTION OF

PROPERTY WHICH IS TO REMAIN UNDISTURBED.

4. PLUMBING CONTRACTOR IS RESPONSIBLE FOR PROVIDING

ALL CONCRETE EQUIPMENT PAD DIMENSIONS, BASED ON THE

FINAL EQUIPMENT SELECTION, TO THE STRUCTURAL AND

GENERAL CONTRACTOR FOR INCLUSION IN THOSE

CONTRACTOR'S WORK AS DESCRIBED BY THE GENERAL

CONTRACTOR.

5. WARRANTY: AT A MINIMUM, THE ENTIRE PLUMBING SYSTEM

SHALL BE WARRANTED AGAINST DEFECTS IN MATERIALS AND

WORKMANSHIP FOR A PERIOD OF ONE (1) YEAR AFTER

ACCEPTANCE OF THE SYSTEM BY THE OWNER. REFER TO

INDIVIDUAL SPECIFICATION SECTIONS FOR SPECIFIC

WARRANTY REQUIREMENTS.

PIPE INSTALLATION:

1. ALL PIPING SHALL BE ADEQUATELY SUPPORTED FROM THE

BUILDING STRUCTURE TO PREVENT SAGGING, POCKETING,

SWAYING OR DISPLACEMENT BY MEANS OF HANGERS AND

SUPPORTS. PIPING IS NOT TO BE SUPPORTED BY EQUIPMENT.

2. PROVIDE DIELECTRIC UNIONS BETWEEN DISSIMILAR

MATERIALS.


PERFORMING PRESSURE TEST. DO NOT USE PIPING SYSTEM

VALVES TO ISOLATE SECTIONS WHERE PRESSURIZE PIPING

AT AS SPECIFIED IN THE SPECIFICATION OR TO 100 PSIG

MINIMUM. IF LEAKAGE IS OBSERVED OR IF TEMPERATURE

COMPENSATED PRESSURE DROP EXCEEDS 1% OF TEST

PRESSURE, REPAIR LEAKS AND RETEST.

4. PROVIDE SUPPORT UNDER ELBOWS ON PUMP SUCTION AND

DISCHARGE LINES.

5. ALL STRAINERS SHALL BE FURNISHED WITH A "ROUGHING"

SCREEN AND TWO (2) SCREENS FOR NORMAL OPERATION.

INSTALL STRAINER WITH ROUGHING SCREEN AND OPERATE

SYSTEM FOR 24 HOURS MINIMUM (RUN DOMESTIC WATER

SYSTEMS AT MAX FLOW FOR A MINIMUM OF ONE HALF (1/2)

HOUR. REMOVE ROUGHING SCREEN AND INSTALL NORMAL

SCREEN, AFTER TWO WEEKS OF NORMAL OPERATION INSTALL

NEW NORMAL SCREEN.

6. PIPING SIZES SHALL BE BASED ON 2' OR LESS HEAD LOSS PER

100 FEET OF LENGTH. VELOCITIES SHALL NOT EXCEED 10

FEET PER SECOND.

7. INSTALL ALL PIPING TO ALLOW FOR EXPANSION AND

CONTRACTION WITHIN THE PIPING SYSTEM. ENSURE ALL

REQUIRED PIPE EXPANSION WILL OCCUR IN THE PROPER

DIRECTION AND SEGMENT OF PIPE. PROPERLY ANCHOR (RE:

SPECIFICATIONS) ALL PIPING REQUIRING

EXPANSION/CONTRACTION ISOLATION. COORDINATE PIPE

EXPANSION/CONTRACTION TO PREVENT DAMAGE TO ANY AND

ALL BUILDING COMPONENTS.


1. KEEP DEMOLITION & CUTTING TO MINIMUM REQUIRED FOR

PROPER EXECUTION OF WORK.

2. BE RESPONSIBLE FOR ALL CUTTING AND PATCHING

NECESSARY FOR THE COMPLETION OF THE WORK.

3. NO CUTTING (NOT SHOWN ON THE CONTRACT DOCUMENTS)

SHALL BE DONE WITHOUT THE APPROVAL OF THE ARCHITECT

AS TO LOCATIONS, METHOD AND EXTENT OF THE CUTTING.


EXISTING CONSTRUCTION WITH NO NOTICEABLE DIFFERENCE

IN CONTINUITY, APPEARANCE OR FUNCTION.

5. DEMOLISH AND CAP ALL INDICATED PIPING BACK AT NEAREST

MAIN.

FIRE STOPPING:

1. FIRE STOPPING REQUIREMENT: PENETRATIONS THROUGH

RATED WALLS AND FLOORS SHALL BE SEALED WITH A

MATERIAL CAPABLE OF PREVENTING THE PASSAGE OF

FLAMES AND HOT GASES WHEN SUBJECTED TO THE

REQUIREMENTS OF THE TEST STANDARD SPECIFIC FOR FIRE

STOPS ASTM-E-814. ACCEPTANCE MATERIALS INCLUDE: DOW

CORNING RTV FIRE STOP FOAM FOR BARE PIPE, METAL

CONDUIT, AND ELECTRICAL CABLE; 3M FIRE DAM 150 CAULK

FOR BARE PIPE, METAL CONDUIT, AND BUILDING

CONSTRUCTION; GAPS 3M FS-195 INTUMESCENT STRIPS FOR

INSULATED PIPES, PLASTIC PIPE OR CONDUIT, AND

ELECTRICAL CABLE.



SYSTEMS, LEVEL OF CONTROL AND FINISH, RELATIONSHIPS

WITH OTHER BUILDING SYSTEMS, AND GENERAL DESIGN

INTENT OF THIS DIVISION'S WORK. THE CONTRACTOR SHALL

EXAMINE THE DOCUMENTS OF ALL TRADES TO COMPLETELY

FAMILIARIZE HIM/HERSELF WITH THE VARIOUS CONCEPTS

PRESENTED BY OTHER TRADES AND ADAPT THIS WORK AND

ANY ASSOCIATED PRICING ACCORDING. WHERE CONFLICTS

EXIST BETWEEN THESE DOCUMENTS AND THOSE OF OTHER

DIVISIONS, THE MORE STRINGENT (AS DETERMINED BY THE

ENGINEER) SHALL TAKE PRECEDENCE. IN PARTICULAR,

WHERE ARCHITECTURAL BACKGROUNDS INDICATE

PROGRAMMATIC DIFFERENCES IN ROOM LOCATIONS, ROOM

FUNCTIONS, PLUMBING FIXTURE COUNTS, CEILING TYPES,

RATED CONSTRUCTION, CLEARANCES, OR ROOM

RELATIONSHIPS, THE ARCHITECTURAL DRAWINGS SHALL

TAKE PRECEDENCE AND THIS CONTRACTOR SHALL ADAPT

HIS/HER WORK ACCORDINGLY WHILE MAINTAINING THE

DESIGN INTENT REPRESENTED BY THE DOCUMENTS OF THIS

DIVISION.

2. PROVIDE FIRE STOPPING ON ALL EXISTING AND NEW PIPES,

DEVICES, ETC. PENETRATING ALL FIRE RATED CONSTRUCTION

ASSEMBLIES.

3. EQUIPMENT SHOWN IS NOT NECESSARILY TO SCALE.

4. THE DRAWINGS ARE DIAGRAMMATIC IN NATURE. THE

CONTRACTOR IS RESPONSIBLE FOR ALL OFFSETS,

TRANSITIONS, ELBOWS, ETC. AS REQUIRED IN DUCTWORK,

PIPING, SUPPORTS, ETC. TO COMPLETE HIS/HER WORK IN A

CLEAN, FUNCTIONAL INSTALLATION.


PENETRATIONS THROUGH SLABS AND BEAMS REQUIRED BY

THE INTENT OF THE SCOPE OF WORK INDICATED ON THE

DRAWINGS. COORDINATION OF QUANTITY AND LOCATIONS OF

ALL PENETRATIONS SHALL BE DONE BY THIS CONTRACTOR

DURING THE SHOP DRAWINGS PROCESS FOR REVIEW BY THE

STRUCTURAL ENGINEER.

SEWAGE EJECTOR/SUMP PUMP SCHEDULE

CODE

SEP-ICE

GENERAL NOTES

1. PROVIDE CHECK VALVE AND SHUT OFF VALVE ON EACH PUMP (#30-0152). SEE GENERAL DETAIL ON DRAWINGS.

2. PROVIDE A NEMA 4X DUPLEX CONTROL PANEL WITH ALTERNATING CAPABILITES, (#10-1042).

3. PROVIDE FOUR CLAMP TYPE \VARIABLE LEVEL FLOAT SWITCH (#10-0744)

4. PROVIDE A DUPLEX BASIN AND COVER, FIBERGLASS CONSTRUCTION WITH A 4" INLET HUB, AND A STEEL DUPLEX COVER 2"D 2"V (#31-0010)

5. PROVIDE QUICK DISCONNECT PIPING.

6. CONTROL PANEL SHALL BE FURNISHED WITH A BMS CONNECTION. BMS SHALL MONITOR ALL ALARMS.

7. PROVIDE A GAS TIGHT LID ON SUMP BASIN.

MANUFACTURER/MODEL NO.

ZOELLER / N163

SERVICE

ICE PLANT

TYPE

SUBMERSIBLE

NO. OF

PUMPS

2

GPM(EA)

59

FT HD (EA)

20

DISCHARGE SIZE (EA)

2"

RPM

3,450

SUMP SIZE

36" DIA X 36" DEEP

ELECTRICAL (EA.)

HP

0.5

VOLT

115

PH

1

FLA

15

REMARKS

PLUMBING FIXTURE SCHEDULE

CODE

SS

FD

GENERAL NOTES

1. PLUMBING DESIGN AND SIZES ARE BASED ON THE 2015 UNIFORM PLUMBING CODE.

2. FINISH AND TYPE OF ALL FIXTURES ARE SUBJECT TO ARCHITECT APPROVAL.

3. EACH PLUMBING FIXTURE SHALL BE PROVIDED WITH A P-TRAP, EXCEPT THOSE WITH INTEGRAL TRAPS.

4. FAUCET SHALL BE LEAD FREE AS PER COMPLIANCE WITH NSF 61.

ACCESSORY CODES

TP = TRAP PRIMER

TMV = GUARDIAN MODEL G3900LF TEMPERING VALVE, 81 GALLON CAPACITY, ANSI Z358.1-2014, ONE TEMPERING VALVE FOR BOTH SS.

FIXTURE

SAFETY STATION WITH EYEWASH

FLOOR DRAIN

MANUFACTURER / MODEL NO.

GUARDIAN / G1902

ZURN / Z-505

CW CONN.

1-1/4"

-

HW CONN.

1-1/4"

-

SAN CONN.

-

SEE PLANS

VENT CONN.

1-1/2"

2"

ACCESSORIES

TMV

TP

CHILLER PLANT - 31 LEVEL

MECHANICAL MEZZANINE - 48 LEVEL

SEWAGE

EJECTOR

4"FD3"FD

4"SAN

2"V

2"V

SEP

ICE

2"V

EXISTING

8"SAN

2"P

D

TO STREET

PLUMBING RISER DIAGRAMN.T.S.

CODP

SS

4"FD

2"V

SS

4"SAN

(E

)4

"V

PLUMBING SHEET LIST TABLE


P-000.00 PLUMBING LEGEND, SCHEDULE, NOTES, AND RISER DIAGRAM

P-201.00 PLUMBING PLAN - ICE CHILLER PLANT

P-202.00 PLUMBING PLAN - ROOF

P-700.00 PLUMBING DETAILS I

P-701.00 PLUMBING DETAILS II

PROJ. NO.

DWG. No.SCALE

DWG. TITLE

DATE PLOTTED

CHECKED

DRAWN

REVISIONS/ISSUES


DESCRIPTION DATE

1605.05-3





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Tel (416) 591 8999 Fax(416) 591 9087



Tel (212) 986 3700 Fax (212) 687 6467



Tel (310) 842 8700 Fax (310) 842 7700

Severud Associates

engineers


HARTFORD, CT



1

AS NOTED

ME

ME

P-000.00

PLUMBING LEGEND,

SCHEDULE, NOTES, AND

RISER DIAGRAM




THESE EXISTING CONDITION TO CONFIRM THE PRECISE EXISTING

CONDITIONS AND TIE-IN LOCATION FOR NEW WORK. REFER TO

DEMOLITION PLANS FOR ADDITIONAL INFORMATION REGARDING

EXISTING SYSTEMS. EXISTING SYSTEMS NOTES ARE NOT SHOWN

ON CONSTRUCTION PLANS FOR CLARITY OF THE DRAWINGS.

2. THE CONTRACTOR SHALL FREEZE ANY AND ALL PIPING THAT DOES

NOT HAVE A POSITIVE SHUT DOWN OR OPERATING/EXISTING

VALVE. CONTRACTOR SHALL PROVIDE VALVES TO INSTALL.








REMOVE EXISTING FLOOR DRAIN GRATE AND REPLACE WITH A

SEALED SOLID COVER.

DEMOLISH EXISTING SANITARY DROP THROUGH SLAB. PROVIDE A

CLEANOUT ON EXISTING SANITARY DROP TO ALLOW FOR FUTURE

CLEANING.

2

NIC

(E)4"SAN DN/UP

(R)FD

DEMOLISH ALL EXISTING CW, HW, HWC,

SANITARY, VENT PIPING BACK TO

NEAREST MAIN THAT SERVES

BATHROOM IN THIS AREA. FIXTURES

INCLUDE (2) LAVATORIES, (1) WATER

CLOSET, (1) URINAL, & (1) SHOWER.

(E)4"SAN UP

(E)FD

(R)

3

4

"HW/CW

UP TO CAPPED

PIPE

(E)4"V UP

(R

)4

"U

GS

(R

)4

"V

(R

)4

"V

(R

)4

"V

(R)2"CW

(R)1"HW

(E

)4

"U

GS

(E

)4

"U

GS

(R)4"V DN

(E)4"V

(R)

3

4

"HW

(R)

3

4

"CW

(R

)

3 4

"H

W

(R

)

3 4

"C

W

DEMOLISH ALL EXISTING CW, HW, HWC, SANITARY, VENT

PIPING BACK TO NEAREST MAIN THAT SERVES BATHROOM IN

THIS AREA. FIXTURES INCLUDE (1) SHOWER AND ALL PIPING

TRIM FOR AN ABANDONED LAVATORY AND WATER CLOSET.

CAP ALL FLOOR DRAINS WITH SOLID COVERS.

(E)4"UGS

1

2

SEE MECHANICAL DWG

FOR CONTINUATION.

1

1

2

"RPZ

A A.5 A.7 BA A.5 A.7 B

(E)14"STORM

M(E)4"DCW

SEE MECHANICAL DWG

FOR CONTINUATION.

1

1

2"CW

1

1

2

"RPZ, PIPE DRAIN

DISCHARGE TO NEAREST

FLOOR DRAIN.

2"PD

DN

(E)8"SAN

NIC

(E)4"SAN DN/UP

(E)4"SAN UP

(E)FD

(E)4"V UP

(E

)4

"U

GS

(E

)4

"U

GS

(E)4"V

(E)4"UGS

SS

3"FD

4"FD

4"FD

CODP

CODP

ROUTE PIPE THRU

EXISTING GRAY BEAM

PENETRATION

SS

.

2"C

W

1"H

W

..

1

1

4

"TW

1

1

2

"TW

1

1

4

"TW

2"PD

UP

TRAP

PRIMER

TEMPERING

VALVE

SEP

ICE

1

1

2

"C

W

1

1

2

CW

SEE MECHANICAL DWG

FOR CONTINUATION.

1

1

2

"RPZ

4"S

AN

PROJ. NO.

DWG. No.SCALE

DWG. TITLE

DATE PLOTTED

CHECKED

DRAWN

REVISIONS/ISSUES


DESCRIPTION DATE

1605.05-3





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12 FEB 2019

XL CENTER

Tel (416) 591 8999 Fax(416) 591 9087



Tel (212) 986 3700 Fax (212) 687 6467



Tel (310) 842 8700 Fax (310) 842 7700

Severud Associates

engineers


HARTFORD, CT



1

AS NOTED

ME

ME

P-201.00

PLUMBING PLAN - ICE

CHILLER PLANT

PLUMBING PLAN - MEZZANINE ABOVE ICE PLANT - 48 LEVEL

31/8" = 1'-0"

PLUMBING DEMO PLAN - FUTURE ICE CHILLER PLANT

11/8" = 1'-0"

PLUMBING PLAN - ICE CHILLER PLANT

21/8" = 1'-0"

GENERAL NOTES

KEYNOTES

1





TO CONFIRM THE PRECISE EXISTING

CONDITIONS AND TIE-IN LOCATION FOR

NEW WORK. REFER TO DEMOLITION

PLANS FOR ADDITIONAL INFORMATION

REGARDING EXISTING SYSTEMS. EXISTING

SYSTEMS NOTES ARE NOT SHOWN ON

CONSTRUCTION PLANS FOR CLARITY OF

THE DRAWINGS.

2. THE CONTRACTOR SHALL FREEZE ANY

AND ALL PIPING THAT DOES NOT HAVE A

POSITIVE SHUT DOWN OR

OPERATING/EXISTING VALVE.

CONTRACTOR SHALL PROVIDE VALVES TO

INSTALL.



PENETRATIONS.









6.

XX

EXISTING

SHAFT

NEW PIPING

COORD.

W/ MECH

ROOF HATCH

LADDERNEW GWB BHD

NEW ACT

2 x 2

8' - 6" AFF

EXISTING ACT

8' - 6" AFF

ROOF HATCH ABOVE

ENSURE EXISTING

RATED CONSTRUCTION

@STAIR

ENCLOSURE

RETAINED & RESTORED

GWB BHD

TO CONCEAL

RWL

4"ST

UP

4"ST

UP

4"HUB

UP

EXTEND 4"SAN TO

CONNECT TO EXISTING

4"SAN LOCATED IN

PLUMBING CHASE.

4"S

AN

(E)8"ST DN

4"S

T

NEW COOLING TOWER

REFER TO MECH.

EXIST PARAPET

EXIST WALL BELOW

NEW

COOLING

TOWER

EXIST WALL BELOW

RDRD

NEW GUARDRAIL NEW ROOF AREA EXIST MTL SIDING

BELOW

EXIST EXH FAN

NEW ROOF

ACCESS LADDER

4"ST

DN

4"RD4"RD

4"ST

DN

4"HUB

DN

4"HUB

PROJ. NO.

DWG. No.SCALE

DWG. TITLE

DATE PLOTTED

CHECKED

DRAWN

REVISIONS/ISSUES


DESCRIPTION DATE

1605.05-3





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XL CENTER

Tel (416) 591 8999 Fax(416) 591 9087



Tel (212) 986 3700 Fax (212) 687 6467



Tel (310) 842 8700 Fax (310) 842 7700

Severud Associates

engineers


HARTFORD, CT



1

AS NOTED

ME

ME

P-202.00

PLUMBING PLAN - ROOF

PLUMBING PLAN - CLUB LEVEL (LEVEL 107)

21/8" = 1'-0"

PLUMBING PLAN - ROOF

11/8" = 1'-0"

NOTE:

1. REFER TO SPECIFICATIONS SECTION 22 10 00.

2. THIS DETAIL ALSO APPLICABLE TO INTERIOR NON-WATER PROOF

FLOOR CONSTRUCTION. FOR WATER PROOF FLOOR

CONSTRUCTION AND OTHER FLOOR CONSTRUCTION SEE

SPECIFICATIONS.

3. F RATING: 1 OR 2 HOUR

4. UL W-L-1083 SYSTEM ASSEMBLY

5. TESTED IN ACCORDANCE WITH ASTM E-814 AND ANSI/UL 1479

6. ALL EQUIPMENT SHALL BE PROVIDED WITH

SEISMIC BRACING

ENGINEER TO CONFIRM.

ESCUTCHEON BOTH SIDES

PROVIDE A MINIMUM

1

2

IN. DEPTH OF SEALANT (NELSON

CLK SEALANT OR EQUIVALENT) FLUSH WITH WALL.

ALL SPACES BETWEEN PIPES AND SLEEVES SHALL BE

PACKED FULL DEPTH WITH MINERAL WOOL OR OTHER

EQUALLY FIRE RESISTIVE MATERIAL (FIBERGLASS SHALL

NOT BE USED). SLEEVE CLEARANCE SHALL NOT EXCEED 1/2"

BETWEEN PIPE AND SLEEVE.

PIPE SLEEVE

CEMENT ANY GAPS BETWEEN

SLEEVES AND WALL

PIPE

WALL OR PARTITION

A

DETAIL OF PIPING PIERCING REQUIRED FIRE RATE PARTITIONS AND WALL

NO SCALE

4" MINIMUM

NOTE:

THIS DETAIL REFERS TO PIPES BEING INSTALLED

THROUGH EXISTING FLOOR SLABS USING A CORE DRILL.

SLAB THICKNESS SHALL BE CONFIRMED BY CORE

DRILLING THROUGH THE SLAB FOR THE RISER BEFORE

DRILLING FOR SLEEVE.

PIPE RISER


OVER PIPE CLAMP

PIPE CLAMP

PROVIDE WATERPROOF

NON-SHRINK GROUT #5000

BY PLUMBING

CONTRACTOR

PACK VOID TIGHTLY W/

APPROVED FIRE SEALANT AND

SEAL ENDS WITH WATERPROOF

MASTIC, SEE SPEC.

EPOXY COATING

WATER PROOFING

2"

MINIMUM 4"

IPS SCH 40 PIPE SLEEVE

SIZED FOR MIN 1/2"

ANNULUS

CHROME PLATED

ESCUTCHEON PLATE

ON EXPOSED PIPES

B

DETAIL OF PIPE THRU EXISTING FLOOR SLAB

NO SCALE

C

PIPE THRU STUD WALL DETAIL

NO SCALE


16 GAGE PIPE SLEEVE

PIPE


STUD WALL

POSITIVE ACTING CHROME PLATED

ESCUTCHEON PLATES

NOTE:

OMIT ESCUTCHEON PLATES FOR

CONCEALED PIPES.


OVER PIPE CLAMP

1/4" THICK SPOKE, 4" LARGER

THAN SLEEVE DIA. TACK WELD

TO SLEEVE

PIPE RISER

PIPE CLAMP

WATER STOP CURB WHERE

DIRECTED

PACK VOID TIGHTLY W/APPROVED FIRE

SEALANT AND SEAL ENDS WITH MASTIC,

SEE SECTION 22 10 00.

IPS PIPE SLEEVE SIZED FOR

MIN 1/2" ANNULUS

CHROME PLATED

ESCUTCHEON PLATE ON

EXPOSED PIPES

D

PIPE THRU FLOOR SLAB DETAIL

NO SCALE

CONC. DECK

HILTI SHIELD

SUPPORT BEAM

LOOP HANGER

T.B. CLAMP

3/8" A.T.R.

PIPE

LOOP HANGER

PIPE

HILTI SHIELD HANGER

NOT TO SCALE

TOP BEAM CLAMP

NOT TO SCALE

3/8" ROD COUP. (IF NEEDED)

3/8" A.T.R.

NOTES:


SEISMIC BRACING

E

HANGER DETAILS

NO SCALE

INSULATION

SHIELD

HANGER ROD

SEMI- CYLINDRICAL GALVANIZED IRON

SHIELD. FOR HOT PIPES 2-1/2" & OVER, USE

PROTECTIVE SADDLE

ANGLE IRON

INSULATION

PIPE

LOAD BEARING CALCIUM

SILICATE INSULATION AT ALL

HANGER POINTS

NOTES:


SEISMIC BRACING

F

TRAPEZE HANGER

NO SCALE

NOTES:


SEISMIC BRACING

HANGER ROD

VIBRATION ELIMINATORS WHERE

REQUIRED (SEE SPECIFICATIONS)

PIPE

G

CLEVIS HANGER

NO SCALE

NOTES:


SEISMIC BRACING

INSULATION SHIELD

INSULATION

LOAD BEARING CALCIUM SILICATE

INSULATION AT ALL HANGER

POINTS

SEMI- CYLINDRICAL GALVANIZED IRON

SHIELD. FOR HOT PIPES 2-1/2" & OVER,


VIBRATION ELIMINATORS WHERE

REQUIRED (SEE SPECIFICATIONS)

NOTES:

1. PROVIDE RUBBER INSULATORS OR COPPER PLATED TRAPEZE

WHERE COPPER PIPE IS IN CONTACT WITH TRAPEZE.

2. PROVIDE VIBRATION ISOLATORS IN PIPE HANGERS WITHIN 10 FEET

OF ROTATING EQUIPMENT.

PIPE PARALLEL

TO JOISTS

PIPE PERPENDICULAR

TO JOISTS

NOTES:


SEISMIC BRACING

4 x 3 x 1/4" ANGLE STEEL

BOLTS

(TYPICAL)

HANGER RODS FOR

PIPING SUPPORT

3/8" DIA HANGER ROD.

WELDED

JOIST

4 x 3 x 1/4" ANGLE STEEL CONT. CONN. TO

JOISTS AT PANEL POINT

WELDED

BOLTS

(TYPICAL)

4 x 3 x 1/4" ANGLE

STEEL

H

METHODS OF PIPE SUPPORT

NO SCALE

PPP #P2-500 TRAP PRIMER

PPP #AG-500 AIR GAP FITTING

1

2

" TO (1) FLOOR DRAIN PRIMER TAP OR

DU-2 DISTR. UNIT.

PPP #DU-2 DISTR. UNIT (WHEN REQ'D TO

SERVE (2) FLOOR DRAINS)

1

2

"TO EACH FLOOR DRAIN

1" MIN.

FIXED

AIR GAP

1

2

"FULL PORT BALL VALVE

1

2

"

HEIGHT ABOVE FINISHED FLOOR TO

BE 1'-0" FOR EVERY 20'-0" OF

PRIMER PIPE LINE.

CW MAIN

6" MIN.

11"

I

TRAP PRIMER DETAIL

NO SCALE

PROJ. NO.

DWG. No.SCALE

DWG. TITLE

DATE PLOTTED

CHECKED

DRAWN

REVISIONS/ISSUES


DESCRIPTION DATE

1605.05-3





SEAL


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12 FEB 2019

XL CENTER

Tel (416) 591 8999 Fax(416) 591 9087



Tel (212) 986 3700 Fax (212) 687 6467



Tel (310) 842 8700 Fax (310) 842 7700

Severud Associates

engineers


HARTFORD, CT



1

AS NOTED

ME

ME

P-700.00

PLUMBING DETAILS I

DIM

EN

SIO

NS

3"

&

4"

5"

&

6"

8" 10" 12" 15"

1"1" 1 1/8"5/8" 3/4" 7/8"A

B 3/4" 7/8"1"

1 1/8" 1 1/8" 1 1/4"

C

X

D

1/4"

X

1 1/4"

X

3/8"

1 1/2"

X X

1/2"

2"

X X

3/8"

1 1/2"

1/2"

2"

1/2"

2 1/2"

5/8"E 3/4" 7/8" 7/8"7/8"3/4"

NOMINAL PIPE SIZES

NOTES:

1. ALL EQUIPMENT SHALL BE PROVIDED WITH SEISMIC BRACING

2. UNDERGROUND PIPE HANGERS SIMILAR OR EQUAL TO F & S #275

SELF SUPPORTING FLOOR SLAB

4"X4"X1/4" FISH PLATE OR BENT RODS

MAYBE USED

SLAB ON GRADE

BITUMINOUS COATING

EARTH

ROD SIZE "A"

STEEL PIPE CLAMP

NOTE:

PROVIDE HANGERS ON ALL UNDERGROUND SOIL, VENT AND STORM

DRAINAGE PIPING. ALL JOINTS ON THE UNDERGROUND PIPING SHALL BE

SEALED WATER TIGHT SO THAT THERE WILL BE NO GROUND WATER

INFILTRATION INTO THE DRAINAGE SYSTEM.

E

DETAIL OF PIPE IN FILL

NO SCALE

CONCRETE WALL

WELDED ENTIRE PERIMETER

OF SLEEVE

INSIDE BUILDING

GALVANIZED STEEL FLANGE

WELDED TO SLEEVE

LEAD

OAKUM

LEAD

GALVANIZED STEEL SLEEVE

GALVANIZED STEEL FLANGE

WELDED TO SLEEVE

ESCUTCHEON IN FINISHED

AREAS ONLY

OAKUM

WELDED ENTIRE PERIMETER

OF SLEEVE

CONCRETE WALL

A

DETAIL OF WATERTIGHT SLEEVE

NO SCALE

1"

PIPE

STEEL CAP

ROOF

CONTINUOUS WELD ALL

AROUND

STAINLESS STEEL FLASHING

PIPE SLEEVE

B

DETAIL OF UNINSULATED PIPE THRU ROOF

NO SCALE

2"

36"DIA.

+24"(MIN)

2"

2"

2"

DISCHARGE PIPING DIAGRAM

NOTES:


SEISMIC BRACING

4" DISCHARGE SEE PLANS

TYPICAL GATE VALVE

TYPICAL UNION

TYPICAL CHECK VALVE

2"DISCHARGE FROM

EACH SUMP PUMP

FULLY GASKETED SUMP COVER BY

PUMP MFGR

DEPTH TO BE FIELD VERIFIED

MIN 4'-0" INLET PIPING. SEE PLANS

FOR SIZE & QUANTITY

CONDUIT & WIRING TO BLDG

ELECT. SUPPLY

GRADE (VERIFY)

2"V. TO 2"VTR

4"DISCHARGE TO DAYLIGHT. OR

AT HOUSE TRAP

COMBINE TO 4"DISCHARGE

GATE VALVE

CHECK VALVE

TYPICAL UNION

SUMP PUMP

FIBERGLASS SUMP

DIFFERENTIAL FLOAT SWITCH

ELEVATION

C

DUPLEX SUMP PUMP DETAIL

NO SCALE

1/2"

DIA.

A B

12

"6

"V

AR

IE

S

D

C

12

"6

"

PIPE SIZES A B C D

6"

8"

12"

10"

16"

21"

24"

27"

30"

36"

1'-3"

1'-3"

1'-6"

1'-5"

1'-6"

2'-0"

1'-6"

1'-6"

1'-6"

2'-0"

1'-6"

1'-6"

2'-0"

2'-0"

2'-6"

3'-0"

3'-6"

3'-6"

4'-0"

4'-6"

2'-3"

2'-3"

6'-6"

2'-6"

2'-6"

2-6"

2'-6"

2'-6"

3'-0"

3'-0"

2'-6"

2'-6"

3'-0"

3'-0"

4'-0"

3'-6"

4'-6"

4'-6"

5'-6"

5'-0"

NOTES:


SEISMIC BRACING

CONCRETE

TYPICAL AT ALL JOINTS

TYPICAL AT ALL JOINTS

UNDISTURBED EARTH

SUPPORT FOOTING BELOW FROST

NOTE: LINE ON FIRM ORIGINAL SUBSOIL

D

CONCRETE PIER FOR SUPPORTING PIPE IN FILL

NO SCALE

F

TEMPERING VALVE DETAIL

NO SCALE

THERMOMETER

TEMPERED HW

MIXING VALVE

CONN TO CW

CONN TO HW

BALL VALVE

(TYP.)

UNION

(TYP.)

INSULATION PIPE

CHANNEL

EQUIP. CURB

PLATED ROD

ROLLER CHAIR

SADDLE WASHER


BLOCK INSULATION AT ALL HANGER

POINTS

G

ROOF PIPE SUPPORT

NO SCALE

PROJ. NO.

DWG. No.SCALE

DWG. TITLE

DATE PLOTTED

CHECKED

DRAWN

REVISIONS/ISSUES


DESCRIPTION DATE

1605.05-3





SEAL


AD

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-700.00_D

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g

06 M

ar '19 - 11:02am

FIL

EN

AM

E:

PL

OT

DA

TE

:

XR

EF

S:

12 FEB 2019

XL CENTER

Tel (416) 591 8999 Fax(416) 591 9087



Tel (212) 986 3700 Fax (212) 687 6467



Tel (310) 842 8700 Fax (310) 842 7700

Severud Associates

engineers


HARTFORD, CT



1

AS NOTED

ME

ME

P-701.00

PLUMBING DETAILS II

DN

UP

SHEET KEY NOTES

FLOOR CONTROL VALVE

ASSEMBLY

TAMPER SWITCH

FIRE HOSE CABINET

FIRE HOSE VALVE

FHC

FHV

EXISTING HEAD TO REMAIN

EXISTING HEAD TO

BE REMOVED

E

CONCEALED PENDANT

FOR MECHANICAL, PLUMBING AND SPRINKLER

EQUIPMENT AS INDICATED ON THE DIVISION 21, 22,

AND 23 DRAWINGS, THE DIVISION 21, 22 AND 23

CONTRACTORS SHALL COORDINATE WITH DIVISION 26

CONTRACTOR TO CONNECT ALL MECHANICAL AND

PLUMBING EQUIPMENT INDICATED ON THE

MECHANICAL, PLUMBING AND SPRINKLER DRAWINGS.

COORDINATE FOR COMPLETE WIRING, STARTERS,

AND DISCONNECTING MEANS FOR ALL MECHANICAL,

PLUMBING AND SPRINKLER EQUIPMENT.


F

M


SECTION NO.

POINT OF CONN. (CONN. NEW TO

EXISTING)

POC

POD POINT OF DISCONNECTION


OF FLOW

RISE IN DIRECTION OF FLOW

DROP IN DIRECTION OF FLOW

DN DOWN

ABOVE FINISHED FLOORAFF

AFG

TOP

BOP

I.E.

NTS

(E)

(R)

SPR.

FD


TOP OF PIPE (AFF)

BOT. OF PIPE (AFF)

INVERT ELEVATION

NOT TO SCALE

EXISTING

REMOVE

SPRINKLER

FLOOR DRAIN

O.C. ON CENTER

UPRIGHT UNDER OBSTRUCTIONUO

SIDEWALL HEAD

EXTENDED COVERAGE

SIDEWALL HEAD

EXTENDED COVERAGE

CONCEALED PENDANT HEAD

EC

EC


PS

FS

EJ

UNION

EXPANSION JOINT


PRESSURE SWITCH


COCK

CONCENTRIC REDUCER

ECCENTRIC REDUCER


EJ

U

FC

FS FLOW SWITCH

PS

PG

ELBOW UP

ELBOW DOWN

TEE UP

TEE DOWN

PIPE CAP OR PLUG

CR

ER

TS

TS

FIRE DEPARTMENT

(SIAMESE) CONNECTION

FCVA

FHC

FHV

(PLAN) (ELEV)


CONN.


OF FLOW DIRECTION


BUTTERFLY VALVE


RELIEF VALVE


CAPPED HOSE-END

CONNECTION



DV

CV

PRV

BFV

BV BALL VALVE

TPR

VALVE IN RISER

STR

GATE VALVEGV

OS&Y

DRY CONCEALED PENDANT

HEAD

D

D

D

DRY UPRIGHT HEADD

SIA

INTERMEDIATE TEMPERATURE

RATED HEAD

IT

IT

HIGH TEMPERATURE RATED

HEAD

HT

HT

TEMP TEMPERATURE


SPRINKLER HEAD SCHEDULE

MANUFACTURER MODEL NO. K-FACTOR

RELIABLE F1FR 5.6

RELIABLE G5-56 5.6

QUICK RESPONSE SIDEWALL

QUICK RESPONSE CONCEALED PENDANT

7

7

QUICK RESPONSE UPRIGHTRELIABLE F1FR 5.6 7

REQ.

PRESSURE

(PSI)

DESCRIPTION

VALVE WITH TAMPER SWITCH

TS

EC

DOUBLE CHECK DETECTOR

ASSEMBLY

DCDA

M

PIPE SIZE

SPRINKLER PIPING

STANDPIPE PIPING

DRAIN

3

4

"


SP

ST

DR

EXISTING SPRINKLER PIPING

(LIGHT SOLID LINE)

EXISTING SPRINKLER PIPING

TO BE REMOVED (DASHED

LINE)

SQ.FTSQUARE FEET

(E)

(R)

R

R

UPRIGHTU

UO

FIRE PROTECTION NOTES RELATING

TO CONSTRUCTION

1. CONTRACTOR SHALL INCLUDE DRAWINGS, SPECIFICATIONS, AND

CALCULATIONS FOR TEMPORARY SPRINKLER COVER TO INSURE FIRE

SAFETY DURING CONSTRUCTION TO COMPLY WITH THE CURRENT

CODES AND DOB, FIRE DEPARTMENT (FD), AND OSHA.

2. BIDDERS SHALL INCLUDE LINE-ITEM COST FOR FD AND DOB COMPLIANT

FIRE PROTECTION SYSTEMS. THIS SHALL INCLUDE ALL REQUIRED

TEMPORARY SYSTEMS AS WELL AS MAINTANENCE, ALTERATION AND

RELOCATION OF THESE SYSTEMS AS REQUIRED TO ADAPT TO ONGOING

CONSTRUCTION.

3. OWNER SHALL SUBMIT A LETTER TO THE FD REQUESTING APPROVAL OF

FIRE PROTECTION METHOD DURING CONSTRUCTION. THE LETTER

SHALL ADDRESS:

A. SCOPE OF WORK

B. METHOD OF INSTALLATION

C. IMPAIRMENT PROCEDURE, INCLUDING:

1) SYSTEM OPERATION

2) SHUT-DOWN AND CUT-IN

3) DAILY RETURN OF SERVICE

4) FD NOTIFICATIONS

5) FIRE-GUARD AND LOG OF INSPECTIONS

6) CONTINUOUS STANDPIPE SERVICE

7) MAINTENANCE OF ACCESSIBILITY OF HOSE STATIONS

8) TENANT ELEVATOR BYPASS

9) OPERATION OF MANUAL PULL STATIONS

10) VISIBILITY AND MARKING OF EXITS

11) PROTECTION OF ELEVATORS AND STAIRWAYS

12) PROVISION OF PORTABLE FIRE EXTINGUISHERS

13) REMOVAL OF COMBUSTIBLE WASTE ON A DAILY BASIS

14) ENFORCEMENT OF "NO SMOKING" POLICY

4. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED

APPROVALS AND SIGN-OFFS AT COMPLETION OF CONSTRUCTION AND

SHALL SUBMIT ALL REQUIRED DOCUMENTS AND CALCULATIONS IN

ORDER TO DO SO.

GENERAL FIRE PROTECTION CONTRACT REQUIREMENTS:

GENERAL:

1. UNLESS OTHERWISE NOTED, THE WORK DESCRIBED ON THE PLANS

AND SPECIFICATIONS SHALL INCLUDE THE FURNISHING AND

INSTALLATION OF ALL LABOR AND MATERIALS NECESSARY FOR

COMPLETE AND OPERATIONAL HVAC, FIRE PROTECTION AND

PLUMBING SYSTEMS. CONTRACTOR SHALL FURNISH THESE EVEN IF

ITEMS REQUIRED TO ACHIEVE THIS (I.E. OFFSETS, ISOLATION AND

BALANCING DEVICES, MAINTENANCE CLEARANCES, ETC.) ARE NOT

SPECIFICALLY SHOWN.

2. DATA GIVEN ON THE DRAWINGS IS AS EXACT AS COULD BE SECURED.

ABSOLUTE ACCURACY IS NOT GUARANTEED AND THE CONTRACTOR

SHALL OBTAIN AND VERIFY EXACT LOCATIONS, MEASUREMENTS,

LEVELS, SPACE REQUIREMENTS, POTENTIAL CONFLICTS WITH OTHER

TRADES, ETC. AT THE SITE AND SHALL SATISFACTORILY ADAPT HIS

WORK TO THE ACTUAL CONDITIONS OF THE JOB.

3. THE DRAWINGS ARE DIAGRAMMATICAL IN NATURE AND SHALL NOT BE

SCALED. THEY SHOW CERTAIN PHYSICAL RELATIONSHIPS WHICH

MUST BE ESTABLISHED WITHIN THE DIVISION 23 WORK AND ITS

INTERFACE WITH OTHER WORK. ESTABLISHING THIS RELATIONSHIP IN

THE FIELD IS THE EXCLUSIVE RESPONSIBILITY OF THE CONTRACTOR.

THIS DIVISION SHALL COORDINATE ITS WORK WITH ALL DIVISIONS OF

THE WORK AND ADJUST ITS WORK AS REQUIRED BY THE ACTUAL

CONDITIONS OF THE PROJECT.

A. THE CONTRACTOR SHALL VISIT THE SITE BEFORE SUBMITTING A

BID TO BECOME THOROUGHLY FAMILIAR WITH THE ACTUAL

CONDITIONS OF THE PROJECT. NO EXTRAS WILL BE ALLOWED

DUE TO LACK OF KNOWLEDGE OF EXISTING CONDITIONS.

B. CERTAIN SYSTEMS REQUIRE ENGINEERING OF INSTALLATION

DETAILS BY CONTRACTOR. UNLESS FULLY DETAILED IN THE

CONTRACT DOCUMENTS, SUCH ENGINEERING IS THE EXCLUSIVE

RESPONSIBILITY OF THE CONTRACTOR.

C. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE

WHERE CLEARANCES ARE LIMITED, AND WHERE INSTALLATION

DRAWINGS OR SCHEMATICS, "CONSTRUCTION DRAWINGS", OR

COORDINATION DRAWINGS MAY BE REQUIRED IN ACCORDANCE

WITH, OR IN EXCESS OF, THOSE REQUIRED BY THE

SPECIFICATIONS. THE CONTRACTOR SHALL PREPARE ALL SUCH

COORDINATION DRAWINGS AS PART OF THE BASE CONTRACT.

SUCH DRAWINGS MAY BE SUBMITTED TO THE

ARCHITECT/ENGINEER FOR RECORD AND COMMENT (AT THE

CONTRACTOR'S OPTION).

4. THESE NOTES ONLY SUPPLEMENT, AND DO NOT REPLACE, THE

SPECIFICATIONS.


A. THE DEFINITIONS OF DIVISION 1 AND THE GENERAL CONDITIONS

OF THIS SPECIFICATION ALSO APPLY TO THE DIVISION 23

CONTRACT DOCUMENTS.


SPECIFICATIONS, GENERAL CONDITIONS, PROJECT MANUALS,

ETC., PREPARED BY ENGINEER (OR OTHER DESIGN

PROFESSIONAL IN ASSOCIATION WITH ENGINEER) FOR

CONTRACTOR'S BID OR CONTRACTOR'S NEGOTIATIONS WITH

THE OWNER. THE DIVISION 23 DRAWINGS AND SPECIFICATIONS

PREPARED BY THE ENGINEER ARE NOT CONSTRUCTION

DOCUMENTS.

C. "CONSTRUCTION DOCUMENTS", "CONSTRUCTION DRAWINGS",

AND SIMILAR TERMS FOR DIVISION 23 WORK REFER TO

INSTALLATION DIAGRAMS, SHOP DRAWINGS AND

COORDINATION DRAWINGS PREPARED BY THE CONTRACTOR

USING THE DESIGN INTENT INDICATED ON THE ENGINEER'S

CONTRACT DOCUMENTS. THESE SPECIFICATIONS DETAIL THE


CONTRACTOR" AND FOR PREPARATION OF CONSTRUCTION

DOCUMENTS.

D. "FURNISH" MEANS TO "SUPPLY" AND USUALLY REFERS TO AN

ITEM OF EQUIPMENT.

E. "INSTALL" MEANS TO "SET IN PLACE, CONNECT AND PLACE IN

FULL OPERATIONAL ORDER".


G. "EQUIVALENT" MEANS "MEETS THE SPECIFICATIONS OF THE

REFERENCE PRODUCT OR ITEM IN ALL SIGNIFICANT ASPECTS."

SIGNIFICANT ASPECTS SHALL BE AS DETERMINED BY THE

ARCHITECT/ENGINEER.

H. "WORK BY OTHER(S) DIVISIONS"; "RE: XX DIVISION", AND SIMILAR

EXPRESSIONS MEANS WORK TO BE PERFORMED UNDER THE

CONTRACT DOCUMENTS, BUT NOT NECESSARILY UNDER THE

DIVISION OR SECTION OF THE WORK ON WHICH THE NOTE

APPEARS. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO

COORDINATE THE WORK OF THE CONTRACT BETWEEN HIS/HER


CLARIFICATION IS REQUIRED, CONSULT ARCHITECT/ENGINEER

BEFORE SUBMITTING BID.

I. BY INFERENCE, ANY REFERENCE TO A "CONTRACTOR" OR

"SUB-CONTRACTOR" MEANS THE ENTITY WHICH HAS


CONTRACT DOCUMENTS.

J. "ENGINEER" MEANS THE DESIGN PROFESSIONAL FIRM WHICH

HAS PREPARED THESE CONTRACT DOCUMENTS. ALL

QUESTIONS, SUBMITTALS, ETC. OF THIS DIVISION SHALL BE

ROUTED THROUGH THE ARCHITECT TO THE ENGINEER

(THROUGH PROPER CONTRACTUAL CHANNELS).

EXISTING BUILDING:

1. THE CONTRACTOR'S ATTENTION IS CALLED TO THE FACT THAT THE

EXISTING BUILDING WILL BE OCCUPIED BY THE OWNER DURING

CONSTRUCTION. CONTINUED OPERATION OF THE FACILITY SHALL

NOT BE HINDERED BY THIS WORK. THE CONTRACTOR SHALL

ACCOUNT FOR ALL ADDITIONAL COSTS WHICH MAY BE INCURRED BY

HIM DUE TO THE DIFFICULTY OF WORKING OVER AND AROUND

EMPLOYEES, DESKS, EQUIPMENT, ETC.; AND DUE TO THE HOURS OF

THE DAY IN WHICH AN AREA MAY BE AVAILABLE WHEN SUBMITTING

HIS BID.


VARIATIONS IN THE ACTUAL INSTALLATION FROM THE ORIGINAL

DESIGN. SURRENDER DRAWINGS TO OWNER UPON COMPLETION.

3. COORDINATE ALL PENETRATIONS OF THE FLOOR SLAB PRIOR TO

COMMENCING WORK. UTILIZE X-RAY AND VISUAL INVESTIGATION OF

EXISTING CONDITIONS AS REQUIRED PRIOR TO DRILLING OR CUTTING.

COORDINATE ALL NEW PENETRATIONS WITH OTHER DIVISIONS OF

THE WORK. ALL CONTRACTORS ARE INDIVIDUALLY RESPONSIBLE

FOR ALL PENETRATIONS REQUIRED BY THEIR DIVISIONS.

GENERAL FIRE PROTECTION DEMOLITION NOTES:

1. THE CONTRACTOR SHALL CAREFULLY INSPECT, REVIEW AND

DOCUMENT THE EXISTING BUILDING FIRE PROTECTION SYSTEMS

WITHIN THE PROJECT WORK AREAS SHOWN TO BE DEMOLISHED.

PRIOR DOCUMENTATION OF EXISTING CONDITIONS, CAPACITIES AND

PHYSICAL ARRANGEMENTS IS LIMITED. THESE DOCUMENTS ATTEMPT

TO DEFINE AREAS BUT MAY NOT ACCURATELY SHOW ALL EXISTING

CONDITIONS.

2. ALL EXISTING FIRE PROTECTION PIPING BEING REUSED SHALL BE

INSPECTED AND VERIFIED TO BE IN GOOD CONDITION PRIOR TO

CONNECTION OF ANY NEW FIRE PROTECTION SYSTEMS.

3. ALL PIPING SYSTEMS NO LONGER IS USE DUE TO RENOVATION SHALL

BE REMOVED. NO PIPING WILL BE ABANDONED IN PLACE.

GENERAL FIRE PROTECTION NOTES:

1. COORDINATE ROUTING OF ALL FIRE PROTECTION PIPING WITH

STRUCTURAL BEAMS, COLUMNS, ETC. ALLOW FOR REROUTING OF

PIPING AS REQUIRED.

2. PIPING ROUTING ON DRAWINGS IS GENERALLY DIAGRAMMATIC WITH

EFFORTS DURING DESIGN TO AVOID STRUCTURAL CONFLICTS.

CONTRACTOR SHALL COORDINATE ROUTING OF ALL PIPING THROUGH

BUILDING WITH STRUCTURAL CONDITIONS. CONTRACTOR

COORDINATION DRAWINGS SHALL REFLECT ALL PIPE ROUTING AND

PIPING THAT MAY HAVE TO BE SHIFTED AND/OR MOVED TO AVOID



3. ALL EQUIPMENT AND PIPING SHALL BE BRACED FOR SEISMIC

REQUIREMENTS APPLICABLE FOR SEISMIC ZONE REQUIREMENTS FOR

THIS PROJECT.

4. ALL FIRE PROTECTION PIPING SHALL BE SCHEDULE 40 OR GREATER.

THE USE OF SCHEDULE 10 PIPE WILL NOT BE ACCEPTED FOR ANY

REASON.

5. COORDINATE ROUTING OF ALL FIRE PROTECTION PIPING WITH

STRUCTURAL BEAMS, COLUMNS, ETC. ALLOW FOR REROUTING OF

PIPING AS REQUIRED.

6. PIPING ROUTING ON DRAWINGS IS GENERALLY DIAGRAMMATIC WITH

EFFORTS DURING DESIGN TO AVOID STRUCTURAL CONFLICTS.

CONTRACTOR SHALL COORDINATE ROUTING OF ALL PIPING THROUGH

BUILDING WITH STRUCTURAL CONDITIONS. CONTRACTOR

COORDINATION DRAWINGS SHALL REFLECT ALL PIPE ROUTING AND

PIPING THAT MAY HAVE TO BE SHIFTED AND/OR MOVED TO AVOID



7. ALL REQUIRED OPENINGS IN STEEL BEAMS AND STRUCTURAL WALLS

ARE TO BE ACCOMPLISHED USING SLEEVES/PENETRATIONS

PROPERLY SIZED FOR THE PIPE THEY SERVE. ALL BEAM

PENETRATIONS SHALL BE APPROVED BY THE STRUCTURAL

ENGINEER. CORE DRILLING IN PANS IS ALLOWED UPON PRIOR

APPROVAL OF ARCHITECT AND STRUCTURAL ENGINEER.


1. VERIFY THE ELECTRICAL SERVICE PROVIDED BY THE ELECTRICAL

CONTRACTOR BEFORE ORDERING ANY PLUMBING EQUIPMENT

REQUIRING ELECTRICAL CONNECTIONS.

2. THE ELECTRICAL POWER FOR CERTAIN EQUIPMENT PROVIDED UNDER

DIVISION 21 HAS NOT BEEN SPECIFICALLY INDICATED ON THE

ELECTRICAL DRAWINGS AND MUST BE PROVIDED BY AND FIELD

COORDINATED BY THE DIVISION 21 TRADE REQUIRING SUCH POWER.

INSTALLATION:

1. SUSPEND EACH TRADE'S WORK SEPARATELY FROM THE STRUCTURE.

DUCTWORK SHALL BE HELD TIGHT TO STRUCTURE EXCEPT WHERE

OTHERWISE SHOWN.

2. INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH

MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY

INDICATED OTHERWISE OR WHERE LOCAL CODES OR REGULATIONS

TAKE PRECEDENCE.

3. PROVIDE MANUFACTURER'S RECOMMENDED SERVICE CLEARANCE

AROUND ALL EQUIPMENT REQUIRING SAME.

4. PROVIDE FOR SAFE CONDUCT OF THE WORK, CAREFUL REMOVAL

AND DISPOSAL OF MATERIALS AND PROTECTION OF PROPERTY

WHICH IS TO REMAIN UNDISTURBED.

5. WARRANTY: AT A MINIMUM, THE ENTIRE FIRE PROTECTION SYSTEM

SHALL BE WARRANTED AGAINST DEFECTS IN MATERIALS AND

WORKMANSHIP FOR A PERIOD OF ONE (1) YEAR AFTER ACCEPTANCE

OF THE SYSTEM BY THE OWNER. REFER TO INDIVIDUAL

SPECIFICATION SECTIONS FOR SPECIFIC WARRANTY REQUIREMENTS.

PIPE INSTALLATION:

1. ALL PIPING SHALL BE ADEQUATELY SUPPORTED FROM THE BUILDING

STRUCTURE TO PREVENT SAGGING, POCKETING, SWAYING OR

DISPLACEMENT BY MEANS OF HANGERS AND SUPPORTS. PIPING IS

NOT TO BE SUPPORTED BY EQUIPMENT.


PERFORMING PRESSURE TEST. THE ENTIRE FIRE PROTECTION

SYSTEM SHALL BE TESTED HYDROSTATICALLY AT NOT LESS THAN 200

PSI PRESSURE FOR TWO HOURS, OR AT 50 PSI IN EXCESS OF THE

MAXIMUM STATIC PRESSURE WHEN THE MAXIMUM STATIC PRESSURE

IN EXCESS OF 150 PSI. ANY SYSTEM FAILING TO MEET THE PRESSURE

TEST SHALL BE REPAIRED AND RETESTED AT NO ADDITIONAL COST,

UNTIL THE TEST REQUIREMENTS ARE MET.


1. KEEP DEMOLITION & CUTTING TO MINIMUM REQUIRED FOR PROPER

EXECUTION OF WORK.

2. BE RESPONSIBLE FOR ALL CUTTING AND PATCHING NECESSARY FOR

THE COMPLETION OF THE WORK.

3. NO CUTTING (NOT SHOWN ON THE CONTRACT DOCUMENTS) SHALL BE

DONE WITHOUT THE APPROVAL OF THE ARCHITECT AS TO

LOCATIONS, METHOD AND EXTENT OF THE CUTTING.


EXISTING CONSTRUCTION WITH NO NOTICEABLE DIFFERENCE IN

CONTINUITY, APPEARANCE OR FUNCTION.

5. DEMOLISH AND CAP ALL INDICATED PIPING BACK AT NEAREST MAIN.

SUBMITTAL REQUIREMENTS:

1. AFTER RECEIPT OF NOTICE TO PROCEED, THE CONTRACTOR SHALL

SUBMIT A TYPED LIST OF SUBMITTALS AND THE SCHEDULED DATE OF

SUBMISSION. LIST SHALL INCLUDE SUBMITTAL NUMBER, SECTION

NUMBER AND SCHEDULED DATE OF SUBMISSION.

2. REFER TO THE SPECIFICATIONS FOR ADDITIONAL SUBMITTAL

REQUIREMENTS.

FIRE STOPPING:

1. FIRE STOPPING REQUIREMENT: PENETRATIONS THROUGH RATED

WALLS AND FLOORS SHALL BE SEALED WITH A MATERIAL CAPABLE

OF PREVENTING THE PASSAGE OF FLAMES AND HOT GASES WHEN

SUBJECTED TO THE REQUIREMENTS OF THE TEST STANDARD

SPECIFIC FOR FIRE STOPS ASTM-E-814. ACCEPTANCE MATERIALS

INCLUDE: DOW CORNING RTV FIRE STOP FOAM FOR BARE PIPE,

METAL CONDUIT, AND ELECTRICAL CABLE; 3M FIRE DAM 150 CAULK

FOR BARE PIPE, METAL CONDUIT, AND BUILDING CONSTRUCTION;

GAPS 3M FS-195 INTUMESCENT STRIPS FOR INSULATED PIPES,

PLASTIC PIPE OR CONDUIT, AND ELECTRICAL CABLE.



SYSTEMS, LEVEL OF CONTROL AND FINISH, RELATIONSHIPS WITH

OTHER BUILDING SYSTEMS, AND GENERAL DESIGN INTENT OF THIS

DIVISION'S WORK. THE CONTRACTOR SHALL EXAMINE THE

DOCUMENTS OF ALL TRADES TO COMPLETELY FAMILIARIZE

HIM/HERSELF WITH THE VARIOUS CONCEPTS PRESENTED BY OTHER

TRADES AND ADAPT THIS WORK AND ANY ASSOCIATED PRICING

ACCORDING. WHERE CONFLICTS EXIST BETWEEN THESE DOCUMENTS

AND THOSE OF OTHER DIVISIONS, THE MORE STRINGENT (AS

DETERMINED BY THE ENGINEER) SHALL TAKE PRECEDENCE. IN

PARTICULAR, WHERE ARCHITECTURAL BACKGROUNDS INDICATE

PROGRAMMATIC DIFFERENCES IN ROOM LOCATIONS, ROOM

FUNCTIONS, PLUMBING FIXTURE COUNTS, CEILING TYPES, RATED

CONSTRUCTION, CLEARANCES, OR ROOM RELATIONSHIPS, THE

ARCHITECTURAL DRAWINGS SHALL TAKE PRECEDENCE AND THIS

CONTRACTOR SHALL ADAPT HIS/HER WORK ACCORDINGLY WHILE

MAINTAINING THE DESIGN INTENT REPRESENTED BY THE

DOCUMENTS OF THIS DIVISION.

2. REFER TO LIFE SAFETY/CODE REPORT FOR ADDITIONAL SCOPE OF

WORK THAT MAY NOT BE REFLECTED ON THE DRAWINGS. REFER TO

PLUMBING SPECIFICATION AND NARRATIVE FOR ADDITIONAL

INFORMATION.

3. PROVIDE FIRE STOPPING ON ALL EXISTING AND NEW PIPES, DEVICES,

ETC. PENETRATING ALL STAIR ENCLOSURES AND FIRE RATED

CONSTRUCTION ASSEMBLIES. PENETRATIONS WITH EXISTING FIRE

STOPPING AT STAIR ENCLOSURES SHALL BE REPLACED WITH NEW

FIRE STOPPING.

4. THE DRAWINGS ARE DIAGRAMMATIC IN NATURE. THE CONTRACTOR IS

RESPONSIBLE FOR ALL OFFSETS, TRANSITIONS, ELBOWS, ETC. AS

REQUIRED IN DUCTWORK, PIPING, SUPPORTS, ETC. TO COMPLETE

HIS/HER WORK IN A CLEAN, FUNCTIONAL INSTALLATION.


PENETRATIONS THROUGH SLABS AND BEAMS REQUIRED BY THE

INTENT OF THE SCOPE OF WORK INDICATED ON THE DRAWINGS.

COORDINATION OF QUANTITY AND LOCATIONS OF ALL PENETRATIONS

SHALL BE DONE BY THIS CONTRACTOR DURING THE SHOP DRAWINGS

PROCESS FOR REVIEW BY THE STRUCTURAL ENGINEER.

NOTES:


SHALL BE AS REQUIRED BY THE AUTHORITIES HAVING JURISDICTION BUT

SHALL NOT BE SMALLER THAN THE FOLLOWING:

THE CONTRACTOR SHALL BE RESPONSIBLE TO PREPARE HYDRAULIC CALCULATIONS AND

OBTAIN APPROVAL FROM ALL AUTHORITIES HAVING JURISDICTION OVER THE SPRINKLER

WORK, INCLUDING THE BUILDING DEPARTMENT, THE OWNERS INSURANCE CO., OBTAIN

AGENCY APPROVALS FOR HYDRAULICS PRIOR TO INSTALLATION OF NEW WORK.

HYDRAULIC CALCULATIONS SHALL BE SIGNED AND SEALED BY A LICENSED PROFESSIONAL

ENGINEER RETAINED BY THE SPRINKLER CONTRACTOR.

SPRINKLER CONTRACTOR SHALL PREPARE ALL DOCUMENTS REQUIRED FOR ANY

SUBSEQUENT FILING WITH AUTHORITIES HAVING JURISDICTION

1. OCCUPANCY CLASSIFICATION = LIGHT HAZARD

2. DENSITY = 0.10 GPM/SQUARE FEET

3. AREA OF APPLICATION = 1500 SQUARE FEET

4. COVERAGE/SPRINKLER = 225 SQUARE FEET/HEAD MAXIMUM

* 5. STORAGE SPACES SHALL BE CONSIDERED ORDINARY HAZARD,

GROUP 1 AND THE COVERAGE PER SPRINKLER SHALL BE 130 SQUARE FEET OR

LESS

MECHANICAL MEZZANINE (LEVEL 48)

ICE PLANT & PUMP ROOM (LEVEL 31)

CONCOURSE (LEVEL 61)

(E)10"FP

TS

(E)DOUBLE

DETECTED

CHECK VALVE

2

1

2

"DRY PIPE

VALVE

AREA OF

WORK

N.T.S.

SPRINKLER SHEET LIST TABLE


SP-000.00 SPRINKLER LEGEND AND NOTES

SP-201.00 SPRINKLER PLUMBING PLAN - ICE CHILLER PLANT

SP-700.00 SPRINKLER DETAILS

PROJ. NO.

DWG. No.SCALE

DWG. TITLE

DATE PLOTTED

CHECKED

DRAWN

REVISIONS/ISSUES


DESCRIPTION DATE

1605.05-3





SEAL


AD

\S

prinkler\S

P-000.00_D

V18025.01.dw

g

06 M

ar '19 - 11:02am

FIL

EN

AM

E:

PL

OT

DA

TE

:

XR

EF

S:

12 FEB 2019

XL CENTER

Tel (416) 591 8999 Fax(416) 591 9087



Tel (212) 986 3700 Fax (212) 687 6467



Tel (310) 842 8700 Fax (310) 842 7700

Severud Associates

engineers


HARTFORD, CT



1

AS NOTED

ME

ME

SP-000.00

SPRINKLER LEGEND

AND NOTES


11. EXISTING SYSTEMS INFORMATION IS SHOWN FOR REFERENCE ONLY

TO CLARIFY SCOPE. CONTRACTOR SHALL FIELD VERIFY THESE

EXISTING CONDITION TO CONFIRM THE PRECISE TIE-IN LOCATION FOR

NEW WORK. REFER TO DEMOLITION PLANS FOR ADDITIONAL

INFORMATION REGARDING EXISTING SYSTEMS. EXISTING SYSTEMS

NOTES ARE NOT SHOWN ON CONSTRUCTION PLANS FOR CLARITY OF

THE DRAWINGS.

2. CONTRACTOR IS RESPONSIBLE FOR ALL CEILING REMOVALS AND

REINSTALLATIONS REQUIRED TO COMPLETE WORK. PROVIDE CEILING

TILES AS REQUIRED. CEILING TILES SHALL MATCH EXISTING.

3. ANY WORK OUTSIDE OF SCOPE WORK SHALL BE COMPLETED DURING

PREMIUM TIME. SEE PREMIUM TIME NOTE ON SAME PAGE.



5. COORDINATION DRAWINGS SHALL BE PREPARED TO ENSURE ROUTING

AVOIDS CONFLICTS WITH NEW AND EXISTING WORK. CONTRACTOR

SHALL COORDINATE WITH ALL OTHER TRADES.

6. CONTRACTOR SHALL PERFORM HYDRAULIC CALCULATIONS AND

SUBMIT WITH SHOP DRAWINGS, REFER TO SPECIFICATIONS FOR

ADDITIONAL REQUIREMENTS.



8. MINIMUM PIPE SIZE FOR ALL SPRINKLER BRANCH TO SPRINKLER

HEADS SHALL BE 1".

9. SPRINKLER HEADS SHALL BE LOCATED CENTERED ON CEILING WITH

RESPECT TO NEW CEILING GRID.

10. NEW AND EXISTING TO REMAIN PIPING SHALL BE RELOCATED TO

ALLOW FOR INSTALLATION OF OTHER TRADES.

11. COORDINATE COLOR OF CONCEALED HEADS WITH ARCHITECT.

12. PIPING SHALL BE SIZED ACCORDING TO HOW MANY HEADS ARE FED

DOWNSTREAM OF BRANCH. REFER TO THE FOLLOWING CHARTS:

LOCATE SPRINKLER HEADS BELOW STAIRS.

DIAMETER OF

BRANCH

MAX. NUMBER

OF HEADS

1"

1

1

4

"

1

1

2

"

2"

2

1

2

"

3"

4"

2

3

5

10

30

60

>100

BRANCH SIZING CRITERIA

(.10 GPM/S.F.)

BRANCH SIZING CRITERIA

(.15 GPM/S.F.)

DIAMETER OF

BRANCH

MAX. NUMBER

OF HEADS

1"

1

1

4

"

1

1

2

"

2"

2

1

2

"

3"

4"

2

3

5

10

20

40

100

SHAFT

ABOVE

EXISTING STAIRS TO REMAIN

SHAFT

ABOVE


SHAFT

ABOVE


SHAFT

ABOVE

NIC

NIC

(E)2

1

2

"SP

UP

(R)

(R)2"

(R

)1

1

2

"(R

)1

1

2

"

(E)2

1

2

"SP

UP

(R)

(R)(R)

(R)(R)

(R)1

1

2

"

(R

)1"

(R

)1"

(R)(R)

(R)

(R)

(R)

(R)1

1

4

"

(R

)1

1

2

"

(E)

(E)

(R)(R)

(E

)1"

(R) (R) (R) (R) (R)

(R) (R) (R) (R) (R)

(R) (R) (R) (R) (R)

(R)

NIC

FSD -COORD W/ MECH

10"BWS/R UP

-COORD W/ MECH

8"CWS/R UP

-COORD W/ MECH

6"REFRIGERATION

EXHAUST UP

-COORD W/ MECH

10"BWS/R & 8"CWS/R

TO CHILLER

-COORD W/ MECH

18

X2

0

24

X1

4

12X10 OA UP

FSD -COORD W/ MECH

4"LPR UP

-COORD W/ MECH

24X24 EA UP

-COORD

W/ MECH

8"BWR UP

-COORD W/ MECH

12X10 OA UP

FSD

(E)2

1

2

"SP

UP

(E)2

1

2

"SP

UP

(E)

(E)

(E

)1

"

A A.5 A.7 BAA A A.5 A.7 BAA

(E)2

1

2

"SP

DN

(E)2

1

2

"SP

DN

(E)10"FP

(E)DOUBLE

DETECTED

CHECK VALVE

(E)4" FLOOR

CONTROL

ASSEMBLY

2

1

2

"DRY PIPE

VALVE

PROJ. NO.

DWG. No.SCALE

DWG. TITLE

DATE PLOTTED

CHECKED

DRAWN

REVISIONS/ISSUES


DESCRIPTION DATE

1605.05-3





SEAL


AD

\S

prinkler\S

P-201.00_D

V18025.01.dw

g

06 M

ar '19 - 11:02am

FIL

EN

AM

E:

PL

OT

DA

TE

:

XR

EF

S:

12 FEB 2019

XL CENTER

Tel (416) 591 8999 Fax(416) 591 9087



Tel (212) 986 3700 Fax (212) 687 6467



Tel (310) 842 8700 Fax (310) 842 7700

Severud Associates

engineers


HARTFORD, CT



1

AS NOTED

ME

ME

SP-201.00

SPRINKLER PLUMBING

PLAN - ICE CHILLER

PLANT

SPRINKLER PLAN - ICE CHILLER PLANT

21/8" = 1'-0"

SPRINKLER DEMO PLAN - FUTURE ICE CHILLER PLANT

11/8" = 1'-0"

SPRINKLER PLAN - ICE CHILLER PLANT

21/8" = 1'-0"

SPRINKLER PLAN - MEZZANINE ABOVE ICE PLANT - 48 LEVEL

31/8" = 1'-0"

B

CLEVIS HANGER, PIPE 1 1/2" DIA. AND LESS, TOP BEAM CLAMP HANGER

NO SCALE

A

PIPE THRU STUD WALL DETAIL

NO SCALE

NOTES:


HYDRAULIC SPRINKLER SIZING CRITERIA

SHALL BE AS REQUIRED BY THE AUTHORITIES HAVING JURISDICTION BUT

SHALL NOT BE SMALLER THAN THE FOLLOWING:

THE CONTRACTOR SHALL BE RESPONSIBLE TO PREPARE HYDRAULIC CALCULATIONS AND

OBTAIN APPROVAL FROM ALL AUTHORITIES HAVING JURISDICTION OVER THE SPRINKLER

WORK, INCLUDING THE BUILDING DEPARTMENT, THE OWNERS INSURANCE CO., OBTAIN

AGENCY APPROVALS FOR HYDRAULICS PRIOR TO INSTALLATION OF NEW WORK.

HYDRAULIC CALCULATIONS SHALL BE SIGNED AND SEALED BY A LICENSED PROFESSIONAL

ENGINEER RETAINED BY THE SPRINKLER CONTRACTOR.

SPRINKLER CONTRACTOR SHALL PREPARE ALL DOCUMENTS REQUIRED FOR ANY

SUBSEQUENT FILING WITH AUTHORITIES HAVING JURISDICTION

1. OCCUPANCY CLASSIFICATION = LIGHT HAZARD/ORDINARY HAZARD

2. DENSITY = 0.10/0.15 GPM/SQUARE FEET

3. AREA OF APPLICATION = 1500 SQUARE FEET

4. COVERAGE/SPRINKLER = 225 SQUARE FEET/HEAD MAXIMUM FOR LIGHT

HAZARD, 130 SQUARE FEET/HEAD MAXIMUM FOR ORDINARY HAZARD

5. STORAGE SPACES SHALL BE CONSIDERED ORDINARY HAZARD, GROUP 1

AND THE COVERAGE PER SPRINKLER SHALL BE 130 SQUARE FEET OR

LESS

F

HYDRAULIC SPRINKLER SIZING CRITERIA

NO SCALE

NOTES:

1. INSTALL PIPING PER METHOD

A OR B AT THE DIRECTION OF

THE ARCHITECT WHERE THE

AVAILABLE SPACE BETWEEN

THE EXISTING BEAM AND THE

CEILING CONSTRUCTION DOES

NOT ALLOW FOR PIPING TO THE

SPRINKLER HEAD AT A

CONSTANT ELEVATION.

2. ALL EQUIPMENT SHALL BE

PROVIDED WITH SEISMIC

BRACING

EXISTING DECK

SUSPENDED CEILING

CONSTRUCTION

FINISHED CEILING

EXISTING BEAM

TO MAIN

EXISTING DECK

EXISTING BEAM

FINISHED CEILING

SUSPENDED CEILING

CONSTRUCTION

DRILL AND SLEEVE EXISTING

BEAM

METHOD B

METHOD A

TO MAIN

H

LOW BEAM CROSSING DETAIL

NO SCALE

MAXIMUM ALLOWABLE DISTANCE OF

DEFLECTOR ABOVE BOTTOM OF

OBSTRUCTION

(B)

0"

1"

2"

3"

4"

6"

7"

9"

11"

14"

DISTANCE FROM SPRINKLERS

TO SIDE OF OBSTRUCTION

(A)

LESS THAN 1'

1' TO LESS THAN 1'-6"

1'-6" TO LESS THAN 2'







5' AND GREATER

MAXIMUM ALLOWABLE DISTANCE

OF DEFLECTOR ABOVE BOTTOM

OF OBSTRUCTION

(B)

0"

2

1

2

"

3

1

2

"

5

1

2

"

7

1

2

"

9

1

2

"

12

14

16

1

2

"

18

DISTANCE FROM SIDEWALL

SPRINKLER TO SIDE OF

OBSTRUCTION

(A)

LESS THAN 4'

4' TO LESS THAN 5'


5'-6" TO LESS THAN 6'-6"


6' TO LESS THAN 7'




8'-6" AND GREATER

SIDEWALL SPRINKLERS

PENDANT SPRINKLERS

NOTES:


2.

SPRINKLER

HEAD

CEILING

OBSTRUCTIONOBSTRUCTION

WALL

SPRINKLER HEAD

A

B

CEILING

A

B

I

POSITIONING OF SPRINKLERS TO AVOID OBSTRUCTIONS TO DISCHARGE

NO SCALE

NOTES:

1. PROVIDE RUBBER INSULATORS OR COPPER PLATED TRAPEZE

WHERE COPPER PIPE IS IN CONTACT WITH TRAPEZE.

2. PROVIDE VIBRATION ISOLATORS IN PIPE HANGERS WITHIN 10 FEET

OF ROTATING EQUIPMENT.

PIPE PARALLEL

TO JOISTS

PIPE PERPENDICULAR

TO JOISTS

NOTES:


SEISMIC BRACING

4 x 3 x 1/4" ANGLE STEEL

BOLTS

(TYPICAL)

HANGER RODS FOR

PIPING SUPPORT

3/8" DIA HANGER ROD.

WELDED

JOIST

4 x 3 x 1/4" ANGLE STEEL CONT. CONN. TO

JOISTS AT PANEL POINT

WELDED

BOLTS

(TYPICAL)

4 x 3 x 1/4"

ANGLE STEEL

G

METHODS OF PIPE SUPPORT

NO SCALE

FROM SYSTEM

AUXILIARY DRAIN VALVE

INSPECTOR'S TEST VALVE

1" SIGHT GLASS

NEAREST

FLOOR DRAIN

UNION

NOTE:

1. PROVIDE INSPECTION TEST CONNECTION AT HYDRAULICALLY MOST REMOTE POINT IN SPRINKLER SYSTEM.

2. INSPECTORS TEST CONNECTIONS AS SHOWN SHALL BE PROVIDED AFTER EACH O.S.&Y ZONE CONTROL VALVE.

DRAIN VALVES SHALL BE PROVIDED AT THE END OF EACH ZONE WHETHER INDICATED ON THE DRAWINGS OR NOT.

IN SUCH CASES WHERE RECEPTICALS, FLOOR DRAINS, ETC. ARE NOT CONVENIENTLY LOCATED TO RECEIVE

DISCHARGE FROM DRAIN POINTS AT THE END OF THE SYSTEMS THEN THE INSPECTORS TEST CONNECTION WILL

BE CONSIDERED AN ACCEPTABLE SUBSTITUTE FOR THE DRAIN VALVE.


C

INSPECTOR'S TEST CONN. ASSEMBLY

NO SCALE

FIRE PROTECTION NOTES RELATING TO CONSTRUCTION

1. CONTRACTOR SHALL INCLUDE DRAWINGS, SPECIFICATIONS, AND CALCULATIONS FOR TEMPORARY SPRINKLER COVER, FIRE-WATCH, OR

OTHER MEASURES TO INSURE FIRE SAFETY DURING CONSTRUCTION TO COMPLY WITH THE CURRENT CODES AND DOB, AND OSHA.

2. BIDDERS SHALL INCLUDE LINE-ITEM COST FOR FIRE CODE AND DOB COMPLIANT FIRE PROTECTION SYSTEMS. THIS SHALL INCLUDE ALL

REQUIRED TEMPORARY SYSTEMS AS WELL AS MAINTENANCE, ALTERATION AND RELOCATION OF THESE SYSTEMS AS REQUIRED TO ADAPT

TO ONGOING CONSTRUCTION.

3. CONTRACTOR SHALL SUBMIT A LETTER TO THE AUTHORITY HAVE JURISDICTION (AHJ) REQUESTING APPROVAL OF FIRE PROTECTION

METHOD DURING CONSTRUCTION. THE LETTER SHALL ADDRESS:

A. SCOPE OF WORK

B. METHOD OF INSTALLATION

C. IMPAIRMENT PROCEDURE, INCLUDING:

1) SYSTEM OPERATION

2) SHUT-DOWN AND CUT-IN

3) DAILY RETURN OF SERVICE

4) AHJ NOTIFICATIONS

5) FIRE-GUARD AND LOG OF INSPECTIONS

6) CONTINUOUS STANDPIPE SERVICE

7) MAINTENANCE OF ACCESSIBILITY OF HOSE STATIONS

8) TENANT ELEVATOR BYPASS

9) OPERATION OF MANUAL PULL STATIONS

10) VISIBILITY AND MARKING OF EXITS

11) PROTECTION OF ELEVATORS AND STAIRWAAYS

12) PROVISION OF PORTABLE FIRE EXTINGUISHERS

13) REMOVAL OF COMBUSTIBLE WASTE ON A DAILY BASIS

14) ENFORCEMENT OF "NO SMOKING" POLICY

4. CONTRACTOR SHALL IDENTIFY "FIRE PREVENTION PROGRAM SUPERINTENDANT" TO ADMINISTRATOR FIRE CODE REQUIREMENTS UNDER

FIRE CODE #1408.1.

5. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED APPROVALS AND SIGN-OFFS AT COMPLETION OF CONSTRUCTION AND

SHALL SUBMIT ALL REQUIRED DOCUMENTS AND CALCULATIONS IN ORDER TO DO SO.

D

FIRE PROTECTION NOTES RELATING TO CONSTRUCTION

NO SCALE


16 GAGE PIPE SLEEVE

PIPE

STUD WALL

POSITIVE ACTING CHROME PLATED

ESCUTCHEON PLATES

NOTE:

OMIT ESCUTCHEON PLATES FOR

CONCEALED PIPES.

CONC. DECK

HILTI SHIELD

SUPPORT BEAM

LOOP HANGER

T.B. CLAMP

3/8" A.T.R.

PIPE

LOOP HANGER

PIPE

HILTI SHIELD HANGER

NOT TO SCALE

TOP BEAM CLAMP

NOT TO SCALE

3/8" ROD COUP. (IF NEEDED)

3/8" A.T.R.

NOTES:

1. ALL EQUIPMENT SHALL BE

PROVIDED WITH SEISMIC BRACING

DRAIN AND

INSPECTOR

TEST WITH

SIGHT GLASS

TO DRY SPRINKLER

MAINS

SIZE PER PLANS


DRY PIPE VALVE WITH

TRIM AND ACCELERATOR.

ACCELERATOR SHALL BE

VALVED FOR ISOLATION

DURING SERVICE.

PROVIDE TAMPER

SWITCHES ON

ACCELERATOR ISOLATION

VALVES.

FROM WATER SERVICE

PROVIDE NEW AIR COMPRESSOR

COMPRESSOR CAPACITY SHALL BE SUCH

THAT SYSTEM MAY BE PRESSURIZED

WITHIN 15 MINUTES.

PRESSURE

REGULATOR

CHECK VALVE

GLOBE VALVE (TYP.)

RELIEF VALVE

AIR PRESSURE ALARM SWITCH

AIR FILTER/DRYER

WITH AUTO DRAIN

AIR PRESSURE

ALARM SWITCH

1/2" DRUM DRIP

W/TEST VALVE

PIPE ALL DRAINS TO FLOOR

DRAIN (TYP.)

AIR

COMPRESSOR

NOTES:

1. PIPE ALL DRAINS TO EXTERIOR OR NEAREST APPROVED RECEPTACLE

2. ALL FLOW, TAMPER AND PRESSURE SWITCHES TO BE PROVIDED BY

THIS CONTRACTOR AND WIRED BY ELECTRICAL CONTRACTOR

3. PROVIDE LOCKS ON VALVES WHERE REQUIRED BY CODE. PROVIDE

TAMPER SWITCHES WHERE INDICATED

4. PROVIDE 3 TAMPER SWITCHES, 1 FLOW SWITCH, AND 2 AIR PRESSURE

ALARM SWITCHES PER ASSEMBLY. COORDINATE WITH FIRE ALARM

CONTRACTOR.

1"

1"

1"

3

4

"

SYSTEM SHUTOFF

VALVE WITH TAMPER

SWITCH AND FLOW

SWITCH

E

SCHEMATIC DIAGRAM OF DRY PIPE SPRINKLERS

NO SCALE

PROJ. NO.

DWG. No.SCALE

DWG. TITLE

DATE PLOTTED

CHECKED

DRAWN

REVISIONS/ISSUES


DESCRIPTION DATE

1605.05-3





SEAL


AD

\S

prinkler\S

P-700.00_D

V18025.01.dw

g

06 M

ar '19 - 11:02am

FIL

EN

AM

E:

PL

OT

DA

TE

:

XR

EF

S:

12 FEB 2019

XL CENTER

Tel (416) 591 8999 Fax(416) 591 9087



Tel (212) 986 3700 Fax (212) 687 6467



Tel (310) 842 8700 Fax (310) 842 7700

Severud Associates

engineers


HARTFORD, CT



1

AS NOTED

ME

ME

SP-700.00

SPRINKLER DETAILS

ABBREVIATIONS

NO SCALE

TYPICAL DEVICE MOUNTING HEIGHTS

NOTES:

FINISHED FLOOR

TOP OF CABINET

TOP OF CABINET

TOP OF CABINET

48" (4'-0") U

.N

.O

.

78" (6'-6") U

.N

.O

.

64" (5'-4") U

.N

.O

.

72" (6'-0") U

.N

.O

.

NOTES:

NOTE:

ALL DEVICES INDICATED TO BE

INSTALLED AT DIFFERENT

MOUNTING HEIGHTS AND

LOCATED WITHIN ONE STUD

SPACE FROM EACH OTHER SHALL

ALIGN VERTICALLY, ON THE

SAME SIDE OF THE STUD. WHERE

WALL MOUNTED TELEPHONES

OCCUR OVER LIGHT SWITCHES,

VOLUME CONTROLS, ETC.

OFFSET ONE STUD SPACE.

1. ALL EXPOSED RACEWAYS ARE TO BE INSTALLED PARALLEL OR PERPENDICULAR TO WALLS OR STRUCTURAL MEMBERS SUCH THAT

THEY FOLLOW STRUCTURAL SURFACE CONTOURS AND SHALL BE INSTALLED SUCH THAT THEY DO NOT OBSTRUCT PASSAGEWAYS

OR ACCESS TO EQUIPMENT. MULTIPLE RACEWAYS SHOULD BE INSTALLED GROUPED TOGETHER. THE LOCATION OF PUBLICLY

VISIBLE RACEWAYS SHALL BE APPROVED BY THE ARCHITECT PRIOR TO INSTALLATION. (EXTRA TIME SHOULD BE ALLOWED FOR THIS

REVIEW AND APPROVAL.)

2. THE DISCONNECTING MEANS FOR ALL MECHANICAL EQUIPMENT SHALL BE ACCESSIBLE AND HAVE THE CLEARANCE IN FRONT AS

REQUIRED BY NEC AMENDMENTS.

3. ALL CEILING ATTACHED OBJECTS AND FLOOR ATTACHED EQUIPMENT INCLUDING BUT NOT LIMITED TO PENDANT LIGHTING FIXTURES,

GENERAL LIGHTING, MULTIPLE RACEWAYS, GENERATOR, TRANSFORMER ELECTRICAL SWITCHGEAR, AND SWITCHBOARDS SHALL BE

INSTALLED IN ACCORDANCE WITH SUPPORTING OBJECTS FOR SEISMIC ZONE AS REQUIRED BY STATE AND LOCAL CODES.

4. ALL SWITCHGEAR, SWITCHBOARDS AND TRANSFORMERS SHALL HAVE A 4 INCH HOUSE KEEPING PAD. UNDER NO CONDITION SHALL

THE HIGHEST SWITCH OR BREAKER EXCEED 6'-6" AFF.

5. DATA GIVEN ON THE DRAWINGS IS AS EXACT AS COULD BE SECURED. ABSOLUTE ACCURACY IS NOT GUARANTEED AND THE

CONTRACTOR SHALL OBTAIN AND VERIFY EXACT LOCATIONS, MEASUREMENTS, LEVELS, SPACE REQUIREMENTS, POTENTIAL

CONFLICTS WITH OTHER TRADES, ETC. AT THE SITE AND SHALL SATISFACTORILY ADAPT HIS WORK TO ACTUAL CONDITIONS AT THE

BUILDINGS. THE DRAWINGS ARE DIAGRAMMATICAL IN NATURE AND SHALL NOT BE SCALED. HOWEVER THIS DOES NOT RELIEVE ANY

SUB-CONTRACTOR FROM COORDINATING HIS WORK WITH ALL OTHER TRADES AND FROM ADJUSTING HIS WORK AS REQUIRED BY

THE ACTUAL CONDITIONS OF THE PROJECT. THE CONTRACTOR SHALL VISIT THE SITE BEFORE SUBMITTING COSTS TO BECOME

THOROUGHLY FAMILIAR WITH THE ACTUAL CONDITIONS OF THE PROJECT.

6. COORDINATE AND ADJUST ALL WORK BETWEEN TRADES AND EXISTING CONDITIONS IN ORDER TO ACCOMPLISH A NEAT,

INTEGRATED AND EFFICIENT INSTALLATION WHICH INCLUDE BUT ARE NOT LIMITED TO:

a. EXAMINE THE CONTRACT DOCUMENTS OF ALL TRADES (IE. THE ARCHITECTURAL REFLECTED CEILING PLAN, MECHANICAL

HVAC DRAWINGS, ELECTRICAL LIGHTING PLAN, FIRE PROTECTION PLAN, ETC.).

b. COORDINATE NECESSARY EQUIPMENT, FIXTURES, ETC. SO THAT THE FINAL INSTALLATION IS COMPATIBLE WITH THE

MATERIALS AND EQUIPMENT OF THE OTHER TRADES.

c. THIS CONTRACTOR SHALL ASSIST THE DIVISION 23 CONTRACTOR IN PREPARING SHOP DRAWINGS FOR COORDINATING

INSTALLATION OF ALL WORK (IE. LOCATING ALL LIGHTING FIXTURES IN CEILING WITH CEILING CLEARANCES, RACEWAYS,

PIPING, EQUIPMENT FOR CLEARANCE THROUGHOUT).

d. THE ELECTRICAL DRAWINGS INDICATE THE ELECTRICAL REQUIREMENTS FOR A SIGNIFICANT PORTION OF THE MECHANICAL

AND PLUMBING SYSTEMS. ADDITIONAL MECHANICAL AND PLUMBING EQUIPMENT IS INDICATED ON THE DIVISION 21E

DRAWINGS. REFER TO MECHANICAL DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION. PROVIDE COMPLETE

WIRING AND FUSIBLE DISCONNECTING MEANS FOR ALL MECHANICAL AND PLUMBING EQUIPMENT.

7. DEFINITIONS:

a. "FURNISH" MEANS TO "SUPPLY" AND USUALLY REFERS TO AN ITEM OF EQUIPMENT.

b. "INSTALL" MEANS TO "SET IN PLACE, CONNECT AND PLACE IN FULL OPERATIONAL ORDER".

c. "PROVIDE" MEANS TO "FURNISH AND INSTALL".

d. "EQUIVALENT" MEANS "MEETS THE SPECIFICATIONS OF THE REFERENCE PRODUCT OR ITEM IN ALL SIGNIFICANT ASPECTS."

SIGNIFICANT ASPECTS SHALL BE DETERMINED BY THE ENGINEER.

e. "RE: DIVISION", AND SIMILAR EXPRESSIONS MEANS WORK TO BE PERFORMED UNDER THE CONTRACT DOCUMENTS, BUT

NOT NECESSARILY UNDER THE DIVISION OR SECTION OF THE WORK ON WHICH THE NOTE APPEARS. IT IS THE CONTRACTORS

SOLE RESPONSIBILITY TO COORDINATE THE WORK OF THE CONTRACT BETWEEN HIS/HER SUPPLIERS, SUBCONTRACTORS,

AND EMPLOYEES. IF CLARIFICATION IS REQUIRED, CONSULT ARCHITECT.

8. "FIRESTOPPING" REQUIREMENT. ALL PENETRATIONS THROUGH RATED WALLS AND FLOORS SHALL BE SEALED WITH MATERIAL

CAPABLE OF PREVENTING THE PASSAGE OF FLAMES AND HOT GASSES WHEN SUBJECTED TO THE REQUIREMENTS OF THE TEST

STANDARD SPECIFIC FOR FIRE STOPS ASTM-E-814. ALL PENETRATIONS SHALL MEET F AND T RATINGS AS REQUIRED BY THE

BUILDING CODE.

9. WHERE DISCONNECTS ARE INDICATED ON DRAWINGS CONTRACTOR SHALL PROVIDE FINAL CONNECTION TO EQUIPMENT BEING

SERVED BY DISCONNECT.

10. CONTRACTOR PROVIDE ALL MISCELLANEOUS SUPPORTS AS REQUIRED FOR A COMPLETE OPERABLE ELECTRICAL INSTALLATION

INCLUDING MISCELLANEOUS STEEL, UNI-STRUT, ALL-THREAD, AIRCRAFT CABLE, ETC.

TH

E E

NT

IR

E LE

NG

TH

N

OT

LE

SS

TH

AN

80" A

ND

N

OT

G

RE

AT

ER

T

HA

N

96" A

FF

T

O B

OT

TO

M O

F D

EV

IC

E

DE

VIC

E

TO

T

OP

O

F

CONTROL

PANELS

1. MOUNTING HEIGHTS SHOWN ON ARCHITECTURAL ELEVATIONS SHALL GOVERN OVER THOSE SHOWN ABOVE.

2. CONTRACTOR SHALL ENSURE THAT ALL MOUNTING HEIGHTS COMPLY WITH CURRENT ADA REQUIREMENTS.

3. WHERE EVER DEVICES ARE INDICATED TO BE ABOVE DOORS, DEVICE SHALL BE CENTERED BETWEEN TOP OF

DOOR TRIM AND CEILING LINE.

4. ALL ABOVE COUNTER (DESIGNATED BY "AC") SHALL BE MOUNTED 8" ABOVE COUNTER OR MAXIMUM HEIGHT OF

44" TO TOP OF DEVICE. VERIFY HEIGHTS WITH ARCHITECT.

5. FOR CEILINGS BELOW 7'-4", FIRE ALARM STROBE OR HORN/STROBES SHALL BE WALL MOUNTED 6" BELOW

FINISHED CEILING.

6. HEIGHTS SHOWN ARE TYPICAL TO CENTERLINE OF BOX UNLESS NOTED OTHERWISE. ALL DUPLEX RECEPTACLES

SHALL BE MOUNTED VERTICALLY.

7. REFER TO ARCHITECTURAL DRAWINGS FOR RECEPTACLE MOUNTING HEIGHTS. STANDARD CONVENIENCE

RECEPTACLES SHALL BE MOUNTED AT HEIGHT INDICATED ABOVE WHERE MOUNTING HEIGHT IS NOT SHOWN ON

ARCHITECTURAL DOCUMENTS.

8. CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS DIMENSIONS WHERE AVAILABLE. WHERE DEVICES

ARE MOUNTED IN CASEWORK OR MILLWORK, CONTRACTOR SHALL VERIFY EXACT DIMENSIONS PRIOR TO

INSTALLATION.

BO

TT

OM

OF

D

EV

IC

E

16" A

FF

U

.N

.O

.

-G

YP

-B

LO

CK

18"A

FF

U

.N

.O

.

-B

LO

CK

(6")

LIGHTING

RACEWAY LEGEND

A-2,4

A

A:2,4

T

EQUIPMENT

POWER DEVICES

TO

J

BRANCH CIRCUIT HOMERUN TO PANELBOARD,

NUMBER OF ARROWS INDICATES NUMBER OF

CIRCUITS, NUMERAL INDICATES CIRCUIT

NUMBER.

BRANCH CIRCUIT HOMERUN CONTROLLED BY

LIGHTING CONTROL SYSTEM. FIRST

HEXAGON LETTER CORRESPONDS TO FIRST

CIRCUIT NUMBER. (ie. CIRCUIT #2 IS ON ZONE

A)

UNDERGROUND FEEDER

UNDERGROUND BRANCH CIRCUIT HOMERUN

CONDUIT UP

CONDUIT DOWN

CONDUIT RUNS UNDERFLOOR OR BELOW

GRADE

CONDUIT RUN CONCEALED IN WALLS OR

CEILING, OR EXPOSED WHEN CEILINGS ARE

NOT PRESENT.

MOTOR CONNECTION

MAX MAXIMUM

MB MAIN BREAKER

MC MECHANICAL CONTRACTOR

MCB MAIN CIRCUIT BREAKER

MCC MOTOR CONTROL CENTER

MCP MOTOR CIRCUIT PROTECTOR

MDP MAIN DISTRIBUTION PANEL

MECH MECHANICAL

MFR MANUFACTURER

MG MOTOR GENERATOR

MH MANHOLE OR METAL HALIDE

MIN MINIMUM

MLO MAIN LUGS ONLY

MOV MOTOR OPERATED VALVE

MS MOTOR STARTER

MSB MAIN SWITCHBOARD

MTD MOUNTED

MTG MOUNTING

MS MOTOR STARTER

MV MEDIUM VOLTAGE

N NEUTRAL

NEC NATIONAL ELECTRICAL CODE

NIC NOT IN CONTRACT

NC NORMALLY CLOSED

NL NIGHT LIGHT

NO NORMALLY OPEN

NTS NOT TO SCALE

OC ON CENTER

OA OUTSIDE DIAMETER

P POLE

PA PUBLIC ADDRESS

PB PUSH BUTTON

PE PHOTOELECTRIC

PF POWER FACTOR

PH PHASE

PNL PANEL

PR PAIR

PRI PRIMARY

PT POTENTIAL TRANSFORMER

PVC POLYVINYL CHLORIDE

PWR POWER

QR QUARTZ RESTRIKE

R EXISTING TO BE RELOCATED

REC RECEPTACLE

RGS RIGID GALVANIZED STEEL

RM ROOM

RPM REVOLUTIONS PER MINUTE

SCP SECURITY CONTROL PANEL

SEC SECONDARY/SECOND

SEC SECTION

SHT SHEET

SPD SURGE PROTECTIVE DEVICE

SPDT SINGLE POLE, DOUBLE THROW

SQ.FT SQUARE FEET

ST SHUNT TRIP

STD STANDARD

SW SWITCH

SWBD SWITCHBOARD

TC TIME CLOCK

TEL TELEPHONE

TEMP TEMPERATURE

TELECOM TELECOMMUNICATIONS

TGB TELECOMMUNICATIONS GROUND BUS

TL TWIST LOCK

TMGB TELECOMMUNICATIONS MAIN GROUND BUS

TR TELECOMMUNICATIONS ROOM

UC UNDER COUNTER

U/G UNDER GROUND

UH UNIT HEATER

UL UNDERWRITER LABORATORIES

UNF UNFUSED

UNO UNLESS NOTED OTHERWISE

UPS UNINTERRUPTIBLE POWER SUPPLY

UTP UNSHIELDED TWISTED PAIR

V VOLT

VFD VARIABLE FREQUENCY DRIVE

VM VOLTMETER

W WATT

W/ WITH

WH WATT HOUR

WLAN WIRELESS LOCAL AREA NETWORK

WP WEATHERPROOF (IN-USE TYPE REQUIRED)

WPL WEATHERPROOF LOCKABLE ENCLOSURE.

WT WATERTIGHT

XMFR TRANSFORMER

XP EXPLOSION PROOF

STEM MOUNTED EXIT SIGN. MOUNTING,

FACES AND DIRECTIONAL ARROWS

(CHEVRONS) PER PLANS DAUL-LITE SERIES

SE WITH RED LETTERS AND STEM KIT

OCCUPANCY SENSOR - CEILING MOUNTED

LIGHT SWITCH

DISCONNECT SWITCH UPPER NUMERAL

DENOTES SWITCH SIZE, LOWER NUMERAL

DENOTES FUSE SIZE

UNF DENOTES UNFUSED

POWER PANEL

GROUND

TRANSFORMER

EQUIPMENT IDENTIFICATION TAG

MOTOR AND THERMAL OVERLOAD

WEATHERPROOF

MOTOR WITH DISCONNECT SWITCH AND VFD

(REFER TO MECHANICAL SCHEDULES)

SINGLE WALL RECEPTACLE

WALL DUPLEX RECEPTACLE

WALL QUAD RECEPTACLE

WALL JUNCTION BOX

SINGLE TOGGLE SWITCH

WEATHERPROOF

GROUND FAULT INTERRUPTER TYPE

DENOTES REMOVE

DENOTES EXISTING TO REMAIN

A,AMP AMPERE

AC ABOVE COUNTER

AF AMPERE FUSE/FRAME

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AL ALUMINUM

AM AMMETER

ANN ANNUNCIATOR

ANT ANTENNA

ATS AUTOMATIC TRANSFER SWITCH

AUTO AUTOMATIC

AUX AUXILIARY

AWG AMERICAN WIRE GAUGE

BFC BELOW FINISHED CEILING

BFG BELOW FINISHED GRADE

BKR BREAKER

C CONDUIT

CAB CABINET

CAM CAMERA

CB CIRCUIT BREAKER

CCTV CLOSED CIRCUIT TELEVISION

CKT CIRCUIT

CO CONDUIT ONLY

COMB COMBINATION

COND CONDUCTOR

CT CURRENT TRANSFORMER

CU COPPER

dB DECIBEL

DGP DIGITAL GATHERING PANEL

DISC DISCONNECT

DL DAMP LISTED

DWG DRAWING

DVR DIGITAL VIDEO RECORDER

E EXISTING

EA EACH

EC ELECTRICAL CONTRACTOR

EF EXHAUST FAN

EG EQUIPMENT GROUND

EHC ELECTRIC HEATING COIL

ELEC ELECTRIC OR ELECTRICAL

ELEV ELEVATOR

EM EMERGENCY

EMT ELECTRIC METALLIC TUBING

EOL F/A END OF LINE RESISTOR

EQUIP EQUIPMENT

EWC ELECTRIC WATER COOLER

EWH ELECTRIC WATER HEATER

EXH EXHAUST

F FUSE

FA FIRE ALARM

FACP FIRE ALARM CONTROL PANEL

FBO FURNISHED BY OTHERS

FC FOOTCANDLES

FDR FEEDER

FLEX FLEXIBLE

FLR FLOOR

FLUOR FLUORESCENT

FO FIBER OPTIC

G GROUND

GALV GALVANIZED

GEN GENERATOR

GFI GROUND FAULT CIRCUIT INTERRUPTER

GFCI GROUND FAULT CIRCUIT INTERRUPTER

GND GROUND

HD HEAVY DUTY

HH HAND HOLE

HOA HAND-OFF-AUTO

HP HORSEPOWER

HPF HIGH POWER FACTOR

HPS HIGH PRESSURE SODIUM

HT HEIGHT

HTR HEATER

ID INSIDE DIAMETER

IG ISOLATED GROUND

IMC INTERMEDIATE GRADE METALLIC CONDUIT

INCAND INCANDESCENT

J-BOX JUNCTION BOX

KCMIL THOUSAND OF CIRCULAR MILLS

KVA KILOVOLT AMPERE

KW KILOWATT

KWH KILOWATT HOUR

LA LIGHTNING ARRESTOR

LFC LIQUIDTIGHT FLEXIBLE CONDUIT

LTG LIGHTING

LV LOW VOLTAGE

MA MILLIAMPERE

ABBREVIATIONS

THE ELECTRICAL DRAWINGS INDICATE THE ELECTRICAL

REQUIREMENTS FOR A SIGNIFICANT PORTION OF THE MECHANICAL AND

PLUMBING SYSTEMS. ADDITIONAL MECHANICAL AND PLUMBING

EQUIPMENT IS INDICATED ON THE DIVISION 21, 22,AND 23 DRAWINGS.

THE ELECTRICAL CONTRACTOR SHALL INCLUDE COSTS IN THE DIVISION

26 PRICING TO CONNECT ALL MECHANICAL AND PLUMBING EQUIPMENT

INDICATED ON THE ELECTRICAL DRAWINGS AND ON THE MECHANICAL

AND PLUMBING DRAWINGS. PROVIDE COMPLETE WIRING, STARTERS,

AND DISCONNECTING MEANS FOR ALL MECHANICAL AND PLUMBING

EQUIPMENT.

MECHANICAL/PLUMBING COORDINATION

REQUIREMENTS

WP

WP

GFI

OS

R

E

VFD

100

UNF

J

SINGLE WALL RECEPTACLE

WALL DUPLEX RECEPTACLE

WALL QUAD RECEPTACLE

WALL JUNCTION BOX

SINGLE TOGGLE SWITCH

WEATHERPROOF

GROUND FAULT INTERRUPTER TYPE

DENOTES REMOVE

DENOTES EXISTING TO REMAIN

WP

GFI

R

E

4 PORT DATA/VOICE OUTLET WITH 3/4"

CONDUIT ROUTED UP TO 6" ABOVE

FINISHED CEILING.

CHAIN HUNG 1X4 LENSED LED STRIP LIGHT

25W, 3000 LM LITHONIA LIGHTING

ZL1NL48SMR3000LMMVOLT30K80CR1WHHC36

2X2 RECESSED LED FIXTURE WITH ACRYLIC LENS

3300 LUMENS MULTIVOLT LITHONIA CAT #2GTL33LLP830

SYMBOL

DISCRIPTION

LIGHT FIXTURE SCHEDULE

WALL MOUNTED LED LITHONIA CAT #

CLXLED363000LMSEFFDLMVOLT

ELECTRICAL AND FIRE ALARM SHEET LIST TABLE


E-000.00 ELECTRICAL LEGEND AND NOTES

E-010.00 ELECTRICAL SCHEDULES

E-100.00 ELECTRICAL DEMO PLAN - N.W. QUADRANT EVENT LEVEL

E-200.00 ELECTRICAL POWER PLAN - N.W. QUADRANT EVENT LEVEL

E-202.00 ELECTRICAL POWER PLAN - N.E. QUADRANT EL.48

E-203.00 ELECTRICAL POWER PLAN - N.W. QUADRANT EL.48

E-301.00 ELECTRICAL LIGHTING PLAN - EVENT LEVEL

E-502.00 ELECTRICAL POWER PLAN - STAIRS

E-600.00 ELECTRICAL RISER DIAGRAM

E-601.00 ELECTRICAL RISER DIAGRAM SHT 2

E-700.00 ELECTRICAL DETAILS

FA-201.00 FIRE ALARM PLAN - EVENT LEVEL

FA-202.00 FIRE ALARM PLAN - FP48

FA-600.00 FIRE ALARM RISER DIAGRAM

PROJ. NO.

DWG. No.SCALE

DWG. TITLE

DATE PLOTTED

CHECKED

DRAWN

REVISIONS/ISSUES


DESCRIPTION DATE

1605.05-3





SEAL


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12 FEB 2019

XL CENTER

Tel (416) 591 8999 Fax(416) 591 9087



Tel (212) 986 3700 Fax (212) 687 6467



Tel (310) 842 8700 Fax (310) 842 7700

Severud Associates

engineers


HARTFORD, CT



1

AS NOTED

ME

ME

E-000.00

ELECTRICAL LEGEND

AND NOTES

NOTES:

N ID

M

M

M

M

M

M

P

P

P

S

S

S

P

P

P

P

P

P

P

P

P

XL CENTER CHILLER PLANT REPLACEMENT

480Y/277

3PHASE,4WIRE+GND

DESCRIPTION

CWP-AC1

-----

-----

AC-ICE

-----

-----

--SPARE--

--SPARE--

--SPARE--

HVCT-R

--CONNECTED LOAD--

-------

--SPARE--

--SPARE--

--SPARE--

--SPARE--

--SPARE--

--SPARE--

--SPARE--

--SPARE--

--SPARE--

Book1.xls

V-A

942

942

942

7341

7341

7341

9886

9886

9886

ME Engineers Inc.

BUS:

MAINS:

P

3

<

<

3

<

<

1

1

1

3

<

<

1

1

1

1

1

1

1

1

1

800

800

BKR

20

40

20

20

20

150

20

20

20

20

20

20

20

20

20

Amps

AMP MAIN BKR

OPTIONS:

CONCEALED HINGE COVER

LAMINATED NAMEPLATE

CKT

1

3

5

7

9

11

13

15

17

19

21

23

25

27

29

31

33

35

37

39

41

PH

A

B

C

A

B

C

A

B

C

A

B

C

A

B

C

A

B

C

A

B

C

Copper

CKT

2

4

6

8

10

12

14

16

18

20

22

24

26

28

30

32

34

36

38

40

42

BKR

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

P

3

>

>

3

>

>

3

>

>

1

1

1

1

1

1

1

1

1

1

1

1

PANEL:

SECTION:

LOCATION:

DATE:

FED FROM :

MOUNTING :

ISSUE:

V-A

942

942

942

1801

1801

1801

2105

2105

2105

DPL31

1 OF 1

L31 MAIN ELEC ROOM

02/15/19

MAIN SWITCHBOARD

SURFACE

DESCRIPTION

CWP-AC2

-----

-----

HV-ICE

-----

-----

GX-1

-----

-----

--SPARE--

--SPARE--

--SPARE--

--SPARE--

--SPARE--

--SPARE--

--SPARE--

--SPARE--

--SPARE--

--SPARE--

--SPARE--

--SPARE--

ID

M

M

M

M

M

M

M

M

M

P

P

P

P

P

P

P

P

P

P

P

P

N

NOTES:

N ID

M

M

M

S

S

S

E

E

E

P

P

P

P

P

P


480Y/277

3PHASE,4WIRE+GND

1. PANEL SHALL BE FRONT HINGED TO BOX

2. PANEL SHALL BE NEMA TYPE 3R

3. PROVIDE FULL BUSSING FOR PANEL

DESCRIPTION

CT-1

-----

-----

LVCT-R

--CONNECTED LOAD--

-------

CT-2 BASIN HEATER

-----

-----

--SPARE--

--SPARE--

--SPARE--

--SPARE--

--SPARE--

--SPARE--

Book1.xls

V-A

943

943

943

3360

4200

3200

4000

4000

4000

ME Engineers Inc.

BUS:

MAINS:

P

3

<

<

3

<

<

3

<

<

1

1

1

1

1

1

225

150

BKR

20

60

30

20

20

20

20

20

20

Amps

AMP MAIN BKR

OPTIONS:

NEMA 3R / IP64 ENCLOSURE

BOLT IN BRANCH BKRS

LAMINATED NAMEPLATE

CKT

1

3

5

7

9

11

13

15

17

19

21

23

25

27

29

PH

A

B

C

A

B

C

A

B

C

A

B

C

A

B

C

Copper

CKT

2

4

6

8

10

12

14

16

18

20

22

24

26

28

30

BKR

20

30

20

20

20

P

3

>

>

3

>

>

1

1

1

PANEL:

SECTION:

LOCATION:

DATE:

FED FROM :

MOUNTING :

ISSUE:

V-A

943

943

943

4000

4000

4000

HVCT-R

1 OF 1

AT ROOF COOLING TOWER

02/15/19

DPL31

SURFACE

DESCRIPTION

CT-2

-----

-----

CT-1 BASIN HEATER

-----

-----

--SPARE--

--SPARE--

--SPARE--

SPACE

SPACE

SPACE

SPACE

SPACE

SPACE

ID

M

M

M

E

E

E

P

P

P

C

C

C

C

C

C

N

NOTES:

N ID

R

X

M

X

E

E

P

P

P


208Y/120

3PHASE,4WIRE+GND

1. PANEL SHALL BE FRONT HINGED TO BOX

DESCRIPTION

ROOF RECEPTACLE

CT-1 CONTROLS

CT#1 VFD/FAN AND HEATER

CT #1 WATER LEVEL CONTROLS

CONDENSOR SUPPLY HEAT TRACE

CONDENSOR RETURN HEAT TRACE

--SPARE--

--SPARE--

--SPARE--

Book1.xls

V-A

360

800

1000

1000

1200

1200

ME Engineers Inc.

BUS:

MAINS:

P

1

1

1

1

1

1

1

1

1

60

60

BKR

20

20

20

20

20

20

20

20

20

Amps

AMP MAIN BKR

OPTIONS:

NEMA 3R / IP64 ENCLOSURE

BOLT IN BRANCH BKRS

LAMINATED NAMEPLATE

CKT

1

3

5

7

9

11

13

15

17

PH

A

B

C

A

B

C

A

B

C

Copper

CKT

2

4

6

8

10

12

14

16

18

BKR

20

20

20

20

20

20

20

20

20

P

1

1

1

1

1

1

1

1

1

PANEL:

SECTION:

LOCATION:

DATE:

FED FROM :

MOUNTING :

ISSUE:

V-A

800

1000

1000

1200

1200

LVCT-R

1 OF 1

AT ROOF COOLING TOWER

02/15/19

SURFACE

DESCRIPTION

CT #2 CONTROLS

CT #2 WATER LEVEL CONTROLS

CT #2VFD FAN AND HEATER

EQUALIZER 'HEAT TRACING

DRAIN HEAT TRACING

--SPARE--

--SPARE--

--SPARE--

--SPARE--

ID

X

X

M

E

E

P

P

P

P

N

PROJ. NO.

DWG. No.SCALE

DWG. TITLE

DATE PLOTTED

CHECKED

DRAWN

REVISIONS/ISSUES


DESCRIPTION DATE

1605.05-3





SEAL


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12 FEB 2019

XL CENTER

Tel (416) 591 8999 Fax(416) 591 9087



Tel (212) 986 3700 Fax (212) 687 6467



Tel (310) 842 8700 Fax (310) 842 7700

Severud Associates

engineers


HARTFORD, CT



1

AS NOTED

ME

ME

E-010.00

ELECTRICAL

SCHEDULES


1 DISCONNECT AND REMOVE RECEPTACLES NOTED WITH "R",

ALL LIGHT FIXTURES AND ASSOCIATED CONDUIT AND WIRE

SHALL BE REMOVED BACK TO NEAREST TERMINATION POINT. PRIOR TO

DISCONNECTION AND REMOVALS CONTRACTOR SHALL TRACE OUT

LIGHT CONTROL, EMERGENCY LIGHTING AND NORMAL LIGHTING

BRANCH CIRCUITS AND LABEL FOR REUSE. CONTRACTOR SHALL

MAINTAIN CONTINUITY OF EXISTING BRANCH CIRCUITS AND LIGHT

CONTROL NOT AFFECTED BY NEW WORK.

EXISTING SWITCHES SERVING UPPER LEVEL STORAGE AREA TO BE

DISCONNECTED AND RELOCATED AS INDICATED. CONTRACTOR SHALL

EXTEND ALL ASSOCIATED WIRING TO NEW LOCATION AND RECONNECT

PROVIDE ADEQUATE PROTECTION DURING CONSTRUCTION

2

3 ADD ALTERNATE

PROVIDE PRICING ALTERNATE FOR ROUTING THE ELECTRICAL

CONDUIT AND WIRE ASSOCIATED WITH EXISTING MCC WITHIN

PROPOSED TRENCH. DISCONNECT AND TEMPORARILY RELOCATE

EXISTING MCC EXTEND ALL ASSOCIATED FEEDERS, CONDUITS AND

WIRE AS REQUIRED. CONTRACTOR SHALL COORDINATE ALL

SHUTDOWNS OF AFFECTED SYSTEMS FED FROM MCC WITH BUILDING

FACILITIES. PROVIDE ALL CONDUIT, WIRE, ETC AS REQUIRED.

1. PRIOR TO BID, CONTRACTOR SHALL VERIFY ALL WORK ASSOCIATED WITH EXISTING CONDITIONS TO

DETERMINE NECESSARY WORK. ANY DISCREPANCIES OBSERVED ON SITE SHALL BE BROUGHT UP TO

ARCHITECT'S AND ENGINEER'S ATTENTION PRIOR TO BID.

2. ALL DEVICES AND FIXTURES INDICATED WITH 'E' OR 'EXISTING' SHALL REMAIN. MAINTAIN CONTINUITY

OF CIRCUITRY. PROVIDE ADEQUATE PROTECTION DURING DEMOLITION AND CONSTRUCTION.

3. ALL DEVICES AND FIXTURES INDICATED WITH 'R' OR 'RELOCATE' ARE EXISTING TO BE RELOCATED.

4. REFER TO ARCHITECTURAL PLANS FOR ADDITIONAL DEMOLITION INFORMATION INCLUDING AREAS TO

BE DEMOLISHED.

5. REFER TO MECHANICAL, PLUMBING, AND SPRINKLER DRAWINGS FOR ADDITIONAL INFORMATION ON

MECHANICAL EQUIPMENT TO BE REMOVED.

6. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.

7. CONTRACTOR SHALL COORDINATE ALL REQUIRED SHUTDOWNS WITH FACILITIES DEPARTMENT.

8. CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION FOR ALL ELECTRICAL EQUIPMENT TO

REMAIN.

1

1

EXISTING MOTOR CONTROL

MCA

DISCONNECT AND REMOVE

POWER SOURCE SERVING

CHILLER BACK TO MAIN

ELECTRIC ROOM BACK TO

POINT OF ORIGIN. REMOVAL

SHALL INCLUDE ALL

ASSOCIATED CONDUIT,

WIRE, SUPPORT ETC

DISCONNECT POWER

SOURCE AND REMOVE

BACK TO POINT OF

ORIGIN INCLUDING ALL

ASSOCIATED CONDUIT,

WIRE, DISC SWITCH,

SUPPORTS ETC

BRINE MIXING

PUMP

TRACE OUT WIRING SERVING

COOLING TOWERS. DISCONNECT

AND REMOVE BACK TO POINT OF

ORIGN. REMOVALS SHALL INCLUDE

ALL ASSOCIATED RELAYS, WIRING

SUPPORTS DISCONNECT SWITCHES

ETC. COORDINATE ALL REMOVALS

WITH MECHANICAL CONTRACTOR.

EXISTING DUPLEX PUMP AND

ALL ASSOCIATED ELECTRIC

SUPPLY TO REMAIN

BRINE

PUMP

#1

BRINE

PUMP

#1


POWER SOURCE TO BRINE

PUMPS #1 & #2 BACK TO

MCCA REMOVALS SHALL

INCLUDE ALL ASSOCIATED

CONDUIT, WIRE. RELAYS

SUPPORTS ETC


POWER SOURCE SERVING

(2) CONDENSOR WATER

PUMPS (CH-1 & CH-2) BACK

TO MCCA. REMOVAL SHALL

INCLUDE ALL ASSOCIATED

CONDUIT, WIRE,

DISCONNECT SWITCHES,

SUPPORT ETC

EXISTING

PANEL LB-5

T

EXISTING POWER

DISTRIBUTION

TO REMAIN

DISCONNECT POWER SOURCE TO

COOLING TOWERS AND REMOVE BACK

TO SWITCHBOARD MS2 LOCATED IN

MAIN ELECTRIC ROOM. COORDINATE

REMOVALS WITH MECHANICAL CONTRACTOR

EXISTING FIRE ALARM

ANNUNICATOR AND LIGHTING

CONTROL PANELS TO BE

RELOCATED. FOR NEW LOCATION

REFER TO CONSTRUCTION DWG

1

1

1

.

2

1

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

E

E

E

R

R

R

R

REMOVE DISCONNECT SWITCH

AND ASSOCIATED CONDUIT.

CUT BACK EXISTING CONDUIT AND

WIRE BACK SERVING CHILLER BEING

REMOVED TO THIS PROPOSED LOCATION

SAFE OFF FOR REUSE. COORDINATE

EXACT LOCATION IN FIELD

CUT BACK EXISTING CONDUIT AND WIRE SERVING CHILLER

BEING REMOVED TO PULL BOX AND SAFE OFF FOR REUSE

EXISTING CONDUIT AND WIRE

TO REMAIN. FOR ADDITIONAL

INFORMATION REFER TO LEVEL 48

CONSTRUCTION

EXISTING PULL BOX TO REMAIN

RE-ROUTE COMMUNICATION WIRING,

CONDUIT AND ASSOCIATED WIRING

ALONG WALL AS REQUIRED TO SUIT THE

REMOVAL OF LOWER LEVEL

DOUBLE DOORS COORDINATE ALL

REROUTING AND REQUIRED SHUTDOWNS

IN FIELD WITH BUILDING FACILITIES

DEPARTMENT.

1

MSB

(EXISTING PANEL

TO REMAIN)

R

E

SEE KEY NOTE 3 ADD ALTERNATE

PROJ. NO.

DWG. No.SCALE

DWG. TITLE

DATE PLOTTED

CHECKED

DRAWN

REVISIONS/ISSUES


DESCRIPTION DATE

1605.05-3





SEAL


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PL

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12 FEB 2019

XL CENTER

Tel (416) 591 8999 Fax(416) 591 9087



Tel (212) 986 3700 Fax (212) 687 6467



Tel (310) 842 8700 Fax (310) 842 7700

Severud Associates

engineers


HARTFORD, CT



1

AS NOTED

ME

ME

E-100.00

ELECTRICAL DEMO PLAN

- N.W. QUADRANT

EVENT LEVEL

ELECTRICAL DEMO PLAN - N.W. QUADRANT EVENT LEVEL

11/8" = 1'-0"


1 CONNECT TO SPARE 1P,20A CIRCUIT BREAKER IN PANEL

MSB. PROVIDE ALL CONDUIT, WIRE ETC AS REQUIRED.

CONNECT POWER FOR FIRE SMOKE DAMPER TO SPARE 1P, 20A

CIRCUIT BREAKER IN EXISTING PANEL MSB. MAX (5) FIRE SMOKE

DAMPERS PER CKT, PROVIDE LOCKING TAB FOR CIRCUIT BREAKER.




2. ALL DEVICES INDICATED WITH 'E' OR 'EXISTING' SHALL REMAIN. MAINTAIN CONTINUITY OF CIRCUITRY.

PROVIDE ADEQUATE PROTECTION DURING DEMOLITION AND CONSTRUCTION.

3. THE WORDS "REPLACE" AND "REPLACEMENT" INDICATE A REQUIREMENT TO DEMOLISH OLD AND

REPLACE WITH NEW.

4. FOR EXACT LOCATION AND MOUNTING HEIGHTS OF ALL DEVICES REFER TO ARCHITECTURAL

DRAWINGS.

5. REFER TO ARCHITECTURAL DRAWINGS FOR EQUIPMENT LOCATIONS AND ADDITIONAL INFORMATION.

6. PROVIDE (1) NEUTRAL FOR EACH HOT AND (1) COMMON GROUND FOR EACH HOMERUN.

7. ALL MECHANICAL/PLUMBING EQUIPMENT IS SHOWN FOR ELECTRICAL CIRCUITING INFORMATION ONLY.

EXACT LOCATIONS AND QUANTITIES OF MECHANICAL/PLUMBING EQUIPMENT SHALL BE COORDINATED

WITH MECHANICAL/PLUMBING DRAWINGS.

8. EXACT LOCATIONS AND QUANTITIES OF FIRE/SMOKE DAMPERS SHALL BE COORDINATED WITH

MECHANICAL DRAWINGS.

9. ALL EXISTING POWER RECEPTACLES AND DATA OUTLETS SHALL BE PROVIDED WITH NEW

COVERPLATES TO MATCH NEW OUTLETS.

10. ALL EXPOSED CONDUIT SHALL BE ROUTED PERPENDICULAR, PARALLEL, AND TIGHT TO COLUMNS AND

BEAMS. ALL EXPOSED CONDUIT ROUTING SHALL BE COORDINATED WITH ENGINEER AND ARCHITECT

PRIOR TO INSTALLATION. NO ADDITIONAL COST TO OWNER WILL BE ALLOWED FOR RELOCATING

CONDUIT DUE TO THE LACK OF COORDINATION WITH ARCHITECT.

11. ALL BACK BOXES SHALL BE FLUSH MOUNTED UNLESS NOTED OTHERWISE. ALL VERTICAL SECTIONS

OF CONDUIT SHALL BE CONCEALED. CONTRACTOR SHALL COORDINATE INSTALLATION OF CONDUIT

AND BACK BOXES IN CONCRETE, MASONRY AND GYP. WALLS.

12. CIRCUIT NUMBERS FOR CIRCUITS ORIGINATING FROM EXISTING PANELS ARE SHOWN FOR

REFERENCE ONLY. CONTRACTOR SHALL VERIFY SPARE BREAKERS IN THE FIELD.

2

NIC

NIC

NIC

18X30 SA UP

FSD -COORD W/ MECH

10"BWS/R UP

-COORD W/ MECH

8"CWS/R UP

-COORD W/ MECH

6"REFRIGERATION

EXHAUST UP

-COORD W/ MECH

10"BWS/R & 8"CWS/R

TO CHILLER

-COORD W/ MECH

18

X2

0

24

X1

4

12X10 OA UP

FSD -COORD W/ MECH

4"LPR UP

-COORD W/ MECH

24X24 EA UP

-COORD

W/ MECH

8"BWR UP

-COORD W/ MECH

12X10 OA UP

FSD

MSB

RELOCATED FIRE ALARM ANNUNICATOR AND

LIGHTING CONTROL PANEL. CONTRACTOR SHALL

DISCONNECT, RELOCATE AND RE INSTALL AT

LOCATION INDICATED. EXTEND ALL ASSOCIATED

CONDUIT, WIRE, LIGHTING CIRCUITS ETC.

PROVIDE ALL REQUIRED

RE-PROGRAMMING AS REQUIRED. COORDINATE

SHUT DOWN OF THE SYSTEMS WITH

FACILITIES/ENGINEERING DEPARTMENT PERSONNEL.

CO

NT

RO

L P

AN

EL

CO

NT

RO

L P

AN

EL

CH

1

CWP

1

CWP

2

BWP

1

BWP

2

30

UNF

30

UNF

AC

ICE

60

UNF

(2) 4"C FROM

LEVEL 48 TO FEED CH-1

CONTROL PANEL, FOR

ADDITIONAL INFORMATION

REFER TO POWER RISER

DIAGRAM

FUTURE

MSB

(EXIST)

DPL-31

DPL31:2,4,6

DPL31:7,9,11

(3 #10,#10

GND,3/4"C)

J

.

SEP

ICE

1

WP

CONNECT TO NEAREST

RECEPTACLE BRANCH

CIRCUIT SERVING AREA

OR TO SPARE 1P, 20A CIRCUIT

BREAKER IN PANEL MSB

PROVIDE ALL CONDUIT

WIRE, ETC AS REQUIRED.

1

1

CWP

AC-1

CWP

2

J CH

1

J

FSD

J

FSD

J

FOR MECHANICAL

CONTROLS

1

J

FOR MECHANICAL

CONTROLS

1

J

J

J

FOR MECHANICAL

CONTROLS

1

1

1

2

2

DPL31:7,9,11

(3 #12,#12

GND,3/4"C)

DPL31:1,3,5

EXISTING CONDUITS ROUTED

HIGH ABOVE EQUIPENT

EXISTING CONDUIT UP TO 48 LEVEL

FOR CONTINUATION SEE

E-202

PROJ. NO.

DWG. No.SCALE

DWG. TITLE

DATE PLOTTED

CHECKED

DRAWN

REVISIONS/ISSUES


DESCRIPTION DATE

1605.05-3





SEAL


AD

\E

lec\E

-201.00_D

V18025.01.dw

g

06 M

ar '19 - 11:03am

FIL

EN

AM

E:

PL

OT

DA

TE

:

XR

EF

S:

12 FEB 2019

XL CENTER

Tel (416) 591 8999 Fax(416) 591 9087



Tel (212) 986 3700 Fax (212) 687 6467



Tel (310) 842 8700 Fax (310) 842 7700

Severud Associates

engineers


HARTFORD, CT



1

AS NOTED

ME

ME

E-200.00

ELECTRICAL POWER


EVENT LEVEL

ELECTRICAL POWER PLAN - N.W. QUADRANT EVENT LEVEL

11/8" = 1'-0"

ELECTRICAL POWER PLAN - N.E. QUADRANT EVENT LEVEL

21/8" = 1'-0"

GENERAL NOTES







REPLACE WITH NEW.


DRAWINGS.



















EXISTING PULLBOX

APPROXIMATE LOCATION OF

NEW AND EXISTING SPLICE BOXES FOR

CONNECTION TO FEEDERS SERVING

EXISTING CHILLERS BEING REMOVED.

PROVIDE NEW SPLICES TO

FEEDERS, EXTEND AND CONNECT TO

NEW CHILLERS. ROUTING OF

FEEDERS TO NEW CHILLERS SHALL BE

COORDINATED IN FIELD WITH MECHANICAL

CONTRACTOR. FOR ADDITIONAL

INFORMATION REFER TO

ELECTRICAL RISER DIAGRAM

PROVIDE NEW SLICE AND

SPLICE BOX

EXISTING SPLICE BOX

EXISTING FEEDERS FROM

SWITCHBOARD AT EVENT LEVEL

SERVING EXISTING CHILLERS

BEING REMOVED

PROJ. NO.

DWG. No.SCALE

DWG. TITLE

DATE PLOTTED

CHECKED

DRAWN

REVISIONS/ISSUES


DESCRIPTION DATE

1605.05-3





SEAL


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06 M

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FIL

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AM

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12 FEB 2019

XL CENTER

Tel (416) 591 8999 Fax(416) 591 9087



Tel (212) 986 3700 Fax (212) 687 6467



Tel (310) 842 8700 Fax (310) 842 7700

Severud Associates

engineers


HARTFORD, CT



1

AS NOTED

ME

ME

E-202.00

ELECTRICAL POWER

PLAN - N.E. QUADRANT

EL.48

ELECTRICAL POWER PLAN - N.E. QUADRANT EL.48

11/8" = 1'-0"

GENERAL NOTES







REPLACE WITH NEW.


DRAWINGS.



















A A.5 A.7 B

10

9.5

9.3

9

8.5

AA

(2) 4"C DOWN TO

CHILLER ROOM

APPROXIMATE LOCATION OF

NEW AND EXISTING SPLICE BOXES FOR

CONNECTION TO FEEDERS SERVING

EXISTING CHILLERS BEING REMOVED.

PROVIDE NEW SPLICES TO

FEEDERS, EXTEND AND CONNECT TO

NEW CHILLERS. ROUTING OF

FEEDERS TO NEW CHILLERS SHALL BE

COORDINATED IN FIELD WITH MECHANICAL

CONTRACTOR. FOR ADDITIONAL

INFORMATION REFER TO

ELECTRICAL RISER DIAGRAM

PROVIDE NEW SLICE AND

SPLICE BOX

EXISTING SPLICE BOX

HV

ICE

GX

1

GX

2

TO

30

UNF

30

UNF

VFD

CONNECT TO SPARE 1P,

20A CIRCUIT BREAKER IN

PANEL "MSB"

DPL31:14,16,18

(3 #12 #12 GND 3/4"C)

DPL31:8,10,12

(3 #12 #12

GND 3/4"C)

PROJ. NO.

DWG. No.SCALE

DWG. TITLE

DATE PLOTTED

CHECKED

DRAWN

REVISIONS/ISSUES


DESCRIPTION DATE

1605.05-3





SEAL


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06 M

ar '19 - 11:03am

FIL

EN

AM

E:

PL

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DA

TE

:

XR

EF

S:

12 FEB 2019

XL CENTER

Tel (416) 591 8999 Fax(416) 591 9087



Tel (212) 986 3700 Fax (212) 687 6467



Tel (310) 842 8700 Fax (310) 842 7700

Severud Associates

engineers


HARTFORD, CT



1

AS NOTED

ME

ME

E-203.00

ELECTRICAL POWER


EL.48

ELECTRICAL POWER PLAN - N.W. QUADRANT EL.48

11/8" = 1'-0"


1

CONNECT TO EXISTING NORMAL LIGHTING BRANCH CIRCUIT

SERVING AREA MADE SPARE BY REMOVALS

2

FIXTURES MARKED WITH "EM" SHALL BE DESIGNATED EMERGENCY.

CONNECT TO EXISTING EMERGENCY LIGHTING BRANCH CIRCUIT

SERVING AREA

EXIT SIGNS SHALL BE CONNECTED TO UNSWITCHED LEG OF

EMERGENCY BRANCH CIRCUIT

3

1. ALL DEVICES AND FIXTURES INDICATED WITH 'E' OR 'EXISTING' SHALL REMAIN. MAINTAIN

CONTINUITY OF CIRCUITRY. PROVIDE ADEQUATE PROTECTION DURING DEMOLITION AND

CONSTRUCTION.

2. REFER TO LIGHT FIXTURE SCHEDULE FOR LIGHT FIXTURE INFORMATION.

3. CONTRACTOR SHALL COORDINATE VOLTAGES FOR ALL LIGHT FIXTURES PRIOR TO INSTALLATION

AND PROVIDE FOR ALL LOW VOLTAGE TRANSFORMERS AS REQUIRED.

4. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR ALL FIXTURE LOCATIONS WITHIN A

CEILING OR CEILING GRID. FOR AREAS WITHOUT CEILINGS, FIXTURE LOCATIONS ARE DIAGRAMMATIC.

THE INTENT IS TO ALIGN, CENTER, OR SPACE FIXTURES BETWEEN ARCHITECTURAL AND

STRUCTURAL ELEMENTS.

5. PROVIDE #10 SIZE WIRE FOR ALL BRANCH CIRCUITS EXCEEDING 75 FEET.

6. CONNECT SWITCHES TO LIGHTING FIXTURES. PROVIDE CONTROL OF FIXTURES AS INDICATED.

7. ALL SURFACE MOUNTED CONDUIT SHALL BE ROUTED PERPENDICULAR AND PARALLEL TO BEAMS

AND COLUMNS. ALL CONDUIT ROUTING SHALL BE COORDINATED WITH THE ARCHITECT PRIOR TO

INSTALLATION AND INSTALLED IN A NEAT AND CONSISTENT MANNER. ALL SURFACE MOUNTED

CONDUIT WHERE EXPOSED TO PUBLIC AREAS SHALL BE PAINTED. PAINT COLOR TO BE DETERMINED

BY ARCHITECT.

8. ELECTRICAL CONTRACTOR SHALL FIELD VERIFY EXACT FIXTURE LENGTHS FOR ALL CONTINUOUS

LINEAR FIXTURES. FOR COVES, PROVIDE CONTINUOUS ILLUMINATION WITH 6'' MAXIMUM DISTANCE

BETWEEN END FIXTURE AND WALL.

9. ELECTRICAL CONTRACTOR TO COORDINATE WITH MECHANICAL CONTRACTOR FOR PLACEMENT OF

FIXTURES IN MECHANICAL ROOMS TO PROVIDE UNIFORM LIGHT LEVELS.

10. MOUNTING HEIGHT OF LIGHT FIXTURES SHALL BE BELOW THE LOWEST MECHANICAL PIPING

1. ALL SENSOR LOCATIONS ARE APPROXIMATE. REFER TO

MANUFACTURER'S INSTALLATION INSTRUCTIONS PRIOR TO

INSTALLATION.

2. ULTRASONIC CEILING MOUNT SENSORS SHOULD BE LOCATED A

MINIMUM OF SIX (6) FEET FROM HVAC SUPPLY/RETURN VENTS.

3. CONTRACTOR IS RESPONSIBLE FOR FOLLOWING THE MANUFACTURER'S

RECOMMENDED PLACEMENT, AND FIELD VERIFICATION OF CIRCUITS

WITH RESPECT TO POWER PACK PLACEMENT.

4. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF REQUIRED

NUMBER OF POWER PACKS:

A. ONE POWER PACK IS REQUIRED FOR EACH CONTROLLED CIRCUIT.

B. EACH POWER PACK CAN SUPPLY UP TO 150mA. REFER TO

INSTALLATION GUIDE FOR MAXIMUM NUMBER OF SENSORS

CONNECTED TO POWER PACK.

C. IF MULTIPLE CIRCUITS ARE TO BE CONTROLLED BY A SINGLE

SENSOR, AUXILIARY RELAYS MAY BE USED IN CONJUNCTION WITH A

POWER PACK.

5. SENSORS MOUNTED OVER DOORWAYS SHOULD BE PLACED ONE (1)

FOOT INSIDE THRESHOLD.

6. CORRIDOR SENSORS SHALL BE SET TO 100% INFRARED RANGE AND 10

MINUTE DELAYED OFF TIME. OFFICE SENSORS SHALL BE SET TO 70%

INFRARED RANGE AND 30 MINUTE DELAYED OFF TIME. ALL SENSORS

SHALL HAVE AMBIENT LIGHT OVERRIDE TURNED OFF. CONTRACTOR

SHALL ADJUST BLINDERS ON VACANCY SENSORS TO AVOID NUISANCE

SWITCHING AS REQUIRED. REFER TO MANUFACTURER'S INSTALLATION

INSTRUCTIONS FOR ADDITIONAL INFORMATION.

7. UPON COMPLETION OF INSTALLATION OF VACANCY SENSORS AND

INSTALLATION COMPONENTS, AND AFTER CONNECTION TO POWER

SOURCE, TEST DEVICES AND INSTALLATION COMPONENTS TO

DEMONSTRATE COMPLIANCE WITH REQUIREMENTS. WHEN POSSIBLE,

FIELD CORRECT MALFUNCTIONING UNITS, THEN RETEST TO

DEMONSTRATE COMPLIANCE. REPLACE UNITS WHICH CANNOT BE

SATISFACTORY CORRECTED.

8. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.

VACANCY SENSOR NOTES:

NIC

NIC

NIC

18X30 SA UP

FSD -COORD W/ MECH

10"BWS/R UP

-COORD W/ MECH

8"CWS/R UP

-COORD W/ MECH

6"REFRIGERATION

EXHAUST UP

-COORD W/ MECH

10"BWS/R & 8"CWS/R

TO CHILLER

-COORD W/ MECH

18X

20

24X

14

12X10 OA UP

FSD -COORD W/ MECH

4"LPR UP

-COORD W/ MECH

24X24 EA UP

-COORD

W/ MECH

8"BWR UP

-COORD W/ MECH

12X10 OA UP

FSD

EM

EM

EM

1

2

3

OS

OS

CO

NT

RO

L P

AN

EL

CO

NT

RO

L P

AN

EL

EM

EM

EM

EM

EM

EM

(TYP)

3

1

(TYP)

2

UP TO LEVEL ABOVE

EM

EM

EM

CONNECT TO EXISTING LIGHTING BRANCH

CIRCUIT THAT SERVES AREA. PROVIDE ALL

CONDUIT, WIRE ETC AS REQUIRED.

CONNECT TO SPARE 1P, 20A

IN EXISTING EMERGENCY

PANEL EHNW31 LOCATED IN

CHILLER ROOM

3

3

PROJ. NO.

DWG. No.SCALE

DWG. TITLE

DATE PLOTTED

CHECKED

DRAWN

REVISIONS/ISSUES


DESCRIPTION DATE

1605.05-3





SEAL


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06 M

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FIL

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AM

E:

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DA

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S:

12 FEB 2019

XL CENTER

Tel (416) 591 8999 Fax(416) 591 9087



Tel (212) 986 3700 Fax (212) 687 6467



Tel (310) 842 8700 Fax (310) 842 7700

Severud Associates

engineers


HARTFORD, CT



1

AS NOTED

ME

ME

E-301.00

ELECTRICAL LIGHTING

PLAN - EVENT LEVEL

ELECTRICAL LIGHTING PLAN - EVENT LEVEL

11/8" = 1'-0"

GENERAL NOTES

KEYNOTES

1

1. XX

XX

EXISTING

SHAFT

NEW PIPING

COORD.

W/ MECH

ROOF HATCH

LADDERNEW GWB BHD

NEW ACT

2 x 2

8' - 6" AFF

EXISTING ACT

8' - 6" AFF

ROOF HATCH ABOVE

ENSURE EXISTING

RATED CONSTRUCTION

@STAIR

ENCLOSURE

RETAINED & RESTORED

GWB BHD

TO CONCEAL

RWL

FEEDER TO ROOF PANEL HVCT-R

AT COOLING TOWER

ROUTE CONDUIT SAME PATH

AS MECHANICAL PIPING

3/4"C FOR DATA LINE TO BMS

SYSTEM COORDINATE

OCATION WITH MECHANICAL

CONTRACTOR

EXISTING

SHAFT

NEW PIPING COORD.

W/ MECH

FEEDER UP TO ROOF PANEL HVCT-R

AT COOLING TOWER


AS MECHANICAL PIPING FOR

DETAILS REFER TO POWER

DISTRIBUTION DIAGRAM COORDINATE

ALL ROUTING WITH MECHANICAL

CONTRACTOR

FEEDER DN TO PANEL

DPL31OOF ROUTE

CONDUIT SAME PATH



SYSTEM COORDINATE


CONTRACTOR

3/4"C DN FOR DATA LINE TO

BMS SYSTEM COORDINATE

LOCATION WITH

MECHANICAL CONTRACTOR

EXISTING

STAIRS

RAKER BEAM

ABOVE

NEW PIPING

COORD.

W/ MECH

MECH ROOM

BELOW

EXIST ROOF BELOW

EXHAUST DUCT

- REFER TO MECH

NEW DUCTWORK ENCLOSURE

3" MTL COMPOSITE PANEL

MOUNTED ON 'C' CHANNEL

FRAMING ANCHORED TO

EXIST WALL & CONC FRAME

EXIST SLOPE

ROOF BELOW

FEEDER UP TO ROOF PANEL HVCT-R

AT COOLING TOWER




SYSTEM COORDINATE


CONTRACTOR

30

UNF

JJ

J

WP

WP

WP

30

UNF

JJ

J WP

WPWP

WP

GFI

WP

GFI

LVCT-R:6

FOR CT #2 VFD/DISCONNECT

FAN AND HEATER

TO FAN MOTOR

LVCT-R:2

FOR CT #2 WATER LEVEL CONTROLS

TO FAN MOTOR

LVCT-R:7

FOR CT #1 WATER LEVEL CONTROLS

SEE DETAIL

LVCT-R:1

TO RECEPTACLE ON

OPPOSITE SIDE

OF COOLING TOWER

WP

LVCT-R:3

FOR CT #1

CONTROLS

WP

WP

FOR CONNECTION TO BMS SYSTEM PROVIDE

EMPTY 3/4"C WITH DRAG WIRE. PROVIDE ALL

SUPPORTS, CONDUIT, BACKBOXES ETC AS

REQUIRED. COORDINATE CONNECTIONS OF

BMS SYSTEM WITH MECHANICAL

CONTRACTOR.

HVCT-R

XCT-R

LVCT-R

APPROXIMATE LOCATION

OF FEEDER FOR PANELHVCT-R

T

(NEMA 3R)

(NEMA 3R)

(NEMA 3R)

LVCT-R:5

FOR CT#1 VFD/DISCONNECT FAN

AND HEATER

LOCATE ALL ELECTRICAL EQUIPMENT

ON CATWALK SUPPORTS. PROVIDE ALL

CONNECTORS, FITTINGS, SUPPORTS,

ETC., AS REQUIRED. EXACT LOCATION

AND MOUNTING SHALL BE

COORDINATED IN FIELD

LVCT-R:1

FOR CT#2

CONTROLS

TO RECEPTACLE ON

OPPOSITE SIDE

J

LVCT-R:8,9,10,11

FOR HEAT

TRACING


SYSTEM COORDINATE


CONTRACTOR

WP

WP

HVCT-R:8,10,12 (CT 1 BASIN HEATER) 3 #12 #12 GND 3/4"C)

WP

HVCT-R:13,15,17 CT #2 BASIN HEATER) 3 #12 #12 GND 3/4"C

J

CT1CT2

VFD

VFD

PROJ. NO.

DWG. No.SCALE

DWG. TITLE

DATE PLOTTED

CHECKED

DRAWN

REVISIONS/ISSUES


DESCRIPTION DATE

1605.05-3





SEAL


AD

\E

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-502.00_D

V18025.01.dw

g

06 M

ar '19 - 11:04am

FIL

EN

AM

E:

PL

OT

DA

TE

:

XR

EF

S:

12 FEB 2019

XL CENTER

Tel (416) 591 8999 Fax(416) 591 9087



Tel (212) 986 3700 Fax (212) 687 6467



Tel (310) 842 8700 Fax (310) 842 7700

Severud Associates

engineers


HARTFORD, CT



1

AS NOTED

ME

ME

E-502.00

ELECTRICAL POWER

PLAN - STAIRS

ELECTRICAL POWER PLAN - STAIRS - CONCOURSE LEVEL (LEVEL 61)

11/8" = 1'-0"

ELECTRICAL POWER PLAN - STAIRS - INTERMEDIATE (LEVEL 76 THRU 95)

21/8" = 1'-0"

ELECTRICAL POWER PLAN - STAIRS - CLUB LEVEL (LEVEL 107)

31/8" = 1'-0"

ELECTRICAL POWER PLAN - STAIRS - COOLING TOWER LEVEL (LEVEL 121)

41/8" = 1'-0"

EXISTING MOTOR CONTROL

MCA (800A)

Bkr/OCPD

20

30

40

50

50

60

70

80

90

100

100

110

125

150

175

200

225

250

250

300

350

400

400

400

400

400

450

500

500

600

700

750

800

800

800

1000

1000

1200

1200

1600

1600

1600

2000

2000

2500

2500

2500

3000

3500

3500

4000

4000

ALUMINUM FEEDERS SHALL ONLY BE USED WITH NON ROTARY EQUIPMENT (i.e. PANELBOARDS, DIST. BOARDS, ETC..)

ALUMINUM FEEDERS ARE NOT PERMITED TO BE USED WITH MOTORIZED EQUIPMENT.

ALLUMINUM FEEDERS SHALL ONLY BE USED WITH OCPDs THAT ARE 225A OR GREATER

ONLY HIGH GRADE ALUMINUM CABLES WILL BE ACCEPTED, COMPACT ALUMINUM TYPE SE WITH COMPRESSION FITTINGS.

ALL CONDUCTORS ARE WITH THHN/THWN WIRE WITH 60DEG TERMINATIONS

UP TO #1AWG AND 75DEG FOR LARGER SIZES.

ALL ALUMINUM FEEDERS SHALL INCLUDE COPPER

EQUIPMENT GROUND CONDUCTORS

TAG

F1

F2

F3

F4

-

F5

F5

F6

F7

F8

-

F8A

F9

F9

F10

F11

F12

F13

-

F14

F15

F16

-

F16B

-

-

F17

F18

-

F19

F20

F20

F21

-

F21C

F22

-

F23

F23C

F24

-

F24C

F25

F25C

F26

-

F26C

F27

F28

F28C

F29

F29C

Sets

1

1

1

1

-

1

1

1

1

1

-

1

1

1

1

1

1

1

-

1

1

2

-

1

-

-

2

2

-

2

2

2

3

-

2

3

-

4

3

5

-

4

6

5

7

-

6

8

10

9

11

10

PIPE

3/4"

3/4"

3/4"

1"

-

1-1/4"

1-1/4"

1-1/4"

1-1/4"

1-1/2"

-

1-1/2"

1-1/2"

1-1/2"

2"

2"

2-1/2"

2-1/2"

-

3"

3"

2"

-

3"

-

-

2-1/2"

2-1/2"

-

3"

3"

3"

3"

-

3-1/2"

3"

-

3"

3-1/2"

3"

-

3-1/2"

3"

4"

3-1/2"

-

4"

3-1/2"

3-1/2"

4"

4"

4"

COPPER

FDR/PIPE [3W]

3#12,#12G

3#10,#10G

3#8,#10G

3#6,#10G

-

3#4,#8G

3#4,#8G

3#3,#8G

3#2,#8G

3#1,#8G

-

3#1,#6G

3#1/0,#6G

3#1/0,#6G

3#2/0,#6G

3#3/0,#6G

3#4/0,#4G

3#250,#4G

-

3#350,#4G

3#500,#3G

3#3/0,#3G

-

3#500,#3G

-

-

3#4/0,#2G

3#250,#2G

-

3#350,#1G

3#500,#1/0G

3#500,#1/0G

3#300,#1/0G

-

3#600,#1/0G

3#400,#2/0G

-

3#350,#3/0G

3#600,#3/0G

3#400,#4/0G

-

3#600,#4/0G

3#400,#250G

3#600,#250G

3#500,#350G

-

3#600,#350G

3#500,#400G

3#500,#500G

3#600,#500G

3#500,#500G

3#600,#500G

FEEDER TABLE - CONDUCTORS

ALUMINUM

FDR/PIPE [3W]

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

3#300,#4G

3#350,#4G

-

3#500,#4G

3#700,#3G

3#250,#2G

-

-

-

-

3#300,#2G

3#350,#2G

-

3#500,#1G

3#700,#1/0G

3#700,#1/0G

3#400,#1/0G

-

-

3#600,#2/0G

-

3#500,#3/0G

-

3#600,#4/0G

-

-

3#600,#250G

-

3#700,#350G

-

-

3#700,#400G

3#700,#500G

-

3#700,#500G

-

TAG

FA1

FA2

FA3

FA4

FA4A

FA5

FA5

FA6

FA7

FA8

FA8A

-

FA9

FA9

FA10

FA11

FA12

FA13

FA13A

FA14

FA15

FA16

FA16A

FA16B

FA16C

FA16D

FA17

FA18

FA18A

FA19

FA20

-

FA21

FA21A

FA21C

FA22

FA22A

FA23

FA23C

FA24

FA24A

FA24C

FA25

FA25C

FA26

FA26A

FA26C

FA27

FA28

FA28C

FA29

FA29C

Sets

1

1

1

1

1

1

1

1

1

1

1

-

1

1

1

1

1

1

1

1

1

2

2

1

1

1

2

2

2

2

2

-

3

3

2

3

3

4

3

5

5

4

6

5

7

7

6

8

10

9

11

10

PIPE

3/4"

3/4"

1"

1"

1-1/4"

1-1/4"

1-1/4"

1-1/4"

1-1/2"

2"

2"

-

2"

2"

2"

2-1/2"

2-1/2"

3"

3

3"

3-1/2"

2-1/2"

2-1/2"

3-1/2"

4"

4"

2-1/2"

3"

3"

3"

3-1/2"

-

3"

3"

4"

3-1/2"

3-1/2"

3"

4"

3-1/2"

3-1/2"

4"

3-1/2"

4"

3-1/2"

4"

4"

4"

4"

4"

4"

4"

COPPER

FDR/PIPE [4 W]

4#12,#12G

4#10,#10G

4#8,#10G

4#6,#10G

4#6,#8G

4#4,#8G

4#4,#8G

4#3,#8G

4#2,#8G

4#1,#8G

4#1,#6G

-

4#1/0,#6G

4#1/0,#6G

4#2/0,#6G

4#3/0,#6G

4#4/0,#4G

4#250,#4G

4#250,#2G

4#350,#4G

4#500,#3G

4#3/0,#3G

4#3/0,#1/0G

4#500,#3G

4#600,#3G

4#600,#1/0G

4#4/0,#2G

4#250,#2G

4#250,#1/0G

4#350,#1G

4#500,#1/0G

-

4#300,#1/0G

4#300,#2/0G

4#600,#1/0G

4#400,#2/0G

4#400,#3/0G

4#350,#3/0G

4#600,#3/0G

4#400,#4/0G

4#400,#250G

4#600,#4/0G

4#400,#250G

4#600,#250G

4#500,#350G

4#500,#500G

4#600,#350G

4#500,#400G

4#500,#500G

4#600,#500G

4#500,#500G

4#600,#500G

ALUMINUM

FDR/PIPE [4 W]

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

4#300,#4G

4#350,#4G

4#350,#2G

4#500,#4G

4#700,#3G

4#250,#3G

4#250,#1/0G

-

-

-

4#300,#2G

4#350,#2G

4#350,#1/0G

4#500,#1G

4#700,#1/0G

4#400,#1/0G

4#400,#2/0G

-

4#600,#2/0G

4#600,#3/0G

4#500,3/0G

-

4#600,#4/0G

4#600,#250G

-

4#600,#250G

-

4#700,#350G

4#700,#500G

-

4#700,#400G

3#700,#500G

-

4#700,#500G

-

BRINE

PUMP #1

BRINE

PUMP #2

CONDENSOR

PUMP

#3

CONDENSOR

PUMP

#4

BRIME

MIXING

PUMP

#4

NEW SPLICE TO EXISTING FEEDER

PROVIDE NEW SPLICE BOX

EXISTING FEEDER FROM

MAIN ELECTRIC ROOM

MS1-A3 (2) SETS OF 4 #

4OO MCM

T

DPL-

31

HVCT-R

XCT-R

LVCT-R

POWER DISTRIBUTION DIAGRAM

N.T.S.

DISCONNECT AND REMOVE ALL ASSOCIATED CONDUIT, WIRE ETC BACK TO MCA

GENERAL NOTES

1

1 11

1

FA21

30

UNF

30

UNF

WP

WP

30KVA DRY TYPE

480-208/120V

3 PHASE XFMR IN

WEATHER PROOF

ENCLOSURE

CT-1 CT-2

F2

F2

F4

FA8

WP

WP

LOCATE ALL ELECTRICAL EQUIPMENT ON CATWALK SUPPORTS. PROVIDE ALL

CONNECTORS, FITTINGS, SUPPORTS, ETC., AS REQUIRED. EXACT LOCATION

AND MOUNTING SHALL BE COORDINATED IN FIELD

2

2

NOT ALL RISER OFFSETS OR SUPPORT BOXES ARE SHOWN. CONTRACTOR

SHALL PROVIDE OFFSETS AND SUPPORT BOXES AS REQUIRED. CONTRACTOR IS

RESPONSIBLE FOR DETERMINING FIELD CONDITIONS AND INCLUDING ALL

NECESSARY OFFSET COSTS IN THE BID PRICE.

HORIZONTAL CONDUIT SEGMENTS ARE SHOWN ON THIS DRAWING FOR

REFERENCE ONLY. REFER TO PLAN DRAWINGS FOR ADDITIONAL

REQUIREMENTS SUCH AS ROUTING.

CONTRACTOR SHALL ENSURE THAT ALL WALL AND SLAB PENETRATIONS ARE

FIRE STOPPED IN ORDER TO MAINTAIN AS A MINIMUM THE FIRE RATING OF THE

WALL OR SLAB. REFERENCE ARCHITECTURAL AND STRUCTURAL PLANS FOR

ADDITIONAL INFORMATION.

ALL FEEDERS SHALL BE COPPER (75°C).

CONTRACTOR TO NOTE FEEDER SIZES AND PROVIDE SUITABLE LUGS FOR

TERMINATION FOR ALL EXISTING EQUIPMENT.

ALL MECHANICAL PANELBOARDS SHALL BE POWER TYPE PANELS.

CONTRACTOR SHALL FIELD VERIFY ALL WORK ASSOCIATED WITH EXISTING

PANELS TO DETERMINE NECESSARY WORK.

ALL WORK INDICATED ON THIS DRAWING IS NEW UNLESS OTHERWISE NOTED.

REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.

EXISTING PANEL MSB SHALL BE REPLACED WITH NEW PANEL AT SAME

LOCATION. DISCONNECT EXISTING PANEL AND RECONNECT NEW PANEL TO

EXISTING FEEDERS. NEW PANEL SHALL BE DOOR HINGED ON BOX, RATED FOR

225A, 208/120V, 3 PHASE, 4 WIRE 48 POLES, WITH (1) 2P,60A,(3) 2P,30A, (1) 2P, 20A,

(2) 1P,30A AND THE BALANCE SHALL BE 1P,20A CIRCUIT, BREAKERS. ALL

EXISTING BRANCH CIRCUITS SHALL BE CONNECTED TO SAME CIRCUIT BREAKER

AS ORIGINAL PANEL. CONNECT BRANCH CIRCUITS DOUBLED UP ON CIRCUIT

BREAKERS TO AVAILABLE 1P, 20A CIRCUIT BREAKER. CONTRACTOR SHALL

PROVIDE UPDATED PANEL SCHEDULE TO REFLECT ALL NEW WORK

1

2

3

4

5

6

7

8

9

10

11

EXIST

CHILLER

#1

EXIST

CHILLER

#2

EXISTING MS-2

EXISITNG 400A FEEDEER

NEW SPLICE BOX , PROVIDE SPLICE TO

EXISTING FEEDER AND EXTEND TO

NEW MECHANICAL ROOM AND CONNECT

TO CHILLER #1 CONTROL PANEL

EXISTING SPLICE BOX , PROVIDE SPLICE TO

EXISTING FEEDER AND EXTEND TO

NEW MECHANICAL ROOM AND CONNECT

TO CHILLER #1 CONTROL PANEL

FA16B

FA16B

100

UNF

100

UNF

60

UNF

60

UNF

CH-1

CONTROL

PANEL

EVENT LEVEL

NEW PANEL MSB

EXISTING PANEL MSB TO BE REPLACED

12

12

FA21

FA16B

FA16B

LEVEL 48

CWP

1

CWP

2

BWP

1

BWP

2

F2

F2

F5

F5

VFDVFD

VFD

VFD

FA

9

WP

NEW

EXISTING

DEMO

LINE TYPE LEGEND

PROJ. NO.

DWG. No.SCALE

DWG. TITLE

DATE PLOTTED

CHECKED

DRAWN

REVISIONS/ISSUES


DESCRIPTION DATE

1605.05-3





SEAL


AD

\E

lec\E

-600.00_D

V18025.01.dw

g

06 M

ar '19 - 11:04am

FIL

EN

AM

E:

PL

OT

DA

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:

XR

EF

S:

12 FEB 2019

XL CENTER

Tel (416) 591 8999 Fax(416) 591 9087



Tel (212) 986 3700 Fax (212) 687 6467



Tel (310) 842 8700 Fax (310) 842 7700

Severud Associates

engineers


HARTFORD, CT



1

AS NOTED

ME

ME

E-600.00

ELECTRICAL RISER

DIAGRAM

KEYNOTES

1 XX

FR

3

ASSEMBLY HLL & MTG

ROOM (PNL T30)

2

5

1

7

10

TRIP

8

400

400

400

4

SPACE

FEED TO P.R OUTSIDE

SNOW RM

HW MESSAGE CTR

600A SW IN CHILLER

RM

EXHIBITING HALL E

PB-3

6

LTG PNLS LB5

LB6 & LB7

SCOREBOARD NC

CATWALK

EXHIBITING HALL E

PB-4

9

SE MESSAGE CTR

11

LTG PNLS LB3 & LB4

12

13

14

800

600

800

800

400

400

400

225

400

FR

4

BUSWAY YO AS

3

6

1

34

14

TRIP

13

1600

400

400

5

SPACE

SCREW COMPRESSOR 1

8

400A BUS DUCT SHOW

POWER

400

400

1600

800

400

400

SCREW COMPRESSOR 2

COLLISION CLUB

TRANSFORMER

SPACE

SPACE

1200

FUSE

208/120V Y

750 KVA

TRANSFORMER

480V Δ

11

BUSWAY YO SNW

7

2

1600

1200

SPACE

(400)

1600

FR TRIP FUSE

SPACE

400

9EXHIBITING HALL

LTG PNL T-1

400

CONT & LTG

PNL'S LA2 & LA3

400

12

EXHIBITING HALL

LTG PNL T-2

10

3000A

FUSE

NEUTRAL

GROUND BUS

FR

3

KITCHEN PANTRY

KPB1

2

5

1

7

8

TRIP

9

400

400

200

4

EXHIBITION HALL

SOUTH PP1

CONCESSION PREP

CB3(PP-IN-31C-1

FACIUTY LOUNGE)

SPACE

6

CONCESSION STAND ADV

TICKET SALES

CONCESSION

STAND 3

10

CONCESSION STAND C5/3

EAST MESSAGE CENTER

CONTROL RM

11

EXHIBITION HALL

PNL LB2

12

800

600

400

225

400

400

400

400

100

KITCHEN PANTRY

KPB2

EXHIBITION HALL

SOUTH PP2

SPACE

PNL T4

14

100 CONCESSION

PNL CB1

15

100 CONCESSION

PNL CB2

NEUTRAL

GROUND BUS

TRIP FRFUSE

800

800

600

600

MOTOR CONTROL

MCC

MOTOR CONTROL

MCB

800

700

MOTOR CONTROL

MCA

5

4

3

400

8

(400)

9

600

7

SPARE

SPACE

SHOW POWER

400A BUS DUCT

10

SPACE

1600

6

TRANSFORMER

750 KVA

TRANSFORMER

480V

TRIP FRFUSE

1600

1

1600

BUS WAY TO

SSE

1600

2

800

700

800

700

11

12

COLLISEUM

CLUB

SHOW POWER

208/120V

VS

V

AS

A

UTILITY

REVENUE

K

K

3000A FUSE

MIN

BREAKER

3000A

GFR

K

K

GFR

MIN

BREAKER

3000A

VS

V

AS

A

UTILITY

REVENUE

275

275

EXISTING ELEVATION - MCA

TEF EF-8

SP-1

FREIGHT ELEV

(SUMP PUMP

ADMIN

UNIT HEATER

E-19

EVAP

COND

SUPPLY FAN

V3

SUPPLY FAN

SF-14

RELIEF FAN

E-3

BRINE

TREATMENT

PUMP

NW STORAGE

RETURN FAN

R-12

RETURN FAN

R-11

ICE MELT

PUMP

HEATER

SF-12

ANIMAL EXH

FAN (E-1)

BRINE MIXING

PUMP

BRINE

PUMP #1

BRINE

PUMP #2

V-1

DUPLEX

SEWAGE

EJECTOR

P-2

O.H.

DOOR

WEST

VOM

HTRS

VISIT

TEAM

ELECT

O.H.

DOOR

DRY

STOR

(ZAMBONI)

DUPLEX

COND

PUMP

#4

DUPLEX

COND

PUMP

#3

EXISTING MS-2

EXISTING MS-1

PANTRY

EXH

E-12

GEF

EF-10

SF-11

BLANK

ELEC

WATER

HTR

SUPPLY FAN

SUPPLY FAN

SUPPLY FAN

PROJ. NO.

DWG. No.SCALE

DWG. TITLE

DATE PLOTTED

CHECKED

DRAWN

REVISIONS/ISSUES


DESCRIPTION DATE

1605.05-3





SEAL


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\E

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-600.00_D

V18025.01.dw

g

06 M

ar '19 - 11:04am

FIL

EN

AM

E:

PL

OT

DA

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:

XR

EF

S:

12 FEB 2019

XL CENTER

Tel (416) 591 8999 Fax(416) 591 9087



Tel (212) 986 3700 Fax (212) 687 6467



Tel (310) 842 8700 Fax (310) 842 7700

Severud Associates

engineers


HARTFORD, CT



1

AS NOTED

ME

ME

E-601.00

ELECTRICAL RISER

DIAGRAM SHT 2

GROUND (GREEN)

LOW ALARM (RED)

CONTROL

DISCONNECT

SWITCH

HOT

MAKE UP VALVE ON (WHITE)

HIGH ALARM (BLUE)

MAKE UP VALVE OFF (BLACK)

SOLENOID

VALVE

WATER

LEVEL

CONTROL

(BY OTHERS)

H

CO

NT

RO

L P

OW

ER

S

UP

PL

Y

12

0V

P

OW

ER

P

ER

E

LE

CT

RIC

AL

P

LA

NS

HIGH

ALARM

LLOW

ALARM

* NOTE: A WATERPROOF WIRE NUT IS PROVIDED

ON THE END OF EACH WIRE SHOWN WITH AN

ASTERISK (*). DO NOT REMOVE THESE WIRE NUTS.

DO NOT USE THESE WIRES.

*

120V CIRCUIT

LOW ALARM CIRCUIT

MAKE-UP CIRCUIT

HIGH ALARM CIRCUIT

*

STATUS CODE L.E.D.

FUSE

1. DASHED LINES INDICATE WIRING BY CONTRACTOR.

2. ALL EXTERIOR BOXES SHALL BE WEATHERPROOF

TYPE.

3. COORDINATE ALL MOUNTING AND POWER

CONNECTION TERMINATIONS WITH THE

MANUFACTURER.

4. REFER TO MECHANICAL SCHEDULES,

SPECIFICATIONS AND PLANS FOR ADDITIONAL

INFORMATION.

5. ALL CONNECTIONS SHALL BE COORDINATED WITH

THE MECHANICAL CONTRACTOR PRIOR TO

INSTALLATION.

6. REFER TO PLANS FOR EQUIPMENT AND

DISTRIBUTION LOCATIONS.

7. INTERLOCK IMMERSION HEATERS WITH CIRCULATING

PUMP TO DE-ENERGIZE HEATERS WHEN PUMP IS

RUNNING.

GENERAL NOTES:

1

NEUTAL

INCOMING POWER SOURCE MUST HAVE A 3A FUSE

FOR COMPONENT PROTECTION. USING A FUSE

OVER 3A WILL VOID WARRANTY.

KEYNOTES:

1

66"

securely mounted disconnect switch

s shown on plan, size per

mechanical coordination schedule

DISCONNECT SWITCH, SIZE PER MECHANICAL

COORDINATION. MOUNT SECURELY.

2 PIPE SUPPORT OR

TWO UNI-STRUT HEAVY

GAUGE CHANNELS.

CONDUIT FROM

ELECTRICAL

DISTRIBUTION

FLANGES FASTENED TO FLOOR

PVC COVERED FLEXIBLE CONNECTION CONTAINING POWER CIRCUIT &

GROUND WIRES, PROVIDE EXTRA SLACK TO ALLOW ROTATING MOTOR 90°

FOR MAINTENANCE WITHOUT BREAKING ELECTRICAL CONNECTION.

BASIN HEATER POWER FEEDER

FROM ELECTRICAL DISTRIBUTION,

FEEDER SIZE PER PLANS AND

RISERS (TYP)

PVC COVERED

FLEXIBLE

CONNECTION

CONTAINING

POWER CIRCUIT

& GROUND

WIRES (TYP)

1. ALL EXTERIOR BOXES SHALL BE WP TYPE.

2. ALL EXTERIOR DISCONNECTS AND CONTROL PANELS SHALL BE NEMA 4X.

3. COORDINATE ALL MOUNTING AND POWER CONNECTION TERMINATIONS WITH THE MANUFACTURER.

4. REFER TO MECHANICAL SCHEDULES, SPECIFICATIONS AND PLANS FOR ADDITIONAL INFORMATION.

5. ALL CONNECTIONS SHALL BE COORDINATED WITH THE MECHANICAL CONTRACTOR PRIOR TO INSTALLATION.

6. ALL CONNECTIONS SHOWN ON DETAIL SHALL BE PROVIDED FOR EACH COOLING TOWER CELL.

7. REFER TO PLANS FOR EQUIPMENT AND DISTRIBUTION LOCATIONS.

GENERAL NOTES:

NEMA 4X, UNFUSED DISCONNECT WITH POWER CONNECTION FOR COOLING TOWER FAN. FAN QUANTITY

PER MECHANICAL SCHEDULES. SIZE PER PLANS/SCHEDULES. REFER TO REMOTE MOUNTED VFD

DISCONNECT INTERFACE FOR ADDITIONAL INFORMATION.

120V, 1PH CONNECTION FOR WATER LEVEL CONTROL. (FOR TOWERS WITH ELECTRONIC LEVEL

CONTROLS) REFER TO CT WATER LEVEL CONTROL WIRING DIAGRAM FOR ADDITIONAL INFORMATION.

CONTROL PANEL (NEMA 4X) BY OTHERS. REFER TO ELECTRIC IMMERSION HEATER WIRING DIAGRAM FOR


NEMA 4X, UNFUSED DISCONNECT WITH POWER CONNECTION FOR BASIN HEATERS. SIZE PER

PLANS/SCHEDULES. REFER TO ELECTRIC IMMERSION HEATER WIRING DIAGRAM FOR ADDITIONAL

INFORMATION.

CONNECT POWER TO SOLENOID VALVE AND WATER LEVEL CONTROLS PROVIDED WITH COOLING TOWER.

PROVIDE ALL INTERCONNECTIONS PER MANUFACTURER'S REQUIREMENTS.

REMOTE VFD, PER MECHANICAL SCHEDULES. REFER TO REMOTE MOUNTED VFD DISCONNECT INTERFACE

FOR ADDITIONAL INFORMATION.

REFER TO MECHANICAL SCHEDULES FOR HEATER KW RATING AND QUANTITY.

FEEDER PER ELECTRICAL PLANS.

KEYNOTES:

1

2

3

4

5

4

3

2

1

COOLING

TOWER CELL

QUANTITY PER

MECHANICAL

SCHEDULES.

(TYPICAL EACH

CELL)

6

5

7

8

POWER FEEDER BETWEEN VFD

AND LOCAL DISCONNECT, FEEDER

SIZE PER PLANS AND RISERS (TYP)

FUSES

L3

L2

L1

G

BLK

BLK

CT

N

120

240/24

C

NO

NC

T1

T2

G1

G2

SHIELDED CABLE

G2

G1

T2

T1

SH

{

T2

T3

T1

CONTROL PANEL (BY OTHERS)

DOOR

DISCONNECT

HEATER #1

208V OR

480V 3PH

POWER

PER

ELECTRICAL

PLANS

IMMERSION HEATERS (BY

OTHERS)

SENSOR PROBE/CORD

ASSEMBLY (BY OTHERS)

NEMA 4X, UNFUSED DISCONNECT WITH POWER CONNECTION FOR BASIN HEATERS. SIZE

PER PLANS/SCHEDULES. REFER TO ELECTRIC IMMERSION HEATER WIRING DIAGRAM

FOR ADDITIONAL INFORMATION.

REFER TO MECHANICAL SCHEDULES FOR HEATER KW RATING AND QUANTITY.

FEEDER PER ELECTRICAL PLANS.

SPRAY PUMP AUX. CONTACT BY EC. INTERLOCK IMMERSION HEATERS WITH SPRAY

WATER CIRCULATING PUMP TO DE-ENERGIZE HEATERS WHEN SPRAY PUMP IS RUNNING.

KEYNOTES:

1

2

3

1. DASHED LINES INDICATE WIRING BY CONTRACTOR.

2. ALL EXTERIOR DISCONNECTS AND CONTROL PANELS SHALL BE NEMA 4X.

3. COORDINATE ALL MOUNTING AND POWER CONNECTION TERMINATIONS WITH THE

MANUFACTURER.

4. REFER TO MECHANICAL SCHEDULES, SPECIFICATIONS AND PLANS FOR ADDITIONAL

INFORMATION.

5. ALL CONNECTIONS SHALL BE COORDINATED WITH THE MECHANICAL CONTRACTOR

PRIOR TO INSTALLATION.

6. REFER TO PLANS FOR EQUIPMENT AND DISTRIBUTION LOCATIONS.

GENERAL NOTES:

4

HEATER #2

(IF REQ'D)

COMBINATION

TEMPERATURE

LIQUID

LEVEL

CONTROLLER

MAIN

DISCONNECT

SWITCH

CONTROLLING

CONTACTORS

TERMINAL

BLOCK

4

1

3

2

PROJ. NO.

DWG. No.SCALE

DWG. TITLE

DATE PLOTTED

CHECKED

DRAWN

REVISIONS/ISSUES


DESCRIPTION DATE

1605.05-3





SEAL


AD

\E

lec\E

-700.00_D

V18025.01.dw

g

06 M

ar '19 - 11:04am

FIL

EN

AM

E:

PL

OT

DA

TE

:

XR

EF

S:

12 FEB 2019

XL CENTER

Tel (416) 591 8999 Fax(416) 591 9087



Tel (212) 986 3700 Fax (212) 687 6467



Tel (310) 842 8700 Fax (310) 842 7700

Severud Associates

engineers


HARTFORD, CT



1

AS NOTED

ME

ME

E-700.00

ELECTRICAL DETAILS

GENERAL NOTES







REPLACE WITH NEW.


DRAWINGS.



















NIC

NIC

NIC

15cd

15cd

15cd

15cd

15cd

EXISTING FIRE ALARM

SPEAKER STROBE TO BE

REPLACED WITH NEW AT

SAME LOCATION

EXISTING FIRE ALARM

SPEAKER/STROBE

EXISTING FIRE ALARM

SPEAKER/STROBE

15cd

FR

FR

HV

ICE

(AT 48 LEVEL)

AC

ICE

FR

FR

FR

PROJ. NO.

DWG. No.SCALE

DWG. TITLE

DATE PLOTTED

CHECKED

DRAWN

REVISIONS/ISSUES


DESCRIPTION DATE

1605.05-3





SEAL


AD

\F

ire A

larm

\F

A-201.00_D

V18025.01.dw

g

06 M

ar '19 - 11:04am

FIL

EN

AM

E:

PL

OT

DA

TE

:

XR

EF

S:

12 FEB 2019

XL CENTER

Tel (416) 591 8999 Fax(416) 591 9087



Tel (212) 986 3700 Fax (212) 687 6467



Tel (310) 842 8700 Fax (310) 842 7700

Severud Associates

engineers


HARTFORD, CT



1

AS NOTED

ME

ME

FA-201.00

FIRE ALARM PLAN -

EVENT LEVEL

FIRE ALARM PLAN - EVENT LEVEL

11/8" = 1'-0"


11. XX XX

A A.5 A.7 B

10

9.5

9.3

9

8.5

AA

FR

MM

FOR SPRINKLER DRY VALVE

HV

ICE

S

R

PROJ. NO.

DWG. No.SCALE

DWG. TITLE

DATE PLOTTED

CHECKED

DRAWN

REVISIONS/ISSUES


DESCRIPTION DATE

1605.05-3





SEAL


AD

\F

ire A

larm

\F

A-202.00_D

V18025.01.dw

g

06 M

ar '19 - 11:04am

FIL

EN

AM

E:

PL

OT

DA

TE

:

XR

EF

S:

12 FEB 2019

XL CENTER

Tel (416) 591 8999 Fax(416) 591 9087



Tel (212) 986 3700 Fax (212) 687 6467



Tel (310) 842 8700 Fax (310) 842 7700

Severud Associates

engineers


HARTFORD, CT



1

AS NOTED

ME

ME

FA-202.00

FIRE ALARM PLAN - FP48

FIRE ALARM PLAN - FP48

11/8" = 1'-0"

GENERAL NOTES

1. TESTING AND FINAL CONNECTION OF CONTROL PANEL SHALL BE

MADE BY THE BASE BUILDING FIRE ALARM VENDOR

IN COORDINATION WITH THIS CONTRACTOR.

2. CHECK-OUT AND PROGRAMMING OF THE FIRE ALARM SYSTEM SHALL

BE MADE BY FIRE ALARM VENDOR (JCI CHRIS LETT 860-602-3179)

3. FIRE ALARM WIRING SHALL BE INSTALLED IN CONDUIT WHERE

FINISHED CEILINGS ARE NOT PRESENT. ALL FIRE ALARM WIRING

ABOVE FINISHED CEILINGS SHALL BE TEFLON COATED (PLENUM

RATED).

5. CONTRACTOR SHALL SUBMIT COMPLETE SHOP DRAWINGS FOR THE

SYSTEM, INCLUDING WIRING DIAGRAMS, CATALOG CUTS OF ALL

DEVICES, AND SYSTEM RISER DIAGRAM AND SEQUENCE OF

OPERATION.

6. PROVIDE END-OF-LINE DEVICES AS REQUIRED.

7. ALL CONDUITS SHALL BE GROUNDED BY MEANS CONFORMING WITH

THE NATIONAL ELECTRCIAL CODE WITH A GROUND CONDUCTOR

EQUAL IN SIZE TO THE LARGEST CONDUCTOR USED IN THE SYSTEM;

BUT IN NO CASE SHALL THE GROUND CONDUCTOR BE SMALLER THEN

#10 AWG. ALL CONDUITS SHALL BE RIGID STEEL CONDUIT. ALL

CONDUITS AND JUNCTION BOXES SHALL BE PAINTED RED.

8. ALL FIRE ALARM SYSTEM WIRING SHALL BE TWISTED PAIR #14 AWG

MINIMUM, SOLID COPPER, 200 DEG. C, 600V, INSULATED

CONDUCTORS, BS & E OR APPROVED AND COLORED RED.

9. RUN RIGID CONDUIT WHERE NOT CONCEALED IN CEILINGS AND

WHERE REQUIRED BY ALL APPLICABLE CODES, ALL WIRING SHALL BE

COLOR CODED AND IDENTIFIED AT THE FACP. ALL FIRE ALARM

CABLES SHALL BE APPROVED FOR USE IN FIRE ALARM SYSTEMS IN

THE CITY HARTFORD CT .

10. ELECTRICAL CONTRACTOR SHALL PERFORM ALL NECESSARY FIRE

DEPARTMENT FILING. WORK SHALL NOT BE CONSIDERED COMPLETE

UNLESS ALL NECESSARY FILING, TESTS, AND INSPECTIONS ARE

COMPLETED AND APPROVED.

11. ELECTRICAL CONTRACTOR SHALL FIRE STOP ALL PENETRATIONS

THROUGH FIRE RATED PARTITIONS AND SLABS.

12. ELECTRICAL CONTRACTOR SHALL INCLUDE IN HIS BID ONE (1) DAY

FOR WALK-THRUS AND ALL PRE-TESTING, PRIOR TO FIRE

DEPARTMENT INSPECTION AND TESTING.

13. VISUAL ALARM FLASHING STROBE LIGHT SHALL BE MINIMUM 75

CANDELAS AND WILL BE MOUNTED @ 80" A.F.F. PER "A.D.A."

REQUIREMENTS STROBE LIGHTS MUST BE ALTERNATELY WIRED ON A

& B CIRCUITS AS REQUIRED BY CODE.

14. COORDINATE COLOR AND LOCATION OF ALL DEVICES AND CONDUIT

ROUTING WITH ARCHITECT PRIOR TO ANY WORK AND INSTALLATION.

15. REFER TO FLOOR PLAN FOR EXACT QUANTITY OF DEVICES.

16. ALL DEVICES SHALL BE PROVIDED BY THIS CONTRACTOR.

17. PRIOR TO SUBMITTING HIS BID, CONTRACTOR SHALL FIELD VERIFY

ALL EXISTING CONDITIONS INCLUDING BUT NOT LIMITED TO

AVAILABILITY OF CIRCUITS/ZONES ETC., AND INFORM THE

ENGINEER/ARCHITECT OF ANY DISCREPANCY AND INCLUDE IN HIS BID

TO INCLUDE THE SAME AS DIRECTED. CLIENT IS NOT RESPONSIBLE

FOR ANY ADDITIONAL COSTS RESULTING FROM VERIFIABLE EXISTING

CONDITIONS DISCOVERED AFTER CONTRACT HAS BEEN AWARDED.

18. PROVIDE A FIRE ALARM CONTROL RELAY FOR CONTROL OF DAMPER

MOTOR POWER FOR ALL FIRE SMOKE DAMPERS. ROUTE POWER VIA

FIRE ALARM RELAY.

19. ALL FIRE ALARM INSTALLATIONS SHALL BE COORDINATED WITH

BUILDING ENGINEER PRIOR TO INSTALLATION.

NOTES

1. REFER TO PLAN DRAWINGS FOR DEVICE

LOCATIONS.

2. DIVISION 26 SHALL BE RESPONSIBLE FOR

FILING AND OBTAINING APPROVAL OF ALL

APPROPRIATE AUTHORITIES FOR SYSTEM,

INCLUDING PAYING ALL ASSOCIATED FEES,

INCLUDING OBTAINING SERVICES OF A

CONNECTICUT STATE LICENSED

PROFESSIONAL ENGINEER. WORK SHALL

NOT BE CONSIDERED COMPLETE UNLESS

ALL NECESSARY FILING, TESTS, AND

INSPECTIONS ARE COMPLETED AND

APPROVED.

3. ALL NEW FIRE ALARM DEVICES SHALL BE

FULLY COMPATIBLE WITH THE EXISTING

SYSTEM AND SHALL BE INSTALLED UNDER

DIRECT SUPERVISION OF EXISTING SYSTEM

SUPPLIER (JCI CHRIS LETT 860-602-3179)

WHO SHALL WARRANTY ALL WORK FOR (1)

YEAR.

4. ALL WIRING SHALL BE TEFLON INSULATED

AND JACKETED, 2HR RATED. CABLE SHALL

BE RATED 600 VOLT AND SHALL BE BSA

APPROVED. PROVIDE #14 AWG MINIMUM

WIRING FOR ALL SIGNAL AND INITIATION

DEVICES. ROUTE ALL WIRING IN CONDUIT.

5. EXACT ROUTING OF FIRE ALARM WIRING TO

BE COORDINATED IN FIELD.

6. QUANTITY OF DEVICES ON ONE LOOP SHALL

BE PER MANUFACTURER'S

RECOMMENDATION.

7. LOCATE ALL STROBES 6'-8" TO BOTTOM

ABOVE FINISHED FLOOR OR 6" TO CENTER

BELOW FINISHED CEILING, WHICHEVER IS

LOWEST.

8. PROVIDE SEPARATE NOTIFICATION

CIRCUITS FOR SPEAKER AND STROBE

DEVICES. ALL NOTIFICATION CIRCUITS

SHALL BE TWO HOUR PROTECTIVE CIRCUIT

OR IN CONDUIT PER NFPA 72.

9. STROBE SHALL DELIVER A MINIMUM U.L.

1971 LISTED EFFECTIVE INTENSITY OF 75

CANDELA (AND SHALL BE COMPATIBLE WITH

BASE BLDG. FIRE ALARM SYSTEM) WITH NO

MORE THAN A 225MA DRAW. 15 CANDELA

U.L. 1971 LISTED/75 CANDELA NEAR AXIS

STROBES (115MA DRAW) SHALL BE UTILIZED

FOR SPACE WITH NO DIMENSION GREATER

THAN 20 FEET.

10. PROVIDE MONITORING MODULES, CONTROL

MODULES, END SWITCHES, LED STATUS

LIGHTS, SELECTOR SWITCHES, PRINTED

CIRCUIT CARDS, PROGRAMMING, AND ALL

APPURTENANCES AS REQUIRED.

11. COORDINATE EXACT LOCATION AND

QUANTITY OF ALL DUCT TYPE SMOKE

DETECTORS WITH DIVISION 23. DIVISION 26

SHALL HARD WIRE TO RELAY STARTER.

12. COORDINATE EXACT LOCATION AND

QUANTITY OF ALL FIRE SMOKE DAMPERS

WITH DIVISION 23.

13. FIRE ALARM CONTRACTOR TO PROVIDE

INTERFACE TO ELECTRICALLY UNLOCK ALL

ELECTRICALLY HELD DOORS WITH CARD

READER ACCESS.

14. ALL VISUAL DEVICES SHALL BE

SYNCHRONIZED.

15. PROVIDE END-OF-LINE DEVICES AS

REQUIRED.

17. DIVISION 26 SHALL FIRE STOP ALL

PENETRATIONS THROUGH FIRE RATED

PARTITIONS AND SLABS.

18. RUN RIGID CONDUIT WHERE NOT

CONCEALED IN CEILINGS AND WHERE

REQUIRED BY ALL APPLICABLE CODES, ALL

WIRING SHALL BE COLOR CODED AND

IDENTIFIED AT THE FACP.

19. ALL CONDUITS SHALL BE GROUNDED BY

MEANS CONFORMING WITH THE NATIONAL

ELECTRICAL CODE WITH A GROUND

CONDUCTOR EQUAL IN SIZE TO THE

LARGEST CONDUCTOR USED IN THE

SYSTEM; BUT IN NO CASE SHALL THE

GROUND CONDUCTOR BE SMALLER THEN

#10 AWG. ALL CONDUITS SHALL BE RIGID

STEEL CONDUIT. ALL CONDUITS AND

JUNCTION BOXES SHALL BE PAINTED RED.

20. REFER TO SPECIFICATIONS FOR


21. ALL ANNUNCIATING DEVICES SHALL BE

COORDINATED WITH ARCHITECT.

22. TESTING AND FINAL CONNECTION OF

CONTROL PANELS AND PROGRAMMING OF

THE FIRE ALARM SYSTEM SHALL BE MADE

BY THE BUILDING FIRE ALARM VENDOR.

23. CONTRACTOR SHALL SUBMIT COMPLETE

SHOP DRAWINGS FOR THE SYSTEM,

INCLUDING WIRING DIAGRAMS, CATALOG

CUTS OF ALL DEVICES, SYSTEM RISER

DIAGRAM, AND SEQUENCE OF OPERATION.

GENERAL NOTES

15cd 15cd 15cd 15cd

CONNECT TO EXISTING SPEAKER/STROBE

CIRCUITS IN AREA PROVIDE ALL CONDUIT, WIRE

ETC AS REQUIRED.

FIRE ALARM RISER DIAGRAM

N.T.S.

15cdEXISTING SPEAKER STROBE

TO BE REPLACED WITH NEW AT

SAME LOCATION

SEQUENCE OF OPERATION

SY

ST

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A

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AC

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IN

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&

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&

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ME

NT

SYSTEM TROUBLE

WATER FLOW

TAMPER

PULL STATION

DUCT SMOKE DETECTOR

SMOKE DETECTOR

ELEVATOR LOBBY SMOKE

DETECTOR EXIT LEVEL

ELEVATOR LOBBY SMOKE DETECTOR

OTHER THAN EXIT LEVEL

ELEVATOR EQUIPMENT ROOM

SMOKE DETECTOR

SMOKE DETECTOR

ELEVATOR TOP SHAFT

ELEVATOR EQUIPMENT ROOM

HEAT DETECTOR

AC

TIV

AT

E F

IR

EM

AN

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CL

OS

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LL

A

FF

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D

FIR

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MO

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D

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NOTE:

SOME DEVICES SHOWN MAY NOT APPLY TO THIS PROJECT.

15cd

4. COORDINATE INSTALLATION OF FIRE ALARM EQUIPMENT WITH BASE

BUILDING FIRE ALARM VENDOR

FR

FR

15cd

FR

HV

ICE

AC

ICE

48 LEVEL

EVENT LEVEL

INTERCONNECT DUCT SMOKE DETECTOR

WITH FIRE ALARM SYSTEM TO SHUT DOWN

UNIT UPON ACTIVATION OF ANY FIRE ALARM

DEVICE. (TYP)

FIRE ALARM RELAY

FIRE/SMOKE DETECTOR

SPEAKER/STROBE

EXISTING SPEAKER/STROBE

FIRE ALARM SYMBOLS

PULL STATION

FR

EXISTING FIRE ALARM

PANEL LOCATED

AT SECURITY OFFICE

FR FR

FOR SPRINKLER DRY VALVE

S R

DUCT SMOKE DETECTOR

"S" DENOTES SUPPLY

"R" DENOTES RETURN

EXISTING ANNUNICATOR PANEL

RELOCATED

PROJ. NO.

DWG. No.SCALE

DWG. TITLE

DATE PLOTTED

CHECKED

DRAWN

REVISIONS/ISSUES


DESCRIPTION DATE

1605.05-3





SEAL


AD

\F

ire A

larm

\F

A-600.00_D

V18025.01.dw

g

06 M

ar '19 - 11:04am

FIL

EN

AM

E:

PL

OT

DA

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:

XR

EF

S:

12 FEB 2019

XL CENTER

Tel (416) 591 8999 Fax(416) 591 9087



Tel (212) 986 3700 Fax (212) 687 6467



Tel (310) 842 8700 Fax (310) 842 7700

Severud Associates

engineers


HARTFORD, CT



1

AS NOTED

ME

ME

FA-600.00

FIRE ALARM RISER

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