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ENGINEERING SERVICES

ENROUTE/FSS

ARTCC

SCHEMATIC DIAGRAM - NEW WORK

COOLING TOWER

CONDENSER WATER VALVE REPLACEMENT

NYNEW YORK CENTERRONKONKOMA

JF

AS

PROJECT ENGINEER MGR: ENGINEERING CENTER

03/31/2021 18061513

ZNY-18061513-M704

02/03/202118061513CONSTRUCTION, DT #19127 (EKS)03/31/2021

z n y -1

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.d g

DRAWING PRODUCED ON AEA RO MICROSTATION SYSTEM

ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA

C O

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8 7 6 5 4 3 2 1

12345678

REVDRAWING NO

DATE JCN

APPROVED BY

ISSUED BY

CHECKED

DRAWN

DESIGNED

SUBMITTED BY

REVIEWED BY

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

REV

DATE

APPROVED

DESCRIPTION JCN

REDLINE

APVD

IS

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

SHEET NOTES:

.ABBREVIATIONS, AND GENERAL NOTES

REFER TO SHEETS M001 AND M002 FOR MECHANICAL SYMBOLS,

GENERAL SHEET NOTES:

A.

CONTROL SYSTEM.

CONNECTED TO ACTUATOR, TEST OPERATION THROUGH EXISTING

ACTUATOR. ONCE EXISTING CONTROL SIGNAL WIRES ARE

RECONNECT POWER WIRING AND CONTROL WIRING TO NEW VALVE

VALVE POSITION INDICATOR, AND MANUAL ACTUATOR OVERRIDE.

VALVE ACTUATOR SHALL BE PROVIDED WITH POSITION FEEDBACK,

ACTUATOR SUITABLE FOR 120 VAC SINGLE-PHASE POWER SUPPLY.

PROVIDE BUTTERFLY VALVE ACTUATED BY ON-OFF ELECTRIC

M704

A6

SCALE: NTS

COOLING TOWER SCHEMATIC DIAGRAM - NEW WORK

B.

VALVES.

PROVIDE BUTTERFLY VALVES FOR CONDENSER WATER ISOLATION

8"CTS

8"CTR 8"CTR

8"CTR 8"CTR

14"CTS

2 1/2"ICW2 1/2"ICW

IC

W

3"ICW

2 1/2"ICW 2 1/2"ICW

SAN. DRAIN

3/4" DRAIN

CI

AO

SS

DO

AX

DI

CT-3C FAN VFD

DC

CT-1C FAN VFD

CT-2C FAN VFD

CT-4C FAN VFD

VI CV

AI

1D1D

2C 2C

CVVI

1C 1C

4D 4D

3D3D

CV VI

VICV

2D 2D

VICV

3C 3C

VI CV

4C4C

TS

8" CT EQUALIZATION

8"

8"

8" 8" CT EQUALIZATION

TI

3" OVERFLOW (TYP)

CT

SAN. DRAIN

SAN. DRAINSAN. DRAIN

CT-1C

CONTROL PANEL

CT-3C

CT-4C

CT-2C

2C

FCV

1C

2D

1D

4D

3D

4C

3C

M M

14"CTR

FIPFIP

FIP FIP

12"CTR DN

INSULATE WITH JACKET. COORDINATE WITH HEAT TRACING.

PROVIDE 4 DRAINS WITH 3/4-INCH STEEL BALL VALVES. RE-2

2 2

EACH TOWER. REINSTALL JACKET, INSULATION AND HEAT TRACING,

FLANGED INLET, OUTLET AND EQUALIZATION LINE CONNECTIONS TO

PROVIDE 316 STAINLESS STEEL BOLTS, WASHERS AND NUTS AT 3

(TYP)

" DRAIN(4) 3/4

KEY PLAN

zny-18061513-m704

2021-04-13T06:14:24-0400

ROBERT L BELTON

2021-04-12T07:38:26-0400

ANDREW G MACDONALD

#5 @ 6" O.C., T&B

5 #5 BARS, T&B

13'-5"

4'-8"

10'-6"

CONCRETE SUPPORT PAD

TEMPORARY

3'-0"

CENTERLINE OF SUPPORT

TOWER

COOLING

TEMPORARY

RESERVOIR TANK

SUPPORT PAD

CONCRETE

L

3" CLR

EACH WAY AND T&B

#5 @ 12" O.C., RESERVOIR TANK

AND LEVEL

SURFACE FLAT

MAINTAIN TOP

1'-0" MIN

IN

GRADE

FLAT AND LEVEL

MAINTAIN TOP SURFACE

6" MIN

TENSION AND 4,500 POUNDS SHEAR

FACTORED CAPACITY OF 14,000 POUNDS

ANCHORAGE OF EACH SUPPORT MUST HAVE

TEMPORARY COOLING TOWER SUPPLIER

TOWER SUPPORT W/ANCHORS BY

AND LEVEL

SURFACE FLAT

MAINTAIN TOP

SEE PLAN

OF SUPPORT

CENTERLINE

SUPPORT AND PAD

CENTERLINE OF

21'-1"

3'-0"7'-0"

1'-1"

7'-0"

(4 TOTAL EACH TOWER)

COOLING TOWER SUPPORT LEG

CONCRETE SUPPORT PADCONCRETE SUPPORT PAD

TEMPORARY PUMP (3 TOTAL)

SUPPORT AND PAD

CENTERLINE OF

ANCHORS BY PUMP SUPPLIER

5 #5 BARS, T&B

#5 @ 12" O.C., T&B

TEMPORARY COOLING TOWER SUPPORTS

DR

DR

ZNY-18061513-S201

-s

-s lo tt e

A8

S201

A5

C5

TOWERS AND PUMPS ARE REMOVED. RESTORE SITE TO ORIGINAL CONDITION AFTERWARDS.

DEMOLISH TEMPORARY COOLING TOWER FOUNDATIONS AND PUMP PADS AFTER TEMPORARY COOLING 2.

ACCOMMODATE EQUIPMENT AND UNDERGROUND UTILITIES.

TOWER SUPPORT POSTS. CONCRETE PADS SIZES AND LOCATIONS SHALL BE ADJUSTED AS NEEDED TO COORDINATE CONCRETE PADS WITH ACTUAL EQUIPMENT INSTALLED INCLUDING LOCATIONS OF COOLING 1.

NOTES:

C8 TEMPORARY COOLING TOWER AND PUMP PADS

SCALE: 1/4" = 1'-0"

C5 TEMPORARY COOLING TOWER SUPPORT PAD

SCALE: 3/4" = 1'-0"

NOTES: SEE PLAN FOR LOCATION AND SIZE.

TEMPORARY COOLING TOWER SUPPORT PAD

SCALE: 3/4" = 1'-0"S201

A5

A8 TEMPORARY PUMP SUPPORT PAD

SCALE: 3/4" = 1'-0"

NOTES: SEE PLAN FOR LOCATION AND SIZE.

CONCRETE" 318-14

3. AMERICAN CONCRETE INSTITUTE'S (ACI) "BUILDING CODE REQUIREMENTS FOR STRUCTURAL

STRUCTURES (ASCE 7-16).

2. AMERICAN SOCIETY OF CIVIL ENGINEERS, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER

1. 2018 INTERNATIONAL BUILDING CODE (IBC)

B. DESIGN CODES AND STANDARDS

INFORMATION SHALL NOT BE OBTAINED BY MEASURING OFF THE DRAWINGS.

4. SCALES SHOWN ON THE DRAWINGS ARE FOR GENERAL INFORMATION ONLY. DIMENSIONAL

CONTRACTOR-PROPOSED ALTERNATIVES OR SUBSTITUTIONS.

3. COORDINATE ALL REVISIONS TO THE STRUCTURAL SYSTEM AS A RESULT OF ACCEPTANCE OF

SUBMISSION OF SHOP DRAWINGS.

APPROVED MANUFACTURER/VENDOR DRAWINGS THAT AFFECT CONSTRUCTION PRIOR TO

2. REVIEW AND VERIFY ALL AS-BUILT CONDITIONS AND ACTUAL EQUIPMENT DIMENSIONS USING

SAFETY OF WORKERS DURING ALL PHASES OF CONSTRUCTION.

1. TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE INTEGRITY OF ALL STRUCTURES AND

A. GENERAL

C SEISMIC DESIGN CATEGORY

1.5 IMPORTANCE FACTOR

D SITE CLASS (ASSUMED)

0.081D1 S

0.204DS S

0.0501 S

0.191s S

6. SEISMIC LOAD PARAMETERS:

1.2 IMPORTANCE FACTOR

1.2 THERMAL FACTOR

1.0 EXPOSURE FACTOR

30 PSF GROUND SNOW LOAD

5. SNOW LOAD PARAMETERS

C EXPOSURE

140 MPH BASIC WIND SPEED

3. WIND LOAD PARAMETERS:

41,000 LBS EACH (2 TOTAL) TEMPORARY COOLING TOWERS

2. COOLING TOWER MAXIMUM OPERATING WEIGHTS:

IVPARAMETERS)

1. RISK CATEGORY (FOR DETERMINATION OF LOADING

C. DESIGN LOADS

STRUCTURAL GENERAL NOTES

6. NOTIFY THE COR IMMEDIATELY IF ANY UTILITIES ARE LOCATED LESS THAN 3'-0" BELOW GRADE.

5. REFER TO M-003 FOR COORDINATION OF EQUIPMENT WITH EXISTING UTILITIES.

4. DEWATER AS NECESSARY PRIOR TO PLACING CONCRETE.

3. NOTIFY THE COR IMMEDIATELY IF UNUSUAL SOIL CONDITIONS ARE FOUND.

BEARING CONDITION FOR EACH FOUNDATION BEFORE PLACEMENT.

2. AN INDEPENDENT TESTING AGENCY RETAINED BY THE CONTRACTOR SHALL VERIFY THE REQUIRED

1. FOUNDATION DESIGN IS BASED ON AN ALLOWABLE BEARING PRESSURE OF 2,000 PSF.

D. FOUNDATIONS

DESIGN WITHOUT APPROVAL OF THE COR.

WEIGHT PROPORTIONS FOR ALL COMPONENTS OF THE MIX. THE CONTRACTOR SHALL NOT VARY FROM THE MIX

8. THE CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS FOR REVIEW BY THE COR. MIX DESIGNS SHALL SHOW

FOR THE PROPER USE OF ADDITIVES.

CONTRACTOR SUBJECT TO THE APPROVAL OF THE COR. FOLLOW THE RECOMMENDATIONS OF THE MANUFACTURER JOB SITE. THE USE OF PLASTICIZERS, RETARDANTS AND OTHER ADDITIVES SHALL BE AT THE OPTION OF THE SUPPLIER AND PUMPER TO ENSURE A PUMPABLE AND WORKABLE MIX WITHOUT THE ADDITION OF WATER AT THE

7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE THE REQUIREMENTS OF THE CONCRETE

6. CONCRETE REINFORCEMENT BARS SHALL BE ASTM A 615, GRADE 60, DEFORMED.

1 1/2 INNO. 5 BARS AND SMALLER

2 INNO. 6 BARS AND LARGER

B. EXPOSED TO EARTH OR WEATHER WHERE FORMS ARE USED:

3 INA. CONCRETE CAST AGAINST & PERMANENTLY EXPOSED TO EARTH

SECTION 7.7 REQUIREMENTS SHOWN BELOW UON.

5. MINIMUM CONCRETE COVER PROTECTION FOR REINFORCEMENT BARS SHALL BE IN ACCORDANCE WITH ACI 318,

4. MIXING, TRANSPORTING, AND PLACING OF CONCRETE SHALL CONFORM TO ACI 301.

PLACING DRAWINGS FOR REINFORCED CONCRETE STRUCTURES" AND CRSI "MANUAL OF STANDARD PRACTICE".

OF REINFORCING BARS SHALL CONFORM TO THE RECOMMENDATIONS OF ACI 315R "MANUAL OF ENGINEERING AND ACI 315 "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT" AND ACI SP-66 "DETAILING MANUAL". PLACING

3. DETAILING OF CONCRETE REINFORCEMENT BARS AND ACCESSORIES SHALL CONFORM TO THE RECOMMENDATIONS OF OR I/II AND CONCRETE SHALL HAVE COMPRESSIVE STRENGTH (F'c) OF 4,500 PSI AT 28 DAYS UON.

2. CONCRETE SHALL HAVE NORMAL WEIGHT COARSE AGGREGATES. CEMENT SHALL CONFORM TO ASTM C150, TYPE II

AMERICAN CONCRETE INSTITUTE (ACI) 318.

1. CONCRETE CONSTRUCTION SHALL CONFORM TO "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE", E. CONCRETE

3. INSPECTIONS AND TESTING OF SOILS INCLUDE FOUNDATIONS AND BACKFILLING UTILITY TRENCHES.

2. PROVIDE CONTINUOUS AND PERIODIC SPECIAL INSPECTIONS AS FOLLOWS BASED ON IBC TABLE 1705.3.

1. THE CONTRACTOR SHALL PROVIDE SPECIAL INSPECTIONS IN ACCORDANCE WITH IBC CHAPTER 17.

F. INSPECTIONS

COMPACTED FILL.

PLACEMENT AND COMPACTION OF

DENSITIES AND LIFT THICKNESSES DURING

11. VERIFY USE OF PROPER MATERIALS,

SITE HAS BEEN PREPARED PROPERLY.

FILL, INSPECT SUBGRADE AND VERIFY THAT

12. PRIOR TO PLACEMENT OF COMPACTED

OF COMPACTED FILL MATERIALS.

10. PERFORM CLASSIFICATION AND TESTING

MATERIAL.

PROPER DEPTH AND HAVE REACHED PROPER

9. VERIFY EXCAVATIONS ARE EXTENDED TO

DESIGN BEARING CAPACITY.

TRENCHES ARE ADEQUATE TO ACHIEVE THE

EQUIPMENT FOUNDATIONS AND AT UTILITY

8. VERIFY MATERIALS BELOW MECHANICAL

BEING FORMED.

AND DIMENSIONS OF THE CONCRETE MEMBER

7. INSPECT FORMWORK FOR SHAPE, LOCATION

CURING TEMPERATURE AND TECHNIQUES.

6. VERIFY MAINTENANCE OF SPECIFIED

PROPER APPLICATION TECHNIQUES.

5. INSPECT CONCRETE PLACEMENT FOR

CONCRETE.

AND DETERMINE THE TEMPERATURE OF THE

FABRICATE SPECIMENS FOR STRENGTH TESTS

4. PRIOR TO CONCRETE PLACEMENT,

3. VERIFY USE OF REQUIRED DESIGN MIX.

SIZE, LOCATION AND ALIGNMENT.

MECHANICAL EQUIPMENT CONNECTIONS FOR

2. INSPECT POST INSTALLED ANCHORS OF

SPACING.

1. INSPECT REINFORCEMENT AND VERIFY

X

XX

TYPE

INSPECTIONS

CONTINUOUS SPECIAL

INSPECTIONS

PERIODIC SPECIAL

0 32"

3/4" = 1'-0"

16"8"

0 4'2' 8'

1/4" = 1'-0" zny-18061513-s201

2021-04-13T06:14:41-0400

ROBERT L BELTON

2021-04-12T07:38:50-0400

ANDREW G MACDONALD

DEMOLITION

COOLING TOWER FLOW CONTROL VALVE

WL

ZNY-18061513-E205

-e lo tt e

MM

UP

A E D CB

20.6

18.3

MOTOR DISCONNECT (TYP.)

HEATER DISCONNECT (TYP.)

E-106-B-42

2D

4D

E-106-B-40

4C 1

3C 1

E-106-B-36

E-106-B-38

3D 1

E-106-B-30

E-106-B-28

E-106-B-32

2C

PNL E-206-A

GENERAL SHEET NOTES

SHEET NOTES

E205

B6

SCALE: 1/8" = 1'-0"

COOLING TOWER FLOW CONTROL VALVE - DEMOLITION

RECONNECTION TO NEW FCV. PROTECT CONDUIT AND WIRING DURING VALVE REPLACEMENT.

DISCONNECT SWITCH. ASSOCIATED DISCONNECT SWITCH, CONDUIT AND WIRING BACK TO SOURCE TO REMAIN FOR

EXISTING FLOW CONTROL VALVE (FCV) TO BE REPLACED. REMOVE ASSOCIATED CONDUIT AND WIRING BACK TO

AND WIRING PRIOR TO ANY WORK.

WITH FAA AND MECHANICAL CONTRACTOR TO VERIFY PIPING PENETRATION LOCATION AND AFFECTED CONDUITS

REROUTE EXISTING 1" CONDUITS IN AREA INDICATED FOR TEMPORARY PIPING ROOF PENETRATION. COORDINATE

OF REPLACEMENT DOES NOT AFFECT FACILITY OPERATION.

COORDINATE WITH MECHANICAL AND CONTROL DRAWINGS FOR SEQUENCE OF REPLACEMENT. ENSURE SEQUENCE D.

SCHEDULE AND THIS DRAWINGS.

BRANCH CIRCUIT RUNS ARE DIAGRAMMATIC. CONTRACTOR TO FIELD VERIFY BRANCH CIRCUITS PER PANELBOARD C.

MAINTAIN THE CONTINUITY FOR ALL CIRCUITS SERVING AREAS NOT DESIGNATED FOR DEMOLITION.B.

REFER TO DRAWINGS E001 FOR ELECTRICAL SYMBOLS, ABBREVIATIONS AND GENERAL NOTES.A.

E-106-B-34

0 8' 16'4'

1/8" = 1'-0"

0 8' 16'4'

1/8" = 1'-0" zny-18061513-e205

2021-04-13T06:11:44-0400

ROBERT L BELTON

2021-04-12T07:28:25-0400

ANDREW G MACDONALD

PANEL SCHEDULES

ZNY-18061513-E701

lo tt e

1 2

E-102-A

E-102-B

E-106-D

E-106-B

PANELBOARD SHEET LOCATION KEY

SCHEDULE AND THIS DRAWINGS.

BRANCH CIRCUIT RUNS ARE DIAGRAMMATIC. CONTRACTOR TO FIELD VERIFY BRANCH CIRCUITS PER PANELBOARD C.

MAINTAIN THE CONTINUITY FOR ALL CIRCUITS SERVING AREAS NOT DESIGNATED FOR DEMOLITION.B.

REFER TO DRAWINGS E001 AND E002 FOR ELECTRICAL SYMBOLS, ABBREVIATIONS AND GENERAL NOTES.A.

PROVIDE CONDUIT AND WIRING FROM PANEL TO THE TEMPORARY EQUIPMENT ON SITE. SEE E002 FOR LOCATION.

PLANS FOR FCV LOCATION.

EXISTING CIRCUIT BREAKER AND ASSOCIATED WIRING TO BE RECONNECTED TO THE NEW FCV. REFER TO FLOOR

RATING.

CIRCUIT BREAKER AS REQUIRED. NEW CIRCUIT BREAKER SHALL MATCH EXISTING IN TYPE, MANUFACTURER, AND AIC

CONTRACTOR TO VERIFY CIRCUIT BREAKER SIZE REQUIREMENT PER FINAL EQUIPMENT SELECTED. PROVIDE NEW

TEMPORARY EQUIPMENT LOCATION.

POWER SUPPLY TO TEMPORARY COOLING TOWER, PUMPS, AND ASSOCIATED APPARATUS. REFER TO E002 FOR zny-18061513-e701

2021-04-13T06:12:01-0400

ROBERT L BELTON

2021-04-12T07:28:45-0400

ANDREW G MACDONALD

COVER SHEET

KL

WS

ZNY-18061513-G001

-g

:3 lo tt e

Department of Transportation

Federal Aviation Administration

Condenser Water Valve Replacement

New York Air Route Traffic Control Center

Ronkonkoma, New York

January 2021

FINAL Submission zny-18061513-g001

2021-04-13T06:12:16-0400

ROBERT L BELTON

2021-04-12T07:33:12-0400

ANDREW G MACDONALD

LOCATION MAP & BUILDING CODE ANALYSIS

INDEX OF DRAWINGS, GENERAL NOTES,

WS

ZNY-18061513-G002

:3 lo tt e

GREAT SOUTH BAY

JOHNSON AVE

SUNRISE HWY

LAKELAND AVE

347 MEMORIAL HWY

MacARTHUR

MEMORIAL HWY

VETERAN'S

EXPRESSWAY

LONG ISLAND

MacARTHUR AIRPORT

LONG ISLAND-

LOCATION

PROJECT

ZNY ARTCC

LTR

NUMBER

DRAWING

DRAWING TITLE

BUILDING CODE ANALYSIS

CLASSIFICATION:

OCCUPANCY

AND REGULATIONS:

APPLICABLE CODES

HELD TRUE; PLUS OR MINUS TOLERANCES FROM THESE DIMENSIONS ARE NOT ALLOWED.

DOCUMENTS, CODES, AND CRITERIA FOR THE HANDICAPPED ACCESSIBILITY ARE TO BE

MANUFACTURERS' PRODUCT DATA, OR REFERENCED IN APPLICABLE ADA/ABA

CLEARANCES SHOWN ON THE DRAWINGS, IDENTIFIED IN SPECIFICATIONS, IDENTIFIED IN

DIMENSIONS (LAYOUTS, MOUNTING HEIGHTS, HEIGHTS ABOVE FINISH FLOOR, ETC.) AND T.

BE CRITICAL TO THE OPERATION OF THE FACILITY.

ELECTRICAL CONDUITS EMBEDDED IN CONCRETE. AVOID CUTTING CONDUITS AS THEY MAY

PRIOR TO CUTTING CONCRETE, USE MAGNETIC STEEL LOCATOR TO LOCATE S.

REQUIREMENTS, 29 CFR 1910.146 AND 1926.21(B)(6).

WORK IN CONFINED SPACES OR AREAS SHALL BE DONE IN ACCORDANCE WITH OSHA R.

FOR CIRCUIT BREAKER REPLACEMENT WITH COR.

OR PIPE VALVE. COORDINATE DE-ENERGIZING, AND ENERGIZING, OF ANY PANELBOARD

ENERGIZE) OR CLOSE (ENERGIZE) ANY CIRCUIT BREAKER

CASE OF BREAKER OR PIPE VALVE OPERATION. CONTRACTOR SHALL NOT OPEN (DE-

CONTRACTOR SHALL REQUEST PERMISSION IN WRITING OF FAA IN ADVANCE FOR EACH

ONLY FAA PERSONNEL MAY OPERATE CIRCUIT BREAKERS OR PIPE VALVES. Q.

CRITICAL FOR THE LIFE SAFETY OF THE FLYING PUBLIC.

ELECTRONIC EQUIPMENT. THIS EQUIPMENT CONTROLS AIR TRAFFIC AND IS DEEMED

SPRINKLER SYSTEM PIPING SHALL NOT BE INSTALLED DIRECTLY ABOVE CRITICAL P.

PATCHED AND REPAIRED TO MATCH ADJACENT SURFACES.

COMPLETION OF THE WORK. ANCHORING HOLES IN CONCRETE SURFACES SHALL BE

DEVICES FOR DUSTPROOF CONSTRUCTIONS, INTO CONCRETE, SHALL BE REMOVED UPON

LOCATIONS & SPECIAL REQUIREMENTS WITH COR BEFORE INSTALLATION. ANCHORING

EQUIPMENT. TEMPORARY DP ARE SHOWN SCHEMATICALLY ON DRAWINGS. VERIFY FINAL

PERSONNEL AND NOT RESTRICT ACCESS TO MECH, ELEC, FAA, OR FIRE PROTECTION

INDICATED ON DRAWINGS. TEMPORARY PARTITIONS SHALL BE ACCESSIBLE TO FAA

PROVIDE TEMPORARY DUST PROOF PARTITIONS (DP) WITH ACCESS DOORS WHERE O.

FIELD VERIFY EXISTING CONDITION PRIOR TO ANY CONSTRUCTION WORK REQUIRED.

CONSTRUCTION PRESENTED IN THIS DOCUMENT WERE OBTAINED FROM THE FAA.

EXISTING BUILDING FLOOR PLANS AND SITE PLANS FOR THE EXISTING BUILDING N.

COORDINATE WITH COR.

PROTECT FURNITURE FROM DAMAGE. DOCUMENT EXISTING FURNITURE CONDITIONS AND

REMOVE AND REINSTALL, AS REQUIRED, FURNITURE THAT IS AFFECTED BY THE WORK. L.

EQUIPMENT. COORDINATE SIZE & LOCATION WITH MECHANICAL AND ELECTRICAL.

FOR PROVISION OF ARCHITECTURAL, MECHANICAL, ELECTRICAL & FIRE PROTECTION

PROVIDE OPENINGS THROUGH EXISTING WALLS (GWB, MASONRY AND CONCRETE) J.

MECHANICAL

ZNY-18061513-M001 MECHANICAL LEGENDS, NOTES AND ABBREVIATIONS

ZNY-18061513-M101 HVAC AND HVAC PIPING CHILLER ROOM PLAN - DEMOLITION

ZNY-18061513-M102 HVAC AND HVAC PIPING PSB ROOF PLAN - DEMOLITION

ZNY-18061513-M201

ZNY-18061513-M202

HVAC AND HVAC PIPING CHILLER ROOM PLAN

HVAC AND HVAC PIPING PSB ROOF PLAN

ZNY-18061513-M501

ZNY-18061513-M502

ZNY-18061513-M504

ZNY-18061513-M601

HVAC TYPICAL DETAILS

MECHANICAL SCHEDULES

ZNY-18061513-M701

ZNY-18061513-M702

ZNY-18061513-M703

ZNY-18061513-M704

ZNY-18061513-M705

CONDENSER WATER SCHEMATIC DIAGRAM - DEMOLITION

CONDENSER WATER SCHEMATIC DIAGRAM

COOLING TOWER SCHEMATIC DIAGRAM

TEMPORARY COOLING TOWER WATER SCHEMATIC DIAGRAM

GENERAL

ZNY-18061513-S201 TEMPORARY COOLING TOWER SUPPORTS

STRUCTURAL

AND REQUIREMENTS.

OPERATIONS, TYP. ACCOMMODATE THE 24-HOUR OPERATIONAL FACILITY SCHEDULE

PROTECT ACTIVE EQUIPMENT. COORDINATE WITH COR NOT TO DISRUPT FAA

PROVIDE DUST PROOF PARTITIONS AND BARRIERS AS REQUIRED BY COR TO

THAT MAY CAUSE VIBRATION OR DISRUPTION TO EQUIPMENT IN THE WORK AREA.

OPERATIONAL DURING CONSTRUCTION. COORDINATE WITH COR DEMOLITION WORK

EXISTING FAA COMPUTER AND OTHER SENSITIVE EQUIPMENT SHALL REMAIN I.

OTHERWISE NOTED.

LINES AND FACE OF MASONRY, CONCRETE OR FINISHED FACE OF WALL, UNLESS

DIMENSION LINES SHOWN ON SHEETS ARE FROM COLUMN CENTER A.

ARE RESOLVED TO SATISFACTION OF COR.

COR OF CONFLICTS. NO DEMOLITION WORK SHALL PROCEED UNTIL CONFLICTS

BUILDING SYSTEMS. COORDINATE DEMOLITION WITH THE WORK AND NOTIFY

FIELD VERIFY EXISTING CONDITIONS & DIMENSIONS BEFORE DEMOLITION OFB.

PATCHED AND REPAIRED TO MATCH EXISTING FINISHES.

FINISHES & ASSOCIATED ADJACENT FINISHES AFFECTED BY THE WORK SHALL BEC.

PROTECTION FOR ITEMS TO BE REMOVED.

ON ARCHITECTURAL DRAWINGS, REFER TO MECHANICAL, ELECTRICAL AND FIRE

ELECTRICAL SYSTEMS. FOR DEMOLITION REQUIRED OUTSIDE OF AREA SHOWN

VERIFY DEMOLITION REQUIRED TO FACILITATE ROUTING OF MECHANICAL ANDD.

AND THE DIRECTION TO THE NEAREST EXIST.

PROVIDE NECESSARY SIGNAGE WARNING BUILDING OCCUPANTS OF THE CHANGE,

DURING THE WORK, COORDINATE WITH COR FOR TEMPORARY EGRESS MEASURES.

CONSTRUCTION ACTIVITIES. IF AN EXIT IS TEMPORARILY PLACED OUT OF USE

CONTRACTOR MUST MAINTAIN MEANS OF EGRESS DURING DEMOLITION AND

COORDINATE THE WORK WITH COR TO AVOID DISRUPTING FAA OPERATIONS.

THE BUILDING SHALL BE OCCUPIED BY FAA DURING CONSTRUCTION.E.

NOT BE LEFT IN OCCUPIED AREAS.

CLEAN CONSTRUCTION AREAS DAILY. CONSTRUCTION DEBRIS & EQUIPMENT SHALL F.

ROOFS) BEFORE ANY DEMOLITION OR CONSTRUCTION.

BUILDING SYSTEMS (INCLUDING EXTERIOR WALLS, PARTITIONS, FLOORS, CEILINGS AND

OF THE FACILITY, COORDINATE WITH COR TO VERIFY EXISTING CONDITION OF

APPROVED U.L. SYSTEM. WHERE WORK IS REQUIRED ON BUILDINGS WHICH ARE PART

AND OTHER PENETRATIONS CAUSED BY THE WORK OF THIS PROJECT WITH AN

ROOFS OR SMOKE BARRIERS PENETRATED BY DUCTS, ELECTRICAL CONDUITS, PIPES

MAINTAIN FIRE RATINGS OF FIRE RATED ASSEMBLIES IN FLOORS, WALLS, CEILINGS, G.

DO NOT SCALE DRAWINGS.H.

CONSTRUCTION TYPE:

4.

3.

2.

1.

ZNY-18061513-G001

ZNY-18061513-G002

INDEX OF DRAWINGS GENERAL NOTES

ZNY-18061513-G003

COVER SHEET

ZNY-18061513-G004

ABBREVIATIONS

ZNY-18061513-G005 CONSTRUCTION STAGING PLAN

MECHANICAL SEISMIC DETAILS

ZNY-18061513-M503 HVAC TYPICAL DETAILS

COOLING TOWER SCHEMATIC DIAGRAM - DEMOLITION

ELECTRICAL

ZNY-18061513-E001

ZNY-18061513-E002

ZNY-18061513-E204

ZNY-18061513-E205

ZNY-18061513-E402

ZNY-18061513-E403

ZNY-18061513-E701

ELECTRICAL ABBREVIATIONS, LEGENDS, AND GENERAL NOTES

TEMPORARY COOLING TOWER ELECTRICAL PLAN

CHILLER ROOM FLOW CONTROL VALVE - DEMOLITION

COOLING TOWER FLOW CONTROL VALVE - DEMOLITION

COOLING TOWER FLOW CONTROL VALVE - NEW WORK

PANEL SCHEDULES

HOW TO PROCEED WITH WORK.

HAZMAT IS ENCOUNTERED, CEASE WORK IN THAT AREA AND NOTIFY COR TO PLAN

WORK AREA(S) AND BUILDING(S) CONTAIN HAZARDOUS MATERIALS (HAZMAT). IF K.

M.

ADVANCE OF PERFORMANCE OF WORK.

BE SCHEDULED AND APPROVED IN WRITING BY COR AT LEAST 10 WORKING DAYS IN

TOLERATED. WORK REQUIRING PERMANENT, TEMPORARY OR PARTIAL OUTAGES SHALL

UNSCHEDULED INTERRUPTIONS TO BUILDING SERVICES/UTILITIES SHALL NOT BE

CHILLER BUILDING

SEISMIC DESIGN CATEGORY:

GENERAL LEGENDS

PRESUMED TO CONTAIN LEAD. REFER TO HAZMAT FOR ADDITIONAL INFORMATION.

PAINT COATINGS ON METAL SURFACES, UNLESS OTHERWISE NOTED, SHOULD BE U.

ZNY-18061513-M002

ZNY-18061513-M003

INDEX OF DRAWINGS, GENERAL NOTES, LOCATION MAP & BUILDING CODE ANALYSIS

-INTERNATIONAL MECHANICAL CODE, 2018 EDITION

-INTERNATIONAL FIRE CODE, 2018 EDITION

-NFPA 70 (NATIONAL ELECTRICAL CODE (NEC), 2020

(29 CFR 1910 AND 1926 - CURRENT ISSUE)

GENERAL INDUSTRY SAFETY & HEALTH STANDARDS

-OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION (OSHA)

-AMERICAN BARRIERS ACT (ABA) STANDARDS, 2015

-NFPA 101 - LIFE SAFETY CODE, 2018 EDITION

-INTERNATIONAL BUILDING CODE (IBC), 2018 EDITION

CHILLER ROOM FLOW CONTROL VALVE - NEW WORK

TEMPORARY COOLING TOWER MECHANICAL PLAN

MECHANICAL INSTRUMENTATION AND CONSTRUCTION SEQUENCE

PROVIDED DESIGN IN ACCORDANCE WITH SECTION 01 25 00, "SUBSTITUTION PROCEDURES."

DESIRED DESIGN FUNCTIONAL GOAL, AND ANY OTHER NEWLY REQUIRED INCIDENTAL WORK OR CHANGES TO THE

CAPABILITY OF OTHER EQUIPMENT FOR THE FULL INTENDED FUNCTION OF ALL INDIVIDUAL PIECES TOWARDS THE

OF EXPOSED AREAS AS A RESULT OF THE SUBSTITUTION, THE NEED TO COORDINATE WITH THE FUNCTION AND

INCLUDE ANY NECESSARY ADJUSTMENTS OF CONNECTIONS, PIPING OR WIRING, EQUIPMENT PAD RESIZING, FINISHING

TO EXECUTE INCIDENTAL WORK ARISING FROM THE SUBSTITUTION TO COMPLETE FAA DESIGN INTENT. THIS WILL

ANY FAA-APPROVED MATERIAL OR EQUIPMENT "AS EQUAL" SUBSTITUTIONS BY THE CONTRACTOR AND THE COSTS

THE CONTRACTOR BEARS ALL RESPONSIBILITY FOR THE ADJUSTMENT OF AFFECTED DRAWINGS AS A RESULT OF D.

ENGINEERING PRACTICES.

SUBSTITUTION FITS WITHIN THE ALLOCATED SPACE IN A REASONABLE MANNER REFLECTIVE OF GOOD DESIGN AND

PROPER EVALUATION OF THE SUBSTITUTION REQUEST MAY BE MADE, INCLUDING ILLUSTRATING HOW THE PROPOSED

TEST DATA OF BOTH THE MATERIALS SPECIFIED AND THE PROPOSED SUBSTITUTION MATERIALS, SO THAT A

CONTRACT DOCUMENTS, MUST SUBMIT THE NECESSARY SCALE DRAWINGS, PRODUCT DATA, AND PERFORMANCE AND

THE CONTRACTOR, WHEN SUBMITTING FOR APPROVAL OF MATERIALS WHICH ARE OTHER THAN THAT CITED IN THE C.

THAT THERE WILL BE NO ADDITIONAL COSTS BORNE BY THE GOVERNMENT AS A RESULT OF THE SUBSTITUTION.

FURNISHING AND INSTALLING THE SUBSTITUTE MATERIAL. THE CONTRACTOR MUST, IN SUCH TRANSMITTALS, STATE

SPECIFIED WILL NOT OBLIGATE THE GOVERNMENT TO PAY ANY ADDITIONAL COSTS THAT MAY BE ASSOCIATED WITH

THE CONTRACTOR'S SUBMITTAL FOR APPROVAL OF MATERIAL OR PRODUCTS OF HIGHER QUALITY THAN THAT B.

SUBMITTED FOR APPROVAL AS A SUBSTITUTION.4.

APPROVED BY THE PRODUCT'S MANUFACTURER.

REQUIRE OTHER RELATED PRODUCTS BE PRODUCED BY THE SAME MANUFACTURER, OR BY A MANUFACTURER

AND FUNCTIONAL) WITHIN THE PROJECT. CERTAIN PRODUCT'S MANUFACTURER WARRANTIES MAY ALSO

OFFICER'S REPRESENTATIVE (COR), IN WRITING, AS MEETING THE SPECIFIED CRITERIA AND FIT (BOTH PHYSICAL

ACCEPTED BY THE ARCHITECT/ENGINEER OF RECORD, CONTRACTING OFFICER (CO) AND CONTRACTING 3.

PRACTICES.

WORK IN THE SPACE ALLOCATED IN A REASONABLE MANNER REFLECTIVE OF GOOD DESIGN AND ENGINEERING

OF A SIMILAR PROFILE, SHAPE, SIZE, STYLE, AND CONFIGURATION AND CAN BE INCORPORATED INTO THE 2.

EQUAL OR SUPERIOR IN CONSTRUCTION, EFFICIENCY, UTILITY, OR FUNCTION TO THE PRODUCT(S) SPECIFIED.1.

PRECLUDED PROVIDED THEY ARE:

FOR QUALITY, FUNCTION, AND PERFORMANCE. PRODUCTS OF OTHER MANUFACTURERS ARE NOT AUTOMATICALLY

MANUFACTURER'S NAMES, BRAND NAMES, OR MODEL NUMBERS ARE SPECIFIED FOR ITEMS, THEY SET A STANDARD

MANUFACTURER'S NAME, BRAND NAME, OR MODEL NUMBER STATED IN THE SPECIFICATIONS. WHERE

PROPRIETARY AND THE WORDS "OR EQUAL" ARE IMPLIED IF NOT EXPRESSLY STATED AFTER EVERY

BASIS OF DESIGN IN A SCHEDULE, DETAIL OR IN A LIST OF APPROVED PRODUCTS. THIS IS NOT MEANT TO BE

IN GENERAL, MANUFACTURER'S NAMES, BRAND NAMES, OR MODEL NUMBERS MAY BE SPECIFIED FOR ITEMS AS A A.

ZNY-18061513-M004 TEMPORARY CHILLER ROOM PIPING

LOCATION MAP

BASIS OF DESIGN AND SUBSTITUTIONS

NOT TO SCALE

NFPA 101, EXISTING BUSINESS

IBC, GROUP B

zny-18061513-g002

2021-04-13T06:12:31-0400

ROBERT L BELTON

2021-04-12T07:33:34-0400

ANDREW G MACDONALD

AND CONSTRUCTION SEQUENCE

MECHANICAL INSTRUMENTATION

ZNY-18061513-M002

:4 lo tt e

CONTROLS & INSTRUMENTATION

MEASURED VARIABLE OR CONTROLLED DEVICE

INSTRUMENT OR DEVICE IDENTIFICATION NUMBER

IN AN ENCLOSURE

EQUIPMENT INSTRUMENT OR DEVICE NOT LOCATED

MEASURED VARIABLE OR CONTROLLED DEVICE

INSTRUMENT OR DEVICE LOCATED IN AN ENCLOSURE

CENTRAL FEPC

DDCP DATA INPUT/OUTPUT TO

ELECTRONIC INTERLOCK WIRING

DDC CONTROL SYSTEM WIRING

DIGITAL INPUT TO DDCP

DIGITAL OUTPUT FROM DDCP

ANALOG INPUT TO DDCP

ADDRESSABLE INTERFACE MODULE

CONSTRUCTION SEQUENCE

I. NOTES AND PREPARATION

CONNECTIONS, AUTOMATIC CONTROL WIRING AND ITS COMPONENTS (UON).

REMOVAL OF EQUIPMENT SHALL INCLUDE REMOVAL OF ASSOCIATED PIPING, SUPPORT, INSULATION, MOTORS ELECTRICAL

INFORMATION WITH SHOP DRAWINGS.

VERIFY AND COORDINATE VOLTAGE AND PHASE OF EACH PIECE OF EQUIPMENT PRIOR TO ORDERING AND SUBMIT THIS

OF THE MANUFACTURER, THE SPECIFICATIONS, AND APPROVED SHOP DRAWINGS.

EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH APPLICABLE CODES, THE PRINTED INSTALLATION INSTRUCTIONS

START OF WORK OF THAT STEP.

EQUIPMENT INCLUDING VALVES, PIPING AND ACCESSORIES FOR THE NEXT STEP SEQUENCE MUST BE ON SITE BEFORE

COORDINATE THE INSTALLATION OF MECHANICAL WORK WITH THE WORK OF OTHER TRADES.

ELBOWS, AND OFFSETS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, AT NO ADDITIONAL COST TO THE FAA.

DRAWINGS DO NOT SHOW ALL REQUIRED FITTINGS, ELBOWS, AND/OR OFFSETS. FINAL INSTALLATION OF ALL FITTINGS, DIMENSIONS AFFECTING THE WORK.

PHYSICAL SIZES AND LOCATION OF EQUIPMENT AND ASSOCIATED PIPING ARE APPROXIMATE. VERIFY SIZES AND

DEMOLITION

NEW WORK

4.

5.

C.

PREPARATION

CONFLICTS AND "AS IS" CONDITIONS.

COMPLETED AND APPROVED BEFORE START OF WORK. THIS MUST INCLUDE ELEVATIONS AND ANY MODIFICATION DUE TO

SITE. APPROVED CONSTRUCTION PLANS SHOWING FABRICATED LENGTH OF PIPING AND PLACEMENT OF EQUIPMENT SHALL BE

BEFORE THE START OF DEMOLITION AND CONSTRUCTION, EQUIPMENT PIPING AND ACCESSORIES SHALL BE APPROVED AND ON

VERIFY LOCATIONS AND DIMENSIONS OF EXISTING EQUIPMENT AND COORDINATE WORK PRIOR TO THE START OF CONSTRUCTION.

START OF WORK. MECHANICAL AND ELECTRICAL SHUTDOWN FOR WORK SHALL BE ACCOMPLISHED BY FAA PERSONNEL.

DE-ENERGIZING ELECTRICAL SUPPLY. THIS WORK SHALL BE SCHEDULED AND COORDINATED WITH THE COR BEFORE

SHUTDOWN AND REMOVAL OF THE EQUIPMENT AND PIPING SHALL BE ACCOMPLISHED BY CLOSING SHUT-OFF VALVES AND

TEMPORARY WORK MAY NOT BE SHOWN ON DRAWINGS (E.G. SOME BLIND FLANGES).

WHERE WORK IS DESIGNATED TO BE "TEMPORARY", IT WILL EVENTUALLY BE REMOVED IN A SUBSEQUENT STEP. SOME

PROTECT FLOOR DRAINS AND STORM DRAINS FROM DAMAGE AND DEBRIS AT ALL TIMES.D.

E.

F.

G.

ELECTRICAL REQUIREMENTS.

INTERFERE WITH THE WORK. OBTAIN PRIOR APPROVAL FROM COR FOR SUCH WORK. REFER TO ELECTRICAL SPECIFICATIONS FOR

PIPING, ELECTRICAL WIRING AND CONDUITS NOT INDICATED AND NOT RELATED TO THE PIPING REPLACEMENT WHERE THEY

DEMOLITION DRAWINGS INDICATE PIPING AND EQUIPMENT WITHIN THE WORK AREA. REMOVE AND REINSTALL (AS REQUIRED)

SYSTEMS. HEATING HOT WATER SYSTEM MAY HAVE SERVICE INTERRUPTED AS APPROVED AND SCHEDULED BY COR.

SEQUENCE SHALL BE PROVIDED BY THE CONTRACTOR WHICH MINIMIZES THE RISK OF FAILURE TO ANY MECHANICAL OR ELECTRICAL

THE ARTCC IS A 24 HOUR FACILITY AND CAN NOT TOLERATE THE LOSS OF POWER OR CHILLED WATER. A CONSTRUCTION

EXISTING CONTROLS, UNLESS NOTED OTHERWISE, SHALL REMAIN IN OPERATION AND PROTECTED DURING CONSTRUCTION.

III. TURNOVER FROM PERMANENT TO TEMPORARY TOWERS

CONDENSER WATER PIPING.

CHILLERS ARE NOW ISOLATED FROM THE PERMANENT CONDENSER WATER SYSTEM AND ARE RUNNING OFF THE TEMPORARY

CONDENSER WATER SUPPLY OVER TO TEMPORARY TOWERS.

ONCE TEMPORARY TOWER SYSTEM HAS BEEN PROVEN, REPIPE CH-100 AND CH-200 TO TEMPORARY HEADER AND TURN PLANT

FZ

FR

FEPC

FACP

ED

ECMS

DP

DDCP

CV

CR

CD

AM

AFS

AFMS

FREEZESTAT

FIELD MOUNTED RELAY

FRONT END PERSONAL COMPUTER

FLOW CONTROL VALVE

FIRE ALARM CONTROL PANEL

ENABLE/DISABLE

SYSTEM

ENERGY CONTROL AND MONITORING

DI. PRESSURE SWITCH

DAMPER POSITION INDICATOR

DIRECT DIGITAL CONTROL PANEL

DRY CONTACT

CONTROL VALVE

CURRENT RELAY

CURRENT INPUT

CONTROL DAMPER

COMMON

AUXILIARY CONTACT

AMPERAGE

AIR FLOW SWITCH

AIR FLOW MEASURING STATION

WD

SW

SL

PI

PDI

PD

N.O.

N.C.

LS

HS

WATER DETECTOR

TEMPERATURE SENSOR

TEMPERATURE INDICATOR

THERMOSTAT

SWITCH

START/STOP

STROBE LIGHT

SMOKE DETECTOR

PRESSURE INDICATOR

PRESSURE DIFFERENTIAL INDICATOR

/POWER DEMAND

PRESSURE DIFFERENTIAL SENSOR

NORMALLY OPEN

NORMALLY CLOSED

MOTOR/ACTUATOR

LEVEL SWITCH

HUMIDITY SENSOR

HUMIDISTAT

HORN

REQUIRED.

COORDINATE ALL WORK WITH THE WORK OF OTHER TRADES. ELECTRICAL WORK SHALL MATCH MECHANICAL PHASING PLAN AS

STEP 1 - TRANSITION

MANUAL OVERRIDE AND SILENCE SWITCHES DURING CONSTRUCTION WORK.

PROTECT REFRIGERANT LEAK DETECTION AND ALARM SYSTEM, REFRIGERANT LEAK SENSING TUBES, HORNS, LIGHT STROBES, AID

IV. PERMANENT CONDENSER WATER PIPING

PROVING PERIOD.

INCIDENT TO BE CONSIDERED "PROVEN". TEMPORARY TOWER YARD SHALL REMAIN PRESSURIZED AND OPERATIONAL DURING

AFTER THE PERMANENT PIPING SYSTEM IS OPERATIONAL, IT MUST BE OPERATED FOR THREE (3) CONSECUTIVE DAYS WITHOUT

A. INSTALL PERMANENT CONDENSER WATER PIPING AND APPURTENANCES ON SITE.

STEP 1 - INSTALLATION OF PERMANENT PIPING

CANNOT BE ACCOMPLISHED IN 8-10 HOURS, PROVIDE TEMPORARY DETECTION/ALARM SYSTEM.

REFRIGERANT LEAK DETECTION PANEL MUST BE PERFORMED TO MINIMIZE THE DURATION OF SYSTEM OUTAGE. IF THE WORK

ALL WORK INVOLVING CHANGEOVER OF CONTROL FUNCTIONS FROM EXISTING REFRIGERANT LEAK DETECTION PANEL TO THE NEW

LOCATION OF SENSING LOCATIONS. KEEP EXISTING SYSTEM IN OPERATION UNTIL NEW SYSTEM IS OPERATIONAL.

PROVIDE CONDUIT AND TUBING ASSOCIATED WITH NEW REFRIGERANT LEAK DETECTION SYSTEM POINTS. SEE DRAWING M201 FOR

V. REFRIGERANT LEAK DETECTION PANEL REPLACEMENT

B. DEMOBILIZE TEMPORARY TOWER YARD AND ASSOCIATED PIPING. REMOVE CHAIN LINK FENCING.

PROVEN AND COMMISSIONED. CLOSE ISOLATION VALVES FOR TEMPORARY TOWER PIPING ON CONDENSER WATER HEADERS.

ONCE WORK WITHIN THE CHILLED WATER PLANT AND PERMANENT TOWER YARD IS COMPLETE AND ALL EQUIPMENT HAS BEEN

VI. TEMPORARY TOWER YARD DEMOBILIZATION

FAN. THE FAN MUST RUN CONTINUOUSLY UNTIL WORK IS COMPLETE.

PRIOR TO DISCONNECTING AND REMOVING REFRIGERANT LEAK DETECTION PANEL, ENERGIZE EXISTING REFRIGERANT VENTILATION

D. DISCONNECT POWER, CONTROL AND INTERLOCK WIRING FROM THE REFRIGERANT LEAK DETECTION PANEL AND REMOVE THE PANEL.

NEW LEAK DETECTION TUBING TO THE NEW PANEL.

INSTALL NEW REFRIGERANT LEAK DETECTION PANEL AND RECONNECT POWER, CONTROL AND INTERLOCK WIRING. ALSO, TERMINATE

F. ENERGIZE PANEL AND PERFORM ACTIVE TESTING OF SEQUENCE DURING THE SCHEDULED OUTAGE.

OPERATIONAL AND ACCEPTED BY COR..

REMOVE EXISTING REFRIGERANT LEAK GAS-MONITORING POINTS AND ASSOCIATED TUBING AND CONDUIT AFTER NEW SYSTEM IS

ANALOG OUTPUT FROM DDCP

A.A.

STEP 1 - TEMPORARY COOLING TOWERS AND PUMPS

II. TEMPORARY COOLING TOWERS AND PUMPS

COOLING TOWER YARD.

THE INTENT OF THIS PHASE IS TO INSTALL TEMPORARY EQUIPMENT TO ALLOW FOR THE COMPLETE SHUTDOWN OF THE

TEMPORARY PIPING WITH COR.

CHILLED WATER PLANT. GROOVED PIPING IS ALLOWED ONLY FOR TEMPORARY PIPING. COORDINATE GROUNDING REQUIREMENT OF

ABOVE GROUND TEMPORARY CONDENSER WATER PIPING SHALL BE ROUTED ON WOODEN CRIBBING SUPPORTS TO THEC.

D.

CONNECTIONS FOR ALL 4 CHILLERS.

INSTALL TEMPORARY CONDENSER WATER HEADER WEST OF EXISTING CHILLERS ON GROUND WITH VALVED BRANCH

FENCING. REFER TO M003 FOR LOCATION OF WORK AREA.

ONCE TEMPORARY TOWER SYSTEM HAS BEEN PLACED ON SITE, PROTECT THE TEMPORARY TOWER SITE WITH CHAIN LINK

A. INSTALL TEMPORARY FOUNDATIONS ON SITE AND ALLOW TO CURE FOR 28 DAYS. INSTALL TEMPORARY EQUIPMENT ON SITE.

THIS OUTLINE AS PART OF THEIR CONSTRUCTION PHASING PLAN.

CONTRACTOR SHALL SUBMIT A DETAILED CONSTRUCTION SEQUENCE WHICH ALSO PROVIDES ALL OF THE DETAILS ABSENT FROM

CONSTRUCTION SEQUENCE IS PROVIDED AS AN OUTLINE OF THE SIGNIFICANT STEPS REQUIRED TO COMPLETE THE PROJECT. THE H.

STEP 2 - INSTALLATION OF TEMPORARY EQUIPMENT

CONDENSER WATER SYSTEM.

CONNECT TEMPORARY ELECTRICAL, MAKE-UP WATER, BLOWDOWN, AND TEMPORARY CHEMICAL TREATMENT TO THE TEMPORARY E.

RUNTIME PRIOR TO SHUTDOWN OF NEXT CHILLER.

NECESSARY FOR CHILLER OPERATION SHALL ALSO BE INSTALLED AT THIS TIME. EACH CHILLER SHALL BE PROVEN WITH 24 HRS

REPIPE CHILLERS CH-300 AND CH-400 TO TEMPORARY HEADER ONE AT A TIME. ALL TEMPORARY VALVES AND APPURTENANCES F.

(7) DAYS AFTER TAB AND COMMISSIONING IS COMPLETED.

DEMOBILIZATION OF TEMPORARY SYSTEMS SHALL NOT OCCUR UNTIL THE REPLACEMENT SYSTEM HAS OPERATED FOR SEVEN

I.

H. NO DEMOLITION WORK SHALL COMMENCE UNTIL THE TEMPORARY SYSTEM IS PROVEN AND ACCEPTED BY FAA.

PERIOD.

TO BE CONSIDERED "PROVEN". PERMANENT TOWER YARD SHALL REMAIN PRESSURIZED AND OPERATIONAL DURING PROVING

AFTER THE TEMPORARY SYSTEM IS OPERATIONAL, IT MUST BE OPERATED FOR SEVEN (7) CONSECUTIVE DAYS WITHOUT INCIDENT zny-18061513-m002

2021-04-13T06:12:45-0400

ROBERT L BELTON

2021-04-12T07:33:58-0400

ANDREW G MACDONALD

ROOM PLAN - DEMOLITION

HVAC AND HVAC PIPING CHILLER

ST

ZNY-18061513-M101

:4 lo tt e

REFER TO SHEET M-701 FOR CONTROLS DEMOLITION WORK.C.

AREA OF WORK. COORDINATE WITH FAA COR.

PROTECT CONTROLS INCLUDING JUNCTION BOXES AND CONDUIT TO REMAIN IN THE B.

.GENERAL NOTES

REFER TO SHEETS M001 AND M002 FOR MECHANICAL ABBREVIATIONS, SYMBOLS ANDA.

TEMPORARY COOLING TOWER SYSTEM.

2" DOMESTIC WATER WITH VALVE FOR MAKE-UP WATER CONNECTION POINT TO

(TYP OF 3)

REMOVE SECTION OF HEADER PIPING TO ALLOW INSTALLATION OF BUTTERFLY VALVE

CONDENSER WATER PUMPS).

REMOVE 8" BALL ISOLATION VALVES AS NOTED IN DETAIL A8/M504 (TYP OF 4

PUMPS).

REPORT TO COR. REINSTALL COVER WITH NEW GASKETS (TYP OF 4 CONDENSER WATER

REMOVE PUMP COVER AND INSPECT IMPELLER AND BEARINGS. PROVIDE STATUS

TEMPORARY PIPING.

REMOVE LOWER SECTION OF LOUVER AND DAMPERS TO FACILITATE INSTALLATION OF

OVER TO GOVERNMENT.

CONDENSER WATER SYSTEM. AT COMPLETION OF PROJECT, TURN CONTROL PANEL

ASSOCIATED SENSORS. USE CONTROL PANEL AND SENSORS TO SERVE TEMPORARY

SALVAGE WEBMASTERONE CHEMICAL TREATMENT SYSTEM CONTROL PANEL AND

REMOVE EXISTING CONNECTION TO SIDE OF PIPE.

FILTER. SEE NEW WORK.

EXISTING TO REMAIN SECTION OF PIPING TO BE REUSED IN CONNECTION TO NEW SAND

TAP TO REMAIN.

REMOVE SAND FILTER PIPING BACK TO VALVE AS SHOWN. EXISTING VALVE AND SIDE

NEW WORK.

WATER PIPE SUPPORT TO PROVIDE SPACE FOR NEW CONDENSER WATER PIPE. SEE

REMOVE DOMESTIC COLD WATER LINE AS SHOWN. REMOVE AND RECONFIGURE CHILLED

REFRIGERANT MONITORING SYSTEM TO REMAIN.

EXISTING EMERGENCY SWITCHES AND SILENCE SWITCHES ASSOCIATED WITH

MONITORING SYSTEM TO REMAIN.

EXISTING ALARM HORNS AND LIGHT STROBES ASSOCIATED WITH REFRIGERANT

M002 FOR CONSTRUCTION SEQUENCE.

AND CONDUIT. COORDINATE WORK WITH REFRIGERANT MONITOR REMOVAL. REFER TO

DISCONNECT AND REMOVE REFRIGERANT SAMPLING PORTS AND ASSOCIATED TUBING

MONITOR.

WIRING FROM THE MONITOR SO THEY CAN BE RECONNECTED TO NEW REFRIGERANT

REFRIGERANT MONITOR, DISCONNECT POWER WIRING, INTERLOCKS WIRING, AND CONTROL

REMOVE REFRIGERANT MONITOR ASSOCIATED WITH CHILLER PLANT. PRIOR TO REMOVING

WORK PLANS FOR ADDITIONAL INFORMATION.

DISCONNECT PIPING AND REMOVE STRUCTURE MOUNTED COMPRESSION TANK. SEE NEW

ADDITIONAL INFORMATION.

. SEE NEW WORK PLANS FOR SF-2DISCONNECT PIPING AND REMOVE EXISTING

TREATMENT TAPS, AND ENCAPSULATED VALVE. CTS/R HEADERS TO REMAIN.

REMOVE CONDENSER WATER SUPPLY AND RETURN DRAIN VALVE, AIR VENTS, CHEMICAL

COORDINATE WORK WITH MECHANICAL CONTRACTOR AND FAA COR.

PROTECT POWER WIRING AND CONTROL WIRING DURING CONSTRUCTION WORK.

ACTUATOR. TURN OVER VALVE ACTUATOR TO FAA FOR USE AS SPARE PARTS.

PRIOR TO FLOW CONTROL VALVE DEMOLITION, DISCONNECT AND REMOVE VALVE

1 1 1

LEAK MONITOR

REFRIGERANT

SAMPLING PORT

REFRIGERANT

SYSTEM

TREATMENT

ETR CHEMICAL

TK

11 12

13 14

12" CWR

12" CWS

12"CWR

12"CWS

6"RV

14" CTS

14" CTR14"CTR

8 X 14

22 X 14

IL

24X24

Y

18X14

20X16

CH

(TYPICAL)

7 TYP.

8TYP.

EF

3A

3B

1A

1B

AHU

SF

DDCPs

3" CTS/R

1" CWS

1" CWR

3/4" CWS

2B

4B

CHILLER ROOM PLAN - DEMOLITIONA6

M101

4' 8'04'

EDCBA B.5 EDCBA B.5

LSSW

HSWLS

LS H

HSSW

HSW

EDCBA B.5

LSH

zny-18061513-m101

2021-04-13T06:12:59-0400

ROBERT L BELTON

2021-04-12T07:34:34-0400

ANDREW G MACDONALD

ROOM PLAN - NEW WORK

HVAC AND HVAC PIPING CHILLER

ST

ZNY-18061513-M201

:5 lo tt e

EDCBA B.5

LSSW

HSWLS

HSSW

HSW

LSH

CE

2"

CI PN40

SUPPLY AND RETURN FOR DRAIN VALVE, AIR VENTS, AND CHEMICAL TREATMENT TAPS.

PROVIDE SCHEDULE 80 NPIPE NIPPLES AND STEEL BALL VALVES IN CONDENSER WATER

18 CONNECT NEW EXPANSION TANK TO EXISTING CONNECTION FROM OLD TANK.

19 REINSTALL STRAINER IN FCV-6 BYPASS PIPING.

20 PROVIDE BUTTERFLY ISOLATION VALVES IN CONDENSER WATER HEADERS.

21 REPLACE BUTTERFLY ISOLATION VALVES AT ENDS OF CONDENSER WATER HEADERS.

REFER TO SHEET M-703 FOR CONTROLS WORK.C.

AREA OF WORK. COORDINATE WITH FAA COR.

PROTECT CONTROLS INCLUDING JUNCTION BOXES AND CONDUIT TO REMAIN IN THE B.

.GENERAL NOTES

REFER TO SHEETS M001 AND M002 FOR MECHANICAL ABBREVIATIONS, SYMBOLS ANDA.

NEMA 4 ENCLOSURE.

POSITION FEEDBACK, VALVE POSITION INDICATOR, MANUAL ACTUATOR OVERRIDE, AND

120 VAC SINGLE-PHASE POWER SUPPLY. VALVE ACTUATOR SHALL BE PROVIDED WITH

PROVIDE BUTTERFLY VALVE ACTUATED BY MODULATING ELECTRIC ACTUATOR SUITABLE FOR

REFRIGERANT LEAK DETECTION SYSTEM.

POINTS. TEST AND VALIDATE EXISTING SEQUENCE OF OPERATION ASSOCIATED WITH

CONTROL WIRING TO NEW REFRIGERANT MONITOR. ONCE RECONNECTED, VERIFY CONTROL

PROVIDED BY MANUFACTURER. RECONNECT EXISTING POWER WIRING, INTERLOCK WIRING AND

PROVIDE REFRIGERANT MONITOR IN ACCORDANCE WITH REQUIREMENTS AND INSTRUCTIONS

MONITOR.

18"AFF AND 3/8" TUBING IN EMT CONDUIT FROM SAMPLING PORT TO REFRIGERANT

REQUIREMENTS AND INSTRUCTIONS PROVIDED BY MANUFACTURER. PROVIDE SAMPLING PORT

PROVIDE SAMPLING PORT AND CONNECT TO REFRIGERANT MONITOR IN ACCORDANCE WITH 4

AND ASSOCIATED WIRING AND CONDUIT.

TOWER SYSTEM IS REMOVED AT COMPLETION OF WORK, DEMOLISH LIGHT STROBE AND HORN

INSTALL STROBE AND HORN 6'-6" ABOVE THE FINISHED FLOOR. WHEN TEMPORARY COOLING

PROVIDE ALARM LIGHT STROBE AND HORN FOR TEMPORARY COOLING TOWER SYSTEM.

OF THE PIPE. CONNECT TO NEW SF-2.

REPLACE EXISTING 3" SAND FILTER CONNECTION WITH NEW CONNECTION TEE FROM BOTTOM 5

LOCATIONS TO MAXIMIZE MAINTENANCE ACCESS.

MANUFACTURER'S RECOMMENDATIONS. COORDINATE LOCATION WITH PUMP AND LOUVER

PROVIDE SF-2 AND HOUSEKEEPING PAD. CONNECT CTS PIPING TO SAND FILTER PER 6

INFORMATION.

EXISTING CHILLED WATER SYSTEM EXPANSION TANK PIPING. SEE SCHEDULE FOR ADDITIONAL

PROVIDE FLOOR MOUNTED VERTICAL EXPANSION TANK TK-19 AND 1" PIPING FROM TANK TO 7

PROVIDED BY MANUFACTURER.

AND CONNECT FLOW METER IN ACCORDANCE WITH REQUIREMENTS AND INSTRUCTIONS

DIAMETERS DOWNSTREAM FROM BENDS AND OBSTRUCTIONS FOR ACCURATE READING. INSTALL

PIPING. PLACE FLOW METER AT LEAST TEN PIPE DIAMETERS UPSTREAM AND FIVE PIPE

PROVIDE INSERTION TYPE ELECTROMAGNETIC FLOW METER ON CONDENSER WATER SUPPLY 8

TO ALIGN PIPES WITH PIPING ON ROOF.

12" CTS/R PIPING UP THROUGH ROOF. REMOVE OLD EXPANSION TANK SUPPORTS AS NEED

FIELD ROUTE 12" CTS AND 12" CTR TO AVOID CONDUITS, BUS DUCTS AND PIPING. ROUTE

PIPING.

FIELD ROUTE DOM. CW PIPING BELOW NEW CTS/R PIPING. RECONNECT TO EXISTING DOM. CW

11 OFFSET PIPE UP TO AVOID EXISTING BUS DUCTS AND CONDUITS.

WATER PIPE. PROVIDE NEW 1.5" DOM. WATER LINE TO SAND FILTER FOR BLOWDOWN.

RECONFIGURE CHILLED WATER PIPE SUPPORT TO PROVIDE SPACE FOR NEW CONDENSER

SPEED (TYP. OF 4 CONDENSER WATER PUMPS).

POSITION MARKED BY WHITE PAINT IF THE VFD FAILS AND THE PUMP IS OPERATED AT FULL

FULLY OPEN WHEN OPERATING PUMP ON VFD. BUTTERFLY VALVES MAY BE MOVED TO

VALVE AND BALANCE PUMP BY ADJUSTING PUMP VFD SPEED. BUTTERFLY VALVES MUST BE

BALANCE PUMP AND MARK VALVE POSITION WITH WHITE PAINT. OPEN DISCHARGE BUTTERFLY

SET PUMP VFD TO OPERATE AT 60 HERTZ. ADJUST DISCHARGE BUTTERFLY VALVE TO

STEEL BALL VALVE FOR STRAINER BLOWDOWN. RECONFIGURE PIPING PER DETAIL A5/M504.

PROVIDE BUTTERFLY ISOLATION VALVES FOR PUMP. PROVIDE SCHEDULE 80 PIPE NIPPLE AND

WITH FACILITY WATER TREATMENT VENDOR (CHEMTREAT).

PROVIDE WALCHEM W900 CHEMICAL TREATMENT CONTROL PANEL. COORDINATE REQUIREMENTS

AIR VENT OF CTS CONNECTION FROM 14" HEADER TO CHILLER (TYP. OF 4).

PROVIDE SCHEDULE 80 PIPE NIPPLE AND STEEL BALL VALVE WITH HOSE END AND CAP FOR

18X14

DDCPs

TK

12" CWR

12" CWS

AND PUMPS

SYSTEM TANKS

TREATMENT

ETR CHEMICAL

8 X 14 V

D 22 X 14

24X24

IL

S15

3" CTR

3AFCV

3" CTS 2" D

13 14

SF

12"CWS

EF

4 4

1" CWS

DDCP'S

1" CWS 1" CWR AHU

FM

12" CTR

4 4

14" CTR

2B

4B

1A

BT

1 2" D

STANDPIPE BELOW STAIR

ROUTE TO EX. DRAIN

CHILLER ROOM PLAN - NEW WORKA6

M201

6"RV

14" CTR

12" CTS

3"

4' 8'04' zny-18061513-m201

2021-04-13T06:13:25-0400

ROBERT L BELTON

2021-04-12T07:35:03-0400

ANDREW G MACDONALD

ZNY-18061513-M501

:5 lo tt e

"MAXIMUM LENGTH FOR RODS" IS EXCEEDED

"VERTICAL ANGLE" IN THE SCHEDULE IS REQUIRED IN ADDITION THE HANGER ROD ONLY WHEN

1-24

ROD CLIP OR EQUAL

"ELCEN" HANGER

1 MIN

2 MAX

1/8

HANGER MOUNT

VIBRATION ISOLATOR

_F6

ATTACHMENTS

HANGER ROD

PIPE SIZE

4" THRU 6"

40'-0" OC MAXIMUM

20'-0" OC MAXIMUM

40'-0" OC MAXIMUM

20'-0" OC MAXIMUM

INSTALL ONE TRANSVERSE BRACE AND ONE LONGITUDINAL BRACE AT EACH END OF THE TRAPEZE.

LONGITUDINAL BRACE SPACING

THAN OD OF BOLT)

SLEEVE 1/4" LARGER

PIPE SLEEVE (ID OF PIPE

DIRECTLY TO PIPE)

DO NOT CONNECT BRACING OR HANGER

THERMAL INSULATED PIPING IS USED

PIPE (FOR SIZE SEE SCHEDULE) (WHEN

CABLE BRACE

TRANSVERSE

(CABLE TYPE)

BRACE

DIAGONAL (TRANSVERSE) BRACE SPACING

PLACE STANDARD FLAT WASHERS BETWEEN SHEET METAL ANGLE AND NUT.

PROVIDE TRANSVERSE AND LONGITUDINAL BRACES FOR TRAPEZE SUPPORTS AS FOLLOWS:

3-1/2" & SMALLER

TYPICAL TRANSVERSE PIPE BRACING DETAIL

TYP

ATTACHMENT OR EQUAL

"ELCEN" WELDED BEAM

HEAVY TYPE OR EQUAL

"ELCEN" PIPE CLAMP-

3/16

COVER WELD

WASHER TO

SEE SCHEDULE 1

SEE SCHEDULE 1

2 ON THIS SHEET.

TYPE). SEE SCHEDULE

LONGITUDINAL BRACE (ANGLE

THIS SHEET

SCHEDULE 2 ON

(CABLE TYPE). SEE

LONGITUDINAL BRACE

ON THIS SHEET)

(SEE SCHEDULE 2

BOLT TO ANGLE

2 ON THIS SHEET)

ROD (SEE SCHEDULE

(SEE SCHEDULE 2)

LONGITUDINAL

(PER SCHEDULE 1)

FOR PIPE SIZE

ANGLE (SEE SCHEDULE 2)

ROD HANGER AND VERTICAL

LONGITUDINAL BRACE

THREADED STUD BOLT

4'-0"

3'-10"

& LONGITUDINAL

ANGLES

3"x3"x12 GA

SIZE

PIPE

ON TRAPEZE (LBS)

MAX DEAD LOAD

ANGLE

TO

BOLTS

SPAN

TRAPEZE

MAXIMUM

FOR RODS

37"

43"

50"

MAX LENGTH

3/4" DIA

ROD

2-1/2

3-1/2

5/8" DIA

7/8" DIA

3/4" DIA10108 3'-6"

1-5/8" x3-1/4" x16 GA TYPE E

TYPE F

TYPE G

62"

VERTICAL TRANSVERSE

(DOUBLE STRUT CHANNEL)

TRAPEZE SIZE

LONGITUDINAL ANGLE

OF DIAGONAL &

TOP CONNECTION

(1/4" CABLE)

(1/2" CABLE)

4'-0" 5/8" DIA

31"

BOLTS

TO L'S

VERTICAL

FOR RODS

37"

43"

56"

MAX LENGTH

3x3x12 GA

2x2x1/4 IN

TYPE C

OF DIAGONAL &

TOP CONNECTION

2-1/2 3/8" DIA

1/2" DIA

LONGITUDINAL L'S (A)(B)

L'S L'S

8 50" 3/4" DIA

TYPE G

MAX. SPACING (FT)

40 80

40 80

40 40

L'S (C)

TYPE D

TYPE E

SCHEDULE 1 NOTES

SCHEDULE 2 NOTES

TYPICAL LONGITUDINAL PIPE BRACING DETAIL

PARTIAL SECTION

TRAPEZE TYPE PIPE HANGER DETAIL=W/BRACINGCABLE BRACE

PLACE STANDARD FLAT WASHERS BETWEEN SHEET METAL L'S AND NUT

NOTE A)

(SEE

NOTE B)

(SEE (SEE NOTE C)

NOTE A)

NOTE B)

(SEE (SEE NOTE C)

TRANSV LONGIT

DWG)

SCHEDULE 1 THIS

BRACE (PER

SHIELD 12" LONG

(TYP BOTH SIDES)

CABLE BRACING

D6 D5

A6

HANGER SUPPORT

FOR CABLE BRACES.

REFER TO DETAIL D6/M604

THIS SHEET)

LONGITUDINAL ANGLE

THIS SHEET)

TRANSVERSE ANGLE

2-1/2x2-1/2x12 GA 3x3x16 GA

3x3x16 GA

3x3x1/4 IN

2-1/2x2-1/2x12 GA

2-1/2x2-1/2x1/4 IN

1" DIA

1 1/8" DIA

1" DIA2x2x1/4 IN

D. TABLE BASED ON SMACNA TABLE AA-7. RESTRAINT SYSTEMS ENGINEERED BY LICENSED

PROFESSIONAL ENGINEER THAT ARE EQUIVALENT TO SMACNA REQUIREMENTS MAY BE SUBSTITUTED.

PROFESSIONAL ENGINEER THAT ARE EQUIVALENT TO SMACNA REQUIREMENTS MAY BE SUBSTITUTED.

TABLE BASED ON SMACNA TABLE AA-8. RESTRAINT SYSTEMS ENGINEERED BY LICENSEDD.

3"x3"x1/4 IN

1-5/8" x3-1/4" x16 GA

SCHEDULE 1 - BRACING PIPES ON TRAPEZE SCHEDULE 2 - BRACING PIPES

NOTED AND THAT THE MAXIMUM TRAPEZE SPAN AND SIZE AT DIAGONAL BRACES NOTED IN THE SCHEDULE ARE MAINTAINED.

USED IF THE TOTAL COMBINED WEIGHT OF THE PIPES ON A TRAPEZE IS EQUAL TO OR LESS THAN THE "MAX DEAD LOAD"

LIMITS THE NUMBER OF 6" PIPES TO THREE, AND 8" PIPES TO TWO. HOWEVER, ANY COMBINATION OF PIPES CAN BE

THIS SCHEDULE IS BASED ON FOUR EQUAL SIZED PIPE ARRANGEMENT FOR PIPE 5" AND SMALLER. THE SCHEDULE ALSO

M000A

MUST BE CAPABLE OF RESISTING THE FORCE INDUCED BY EXPANSION AND CONTRACTION.

FOR PIPING WITH MANUFACTURED BALL JOINTS, SELECT LENGTH OF PIPING OFFSET

USING "SEISMIC DRIFT IN PLACE OF EXPANSION PER JOINT MANUFACTURER'S

SEE SPECIFICATIONS FOR SEISMIC RESTRAINTS FOR FIRE SPRINKLERS.

BRACINGS AT ANCHOR POINTS. THE LONGITUDINAL BRACES AND THE CONNECTIONS

WHEN THERMAL EXPANSION OR CONTRACTION IS INVOLVED, PROVIDE LONGITUDINAL

LONGITUDINAL BRACINGS SHALL BE AT 40'-0" OC MAXIMUM UNLESS OTHERWISE NOTED.

BE PROVIDED BY EXPANSION LOOPS OR MANUFACTURED FLEXIBLE CONNECTORS.

OF SWING JOINTS. IN WELDED OR SOLDER JOINT PIPING, THE FLEXIBILITY SHALL

FOR THREADED PIPING, THE FLEXIBILITY MAY BE PROVIDED BY THE INSTALLATION

DO NOT USE BRANCH LINES TO BRACE MAIN LINES.

AND A METAL DECK WITH LIGHTWEIGHT CONCRETE FILL.

DURING AN EARTHQUAKE. EXAMPLES: WALL AND A ROOF; SOLID CONCRETE WALL

OR TWO DISSIMILAR BUILDING SYSTEMS THAT MAY RESPOND IN A DIFFERENT MODE

A RIGID PIPING SYSTEM SHALL NOT BE BRACED TO DISSIMILAR PARTS OF A BUILDING

NOTED.

DIAGONAL (TRANSVERSE) BRACINGS SHALL BE AT 40'-0" OC MAXIMUM UNLESS OTHERWISE

EXCEPTIONS:

1. VERTICAL PIPING

2. HORIZONTAL PIPING

OVER 2 STORIES IN HEIGHT, AT EACH FLOOR BY APPROVED METAL FLOOR CLAMPS.

REQUIRED TO HAVE A FIRE RESISTANCE RATING.

THROUGH GYPSUM BOARD OR EQUALLY FRANGIBLE CONSTRUCTION THAT IS NOT

SHALL NOT BE LESS THAN 1 INCH. NO CLEARANCE IS NECESSARY FOR PIPING PASSING

FOR PIPE SLEEVES THROUGH WALLS AND FLOORS, MINIMUM CLEARANCE ON ALL SIDES

RECOMMENDATION. SEISMIC DRIFT = 0.015 FT PER FOOT OF HEIGHT.

SUPPORTED PIPES CONNECT TO EQUIPMENT WITH VIBRATION ISOLATORS.

PASS THROUGH BUILDING SEISMIC OR EXPANSION JOINTS OR WHERE RIGIDLY

TRAPEZE HANGERS MAY BE USED. PROVIDE FLEXIBILITY IN JOINTS WHERE PIPES

SHALL BE THE SAME AS FOR 2 1/2" PIPES.

EQUIPMENT ROOMS. BRACING REQUIREMENTS FOR PIPES LESS THAN 2 1/2" IN DIAMETER

1. BRACE PIPING 1 1/4" AND LARGER LOCATED IN BOILER ROOMS AND MECHANICAL

BY AN INDIVIDUAL HANGER.

OR LESS FROM THE SUPPORTING STRUCTURAL MEMBER AND THE PIPE IS SUSPENDED

2. SEISMIC BRACES MAY BE OMITTED: WHEN THE TOP OF THE PIPE IS SUSPENDED 12"

SYSTEM CONFORMING TO THE FOLLOWING REQUIREMENTS MUST ALSO BE USED.

DETAILS SHOWN PROVIDE A LATERAL BRACING SYSTEM. A TYPICAL VERTICAL SUPPORT

BRACE PIPES 2 1/2" DIAMETER AND LARGER:

P.

K.

EXISTING TO REMAIN PIPING.

SPECIFICATIONS SHALL BE SUBMITTED INDICATING BRACING FOR BOTH NEW AND

SHOP DRAWINGS AND DESIGN CALCULATIONS SATISFYING THE REQUIREMENTS OF THE

BRACING AND CONNECTION SCHEDULES AND DETAILS ARE FOR REFERENCE ONLY.

RISER AND AT INTERMEDIATE POINTS NOT TO EXCEED 30'-0" ON CENTER.

GRAVITY OF THE RISER. PROVIDE LATERAL GUIDES AT THE TOP AND BOTTOM OF THE

SUPPORT THE WEIGHT OF THE RISER AT A POINT OR POINTS ABOVE THE CENTER OF

PROVIDE THROUGH APPROVED SUBMITTAL, AT VERTICAL PIPE RISERS, WHEREVER POSSIBLE,

IN PLACE OF THE BRACES SHOWN IN THESE DETAILS AND SCHEDULES.

TYPE BRACING. PROPRIETARY BRACING SYSTEMS APPROVED BY THE COR MAY BE USED

DETAILS AND SCHEDULES ON THIS SHEET DEPICT BOTH STEEL ANGLE TYPE AND CABLE

PIPE AND CONTENTS. STACKS SHALL BE SUPPORTED AT THEIR BASES AND IF

INTERVALS TO KEEP THE PIPE IN ALIGNMENT AND CARRY THE WEIGHT OF THE

(A) ATTACHMENT - VERTICAL PIPING SHALL BE SECURED AT SUFFICIENTLY CLOSE

NOT LESS THAN EVERY OTHER STORY HEIGHT.

(B) SCREWED PIPE - SCREWED PIPE SHALL BE SUPPORTED AT

THEIR APPROVED INSTALLATION STANDARDS.

(D) PIPES OF OTHER APPROVED MATERIAL SHALL BE SUPPORTED IN ACCORDANCE WITH

FOOT INTERVALS FOR PIPING 1 1/2" AND SMALLER IN DIAMETER.

FOR PIPING 1 1/2" AND LARGER DIAMETER AND AT NOT MORE THAN 6

(C) COPPER TUBING - COPPER TUBING SHALL BE SUPPORTED AT EACH STORY

INTERVALS TO KEEP IT IN ALIGNMENT AND PREVENT SAGGING.

(A) SUPPORTS - HORIZONTAL PIPING SHALL BE SUPPORTED AT SUFFICIENTLY CLOSE

D.

F.

H.

I.

J.

L.

N.

M.

O.

SHALL BE BRACED OR STABILIZED BETWEEN FLOORS.

BRACED ON EACH SIDE OF A CHANGE IN DIRECTION OF 90^ OR MORE. RISER JOINTS

WHERE THE TOP OF THE PIPE IS 12" OR MORE FROM SUPPORTING STRUCTURE, SHALL BE

CAST IRON PIPE OF ALL TYPEs AND PIPES JOINED WITH A SHIELD AND CLAMP ASSEMBLY, THE BRACING IS INSTALLED WITHIN 24" OF THE ELBOW OR TEE OF SIMILAR SIZE.

LONGITUDINAL BRACING FOR THE PIPE SECTION CONNECTED PERPENDICULAR TO IT IF

DIAGONAL (TRANSVERSE) BRACING FOR ONE PIPE SECTION MAY ALSO ACT AS

M501 M501

M501

M501

SEE SCHEDULE 1 ON M502.

M502

1 ON M501)

L'S (SEE SCHEDULE

AND LONGITUDINAL

FOR VERTICAL, DIAGONAL

TO BE THE SAME

SUPPORTING MEMBER

CONNECT TO STRUCTURAL

GENERAL NOTES FOR BRACING PIPES:

SCALE: NTS SCALE: NTS

D8

M501 SCALE: NTS

zny-18061513-m501

2021-04-13T06:13:38-0400

ROBERT L BELTON

2021-04-12T07:35:33-0400

ANDREW G MACDONALD

ZNY-18061513-M502

:0 lo tt e

STEEL BEAM

STEEL BEAM

12'-0" (MAX)

OR EQUIVALENT WELDED CONN)

Q

Q

EQEQ

(TYP EACH END)

CONNECTION TO STEEL BEAMS

CUT WASHER

EQUALEQUAL

3"

OR HARDROCK)

CONCRETE (LT WT

STEEL DECKING

CONCRETE FILL ON

DECKING RIBS

'L' PARALLEL TO

HORIZONTAL LEG OF

(SEE SCHEDULE)

SPREADER CHANNEL

SEE APPLICABLE SCHEDULE)

(FOR SIZE AND BOLTING

VERTICAL AND DIAGONAL L'S

ANGLE ONLY)

(USED FOR VERTICAL

"ELCEN" TYPE OR EQUAL

STEEL BEAM CLAMP

SAME AS DETAIL A

ITEMS NOT NOTED

DETAIL F DETAIL G

AS REQUIRED

FILLER PLATES

(2-5/8" MACHINE BOLTS EACH LEG

AND LONGITUDINAL ANGLES

USE WITH VERTICAL, DIAGONAL

CONNECTIONS TO SPREADERS

1 1/4" TYP

3 3/4"

4 1/2"

3 1/2"

L4 x 3 1/2 x 3/8 x 0'-5 1/2"

APPLICABLE SCHEDULE)

REQUIRED (FOR SIZE SEE

LONGITUDINAL "L" AS

ROPE THIMBLES

HEAVY WIRE

U-BOLT CLAMPS

WITH 5/8" DIA PIN

CHAIN SHACKLE

1/2" (MIN) ROUND PIN

SCHEDULE 1 - TYP CONNECTIONS TO STRUCTURAL SUPPORTING MEMBERS

C4x5.4

C5x6.7

C8x11.5

C4x5.4

POUNDS

CAPACITY

MAX LOAD

SPREADER

2-L4x3x3/8x0'-4" LLH1/2"x2

5/8"x2

3/4"x2

5/8"x4

C6x8.5

4600 C9x13.4

3/4"x47040 C10x15.3

3/8"

3/8"

1/2"

5/8"

3/4"

7/8"

L3-1/2x2-1/2x3/8x0'-3" LLH

L5x3x3/8x0'-3" LLH

2-L5x3x3/8x0'-4" LLH

2-L6x3-1/2x3/8x0'-4" LLH

2-L5x3x3/8x0'-10" LLH

5/8"

2-L6x3-1/2x1/2x0'-11 1/2"LLH

STRUCTURAL MEMBER

SIZE OF ANGLE TO SUPPORTING

1 ON THIS SHEET)

(SEE SCHEDULE

MACHINE BOLT

(SEE SCHEDULE 1

EXPANSION ANCHOR

(SEE SCHEDULE 1

DOUBLE ANGLE

(SEE SCHEDULE 1)

W/1 EXPANSION BOLT

W/3/16 PLATE @ MIDLENGTH

L3 1/2x3 1/2x 1/4x0'-4"

FOR 4 EXP BOLTS USE L LENGTH OF 1'-3"

FOR 2 EXP BOLTS USE L LENGTH OF 0'-7"

MIN TYP

1 1/4"

1/ 4"

CONNECTIONS TO CONCRETE DETAIL

1 ON THIS SHEET)

(SEE SCHEDULE

MACHINE BOLT

DETAIL E

FOR CABLE BRACING

TYPICAL TOP CONNECTION

TYPE A & B

DETAIL A

TYPE C, D & E

DETAIL B

TYPE F & G

DETAIL C

TYPE A & B

DETAIL D

SCHEDULE 1

ANGLE (SEE

NOTE 1)

(DIA&QTY)

TO LT WT CONC

EXPANSION ANCHORS

(DIA)

END OF BRACE

BOLT SIZE AT

(SEE NOTE 2)(SEE NOTE 3)

SWAY BRACING ANCHORAGE

TYPICAL SEISMIC DETAIL FOR

HEX NUT AND ANGLES

WASHER BETWEEN

PLACE STANDARD CUT

NOTE: EXP ANCHORS @ 4" OC TYP

LENGTH SHALL BE DETERMINED FROM MANUFACTURER'S RECOMMENDATIONS ON ANCHOR CAPACITY.

THE DIAMETERS OF EXPANSION ANCHORS ARE INDICATED IN THIS SCHEDULE. ANCHOR EMBEDMENT4.

(LBS)

TABLE 8.2

SMACNA

TEST LOAD

2000 50

2300 80

2000 EACH

2300 EACH

3700 EACH

2300 EACH

3700 EACH

50 EACH

80 EACH

150 EACH

80 EACH

150 EACH

HANGER

SUPPORT

DOUBLE STRUT GALVANIZED STEEL CHANNEL

INSULATION

CLEARANCE

(FOR INSULATED PIPE)

1/4" MIN RADIAL

1/2" STUD NUT

W/ SPRING

HOLD DOWN

CLAMP

GALVANIZED

STEEL SHIELD (360^)

W/1" MIN OVERLAP

MINIMUM 12" LONG

CENTERED ON

SUPPORT W/BAND

CLAMP BOTH ENDS

DOUBLE STRUT

GALVANIZED

STEEL CHANNEL

TRAPEZE TYPE PIPE HANGER DETAIL W/O BRACING PIPE CLAMP ASSEMBLYF8 F6

1. ANCHOR BOLT SIZE AND QUANTITY FOR SPECIFIED SEISMIC FORCES.

ADJUSTABLE

WROUGHT CLEVIS

HANGER

SUPPORT

RIGID PIPE

GALV SHIELD

12" LONG

SINGLE PIPE HANGER DETAIL W/O BRACINGD8

1. MATCH HANGER SUPPORT TO OD OF INSULATION FOR INSULATED LINE,

2. MATCH HANGER SUPPORT TO OD OF PIPE FOR UNINSULATED LINES.

7 1/2"

9"G

1 3/8"

1 3/4"B

1. IN LIEU OF ANGLE, CABLE BRACING MAY BE USED. SEE DETAIL E

ENOUGH TO REMOVE SAG

SIZE. TENSION CABLE ONLY

SCHEDULE 2 ON M000A FOR

7x7 AIRCRAFT CABLE (SEE

INSTALL LEAK DETECTION CABLE

BETWEEN INSULATION AND PVC

JACKET (TYP FOR ALL)

INFORMATION

D FOR ATTACHMENT ANGLE

NOTE: SEE DETAILS A THROUGH

DD D

'D' EA WAY

CONNECTION TO STEEL DETAIL

LISTED ARE FOR WEDGE TYPE ANCHORS.

IMMEDIATELY ADJACENT ANCHORS MUST THEN ALSO BE TESTED. TEST LOAD AND TEST TORQUE VALUES

ARRANGEMENT) SHALL BE PROOF TESTED IN ACCORDANCE W/SMACNA TABLE 8-2. IF ANY ANCHOR FAILS, 100 PERCENT OF EXPANSION TYPE ANCHORS USED FOR SEISMIC BRACING…