PARSONS NORTH TERMINAL PROJECT · PDF filelouis armstrong new orleans international airport new orleans, ... trench drains date required: ... pd-1 planter drain --- --- 3" --- zurn

PARSONS BRINCKERHOFF

NORTH TERMINAL PROJECT

LOUIS ARMSTRONG NEW ORLEANS INTERNATIONAL AIRPORT

NEW ORLEANS, LOUISIANA

TRANSMITTAL COVER

Date : 09/06/2016 To:

Company: HGBM Person: Document Control

Submitted on Behalf of: NOAB

Document Title: OSI MCA-DSl-0014

Number of Copies: One (1) Electronic

Transmittal#: 04002-006-01 From:

Company: PB Person: Jim Stievater

Document Attached: CCAT MCA-DSl-0014, RFI 00713, NT PG 7002, NT PT 1103, NT PT 1105, NT PT 1113, NT PT 1115 Action: Delivered Via: Email

D No CosUTime Impact. Proceed with the work indicated. Advise within 14 days if there is any Cost or Time Impact.

D Cost Decrease. Proceed with the work. Submit credit proposal for Review. D Cost Increase. Proceed with the work on a T&M Basis. Cost to be submitted when work is complete. ~ Cost Increase. Proceed with the work. Submit proposal. D Cost Increase. Do not proceed with work. Submit proposal. D VE/Conformed Documents Implementation

Comments: Revisions made to plumbing drawings to eliminate floor drain, and add trench drain, at North Terminal Trash Rooms

Attached: CCAT MCA-DSl-0014, I 00713, NT PG 7002, NT PT 1103, NT PT 1105, NT PT 1113 and NT PT 1115

Construction Manager Approval· ....,, ... ,.c:=='"=-j-----'=--+-"..,__-=""""'---="----------="c....+----f-.C-~

CC: File PB-Chris Spann Document Control @HGBM-JV.com [email protected]

Attachments: Partial sheets: None

Reissued full sheets:

NNTT PPGG 77000022,, NNTT PPTT 11110033,, NNTT PPTT 11110055,, NNTT PPTT 11111133,, NNTT PPTT 11111155

By: Chad Blanchard

DESIGNER SUPPLEMENTAL INSTRUCTIONS

DSI NO. MCA-DSI-0014

DDAATTEE:: 09/02/2016

PPRROOJJEECCTT NNAAMMEE:: NNOOAABB PPrroojjeecctt ##

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Note: if the following information is deemed to have an impact on GMP Price or time, submit a proposal for Owner approval before proceeding with this DSI. If approved by Owner, the resulting contract change will be incorporated in the next formal Change Order.

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From: Dean Schuerman To: Cedric Johnson CC: Daniel Taylor, David Daileda, Jason Levy, David Zelig, Sara Delahoussaye, Raymond Symanski, Brian Anderson, Carlos Giron,

Brian Miller, Relinda Julien, Arthur Malbroue, James Green, Kerwin Julien jr, Kerwin Julien, Chad Blanchard, Greg DeCoursey, Erik Sweet,

RFI 00713 From Cedric Johnson

To Dean Schuerman

CC Cinda Denoux, Daniel Taylor, Jason Levy, Raymond Symanski, Scott Rydin, Cedric Johnson, Cindy Shields, David Daileda, Kiet Vo, Sara Delahoussaye

Project North Terminal Project - NOLA (MSY) Construction

Subject Vol 3.2.1_NT AT 1113, 6301 _Detail 5, NT AT 1115, 6302_Detail 6, Vol 3.3.1_NT PT 1113, 1116_Terminal_Trash Compactor Room Trench Drains

Subject: Vol 3.2.1_NT AT 1113, 6301 _Detail 5, NT AT 1115, 6302_Detail 6, Vol 3.3.1_NT PT 1113, 1116_Terminal_Trash Compactor Room

Trench Drains Date Required: 2016-08-04 Cost Impact: No Cost Amount:

Question: Terminal Drawings NT AT 1113 (enlarged plan NT AT 6301 detail 6) & NT AT 1115 (enlarged plan NT AT 6302 detail 6) indicate a trench drain in the trash compactor room. Plumbing Drawings indicate a floor drain in this area instead of a trench drain. At the request of HGBM-JV BIM Department, please verify if a trench drain is required in these two locations instead of a floor drain?

Suggestion:

Answer:

NOTE: An RFI response cannot change the requirements of the Contract Documents. Response By: Dean Schuerman Date: 09/02/2016 CCAT Response: Confirmed. Provide trench drain in lieu of floor drain at trash compactor rooms. See attached MCA-

DSI-0014 and JEC-DSI-0017. We have reviewed for compliance with the IFC documents, however, be aware that the west Trash room 1305 is currently under redesign and that potential changes may alter or delete this information. Cost Impact: Potential net add for deleting floor drain and adding trench drain at two locations. Pursuant to paragraph 4.2.14 of the General Conditions of the Contract, the Engineer of Record provides the following response to the referenced RFI. This RFI response does not constitute a Construction Change Directive, and does not authorize changes in project scope, contract price or time. Refer also to Article 7 of the General Conditions and for AIP work to Article 50-16 of the FAA General Provisions. RFI’s are to be returned for reconsideration if there is a cost or schedule impact.

R E Q U E S T F O R I N T E R P R E T A T I O N

PLUMBING FIXTURE SCHEDULE

WC-2

L-1

L-2

DF-1

MB-1

UR-1

UR-2

HB-1

WH-1

SH-1

SD-1

FD-1

WATER CLOSET (ADA)

LAVATORY

LAVATORY (ADA)

DRINKING FOUNTAIN

MOP BASIN

URINAL

URINAL (ADA)

HOSE BIBB

WALL HYDRANT

SHOWER FAUCET

SHOWER DRAIN

FLOOR DRAIN

1"

---

3/4"

3/4"

3/4"

3/4"

1/2"

---

---

1/2"

---

---

---

---

1/2"

---

3"

2"

2"

2"

---

---

---

3"

2"

2"

2"

2"

---

---

---

2"

--- 1/2" 2" 2"

1/2" --- 2" 2"

3/4" 3/4" 3" 2"

--- --- 3" 2"

KOHLER

KOHLER

HALSEY TAYLOR

FIAT

KOHLER

KOHLER

WOODFORD

ZURN

ZURN

K-5400

K-5400

OVL-II BI-LEVEL

MSB-2424

K-4991-ER

24C

Z1300

Z415B-P-VP

KOHLER K-4323

K-4991-ER

BOTH FOUNTAINS SHALL INCLUDE PUSHBAR ON THE BOTH SHALL INCLUDECONTOUR-FORMED BASINS TO ELIMINATE SPLASHING AND STANDING WATER, AND

SHALL HAVE ROUNDED CORNERS AND EDGES. EACH PROJECTOR SHALL BETWO-STREAM, MOUND-BUILDING TYPE WITH INTEGRAL HOOD GUARD AND ANTI-SQUIRT

FEATURE. FOUNTAIN SHALL COMPLY WITH ANSI 117:1 AND ADA FOR VISUAL AND MOTIONDISABILITIES. THE MANUFACTURER SHALL CERTIFY THE UNIT TO MEET THE

REQUIREMENTS OF ANSI/NSF 61, AND THE SAFE DRINKING WATER ACT.

ZURN, FLORESTONE, ACORNENG. OR APPROVED EQUAL

J.R. SMITH, WADE, ZURN, ORAPPROVED EQUAL

J.R. SMITH, WADE, WATTS,OR APPROVED EQUAL

MARK

WC-1

TYPE

WATER CLOSET

MANUFACTURER MODELDCW

1"

DHW

---

WASTE

3"

VENT

2"VITREOUS CHINA, ONE PIECE, WALL HUNG, FLUSH VALVE, 14" HIGH

ELONGATED BOWL DIRECT-FED SIPHON JET ACTION, 1-1/2" INLET BACK SPUD,2" BALLPASS TRAPWAY 1.6 GAL PER FLUSH

DESCRIPTION

KOHLER K-4323

BASIS OF DESIGN

ELJER, AMERICAN STANDARD,TOTO, OR APPROVED EQUAL

OTHER ACCEPTABLEMANUFACTURERS

SLOAN 152-1.6 ES-S TMO SWBWITH EL-154 TRANSFORMER


FAUCETS/FLUSH VALVES

VITREOUS CHINA, ONE PIECE, WALL HUNG, FLUSH VALVE, 17" HIGH ELONGATEDBOWL DIRECT-FED SIPHON JET ACTION, 1-1/2" INLET BACK SPUD, 2" BALLPASS

TRAPWAY 1.6 GAL PER FLUSH, OPEN FRONT PLASTIC SEAT

TRIM ACCESSORIES

MOLDED STONE IN MATCHED METAL DIES UNDER HEAT AND PRESSURE ONEPIECE BASIN, 24 X 24 X 10 DEEP, 3-1/2" DRAIN OPENING STAINLESS STEEL FLAT

GRID STRAINERFIAT 830-AA



VITREOUS CHINA WALL HUNG, REAR OUTLET, REAR SPUD, FLUSHING RIM, LOWCONSUMPTION, WASHOUT FLUSH ACTION EXTENDED PRIVACY SHIELDS, 2 INCH OUTLET

CONNECTION, WALL HANGERS, MEETS ANSI FLUSH REQUIREMENTSVITREOUS CHINA WALL HUNG, REAR OUTLET, REAR SPUD, FLUSHING RIM, LOW

CONSUMPTION, WASHOUT FLUSH ACTION EXTENDED PRIVACY SHIELDS, 2 INCH OUTLETCONNECTION, WALL HANGERS, MEETS ANSI FLUSH REQUIREMENTS, ADA COMPLIANT

J.R. SMITH, WOODFORD, WATTS,OR APPROVED EQUAL

FCO FLOOR CLEAN OUT --- --- 3" 2" ZURN Z1400-VP

DURA-COATED CAST IRON BODY WITH BOTTOM OUTLET, COMBINATION INVERTIBLEMEMBRANE CLAMP AND ADJUSTABLE COLLAR, TYPE 'B' STRAINER TRAP PRIMER

CONNECTION, 1 - 3" EXTENSION ADAPTER, VANDAL PROOF SCREWSADJUSTABLE POLISHED BRONZE FLOOR CLEANOUT, DURA-COATED CAST IRON BODY

WITH GAS AND WATER TIGHT ADS TAPERED THREAD PLUG, ROUND SECURED TOP,VANDAL PROOF SCREWS, NO HUB CONNECTION


PD-1 PLANTER DRAIN --- --- 3" --- ZURN Z350-GDOME TYPE PLANTING AREA DRAIN, DURA-COATED CAST IRON BODY WITH BOTTOM

OUTLET COMPLETE WITH COMBINATION MEMBRANE FLASHING CLAMP/GRAVELGUARD, LOW SILHOUETTE DOME AND STAINLESS STEEL MESH SCREEN OVER DOME.


ENCASED ECOLOTROL "ANTI-SIPHON" AUTOMATIC DRAINING WALL HYDRANT FOR FLUSHINSTALLATION. COMPLETE WITH NON-FREEZE TYPE INTEGRAL BACKFLOW PREVENTER,BRONZE CASING, ALL BRONZE INTERIOR PARTS, NON-TURNING OPERATING ROD WITH

FREE-FLOATING COMPRESSION CLOSURE VALVE, REPLACEABLE BRONZE SEAT AND SEATWASHER. NICKEL BRONZE BOX AND HINGED COVER WITH OPERATING KEY LOCK AND

"WATER" CAST ON COVER.

SLOAN ETF-600-B FOR SINGLE LAVATORYSLOAN ETF-600/EL-208 FOR BANK OF 6 OR LESS

SLOAN ETF-600-B FOR SINGLE LAVATORYSLOAN ETF-600/EL-208 FOR BANK OF 6 OR LESS

ENAMELED CAST IRON, UNDER MOUNT TYPEELJER, AMERICAN STANDARD,TOTO, OR APPROVED EQUAL

ELJER, AMERICAN STANDARD,TOTO, OR APPROVED EQUAL ENAMELED CAST IRON, UNDER MOUNT TYPE

ELKAY, OASIS, BRADLEY, ORAPPROVED EQUAL

ANTI-SIPHON VACUUM BREAKER BRASS EXTERIOR FINISH, WHEELE HANDLE WITHOPTIONAL LOOSE KEY TEE, BRASS CONSTRUCTION WITH ADJUSTABLE PACKING NUT,

TEFLON IMPREGNATED PACKING AND STANDARD 'O' RING

TRUEBRO GUARD 2 WITH OFFSETTRAP

McGUIRE 165

McGUIRE 165

SLOAN 152-1.6 ES-S TMO SWBWITH EL-154 TRANSFORMER

SLOAN 195-1.5 ES-S

SLOAN 195-1.5 ES-S

BRILL SYSTEM TOILET SEATOR APPROVED EQUAL

BRILL SYSTEM TOILET SEATOR APPROVED EQUAL

WC-3 1" --- 3" 2" ACORN ENGINEERING 1675-W-1WATER CLOSET(SECURITY ADA)

PROVIDE AND INSTALL ACORN PENAL-WARE BLOWOUT JET TOILET (SPECIFY MODELNUMBER AND OPTIONS). TOILET BOWL SHALL BE FABRICATED FROM 14 GAGE, TYPE 304

STAINLESS STEEL. CONSTRUCTION SHALL BE SEAMLESS WELDED AND EXPOSEDSURFACES SHALL HAVE A SATIN FINISH. TOILET SHALL BE CONCEALED BLOWOUT JETTYPE WITH AN ELONGATED BOWL, A SELF-DRAINING FLUSHING RIM, AND AN INTEGRAL

CONTOURED SEAT. TOILET SHALL MEET ASME A112.19.3-2008 AND CSA B45.4-2008REQUIREMENTS AND WILL FLUSH WITH A MINIMUM OF 25 PSI FLOW PRESSURE WHEN

USED IN CONJUNCTION WITH A MINIMUM OF 1.6 GPF. TOILET TRAP SHALL HAVE AMINIMUM 3-1/2" SEAL THAT SHALL PASS A 2-1/8" DIAMETER BALL AND BE FULLYENCLOSED. FIXTURE SHALL WITHSTAND LOADINGS OF 3,000 POUNDS WITHOUT

PERMANENT DAMAGE. FIXTURE SHALL BE FURNISHED WITH NECESSARY FASTENERSFOR PROPER INSTALLATION.

BRADLEY, WILLOUGHBY,KINDRED, OR APPROVED EQUAL

L-3 --- 1/2" 2" 2" AMERICAN STANDARD SLOAN ETF-600-B FOR SINGLE LAVATORYSLOAN ETF-600/EL-208 FOR BANK OF 6 OR LESS

ELJER, AMERICAN STANDARD,TOTO, OR APPROVED EQUAL McGUIRE 165LAVATORY (ADA) TRUEBRO GUARD 2 WITH OFFSET

TRAP

RD-1 ROOF DRAIN --- --- 8" --- ZURN J.R. SMITH, WADE, WATTS,OR APPROVED EQUAL

VITREOUS CHINA, COUNTER TOP, 20 X 18 OVAL BOWL, SELF RIMMING, FRONTOVERFLOW, FAUCET LEDGE, TEMPLATE WITH COLOR MATCHING SEALANTAQUALY 476.028

WCO WALL CLEANOUT --- --- SEE PLANS --- ZURN J.R. SMITH, WADE, WATTS,OR APPROVED EQUALZ1446

Z187

CLEANOUT TEE, DURA-COATED CAST IRON BODY, GAS ANDWATERTIGHT ABS TAPERED THREAD PLUG, AND ROUND, SMOOTHSTAINLESS STEEL WALL ACCESS COVER WITH SECURING SCREW.

MB-2 MOP BASIN 3/4" 3/4" 3" 2" FIAT MSB-3636 ZURN, FLORESTONE, ACORNENG. OR APPROVED EQUAL

MOLDED STONE IN MATCHED METAL DIES UNDER HEAT AND PRESSURE ONEPIECE BASIN, 36 X 36 X 10 DEEP, 3-1/2" DRAIN OPENING STAINLESS STEEL FLAT

GRID STRAINERFIAT 830-AA

PH-1 POST HYDRANT 1" --- --- --- JAY R. SMITH 5906LF ZURN, WADE, WATTS, ORAPPROVED EQUAL

ZURN FD2251 J.R. SMITH, WADE, WATTS,OR APPROVED EQUAL

COMPLETE WITH A PVC OR ABS BODY, CAST IRON DRAIN HEAD, ANDSTAINLESS STEEL FRAME AND SECURED SLOTTED STRAINER. SOLVENT

WELD OUTLET CONNECTION FITS OVER 2".

J.R. SMITH, WADE, WATTS,OR APPROVED EQUALSYMMONS TEMPTROL 2000 25-1

PRESSURE BALANCING MIXING VALVE WITH ADJUSTABLE STOP SCREWTO LIMIT HANDLE TURN, CLEAR-FLO SHOWER HEAD WITH ARM AND

FLANGE.

SLOAN PRISON MODEL FLUSHOMETER 611-1.6

S-1 SINK 1/2" 1/2" 2" 2" ELKAY LR2219PD ELJER, AMERICAN STANDARD,TOTO, OR APPROVED EQUAL

18 GAUGE STAINLESS STEEL SINGLE COMPARTMENT COUNTER TOP SINK, SELF-RIMMING,HAND BLENDED SATIN FINISH, 3-1/.2" DRAIN OPENING, 3 HOLE PUNCH, 8" O.C. HEAVY DUY

SOUND COATED UNDERSIDE

NON-FREEZE ROOF HYDRANT WITH GALVANIZED CASING ANDADJUSTABLE FLOW WHEEL LOCK HANDLE WITH DECK FLANGE AND

UNDER DECK CLAMP.

ZURN Z-831A1

8 X 12 SCUPPER DRAIN, DURA-COATED CAST IRON BODY WITH REVERSIBLEBACK OR BOTTOM OUTLET, OBLIQUE ALUMINUM GRATE WITH 90°

COMBINATION FRAME AND MEMBRANE FLASHING CLAMP.

WF-1 WALL FAUCET 3/4" 3/4" --- --- FIAT FIAT 830-AAFIAT 830-AA J.R. SMITH, WADE, WATTS,OR APPROVED EQUAL

CHROME PLATED WITH VACUUM BREAKER, INTEGRAL STOPS, ADJUSTABLE WALLBRACE, PAIL HOOK AND 3/4” HOSE THREAD ON SPOUT. BODY INLETS 8” CENTER TO

CENTER, FOUR ARM HANDLES. VALVES CONTAIN RENEWABLE HUB, RENEWABLE SEATS,SWIVEL DISCS, ENCASED WASHERS AND BRASS WASHER SCREWS.

ZURN Z895 J.R. SMITH, WADE, WATTS,OR APPROVED EQUALTD-1 --- --- 4" ---

TRENCH DRAIN(WITH TRAFFIC GRADE

GRATE)

CHANNELS SHALL BE 60" LONG, 12" WIDE AND HAVE A 9-1/8" THROAT. MODULAR CHANNELSECTIONS SHALL BE MADE OF 12GA. FABRICATED STAINLESS STEEL CONFORMING TO

ASTM A-240 (TYPE 304). CHANNELS SHALL HAVE A BOLTED, FLANGED CONNECTIONBETWEEN CHANNEL SECTIONS THAT WILL NOT SEPARATE DURING THE INSTALLATION,GASKETS AVAILABLE. CHANNELS SHALL WEIGH LESS THAN 4.15 LBS. PER LINEAR FOOT,

HAVE A SMOOTH, 1-1/2" RADIUSED SELF CLEANING BOTTOM WITH A MANNING’SCOEFFICIENT OF .009 AND 1.04% OR NEUTRAL 0% BUILT IN SLOPE. CHANNELS SHALL

HAVE FEET FOR PATTY POUR OR LEVELING STUDS STANDARD TO SECURE TRENCH INITS FINAL LOCATION 10-0" LONG.

16 GALLON "AQUAGUARD" GRAVITY-FLOW PORTABLE EYE WASH UNIT WITH HEAVY DUTYPOLYETHYLENE TANK, WALL OR COUNTER MOUNTED. PROVIDE WALL BRACKET.

SUPPLIED WITH 3' DRAIN HOSE, EPOXY COATED STEEL BRACKET. DELIVERS 0.7 GPMFOR 15 MINUTES. UNIT SHALL INCLUDE ANSI COMPLIANT SIGN. UNIT SHALL BE FULLYASSEMBLED AND TESTED TO MEET OR EXCEED ANSI Z358.1 - 2009, AND COME WITH A

FULL 2-YEAR WARRANTY.

GUARDIAN G1540 GUARDIAN ORAPPROVED EQUALEEW-1 --- --- --- ---SELF CONTAINED

EMERGENCY EYE WASH

2'

SCALE : 3/8" = 1'-0"

0 4' 6'

KEY PLAN

REVISIONS

FILE LOG

ACTIVITY

Draw

Design

Manager

Check

STAMP

© LEO A DALY Company 2015

PROJECT NO.

BY

THE NEW ORLEANSAVIATION BOARD

CRESCENT CITYAVIATION TEAM

1 GALLERIA BOULEVARD #1516METAIRIE, LA 70001T (504) 303.7535 / F (504) 841.2229

A JOINT VENTURE

NORTH TERMINALLOUIS ARMSTRONGNEW ORLEANSINTERNATIONALAIRPORTPROJECT ADDRESSKENNER, LOUSIANA ZIP

THE NEW ORLEANS AVIATIONBOARD, 900 EAST AIRLINEDRIVE, KENNER, LA 70062

Signature: Date:

NO. DESCRIPTION DATE

CONFORMED SET 02-08-2016

8/31

/201

6 10

:22:

1 9 A

M

Owner

PLUMBING SCHEDULES

NT PG 7002

051-10250-00002-08-2016

GRC

JLC

JLC

ISSUED FOR CONSTRUCTION

VOLUME 3.3.1

M Addendum 12 01-14-2016

D Addendum 4 07-30-2015

C Addendum 3 07-24-2015

DSI-0012 MCA-DSI-0012 09-02-2016

DSI-0014

DSI-0014 MCA-DSI-0014 09-02-2016

3

MATCH LINESEE PT 1104

MATCH LINESEE PC 1101

SP-4

2

5

16

16

13

13

3

19

19

DB

DB

DC

DC

D7

DB.9

D5

D6

D8

3

12

B1

B1

5

6

18

11

5

5

5

5

5

2

2

5 5

21

2

20

SP-5

11


29

GT-1

2

2

1

7

7

5

5

5

15

15

1515

6

5

5

16

16

21

22

21

5

14

8

32

3

29

15

SP-12

29

19

19

19

1919

21

21

21

21

21

25

U2U3

U4U5

U8

U11U10

UAU6.1U6.2

UB

UC

UD

U6

U7

U9

G40

DA

D2D3

D4

D1

19

12

9

17

1

27

28

10

13 33

3"

3031

11

21

21 5

14

5

26

24

25

21 23

35

34

PLAN NOTES1

2

3

4

3" SANITARY UP, SEE LEVEL 1 FORCONTINUATION.

6" GREASE SANITARY FROM ABOVE, SEELEVEL 1 FOR CONTINUATION.

3" SANITARY FROM LAVATORIES ABOVE, SEELEVEL 1 FOR CONTINUATION.

3" SANITARY UP TO DRINKING FOUNTAINABOVE, SEE LEVEL 1 FOR CONTINUATION.

3" SANITARY UP TO FLOOR DRAIN, SEE LEVEL1 FOR COORDINATION.

2" SANITARY FROM ABOVE, SEE LEVEL 1 FORCONTINUATION.

3" SANITARY UP TO LAVATORY, SEE LEVEL 1FOR CONTINUATION.

2" SANITARY UP TO DRINKING FOUNTAIN, SEELEVEL 1 FOR CONTINUATION

6" SANITARY. INV. -5'-0". COORDINATE WITHCIVIL CONTRACTOR.

4" SANITARY UP TO CLEANOUT, SEE UP P 1101FOR CONTINUATION.

ROUTE 1-1/2" FROM SUMP PUMP TO HUBDRAIN.

8" SANITARY. INV.= -5'-0, COORDINATE WITHCIVIL CONTRACTOR.

4" SANITARY UP TO CLEANOUT ABOVE.PROVIDE WITH TWO-WAY CLEAOUNT, SEELEVEL 1 FOR CONTINUATION.

3" SANITARY UP TO MOP SINK, SEE LEVEL 1FOR CONTINUATION.

3" SANITARY UP TO SINK ABOVE, SEE LEVEL 1FOR CONTINUATION.

4" SANITARY UP TO WATER CLOSET, SEELEVEL 1 FOR CONTINUATION.

4" SANITARY. INV. -5'-0". COORDINATE WITHCIVIL CONTRACTOR.

3" SANITARY UP TO CLEANOUT, SEE LEVEL 1FOR CONTINUATION.

8" GUTTER DRAIN FROM ABOVE CONNECT TOSTORM DRAIN. INV.=-2'-8", COORDINATE WITHCIVIL CONTRACTOR

3/4" DCW UP TO WALL HYDRANT, SEE LEVEL 1FOR CONTINUATION.

2" SANITARY VENT UP, SEE LEVEL 1 FORCONTINUATION.

3" SANITARY UP TO SHOWER, SEE LEVEL 1FOR CONTINUATION.

3/4" DCW FROM ABOVE, SEE LEVEL 1 FORCONTINUATION.

3/4" DCW UP TO S-1 AND EWH-41, SEE LEVEL 1FOR CONTINUATION.

2" SANITARY UP TO SINK ABOVE, SEE LEVEL 1FOR CONTINUATION.

2" SANITARY VENT UP TO LOOP VENT ABOVE,SEE LEVEL 1 FOR CONTINUATION.

4" SANITARY, SEE UP P 1101 FORCONTINUATION.

6" DCW, SEE UP P 1101 FOR CONTINUATION.

3" SANITARY TO HUB DRAIN WITH TRAP.

4" GREASE TRAP SANITARY VENT UP, SEELEVEL 1 FOR CONTINUATION.



4" GREASE SANITARY UP TO CLEANOUTABOVE. PROVIDE WITH TWO-WAY CLEAOUNT,SEE LEVEL 1 FOR CONTINUATION.

4" GREASE SANITARY TO TD-1.

2" GREASE VENT UP. SEE LEVEL 1 FORCONTINUATION.

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

GENERAL NOTESTHE PLUMBING CONTRACTOR HAS THE OPTIONTO REROUTE SANITARY VENTS TO THENEAREST WALL.

CONTRACTOR RESPONSIBLE FOR FINALINVERT ELEVATION OF GREASE TRAP BASEDON PLUMBING PIPE INSTALLATION.

A.

B.

8'

SCALE : 1/16" = 1'-0"

0 16' 32'

T1

T2

T3 T4 T5

C4

C5

C6

C1

C2

C3

NTRUENORTH

KEY PLAN

REVISIONS

FILE LOG

ACTIVITY

Draw

Design

Manager

Check

STAMP


PROJECT NO.

BY




A JOINT VENTURE



Signature: Date:



8/31

/201

6 9:

46: 5

4 AM

Owner

TERMINAL PLUMBING PLANLEVEL 0 - AREA T3

NT PT 1103

051-10250-00002-08-2016

GRC

JLC

JLC


VOLUME 3.3.1SCALE: 1/16" = 1'-0"PT 1103

1 TERMINAL PLUMBING SANITARY PLAN LEVEL 0 - AREA T3

C Addendum 3 07-24-2015

D Addendum 4 07-30-2015

G Addendum 7 08-31-2015

H Addendum 8 10-09-2015

L Addendum 11 12-11-2015

L.4 Addendum 11.4 12-22-2015

L.10 Addendum 11.10 12-29-2015

L.11 Addendum 11.11 12-31-2015

M Addendum 12 01-14-2016

(CONFORMED 06-10-2016)

DSI-0014

DSI-0014

DSI-0010 MCA-DSI-0010 09-02-2016

DSI-0014 MCA-DSI-0014 09-02-2016




1

1

1

EC

EB

EA

E8

E9

TNE10

E11

E12

E13

E14E15

E16

EB.9

2 3

45

8

16

16

16

10

9

12

7

SP-6

GT-2

6

729 28

3332

34

13

16

26

16

15

26

27

26

26

14

13

13

13

1313

13

13

18

18

192019

15

21

21

21

22

19

16

13

23

1

1

11

11

1

18

18

12

24

25

4"

18

30

31

PLAN NOTES1

2

3

4

8" GUTTER DRAIN FROM ABOVE, CONNECT TOSTORM DRAIN, INV. = -2'-6". COORDINATEWITH CIVIL CONTRACTOR.

8” DCW IN UTILITY CORRIDOR, SEE NT P 0001FOR CONTINUATION, COORDINATE WITHOTHER TRADES UTILIZING CORRIDOR.

4” GAS IN UTILITY CORRIDOR, SEE NT P 0001FOR CONTINUATION, COORDINATE WITHOTHER TRADES UTILIZING CORRIDOR.

8” DCW UP, SEE LEVEL 1 FOR CONTINUATION.

4” GAS UP, SEE LEVEL 1 FOR CONTINUATION.

8" SANITARY INV.=-5-0". COORDINATE WITHCIVIL CONTRACTOR.

4" SANITARY UP TO CLEANOUT ABOVE.PROVIDE WITH TWO-WAY CLEAOUNT, SEELEVEL 1 FOR CONTINUATION.

3/4” DCW UP TO WALL HYDRANT, SEE LEVEL1 FOR CONTINUATION.

1-1/2” SANITARY DRAIN FROM SUMP PUMPWITH RUNNING TRAP.


2” SANITARY UP TO HUB DRAIN ABOVE, SEELEVEL 1 FOR CONTINUATION.


3" SANITARY UP TO FLOOR DRAIN, SEE LEVEL1 FOR CONTINUATION.

3" SANITARY UP TO CLEAN OUT, SEE LEVEL 1FOR CONTINUATION.

3" SANITARY UP TO MOP SINK, SEE LEVEL 1FOR CONTINUATION.




3" SANITARY UP TO LAVATORY, SEE LEVEL 1FOR CONTINUATION.

3" SANITARY UP TO URINAL, SEE LEVEL 1 FORCONTINUATION.


2" SANITARY UP TO DRINKING FOUNTAIN, SEELEVEL 1 FOR CONTINUATION.

2" SANITARY UP TO SINK, SEE LEVEL 1 FORCONTINUATION.




3" SANITARY TO HUB DRAIN WITH TRAP ANDTRAP PRIMER.

4" GREASE SANITARY UP TO CLEANOUTABOVE. PROVIDE WITH TWO WAY CLEANOUT,SEE LEVEL 1 FOR CONTINUATION.

4" GREASE SANITARY UP TO CLEANOUTABOVE. SEE LEVEL 1 FOR CONTINUATION.

6" GREASE SANITARY FROM ABOVE. SEELEVEL 1 FOR CONTINUATION.

4" GREASE SANITARY TO TD-1.

3" GREASE SANITARY UP TO CLEANOUT. SEELEVEL 1 FOR CONTINUATION.

2" GREASE SANITARY UP TO HUB DRAIN. SEELEVEL 1 FOR CONTINUATION.

2" GREASE VENT UP. SEE LEVEL 1 FORCONTINUATION.

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

32

33

34

GENERAL NOTESTHE PLUMBING CONTRACTOR HAS THE OPTIONTO REROUTE SANITARY VENTS TO THENEAREST WALL.

CONTRACTOR RESPONSIBLE FOR FINALINVERT ELEVATION OF GREASE TRAP BASEDON PLUMBING PIPE INSTALLATION.

A.

B.

8'

SCALE : 1/16" = 1'-0"

0 16' 32'

T1

T2

T3 T4 T5

C4

C5

C6

C1

C2

C3

NTRUENORTH

KEY PLAN

REVISIONS

FILE LOG

ACTIVITY

Draw

Design

Manager

Check

STAMP


PROJECT NO.

BY




A JOINT VENTURE



Signature: Date:



8/31

/201

6 9:

46: 5

7 AM

Owner


NT PT 1105

051-10250-00002-08-2016

GRC

JLC

JLC


VOLUME 3.3.1SCALE: 1/16" = 1'-0"PT 11051 TERMINAL PLUMBING SANITARY PLAN LEVEL 0 - AREA T5

C Addendum 3 07-24-2015

D Addendum 4 07-30-2015

G Addendum 7 08-31-2015

H Addendum 8 10-09-2015

L Addendum 11 12-11-2015

L.4 Addendum 11.4 12-22-2015

L.10 Addendum 11.10 12-29-2015

L.11 Addendum 11.11 12-31-2015

M Addendum 12 01-14-2016


DSI-0014 MCA-DSI-0014 09-02-2016

DSI-0014

DSI-0014

DSI-0014

AED

FE

FEC

FEC

FEC

FEC

FE

FE

FE

TC

TC

TC

TCTC

TCTC

TC

TC

TC

FEC

FE

FE

FEC

FEC

FEC

FE

PF

6" DCW3" GAS

PT 40041

PT 40042

PT 40024

PT 40023




PT 40044

PT 40043

2"

1

FD-1

FCOFCOFD-1

3

3

3

4

4

4

4

4

19194

4

4

5

55

5

DB

DC

AB

AA

D7

A45A44

D5

D6

D8

5

5

6

WH-1

7

6" DOMESTIC WATERBELOW LEVEL 2 FLOORSLAB ABOVE

B1

B1

FD-1

12 11

12

12 12

9

14

10

8

9

10

FCO

10

8

10

2

15

15

16

14

14

14

14

1412

14

12

14

11

12

1612

17

3

S-1

S-1

S-1

S-1

11

13

13

18

11 12

12

INTERVIEW1322A

INTERVIEW1322B

INTERVIEW1321

DETAINEEBAGGAGESTORAGE

1318

AGRI LAB1327

ENFORCEMENTOFFICE

1315

IMMIGRANTROOM

1316

FRAUDULENTDOCUMENTANALYSIS

ROOM1319

CBP CIRC1312

CBP CIRC1320

FEMALEHOLD1324B

MALE HOLD1324A

SEARCH1325B

SEARCH1325A

COUNTERTERR.RESPONSE

SUITE1326

WOMEN1363

MEN1362

PRIMARYBOOTH /

QUEUING,PROCESSING

& EXIT1303

INTERNATIONALARRIVALSBAGGAGE

CLAIM1300

WOMEN1361

MEN1360

JAN1324

ELEV T021352

TRASH1305

COMM1390

ELEC1370

ELEVCONTROL

RM T01&T021350

CIRC1302

ELEV T011351

STAIR 351353

INTERNATIONALINBOUND

1301

SECONDARYBAGGAGEEXAM / NII

1310A

PRIMARYBOOTH /

QUEUING,PROCESSING

& EXIT1303 STAFF

BREAKROOM

1348CASHIER'SOFFICE

1329TEMP.SEIZEDPROP.ROOM

1333B

DFO OFFICE1335

DFO OFFICE1334 CBP CIRC

1331

GE OFFICE1338

GE OFFICE1337

PUBLICWAITING

ROOM1330

GENERALSTORAGE/FILE

ROOM1359

SECURESTORAGE

1347

WOMEN1365

MEN1364

CBP CIRC1312A

JAN1366

MECH1380

LAN/TELCO1391

PERSONALPROTECTIVEEQUIPMENT

1333A

SECONDARYSUPERVISOR'S

OFFICE1341

CHIEFOFFICER'S

OFFICE1346

MUSTER/TRAINING

ROOM1343

SUPERVISOR'SOFFICE

1342

WEAPONCLEANING

ROOM1345

BSO-41033

AA BSO1032

SWA BSO1031

CIRCULATION- BAGGAGE

CLAIM1021

VEST1001

GECOUNTERS

1332

ICE AGENTOFFICE

1328

INK ROOM1303A

CIRC1322

REFERRALPASSENGER

WAITING1310

TRIAGEPODIUM

1314

FOOD PREP/STOR

1323

BIRD STOR1317

CBP FORMSCOUNTER

1308

4"

FD-1

EEW-1

EEW-1

FD-1

S-1

S-1

14

EWH-30

EWH-33

EWH-34EWH-35

5

VALVE AND CAP 4" FORFUTURE FOOD SERVICEAREA ABOVE

EWH-42

WF-1

1"

20

20

20

12

12 14

1425

U2U3

U4U5

U8

U11U10

UAU6.1U6.2

UB

UC

UD

U6

U7

U9

G40

DA

D2D3

D4

D1

24

23

GCO

GCO GCO

20

20

2625

27

20

20

25

20

20

3"

4"

4"

4"

3"

12 12

26

18

26

14

20

S-1

EWH-41

21

22

18

28

TD-1

29

PLAN NOTES1 6" GREASE SANITARY FOR F&B. CAP END OF

LINE FOR TENANT CONNECTION.

4" DCW UP, SEE LEVEL 2 FOR CONTINUATION.

2" SANITARY VENT DOWN TO SINK.

8" GUTTER DRAIN FROM ABOVE TO BELOWSLAB, SEE LEVEL 0 AND LEVEL 2 FORCONTINUATION.

8" GUTTER DRAIN FROM ABOVE, TURNOPENING 45° AWAY FROM BUILDING. SEELEVEL 2 FOR CONTINUATION.

6" GREASE SANITARY DOWN, SEE LEVEL 0FOR CONTINUATION.

3/4" DCW FROM BELOW TO WALL HYDRANT,SEE LEVEL 0 FOR CONTINUATION.

2" SANITARY DOWN, SEE LEVEL 0 FORCONTINUATION.





6" SANITARY DOWN, SEE LEVEL 0 AND FORCONTINUATION.

3" SANITARY TO FLOOR DRAIN ABOVE, SEELEVEL 2 FOR CONTINUATION.

4" SANITARY VENT UP, SEE LEVEL 2 FORCONTINUATION



2" SANITARY VENT FROM BELOW, SEE LEVEL0 FOR CONTINUATION.

8" STORMDRAIN, SEE LEVEL 2 FORCONTINUATION.


3/4" DCW FROM BELOW TO SINK IN ISLAND,SEE LEVEL 0 FOR CONTINUATION.

2" SANITARY AND 2" SANITARY VENT FROMBELOW, SEE LEVEL 0 FOR CONTINATION.

6" DCW DOWN, SEE LEVEL 0 FORCONTINUATION.

3" GAS, SEE UP P 1111FOR CONTINUATION.

3" SANITARY UP TO MOP BASIN. SEE LEVEL 2FOR CONTINUATION.

4" SANITARY VENT UP. CONNECT TO BASE OF6" SANITARY NEAR FINISHED FLOOR. SEELEVEL 2 FOR CONTINUATION.

3" GREASE TRAP SANITARY VENT DOWN, SEELEVEL 0 FOR CONTINUATION.

3/4" DCW DOWN BELOW SLAB FOR S-1LOCATED IN MIDDLE OF ROOM.

2" GREASE VENT DOWN. SEE LEVEL 0 FORCONTINUATION.

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

GENERAL NOTESTHE PLUMBING CONTRACTOR HAS THEOPTION TO REROUTE SANITARY VENTS TOTHE NEAREST WALL.

A.

8'

SCALE : 1/16" = 1'-0"

0 16' 32'

T1

T2

T3 T4 T5

C4

C5

C6

C1

C2

C3

NTRUENORTH

KEY PLAN

REVISIONS

FILE LOG

ACTIVITY

Draw

Design

Manager

Check

STAMP


PROJECT NO.

BY




A JOINT VENTURE



Signature: Date:



8/31

/201

6 9:

47: 0

6 AM

Owner


NT PT 1113

051-10250-00002-08-2016

GRC

JLC

JLC


VOLUME 3.3.1

SCALE: 1/16" = 1'-0"PT 11131 TERMINAL PLUMBING PLAN LEVEL 1 - AREA T3

C Addendum 3 07-24-2015

D Addendum 4 07-30-2015

G Addendum 7 08-31-2015

H Addendum 8 10-09-2015

L Addendum 11 12-11-2015

L.4 Addendum 11.4 12-22-2015

L.10 Addendum 11.10 12-29-2015

L.11 Addendum 11.11 12-31-2015

M Addendum 12 01-14-2016

DSI-0010 MCA-DSI-0010 09-02-2016

DSI-0014

DSI-0014

DSI-0014 MCA-DSI-0014 09-02-2016

FEC

FEC

FE

FEC

FE

FE

FE

FE FE

FE

TC

TC

FEFE

FE

FE

FEC

FEC

PF

6" DOMESTIC WATERABOVE CEILING


3" GAS ABOVECEILING

3" GAS ABOVE GRADE

MATCH LINESEE PT 1114MATCH LINESEE PT 1114


MATCH LINE

SEE PC 1114

PT 40051

PT 40061

8

9

FD-1

FCO

1212

1212

11

11

11


3" GAS ABOVE GRADE

EC

EB

EA

E8

E9

E10

E11

E12

E13

E14E15

E16

AB

AB.9

AA

EB.9

C1

A57

A56

A55

A54

A58

A61

G61

12

12

WH-113

15

15

15

21

1710

FD-1 FD-1

1710

10

15

1616

10

1017

15

1010

10

FCO

TSA BREAKRM1413

COMM1491

VEST1010

RECEIVING1414

ELEC1470

COMMSERVICE

ENTRANCEWY

TRASH1411

MECH1460

BHSCONTROL

ROOM1404

WOMEN1440

MEN1441

EMR T091452

MAINT1408

ELEV T091451

LIFT STOR1416

JAN1457

BHS SPAREPARTS

1403

STAIR 411450

CIRC1453

CIRC1410

CIRC1461

CIRC1409

1710

10

10

10

GCO GCO GCO

14

MB-222

2

1

1

4

4

7

7

7

7

7

7

5

5

3

6

23

15

GCO

PPE1470A

CIRCULATION- BAGGAGE

CLAIM1021

DELTA BSO1036

4"

FD-1

S-1

19

7

18

16

16

EWH-3920

2-1/2"

SP-7

11

11

11

11

11

1111

EWH-43WF-1

1"

C.DDD

23

22

22

23

23

2323

24

2526

4"

27

28

TD-1

29

PLAN NOTES1 6" SANITARY FROM WATER CLOSETS IN

CHASE ABOVE, SEE LEVEL 2 FORCONTINUATION.

4" SANITARY UP TO WATER CLOSET ABOVE,SEE LEVEL 2 FOR CONTINUATION.

2" SANITARY UP TO LAVATORY ABOVE, SEELEVEL 2 FOR CONTINUATION.

6" SANITARY DOWN BELOW SLAB, SEELEVEL 0 FOR CONTINUATION.

3" SANITARY UP TO LAVATORIES IN CHASEABOVE, SEE LEVEL 2 FOR CONTINUATION.

3" SANITARY UP TO MOP BASIN ABOVE, SEELEVEL 2 FOR CONTINUATION.

3" SANITARY UP TO FLOOR DRAIN ABOVE,SEE LEVEL 2 FOR CONTINUATION.

8" DCW FROM BELOW, SEE LEVEL 0 FORCONTINUATION.

4" GAS FROM BELOW, SEE LEVEL 0 FORCONTINUATION.


8" GUTTER DRAIN FROM ABOVE TO BELOW,SEE LEVEL 0 AND LEVEL 2 FORCONTINUATION.

8" GUTTER DRAIN FROM ABOVE. TURNOPENING 45° AWAY FROM BUILDING. SEELEVEL 2 FOR CONTINUATION.

3/4" DCW FROM BELOW TO WALL HYDRANT,SEE LEVEL 0 FOR CONTINUATION.

ROUTE 1-1/2" FROM SUMP PUMP TO HUBDRAIN.





2" SANITARY UP TO DRINKING FOUNTAINABOVE, SEE LEVEL 2 FOR CONTINUATION.

2" VENT AND 3/4" DCW DOWN TO SINK.


2" SANITARY VENT FROM BELOW, SEELEVEL 0 FOR CONTINUATION.



4" GREASE TRAP SANITARY VENT DOWN,SEE LEVEL 0 FOR CONTINUATION.

3" GREASE TRAP SANITARY VENT DOWN,SEE LEVEL 0 FOR CONTINUATION.

4" VENT CONNECTED TO BASE OF 6"SANITARY NEAR FINISHED FLOOR, UP TOSECOND LEVEL. SEE LEVEL 2 FORCONTINUATION.

6" GREASE SANITARY STUB UP FROMBELOW FOR FUTURE TENANTIMPROVEMENT. CAP FOR FUTURE USE.

2" GREASE VENT DOWN. SEE LEVEL 0 FORCONTINUATION.

2

3

4

5

6

7

8

9

11

12

10

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

GENERAL NOTESTHE PLUMBING CONTRACTOR HAS THEOPTION TO REROUTE SANITARY VENTS TOTHE NEAREST WALL.

A.

8'

SCALE : 1/16" = 1'-0"

0 16' 32'

T1

T2

T3 T4 T5

C4

C5

C6

C1

C2

C3

NTRUENORTH

KEY PLAN

REVISIONS

FILE LOG

ACTIVITY

Draw

Design

Manager

Check

STAMP


PROJECT NO.

BY




A JOINT VENTURE



Signature: Date:



8/31

/201

6 9:

47: 1

9 AM

Owner


NT PT 1115

051-10250-00002-08-2016

GRC

JLC

JLC


VOLUME 3.3.1

SCALE: 1/16" = 1'-0"PT 11151 TERMINAL PLUMBING PLAN LEVEL 1 - AREA T5

C Addendum 3 07-24-2015

D Addendum 4 07-30-2015

G Addendum 7 08-31-2015

L Addendum 11 12-11-2015

L.4 Addendum 11.4 12-22-2015

L.11 Addendum 11.11 12-31-2015

M Addendum 12 01-14-2016


DSI-0014 MCA-DSI-0014 09-02-2016

DSI-0014

DSI-0014