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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 DClawson@HGBM-JV.com
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
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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
ELJER, AMERICAN STANDARD,TOTO, OR APPROVED EQUAL
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
ELJER, AMERICAN STANDARD,TOTO, OR APPROVED EQUAL
ELJER, AMERICAN STANDARD,TOTO, OR APPROVED EQUAL
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
J.R. SMITH, WADE, WATTS,OR APPROVED EQUAL
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.
J.R. SMITH, WADE, WATTS,OR APPROVED EQUAL
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
MATCH LINESEE PT 1104
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.
3" GREASE TRAP SANITARY VENT UP, SEELEVEL 1 FOR CONTINUATION.
3" SANITARY VENT UP, SEE LEVEL 1 FORCONTINUATION.
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
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22
23
24
25
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29
30
31
32
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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
© 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 9:
46: 5
4 AM
Owner
TERMINAL PLUMBING PLANLEVEL 0 - AREA T3
NT PT 1103
051-10250-00002-08-2016
GRC
JLC
JLC
ISSUED FOR CONSTRUCTION
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
MATCH LINESEE PT 1104
MATCH LINESEE PT 1104
MATCH LINESEE PC 1104
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.
4" SANITARY INV.=-5-0". COORDINATE WITHCIVIL CONTRACTOR.
2” SANITARY UP TO HUB DRAIN ABOVE, SEELEVEL 1 FOR CONTINUATION.
6" SANITARY INV.=-5-0". COORDINATE WITHCIVIL CONTRACTOR.
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, SEE LEVEL 1 FORCONTINUATION.
3" SANITARY VENT UP, SEE LEVEL 1 FORCONTINUATION.
2" SANITARY VENT UP, SEE LEVEL 1 FORCONTINUATION.
3" SANITARY UP TO LAVATORY, SEE LEVEL 1FOR CONTINUATION.
3" SANITARY UP TO URINAL, SEE LEVEL 1 FORCONTINUATION.
6" SANITARY UP, SEE LEVEL 1 FORCONTINUATION.
2" SANITARY UP TO DRINKING FOUNTAIN, SEELEVEL 1 FOR CONTINUATION.
2" SANITARY UP TO SINK, SEE LEVEL 1 FORCONTINUATION.
4" GREASE TRAP SANITARY VENT UP, SEELEVEL 1 FOR CONTINUATION.
3" GREASE TRAP SANITARY VENT UP, SEELEVEL 1 FOR CONTINUATION.
2" SANITARY UP, 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
© 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 9:
46: 5
7 AM
Owner
TERMINAL PLUMBING PLANLEVEL 0 - AREA T5
NT PT 1105
051-10250-00002-08-2016
GRC
JLC
JLC
ISSUED FOR CONSTRUCTION
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
(CONFORMED 06-10-2016)
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
MATCH LINESEE PT 1114
MATCH LINESEE PT 1114
MATCH LINESEE PC 1111
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.
3" SANITARY DOWN, SEE LEVEL 0 FORCONTINUATION.
2" SANITARY TO HUB DRAIN WITH TRAP ANDTRAP PRIMER.
2" SANITARY FROM ABOVE, SEE LEVEL 2 FORCONTINUATION.
3" SANITARY FROM ABOVE, SEE LEVEL 2 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
6" SANITARY FROM ABOVE, SEE LEVEL 2 FORCONTINUATION.
4" SANITARY FROM ABOVE, SEE LEVEL 2 FORCONTINUATION.
2" SANITARY VENT FROM BELOW, SEE LEVEL0 FOR CONTINUATION.
8" STORMDRAIN, SEE LEVEL 2 FORCONTINUATION.
2" SANITARY VENT UP, 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
© 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 9:
47: 0
6 AM
Owner
TERMINAL PLUMBING PLANLEVEL 1 - AREA T3
NT PT 1113
051-10250-00002-08-2016
GRC
JLC
JLC
ISSUED FOR CONSTRUCTION
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
6" DOMESTIC WATERABOVE CEILING
3" GAS ABOVECEILING
3" GAS ABOVE GRADE
MATCH LINESEE PT 1114MATCH LINESEE PT 1114
MATCH LINESEE PT 1114
MATCH LINE
SEE PC 1114
PT 40051
PT 40061
8
9
FD-1
FCO
1212
1212
11
11
11
6" DOMESTIC WATERABOVE CEILING
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.
2" SANITARY TO HUB DRAIN WITH TRAP ANDTRAP PRIMER.
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.
3" SANITARY DOWN, SEE LEVEL 0 FORCONTINUATION.
3" SANITARY UP, SEE LEVEL 2 FORCONTINUATION.
2" SANITARY DOWN, SEE LEVEL 0 FORCONTINUATION.
3" SANITARY VENT UP, SEE LEVEL 2 FORCONTINUATION.
2" SANITARY UP TO DRINKING FOUNTAINABOVE, SEE LEVEL 2 FOR CONTINUATION.
2" VENT AND 3/4" DCW DOWN TO SINK.
2" SANITARY UP, SEE LEVEL 2 FORCONTINUATION.
2" SANITARY VENT FROM BELOW, SEELEVEL 0 FOR CONTINUATION.
2" SANITARY VENT UP, SEE LEVEL 2 FORCONTINUATION.
4" GREASE TRAP SANITARY VENT UP, SEELEVEL 2 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
© 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 9:
47: 1
9 AM
Owner
TERMINAL PLUMBING PLANLEVEL 1 - AREA T5
NT PT 1115
051-10250-00002-08-2016
GRC
JLC
JLC
ISSUED FOR CONSTRUCTION
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
(CONFORMED 06-10-2016)
DSI-0014 MCA-DSI-0014 09-02-2016
DSI-0014
DSI-0014
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