parsons brinckerhoff louis armstrong new · pdf fileparsons brinckerhoff north terminal...

PARSONS BRINCKERHOFF

NORTH TERMINAL PROJECT

LOUIS ARMSTRONG NEW ORLEANS INTERNATIONAL AIRPORT

NEW ORLEANS, LOUISIANA

TRANSMITTAL COVER

Date : 06/22/2016

To: Company: HGBM Person: Document Control

Submitted on Behalf of: NOAB

Document Title: OSI MCA-DSl-0003

Number of Copies: One (1) Electronic

Document Attached: RFI 00520

Action:

Transmittal#: 03721-006-0l

From: Company: PB Person: Jim Stievater

Delivered Via: Email

Jtl No Cost/Time Impact. Proceed with the work indicated. Advise within 24 hours 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. D Cost Increase. Proceed with the work. Submit a proposal for review. D Cost Increase. Do not proceed with work. Submit proposal. D VE/Conformed Documents Implementation

Comments: Attachment.

This OSI is tied to a RFI 00520. PG P 1001, PG P 1101, PG P 1201 , PG P 1301, PB P 1401 , PB P 1501 , PG P 7001

Construction Manager Approv~ , ~ . & ~ s T. Stievater - Parsons Brinckerhoff

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

Date

CC~T LEOAD~LY / ATKINS

REQUEST FOR INTERPRETATION

Crcscont City Aviation Toam A Jo in t Vonture

From: Dean Schuerman To: Cedric Johnson CC: Daniel Taylor, David Daileda, Jason Levy, David Zelig, Sara Delahoussaye, Raymond Symanski, Greg Decoursey, Chad

Blanchard

RFI 00520 From Cedric Johnson

To Dean Schuerman

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

Project North Terminal Project - NOLA (MSY) Construction

Subject 4 PG P 1001 , 11 01, 1201, 1301, 1401 , 1501,7001,7002 Parking Garage Drains (Follow Up on RFI 00309)

Subject: 4_PG P 1001,1101,1201 ,1301,1401 ,1501,7001 ,7002_Parking Garage Drains (Follow Up on RFI 00309) Date Required: 2016-06-16 Cost Impact: Yes Cost Amount: Question:

Suggestion: Answer:

Follow up on RFI 00309 response comment, advising the installing contractor to refer to Architectural Plans PG-A-1101 thru 1152 for floor drain locations has now been concluded; A notable quantity of Parking Garage drains and connections were omitted from the plumbing contract drawings. Please issue a revised set of plumbing contract drawings indicating pipe sizes, branch take-offs, general routings, floor drain types and piping details? We need this information to enable us to coordinate, construct and to quantify pricing.

NOTE: An RFI response cannot change the requirements of the Contract Documents.

Response By: Date: CCAT Response:

Greg Decoursey 06/20/2016 See Revised Drawings PG P 1001, PG P 1101 , PG P 1201, PG P 1301 , PG P 1401, PG P 1501 , PG P 7001

Cost Impact: None

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 RFl·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.

RFl 's are to be returned for reconsideration if there is a cost or schedule impact.

DESIGNER SUPPLEMENTAL INSTRUCTIONS

CC+T Crescent Ci ty Aviation Team

LEDA DALY / ATKINS A Joint Venture

DSI NO. MCA-DSl-0003

DATE: 05/27 / 2016

PRO,JECT NAME: NOAB Pmjr,ct tt e9, 0-01223

Louis Arrn:,frong New Orleans lntG111ational Airpo11' North Terminal Developr,;r,nt Program Pha.!Se 1

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 OSI. If approved by Owner, the resulting contract change will be incorporated in the next formal Change Order.

Upon review of the submittal including the planter drains, it was brought to the attention of the design team that the planter drains are not required and the plumbing and structural drawings were not coordinated with drain and pump locations. The following has been revised:

1. PG P 1001- Plumbing Plan Level 0 2. PG P 1101- Plumbing Plan Level 1 3. PG P 1201- Plumbing Plan Level 2 4. PG P 1301- Plumbing Plan Level 3 5. PG P 1401- Plumbing Plan Level 4 6. PG P 1501- Plumbing Plan Level 5 7. PG P 7001- Plumbing Schedule

There should be no additional cost for the changes above.

Attachments: Partial sheets:

None

Reissued full sheets:

NT PT 1102 NT PT 1112

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PLAN NOTES 8" STORM DRAIN UP, SEE FLOOR ABOVE FOR CONTINUATION.

2 PROVIDE 1a• OlAMETER. 49· DEEP ORYWELL PERFORATED PIPE FIUED WITH GRAVEL.

3 8" STORM UP TO CLEANOl/T

, 4 ' 12" STORM DRAIN , JNV=--S'-0". COORDINATE WITH CIVIL CONTRACTOR

S IS" STORM DRAJN , INV~S'·O". COORDINATE WITH CML CONTRACTOR

1 6 ROUTE 1-112" SANITARY TO HUB CRAIN, PROVIDE W1TH RUNNING TRAP.

,!_ T HUB DRAIN WITH TRAP ANO TRAP PRIMER. INCREASE FROM 3" TO A 6" INLET TO ACCOMOOATE DRAJNS FROM SUMP PUMPS.

6 4• SANITARY UP TO CLEANOUT, SEE LEVEL 1 - FOR CONTINUATION.

~ ~s:~i~.:c~~~~-BELOW ON THIS

10 3" SANITARY UP TO HUB DRAIN, SEE LEVEL 1 FOR CONTlNAUTION.

~ 6"08:r~~~()t~EC~~rii~~ ~rfH CIVIL CONTRACTOR.

• ~ · 1-1/2" DCW FROM TERMINAL, SEE NT PT 1101 FOR CONTINUATION.

13 J" SANITARY TO SERVICE SINK ABOVE, SEE LEVB.. 1 FOR CONTINUATION.

, 14 1· 112" DCW TO ABOVE SEE LEVEL 1 FOR CONTINUATION.

15 1" OCW FROM ABOVE, SEE LEVEL 1 FOR CONTINUATION.

16 1" DCW TO PET RELIEF AREA,, SEE CML FOR CONTINUATION.

17 ~ 2" HUB DRAIN, COORDINATE LOCATION WITH ~ - MECHJ\NICAL CONTRACTOR. ...-

18 3 .. ~ITARY tJP~ O sruerG;°FOR FI.IT~RE FLOOR DRAIN BY OTHERS. SEE LEVEL 1 FOR

~, -~NT\NU~"(N. - .\. ,-· I ---19 6" SANITARY DRAIN; INV.a.5'-6"- , COORDINATE

WITH CML CONTRACTOR.

I ~ 1·1'2" OCW fROM TERMINAL BUILDING.

21 2" SANITARY VENT TO HUB DRAIN.

22 'Z' SANITARY VENT UP, SEE LEVEL 1 FOR '-:-"'- coNTJN UATION. - ,- .;•

., -:'.... y~ \ .- \ ~ \ -23 3• SAN IT ARY UP TO FLOOR DRAIN. SEE LEVEL

1 FOR CONTINUATION.

24 3• SANITARY UP TO PARKING DECK DRAIN. SEE LEVEL 1 FOR CONTINUATION

2S 6" STORM WATER TO TRENCH DRAIN.

,~ 3" SANITARY UP, SEE LEVEL 1 FOR CO{'INUATIO~ .

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NORTH TERMINAL LOUIS ARMSTRONG NEW ORLEANS INTERNATIONAL AI RPORT PROJECT ADDRESS KENNER, LOUSIANA ZIP

Owner

@) THE NEW ORLEANS AVIATION BOARD THE NEW ORLEANS AVIATION BOARD. 900 EAST AIRLINE DRIVE, KENNER, LA 70062

CRESCENT CITY AVIATION TEAM

CC+T l}W~,~~ A JOWT V8mJ'IE

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ISSUED FOR CONSTRUCTION PROJECT NO. 051-10250-000 02--08-2016

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6. REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS OF STORM WATER TROUGHS (PROVIDED BY OTHERS) SECURED TO UNDER SIDE OF CONCRETE DECK. PLUMBING CONTRACTOR TO COORDINATE LOCATIONS OF TROUGH OUTlETS TO VERTICAL STORM WATER PIPE. PIPE SIZE SHALL MATCH TROUGH OUTLET SIZE.

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2 a• STORM DRAIN UP. SEE FLOOR ABOVE ANO UNOERSLAB BELOW FOR CONTINUATION.

3 4" STORM HUB DRAIN. OPENING AT 6" ABOVE FINISHED FLOOR.

7 8" STORM UP TO GROUND CLEANOUT. = 5 4" GROUND CLEAN OUT

6 ELECTRIC WATER HEATER MOUNTED ON WALL ABOVE SERVICE SINK. ROUTE DRAIN FROM TPR DOWN TO SERVICE SINK.

314" DCW, 3'4" DHW, AND 2" VENT DOWN TO SERVICE S1NK.

1-112" OCW WllH BALL VAL VE FROM BELOW, SEE LEVEL O FOR CONTINUATION.

!. 1" OCW, TEE ANO ROUTE 3/4 TO WATER HEATER AND J/4 TO SERVICE SINK.

10 3/4 " OCW DOWN TO HOSE BIBB.

;;, 1-112" OCW TO ABOVE, SEE LEVEL 2 FOR CONTINUATION.

12 3/4" DCWW1TH SHUTOFF VALVE DOWN COORDINATE WITH CIVIL CONTRACTOR.

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14 3" SANITARY VENT TO A4" VENT THROUGH ROOF

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NORTH TERMINAL LOUIS ARMSTRONG NEW ORLEANS INTERNATIONAL AIRPORT PROJECT ADDRESS KENNER, LOUSIANA ZIP

Owner

@) THE NEW ORLEANS AVIATION BOARD THE NEW ORLEANS A VIATION BOARD, 900 EAST AJRUNE ORlVE, KENNER, LA 70062


C +T l}W:~ A.IO!ffl VEm\lRS

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3 1-1/2" OCW FROM BELOW TO ABOVE, SEE LEVEL 1 ANO LEVEL 3 FOR CONTINUATION.

4 3/4" OCW DOWN TO HOSE 8188.

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® THE NEW ORLEANS AVIATION BOARD "THE NEW ORLEANS AVIATION BOARD, 900 EAST AIRLINE DRIVE, KENNER, LA 70062


Cc' 1 · I 1£DADAIY (.I" /\TKINS

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8" STORM DRAIN UP, SEE FLOOR ABOVE ANO BELOW FOR CONTINUATION..

1-112· ocw FROM BELOW TO ABOVE, SEE LEVEL 1 AND LEVEL 3 FOR CONTINUATION.

4 314• DCW DOWN TO HOSE BIBB.

5 \ 2~ HUB DRAIN UP ANO DOWN SEE LEVEL 2 ANO LEVEL• FOR CONTINUATION.

6 2" DRAIN UP TO LEVEL 4 AND DOW N TO LEVEL 2.


Owner

@) THE NEW ORLEANS AVIATION BOARD THE N EW ORLEANS AVIATlON BOARD, 900 EAST AIRLINE DRIVE, KENNER, LA 70062


CC+T CrHunl CityAriation Teun,

LEDAMIY /\TKINS ·--

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4 314• OCW TO HOSE BIBB.

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6 2' DRAIN DOWN, SEE LEVEL 3 FOR CONTINUATION.

7 2" DRAIN UP, SEE LEVEL 5 FOR CONTINUATION.

NORTH TERMINAL LOUIS ARMSTRONG NEW ORLEANS INTERNATIONAL AIRPORT PROJECT ADDRESS KENNER LOUSIANA ZIP

Owner

® THE NEW ORLEANS AVIATION BOARD THE NEW ORLEANS AVlATION BOARD, 900 EAST AlRUNE DRrvE, KENNER, lA 70062


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@) THE NEW ORLEANS AVIATION BOARD THE NEW ORLEANS AVIATION BOARD, 900 EAST AIRLINE DR!VE, KENNER, LA 70062


CC+T l}W~,~~ AJCIINTVOffl.llE

Crunnl Cit)' Ad•llon 1'Hm

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OTHER ACCEPTABLE MANUFACTURERS

J.R. SMITH. WADE. ZURN. OR APPROVED EQUAL

J.R. SMITH. WADE. WATIS. ,...-OR; APPROVED EQUAL-

J.R. SM1rH. WADE: WATTS, OR APPROVED EOUAL

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J.R. SMITI<. WADE. WATIS, OR APPROVED EOUAL

J.R SMITii, WADE, WATTS. OR APPROVED EOUAL

J~R. SMITH, WADE, WATIS, OR APPROVED ECUAL

BRADLEY, JUST. KOHLER, OR APPROVED EQUAL

DESCRIPTION

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

TEFLON IMPREGNATED PACKING AND STANDARD 'Cl" RING DURA-COATED CAST IRON BODY WITH BOTTOM OUTLET. COMBINATION INVERTIBLE

MEMBRANE CLAMP AND ADJUST ABLE COLLAR, TYPE 'B" STRAINER TRAP PRIMER - --.... I'-- --- - ,,,_ .. --....... .. - - -9" DIAMETER PARKING DECK DRAIN, DURA- COATED CASf IRON BODY WITH • BOTTOM OUTLET. HEAVY DUTY GASKETED DRAIN SUPPORT FLANGE WITH

HEAVY-DUTY DURESIST SLOTTED GRATE. PROVIDE VANDAL PROOF SECURE TOP. 1 HANN,ELS SHALL~BE 60" LONG, 12" WIDE.Jt\NO HA,VEI\ 9-1/8° THROAT. MOOUt!.AR CHANNEL

._ S(CTIONS.Stllif.L BEMAllE° CJF..J2GA~FABRJCATED STAJNLE!i"s' STEEL.CONFOQMINGl'O ASTM A-240 (TYPE 304). CHANNELS SHALL HAVE ABOL TEO. FLANGED CONNECTION

BETWEEN CHANNEL SECTIONS THAT WILL NOT SEPARATE DURING THE INSTALLATION, GASKETS AVAILABlE. CHANNELS SHALL WEIGH LESS ™AN 4.15 LBS. PER LINEAR FOOT,

HAVE A SMOOTH. 1-112" RADIUSED SELF CLEANING BOTTOM win, A MANNING"S COEFFICIENT 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 IN ITS FINAL LOCATION. APPROXIMATELY 4"-0" LONG, FIELD VERIFY.

1:HANNELS SHALL BE 60" LONG. 12" WIDE AND HAVE A 9-118. lHROAT. MODULAR CHANNEL SECTIONS SHALL BE MADE OF 12GA. FABRICATED STAINLESS STEEL CONFORMING TO

ASTM A-240 (TYPE 304). CHANNELS SHALL HAVE A BOLTED. FlANGED CONNECTION BETWEEN CHANNEL SECTIONS niAT WILL NOT SEPARATE DURING THE INSTALLATION. GASKETS AVAILABLE. CHANNELS SHALL WEIGH LESS THAN 4.15 LBS. PER LINEAR FOOT.

HAVE A SMOOTI<, 1-112" RAOIUSED SELF CLEANING BOTIOM WITH A MANNING"S COEFFICIENT OF .009 ANO 1.04% OR NEUTRAL 0% BUILT IN SLOPE.. CHANNELS SHALL

HAVE FEET FOR PATIY POUR OR LEVELING STUDS STANDARD TO SECURE TRENCH IN ITS FINAL LOCATION. APPROXIMATELY 63'-4" LONG, FIELD VERIFY.

~ HANNELS SHALL BE 60" LONG, 12" WIDE ANO HAVE A 9·118" THROAT. MODULAR CHANNEL SECTIONS SHALL BE MADE OF 12GA. FABRICATED STAINLESS STEEL CONFORMING TO

ASTM A-240 (TYPE 304). CHANNELS SHALL HAVE A BOL TEO. FLANGED CONNECTION BETWEEN 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/T RADIUSEO SELF CLEANING BOTIOM WITH A MANNING'S COEFFICIENT OF .009 ANO 1.04% OR NEUTRAL 0% BUil T lN SLOPE. CHANNELS SHALL

HAVE FEET FOR PATIY POUR OR LEVELING STUDS STANDARD TO SECURE TRENCH IN ITS FINAL LOCATION. APPROXIMATELY 38'·0· LONG, FIELD VERIFY.

ACID RESISTANT ENAMELED CAST IRON, WALL HUNG. 22 X 20 CONCEALED HANGERS. RIM GUARD, SPLASHBACK LEDGE, 8" CENTERS SACK MOUNT SERVICE FAUCET, CAST IRON

S.TRAP, FLAT GRID STRAINER

MARK SERVICE RPM MAX.

TYPE MIN. PUMP ELECTRICAL

MANUFACTURER MODEL WEIGHT

REMARKS GPM F.T. H.P. EFF. % VOLTS/PH (LBS) SP-1 ELEV1 50 5 3450 112 SUBMERSIBLE

SP-2 ELEV 2 50 5 3450 112 SUBMERSIBLE

SP-3 ELEV3 50 5 3450 112 SUBMERSIBLE

SP-4 ELEV 4 50 5 3450 112 SUBMERSIBLE



ELECTRIC WATER HEATER SCHEDULE

MARK SERVICE STORAGE

DEMAND J<:W ELECTRICAL CAPACITY VOLTS/PH

EWH-1 CURBfRONT MAJNT. 105 10 10 3/3 48013

THERMAL MIXING VALVE SCHEDULE

MARK SERVICE GPM TYPE MANUFACTURER

CURBFRONT TMV-1 MAINTENANCE ROOM

105 2 POlNT OFUSE LAWLER

- 11511

- 11511

- 11511

- 11511

- 11511

- 11511

MANUFACTURER MODEL

A.O.SMITH OEL-10

MODEL REMARKS

570

LIBERTY PUMPS

LIBERTY PUMPS

LIBERTY PUMPS

LIBERTY PUMPS

LIBERTY PUMPS

LIBERTY PUMPS

WEIGHT (LBS)

137

SPAC-457

SPAC-457

SPAC-457

SPAC-457

SPAC-457

SPAC-457

REMARKS

30

30

30

30

30

30

4"SANITARY, COORDINATE WITH CIVIL CONTRACTOR

FAUCETS/FITIINGS TRIM ACCESSORIES

- ;-· - .... - -

-'

AMERICAN STANDARD 8341 .076

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Owner

@) THE NEW ORLEANS AVIATION BOARD THE NEW ORLEANS AVIATION BOARD, 900 EAST AIRLINE DRIVE, KENNER, LA 70062

CRESCENT CITY AVIATI ON TEAM

C . 1 ·r I

IIDADAIY ,T- /\TKINS

''°"'""""" Crunnl City A,l•thlfl THm

1 GALLERIA BOULEVARD #1516 METAIRIE LA 70001 T (504) 303.75351 F (504) 841.2229

~ KEY PLAN

REVISIONS

,-~~--'-~..:~_-_-_=--- - +""~""::~ ..__~~=-~------t-=U'·~

FILE LOG

-.....

ISSUED FOR CONSTRUCTION PROJECT NO. 051-10250--000 02-08-2016

PLUMBING SCHEDULES

VOLUME4

PG P 7001 O LCO A.OAl.'1~1(11$