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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
By: --=C.:..:.ha=d=-=B=la=n-=ch=a=r=d ____ _
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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~ .
,-OSI-OOOJ
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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
c,unnl City ,hl1Uon Tum
1 GALLERIA BOULEVARD #1516 METAIRIE LA 70001 T (504) 303.7535 IF (504) 841 .2229
\\ \IWEH!l ('(II'\ II.LO\ k l'iSlll'I \Tf:!i J .u.5 Pl {.a.lJS(WAY 8 LYD. SUtTt .,01
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KEY PLAN
=
REVISIONS
FILE LOG
ISSUED FOR CONSTRUCTION PROJECT NO. 051-10250-000 02--08-2016
PLUMBING PLAN • LEVEL 0 OVERALL
VOLUME 4
PG P 1001
s -0
l ElH ---,, J
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,
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~- --- - ---------~ GENERAL NOTES
A COORO!NATE WITH ARCHITECTURAL AND STRUCTURAL FOR EXACT LOCATIONS OF FLOOR DRAINS.
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.
/•
I
PLAN NOTES 1 CONNECT STORM RISER TO DRAIN moUGH,
SEE STRUCTURAL DRAWINGS FOR LOCATION OF OPENINGS IN PARKING GARAGE FLOOR FOR STORM DRAINAGE
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.
~ T SANITARY V ENT FROM BELOW, , SEE LEVEL O FOR CONTINUATION.
14 3" SANITARY VENT TO A4" VENT THROUGH ROOF
~ 4" FLOOR CL.EANOVT,
,. ~ PROVIDE 1~ DCW ~~ TRAP P~ER TO ••
.1 ~ HOBQ~NC , - \- \ .-
( 17 PROVIDE 3• STUB UP FOR FUTURE FLOOR
OSl-0003\
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,._, Fl9f>R. , . ..-- ,- - \ .. (
(
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19 2" DRAIN UP, SEE LEVEL 2 FOR CONTIN UATION. TRANSITION TO 3• BEFORE SLAB ON GRADE PENETRATION. SEE LEVEL o·, FOR CONTINUATION.
--"' -'y~" ----~\
I OSl-0003
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
CRESCENT CITY AVIATION TEAM
C +T l}W:~ A.IO!ffl VEm\lRS
C'H·1nnl City A\'i11lo11 THtn
1 GALLERIA BOULEVARD #1516 METAIRIE, LA 70001 T (504) 303.7535 / F (504) 841.2229
1111mrno rnn1uo~ " 1,"l.orirn:,, .l 4A.5 U C'/.IUS(\VAY 8LV0. SUIT( "101
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KEY PLAN
~:- -= @r-----w REVISIONS
FILE LOG
Slgnoluroc «,,7 ,,(!..ct!,· Date: ~h!!.L_
ISSUED FOR CONSTRUCTION PROJECT NO. 051 -1 0250-000 02-08-2016
PLUMBING PLAN - LEVEL 1 OVERALL
VOLUME4
PGP1101
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GENERAL NOTES A. REFER TO ARCHITECTURAL DRAWINGS FOR
LOCATIONS OF STORM WATER TROUGHS (PROVIOEO BY OTHERS) SECURED TO UNDER S10E OF CONCRETE DECK. PLUMBING CONTRACTOR TO COOROINA TE LOCATIONS OF TROUGH OUTlETS TO VERTICAL STORM WATER PIPE. PIPE SIZE SHALL MATCH TROUGH ounETSIZE,
/, 2 . -
C
, - 6
PLAN NOTES r--
1 1 CONNECT STORM RISER TO DRAIN TROUGH, SEE STRUCTURAL DRAWINGS FOR LOCATION OF OPENINGS IN PARKING GARAGE FLOOR FOR STORM DRAINAGE
2 a• STORM DRAIN UP, SEE FLOOR ABOVE AND BELOW FOR CONTINUATION.
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.
5 2· DRAIN UP AND DOWN SEE LEVEL 1 AND LEVEL 3 FOR CONT1NUATION,
...!_ ~J61:.~~!\~'b~:~¢6~.LOCATION WllH
AP'Pe,"'9vl'\ 7 /I.NP t.A.'f"t,R.
NORTH TERMINAL LOUIS ARMSTRONG NEW ORLEANS INTERNATIONAL AIRPORT 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' 1 · I 1£DADAIY (.I" /\TKINS
'"""""""" Cruu111 Cit)' "''"kin Tum
1 GALLERIA BOULEVARD #1516 METAIRIE LA 70001 T (504) 303.7535 / F (504) 841.2229
1111mrno ro1·111.1.0~ ~ 1~'!,01 11rr., ! .US IL C,WS(\\'A\ BLVD. Wilt 701
t,.1.(1 A.lf.'I(. l0U1Sllt4A. 7000!:' n'h .(~.l) 8 .l.a-}.U! ro, ( 2::51 J.ot-t.2.1.J
KEY PLAN
=
REVISIONS
FILE LOG
-
0 "' •• .. Iii.iii
SCAlE : 1"=40'-0"
ISSUED FOR CONSTRUCTION PROJECT NO. 051-10250-000 02-08-2016
PLUMBING PLAN - LEVEL 2 OVERALL
VOLUME 4
PG P 1201
& ·~· -J ,__ - 2 ~
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GENERAL NOTES A. REFER TO ARCHITECTURAL DRAWINGS FOR
LOCATIONS OF STORM WATER TROUGHS (PROVIDED BY OTHERS) SECURED TO UNDER SIDE OF CONCRETE DECK. PLUMBING CONTRACTOR TO COORDINATE LOCATION S OF TROUGH OlJTlETS TO VERTICAL STORM WATER PIPE. PIPE SlZE SHALL MATCH TROUGH OUTLET SIZE.
---'· .... _ ...
tj [ II -, '-. 2 '
PLAN NOTES 7 ' CONNECT S TORM RISER TO DRAIN "TROUGH ,
SEE STRUCTURAL DRAWINGS FOR LOCATION OF OPENINGS IN PARKING GARAGE FLOOR FOR STORM DRAINAGE
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.
NORTH TERMINAL LOUIS ARMSTRONG NEW ORLEANS INTERNATIONAL AIRPORT PROJECT ADDRESS KENNER, LOUSIANA ZIP
Owner
@) THE NEW ORLEANS AVIATION BOARD THE N EW ORLEANS AVIATlON BOARD, 900 EAST AIRLINE DRIVE, KENNER, LA 70062
CRESCENT CITY AVIATION TEAM
CC+T CrHunl CityAriation Teun,
LEDAMIY /\TKINS ·--
1 GALLERIA BOULEVARD #1516 METAIRIE LA 70001 T (504) 303.7535 IF (504) 841 .2229
1111mwo <·01·11u .o, 1,, .1\,onrn:;, 34A!, N. c.,uS(WA'( Bi.VO. ~Ullt "'70,
MrtAlnl(, L0U1$1AN"- 70002 Ph.(~04) 63.A:-3.&,UI fa• (22!J) .&Ot-~2:,U
KEY PLAN
liiJ
REVISIONS
u ..,._.,,,.. ,, ,
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FILE LOG
......
Slgnalu>e: J{..,~,/L C/.7 Dale:~
• 20' ~ ••
SCAI..E : l' a.40'-0"
...
ISSUED FOR CONSTRUCTION PROJECT NO. 051-1025().000 02-08-2016
PLUMBING PLAN • LEVEL 3 OVERALL
VOLUME4
PGP1301
OSl-0003
r-, rl s
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-·PLAN-NOTES ,,.... -.,.J ' I V L
l ~~:J~6 ~itR~~~~~ ~~~6~~GH CONNECTION SlZE. SEE STRUCTURAL ANO
DS1.0003 ARCHITECTURAL DRAWINGS FOR LOCATION
·-osl-0003
.- • OF OPENINGS tN PARKING GARAGE FLOOR ... _l FOR STORM DRAINAGE
2 ? 8" STORM DRAIN DOWN. SEE FLOOR BELOW - FORC~ JNUATIO~A A ._r'
~ }6~~~:~~E~~L~~~i~c:ouce CONTINUATION
4 314• OCW TO HOSE BIBB.
:Z- HUB DRAIN, COORDINATE LOCATION WITH MECHANICAL CONTRACTOR
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
CRESCENT CITY AVIATION TEAM
CC+Ti~t,~~ '"""""""" CruuntCltyAvl11ionT11m
1 GALLERIA BOULEVARD #1516 METAIRIE LA 70001 T (504) 303.7535 / F (504) 841.2229
)J\ltHt:un 1111"1 11.LU~ k 1~so1·111r., l 4A~ N CAVS[Y.~Y BLVD. ~011( 701
M[lA,IRI[. LOUISIAPIA 1000:.! pt,.(~t,.C) ~l,l-~u& la, (2:!~) ,o~-p;;.u
KEY PLAN
REVISIONS
FILE LOG
""''
0 20' :- ••
SCALE : I' ., 40'-0"
·=
.. ISSUED FOR CONSTRUCTION PROJECT NO. 051-10250-000 02-08-2016
PLUMBING PLAN· LEVEL 4 OVERALL
VOLUME4
PG P 1401
- 2 .
:' I ~ ~ '-' ~ - ~ ! - 3 \ -. 2 - 3.., ..... -(~ =, r '---\ 4 -. : : ' I I I ~ - 2
- 2 - 2 <Z ,. :-' :I .:1 :I
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(pl, ) rc~~~.~~G PLAN • LEVEL 5 OVERALL
- 2 ---{_£ :I :I
- 2
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r .. ~,__:_
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y . • • • . i I
PLAN NOTES 314" DCW TO HOSE BJBB FROM BELOW. SEE LEVEL.-.·FOR CONTINUATION.
2 ,r~;ENING ,,. SLAB Foil'; ROUGH O;;;;;N PAN ' -::\ BELOW, SEE ARCHITECTURAL ANO
\. S1RUCTURAL
J',..-OPENING IN SLAB WITH GRATE FOR TROUG~ DRAIN PAN BELOW, SEE ARCHITECTURAL AND ·~lRUC~RiAL. - •, ,._ .A r
~ ~~~~,~~~~6~.LOCATION.w 1TH
Avoe.~.n>u,... S"'" p.N 'i> l,,1,n;-f2.
NORTH TERMINAL LOUIS ARMSTRONG NEW ORLEANS INTERNATIONAL AIRPORT PROJECT ADDRESS KENNER, LOUSIANA ZIP
Owner
@) THE NEW ORLEANS AVIATION BOARD THE NEW ORLEANS AVIATION BOARD, 900 EAST AIRLINE DR!VE, KENNER, LA 70062
CRESCENT CITY AVIATION TEAM
CC+T l}W~,~~ AJCIINTVOffl.llE
Crunnl Cit)' Ad•llon 1'Hm
1 GALLERIA BOULEVARD #1516 METAIRIE LA 70001 T (504) 303.75351 F (504) 841 .2229
II IIHlt:110 ron II.LO\ I< A~'OC'IIH~', 34AS N C.AUS(WA'i SL\10. sum: 7[11
M(TAHH(, LOUISl,UU, 70002 uh .(~04) U 1;-3UR fu,.. f:}2!!,) ,tQt-52,U
KEY PLAN
REVISIONS
FILE LOG
-"""' .,_ AC
Signatu,e: .,~~ Oale:.k...1£:=h!.!..L_
ISSUED FOR CONSTRUCTION PROJECT NO. 051-10250-000 02-08-2016
PLUMBING PLAN - LEVEL 5 OVERALL
PG P 1501
1
PLUMBING FIXTURE SCHEDULE
MARK
tlaaJ.
Ell:l. .--E.12,2
----Illc1
IlU
TYPE
HOSE 8188
~- FLOOR_D~IN -'
PARKING DECK DRAIN
·- \ ~- ' - ----· TROUGH DRAIN
(PAN ONLY)
TROUGH DRAIN (PAN ONLY)
TRENCH DRAIN (Wini TRAFFIC GRADE
GRATE)
SERVICE SINK
DCW DHW
3W -1/T -·-' - -
~ ' ., \ - ·-- -
3/4" 3/4"
SUMP PUMP SCHEDULE TOTAL HEAD
WASTE VENT
- -
3" 2" -~ ,...- .~ ' 3· -
-I \ ---- -.. -
s·
s·
3" 2"
- \
BASIS OF DESIGN MANUFACTURER
WOODFORD
ZURN ~~ .--
\ ZURN
' ' - -,_
ZURN
ZURN
ZURN
ELJER
-'
._.I ~
MODEL
24C
Z415B-P-VP .-~ '
ZS33
-~' ~
Z895
2895
ZB95
ELJER ROLLINS 242-0155
,... -
'· ,...,.
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
I , _. --- ~
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
SP-5 ELEV5 50 5 3450 112 SUBMERSIBLE
SP-6 ELEV6 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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1 __ ,....1'-- +--S_A_N_IT_A_R_Y_W_A--+_E_A_N_D_ V_ENT ISOMETRIC PG P 7_901 SCALE: N.T.S.
NORTH TERMINAL LOUIS ARMSTRONG NEW ORLEANS INTERNATIONAL AIRPORT 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 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$