N D C OUNTY A O F Y D T E I C N EV SE A L R Denver ...business.flydenver.com/bizpdf/DIAID_1438.pdf · bmcd project number: 67715 ... denver international airport cadd file no. sheet

LASE

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DNAYT I C

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CITY & COUNTYof DENVER

DENVERINTERNATIONAL

AIRPORT

CADD FILE NO.

SHEET NO.

SHEET TITLE

VOLUME NO.

DESIGN CONTRACT NO.

WORK BREAKDOWN NO.

FAA AIP NO:

CHECKED BY:

DRAWN BY:

DATE:

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CONST. CONTRACT NO.

SCALE:

DESIGNER OF RECORD

NO. BY PURPOSE DATE CKD

9785 MAROON CIRCLE, SUITE 400CENTENNIAL, CO 80112

BURNS & McDONNELL

10/23/12

BMCD PROJECT NUMBER: 67715

P. HEIMBURGER

D. WHITNEY

COVER

G0.00

201310046-00

CE-03024-09

0 AM IFC 13MR13 DMW

Denver International Airport

CENTRAL UTILITY PLANT CHILLER ADDITION

City Design Project #: CE-03024-09City Construction Project #: 201310046-00

Issued for Construction

Project Address:Cental Utility Plant: 26920 E 86th Ave. (S17-1)

Denver, Colorado 80249

Issue Date:13 MARCH, 2013

Burns & McDonnellEngineering Co.

Dennis Whitney P.E.9785 Maroon Circle, Suite 400

Centennial, CO 80112Ph: 303-721-9292Fax: 303-721-0563

BMcD Project Number: 67715


View Scale

View Name

R101

1

A101

88.8

FINISH FLOOR LEVEL 101.00

STRUCTURAL SLAB LEVEL 100.50

EXISTING FINISH FLOOR LEVEL 101.00

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SINGLE COLUMN REFERENCE

SECTION CUT

DETAIL NUMBER

SHEET NUMBER

EXTERIOR ELEVATION

DRAWING TITLE

INTERIOR ELEVATION MARKER

DETAIL NUMBER

SHEET NUMBER

DETAIL NUMBER (TYP.)

SHEET NUMBER

REFERRING SHEET NUMBER

88A101

DETAIL MARKER

DETAIL NUMBER

SHEET NUMBER

BUILDING SECTION MARKER

DETAIL NUMBER

SHEET NUMBER

SECTION VERTICAL CONTROL -NEW

SECTION VERTICAL CONTROL -EXISTING

SECTION VERTICAL CONTROL -STRUCTURAL SLAB

PLAN VERTICAL CONTROL -NEW

101.50

101.50PLAN VERTICAL CONTROL -EXISTING

88 REVISION TAG

MATCHLINE - SEE DWG A101 MATCHLINE INDICATOR

SHEET NUMBER

CONNECT TO EXISTING

ITEMS TO BE DEMOLISHED/REMOVED

A101

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DENVERINTERNATIONAL

AIRPORT

CADD FILE NO.

SHEET NO.

SHEET TITLE

VOLUME NO.

DESIGN CONTRACT NO.

WORK BREAKDOWN NO.

FAA AIP NO:

CHECKED BY:

DRAWN BY:

DATE:

ISSUE RECORD

CONST. CONTRACT NO.

SCALE:

DESIGNER OF RECORD



BURNS & McDONNELL

10/23/12


12" = 1'-0"

P. HEIMBURGER

D. WHITNEY

PROJECTINFORMATION

G0.01

201310046-00

CE-03024-09

0 AM IFC 13MR13 DMW

CODE INFORMATION

APPLICABLE CODES:INTERNATIONAL BUILDING CODE, 2009 EDITION, AS AMENDED BY: BUILDING CODE FOR THE CITY AND COUNTY OF DENVER, 2011 EDITION. APPLICABLE NATIONALFIRE PROTECTION ASSOCIATION DOCUMENTS.

OCCUPANCY GROUPS AND OCCUPANT LOAD FOR EGRESS

USE OCCUPANCYGROUP

OCCUPANCY LOAD INSQ.FT./OCCUPANT

HOLD ROOMSOPEN AREASSEATING AREAS

B23015

(OR SEAT COUNT)

CONSTRUCTION TYPETYPE I FIRE RESISTIVE (GENERAL CLASSIFICATION)

FIRE RESISTIVE REQUIREMENTS (TABLE 17-A)4 HOUR EXTERIOR BEARING WALLS0,N.C. EXTERIOR NON-BEARING WALLS3 HOUR INTERIOR BEARING WALLS0,N.C. INTERIOR NON-BEARING WALLS3 HOUR STRUCTURAL FRAME, COLUMNS AND PRIMARY BEAMS2 HOUR SHAFT ENCLOSURES, EXIT STAIRS, ELEVATORS2 HOUR FLOOR-CEILING ASSEMBLIES2 HOUR ROOF-CEILING ASSEMBLIES0,N.C. ROOF MORE THAN 25 FT ABOVE ANY FLOOR0,N.C. PUBLIC CORRIDOR WALLS2 HOUR HORIZONTAL EXIT ENCLOSURES1 HOUR EMERGENCY POWER/EQUIPMENT ROOMS

FIRE SUPPRESSION SYSTEMHYDRAULICALLY DESIGNED AUTOMATIC SPRINKLER SYSTEMS IN ACCORDANCE WITH NFPA

STANDPIPE SYSTEMCLASS 1 WET STANDPIPE PROVIDED THROUGHOUT THE PASSENGER TERMINAL IN ACCORDANCE WITH NFPA 14

SMOKE CONTROL SYSTEMSCONTROL ZONES PROVIDED TO CONTAIN AND EXHAUST SMOKE IN THE AREA OF FIRE ORIGIN USINGASHRAE AND OTHER GUIDELINES ADOPTED BY NFPA 92A AND 92B

PROJECT NOTES:THE INTENT OF THIS PROJECT IS TO ADD TWO NEW CHILLERS, NEW PUMPS, NEW ELECTRICAL ROOM, AND ALL ASSOCIATED PIPING, CABLEING ANDSUPPORTS TO THE CENTRAL UTILITY PLANT.

CONTRACTOR SHALL FURNISH ALL THE NECESSARY COMPONENTS AND ACCESSORIES TO PROVIDE COMPLETE SYSTEMS IN ACCORDANCE WITH THESEDRAWINGS AND THE SPECIFICATIONS.

CONTRACTOR IS RESPONSIBLE FOR VERIFYING EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK.

CONTRACTOR SHALL COORDINATE ALL MAINTENANCE AND REQUIRED CLEARANCES OF NEW CHILLERS, PUMPS, AND ELECTRICAL EQUIPMENT PRIOR TODELIVERY TO THE PROJECT SITE.

CONTRACTOR SHALL COORDINATE ALL SYSTEM OUTAGES WITH THE DIA PROJECT MANAGER.

THE EXISTING CHILLERS, HEAT EXCHANGERS, AND ASSOCIATED PUMPS SHALL NOT BE TAKEN OUT OF SERVICE DURING CONSTRUCTION. THE CENTRALUTILITY PLANT SHALL REMAIN FULLY OPERATIONAL FOR THE PROJECT CONSTRUCTION DURATION.

CONTRACTOR SHALL COORDINATE WITH CENTRAL UTILITY PLANT STAFF AND DIA PROJECT MANAGER PRIOR TO INSTALLATION OF ANY EQUIPMENT ORPIPING.

PASSENGER CIRCULATION SPACE B2 100

OFFICE B2 100

RETAIL B2 30

TRANSIT STATIONS NFPA 130

DRINKING AND DINING ESTABLISHMENTSOCCUPANT LOAD LESS THAN 50OCCUPANT LOAD 51 TO 300STAND UP SERVICE WITHOUT SEATINGSIT DOWN SERVICE

B2A3

715

BAGGAGE STORAGE/HANDLING AREAS WITH OR WITHOUTVEHICULAR ACCESS B1 300

1.

2.

3.

4.

5.

6.

7.

DRAWING INDEX

AD2.01 LOWER LEVEL PUMP ROOM DEMOLITION PLANA2.02 LOWER LEVEL PUMP ROOM FLOOR PLAN

GENERAL DRAWINGSG0.00 COVERG0.01 PROJECT INFORMATIONG1.01 VICINITY MAP AND SITE PLAN

STRUCTURALS0.01 STRUCTURAL GENERAL NOTESS1.02 LOWER LEVEL STRUCTURAL PLANS5.01 STRUCTURAL DETAILSS5.02 STRUCTURAL DETAILSS5.03 STRUCTURAL DETAILSS5.04 STRUCTURAL DETAILSS5.05 PIPE SUPPORT DETAILSS1.03 CHILLER PIPING SUPPORT PLANS1.01 OVERALL - EAST CURB AND SLAB PLANS1.00 OVERALL - WEST CURB AND SLAB PLANS5.06 PIPE SUPPORT DETAILSS1.04 LOWER LEVEL PUMP ROOM PIPING SUPPORT

MECHANICAL DRAWINGSM0.01 MECHANICAL LEGEND AND ABBREVIATIONSM1.01 LOWER LEVEL GENERAL ARRANGEMENTMD2.02 LOWER LEVEL CHILLER ROOM MECH DEMO PLANMD2.03 BREAK AND TOOL ROOM HVAC DEMO PLANM2.01 LOWER LEVEL WEST MECHANICAL PLANM2.02 LOWER LEVEL EAST MECHANICAL PLANM2.03 ELECTRICAL ROOM HVAC PLANSM3.01 MECHANICAL SECTIONSM3.02 MECHANICAL SECTIONSM3.03 RTU RELOCATION SECTIONSM4.01 CONDENSER WATER FLOW DIAGRAMM4.02 CHILLED WATER FLOW DIAGRAMM4.03 RTU FLOW DIAGRAMM6.01 MECHANICAL DETAILSM6.02 MECHANICAL DETAILSM7.01 MECHANICAL SCHEDULES

ELECTRICAL DRAWINGSE0.01 ELECTRICAL LEGENDED3.02 DEMO PLAN WEST LOWER LEVELED3.03 DEMO PLAN EAST LOWER LEVELED3.05 MCC ROOM DEMO PLANE3.01 OVERALL LOWER LEVEL PLANE3.02 POWER PLAN WEST LOWER LEVELE3.03 POWER PLAN EAST LOWER LEVELE3.04 ELECTRICAL ROOM PLANSE3.05 MCC ROOM PLANE3.06 CHILLER POWER PLANE3.07 INSTRUMENT AND CONTROLS PLANED5.01 HGMC-A DEMO ONE-LINE DIAGRAMED5.02 HGMC-B DEMO ONE-LINE DIAGRAME5.01 HGMC-A ONE-LINE DIAGRAME5.02 HGMC-B ONE-LINE DIAGRAME5.03 MCCB2 ONE-LINE DIAGRAME6.01 MCC ROOM PANEL BOARD SCHEDULES 1E6.02 MCC ROOM PANEL BOARD SCHEDULES 2E6.03 SCHEMATIC DIAGRAMS 1E6.04 SCHEMATIC DIAGRAMS 2

ARCHITECTURAL DRAWINGS

DRAWINGS

PROJECT SYMBOLS


86TH AVE.

RAMP TAXIWAY AS

RAMP TAXIWAY AA

86TH AVE.

35L

BRL

RCF-C

LOCATIONTRACON

XX

XX

XX

XX

XX

XX

XX

XX

XX

XXXXXXXXXXXXXX

XX

S

XX

XX XXXXXXXXXXXXXXXXXX XX XX XX XX XX XX XX XX XX XX

XXXX

XX

XX

XXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXX

S

X X X X X X X

X

XXX

X

X

X

X

X

XXXXXX

X X X X

XX

X

XX

XX

X

X

X

XX

XX

XX

XX

X

X

X

S

X

XXXX

X

X

X

X

X

X

X X

XXX

X

X

X

X

X X

X

X

X

X

X

X

X X

XXXXXXXXXXXXX

X

X

X

X

X

X

X

X

X

X

X

X

X X

X X X

X X X

X

X

X

X

X

X X X

X X X X X X X X X X

X

X

X

X

X

X

XXXXXXXXX

X

X

X

X

X

X

X

X X X X X X

X

X

X X

X

XX

X

XX

XX

XX

XX

XX

XX

XX

X X X X X X X

X

X X

XXX

X

X

X

X

X

XXX

XXXXXXXX

X X X X X

X

X

X

X

X

XXXXXX

XX

X

X

X

X

X

XX X

X X

X

X

X

X

X

X X

X

X

X

X

X

X

X

X

X

X X X X X X X X X X X X X

XXX

XX

X

X

X

X

X

X

X

X

X

X

X

X

XXXXXXXX

X X X X X X

XXXXXXXXXXXXXXXXXX

X X X X XX

X

X

X

X

X

X

X

X

X

XXXXXXX

X

X

X

X

X

X

X

X

XXXXXXXXXXXXXX

XX

X

S

X

XXX XXXXXXXXXXXXXXXXXXXXXXX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

X

XXXXXXXXXX

XX

XX

XX

4

SECURITY GATE 5

ENVIRONMENTA

L SUPPO

RT

TRACON

CAFET

ERIA

BUILDINGGENERATOREMERGENCY

ADMINISTRA

TION

31 2

RAFT PAD

PUMP ISLAND

6 58 7

DETENTION POND

AIR CARGO BLDG. "C"

KITC

HEN

GSE

TRU

CK

WAS

H

U N

I T

E D

C

A R

G O

S E

R V

I C

E S

E

Q U

I P

M E

N T

U N

I T

E D

G

R O

U N

D

U N I T E D K I T C H E N

AIR CARGO BLDG. "A"

DETENTIONPOND

DETENTIONPOND

AIR CARGO BUILDING "B"

TAXIWAY A

DIRT PARKING

CONC

ASPHALT ROAD

ASPHALT

ASPHALT

VOLLYBALLCOURT

ROBERTSDALE ST.

TAXIWAY SC

74TH AVE.

EA

M2

TAXIWAY SCTAXIWAY SA

PARKING

PARKING

PARKING

VEHICLE SERVICE ROAD

73RD AVE.

XX XXXXXXXX

PONDPONDDETENTION

BRL

MM

193'193'

75'

BRL

CAT 1

LOC

MALSR

50:1 RPZ17R

ASDE J-2

TAXIWAY EDCROSSFIELD

PARALLEL TAXIWAY L

VANDRIVER ST.

SNOWDUMP

NO. 7PUMP STA.

NO. 4PUMP STA.

ALLIUM ST.

M9

EL. 5,375

GS

RVR

EC

EAST VAULT

CROSSFIELD TAXIWAY EC

VSR TO

RCF-A

M7

BRL

M6

CONCOURSE A

SNOW DUMP

PARALLEL TAXIWAY M

ARP

RAMP TAXIWAY AN

RAMP TAXIWAY BS

X XXXX

X

XX

X

X

X

X

X

X

X

X

X

X

X

XX

X

X

XX

XX

X

X

X XX X X X XX X XX X X

XX

XX

XX

XX

XX

XX

X

X

XX

XX

XX

XX

XX

XX

XX

XX

X

XX

XX

X

X

X

X

X

UNION ST.

X XX X X XXX X X

X

X X

X

X

X

X

X

X

X

XX X

XX

LEVEL 4

84TH AVE.

LEVEL 6

LEVEL 4

M10

RVR

CROSSFIELD TAXIWAY EB

RCF-E (ATIS)

750'600'

EA

RVR

GS

M2

73RD AVE.

CROSSFIELD TAXIWAY EA

ALLIUM ST.

X

X

X

X

X

X

X

X

SAND STORAGE

X

X X XX X

X

X

X

X

X

X

X

X

X

X

X

X

XX

XX

XX

X

XX

X X

XX

XX

X

X

XX

XX

X

AIRPORT

FACILITY

XX

XX X X X

XX

X

AIRPORT MAINTENANCE

MAINTENANCE

VEHICLE STORAGE

X

X

X

X

XX

X

XX

XX

XX

X

XX

XX

X

FBO

X

X

XX

XX

X

XXXXXX X

GENERAL AVIATION

X

X X X X X X X

XX

X

X

XX

XXX

XX

XX

Vehicle

Maintenance

Building

X

X

X

X

X

80TH AVE.

Executive

Term

inal

Maintenance

Hangar

Shop Facilities

X

XXXXXX

X

XXXXX

X

X

X GA EXPANSION

HARRY B COMBS PRKWY.

VANDRIVER ST.

AREA

L E A S E A R E A

L E A S E A R E A

SHADY GROVE ST.

MM

COMMERCIALSTAGING

XX

XX

XX

XX

XX

TENDERFUELINGSITE

XX

XX

XX

XX

XX

75'

PONDDETENTION

XX

X

X

X

X

X

X

X

XX

X

X

X

X

X

X

X

X

X

XX

CAR

GO

BUI

LDIN

G

UNDERGROVE ST.

KITC

HEN

TRU

CK

WAS

H

GSE

PARKING


TAXIWAY A

TAXIWAY SC

A

U N

I T

E D

G

R O

U N

DS

E R

V I

C E

S

E Q

U I

P M

E N

T

PARKING

U N

I T

E D

C

A R

G O

XX

X

XX

X

XX

X

XX

XX

XX

XX

XX

XX

XX

X

XX

X

TAXIWAY SA

PARKING

XX

X

XXXX X

XXXXXX XXXXXXXXXXXXXXXXXXXXXXX

XXXXXXXXX XXXX

XX

XX

XX

XX

DETENTION POND20 ACRE FEET

M4

M5

IMBRL

PUMP ISLAND

RAFT PAD

XX

XX

XX

XX

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

XX

XX

XXXXXXXXXXXXX

X X X X X

X

X X X X X

X

X

X

X

X

X

X X X

X

X

X

X

X X X X X

XXXXXXXXXX

X

XXXX

XX

XX

XX

XX

X

X

X

X

X

XX

X

X

XX

XX X

X

X

X

X

X

X

X

X

X XX

X

X

X

X

X

X X X X X

X X X

X

X

X

TRUSSVILLE ST.

LEVEL 5

LEVEL 6

LEVEL 5

12,000' x 150' RUNWAY 35L/17R

XXXX XX XXXXXX XXX

XXX

X

XX

X

XX

X

X

X

X

X

X

XX

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

OAK HILL ST.

WEST GLYCOLPUMP STA.

DETENTION

RAMP TAXIWAY GB

RL

F1

F2

RVR

GS

F3

E5

OAK HILL ST.

IMLOC

75'

EL. 5,351

ALSF-11

TA NK "B "

TA NK "C"

LOA DOUT P UMP

T13

T14

T12

T10

T8

T11

T9

T7T6

T4

T2

T5

T3

T1

TA NK "A "

MM

DEICING

50:1 PZ

34

CAT III

150016375357.70BS-5275357.72BS-527

5371.211501

FS-307

NEW CASTLE ST.

NEWBERN ST.

BRL

ARFF 1

75'

WEST VAULT

193'

193'

WA

IRVINGTON WAY

75'

RECOVERY

WB

E2

BRLEL. 5,324

IMLOC

50:1 RPZ

GS

KELLERMAN CR.

CROSSFIELD

TAXIW

AY E5

RAMP TAXIWAY H

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

XXX

XX

X

X

X

XXXX XX

XX XXXXXX

NO. 1PUMP STA.

MALS

50:1 PZ

EL 5,352

LOC

CAT I

GF

78TH AVE.

RVRGS

B3

PONDDETENTION


X

XX

XX

X

XX

XX

XX

XXX

XX

XXX

XXXXXXXXXXXXXXXXXXXXXXXX

X

X

X

XX

XX

XX

XX

XX

XX

DETENTION POND

XX

XX

XX

XX

XX

X

XXXXXXXXXXXXX

X

X

XX

X

TAXIWAY SC

USPS75TH AVE.

74TH AVE.

MM

ADMIN.BLD'G

CAR WASH/MAINTENANCEBUILDING

B4

MAINTENANCE

ADMINISTRATION

PUMP STATIONS

PENA BOULEVARD

POWHATON RD.

JACKSON GAP ST.

KELLERMAN WAYCROSSFIELD TAXIWAY B4

CAT III

ALSF-11

RAMP TAXIWAY G

BRL PATSBURG ST.

RAMP TAXIWAY CS

RAMP TAXIWAY BN

RAMP TAXIWAY Z

RAMP TAXIWAY CN

DETENTIONPOND

25

SNOW DUMP

POWHATON RD.

68TH AVE.

71ST AVE.

35L

BRL

35R

7

BRL

34L

25

BRL

BRL

BRL

34

BRL

BRL

BRL 17R

RVR

BRL

BRL

BRL

BRL

17L

BRL

BRL

BRL

8BRL

BRL

16R16

26

BOOM #1 B OOM #2

B OOM #3 B OOM #4

B OOM #5

B OOM #6

B OOM #8

B OOM #7

B OOM #9 B OO M # 10

SITEFUEL FARM

EC

P7

P7

ARP

RCF-C

LOCATIONTRACON

ASDE J-2

RCF-A

USPS

SITEFUELINGTENDER

RCF-E (ATIS)

TOWER SITE

COMMUNICATIONS

ASR-9H

H

ASDE 1AFAA LEASE

RCF-B

RCF-DVOR-MILE HIGH

FBO

GAP ST.

TAXIWAY A

JACKSON

POWHATON RD.

GUN CLUB RD.

64th AVE

E-470

72nd AVE

68TH AVE.DIRT PARKING

CONC

ASPHA L T ROAD

68TH AVE.

71ST AVE.

ASPHALT

ASPHALT

VO LLYB ALLC OURT

ROBERTSDALE ST.

64TH AVE.

HARDWRICK ST.

72ND AVE.

70TH AVE.

EEWC RAMP TAXIWAY WCWC 98TH AVE.

CROSSFIELD TAXIWAY ED

12,000' x 150' RUNWAY 35L/17R

GOLD BUG ST.

PERTH ST.

QUENCY ST.

E-470

12,000' x 150' RUNWAY 7L/25R STAGING

HARRY B COMBS PRKWY.

79TH AVE.

ACCESS CONTROL PLAZA

P B

PBPB

P B

CALAWBA CT .

SLIDE G

ATE

77TH AVE.X X

X

X

X

X XX

TIBET ST.

78TH AVE.

UNDERGROVE ST.

TAXIWAY SC

74TH AVE.75TH AVE.P B

PB PB

P B

ELK ST.

52798.48N

EA

M2

TAXIWAY SCTAXIWAY SA

CROSSFIELD TAXIWAY EA

PARKING

PARKING

PARKING


73RD AVE.

OLD HAMMER CT.

78TH AVE.

LITTLE RIVER CT.

M4

ALLIUM ST.

AREA

SHADY GROVE ST.

POWHATON CT.

81ST AVE.B7

B8

B10

B9

EMERGENCY BOMBDISPOSAL SITE

RAMP TAXIWAY G

CROSSFIELD TAXIWAY B4

LEVEL 6

LEVEL 5

LEVEL 5

KELLERMAN WAY

F G

PARALLEL TAXIWAY B

B3

B4 M5

CROSSFIELD TAXIWAY EBVANDRIVER ST.

80TH AVE.

COMMERCIAL

PATSBURG ST.

NEW CASTLE ST.

NEWBERN ST.

KELLERMAN CR.

IRVINGTON WAY

M6

TRUSSVILLE ST.

UNION ST.

PBPB

LEVEL 4

LEVEL 6

LEVEL 4

84TH AVE.

RAMP TAXIWAY H

CROSSFIELD

TAX

IWAY

E5

88 th AVE SHAWNEE ST.

YAKIMA ST.

PARALLEL TAXIWAY M

OAK HILL ST.

WA

E2

CONST.PARKING

CONST.PARKING

M7

CROSSFIELD TAXIWAY EC

86TH AVE.

WB

M10

M9

ALLIUM ST.

PERTH ST.

96 th AVE

PARALLEL TAXIWAY L

PARALLEL TAXIWAY E

16,000' x 200' RUNWAY 34C/16C

12,000' x 150' RUNWAY 34R/16L

VANDRIVER ST.

OAK HILL ST.

RAMP TAXIWAY GF3

F2

F1

E5

RAMP TAXIWAY Z

96TH AVE.

F4

E6

KEWAUNEE ST.

TRUCKDOCKS

96TH AVE.

ALLIUM ST.

12,000' x 150' RUNWAY 35R/17L

P2

EA

P3

PARALLEL TAXIWAY P

80TH AVE.P4

HARDWRICK ST.

84TH AVE.

HUDSON MILE RD.

88 th AVE

P6

88TH AVE.

ELECTRA ST.

P8

P9

96TH AVE.

ELECTRA ST.

12,000 x 150' RUNWAY 8R-26L

QUENCY WAY

HIMALAYA ST.

PARALLEL TAXIWAY F

QUEENSBERG ST.

GUN CLUB RD.

QUENCY ST. 104th AVE.

101ST AVE.

101ST AVE.

F6

E8

100TH AVE.

GRANDBAY ST.

R7R8M R9

99TH AVE.

100TH AVE.

OAK HILL ST.

102ND AVE.

WDWDWD

E9

MONAGHAN RD.

NEWBERN ST.

F9

F12

WE

F10

E12

CROSSFIELD TAXIWAY WE TRUSSVILLE ST.

115TH AVE. 114TH AVE.

LOCALIZER112th AVE

AREASTAGING

PARKINGCONSTRUCTION

CONSTRUCTION

HUDSON MILE RD.

HAYESMOUNT MILE RD.

R3R4

RR6

PARALLEL TAXIWAY R

101ST AVE.

GREAT ROCK ST.

R2

R1

URIAH ST.

104th AVE

193'

193'

750'

75'

750'600'

193'

75'

600'

1400' SPIR

AL

BRL

193'193'75'

75'

75'

193'

RAMP TAXIWAY AS

RAMP TAXIWAY AA

RAMP TAXIWAY BS

RAMP TAXIWAY AN

75'

SNOW DUMP

RAMP TAXIWAY CS

RAMP TAXIWAY BN

BRL

193'

75'

193'SNOW DUMP

RAMP TAXIWAY CN

SNOW DUMP

193'

75'

600' 750'193'

BRL

600'

75'

750'

BRL

RVR

600' 193'750'

75'

193'193'

75'

193'

600'

750'

75'

XX

XX

XX

XX

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ENVIRO

NMENT

A L SUP

PORT

T RACO

N

C AFETERI

A

B UILDINGG EN ER ATOREM ER GENC Y

ADMIN

ISTRATION

31 2

RAFT PAD

P UM P ISLAND

6 58 7

TANKSFUEL

FUELISLANDS

CAR W ASH

ADMINISTRATIVE

SERV ICESTORE

CAR WASH

NO. 3PUMP STA.

CARGO BUILDING

DETENTION POND

DETENTION POND

AIR CARGO BLDG. "C"

20 ACRE FEET

KITCHEN

GSE

TRUC

K

WASH

U N I T E D C A R G O

S E R V I C E S E Q U I P M E N T

U N I T E D G R O U N D


AIR CARGO BLDG. "A"

DETENTIONPOND

DETENTIONPOND

AIR CARGO BUILDING "B"

ADM IN.B LD 'G

C AR W ASH/M AIN TEN ANC EB UI LDI NG

PUMP STATIONS

CLUB

#1 GOLD

MAIN TENANCE

ADMINISTRATION

MAINTENANCE

CAR WASH

ADMINISTRATION

VEHICLEMAINTENANCE

CAR WASH

ADMINISTRATIONBLDG.

GENERAL AVIATION

Vehicle

Maintenance

Building

Executive

Terminal

Maintenance

Hangar

Shop Facilities

GA EXPANSION

DETENTIONPOND

PUMP STA.NO. 1

VEHICLE STORAGE

AIRPORT MAINTENANCE

SAND STORAGE

ARFF 1WEST VAULT

T AN K "A"

T AN K "B "

T AN K "C "

DEICING

T 13

T 14

T 12

T 10

T 8

T 11

T 9

T 7T 6

T 4

T 2

T 5

T 3

T 1

LO AD O U T P U M P

RECOVERY

EAST VAULT

WEST GLYCOLPUMP STA.

DETENTION PUMP STA.NO. 4

PUMP STA.NO. 7

DETENTIONPONDPOND

EAST GLYCOLPUMP STA.

SUBSTATION

STORAGEFACILITYFIRE WATER TANK

CENTRALPLANT

PARKING

PARKINGAIRCRAFT

LEAD OFFICE

ENTRY COURT

HANGAR 2

HANGAR 3

HANGAR 4

STORES

CANOPY

AIRCRAFT

AIRPORT MAINT.SAND/UREA SITE

#3 PUMP STA. NO. 6IN ARFF STA.

BOMB/SEARCHFACILITY

ARFF

KITCHENFLIGHT

SK Y C H EFS I N - FLI G H T KI TC H EN

ARFF #4

ARFF 4 FLIGHTKITCHEN

NO. 5

MPOP

PUMP STA.NO. 8

PUMP BUILDING

SHOP AREA

HANGAR AIRCRAFT RESCUE TRAINING AREA

ARFF 2PUMP STA.

BEACON

PUMP STA.NO. 2

4

FACILITYSTORAGEVEHICLE

FACILITYMAINTE NANCE

AIRPORT

EL. 5,367

APPROXIMATELIMITS OF WORK

SECURITY GATE 5

CONTRACTOR ACCESS

LANDSIDE AND AIRSIDE EMPLOYEEPARKING AREAS. CONTRACTOR'SEMPLOYEES TO PARK IN THESEAREAS AND TAKE BUS TO WORK SITE.

GATE G7

ALTERNATECONTRACTORACCESS

ALTERNATECONTRACTORACCESS

PROJECTLOCATION

LASE

EVNE

DFO

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YTOC NU


DENVERINTERNATIONAL

AIRPORT

CADD FILE NO.

SHEET NO.

SHEET TITLE

VOLUME NO.

DESIGN CONTRACT NO.

WORK BREAKDOWN NO.

FAA AIP NO:

CHECKED BY:

DRAWN BY:

DATE:

ISSUE RECORD

CONST. CONTRACT NO.

SCALE:

DESIGNER OF RECORD



BURNS & McDONNELL

10/23/12


As indicated

P. HEIMBURGER

D. WHITNEY

VICINITY MAP ANDSITE PLAN

G1.01

201310046-00

CE-03024-09

0 AM IFC 13MR13 DMW

1" = 800'-0"G1.01

SITE PLAN2

N

1" = 3000'-0"G1.01

VICINITY MAP1

N


E1 E2 E3 E4 E5 E6W1W2W3W4W5W6W7

N1

N2

N3

N4

S1

S2

S3

S4

E7

AD2.01

2

W4W5

N1

S1

S2

MECHANICALCPT_02_1W_107

TRAININGCPT_02_1W_108

CORRIDORCPT_02_1W_CR09

TOOL ROOM

1

4

2

5

3

3

6

DEMOLITION SHEET NOTES1. ALL WORK DEMOLISHED SHALL BE REMOVED FROM THE PREMISES, EXCEPT

ITEMS TO BE REUSED OR RETURNED TO THE OWNER, OR UNLESS NOTEDOTHERWISE.

2. THE CONTRACTOR SHALL REMOVE FROM PREMISES CONDUITS LEFT AFTERWALL DEMOLITION, INICLUDING SWITCH BOXES, PLATES, BRIDGES OR ANYCOMMUNICATION OR POWER WIRING AND EQUIPMENT.

3. IN ALL AREAS WHERE DEMOLITION (REMOVAL OF TILE, CARPETING,PARTITIONS, ETC.) CAUSES AN UNEVENNESS IN SLAB, THE CONTRACTORSHALL PATCH TO LEVEL THE SLAB TO RECEIVE NEW FINISHED FLOORING, ASNOTED.

4. THE CONTRACTOR SHALL PROTECT ADJACENT BUILDING PROPERTY FROMDUST AND DEBRIS WHILE DEMOLITION AND CONSTRUCTION ARE INPROGRESS.

5. ALL PROJECTING PLUMBING, FLOOR AND WALL ELECTRICAL ANDCOMMUNICATION OUTLETS, AND OTHER PROJECTING ITEMS WHICH ARE BEINGREMOVED SHALL HAVE ALL PIPING, CONDUCTORS AND WIRING REMOVED BACKTO PANEL OF ORIGIN OR MAIN BRANCH.

6. UPON COMPLETION OF THE DEMOLITION WORK, ALL AREAS ARE TO BE LEFTBROOM CLEAN.

7. REMOVE EXISTING FLOOR FINISHES, CEILINGS AND CEILING MOUNTEDFIXTURES AND DEVICES IN AREAS OF DEMOLITION.

8. REMOVE EXISTING SLAB OR FOUNDATIONS TO COORDINATE WITH NEWSTRUCTURAL WORK, AS DEFINED IN THE STRUCTURAL DRAWINGS

9. ALL DEMOLITION IS TO BE COORDINATED WITH THE DRAWINGS FOR NEWCONSTRUCTION TO ENSURE EXTENT OF AREAS OR ITEMS TO BE REMOVED.

LEGEND

EXISTING TO REMAIN, NOT PART OF WORK

EXISTING WALL TO REMAIN

EXISTING DOOR TO REMAIN

EXISTING TO BE REMOVED

EXISTING DOOR AND FRAME TO BE REMOVED. SALVAGE FORREUSE IN NEW LOCATION, IF POSSIBLE

KEYNOTES1. REMOVE STEEL TRIM AROUND EDGES OF WALL OPENING AND ANY CONCEALED

ELEMENTS WITHIN. EXPOSE EXISTING WALL FRAMING AND EDGE OF GYP.BOARD, IF OCCURS, IN PREPARATION FOR NEW CONSTRUCTION.

2. SALVAGE EXISTING DOOR, FRAME AND HARDWARE, AND RETURN TO OWNER.3. REMOVE HARDLID OVER ENTIRE AREA OF DEMOLITION4. ALL CEILING, FLOOR FINISH, AND MILLWORK ELEMENTS WITHIN THIS AREA IS TO

BE PROTECTED AND IS TO REMAIN.5. REMOVE ALL RACKS, TOOLS AND EQUIPMENT WITHIN THIS SPACE, PRIOR TO

DEMOLITION, AND RETURN TO OWNER.6. SALVAGE EXISTING FLAT SCREEN T.V. AND WALL MOUNT BRACKET FOR

REINSTALLATION IN TRAINING ROOM.

LASE

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DENVERINTERNATIONAL

AIRPORT

CADD FILE NO.

SHEET NO.

SHEET TITLE

VOLUME NO.

DESIGN CONTRACT NO.

WORK BREAKDOWN NO.

FAA AIP NO:

CHECKED BY:

DRAWN BY:

DATE:

ISSUE RECORD

CONST. CONTRACT NO.

SCALE:

DESIGNER OF RECORD


475 17th STREET, SUITE 720

DENVER, CO 80202

IRON HORSE ARCHITECTS

12/12/12

475 17th Street, Suite 720DENVER, CO 80202PHONE: 720-855-7572FAX: 720-855-7536www.iron-horse-architects.com

This document is an instrument of services and assuch, remains the property of the Architect. The useof this document is limited and can be extendedonly by written agreement with IRON HORSEARCHITECTS, INC.

COPYRIGHT 2012 ©

KEY PLAN

As indicated

P.CLARIDGE

P.CLARIDGE

01

LOWER LEVELPUMP ROOM

DEMOLITION PLAN

AD2.01

201310046-00

CE-03024-09

0 PC IFC 13MR13 PC

1/16" = 1'-0"A2.02 AD2.01

LOWER LEVEL OVERALL-DEMOLITION PLAN1

1/4" = 1'-0"AD2.01 AD2.01

ENLARGED DEMO PLAN-TRAINING2

N

N

-


SCALE IN FEET

0 8' 16' 32'

SCALE IN FEET

0 2' 4' 8'

E1 E2 E3 E4 E5 E6W1W2W3W4W5W6W7

N1

N2

N3

N4

S1

S2

S3

S4

E7

A2.02

5

A2.02

6

W4W5

N1

S1

TRAININGCPT_02_1W_108

MECHANICALCPT_02_1W_107

CORRIDORCPT_02_1W_CR09

ALIGN

1 2

A2.02

4

TYP

2

A2.02

E4 E5

N2

N3

N4

122A

122B

ELECTRICAL ROOMCPT_02_1E_122

BOILER ROOMCPT_02_1E_117

ALIG

N

ALIGN

3

4

9' - 4"

.

21' - 8"

0' -

8"

VIF

1'-6

" M

IN.

3' - 2"

ALIG

N

.

5

5

3

A2.02

6A

CONSTRUCTION SHEET NOTES1. ALL FIRE RATED PARTITIONS SHALL EXTEND FROM TOP OF STRUCTURAL FLOOR

SLAB TO BOTTOM OF STRUCTURE ABOVE.2. WALLS SHOWN ALIGNED WITH BASE BUILDING STRUCTURE SHALL BE FLUSH AND

SMOOTH WITH BASE BUILDING STRUCTURE, UNLESS NOTED OTHERWISE.3. REFER TO MEP DRAWINGS FOR NEW MECHANICAL, ELECTRICAL, PLUMBING AND

EQUIPMENT AND MODIFICATIONS AT DEMOLISHED AREAS.4. REFER TO STRUCTURAL DRAWINGS FOR CMU CONNECTION DETAILS.5. REFER TO SPECIFICATIONS FOR DOOR HARDWARE INFORMATION.6. NEW GYPSUM BOARD PARTITIONS ARE TO RECEIVE (2) COATS, FLAT INTERIOR

PAINT FINISH IN COLOR TO MATCH EXISTING, ADJACENT WALLS.

LEGEND

EXISTING TO REMAIN, NOT PART OF WORK

EXISTING WALL TO REMAIN

EXISTING DOOR TO REMAIN

NEW STEEL STUD CONSTRUCTIONPARTITION TYPE "C1" - 3 5/8" STUDS @ 24" O.C. W/(2) LAYERS 5/8" TYPE 'X' GYP. BOARD EACH SIDE,2-HOUR RATED W/ACOUSTIC AND FIRE SEALANT ATALL SIDES.

NEW CMU CONSTRUCTIONPARTITION TYPE "N3" - NOMINAL 8"x8"x16" CMU, 2-HOUR RATED, ON 8" CONCRETE CURB. RE:STRUCTURAL FOR REINFORCING AND CONNECTIONDETAILS

NEW 3'-0" x 7'-2" HOLLOW METAL DOOR AND FRAME,90 MIN. RATED. REFER TO SPECIFICATIONS FORHARDWARE. CONFIRM HARDWARE OPERATIONWITH DIA PROJECT MANAGER.

NEW 3'-0"PR x 7'-2" HOLLOW METAL DOOR ANDFRAME, 90 MIN. RATED. REFER TOSPECIFICATIONS FOR HARDWARE. CONFIRMHARDWARE OPERATION WITH DIA PROJECTMANAGER.

KEYNOTES1. NEW LOCATION FOR EXISTING FLAT SCREEN T.V. MOUNTED WITH

CENTERLINE AT 60" A.F.F. PROVIDE METAL STUD BLOCKING WITHIN WALL FOREXISTING MOUNTING BRACKET. SEE DETAIL NOTED.

2. PROVIDE NEW POWER AND CABLE OUTLETS @ 66" A.F.F., CENTERED INOVERALL LENGTH OF WALL, FOR FLAT SCREEN T.V.

3. 2'-0"W WALL MOUNTED STEEL LADDER, BOLTED INTO CMU WALL AND ATFLOOR, FOR ACCESS TO MECHANICAL EQUIPMENT ON ROOM LID.

4. PROVIDE SPRAY-ON FIREPROOFING AT UNDERSIDE OF NEW COMPOSITEDECK OVER THIS ROOM TO ACHIEVE 2-HOUR RATING.

5. CONTRACTOR TO LAYOUT CHALK LINES TO CONFIRM THAT WALLCONSTRUCTION CAN MEET ALIGNMENTS NOTED. IF EXISTING CONDITIONSPRECLUDE ALIGNMENT WITH BOTH EXISTING COLUMNS, RUN NEW WALLCONTINUOUSLY PAST FACE OF COLUMNS, UNINTERRUPTED. FILL GAPS UPTO 1" WIDE WITH BACKER RODS AND CONTINUOUS SEALANT, FROM FLOORTO TOP OF LID. GAPS LARGER THAN 1" TO BE FILLED WITH CONTINUOUSGROUT AND TOOLED SMOOTH.

S1

EXISTING TO REMAIN

TYPE 'C1' PARTITION

PROVIDE 3/8" FIRE SEALANT AT ALLTRANSITIONS TO CMU, BOTH SIDES

ALIGN

LOWER LEVEL62' - 2 1/2"

EXISTING TO REMAIN

3/8" FIRE SEALANT AT ALL TRANSITIONSTO CMU, BOTH SIDES

TYPE 'C1' PARTITION

EXISTING TOPPING SLAB AND FLOORSTRUCTURE TO REMAIN

5' -

0"

16GA STUD, TOP AND BOTTOM OF OFSTEEL PLATE

PROVIDE STEEL SLEEVES AT ALLFASTENERS

14GA x 3 1/2" WIDE, MIN., GALV. STEELPLATE EITHER FIELD WELDED ORSCREWED TO HORIZONTAL STUDS.PROVIDE 1/16" CONTINOUS FIELDFILLET WELD, TYP. BOTH SIDES, IFWELDED CONNECTION IS USED

TO

C.L

. O

F T

.V. M

OU

NT

ING

1'-0"

6"

3'-0"

2'-0" MIN.

1'-6" CLR

2'-0" CLR

TOP OF ROOM LID, RE:STRUCTURAL FORLADDER ATTACHMENTTO TOP OF LID

2"x 3/8" THICK STEELSTRINGERS WITH 3/4"DIAM. STEEL RUNGS @12" O.C., MAX., WELDRUNGS ALL AROUND TOSTEEL STRINGERS ANDGRIND SMOOTH

8"x 3"x 3"x 3/8" BENT STEELPLATE BRACKET. WELD TOSTRINGER ALL AROUND.FASTEN BRACKET TO WALLW/ 5/8" DIAM. HILTI HY-70ANCHORS, OR EQUAL.EMBED 3" MIN.

3"x 3"x 2"x 3/8" BENT STEELPLATE BRACKET. WELD TOSTRINGER ALL AROUND.FASTEN BRACKET TOFLOOR W/ 5/8" DIAM. S.S.HILTI HIT-RE-500-SDANCHORS, OR EQUAL.EMBED 3" MIN.

B A

3B

A2.02

LASE

EVN

ED

FO

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NA

YT IC

YTOC NU


DENVERINTERNATIONAL

AIRPORT

CADD FILE NO.

SHEET NO.

SHEET TITLE

VOLUME NO.

DESIGN CONTRACT NO.

WORK BREAKDOWN NO.

FAA AIP NO:

CHECKED BY:

DRAWN BY:

DATE:

ISSUE RECORD

CONST. CONTRACT NO.

SCALE:

DESIGNER OF RECORD


475 17th STREET, SUITE 720

DENVER, CO 80202

IRON HORSE ARCHITECTS

12/12/12

475 17th Street, Suite 720DENVER, CO 80202PHONE: 720-855-7572FAX: 720-855-7536www.iron-horse-architects.com

This document is an instrument of services and assuch, remains the property of the Architect. The useof this document is limited and can be extendedonly by written agreement with IRON HORSEARCHITECTS, INC.

COPYRIGHT 2012 ©

KEY PLAN

As indicated

P. CLARIDGE

P. CLARIDGE

01

LOWER LEVELPUMP ROOM FLOOR

PLAN

A2.02

201310046-00

CE-03024-09

0 PC IFC 13MR13 PC

1/16" = 1'-0"A2.02 A2.02

LOWER LEVEL OVERALL-CONSTRUCTION PLAN1

1/4" = 1'-0"A2.02 A2.02

ENLARGED PLAN-TRAINING5

1/4" = 1'-0"A2.02 A2.02

ENLARGED PLAN-ELECTRICAL6

N

1 1/2" = 1'-0"A2.02 A2.02

BREAK ROOM-INFILL PLAN DETAIL AT EXISTING4

1 1/2" = 1'-0"A2.02 A2.02

BREAK ROOM-INFILL SECTION2


1/2" = 1'-0"A2.02 A2.02

LADDER DETAIL3

SCALE IN FEET

0 8' 16' 32'

N N

SCALE IN FEET

0 2' 4' 8'

SCALE IN FEET

0 2' 4' 8'

SCALE IN FEET

0 1/2' 1' 1 1/2'

SCALE IN FEET

0 1' 2' 4'

SCALE IN FEET

0 1/2' 1' 1 1/2'

01-GENERAL REQUIREMENTSGOVERNING DESIGN CODES:1.

INTERNATIONAL BUILDING CODE (IBC-09)

AISC MANUAL OF STEEL CONSTRUCTION (13TH EDITION)

BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI 318-08)MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE7-05)

STRUCTURAL MEMBERS (NAS-01)

2011 DENVER AMENDMENTS TO THE 2009 INTERNATIONAL BUILDING CODE

NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL

D.

B.C.

A.

E.F.

MEMBER DESIGN BASIS IS LOAD AND RESISTANCE FACTOR DESIGN (LRFD)CONNECTION DESIGN BASIS IS LOAD AND RESISTANCE FACTOR DESIGN (LRFD)

02-INSTRUCTIONS AND COORDINATION1. COORDINATION:

A. ANY DIFFERENCES BETWEEN THE ARCHITECTURAL AND STRUCTURAL DRAWINGS SHALL BEREPORTED TO THE DIA PROJECT MANAGER BEFORE PROCEEDING WITH THE WORK.

B. CONFLICTS WITHIN THE STRUCTURAL DRAWINGS OR BETWEEN THE STRUCTURALDRAWINGS, GENERAL NOTES AND/OR SPECIFICATIONS SHALL BE REPORTED TO THEDIA PROJECT MANAGER FOR RESOLUTION BEFORE PROCEEDING WITH MODIFICATIONS ORADJUSTMENT.

C. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE MECHANICAL AND ELECTRICALEQUIPMENT PURCHASED WITH INFORMATION SHOWN ON THE STRUCTURAL DRAWINGSINCLUDING, BUT NOT LIMITED TO, EQUIPMENT LOCATION, SIZE, WEIGHT, OPENINGS ANDSUPPORT REQUIREMENTS. REPORT DIFFERENCES TO THE ARCHITECT AND ENGINEERBEFORE PROCEEDING WITH THE WORK.

D. EXISTING CONDITIONS: THE STRUCTURAL DRAWINGS HAVE BEEN PREPARED USINGAVAILABLE INFORMATION OF EXISTING CONDITIONS.IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMPARE THE EXISTINGCONDITIONS TO THE INFORMATION SHOWN ON THE DRAWINGS AND NOTIFY THE ARCHITECTOF ANY DIFFERENCES BEFORE PROCEEDING WITH THE WORK.WHERE ATTACHMENTS TO EXISTING STRUCTURE REQUIRE THE REMOVAL OF FIREPROOFINGMATERIAL, FIREPROOFING SHALL BE REPLACED PER SPECIFICATION SECTION 07 81 00APPLIED FIREPROOFING.MANY PIPE SUPPORTS HAVE THE ABILITY TO BE SHIFTED HORIZONTALLY IN THE FIELD BYSMALL DISTANCES IN ORDER TO AVOID CONFLICTS WITH EXISTING INFRASTRUCTURE. ALLPROPOSED SHIFTS OF SUPPORT LOCATIONS SHALL BE COORDINATED WITH AND APPROVED

E.

F.

BY THE DIA PROJECT MANAGER AND THE STRUCTURAL ENGINEER.

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SHEET TITLE

VOLUME NO.

DESIGN CONTRACT NO.

WORK BREAKDOWN NO.

FAA AIP NO:

CHECKED BY:

DRAWN BY:

DATE:

ISSUE RECORD

CONST. CONTRACT NO.

SCALE:

DESIGNER OF RECORD


6099 S. WINDERMERE STLITTLETON, CO 80120

10/23/12

SAN ENGINEERING, LLC

3/4" = 1'-0"

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STRUCTURALGENERAL NOTES

S0.01

201310046-00

CE-03024-09

O JJM IFC 13MR13 TMM


E

N1

N2

N3

N4

S1

S2

S3

S4

W1W2W3W4W5W6W7

31'-0" 31'-0" 31'-0" 31'-0" 31'-0" 31'-0"

3'-0"

6'-1

0"2'

-4 3

/4"

7'-0

"

2'-10"6'-6 7/8"

5'-4

3/4

"

6"

6

S5.02

5

S5.03

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WORK BREAKDOWN NO.

FAA AIP NO:

CHECKED BY:

DRAWN BY:

DATE:

ISSUE RECORD

CONST. CONTRACT NO.

SCALE:

DESIGNER OF RECORD



10/23/12

KEY PLAN


1/8" = 1'-0"

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OVERALL - WESTCURB AND SLAB

PLAN

S1.00

201310046-00

CE-03024-09


S1.00 1/8" = 1'-0"

1 LOWER LEVEL WEST OVERALL

N

SCALE IN FEET

0 4' 8' 16'


EE

E E

E EE

E

EE E

E

N1

N2

N3

N4

S1

S2

S3

S4

E1 E2 E3 E4 E5

8'-3

"22

'-6"

31'-0"

2

S5.01 2

S5.01

EXISTINGCOLUMN

7 5/8" HIGH x8" WIDE CURB

31'-0" 31'-0" 31'-0" 31'-0"

EQUIPMENTPAD

P-24 PUMPEQUIPMENT PAD

1'-3

"

1'-4

1/4

"3'

-4"

26'-0

3/4

"1'

-3"

4'-3"

11'-5

3/4

"

22'-6

"22

'-6"

20'-0

"20

'-0"

20'-0

"

1

S5.03

1'-0

1/2

"

9'-9 1/2"

8'-2 5/8"

5 1/

8"

RTU-1 PADS

1

S5.04

11"

16'-9

"

12'-7 1/4"

3'-2

"

1'-3" 9'-11 3/8" 6'-4" 6'-7 1/4" 6'-10 3/8"

EXISTINGCURB

EXISTINGCHILLER PAD

12" HIGH PAD

3'-8

"

6" HIGH PAD FOREXISTING ELECTRICAL

PANEL

1'-9" 27'-6" 1'-9"

NEW CHILLER PAD

9'-6

1/2

"1'

-9"

5

S5.02

6

S5.02

6

S5.02

7'-9 1/2"

18'-8

"

4'-0"

EQ

UIP

ME

NT

PA

D

8'-6" 5'-3" 4'-9

1/2

"3'

-6"

2'-2

"

EXISTING RTU-1 PADS TOBE REMOVED, REPAIRFLOOR PER DETAIL 6,

SHEET S503

9'-10 7/8" 3'-0"

4'-3

"2'

-5"

5'-5" 3'-0"M.C.C. ROOM

6

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SHEET TITLE

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WORK BREAKDOWN NO.

FAA AIP NO:

CHECKED BY:

DRAWN BY:

DATE:

ISSUE RECORD

CONST. CONTRACT NO.

SCALE:

DESIGNER OF RECORD



10/23/12

KEY PLAN


3/16" = 1'-0"

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OVERALL - EASTCURB AND SLAB

PLAN

S1.01

201310046-00

CE-03024-09


S1.01 3/16" = 1'-0"

1 LOWER LEVEL EAST OVERALL PLAN

N

SCALE IN FEET

0 4' 8' 12'


N2

N3

N4

E4 E5

2" CONCRETE OVERVULCRAFT 2VLR18 DECKING

REINF. W/ #4 @ 12" E.W.

8'-3

"22

'-6"

1

S5.01

1

S5.01

3

S5.01

3

S5.01

EXISTING COLUMN

EXISTING COLUMN

8" CMUWALL

W10X39

W10X39

W10X39

W10X39

W10X39

W10X39

W10X39

W10X39

W10X39

1'-6

7/8

"3'

-6"

3'-6

"3'

-6"

3'-6

"3'

-6"

3'-6

"3'

-6"

3'-0

"1'

-8 1

/8"

11" 23'-2 1/2" 6'-10 5/8"

7 3/

8"

HSS4x4x1/4 POSTON EXISTING BEAM

(TYP OF 2)

117'-8"

T.O.C.

4

S5.01

6

S5.01

EXISTINGCONCRETE BEAM

11

S5.01

DUCT PENETRATION

DUCT PENETRATION

N2

N3

N4

E4 E5

8'-3

"22

'-6"

31'-0"

2

S5.01

2

S5.01

EXISTING COLUMN

8" CMU WALL

1'-3

"

6'-10 5/8"

3'-6

3/4

"3'

-4"

1'-4

1/4

"

7

S5.01

1'-3 1/4" 9'-11 1/4" 6'-4" 6'-7"

1'-3 1/4"

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WORK BREAKDOWN NO.

FAA AIP NO:

CHECKED BY:

DRAWN BY:

DATE:

ISSUE RECORD

CONST. CONTRACT NO.

SCALE:

DESIGNER OF RECORD



10/23/12

KEY PLAN


1/4" = 1'-0"

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LOWER LEVELSTRUCTURAL PLAN

S1.02

201310046-00

CE-03024-09


S1.02 1/4" = 1'-0"

2 ELECTRICAL ROOM CEILING ROOF FRAMING PLAN

S1.02 1/4" = 1'-0"

1 LOWER LEVEL-ELECTRICAL ROOM WALL PLAN

N

N

SCALE IN FEET

0 2' 4' 8'

SCALE IN FEET

0 2' 4' 8'


S1

S2

S3

E2 E3

W18

X55

W18

X55

W16X77

W18

X55

W18

X55

W12

X30

W12

X30

W12

X30

W12

X30

W16X77

W16X77

W16X77

H1

H1H1

H1

H2

H2

H2 H1 H1

S1

S1

H2 H1

H1 H2 H1 H1

H1 H1 H1 H1 EXISTING COLUMN (TYP.)

16"Ø

PIP

E

16"Ø

PIP

E

16"Ø

PIP

E

16"Ø

PIP

E

18"Ø

PIP

E

16"Ø PIPE

16"Ø PIPE

24"Ø

PIP

E

24"Ø

PIP

E

24"Ø PIPE 16"Ø PIPE

24"Ø PIPE

18"Ø

PIP

E

8

S5.01TYP.

9

S5.01

TYP.

10

S5.01TYP.

W12

X30

W12

X30

H1H1

H1 H1 H1 H1

W16X77

W12

X30

W12

X30

3'-0

"7'

-10

3/4"

5'-4

3/8

"3'

-9"

3'-6

"11

'-11

3/4"

4'-6

1/4

"

2'-6 1/4" 2'-3 7/8" 3'-8" 2'-4 1/2" 9 1/2" 6'-3 3/4" 4'-8 1/2" 8'-3 5/8"

H1

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SHEET NO.

SHEET TITLE

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WORK BREAKDOWN NO.

FAA AIP NO:

CHECKED BY:

DRAWN BY:

DATE:

ISSUE RECORD

CONST. CONTRACT NO.

SCALE:

DESIGNER OF RECORD



10/23/12

KEY PLAN


1/2" = 1'-0"

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CHILLER PIPINGSUPPORT PLAN

S1.03

201310046-00

CE-03024-09


S1.03 1/2" = 1'-0"

1 LOWER LEVEL PIPE ROUTES

1. T.O.S. = 125'-8" UNLESS NOTED OTHERWISE.

GENERAL SHEET NOTES

SHEET KEYNOTESH1: HANGER TYPE 1; 16" OR 18" HANGER FROM STEEL BEAM RE: DETAIL 1/S506

H2: HANGER TYPE 2; 24" HANGER FROM STEEL BEAM RE: DETAIL 2/S506

S1: FLOOR SUPPORT TYPE 1; TYPICAL 24" STANCHION SUPPORT ON EXISTING FLOOR. RE: DETAIL 3/S506

N

SCALE IN FEET

0 1' 2' 4'


S1

S2

W4W5

H3

H3

H3

S2

S2

6'-0

"5'

-0"

1'-5

"2'

-0"

5'-5

"

3'-3" 5'-2 1/8" 4'-1 3/8"

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SHEET NO.

SHEET TITLE

VOLUME NO.

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WORK BREAKDOWN NO.

FAA AIP NO:

CHECKED BY:

DRAWN BY:

DATE:

ISSUE RECORD

CONST. CONTRACT NO.

SCALE:

DESIGNER OF RECORD



10/23/12

KEY PLAN


1/2" = 1'-0"

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LOWER LEVELPUMP ROOM

PIPING SUPPORT

S1.04

201310046-00

CE-03024-09


S1.04 1/2" = 1'-0"

1 LOWER LEVEL PUMP ROOM PIPE SUPPORT PLAN

SHEET KEYNOTESH3: HANGER TYPE 3; 24" OR 18" HANGER FROM STEEL BEAM RE: DETAIL 4/S506

S2: 18" STANCHION SUPPORT FROM CONCRETE FLOOR OR BEAM. RE: DETAIL 7/S506

N

SCALE IN FEET

0 1' 2' 4'


STEEL BEAM RE: PLAN

CONT. BOND BEAMW/ (2) - #5

2" CONCRETE OVERVULCRAFT 2VLR18DECKING (OR EQUAL)REINF. W/ #3 @ 12 E.W.

PL 1/2"x4"x0'-4" W/(1) - 1/2" x 4" H.A.S

8" CMU WALL.GROUT BEARING

CELLS FULL-HEIGHT

T.O SLAB

RE: PLAN2"2"

3/16"

2 1/2"

5

S5.01

CONCRETE TO INSIDEFACE OF WALL. ENDMETAL DECKING AT

INSIDE FACE OF WALL.

8"

8" CMU W/ #5 @ 24" O.C.VERT. IN GROUTED CELLS

#5 x 3'-6" DOWELS TOMATCH LOCATION OF VERT.WALL REINFORCING.DRILL AND EPOXY 4" INTOFLOOR TOPPING SLAB.(HILTI HIT-RE 500-SD OR EQUAL)

EXISTING CONCRETEFLOOR TOPPING

4"

8" CONCRETECURB

EXISTING PRECASTFLOOR FRAMING

7 3/

8"

8" BOND BEAMW/ (2) - #5, SOLIDGROUTED

8" CMU , SOLID GROUT

LADDER-TYPE HORIZONTALJOINT REINFORCEMENTSPACED @ 16" O.C.

DOOR FRAME~ RE: ARCH

STEEL BEAM RE: PLAN

2" CONCRETE OVERVULCRAFT 2VLR18 DECKINGREINF. W/ #3 @ 12 E.W.

T.O SLAB

RE: PLAN

CONCRETE TO INSIDEFACE OF WALL. ENDMETAL DECKING AT

INSIDE FACE OF WALL.

EXISTING 30" x 48"CONCRETE BEAM

RE: 6/S501 FOR BASE PLATE

HSS4x4x1/4 STUB

1" N

ON

-SH

RIN

K G

RO

UT

6" E

MB

ED

T.O. BEAM

116'-0"

1'-6"

1 1/2"1 1/2"

3/16"

3/16"

8"

2"Ø POST

PL1/2"x0'-6"x0'-6" W/ 4 - 1/2"ØBOLTS (3 1/2" EMBED) DRILL &FILL W/ HILTI RE-500 SDADHESIVE PER MANUFACTURERRECOMMENDATIONS.

3 1/

2"

1" N

ON

-SH

RIN

K G

RO

UN

T

1"2"

2"1"

1" 2" 2" 1"

6"

6"

RE: 1/S501 FOR ADD'L INFO

3/16"

STEEL BEAM RE: PLAN

2" CONCRETE OVERVULCRAFT 2VLR18 DECKINGREINF. W/ #3 @ 12 E.W.

T.O SLAB

RE: PLAN

EXISTING 30" x 48"CONCRETE BEAM

PL3/4"x10"x0'-10" W/ 4 - 1/2"ØBOLTS (6" EMBED) (SEE

DETAIL BELOW) DRILL ANDFILL W/ HILTI RE-500 SD

ADHESIVE PERMANUFACTURERS REC.

HSS4x4x1/4 STUB

1" N

ON

-SH

RIN

K G

RO

UT

6" E

MB

ED

T.O. BEAM

116'-0"

1 1/2"1 1/2"

3/16"

3/16"

1'-6 7/8"

N4

L3x3x3/8 CONT. W/ 1/2"ØBOLTS DRILL & FILL W/

HILTI RE-500 SD ADHESIVE@ 24" O.C.

1 1/

2"1

1/2"

7"

1 1/2" 7" 1 1/2"

10"

10"

N4

8" CMU WALL

EXISTING CONCRETEWALL

DUR-O-WALL CMUANCHOR (OR EQUAL) @16" O.C. VERTICALLY

9" 9"

HILTI KWIK BOLT TZ, CS 3/8" OREQUAL ANCHOR. EMBED 2" MIN.

3"

L4x3x3/8x0'-6" W/ 2 - 3/4ØA325N BOLTS @ 3" O.C. EA.LEG

3"



EXISTING 30" x 30"CONCRETE COLUMN

9" 1'-0" 9"

2"

PL 1/2x16x2'-4" W/ 6 - 3/4"ØBOLTS (6" EMBED) DRILL &FILL W/ HILTI RE-500 SDADHESIVE PERMANUFACTURERRECOMMENDATION

2"1'

-0"

1'-0

"2"

3/16"

1/2" RETURNON TOP

NOTES:

1. SPECIAL INSPECTION REQUIRED FOR POST INSTALLED ANCHORS.2. PILOT DRILL HOLES PRIOR TO PLATE FABRICATION. ANY HOLE CAN BE

MOVED 1" ANY DIRECTION TO MISS EXISTING COLUMN REBAR.3. DO NOT CUT ANY REBAR.

STEEL BEAM~RE PLAN

STEEL BEAM RE: PLAN

2" CONCRETE OVERVULCRAFT 2VLR18DECKING (OR EQUAL)REINF. W/ #3 @ 12 E.W.

T.O SLAB

RE: PLAN2"2"

3/16"(TYP)

L4x4x1/2" POUR STOP

RE: SHEET M2.03 FOR LOCATIONSOPENINGS FOR 32"x32" & 78"x24" DUCTS

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SHEET NO.

SHEET TITLE

VOLUME NO.

DESIGN CONTRACT NO.

WORK BREAKDOWN NO.

FAA AIP NO:

CHECKED BY:

DRAWN BY:

DATE:

ISSUE RECORD

CONST. CONTRACT NO.

SCALE:

DESIGNER OF RECORD



10/23/12


1 1/2" = 1'-0"

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STRUCTURALDETAILS

S5.01

201310046-00

CE-03024-09


S1.02 S5.01 1 1/2" = 1'-0"

1 ROOF FRAMING CONNECTION

S1.00 S5.01 1 1/2" = 1'-0"

2 SECTION AT MASONRY WALL TO DOUBLE TEE

S1.02 S5.01 1 1/2" = 1'-0"

3 SECTION AT DOOR HEADER

S1.02 S5.01 1 1/2" = 1'-0"

4 POST TO EXISTING BEAM CONNECTION

S5.01 S5.01 1 1/2" = 1'-0"

5 HANDRAIL CONNECTION

S1.02 S5.01 1 1/2" = 1'-0"

6 SECTION AT CONCRETE WALL

S1.02 S5.01 1 1/2" = 1'-0"

7 CMU WALL INTERFACE

S1.03 S5.01 1 1/2" = 1'-0"

8 W12 CONNECTION TO W16

S1.03 S5.01 1 1/2" = 1'-0"

9 W16 CONNECTION TO W18

S1.03 S5.01 1 1/2" = 1'-0"

10 W18 TO COLUMN CONNECTION

S1.02 S5.01 1 1/2" = 1'-0"

11 SLAB PENETRATION DETAIL

SCALE IN FEET

0 1/2' 1' 1 1/2'

SCALE IN FEET

0 1/2' 1' 1 1/2'

SCALE IN FEET

0 1/2' 1' 1 1/2'

SCALE IN FEET

0 1/2' 1' 1 1/2'

SCALE IN FEET

0 1/2' 1' 1 1/2'

SCALE IN FEET

0 1/2' 1' 1 1/2'

SCALE IN FEET

0 1/2' 1' 1 1/2'

SCALE IN FEET

0 1/2' 1' 1 1/2'

SCALE IN FEET

0 1/2' 1' 1 1/2'

SCALE IN FEET

0 1/2' 1' 1 1/2'

SCALE IN FEET

0 1/2' 1' 1 1/2'


EXIST. 8" CONCRETESLAB TOPPING

NEW 5" RAISEDEQUIPMENT PAD

#4 @12" O.C. E.W.

DRILL AND GROUT#4 @ 12"AROUND PERIMETER

6"5"

EXISTING#4 @ 12" E.W.


3/4" CLEAR COVER MIN.

8" EXISTINGCONCRETE

TOPPING SLAB

REINFORCED CONCRETEEQUIPMENT PAD

6"5"

EXISTING DOUBLE-TEEFLOOR FRAMING

ANCHOR HOLE. DRILL WITH 1 1/4"NOMINAL DIAMETER BIT FOR 1 1/8" ØANCHORS

1 1/8"Ø ASTM A193GRADE B7 HAS THREADED RODHILTI HIT-RE 500-SD OR EQUAL(RE: PLAN FOR LOCATIONS)

(2) - ASTM A563GRADE DH NUTS

ASTM F436 WASHER

PUMP BASE PLATE COORDINATE PUMPATTACHMENT WITH INERTIA BASE PERDETAIL 5/M6.02 AND SPEC. SECTION15245.

NON-SHRINKSOLID GROUT.

1'-5

1/4

"

EXISTING #4 @ 12" E.W.

RE: PLAN

RE

: PLA

N

4" REINFORCEDCONCRETE PAD

2

S5.024

S5.02

4

S5.02



#4 @12" O.C. E.W. DRILL AND GROUT#4 @ 12"AROUND PERIMETER

6"4"



3/4" CLEAR COVER MIN.

8" EXISTINGCONCRETE

TOPPING SLAB

REINFORCED CONCRETEEQUIPMENT PAD

4"4"

EXISTING DOUBLE-TEEFLOOR FRAMING

ANCHOR HOLE. DRILL WITH 5/8"NOMINAL DIAMETER BIT FOR 1/2" ØANCHORS

1 1/2"Ø ASTM A193GRADE B7 HAS THREADED RODHILTI HIT-RE 500-SD OR EQUAL(RE: PLAN FOR LOCATIONS)

(2) - ASTM A563GRADE DH NUTS

ASTM F436 WASHER

VFD BASE PLATE

1'-0

1/4

"

EXISTING #4 @ 12" E.W.

11'-5 3/4"

4'-3

"

5" REINFORCED CONCRETEPAD (TYP. OF 3)

3

S5.02

3

S5.02

1

S5.02

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CADD FILE NO.

SHEET NO.

SHEET TITLE

VOLUME NO.

DESIGN CONTRACT NO.

WORK BREAKDOWN NO.

FAA AIP NO:

CHECKED BY:

DRAWN BY:

DATE:

ISSUE RECORD

CONST. CONTRACT NO.

SCALE:

DESIGNER OF RECORD



10/23/12


1 1/2" = 1'-0"

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STRUCTURALDETAILS

S5.02

201310046-00

CE-03024-09


S5.02 S5.02 1 1/2" = 1'-0"

3 RAISED PUMP PAD SECTION

S5.02 S5.02 1 1/2" = 1'-0"

1 PUMP ANCHOR BOLT DETAIL

S1.00 S5.02 1 1/2" = 1'-0"

6 VFD ANCHOR AND PAD PLAN

S5.02 S5.02 1 1/2" = 1'-0"

4 RAISED VFD PAD SECTION

S5.02 S5.02 1 1/2" = 1'-0"

2 VFD ANCHOR BOLT DETAIL

NOTES:

1. GROUT FOR EQUIPMENT BASES SHALL BE SIKA SIKADUR 42, GROUT PAK, EPOXY GROUTINGSYSTEM OR APPROVED EQUAL. PREPARATION AND INSTALLATION SHALL BE IN STRICTACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.

2. IF EXISTING REINFORCEMENT IS ENCOUNTERED WHEN DRILLING DOWEL/ANCHOR EMBEDMENTS,"REBAR EATER" DRILL BITS MAY BE USED TO ACHIEVE THE DESIRED DEPTH.

3. WELDING TO ANCHOR BOLTS WILL NOT BE PERMITTED UNLESS SPECIFICALLY DETAILED.

4. BONDING AGENT SHALL BE SIKADUR 32 BY SIKA CORPORATION OR APPROVED EQUAL. PREPARATIONAND INSTALLATION SHALL BE IN STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.

5. PRIOR TO GROUTING UNDER BASE PLATES, ALL BASE PLATES SHALL BE ADJUSTED INTO ASINGLE LEVEL PLANE USING LEVELING NUTS OR SHIM PLATES. THE TOP NUTS SHALL THEN

BE TIGHTENED TO SECURE BASE PLATES.

6. REPAIR ANY FLOOR SURFACE DAMAGED BY REMOVAL OF EXISTING PAD WITH SIKA TOP 112PLUS. (DAMAGED AREA SHALL BE CHIPPED TO A MINIMUM DEPTH OF 1"). PAINT REPAIRED SURFACESTO MATCH EXISTING ADJACENT SURFACES. PAINT SHALL BE IN ACCORDANCE WITH SPECIFICATIONSECTION 09911.

7. AFTER GROUT HAS CURED, HOUSEKEEPING PADS SHALL BE PAINTED WITH EPOXY-BASED PAINTMATCHING THE EXISTING FLOOR COATING SYSTEM. AFTER THE EPOXY PAINTING IS COMPLETE, ASAFETY YELLOW STRIPE SHALL BE PAINTED AROUND THE PAD PERIMETER. THE YELLOW STRIPESHALL BE 4" WIDE ON THE TOP SURFACE OF THE PAD AND SHALL EXTEND 4" DOWN THE SIDESFROM THE TOP EDGE. THE YELLOW PAINT SHALL BE COMPATIBLE WITH THE EPOXY PAINT SYSTEM.PAINT SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION 09911.

8. ANCHOR LAYOUTS FOR SELECTED EQUIPMENT MAY VARY FROM THOSE SHOWN HEREIN. IT ISCRITICAL THAT THE ANCHOR BOLT LAYOUT, LOCATIONS, DIAMETERS, ETC. BE VERIFIED WITH THEMANUFACTURER OF ALL SELECTED EQUIPMENT PRIOR TO INSTALLATION.

S1.01 S5.02 1 1/2" = 1'-0"

5 PUMP P-24 ANCHOR AND PAD PLAN

N N

SCALE IN FEET

0 1/2' 1' 1 1/2'

SCALE IN FEET

0 1/2' 1' 1 1/2'

SCALE IN FEET

0 1/2' 1' 1 1/2'

SCALE IN FEET

0 1/2' 1' 1 1/2'

SCALE IN FEET

0 1/2' 1' 1 1/2'

SCALE IN FEET

0 1/2' 1' 1 1/2'


1'-6" 1'-6"

3'-0"

4'-3

"

(FIE

LD-V

ER

IFY

)

10 1

/4"

(FIE

LD-V

ER

IFY

)

10 1

/4"

C BASE PLATES (TYP)L

EXISTING BASE PLATE (RELOCATED)(TYP. OF 4)

3'-0"

8'-5"

1'-6" 1'-6"

(FIE

LD-V

ER

IFY

)

10 1

/4"

(FIE

LD-V

ER

IFY

)

10 1

/4"

4'-3

"

12" REINFORCEDCONCRETE PAD

(TYP. OF 2)

2

S5.03

2

S5.03

2

S5.03

2

S5.03

3

S5.03



#4 @12" O.C. E.W.


6"1'

-0"

EXISTING#4 @ 12" E.W.CENTERED INTOPPING SLAB


9"2"

4" T

HR

EA

DP

RO

JEC

TIO

N

TOP OF CONCRETE PAD

EXISTING LOAD CELL.ATTACH IN ACCORDANCE WITHMANUFACTURER'S RECOMMENDATIONS.

EXISTING RTU-1 SADDLESUPPORT AND STIFFENERS.

DAMAGE LAST THREAD TOPREVENT REMOVAL OF BOLT

3/4"ØASTM F436 WASHER

3/4" BASE PLATE

1 1/2" NON-SHRINKGROUT

1/2" x 3" SQUARE PL

WELD 3PTS

4

S5.03

4

S5.03

1 1/

2"4

1/2"

4 1/

2"1

1/2"

1 1/2" 4 1/2" 4 1/2"1 1/2"

1 3/

4"

2 1/

2"3

1/2"

1 3/4" 1 3/4"

3/4" BASE PLATE(EXISTING)

LOAD CELL(EXISTING)

LOAD CELLMOUNTING HOLES

1"Ø HOLE FOR 3/4"Ø ANCHORBOLT W/ LEVELING NUT (4 TOTAL)

LOAD BUTTON(EXISTING)

C L

OA

D B

UT

TO

NL

C LOAD BUTTON & BASE PLL

8" 2'-1 1/2" 2'-1 1/2" 2'-1"

7'-0"

8 1/

2"8

1/2"

4"11

"11

"8"

2'-1

0"

1 1/8" Ø HILTI HIT-RE-500-SDANCHOR OR EQUAL (TYP. OF 4)

C ANCHORS (TYP.)L

C PUMPL

5" REINFORCED CONCRETEPAD (TYP. OF 3)

3

S5.02

3

S5.02

1

S5.02

EXISTING CONCRETE FLOOR



1"1'

-0"

+/-

DEMO. EXISTING PAD AND FLOOR TO +/- 1" DEPTH IN EXISTINGFLOOR. CLEAN SURFACE AND APPLY BONDING AGENT(SIKADUR 32, HI-MOD, OR EQUAL). PLACE NON-SHRINK GROUT(f'c = 5,000 PSI MIN) FLUSH TO SURFACE OF EXISTING FLOOR.

EXISTING RTU PAD TO BE REMOVED

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AIRPORT

CADD FILE NO.

SHEET NO.

SHEET TITLE

VOLUME NO.

DESIGN CONTRACT NO.

WORK BREAKDOWN NO.

FAA AIP NO:

CHECKED BY:

DRAWN BY:

DATE:

ISSUE RECORD

CONST. CONTRACT NO.

SCALE:

DESIGNER OF RECORD



10/23/12


1 1/2" = 1'-0"

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STRUCTURALDETAILS

S5.03

201310046-00

CE-03024-09


S1.01 S5.03 1 1/2" = 1'-0"

1 RELOCATED RTU-1 BASE PLATE AND PAD PLAN

S5.03 S5.03 1 1/2" = 1'-0"

2 RTU-1 RAISED PAD SECTION

S5.03 S5.03 1 1/2" = 1'-0"

3 TYPICAL RTU-1 ANCHOR BOLT

S5.03 S5.03 1 1/2" = 1'-0"

4 RTU-1 BASE PLATE PLAN

NOTES:

S1.00 S5.03 1 1/2" = 1'-0"

5 PUMP P-11 ANCHOR AND PAD PLAN

N

N





5. PRIOR TO GROUTING UNDER BASE PLATES, ALL BASE PLATES SHALL BE ADJUSTED INTO ASINGLE LEVEL PLANEUSING LEVELING NUTS OR SHIM PLATES. THE TOP NUTS SHALL THEN





S1.01 S5.03 1 1/2" = 1'-0"

6 DEMO & REPAIR OF EXISTING RTU PADS

SCALE IN FEET

0 1/2' 1' 1 1/2'

SCALE IN FEET

0 1/2' 1' 1 1/2'

SCALE IN FEET

0 1/2' 1' 1 1/2'

SCALE IN FEET

0 1/2' 1' 1 1/2'

SCALE IN FEET

0 1/2' 1' 1 1/2'

SCALE IN FEET

0 1/2' 1' 1 1/2'


6"1"

6" 6"

1'-0

"5"

3"

3/4"Ø ASTM A193GRADE B7 HAS THREADED ROD(HILTI HIT-RE 500-SD OR EQUAL)(RE: PLAN FOR LOCATIONS)

REMOVE EXISTING PAD TOMINIMUM LIMITS SHOWN FORCHILLER ANCHORINSTALLATION.

1" GROUT

EXISTING REINFORCEDFLOOR TOPPING SLAB


1/4"

3" Ø SCH. 80 x 5 1/4" STEEL PIPE SLEEVE(SET TOP FLUSH WITH TOP OF CONCRETE PAD)

ASTM F436 WASHER

ASTM A563 GRADE DH NUT(NUT SHOULD NOT BE TIGHT,LEAVE 1/16" TO 1/8" GAP.)

C ANCHORL

UNIT MOUNTING PAD PLATE(BY CHILLER UNIT MFR.)

VIBRATION ISOLATOR(BY CHILLER UNIT MFR.)

PL3/4"x6"x0'-6"

SOLID GROUT.(PLACE AFTER CHILLER

INSTALLATION) APPLY BONDINGAGENT PRIOR TO PLACEMENT.

DRILL & GROUT #4 x 1'-1" EMBED 4".(2 AT EACH FACE OF OPENING; 8 TOT.)

SPACE WITH 2" CLR. TO SIDES OF PIPE SLEEVE.

EXISTING REINFORCEDCONCRETE RAISED

EQUIPMENT PAD



#4 @12" O.C. E.W.


6"1'

-0"



3/4" CLEAR COVER MIN.EXIST. 12" CONCRETECHILLER PAD

DRILL AND GROUT#4 @ 12"

3"

10'-8

1/4

"10

'-11

1/4"

UNIT TUBESHEET SUPPORT PLATE(BY CHILLER UNIT MFR.)

(TYP. OF 6)


(TYP. OF 6)

C ANCHORS (TYP.)L

REMOVE EXISTING PORTIONOF EQUIPMENT PAD FORANCHOR INSTALLATION(RE: ANCHOR DETAIL)(TYP.)

3/4"Ø HILTI HIT-RE-500-SDANCHOR OR EQUAL(TYP. OF 12)

EXISTING REINFORCEDCONCRETE PAD

2

S5.04

2

S5.04

NEW CONCRETE PAD

4

S5.04

10" 9'-2 1/8" 5'-3 1/8" 9'-2 1/8" 3'-0 5/8"

9'-6

3/8

"

3

S5.04

3

S5.04

E2 E3

1'-9"1'-9"

6"

FIE

LD-V

ER

IFY

5"

3/4"Ø ASTM A193GRADE B7 HAS THREADED ROD(RE: PLAN FOR LOCATIONS)

EXISTING REINFORCEDFLOOR TOPPING SLAB


1/4"

3" Ø SCH. 80 x 5 1/4" STEEL PIPE SLEEVE(SET TOP FLUSH WITH TOP OF CONCRETE PAD)

ASTM F436 WASHER

ASTM A563 GRADE DH NUT(NUT SHOULD NOT BE TIGHT,LEAVE 1/16" TO 1/8" GAP.)

C ANCHORL


VIBRATION ISOLATOR(BY CHILLER UNIT MFR.)

PL3/4"x6"x0'-6"

SOLID GROUT.(PLACE AFTER CHILLER

INSTALLATION) APPLY BONDINGAGENT PRIOR TO PLACEMENT.

EXISTING REINFORCEDCONCRETE RAISED

EQUIPMENT PAD

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DENVERINTERNATIONAL

AIRPORT

CADD FILE NO.

SHEET NO.

SHEET TITLE

VOLUME NO.

DESIGN CONTRACT NO.

WORK BREAKDOWN NO.

FAA AIP NO:

CHECKED BY:

DRAWN BY:

DATE:

ISSUE RECORD

CONST. CONTRACT NO.

SCALE:

DESIGNER OF RECORD



10/23/12


As indicated

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STRUCTURALDETAILS

S5.04

201310046-00

CE-03024-09


S5.04 S5.04 1 1/2" = 1'-0"

2 CHILLER ANCHOR BOLT DETAIL @ EXISTING PAD

NOTES:

S5.04 S5.04 1 1/2" = 1'-0"

4 RAISED PUMP PAD SECTION @ NEW SLAB

S1.01 S5.04 3/4" = 1'-0"

1 CHILLER UNIT ANCHOR AND PAD PLAN

S5.04 S5.04 1 1/2" = 1'-0"

3 CHILLER ANCHOR BOLT DETAIL @ NEW PAD





5. PRIOR TO GROUTING UNDER BASE PLATES, ALL BASE PLATES SHALL BE ADJUSTED INTO ASINGLE LEVEL PLANE USING LEVELING NUTS OR SHIM PLATES. THE TOP NUTS SHALL THEN





N

SCALE IN FEET

0 1' 2' 3'

SCALE IN FEET

0 1/2' 1' 1 1/2'

SCALE IN FEET

0 1/2' 1' 1 1/2'

SCALE IN FEET

0 1/2' 1' 1 1/2'


PIPE SUPPORT NOTES FOR PIPES SERVING RTU AND AHU-ER2:

1. PIPING SUPPORT REQUIREMENTS IN THE ACCOMPANYING DETAIL AND CHART ON THIS DRAWINGAPPLY ONLY TO NEW RTU-1 AND AHU-ER2 PIPING TO BE INSTALLED, AS SHOWN ON MECHANICAL DRAWINGS.

2. IF LENGTH OF ANY NEW PIPE TO BE INSTALLED IS LONGER THAN THE MAXIMUM INDICATED IN THECHART, A MIMIMUM OF ONE SUPPORT SHALL BE INSTALLED, AND LOCATED AS NEAR TO THEMIDDLE OF THE NEW PIPE AS POSSIBLE.

3. LENGTHS OF NEW PORTIONS OF PIPE FOR PURPOSES OF SUPPORT LOCATIONS SHALL BEMEASURED BASED ON COMBINED HORIZONTALAND VERTICAL LENGTH, INCLUDING LENGTHS OFVALVES AND OTHER NEW COMPONENTS.

4. IF SUPPORT LOCATIONS MUST BE MOVED IN ORDER TO AVOID EXISTINGFRAMING, PIPING, CONDUIT,DUCTWORK, OR OTHER INFRASTRUCTURE, REVISED LOCATIONS SHALL BE APPROVED BY DIA PROJECTMANAGER AND ENGINEER PRIOR TO INSTALLATION.

5. PROPRIETARY ITEMS SPECIFIED IN THESE DETAILS SUCH AS PIPE SUPPORT COMPONENTS AND ANCHORBOLTS MAY BE CONSIDERED EXAMPLESOF ACCEPTABLE ITEMS. ALTERNATE PRODUCTS MAY BEINSTALLED, PROVIDED THEY MEET OR EXCEED ALL STRENGTH, DIMENSIONAL, AND DESIGN INTENT OFSPECIFIED ITEMS. PROPOSED SUBSTITUTIONS SHALL BE SUBMITTED TO DIA PROJECT MANAGER ANDSTRUCTURAL ENGINEER FOR APPROVAL PRIOR TO INSTALLATION.

6. PIPE SUPPORT COMPONENTS AND ANCHOR BOLTS SHALL BE INSTALLED IN STRICT ACCORDANCE WITHMANUFACTURERS' SPECIFICATIONS.

7. AT LOCATIONS OF PRECAST DOUBLE-TEE FRAMING, INSTALL ANCHORS ONLY IN TEE FLANGES. DO NOT INSTALLANCHORS IN TEE WEBS.

8. SPECIAL INSPECTION IS REQUIRED ON ALL ANCHORS. SPECIAL INSPECTION SHALL ENSURE THAT ANCHORS AREINSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS, AND SHALL ALSO ENSURE THATANCHORS ARE TORQUED PRIOR TO INSTALLING ROD COUPLING.

9. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE TEMPORARY SUPPORTS AS REQUIRED FOR ALLEXISTING AND NEW PIPING DURING ANY MODIFICATIONS OF EXISTING PIPING.

10. INSULATION SHALL BE CUT AND PATCHED AROUND PIPE SUPPORTS, LEAVING NO GAPS IN INSULATION.

PIPE PENETRATION NOTES:

1. PIPES 3"Ø OR SMALLER MAY PENETRATE WALLS AND SLABS WITHOUT ADDITIONAL STRUCTURAL REINFORCING.

2. COORDINATE FIRE STOPPING WITH ARCH.

MAX.8"

C PIPE (SIZES VARY)L

LIGHT WEIGHT U-BOLT, (SIZES VARY),1/2" ROD SIZE (ANVIL FIG. 120 OR EQUAL)(GALV.)

LIGHT WELDED STEEL BRACKET (SIZES VARY)(ANVIL FIG. 167 OR EQUAL) (GALV.)LOCATE SUPPORTS AT 8'-0" O.C. MAXIMUM.

FOR CMU WALL: 1/2" Ø S.S. HILTI HIT-HY-70 MASONRYANCHOR OR EQUAL. FOR CONCRETE WALL: 1/2"Ø S.S.HILTI HIT-RE-500-SD ANCHOR OR EQUAL. EMBED 4" MIN.INTO EXISTING WALL. (2 EACH BRACKET)

EXISTING CMU OR CONCRETE WALL

TO BE USED AT CONTRACTOR'S OPTION WHERE PIPING IS LOCATED NEXT TO EXISTING WALLS

THREADED ROD.RE: CHART FOR ROD SIZES.

ADJUSTABLE SWIVELRING HANGER

(ANVIL FIG. 69 OR EQUAL)RE: CHART FOR SIZES

DOUBLE NUT

NEW PIPING(SIZES VARY)

C PIPE AND SUPPORT ASSEMBLYL

EXISTING CONCRETE FLOOR SLAB.RE: NOTES FOR ANCHORINSTALLATION REQ'S

HILTI KWIK BOLT-TZ OR EQUAL(RE: CHART FOR SIZES)

EMBED 2 1/2" MIN.ROD COUPLING(ANVIL FIG. 135 OR EQUAL)RE: CHART FOR SIZES

PIPING SUPPORT REQUIREMENTS FOR PIPES SERVING RTU AND AHU-ER2

PIPE DIAMETER MAXIMUM NEW PIPE LENGTHFOR REQUIRED SUPPORT

MAXIMUMSUPPORT SPACING

ANVIL FIG. 69 (OR EQUAL)HANGER SIZE

THREADEDROD SIZE

HILTI KWIK BOLTTZ-CS (OR EQUAL) SIZE

1" & 1 1/2" 4'-0" 6'-0" 1 1/2" 3/8"

2" 6'-0" 6'-0" 2" 3/8"

2 1/2" 7'-0" 6'-0" 2 1/2" 3/8"

8'-0" 6'-0" 1/2"3" 3"

3/8"

3/8"

3/8"

1/2"

MIN.EMBEDMENT

2-1/2"

2-1/2"

2-1/2"

3"

MAX.EMBEDMENT

3-1/2"

3-1/2"

3-1/2"

4"

5"10

"

2" 6" 6" 2" CAULK SEALANT

4"Ø CORE. (NO ADD'LREINF. REQ'D)

3" RUPTURE DISKFROM CHILLER

OFFSET PIPE CLAMP(ANVIL FIG. 103 OREQUAL. 3" PIPE SIZE)(TYP., 2 PLACES)

EXISTING NON-PRESTRESSEDCONCRETE FLOOR

L6x4x1/4 LLV

3/16

L3x3x1/4 BRACE TO NEAREST PIPESUPPORT BEAM IN EITHER DIRECTION

NOTE: RE: M3.02

1/2"Ø HILTI HIT-RE-500-SD (OR EQUAL) ANCHOR(TYP. OF 2) EMBED 3".

PIPE SUPPORTBEAM (SIZES VARY)

CAULK SEALANT(TYP)

3"Ø CORE. (NO ADD'LREINF. NECESSARYAT PENETRATION)

EXISTING NON-PRESTRESSED WALL

2 1/2" CWR LINES(RE: SHEET M2.03FOR LOCATIONS)

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AIRPORT

CADD FILE NO.

SHEET NO.

SHEET TITLE

VOLUME NO.

DESIGN CONTRACT NO.

WORK BREAKDOWN NO.

FAA AIP NO:

CHECKED BY:

DRAWN BY:

DATE:

ISSUE RECORD

CONST. CONTRACT NO.

SCALE:

DESIGNER OF RECORD



10/23/12


As indicated

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PIPE SUPPORTDETAILS

S5.05

201310046-00

CE-03024-09


S5.05 1 1/2" = 1'-0"

1 ALTERNATE PIPE SUPPORT DETAIL FOR PIPES SERVING RTU AND AHU-ER2

S5.05 3/4" = 1'-0"

2 TYPICAL PIPING SUPPORT DETAIL FOR PIPES SERVING RTU AND AHU-ER2

S5.05 1 1/2" = 1'-0"

3 3" RUPTURE DISK SUPPORT AND FLOOR PENETRATION DETAIL

S5.05 1 1/2" = 1'-0"

4 2 1/2" CWR WALL PENETRATION

SCALE IN FEET

0 1/2' 1' 1 1/2'

SCALE IN FEET

0 1' 2' 3'

SCALE IN FEET

0 1/2' 1' 1 1/2'

SCALE IN FEET

0 1/2' 1' 1 1/2'


3/8

FORGED STEEL CLEVIS(ANVIL FIG. 299 OR EQUAL;1 1/2" ROD SIZE)

PROPOSED 16"Ø OR 18"Ø PIPE

1 1/2" THREADED EYE ROD(ANVIL FIG. 278 OR EQUAL)

STRUCTURAL WELDING LUG(ANVIL FIG. 55L OR EQUAL;

1 1/2" ROD SIZE)CENTER UNDER BEAM WEB.

HEAVY PIPE CLAMP(ANVIL FIG. 216 OR EQUAL;

16" OR 18" PIPE SIZE)

VA

RIE

S

C PIPELSTEEL BEAMPER PLAN


1" GROUT

(3) - #4 E.W.

5"5"



1'-6" SQ.

DRILL & GROUT#4 BARS AROUND PERIMETER

1/4"

FABRICATE AND/OR GRIND TOP OF STANCHIONTOP PIPE AS REQUIRED FOR FLUSH SEATINGTO SUPPORTED PIPE BELOW AROUND PERIMETEROF STANCHION PIPE.

PROPOSED 24" PIPE

PIPE STANCHION (ANVIL FIG. 63 OR EQUAL;TYPE A, SIZE 8; 24" PIPE SIZE.)PROVIDE (4) 7/8"Ø HOLES AT 10"SPACING IN BASE PLATE.

VA

RIE

S

(4) 3/4"Ø HILTI HIT-RE-500-SDH.A.S. B7 ANCHORS OR EQUAL.

(EMBED 10" TOTAL BELOW BASEPLATE.

PIPE SUPPORT NOTES:

1. LOCATE PIPING SUPPORT MEMBERS AS SHOWN. FIELD VERIFY ALL DEPENDENT DIMENSIONS ANDCLEARANCES PRIOR TO FABRICATING OR ORDERING PIPING SUPPORT COMPONENTS.

2. IF SUPPORT LOCATIONS MUST BE MOVED IN ORDER TO AVOID EXISTINGFRAMING, PIPING, CONDUIT,DUCTWORK, OR OTHER INFRASTRUCTURE, REVISED LOCATIONS SHALL BE APPROVED BY DIA PROJECTMANAGER AND ENGINEER PRIOR TO INSTALLATION.

3. PROPRIETARY ITEMS SPECIFIED IN THESE DETAILS SUCH AS PIPE SUPPORT COMPONENTS AND ANCHORBOLTS MAY BE CONSIDERED EXAMPLES OF ACCEPTABLE ITEMS. ALTERNATE PRODUCTS MAY BEINSTALLED, PROVIDED THEY MEET OR EXCEED ALL STRENGTH, DIMENSIONAL, AND DESIGN INTENT OFSPECIFIED ITEMS. PROPOSED SUBSTITUTIONS SHALL BE SUBMITTED TO DIA PROJECT MANAGER ANDSTRUCTURAL ENGINEER FOR APPROVAL PRIOR TO INSTALLATION.

4. PIPE SUPPORT COMPONENTS AND ANCHOR BOLTS SHALL BE INSTALLED IN STRICT ACCORDANCE WITHMANUFACTURERS' SPECIFICATIONS.

5. AT LOCATIONS OF PRECAST DOUBLE-TEE FRAMING, INSTALL ANCHORS ONLY IN TEE FLANGES. DO NOT INSTALLANCHORS IN TEE WEBS.

6. SPECIAL INSPECTION IS REQUIRED ON ALL ANCHORS. SPECIAL INSPECTION SHALL ENSURE THAT ANCHORS AREINSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS, AND SHALL ALSO ENSURE THATANCHORS ARE TORQUED PRIOR TO INSTALLING ROD COUPLING.

7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE TEMPORARY SUPPORTS AS REQUIRED FOR ALLEXISTING AND NEW PIPING DURING ANY MODIFICATIONS OF EXISTING PIPING.

8. INSULATION SHALL BE CUT AND PATCHED AROUND PIPE SUPPORTS, LEAVING NO GAPS IN INSULATION.

3/8

FORGED STEEL CLEVIS(ANVIL FIG. 299 OR EQUAL;1 3/4" ROD SIZE)

PROPOSED 24"Ø PIPE

1 3/4" THREADED EYE ROD(ANVIL FIG. 278 OR EQUAL)

STRUCTURAL WELDING LUG(ANVIL FIG. 55L OR EQUAL;

1 3/4" ROD SIZE)CENTER UNDER BEAM WEB.

HEAVY PIPE CLAMP(ANVIL FIG. 216 OR EQUAL;

24" PIPE SIZE)

VA

RIE

S

C PIPELSTEEL BEAMPER PLAN

135'-0"

133'-0"

4'-0

"

W18X50

3/8" 0

FORGED STEEL CLEVIS(ANVIL FIG. 278)

2" THREADED EYE ROD(ANVIL FIG. 278)

STRUCTURAL WELDING LUG(ANVIL FIG. 55L; 2" ROD SIZE)

EXISTING NON-PRESTRESSEDCONCRETE BEAM (TYP.)

HEAVY PIPE CLAMP(ANVIL FIG. 216; 24"Ø OR

18"Ø PIPE PER PLAN.PROPOSED PIPE (24"Ø OR18"Ø PER PLAN). PIPEORIENTATION MAY BE 90 DEG.TO THAT SHOWN, DEPENDINGUPON LOCATION. ROTATEEYEROD ACCORDINGLY.

VARIES VARIES

8'-6"

5

S5.06

5

S5.06

6

S5.06

3 1/

4"

1/4"3/8" WEB STIFFENERAT HANGERLOCATION

W18

WELD PERANVILSPEC.

CL

CL

1 1/

2"10

"10

"1

1/2"

5" 5"

1/4"

SHOP WELDN.S. ANGLEFIELD WELDF.S. ANGLE

L4 x 3-1/2 x 5/16 x 12"

PL1/2"x13x1'-11" W/ 611/16" Ø HOLES.

12"

5/8"4" COPE TOP FLANGE

1" MAX. CLR.

5/8"Ø x 7" HILTI HIT-RE500-SD ANCHOR (TYP.

1/4" 0

PIPE STANCHION (ANVIL FIG. 63 OR EQUAL;TYPE C, SIZE 6; 18" PIPE SIZE) PROVIDE (4)7/8"Ø HOLES AT 10" SPACING IN BASE PLATE

EXISTING CONCRETE FLOOROR BEAM

18"Ø PIPE

(4) 3/4"Ø HILTI HIT RE-500-SD H.A.S. B7ANCHORS OR EQUAL. (EMBED 4")

1/4

1" GROUT

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AIRPORT

CADD FILE NO.

SHEET NO.

SHEET TITLE

VOLUME NO.

DESIGN CONTRACT NO.

WORK BREAKDOWN NO.

FAA AIP NO:

CHECKED BY:

DRAWN BY:

DATE:

ISSUE RECORD

CONST. CONTRACT NO.

SCALE:

DESIGNER OF RECORD



10/23/12


As indicated

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PIPE SUPPORTDETAILS

S5.06

201310046-00

CE-03024-09


S5.06 1 1/2" = 1'-0"

1 H1: TYPICAL 16" OR 18" PIPE HANGER ASSEMBLY HUNG FROM STEEL BEAM

S5.06 1 1/2" = 1'-0"

3 S1: TYPICAL 24" PIPE STANCHION SUPPORT ON EXISTING FLOOR

S5.06 1 1/2" = 1'-0"

2 H2: TYPICAL 24" PIPE HANGER ASSEMBLY HUNG FROM STEEL BEAM

S5.06 3/4" = 1'-0"

4 H3: PIPING SUPPORT SECTION

S5.06 S5.06 1 1/2" = 1'-0"

5 PIPING SUPPORT SECTION

S5.06 S5.06 1 1/2" = 1'-0"

6 PIPING SUPPORT SECTION

S5.06 3/4" = 1'-0"

8 S2: TYPICAL 18" PIPE STANCHION ON EXISTING FLOOR OR BEAM

SCALE IN FEET

0 1/2' 1' 1 1/2'

SCALE IN FEET

0 1/2' 1' 1 1/2'

SCALE IN FEET

0 1/2' 1' 1 1/2'

SCALE IN FEET

0 1/2' 1' 1 1/2'

SCALE IN FEET

0 1/2' 1' 1 1/2'

SCALE IN FEET

0 1/2' 1' 1 1/2'

SCALE IN FEET

0 1/2' 1' 1 1/2'


FTXX

FITXX

PTXX

AUTOMATED BUTTERFLY VALVE

SLIDE GATE VALVE

BALL VALVE

MANUAL BUTTERFLY VALVE

CHECK VALVE

REDUCER

PIPE CAP (BLIND FLANGE)

FLOW METER

PRESSURE TRANSMITTER

TEXX TEMPERATURE ELEMENT

VERTICAL TURBINE PUMP

HORIZONTAL SPLIT CASE PUMP

PLATE & FRAME HEAT EXCHANGER

WYE STRAINER

SOLENOID VALVES

PIPE CONTINUATION

M

VFD

MOTOR

VARIABLE FREQUENCY DRIVE

EQUIPMENT SYMBOLS

CONTROLS/INSTRUMENTATION SYMBOLS

SINGLE LINE PIPING SYMBOLS

VALVE SYMBOLS

FEXX FLOW ELEMENT

VALVE (IN PLAN OR SECTION VIEW)

LASE

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DENVERINTERNATIONAL

AIRPORT

CADD FILE NO.

SHEET NO.

SHEET TITLE

VOLUME NO.

DESIGN CONTRACT NO.

WORK BREAKDOWN NO.

FAA AIP NO:

CHECKED BY:

DRAWN BY:

DATE:

ISSUE RECORD

CONST. CONTRACT NO.

SCALE:

DESIGNER OF RECORD



BURNS & McDONNELL

NONE

10/23/12


A. MAHOBIAN

D. WHITNEY

01

MECHANICALLEGEND AND

ABBREVIATIONS

M0.01

201310046-00

CE-03024-09

0 AM IFC 13MR13 DMW

AAV AUTOMATIC AIR VENTABV ABOVEAC AIR CONDITIONINGAFF ABOVE FINISHED FLOORAHU AIR HANDLING UNITAPPROX APPROXIMATEARCH ARCHITECTURALAS AIR SEPARATORAUTO AUTOMATIC

B BOILERBEL BELOWBFV BUTTERFLY VALVEBHP BRAKE HORSEPOWERBLDG BUILDINGBOP BOTTOM OF PIPEBTUH BRITISH THERMAL UNITS PER HOUR

CFM CUBIC FEET PER MINUTECH CHILLERCHP CHILLED WATER PIPECONC CONCRETECONN CONNECTIONCONT CONTINUATIONCPF CHEMICAL POT FEEDERCR CONDENSER WATER RETURNCS CONDENSER WATER SUPPLYCT COOLING TOWERCTF COOLING TOWER FILTERCWP CONDENSER WATER PUMPCWR CHILLED WATER RETURNCWS CHILLED WATER SUPPLY

DB DRY BULBDDG DIRECT DIGITAL CONTROLDET DETAILDIA, Ø DIAMETERDN DOWNDTR DOWN THRU ROOFDWG DRAWING

EA EACH, EXISTING AIREF EXHAUST FANEL ELEVATIONELEC ELECTRICALENT ENTERINGEQUIP EQUIPMENTET EXPANSION TANKEXIST, (E) EXISTING

FD FIRE DAMPERFE FLOW ELEMENTFIT FLOW INDICATING TRANSMITTERFLR FLOORFOS FUEL OIL SUPPLYFPM FEET PER MINUTEFS FLOW SWITCHFSD FIRE SMOKE DAMPERFT FLOOR, FEETFV FACE VELOCITY°F DEGREES FAHRENHEIT

GA GAUGEGAL GALLONGALV GALVANIZEDGPM GALLONS PER MINUTE

HGT HEIGHTHORIZ HORIZONTALHP HORSEPOWERHR HOURHSC HORIZONTAL SPLIT CASEHVAC HEATING, VENTILATING AND AIR CONDITIONINGHWP HEATING HOT WATER PUMPHZ HERTZ

IA INSTRUMENT AIRID INSIDE DIAMETERIN INCH, INCHESIN WG INCHES WATER GAUGE

KW KILOWATT

LB POUNDLRA LOCKED ROTOR AMPERESLVG LEAVING

M MOTORMAX MAXIMUMMCC MOTOR CONTROL CENTERMD MOTORIZED DAMPERMECH MECHANICALMIN MINIMUMMISC MISCELLANEOUSMTD MOUNTEDMTG MOUNTINGMVD MANUALLY OPERATED VOLUME DAMPER

NC NORMALLY CLOSEDNG NATURAL GASNO NORMALLY OPENNTS NOT TO SCALE

OA OUTSIDE AIR

PA PLANT AIRPD PRESSURE DROPPOC POINT OF CONNECTIONPOS POSITIVEPRESS PRESSUREPSI POUNDS PER SQUARE INCHPSIA POUNDS PER SQUARE INCH ABSOLUTEPSIG POUNDS PER SQUARE INCH GAUGEPT PRESSURE TRANSMITTERPW PLANT WATER

RA RETURN AIRREF REFERENCEREQD REQUIREDRET RETURNRG RETURN GRILLERH RIGHT HANDRLA RATED LOAD AMPSRM ROOMRPM REVOLUTIONS PER MINUTE

SA STARTING AIR, SUPPLY AIRSD SUCTION DIFFUSERSECT SECTIONSG SUPPLY GRILLESHT SHEETSMS SHEET METAL SCREWSOV SHUT OFF VALVESP STATIC PRESSURESPECS SPECIFICATIONSSQ SQUARESS STAINLESS STEELSTD STANDARDSTRUCT STRUCTURALSW SWITCH

TCV TEMPERATURE CONTROL VALVETE TEMPERATURE ELEMENTTEMP TEMPERATURETOS TOP OF STEELTYP TYPICAL

UON UNLESS OTHERWISE NOTEDUTR UP THRU ROOF

V VENTVERT VERTICALVFD VARIABLE FREQUENCY DRIVE

W/ WITHWB WET BULBWMS WIRE MESH SCREENWT WEIGHT

MECHANICAL ABBREVIATIONS GENERAL NOTES

CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL THE NECESSARY COMPONENTS AND ACCESSORIES TOPROVIDE COMPLETE SYSTEMS IN ACCORDANCE WITH THESE DRAWINGS AND THE SPECIFICATIONS.

EQUIPMENT CAPACITIES SHOWN ON THESE DRAWINGS ARE FOR CONDITIONS AT AN ELEVATION OF 5,400 FTABOVE SEA LEVEL. CONTRACTOR SHALL ENSURE THAT ALL EQUIPMENT FURNISHED IS PROPERLY DERATEDTO OPERATE AT THE SITE CONDITIONS.

DUCT CONNECTIONS TO EQUIPMENT SHALL BE VERIFIED AND ADJUSTED TO MATCH ACTUAL EQUIPMENTFURNISHED.

CONTRACTOR IS RESPONSIBLE FOR VERIFYING EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK.

CONTRACTOR SHALL REFER TO ARCHITECTURAL, STRUCTURAL AND ELECTRICAL DRAWINGS TO COORDINATEMECHANICAL WORK WITH OTHER TRADES AS REQUIRED.

ALL EXISTING CHILLED WATER PIPING IN THE CENTRAL UTILITY PLANT IS INSULATED, AND ALL NEW CHILLEDWATER PIPING SHALL BE INSULATED PER PROJECT SPECIFICATIONS. HOWEVER, FOR CLARITY, PIPEINSULATION IS NOT SHOWN IN THESE DRAWINGS.

1.

2.

3.

4.

5.

6.

MECHANICAL SYMBOLS


N1

N2

N3

N4

S1

S2

S3

S4

E1 E2E3 E4 E5

E6W1W2W3W4W5W6W7

C-1 C-2 C-3

C-4A C-4B

P-23P-22

P-31

P-21

CONTROLROOM

BOILER ROOM

CHILLER ROOM

M.C.C.ROOM

PUMP ROOM

NEW ELECTRICALROOM

T-4 T-5

SF-1 SF-3

HWF-1 HWF-2

P-2 P-3 P-4

B-2 B-3

B-1

SF-4SF-2

CWF-2CWF-1

P-1P-1A

B-4

M.C.C.ROOM

4

3

3

22

CORRIDOR

MECH

KITCHEN

HALL

WOMEN'S MEN'S

RTU-1 RTU-2

1

P-24

P-32 P-33

P-61

P-62

EX-2

EX-1

EX-3P-14P-13

P-16P-15

P-11

AS-1

AS-2

AS-3

5

P-35

P-72P-73

P-67P-66

P-71

FUTURETOOL

STORAGEAREA

6P-34

77

LASE

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DENVERINTERNATIONAL

AIRPORT

CADD FILE NO.

SHEET NO.

SHEET TITLE

VOLUME NO.

DESIGN CONTRACT NO.

WORK BREAKDOWN NO.

FAA AIP NO:

CHECKED BY:

DRAWN BY:

DATE:

ISSUE RECORD

CONST. CONTRACT NO.

SCALE:

DESIGNER OF RECORD



BURNS & McDONNELL

10/23/12


KEY PLAN

3/32" = 1'-0"

A. MAHOBIAN

D. WHITNEY

01

LOWER LEVELGENERAL

ARRANGEMENT

M1.01

201310046-00

CE-03024-09

0 AM IFC 13MR13 DMW

3/32" = 1'-0"M1.01

LOWER LEVEL NEW GENERAL ARRANGEMENT1

N

NOTES:1. NEW CHILLERS (C-4A AND C-4B) SHOWN WITH MANUFACTURER CLEARANCES, CONTRACTOR

IS RESPONSIBLE FOR COORDINATING WITH SUPPLIER TO MAINTAIN ALL REQUIREDCLEARANCES. CONTRACTOR SHALL TAKE THE TIME AND EFFORT NEEDED TO ACCURATELYPLACE THE NEW CHILLERS.

KEYED NOTES:1 CONTRACTOR SHALL RELOCATE RTU-1 CURRENTLY LOCATED IN CHILLER BAY 4 TO CHILLER

BAY 3. CONTRACTOR SHALL RELOCATE ALL ASSOCIATED PIPING AND ACCESSORIES, ANDSHALL ENSURE RTU IS FULLY OPERATIONAL. SEE DWGS MD2.02, M2.02, M3.03, & M4.03 FORRTU RELOCATION DETAILS.

EXISTING VERTICAL TURBINE PUMP SHALL RECEIVE A NEW VARIABLE FREQUENCY DRIVE(VFD). SEE ELECTRICAL DRAWINGS FOR DETAILS.

EXISTING CHILLED WATER PUMP TO RECEIVE VFD UNDER SEPARATE CONTRACT.

NEW CHILLED WATER PUMP SHALL BE PROVIDED WITH A VFD. SEE ELECTRICAL DRAWINGSFOR DETAILS.

NEW CONDENSER WATER PUMP SHALL BE PROVIDED WITH A VFD. SEE ELECTRICALDRAWINGS FOR DETAILS.

EXISTING REFRIGERANT LEAK DETECTION SYSTEM LOCATED IN CONTROL ROOM.CONTRACTOR SHALL IDENTIFY WHICH ZONE IS ALLOCATED TO CHILLER BAY #4, AND SHALLREPROGRAM BACHARACH CONTROLLERS FOR THAT ZONE TO MONITOR REFRIGERANT R-123 IN LIEU OF R-22, AND RESET ALARM LEVELS FOR THAT ZONE TO BE 25 PPM (LEAK), 50PPM (SPILL), AND 100 PPM (EVACUATE).

TUBE PULL CLEARANCE.

2

3

4

5

6

SCALE IN FEET

0 8' 16' 24'


7

S1

S2

S3

S4

E1 E2 E3 E4 E5

C-3

P-35P-34P-33P-23

CHILLER ROOM

M.C.C.ROOM

RTU-1RTU-2

S1

S2

S3

S4

E1 E2 E3 E4 E5

2M3.03

36" CS

24" C

S

24" C

S36" CWR

36" CWS

20" C

R

14" C

WR

14" C

WS

24" C

R

36" CWS

36" CWR

24" C

R

16" C

WR

16" C

WS

24" C

R

24" C

R

16" C

WR

16" C

WS

24" C

R

24" C

R

8" PW4" FOS

6" NG6" SA

2" RV2" RV

2" C

R

2" R

V

2" C

R

2" C

R2"

CR

2" C

R

24" CS 24" CS

48" CS

24" C

R

24" C

R24

" CR

16" C

WS

16" C

WS

16" C

WR

16" C

WR

TCV-

203

TCV-

103

TCV-223

TCV-258

30" CS

36" CR

TCV-248 TCV-249

TCV-250

TCV-259

C-3

C-3MOTOR

20" CS

LASE

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DFO

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YTOC NU


DENVERINTERNATIONAL

AIRPORT

CADD FILE NO.

SHEET NO.

SHEET TITLE

VOLUME NO.

DESIGN CONTRACT NO.

WORK BREAKDOWN NO.

FAA AIP NO:

CHECKED BY:

DRAWN BY:

DATE:

ISSUE RECORD

CONST. CONTRACT NO.

SCALE:

DESIGNER OF RECORD



BURNS & McDONNELL

10/23/12


KEY PLAN

1/4" = 1'-0"

A. MAHOBIAN

D. WHITNEY

01

LOWER LEVELCHILLER ROOM

MECH DEMO PLAN

MD2.02

201310046-00

CE-03024-09

0 AM IFC 13MR13 DMW

1/4" = 1'-0"MD2.02

LOWER LEVEL MECH DEMO PLAN1 NOTES:1. REFER TO DEMOLITION SECTION AND FLOW DIAGRAM FOR EXTENTS OF DEMOLITION.

CONTRACTOR SHALL RELOCATE RTU-1 AND ASSOCIATED PIPING TO POSITION SHOWN INDWG M1.01. EXISTING PIPING ARRANGEMENT WILL BE MAINTAINED FOR NEW LOCATION.CONNECTING PIPING WILL BE EXTENDED TO NEW TIE IN LOCATIONS.

CONTRACTOR SHALL COORDINATE DEMOLITION WITH ALL OTHER TRADES.2.

N

SCALE IN FEET

0 2' 4' 8'


N1

S1

S2

W3W4W5

N1

S1

S2

W3W4W5

4M3.01

MCC ROOMBOILER ROOM

CORRIDOR

MECHANICALKITCHEN

WOMEN'S MEN'S

BREAK ROOM

TOOL ROOM PUMP ROOM

HALL

JANITORJANITOR

NOTES:

1. CONTRACTOR SHALL COORDINATE DEMOLITION WITH ALL OTHER TRADES. COORDINATEDEMOLITION WITH ARCHITECTURAL, STRUCTURAL, AND ELECTRICAL DEMO PLANS.

CONTRACTOR SHALL DEMOLISH ALL DUCTWORK, DIFFUSERS, REGISTERS, AND GRILLES.2.

DISCONNECT AND DEMOLISH DUCTWORKSERVING BREAK AND TOOL ROOMS. CAPBRANCH FROM DEMOLISHED DUCTWORKAT THE TAKEOFF FROM THE MAIN.

AHU-CR

20"ø

18"/18"

18"/18"

18"/18"

24"/22"

6"ø

6"ø

6"ø

6"ø

22"/24" 12"/12"

14"ø

1

LASE

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DENVERINTERNATIONAL

AIRPORT

CADD FILE NO.

SHEET NO.

SHEET TITLE

VOLUME NO.

DESIGN CONTRACT NO.

WORK BREAKDOWN NO.

FAA AIP NO:

CHECKED BY:

DRAWN BY:

DATE:

ISSUE RECORD

CONST. CONTRACT NO.

SCALE:

DESIGNER OF RECORD



BURNS & McDONNELL

10/23/12


KEY PLAN

1/4" = 1'-0"

A. MAHOBIAN

D. WHITNEY

01

BREAK AND TOOLROOM HVAC DEMO

PLAN

MD2.03

201310046-00

CE-03024-09

0 AM IFC 13MR13 DMW

1/4" = 1'-0"MD2.03

BREAK AND TOOL ROOM HVAC DEMO PLAN1

N

KEYED NOTES:1 AHU-CR WILL NEED TO BE RE-BALANCED ONCE DUCTWORK SERVING BREAK ROOM AND TOOL ROOM IS

DISCONNECTED AND THE MAIN DUCT REPAIRED. AHU-CR SHALL BE RE-BALANCED TO AS-BUILT CONDITIONS OF44,000 CFM @ 2.71" E.S.P.

SCALE IN FEET

0 2' 4' 8'


N1

S1

S2

S3

S4

W2W3W4W5W6

P-31

P-21

PUMP ROOM

4M3.01

18" CWR

18" C

WR

24" CR

10" CWR12" CWR

18" C

WR

36" C

WR

P-14P-13

P-15 P-16

P-11

18" CWR

18" CWR

18" CWS18" C

R

18" C

R

18" C

R

20" C

WS18

" CS

20" C

WS

18" C

S

18" C

WR

18" CWR

18" CWR

18" CWR

36" C

WR

AS-2

24" C

WR

AS-3

T-4 T-5

24" CR

20" C

WR

18" C

R

24" C

R

20" C

WS 24

" CR

20" C

WS

36" C

WR

24" C

WR

2 1/2" CWR

36" CWS

24" HWS

24" HWR

36" CWS

24" HWS

48" CR

P-62

P-61EX-1

EX-2

EX-3

16" C

WR

18" C

R20" C

WR

20" C

WR

36" C

WR

36" C

WR

36" C

WR

36" CWR

48" CS

3M3.01

2 1/2" CWR

2 1/2" CWS

NEW 2 1/2" SHUTOFF VALVES

TCV-252

TCV-242

TCV-

253

WYE

STR

AIN

ER

18" C

S

TCV-

254

TCV-133

TCV-233

TCV-244TCV-

243

TCV-241

TCV-251

SD

PT01

36" CR

36" CS

24" C

S

24" C

R

16" C

WS

C-1

C-1MOTOR

36" CWR

48" CS

36" CWS

24" HWS

24" HWR

48" CR

2 1/2" CWR2 1/2" CWS

16" C

WR

24" C

R

1 1/2" RH

3" RL

2

SF-1 SF-3

SF-4SF-2

CWF-2CWF-1

CHILLER ROOM

LASE

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DFO

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DNAYT I C

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DENVERINTERNATIONAL

AIRPORT

CADD FILE NO.

SHEET NO.

SHEET TITLE

VOLUME NO.

DESIGN CONTRACT NO.

WORK BREAKDOWN NO.

FAA AIP NO:

CHECKED BY:

DRAWN BY:

DATE:

ISSUE RECORD

CONST. CONTRACT NO.

SCALE:

DESIGNER OF RECORD



BURNS & McDONNELL

10/23/12


KEY PLAN

1/4" = 1'-0"

A. MAHOBIAN

D. WHITNEY

01

LOWER LEVELWEST MECHANICAL

PLAN

M2.01

201310046-00

CE-03024-09

0 AM IFC 13MR13 DMW

1/4" = 1'-0"M2.01

LOWER LEVEL - PUMP ROOM PLAN1

N

2 1/2" CHILLED WATER PIPES CONTINUETOWARDS COLUMN E1 ON DWG M2.02.

SCALE IN FEET

0 2' 4' 8'KEYED NOTES:1 CONNECT NEW 18" CWR TO EXISTING BLIND FLANGE ON UNDERSIDE OF EXISTING 36" CWR PIPE.

INSTALL NEW PRESSURE TRANSMITTER IN THE SOUTH SIDE OF 48" CS PIPE.

1

2


N1

S1

S2

S3

S4

E1 E2 E3 E4 E5

C-3

C-4A C-4B

P-35P-34P-33P-23

1M3.02

P-3 BOILER ROOM P-4

CHILLER ROOM

M.C.C.ROOM

1M3.03

RTU-1RTU-2

2M3.01

1M3.01

3M3.02

2M3.02

24" C

S

24" C

R

24" CR

24" C

R24" C

R

16" C

WR

16" C

WS

24" C

R

36" CWS

20" C

R24

" CR

18" C

WR

18" C

WS

48" CR

36" CWR

16" C

R

16" C

R

16" C

WR

16" CWS

16" CS

24" CS

24" C

S

24" C

S

36" CWS

24" HWS

24" HWR

24" C

R

16" C

WR

16" C

WS

P-24

48" CR

10" NG 6" PA2" IA2" IA

8" PW4" FOS

6" NG6" SA

36" CS

16" C

WR

24" CR 16" CR

16" CWR

36" CWR

24" HWR

48" CR

24" HWS

24" C

S

24" CS

2 1/2" CWR

2 1/2" CWR

2 1/2" CWS 2 1/2" CWS

48" CS

24" C

R24

" CR

16" C

WS

16" C

WS

16" C

WR

16" C

WR

TCV-259

TCV-

203

TCV-

103

TCV-

247

TCV-223TCV-258

TCV-257

TCV-248

TCV-204A TCV-204BTCV-114BTCV-114A

TCV-

104A

TCV-

104B

TCV-214B24" CS

48" CS

TCV-249

C-3MOTOR

36" CR

30" CS

1

2

2

2

2

FE04

FE02

FE01 FE

03

PT02

3

44

LASE

EVNE

DFO

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YTOC NU


DENVERINTERNATIONAL

AIRPORT

CADD FILE NO.

SHEET NO.

SHEET TITLE

VOLUME NO.

DESIGN CONTRACT NO.

WORK BREAKDOWN NO.

FAA AIP NO:

CHECKED BY:

DRAWN BY:

DATE:

ISSUE RECORD

CONST. CONTRACT NO.

SCALE:

DESIGNER OF RECORD



BURNS & McDONNELL

10/23/12


KEY PLAN

1/4" = 1'-0"

A. MAHOBIAN

D. WHITNEY

01

LOWER LEVELEAST MECHANICAL

PLAN

M2.02

201310046-00

CE-03024-09

0 AM IFC 13MR13 DMW

1/4" = 1'-0"M2.02

LOWER LEVEL - CHILLER ROOM PLAN1

N NOTES:

1.

2.

3.

NEW CHILLERS (C-4A AND C-4B) SHOWN WITH MANUFACTURER CLEARANCES, CONTRACTOR ISRESPONSIBLE FOR COORDINATING WITH SUPPLIER TO MAINTAIN ALL REQUIRED CLEARANCES.CONTRACTOR SHALL TAKE THE TIME AND EFFORT NEEDED TO ACCURATELY PLACE THE NEWCHILLERS.

EXISTING DUCTWORK RUNS IN CHILLER ROOM ABOVE NEW CHILLERS AND ASSOCIATED NEWPIPING. DUCTWORK IS NOT SHOWN FOR CLARITY, HOWEVER, CONTRACTOR SHALL BE AWAREOF ALL EXISTING DUCTWORK FOR COORDINATION OF NEW EQUIPMENT, PIPING, VALVES,SUPPORTS, ETC.

SEE STRUCTURAL DRAWINGS FOR PIPE SUPPORT AND EQUIPMENT PAD DETAILS.

2 1/2" CWR & CWSCONTINUETOWARDS COLUMNW3 ON DWG M2.01.

2 1/2" CWR & CWS SERVINGAHU-ER2, SEE DWG M2.03FOR CONTINUATION

KEYED NOTES:1 RTU-2 SHALL REMAIN IN OPERATION FOR THE DURATION OF CONSTRUCTION AND MAY ONLY BE SHUT DOWN

ONCE RTU-1 HAS BEEN MOVED TO NEW LOCATION, ALL NEW PIPES HAVE BEEN ROUTED, AND IT IS TIME TOCONNECT RTU-1 BACK INTO THE MAIN PIPES. TEMPORARY SHUTDOWN OF RTU-2 MUST BE COORDINATED WITHCENTRAL UTILITY PLANT OPERATORS AND DIA PROJECT MANAGER.

3" RUPTURE DISK (TYP OF 2 PER CHILLER). CONTRACTOR SHALL FIELD ROUTE PIPE THROUGH FLOOR ABOVE TOATMOSPHERE. SEE STRUCTURAL DRAWINGS FOR FLOOR PENETRATION DETAILS.

INSTALL NEW PRESSURE TRANSMITTER IN THE SOUTH SIDE OF 48" CS PIPE.

TUBE PULL CLEARANCE.

2

SCALE IN FEET

0 2' 4' 8'


3

4

N1

N2

N3

N4

E3 E4 E5

2 1/2" CWS

COIL PULL AREA

1" CD DOWN TO LOWER LEVEL, SEETHIS DRAWING FOR CONTINUATION

32"x32" SUPPLY AIR TOSPACE BELOW, SEE THISSHEET FOR CONTINUATION

78"x24" RETURN PLENUM FROMSPACE BELOW, SEE THISSHEET FOR CONTINUATION

10" N

G

6" N

G4"

FO

S1"

NG

AHU-ER2

1" CDSLOPE

2 1/2" CWR AND CWSPENETRATE PIPE CHASEWALL. SEE STRUCTURALDRAWINGS FOR PIPEPENETRATION DETAIL. PIPE CHASE ACCESS DOOR

BOILER ROOM

NEW ELECTRICAL ROOM

PIPES CONTINUE INTO PIPECHASE. NOT SHOWN FOR CLARITY.48" CR

24" C

R

24" C

R

24" C

R

24" C

R

2 1/

2" C

WR

2 1/

2" C

WS

2 1/2" CWR

2 1/2" CWS

2 1/2" CWR AND CWS CONTINUETOWARDS COLUMN W3 ON DWG M2.01

EASTLOADING

DOCK

2 1/2" CWR

TCV-126

6

7

N1

N2

N3

N4

E3 E4 E5

NEW ELECTRICAL ROOM

FD(E)

FD(E)

1" CD

(TYP OF 2)

32"x32" UP FROM AHU-ER2,SEE THIS SHEET FORCONTINUATION

(TYP OF 2)

78"x24" RETURN PLENUMUP TO AHU-ER2, SEETHIS SHEET FORCONTINUATION

1" CD FROM ABOVE, SEE THISSHEET FOR CONTINUATION

FD(E)

SG-1-45(H)-30"x30"5500

RG-1-36"x24"5500

1SLOPE

BOILER ROOMEAST

LOADINGDOCK

3

4

2

2

5

32"x

32"

AHU-ER2 CONTROLLERTO BE MOUNTED INSIDEOF CPF-2 OR ADJACENTTO CPF-2 ON SOUTHWALL. SEE DWG E3.04FOR COORDINATION.

LASE

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DENVERINTERNATIONAL

AIRPORT

CADD FILE NO.

SHEET NO.

SHEET TITLE

VOLUME NO.

DESIGN CONTRACT NO.

WORK BREAKDOWN NO.

FAA AIP NO:

CHECKED BY:

DRAWN BY:

DATE:

ISSUE RECORD

CONST. CONTRACT NO.

SCALE:

DESIGNER OF RECORD



BURNS & McDONNELL

10/23/12


KEY PLAN

1/4" = 1'-0"

A. MAHOBIAN

D. WHITNEY

01

ELECTRICAL ROOMHVAC PLANS

M2.03

201310046-00

CE-03024-09

0 AM IFC 13MR13 DMW

1/4" = 1'-0"M2.03

MEZZANINE LEVEL - ELECTRICAL ROOM2

1/4" = 1'-0"M2.03

LOWER LEVEL - ELECTRICAL ROOM1

N N

KEYED NOTES:

CONTRACTOR SHALL ROUTE PIPE ALONG FLOOR AND SLOPED TOWARDS THE FLOORDRAIN. TERMINATE PIPE WITH A 90 DEGREE ELBOW LOCATED 1" ABOVE THE FLOOR DRAIN.

INSTALL FIRE DAMPER IN VERTICAL DUCT AT FIRE-RATED PENETRATION. SEE DETAIL 11ON M6.01.

INSTALL FIRE DAMPER ACCESS DOOR IN ELBOW DOWNSTREAM OF DAMPER.

FIRE DAMPER ACCESS THROUGH REMOVAL OF RETURN GRILLES.

RETURN GRILLE (TYP OF 2) ARE TO BE MOUNTED TO BOTTOM OF 78"x24" RETURN PLENUM.

INSTALL 1" TEE WITH PIPE PLUG FOR CLEANOUT.

1" CD SHALL BE RUN ALONG OR ABOVE THE EXISTING BEAM RUNNING AT COLUMN N2 INBETWEEN E3 & E4. MINIMUM SLOPE OF 1/4" PER FT MUST BE MAINTAINED PER CODE.

1

SCALE IN FEET

0 2' 4' 8'

SCALE IN FEET

0 2' 4' 8'


2

3

4

5

6

7

LOWER LEVEL

S1

T/ BEAM EL. 116'-0" 78.20'

2M3.01

24" C

S

24" CS

20" CS

SD

48" CS

6" SA6" NG

4" FOS

8" PW

P-24

LOWER LEVEL

T/ BEAM EL. 116'-0" 78.20'

E21

M3.01

24" C

S

24" C

S P-34

SD

P-24

BOP 76' - 8 1/16"

BOP 79' - 2 3/8"

48" CSTCV-258

MEZZANINE LEVEL

LOWER LEVEL

S1S2S3

T.O.S. EL 125'-0" 87.20'

24" CWR

24" CWR

24" C

WR

24" CWR

24" C

WR

36" C

WR

2 1/

2" C

WR

36" CWR

24" C

WR

24" C

WR

AS-2AS-3

AS-1

36" C

WS

24" H

WS

MEZZANINE LEVEL

LOWER LEVEL

W5

18" C

WR

18" C

WR

P-11

SD

16" CWR

12" CWR10" CWR

18" C

WR

18" CWR

36" CWR 36" CWR

18" CWRBOP 78' - 10 7/8"BOP 78' - 6 3/8"

LASE

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DENVERINTERNATIONAL

AIRPORT

CADD FILE NO.

SHEET NO.

SHEET TITLE

VOLUME NO.

DESIGN CONTRACT NO.

WORK BREAKDOWN NO.

FAA AIP NO:

CHECKED BY:

DRAWN BY:

DATE:

ISSUE RECORD

CONST. CONTRACT NO.

SCALE:

DESIGNER OF RECORD



BURNS & McDONNELL

10/23/12


As indicated

A. MAHOBIAN

D. WHITNEY

01

MECHANICALSECTIONS

M3.01

201310046-00

CE-03024-09

0 AM IFC 13MR13 DMW

1/2" = 1'-0"M2.02 M3.01

SECTION - LOOKING WEST @ P-341

1/2" = 1'-0"M2.02 M3.01

SECTION - LOOKING NORTH @ P-342

1/4" = 1'-0"M2.01 M3.01

SECTION - LOOKING WEST @ AS TANKS3

1/2" = 1'-0"M2.01 M3.01

SECTION - LOOKING SOUTH @ P-114

SCALE IN FEET

0 1' 2' 4'SCALE IN FEET

0 1' 2' 4'

SCALE IN FEET

0 2' 4' 8'

SCALE IN FEET

0 1' 2' 4'


NOTES:

1.

2.

3.

REFER TO STRUCTURAL DRAWINGS FOR PIPE SUPPORT DETAILS.

SOME VALVES, ACCESSORIES AND OTHER APPURTENANCES ARE NOT SHOWN IN THIS VIEW. REFER TO DETAIL 8 ON DWG M6.02FOR ALL REQUIRED PUMP AND PIPING ACCESSORIES.

SEE DETAIL 5 ON DWG M6.02 FOR INERTIA BASE DETAILS.

NOTES:

1.

2.

3.


SOME VALVES, ACCESSORIES AND OTHER APPURTENANCES ARE NOT SHOWN IN THIS VIEW. REFER TO DETAIL 7ON DWG M6.02 FOR ALL REQUIRED PUMP AND PIPING ACCESSORIES.


NOTES:

1.

2.

3.


SOME VALVES, ACCESSORIES AND OTHER APPURTENANCES ARE NOT SHOWN IN THIS VIEW. REFER TODETAIL 8 ON DWG M6.02 FOR ALL REQUIRED PUMP AND PIPING ACCESSORIES.


LOWER LEVEL

T/ BEAM EL. 116'-0" 78.20'

T.O.S. EL 125'-0" 87.20'

E2 E3

3M3.02

2M3.02

16" C

R

C-4BC-4A

16" C

WR

16" C

R

16" C

WRBOP 78' - 6 3/8"

BOP 83' - 10 3/8"BOP 83' - 10 3/8"

BOP 78' - 6 3/8"

TCV-114A

TCV-

204A

TCV-

114B

TCV-

204B

11

LOWER LEVEL

S2

T/ BEAM EL. 116'-0" 78.20'

T.O.S. EL 125'-0" 87.20'

1M3.02

C-4B

16" CR

16" CWR

16" C

WS

16" C

S

16" C

WR

BOP 83' - 10 3/8"

BOP 78' - 6 3/8" BOP 79' - 1 1/4"BOP 77' - 0 1/8"

TCV-

204B

TCV-214BTCV-

104B

11

FE03FE

04

LOWER LEVEL

S2 S3

T/ BEAM EL. 116'-0" 78.20'

T.O.S. EL 125'-0" 87.20'

1M3.02

16" CR

24" CR

18" C

WR

16" CWR

18" C

WS

24" CS

16" C

S

16" C

WS

16" C

R16

" CW

R

C-4A

BOP 83' - 10 3/8"

BOP 78' - 6 3/8"

BOP 76' - 8 1/8"

BOP 83' - 5 3/8" BOP 83' - 6 3/8"

TCV-

114A

TCV-

104A

TCV-

214A

36" CR

1

1

FE01 FE

02

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DENVERINTERNATIONAL

AIRPORT

CADD FILE NO.

SHEET NO.

SHEET TITLE

VOLUME NO.

DESIGN CONTRACT NO.

WORK BREAKDOWN NO.

FAA AIP NO:

CHECKED BY:

DRAWN BY:

DATE:

ISSUE RECORD

CONST. CONTRACT NO.

SCALE:

DESIGNER OF RECORD



BURNS & McDONNELL

10/23/12


1/4" = 1'-0"

A. MAHOBIAN

D. WHITNEY

01

MECHANICALSECTIONS

M3.02

201310046-00

CE-03024-09

0 AM IFC 13MR13 DMW

1/4" = 1'-0"M2.02 M3.02

SECTION - LOOKING NORTH @ C-4A & C-4B1

1/4" = 1'-0"M2.02 M3.02

SECTION - LOOKING WEST @ C-4B2

1/4" = 1'-0"M2.02 M3.02

SECTION - LOOKING EAST @ C-4A3

KEYED NOTES:1 3" RUPTURE DISK (TYP OF 2 PER CHILLER). CONTRACTOR SHALL FIELD ROUTE PIPE THROUGH

FLOOR ABOVE TO ATMOSPHERE. SEE STRUCTURAL DRAWINGS FOR FLOOR PENETRATIONDETAILS.

SCALE IN FEET

0 2' 4' 8'

SCALE IN FEET

0 2' 4' 8'

SCALE IN FEET

0 2' 4' 8'


NOTES:

1.

2.

FLANGES FOR CHILLER PIPING CONNECTIONS AND ISOLATION VALVES ARE NOT SHOWN ON THIS DRAWING.

CHILLER ISOLATION VALVES SHALL BE FLANGED AND SHALL BE LOCATED AT A HEIGHT THAT WILL ALLOW FULLACCESS TO THE CHILLER CONDENSER AND EVAPORATOR TUBES.

LOWER LEVEL

E1E2E3E4

RTU-2 RTU-1

2"CS-15A-202"CR-15A-25 2"RV-15A-22

3"RL-15A-01(E)1 1/2"RH-15A-01(E)

2"CS-15A-202"CR-15A-25

3"RL-15-01

2"RV-15A-22

2"CS-15A-20(E)

2"CR-15A-25(E) 2"RV-15A-22(E)

2"CS-15A-20(E)

3"RL-15A-01(E)

3"RL-15A-01(E)

1 1/2"RH-15A-01(E)

2"CR-15A-25(E)

2"CR-15A-25(E)

11

1111

LOWER LEVEL

E2E3E4

RTU-2 RTU-1

2"CS-15A-20(E)

3"RL-15A-01(E)

1 1/2"RH-15A-01(E)

2"RV-15A-22

3"RL-15A-01(E)

2"CR-15A-25(E)

2"CS-15A-20(E)

3"RL-15A-09(E)

2"CR-15A-25(E)

2"RV-15A-22(E)

1 1/2"RH-15A-05(E) 3"RL-15A-01(E)1 1/2"RH-15A-01(E)

2"CS-15A-20(E)

1

2

4

5

6

3

6 7

89

52"CR-15A-25(E)

3"RL-15A-01(E)

10

1010

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DENVERINTERNATIONAL

AIRPORT

CADD FILE NO.

SHEET NO.

SHEET TITLE

VOLUME NO.

DESIGN CONTRACT NO.

WORK BREAKDOWN NO.

FAA AIP NO:

CHECKED BY:

DRAWN BY:

DATE:

ISSUE RECORD

CONST. CONTRACT NO.

SCALE:

DESIGNER OF RECORD



BURNS & McDONNELL

10/23/12


1/4" = 1'-0"

A. MAHOBIAN

D. WHITNEY

01

RTU RELOCATIONSECTIONS

M3.03

201310046-00

CE-03024-09

0 AM IFC 13MR13 DMW

1/4" = 1'-0"M2.02 M3.03

RTU NEW SECTION1

1/4" = 1'-0"MD2.02 M3.03

RTU DEMO SECTION2

KEYED NOTES:1 CONTRACTOR SHALL RELOCATE RTU-1 AND ASSOCIATED PIPING TO POSITION SHOWN ON DWG M1.01. EXISTING PIPING WILL

BE DISCONNECTED FROM MAINS AND RELOCATED WITH RTU-1 AS SHOWN BY BOUNDARIES OF DEMOLITION.

DISCONNECT 3" REFRIGERANT TRANSFER LINE FROM 3"RL-15A-01 MAIN AT TEE. CAP TEE BRANCH.

DISCONNECT 1 1/2" GAS EQUALIZATION LINE FROM 1 1/2"RH-15A-01 MAIN AT TEE. CAP TEE BRANCH.

DISCONNECT 2" RV-15A-22 AT ELBOW. EXTEND PIPING TO NEW LOCATION SHOWN IN DWG M2.02.

DISCONNECT 2"CS-15A-20 AT ELBOW. EXTEND PIPING TO NEW LOCATION SHOWN IN DWG M2.02.

DISCONNECT 2"CR-15A-25 AT ELBOW. EXTEND PIPING TO NEW LOCATION SHOWN IN DWG M2.02.

CONTRACTOR SHALL DEMOLISH PIPING SERVING C-4. DEMOLISH BRANCH PIPING FROM C-4 TO MAINS.

DEMOLISH 3"RL-15A-09 FROM C-4 TO TIE IN TO 3"RL-15A-01. CAP TEE BRANCH.

DEMOLISH 1 1/2"RH-15A-05 FROM C-4 TO TIE IN TO 1 1/2"RH-15A-01. CAP TEE BRANCH.

CLOSE SHUTOFF VALVE TO RTU-1.

NEW BALL VALVE.

2

3

4

5

6

7

8

9

NOTES:

1. DURING THE RELOCATION OF RTU-1, RTU-2 MUST REMAIN IN SERVICE.2. CONTRACTOR SHALL CLOSE SHUTOFF VALVES TO AND FROM RTU-1. CONTRACTOR

SHALL DISCONNET RTU-1 FROM SYSTEM AT SHUTOFF VALVES AND RELOCATE TOLOCATION SHOW ON DWG M2.02.

3. AFTER RTU-1 IS RELOCATED AND NEW PIPES ARE INSTALLED, CONTRACTOR SHALLTEMPORARILY SHUT DOWN THE REFRIGERANT COLLECTION SYSTEM TO MAKEFINAL CONNECTIONS. CONTRACTOR SHALL KEEP THE SHUT DOWN TIME OF THEREFRIGERANT COLLECTION SYSTEM TO A MINIMUM.

4. TEMPORARY SHUTDOWN OF REFRIGERANT COLLECTION SYSTEM MUST BECOORDINATED WITH AND APPROVED BY CENTRAL UTILITY PLANT OPERATORS ANDDIA PROJECT MANAGER.

10

SCALE IN FEET

0 2' 4' 8'

11

SCALE IN FEET

0 2' 4' 8'


18"CR-15A-08

18"CS-15A-07

24"CS-15A-21

EX-11,200 TON2,880 GPM

45°F EWT/55°F LWT

EX-21,200 TON2,880 GPM

45°F EWT/55°F LWT

CT-32708 TONS

81°F EWT / 71°F LWT200 HP

CT-22708 TONS


CT-1(FUTURE)

CT-42708 TONS


CT-52708 TONS


CT-62708 TONS


CT-72708 TONS


CT-82708 TONS


CT-92708 TONS


SPRAYNOZZLES

(TYP)

COOLING TOWER DRAINAGE BASIN (NORTH TROUGH)

SUMP INLET STRUCTURE

COOLING TOWER SUMP

SLIDEGATE #1

SLIDEGATE #3

24"CS-15A-02

3,250 GPM (TYP)

3,250 GPM (TYP)

24"CS-15A-22 24"CS-15A-23

24" CR-15A-11 24" CR-15A-15 24" CR-15A-19

24"CS-15A-1324"CS-15A-16

24"CR-15A-12 24"CR-15A-16 24"CR-15A-20

10"CR-15A-10

10"CR-15A-09

24"CS-15A-03 24"CS-15A-04 24"CS-15A-05 24"CS

TCV243

TCV244

CT-10(FUTURE)

24" CR24" CR-15A-0724" CR-15A-0624" CR-15A-0524" CR-15A-0424" CR-15A-03

24" CR-15A-02

COOLING TOWER DRAIN CHASE A

48" CR-15A-0148" CR-15A-01

24" CR24" CR

48"CS-15A-01

P-31450 HP

13,000 GPM @ 115'

P-32450 HP

13,000 GPM @ 115'

P-33450 HP

13,000 GPM @ 115'

P-34450 HP

13,000 GPM @ 115'

P-35450 HP

13,000 GPM @ 115'

P-XX (FUTURE)

SLIDEGATE #5

EVAP

COND

COMPM

C-14,150 TONS12,450 GPM

71°F EWT/81°F LWT

M

C-24,150 TONS12,450 GPM

71°F EWT/81°F LWT

M

C-34,150 TONS12,450 GPM

71°F EWT/81°F LWT

P-23300 HP

12,450 GPM @ 70'

P-22300 HP

12,450 GPM @ 70'

P-21300 HP

12,450 GPM @ 70'

10"CS-15A-08

20"CS48"CS-15A-01

TCV242

TCV201

TCV202

TCV203

TCV211

TCV212

TCV213

TCV221

TCV258

TCV257

TCV254

TCV251

30" T

RAN

SITI

ON

SEA

SON

BYP

ASS

36" CR HEADER36" CR HEADER

COOLING TOWER DRAIN CHASE D24" CR

(FUTURE CHILLER)

SLIDEGATE #2

3"DR-15A-08

TO SUMP PIT

2"CS-15A-25

TCV256

2"DW-15F-02

TO AC-1 & AC-2

FROM 8" PLANT WATER HEADER

4"PW-15A-19

4"PW-15A-02

12"-DRN-15J

SUMP OVERFLOW TO BUILDING SEWER

FROM DOMESTIC WATER SUPPLY

LCV001

LCV002

1 1/2" DR-15A-10 1 1/2" DR-15A-21 1/2" DR-15A-03

1 1/2" DR-15A-04 1 1/2" DR-15A-05 1 1/2" DR-15A-06 1 1/2" DR-15A-07 1 1/2" DR-15A-08

6" DR-15A-01

12" RELIEF

24" C

R-1

5 A-3

8SU

MP

WA R

M U

P BY

P ASS

6" DR-15A-01

2"CR-15A-26FROM AC-1 & AC-2

6" DR TOWEST SUMP

24"CS-15A-10

6" DR

TCV259

24" CR24" CR 24" CR

TCV231

TCV232

10"CS-15A-09

36" CS HEADER

SLIDEGATE #4

TCV233

18" CS

18" CR

EX-34,150 TON8,500 GPM

38°F EWT/49.75°F LWT(PLATE & FRAME)

14" CR

14" CS

18" WYE STRAINER

COOLING TOWER DRAIN CHASE B

COOLING TOWER DRAIN CHASE C

EVAP

COND

COMP EVAP

COND

COMP

S

COOLING TOWER DRAINAGE BASIN (SOUTH TROUGH)

2"CR-15A-26

TCV222 TCV

223

TCV253

TCV252

TCV245

TCV246

TCV247

TCV248

TCV249TCV

241

M

EVAP

COND

COMP

C-4A2,500 TONS7,500 GPM

71°F EWT/81°F LWT

C-4B2,500 TONS7,500 GPM

71°F EWT/81°F LWT

P-24250 HP

15,000 GPM @ 51'

M COMP

VFD

VFD

M

EVAP

COND

COMP

MCOMP

VFD

VFD

2 2

1

24" CS

20" CS

24" CS16" CS16" CS

16" CR16" CR

(FUTURE CHILLER)

(FUTURE CHILLER) (FUTURE CHILLER)

TCV214A

TCV214B

TCV204B

TCV204A

24"CSTCV255

20" CR-15A-23

24"CS

24" CR

2"CS-15A-20

FROM RTUs. SEE DWG. M4.03

2"CR-15A-25

TO RTUs. SEE DWG. M4.03

33

33

TE08

TE06

TE02

TE04

FE02

FIT02

FE04

FIT04

PT02

PT01

TCV250

2" CS

S SSSSSS

LASE

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DENVERINTERNATIONAL

AIRPORT

CADD FILE NO.

SHEET NO.

SHEET TITLE

VOLUME NO.

DESIGN CONTRACT NO.

WORK BREAKDOWN NO.

FAA AIP NO:

CHECKED BY:

DRAWN BY:

DATE:

ISSUE RECORD

CONST. CONTRACT NO.

SCALE:

DESIGNER OF RECORD



BURNS & McDONNELL

NONE

10/23/12


A. MAHOBIAN

D. WHITNEY

01

CONDENSERWATER FLOW

DIAGRAM

M4.01

201310046-00

CE-03024-09

0 AM IFC 13MR13 DMW

NOT TO SCALEM4.01

CONDENSER WATER FLOW DIAGRAM1

KEYED NOTES:1 NEW PUMP TO BE PROVIDED WITH VFD. SEE ELECTRICAL DRAWINGS.

EXISTING PUMP TO BE PROVIDED WITH VFD. SEE ELECTRICAL DRAWINGS.

NEW CONTROL VALVE SHALL BE OPEN/CLOSE ONLY. SEE VALVE SCHEDULE ON M7.01 FOR DETAILS.

2

3


EVAP

COND

COMP

36"CWS

36"CWR

M EVAP

COND

COMP M EVAP

COND

COMP M

CWS

CWR

CWR

CWR

CWR

20"CWR

14"CWR14"CWR

12"CWR12"CWR

12"CWR

12"CWR

20"CWS

12"CWS

12"CWS

16"CWR 16"CWR

16"CWS 16"CWS 16"CWS

36"CWS

CWR

10"CWS10"CWS

18"CWS18"CWS

16"C

WS

18"CWR

10"CWR

36"CWR

24"CWR

24"CWS 18"CWS

18"CWR

16"CWS

16"CWS

16"CWR

16"CWR

PACKAGEDPUMP SYSTEMZONE PP-AOB

PACKAGEDPUMP SYSTEMZONE PP-T

ZONE 1C ZONE 3W ZONE 6W

ZONE 4C ZONE 3E ZONE 6E ZONE 9E

12"CWS

16"CWS

ZONE 1C ZONE 3W

ZONE 4C ZONE 3E

12"CWS

ZONEPP-B

ZONEPP-A

ZONEPP-C

ZONE 1CZONE 3W

ZONE 4C ZONE 3E ZONE 5E

12"CWS

10"CWS

10"CWS

ZONE 8B ZONE 14C ZONE 11B ZONE 11C ZONE 11A ZONE 11D ZONE 8A ZONE 14D

16"CWR

C-34,150 TONS6,225 GPM

56°F EWT/40°F LWT

C-24,150 TONS6,225 GPM

56°F EWT/40°F LWT

C-14,150 TONS6,225 GPM

56°F EWT/40°F LWT

RETURN DISTRIBUTION - FROM CONCOURSE C

RETURN DISTRIBUTION - FROM CONCOURSE B

SUPPY DISTRIBUTION - TO CONCOURSE C

16"CWS

SUPPY DISTRIBUTION - TO CONCOURSE B

RETURN DISTRIBUTION - FROM CONCOURSE A

RETURN DISTRIBUTION - FROM TERMINAL

SUPPY DISTRIBUTION - TO CONCOURSE A

SUPPY DISTRIBUTION - TO TERMINAL

RETURN DISTRIBUTION - FROM AOB/ N. TERMINAL

SUPPY DISTRIBUTION - TO AOB/ N.TERMINAL(2,400 GPM)

18"CWS

36"CWRP-61

60 HP2,880 GPM @ 55'

P-6260 HP

2,880 GPM @ 55'

EX-11,000 TON2,880 GPM

60°F EWT/50°F LWT

EX-21,000 TON2,880 GPM

60°F EWT/50°F LWT

P-1A200 HP

2,118 GPM @ 239'

P-1B200 HP

2,118 GPM @ 239'

P-1C200 HP

2,118 GPM @ 239'

P-1A200 HP

2,463 GPM @ 231'

P-1B200 HP

2,463 GPM @ 231'

P-1C200 HP

2,463 GPM @ 231'

P-1A100 HP

2,251 GPM @ 111'

P-1B100 HP

2,251 GPM @ 111'

P-1C100 HP

2,251 GPM @ 111'

NPCWP-1A200 HP

3,300 GPM @ 160'

NPCWP-1B200 HP

3,300 GPM @ 160'

NPCWP-1C200 HP

3,300 GPM @ 160'

PCWP-1A60 HP

1,200 GPM @ 90'

PCWP-1B60 HP

1,200 GPM @ 90'

PCWP-1C60 HP

1,200 GPM @ 90'

TCV133

18" CWS

EX-34,150 TON6,225 GPM

56°F EWT/40°F LWT

14" CWS

14" CWR

P-16200 HP

6,225 GPM @ 100'

TCV199EVAP

COND

COMP M

14"CWR

C-4A2,500 TONS3,750 GPM

56°F EWT/40°F LWT

COMP M

VFD

VFD

EVAP

COND

COMP M

C-4B2,500 TONS3,750 GPM

56°F EWT/40°F LWT

COMP M

VFD

VFD

2

P-15200 HP

6,225 GPM @ 100'

2

P-14200 HP

6,225 GPM @ 100'

2

P-13200 HP

6,225 GPM @ 100'

2

14"CWS

P-11200 HP

6,225 GPM @ 100'

1

18" CWR

18" CWR

18" CWR

18" CWR

14"x18"

18"x16"

18"x16" 18"CWR

TCV114A

TCV114B

14"x18"

18"x16"

18"x16"

18"CWS

16"CWS

16"CWS

TCV104A

TCV104B

16"CWR 16"CWR

16"CWS 16"CWS

CWS SUPPY DISTRIBUTION - TO AHU'S

CWRRETURNDISTRIBUTIONFROMAHU-ER22 1/2"CWR

CWS SUPPY DISTRIBUTIONTO AHU-ER2

M

VFD

M

VFD

M

VFD

M

VFD

M

VFD

CW

R

RETURN DISTRIBUTION - FROM AHU'S

14" CWR 16" CWR 16" CWR 16" CWR 16" CWR

16" CWR

36"CWR36"CWR

(FUTURE PUMP)

(FUTURE PUMP)

16" CWR

6" CWR

16" CWR 16" CWR16" CWR



6"CWS

2 1/2"CWS

TCV131

TCV132

3

44

3

TCV101

TCV102

TCV103

16"CWR

FE01

FIT01

FE03

FIT03

TE05

TE03

TE01

TE07

16"CWR

3"3"

RUPTURE DISK ROUTEDTO ATMOSPHERE

3"3"

RUPTURE DISK ROUTEDTO ATMOSPHERE

TCV126

LASE

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DFO

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DNAYT I C

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DENVERINTERNATIONAL

AIRPORT

CADD FILE NO.

SHEET NO.

SHEET TITLE

VOLUME NO.

DESIGN CONTRACT NO.

WORK BREAKDOWN NO.

FAA AIP NO:

CHECKED BY:

DRAWN BY:

DATE:

ISSUE RECORD

CONST. CONTRACT NO.

SCALE:

DESIGNER OF RECORD



BURNS & McDONNELL

NONE

10/23/12


A. MAHOBIAN

D. WHITNEY

01

CHILLED WATERFLOW DIAGRAM

M4.02

201310046-00

CE-03024-09

0 AM IFC 13MR13 DMW

NOT TO SCALEM4.02

CHILLED WATER FLOW DIAGRAM1

KEYED NOTES:1 NEW PUMP TO BE PROVIDED WITH VFD.

EXISTING PUMP SHALL RECEIVE VFD UNDER CENTRAL UTILITY PLANT CONTROLS UPGRADE PROJECT.

NEW CONTROL VALVE SHALL BE OPEN/CLOSE ONLY. SEE VALVE SCHEDULE ON M7.01 FOR DETAILS.

NEW CONTROL VALVE SHALL HAVE THROTTLING ABILITY. SEE VALVE SCHEDULE ON M7.01 FOR DETAILS.

2

3

4


1 1/2" GAS EQUALIZATION LINE

DW

G. M

1.01

CH

ILLE

R C

-4

3"R

L-15

A-09

3"RL-15A-01

PUM

POU

T LI

NE

3" C

OO

LER

LIQ

UID

3/4"

CH

ARG

ING

CO

NN

.

3" F

FUTUREC-5

FUTUREC-6

1 1/

2"R

H-1

5A-0

5D

WG

. M1.

01

CH

ILLE

R C

-4

1 1/2"H

1 1/2"RH-15A-01

3/4" DRAIN& CHARGINGCONN.

*

SG*

COND. WATER SUP.SEE DWG. M4.01

2"CS-15A-20

COND. WATER RET.SEE DWG. M4.01

2"CR-15A-25

OU

TSID

E

1 1/4"x1 1/2"

M

TRANSFER UNIT

1 1/2"NPT

P

10 H.P.

PSVS

S

1 1/4"x1 1/2"

2"R

V-15

A-22

TRANSFER UNITREFRIGERATION

I

1 1/2"NPT

10 H.P. M

PSVS

PI

S

PSV

SG*

2"R

V-15

A-22

1 1/

2" G

ASEQ

UAL

IZAT

ION

LIN

E

OU

TSID

E

1 1/4"x1 1/2"

1 1/4"x1 1/2"

PSV

P

MODEL # RTU-10RECEIVER

4' Ø x 20' LG

PUMPOUTRTU-1

REFRIGERATION

WE

MODEL # RTU-10RECEIVERPUMPOUT

RTU-2

3/4" DRAIN& CHARGINGCONN.

*

2"C

R-1

5A-2

5

GRADE

GRADE

100DWE

100C100A 100BWE WE

100WT

101A 101B 101C 101D

WT101

WE WEWE WE

3" REFRIGERANTTRANSFER LINE

FUTUREC-5

FUTUREC-6

DW

G. M

1.01

CH

ILLE

R C

-3

3"R

L-15

A-07

PUM

POU

T LI

NE

3" C

OO

LER

LIQ

UID

3/4"

CH

ARG

ING

CO

NN

.

3" F

1 1/

2"R

H-1

5A-0

4D

WG

. M1.

01

CH

ILLE

R C

-3

1 1/2"H

1 1/

2" G

ASEQ

UAL

IZAT

ION

LIN

E

DW

G. M

1.01

CH

ILLE

R C

-2

3"R

L-15

A-05

PUM

POU

T LI

NE

3" C

OO

LER

LIQ

UID

3/4"

CH

ARG

ING

CO

NN

.

3" F

1 1/

2"R

H-1

5A-0

3D

WG

. M1.

01

CH

ILLE

R C

-2

1 1/

2" G

ASEQ

UAL

IZAT

ION

LIN

E

DW

G. M

1.01

CH

ILLE

R C

-1

3"R

L-15

A-03

PUM

POU

T LI

NE

3" C

OO

LER

LIQ

UID

3/4"

CH

ARG

ING

CO

NN

.

3" F

1 1/

2"R

H-1

5A-0

2D

WG

. M1.

01

CH

ILLE

R C

-1

1 1/

2" G

ASEQ

UAL

IZAT

ION

LIN

E

1 1/2" GAS EQUALIZATION LINE1 1/2"RH-15A-01

1 1/2" GAS EQUALIZATION LINE1 1/2"RH-15A-01

1 1/2"1 1/2"

I

4' Ø x 20' LG

LASE

EVNE

DFO

R

DNAYT I C

YTOC NU


DENVERINTERNATIONAL

AIRPORT

CADD FILE NO.

SHEET NO.

SHEET TITLE

VOLUME NO.

DESIGN CONTRACT NO.

WORK BREAKDOWN NO.

FAA AIP NO:

CHECKED BY:

DRAWN BY:

DATE:

ISSUE RECORD

CONST. CONTRACT NO.

SCALE:

DESIGNER OF RECORD



BURNS & McDONNELL

NONE

10/23/12


A. MAHOBIAN

D. WHITNEY

01

RTU FLOWDIAGRAM

M4.03

201310046-00

CE-03024-09

0 AM IFC 13MR13 DMW

NOT TO SCALEM4.03

RTU FLOW DIAGRAM1

NOTES:1. THE INTENT OF THIS FLOW DIAGRAM IS TO SHOW THE EXISTING ARRANGEMENT OF

THE REFRIGERANT COLLECTION SYSTEM. DUE TO TUBE PULL CLEARANCES FOR THENEW CHILLERS, RTU-1 MUST BE RELOCATED TO CHILLER BAY #3, HOWEVER, THESYSTEM ARRANGEMENT IS TO REMAIN AS-IS.

2. DURING THE RELOCATION OF RTU-1, RTU-2 MUST REMAIN IN SERVICE.3. CONTRACTOR SHALL CLOSE SHUTOFF VALVES TO AND FROM RTU-1. CONTRACTOR

SHALL DISCONNET RTU-1 FROM SYSTEM AT SHUTOFF VALVES AND RELOCATE TOLOCATION SHOW ON DWG M2.02.

4. AFTER RTU-1 IS RELOCATED AND NEW PIPES ARE INSTALLED, CONTRACTOR SHALLTEMPORARILY SHUT DOWN THE REFRIGERANT COLLECTION SYSTEM TO MAKE FINALCONNECTIONS. CONTRACTOR SHALL KEEP THE SHUT DOWN TIME OF THEREFRIGERANT COLLECTION SYSTEM TO A MINIMUM.

5. TEMPORARY SHUTDOWN OF REFRIGERANT COLLECTION SYSTEM MUST BECOORDINATED WITH AND APPROVED BY CENTRAL UTILITY PLANT OPERATORS ANDDIA PROJECT MANAGER.

6. PRESSURE SETPOINTS OF ALL PSV'S SHALL BE SET BY CENTRAL UTILITY PLANTOPERATORS TO MATCH CURRENT OPERATIONS.


UNIT DRAIN PAN

INTERNALOPERATING NEGATIVE

STATIC PRESSURE("WG)

DRAW THRU UNIT

PITCH (1/8" PER FOOT)TYPE "M" COPPER (TYP)

RETURN BEND (CLOSED)

FAN INLETPRESSURE(NEGATIVE)

2" MIN SIZE,SLOPE TOEQUIP DRAIN

HAND-TIGHT CLEANOUTPLUG (TYP)

NPT DRAIN CONNECTIONADAPTER

AHU CABINET WALL

1.8"

3.7"

TRAP DRAIN

ROOF CURB TO BEPROVIDED WITH UNIT

1 5/

8"

2 1/2"3"

2 1/2"3"

NOTES:

WELDED PIPINGELEVATION

THREADED PIPINGELEVATION

TYP. WATER PIPINGTYP. WATER PIPING

3/4" BALL VALVE

REDUCER, IF REQUIRED

ADAPTER TO 3/4" HOSETHREAD, PROVIDE HOSECAP NUT

3/4" BALL VALVE

DRAIN ALL LOW POINTS AS INDICATED BELOW.

WHERE DIR LEGS ARE SHOWN ON PIPE RISERDIAGRAMS AND/OR PLANS LOCATE DRAIN ATBOTTOM OF DIRT LEG.

1.

2.

ADAPTER TO 3/4" HOSETHREAD, PROVIDEHOSE CAP NUT

MULTIPLE COIL BANK

VENTS (SEE DETAIL)MANUAL AIR

BALANCING

CONNECTIONSCWR DRAINS & FLUSHING3/4" HOSE GATE CWS &

CONDENSATE DRAIN

THERMOMETERS

AIR

FLOW

AIR

FLOW

TEST CONNECTION FORTESTING WITH PRESSUREGAUGES AND THERMOMETER(TYP.)

FLANGED OR UNION JOINT (TYP.)

VALVE (TYP)

CHILLED WATERSUPPLY FROMSYSTEM

CHILLEDWATER RETURNTO SYSTEM

DELTA P VALVE

TT

TT

M

90° ELBOWS.IF SPACE DOES NOT PERMIT ROUNDELBOWS ARE SHOWN ON DRAWINGS ORUSE THIS DESIGN WHERE SQUARE 90°

NOTE:

RECTANGULAR TRANSITION RECTANGULAR TO ROUND

TRANSITION

TURNING VANES DETAIL

ROUND 90° ELBOWSQUARE 90° ELBOW

RECTANGULAR DUCT

ROUND DUCT

1" IN 4"MAX. SLOPE

1" IN 4"MAX. SLOPE

1" 1"

1"1"

2" R

1" R

TURNING VANES

W

W

W

W

1 1/2" W

CL

LC

R S GASINGLE VANE SCH.

SMALLLARGE

51 38 24114 83 22

BLADES IN TRANSITION ELBOWS SHALLBE DETERMINED ACCORDING TO SMALLESTWIDTH OF ELBOW.

NOTES:

45°

S

S S S S

L

LWW

D

S= D/6 (MIN.2")W/S= NO. OF SPACESR= 1 1/4 SL= 3/4 S

BOLT, SCREW ORWELD TO DUCT

R

45°

SPOT WELD OR SCREW EVERY SIXTH VANE

4" MIN.

1.

NOTE:WATER PIPING

REDUCER

3/4" BALL VALVE

3/4"

3/8" O.D. COPPERTUBING TO FLOORDRAIN OR TOACCESSIBLE POINTFOR DISCHARGEINTO A CONTAINER

VENT ALL HIGH POINTS AS INDICATEDABOVE.

2" THREAD-O-LET

2"2" CAP-THREADED

2"2"-90 ELBOW-THREADED

2" BALL VALVE-THREADED

2" PIPE PLUG2" BALL VALVE

2"

4" WELD-O-LET

4" FLANGE

4" x 2"REDUCINGFLANGE

4"

DUCTWORK TO AHU-1,SEE DWG M2.03

FIRE DAMPER

ELECTRICAL ROOM ROOF

L4X4X1/4 CONTINUOUS

#10 BOLT OR SCREWS

SLEEVE

KEYED NOTES:

NOTES:

1. FOR ROOF PENETRATION DETAILS AND LOCATIONSSEE DRAWINGS S2.01AND S5.01.

1

2

3

1

2

3

FIRE DAMPER, SLEEVE AND ACCESS DOOR SHALLBE PROVIDED AS A COMPLETE UNIT. FIRE DAMPERSHALL BE A RUSKIN MODEL DIBD2 STYLE A ORAPPROVED EQUAL WITH A 30" SLEEVE AND 12"x12"ACCESS DOOR, RUSKIN MODEL ADC24 ORAPPROVED EQUAL, MOUNTED IN DUCT ELBOWDOWNSTREAM OF DAMPER.PROVIDE 2HR FIRE PROOFING, REFER TOSPECIFICATIONS AND MANUFACTURER'SRECOMMENDATIONS.

HILTI FS-ONE FIRE CAULK ANGLE.

SLEEVE THICKNESS MUST BE EQUAL TO ORTHICKER THAN THE DUCT CONNECTED TO IT.

4

4

4

4

LASE

EVNE

DFO

R

DNAYT I C

YTOC NU


DENVERINTERNATIONAL

AIRPORT

CADD FILE NO.

SHEET NO.

SHEET TITLE

VOLUME NO.

DESIGN CONTRACT NO.

WORK BREAKDOWN NO.

FAA AIP NO:

CHECKED BY:

DRAWN BY:

DATE:

ISSUE RECORD

CONST. CONTRACT NO.

SCALE:

DESIGNER OF RECORD



BURNS & McDONNELL

NONE

10/23/12


A. MAHOBIAN

D. WHITNEY

01

MECHANICALDETAILS

M6.01

201310046-00

CE-03024-09

0 AM IFC 13MR13 DMW

NOT TO SCALEM6.01

CONDENSATE TRAP DETAIL1

NOT TO SCALEM6.01

2 1/2" WELDOLET DETAIL (TYP FOR PIPE SIZES 20" TO 36")5

NOT TO SCALEM6.01

DRAIN VALVE CONNETION3

NOT TO SCALEM6.01

CHILLED WATER COOLING COIL PIPING DETAIL2

NOT TO SCALEM6.01

LOW VELOCITY DUCT LAYOUT9

NOT TO SCALEM6.01

RECTANGULAR AIR DUCT ELBOW TURNING VANES8

NOT TO SCALEM6.01

MANUAL AIR VENT DETAIL6

NOT TO SCALEM6.01

LINE DRAIN DETAIL4

NOT TO SCALEM6.01

LINE VENT DETAIL7

NOT TO SCALEM6.01

FIRE DAMPER DETAIL10


EXTENSION NIPPLES

REDUCING TEE

AS REQUIRED

FITTING ORO-LET TYPE

1/4" SENSINGLINE PER PIPINGSPECIFICATIONS

USE REDUCINGFITTINGS AND

INSULATIONPROCESS PIPING

CLE

AR

SHUTOFF VALVE PERPIPING SPECIFICATIONS

INSTRUMENT

SINTERED METALSNUBBER, TRERICE#872 OR EQUIVALENT

PROVIDE 1/4" STEELSIPHON INLIEU OF SENSING LINE FORHOT WATER INSTRUMENTS

INSERT DEPTHACHIEVE PROPER

AS REQ'D TOEXTENSION NIPPLES

FITTINGS ANDUSE REDUCING

O-LET TYPEFITTING OR

REDUCING TEE

THERMOWELLPROCESS PIPING

INSULATION

INSTRUMENT

PRESSURE GAGE

CONCRETEHOUSEKEEPING PADUNDER CONCRETEINERTIA BASE

ECCENTRIC REDUCER

PIPE STAND SUPPORT

FLEX. CONN. TYP.

CHECK VALVE

EXISTING ISOLATION VALVE

SUCTION DIFFUSER

NOTES:1. CONTRACTOR SHALL INSTALL SUCTION DIFFUSER WITH ENOUGH CLEARANCE TO REMOVE THE STRAINER.

CONCRETESUPPORT PAD

CWR TO MAIN

CWR FROM MAIN

DRAINVALVE(TYP)


PRESSURE GAGE

CONCRETEHOUSEKEEPING PADUNDER CONCRETEINERTIA BASE

ECCENTRIC REDUCER

PIPE STAND SUPPORT

FLEX. CONN. TYP.

(OR THERMAL WELL)THERMOMETER

NOTES:1. CONTRACTOR SHALL INSTALL SUCTION DIFFUSER WITH

ENOUGH CLEARANCE TO REMOVE THE STRAINER.

CONCRETESUPPORT PAD

CS TO CHILLER

CS FROM MAIN

SUCTION DIFFUSER

DRAINVALVE(TYP)



EVAPORATOR

CONDENSER

CHILLER

FS

FS

CWS TO MAIN

CWR FROM MAIN

CR TO MAIN

CS FROM MAIN

BUTTERFLY VALVE (TYP)

FLOW SWITCH (TYP)

1/2" NPT COUPLING (TYP)

THERMOMETER (TYP)

PRESSUREGAUGE (TYP)

KEYED NOTES:

FLOW SWITCH SHOULD BE INSTALLED IN LEAVING LEG OF THECHILLED AND CONDENSER WATER CIRCUITS.

PIPE ONE GAUGE BETWEEN ENTERING AND LEAVING PIPES. ASHUTOFF VALVE ON EACH SIDE OF THE GAUGE ALLOWS THEOPERATOR TO READ EITHER ENTERING OR LEAVING WATER PRESSURE.

COUPLING IS TO ALLOW FIELD-SUPPLIED TEMPERATURECONTROL DEVICE IF REQUIRED BY MANUFACTURER.

COUPLING (TYP)

SHUTOFFVALVE (TYP)

2

2

2

1

3

1

3

MAXDOORSIZE

SHEET METAL GAGETHICKNESS

DOOR BACK FRAME

12"x12"

NO.OF

HINGES

NO.OF

HANDLES

2 1 26 26 24

2226242216"x16"

2226222324"x24"

DUCT

FRAME WITH CLINCH LOCK

SPACER

SASH LOCKGASKET

HINGES

SPACERDOOR

3/4"

2"

NOTES:

1. WHERE USED THROUGH FLOORS, EXTEND3" ABOVE FLOOR. PROVIDE A COVERPLATE (TACK WELDED) ON TOP OFUNUSED SLEEVES.

2. FIRE/SMOKE SEAL AS REQUIRED.INSTALL PER MANUFACTURERSINSTRUCTIONS.

1/2" STEEL PLATESTEEL PIPE SLEEVESTANDARD WEIGHT

FILL VOID WITH SEALANT

2" ALL AROUND

CONCRETE GROUTIF REQUIRED OR SMOKE SEAL SYSTEM

AS PER LISTING BOTH SIDES

SPRINGISOLATOR (TYP)

CONCRETEIN-FILL

REBARREINFORCEMENT

STEEL FRAME

NOTES:

1. REFER TO SPEC. SECTION 15245 -VIBRATION ISOLATION FORINERTIA BASE REQUIREMENTS.

DOWELINGAS REQUIRED

ISOLATOR

INERTIABASE

EQUIPMENT PAD

FLOOR

LASE

EVNE

DFO

R

DNAYT I C

YTOC NU


DENVERINTERNATIONAL

AIRPORT

CADD FILE NO.

SHEET NO.

SHEET TITLE

VOLUME NO.

DESIGN CONTRACT NO.

WORK BREAKDOWN NO.

FAA AIP NO:

CHECKED BY:

DRAWN BY:

DATE:

ISSUE RECORD

CONST. CONTRACT NO.

SCALE:

DESIGNER OF RECORD



BURNS & McDONNELL

NONE

10/23/12


A. MAHOBIAN

D. WHITNEY

01

MECHANICALDETAILS

M6.02

201310046-00

CE-03024-09

0 AM IFC 13MR13 DMW

NOT TO SCALEM6.02

LOCALLY MOUNTED PRESSURE INSTRUMENT DETAIL1

NOT TO SCALEM6.02

LOCALLY MOUNTED TEMPERATURE INSTRUMENT2

NOT TO SCALEM6.02

CHILLED WATER PUMP PIPING DETAIL - HSC7

NOT TO SCALEM6.02

CONDENSER WATER PUMP PIPING DETAIL - HSC8

NOT TO SCALEM6.02

CHILLER PIPING DETAIL6

NOT TO SCALEM6.02

ACCESS DOOR IN DUCT DETAIL3

NOT TO SCALEM6.02

PIPE PENETRATION DETAIL4

NOT TO SCALEM6.02

INERTIA BASE DETAIL5


FACE TYPE:RD - ROUNDH-R - HALF ROUNDRCT - RECTANGULARPR - PERFORATEDLR - LINEARH-S - HORIZ. STRAIGHTV-S - VERT. STRAIGHTH-22 - HORIZ. 22° FIXEDH-45 - HORIZ. 45° FIXED

ACCESSORIES:E-D - EQUALIZING DEFLECTORSS-R - SMUDGE RINGP-R - PLASTER RINGEXTR - EXTRACTORB-O-B - BLANK OFF BAFFLESOP-KY- OPERATING KEYS

NOTES:1. MANUFACTURER AND MODEL INDICATED ARE USED AS THE BASIS OF DESIGN. CONTRACTORMAY PROVIDE EQUIVALENT PRODUCTS FROM THE FOLLOWING MANUFACTURERS: ANEMOSTAT,HART & COOLEY INC, KRUEGER, PRICE OR TUTTLE & BAILEY

PATTERN:FX - FIXED2-P - 2 POSITIONADJ - ADJUSTABLE1-W - 1 WAY2-W - 2 WAY3-W - 3 WAY4-W - 4 WAYIND - INDUCTIONS-D - SINGLE DEFLECTIOND-D - DOUBLE DEFLECTION

PATTERN:A-E - ALUMINUM ENAMELW-E - WHITE ENAMELA-A - ALUMINUM ANODIZED

MOUNTING:S-M - SURFACE MOUNTEDFL - FLUSHL-I - LAY INS-W - SIDE WALLD - DUCT

MATERIALS:ST - STEELAL - ALUMINUM

DAMPERS:O-B - OPPOSED BLADEBTFY - BUTTERFLYITGL - INTEGRAL

LASE

EVNE

DFO

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DNAYT I C

YTOC NU


DENVERINTERNATIONAL

AIRPORT

CADD FILE NO.

SHEET NO.

SHEET TITLE

VOLUME NO.

DESIGN CONTRACT NO.

WORK BREAKDOWN NO.

FAA AIP NO:

CHECKED BY:

DRAWN BY:

DATE:

ISSUE RECORD

CONST. CONTRACT NO.

SCALE:

DESIGNER OF RECORD



BURNS & McDONNELL

NONE

10/23/12


A. MAHOBIAN

D. WHITNEY

01

MECHANICALSCHEDULES

M7.01

201310046-00

CE-03024-09

0 AM IFC 13MR13 DMW

WATER CHILLER SCHEDULE

TAG NO. MANUFACTURER MODEL NO. TYPE LOCATIONNOMINAL CAPACITY

(TONS)EVAPORATOR CONDENSER ELECTRICAL

REFRIGERANT OPER. WEIGHT (KIP)FLOW RATE (GPM) EWT (°F) LWT (°F) PRESS DROP (PSI) FLOW RATE (GPM) EWT (°F) LWT (°F) PRESS DROP (PSI) Hz VOLTAGE PHASE (Ø)C-4A TRANE CDHF2550 DUAL-COMPRESSOR, VFD CHILLER ROOM - BAY 4 2,500 3,733 56 40 2.62 7,500 71 80 4.78 60 4,160 3 R-123 77.41C-4B TRANE CDHF2550 DUAL-COMPRESSOR, VFD CHILLER ROOM - BAY 4 2,500 3,733 56 40 2.62 7,500 71 80 4.78 60 4,160 3 R-123 77.41

PUMP SCHEDULE

TAG NO. LOCATION SERVICE TYPE FLUID FLOW RATE (GPM) HEAD (FT H2O) OPERATING TEMP (°F) MOTOR HP Hz VOLTAGE PHASE (Ø)

P-11 PUMP ROOM CHILLED WATER HORIZ. SPLIT CASE WATER 6,225 100 40 200 60 480 3

P-24 CHILLER ROOM CONDENSER WATER HORIZ. SPLIT CASE WATER 15,000 51 71 250 60 4,160 3

NOTES

1, 2, 3, 4, 5

1, 2, 3, 4

AIR HANDLING UNIT SCHEDULEGENERAL FAN ELECTRICAL COOLING COIL DATA

APPROX.WEIGHT

(LBS)TAG NO.PLAN

LOCATION

SMOKECONTROL

(Y/N)

UNITALTITUDE

(FT)CFM @ ALT.CONDITIONS

OUTSIDE AIRCFM @ ALT.CONDITIONS

EXT.STATICPRESS

(IN. WG.)

TOTALSTATICPRESS

(IN. WG.)APPROX.

MOTOR HPELECT.DATA COIL TYPE

CFM @ ALT.CONDITIONS

GRANDTOTALHEAT(MBH)

TOTALSENSIBLE

HEAT(MBH)

ENTERINGAIR TEMP -DB (DEG F)

ENTERINGAIR TEMP -WB (DEG F)

LEAVINGAIR TEMP. -DB (DEG F)

LEAVINGAIR TEMP. -WB (DEG F)

ENTERINGWATERTEMP.

(DEG F)

DESIGNCHILLEDWATER

FLOW (GPM)

DESIGNWATER

TEMP. RISE(DEG F)

AHU-ER2 M2.03 N 5,500 11,000 0 1.00 2.70 10 480/3/60 HYDRONIC 11,000 440.2 440.2 95.0 63.0 45.8 45.3 40.0 55.0 16 3,500

NOTES

1. PUMP SHALL BE PROVIDED WITH PREMIUM EFFICIENCY, INVERTER-RATED MOTOR2. PUMP SHALL BE PROVIDED WITH VARIABLE FREQUENCY DRIVE & BACNET COMMUNICATION CARD3. PUMP SHALL BE PROVIDED WITH SUCTION DIFFUSER4. PUMP ROTATION SHALL BE CCW (AS VIEWED FROM THE DRIVER END)5. PUMP FLOW RATE AND HEAT ARE AT MAXIMUM OPERATING CONDITIONS. MOST OF THE TIME, THIS PUMP WILL BE OPERATING AT PART-LOAD (BETWEEN 5,000 - 10,000 GPM). THEREFORE THE PUMP SELECTED

SHOULD HAVE ITS BEST EFFICIENCY POINT (BEP) SELECTED AT NON-MAXIMUM CONDITIONS. FINAL PUMP SELECTION MUST BE APPROVED BY ENGINEER.

NOTES

1. CHILLERS SHALL BE EQUIPED WITH BACNET IP COMMUNICATION CARDS AND CAPABLE OF INTERFACING WITH THE JCI SYSTEM.2. CHILLERS SHALL BE PROVIDED WITH FLANGED PIPING CONNECTIONS.

DIFFUSER, REGISTER AND GRILLE SCHEDULE

TAG NO.FACETYPE MOUNTING PATTERN DAMPER

ACCESSORIES MATERIAL FINISH MAX NC

BASIS OF DESIGNMFR MODEL

RG-1 PR S FX NA NA AL A-E 45 TITUS 50FSG-1 H-45 S ADJ O-B NA ST A-E 45 TITUS 300FL

CONTROL VALVE SCHEDULE

TAG NO. FLUID TYPE SERVICE VALVE TYPE ACTUATOR TYPEFLOW RATE

(GPM)VALVE

SIZE (IN.)PIPE SIZE

(IN.) REFERENCE DWG NOTESTCV-114A CHW CHILLER C-4A ENTERING CHILLED WATER CV BUTTERFLY 2-POSITION ELECTRIC 3,750 16 16 M4.02 1TCV-114B CHW CHILLER C-4B ENTERING CHILLED WATER CV BUTTERFLY 2-POSITION ELECTRIC 3,750 16 16 M4.02 1TCV-104A CHW CHILLER C-4A LEAVING CHILLED WATER CV BUTTERFLY FULLY PROPORTIONING ELECTRIC 3,750 16 16 M4.02 1TCV-104B CHW CHILLER C-4B LEAVING CHILLED WATER CV BUTTERFLY FULLY PROPORTIONING ELECTRIC 3,750 16 16 M4.02 1TCV-204B CW CHILLER C-4A ENTERING CONDENSER WATER CV BUTTERFLY 2-POSITION ELECTRIC 7,500 16 16 M4.01 1TCV-204A CW CHILLER C-4B ENTERING CONDENSER WATER CV BUTTERFLY 2-POSITION ELECTRIC 7,500 16 16 M4.01 1TCV-214A CW CHILLER C-4A LEAVING CONDENSER WATER CV BUTTERFLY 2-POSITION ELECTRIC 7,500 16 16 M4.01 1TCV-214B CW CHILLER C-4B LEAVING CONDENSER WATER CV BUTTERFLY 2-POSITION ELECTRIC 7,500 16 16 M4.01 1TCV-126 CHW AHU-ER2 CHILLED WATER CV PRESSURE INDEPENDENT FULLY PROPORTIONING ELECTRIC 55.0 2 2 1/2 M2.03 1, 2

NOTES

1. THE MAJOR CONTROL VALVES LISTED ABOVE ARE INTENDED FOR COORDINATION WITH JOHNSON CONTROLS, INC (JCI) INTERFACE. FOR AHU COIL AND EQUIPMENT FLOW CONTROL VALVES, FLOW METERING DEVICES AND OTHERITEMS THAT ARE NOT LISTED ABOVE, REFER TO SYSTEM FLOW DIAGRAMS AND ASSOCIATED SYSTEM EQUIPMENT SPECIFICATION SECTIONS.

2. RECOMMENDED ACTUATOR IS JCI M9220-GGA-3.


M

J

PMP

C

PT

CT

COMBINATION MOTOR STARTER

POWER SYMBOLS

PUSH BUTTON

JUNCTION BOX

CONDUIT/WIRING DOWN

CONDUIT/WIRING UP

MOTOR

ONE LINE/RISER SYMBOLS

POWER TRANSFORMER

POTENTIAL TRANSFORMER

CURRENT TRANSFORMER

GROUNDING CONNECTION

RELAY CONTACTS - OPEN

SEPARABLE CONNECTOR

RELAY CONTACTS - CLOSED

CONDUCTOR CONNECTION

CIRCUIT BREAKER

NON-FUSED DISCONNECT SWITCH

FUSE

WIRE/CONDUIT CONTINUATION

CONTACTOR COIL

CURRENT TRANSFORMER - ZERO SEQUENCE

START PUSHBUTTON

STOP PUSHBUTTON

HAND-AUTO PUSHBUTTON

2 SPEED PUSHBUTTON

120V CONTROL TRANSFORMER

CAPACITOR

SURFACE MOUNTED POWER PANELBOARD

KEYED NOTE SYMBOL

MOTOR THERMAL OVERLOAD PROTECTOR

PROGRAMMABLE MOTOR PANEL

EXPLANATION OF CIRCUIT DESIGNATIONS

PANEL DESIGNATIONCIRCUIT NUMBER

L2A-12

CONDUIT AND WIRING RUNEXPOSED, ARROWHEADDENOTES HOMERUN. ALLPOWER CONDUITS SHALLHAVE A GREEN EQUIPMENTGROUNDING CONDUCTOR.

DISCONNECT SWITCH,SURFACE MOUNTED

DUPLEX RECEPTACLE, NEMA5-20R 18" AFF UON

SOLID STATE REDUCED VOLTAGEMOTOR CONTROLLER

GROUNDING WYEWINDING CONNECTION

DELTA WINDINGCONNECTION

PANEL LOCATION2 = LOWER LEVEL4 = GRADE LEVELTYPE OF PANELC - CRITICAL (UPS) POWERE - EMERGENCY POWERL - LIGHTING P - 480V POWERS - 208Y/120V POWER

2

- 1' X 4'FLUORESCENT LIGHT FIXTURESURFACE OR PENDANT MOUNTED

LIGHT FIXTURE - 1' X 4'EMERGENCY FLUORESCENT

THREE WAY SWITCH

LIGHTING SYMBOLS

COMMUNICATIONS SYMBOLS

TELEPHONE OUTLET - SURFACE MOUNTED

SOUND SYSTEM HORN

FIRE ALARM SYMBOLS

FIRE ALARM SPEAKER W/ FLASHING LIGHT

SMOKE DETECTOR, PHOTOELECTRIC

REMOTE MOUNTED ANUNCIATOR LIGHT

GROUNDING SYMBOLS

GROUND

LIGHTNING ARRESTOR

TRANSFORMER

WITHOUT DIRECTIONAL ARROWSINGLE FACE EXIT LIGHT

INDICATE FUTURE EQUIPMENTDASHED SYMBOLS

NOTE:

F

SD

R

3

T

PM

P

3

INSTRUMENT AND CONTROL SYMBOLS

INSTRUMENT OR CONTROL DEVICE

INSTRUMENT IDENTIFICATION

ABCD

F

E

G

IH

J

L

K

M

ON

P

R

Q

STUV

WX

Z

Y

MEASURED ORINITIATING VARIABLE

MODIFIER READOUT ORPASSIVE FUNCTION FUNCTION

OUTPUT MODIFIERFIRST-LETTER SUCCEEDING-LETTERS

ANALYSISBURNER, COMBUSTIONUSER'S CHOICEUSER'S CHOICE

USER'S CHOICE

USER'S CHOICE

USER'S CHOICEUSER'S CHOICE

VOLTAGE

FLOW RATE

HANDCURRENT (ELECTRICAL)POWERTIME, TIME SCHEDULE

LEVEL

PRESSURE, VACUUM

QUANTITY

RADIATIONSPEED, FREQUENCYTEMPERATUREMULTIVARIABLEVIBRATION, MECHANICAL

WEIGHT, FORCEUNCLASSIFIEDEVENT, STATE OR

POSITION, DIMENSION

Y AXIS

Z AXIS

X AXIS

TIME RATE

SAFETY

INTEGRATE,

MOMENTARY

RATIO

SCAN

DIFFERENTIAL

ALARM

MULTIFUNCTION

WELLUNCLASSIFIED

POINT (TEST)ORIFICE, RESTRICTION

RECORD

USER'S CHOICE

LIGHT

INDICATE

GLASS, VIEWING DEVICE

SENSOR (PRIMARY

USER'S CHOICE

VALVE, DAMPER, LOUVER

RELAY, COMPUTE, CONVERT

DRIVER, ACTUATOR, UNCLASSIFIED

MULTIFUNCTION

UNCLASSIFIED

TRANSMIT

CONTROL STATION

SWITCH

USER'S CHOICE

USER'S CHOICECONTROL

USER'S CHOICE

HIGH

LOWMIDDLE

USER'S CHOICE

MULTIFUNCTION

UNCLASSIFIED

FINAL CONTROL ELEMENT

ANALYSIS

PRESENCE

TOTALIZE

OF CHANGE

INTERMEDIATE

CONNECTION

ELEMENT)

LETT

ER

DISCRETE INSTRUMENT, FIELD MOUNTEDXXX####

PUSHBUTTON

MPR MOTOR PROTECTION RELAY

VACUUM CONTACTOR

LASE

EVNE

DFO

R

DNAYT I C

YTOC NU


DENVERINTERNATIONAL

AIRPORT

CADD FILE NO.

SHEET NO.

SHEET TITLE

VOLUME NO.

DESIGN CONTRACT NO.

WORK BREAKDOWN NO.

FAA AIP NO:

CHECKED BY:

DRAWN BY:

DATE:

ISSUE RECORD

CONST. CONTRACT NO.

SCALE:

DESIGNER OF RECORD



BURNS & McDONNELL

NONE

10/23/12


P. HEIMBURGER

R. KELEMEN

01

ELECTRICALLEGEND

E0.01

201310046-00

CE-03024-09

0 RDK IFC 13MR13 GNP

PT POTENTIAL TRANSFORMERPVC POLYVINYL CHLORIDE

RECEPT RECEPTACLEREQD REQUIRED

RGS RIDIG GALVANIZED STEELRM ROOM

RTD RESISTANCE TEMPERATUREDETECTOR

SHD SHIELDEDSHT SHEET

SP SPARESW SWITCH

SWBD SWITCHBOARDSWGR SWITCHGEAR

SYM SYMMETRICAL, SYMBOL

TB TELEPHONE BACKBOARDTBD TO BE DETERMINED

TVSS TRANSIENT VOLTAGE SURGESUPPRESSION

TYP TYPICAL

UON UNLESS OTHERWISE NOTED

V VOLT, VOLTAGEVFD VARIABLE FREQUENCY DRIVE

W WATTW/ WITH

WP WEATHERPROOF

XFMR TRANSFORMER

A AMPEREAF AMPERE FRAME

AFF ABOVE FINISHED FLOORAIC AMPERE INTERRUPTING

CAPACITY (RMS SYMETRICAL)APPROX APPROXIMATELY

AS AMPERE SWITCHAT AMPERE TRIP

ATS AUTOMATIC TRANSFER SWITCH

BC BARE COPPERBKBD BACKBOARD

BKR BREAKERBLDG BUILDING

C CONDUITCB CIRCUIT BREAKER

CIRC CIRCULARCKT CIRCUIT

CL CENTERLINECLG CEILING

COMM COMMUNICATIONSCONT CONTINUED

CT CURRENT TRANSFORMERCU COPPER

DDC DIRECT DIGITAL CONTROLDIA DIAMETER

DISC DISCONNECTDIST DISTRIBUTIONDTC DATA TERMINAL CABINET

DWG DRAWING

E, EXIST EXISTINGELEC ELECTRICAL

EQUIP EQUIPMENT

FA FIRE ALARMFACP FIRE ALARM CONTROL PANEL

FL, FLR FLOORFLA FULL LOAD AMPS

FLUOR FLUORESCENTFT FEET

GFCI GOVERNMENT FURNISHED,CONTRACTOR INSTALLED

GFI GROUND FAULT INTERRUPTERGND GROUNDGRN GREEN

HT HEIGHTHZ HERTZ

IN INCHES

J JUMPERJ-BOX JUNCTION BOX

kA KILO AMPEREkcmil THOUSAND CIRCULAR MILSkVA KILOVOLT AMPEREkW KILOWATT

kWH KILOWATT-HOUR

LTG LIGHTING

MAX MAXIMUMMCA MINIMUM CIRCUIT AMPACITYMCB MAIN CIRCUIT BREAKERMCC MOTOR CONTROL CENTERMDP MAIN DISTRIBUTION

PANELBOARDMECH MECHANICAL

MIN MINIMUMMLO MAIN LUGS ONLY

MOCP MAXIMUM OVERCURRENTPROTECTION

MTD MOUNTEDMTG MOUNTING

NC NORMALLY CLOSEDNEC NATIONAL ELECTRICAL CODE

NEMA NATIONAL ELECTRICALMANUFACTURERSASSOCIATION

NIC NOT IN CONTRACTNO NORMALLY OPEN

NTS NOT TO SCALE

OC ON CENTER

PA PUBLIC ADDRESSPB PULLBOX

PNL PANEL

ELECTRICAL ABBREVIATIONS

GENERAL NOTES:

NEW ELECTRICAL EQUIPMENT, CONDUIT AND CONDUCTORS ARE INDICATED WITH A DARK LINE WEIGHT.EXISTING ELECTRICAL IS INDICATED WITH A LIGHT LINE WEIGHT.FIRE ALARM CONTROL PANEL AND GRAPHIC ANNUNCIATOR LOCATED AT COLUMN LINES W1 AND N1 ONGRADE LEVEL, WEST ENTRANCE.

1.

2.


N1

N2

N3

N4

S1

S2

S3

S4

E1 E2 E6W1W2W3W4W5W6W7 E7

TOOLROOM

CONTROLROOM

BOILER ROOM

CHILLER ROOM

M.C.C.ROOM

PUMP ROOM

NEW ELECTRICAL ROOM

SF-1 SF-2

T-1 T-2

INSTRUMENT/PLANTAIR AREA

C-1 C-2 C-3 C-4A C-4B

SF-5 SF-7

SF-8SF-6

SF-4SF-3

B-1

B-2

P-2 P-3 P-4P-1P-1A

B-3 B-4

P-21

P-31

P-22

P-32

P-23

P-33

C-1MOTOR

C-2MOTOR

C-3MOTOR

P-35P-34

N1

N2

N3

N4

S1

S2

S3

S4

E1 E2 E3 E4 E5 E6W1W2W3W4W5W6W7 E7

C-4b-LH-VFD

C-4b-RH-VFD

C-4a-LH-VFD

C-4a-RH-VFD

P-34-VFD

P-33-VFDP-24-VFD

P-11-VFD

RTU-2

HGMC-A

HGMC-BM.C.C. ROOM

P-14

P-15

P-13

P-16RTU-1

P-11

AS-1

AS-2

AS-3

T-4 T-5

EX-3

P-62

P-61

EX-2

P-24

EX-1

AHU-CR

ROOM 107

CPF-2

CPF-1

LASE

EVNE

DFO

R

DNAYT I C

YTOC NU


DENVERINTERNATIONAL

AIRPORT

CADD FILE NO.

SHEET NO.

SHEET TITLE

VOLUME NO.

DESIGN CONTRACT NO.

WORK BREAKDOWN NO.

FAA AIP NO:

CHECKED BY:

DRAWN BY:

DATE:

ISSUE RECORD

CONST. CONTRACT NO.

SCALE:

DESIGNER OF RECORD



BURNS & McDONNELL

10/23/12


KEY PLAN

1/16" = 1'-0"

P. HEIMBURGER

R. KELEMEN

01

OVERALL LOWERLEVEL PLAN

E3.01

201310046-00

CE-03024-09


1/16" = 1'-0"E3.01

OVERALL LOWER LEVEL PLAN1

N

NOTES:

1. SHADED AREAS INDICATE GENERAL AREAS OF WORK.

SCALE IN FEET

0 8' 16' 32'


N1

N2

N3

N4

S1

S2

S3

S4

W2W3W4W5W6W7

MAT

CH

L IN

E - S

EE D

WG

ED

3.03CONTROL

ROOM

BOILER ROOM

P-21

P-31

C-1

C-1MOTOR

PAN

EL "E

2A"

PAN

EL "L

2A"

CO

NTA

CTO

R P

ANEL

PAN

EL "S

2B"

PAN

EL "S

2BA"

BREAKROOM

TOOL ROOM

TOOL ROOM M.C.C. ROOM

EX-3

EX-2

P-61

P-62

P-14P-13

P-15 P-16

T-5T-4

AS-3

AS-2

AS-1

SF-3 SF-4

SF-6 SF-8

SF-7SF-5

SF-1 SF-2

T-1 T-2

B-1

P-71

P-72

P-73

P-66

P-67

EX-1

LASE

EVNE

DFO

R

DNAYT I C

YTOC NU


DENVERINTERNATIONAL

AIRPORT

CADD FILE NO.

SHEET NO.

SHEET TITLE

VOLUME NO.

DESIGN CONTRACT NO.

WORK BREAKDOWN NO.

FAA AIP NO:

CHECKED BY:

DRAWN BY:

DATE:

ISSUE RECORD

CONST. CONTRACT NO.

SCALE:

DESIGNER OF RECORD



BURNS & McDONNELL

10/23/12


KEY PLAN

1/8" = 1'-0"

P. HEIMBURGER

R. KELEMEN

01

DEMO PLAN WESTLOWER LEVEL

ED3.02

201310046-00

CE-03024-09


1/8" = 1'-0"ED3.02

DEMO PLAN WEST LOWER LEVEL1

N

NOTES:

SHADED AREAS INDICATE GENERAL AREAS OF DEMOLITION.1.

SCALE IN FEET

0 4' 8' 16'


N1

N2

N3

N4

S1

S2

S3

S4

E1 E2E3 E4 E5

E6 E7

MAT

CH

L IN

E - S

EE D

WG

ED

3.02

BOILER ROOM

CHILLER ROOM

MCC ROOM

P-24(DEMO)

P-34 P-35P-33

P-23

P-32

P-22

C-2

C-2MOTOR

C-3

C-3MOTOR

RTU-2RTU-1

P2B-14,16,18

4

5

6

LE

RTU-1 SCALE CONTROL BOX

WEIGH CELL (TYP OF 4)

33

1

2

PNL P2B

WIT100

LIT

CHILLER 4 BAY

LASE

EVNE

DFO

R

DNAYT I C

YTOC NU


DENVERINTERNATIONAL

AIRPORT

CADD FILE NO.

SHEET NO.

SHEET TITLE

VOLUME NO.

DESIGN CONTRACT NO.

WORK BREAKDOWN NO.

FAA AIP NO:

CHECKED BY:

DRAWN BY:

DATE:

ISSUE RECORD

CONST. CONTRACT NO.

SCALE:

DESIGNER OF RECORD



BURNS & McDONNELL

10/23/12


KEY PLAN

1/8" = 1'-0"

P. HEIMBURGER

R. KELEMEN

01

DEMO PLAN EASTLOWER LEVEL

ED3.03

201310046-00

CE-03024-09


1/8" = 1'-0"ED3.03

DEMO PLAN EAST LOWER LEVEL1

N

KEYED NOTES:

ELECTRICAL DEMOLITION FOR P-24 CONSISTS OF REMOVING MAIN 4160V FEEDER AND RTDCONDUCTORS AND CONDUIT BACK TO MCC. REMOVE EMERGENCY STOP/LOCKOUT PUSHBUTTON, CONDUIT AND CONDUCTORS BACK TO MCC.

ELECTRICAL DEMOLITION FOR CHILLER NO 4 CONSISTS OF REMOVING MAIN 4160V FEEDERAND RTD CONDUCTORS AND CONDUIT BACK TO MCC. DEMOLITION OF CHILLER AND ALLOTHER CHILLER ELECTRICAL EQUIPMENT AND WIRING IS UNDER A SEPARATE CONTRACT BYOTHERS.

REMOVE POWER CONDUIT AND WIRING FROM MOTOR BACK TO MCC. REMOVE RTD CONDUITAND WIRING BACK TO MCC. REMOVE EMERGENCY STOP/LOCKOUT PUSH BUTTON, CONDUITAND CONDUCTORS BACK TO MCC. NEW POWER CONDUIT AND WIRING TO BE INSTALLED.

REMOVE WEIGH CELLS, CONDUIT, UNISTRUT, WIRING, WEIGHT TRANSMITTER AND CONTROLBOX. SAVE ALL FOR REINSTALLATION AT RTU-1'S NEW LOCATION.

REMOVE LEVEL TRANSMITTER, LEVEL ELEMENT, AND WIRING. SAVE ALL FOR REINSTALLATIONAT RTU-1'S NEW LOCATION.

REMOVE POWER FEEDER TO RTU-1 MOTOR STARTER. REMOVE CONDUIT BACK TOCONVENIENT POINT TO REROUTE NEW CONDUIT TO NEW MOTOR STARTER LOCATION.REMOVE CONDUCTORS BACK TO PANELBOARD.

1

2

NOTES:

SEE SHEETS ED5.01 AND ED5.02 FOR DEMOLITION ONE-LINE DIAGRAMS.SEE SHEET E3.03 FOR NEW WORK.

1.2.

3

4

5

6

SCALE IN FEET

0 4' 8' 16'


W4W5W6W7

N1

N2

N3

N4

S1

S2

W4W5W6W7

1ED5.01

2ED5.01

1ED5.02

2ED5.02

TOOL ROOM

M.C.C. ROOM

MCCB3MCCA3

MC

CA2

MC

CA1

CB

TD A3

CB

TD A2

CB

TD A1

CB

TD B1

CB

TD B2

CB

TD B3

TDS2

EMERGENCYDISCONNECT

NORMALDISCONNECT

GROUNDBUS

MC

CB1

FEED

ERS

(MAI

N)

(MET

ERIN

G)

1200

A T

IE B

USW

AY

FEED

ERS

(MAI

N)

(MET

ERIN

G)

PAN

EL "E

2A"

PAN

EL "L

2A"

CO

NTA

CTO

R P

ANEL

PAN

EL "S

2B"

PAN

EL "S

2BA"

FRONT

HGMC-A

HGMC-B

3 J 3

JF

3

2

3

FEX-3

AS-2

AS-1

CABLETRAY

C4 CHILLERSTARTER

1

4

P-71

P-72

P-73

P-66

P-67

AHU-CR

MCC-B2-6E

ROOM 107

LASE

EVNE

DFO

R

DNAYT I C

YTOC NU


DENVERINTERNATIONAL

AIRPORT

CADD FILE NO.

SHEET NO.

SHEET TITLE

VOLUME NO.

DESIGN CONTRACT NO.

WORK BREAKDOWN NO.

FAA AIP NO:

CHECKED BY:

DRAWN BY:

DATE:

ISSUE RECORD

CONST. CONTRACT NO.

SCALE:

DESIGNER OF RECORD



BURNS & McDONNELL

10/23/12


KEY PLAN

1/4" = 1'-0"

P. HEIMBURGER

R. KELEMEN

01

MCC ROOM DEMOPLAN

ED3.05

201310046-00

CE-03024-09


N

KEYED NOTES:

COMPLETELY REMOVE CHILLER NO 4 REDUCED VOLTAGE STARTER AND FEEDERCONDUCTORS AND CONDUIT TO IT TO ALLOW FOR NEW MCC SECTIONS INSTALLATION.

DEMOLISH ALL ELECTRICAL, FIRE ALARM AND COMMUNICATION EQUIPMENT AND DEVICESINDICATED. DO NOT DISTURB ANY EQUIPMENT OR DEVICES NOT INDICATED ON THEDRAWING. REMOVE CONDUIT AND CONDUCTORS BACK TO CONVENIENT JBOX LOCATEDOUTSIDE OF THE DEMOLITION LIMITS AND CAP AND ISOLATE CONDUCTORS. AREA IS BEINGDEMOLISHED SO THAT PUMP P-11 CAN BE INSTALLED.

RELOCATE ANTENNA TO LOCATION INDICATED BY OWNER. EXTEND ANTENNA CABLE IFNECESSARY.

RECEPTACLE TO REMAIN.

1

2

3

4

SCALE IN FEET

0 2' 4' 8' 1/4" = 1'-0"ED3.05

MCC ROOM DEMO PLAN1


N1

N2

N3

N4

S1

S2

S3

S4

W1W2W3W4W5W6W7

MAT

CH

LIN

E - S

EE D

WG

E3.

0 3

TOOL ROOM

CONTROLROOM

PUMP ROOM

SF-5 SF-7

SF-6 SF-8

SF-4SF-3

SF-1 SF-2

T-1 T-2

INSTRUMENT/PLANTAIR AREAM.C.C. ROOM

B-1

P-1P-1A

C-1

P-11-VFD

E3.051

P-31

P-21

PAN

EL "E

2A"

PAN

EL "L

2A"

CO

NTA

CTO

R P

ANEL

PAN

EL "S

2B"

PAN

EL "S

2BA"

HGMC-A

HGMC-B

P-11

P-13 P-14

P-16P-15

C-1MOTOR

AS-1

AS-2

AS-3

T-4 T-5

EX-3

P-62

P-61

EX-2

EX-1

P-71

P-72

P-73

P-66

P-67

AHU-CR

ROOM 107

LASE

EVNE

DFO

R

DNAYT I C

YTOC NU


DENVERINTERNATIONAL

AIRPORT

CADD FILE NO.

SHEET NO.

SHEET TITLE

VOLUME NO.

DESIGN CONTRACT NO.

WORK BREAKDOWN NO.

FAA AIP NO:

CHECKED BY:

DRAWN BY:

DATE:

ISSUE RECORD

CONST. CONTRACT NO.

SCALE:

DESIGNER OF RECORD



BURNS & McDONNELL

10/23/12


KEY PLAN

1/8" = 1'-0"

P. HEIMBURGER

R. KELEMEN

01

POWER PLAN WESTLOWER LEVEL

E3.02

201310046-00

CE-03024-09


N

1/8" = 1'-0"E3.02

POWER PLAN WEST LOWER LEVEL1

SCALE IN FEET

0 4' 8' 16'NO. BY PURPOSE DATE CKD

N1

N2

N3

N4

S1

S2

S3

S4

E1 E2E3 E4 E5

E6W1

MAT

CH

LIN

E - S

EE D

WG

E3.

0 2

BOILER ROOM

CHILLER ROOM

NEW ELECTRICAL ROOM

E3.071

B-2

P-2 P-3 P-4

B-3 B-4

MCC ROOM

C-2

C-2MOTOR

C-3

C-3MOTOR

P-22

P-32

P-23

P-33 P-34 P-35

C-4BC-4A

C-4

b-R

H-V

FD

C-4

a-LH

-VFD

C-4

a-R

H-V

FD

C-4

b-LH

-VFD

FUTUREFUTURE

FUTU

RE

E3.041

P-34-VFD

P-33-VFD

P-24-VFD

E3.043

E3.042

E3.044

C

J

L2A-7

2

C

L2A-71

PNL P2B

RTU-2RTU-1

PNL P1C

P2B-14,16,18

3

4

5

LE

RTU-1 SCALE CONTROL BOX

WEIGH CELL (TYP OF 4)

WIT100

E3.061

P-24

LIT

CPF-2

CPF-1

LASE

EVNE

DFO

R

DNAYT I C

YTOC NU


DENVERINTERNATIONAL

AIRPORT

CADD FILE NO.

SHEET NO.

SHEET TITLE

VOLUME NO.

DESIGN CONTRACT NO.

WORK BREAKDOWN NO.

FAA AIP NO:

CHECKED BY:

DRAWN BY:

DATE:

ISSUE RECORD

CONST. CONTRACT NO.

SCALE:

DESIGNER OF RECORD



BURNS & McDONNELL

10/23/12


KEY PLAN

1/8" = 1'-0"

P. HEIMBURGER

R. KELEMEN

01

POWER PLAN EASTLOWER LEVEL

E3.03

201310046-00

CE-03024-09


N

1/8" = 1'-0"E3.03

POWER PLAN EAST LOWER LEVEL1

KEYED NOTES:

LIGHT FIXTURE TO REMAIN UNCHANGED.

RELOCATE LIGHT AND JBOX 18" TO THE WEST. EXTEND CONDUIT AND UNISTRUT ASNECESSARY. REPLACE CONDUCTORS FROM NEAREST CONVENIENT JBOX TO NEW JBOXLOCATION.

REINSTALL WEIGH CELLS, CONDUIT, UNISTRUT, WIRING, WEIGHT TRANSMITTER ANDCONTROL BOX REMOVED DURING DEMOLITION. MAKE RTU-1 FULLY FUNCTIONAL IN THE NEWLOCATION.

REINSTALL LEVEL TRANSMITTER, LEVEL ELEMENT, AND WIRING REMOVED DURINGDEMOLITION.

EXTEND CONDUIT FROM EXISTING CONDUIT TO RTU-1'S NEW STARTER LOCATION. INSTALLNEW #10 WIRE FROM PANEL P2B TO MOTOR STARTER.

1

2

NOTES:

SEE SHEETS E5.01 - E5.03 FOR ONE-LINE DIAGRAMS AND CONDUIT AND CONDUCTOR SCHEDULES.SEE SHEET E3.04 FOR VFD LOCATIONS ON ENLARGED ELECTRICAL ROOM PLAN.

1.2.

3

4

5

SCALE IN FEET

0 4' 8' 16'


3

3

3

F

R R

N2

N3

N4

E4 E5

HGMC-B-8BF

C-4

b-R

H-V

FD

C-4

a-LH

-VFD

C-4

a-R

H-V

FD

C-4

b-LH

-VFD

P-34-VFD

P-33-VFD

P-24-VFD

FUTURE FUTURE

FUTU

RE

NEW ELECTRICAL ROOM

HGMC-B-7AF

HGMC-B-7BF

HGMC-A-3CF

HGMC-B-5CF

HGMC-A-1BR

1S2B-9

HGMC-B-8AF

M

AHU-ER2, LOCATED ONROOF OF ELECTRICAL ROOM

P2B-13,15,17

C-4b-RH-C2

C-4a-LH-C2

C-4a-RH-C2

C-4b-LH-C2

EDGE OF CONCRETE BEAM ABOVE.BOTTOM OF BEAM AT 12'-0" AFF.

P1C-4

CONTROLPANEL FIELD(CPF-2)

026TCV

126TCV

N2

N3

N4

E4 E5

NEW ELECTRICAL ROOM

2

N2

N3

N4

E4 E5

NEW ELECTRICAL ROOM

A

A

L2A-27

A

E2A-3

5

A

AA

A

N2

N3

N4

E4 E5

NEW ELECTRICAL ROOM

4

3

SDP

SDP

LASE

EVNE

DFO

R

DNAYT I C

YTOC NU


DENVERINTERNATIONAL

AIRPORT

CADD FILE NO.

SHEET NO.

SHEET TITLE

VOLUME NO.

DESIGN CONTRACT NO.

WORK BREAKDOWN NO.

FAA AIP NO:

CHECKED BY:

DRAWN BY:

DATE:

ISSUE RECORD

CONST. CONTRACT NO.

SCALE:

DESIGNER OF RECORD



BURNS & McDONNELL

10/23/12


KEY PLAN

1/4" = 1'-0"

P. HEIMBURGER

R. KELEMEN

01

ELECTRICAL ROOMPLANS

E3.04

201310046-00

CE-03024-09


N

1/4" = 1'-0"E3.03 E3.04

NEW ELECTRICAL ROOM POWER PLAN1

1/4" = 1'-0"E3.03 E3.04

NEW ELECTRICAL ROOM COMMUNICATIONS PLAN2

N

1/4" = 1'-0"E3.03 E3.04

NEW ELECTRICAL ROOM LIGHTING PLAN3

N

1/4" = 1'-0"E3.03 E3.04

NEW ELECTRICAL ROOM FIRE ALARM PLAN4

N

KEYED NOTES:

CONNECT NEW RECEPTACLE TO EXISTING RECEPTACLE ON CIRCUIT S2B-9.

INSTALL 1" C AND CONDUCTORS FROM HORN TO EXISTING PAGING CIRCUIT CONDUIT SYSTEM. INTERCEPT CONDUITSYSTEM AT COLUMN LINES S1 AND E5. VERIFY PAGING CIRCUIT NUMBER AND COORDINATE CONNECTION OF HORN TOSYSTEM WITH OWNER.

INSTALL 1" C AND CONDUCTORS FROM FA SPEAKER/STROBE TO EXISTING FA NOTIFICATION CIRCUIT. INTERCEPT CONDUITSYSTEM AT COLUMN LINES N2 AND E4.

INSTALL 1"C AND CONDUCTORS FROM FA SMOKE DETECTORS TO EXISTING FA INITIATING CIRCUIT. INTERCEPT CONDUITSYSTEM AT COLUMN LINES N1 AND E5.

ADD LIGHTS TO EXISTING EMERGENCY CIRCUIT E2A-3 LOCATED IN THE AREA OF COLUMNS E4 AND N1. LIGHTS ARE NON-SWITCHED.

1

2

3

4

NOTES:

SEE SHEET E3.02 FOR RECEPTACLE AND LIGHTING PANELBOARD LOCATIONS.SEE SHEETS E5.01 - E5.03 FOR ONE-LINE DIAGRAMS AND CONDUIT AND CONDUCTOR SCHEDULES.SEE SHEET E3.05 AND E3.06 FOR EXISTING PANELBOARD LOCATIONS.SEE SHEET E6.01 FOR LUMINAIRE SCHEDULE.SEE SHEETS E6.01 AND E6.02 FOR PANELBOARD SCHEDULES.

1.2.3.4.5.

5

CONDUIT AND CONDUCTOR SCHEDULEDESCRIPTION3-#14, 3/4"C

SPARE1-#14

IDC-4a-LH-C2C-4a-RH-C2C-4b-LH-C2C-4b-RH-C2

3-#14, 3/4"C 1-#143-#14, 3/4"C 1-#143-#14, 3/4"C 1-#14

SCALE IN FEET

0 2' 4' 8'

SCALE IN FEET

0 2' 4' 8'

SCALE IN FEET

0 2' 4' 8'

SCALE IN FEET

0 2' 4' 8'

WIRING SCHEDULETOBACNET BUS

WIRE TYPE#22TSP, BELDEN #3106A, 3/4"C

NO.1234

P-33-VFD

FROMCPF-2P-24-VFDP-33-VFDP-34-VFD

5 AHU-ER26 TCV-XXX

P-34-VFDCPF-2CPF-2CPF-2

SIGNALBACNET MS/TPBACNET MS/TPBACNET MS/TPBACNET MS/TPFIELD VERIFYFIELD VERIFY

#22TSP, BELDEN #3106A, 3/4"C#22TSP, BELDEN #3106A, 3/4"C#22TSP, BELDEN #3106A, 3/4"CFIELD VERIFYFIELD VERIFY


W4W5W6W7

1E5.01

2E5.01

1E5.02

2E5.02

N1

N2

N3

N4

S1

S2

W4W5W6W7

P-11-VFD

TOOL ROOM

M.C.C. ROOM

HGMC-B-7AF

HGMC-B-8BF

MCCB3MCCA3

MC

CA2

MC

CA1

CB

TD A3

CB

TD A2

CB

TD A1

CB

TD B1

CB

TD B2

CB

TD B3

TDS2

EMERGENCYDISCONNECT

NORMALDISCONNECT

GROUNDBUS

MC

CB1

FEED

ERS

(MAI

N)

(MET

ERIN

G)

1200

A T

IE B

USW

AY

FEED

ERS

(MAI

N)

(MET

ERIN

G)

PAN

EL "E

2A"

PAN

EL "L

2A"

CO

NTA

CTO

R P

ANEL

PAN

EL "S

2B"

PAN

EL "S

2BA"

P-11-VFD

FRONT

HGMC-A

HGMC-B

480V, 3O COMBINATIONDISCONNECT VFD

P-11

HGMC-B-7BF

AS-1

AS-2

EX-3

HGMC-B-8AF

MCC-B2

CORRIDOR

PUMP ROOM

TV

1

2

P-71

P-72

P-73

P-66

P-67

AHU-CR

ROOM 107

MCC-B2-8A

LASE

EVNE

DFO

R

DNAYT I C

YTOC NU


DENVERINTERNATIONAL

AIRPORT

CADD FILE NO.

SHEET NO.

SHEET TITLE

VOLUME NO.

DESIGN CONTRACT NO.

WORK BREAKDOWN NO.

FAA AIP NO:

CHECKED BY:

DRAWN BY:

DATE:

ISSUE RECORD

CONST. CONTRACT NO.

SCALE:

DESIGNER OF RECORD



BURNS & McDONNELL

10/23/12


KEY PLAN

1/4" = 1'-0"

P. HEIMBURGER

R. KELEMEN

01

MCC ROOM PLAN

E3.05

201310046-00

CE-03024-09


N

1/4" = 1'-0"E3.05

MCC ROOM PLAN1NOTES:

SEE SHEETS E5.01 - E5.03 FOR ONE-LINE DIAGRAMS AND CONDUIT AND CONDUCTORSCHEDULES.

1.

KEYED NOTES:

INTERCEPT CIRCUIT S2B-35 IN CEILING AT JBOX. INSTALL NEW RECEPTACLE FOR TV ANDCONNECT TO CIRCUIT. COORDINATE RECEPTACLE HEIGHT WITH NEW TV LOCATION.OWNER TO RELOCATE CABLE TV OUTLET.

1

2

SCALE IN FEET

0 2' 4' 8'

WIRING SCHEDULETOROOM 107

WIRE TYPE#22TSP, BELDEN #3106A, 3/4"C

NO.1

FROMP-11-VFD

SIGNALBACNET MS/TP


S1

S2

S3

E2 E3 E4

C-4b-LH-VFDC-4a-LH-VFD

C-4a-RH-VFD C-4b-RH-VFDP1C-7P1C-5

P-33-VFD P-24-VFD P-34-VFD

P-34P-33

C-4A C-4B

C-3MOTOR

P-24J J

J J

P2B-1,3,5

M M M M

P2B-7,9,11

PNL P2B

M M M M

C-4a-LH-VFDC-4b-LH-VFD

C-4b-RH-VFDC-4a-RH-VFD 1

1

1

1

114ATCV

214ATCV

114BTCV

214BTCV

104ATCV

204ATCV

104BTCV

204BTCV

P-35

CPF-1

P1C-8

01FIT

02FIT

03FIT

04FIT

P1C-6

CONTROL PANEL CH-4b-LH-CP

CONTROL PANEL CH-4b-RH-CP

CONTROL PANEL CH-4a-LH-CP

CONTROL PANEL CH-4a-RH-CP

CHILLER MOTOR TERMINATIONBOX (TYP FOR 4)

LASE

EVNE

DFO

R

DNAYT I C

YTOC NU


DENVERINTERNATIONAL

AIRPORT

CADD FILE NO.

SHEET NO.

SHEET TITLE

VOLUME NO.

DESIGN CONTRACT NO.

WORK BREAKDOWN NO.

FAA AIP NO:

CHECKED BY:

DRAWN BY:

DATE:

ISSUE RECORD

CONST. CONTRACT NO.

SCALE:

DESIGNER OF RECORD



BURNS & McDONNELL

10/23/12


KEY PLAN

1/4" = 1'-0"

P. HEIMBURGER

R. KELEMEN

01

CHILLER POWERPLAN

E3.06

201310046-00

CE-03024-09


NOTES:

SEE SHEETS E5.01 - E5.03 FOR ONE-LINE DIAGRAMS AND CONDUIT AND CONDUCTOR SCHEDULES.SEE SHEET E3.04 FOR VFD LOCATIONS ON ENLARGED ELECTRICAL ROOM PLAN.ALL CONTROL VALVES SHOWN ARE 480V,3O,2HP.SEE SHEET E3.03 FOR LOCATION OF EXISTING PANELBOARD P1C.

1.2.3.4.

N

1/4" = 1'-0"E3.06

CHILLER POWER PLAN1

SCALE IN FEET

0 2' 4' 8'

KEYED NOTES:

1-#8 GND, 3/4"C FROM CHILLER CONTROL PANEL TO CHILLER VFD.1


S1

S2

S3

E1 E2 E3 E4

P-33 P-34 P-35

C-4BC-4A

CH4aLH VFD

CONTROL PANELCH-4a-LH-CP

C-3MOTOR

PNL P2B

P-33-VFD

P-33-EMS-C1

P-24-VFD

P-24-EMS-C1

P-34-VFD

P-34-EMS-C1

P-24

C-4a-LH-C1

C-4a-LH-I1

C-4a-C1

CH4bLH VFDC-4b-LH-C1

C-4b-LH-I1

C-4b-C1

CH4aRH VFD

CONTROL PANELCH-4a-RH-CP

C-4a-RH-C1

C-4a-RH-I1

CH4bRH VFD

CONTROL PANELCH-4b-LH-CP

C-4b-RH-C1

C-4b-RH-I1

CONTROL PANELCH-4b-RH-CP

JCHWFS-4a

CONWFS-4a

J

CHWFS-4b

CONWFS-4b

CH-4a-LH-CP

CH-4b-LH-CP

P-23

P-32

P-22

C-2MOTOR

01PT

02PT

104ATCV

204ATCV

104BTCV

204BTCV

04FE

03FE

01FE

02FE

FS

FSFS

FS

114ATCV

214ATCV

114BTCV

214BTCV

05TE 06

TE

07TE 08

TE

01TE

02TE

03TE

04TE

01FIT

02FIT

03FIT

04FIT

CONTROL PANELFIELD (CPF-1)

LASE

EVNE

DFO

R

DNAYT I C

YTOC NU


DENVERINTERNATIONAL

AIRPORT

CADD FILE NO.

SHEET NO.

SHEET TITLE

VOLUME NO.

DESIGN CONTRACT NO.

WORK BREAKDOWN NO.

FAA AIP NO:

CHECKED BY:

DRAWN BY:

DATE:

ISSUE RECORD

CONST. CONTRACT NO.

SCALE:

DESIGNER OF RECORD



BURNS & McDONNELL

10/23/12


KEY PLAN

1/4" = 1'-0"

P. HEIMBURGER

R. KELEMEN

01

INSTRUMENT ANDCONTROLS PLAN

E3.07

201310046-00

CE-03024-09


1/4" = 1'-0"E3.03 E3.07

INSTRUMENT AND CONTROLS PLAN1

N

NOTES:

SEE SHEET E3.04 FOR VFD LOCATIONS.MOUNT ALL PUSH BUTTON STATIONS AT 48" AFF TO CENTER.PUMP AND CHILLER PUSH BUTTON STATIONS ARE EMERGENCY STOP ONEBUTTON STATIONS.SEE SHEET E3.05 FOR ROOM 107 LOCATION.SEE SHEET E3.04 FOR CONTROL PANEL FIELD (CPF-2) LOCATION.

CONDUIT AND CONDUCTOR SCHEDULEDESCRIPTION4-#14, 4-#10, 1-#10GND, 3/4"C

SPARE2-#14, 2-#10

IDC-4a-LH-C1

3-#16TSP, BELDEN #8719, 1"C 1 TSPC-4a-LH-I14-#14, 4-#10, 1-#10GND, 3/4"C 2-#14, 2-#10C-4a-RH-C13-#16TSP, BELDEN #8719, 1"C 1 TSPC-4a-RH-I14-#14, 4-#10, 1-#10GND, 3/4"C 2-#14, 2-#10C-4b-LH-C1

C-4b-LH-I14-#14, 4-#10, 1-#10GND, 3/4"C 2-#14, 2-#10C-4b-RH-C1

C-4b-RH-I13-#14, 3/4"C 1-#14C-4a-C1

C-4b-C1

3-#16TSP, BELDEN #8719, 1"C 1 TSP

3-#16TSP, BELDEN #8719, 1"C 1 TSP

3-#14, 3/4"C 1-#145/C JACKETED, VENDOR SUPPLIED, 1"C -CONWFS-4a

CHWFS-4aCONWFS-4bCHWFS-4b

3-#14, 3/4"C 1-#14P-33-EMS-C1P-34-EMS-C1P-24-EMS-C1

5/C JACKETED, VENDOR SUPPLIED, 1"C -5/C JACKETED, VENDOR SUPPLIED, 1"C -5/C JACKETED, VENDOR SUPPLIED, 1"C -

3-#14, 3/4"C 1-#143-#14, 3/4"C 1-#14

1.2.3.

4.5.

SCALE IN FEET

0 2' 4' 8'

WIRING SCHEDULEWIRE TYPE2-#16TSP,BELDEN #8719, 1"C

SIGNALTCV-104A

2-#16TSP,BELDEN #8719, 1"CTCV-104B12-#14, 3/4"C, 2 SPARETCV-114A

TCV-114B

#16TSP,BELDEN #8719, 3/4"C

FE-01

2-#24TP,BELDEN #9562, 3/4"C

2-#24TP,BELDEN #9562, 3/4"C2-#24TP,BELDEN #9562, 3/4"C


(2)-4-20mATOFROMNO.

12345678

13141516

212223

2-#24TP,BELDEN #9562, 3/4"C2-#16TSP,BELDEN #8719, 1"C2-#16TSP,BELDEN #8719, 1"C

2425262728293031

TCV-204ATCV-204BTCV-214ATCV-214B

FE-02FE-03FE-04

TE-01TE-02TE-03TE-04TE-05TE-06TE-07TE-08PT-01PT-02

(2)-4-20mA24Vdc24Vdc24Vdc24Vdc24Vdc24VdcMANUFACTURER

5Vdc5Vdc5Vdc5Vdc5Vdc5Vdc5Vdc5Vdc4-20mA4-20mA

12-#14, 3/4"C, 2 SPARE12-#14, 3/4"C, 2 SPARE12-#14, 3/4"C, 2 SPARE12-#14, 3/4"C, 2 SPARE12-#14, 3/4"C, 2 SPARE


3233

9101112

FIT-01FIT-02FIT-03FIT-04

CH-4a-LH-CPCH-4b-LH-CPCPF-1

CPF-1CPF-1CPF-1CPF-1CPF-1CPF-1CPF-1CPF-1FIT-01FIT-02FIT-03FIT-04CPF-1CPF-1CPF-1CPF-1

CPF-1CPF-1CPF-1CPF-1CPF-1CPF-1CPF-1CPF-1CPF-2CPF-2ROOM 107ROOM 107BACNET BUS

4-20mA

BACNET/IPBACNET/IPBACNET MS/TP

VENDOR SUPPLIED, 3/4"C

CATEGORY 6 CABLE, 3/4"CCATEGORY 6 CABLE, 3/4"C#22TSP, BELDEN #3106A, 3/4"C


MANUFACTURERMANUFACTURERMANUFACTURER

VENDOR SUPPLIED, 3/4"CVENDOR SUPPLIED, 3/4"CVENDOR SUPPLIED, 3/4"C

4-20mA4-20mA4-20mA

#16TSP,BELDEN #8719, 3/4"C#16TSP,BELDEN #8719, 3/4"C#16TSP,BELDEN #8719, 3/4"C4-#14, 3/4"C17

181920

FIT-01FIT-02FIT-03FIT-04

10Vdc10Vdc10Vdc10Vdc

CPF-1CPF-1CPF-1CPF-1

4-#14, 3/4"C4-#14, 3/4"C4-#14, 3/4"C

MEZZANINE LEVEL

LOWER LEVEL

W5

INCOMINGSECTION

UTILITYMETERING

MAIN ABREAKER

TIEBREAKER

TRAN

SITI

ON

SEC

TIO

N

P-22

TDA3

METERING

P-23

P-24

METERING

CHILLER C-3LOADBREAK

FEEDERSWITCH

CONCRETE PAD

1

4AF 2AR 1AR

2BR 1BR

1CR2CR

3A

MEZZANINE LEVEL

LOWER LEVEL

W5

P-32

TDA2

METERING

P-35

SPARE

METERING

CONCRETE PAD

P-34

TDA1

METERING

TRAN

SITI

ON

SEC

TIO

N

TIEBREAKER

INCOMINGSECTION

UTILITYMETERING

MAIN ABREAKER

W5

1

1AF 2AF 3AF

1BF 2BF 3BF

1CF 2CF 3CF

PMP PMP PMP PMP PMP

3000

26R

RTD(8) 100

800A

FLA=364C-3

CHILLER

26R

MPR

SPACE

800A

800A

CT

(1)50/5

(3)400/5

65%

NO LOAD3P

1200AS3P

50/5

300/5

TO TRANSF.

HGMC-A

RTD(6) 100

P-23FLA=39CODE G

CONDENSERWATER PUMP

(3)

75/5

200/5

(1)

CONDENSERWATER PUMP

75/5

CONDENSERWATER PUMP

CODE GFLA=39

P-22

CODE G

WATER PUMPCONDENSER

P-24FLA=32

75/5

(3)

TO TRANSF."TDA3"

(MCCA3)

RTD(6) 100

(3)

3-PH300/5(3)

(1)

3-PH

P-32FLA=60.3CODE G

RTD(6) 100

(MCCA2)

TO TRANSF."TDA2"

75/5

(3)300/5(3)

RTD(6) 100

P-34

CODE GFLA=60.3

WATER PUMPCONDENSER

(MCCA1)"TDA1"

(1)

75/5

(3) (3)200/5200/5

(1) (1)50/5(1)

(1)

1200A, 4160V, 3o, 3W CU BUS, 50,000 A.I.C.

200/5

(1)50/5(1)

(1)

200/5

(1) (1)

(1)

3-PH

(1)

(2)PT'S4200-120V

RTD(6) 100

(3)

FLA=60

WATER PUMPCONDENSER

P-35

(1)

200/5

(1)

(3)

4R

400A400A

TO HGMC-B, SEE SHEET ED5.02

PUBLIC SERVICE

7500/9375kVA24.9kV4.16/2.4kV

PUBLIC SERVICE

5KV SWITCHGEAR

1200A1200A1200A

RES

50/550/5

200/5

SPARE

3-#4 5KV,1-#8 600VGND, 2"C

LO

3-500kCMIL5kV,1-#1 600V GND,4"C

3-500kCMIL5kV,1-#1 600V GND,4"C

1000kVA 1000kVA 1000kVA

300 300250 450 450

50/51T

50GT

52

RES

50GT

50/51T

50GT

50/51T

MPRMPR

7500/9375kVA24.9kV4.16/2.4kV

52

52

450RTD(6)

2

3

3A 1BF 1CF 1CR 1BR 2CR 2BR 2CF 2BF 3CF 3BF 4AF

4 4

LASE

EVNE

DFO

R

DNAYT I C

YTOC NU


DENVERINTERNATIONAL

AIRPORT

CADD FILE NO.

SHEET NO.

SHEET TITLE

VOLUME NO.

DESIGN CONTRACT NO.

WORK BREAKDOWN NO.

FAA AIP NO:

CHECKED BY:

DRAWN BY:

DATE:

ISSUE RECORD

CONST. CONTRACT NO.

SCALE:

DESIGNER OF RECORD



BURNS & McDONNELL

10/23/12


As indicated

P. HEIMBURGER

R. KELEMEN

01

HGMC-A DEMOONE-LINE DIAGRAM

ED5.01

201310046-00

CE-03024-09


NOT TO SCALEED3.05 ED5.01

HGMC-A DEMO REAR ELEVATION1


HGMC-A DEMO FRONT ELEVATION2

HGMC-A ONE LINE DIAGRAM

GENERAL NOTES:

1. HGMC-A IS GE LIMITAMP 5kV.

KEYED NOTES:

REMOVE NAMEPLATE.

REMOVE PUMP POWER CONDUIT AND CONDUCTORS AND PUMP RTDCONDUIT AND CONDUCTORS. A NEW PUMP WILL REPLACE THE EXISTINGAND THE NEW VFD WILL BE FED FROM THIS STARTER.

REMOVE PUMP POWER CONDUIT AND CONDUCTORS AND PUMP RTDCONDUIT AND CONDUCTORS. THE EXISTING PUMP WILL REMAIN AND THENEW VFD WILL BE FED FROM THIS STARTER.

REPROGRAM PMP TO REMOVE MOTOR RTD'S FROM THE PROGRAMMING.

1

2

3

4


MEZZANINE LEVEL

LOWER LEVEL

W5

P-21

TDB1

METERING

CONCRETE PAD

CHILLER 4STARTERFEEDER

SPARE

METERING

TRAN

SITI

ON

SEC

TIO

N

TIEBREAKER

INCOMINGSECTION

UTILITYMETERING

MAIN BBREAKER

1

5AR6AR

5BR6BR

6CR 5CR

MEZZANINE LEVEL

LOWER LEVEL

W5

CONCRETE PAD

INCOMINGSECTION

PT'S

UTILITYMETERING

MAI

N B

BREA

KER

PT'STR

ANSI

TIO

NSE

CTI

ON

P-33

TDB3

METERING

P-31

TDB2

METERING

CH

ILLE

R 4C

HIL

LER

4C

HIL

LER

4

TIE

BREA

KER CH

ILLE

R 4

W5

1

4

4AF 5AF 6AF

5BF 6BF

6CF5CF

PMP PMP PMPPMP

PUBLIC SERVICE

7500/9375kVA24.9kV4.16/2.4kV

24.9kV4.16/2.4kV

7500/9375kVA

PUBLIC SERVICE

5KV SWITCHGEAR

1200A1200A

1200A

RES

"TDB3"TO TRANSF.

TDP

300/5(3)

50/5(1)

5BF

(MCCB3)

3-PH

(2)PT'S

120V4200-

RTD(6) 100CONDENSERWATER PUMP

P-33

CODE GFLA=60.3

M1

75/5

(3)

200/5

(1)

5CF

RTD(6) 100TO TRANSF.

(MCCB2)"TDB2"

TDP

FLA=60.3CODE G

P-31WATER PUMPCONDENSER

M1

300/5

(3)

3-PH75/5

(3)

50/5

(1)

200/5

(1)

6BF 6CF 5CR

200/5

75/5

CONDENSERWATER PUMP

FLA=39

RTD(6) 100

"TDB1"(MCCB1)

TO TRANSF.

TDP

P-21

CODE G

M2

3-PH300/5

(3) (3)

50/5

(1) (1)

6BR 6CR

FUTURETRANSFORMER

3-PH300/5

(3)(1)

50/5

(1)

5BR

CHILLER

4AF

HGMC-B

(1) (1)

(1)

(1)

(1)

(1)

(1)

1200A, 4160V, 3o, 3W CU BUS

(1)

200/5

(3)75/5

M5

C-4

CODE GFLA=307

RTD(8) 100

VOLTAGESTARTER

REDUCED

TO HGMC-A,SEE SHEETED5.01

1000kVA1000kVA 1000kVA

52

52

52

RES

50/51T

50GT

450 450

50/51T

50GT

300

50/51T

50GT

50/51T

50GT

2500

3

2

5

LASE

EVNE

DFO

R

DNAYT I C

YTOC NU


DENVERINTERNATIONAL

AIRPORT

CADD FILE NO.

SHEET NO.

SHEET TITLE

VOLUME NO.

DESIGN CONTRACT NO.

WORK BREAKDOWN NO.

FAA AIP NO:

CHECKED BY:

DRAWN BY:

DATE:

ISSUE RECORD

CONST. CONTRACT NO.

SCALE:

DESIGNER OF RECORD



BURNS & McDONNELL

10/23/12


As indicated

P. HEIMBURGER

R. KELEMEN

01

HGMC-B DEMOONE-LINE DIAGRAM

ED5.02

201310046-00

CE-03024-09



HGMC-B DEMO REAR ELEVATION1


HGMC-B DEMO FRONT ELEVATION2

HGMC-B DEMO ONE LINE DIAGRAM

GENERAL NOTES:

1. HGMC-B IS GE LIMITAMP 5kV.

KEYED NOTES:

REMOVE NAMEPLATE.

REMOVE PUMP POWER CONDUIT AND CONDUCTORS AND PUMP RTD CONDUIT ANDCONDUCTORS. THE EXISTING PUMP WILL REMAIN AND THE NEW VFD WILL BE FED FROMTHIS STARTER.

REMOVE CHILLER C-4 POWER CONDUIT AND CONDUCTORS AND CHILLER C-4 RTDCONDUIT AND CONDUCTORS FROM CHILLER C-4 TO C-4 REDUCED VOLTAGE STARTERAND HGMC-B. STARTER IN HGMC-B WILL BE SPARE.

REMOVE C-4 REDUCED VOLTAGE STARTER AND FEEDER TO IT FROM HGMC-B. THE SPACEON THE PAD WILL BE UTILIZED TO ADD TWO NEW SECTIONS TO THE END OF HGMC-B.THESE NEW SECTIONS WILL FEED THE FOUR NEW CHILLER VFD'S.

REPROGRAM PMP TO REMOVE MOTOR RTD'S FROM THE PROGRAMMING.

1

2

3

4

5


MEZZANINE LEVEL

LOWER LEVEL

W5

CONCRETE PAD

INCOMINGSECTION

UTILITYMETERING

MAIN ABREAKER TI

EBR

EAKE

R

TRAN

SITI

ON

SEC

TIO

N

P-22

TDA3

METERING

P-23

P-24 VFDFEEDER

METERING

CHILLER C-3LOADBREAK

FEEDERSWITCH1

W5

4AF 2AR 1AR

2BR 1BR

1CR2CR

3A

MEZZANINE LEVEL

LOWER LEVEL

W5

P-32

TDA2

METERING

P-35

SPARE

METERING

CONCRETE PAD

P-34 VFDFEEDER

TDA1

METERING

TRAN

SITI

ON

SEC

TIO

N

TIEBREAKER

INCOMINGSECTION

UTILITYMETERING

MAIN ABREAKER

W5

2

1AF 2AF 3AF

1BF 2BF 3BF

1CF 2CF 3CF

PMP PMP PMP PMP PMP

3000

26R

RTD(8) 100

800A

FLA=364C-3

CHILLER

26R

MPR

SPACE

800A

800A

CT

(1)50/5

(3)400/5

65%

NO LOAD3P

1200AS3P

50/5

300/5

TO TRANSF.

HGMC-A

RTD(6) 100

P-23FLA=39CODE G

CONDENSERWATER PUMP

(3)

75/5

200/5

(1)

CONDENSERWATER PUMP

75/5

CONDENSERWATER PUMP

CODE GFLA=39

P-22

75/5

(3)

TO TRANSF."TDA3"

(MCCA3)

RTD(6) 100

(3)

3-PH300/5(3)

(1)

3-PH

P-32FLA=60.3CODE G

RTD(6) 100

(MCCA2)

TO TRANSF."TDA2"

75/5

(3)300/5(3)

P-34

CODE GFLA=60.3

WATER PUMPCONDENSER

(MCCA1)"TDA1"

(1)

75/5

(3) (3)200/5200/5

(1) (1)50/5(1)

(1)

1200A, 4160V, 3o, 3W CU BUS, 50,000 A.I.C.

200/5

(1)50/5(1)

(1)

200/5

(1) (1)

(1)

3-PH

(1)

(2)PT'S4200-120V

RTD(6) 100

(3)

FLA=60

WATER PUMPCONDENSER

P-35

(1)

200/5

(1)

(3)

4R

400A400A

TO HGMC-B, SEE SHEET E5.02

PUBLIC SERVICE

7500/9375kVA24.9kV4.16/2.4kV

24.9kV4.16/2.4kV

7500/9375kVA

PUBLIC SERVICE

5KV SWITCHGEAR

1200A1200A

1200A

RES

50/550/5

200/5

SPARE

3-#4 5KV,1-#8 600VGND, 2"C

LO

3-500kCMIL 5kV,1-#1 600V GND,4"C

3-500kCMIL 5kV,1-#1 600V GND,4"C

1000kVA 1000kVA 1000kVA

300 300 450 450

50/51T

50GT

52

RES

50GT

50/51T

50GT

50/51T

MPRMPR

VFD

52

52

450

M-P

-24P-

24-V

FD

4

P-24FLA=32

WATER PUMPCONDENSER

250

VFD

M-P

-34P-

34-V

FD

3

3A 1BF 1CF 1CR 1BR 2CR 2BR 2CF 2BF 3CF 3BF 4AF

LASE

EVNE

DFO

R

DNAYT I C

YTOC NU


DENVERINTERNATIONAL

AIRPORT

CADD FILE NO.

SHEET NO.

SHEET TITLE

VOLUME NO.

DESIGN CONTRACT NO.

WORK BREAKDOWN NO.

FAA AIP NO:

CHECKED BY:

DRAWN BY:

DATE:

ISSUE RECORD

CONST. CONTRACT NO.

SCALE:

DESIGNER OF RECORD



BURNS & McDONNELL

10/23/12


As indicated

P. HEIMBURGER

R. KELEMEN

01

HGMC-A ONE-LINEDIAGRAM

E5.01

201310046-00

CE-03024-09


NOT TO SCALEE3.05 E5.01

HGMC-A REAR ELEVATION1


HGMC-A FRONT ELEVATION2

HGMC-A ONE LINE DIAGRAM

1

KEYED NOTES:

CHANGE NAMEPLATE TO READ "P-24 VFD FEEDER".


P-24 IS A NEW PUMP. UTILIZE HGMC-A STARTER TO FEED NEW VFD FOR P-24.

P-34 IS AN EXISTING PUMP. UTILIZE HGMC-A STARTER TO FEED NEW VFD FORPUMP P-34.

GENERAL NOTES:

1. HGMC-A IS GE LIMITAMP 5kV.

2

3

4

CONDUIT AND CONDUCTOR SCHEDULE HGMC-AID DESCRIPTION

M-P-24 3-#6 MV-105, 1-#6 600V GND, 2"CM-P-33 3-#6 MV-105, 1-#6 600V GND, 2"CM-P-34 3-#6 MV-105, 1-#6 600V GND, 2"CP-24-VFD 3-#6 MV-105, 1-#6 600V GND, 2"CP-33-VFD 3-#6 MV-105, 1-#6 600V GND, 2"CP-34-VFD 3-#6 MV-105, 1-#6 600V GND, 2"C

LOAD SUMMARY TABLEHGMC-ADESCRIPTION12 MONTH MAX. DEMANDREMOVED LOADADDED LOADMAX. DEMAND LOAD

kVA AMPS2,646-231231

2,646

367-3232367


MEZZANINE LEVEL

LOWER LEVEL

W5

P-21

TDB1

METERING

CONCRETE PAD

SPARE

SPARE

METERING

TRAN

SITI

ON

SEC

TIO

N

TIEBREAKER

INCOMINGSECTION

UTILITYMETERING

MAIN BBREAKER

CHILLER 4aLEFT HAND

(LH)

CHILLER 4aRIGHT

HAND (RH)

CHILLER 4bRIGHT

HAND (RH)

CHILLER 4bLEFT HAND

(LH)

W5

5AR6AR

6BR 5BR

6CR 5CR

MEZZANINE LEVEL

LOWER LEVEL

W5

CONCRETE PAD

INCOMINGSECTION

PT'S

UTILITYMETERING

MAIN BBREAKER PT'S

TRAN

SITI

ON

SEC

TIO

N

P-33 VFDFEEDER

TDB3

METERING

P-31

TDB2

METERING

TIEBREAKER

CHILLER 4aRIGHT HAND

(RH)

CHILLER 4aLEFT HAND

(LH)

CHILLER 4bLEFT HAND

(LH)

CHILLER 4bRIGHT HAND

(RH)

W5

2

4

7AF 8AF

8BF7BF

4AF 5AF 6AF

5BF 6BF

6CF5CF

PMP PMP PMPPMP

PUBLIC SERVICE

7500/9375kVA24.9kV4.16/2.4kV

24.9kV4.16/2.4kV

7500/9375kVA

PUBLIC SERVICE

5KV SWITCHGEAR

1200A1200A

1200A

RES

"TDB3"TO TRANSF.

TDP

300/5(3)

50/5(1)

5BF

(MCCB3)

3-PH

(2)PT'S

120V4200-

CONDENSERWATER PUMP

P-33

CODE GFLA=60.3

75/5(3)

200/5(1)

5CF

E5.03

RTD(6) 100TO TRANSF.

DRAWINGCONTINUED

(MCCB2)"TDB2"

TDP

FLA=60.3CODE G

P-31WATER PUMPCONDENSER

M1

300/5

(3)

3-PH75/5(3)

50/5(1)

200/5(1)

6BF 6CF 5CR

200/5

75/5

CONDENSERWATER PUMP

FLA=39

RTD(6) 100

"TDB1"(MCCB1)

TO TRANSF.

TDP

P-21

CODE G

M2

3-PH300/5(3) (3)

50/5(1) (1)

6BR 6CR

FUTURETRANSFORMER

3-PH300/5(3)

(1)

50/5(1)

5BR4AF

HGMC-B

(1) (1)

(1)

(1)

(1)

(1)

(1)

1200A, 4160V, 3o, 3W CU BUS

(1)200/5

(3)75/5

TO HGMC-A,SEE SHEETE5.01

1000kVA1000kVA

1000kVA

52

52

52

RES

50/51T

50GT

450 450

50/51T

50GT

300

50/51T

50GT

50/51T

50GT

VFD

SPARE

MPR

150/5(3)

50/5(1)

8AF

CHILLER 4a(RH)

FLA=98.2

700

VFDC-4

a-R

H-V

FD

MPR

(3)

(1)

7AF

CHILLER 4a(LH)

FLA=93.4

700

VFD

MPR

(3)

(1)

8BF

CHILLER 4b(RH)

FLA=98.2

700

VFD

MPR

(3)

(1)

7BF

CHILLER 4b(LH)

FLA=93.4

700

VFD

P-23

-VFD

M-P

-23

3

M-C

-4a-

RH

150/5

50/5

150/5

50/5

150/5

50/5

C-4

a-LH

-VFD

M-C

-4a-

LH C-4

b-R

H-V

FD

M-C

-4b-

RH C-4

b-LH

-VFD

M-C

-4b-

LH

4

6R 6R 6R 6R

LASE

EVNE

DFO

R

DNAYT I C

YTOC NU


DENVERINTERNATIONAL

AIRPORT

CADD FILE NO.

SHEET NO.

SHEET TITLE

VOLUME NO.

DESIGN CONTRACT NO.

WORK BREAKDOWN NO.

FAA AIP NO:

CHECKED BY:

DRAWN BY:

DATE:

ISSUE RECORD

CONST. CONTRACT NO.

SCALE:

DESIGNER OF RECORD



BURNS & McDONNELL

10/23/12


As indicated

P. HEIMBURGER

R. KELEMEN

01

HGMC-B ONE-LINEDIAGRAM

E5.02

201310046-00

CE-03024-09



HGMC-B REAR ELEVATION1


HGMC-B FRONT ELEVATION2

HGMC-B ONE LINE DIAGRAM

KEYED NOTES:

1

1 CHANGE NAMEPLATE TO READ "SPARE".


P-33 IS AN EXISTING PUMP. UTILIZE HGMC-B STARTER TO FEED NEW VFD FOR PUMP P-33.

INSTALL TWO NEW MCC SECTIONS WITH TWO STARTERS EACH AND BUS CONNECT TOEXISTING HGMC-B. FEED FOUR NEW CHILLER VFD'S FROM NEW STARTERS.

2

GENERAL NOTES:1. HGMC-B IS GE LIMITAMP 5kV.

3

4

CONDUIT AND CONDUCTOR SCHEDULE HGMC-BID DESCRIPTION

C-4a-LH-VFD 3-#2 MV-105, 1-#6 600V GND, 2.5"CC-4a-RH-VFD 3-#2 MV-105, 1-#6 600V GND, 2.5"CC-4b-LH-VFD 3-#2 MV-105, 1-#6 600V GND, 2.5"CC-4b-RH-VFD 3-#2 MV-105, 1-#6 600V GND, 2.5"CM-C-4a-LH 3-#2 MV-105, 1-#6 600V GND, 2.5"CM-C-4a-RH 3-#2 MV-105, 1-#6 600V GND, 2.5"CM-C-4b-LH 3-#2 MV-105, 1-#6 600V GND, 2.5"CM-C-4b-RH 3-#2 MV-105, 1-#6 600V GND, 2.5"CM-P-33 3-#6 MV-105, 1-#6 600V GND, 2"CP-33-VFD 3-#6 MV-105, 1-#6 600V GND, 2"C

LOAD SUMMARY TABLEHGMC-BDESCRIPTION12 MONTH MAX. DEMANDREMOVED LOADADDED LOADMAX. DEMAND LOAD

kVA AMPS5,220-2,21230536,061

725-307424841


PMP

CT

PMP

CT

CT

PMP

CT

PMPPMP

CT

FRONT VIEW MCCB2(NTS)

INC

OM

ING

LIN

E

8A 1A 2A 3A 4A 5A 6A 7A

6B

6C

6D

6E5B5C5D

SSTLT,ST,GF

MO

SOLID STATETRIP, TYP.

MCC B2

P-14PUMP

COLD WATERHP200

1A 5A

100HP

HOT WATERPUMP

P-4CT-6TOWER

COOLING

S F

2A 6D

5HP

HOT WATERPUMPP-66

5C

5HP

FILTERPUMP

20HP

AIRHANDLING

UNIT

50HP

AIRHANDLING

UNITAHU-C2 AHU-B4

P-51

TDS1

3o, 4W480/277V4160V-1000kVA,TDB2

TO HGMCB-6BFSEE SHEET E5.024160V SERVICE ONE LINE

OIL PUMPB-4

BOILER

HP5

6A

MCP

10HP

BOILERB-4

F.G. RECIRC

40HP

BOILERB-4

BLOWER

PLU

ME

AND

CO

OLI

NG

TO

WER

PLU

ME

MIT

IGAT

ION

SYS

TEM

FAC

ILIT

IES

NO

T SH

OW

N.

15ATEC

15ATEC MCP

400BTJC

MCP 150ATEC

MCP400BTJC

MCP 15ATHED

FLA=6.4CODE J

FLA=6.4CODE J

FLA=6.4CODE J

FLA=250CODE F

FLA=116CODE GFLA=234/84.4

CODE H

2-SPEED FLA=13.4CODE H

FLA=51CODE FFLA=56.5

CODE GFLA=24CODE G

1600AF1600AT

Z=6.6%

115

(2)PT

4

(2)PT

(2)PT

(2)PT

5 5

SF

300/5

100/5

GCT=100/5

100ATHED

5B

100ATEC

3A

50ATEC

4A

3 2

200A

150A

7A

600A CU GROUND BUS 1600A, 480/277V,3O,4W CU BUS

5D

SPACETHED

SPACESIZE 1

6B

SIZE 1SPACE

6C 6E

MCPMCP

300/5

GCT=100/5

GCT=100/5150/5GCT=100/5

50200HP

GCT=100/5

SPACESIZE 3

300/5

PT(2)

5

MCPTJC400A

8A

SOFT STARTER

VFD

200HP

CHILLERCHILLED

WATER PUMPP-11

P-11

-VFD

M-P

-11

FLA=2402

1

1E3.05 E5.03

LASE

EVNE

DFO

R

DNAYT I C

YTOC NU


DENVERINTERNATIONAL

AIRPORT

CADD FILE NO.

SHEET NO.

SHEET TITLE

VOLUME NO.

DESIGN CONTRACT NO.

WORK BREAKDOWN NO.

FAA AIP NO:

CHECKED BY:

DRAWN BY:

DATE:

ISSUE RECORD

CONST. CONTRACT NO.

SCALE:

DESIGNER OF RECORD



BURNS & McDONNELL

10/23/12


12" = 1'-0"

P. HEIMBURGER

R. KELEMEN

01

MCCB2 ONE-LINEDIAGRAM

E5.03

201310046-00

CE-03024-09


MCCB2 ONE LINE DIAGRAM

KEYED NOTES:

1 DISCONNECT EXISTING SOLID STATE REDUCED VOLTAGE STARTER FROM THEINCOMING 400A MOTOR CIRCUIT PROTECTOR (MCP) RENDERING THE STARTERINOPERABLE. REUSE EXISTING 400A MCP TO FEED NEW CHILLED WATER PUMP.

P-11 IS A NEW PUMP. INSTALL NEW VFD AND FEEDERS.

GENERAL NOTES:1. SEE SHEET E6.01 FOR MCC SCHEDULE.

2

CONDUIT AND CONDUCTOR SCHEDULE MCCB2ID DESCRIPTION

P-11-VFD 3-350kCMIL, 1-#2GND, 3"CM-P-11 3-350kCMIL, 1-#2GND, 3"C


kVATOTAL CONNECTED LOAD IN AMPERES:

EST. DEMAND kVADEMAND FACTOR

A.I.C.MIN. RMS. SYM.INCOMING FEEDER CKT. NO.

MAIN BKR. TRIP: MOUNTING:LOCATION: DWG.

AMP MAINSWIREPHASEVOLTSPANELBOARD

2

4

6

8

10

12

14

16

18

NO.CKT. POLE

NO.TRIP

AMPSSIZEGND

AMPSTRIP

NO.POLECKT.

NO. SERVEDLOAD LOAD-AMPERES

CBA

17

15

13

11

9

7

5

3

1

CONDUITWIRE ANDNO.

POLES POLESNO. WIRE AND

CONDUITLOAD

SERVEDGNDSIZE

E2A

50 A

480/277 3 4 125

E3.02SURFACE

1 20 1 10 TUNNEL LVL VEST,LOWER NW AREA

7.6

101203

101205

101209

1012011

1012013

EAST ELECTRICAL ROOMCHILLER AND PUMP

SOUTH STAIR NO. 2

NORTH STAIR NO. 1

SOUTH STAIR NO. 1

10.21.6

13.61.7

4.42.13.7

2.4

2.7

4

6

8

10

14

20

20

20

1

1

1

20 1

10

10

10CONTROL ROOM AREAREST ROOM,

10

EAST VESTIBULE

PENTHOUSE

MEZZANINE

SPACE

3/4"C-2#10

3/4"C-2#10

3/4"C-2#10

3/4"C-2#10

3/4"C-2#10

3/4"C-2#10

3/4"C-2#10

3/4"C-2#10

3/4"C-2#10

3/4"C-2#10

EDP1.414,000

SPACE

SPACE

SPACE SPACE

SPACE

SPACE

SPARE

G.E. "A" SERIES PANEL

2 20 1

EXISTING PANEL

BOILER ROOM,

13.914.7 17.6 17.7 100%

13.9

-.75.9 3 #12 TC 150 BLR. B4 OIL PUMP15 5 6.3 12 -

-

-

-

-

-

30

-

-

-

15

HGMCB1600-

65000

KVARCAP

1600

TOTAL kVAkVAFUTURE

FACTORDEMAND

kVACONN.

H.P.CONN.

TOTAL

CONTINUOUS

COOLING MODE

HEATING MODE

AMP GROUND BUS INCOMING CKT. NO.AMP NEUTRAL BUS

kVADEMAND

LOAD DESCRIPTION

REMARKSSTARTNEMA

FR.BKR.

SIZECOND.

WIRE SIZENO. PH. WIRES &

SIZEGND

WIREPHASE TYPENEMA CLASS

IAC RMS SYMMAINAMPS

VOLTS

CONN.kVANO.

CKT. NO.POLES

TRIPAMPS

MOTORHP

MOTOR CONTROL CENTER

679.7

82.7

597

-

-

-

-

679.7

82.7

597

-

.80

1.0

1.0

0

843.3

82.7

597

163.6

833

75

600

158

5

5

-

400

400

3.0

12

12

3

6

2

4.8

6.3

199

103

199

49.5

54

22.4

3

5

200

100

200

50

50

20

7

15

350

200

300

150

HWPUMP P-66

FILTER PUMP P-51

CWPUMP P-14

HWPUMP P-4

COOL TWR CT-6

BOILER B4 BLOWER

AHU-C2

AHU-B4

3

2

150

150

400

150

150

1508

10

3#12

3#12

3#350MCM

#2/0 TC

3#350MCM

#4 TC

#4 TC

3#8

100

3

3

3

3

3

3

3

3

.8

.7

.6

.5

.4

.3

.2

.1

I33480

MCC B2

50

8

.75

1.5

3

2

1.5

.75

.75

4

1

-2199200350 CWS PUMP P-11 VFD4003-350kCMIL3.10 3 -






30

2

4

6

8

10

12

14

16

18

20

22

24

26

28

NO.CKT. POLE

NO.TRIP

AMPSSIZEGND

AMPSTRIP

NO.POLECKT.


CBA

29

27

25

23

21

19

17

15

13

11

9

7

5

3

1

CONDUITWIRE ANDNO.


CONDUITLOAD

SERVEDGNDSIZE

1

3

5

7

9

11

13

15

17

19

21

23

20 1 10 TUNNEL LEVEL VESTIBULE

NW SHOPS, SWGR10120

WEST BOILER10120

EAST BOILER10120

WEST CHILLER10120

WEST CENTER CHILLER10120

10120

10120

CHILLER PUMP, FILTER10120

CORRIDOR10120

10120

MECH. ROOM, TRAINING10120

3/4"C-2#10

3/4"C-2#10

3/4"C-2#10

3/4"C-2#10

3/4"C-2#10

3/4"C-2#10

3/4"C-2#10

3/4"C-2#10

3/4"C-2#10

3/4"C-2#10

3/4"C-2#10

3/4"C-2#10

EAST CENTER CHILLER

EAST CHILLER

CONTROL, CORRIDOR,REST ROOM AREA

3/4"C-2#1020 1 10 MEZZANINE25

16.2

16.2

16.2

3.712

6

20 1

3

10

81"C-3#8

3/4"C-2#10

WATER HEATER NO.113.5KVA

TUNNEL

L2A 3480/277 4 225

E3.02SURFACE100 A

3.3

10.3

11.3

11.2

11.6

12.6

7.5

4.7

13.0

12.0

3.8

3.1

8.7

MCCA1.2

6.1 10 20 1 3/4"C-2#10 10 EAST VESTIBULE LTG

30

14,000

EAST ELECTRICAL ROOM

SPACE SPACE

SPACE

SPACE

SPACE

SPACE

SPACE

FORK LIFT BATTERY

CHARGER

HOBART UNIT, CLARK

SPACE


18 330

CONTROL POWER TO CONT

3/4"C-2#1020 1 1027 1.3

EXISTING PANEL

15

15

15

60.471.6 72.3 73.9 100%

60.4






42

40

38

36

34

32

30

2

4

6

8

10

12

14

16

18

20

22

24

26

28

NO.CKT. POLE

NO.TRIP

AMPSSIZEGND

AMPSTRIP

NO.POLECKT.


CBA

41

39

37

35

33

31

29

27

25

23

21

19

17

15

13

11

9

7

5

3

1

CONDUITWIRE ANDNO.


CONDUITLOAD

SERVEDGNDSIZE

1

3

5

7

9

11

13

15

17

19

21

23

25

27

29

31

33

35

37

39

41

28

26

24

22

20

18

16

14

12

10

8

6

4

2

30

32

34

36

38

40

42

LIGHTS-STAIR #3101/2"-2#1020 120 1

12025 1

12020 1

12020 1

12020 1

12020 1

12020 1

12020 1

12020 1

12020 1

120

20 1 120

20 1 120

20 1 120

20 1 120

20 1 120

20 1 120

20 1 120

20 1 120

20 1 120

1 120

3/4"-2#10 10 RECPT-NORTH EAST MEZZ

RECPT-NORTH WEST MEZZ10

FLOW ELEM- TUNNEL

UNIT HTR-EAST DOCK

UNIT HTRS-BOILER RM

UNIT HTRS-EAST VEST.

RECPT-BOILER EAST

RECPT-BOILER MID

RECPT-BOILER MID

RECPT-BOILER WEST

RECPT-CHILLER EAST

RECPT-CHILLER EAST

RECPT-CHILLER EAST,

RECPT-CHILLER MID

RECPT-CHILLER NORTH

RECPT-PUMP RM, SOUTH

RECPT-PUMP RM, MID

RECPT-PUMP RM, WEST

RECPT-BOILER EAST,

NORTH

7.55.0

13.88.9

4.49.8

8.89.8

6.02

92

92

29

91.5

7.56

7.59

96

7.510.5

1.57.5

910

1.512

109

912

97.2

10.56

9

1/2"-2#10 10 RECPT-TUNNEL LEVEL

3/4"-2#8 8 O.H. DOOR-EAST

O.H. DOOR-BOILER

SECURITY-TUNNEL123/4"-2#12

12

12

12

12

12

12

12

12

12

12

12

12

12

SECURITY-CONTROL

SECURITY-WEST DOOR

SECURITY-EAST DOOR

RECPT TOWER BASIN

RECPT-CONTROL DESK

RECPT-CONTROL DESK

RECPT-CONTROL DESK

RECPT-CONTROL ROOM

RECPT & WATER COOLER

RECPT-TRAINING, MECH

RECPT-MC ROOM

RECPT-SHOP

RECPT-SHOP

UNIT #6HTRS-WEST GRADE103/4"-2#10

RECPT-CATWALK10

RECPT-ROOF10

SURFACEE3.02

22543

10,000

S2B

225T2B

208/120

(INCLUDES PANEL S2BA)

LUGS TO S2BA.

#8 TO BOX, #12 FINAL CONNECTION TO DEVICE.

FEED THRU

EAST MEZZ EN 9,10,11

RECPT-PUMP RM, SOUTHEAST MEZZ

20

3/4"-2#10

(RECEPTACLES OVER 10KVA AT 50%)

1/2"-2#10 10

3/4"-2#12

3/4"-2#12

3/4"-2#12

3/4"-2#12

3/4"-2#12

3/4"-2#12

3/4"-2#12

3/4"-2#12

3/4"-2#12

3/4"-2#12

3/4"-2#12

3/4"-2#12

3/4"-2#12

3/4"-2#10

3/4"-2#103/4"-2#12, #12G 2

RECPT-CHILLER EAST120


COFFEE MAKER

EXISTING PANEL

EAST ELECTRICAL ROOM

109103 103 102 55.8%

60.8






42

40

38

36

34

32

30

6

12

14

16

18

20

22

24

26

28

NO.CKT. POLE

NO.TRIP

AMPSSIZEGND

AMPSTRIP

NO.POLECKT.


CBA

41

39

37

35

29

27

25

21

19

17

11

5

CONDUITWIRE ANDNO.


CONDUITLOAD

SERVEDGNDSIZE

11

17

19

21

5 50 3 1"-3#6 6 WELDING RECPT-BOILER

61"-3#6350

61"-3#6350

1

1

30

30

WELDING RECPT-SHOP61"-3#63506

12 50 3 1"-3#6 6 WELDING RECPT-MEZZ

E3.02SURFACE

22543S2BA

10,000

208/120

30

30

30

30

--

SPARE

CHEM FEED

FLOW ELEMENT SPARE

P23

SPACE

SPACE

SPACE

SPACE

SPACE

SPACE

SPACE

OIL PMP FOR C. TOWER

RECEPTACLE

LIBRARY COMP. TRAINING

COOLING TOWR PLATFORM

25

27

29

20

20

35

2

1

1

3

3/4"-2#12

3/4"-2#10

3/4"-2#12

12

10

12 TUNNEL PUMP P-42

O.H. DOOR - WEST

PUMP9.8

9.8

3.6

3.6

3.6

SOUND RACK T&B RECPT

SOUND RACK MID RECPT

14 20 1

37

39

41

20

20

20

1

1

1

3/4"C-2#12

3/4"C-2#12

3/4"C-2#1277.2

2

40 20 1 12

WELDING RECPT-BOILER

WELDING RECPT-PUMP RM

CHEM FEED 227L-241M

JBOX

BOILER40

20

40

OUTLET TO KITCHEN

16 20 1

18 20 1

20 20 1

22 20 1

24 20 1

42 20 1

15

G.E. "A" SERIES PANELEXISTING PANEL

2

30

30

30

30

30

30

30

30

3015

2

2

25

20

1.54

1.5

1.525

218 183 20772.1

49.9%36.0

LASE

EVNE

DFO

R

DNAYT I C

YTOC NU


DENVERINTERNATIONAL

AIRPORT

CADD FILE NO.

SHEET NO.

SHEET TITLE

VOLUME NO.

DESIGN CONTRACT NO.

WORK BREAKDOWN NO.

FAA AIP NO:

CHECKED BY:

DRAWN BY:

DATE:

ISSUE RECORD

CONST. CONTRACT NO.

SCALE:

DESIGNER OF RECORD



BURNS & McDONNELL

NONE

10/23/12


P. HEIMBURGER

R. KELEMEN

01

MCC ROOM PANELBOARD

SCHEDULES 1

E6.01

201310046-00

CE-03024-09


LUMINAIRE SCHEDULETYPE LUMINAIRE LAMP VOLT FINISH DESCRIPTION INPUT

CRESCENT LIGHTING "LEDELIPSE SERIES" MODELCSGW32E

LED 277 WHITE EXIT LIGHT, WHITE, IMPACT-RESISTANT, SCRATCHPROOF, UV-STABLE THERMOPLASTIC. FACESHALL BE STEEL STENCIL WITH 6" LETTERS AND UNIVERSAL CHEVRON DIRECTIONAL INDICATORKNOCKOUTS, LED'S SHALL BE ENERGY EFFICIENT HIGH INTENSITY GREEN "GAN" LED'S, EQUIP WITHNICKEL CADMIUM BATTERIES AND WITH A BATTERY RECHARGE SYSTEM.

20 VA

A LITHONIA AF10 2 32 MVOLTGEB10IS

(2) GEF32T8/SPX35/ECO

277 WHITE 4' PENDANT-MOUNTED HEAVY DUTY INDUSTRIAL TURRET FLOURESCENT LUMINAIRE WITH (2) T8CROSS-SECTION. 10% UPLIGHT. FURNISH LUMINAIRE WITH ELECTRONIC INSTANT START BALLAST.

70 VA

EXISTING M.C.C.

KEYED NOTES:

PROVIDE AND INSTALL NEW 20A, 1 POLE CIRCUIT BREAKER MATCHING EXISTING CIRCUIT BREAKERS INALL ASPECTS INCLUDING AIC RATING. EXISTING CIRCUIT BREAKERS ARE G.E. TYPE TEY.

PANELBOARD SCHEDULE PROVIDED FOR REFERENCE ONLY. NO CHANGES TO THIS PANEL.

11

2


3O, 4 WIRE, SURFACE MOUNTED

TOTAL CONNECTED LOAD

41

35

39

37

33

31

27

29

25

23

19

21

TOTAL PER PH. LOAD =

PANELBOARD :

AMPSTRIP

13

17

15

11

9

5

7

3

VOLTS :

POLENO.

1

WIRENO.POLE

LOAD SERVEDA

MAIN BUS

DEMAND FACTOREST DEMAND LOAD

42

36

40

38

34

32

28

30

26

24

20

22

SYM. A.I.C. MINIMUM

LOAD SERVED

14

18

16

12

10

LOAD-kVAB C

6

8

4

NO.

2

POLEAMPSTRIP

POLENO. WIRE

MAIN BREAKER

3.77

3.77

3.77

3.49

3.49

3.49

P2B 225A NONE277Y/480V 14,000

50 3TCV-104A,114A,204A,214A,C-4A#12320 SPARE

30 3TCV,104B,114B,204B,214B, C-4B#12320SPARE TO JBOX NW WALL

30 3AHU-ER2, NORTHEASTELECTRICAL ROOM#10325 RTU #1

20 3 #12RTU #2#12315 TCV-251,252,253,254

20 3 #12SPARE3100 SG-1 THRU 5, TCV-257

20 3 #12SPACE3 TCV-221,222,223,258

3SPACE3 SPACE

FOR FUTURE CCP #5

3.49

3.49

3.49

-kVA -AMPS kVA AMPS EXISTING PANEL

--

--

--

-

-

-

-

-

-

3.88

3.884.163.88

-2.55

-2.55

-2.55

-2.55

-2.55

-2.55

3.32

#12

#10

LOCATION DWG, E3.03

3

3

44.16

4.16

3.32

3.32

81.6 98.2

27.2 27.2 27.2

74.0 89.0

90.6%

CONDUITWIRE AND

PHASE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

CHILLER 4B CONTROL PANEL

CHILLER 4A CONTROL PANEL

22K

ELEC RM CU-1

INCOMING FEEDER CKT. NO.

20

TOTAL CONNECTED LOAD IN AMPERES:

37

39

41

2323

25

27

29

31

33

35

10.9 kVA

1

20

20

20

20

20

20

20

45

45

15

TRIPAMPS

MAIN BKR. TRIP:

99

21

19

17

15

13

1111

13

15

17

19

21

7

5

3

1

3

5

7

NO.CKT. POLE

NO.

1

1

1

1

1

1

1

2-#10 THWN CU

WIRE ANDCONDUIT

MIN. RMS. SYM.200 A

1

1

2

POLESNO.

10

GNDSIZE

8.343.1 34.3

38

40

42

28

26

24

30

32

34

36

LOAD-AMPERES

PP-1C

LOADSERVED

A.I.C.

3.3

3.3A B

10

22

20

18

16

14

12

20

AMPSTRIP

6

C NO.POLECKT.

NO.

8

6

4

2

1

NO.POLES

PANELBOARD P1C VOLTS208/120 3

SPARE

SPARE

SPARE

SURFACEE3.03

SPARE

SPARE

SPARE

LOCATION: DWG.MOUNTING:

SIZEGND

SERVEDLOAD

AMP MAINS4 WIRE 225

SPARE

SPARE

120

30 3

120

20 1

20

20

1

1

20 1

24

18

16

14

12

10

8

3/4"C

2

2

2-#8, 3/4"C

2-#8, 3/4"C

10

10

33.3

33.3

EXISTING PANEL

1.5 2 20 1

4 20 1CONTROL PANEL FIELD(CPF-2)

RECEPT RM 119

DEMAND FACTOREST. DEMAND kVA

100%10.9

1.0

5.0

5.0

FIT-01,02,03,04CONTROL PANEL FIELD(CPF-1)

LASE

EVNE

DFO

R

DNAYT I C

YTOC NU


DENVERINTERNATIONAL

AIRPORT

CADD FILE NO.

SHEET NO.

SHEET TITLE

VOLUME NO.

DESIGN CONTRACT NO.

WORK BREAKDOWN NO.

FAA AIP NO:

CHECKED BY:

DRAWN BY:

DATE:

ISSUE RECORD

CONST. CONTRACT NO.

SCALE:

DESIGNER OF RECORD



BURNS & McDONNELL

NONE

10/23/12


P. HEIMBURGER

R. KELEMEN

01

MCC ROOM PANELBOARD

SCHEDULES 2

E6.02

201310046-00

CE-03024-09


KEYED NOTES:

NOT USED.

REMOVE EXISTING 20A, 1 POLE CIRCUIT BREAKER AND RETURN TO OWNER. PROVIDE AND INSTALL NEW 45A, 1POLE CIRCUIT BREAKER MATCHING EXISTING CIRCUIT BREAKERS IN ALL ASPECTS INCLUDING AIC RATING.EXISTING CIRCUIT BREAKERS ARE G.E. TYPE TEY.

REMOVE EXISTING SPARE G.E. TYPE TEY, 50A. 3P CIRCUIT BREAKER AND RETURN TO OWNER. PROVIDE ANDINSTALL NEW 20A, 3P CIRCUIT BREAKER MATCHING EXISTING CIRCUIT BREAKER IN ALL ASPECTS INCLUDING AICRATING.

REMOVE EXISTING SPARE G.E. TYPE TEY, 50A. 3P CIRCUIT BREAKER AND RETURN TO OWNER. PROVIDE ANDINSTALL NEW 25A, 3P CIRCUIT BREAKER MATCHING EXISTING CIRCUIT BREAKER IN ALL ASPECTS INCLUDING AICRATING.

1

2

3

4


NOTES:

EXISTING STARTER WILL BE USED FOR A FEEDERTO THE NEW VFD. STARTER WILL HAVE CURRENTPROVISIONS JUMPERED TO ELIMINATE THEFUNCTIONALITY OF REMOTE STOP, REMOTE START,AND REMOTE EMERGENCY STOP. HOA - HAND ANDAUTO EQUATE TO THERE BEING POWER TO THEVFD.EDIT PROGRAM FOR REMOVAL OF RTDS INLODTRAK RELAY.

1.

2.

NOTES:

VFD IS LOCAL TO MOTOR AND HAS A STOPBUTTON ON THE KEYPAD.

1.

250

VFD

MOTOR

EXIST.EXIST.NEW

200HP

VFD

CHILLERCHILLED

WATER PUMPP-11

BACnet MS/TP TO PLANTCONTROL SYSTEM

NOT TO SCALECHILLER CHILLED WATER PUMP P-11

400ATJC

LOCKOUT STOPLOCAL PUSHBUTTON

JJ J

L1

L2

L3 M

T1

T2

T3

HP

RTD9

RTD10 LT-4ELODTRAK

RTD8

RTD7

RTD5

RTD6

RTD4

AUX RELAY

ALARM RELAY

RTD2

RTD3

RTD1

GND

ITEM AUTO CONTROL BY

CONTROL DIAGRAM NO. 12(DEVELOPED FROM G.E. DIAGRAM NO. 264B9992 SH. NO. 3 & BRDG TNDR DWG ______)

SWGR HP DO1 DO2

1CT

2CT

3CT

GND

LT-4E

LODTRAK

LODTRAKLT-4E

GND

GCT

4160V 3PH 60HZ1200A COPPER AC BUS

CPI TPI CPI TPI

TPITPI10A

RC

RECMX MX

INST INSTMX

INST

M

FLTRRILM

ON GIL

OFF

LT-4E

STOP STARTMX

FLTRM

LTFLT

4160/115V15 20 22 21 17

7 M13

16 18

2

CAP

MX

M

1

3 4

27

RES

TPI

TESTPOWER

LOCKOUT

CAP

MOV-

+

BRDG TNDR450HGMC-ACONDENSER WATER PUMP P-34BRDG TNDR450HGMC-BCONDENSER WATER PUMP P-33

STOP32 33A 33B

DO2

DO1

M

33C

MOMENTARY 3 SECONDPULSE OPERATIONALSO OPENS WHEN PLC

N.O. CONTACT HELD CLOSEDBY PLC - FAILS OPEN.

LOOSES POWER.

DO2 DISCRETE OUTPUT 2.DO1 DISCRETE OUTPUT 1.LEGEND

BRDG TNDRLOCAL

ALL DEVICES LOCATED IN SWGR EXCEPT AS NOTED.

1817

O-H A-

BOTH CONTACTSOPEN IN OFFPOSITION

33

THIS DRAWING GENERATED AS ARESULT OF REVISIONS & QUESTIONSDURING CONSTRUCTION. IT IS INCLUDEDFOR REFERENCE ONLY.BRDG TNDRHGMC-ACONDENSER WATER PUMP P-24 18

MCC B2480V, 3PH

FU

FU FU

8A

ABOUT CONTROL OF MOTORS. IT IS ISSUEDCONSTRUCTION AS A RESULT OF CONCERNSTHIS DRAWING WAS PRODUCED DURING

FOR INFORMATION ONLY AND MAY OR MAYNOT REFLECT AS-BUILT CONDITIONS.

FU

FU

FUFU

BACnet MS/TP TO PLANTCONTROL SYSTEM

LASE

EVNE

DFO

R

DNAYT I C

YTOC NU


DENVERINTERNATIONAL

AIRPORT

CADD FILE NO.

SHEET NO.

SHEET TITLE

VOLUME NO.

DESIGN CONTRACT NO.

WORK BREAKDOWN NO.

FAA AIP NO:

CHECKED BY:

DRAWN BY:

DATE:

ISSUE RECORD

CONST. CONTRACT NO.

SCALE:

DESIGNER OF RECORD



BURNS & McDONNELL

NONE

10/23/12


P. HEIMBURGER

R. KELEMEN

01

SCHEMATICDIAGRAMS 1

E6.03

201310046-00

CE-03024-09

0 RDK IFC 13MR13 GNPNO. BY PURPOSE DATE CKD

NOTES:

NEW STARTER WILL CURRENTLY BE USED FOR A FEEDER TO THENEW VFD. STARTER WILL HAVE PROVISIONS TO BE USED AS A FVNRSTARTER IN THE FUTURE INCLUDING, BUT NOT LIMITED TO REMOTESTOP, REMOTE START, AND REMOTE EMERGENCY STOP. HOA -HAND AND AUTO EQUATE TO THERE BEING POWER TO THE VFD.

PLACE WARNING SIGN ON FRONT OF STARTER THAT READS "DONOT TURN STARTER OFF OR PUSH THE STOP BUTTON WITHOUTFIRST VERIFYING THAT THE VFD IS TURNED OFF". THIS IS A FEEDERTO THE VFD AND WILL BE TURNED ON BY PLACING SWITCH IN HANDPOSITION AND PRESSING THE START BUTTON OR BY PLACING THESWITCH IN AUTO AND HAVING A CHILLER ENABLE SIGNAL FROM THECONTROL SYSTEM.

1.

2.

KEYED NOTES:

120V CIRCUIT REQIRED ON (LH) CHILLERCONTROL PANELS ONLY.

NOTES:

SEE SHEET E3.07 CONDUIT AND CONDUCTOR SCHEDULE.1.

MANUFACTURER SUPPLIED CABLE.

NOT TO SCALE

MOTORPROTECTIONRELAY (MPR)

700HP

200:5

50:5

M400A

4160-120V

DOORINTERLOCKS

XTESTPOWER

DOORINTERLOCKS

NORMAL TEST

X

X

X

- +

CR1

CR1

CR1

RUN STOP

CR1START

OFF

HAND

AUTO

MMPR

STOP

MPR

M

AUTO

RUN

FAIL

COMMON

TOCONTROLSYSTEM

PROVISIONS FOR E-STOP

TYP. CHILLER VFD FEEDER SCHEMATICDIAGRAM, 4a(LH), 4a(RH), 4b(LH), 4b(RH)

CR1 ETM R G

6R6R6R

M

PROVISIONSFORFUTUREREMOTESTART/STOP

J

PROVISIONS FORLOCK OUT STOPAT MOTOR

MM

CR1

CTM

VFD

CHILLER 4

CTM - CONTACTOR TIMING MODULE

CHILLER VFD

NOT TO SCALE

TYP. CHILLER SCHEMATIC DIAGRAM,4a(LH), 4a(RH), 4b(LH), 4b(RH)

CHILLER MAINCONTROL

PANEL

1X1-G

DTB1-1100B

DTB1-1100A

DTB1-9A

DTB1-10A

SP, 2-#12,2-#10

3B

4B

9A

10A

2X1-SHSHIELDSHIELD

1X1-G

3B

4B

10A

9A

1X1-4

1X1-3

1A7J2-4

1A7J2-2

2A32-1

SP, 1-BELDEN#8719

2

1

3

4

2

1

4

3

1A1J5-1 WB4a&b1A1J5-2

1A1J5-3

1A1J5-4

2A32-2

2A32-3

2A32-4

#8 GNDH

N120V

45APNL P1C

LOCKOUT STOPLOCAL PUSHBUTTON

HGMC-BPRE-TRIP

D-501A

D-501C

2 CYCLE MIN. WARNINGOF CONTACTOR OPENING

1A13J2-3

1A13J2-4

1K26-17BLU

WHT

BRN

BLK

BLU

WHT

BLK

BRN

2

3

GRYGRY

1

4

5

WB111K26-18

1K26-19

1K26-20

1K26-21

CHILLEDWATER FLOW

SENSOR

1K27-17BLU

WHT

BRN

BLK

BLU

WHT

BLK

BRN

2

3

GRYGRY

1

4

5

WB121K27-18

1K27-19

1K27-20

1K27-21

CONDENSERWATER FLOW

SENSOR

X

X

HGMC-B4160V, 3PH

MPR

CO

NTA

CTO

R P

RE-

TRIP

1

2

2

1

2

J

CHILLERENABLE

LASE

EVNE

DFO

R

DNAYT I C

YTOC NU


DENVERINTERNATIONAL

AIRPORT

CADD FILE NO.

SHEET NO.

SHEET TITLE

VOLUME NO.

DESIGN CONTRACT NO.

WORK BREAKDOWN NO.

FAA AIP NO:

CHECKED BY:

DRAWN BY:

DATE:

ISSUE RECORD

CONST. CONTRACT NO.

SCALE:

DESIGNER OF RECORD



BURNS & McDONNELL

NONE

10/23/12


P. HEIMBURGER

R. KELEMEN

01

SCHEMATICDIAGRAMS 2

E6.04

201310046-00

CE-03024-09

0 RDK IFC 13MR13 GNPNO. BY PURPOSE DATE CKD

Documents

N D C OUNTY A O F Y D T E I C N EV SE A L R Denver ...business.flydenver.com/bizpdf/DIAID_1438.pdf · bmcd project number: 67715 ... denver international airport cadd file no. sheet