P01 - Atch. 1 - Combined Drawings - 554-21-105.pdf

RENDERED IMAGEAREA OF WORK SHEET INDEX

ROCKY MOUNTAIN REGIONAL VA MEDICAL CENTER

AURORA, CO

VA PROJECT #: 554-21-105

DESIGN WATER SOFTENING SYSTEM

02/24/2021

GI001

COVER SHEET

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

B C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

321 4 5 6 7 8 9 10

Project Director

Issued: Date:

554-21-105

1700 N WHEELING ST, AURORA, CO 80045

CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: 100% CONSTRUCTION

DOCUMENTS

DESIGN WATER SOFTENING

SYSTEM

N o r t h

BUILDING 6

ENERGY

CENTER

1. SWITCH OVER SITE DOMESTIC WATER SUPPLY FROM THE WATER TANKS TO

DIRECT FROM THE CITY UTILITY, TAG OUT THE DOMESTIC WATER BOOSTER

PUMPS, AND CLOSE THE ISOLATION VALVE DOWNSTREAM OF THE NEW

CONNECTIONS TO THE 8" MAIN.

2. INSTALL PIPING FOR THE NEW BRANCH LINES, LEAVING THE CONNECTION TO

THE BOILER WATER MAKEUP LINE FOR LAST.

3. PROVIDE A TEMPRORAY SUPPLY FOR THE BOILER MAKE-UP WATER USING

CONNECTION ON BACKFLOW PREVENTER MANIFOLD. ISOLATE PIPING

UPSTREAM OF BACKFLOW PREVENTER AND MAKE TIE-IN.

4. FLUSH AND SANITIZE THE NEW PIPES.

5. PLACE THE BOILER MAKE-UP WATER SOFTENER BACK IN SERVICE.

6. PLACE THE WATER TANKS, MODIFIED PIPING, AND WATER SOFTENER IN

SERVICE.

CONSTRUCTION SEQUENCE

SHEET

NUMBER SHEET NAME

GI001 COVER SHEET

P-001 PLUMBING LEGEND, DETAILS, SCHEDULE, AND DDC INTEGRATION

PP101 SERVICE LEVEL PLUMBING PIPING PLAN AND ELEVATION

PP102 SERVICE LEVEL PLUMBING PIPING ELEVATIONS

EP101 SERVICE LEVEL ELECTRICAL POWER PLAN

100% CONSTRUCTION DOCUMENTS 02/24/2021

02/24/2021 XX XX

P-001

PLUMBING ABBREVIATIONS

A/E ARCHITECT / ENGINEER

BAS BUILDING AUTOMATION SYSTEM

D DRAIN

DCW DOMESTIC COLD WATER

DWV DRAIN WASTE VENT

E EXISTING

NC NORMALLY CLOSED

NO NORMALLY OPEN

NTS NOT TO SCALE

PD PRESSURE DROP OR DIFFERENCE

PG PRESSURE GAGE

P&ID PROCESS & INSTRUMENTATION

DIAGRAM

PPM PARTS PER MILLION

PRV PRESSURE REDUCING VALVE

PSI POUNDS PER SQUARE INCH

PSIG POUNDS PER SQUARE INCH GAGE

SCW SOFTENED COLD WATER

SOO SEQUENCE OF OPERATIONS

TYP TYPICAL

WPD WATER PRESSURE DROP

PLUMBING PIPING SYMBOLS

GENERAL PLUMBING SYMBOLS

DIRECTION OF FLOW

PIPE UP

PIPE DOWN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

B C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

321 4 5 6 7 8 9 10

Project Director

Issued: Date:

554-21-105

1700 N WHEELING ST, AURORA, CO 80045

CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: 100% CONSTRUCTION

DOCUMENTS

DESIGN WATER SOFTENING

SYSTEM

BALL VALVE

CHECK VALVE

MODULATING CONTROL VALVE

PRESSURE REGULATING VALVE

REFER TO NOTE 1

HOUSEKEEPING PAD REINFORCEMENT SCHEDULE

PAD THICKNESS TOP REINFORCEMENT BOTTOM REINFORCEMENT

4" < T <= 6" WWR 4x4-W4xW4 OR #4@18" EACH WAY NONE

1-#4 CONTINUOUS AT

PERIMETER WITH 1-#4x4'-0"

AT EXTERIOR CORNERS

AND 1-#4x4'-0" DIAGONAL AT

RE-ENTRANT CORNERS

TOP REINFORCEMENT,

REFER TO SCHEDULE

BOTTOM REINFORCEMENT,

WHERE SCHEDULED

T

3/4" CHAMFER, TYPICAL

NOTES:

1. REFER TO PLAN SHEETS FOR HOUSEKEEPING PAD PLAN DIMENSIONS AND THICKNESS.

2. CONTRACTOR SHALL COORDINATE DIMENSIONS AND OTHER SPECIAL REQUIREMENTS WITH EQUIPMENT

MANUFACTURERS AND PROVIDE WHERE REQUIRED WHETHER SHOWN ON STRUCTURAL OR NOT.

3. REFER TO SPECIFICATION SECTION 22 05 11 PARAGRAPH 3.1.I FOR INFORMATION ON THE CONCRETE.

EXTERIOR

CORNERS

2'-0"

2'- 0" 4-#4, 8" DOWELS @ 4"x4" IN FROM

CORNERS. EPOXIED 4" INTO EXISTING

SLAB.

SCALE: NO SCALE

PIPE HANGER DETAIL

PLUMBING VALVE SYMBOLS

SIDE VIEW TRAPEZE HANGER FOR UP TO 1000 LB.

UNIFORM LOAD

PROVIDE INSULATION SHIELD

& INSERT FOR ALL PIPING

(8" MIN)

BAND

1-5/8" 12 GAUGE

CHANNEL OR 2"x2"x1/4" ANGLE

1/2" DIA

HANGER RODS WITH

36" MAX SPACING ON EACH

CHANNEL

1" M

AX

NOTES:

SEE SPECIFICATIONS FOR DETAILED

HANGER REQUIREMENTS

8 97

THRU 3/4 1 1/41 1 1/2 2 1/22 3 54 6 108 12 1614 18 2420

30 322825 27

2319 221714 16

-16 -1412 13 -

1210 119

5 FTFT

FT

IN

TUBING

PIPE

NOM SIZE

NOTE: FOR TRAPEZE HANGER TAKE SPACING OF SMALLEST SIZE ON TRAPEZE.

MAXIMUM PIPE/TUBING SUPPORT SPACING

PIPE SUPPORT HANGER

SCALE: NO SCALE

06-WS-2 WATER SOFTENER PROCESS & INSTRUMENTATION DIAGRAM (P&ID)

4" DCW

06-WS-2

(E) TO

CAMPUS DCW

(E) FROM

WATER TANKS

BOOSTER PUMP

(E) BOOSTER PUMP

FROM BASEMENT

WATER STORAGE TANK

INSTRUMENTATION SYMBOLS

PI PRESSURE GAUGE

DCW WATER SOFTENER

PT PRESSURE TRANSMITTER

BUTTERFLY VALVE

SCALE: NO SCALE

06-WS-2 HOUSEKEEPING PAD REINFORCEMENT DETAIL

I/O POINTS LIST - WATER SOFTENER SYSTEM

I/O POINT QUANTITY

GRAPHICS

REQUIRED DO AO DI AI READ WRITE TREND BACnet OBJECT FOOTNOTES

06-WS-02

GENERAL SOFTENER ALARM 1 X X X HARDWIRED -

WATER SUPPLY PRESSURE 1 X X X HARDWIRED -

FOOTNOTES:

06-WS-02 BAS CONTROL SEQUENCE OF OPERATIONS:

1. THE SOFTENER SHALL HAVE FACTORY CONTROLS TO CONTROL INTERNAL

FUNCTIONS AS DESCRIBED IN THE SPECIFICATIONS. BAS SHALL MONITOR

GENERAL ALARM SIGNAL FROM SOFTENER CONTROLS.

2. THE MANUAL HARD WATER BYPASS VALVE SHALL BE TESTED, ADJUSTED, AND

FIELD-BALANCED BY A QUALIFIED WATER SOFTENER INSTALLER TO ACHIEVE A

MIXED SUPPLY TOTAL HARDNESS OF 17 PPM AT THE DESIGN CONTINUOUS FLOW

RATE TO THE BUILDING.

3. ALARMS AND SAFETIES

3.1. ALARM UPON SOFTENER CONTROLS ALARM.

PLUMBING LEGENDS, DETAILS,

SCHEDULE, AND DDC INTEGRATION

MANUAL HARD WATER BYPASS BALANCING

VALVE. SELECT MINIMUM Cv OF 11 (33 GPM

AT 9 PSI PRESSURE DROP).

STRAINER

WATER SOFTENER SCHEDULE

MARK LOCATION AREA AND/OR BLDG

SERVED

SYSTEM AND/OR

SERVICE TYPE

INCOMING WATER

HARDNESS

CONTINUOUS

FLOW RATE

PEAK FLOW

RATE

INLET

PRESSURE

BACK WASH

FLOW RATE

PER TANK

RESIN

CAPACITY PER

TANK

SALT DOSAGE

TANK SIZE

(DIAM)

SALT

CAPACITY OF

BRINE TANK

POWER REQUIRED

REMARKS

AVG PPM GPM GPM PSIG GPM CU FT LBS/CU FT IN LBS AMP PHASE VOLT

06-WS-2 CHILLER ROOM

06-SV1-F2-E5 HOSPITAL DCW RESIN ION

EXCHANGER 106 120 294 75 20 15 15 30 300 3.9 1 120 1, 2

NOTES:

1. BASIS OF DESIGN IS CHEM-AQUA 3ATM-3072-3-DF WITH AMBERLITE IRC200 NA ION 20% CROSS-LINKED RESIN. PROVIDE BASIS OF DESIGN OR APPROVED EQUAL.

2. SELECT WITH MANUFACTURER'S MANIFOLD. MANIFOLD SHALL INCLUDE SAMPLE LINES ROUTED TO EXISTING FLOOR SINK.

GLOBE VALVE

DRAIND

POINT OF CONNECTION BETWEEN NEW

AND EXISTING WORK

FOR REFERENCE ONLY

FLOOR SINK

EXISTING LINE TYPE

NEW LINE TYPE

100% CONSTRUCTION DOCUMENTS 02/24/2021

PIPI

ZA GENERAL ALARM

ZABAS

PRESSURE REGULATED BYPASS. SELECT

MINIMUM Cv OF 50 (150 GPM AT 9 PSI

PRESSURE DROP).

4"

2"

8" NC

4" DCW

(E) TO BOILER

MAKE-UP

4" 4"

4"

PTBAS

8"X 4" 8"X 4"

REDUCER

8" DCW

4"X 2" 4"X 2"

4"X 3" 4"X 3"

C

DN

UP

UP

06-WS-1

06-ET1

STEAM

PRV

D

D

D

B

D

SCALE: 1/4" = 1'-0"

1' 2' 4' 8' 16'0

SERVICE LEVEL PLUMBING PIPING PLAN

02/25/2021

PP101

SERVICE LEVEL PLUMBING PIPING

PLAN AND ELEVATION

P l a n

N o r t h

T r u

N o r t h

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

B C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

321 4 5 6 7 8 9 10

Project Director

Issued: Date:

554-21-105

1700 N WHEELING ST, AURORA, CO 80045

CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: 100% CONSTRUCTION

DOCUMENTS

DESIGN WATER SOFTENING

SYSTEM

KEYNOTES

KEY PLAN

GENERAL NOTES

N o r t h

06-SV-F3-01

CONTROL

CENTER

06-SV-E3-01

STAFF TLT

06-SV1-F2-E5

CHILLER RM

06-SV1-ST1

STAIR

06-SV1-SE16

ELEV

A. REFER TO P-001 FOR PLUMBING SYMBOLS, AND ABBREVIATIONS.

B. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND

REPORT ANY DISCREPANCIES TO THE VHA COR BEFORE PROCEEDING

WITH WORK.

C. PRIOR TO COMMENCEMENT OF WORK, COORDINATE WITH VHA COR AS

TO SCHEDULING OF THE WORK. REFER TO SPECIFICATIONS FOR

REQUIREMENTS FOR UTILITY INTERRUPTIONS.

D. COORDINATE INSTALLATION OF PIPING WITH EXISTING PIPING AND

HIGH-MOUNTED LUMINAIRES. NEW PIPING SHALL BE INSTALLED ABOVE

THE BOTTOM ELEVATION OF EXISTING LUMINAIRES EXCEPT WITHIN THE

FOOTPRINT OF THE NEW WATER SOFTENER EQUIPMENT PAD.

E. CONTRACTOR SHALL PATCH AND REPAIR ALL DAMAGE CAUSED TO

EXISTING BUILDING TO MATCH EXISTING.

F. CONTRACTOR SHALL SUBMIT A PHASING PLAN AND STERILIZATION PLAN

TO THE VHA COR FOR APPROVAL PRIOR TO BEGINNING WORK.

SCALE: 1/2" = 1'-0"

6" 1' 2' 4' 8'0

SERVICE LEVEL 06-WS-02 PLUMBING PIPING ELEVATION

1. CONNECT TO VERTICAL LENGTH OF EXISTING BOILER WATER MAKEUP

PIPE. EXISTING BOILER WATER MAKEUP ISOLATION VALVE SHALL BE

NORMALLY CLOSED. USE THE EXISTING 1/2" BACKFLOW PREVENTER

BLOW DOWN VALVE FOR PIPE SANITIZING RELIEF.

2. ROUTE WATER SOFTENER AND BRINE TANK DRAINS TO EXISTING FLOOR

SINK. SIZE AND INSTALL PER MANUFACTURER'S INSTRUCTIONS.

3. SEE DETAIL 3/P-001, FOR 06-WS-02 WATER SOFTENER BYPASS VALVES.

4. ALIGN PLAN SOUTH EDGE OF EQUIPMENT PAD TO SOUTH CONTROL

ROOM WALL.

5. CONNECT INLET AND OUTLET PIPING TO MANUFACTURER-PROVIDED

MANIFOLD.

6. ENSURE A MINIMUM OF 4'-0" CLEARANCE IS GIVEN BETWEEN STAIRWAY

LANDING CORNER AND 06-WS-2 EQUIPMENT PAD.

7. 3/4 " VALVED PORT FOR PIPE STERILIZATION.

8. (NOT USED)

9. PIPE SUPPORT LOCATIONS FOR REFERENCE ONLY.

10. FOR DECONFLICTION PURPOSES, VERIFY PRE-DETERMINED CLEAR

PATHWAY FOR 4" DCW INLET AND OUTLET PIPING TO AND FROM NEW

WATER SOFTENER DUE TO HORIZONTAL OR VERTICAL EXISTING PIPING,

EXISTING ELECTRICAL AND EXISTING FIRE CONDUITS.

11. PRIOR TO INSTALLATION OF DRAIN PIPING, DECONFLICT WITH EXISTING

HORIZONTAL AND VERTICAL PIPING MOUNTED OR NEXT TO CONCRETE

WALL BEFORE EXISTING FLOOR SINK.

12. TRANSITION FROM 4" TO 3" DCW INLET/OUTLET PIPING TO 06-WS-02

WATER SOFTENER MANIFOLD. FOR CONNECTIONS, REFER TO

MANUFACTURER'S WRITTEN INSTRUCTIONS FOR EXACT REQUIREMENTS.

15'-3" x 5'-0" x 6" CONCRETE

EQUIPMENT PAD. PAINT TO MATCH

EXISTING 06-WS-1 EQUIPMENT PAD.

06-WS-2

4" DCW INLET

4" DCW OUTLET

3 4

4"

DCW

INLET

8" DCW MAIN

4" DCW INLET

PP101

P P

P P

(E) STEAM VENT

HARD WATER

BYPASS WITH

BALANCING VALVE

(E) CHILLED WATER

06-WS-2

(E) LPS

(E) CWS/R PIPING

(E) 20"x20" EXHAUST AIR DUCT

(E) 8" DCW

DOWN

(E) 8" DCW MAIN UP

FROM BOOSTER

PUMPS

POINT OF CONNECTION BETWEEN (E) 8" DCW MAIN PIPING

AND DCW INLET AND OUTLET PIPING TO AND FROM NEW

WATER SOFTENER (06-WS-02). SEE 1/PP101 FOR CLARITY.

(E) 2'x4' LUMINAIRES, TYP

(E) DCW MAIN

(E) DCW MAIN

(E)STEAM VENT

(E) CONDENSER SUPPLY/RETURN

(E) LOW

PRESSURE

STEAM

(2) 4" DCW INLET AND OUTLET PIPING TO AND FROM (06-WS-02)

NEW WATER SOFTENER. REFER TO 1/PP101 FOR PLAN VIEW.

(E) HIGH PRESSURE STEAM

POINT OF CONNECTION BETWEEN

VERTICAL (E) 8" DCW MAIN PIPING

AND NEW 4" MAKE-UP WATER

PIPING. SEE 1/PP101 FOR CLARITY.

NEW 4" MAKE-UP WATER PIPING TO TIE

INTO (E) MAKE-UP WATER SOFTENER

PIPING. SEE 1/PP101 FOR CLARITY.

PRESSURE REGULATED

BYPASS IN THIS AREA NOT

SHOWN10

10 TYP

TYP

(E) FLOOR SINK

100% CONSTRUCTION DOCUMENTS 02/25/2021

02/25/2021

PP102

SERVICE LEVEL PLUMBING PIPING

ELEVATIONS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

B C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

321 4 5 6 7 8 9 10

Project Director

Issued: Date:

554-21-105

1700 N WHEELING ST, AURORA, CO 80045

CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: 100% CONSTRUCTION

DOCUMENTS

DESIGN WATER SOFTENING

SYSTEM

KEYNOTES

KEY PLAN

GENERAL NOTES

N o r t h

A. REFER TO P-001 FOR PLUMBING SYMBOLS AND ABBREVIATIONS.

B. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND

REPORT ANY DISCREPANCIES TO THE VHA COR BEFORE PROCEEDING

WITH WORK.

C. PRIOR TO COMMENCEMENT OF WORK, COORDINATE WITH VHA COR AS

TO SCHEDULING OF THE WORK. REFER TO SPECIFICATIONS FOR

REQUIREMENTS FOR UTILITY INTERRUPTIONS.

D. COORDINATE INSTALLATION OF PIPING WITH EXISTING PIPING AND

HIGH-MOUNTED LUMINAIRES. NEW PIPING SHALL BE INSTALLED ABOVE

THE BOTTOM ELEVATION OF EXISTING LUMINAIRES EXCEPT WITHIN THE

FOOTPRINT OF THE NEW WATER SOFTENER EQUIPMENT PAD.

E. CONTRACTOR SHALL PATCH AND REPAIR ALL DAMAGE CAUSED TO

EXISTING BUILDING TO MATCH EXISTING.

F. CONTRACTOR SHALL SUBMIT A PHASING PLAN AND STERILIZATION PLAN

TO THE VHA COR FOR APPROVAL PRIOR TO BEGINNING WORK.

(E) 8" DCW MAIN

PIPING UP FROM

BOOSTER PUMPS.

(E) 20"x20"

EXHAUST AIR

DUCT

POINTS OF

CONNECTIONS

BETWEEN (E) 8" DCW

MAIN

AND NEW WATER

SOFTENER INLET AND

OUTLET PIPES.

REFER TO 1/PP101 FOR

PLAN VIEW.

SCALE: 1/2" = 1'-0"

6" 1' 2' 4' 8'0

SERVICE LEVEL EXISTING MAIN DCW SIDE ELEVATION

SCALE: 1/2" = 1'-0"

6" 1' 2' 4' 8'0

WATER SOFTENER SIDE ELEVATION

(E) 8" DCW

DOWN

POINT OF CONNECTION BETWEEN

(E) 8" DCW MAIN PIPING AND NEW 4"

MAKE-UP WATER PIPING. SEE BOTH

2/PP102 AND 1/PP101 PLAN VIEW

FOR CLARITY.

(E) STEAM VENT

(E) CONDENSER

SUPPLY/RETURN

4" DCW INLET AND OUTLET PIPING TO AND

FROM (06-WS-02) NEW WATER SOFTENER.

(E) HIGH PRESSURE STEAM

20"x20" EXHAUST

AIR DUCT

WATER

SOFTENER

INLET AND

OUTLET PIPES.

REFER TO

1/PP101 FOR

PLAN VIEW.

(E) 4" DCW TO

MAKE UP

WATER

SOFTENER

NEW 4" PIPING FOR MAKE-UP

WATER SOFTENER. PROVIDE

ELBOW TO CONNECT TO (E) 4"

MAKE-UP WATER PIPING TO

PRV . SEE 1/PP101 FOR

CLARITY.

(E) STEAM VENT

(E)CONDENSER

SUPPLY/RETURN

(E) HIGH PRESSURE STEAM

(E) EXHAUST GRILLE

(E) 2'x4' LUMINAIRE, TYP

(E) 8" DCW MAIN

(E) DCW DOWN

(E) EXHAUST GRILLE

(E) 8" DCW MAIN

PIPING UP FROM

BOOSTER PUMPS

(E) 8"DCW MAIN

(E) 2'x4' LUMINAIRE, TYP

(E) 8" DCW

MAIN

(E) CONNECTION

BETWEEN DCW

MAIN AND

MAKE-UP WATER

SOFTENER

POINT OF CONNECTIONS

BETWEEN (E) 8" DCW MAIN

AND NEW WATER

SOFTENER INLET AND

OUTLET PIPES.

REFER TO 1/PP101 FOR

PLAN VIEW.

POINT OF CONNECTION

BETWEEN (E) 8" DCW MAIN

PIPING AND NEW 4" MAKE-UP

WATER PIPING. SEE BOTH

2/PP102 AND 1/PP101 PLAN

VIEW FOR CLARITY.

(E) PIPING

(E) SUPPLY AIR

(E) SUPPLY AIR

KEY PLAN

GENERAL NOTES

SERVICE LEVEL

1. FOR DECONFLICTION PURPOSES, VERIFY PRE-DETERMINED CLEAR

PATHWAY FOR 4" DCW INLET AND OUTLET PIPING TO AND FROM NEW

WATER SOFTENER DUE TO HORIZONTAL OR VERTICAL EXISTING PIPING,

EXISTING ELECTRICAL AND EXISTING FIRE CONDUITS.

UP

DN

UP

UP

06-AC-01

06-WS-1

6- W

CC

H

6- W

CC

H

6- W

CC

H

6- W

CC

H

6-

LL

HX

6-SSR 1

06-ET1

STEAM

PRV

C

B

D

E

UP

DN

06-TEQL14

06-EQL14

06-EQH14

RA

C

B

D

E

A

02/25/2021

EP101

BUILDING 6 SERVICE LEVEL

ELECTRICAL POWER PLAN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

B C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

321 4 5 6 7 8 9 10

Project Director

Issued: Date:

554-21-105

1700 N WHEELING ST, AURORA, CO 80045

CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: 100% CONSTRUCTION

DOCUMENTS

DESIGN WATER SOFTENING

SYSTEM

KEYNOTES

KEY PLAN

GENERAL NOTES

N o r t h

A. GENERAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING

CONDITIONS AND REPORT ANY DISCREPANCIES TO THE VHA COR

BEFORE PROCEEDING WITH WORK.

B. PRIOR TO COMMENCEMENT OF WORK, COORDINATED SCHEDULING

REQUIRED WITH VHA COR, VHA ENGINEERING SECTION, AND CONTROL

CENTER PERSONNEL FOR ANY BASEMENT OR SERVICE LEVEL

DEMOLITION AND INSTALLATION OF ANY PIPING, VALVES, AND

CONTROLS.

C. PROVIDE 3/4" RGS CONDUIT AND MATCH RGS CONDUIT COLOR TO

EXISTING RECEPTACLE CONDUIT COLOR. COORDINATE WITH VHA

COR/ENGINEERING GROUP. PROVIDE 2 #12 AND 1 #12 GROUND FOR

OUTLET CIRCUIT.

D. PROVIDE 6" BY 6" JUNCTION BOX FOR CIRCUIT EQL14-13 TO COMPLETE

SYSTEM BACK TO PANEL.

E. ROUTE CONDUIT UP TO CEILING STRUCTURE, MATCH EXISTING

ROUTING PATTERNS AND UTILIZE EXISTING CONDUIT MOUNTING

SUPPORTS.

F. SECURE CONDUIT TO CEILING MOUNTED CONDUIT SUPPORT, A

MAXIMUM OF 4.5' APART. SPACE CONDUIT A MINIMUM OF 3" APART.

1. USE EXISTING SPARE, 20A, BREAKERS FOR OUTLET CIRCUIT(S). PANEL

LOCATED ON FLOOR ABOVE. RUN CONDUIT UP TO FIRST FLOOR ABOVE.

CORE DRILL AND SAW CUT AS REQUIRED FOR FLOOR AND WALL

PENETRATIONS. SEAL REMAINING ANNULUS WITH FIRE CAULK. REFER TO

SPECIFICATION "FIRE STOPPING" 07-84-00. SEE DETAIL 3 "FLOOR SLAB

PENETRATION DETAIL." FOR ADDITIONAL INFORMATION.

2. PROVIDE MOUNTING FOR CONDUIT ROUTING AND TO MOUNT

RECEPTACLES AT THE SIDES AND REAR OF THE TANKS.

3. FIELD VERIFY WITH MECHANICAL/PLUMBING, EXACT LOCATIONS FOR

RECEPTACLES. MOUNT APPROXIMATELY 114" AFF.

SCALE:

2' 4' 8' 16' 32'

1/8" = 1'-0"

ENERGY CENTER SERVICE LEVEL ELECTRICAL PLAN

P l a n

N o r t h

T r r t h

06-11-SE16

ELEV

06-01-B2-01

VEST

06-11-V1

VEST

06-11-ST1

STAIR

06-01-F2-01

CORRIDOR

06-11-F2-E17

MV

TRANSFORMERS

06-EQL14-15

SCALE: NO SCALE

STEEL MOUNTED RECEPTACLES AND CONDUIT

06-EQL14-13

RECEPTACLE,

DUPLEX (MOUNT

18"AFF. UNLESS

NOTED OTHERWISE)

ELECTRICAL SYMBOLS - POWER PLAN

BRANCH CIRCUIT HOMERUN. LINES INDICATE NUMBER OF

CIRCUITS,NEUTRAL, AND SWITCH LEG CONDUCTORS.

ONE SEPARATE GREEN GROUNDING CONDUCTOR SHALL

BE PROVIDED FOR EACH HOMERUN; NOT SHOWN

SCALE:

2' 4' 8' 16' 32'

1/8" = 1'-0"

ENERGY CENTER FIRST LEVEL ELECTRICAL PLAN

P l a n

N o r t h

T r r t h

06-EMDCP3

SUBSTATION

06-EMDCP5

SUBSTATION

CONDUIT, TYP

MINERAL WOOL

(FIRMLY PACKED)

FIRESTOP SEALANT PER

SPECIFICATION SECTION 07 84

00, FIRESTOPPING

(3/8") MAX

JUNCTION BOX

(SIZE AS REQUIRED) CONDUIT FITTING

SPRING NUT,

TYP

INTEGRAL GALVANIZED

LIPPED STEEL MOUNTING

CHANNEL, TYP

FLOOR SLAB,

TYP

STEEL EXPANSION

ANCHOR, TYP

SCALE: NO SCALE

FLOOR SLAB PENETRATION DETAIL