2020-1001 Plumbing set.pdf

GENERAL NOTES PLUMBING LEGEND PLUMBING SHEET INDEX

1. CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO SUBMITTAL OF BID, FAMILIARIZE HIMSELF WITH EXISTING CONDITIONS AND DETAILS OF THE WORK, VERIFY DIMENSIONS IN THE FIELD AND ADVISE THE ARCHITECT AND ENGINEER OF ANY DISCREPANCY. SUBMITTAL OF BID WILL VERIFY THAT THE CONTRACTOR

HAS VISITED THE SITE.

2. BEFORE COMMENCEMENT OF WORK, THE CONTRACTOR SHALL VERIFY EXACT LOCATIONS, ELEVATIONS, DEPTH, CHARACTERISTICS, AND SIZE OF ALL PIPING

TO WHICH CONNECTIONS ARE REQUIRED AT CONTRACTOR'S EXPENSE. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES.

FINAL CONNECTIONS TO EXISTING UTILITIES SHALL BE BY THIS CONTRACTOR.

3. PLUMBING QUALITY AND WEIGHTS OF MATERIALS, AND ALTERNATE METHODS OF CONSTRUCTION SHALL CONFORM TO INTERNATIONAL PLUMBING CODE.

4. CONTRACTOR SHALL COORDINATE ALL WORK SHOWN ON THESE DRAWINGS AND SPECIFICATIONS WITH ALL DISCIPLINES AND TRADES PRIOR TO SUBMITTAL OF

BID AND INSTALLATION OF SYSTEM. PLUMBING WORK SHALL AVOID INTERFERENCE WITH OTHER TRADE.

5. ANY DEVIATIONS FROM THE DRAWINGS OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER PRIOR TO

INSTALLATION.

6. ALL PLUMBING FIXTURE LOCATIONS (WATER CLOSETS, LAVATORIES ETC.) ARE DIAGRAMMATIC AND CONTRACTOR SHALL REFER TO ARCHITECTURAL

DRAWINGS FOR HANDICAP FIXTURES, EXACT LOCATIONS, MOUNTING HEIGHTS, AND COLOR.

7. TRAP PRIMERS FOR FLOOR DRAINS AND FLOOR SINKS AND WATER HAMMER ARRESTORS TO BE INSTALLED AS PER THE 2016 IPC AND THE LATEST EDITION OF

THE AMERICAN SOCIETY OF SANITARY ENGINEERING (ASSE 1010) SIZING AND INSTALLATION REQUIREMENTS.

8. CONTRACTOR TO REFER TO PLUMBING FIXTURE SCHEDULE FOR INDIVIDUAL ROUGH-IN CONNECTIONS AT EACH PLUMBING FIXTURE.

9. STEEL PLATE SUPPORTS FOR ALL WALL FIXTURES: SUPPORT WITH 3/8" THICK x 8" HIGH STEEL PLATES RECESSED AND BOLTED TO STUDS AND TAPPED FOR

FIXTURE BOLTS. LENGTH OF PLATE AT LEAST ON STUD BEYOND FIXTURE, UNLESS CARRIERS ARE SPECIFIED.

10. ALL INDIRECT WASTE PIPING ON ROOF SHALL BE SUPPORTED BY 14 GAGE GALVANIZED CHANNEL WITH PIPE CLAMPS ATTACHED TO 100% RECYCLED RUBBER

TIRE, UV RESISTANT. PIPING SHALL BE SLOPED TO AND TERMINATED AT AN APPROVED RECEPTOR. CONDENSATE PIPING SHALL SLOPE OF NOT LESS THAN 1%.

11. ALL CLEANOUTS SHALL BE INSTALLED WHERE READILY ACCESSIBLE AND LOCATED AS PER CODE REQUIREMENTS. THE CONTRACTOR SHALL COORDINATE ALL

CLEAN OUT LOCATIONS WITH EQUIPMENT, CABINETS, ETC., AND THE ARCHITECT PRIOR TO ANY INSTALLATION. PROVIDE WALL CLEANOUT ON ALL VENT FROM

BELOW GRADE, AND FOR ALL SINKS AND URINALS.

12. ALL PLUMBING FIXTURE VENTS TO TERMINATE A MINIMUM OF 12 INCHES FROM ANY VERTICAL SURFACE AND 10 FEET FROM ANY OUTSIDE AIR INTAKES.

13. ALL PIPING DISCHARGING INTO SERVICE SINKS AND/OR FLOOR SINKS TO HAVE A MINIMUM AIRGAP AS REQUIRED BY 2016 IPC.

14. ALL VALVES, UNIONS, ETC. TO BE SAME SIZE AS PIPE SIZE UNLESS OTHERWISE INDICATED ON DRAWINGS.

15. UNIONS SHALL BE PROVIDED AND INSTALLED AFTER EACH SCREW-TYPE VALVE AND PRIOR TO EQUIPMENT CONNECTIONS.

16. ALL EQUIPMENT SHALL BE LATERALLY SUPPORTED IN ALL DIRECTIONS TO RESIST HORIZONTAL DISPLACEMENT DUE TO EARTHQUAKE MOTION.

17. NO PIPING SHALL BE DIRECTLY EMBEDDED IN CONCRETE OR MASONRY WALLS OR FOOTING.

18. ALL WASTE AND VENT PIPING SHALL SLOPE TO UNIFORM GRADE OF NOT LESS THAN 2%.

19. ALL VALVES, TRAP PRIMERS, WATER HAMMER ARRESTORS OR OTHER EQUIPMENT SHOWN IN WALLS OR ABOVE NON-ACCESSIBLE CEILINGS SHALL BE

INSTALLED BEHIND AN ACCESS PANEL.

20. ALL HORIZONTAL PIPING LINES EXTENDED AND CONNECTED TO EQUIPMENT SHALL RUN AT THE HIGHEST POSSIBLE ELEVATIONS AND NOT LESS THAN 6" ABOVE

THE FLOOR TO PROVIDE CLEARANCE FOR CLEANING. AT WALL OR COLUMN LOCATIONS, PIPING ROUGH-IN SHALL BE STUBBED IN WALLS WHENEVER POSSIBLE.

21. CONNECTION BETWEEN INCOMPATIBLE MATERIALS ABOVE GRADE AND INSIDE BUILDING SHALL BE MADE WITH (2) DIELECTRIC UNIONS SEPARATED BY A

TWELVE INCH (12") SECTION OF RED BRASS PIPE.

22. CONTRACTOR SHALL PROVIDE THE OWNER WITH ALL THE LITERATURE AND INSTRUCTIONS PROVIDED BY THE MANUFACTURER DESCRIBING OPERATIONS AND

MAINTENANCE OF ANY EQUIPMENT AND DEVICES INSTALLED.

23. PIPING THROUGH FIRE RATED WALLS SHALL BE PER U.L. FIRE RESISTANCE SYSTEM. SEE ARCHITECTURAL PLANS FOR ALL WALL LOCATIONS.

24.

PENETRATIONS OF PIPES, CONDUITS, ETC. IN WALLS, FLOORS OR CEILING ASSEMBLIES REQUIRING PROTECTED OPENINGS SHALL BE A TESTED ASSEMBLY.25.

MOUNTING HEIGHTS FOR HANDICAPPED FIXTURES TO COMPLY WITH ADA REQUIREMENTS.26.

PROVIDE CLEANOUTS AT END OF ALL HORIZONTAL RUNS, CHANGE OF DIRECTION EXCEEDING 45 DEGREES AND NEAR THE BASE OF EACH VERTICAL WASTE OR

SOIL STACK.

27.

CROSS CONNECTION PROTECTION SHALL BE PROVIDED AT ALL POTABLE WATER SUPPLIED APPLIANCES.28.

ALL REQUIRED CLEANOUTS SHALL BE INSTALLED PER CHAPTER 7 OF THE INTERNATIONAL PLUMBING CODE.29.

WATER PIPE AND FITTING WITH A LEAD CONTENT WHICH EXCEEDS 8% SHALL BE PROHIBITED IN SYSTEMS CONVEYING POTABLE WATER.30.

THE PRESSURE REGULATING VALVE (PRV) SHALL BE INSTALLED ABOVE GRADE OR FINISHED FLOOR. THE PRV SHALL NOT BE INSTALLED IN A PIT WHERE IT CAN

BECOME SUBMERGED IN WATER.

31.

THE REDUCED PRESSURE BACK FLOW DEVICE (BFP) SHALL BE INSTALLED AT LEAST 12 INCHES ABOVE GRADE OR FINISHED FLOOR. THE BFB SHALL NOT BE

INSTALLED IN A PIT WHERE IT CAN BECOME SUBMERGED IN WATER.

32.

THE CLEANOUTS FOR HORIZONTAL BUILDING STORM DRAINS SHALL COMPLY WITH THE REQUIREMENT OF SECTION 708 OF THE CURRENT INTERNATIONAL

PLUMBING CODE.

33.

NEW OR REPAIRED POTABLE WATER SYSTEMS ARE REQUIRED TO BE DISINFECTED BY CHLORINATION. 2016 IPC SECTION 610.

35. BACTERIOLOGICAL TESTING OF POTABLE WATER SYSTEM REQUIRED TO BE PERFORMED BY AN INDEPENDENT THIRD PARTY TESTING LABORATORY, 2016 IPC

SEC. 610(4).

I.E. INVERT ELEVATION

AMERICANS WITH DISABILITIES ACT

DN

UP

SOV

ADA

BALL VALVE

PIPE DOWN

PIPE RISE

FCO

WCO

POC

V

FLOOR CLEANOUT

WALL CLEANOUT

POINT OF CONNECTION BETWEEN NEW AND EXISTING WORK

SANITARY VENT

(E)

SYMBOL

HOT WATER RETURN

HW

HWR

(E)

CW

ABBREVIATION

HOT WATER

DESCRIPTION

COLD WATER

EXISTING

HB HOSE BIBB

PL-001 GENERAL NOTES, LEGEND, SCHEDULES & ABBREVIATIONS

SHEET NUMBER SHEET NAME

FOURTH FLOOR DEMO. PLAN - PLUMBING

MA

O

MV

MA

MV MEDICAL VACUUM

MEDICAL AIR

PL-101

PL-301 LEVEL 4 INTERSTITIAL - ENLARGED REMODEL B

LPS

MPS

LPS

MPS

LOW PRESSURE STEAM

MEDIUM PRESSURE STEAM

S OR W

SOIL OR WASTE BELOW FLOOR OR GRADE

SOIL OR WASTE ABOVE FLOOR

S OR W

LPR

MPR

LPR

MPR

LOW PRESS STEAM RETURN

MEDIUM PRESS STEAM RETURN

TP

CD

TP

CD

TRAP PRIMER

CONDENSATE DRAIN

ICW ICW INDUSTRIAL COLD WATER

CA CA COMPRESSED AIR

FOURTH FLOOR PLAN - PLUMBINGPL-102

POD LIMIT OF DEMOLITION

TYP. TYPICAL

O OXYGEN

FOURTH INTERSTITIAL - PLUMBING REMODELPL-102-1

PL-501 PLUMBING DETAILS

MGA MEDICAL GAS ALARM

MGO MEDICAL GAS OUTLET

ZV ZONE VALVE

STOP VALVES SHALL BE PROVIDED AT ALL FIXTURES TO ENABLE REGULATION OF FLOW AND SHUT-DOWN OF SUPPLY TO FIXTURE.

34.

MATERIAL SCHEDULE

PLUMBING FIXTURE AND EQUIPMENT SCHEDULE

TP

FS

SERVICE MATERIALS

CAST IRON SOIL PIPE WITH NO-HUB FITTINGS ABOVE GRADE AND BELOW GRADE.

PROVIDE HEAVY DUTY 4-BAND STAINLESS STEEL COUPLING FOR ALL ABOVE AND

BELOW GRADE PIPING.

TYPE "L" HARD DRAWN COPPER TUBING ASTM B88, WITH WROUGHT COPPER SWEAT

FITTINGS ANSI B16.22. LEAD FREE SOLDER.

SEAMLESS COPPER TUBE TYPE "L" HARD DRAWN CONFORMS TO ASTM B819 "OXYGEN

CLEANED" WITH BRAZED JOINTS AND FITTINGS

BLACK STEEL SCHEDULE 80 PIPE & FITTINGSSTEAM AND CONDENSATE

RETURN

MEDICAL GASES

SOIL, WASTE AND VENT

DOMESTIC WATER

TRAP

PRIMER

PRECISION PLUMBING PRODUCT MODEL PR-500 PROVIDE WITH 1/2" COPPER PIPE PRIMER CONNECTION TO FLOOR SINK.1/2"- - - -

FLOOR

SINK

ZURN NO.Z1901-NH-2-P, 12"x12" WITH 8"SUMP DEPTH, CAST IRON, COMPLETE WITH ACID-RESISTING ENAMELED INSIDE, NICKEL BRONZE HEELPROOF HALF GRATE WITH 1/4" SQUARE OPENINGS, ALUMINUM DOME STRAINER, TRAP PRIMER CONNECTION AND P-TRAP-3" 2" -

W A

T E

R

V E

N T

C O

LD

T R

A P

W A

S T

E

DESCRIPTION

ROUGH-IN CONNECTIONS

FIXTUREITEM

S O

IL

O

R

H O

T

S

SINK 2" - 1-1/2" 1/2" 1/2"

JUST COUNTER-MOUNTED STAINLESS STEEL HAND SINK MODEL No. SL-ADA-17519-A-GR, 18 GAUGE STAINLESS STEEL, POLISHED WITH STANDARD BRUSH FINISH. ADA COMPLIANT. PROVIDE WITH JUST JSGN-6-B, BATTERY OPERATED SENSOR FAUCET WITH LAMINAR FLOW CONTROL, JTMLF-47 THERMOSTATIC MIXING VALVE, LOW LEAD CERTIFIED PROVIDE J-ADA-115-FS FLAT GRID DRAIN WITH OVERFLOW, JT-125 CAST BRASS P-TRAP. DRAIN PUNCHED FOR JUST J-ADA-115-FS LAVATORY DRAIN. THE FAUCET IS EQUIPPED WITH CONTROL CIRCUIT SOLENOID, BATTERY SOLENOID VALVE, WALL MOUNTED CONTROL BOX WITH (4) AA ALKALINE BATTERIES

W A

T E

R

HB

HOSE

BIBB

3/4"- - - - ACORN MODEL 8126-LF WITH INTEGRAL VACUUM BREAKER

1/2"

ZV

ZONE

VALVE

BOX

-- - - - 3/4"

MGA

MEDICAL

GAS

ALARM

MGO

MEDICAL

GAS

OUTLET

-- - - - 3/4"

A

IR

M E

D

IC

A L

M E

D

IC

A L

V A

C U

U M

O X

Y G

E N

1/2"

1/2"

1/2" 1/2"

BEACON MEDAES TOTAL ALERT INFINITY T3-A10-OAX MEDICAL GAS NOTIFICATION SYSTEM, PROVIDES AREA ALARM SIGNAL AS REQUIRED BY LATEST EDITION OF NFPA 99, ALARM IS U.L. LISTED TO UL 1069 AND CSA C22.2 NO.205 SIGNAL

EQUIPMENT 120V/60HZ/1PH. MATCH EXISTING MED. GAS ALARM MANUFACTURER.

MEDICAL GAS CEILING COLUMN AMICO ALERT-1, MODEL # C-COL-RIGID-36-ADV, AIR, OXYGEN VACUUM, RIGID COLUMN, 12"x12" SQ.

COLUMN WITH STAINLESS STEEL SHROUD, 16 GAUGE TYPE 304 SS. UNIT COMPLY WITH NFPA 99 CURRENT EDITION, NEC, CSA & CEC.

OPTG WT. 125 lbs.

BEACON MEDAES SERIES ZVB3-AAB-ENG 4107219445 VALVES SHALL BE FULL PORT, DOUBLE SEAL, BALL TYPE WITH 3-PIECE BRONZE/BRASS BODY AND CHROME PLATED BRASS BALL VALVE. PROVIDE WITH 4107655177, (VAC), 4107655178 (A, 02) GAUGES AND 4107401625 SENSOR. PROVIDE KIT FOR ZONE VALVE BOX SENSOR ASSX 410740167562, 4107401677(A), 4107401678(V).

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

664-CSI-1154W NUCLEAR MEDICINE PET- CT 2

SAN DIEGO, CA

IDS GROUP INC.

1 PETERS CANYON RD. STE. 130

IRVINE, CA 92606

949.387.8500

NOT FOR CONSTRUCTION

C U s e rs \J u lia n .P in e d a \D o c u m e n ts

\1

X

.0

-V

A S

D -N u c -M e d

M e c h

R

V T ju lia n

.p in e d a .r v t

/1 /2

:2

:4

P

M

PL-001

GENERAL NOTES, LEGEND, SCHEDULES &

ABBREVIATIONS

10/02/2020 Checker AuthorRevisions: Date:

ISSUED FOR 65% C.D. 2019-04-12

ISSUED FOR 65% C.D. 2020-07-10

ISSUED FOR 65% C.D. 2020-09-02

ISSUED FOR 100% C.D. 2020-10-02

JPRPM

SCAN

EXAM RM

NUCMED

ALCOVE

CORRIDOR

TOILET

4070B

RECEPTION

GAMMA

WELL

COUNTER

4500A

SCAN

EXAM RM

CLEAN UTILITY

TOILET

BREAK

TOILET

CONFERENCE

OFFICE (S)

OFFICE (S)

OFFICE (S)

OFFICE (S)

SHOWER

COMPUTER

RM

CORRIDOR

RECEPTION

TRANSFER

CENTER

CORRIDOR

(E)

RESTROOM

OFFICE

CORRIDOR

SCAN

NURSING

EDUCATION MULTI

OFF.

OFFICE

2.1 3 3.1 3.2 4 4.2 5 5.1

J J

J.1 J.1

J.5 J.5

J.4 J.4

K K

PRIMARY

AREA OF WORK

PRIMARY

AREA OF WORK

(E) CO

(E

2" W

(E) 2" HW

(E) 1-1/2" HW

(E) 2" CW

(E) 2" HW

(E) 2-1/2" CW

(E) 1-1/4" HW

(E) 2" HW

(E) 2-1/2" CW

(E) 1-1/4" HW

(E) 2" HW

(E) 1-1/2" HW

(E) 2" CW

(E) 2" HW

(E) 1-1/2" HW

(E) 2" CW

(E

2" W

(E) 4" W

(E) CO

(E) CO

(E) 1-1/4" HW

(E) 2-1/2"V (E) 2"V (E) 2"V (E) 1-1/2"V

(E) 3/4" HW

(E) 1-1/2" CW

(E) 3/4" HW

(E) 3/4" CW

(E

4" W

(E) CO

(E) CO

(E) CO

(E

1- 1/

4" H

W

(E

1- 1/

2" H

W (E

2"

C W

(E) 4" W

(E) 4" W

(E

4"

W PRIMARY

AREA OF

WORK

(E) 2" CW

(E) FD

3 3

(E) 2" V

(E) 2" W

(E) 2" V(E) 2-1/2" V

(E

2- 1/

2" V

(E) O

(E) MA

(E) MV

(E

1- 1/

4" H

W

(E

1- 1/

2" H

W (E

2"

C W

2.1 3 3.1 3.2 4 4.2 5

J

J.1

J.5

J.4

K

KEY PLAN AREA OF WORK

NORTH

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

664-CSI-1154W NUCLEAR MEDICINE PET- CT 2

SAN DIEGO, CA

IDS GROUP INC.

1 PETERS CANYON RD. STE. 130

IRVINE, CA 92606

949.387.8500

NOT FOR CONSTRUCTION

C U s e rs \J u lia n .P in e d a \D o c u m e n ts

\1

X

.0

-V

A S

D -N u c -M e d

M e c h

R

V T ju lia n

.p in e d a .r v t

/1 /2

:2

:4

P

M

PL-101

FOURTH FLOOR DEMO. PLAN - PLUMBING

10/02/2020 Checker Author

1/4" = 1'-0"1

FOURTH FLOOR WEST - PLUMB. - DEMOLITION

SHEET NOTES:

REMOVE EXISTING SHOWER. ALL EXISTING DOMESTIC WATER SUPPLY TO BE DEMOLISHED SHALL BE

CAPPED AT THE BRANCH MAIN ABOVE CEILING

REMOVE EXISTING FLOOR DRAIN.

EXISTING 4"W BELOW FLOOR FIELD VERIFY EXACT LOCATION.

EXISTING 2"CW, 1-1/4"HW ABOVE CEILING. FIELD VERIFY EXACT LOCATION.

EXISTING UTILITY PIPING ABOVE CORRIDOR. FIELD VERIFY LOCATION.

EXISTING 2" VENT. FIELD VERIFY EXACT LOCATION.

REMOVE EXISTING SINK. ALL EXISTING DOMESTIC WATER SUPPLY TO BE DEMOLISHED SHALL BE CAPPED

AT THE BRANCH MAIN ABOVE CEILING

REMOVE EXISTING MEDICAL GAS WALL OUTLETS CAP EXISTING MEDICAL GAS AT BRANCH MAIN.

CONTRACTOR TO VERIFY FIELD EXISTING CONDITIONS PRIOR TO DEMOLITION AND START OF

CONSTRUCTION. CAP EXISTING PIPE AT BRANCH MAIN.

EXISTING MEDICAL GASES IN FOURTH FLOOR INTERSTITIAL SPACE. CONTRACTOR TO VERIFY FIELD EXISTING CONDITIONS PRIOR TO DEMOLITION AND START OF CONSTRUCTION. CAP EXISTING PIPE AT

BRANCH MAIN.

GENERAL NOTES:

1. ALL DIMENSIONS ARE APPROXIMATE. CONTRACTOR TO VERIFY FIELD CONDITIONS PRIOR TO START OF

CONSTRUCTION.

N

Revisions: Date:

ISSUED FOR 65% C.D. 2019-04-12

ISSUED FOR 65% C.D. 2020-07-10

ISSUED FOR 65% C.D. 2020-09-02

T T

T T

T

T

2.1

2.1

3.1

3.1

3.2

3.2

4.2

4.2

5.1

5.1

J J

J.1 J.1

J.5 J.5

SCAN

EXAM RM

NUCMED ALCOVE

EQUIPMENT RM

CORRIDOR

TOILET

4070B

RECEPTION

CORRIDOR

GAMMA WELL COUNTER

4500A

LAB

SCAN

EXAM RM

CLEAN UTILITY

TOILET

OFFICE

BREAK

TOILET

CONFERENCE

4513OFFICE (S)

OFFICE (S)

OFFICE (S)

COMPUTER RM

CORRIDOR

LAB

4070C

HX

NOT IN SCOPE OF WORK

CAV-4-1

CAV-4-2

CAV-4-5

S

FS

PRIMARY

AREA OF WORK

(E ) 1

-1 /4

" H W

(E ) 1

-1 /2

" H W

(E ) 2

-1 /2

" C W

(E ) 2

" W

(E) 2" HW

(E) 1-1/2" HW (E) 2" CW

(E) 2" HW

(E) 2-1/2" CW

(E) 1-1/4" HW

(E) 2" HW

(E) 2-1/2" HW

(E) 1-1/4" HW

(E) 3/4" CW

(E

2- 1/

2" V

(E) 2-1/2"V

(E) 2"V (E) 2"V

(E ) 4

" W

(E) CO

(E) CO

(E) CO

(E ) 1

-1 /4

" H W

(E ) 1

-1 /2

" H W

(E ) 2

" C W

(E) 4" W

(E ) 4

" W

PRIMARY

AREA OF

WORK

TP

(E) CO

(E) 2" W

(E) 2" V

(E) 2-1/2" V

(E ) 2

-1 /2

" V

(E) 1-1/4" HW

(E) 1-1/2"V

(E ) 3

/4 " H

W

(E ) 1

-1 /2

" C W

(E) 3/4" HW

(E) 3/4" CW

(E) 4" W

(E) 2" CW

3"W

2% SLOPE

HB

(E) 3/4" CW

ZV

MGA

3/4" MV

1/2" MA

1/2" O

MGO

AC

AC

(E)

(E)

(E)

4.1

4.1

4.3

4.3

5.2

5.2

4 22

3/4" MV

1/2" MA

1/2" O

/4

M

V /2

M

A

/2

O

/4

C

D

/4

C

W

/4

H

W

2" V

/2

C W

FOR CONTINUATION

SEE SHEET 1/PL-102.1

1 1/2"V

PL-501

PL-501

KEY PLAN AREA OF WORK

NORTH

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

664-CSI-1154W NUCLEAR MEDICINE PET- CT 2

SAN DIEGO, CA

IDS GROUP INC.

1 PETERS CANYON RD. STE. 130

IRVINE, CA 92606

949.387.8500

NOT FOR CONSTRUCTION

C U s e rs \J u lia n .P in e d a \D o c u m e n ts

\1

X

.0

-V

A S

D -N u c -M e d

M e c h

R

V T ju lia n

.p in e d a .r v t

/1 /2

:2

:4

P

M

PL-102

FOURTH FLOOR PLAN - PLUMBING

10/02/2020 Checker Author

N

KEY NOTES:

MECHANICAL EQUIPMENT SHOWN FOR REFERENCE ONLY.

POC NEW MEDICAL GASES TO EXISTING MEDICAL GASES IN FOURTH FLOOR INTERSTITIAL SPACE.

CONTRACTOR TO VERIFY FIELD CONDITIONS PRIOR TO DEMOLITION AND START OF CONSTRUCTION.

POC NEW 3" W TO (E) 4" W.

PIPING BELOW FLOOR.

POC NEW 1-1/2" V TO (E) 2" V.

PIPING ABOVE CEILING.

POC NEW 1/2" HW TO (E)1-1/4" HW.

POC NEW 1/2" CW TO (E)2-1/2" CW.

POC NEW 2" W TO (E) 4" W.

POC NEW 2" V TO (E) 2" V.

EXISTING 4"W BELOW FLOOR FIELD VERIFY EXACT LOCATION.

EXISTING 2" VENT. FIELD VERIFY EXACT LOCATION.

3/4"CD DOWN IN WALL CONNECT TO TAIL PIECE OF (N) FIXTURE.

3/4"CW DOWN IN WALL. ROUGH-IN & CONNECT 3/4"CW TO HB.

POC NEW 3/4" CW TO (E)3/4" CW.

ROUGH-IN AND CONNECT 1/2"02 , 1/2"MA, 3/4"MV TO MEDICAL GAS OUTLLET COLUMN.

ROUGH-IN AND CONNECT 1/2"HW, 1/2"CW, 2"W & 1 1/2"V.

1 1/2"CD TO TERMINATE TO EXISTING RECEPTOR AT EXISTING AC UNIT.

3/4"CD TO TERMINATE TO SINK TAILPIECE.

3/4"CD TO TERMINATE TO FS-1.

3/4" CONDENSATE DRAIN.

3/8" HOSE (PROVIDED BY SIEMENS INSTALLED BY CONTRACTOR) TERMINATE TO SINK TAILPIECE.

SEE DETAIL F9/PL-501.

1/4" = 1'-0"1

FOURTH FLOOR WEST - PLUMB. - NEW WORK

GENERAL NOTES:

1. ALL DIMENSIONS ARE APPROXIMATE. CONTRACTOR TO VERIFY FIELD CONDITIONS PRIOR TO START OF

CONSTRUCTION.

Revisions: Date:

ISSUED FOR 65% C.D. 2019-04-12

ISSUED FOR 65% C.D. 2020-07-10

ISSUED FOR 65% C.D. 2020-09-02

3.1

3.1

3.2

3.2

4.2

4.2

5.1

5.1

G G

G.1 G.1

H H

(E

A C

(E) GX- 109

PL-301

7 6

3/ 4"

D

3/4"D

C D

C D

3" W

9 81

1/2" CW1/2" CW

2 1

FOR CONTINUATION

SEE SHEET 1/PL-102

1 1/2" CW

/2

C W

(N)

(N

(N) (N)

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

664-CSI-1154W NUCLEAR MEDICINE PET- CT 2

SAN DIEGO, CA

IDS GROUP INC.

1 PETERS CANYON RD. STE. 130

IRVINE, CA 92606

949.387.8500

NOT FOR CONSTRUCTION

C U s e rs \J u lia n .P in e d a \D o c u m e n ts

\1

X

.0

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A S

D -N u c -M e d

M e c h

R

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.p in e d a .r v t

/1 /2

:2

:4

P

M

PL-102.1

LEVEL 4 INTERSTITIAL - PLUMBING REMODEL

10/02/2020 Checker Author

1/4" = 1'-0"1

LEVEL 4 INTERSTITIAL - PLUMBING REMODEL B

PIPING AT INTERSTITIAL SPACE.

EXISTING 1 1/2"CW FEILD VERIFY EXACT LOCATION.

1/2"CW W/SOV TO DRANE KOOLER MAKE-UP.

EXISTING CATWALK.

NEW CATWALK.

STEAM DISPERSION UNIT. SEE MECHANICAL DRAWING.

DRAIN FROM STEAM DISPERSION UNIT TO "DRANE KOOLER".

EXISTING 6" WASTE PIPE RISER IN SHAFT. FIELD VERIFY

EXACT PIPE LOCATION.

WASTE PIPING AT 4th. LEVEL INTERSTITIAL SPACE.

SHEET NOTES:

Revisions: Date:

ISSUED FOR 65% C.D. 2019-04-12

ISSUED FOR 65% C.D. 2020-07-10

ISSUED FOR 65% C.D. 2020-09-02

5.1

5.1

H H

SEE DRAWING PL-102.1

FOR CONTINUATION

SEE DRAWING PL-102.1

FOR CONTINUATION

3" W

/4

D

/4

D

/2

C

W

/2

C

W

1/2" CW1/2" CW

1/2" RO

SEE DRAWING PL-102.1

FOR CONTINUATION

H-1

3/4"ø INLET OF DRAIN KOOLER

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

664-CSI-1154W NUCLEAR MEDICINE PET- CT 2

SAN DIEGO, CA

IDS GROUP INC.

1 PETERS CANYON RD. STE. 130

IRVINE, CA 92606

949.387.8500

NOT FOR CONSTRUCTION

C U s e rs \J u lia n .P in e d a \D o c u m e n ts

\1

X

.0

-V

A S

D -N u c -M e d

M e c h

R

V T ju lia n

.p in e d a .r v t

/1 /2

:2

:4

P

M

PL-301

LEVEL 4 INTERSTITIAL - ENLARGED

REMODEL B

10/02/2020 Checker Author

1" = 1'-0"1

LEVEL 4 INTERSTITIAL - ENLARGED REMODEL B

SHEET NOTES:

RO WATER FILTER UNIT CULLIGAN MATRIX GI SERIES.

PROVIDE 1/2" RO WATER TO HUMIDIFIER.

2" DRANE KOOLER DRAIN. TERMINATE TO FLOOR SINK.

DRANE KOOLER WATER TEMPERING UNIT BY DRI-STEEM.

3/4" HUMIDIFIER DRAIN TO DRANE KOOLER.

1/2" RO TO HUMIDIFIER.

3/4" DRAIN FROM DISPERSION UNIT. TERMINATE TO DRANE

KOOLER

1/2"CW W/SOV TO DRANE KOOLER MAKE-UP.7

Revisions: Date:

ALTERNATE WATER SEAL

SHOWN (BY INSTALLER)

SERVICE UNION

VACUUM BREAKER

VALVE

COLD WATER ENTERS HERE

TEMPERATURE SENSON

FLOOR SINK

1" AIR GAP (25 mm)

ADJUSTABLE

TEMPERATURE-ACTUATED

FLOOR STAND

TEMPERED WATER

DISCHARGED HERE

DRANE-KOOLER 304

STAINLESS STEEL

MIXING CHAMBER

HOT WATER

ENTERS HERE

NEW CATWALK

55 55 19

VACUUMMEDICAL AIROXYGEN

ICU NW ZONE 1 ICU NW ZONE 1 ICU NW ZONE 1

PSIG PSIG PSIG

NORMAL ICU NW PANEL

BBBBEACONEACONEACONEACONMMMMEDAESEDAESEDAESEDAES

13.50 in

0.80in 2.88in

(TYP)

1.05in

2.13in

2.49in

3.38in 1.75in

PLUGGED

KNOCKOUTS

14.00in

.4 in

0.82in

2.13in

6.00in 6.00in

WALL THICKNESS

1/2" TO 1 1/2"

.0 in

0.58in 4.13in

FINISHED WALL

FRONT PANEL

HINGED FOR

INTERNET

ZV

ZV

14-1/2" 4" 3"3"4"3"3"

22-9/16"

PRESSURE/VACUUM

GANGES (TYP)

FULL PORT DOUBLE SEAL BALL

TYPE WITH 3 PIECE BRONZE/BRASS

BODY AND A CHROME PLATED

BRASS BALL VALVE

1/8"BRASS NPT PORT FOR

INSTALLATION OF SENSOR

FRONT VIEW

4"

16"

CORRIDOR SCAN

SIDE ROOM

NYLON 6/6 INSULATED

GROMMETS (TYP)

MOUNTING

BRACKET (TYP)

CORRIDOR

WALL

±6"

SIDE VIEW

LOCK WASHER & NUT, TYP

EXPANSION BOLT FOR CONCRETE

CEILING STRUCTURE OR WELD ON

STRUCTURAL OR WELD DOWN

STRUCTURAL STEEL. SEE STRUCTURAL

DRAWING

PIPE

ADJUSTABLE STEEL YOKE

PIPE ROLL B-LINE B3110 SERIES

1/2" ROD FOR PIPE DIA.

2-1/2" TO 3" AND 5/8" ROD

FOR 4" & 5" PIPE DIA.

STRUCTURE

PIPE

PIPE COVERING

PUTTY: MINIMUM 1-1/2"

THICKNESS OF FILL MATERIAL

APPLIED WITHIN THE ANNULUS ON

TOP SURFACE OF FLOOR.

PACKING MATERIAL:

MINIMUM 4PCF MINERAL

WOOL BATT INSULATION

U.L. SYSTEM No. C-AJ-5054

PENETRATING ITEM:

COPPER TUBING 1-1/2"

DIA (OR SMALLER)

TYPE ''L'' OR ''K''

PIPE COVERING

PIPE

WALL ASSEMBLY

(WOOD OR STEEL

CHANNEL STUDS WITH

GYPSUM WALLBOARD)

WALL ASSEMBLY

(WOOD OR STEEL

CHANNEL STUDS WITH

GYPSUM WALLBOARD)

PENETRATING ITEM: COPPER

TUBING 6 INCH DIA. OR SMALLER

TYPE ''L'' OR ''K''

CAULK FILL MATERIAL INSTALLED TO COMPLETELY

FILL ANNULAR SPACE BETWEEN PIPE AND GYPSUM

WALL BOARD AND WITH A MINIMUM 1/4INCH DIA.

BEAD OF CAULK APPLIED TO PERIMETER OF PIPE AT

ITS EGRESS FROM THE WALL.U.L. SYSTEM No. W-L-1001

5/16''DIA x 2''LG. STEEL WALL

ANCHOR EQUALLY SPACED

(TOTAL OF 6)

PENETRATING ITEM: COPPER

TUBING 6 INCH DIA. OR SMALLER

TYPE ''L'' OR ''K''

PUTTY: MINIMUM 5-INCH

OF FILL MATERIAL

APPLIED WITHIN THE

ANNULUS ON BOTH

SURFACES OF THE WALL

GALV. SHEET METAL

SLEEVE W/ TABS TO

RETAIN PUTTY

TRIM RING

U.L. SYSTEM No. W-L-5001

NOTES:

1. PENETRATIONS OF PIPES, CONDUITS, ETC., IN WALLS, FLOORS OR CEILING

ASSEMBLIES REQUIRING PROTECTED OPENINGS SHALL BE FIRE STOPPED. FIRE

STOP MATERIAL SHALL BE A TESTED ASSEMBLY AS PRESCRIBED IN U.B.C.

STANDARD 7-5 AND AS APPROVED BY THE OSHPD FIRE MARSHALL

(C.B.C.714).

2. COMPLY WITH CBC 712.3, CPC 301, 701.1.2.2.

CONCRETE FLOOR

PIPE

TECHNICAL DATA

-22°F TO 122°F

MAXIMUM

TEMPERATURE

RANGE OF WATER

PRIMARY COOLING

CIRCUIT

SECONDARY COOLING

CIRCUIT

39°F TO 54°F

N/A

TEMPERATURE

GRADIENT OF WATER

K/MINUTE

NOMINAL

OPERATING

PRESSURE

29 TO 73 PSI

AT OUTPUT OF

THE PUMP

58 PSI TO 73 PSI

AFTER FILLING

PROCEDURE

1. WATER QUALITY

POTABLE WATER QUALITY FOR BOTH THE PRIMARY AND SECONDARY CIRCUIT.

2. OPERATION WITHOUT WATER WILL DESTROY THE PUMP IN THE COOLING

SYSTEM. FOR THIS REASON, THE PUMP OF THE SECONDARY

REASON, THE PUMP OF THE SECONDARY COOLING CIRCUIT CAN BE OPERATED

ONLY WHEN FILLED ACCORDINGLY.

FILLING PRESSURE

(STATIC)

29 PSI ± 2.9PSI

AFTER FILLING

PROCEDURE

29 PSI ± 3 PSI

AFTER FILLING

PROCEDURE

0% TO

100%

HEAT

DISSIPATION

20% TO 75%

WITH DewPoint

BETWEEN 63°F

20 GALLONS

WITHOUT HOSE

EXTENSION

FILLING

VOLUME

13.2 GALLONS

WITHOUT HOSE

EXTENSION

RELATIVE

HUMIDITY

119,425 BTU/HR

MAXIMUM TO THE

AIR EXHAUST

6,824 BTU/HR

TO ROOM AIR

54,594 BTU/HR

TO WATER

BAROMETRIC

PRESSURE

10.2 PSI TO

15.3 PSI

N/A

AMBIENT AIR

TEMPERATURE RANGE

(AIR INTAKE)

-22°F TO 122°F

MAXIMUM

41°F TO 104°F

3. ANTIFREEZE (GLYKOSOL-N)

ANITFREEZE (GLYKOSOL-N) MAY BE ADDED TO PRIMARY COOLING CIRCUIT ONLY,

BY THE TECHNICIAN WHO WILL START THE SYSTEM. THE PERMITTED MIXING

RATION IS 40:60 (GLYCOL:WATER) FOR TEMPERATURE RANGE -22° TO 122° F.

26.4 GALLONS OF ANTIFREEZE (GLYKOSOL-N) IS INCLUDED IN DELIVERY AND

ADDITIONAL CAN BE ORDERED THROUGH SIEMENS LCAL SERVICE. WATER

CANNOT BE ADDED TO THIS MIXTURE.

4. ANTIFREEZE (GLYKOSOL-N) IS NOT PERMITTED ON THE SECONDARY CIRCUIT

FOR THE BIOGRAPH VISION COOLING CIRCUIT.

SINK DRAIN

FLOOR DRAIN

1. A WATER DRAIN IS REQUIRED TO BE

SUPPLIED AND INSTALLED BY THE

CUSTOMER/CONTRACTOR TO DRAIN

CONDENSED WATER FROM THE GANTRY. THE

DRAIN MUST BE WITHIN 32'-9" OF THE

GANTRY. THE HOSE MAY BE EXTENDED

ON-SITE UP TO 65'-7" BY THE

CUSTOMER/CONTRACTOR. BELOW ARE SOME

EXAMPLES OF POSSIBLE WATER DRAINS. THE

MECHANICAL CONTRACTOR IS RESPONSIBLE

FOR DETERMINING WHICH DRAIN TYPE TO USE

AND FOR SPECIFYING, SUPPLYING AND

INSTALLING THE PLUMBING FIXTURES

NECESSARY TO CONNECT THE SIEMENS WATER

HOSE TO THE SELECTED DRAIN.

2. THE MAX. FLOW RATE OF THE CONDENSED

WATER IS 0.53 GALLONS/HR AT 75% RELATIVE

HUMIDITY.

1/2"∅ DRAIN HOLE

TO BE LOCATED ON THE RIGHT SIDE OF THE

GANTRY (WHEN VIEWED FROM THE

FRONT). MIN. 4" FLOOR DRAIN AS REQUIRED PER

LOCAL CODE. PROVIDE SURFACE MOUNTED PULL

BOX OR SURFACE DUCT AS REQUIRED.

GANTRY (TOP VIEW FACING

FRONT OF THE GANTRY)

GANTRY (BACK

SIDE)

WALL

SINK

SIEMENS CONDENSATION WATER

HOSE (LENGTH: 32'-9",OUTSIDE

DIA. 3/8"). MAX. BENDING RADIUS

1 3/16".

WATER

DRAIN

HOSE

OUTLET

EX. CABLE

DUCT

H E

IG

H

T A

.F .F

MV MA 02 02 MA MV

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

664-CSI-1154W NUCLEAR MEDICINE PET- CT 2

SAN DIEGO, CA

IDS GROUP INC.

1 PETERS CANYON RD. STE. 130

IRVINE, CA 92606

949.387.8500

NOT FOR CONSTRUCTION

C U s e rs \J u lia n .P in e d a \D o c u m e n ts

\1

X

.0

-V

A S

D -N u c -M e d

M e c h

R

V T ju lia n

.p in e d a .r v t

/1 /2

:2

:4

P

M

PL-501

PLUMBING DETAILS

10/02/2020 Checker Author

NO SCALE4

TYPICAL PIPE SUPPORT DETAIL

NO SCALE3

TYPICAL PIPING PENETRATION FIRE RATED WALL DETAIL

NO SCALE2

TECHNICAL DATA TABLE DETAIL

NO SCALE1

CONDENSATE WATER DRAIN DETAIL

NO SCALE5

DRANE-KOOLER DETAIL

NO SCALE6

TOTAL ALERT INFINITY DETAIL

NO SCALE7

ZONE VALVE BOX DETAIL

Revisions: Date:

ISSUED FOR 65% C.D. 2019-04-12

ISSUED FOR 65% C.D. 2020-07-10

ISSUED FOR 65% C.D. 2020-09-02

RPM JP