SOW Att1.pdf

PDF 2 MB Posted Sep 8, 2026

Attached to: R425--LOTO M&O and Implementation
Solicitation number: 36C26226Q1193
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 22

About this file

Written by GovTribe AI · Sep 8, 2026

These are plumbing and fire suppression design documents for a seismic deficiency remediation project at the VA SCI & CLC Hospital located at 3350 La Jolla Village Drive, San Diego, California. The drawings are conformed set documents dated October 31, 2020, prepared by CannonDesign with consultants TTG and stamped by registered professional mechanical engineer Paul Q Iping Dong (License No. M029768, expiration 06/30/22).

The plumbing scope includes domestic cold and hot water systems, sanitary waste piping, medical gas distribution (vacuum, oxygen, and medical air), and a greywater recycling system for toilet flushing. The greywater system processes 20 gallons per minute through settling and multi-stage filtration, supporting approximately 286 fixture units for toilet and urinal flushing. Key plumbing components include a 240-gallon medical vacuum receiver tank, multiple legionella monitoring controllers, reverse osmosis equipment, pressure-reducing valves, and electric water heaters. The system serves a 176,939 square-foot, five-story hospital building with approximately 168 medical gas outlets distributed across patient rooms, exam areas, and operational spaces. The fire protection scope includes an automatic sprinkler system and standpipe system designed to NFPA 13 and 24 standards (2013 edition), with a 342,000-gallon underground fire storage reservoir, fire pump rated at 750 gallons per minute at 110 PSI, and jockey pump. The fire suppression system is divided into six zones across multiple floors with 2½-inch fire hose cabinets and connections throughout the building, including penthouse and roof-level protection.

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Other files

File	Type	Posted
36C26226Q1193 0001.docx	DOCX document	Sep 8, 2026
SOW Att2.pdf	PDF	Sep 8, 2026
LOTO RFI responses.docx	DOCX document	Sep 8, 2026
36C26226Q1193 0002.docx	DOCX document	Sep 8, 2026
SOW Att3.pdf	PDF	Sep 8, 2026
Questions.docx	DOCX document	Sep 8, 2026
36C26226Q1193_2.pdf	PDF	Aug 28, 2026
FMS Vendor File Update Request Form.pdf	PDF	Aug 28, 2026
W-9 Form.pdf	PDF	Aug 28, 2026
VA10091.pdf	PDF	Aug 28, 2026

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R E

PROFESS IONAL

ENG

E E

S T

T E

OF CA L I FORN

I A

No. M029768

Exp. 06/30/22

E C H A N I C A

P A

U L

Q I P I NG

N G

(949) 250-1500

656 FIFTH AVENUE STE 'A'

SAN DIEGO CA 92101

Drawing Title

Approved: Project Director

Project Title

Date

Location

Reviewed

Building Number

Project Number

Drawing Number

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of Facilities

Management o n e e ig h th in c h o n e fo o t 1 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231, OCT 1978

Department of Veterans Affairs

2 3 4 5 6

EBA

CONFORMED SET 2020-10/31

:0 :0

M C

R e v it

L o c a l F il e s \V

A S

C I_

P D e b b ie

.K w a n

.r v t

SEISMIC DEFICIENCY -

SCI & CLC HOSPITAL

3350 La Jolla Village Dr.

San Diego, CA 92037

PLUMBING SCHEDULES

PP502

664-401

10/31/2020

MEDICAL GAS ZONE VALVE ASSEMBLY

MEDICAL GAS ALARM PANEL

MEDICAL GAS SERVICE INLETS/OUTLETS

MEDICAL VACUUM RECEIVER TANK

SPECIALTIES

ELECTRIC WATER HEATER

LEGIONELLA MONITORING SCHEDULE LEGIONELLA MONITORING SCHEDULE

LEGIONELLA MONITORING CONTROLLER

(EXTERIOR)

3" & 4''

WITH POLYETHYLENE DOME, UNDERDECK CLAMP AND SUMP RECEIVER.

STAINLESS STEEL RECESSED HOSE SUPPLY BOX WITH DOOR AND HOSE BIBB WITH VACUUM BREAKER.

REMARKS

COLD WATER

3/4''

WASTE VENT

HOT WATER

MIN.ROUGH-IN/CONN.

DESCRIPTION

ROOF DRAIN

HOSE BIBB

MARK

RD-1

P-804

OD-1

DUCO CAST-IRON BODY WITH COMBINED FLASHING CLAMP AND GRAVEL STOP

STORM

FLOOR SINKFS-1

DUCO CAST-IRON BODY WITH COMBINED FLASHING CLAMP AND GRAVEL STOP

WITH POLYETHYLENE DOME, AND PVC STANDPIPE AND UNDERDECK CLAMP AND SUMP RECEIVER.

FD-2

CAST-IRON BODY AND FLASHING COLLAR WITH NICKEL BRONZE

TRACTOR GRATE 12"X12" SQUARE TOP AND SLOTTED SEDIMENT BUCKET. TRAP PRIMER CONNECTION.

FLOOR DRAIN

(MECHANICAL ROOM)

SQUARE RECEPTOR 12"X12"X6" DEEP CAST-IRON BODY WITH ACID RESISTANT PORCELAIN ENAMEL INTERIOR AND TOP, WITH WHITE

A.R.C. ANTI-SPLASH BOTTOM DOME STRAINER LESS GRATE.

---2" ---4"

--- 2"2"

CAPACITY

GALLON

REMARKS

INLET

TEMPERATURE RISE

@ 1.0 GPM

CONNECTIONS

OUTLET

DESCRIPTIONMARK

3/4" 3/4"

WATER HEATER

26-WH1

POINT-OF-USE

ELECTRICAL REQUIREMENTS

VOLTAGE PHASE AMPERAGE WATTS

6,240208V SINGLE 3043

OVERFLOW ROOF DRAIN 3" & 4''

FD-1 CAST-IRON FLOOR DRAIN WITH 5" DIAMETER NICKEL BRONZE STRAINER, FLASHING AND TRAP PRIMER CONNECTION.

FLOOR DRAIN

(TOILET RMS./LAUNDRY RMS.)

--------- 2"2"

TRAP PRIMERTP-1 PROVIDE TRAP PRIMER WITH ISOLATION VALVE AND STAINLESS STEEL 8"X8" ACCESS PANEL WITH DOOR.------ ------ 3/4''

ALARMING AND WITH INTERNET CONNECTIVITY AND WEB SERVING CAPABILITIES.

REMARKS

PHASE AMPS

120 ---

ELECTRICAL REQUIREMENTS

DESCRIPTION

LEGIONELLA MONITORING

MARK

26-LMP-1

PROGRAMMABLE LEGIONELLA CONTROLLER WITH SUPERVISION, DATA LOGGING,

VOLTAGE

---CONTROLLER/PANEL

INPUTS, ANALOG OUTPUTS AND DIGITAL OUTPUTS. BACNET/LONWORKS OR

CONTROLLER CAPABLE TO MONITOR POINTS OF CONFIGURED I/O UNIVERSAL

I/O UNIVERSAL INPUTS - 10K TYPE III THERMISTORS, 0-1000 OHM, 0-10V

MODBUS.

RELAY OUTPUTS - FORM A CONTACTS, 24 VAC @ 0.5 AMP RATED.

AND 0-20mA WITH EXTERNAL RESISTOR.

(LYNXSPRING INC. JENE SYS ONE)

ANALOG OUTPUTS - 0-10 VDC

(DWYER WM2-A-C-06)

MULTI-JET WATER METER, SIZE 1-INCH, 5-100 GPM, PULSE OUTPUT

OXIDENTI-24VAC, MYRON L COMPANY 720 SERIES

(11-INCHES SQUARE).

DECK DRAIN

DD-1

DUCO CAST-IRON BODY WITH FLASHING CLAMP AND UNDERDECK CLAMP AND BRONZE HEEL PROOF GRATE.

2" ------ ---

DECK DRAIN

DD-2

DUCO CAST-IRON BODY WITH FLASHING CLAMP AND 8-1/2" BRONZE ROUND TOP.

(BALCONY/TERRACE)

(WALKWAY)

(MONITORED)MARK

AREA

LOCATION

ELECTRICAL DATA

PHASEVOLT HERTZ

ROOMS SERVEDMARK LOCATION

SERVICE/SIZE

N No O MA MV

STORAGE TANK

VERTICAL ASME MEDICAL VACUUM

DESCRIPTIONMARK LOCATION

EXHAUSTCAPACITY INLET

CONNECTIONS

240 GAL.

RECEIVER

4" 4" 690 LBS.

OPERATING

WEIGHT REMARKS

115 SINGLE 60

SINGLE115 60

OVERALL DIMENSION

36"DIA. X 66-3/4''H

1-1/4''

- - 3/4''

MARK DESCRIPTION LOCATION MOUNTING

No. 0F OUTLETS

MANoN O MV

21-CEILING

SURGICAL CEILING

COLUMN (JSN A1120)

(RETRACTABLE)

1-1/4''

2''

PUMP ROOM 1B132C

AREA ALARM PANELS - MONITORED CONDITIONS

EXAM PATIENT HEADWALL W/

1--- 1 1

MEDICAL GAS SERVICE

INLETS/OUTLETS

HEADWALL 2--- 2 2

SCI PATIENT HEADWALL UNIT W/

UNIT

HALLWAY 1A148

HALLWAY 2A103B

HALLWAY 4A103

HALLWAY 3A166

HALLWAY 2B146

HALLWAY 4B130

HALLWAY 3B127

1'' 3/4''

3/4'' 3/4''

1-1/4'' 1''

2''1-1/4''

3/4'' 2''1-1/4''

1-1/2'' 2''1''

URODYNAMICS/CYSTOSCOPE RM. -

NURSE STATION 1A153

NURSE STATION

SOUTH 2A129

NURSE STATION

URODYNAMICS/CYSTOSCOPE RM.

HOUSE CARE 3A106A

NURSE STATION 3B118B

SINGLE115 60

26-VR1 200 PSIG RATED, ASME STAMP

NORTH 2B123

MGA-1

MGA-2

MGA-3

MGA-4

MGA-5

MGA-6

MGA-7

MGA-8

HOUSE CARE 4A112A

HOUSE CARE 4B104

ZVB-1

MGS-1

MGS-2

MGS-3

ZVB-2

ZVB-3

ZVB-4

ZVB-5

ZVB-6

ZVB-7

ZVB-8

CRITICAL

CONTROL MEASURE

CP-01

POINT

SYSTEM

CP-02

CP-03

CP-04

CP-05

CP-06

CP-07

CP-08

HWR

LOCATION

HWR IS MEASURED AT REMOTE LOCATIONSTORAGE

1A143 TO VERIFY TEMPERATURE

TEMP F

124 F MIN

HWR

HWR IS MEASURED AT REMOTE LOCATIONNURSE STATION

1A153 TO VERIFY TEMPERATURE

124 F MIN

HWR

HWR IS MEASURED AT REMOTE LOCATIONIDF

1A127 TO VERIFY TEMPERATURE

124 F MIN

CWR

CWR IS MEASURED AT REMOTE LOCATION

TO VERIFY TEMPERATURE

67 F MAX

IDF

1A127

CWR

CWR IS MEASURED AT REMOTE LOCATION

TO VERIFY TEMPERATURE

67 F MAX

EXAM RM.

1A159

CWR

CWR IS MEASURED AT REMOTE LOCATION

TO VERIFY TEMPERATURE

67 F MAX

STORAGE

1A143

CWR

CWR IS MEASURED AT REMOTE LOCATION

TO VERIFY TEMPERATURE

67 F MAX

STAFF LOUNGE

1A141

CP-09

CP-10

CP-11

CP-12

CP-13

CP-14

CP-15

CP-16

CW ---

CWR

FLOW OF RECIRCULATION OF COLD WATERPUMP RM.

1BA132C DISTRIBUTION SYSTEM IS MEASURED

HWR

CWR

CWR IS MEASURED AT REMOTE LOCATION

TO VERIFY TEMPERATURE

67 F MAX

STORAGE

1B102A

CWR

CWR IS MEASURED AT REMOTE LOCATION

TO VERIFY TEMPERATURE

67 F MAX

PHYSICAL/KINESIOLOGY

THERAPY 1B126

HWR

HWR IS MEASURED AT REMOTE LOCATIONRECREATIONAL THERAPY

STORAGE 1B115 TO VERIFY TEMPERATURE

124 F MIN

MECHANICAL RM.

1B132D

CWR

FLOW OF RECIRCULATION OF COLD WATERPUMP RM.

1BA132C DISTRIBUTION SYSTEM IS MEASURED

PUMP RM.

1BA132C

PUMP RM.

1BA132C

FLOW OF RECIRCULATION OF HOT WATER

DISTRIBUTION SYSTEM IS MEASURED

FLOW OF RECIRCULATION OF HOT WATER

DISTRIBUTION SYSTEM IS MEASURED

OXIDANT LEVELS MEASURED CONTINUOUSLY

AS WATER ENTERS THE BUILDING SERVING---

MECHANICAL RM.

1B132D THIRD, FOURTH AND FIFTH FLOORS

OXIDANT LEVELS MEASURED CONTINUOUSLY

AS WATER ENTERS THE BUILDING SERVING

FIRST AND SECOND FLOORS

CP-17 HW 130 F MAX

HW IS MEASURED AT REMOTE LOCATION

FOR MAIN/RISER TO VERIFY TEMPERATURE

CP-18 HWR

HWR IS MEASURED AT REMOTE LOCATIONPATIENT RM.

2A123 TO VERIFY TEMPERATURE

124 F MIN

PATIENT RM.

2A122

CW IS MEASURED AT REMOTE LOCATION

FOR MAIN/RISER TO VERIFY TEMPERATURE

CP-19 CW 67 F MAX

PATIENT RM.

2A123

CP-20 CWR 67 F MAX

CWR IS MEASURED AT REMOTE LOCATION

TO VERIFY TEMPERATURE

PATIENT RM.

2A122

CP-21 CWR 67 F MAX

CWR IS MEASURED AT REMOTE LOCATION

TO VERIFY TEMPERATURE

PATIENT RM.

2A139

CP-22 CWR 67 F MAX

CWR IS MEASURED AT REMOTE LOCATION

TO VERIFY TEMPERATURE

PATIENT RM.

2A139

CP-23 CWR 67 F MAX

CWR IS MEASURED AT REMOTE LOCATION

TO VERIFY TEMPERATURE

PATIENT RM.

2A129

CP-24 CWR 67 F MAX

CWR IS MEASURED AT REMOTE LOCATION

TO VERIFY TEMPERATURE

PATIENT RM.

2A113

CP-25 CWR 67 F MAX

CWR IS MEASURED AT REMOTE LOCATION

TO VERIFY TEMPERATURE

PATIENT RM.

2A107

CP-26 CWR 67 F MAX

CWR IS MEASURED AT REMOTE LOCATION

TO VERIFY TEMPERATURE

PATIENT RM.

2A107

CP-27 HWR

HWR IS MEASURED AT REMOTE LOCATIONPATIENT RM.

2B118 TO VERIFY TEMPERATURE

124 F MIN

CW IS MEASURED AT REMOTE LOCATION

FOR MAIN/RISER TO VERIFY TEMPERATURE

CP-28 CW 67 F MAX

CW IS MEASURED AT REMOTE LOCATION

FOR MAIN/RISER TO VERIFY TEMPERATURE

CP-29 CW 67 F MAX

PATIENT RM.

2B133

PATIENT RM.

2B118

CP-30 HW 130 F MAX

HW IS MEASURED AT REMOTE LOCATION

FOR MAIN/RISER TO VERIFY TEMPERATURE

PATIENT RM.

2B133

CWR 67 F MAX

CWR IS MEASURED AT REMOTE LOCATION

TO VERIFY TEMPERATURE

CP-31

RESP. WORK RM.

2B156

CP-32 HWR

HWR IS MEASURED AT REMOTE LOCATIONVISITOR LOUNGE

2B138 TO VERIFY TEMPERATURE

124 F MIN

CWR 67 F MAX

CWR IS MEASURED AT REMOTE LOCATION

TO VERIFY TEMPERATURE

CP-33

PATIENT RM.

2B155

CWR 67 F MAX

CWR IS MEASURED AT REMOTE LOCATION

TO VERIFY TEMPERATURE

CP-34

FAMILY KITCHEN

2B161

NURSE MANAGER OFFICE

2B120

CWR 67 F MAX

CWR IS MEASURED AT REMOTE LOCATION

TO VERIFY TEMPERATURE

CP-35

WHEELCHAIR STRETCHER

STORAGE 2B103

CWR 67 F MAX

CWR IS MEASURED AT REMOTE LOCATION

TO VERIFY TEMPERATURE

CP-36

RESIDENT RM.

3A120

CWR 67 F MAX

CWR IS MEASURED AT REMOTE LOCATION

TO VERIFY TEMPERATURE

CP-37

NOT USEDCP-38

CWR 67 F MAX

CWR IS MEASURED AT REMOTE LOCATION

TO VERIFY TEMPERATURE

CP-39

MEDICATION

3A129

CWR 67 F MAX

CWR IS MEASURED AT REMOTE LOCATION

TO VERIFY TEMPERATURE

CP-40

MEDICAL EQUIPMENT

STORAGE RM. 3A147

CWR 67 F MAX

CWR IS MEASURED AT REMOTE LOCATION

TO VERIFY TEMPERATURE

CP-41

CP-42 HWR

HWR IS MEASURED AT REMOTE LOCATION

TO VERIFY TEMPERATURE

124 F MIN

RESIDENT RM.

3A116

CP-43 HW 130 F MAX

HW IS MEASURED AT REMOTE LOCATION

FOR MAIN/RISER TO VERIFY TEMPERATURE

RESIDENT RM.

3A118

RESIDENT RM.

3A118

CW IS MEASURED AT REMOTE LOCATION

FOR MAIN/RISER TO VERIFY TEMPERATURE

CW 67 F MAXCP-44

CRITICAL

CONTROL MEASURE

CP-45

POINT

SYSTEM

CP-46

HWR

LOCATION

HWR IS MEASURED AT REMOTE LOCATION

TO VERIFY TEMPERATURE

TEMP F

124 F MIN

HW 130 F MAX

HW IS MEASURED AT REMOTE LOCATION

FOR MAIN/RISER TO VERIFY TEMPERATURE

SOCIAL WORK OFFICE

3B118

CP-47

CW IS MEASURED AT REMOTE LOCATION

FOR MAIN/RISER TO VERIFY TEMPERATURE

67 F MAXCW

CP-48

CP-49

CP-50

CP-51

CP-52

CP-53

CWR 67 F MAX

CWR IS MEASURED AT REMOTE LOCATION

TO VERIFY TEMPERATURE

CWR 67 F MAX

CWR IS MEASURED AT REMOTE LOCATION

TO VERIFY TEMPERATURE

CWR 67 F MAX

CWR IS MEASURED AT REMOTE LOCATION

TO VERIFY TEMPERATURE

CWR 67 F MAX

CWR IS MEASURED AT REMOTE LOCATION

TO VERIFY TEMPERATURE

NOURISHMENT KITCHEN

3B149

RESIDENT RM.

3B129

NURSE SUPERVISOR RM.

3B156

WHEELCHAIR'S STRETCHER

3B162

CWR 67 F MAX

CWR IS MEASURED AT REMOTE LOCATION

TO VERIFY TEMPERATURE

ANNUAL EVAL. RESIDENT

3B100

CP-54

CP-55

CP-56

CP-57

CP-58

CP-59

HWR

HWR IS MEASURED AT REMOTE LOCATIONRESIDENT RM.

4A127 TO VERIFY TEMPERATURE

124 F MIN

CW IS MEASURED AT REMOTE LOCATION

FOR MAIN/RISER TO VERIFY TEMPERATURE

67 F MAXCW

CW IS MEASURED AT REMOTE LOCATION

FOR MAIN/RISER TO VERIFY TEMPERATURE

67 F MAXCW

RESIDENT RM.

4A127

RESIDENT RM.

4A129

HW 130 F MAX

HW IS MEASURED AT REMOTE LOCATION

FOR MAIN/RISER TO VERIFY TEMPERATURE

RESIDENT RM.

4A129

CP-60

CP-61

CWR 67 F MAX

CWR IS MEASURED AT REMOTE LOCATION

TO VERIFY TEMPERATURE

CWR 67 F MAX

CWR IS MEASURED AT REMOTE LOCATION

TO VERIFY TEMPERATURE

CWR 67 F MAX

CWR IS MEASURED AT REMOTE LOCATION

TO VERIFY TEMPERATURE

CWR 67 F MAX

CWR IS MEASURED AT REMOTE LOCATION

TO VERIFY TEMPERATURE

RESIDENT RM.

4A137

DEN

4A136

MEDICATION RM.

4A112A

MEDICATION RM.

4A112A

CP-62 CWR 67 F MAX

CWR IS MEASURED AT REMOTE LOCATION

TO VERIFY TEMPERATURE

DEN

4A136

CP-63

CP-64

CP-65

CP-66

CP-67

CP-68

CP-69

CP-70

HWR

HWR IS MEASURED AT REMOTE LOCATION

TO VERIFY TEMPERATURE

124 F MIN

CW IS MEASURED AT REMOTE LOCATION

FOR MAIN/RISER TO VERIFY TEMPERATURE

67 F MAXCW

HW 130 F MAX

HW IS MEASURED AT REMOTE LOCATION

FOR MAIN/RISER TO VERIFY TEMPERATURE

CWR 67 F MAX

CWR IS MEASURED AT REMOTE LOCATION

TO VERIFY TEMPERATURE

CWR 67 F MAX

CWR IS MEASURED AT REMOTE LOCATION

TO VERIFY TEMPERATURE

CWR 67 F MAX

CWR IS MEASURED AT REMOTE LOCATION

TO VERIFY TEMPERATURE

CWR 67 F MAX

CWR IS MEASURED AT REMOTE LOCATION

TO VERIFY TEMPERATURE

CWR 67 F MAX

CWR IS MEASURED AT REMOTE LOCATION

TO VERIFY TEMPERATURE

RESIDENT RM.

4B123

RESIDENT BATHROOM

4B123A

RESIDENT BATHROOM

4B123A

BARBER/BEAUTY SHOP

4B161

BARBER/BEAUTY SHOP

4B161

RESIDENT BATHROOM

4B109

NURSE SUPERVISOR

4B158

RESIDENT BATHROOM

4B156

MEDICAL GAS SERVICE

INLETS/OUTLETS

HEADWALL

UNIT

115 SINGLE 60HALL 1B105

MEDICAL VACUUM, OXYGEN AND MEDICAL AIR PIPELINES

MGA-9

MECHANICAL ROOM (SOURCE)

CWR 67 F MAX

CWR IS MEASURED AT REMOTE LOCATION

TO VERIFY TEMPERATURE

PHARMACY OFFICE

3B159

SOCIAL WORK OFFICE

3B118

SOCIAL WORK OFFICE

3B117

MEDICAL EQUIPMENT

STORAGE RM. 3A147

CP-71 CWR 67 F MAX

CWR IS MEASURED AT REMOTE LOCATION

TO VERIFY TEMPERATURE

RESIDENT BATHROOM

4B102

CP-72 CWR 67 F MAX

CWR IS MEASURED AT REMOTE LOCATION

TO VERIFY TEMPERATURE

RESIDENT BATHROOM

4B111

CP-73 HWR

HWR IS MEASURED AT REMOTE LOCATION

TO VERIFY TEMPERATURE

124 F MIN

CP-74 HW 130 F MAX

HW IS MEASURED AT REMOTE LOCATION

FOR MAIN/RISER TO VERIFY TEMPERATURE

PUMP RM.

1BA132C

PHYSICAL/KINESIOLOGY

THERAPY 1B126

RESIDENT RMS. 4B101, 4B102, 4B108, 4B118, 4B119, 4B120, 4B123, 4B124, 4B136,

4B142, 4B143, 4B147, 4B151, 4B152, 4B153, 4B155, 4B156 & 4B157, BARIATRIC

RMS. 4B111 & 4B132 ISOLATION RMS. 4B109 & 4B135

RESIDENT RMS. 3B107, 3B108, 3B110, 3B116, 3B117, 3B145, 3B146,

3B149, 3B150 & 3B151, ANNUAL EVAL. RESIDENT RMS. 3B100, 3B101 &

3B104 AND ISOLATION BEDROOMS 3B129 & 3B137

PATIENT RMS. 2B108, 2B109, 2B110, 2B117, 2B118, 2B133, 2B140, 2B142,

2B143, 2B144, 2B153, 2B154, 2B155, 2B101, 2B102 & 2B104

RESIDENT RMS. 4B101, 4B102, 4B108, 4B118, 4B119, 4B120, 4B123, 4B124, 4B136,

4B142, 4B143, 4B147, 4B151, 4B152, 4B153, 4B155, 4B156 & 4B157, BARIATRIC

RMS. 4B111 & 4B132 ISOLATION RMS. 4B109 & 4B135

RESIDENT RMS. 3B107, 3B108, 3B110, 3B116, 3B117, 3B145, 3B146,

3B149, 3B150 & 3B151, ANNUAL EVAL. RESIDENT RMS. 3B100, 3B101 &

3B104 AND ISOLATION BEDROOMS 3B129 & 3B137

PATIENT RMS. 2B108, 2B109, 2B110, 2B117, 2B118, 2B133, 2B140, 2B142,

2B143, 2B144, 2B153, 2B154, 2B155, 2B101, 2B102 & 2B104

RESIDENT RMS. 4A114, 4A115, 4A116, 4A123, 4A124, 4A125, 4A127,

4A129, 4A130, 4A131 & 4A137

BARIATRIC BEDROOM 3A111, RESIDENT RMS. 3A112, 3A113, 3A119, 3A121,

3A122, 3A123, 3A126, 3A127, 3A128 & ISOLATION BEDROOM 3A131

PATIENT RMS. 2A116, 2A119, 2A120, 2A122, 2A123, 2A125,

2A135, 2A136, 2A138, 2A139, 2A141, 2A144, 2A146 & 2A148

URO. EXAM TREATMENT 1A149 AND 1A152, EXAM RMS.1A155,

1A157, 1A158 & 1A159

URODYNAMIC/CYSTOSCOPY 1A46

URO. EXAM TREATMENT 1A49 AND 1A52, EXAM RMS.1A55,

1A57, 1A58 & 1A59

RESIDENT RMS. 4A114, 4A115, 4A116, 4A123, 4A124, 4A125, 4A127,

4A129, 4A130, 4A131 & 4A137

BARIATRIC BEDROOM 3A111, RESIDENT RMS. 3A112, 3A113, 3A119, 3A121,

3A122, 3A123, 3A126, 3A127, 3A128 & ISOLATION BEDROOM 3A131

PATIENT RMS. 2A116, 2A119, 2A120, 2A122, 2A123, 2A125,

2A135, 2A136, 2A138, 2A139, 2A141, 2A144, 2A146 & 2A148

VACUUM LOW

MEDICAL AIR LOW LINE PRESSURE

MEDICAL AIR HIGH LINE PRESSURE

OXYGEN HIGH LINE PRESSURE

OXYGEN LOW LINE PRESSURE

CC-1 CONDENSATE COOLER 1" ARMSTRONG CONDENSATE DRAIN COOLER MODEL CC-40 32-13/16" HEIGHT x 15" DIA. WITH 1" CW CONNECTION & 2" INLET HOT CONDENSATE DRAIN PIPE FROM MECHANICAL HUMIDIFIER TO 2-1/2" DRAIN COOLER OUTLET MOUNTED ON WALL WITH BRACKET AND

UNIT STRUT W/ GALV. STEEL CLAM & STRAPS REFER TO DETAIL # 9 /PP403

CC-2

CONDENSATE COOLER 1" DRISTEEM-DRANE-KOOLER CONDENSATE DRAIN COOLER 10.5" HEIGHT x 7.5" DIA. WITH 1/2" CW CONNECTION & 1" INLET HOT

CONDENSATE DRAIN PIPE INCREASER TO 2" HOT CD & 2" DRAIN OUTLET FROM MECHANICAL CLEAN STEAM EQUIPMENT MOUNTED ON WALL/FLOOR WITH BRACKET AND UNIT STRUT W/GALV. STEEL CLAM & STRAPS DISCHARGE 2" DRAIN INTO NEREAST FLOOR SINK

NT-1

NEUTRALIZATION TANK ORION NEUTRALIZATION TANK TK5 30/10 GALLONS CAP. 30.5" HEIGHTx 17.25" DIA. MOUNTED ON FLOOR AND ANCHORE TO WALL WITH

1-1/2" Wx20 GAUGE THICK GALVANIZED SRTEEL STRAP & BOLTS OR SCREWS. REFER TO DETAIL # 9/PP403 2"

RELIEF- --------- ---

PRV-1 & 2 PRESSURE REDUCING VALVES 2"

VICTAULIC PRESSURE REDUCING VALVES STATION LEAD FREED SERIES 386A WITH STRAINER AND BALL VALVES SET TO 60 PSI BOTH PRVS WITH REDUCER AND INCREASER FITTINGS AND FREE STANDING RACK MOUNTED ON FLOOR VICTAULIC SERIES 360

REFER TO DETAIL # 10/PP403

RPBFP-1 REDUCED PRESSURE

BACKFLOW PREVENTER

2" ZURN -WOILKIN REDUCED BACKFLOW-PREVENTER LEAD FREE MODEL 975XLQT REFER TO DETAIL # 10/PP403

3" ------ ---

TRENCH DRAIN

TD-1

ZURN, MODEL NO. Z884-HPP, ADA, CLASS A GRADE, HEEL PROOF; MODULAR CHANNEL SECTIONS MADE OF 0% ABSORBENT

POLYPROPYLENE. 2" NO-HUB BOTTOM OUTLET , CAST IRON SLOTTED GRATE

(BALCONY/TERRACE)

RFI 8352283

T A

T S

E C C

CFO FILA

A I

CRADE H

E T

REN.: 10-31-21

NO. C-28367

DAVID HUNT

ktabaknek Text Box 619-398-0215

R E

PROFESS IONAL

ENG

E E

S T

T E

OF CA L I FORN

I A

No. M029768

Exp. 06/30/22

E C H A N I C A

P A

U L

Q I P I NG

N G

(949) 250-1500

656 FIFTH AVENUE STE 'A'

SAN DIEGO CA 92101

Drawing Title

Approved: Project Director

Project Title

Date

Location

Reviewed

Building Number

Project Number

Drawing Number

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of Facilities

VA FORM 08-6231, OCT 1978

Department of Veterans Affairs

2 3 4 5 6

EBA

CONFORMED SET 2020-10/31

:2 :3

M C

R e v it

L o c a l F il e s \V

A S

C I_

P S a m e e r.

V .A n u p o ju .r v t

SEISMIC DEFICIENCY -

SCI & CLC HOSPITAL

3350 La Jolla Village Dr.

San Diego, CA 92037

PLUMBING SCHEDULES

PP503

664-401

10/31/2020

60SINGLE11520

REMARKS

PHASE HzVOLT

ELECTRICAL DATA

FLOW RATE (GPM)

PROCESSING

LOCATIONDESCRIPTIONMARK

26-GTS1

LIQUID

CAPACITY

MARK DESCRIPTION LOCATION

CONNECTIONS

INLET OUTLET

REMARKS

DIMENSIONS

LENGTH WIDTH HEIGHT

WEIGHT

(LBS.)DIAMETER

PROCESSING SKID

26-HT2

STAGING TANK

TREATED/FILTERED WATER

NA NA1,000 GAL.

26-HT3

SETTLING TANK

SANITATION/CLHORINATION

NA NA200 GAL.

SYSTEM. 1.5 HP PUMP RATED FOR 20 GPM @ 50 PSI (460/3/60), 3-WAY MOTORIZED VALVE AND SOLENOID VALVE , PUMP ROOM

ALCOVE

1B132B

PUMP ROOM

ALCOVE

1B132B

1'' MAKE-UP

WATER (RINSE)

2'' OVERFLOW

1'' PUMPED

3'-6" 6'-6"

5'-0" 9'-1"

TO PROCESSING

SKID

1-1/2'' PGW

CHLORINE IS ADDED TO GREYWATER SETTLING/STAGING TANK TO PROVIDE INITIAL SANITATION VIA CHLORINATION

INSTALLED IN GREYWATER (RAW) SUPPLY FROM HOLDING TANK REQUIRES 115 VOLTS, CONICAL BOTTOM TANK, NA

2'' OVERFLOW

SKID

4" TREATED/

TO TRIPLEX

2'' FROM

PROCESSING

1'' MAKE-UP

WATER

CHLORINE SENSOR AND LEVEL SENSOR INCLUDED WITH GREYWATER SETTLING TANK ACCESSORIES.

FILTERED WATER

PUMPING SYSTEM

60THREE460

PRESSURE ZONE DESIGN CALCULATIONS

WATER CALCULATION - LOW ZONE

MAIN PRESSURE (PSI) @ BLDG. NO. 2 CENTRAL PLANT

ELEVATION LOSS FROM CENTRAL PLANT (IE.315.00) TO

FIRST FLOOR LEVEL OF SCI BUILDING (IE. 347.00)

INCOMING PRESSURE AVAILABLE AT THE SCI BUILDING FIRST FLOOR LEVEL

PRESSURE REGULATOR SET @ 80 PSI AND 70 PSI

FALL-OFF PRESSURE THRU PRESSURE REGULATOR

RESIDUAL REQUIREMENT PER VA PLUMBING DESIGN MANUAL

ELEVATION LOSS FROM FIRST TO SECOND FLOOR LEVELS (16 FT.)

DEVELOPED LENGTH (605 FT.)

(NOTE: FROM ENTRANCE @ TUNNEL FOR SCI BUILDING)

PRESSURE AVAILABLE

CALCULATED ALLOWABLE DROP (PSI/100 FT.)

___PSI X 100 FT. / ___ FT. (DEVELOP LENGTH) = ___PSI/100 FT.

WATER CALCULATION - HIGH ZONE

MAIN PRESSURE (PSI) @ BLDG. NO. 2 CENTRAL PLANT

ELEVATION LOSS FROM CENTRAL PLANT (IE.315.00) TO

THIRD FLOOR LEVEL OF SCI BUILDING (IE. 379.00)

INCOMING PRESSURE AVAILABLE AT THE SCI BUILDING THIRD FLOOR LEVEL

RESIDUAL REQUIREMENT PER VA PLUMBING DESIGN MANUAL

ELEVATION LOSS FROM THIRD TO ROOF LEVELS (66-32 FT.)

DEVELOPED LENGTH (646 FT.)

(NOTE: FROM ENTRANCE @ TUNNEL FOR SCI BUILDING)

PRESSURE AVAILABLE

CALCULATED ALLOWABLE DROP (PSI/100 FT.)

___PSI X 100 FT. / ___ FT. (DEVELOP LENGTH) = ___PSI/100 FT.

=105 PSI

= 14 PSI

= 91 PSI

= 10 PSI

= 35 PSI

= 7 PSI

= 18 PSI

= 2.9 PSI

=105 PSI

= 28 PSI

= 77 PSI

= 35 PSI

= 15 PSI

= 27 PSI

= 4.1PSI

0.7

1.4

43.4

2.8

37.8

74.2

0.7

1.4

BUILDING SERVICE WATER PIPE SIZE CALCULATION

TOTAL COLD & HOT WATER DEMAND FOR FIRST & SECOND FLOORS

FIXTURE QUANITY WSFU TOTAL

P-510 EXAM/TREATMENT SINK

P-514 SINK (STAFF) (HAND WASHING)

P-404/413/418 LAVATORIES (PATIENT)

P-413/414 LAVATORIES (PUBLIC/STAFF)

P-711 SHOWERS (PATIENT)

P-701 SHOWERS (PUBLIC/STAFF)

P-528 NURSE'S SINK

P-520 SURGEON'S SCRUB-UP SINK

P-420 ANTE ROOM SINK

P-505 CLINICAL SERVICE SINK

P-512 SOILED UTILITY SINK

P-528 CLEAN UTILITY SINK

P-528 SINK, OTHER

P-528 SINK (MEDICATION)

P-502 SERVICE SINK

P-528 NOURISHMENT SINK

P-302 BATHTUB/SHOWER COMBINATION

P-528 STAFF LOUNGE SINK

P-808 CLOTHES WASHER

P-521 LAUNDRY SINK

PROCESSING CLEAN-UP STATION

P-528 URODYNAMICS SINK

P-101 WATER CLOSET, FV (PUBLIC)

P-107 WATER CLOSET, FV (PRIVATE)

P-202 URINAL

TOTAL WSFU - 799.95

TOTAL COLD & HOT WATER DEMAND FOR THIRD & FOURTH FLOORS

FIXTURE QUANITY WSFU TOTAL

SHAMPOO SINK

P-514 SINK (STAFF) (HAND WASHING)

P-404/413/418 LAVATORIES (PATIENT)

P-413/414 LAVATORIES (PUBLIC/STAFF)

P-711 SHOWERS (PATIENT)

P-528 NURSE'S SINK

P-420 ANTE ROOM SINK

P-505 CLINICAL SERVICE SINK

P-512 SOILED UTILITY SINK

P-528 CLEAN UTILITY SINK

P-528 SINK, OTHER

P-528 SINK (MEDICATION)

P-502 SERVICE SINK

P-524 DBL. COMP'T SINK

P-530 3-COMP'T SINK

P-528 STAFF LOUNGE SINK

P-808 CLOTHES WASHER

P-521 LAUNDRY SINK

P-101 WATER CLOSET, FV (PUBLIC)

P-107 WATER CLOSET, FV (PRIVATE)

TOTAL WSFU - 858.75

TOTAL WSFU - 1,658.7 WHICH EQUATES TO 290 GAL./MIN. - 4-INCH PIPE SIZE.

NOTE: RECYCLED WATER SYSTEM BEING USED FOR TOILET FLUSHING THAT IS

BEING COLLECTED FROM THE FIXTURES CONNECTED TO THE GREYWATER SYSTEM

COLLECTED AND FILTERED.

1.5

697.5

1.5

186.75

0.5

2.0

1,050.25

1.28

787.2

0.125

2.5

789.7

N/A

4 2 8 2 8 2 8

2 2 4 2 4 2 4

78 2 156 2 156 2 156

4 1 4 1 4 1 4

2 1 2 1 2 1 2

1 1 1 2 2 3 3

175 176 177

P-604 ELECTRIC WATER COOLER 2 0.25 0.5

P-528 OUTSIDE TERRACE SINK 1 2 2

FIBER SCOPE WASHER 1 2 2

P-601 BOTTLE FILLING STATION 1 0.25 0.25

P-516 HAND SINK 1 22

P-604 ELECTRIC WATER COOLER 2 0.25

P-601 BOTTLE FILLING STATION 1 0.25 0.25

0.5

P-711 SHOWERS (STAFF) 1 44

GREY WATER PRODUCTION SHALL BE BASED THE NUMBER OF PLUMBING FIXTURES

LISTED WHICH ARE CONNECTED TO THE GREY WATER SYSTEM AND THE FOLLOWING

KEY ASSUMPTIONS:

THE NUMBER OF BATHTUB/SHOWERS (PATIENT/STAFF)

AVERAGE LENGTH OF SHOWER (MINUTES)

SHOWER HEAD FLOW RATE (GPM)

TOTAL GREY WATER PRODUCTION PER DAY (GALLONS) (MAXIMUM)

(BATHTUBS/SHOWERS)

NUMBER OF LAVATORIES (PATIENT)

AVERAGE USAGE (MINUTES/DAY/PERSON)

LAVATORY FLOW RATE (GPM)

TOTAL GREY WATER PRODUCTION PER DAY (GALLONS) (MAXIMUM)

(LAVATORIES - PATIENT)

NUMBER OF PERSONS (STAFF/PUBLIC)

AVERAGE USAGE (MINUTES/DAY/PERSON)

LAVATORY FLOW RATE (GPM)

TOTAL GREY WATER PRODUCTION PER DAY (GALLONS)

(LAVATORIES - STAFF/PUBLIC)

NUMBER OF HAND WASHING SINKS (STAFF)

AVERAGE USAGE (MINUTES/DAY/PERSON)

LAVATORY FLOW RATE (GPM)

TOTAL GREY WATER PRODUCTION PER DAY (GALLONS)

(HAND WASHING SINKS -STAFF)

TOTAL GREY WATER PRODUCTION PER DAY (GALLONS)

GREY WATER DEMAND

NUMBER OF WATER CLOSETS (PATIENT/STAFF/PUBLIC)

NUMBER OF TOILET FLUSHES PER DAY

WATER CLOSET FLOW RATE (GAL./FLUSH)

TOTAL TOILET FLUSHING WATER DEMAND (GALLONS)

NUMBER OF URINALS (PUBLIC)

NUMBER OF URINAL FLUSHES PER DAY

URINAL FLOW RATE (GAL./FLUSH)

TOTAL URINAL FLUSHING WATER DEMAND (GALLONS)

TOTAL GREY WATER DEMAND PER DAY (GALLONS)

THE COMMERCIAL GREY WATER TREATMENT SYSTEM SPECIFIED IS DESIGNED TO

PROCESS 2 -3 GPM OR 3,000 GPD.

PACKAGE BOOSTER PUMPING SYSTEM USED FOR TOILET FLUSHING IS BASED ON THE

FOLLOWING DESIGN CRITERIA:

THE TOTAL NUMBER OF WATER CLOSETS (PATIENT/STAFF/PUBLIC)

THE TOTAL NUMBER OF FIXTURE UNITS (WSFU)

DEMAND FLOW RATE (GPM)

DEVELOPED LENGTH OF PIPING SYSTEM (FT.)

STATIC LIFT (PSI) (NOTE: FROM PUMP DISCHARGE TO HIGHEST

FIXTURE - ELEVATION 69 FT. X 0.433 PSI/FT.)

PIPE FRICTION LOSSES (PSI) (SIZING BASED ON 3 PSI/100FT.)

RESIDUAL PRESSURE REQUIRED (PSI)

SYSTEM PRESSURE REQUIRED (PSI)

SUCTION PRESSURE AT THE PUMPS (PSI)

REQUIRED PUMP BOOST (PSI)

THE PACKAGED BOOSTER PUMPING SYSTEM SPECIFIED IS A TRIPLEX SYSTEM WITH

(1) 7.5 HP. PUMP RATED FOR 70 GPM AND (2) 10 HP. PUMPS EACH RATED FOR

NUMBER OF LAVATORIES (STAFF/PUBLIC) 40

PERCENT OF TOTAL PEOPLE BATHING/SHOWERING 50

GREY WATER PRODUCTION

THE TOTAL NUMBER OF URINALS (STAFF/PUBLIC) 1

140 GPM @ 219 FT. OF

THD.

BUILDING SERVICE SANITARY WASTE PIPE SIZE CALCULATION

TOTAL DFU FOR SCI/CLC BUILDING

FIXTURE QUANITY DFU TOTAL

P-510 EXAM/TREATMENT SINK

P-528 NURSE'S SINK

P-520 SURGEON'S SCRUB-UP SINK

P-420 ANTE ROOM SINK

P-505 CLINICAL SERVICE SINK

P-512 SOILED UTILITY SINK

P-528 CLEAN UTILITY SINK

6-INCH HUB DRAIN

P-528 MEDICATION SINK

P-502 SERVICE SINK

P-528 NOURISHMENT SINK

P-528 STAFF LOUNGE SINK

P-808 CLOTHES WASHER

P-521 LAUNDRY SINK

P-528 URODYNAMICS SINK

P-101 WATER CLOSET, FV (PUBLIC)

P-107 WATER CLOSET, FV (PRIVATE)

P-202 URINAL

TOTAL WSFU - 1,104

FLOOR SINK 8 6 48

P-SHAMPOO SINK 2 3 6

P-524 DBL. COMP'T KITCHEN SINK 10 3 30

PROCESSING SINK

P-528 INTERNET CAFE SINK

P-528 ACTIVITIES/WORK SINK

P-528 OCCUPATIONAL THERAPY SINK 5 3 15

NOTE: 6-INCH HUB DRAIN PROVIDE FOR POOL FILTER BACKWASH @ 143 GAL./MIN.

P-524 DBL. COMP'T KITCHEN SINK 3 2 6

SHAMPOO SINK 2 42

NOTE: MEDICAL AIR PROVIDED BY (4) EXISTING GARDNER DENVER UNITS

MODEL 15EWTR45W, NFPA 99 OIL-LESS COMPRESSORS, 15 HP. EACH

LOCATED IN BUILDING No.2 - BOILER PLANT & CO-GENERATION.

NOTE: MEDICAL SURGICAL VACUUM PROVIDED BY (3) EXISTING BUSCH R5

ROTARY VANE AIR COOLED VACUUM PUMP MODEL RC0630, 25 HP. EACH

LOCATED IN BUILDING No.2 - BOILER PLANT & CO-GENERATION.

NOTE: OXYGEN PROVIDED BY EXISTING BULK CRYOGENIC OXYGEN FROM

AIR PRODUCTS INC WHICH CONSIST OF A 6,000 GAL. AND A 500 GAL.

VERTICAL PRIMARY AND SECONDARY LIQUID OXYGEN STORAGE TANKS.

HIGH DENSITY POLYETHYENE ABOVE GROUND TANK WITH 18"DIAMETER MANWAY COVER AND FLANGED INLET CONNECTIONS, LEVEL TRANSMITTER, AIR GAP FOR MUNICIPAL WATER MAKE-UP, CHLORINE RECIRCULATING LOOP

CONSISTING OF PIPING AND VALVE AND RECIRCULATING CHLORINE PUMP 460/3/60, 0.6 HP.

PUMP ROOM ALCOVE

1B132B

COMMERICAL GREYWATER

TREATMENT SYSTEM

DISC FILTER, MULTI-MEDIA FILTER WITH

DIFFERENTIAL PRESSURE SWITCH, CARBON FILTER,

CHLORINE CONCENTRATE RECIRCULATING PUMP,

CHLORINE DOSING PUMP, 6 GALLON CHLORINE

CONCENTRATION TANK, UV STERILIZER, CONTROL

PANEL AND PRE-PLUMB ON SKID.

SYSTEM TO INCLUDE THE FOLLOWING ITEMS/COMPONENTS: SETTLING TANK, STAGING TANK AND

PRESSURIZATION TRIPLEX PUMPING SYSTEM. THE GREYWATER TREATMENT SYSTEM TO BE DESIGNED TO EMPTY

THE SUMP (HOLDING TANK) EVERY 24 HOURS.

MEDICAL GAS USAGE

MEDICAL AIR:

168 OUTLETS X 1.0 SCFM PER OUTLET X 10% DIVERSITY FACTOR = 16.8 SCFM

6 OUTLETS X 1.0 SCFM PER OUTLET X 25% DIVERSITY FACTOR = 1.5 SCFM

1 OUTLETS X 1.0 SCFM PER OUTLET X 100% DIVERSITY FACTOR = 1.0 SCFM

TOTAL = 19.3 SCFM

MEDICAL VACUUM:

168 INLETS X 1.0 SCFM PER OUTLET X 10% DIVERSITY FACTOR = 16.8 SCFM

6 INLETS X 1.0 SCFM PER OUTLET X 25% DIVERSITY FACTOR = 1.5 SCFM

2 INLETS X 1.0 SCFM PER OUTLET X 100% DIVERSITY FACTOR = 2.0 SCFM

TOTAL = 20.3 SCFM

OXYGEN:

168 OUTLETS X 1.0 SCFM PER OUTLET X 10% DIVERSITY FACTOR = 16.8 SCFM

6 OUTLETS X 1.0 SCFM PER OUTLET X 25% DIVERSITY FACTOR = 1.5 SCFM

3 OUTLETS X 1.0 SCFM PER OUTLET X 100% DIVERSITY FACTOR = 3.0 SCFM

TOTAL = 21.5 SCFM

0.331 5,000

0.500 3,000

0.507 1,900

0.441 1,000

0.451

0.509

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

ALLOWABLE FRICTION LOSS 0.55 PSI/100FT.

NOTE: BASED ON A DEVELOPED LENGTH OF 952 FT.

PRESSURE LOSS

FLOW (LPM)

PIPE SIZE

0.331 5,000

0.500 3,000

0.507 1,900

0.441 1,000

0.451

0.509

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

ALLOWABLE FRICTION LOSS 0.52 PSI/100FT.

NOTE: BASED ON A DEVELOPED LENGTH OF 952 FT.

PRESSURE LOSS

FLOW (LPM)

PIPE SIZE

TOTAL

URODYNAMICS

CYSTOSCOPY (MGS-1)

URODYNAMICS

EXAM/TREATMENT

ROOM (MGS-2)

EXAM/TREATMENT

ROOM (MGS-2)

ONE-BED

PATIENT/RESIDENT

ROOM (LONG TERM

CARE)(MGS-3)

ONE-BED BARIATRIC

PATIENT ROOM

(MGS-3)

ISOLATION PATIENT

ROOM, NEGATIVE

PRESSURE (MGS-3)

NOTES:

0.320 0.312 4"2-1/2"

0.314

0.303

0.282

0.369

0.540

3"2"1-1/2"1"3/4" ALLOWABLE FRICTION LOSS 0.32 in. Hg/100FT.

NOTE: BASED ON A DEVELOPED LENGTH OF 928 FT.

PRESSURE LOSS

FLOW (SCFM)

PIPE SIZE

3. ARRANGE HANGERS TO PREVENT TRANSMISSION OF VIBRATION FROM PIPING TO BUILDING STRUCTURE AND ALLOW FOR EXPANSION AND CONTRACTION TO HANGERS AND SUPPORTS.

2. PROVIDE 18 GAGE GALVANIZED STEEL SHIELD OVER INSULATION, MINIMUM 6 INCHES LONG AT PIPE SUPPORT FOR INSULATED COLD AND HOT WATER PIPING. SHIELDS FOR VERTICAL COPPER PIPE RISERS SHALL BE SHEET LEAD.

PVC COATED STEEL

(GALVANIZED) RISER

CLAMP

GALVANIZED STEEL, ADJUSTABLE BAND HANGER WITH PLASTIC COATING

GALVANIZED STEEL, ADJUSTABLE SWIVEL, SPLIT RING OR CLEVIS

STEEL (GALVANIZED)

RISER CLAMP

3/8"

3/8" UP TO 2" AND

1/2" FOR 2-1/2"

AND LARGER

1/2"CARBON STEEL,

COPPER PLATED

CARBON STEEL,

COPPER PLATED

CARBON STEEL,

COPPER PLATED

CARBON STEEL RING, ADJUSTABLE SWIVEL, COPPER PLATED

1/2"

1/2'

3/8" FOR 2" AND

SMALLER AND 12"

FOR 2-1/2" AND

3" AND 5/8" FOR

4" AND LARGER

1/2" FOR 3" AND

SMALLER AND 5/8"

FOR 4" AND LARGER

STEEL RISER CLAMP

1-1/2" PIPE SIZE AND SMALLER - MALLEABLE IRON, ADJUSTABLE SWIVEL,

SPLIT RING AND 2" PIPE SIZE AND LARGER - CARBON STEEL, ADJUSTABLE,

CLEVIS.

1/2" TO 1-1/2" PIPE SIZE - MALLEABLE IRON, ADJUSTABLE SWIVEL, SPLIT

RING

2" AND LARGER COLD PIPE SIZE - CARBON STEEL, ADJUSTABLE, CLEVIS.

2" TO 4" HOT PIPE SIZE - CARBON STEEL, ADJUSTABLE, CLEVIS

STEEL RISER CLAMP

1-1/2" PIPE SIZE - MALLEABLE IRON, ADJUSTABLE SWIVEL, SPLIT RING AND

2" PIPE SIZE AND LARGER - CARBON STEEL, ADJUSTABLE, CLEVIS.

104POLYVINYL CHLORIDE (PVC) ASTM D1785 SCH. 80REVERSE OSMOSIS DE-IONIZED WATER

STEEL (GALVANIZED) SCH. 40, 3" DIAMETER AND

SMALLER

PUMPED GREYWATER

COPPER TUBING (ASTM B88) 1-1/2" DIAMETER

AND LARGER

RECYCLED WATER

COPPER TUBING (ASTM B88) 1-1/4" DIAMETER

AND SMALLER

RECYCLED WATER

COPPER TUBING (ASTM B88/ASTM

B819/OXY/MED) 1-1/4" DIAMETER AND SMALLER

LABORATORY AIR (NON-MEDICAL)

COPPER TUBING (ASTM B88/ASTM

B819/OXY/MED) 1-1/2" DIAMETER AND LARGER

COPPER TUBING (ASTM B88/ASTM

B819/OXY/MED) 1-1/4" DIAMETER AND SMALLER

DOMESTIC COLD, HOT AND HOT WATER

RETURN

MEDICAL GASES

DOMESTIC COLD, HOT AND HOT WATER

RETURN

DWV, SANITARY, GREYWATER AND

STORM DRAINAGE

1. THE MAXIMUM HORIZONTAL SPACING OF CAST-IRON PIPE HANGERS SHALL BE INCREASED TO 10 FEET WHERE 10-FOOT LENGHTS OF PIPE ARE INSTALLED.

COPPER TUBING (ASTM B88) 1-1/2" DIAMETER

AND LARGER

COPPER TUBING (ASTM B88) 1-1/4" DIAMETER

AND SMALLER

CAST-IRON PIPE, STANDARD WEIGHT

GREYWATER TREATMENT SYSTEM

STORAGE TANKS

PIPING MATERIAL

MAXIMUM

PIPE SUPPORT - HANGER SPACING

HORIZONTAL

SPACING

(FEET)

MAXIMUM

VERTICAL

SPACING

(FEET)

SERVICE

SUPPORT

HORIZONTAL

SUPPORT

VERTICAL

HANGER ROD

DIAMETER

(INCHES)

MEDICAL VACUUM SIZING CHART

QUANTITY

MEDICAL AIR

NUMBER OF

ROOM NAME

DEMAND CALCULATION

MEDICAL GAS STATION INLET/OUTLET TABULATION CHART

OUTLETS

TOTAL

MEDICAL VACUUM

NUMBER OF

OUTLETS

TOTAL

OXYGEN

NUMBER OF

OUTLETS

TOTAL

MEDICAL VACUUM, MEDICAL AIR AND OXYGEN MEDICAL AIR CALCULATION

MEDICAL AIR SIZING CHART

MEDICAL VACUUM CALCULATION

OXYGEN CALCULATION

MEDICAL AIR SIZING CHART

0.55X 100 =

895 FT.

5 PSI

(SOV, ZONE VALVES, DROPS, ELBOWS, ETC.)

ALLOWABLE FRICTION LOSS:

FT.895EQUIVALENT RUN (- FT. x 10%)

FT.813LENGTH OF RUN

PSI5MAXIMUM PRESSURE LOSS

PSI50POINT OF USE PRESSURE

PSI55SOURCE PRESSURE

0.32X 100 =

928 FT.

3 Hg

(SOV, ZONE VALVES, DROPS, ELBOWS, ETC.)

ALLOWABLE FRICTION LOSS:

FT.928EQUIVALENT RUN (- FT. x 10%)

FT.845LENGTH OF RUN

3" HgMAXIMUM PRESSURE LOSS

15" HgPOINT OF USE PRESSURE

19" HgSOURCE PRESSURE

0.52X 100 =

952 FT.

5 PSI

(SOV, ZONE VALVES, DROPS, ELBOWS, ETC.)

ALLOWABLE FRICTION LOSS:

FT.952EQUIVALENT RUN (- FT. x 10%)

FT.865LENGTH OF RUN

PSI5MAXIMUM PRESSURE LOSS

PSI50POINT OF USE PRESSURE

PSI55SOURCE PRESSURE

60208 VAC5

REMARKS

PHASE HzVOLT

EMERGENCY POWER

ELECTRICAL DATA

FLOW RATE (GPM)

CONTINOUS

LOCATIONDESCRIPTIONMARK

26-RO-1

PROCESSING SKID

THREE

PUMP ROOM

1B132C

COMMERICAL RO-1

REVERSE OSMOSIS

SYYSTEM WATTS #

PWR40213053 W/ CARBON

FILTERS & 165 STORAGE

TANK COMPLETE PACKAGE

DISC FILTER, MULTI-MEDIA FILTER WITH

DIFFERENTIAL PRESSURE SWITCH, CARBON FILTER,

CHLORINE CONCENTRATE RECIRCULATING PUMP,

CHLORINE DOSING PUMP, 6 GALLON CHLORINE

CONCENTRATION TANK, UV STERILIZER, CONTROL

PANEL AND PRE-PLUMB ON SKID.

RO SYSTEM TO INCLUDE THE FOLLOWING ITEMS/COMPONENTS: RO-1 5 HP SPECE REQUIRED 51"x18"x57", 900 GPD W/ CONTROL & AUT. FLUSH W/ OP.WT 1000 LBS, AND WATTS PWTNK165PKG ATMOSPHERIC TANK AND BOOSTER PUMPS SYSTEM 165 GALLON STORAGE TANK OP.WT. 2,000 LBS, GROUNDFOS MQ3 PUMP 110 V, 1 PAHSE & 60 Hz. WATTS PWC15121E10 COMMERCIAL CARBON FILTER SYSTEM16" x 65" TANK WITH 4 CU-FT CARBON SERVICE CHLORINE REDUCTION 14.8 GPM, BASCKWASH 12 GPM SPACE REQUIRED 17"x18"x75" OP.WT 350 LBS.COMPLETE PACKAGE WITH CONTROL AND BMS CONNECTION. REFERTO DETAIL # 8/PP404

REVERSE OSMOSIS WATER EQUIPMENT SYSTEM

T A

T S

E C C

CFO FILA

A I

CRADE H

E T

REN.: 10-31-21

NO. C-28367

DAVID HUNT

ktabaknek

P -1

-2

P -1

P -5

(1)P528

2A155B

2A155C

(1)P107

(1)P101

3A109A

P -5

(1)P107

(1)P404

2A116A

3A111A

4A115A

4A116A

(2)P404

2A146A

2A148A (2)P107

(2)P404

2A144A

(2)P107

(2)P404

2A135A 2A125A

P -5

P -8

F D

-1 4A

P -5

P -1

(2)P107

(2)P404

2A123A

2A122A

3A115A

3A116A

(1)P107

(1)P404

2A120A

P -5

(1)P107

(1)P404

2A119A

(1)P420

3A115A

(1)P107

4A123A

(2)P107

(2)P404

2A136A 2A138A

(1)P107

(1)P404

2A139A

WCO

FCO

(1)P107

(2)P107

(1)P528

P -5

4A129A

4A127A

4A124A

4A125A

(4)P107

(2)P107

FCO

2"2" 4"(33)

C O

L R

-1

S -8

C O

L N

-1

S -9

C O

L P

-4 .9

S -1

C O

L Q

-1

S -1

C O

L U

-8

S -4

C O

L U

-1

S -5

C O

L U

-1

S -6

C O

L S

-1

S -7 C

O L

U -5

S -3

C O

L U

-1

S -2

4"(4)

1-1/2"2"

2"(4)

1-1/2" 3"(8)

4"(14)

4"(10)

4"(38) 4"(37)

4"(34)

1-1/2"

4"(5) 4"(27) 4"(17)4"(11)

3" 2" 4" 4"

2" 1-1/2"2"

2"4"(23)

4"(17)

2" 2" 2" 2" 2"

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

4"(24)

4"(16)

C O

L S

-1

4"(20)

P -5

1-1/2"

(1)P528

4A175D

(1)P107

2"(7)

4"(54)

F D

-1 1A

1-1/2"

P -1

FCO F

-1 1A

1-1/2"

P -1

FCO

2" 2"

4" 4"

F D

-1 1A

1-1/2"

T R

U M

E N

FCO

F D

-1 1A

1-1/2"

P -1

FCO

2" B

W O

M E

N 'S

S -1

4" 2"

P -1

1-1/2"

M E

N 'S

C O

L Q

-1

C O

L U

-1

F D

-1 2A

P -8

P -5

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

2" 2" 2" 2"

WCO T

P -1

P -5

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

F D

C Y

S T

O 1A

6 P -5

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

2" 2"

P -5

1-1/2"

P -5

1-1/2"

P -5

1-1/2"

C O

L U

-1

P -5

1-1/2"

2" 2"

2" (6)

C O

L R

-1

C O

L S

-1

2"3" 3"

2A141A

(1)P420

2A148B 2A149

P -1

P -5

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

2"2"2"

(3)P107

(1)P502

4A134 4A137A

4A130A 4A131A

(2)P107 3A118A 3A119A

C O

L S

-8 .1

P A

N T

P -5

P -1

F D

-1 4A

1-1/2"

F D

-1 4A

P -1

P -5

C O

L P

-4 .9

F S

-1

1-1/2"

2"3"

1-1/2"

C O

L Q

-8

3" 3"2"

3" 2" 2"

C O

L N

-1

(1)P524

4A114A

C O

L M

-1

F S

-1

F S

-1

C O

L Q

-7 .8

C O

L P

-8

C O

L S

-5

C O

L P

-2 .9

C O

L Q

-4 .9

C O

L M

-1 0.

C O

L N

-1

4"(3)

2"(6)

C O

L Q

-1 0.

C O

L Q

-1

F S

-1

4"(11)

4"(22)

4"(36)4"(8)4"(44)4"(48)

(4)

4"(58) 4"(62)

4"(10)

4"(28)

4"(90)4"(143)

4"(12)

4"(5)4"(19)3"(9)

4"(53)

4"(4)

4"(6)

4"(14)4"(19)

4"(143) 4"(19)

4"(8)

4"(5)

4"(18)4"(21)4"(26)4"(32)

2"(6)

4"(51)

(2)

4"(8) 4"(10)4"(16)

4"(20)

(3)(2)(3)

4"(28)

4"(31)

4"(85)4"(88)

4"(6)

3"(8) 2"(5) 3"(11)

4"(122)4"(126)6"(163)

4"(6)4"(6)4"(6)

4"(8) 4"(14)

4"(22)

4"(11)

4"(33)

4"(46)

4"(50)

6"(213) 4"(143)4"(143)6"(394)

4"(28)

6"(251)

SAN SAN SAN SAN

SANSANSANSANSAN

SAN SAN

SANSAN

SAN

SANSANSANSAN

SAN

S A

N S A

S A

V V V

V V

VVV

V V V

VVV

V V V

V V

M A

T C

N E

M A

T C

N E

M A

T C

N E

M A

T C

N E

P -5

2"(3)

F D

-1 3A

1-1/2"

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

1-1/2"

2"(3)

P -5

1-1/2"

P -5

1-1/2"

P -5

1-1/2"

4"(10)

(2)P107

3A120A 3A121A

4"(8)

(2)P107

3A122

3A123

4"(4)

(1)P502 4"(19)

1-1/2"

WCO

P -5

P -8

P -5

2" 2" 2"

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

3"(9)

P -5

C I T

E R

R A

C E

P -5

C I T

E R

R A

C E

4"(12)

4"(15)

A N

D U

A L

B A

P R

O C

E S

R E

PROFESS IONAL

ENG

E E

S T

T E

OF CA L I FORN

I A

No. M029768

Exp. 06/30/22

E C H A N I C A

P A

U L

Q I P I NG

N G

(949) 250-1500

656 FIFTH AVENUE STE 'A'

SAN DIEGO CA 92101

Drawing Title

Approved: Project Director

Project Title

Date

Location

Reviewed

Building Number

Project Number

Drawing Number

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of Facilities

VA FORM 08-6231, OCT 1978

Department of Veterans Affairs

2 3 4 5 6

EBA

CONFORMED SET 2020-10/31

:2 :3

M C

R e v it

L o c a l F il e s \V

A S

C I_

P S a m e e r.

V .A n u p o ju .r v t

SEISMIC DEFICIENCY -

SCI & CLC HOSPITAL

3350 La Jolla Village Dr.

San Diego, CA 92037

DWV-SANITARY PIPING DIAGRAM

PP601

664-401

10/31/2020

T A

T S

E C C

CFO FILA

A I

CRADE H

E T

REN.: 10-31-21

NO. C-28367

DAVID HUNT

ktabaknek

F S

-1

P -5

4"2"

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

(2)P107

(2)P404

2B133A

2B140A

(1)P107

(1)P420

3B120A

3B121

(2)P107

(1)P420

4B132A

4B135A

4B135B

P -5

(1)P107

(1)P404

2B155A

(1)P107

3B129A

(4)P107

4B153A

4B155A

4B156A

(2)P107

(2)P404

2B143A

(2)P107

(1)P528

3B122A

3B149

4B136A

4B142A

P -5

(2)P107

(2)P404

2B153A

2B154A

(2)P107

3B127A

3B128A

(2)P107

4B151A

4B152A

P -5

(1)P107

(1)P404

2B144A

(1)P107

3B123A

C O

L F

-1

C O

L A

-1

C O

L F

-1

C O

L A

-2

S -1

4"(15)

4"(10)

4"(29)

4"(16)

(2)P107

4"(8)

4"(16)

4"(34)

FCO

(1)P404

2B142A

4B157A

P -5

1 1/2"

F S

-1

F S

-1

FCOF

-1

P -5

F S

-1

F S

-1 4"

2" F

D -2

P -1

P -3

1 1/2"

P -8

P -5

2"2"

1 1/2" 2" 4"(27)

4"(14)

P -5

1 1/2"

P -1

P -5

2" 3"

1 1/2" 2"

F D

-2

F S

-1

P -1

F D

-1

1-1/2"

C O

L A

-1

S -1

4"(25)

P -5

1 1/2"

3" 2"

P -5

F D

-1

1-1/2"

P -3

2" P -1

A 2"

(2)P107

4B147A 4B143A

P -1

4"(4)

C O

L C

-1 2/

C O

L E

-1

P -5

F D

-1

1-1/2"

P -8

P -5

P -1

2" 2"4"

1 1/2"

2" 2"

P -1

F D

-1 3B

P -5

F D

-1 4B

P -1

2" 2"

2"(17)

P -8

P -5

2" 4"

2" P -5

P -5

2" 4"2"

1 1/2" 2"2"

P -5

P -4

2" 1 1/2"

F S

-1

F S

-1

P -1

P -4

P -6

P -1

4"(4)

1 1/2"1 1/2"

C O

L A

-1

C O

L A

/B -1

C O

L E

-1 8.

C O

L E

-1 7.

C O

L E

-1

C O

L C

-1

I2"

H I

3"2"

C O

L C

-1

2" 2"

C O

L C

-7

C O

L C

-C

2" 2" 3"

C O

L C

-7

2" 4"

P -4

P -5

(2 )S

H A

M P

O O

B O

W L

P -5

2"2"

C O

L E

-C

(2)P107

(2)P404

(2)P101

2B101A

2B102A

2B100

(2)P107

3B100A

3B101A

4B102A

4B100A

4B100

(1)P107

(1)P404

2B104A

(1)P107

3B104A

(2)P107

(1)P420

4B108A 4B109A

P -1

(2)P107

(2)P404

2B108A

2B109A

(1)P101

3B107A

(1)P107

(1)P404

2B110A

4"(12)

S -2

C O

L G

-6

C O

L G

-4

C O

L A

-2

C O

L A

-6

S -2

S -1

(2)P107

(1)P101

4"(43)

FCO

4"(33)3"

2" 2"

NOTE:

PROVIDE 6" WASTE FOR POOL FILTER BACKWASH @ 143

GAL./MIN. (286 FU's)

4"(30)

(1)P420

4"(20)

6"(366)

(2)P107

(2)P404

2B117A

(4)P107

4B123A

4B124A

C O

L A

-8

S -1

FCO4"(26)

2"(4)

P -7

F D

-1 1B

P -1

FCO

P -4

F D

-2

H U

B D

R A

F D

-2

F D

-1

1-1/2"

P -1

F D

-1

F D

-1

2" 4"

2" 3"

1-1/2"

4" 4"

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

6"(318)

2" 2"

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

4"(8)

4"4"

C O

L C

-7

P -1

P -5

1 1/2"

P -5

1 1/2"

F S

-1

F S

-1

(2)P107

(2)P404

4B111A

4B118A4B109B

2B101B 2B1142B118A

4B119A

4B120A

C O

L C

-2

C O

L A

-3 .9

C O

L A

-4

C O

L G

-6 /7

C O

L G

-4 /6

2"3"

P -1

4"(22)

4"(12)

2"(6)

4"(37)4"(41)4"(44)

4"(10)

4"(14)

6"(310)

4"(9)

4"(13)

4"(18)

6"(384) 6"(362)

6"(392)6"(435)

4"(16)

4"(26)

6"(435)

4"(8) 3"(2) 4"(18)

(6)

4" (6)

4"(12)

4"(40)4"(52)

4"(8)

4"(12)

4"(8)

4"(79) 4"(72)

4"(8)

4"(19)

4"(29)

4"(32)

4"(111)

4"(20)

(6) (6) 4"(12)

4"(44)

4"(155)

4"(31)

6"(186)

4"(10) 3"(4)

1-1/2"

4"(13)

2"(5) 2"(3) 4"(35)

(38.5)

6"(227.5)

6"(253.5)6"(268.5)6"(273.5)

(6)(6) 6"(160)

(3.5)

4"(7.5)4"(17.5)

(6)(6)

4"(10)4"(23.5)

4"(41.5)

4"(11)

4"(52.5)

4"(253)

6"(526.5)8"(961.5)

8"(965.5)

(5)

SAN SAN SAN SAN SAN SAN

SANSANSANSAN

SANSAN

SAN

SAN SAN SAN

SANSAN

SAN SAN

SAN

SAN SAN

SAN

V V

V V V

V V

VVV

V V V V V

V V

V V V

V V

V V V

VV V

V V

S A

M A

T C

N E

M A

T C

N E M

A T

C H

E M

A T

C H

3B121A

P -6

1 1/2"

P -6

2"4"

2"(6)

S A

-5

1-1/2"

3"(14.5)

H A

N D

K 3B

1 1/2"

3- C

O M

P 'T

K 3B

F S

-1

1-1/2"

1 1/2"

3"(11.5)

4"(28)

P -5

1 1/2"

P -5

1 1/2"

SAN

2"(6)

F D

-1 3B

1 1/2"

6"(435) 4"(26)

4"(20)

P -5

1 1/2"

4"(66.5) P -5

P -6

1 1/2"

2" 2"

R E

PROFESS IONAL

ENG

E E

S T

T E

OF CA L I FORN

I A

No. M029768

Exp. 06/30/22

E C H A N I C A

P A

U L

Q I P I NG

N G

(949) 250-1500

656 FIFTH AVENUE STE 'A'

SAN DIEGO CA 92101

Drawing Title

Approved: Project Director

Project Title

Date

Location

Reviewed

Building Number

Project Number

Drawing Number

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of Facilities

VA FORM 08-6231, OCT 1978

Department of Veterans Affairs

2 3 4 5 6

EBA

CONFORMED SET 2020-10/31

:2 :3

M C

R e v it

L o c a l F il e s \V

A S

C I_

P S a m e e r.

V .A n u p o ju .r v t

SEISMIC DEFICIENCY -

SCI & CLC HOSPITAL

3350 La Jolla Village Dr.

San Diego, CA 92037

DWV-SANITARY PIPING DIAGRAM

PP602

664-401

10/31/2020

T A

T S

E C C

CFO FILA

A I

CRADE H

E T

REN.: 10-31-21

NO. C-28367

DAVID HUNT

ktabaknek

2A155C

2A152B

(1)P514

2A116A

(2)P514

3A111A

(1)P514

4A115A

(2)P514

2A146A

2A148A

(2)P418

(2)P514

2A144A

(2)P514

2A135

2A125

(2)P418

3A118A

3A119A

4A131

4A130A

4A130

4A129

3A116

3A118

3A115A

3A116A

P -4

2A120

2A120A

(2)P514

2A119

(2)P514

3A121

4A123

4A124

(2)P514

2A135

2A136

(2)P514

2A139 (1)P701

(2)P414

(2)P418

4A137

4A131A

(3)P418

4A127A 4A129A

4A124A

4A127

(4)P711

(2)P418

FCO

C O

L R

-1

G W

-8

C O

L N

-1

G W

-9

C O

L P

-5

G W

-1

C O

L P

-1

G W

-1

C O

L U

-8

G W

-4

C O

L U

-1

G W

-5

C O

L U

-1

G W

-6

C O

L G

W -1

G W

-7

C O

L U

-5

G W

-3

C O

L U

-1

G W

-2

P -4

(4)P514

(1)P414

2A109

(1)P418

2A139A

(2)P418

2A136A

2A138A

(1)P418

2A119A

(1)P418

2A123A

2A122A

(2)P418

2A135A

2A125A

2A144

2A146

2A148

(1)P418

2A116

S T

A F

F T

E T

P A

N T

T O

P -4

FCO

M E

N S

S T

A F

F L

O C

K E

P -4

W O

M E

N S

S T

A F

F L

O C

K E

P -4

W O

M E

N S

S T

A F

F L

O C

K E

P -4

W O

M E

N S

P U

C T

E T

P -4

W O

M E

N S

P U

C T

E T

P -4

M E

N S

P U

C T

E T

P -4

M E

N S

P U

C T

E T

P -4

S T

A F

F T

E T

FCO

3A119

(2)P514

4A115 4A114A

(1)P711

(2)P711 (2)P711(2)P711

(2)P711

(1)P711

(1)P711 (2)P711

(1)P711

VENTING FROM THE VARIOUS HANDWASHING SINKS, SHOWERS

AND LAVATORIES CONNECT TO THE VENTING SYSTEM PROVIDED

FOR THE PLUMBING FIXTURES CONNECTED TO THE SANITARY

SYSTEM. REFER TO DWV, SANITARY PIPING DIAGRAMS FOR

ADDITIONAL INFORMATION.

3"(25)

3"(12)3"(9)

2"(3)

3"(6)

3"(9)

3"(18)

3"(9)

3"(18)

3"(30)

3"(27)

3"(39)

3"(37)

3"(12)

3"(25)

3"(9)

3"(13)

2"(2)

2"(5)

2A138

(1)P414

4A162

(2)P514

3A121A 3A120A

(2)P404

(2)P711

3A120

2A122 2A120

3A119A

(1)P418

(1)P711

(2)P514

4A123A

(1)P418

(1)P711

(2)P711

4A125A

4A125

(4)P418 (2)P514

(2)P711

(3)P711

4A137A

2A141A

2A141

3A111 3A109

(1)P418

(1)P711

4A116 4A116A

(2)P418

(2)P711

(1)P711

(1)P418

4A114

P -7

2"(3)

FCOFCO

2"(2)

FCO

P -7

FOR CONTINUATION SEE AREA "C"3"(14)3"(16)3"(17)

2" 2"

2"2"(2)

2"2"2"

3"(19) 2"(1)

(4)P413

4A106

C O

L Q

-8 .5

FCO

2"(4)

4A107 4A135

2"(1)

4A140

3"(11)

FCO

3"(9)

3"(12)

3"(24)

3"(49)

3"(9)

3"(27)

3"(30) 3"(24)

3"(9)

3"(25)

3"(12)

3"(7)

3"(21)

3"(6)

3"(12)

4"(55)4"(92)4"(131)

TO HOLDING TANK FOR CONTINUATION

SEE PLUMBING SITE PLAN 6"(317)6"(322)6"(341)6"(366)6"(377)6"(426)

6"(557)

GW GW GW GW GW GW GW GW

GW GW GW GW GW GW

GWGWGWGWGWGW

G W

SHEET PP604

S H

A F

T /E

W A

(3)P514

3A123 3A122 3A121

(2)P418

(2)P711

2"(1)

3A119A 3A105A

(1)P418

(1)P413

(1)P701

(1)P711

3"(6)

3"(10)

3"(15)

3A123A 3A122A

3A119

(2)P514

R E

PROFESS IONAL

ENG

E E

S T

T E

OF CA L I FORN

I A

No. M029768

Exp. 06/30/22

E C H A N I C A

P A

U L

Q I P I NG

N G

(949) 250-1500

656 FIFTH AVENUE STE 'A'

SAN DIEGO CA 92101

Drawing Title

Approved: Project Director

Project Title

Date

Location

Reviewed

Building Number

Project Number

Drawing Number

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of Facilities

VA FORM 08-6231, OCT 1978

Department of Veterans Affairs

2 3 4 5 6

EBA

CONFORMED SET 2020-10/31

:2 :3

M C

R e v it

L o c a l F il e s \V

A S

C I_

P S a m e e r.

V .A n u p o ju .r v t

SEISMIC DEFICIENCY -

SCI & CLC HOSPITAL

3350 La Jolla Village Dr.

San Diego, CA 92037

DWV-GREY WATER PIPING DIAGRAM

PP603

664-401

10/31/2020

T A

T S

E C C

CFO FILA

A I

CRADE H

E T

REN.: 10-31-21

NO. C-28367

DAVID HUNT

ktabaknek

2B101A

2B102A

4B100

4B101

2B140

3B120

4B132

4B132A

4B135A

2B155A

3B128A

3B129A

(4)P514

(2)P711

4B132

4B140

4B132A

2B153A 2B154A

4B152

4B152A

4B153

(1)P711

2B143A

(2)P418

2B118A

4B124A

3"(10)

G W

-2

C O

L G

-6

C O

L A

-1

C O

L F

-1

C O

L A

-1

C O

L F

-1

C O

L A

-2

C O

L A

-8

G W

-1

G W

-1

G W

-1

G W

-1

G W

-1

G W

-1

FCO

2B142A

P -4

FCO

2"2"

2B104A

3B104

3B104A

4B109

4B109A

2B109A

2B110

3B107

C O

L G

-4

C O

L A

-2

C O

L A

-6

G W

-2

G W

-1

G W

-1

FCO

P -7

P -4

P -7

P -4

P -7

FCO

P -7

2"2"2"2" 2"

2" 2" 2"

FCO

2B118 2B117A

(1)P514

(2)P711

2B143

(2)P514

(1)P418

(1)P711

(2)P514

(1)P418 2B154

2B142

2B140(1)P711

(1)P418

(2)P711

(1)P514

(2)P418

2B133A

2B1302B101 2B100

(2)P418

(1)P414

(1)P514

(2)P711

2B104

2B102

(1)P418

(3)P514

(1)P711

2B109 2B108A

(2)P418

(2)P514

(2)P711

2B110A 2B117 (1)P418

(1)P514

(1)P711 2B153

(2)P418

(3)P514

(2)P711

(1)P711

3B123A 3B123

(2)P514

(1)P418

3B122A

(3)P711

(1)P514

(3)P418

3B121A

3B120A

(1)P514

(2)P711

3B128A 3B127A

(1)P514

(2)P418 3B127

(1)P711

(2)P514

(1)P418

3B101A

3B100B 3B100A

(2)P418

(1)P514

(2)P711

3B101

(1)P418

(2)P514

(1)P711

(1)P414

4B147A

4B143A

4B147

4B135(2)P418

4B118A

4"(29)FOR CONTINUATION SEE AREA "A"

SHEET PP603

3"(6)

3"(9)

3"(10)

3"(22)

3"(15)

3"(24)

3"(36)

3"(19)

3"(30)

3"(12)

3"(21)

3"(9)

3"(30)

3"(38)

3"(30)

3"(39)

3"(15)

3"(24)

3"(40)

3"(9)

3"(18)

3"(27)

4"(36)

4B156A

4B157

4B157A

4"(67)

4"(168)

6"(207)

3"(13) 4"(40) 4"(80) 4"(110) 6"(317) 6"(317)

VENTING FROM THE VARIOUS HANDWASHING SINKS, SHOWERS

AND LAVATORIES CONNECT TO THE VENTING SYSTEM PROVIDED

FOR THE PLUMBING FIXTURES CONNECTED TO THE SANITARY

SYSTEM. REFER TO DWV, SANITARY PIPING DIAGRAMS FOR

ADDITIONAL INFORMATION.

2B1442B1552B108

P -4

1 3"

C O

L C

-1

2"(1)

P -4

3"(4)

4B120A

4B123

3B122

4B108

4B108A

4B102A

(3)P418

(2)P514

(3)P711

4B101A

4B102

(2)P418

(2)P514

(1)P711

4B111A

4B111

(2)P418

(1)P514

(2)P711

4B119A

4B120

4B119 4B118

(2)P418

(4)P514

(2)P711

4B124 4B123A

(2)P711

(1)P514

(2)P418

(2)P711

(1)P514

(2)P4184B151

4B151A

(2)P711

(3)P514

(2)P418

4B156 4B155 4B153A

(4)P711

(3)P514

(4)P418 (2)P711

(1)P514

(2)P418

P -4

2"(1)

P -4

2"(1)

P -4

3"(18)

3"(9)

3"(27)

3"(9)

3"(16)

3"(18)

3"(12)

3"(9) 3"(5)

3"(8)

3"(21)

3"(9)

2"(3)

3"(9)

3"(11)

3"(9)

3"(12)

2"(1)

3"(12)

4"(106)4"(144)

3"(24)

4"(35) 4"(78)

6"(204)

GW GW GW

GW GW GW GW

GWGWGW

GWGW

G W

G W G

G W

3B1213B128

3B129

P -3

R E

PROFESS IONAL

ENG

E E

S T

T E

OF CA L I FORN

I A

No. M029768

Exp. 06/30/22

E C H A N I C A

P A

U L

Q I P I NG

N G

(949) 250-1500

656 FIFTH AVENUE STE 'A'

SAN DIEGO CA 92101

Drawing Title

Approved: Project Director

Project Title

Date

Location

Reviewed

Building Number

Project Number

Drawing Number

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of Facilities

VA FORM 08-6231, OCT 1978

Department of Veterans Affairs

2 3 4 5 6

EBA

CONFORMED SET 2020-10/31

:2 :3

M C

R e v it

L o c a l F il e s \V

A S

C I_

P S a m e e r.

V .A n u p o ju .r v t

SEISMIC DEFICIENCY -

SCI & CLC HOSPITAL

3350 La Jolla Village Dr.

San Diego, CA 92037

DWV-GREY WATER PIPING DIAGRAM

PP604

664-401

10/31/2020

T A

T S

E C C

CFO FILA

A I

CRADE H

E T

REN.: 10-31-21

NO. C-28367

DAVID HUNT

ktabaknek

WATER HARVESTING SYSTEM SEQUENCE

GREYWATER COLLECTION: GREYWATER FROM SHOWERS AND LAVATORIES WILL BE CONVEYED BY GRAVITY AND

COLLECTED IN A 2,000 GALLON PRE-CAST CONCRETE COLLECTION SUMP LOCATED BELOW GRADE, OUTSIDE OF THE

BUILDING. GREYWATER SHALL BE PROCESSED AS IT IS PRODUCED THOUGHOUT THE DAY SO THAT NO GREYWATER IS

LEFT STANDING FOR MORE THAN A FEW HOURS AT A TIME. AN OVERFLOW OUTLET IN THE COLLECTION SUMP DRAINS

TO THE SEWER SYSTEM. DUPLEX SUBMERSIBLE SEWAGE EJECTOR PUMPS RATED FOR 20 GPM AT 30 PSI WILL

TRANSFER THE RAW GREYWATER TO THE SETTLING TANK LOCATED INSIDE THE MECHANICAL ROOM OF THE BUILDING.

THE PUMP SHALL ALSO EJECT RAW GREYWATER TO SEWAGE ONCE PER DAY TO LIMIT THE MAXIMUM HOLDING TIME

TO A 24 HOUR PERIOD.

PROCESSING: GREYWATER IS TREATED THRU THE THE FILTRATION SKID WHICH THE SYSTEM ACHIEVES NSF-350

WATER QUALITY SUITABLE FOR ANY NON-POTABLE APPLICATION. THE FILTRATION PROCESSING SYSTEM IS DESIGNED

TO PROCESS 20 GALLONS PER MINUTE IN BATCHES OF 200 GALLONS AND INCLUDEDS MULTIPLE FILTRATION STEPS, SANITATION, MUNICIPAL MAKE-UP, PROCESSED WATER HOLDING TANK AND RE-PRESSURIZATION COMPONENTS.

SETTLING TANK: RAW GREYWATER WILL BE PROCESSED AS IT IS PRODUCED IN BATCHES OF 200 GALLONS;

EACH TOTAL BATCH CYCLE LASTS APPROXIMATELY 30 MINUTES. GREYWATER FROM THE SUMP IS MIXED WITH

CHLORINE AS IT ENTERS THE 200 GALLON HIGH DENSITY POLYPROPYLENE CONE BOTTOM SETTLING TANK.

ONCE THE BATCH LEVEL IS REACHED, IT IS ALLOWED TO SETTLE FOR 10 MINUTES BEFORE FILTRATION

BEGINS. THE WATER IS CONVEYED THROUGH A FLOATING FILTER INSIDE THE TANK TO THE PROCESSING SKID

FOR FINAL FILTRATION AND SANITATION. SOLIDS WILL SETTLE AT THE BOTTOM OF THE CONE SHAPED TANK

AND WILL BE FLUSHED ON A REGULAR BASIS THROUGHOUT THE DAY. EACH BATCH IS PROCESSED AT A

RATE OF 20 GPM.

FILTRATION: WATER FOR THE SETTLING TANK TO PASS THROUGH A THREE STEP FILTRATION PROCESS ON THE

FILTRATION SKID. THE FIRST FILTER REMOVES ALL PARTICLES LARGER THAN 80 MICRONS. THE MULTI-MEDIA

FILTER WILL REMOVE PARTICULATES GREATER THAN 10 MICRON IN SIZE. THE CARBON FILTER THAT WILL

POLISH WATER TO 1 MICRON. EACH OF THE FILTER STAGES USES PROCESSED WATER/MAKE-UP MUNICIPAL

WATER TO AUTOMATICALLY SELF-CLEAN AS NECESSARY TO MAINTAIN FILTRATION CAPACITY.

STERILIZATION: TO STABILIZE THE GREYWATER AND TO KILL ANY PATHOGENS THAT MAY BE PRESENT, CHLORINE WILL BE ADDED AS WATER ENTERS THE SETTLING TANK. A CHLORINATION SYSTEM USING A

CONCENTRATED LIQUID CHLORINE SOLUTION IS SENT TO THE PROCESSED WATER HOLDING TANK TO MAINTAIN

WATER QUALITY IN THE TANK AND DOWNSTREAM OF THE SYSTEM.

PROCESSED WATER HOLDING TANK: AFTER PASSING THROUGH THE FILTRATION AND STERILIZATION STEPS, THE

TREATED NON-POTABLE WATER WILL ENTER INOT A 1,000 GALLON HDPE TANK TO AWAIT PRESSURIZATION TO

THE TOILETS. WHEN THE LEVEL OF TRATED WATER REACHES THE TANK'S CAPACITY, ANY UNTREATED RAW

GREYWATER WILL BE SENT TO THE SEWER SYSTEM FROM THE COLLECTION SUMP. IN THE EVENT THAT THE

WATER LEVEL INSIDE THE HOLDING TANK DROP TO A PRESET POINT AND NO ADDITIONAL UNTREATED

GREYWATER IS AVAILIBLE, MAKE-UP WATER WILL BE SUPPLIED FROM THE MUNICIPAL WATER LINE.

MUNICIPAL MAKE-UP: IF THE DEMAND FOR TREATED GREYWATER EXCEEDS THE SUPLY OF BOTH THE SUMP

AND THE PROCESSED WATER HOLDING TANK, A SOLENOID VALVE WILL AUTOMATICALLY OPEN TO ADD

MUNICIPAL WATER THROUGH AN AIR GAP FITTING TO THE PROCESSED WATER HOLDING TANK. THE VALVE IS

DESIGNED TO BE NORMALLY OPEN TO MUNICIPAL WATER SO THAT THE GREYWATER HARVESTING SYSTEM

MUST BE OPERATIONAL BEFORE THE VALVE SWITHCHES TO THE HARVESTING WATER SOURCE. IN THIS

MANNER, THE MUNICIPAL MAKE-UP SYSTEM SERVES AS A SAFETY BACK-UP IN THE EVENT THAT THERE ARE

ISSUES WITH THE TREATMENT SYSTEM.

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File details come from the government source that posted it. Updated Sep 8, 2026.