Attachment 12 - 20220404_Mather Construction Combined drawings 3.15.21 VOLUME III.pdf

PLUMBING GENERAL NOTES

1. ALL WORK AND MATERIAL SHALL BE PERFORMED AND

INSTALLED IN COMPLIANCE WITH THE LATEST

INTERNATIONAL PLUMBING CODE AND VA DESIGN

GUIDES.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR DOMESTIC

WATER AND, SEWER, SYSTEMS AND ACCESSORIES

NECESSARY FOR THE INSTALLATION OF SUCH SYSTEMS.

3. CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS,

SERVICES, TESTING, TRANSPORTATION AND EQUIPMENT

NECESSARY FOR COMPLETION OF THIS WORK.

4. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS,

LICENSES AND INSPECTIONS REQUIRED BY THE

AUTHORITIES HAVING JURISDICTION.

5. CONTRACTOR SHALL PROVIDE A COMPLETE DRAWING

RECORD SET SHOWING ANY DEVIATIONS TO THE

ORIGINAL DRAWINGS. CONTRACTOR SHALL GUARANTEE

THE ENTIRE PLUMBING SYSTEM UNCONDITIONALLY FOR

A PERIOD OF ONE YEAR. CONTRACTOR SHALL VERIFY

EXISTING UTILITIES AND METERS ARE SUFFICIENT FOR

DEMAND SHOWN ON DRAWINGS.

6. CONTRACTOR SHALL INSPECT THE SITE PRIOR TO BID.

FAILURE TO INSPECT SITE SHALL NOT RELIEVE THE

CONTRACTOR OF THE RESPONSIBILITY TO PERFORM ANY

WORK REQUIRED DUE TO UNUSUAL SITE CONDITIONS.

SUBMIT ALL FIXTURES, MATERIAL, EQUIPMENT AND

DEVICES.

7. IN SUBMITTALS EACH ITEM SHALL BE INDEXED AND

REFERENCED TO IDENTIFICATION NUMBERS ON

SCHEDULES. ITEMS NOT SUBMITTED SHALL BE

FURNISHED AND INSTALLED PER PLANS.

8. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS

ASSOCIATED WITH SUBSTITUTIONS NOT APPROVED BY

THE OWNER'S REPRESENTATIVE.

10. COSTS INCURRED DUE TO UNAPPROVED DEVIATIONS

FROM CONSTRUCTION DOCUMENTS SHALL BE THE

RESPONSIBILITY OF THE CONTRACTOR. COSTS SHALL

INCLUDE, BUT ARE NOT LIMITED TO MATERIAL, LABOR

AND CHANGES TO DRAWINGS FOR SUBMITTAL TO

AUTHORITIES HAVING JURISDICTION.

11. PIPE SHALL BE ROUND AND STRAIGHT. CUTTING SHALL

BE DONE WITH PROPER TOOLS. PIPE SHALL BE REAMED

TO FULL SIZE AFTER CUTTING.

12. BELOW GRADE, NON-METALLIC PIPE SHALL BE INSTALLED

WITH 14 GAUGE COPPER TRACER WIRE WITH

POLYETHYLENE INSULATION. THIN OR NYLON INSULATED

WIRE SHALL NOT BE PERMITTED.

13. DOMESTIC WATER PIPING SHALL BE INSTALLED AND

SLOPED SO AS TO FACILITATE DRAINING. BRANCHES

SERVING FIXTURES BELOW MAIN SHALL BE CONNECTED

TO BOTTOM OF MAIN. BRANCHES SERVING FIXTURES

ABOVE MAIN SHALL BE CONNECTED AT TOP OF MAIN.

14. SEISMIC SUPPORT OF PIPING SHALL CONFORM TO

SMACNA GUIDELINES FOR SEISMIC RESTRAINT OF PIPING

SYSTEMS.

15. PROTECT ALL MATERIALS AND EQUIPMENT DURING

CONSTRUCTION. COVER, CAP OR PLUG OPENINGS TO

PREVENT INGRESS OF FOREIGN MATTER.

16. THOROUGHLY CLEAN ALL FIXTURES, EQUIPMENT,

MATERIAL AND WORK AREAS PRIOR TO COMPLETION OF

CONSTRUCTION. SURFACES SHALL BE LEFT CLEAN AND

READY TO PAINT.

17. CAULK JOINTS BETWEEN FIXTURE AND FINISHED

SURFACE SO AS TO BE SMOOTH, EVEN AND WATER-

TIGHT.

18. INSTALL EQUIPMENT, FIXTURES, VALVES AND

APPURTENANCES SO AS TO ALLOW FOR NORMAL

MAINTENANCE.

19. CONCEALED VALVES, WATER HAMMER ARRESTORS AND

TRAP PRIMERS SHALL BE INSTALLED BEHIND ACCESS

PANELS SO AS TO BE VISIBLE, ACCESSIBLE AND FULLY

OPERABLE THROUGH THE ACCESS PANEL.

20. COORDINATE INSTALLATION TO AVOID CONFLICT WITH

OTHER TRADES' INSTALLATIONS, TO KEEP OPENINGS,

DOORWAYS, WINDOWS AND PASSAGES CLEAR AND TO

PRESERVE HEADROOM.

21. COORDINATE WITH GENERAL CONTRACTOR ANY

REQUIREMENTS OF INSTALLATIONS NOT ADDRESSED BY

THESE CONSTRUCTION DOCUMENTS.

22. SEE ARCHITECTURAL DRAWINGS FOR MOUNTING

HEIGHTS AND ELEVATIONS OF FIXTURES.

23. CONTRACTOR SHALL NOT CAUSE OR ALLOW ANY OF HIS

WORK TO BE COVERED OR ENCLOSED PRIOR TO

INSPECTION, TESTING OR APPROVAL BY THE OWNER,

ARCHITECT OR INSPECTOR HAVING JURISDICTION.

24. TEST SOIL, WASTE, STORM SEWER AND VENT SYSTEMS

TO 10' HEAD FOR MINIMUM 15 MINUTES.

25. TEST POTABLE WATER SYSTEMS PRIOR TO

CONCEALMENT TO 100 PSI FOR TWO HOURS.

26. TEST ALL OTHER PIPING SYSTEMS TO 150% OF ACTUAL

OPERATING PRESSURE.

27. AFTER TESTING, STERILIZE DOMESTIC WATER PIPING

PER AWWA C651 USING LIQUID CHLORINE OR

HYPOCHLORITE.

28. LABEL PIPING PER ANSI STANDARD 13.1. LABEL VALVES

WITH BRASS TAGS TO INDICATE SERVICE AND AREA

SERVED.

29. PRIOR TO COMPLETION, PROVIDE OWNER WITH

MAINTENANCE AND OPERATION DATA, WARRANTY

INFORMATION, OPERATION INSTRUCTIONS, SPECIAL KEYS

AND/OR TOOLS REQUIRED.

30. FOR ALL EQUIPMENT, VALVES, FIXTURES, ETC. BEFORE

COMMENCEMENT OF WORK, THE CONTRACTOR SHALL

VERIFY THE EXACT LOCATIONS, ELEVATIONS AND

CHARACTERISTICS OF ALL UTILITIES AND PIPING, AND

SHALL IMMEDIATELY NOTIFY THE ARCHITECT OF ANY

DISCREPANCIES.

31. ALL VALVES, UNIONS, ETC. TO BE SAME SIZE AS PIPE

UNLESS OTHERWISE INDICATED ON DRAWINGS.

32. INSULATE ALL EXPOSED HOT WATER AND DRAIN PIPING

BELOW ACCESSIBLE LAVATORIES AND SINKS AND

OFFSET P-TRAP AGAINST WALL.

33. CONNECTION BETWEEN INCOMPATIBLE MATERIALS

ABOVE GRADE AND INSIDE BUILDING SHALL BE MADE

WITH TWO (2) DIELECTRIC UNIONS SEPARATED BY A

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

34. ALL REQUIRED CLEANOUTS SHALL BE INSTALLED AS PER

THE CALIFORNIA PLUMBING CODE.

35. EACH PLUMBING VENT SHALL TERMINATE NOT LESS

THAN TEN (10) FEET FROM OR AT LEAST THREE (3) FEET

ABOVE ANY WINDOW, DOOR, OPENING, AIR INTAKE.

36. NEW OR REPAIRED POTABLE WATER SYSTEMS SHALL BE

DISINFECTED PRIOR TO USE ACCORDING TO THE

METHOD SET IN THE PLUMBING CODE.

37. ALL PLUMBING FIXTURES AND FIXTURE FITTINGS SHALL

MEET THE STANDARDS REFERENCED IN THE CALIFORNIA

GREEN BUILDING CODE.

PLUMBING SYMBOL LIST

SYMBOL: DESCRIPTION:

PIPE SERVING FIXTURE ON FLOOR ABOVE

(EXAMPLE: FD = FLOOR DRAIN)FD

PITCH PIPE IN DIRECTION

RD-1

6"(1000)

ROOF DRAIN PROPERTIES SYMBOL

SIZE (ROOF SQ. FT.)

DIELECTRIC CONNECTION

UNION/FLANGE

BALANCING VALVE (NUMBER INDICATES GPM)

GPM

CHECK VALVE

REDUCER - REFERENCE SPECIFICATION

FOR CONCENTRIC/ECCENTRIC AND FOT/FOB

METERM

ALIGNMENT GUIDE

PIPE ANCHOR

EXPANSION JOINT

PIPE CAP

PIPE DOWN

PIPE UP OR UP/DOWN

DIRECTION OF FLOW IN PIPE

NEW CONNECTION

SHUTOFF VALVE NORMALLY OPEN

SHUTOFF VALVE NORMALLY CLOSED

ACID VENTAV

ACID WASTEAW

COLD WATER - POTABLECW

DT DRAIN TILE

SANITARY DRAINAGE (GREASE SANITARY DRAINAGE)GSAN

HOT WATER - POTABLEHW

HOT WATER CIRCULATING - POTABLEHWC

HOT WATER - POTABLE NUMBER INDICATES TEMPHW140

HOT WATER CIRC. - POTABLE NUMBER INDICATES TEMPHWC140

NON-POTABLE COLD WATERNCW

NON-POTABLE HOT WATERNHW

PUMPED DISCHARGEPD

SANITARY DRAINAGESAN

SOFT COLD WATERSCW

SOFT HOT WATERSHW

STORM DRAINAGE (ROOF SQUARE FOOTAGE)ST(1,000)

STS STORM DRAINAGE (SECONDARY)

VENTV

WASTE ANETHESIA GAS DISPOSALWAGD

GREASE VENTGV

COMPRESSED AIRCA

DEIONIZED WATERDI

PROPANE GASP

REVERSE OSMOSIS WATERRO

STW SOFT TEMPERED WATER

TW TEMPERED WATER

DRAIND

G NATURAL GAS

NOT ALL SYMBOLS MAY APPLY.

PRESSURE REDUCING VALVE (LIQUID/GAS)

OIL RETURNOR

OIL SUPPLYOS

LAB VACUUMVAC

SOLENOID VALVE

SAFETY/RELIEF VALVE

VACUUM BREAKER

PRESSURE GAUGE (FURNISHED WITH BALL VALVE)P

TEMPERATURE SENSOR WITH WELL

T

THERMOMETER WITH WELL (DIAL TYPE)T

THERMOMETER WITH WELL (FILLED TYPE)

PUMP

GRV GAS REGULATOR VENT

INSTRUMENT AIRIA

MEDICAL AIRMA

MEDICAL VACUUMMV

NITROGENN

NITROUS OXIDENO

OXYGENO

PURE WATERPW

SERVICE WATER - POTABLEW

PIPE CONTINUATION

PRESSURE SENSOR (FURNISHED WITH BALL VALVE)P

ROUTE TO DRAIN

"WYE" - STRAINER

"WYE" - STRAINER W/SHUTOFF VALVE

AND HOSE CONNECTION WITH CAP

FLEXIBLE CONNECTION

MANUAL AIR VENT

DRAIN VALVE WITH HOSE CONNECTION AND CAP

EA MEDICAL EQUIPMENT AIR

VALVE BOX

MEDICAL GAS OUTLET (MGO)

ALARM PANEL

HEADWALL

SINGLE GAS OUTLET (AIR)A

SINGLE GAS OUTLET (OXYGEN)O

SINGLE GAS OUTLET (VACUUM)V

NITROGEN PRESSURE CONTROL CABINET

PRESSURE TRANSDUCER WITH ALARM WIRING

CO2 CARBON DIOXIDE

DRAIN - MEDICAL GASDMG

PLAN OR DETAIL NUMBER

PLAN OR DETAIL NAME

PLAN OR DETAIL SCALE

DETAIL REFERRED TO BY SECTION CUT

SHEET DETAIL IS LOCATED ON

NAME

VIEW NAME

1/8" = 1'-0"

M101

T101

SIM

DETAIL REFERRED TO BY ELEVATION

SHEET DETAIL IS LOCATED ON

INDICATES SIMILAR DETAIL

REFERENCED IN MULTIPLE LOCATIONS

SIM

INDICATES SIMILAR DETAIL

REFERENCED IN MULTIPLE LOCATIONS

LEVEL NAME

10' - 0" HEIGHT ABOVE

PROJECT 0' - 0"

1 INDICATES NOTE USED TO DESCRIBE

ADDITIONAL INFORMATION ABOUT

WORK REQUIRED, SPECIFIC TO THE

SHEET AND/OR DETAIL

N

O R HT

INDICATES DIRECTION OF TRUE NORTH

VIEW KEY

NEW WORK BY THIS CONTRACTOR

(DARK SOLID LINE)

NEW WORK UNDERFLOOR OR UNDERGROUND BY THIS CONTRACTOR

(DARK LONG DASHED LINE)

NEW WORK BY OTHERS AND/OR EXISTING TO REMAIN

(LIGHT SOLID LINE)

EXISTING TO BE REMOVED BY THIS CONTRACTOR

(DARK SHORT DASHED LINE)

LINE TYPE KEY:

APPLICABLE CODES

• 2016 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE CALIFORNIA CODE OF

REGULATIONS (CCR) TITLE 24, PART 1

• 2016 CALIFORNIA BUILDING CODE (CBC) CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 2 (2015 INTERNATIONAL BUILDING CODE (IBC) W/CALIFORNIA AMENDMENTS)

• 2016 CALIFORNIA REFERENCED STANDARDS CODE CALIFORNIA CODE OF REGULATIONS (CCR)

TITLE 24, PART 122016 CALIFORNIA REFERENCED STANDARDS CODE CALIFORNIA CODE OF

REGULATIONS (CCR) TITLE 24, PART 12

• 2016 CALIFORNIA ELECTRICAL CODE (CEC) CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 3 (2014 NATIONAL ELECTRICAL CODE (NEC) W/CALIFORNIA AMENDMENTS)

• 2016 CALIFORNIA MECHANICAL CODE CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24,

PART 4 (2015 UNIFORM MECHANICAL CODE (UMC) W/CALIFORNIA AMENDMENTS)

• 2016 CALIFORNIA PLUMBING CODE CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 5

(2015 UNIFORM PLUMBING CODE (UPC) W/CALIFORNIA AMENDMENTS)

• 2016 CALIFORNIA ENERGY EFFICIENCY STANDARDS CODE CALIFORNIA CODE OF REGULATIONS

(CCR) TITLE 24, PART 6

• 2016 CALIFORNIA FIRE CODE (CFC) CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 9

(2015 INTERNATIONAL FIRE CODE (IFC) W/CALIFORNIA AMENDMENTS)

STANDARDS:

NFPA 13 AUTOMATIC SPRINKLER SYSTEM (2016)

NFPA 24 PRIVATE FIRE MAINS (2016)

TEMPERATURE CONTROLS CONTRACTORT.C.C.

SECURITY CONTRACTORS.C.

AUDIO/VISUAL CONTRACTORA.V.C.

NURSE CALL CONTRACTORN.C.C.

CIVIL CONTRACTORC.C.

ASBESTOS ABATEMENT CONTRACTOR

FIRE PROTECTION CONTRACTORF.P.C.

AUTOMATIC TEMPERATURE CONTROL CONTRACTORA.T.C.

HEATING CONTRACTORH.C.

PLUMBING CONTRACTORP.C.

GENERAL CONTRACTORG.C.

MECHANICAL CONTRACTORM.C.

VENTILATION CONTRACTORV.C.

ELECTRICAL CONTRACTORE.C.

A.C.

CONTRACTOR ABBREVIATION KEY

ABBR: DESCRIPTION:

TECHNOLOGY CONTRACTORT.C.

CONSTRUCTION MANAGERC.M.

FOOD SERVICE CONTRACTORF.S.C.

R

EG

IS

T

ER

ED

PROFESS IONAL

ENG

IN

E E

R

S T

A

TE

OF CA L I FORN

I A

No. M029768

Exp. 06/30/22

M

E C HA N I CA

L

P A

U L

Q I P I NG

DO

N GRomanyk Consulting

Focusing on what matters

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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

Consultant:

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

Sprinklered

SD-1 PACKAGE - ORIGINAL SUBMITTAL 5/24/2017

SD-1 PACKAGE - RESUBMITTAL

SD-1 PACKAGE - RESUBMITTAL

SD-1 PACKAGE - RESUBMITTAL - SITE LOCATIONS

8/15/2017

9/15/2017

12/5/2017

SD-2 PACKAGE 5/15/2018

DD-1 NON REVIEW 8/02/2018

DD-1 SUBMISSION 8/23/2018

DD-2 SUBMISSION 10/27/2018

CD-1 SUBMISSION 02/10/2019

CD-1 RE-SUBMISSION 04/12/2019

CD-1 RE-SUBMISSION 01/31/2020

CD-2 SUBMISSION 04/30/2020

CONSTRUCTION DOCUMENT SUBMISSION 06/29/2020

REVIEW SET FOR CONSTRUCTION DOCUMENT SUBMISSION #2 09/24/2020

CONSTRUCTION DOCUMENT SUBMISSION #2 12/04/2020 C

R e v it L o c a l F ile s \P

M a th e r

S o c ia l S e rv ic e s C e lli e .t ra n .r v t

/4 /2

:4

:5

A

M

PLUMBING SYMBOLS, ABBREVIATIONS AND

GENERAL NOTES

SN LC

CONSTRUCTION DOCUMENT

SUBMISSION

FULLY SPRINKLERED

612-163

P-001

DESIGN SOCIAL WORK AND EXPAND

CLINICAL SPACE

3551 Femoyer Street Mather, CA 95655

12/04/2020

300 N. LAKE AVENUE 14TH FLOOR

PASADENA, CA 91101

626.463.2800 FAX: 626.463.2801

www.imegcorp.com # 02165361.00

HOSE BIBB

RECESSED

WATER CLOSET

DESCRIPTION

LAVATORY

PLUMBING FIXTURE SCHEDULE

WASTE PIPE

[MM]

VENT PIPE

REMARKS

FLOOR SINK

FLOOR DRAIN

ROOF RECEPTOR

ROOF DRAIN

OVERFLOW

DRAIN

FLOOR MOUNTED

WATER HAMMER

ARRESTOR

TRAP PRIMER

WITH

ACCESS PANEL

WITH

ACCESS PANEL

P-114

P-418

MARK

FD-S

FD-C

WB-1

RR-1

RD-1

OD-1

WHA-1

TP-2

AREA

AND/OR

BLDG

SERVED GPM

TYPEMARK LOCATION

RECIRCULATION PUMP SCHEDULE

[1.3]CENTRIFUGALBUILDINGLEVEL 2

HAC #205

CP-1

FLUID

DOMESTIC

COLD

WATER

(L/s)

FLOW

FT (kPa)

HEAD

20 10

FT (kPa)

NPSH

AVAILABLE

NANA

°F (°C)

TEMPERATURE

[60]140

SP. GR.

MIN. %

EFF HP (kW)

NOMINAL

POWER

NA1/12

PHASE

CIRCULATING FLUID ELECTRICAL MOTOR

VOLT

MAX

RPM

SPEED

CONTROL

REMARKS

1 120 2650 CONSTANT70

BELL & GOSSETT MODEL NO. PL-30B OR APPROVED

EQUAL. WALL MOUNTED WITH UNI-STRUT.

AREA

AND/OR

BLDG

SERVED GAL/HR

TYPEMARK LOCATION

GAS FIRED WATER HEATER SCHEDULE

[916]TANKLEVEL 2

HAC #205

WH-1

STORAGE

CAPACITY

[L/HR]

RECOVERY @

70°F

[39°C] RISE TIME TO

RECOVER

CONTENTS,

MINUTES

242 -

PSIG (kPa)

RELIEF VALVE

SETTING

[1034]150

TYPE

NATURAL

GAS

IN WG

[PA] CFH [L/H]

FLOW

[4247]150

PHASE

ELECTRICAL MOTOR

VOLT REMARKS

- [-][2739]

BRADFORD WHITE, MODEL NO. EF-60T-150E-3N(A) OR

APPROVED EQUAL, WITH CONCENTRIC VENT KIT

TERMINATION AND NEUTRALIZATION KIT.

GAL [L]

60 [227]

FUEL

INLET

PRESSURE

NOMINAL POWER

EA.

HP [KW]

1 115

AREA

AND/OR

BLDG

SERVED

TYPEMARK LOCATION

DOMESTIC WATER THERMAL EXPANSION TANK SCHEDULE

[49]

THERMAL

EXPANSION

TANK

BUILDINGET-1

°F

MAX

FT (kPa)

INITIAL PRESSURE

IN TANK

120 [419]140

PSIG [kPa]

MAX OPERATING

PRESSURE

[1034]150

RELIEF VALVE

PSIG [KPA]

[1034]150 2

PIPE SIZE TO

TANK

REMARKS

[7.6]

SYSTEM TEMPERATURE RANGE

MIN

[°C]

[13]55

PSIG [kPa]

MIN. TANK

VOLUME

GAL [L] IN [MM]

3/4 [19]

IN

[100] 2 [50]

[MM]IN

COLD WATER

1.5 [38]

[MM]IN

HOT WATER

[MM]IN

WASTE

FIXTURE

UNITS

WRIST

BLADE

HANDLES

ELECTRIC

SENSOR

6 N/A NO

WATER

FIXTURE

UNITS

2 [75] 2 [50] .75 [19] 2 N/A NO2.75 [19]

SINK SERVICEP-501 3 [75] 2 [50] .75 [19] 3 N/A NO4.75 [19]

P-704 2 [50] 1.5 [38] .75 [13] 2 N/A NO2.75 [19]SHOWER

AMERICAN STANDARD MODEL NO. 3461.001, BARIATRIC 1000 LBS CAPACITY, VITREOUS CHINA, FLOOR MOUNTED, ELONGATED BOWL, 1 1/2" TOP SPUD,

1.28 GPF, ADA COMPLIANT; FLUSHOMETER, SLOAN MODEL NO. 111-SMO-1.28, BATTERY SENSOR OPERATED; SEAT, BEMIS MODEL NO. 9400SSCT, PLASTIC OPEN FRONT, SELF-SUSTAINING CHECK HINGES, STAINLESS STEEL POSTS. SUBSTITUTIONS CAN BE MADE FOR THE LISTED MODELS AS LONG

AS THEY ARE APPROVED EQUALS.

AMERICAN STANDARD MODEL NO. 9024.004EC, VITREOUS CHINA, WALL HUNG, CONCEALED ARM SUPPORTS; FAUCET, CHICAGO FAUCETS MODEL NO.

116.203.AB.1, LEAD FREE BRASS CONSTRUCTION, CHROME PLATED, GOOSENECK, 0.5 GPM, LAMINAR FLOW OUTLET, BATTERY OPERATED, DUAL BEAM

INFRARED SENSOR, ADA COMPLIANT; COVER PLATE, CHICAGO FAUCET MODEL NO. 240.627.21.1, P-TRAP, MCGUIRE MODEL NO. 8090CNCSAN, LA-PATTERN; STOPS, CHICAGO FAUCET MODEL NO. STB.21.00.AB; RISERS, BRASS CRAFT S1-12KCF; ADA COVERS, TRUEBRO MODEL NO. 103 E-Z

INSULATING KIT FOR WASTE AND ANGLE STOPS. SUBSTITUTIONS CAN BE MADE FOR THE LISTED MODELS AS LONG AS THEY ARE APPROVED EQUALS.

AMERICAN STANDARD MODEL NO. 7741.000, FLOOR MOUNTED, WHITE EMAMELED CAST IRON, WITH CHROME PLATED FLAT GRID DRAIN, REMOVABLE VINYL RIM GUARD; FAUCET, CHICAGO MODEL NO. 897-CCP, VACUUM BREAKER, PAIL HOOK, INTEGRAL CHECK VALVES, INTEGRAL STOPS, HOSE THREAD OUTLET, WALL BRACE. SUBSTITUTIONS CAN BE MADE FOR THE LISTED MODELS AS LONG AS THEY

ARE APPROVED EQUALS.

EXAM ROOMSP-420 2 [75] 2 [50] .75 [19] 2 N/A NO2.75 [19]

AMERICAN STANDARD MODEL NO. 0483.600, VITREOUS CHINA, UNDERCOUNTER; FAUCET, CHICAGO FAUCETS MODEL NO. 116.203.AB.1, BATTERY

OPERATED, LEAD FREE BRASS CONSTRUCTION, CHROME PLATED, GOOSENECK, 1.5 GPM, LAMINAR FLOW OUTLET, DUAL BEAM INFRARED SENSOR, ADA

COMPLIANT; DRAIN, MCGUIRE MODEL NO. 155WCSAN; COVER PLATE, CHICAGO FAUCET MODEL NO. 240.627.21.1; P-TRAP, MCGUIRE MODEL NO.

8090CNCSAN, LA-PATTERN; STOPS, CHICAGO FAUCET MODEL NO. STB.21.00.AB; RISERS, BRASS CRAFT S1-12KCF; ADA COVERS, TRUEBRO MODEL NO.

103 E-Z INSULATING KIT FOR WASTE AND ANGLE STOPS. SUBSTITUTIONS CAN BE MADE FOR THE LISTED MODELS AS LONG AS THEY ARE APPROVED

EQUALS.

BREAK ROOMSP-528 2 [75] 2 [50] .75 [19] 2 N/A NO2.75 [19]

JUST MODEL NO. SL-ADA-2019-16-GR, SINGLE BOWL, 5 1/2" DEEP, 16 GAUGE, 304 STAINLESS STEEL, SELF-RIMMING, LEDGE BACK; FAUCET, CHICAGO

FAUCETS MODEL NO. 786-E35VPCABCP, 8" CENTERS, LEAD FREE BRASS CONSTRUCTION, CHROME PLATED, GOOSENECK, 1.5 GPM, LAMINAR FLOW

OUTLET, MANUAL OPERATED, WRIST BLADES, ADA COMPLIANT; DRAIN, JUST MODEL NO. J-ADA-35-SSF, STAINLESS STEEL WITH REMOVABLE STRAINER;

P-TRAP, MCGUIRE MODEL NO. 8090CNCSAN, LA-PATTERN; STOPS, CHICAGO FAUCET MODEL NO. STB.21.00.AB; RISERS, BRASS CRAFT S1-12KCF; ADA

COVERS, TRUEBRO MODEL NO. 103 E-Z INSULATING KIT FOR WASTE AND ANGLE STOPS. SUBSTITUTIONS CAN BE MADE FOR THE LISTED MODELS AS

LONG AS THEY ARE APPROVED EQUALS.

J.R. SMITH MODEL NO. 3100-Y-C OR APPROVED EQUAL, MEDIUM CAPACITY, RECTANGULAR, FLASHING CLAMP, CAST IRON WITH ACID RESISTANT

ENAMEL COATED INTERIOR AND ALUMINUM DOME BOTTOM STRAINER, DOUBLE DRAINAGE FLANGE, SEEPAGE HOLES, WITH NICKEL BRONZE 1/2

OR 3/4 TOP AND TRAP PRIMER CONNECTION AS REQUIRED.

JAY R. SMITH MODEL #1015Y-R-C-CID OR APPROVED EQUAL, CAST IRON BODY WITH COMBINED FLASHING CLAMP AND GRAVEL STOP, SUMP

RECEIVER, UNDERDECK CLAMP AND CAST IRON DOME. WITH ADJUSTABLE EXTENSION. OR APPROVED EQUAL.

JAY R. SMITH MODEL #1080Y-R-C-CID OR APPROVED EQUAL, CAST IRON BODY WITH COMBINED FLASHING CLAMP AND GRAVEL STOP, SUMP

RECEIVER, UNDERDECK CLAMP AND CAST IRON DOME. 2" CAST IRON WATER DAM. OR APPROVED EQUAL.

PRECISION PLUMBING PRODUCTS MODEL NO. SC-500A THROUGH SC-2000F OR APPROVED EQUAL, BARREL FABRICATED OF TYPE

K HARD DRAWN COPPER, BRASS PISTON, "O" RING EPDM SEAL, INSTALL AT EACH PLUMBING FIXTURE OR BATTERY OF PLUMBING

FIXTURE. INSTALL ON BOTH HOT AND COLD WATER BRANCH LINES IN AN UP RIGHT POSITION AS CLOSE AS POSSIBLE TO THE

VALVE OR VALVES BEING SERVED. SIZE AND LOCATION PER P.D.I. STANDARD WH-201. PROVIDE DISTRIBUTION UNIT FOR MULTIPLE

DRAINS.

ICE MAKER

BOX

IMB-1

2 [50] 2 [50] N/A N/A 2 N/A N/A2N/A N/A

2 [50] 2 [50] 2 N/A N/A2

N/A N/A N/A N/A N/A N/A N/AN/AN/A N/A

N/A N/A N/A N/A .75 [19] N/A N/A N/AN/AN/A N/A

N/A N/A

N/A N/A N/A N/A N/A N/A N/AN/AN/A N/A

N/A N/A N/A N/A

N/A N/A N/A N/A .75 [19] N/A N/A N/AN/AN/A N/A

N/A N/A N/A N/A .75 [19] N/AN/A N/A N/A

MINIMUM

FLOW RATE

(GPM)

TW

OUT

(°F)

LOCATIONSYMBOL

MIXING VALVE SCHEDULE

FLOW RATE

(GPM) REMARKSMANUFACTURER

AND MODEL

INLET SIZE

(IN)

OUTLET

SIZE (IN)

PRESS.

DROP @

FLOW

RATE (IN)

105-3/8" 3/8"

CHICAGO FAUCET

MODEL NO.

131-ABNF OR

APPROVED EQUAL

MULTIPLE

LOCATIONS

- 0.35

ASSE 1070 COMPLIANT, BRASS BODY CONSTRUCTION, CORROSION RESISTANT INTERNAL COMPONENTS, THERMOSTATIC WATER MIXING VALVE, LEAD FREE, COMPENSATE FOR CHANGES IN WATER TEMPERATURE, ADJUSTMENT CAP WITH LOCKING FEATURE, EQUIPPED WITH INTEGRAL CHECK VALVES AT INLETS. (SET AT

105°F)

105-1/2" 1/2"

CHICAGO FAUCET

MODEL NO.

122-ABNF OR

APPROVED EQUAL

MULTIPLE

LOCATIONS

ASSE 1017 COMPLIANT, BRASS BODY CONSTRUCTION, CORROSION RESISTANT INTERNAL COMPONENTS, THERMOSTATIC WATER MIXING VALVE, LEAD FREE, COMPENSATE FOR CHANGES IN WATER

TEMPERATURE, ADJUSTMENT CAP WITH LOCKING FEATURE, EQUIPPED WITH INTEGRAL CHECK VALVES AT

INLETS. (SET AT 100°F)

TMV-1

TMV-2

SE E

PLANS

SE E

PLANS

SE E

PLANS

SE E

PLANS

J.R. SMITH MODEL NO. 2005-A OR APPROVED EQUAL, DUCO CAST BODY, ROUND NICKEL BRONZE HEEL PROOF ADJUSTABLE 6" STRAINER

GRATE WITH DOUBLE DRAINAGE FLANGE, WEEP HOLES, 2" HUBLESS. PROVIDE WITH TRAP PRIMER CONNECTION AS REQUIRED.

SYMMONS MODEL NO. 1-117VT-FS. PROVIDE WITH PRESSURE BALANCING VALVE , FIXED SHOWER HEAD, INTEGRAL SERVICE STOPS, 30 INCH SLIDE

BAR, 60 INCH WHITE VINYL HOSE, VANDAL RESISTANT ESCUTCHEON SCREWS; SYMMONS MODEL NO. ADACHS, HAND HELD SHOWER, NON-POSITIVE

SHUT-OFF BUTTON, 1.5 GPM FLOW RATE, ADA COMPLIANT; SYMMONS MODEL NO. 4-451, PUSH-BUTTON DIVERTER VALVE, AND SYMMONS MODLE NO.

VB VACUUM BREAKER. SUBSTITUTIONS CAN BE MADE FOR THE LISTED MODELS AS LONG AS THEY ARE APPROVED EQUALS.

HOSE BIBB

ROOF

HB-1

N/A N/A N/A N/AN/A N/A N/A N/A

N/AN/A N/AN/A N/AN/A N/AN/A N/A N/AN/A N/A.75 [19] 1 N/A N/AN/AN/A

N/AN/A N/AN/A N/AN/A N/AN/A N/A N/AN/A N/A.75 [19] 1 N/A N/AN/AN/A

2 2 [50] 2 [50] 2N/A N/AN/A N/AN/A N/AN/A N/A N/A N/AN/A

AMTROL, MODEL NO. ST-5C OR APPROVED EQUAL, ASME COMPLAINT, POLYPROPYLENE LINER.

BUILDING

DOWNSPOUT

COVER

DSC-1

LEVEL 2

HAC #205

DRINKING

FOUNTAIN

P-608 OASIS MODEL NO. PGFEBFSL OR APPROVED EQUAL, ADA COMPLIANT, WITH BOTTLE FILLER, STAINLESS STEEL CONSTRUCTION, LEAD FREE FILTER, [30]

°F [°C]

N/A N/AN/AN/A N/A N/AN/A N/A N/A N/A N/A N/A J.R. SMITH MODEL NO. 1775 OR APPROVED EQUAL, 304 STAINLESS STEEL CONSTRUCTION, WITH PERFORATED HINGED COVER.

2 [50] 2 [50] 1 N/A N/A1N/A N/AN/A N/A0.75 [19]

LAUNDRY

BOX

LB-1 2 [50] 2 [50] 3 - -40.75 [19] 0.75 [19]

PPP MODEL NO. MM-500MLB OR APPROVED EQUAL, WHITE POWDER COATED STEEL, PROVIDE WITH TWO VALVES, WATER HAMMER ARRESTOR AND

2" DRAIN.

EQUIPMENT SCHEDULE

NSF/ANSI 372 COMPLIANT.

PPP MODEL NO. MM-500MIMB OR APPROVED EQUAL, WHITE POWDER COATED METAL BOX, LEAD FREE, BRASS PLATED QUARTER TURN VALVE.

PLUMBING EQUIPMENT SCHEDULE

DESCRIPTIONSYMBOL REMARKS

BOOSTER

PUMP

BP-1

BFP-1

AREA

AND/OR

BLDG

SERVED

TYPEMARK LOCATION

HYDRO-PNEUMATIC TANK SCHEDULE

HYDRO

-PNEUMATIC

TANK

BUILDINGHNT-1

°F

MAX

FT (kPa)

INITIAL PRESSURE

IN TANK

70 [120]40

PSIG [kPa]

MAX OPERATING

PRESSURE

[523]175

RELIEF VALVE

PSIG [KPA]

-- 68

PIPE SIZE TO

TANK

REMARKS

[258]

SYSTEM TEMPERATURE RANGE

MIN

[°C]

[13]55

PSIG [kPa]

MIN. TANK

VOLUME

GAL [L] IN [MM]

1 1/4 [32]

LEVEL 1

STORAGE 112

°F [°C]

AMTROL, MODEL NO. WX-404C OR APPROVED EQUAL, ASME COMPLAINT,

POLYPROPYLENE LINER.

ELEC REQUIREMENT: 115V

PLUMBING EQUIPMENT SCHEDULE

DESCRIPTIONSYMBOL REMARKS

SEISMIC GAS

VALVE

PACIFIC SEISMIC PRODUCTS, VERTICAL MOUNTED VALVE MODEL NO. VT-315F, 3" SIZE. VALVE IS RATED FOR 60 PSI. INSTALL VALVE SO IT CAN BE PROPERLY MAINTAINED IN THE FIELD.

CALIFORNIA SEISMIC VALVES ARE UL LISTED IN USA AND CANADA, CERTIFIED BY THE CALIFORNIA STATE ARCHITECTS OFFICE. VALVE SHALL MEET CALIFORNIA STANDARDS FOR EARTHQUAKE ACTUATED AUTOMATIC GAS SHUT OFF SYSTEMS STANDARD NUMBER 12-23-1, ANSI Z21.70, 1981 AND ASCE 25-97 STANDARDS.

EQV-1

PRECISION PLUMBING PRODUCTS PRIME-RITE, P-1 OR P-2 SERIES OR APPROVED EQUAL, WITH DISTRIBUTION UNIT FOR

MULTIPLE DRAINS. 3/4" MALE HOSE W/ VACUUM BREAKER. PROVIDE WITH ACCESS PANEL.

ACORN MODEL NO. 8101 OR APPROVED EQUAL, RECESSED HOSE BOX, INTEGRAL VACUUM BREAKER AND LOOSE KEY OPERATION.

ACORN MODEL NO. 8126-LF OR APPROVED EQUAL, BENT NOSE, VERITICAL STANDPIPE VALVE, INTEGRAL VACUUM BREAKER AND

LOOSE KEY OPERATION.

JR SMITH MODEL NO. 3960Y OR APPROVED EQUAL, WITH SOLID WATER DAM AND BOTTOM STRAINER.

EQUIP. TYPE

BACKFLOW

PREVENTER

TAG

REMARKS

DESCRIPTION

3/4", WATTS MODEL NO. LF909, REDUCED PRESSURE TYPE, FDA EPOXY COATED CAST IRON. LEAD FREE ALL HYDRAULIC SENSING PASSAGES SHALL BE INTERNALLY

LOCATED WITHIN THE MAINLINE AND RELIEF VALVE BODIES AND RELIEF VALVE COVER, FDA EPOXY COATED STRAINER, OS&V GATE VALVES, PROVIDE WITH AIR GAP, USC AND ASSE 1013 COMPLIANT.

HYDRO, MODEL NO. MPC-E 2CRE 10-1 3X460V, DUPLEX POTABLE WATER BOOSTER PUMP SYSTEM, PRE-FABRICATED AND TESTED, VARIABLE SPEED DRIVE, HAVING A CONSTANT WATER DELIVER PRESSURE. THE PUMP SYSTEM SHALL INCLUDE PUMPS, PUMP LOGIC CONTROLLER WITH COLOR DISPLAY, ABLE TO COMMUNICATE WITH BACNET, MODBUS, PROFIBUS AND LON, UL CERTIFIED AND LISTED, NSF 61 LISTED, LOW LEAD, ASHRAE 90.1 COMPLIANT WITHOUT THE NEED FOR A REMOTE SENSOR, IN-LINE VERTICAL MULTI-STAGE DESIGN, IMPELLER DIRECTLY CONNECTED TO THE PUMP SHAFT, ANSI CLASS 250 FLANGES FOR WATER CONNECTIONS, IMPELLERS AND SHAFTS SHALL BE STAINLESS STEEL, TOTALLY ENCLOSED FAN COOLED MOTORS WITH NEMA C-FACE, CLASS F INSULATION, ISOLATION VALVES SHALL BE ON THE SUCTION AND DISCHARGE SIDE OF THE PUMPS, A SPRING LOADED NON-SLAM CHECK VALVE SHALL BE ON THE DISCHARGE SIDE THE PUMP, 1 HP, 3 PHASE, 460V EACH OF 2 PUMPS.

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Exp. 06/30/22

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Focusing on what matters

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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

Consultant:

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

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PLUMBING SCHEDULES

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612-163

P-002

DESIGN SOCIAL WORK AND EXPAND

CLINICAL SPACE

3551 Femoyer Street Mather, CA 95655

12/04/2020

300 N. LAKE AVENUE 14TH FLOOR

PASADENA, CA 91101

3.4

20.27

6.9

2.65

40.08

-8.35

19.29

0.87

60.35

3.18

WATER METER BY (LOCAL WATER DISTRICT)

BACKFLOW PREVENTOR (BY CIVIL) = PSI

= PSI

TOTAL SITE LOSSES: (C) + (D) + (F) + (G) = PSI

STATIC LOSSES: BUILDING HEIGHT x .433

= PSI

RESIDUAL PRESSURE = = PSI

= PSI

TOTAL BLDG LOSSES: (I) + (K) + (L) = PSI

WATER PRESSURE:

= PSI

PSI

= PSI

A

B

I

J

L

M

C

D

H

O(A) - (H)MINIMUM PRESSURE BOOST

MINIMUM PUMP HEAD: (Q) X 2.31

SIZE BOOSTER PUMP AT: 20 FT HD @ 74 GPM

HEAD LOSS: 3 PSI/100 FT

LENGTH OF PIPE: 136 FEET

PIPE HEAD LOSS: 3PSI/100 FT X (136 FT X 1.5) / 2.31

16 FT X .433

SITE PIPE FRICTION:

STATIC HEIGHT: SITE HEIGHT CHANGE x .433

= PSIG2 FT X .433

TOTAL SITE LOSSES: (H) + (M) = PSIN

PIPE HEAD LOSS AGE FACTOR: (J) X 1.2 = PSIK

FT

PUMP DESCRIPTION:

PSI

WATER HEATER DEMAND TABLE

GALLONS

DEMAND

QTY TOTAL (GPH)

(PSMD) POSSIBLE MAXIMUM DEMAND

FIXTURE

MOP SINK 40202

SINK (OTHER) 11 6

LAVATORY 7 6 42

SHOWER * 2 30 60

BOILER

EQUIPMENT QTY

INDIVIDUAL

CAPACITY (CFH)

500 500

(CFH)

SUBTOTAL REQUIRED

PRESSURE

8"WC

1030 CFHTOTAL

EXISTING LOAD

EXISTING LOAD TO REMAIN

EXISTING LOAD TO BE REMOVED

NEW LOAD

TOTAL

0 CFH

0 CFH

0 CFH

1030 CFH

1030 CFH

USE 300 FEET ON TABLES 1216.2(1) CPC

TOTAL DEVELOPED PIPE LENGTH = 190 FEET X 1.5 = 285 FEET

MEASURED PIPE LENGTH = 190 FEET

GAS LOAD SUMMARY

INDIVIDUAL EQUIPMENT GAS LOADS

PIPE MATERIAL: TYPE L COPPER

MAXIMUM ACCEPTABLE PRESSURE LOSS: 3.0 PSI/100 FT.

MAXIMUM ACCEPTABLE VELOCITY: 4 FT./SEC.

PIPE MATERIAL: TYPE L COPPER

MAXIMUM ACCEPTABLE PRESSURE LOSS: 3.0 PSI/100 FT.

MAXIMUM ACCEPTABLE VELOCITY: 6 FT./SEC.

DOMESTIC HOT WATER SIZING

1/2"

3/4"

1"

1 1/4"

1 1/2"

2"

2 1/2"

1.82

4.75

9.58

15.67

22.18

38.59

59.50

2.50

3.15

3.72

4.0

4.0

4.0

4.0

3" 84.93 299 -4.0

DOMESTIC COLD WATER SIZING

1/2"

3/4"

1"

1 1/4"

1 1/2"

2"

2 1/2"

1.82

4.75

9.58

16.66

26.31

54.48

89.25

2.50

3.15

3.72

4.25

4.74

5.65

6.0

3" 127.40 518 4126.0

4" 223.99 1123 11236.0

5" 349.09 1500 15006.0

FIXTURE UNITS

PIPE

SIZE

(GPM) FLUSH

TANK

FLUSH

VALVE

FLOW

RATE VELOCITY

(FT/SEC.)

FIXTURE UNITS

PIPE SIZE

(GPM) FLUSH

TANK

FLUSH

VALVE

FLOW

RATE VELOCITY

(FT/SEC.)

6" 501.83 1500 15006.0

3 1/2" 172.31 761 7186.0

3 1/2" 114.87 454 -4.0

4" 149.33 634 -4.0

5" 232.73 1194 -4.0

(FLUSH VALVE FIXTURE UNITS)

FIXTURE UNIT TOTAL

FIXTURE QUANTITY

TOTAL 115.5

FIXTURE UNITS REQUIRED EA.

CW HW CW HW

DOMESTIC WATER FIXTURE UNIT LOADS

DRINKING FOUNTAIN

2 .25 .5-

WATER CLOSET

7 10 70- -

(PUBLIC)

LAVATORY

7 1.5 10.51.5 10.5

(PUBLIC)

SINK

13 1.5 19.51.5 19.5

(PUBLIC)

SHOWER

2 3 63 6

(PUBLIC)

MOP/ SERVICE SINK

2 3 63 6(PUBLIC)

(PUBLIC)

CLOTHES WASHER

1 3 33(PUBLIC)

MAXIMUM LENGTH OF RUNOUTS

PIPE SIZE

(IN)

3/8

1/2

3/4

CAPACITY PER FOOT

(GAL/FT)

0.00753

0.01210

0.02510

0.04290

PUBLIC LAVATORIES,

SINK, LOW FLOW

FIXTURES (.5 GPM)

12 OZ

NON-PUBLIC

LAVATORIES AND

SINKS (PATIENT AND

EXAM ROOMS)

24 OZ

ICE MACHINES

12 OZ

SHOWERS

24 OZ

LOW FLOW URINAL

.125 GAL

URINAL

0.5

PUBLIC LAVATORIES,

SINK, LOW FLOW

FIXTURES

24 OZ

NON-PUBLIC

LAVATORIES AND

SINKS (PATIENT AND

EXAM ROOMS)

24 OZ

WATER CLOSET

1.28 GAL

TRAP PRIMER

4 OZ

12.45020

7.74793

NA

NA

24.90040

15.49587

NA

NA

12.45020

7.74793

NA

NA

24.90040

15.49587

NA

NA

24.90040

15.49587

NA

NA

NA

15.49587

NA

NA

NA

NA

4.98008

NA

NA

NA

19.92032

NA

NA

NA

NA

29.83683

4.15007

2.58264

NA

NA

CLOTHES WASHER 1 15 15

PANTRY SINK 20102

WH-1 150 150 8"WC1

MINIMUM STREET PRESSURE @ BLDG:

MAXIMUM STREET PRESSURE @ BLDG:

DOMESTIC BOOSTER PUMP CALCULATION

H-1 215 215 8"WC1

H-2 165 165 8"WC1

(PRMD) PROBABLE MAXIMUM DEMAND:

(SDF) STORAGE DEMAND FACTOR:

(PSMD) POSSIBLE MAXIMUM DEMAND

(DF) DEMAND FACTOR:

(SCF) STORAGE CAPACITY FACTOR:

(RRPH) RECOVERY RATE PER HOUR: (PRMD)+(SDF)=(RRPH)

(ST) SPACE TYPE:

(PSMD)x(DF)=(PRMD)

2.00

(PRMD)x(SCF)=(SDF)

.3

OFFICE BUILDING

(34.65)+(69.3)=(103.95)

(115.5)x(.3)=(34.65)

(34.65)x(2.00)=(69.3)

115.5

TOTAL NEEDED FOR RECOVERY 103.95

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No. M029768

Exp. 06/30/22

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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

Consultant:

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

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DESIGN SOCIAL WORK AND EXPAND

CLINICAL SPACE

3551 Femoyer Street Mather, CA 95655

12/04/2020

300 N. LAKE AVENUE 14TH FLOOR

PASADENA, CA 91101

626.463.2800 FAX: 626.463.2801

(LOW PRESSURE GAS SYSTEM - LESS THAN 2 PSI)

FEMOYER STREETFEMOYER STREET

P E

T E

R A

. M cC

U E

N B

LV

D

F

U T

U R

E E

X T

E N

S

IO

N O

F P

E T

E R

A . M cC U

E N

B

LV

D

(N .I.

C

EXISTING SIDEWALK

E N

T R

Y /E

G R

E S

S

N .I

.C

LANDSCAPE

P A

R K

IN

G

N

.I .C

SIDEWALK

S

ID

E W

A L K

F U

T U

R E

S

ID

E W

A L K

N

.I .C

PARKING (N.I.C.) ENTRY/EGRESS

(N.I.C.)

HANDICAP

PARKING

CONCRETE & PAVEMENT AREA

PROPOSED IN CONTRACT

L A

N D

S C

A P

E

EN

TR

Y

S

ID

E W

A L K

SIDEWALK

4" SAN (102 FU)

I.E.= -5'-10"

FOR CONT.

REFER TO

CIVIL DWGS

2 1/2" CW(138.5 FU)

DEPTH OF COVER = 3'-0"

FOR CONT., SEE CIVIL DWGS. 3" G (1030 CFH)

DEPTH OF COVER = 3'-0"

FOR CONT., SEE CIVIL

DWGS.

LANDSCAPE W/ BERM

AND BOULDERS

ALONG SIDEWALK

F

6" FW

DEPTH OF COVER = 4'-0"

FOR CONT., SEE CIVIL DWGS.

METER &

REGULATOR BY

GAS CO.

EQV-1

4"C.O.

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No. M029768

Exp. 06/30/22

M

E C HA N I CA

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P A

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Q I P I NG

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N GRomanyk Consulting

Focusing on what matters

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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

Consultant:

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

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PLUMBING SITE PLAN

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CONSTRUCTION DOCUMENT

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612-163

PS101

DESIGN SOCIAL WORK AND EXPAND

CLINICAL SPACE

3551 Femoyer Street Mather, CA 95655

12/04/2020

300 N. LAKE AVENUE 14TH FLOOR

PASADENA, CA 91101

626.463.2800 FAX: 626.463.2801

www.imegcorp.com # 02165361.00

1" = 20'-0"1

PLUMBING SITE PLAN

B1 B2 B3 B4 B4.5 B4.9 B5 B6

0.1

1.0

1.1

2.0

3.0

4.0

4.3

B1.4

B3.3

0.9

3.4

Y

0.05

0.06

2.6

B4.1

B4.3

0.08

0.09

B1.8

1/4" / 12"

3"

2" 2" 2"

2"2"3"

2"

2" 4"

4" 3"

4"W FR.

FCO ABV

2"W FR.

P-528 ABV.

2"W FR.

P-420 ABV.

2"W FR.

P-420 ABV.

2"W FR.

P-420 ABV.

2"W FR.

P-420 ABV.

2"W FR.

P-420 ABV.

2"W FR.

P-420 ABV.

2"W FR.

P-420 ABV.

2"W FR.

P-420 ABV.

2"W FR.

P-420 ABV.

2"W FR.

P-418 ABV.

4"W FR.

P-114 ABV.

4"W FR.

P-114 ABV.

2"W FR.

P-418 ABV.

2"W FR.

P-420 ABV.

3"W FR. ABV.

2"W FR.

FCO ABV

4"W FR.

FCO ABV

3"W FR.

P-501 ABV.

PL301

4"

4"

2"

2"

2"

3" 3"

3"

3"

3"

2"

4"

4"

4"FW RISER

4"FW

DEPTH OF COVER = 3'-0"

FOR CONT., SEE CIVIL DWGS.

2"

1/2"TP

3/4"CW FR. ABV.

1/2"TP

1/2"TP

DF-C

DF-C

DF-C

3"W FR. ABV.

2 1/2"DW (138.5FU)

DEPTH OF COVER = 3'-7 1/2"

FOR CONT., SEE CIVIL DWGS.

GAS LINE BY UTILITY COMPANY.

R

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PROFESS IONAL

ENG

IN

E E

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OF CA L I FORN

I A

No. M029768

Exp. 06/30/22

M

E C HA N I CA

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P A

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Q I P I NG

DO

N GRomanyk Consulting

Focusing on what matters

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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

Consultant:

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

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SD-1 PACKAGE - RESUBMITTAL

SD-1 PACKAGE - RESUBMITTAL

SD-1 PACKAGE - RESUBMITTAL - SITE LOCATIONS

8/15/2017

9/15/2017

12/5/2017

SD-2 PACKAGE 5/15/2018

DD-1 NON REVIEW 8/02/2018

DD-1 SUBMISSION 8/23/2018

DD-2 SUBMISSION 10/27/2018

CD-1 SUBMISSION 02/10/2019

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REVIEW SET FOR CONSTRUCTION DOCUMENT SUBMISSION #2 09/24/2020

CONSTRUCTION DOCUMENT SUBMISSION #2 12/04/2020 C

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:4

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M

PLUMBING FIRST FLOOR PLAN - UNDERGROUND

SN LC

CONSTRUCTION DOCUMENT

SUBMISSION

FULLY SPRINKLERED

612-163

PL101.2

DESIGN SOCIAL WORK AND EXPAND

CLINICAL SPACE

3551 Femoyer Street Mather, CA 95655

12/04/2020

300 N. LAKE AVENUE 14TH FLOOR

PASADENA, CA 91101

626.463.2800 FAX: 626.463.2801

www.imegcorp.com # 02165361.00

1/8" = 1'-0"1

PLUMBING FIRST FLOOR PLAN - UNDERGROUND

GROUP RM.

EXAM

EXAM

EXAM

EXAM

ISO. EXAM

CLEAN

111D

CORRIDOR

BREAK RM.

CONSULT RM.

EXAM

EXAM

EXAM

EXAM

PROCEDURE

TLT.

10A

SOILED

111B

STAFF AREA

ELECT.

111C

HAC

RECEPTION

VESTIBULE

135STORAGE

LOCKERS

CORRIDOR

STAFF TLT

111A

CONSULT RM.

B1 B2 B3 B4 B4.5 B4.9 B5 B6

0.1

1.0

1.1

2.0

3.0

4.0

4.3

B1.4

B3.3

0.9

3.4

Y

0.05

0.06

2.6

B4.1

B4.3

0.08 0.09

B1.8

G

G

G

P-528

W/ TMV-3

P-420

W/ TMV-3

P-420

W/ TMV-3

P-420

W/ TMV-3

P-420

W/ TMV-3

P-418

W/ TMV-2

P-501

W/ TMV-2

P-114

P-418

W/ TMV-2

P-114

P-420

W/ TMV-3

P-420

W/ TMV-3

P-420

W/ TMV-3

P-420

W/ TMV-3

P-420

W/ TMV-3

P-420

W/ TMV-3

C W

PL301

WB-1

WB-1

WB-1

WB-1

3/4"

3/4"

3/4"

3/4"

G 3" G (1030

CFH)

FR. BEL.

3/4"

2 1/2" 2 1/2"

3/4" 3/4"

3"

2 1/2"

1 1/2"

1 1/2"

1 1/4" 1 1/4"

3/4" 3/4"

1 1/4" 1"

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

3/4" 3/4"

1 1/2"

1 1/2"

1 1/2"G UP

(TYP.)

(TYP.) WHA-1

WHA-1

TP-2

W/ AP

TP-2

W/ AP

BP-1

6" HOUSEKEEPING

PAD

6" HOUSE-

KEEPING

PAD

BOOSTER PUMP

CONTROLER

PANEL

HNT-1

1 1/4"

2 1/2"

S.O.V.

EQV-1

METER & REGULATOR

PROVIDED BY GAS CO.

R

EG

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PROFESS IONAL

ENG

IN

E E

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OF CA L I FORN

I A

No. M029768

Exp. 06/30/22

M

E C HA N I CA

L

P A

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Q I P I NG

DO

N GRomanyk Consulting

Focusing on what matters

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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

Consultant:

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

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SD-1 PACKAGE - RESUBMITTAL

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8/15/2017

9/15/2017

12/5/2017

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DD-1 NON REVIEW 8/02/2018

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CD-1 SUBMISSION 02/10/2019

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CONSTRUCTION DOCUMENT SUBMISSION #2 12/04/2020 C

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PLUMBING FIRST FLOOR PLAN - WATER

SN LC

CONSTRUCTION DOCUMENT

SUBMISSION

FULLY SPRINKLERED

612-163

PL101A

DESIGN SOCIAL WORK AND EXPAND

CLINICAL SPACE

3551 Femoyer Street Mather, CA 95655

12/04/2020

300 N. LAKE AVENUE 14TH FLOOR

PASADENA, CA 91101

626.463.2800 FAX: 626.463.2801

www.imegcorp.com # 02165361.00

1/8" = 1'-0"1

PLUMBING FIRST FLOOR PLAN - WATER

KEYNOTES:

HEAT TRACING AND INSULATION WITH A WEATHER JACKET SHALL BE PROVIDED ON THE HYDROPNEUMATIC TANK (HNT-1), DOMESTIC BOOSTER PUMP (BP-1) AND THE ASSOCIATED EXPOSED PIPING TO THE PUMP, FROM THE PUMP TO THE HYDROPNEUMATIC TANK. THE HEAT TRACING SYSTEM SHALL INCLUDE, BUT NO LIMITED TO, RYCHEM, MODEL 5XL1 CABLE, PAYCLIC-PC POWER CONNECTION, RAYCLIC-T TEE CONNECTION, AMC-F5 - THERMOSTAT/CONTROLLER, GT-66 - ATTACHMENT TAPE FOR PLUMBING, AND AT-180 - ATTACHMENT TAPE FOR HYDROPNEUMATIC TANK.

0.1

1.0

1.1

2.0

4.0

4.3

B1.4

B3.3

0.9

3.4

Y

0.05

0.06

2.6

B4.1

B4.3

0.08

0.09

B1.8

P-528

W/ TMV-3

P-420

W/ TMV-3

P-420

W/ TMV-3

P-420

W/ TMV-3

P-420

W/ TMV-3

P-418

W/ TMV-2

4" OD UP

(2,400 SQ. FT.)

O D

4" SD UP

(2,175 SQ. FT.)

S D

4" SD UP

(2,400 SQ. FT.)

3" OD UP

(190 SQ. FT.)

3" SD UP

(190 SQ. FT.)

4" OD UP

(2,175 SQ. FT.)

P-501

W/ TMV-2

P-114

P-418

W/ TMV-2

P-114

3"V UP.

P-420

W/ TMV-3

P-420

W/ TMV-3

P-420

W/ TMV-3

4"FCO

P-420

W/ TMV-3

P-420

W/ TMV-3

P-420

W/ TMV-3

4"FCO

3"W FROM

ABV.

3"W DN.

PL301

22"

2" 2"

3"

2" 2"

3"

2"

3"

2"

3"

2"

GROUP RM.

EXAM

EXAM

EXAM

EXAM

CORRIDOR

BREAK RM.

EXAM

EXAM

EXAM

EXAM

PROCEDURE

SOILED

111B

TLT.

10A

CLEAN

111D

STAFF AREA

CONSULT RM.

CONSULT RM.

STORAGE

LOCKERS

CORRIDOR

WHEEL CHAIRS

100A

HAC

STAFF TLT

111A

ELECT.

111C

STAIR

S1

VESTIBULE

ISO. EXAM

3" SD/OD DN.

(305 SQ. FT.)

(TYP.)

3"

2" 2"

2"V

2"V

2"V

3"W DN.

2"

2"W FRM

ABV

2"W FRM

ABV

3"

4" SD

TERMINATE SD & OD

6" AFG

4" SD/OD DN.

(2,590 SQ. FT.)

TERMINATE SD & OD

6" AFG

4" SD/OD DN.

(2,175 SQ. FT.)

TERMINATE SD & OD

6" AFG

WCO

WCO WCO

WCO

WCO

WCOWCOWCO WCO

WCO

MOUNT ON

WALL

R

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PROFESS IONAL

ENG

IN

E E

R

S T

A

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OF CA L I FORN

I A

No. M029768

Exp. 06/30/22

M

E C HA N I CA

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P A

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Q I P I NG

DO

N GRomanyk Consulting

Focusing on what matters

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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

Consultant:

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

Sprinklered

SD-1 PACKAGE - ORIGINAL SUBMITTAL 5/24/2017

SD-1 PACKAGE - RESUBMITTAL

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SD-1 PACKAGE - RESUBMITTAL - SITE LOCATIONS

8/15/2017

9/15/2017

12/5/2017

SD-2 PACKAGE 5/15/2018

DD-1 NON REVIEW 8/02/2018

DD-1 SUBMISSION 8/23/2018

DD-2 SUBMISSION 10/27/2018

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REVIEW SET FOR CONSTRUCTION DOCUMENT SUBMISSION #2 09/24/2020

CONSTRUCTION DOCUMENT SUBMISSION #2 12/04/2020 C

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PLUMBING FIRST FLOOR PLAN - WASTE

SN LC

CONSTRUCTION DOCUMENT

SUBMISSION

FULLY SPRINKLERED

612-163

PL101B

DESIGN SOCIAL WORK AND EXPAND

CLINICAL SPACE

3551 Femoyer Street Mather, CA 95655

12/04/2020

300 N. LAKE AVENUE 14TH FLOOR

PASADENA, CA 91101

626.463.2800 FAX: 626.463.2801

www.imegcorp.com # 02165361.00

PLUMBING FIRST FLOOR PLAN - WASTE

DN

OFFICE

OFFICE

211 OFFICE

IT

TOILET

TOILET

HAC

STORAGE

ELEV.

BREAK ROOM

STOR./PRINT

OPEN OFFICE

OFFICE

CONF.

ELECT

B1 B2 B3 B4 B4.5 B4.9 B5 B6

0.1

1.0

1.1

2.0

3.0

4.0

4.3

B1.4

B3.3

0.9

3.4

2.6

B4.1 B4.3

0.08 0.09

B1.8

PL301

3/4" CW

UP

1-1/4" G

(165 CFH)

UP TO

HUMIDIFIER

1-1/2" G

(215CFH)

UP TO

HUMIDIFIER

3/4"

3/4" CW

UP

2" 1 1/2"

CW

G

R

EG

IS

T

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PROFESS IONAL

ENG

IN

E E

R

S T

A

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OF CA L I FORN

I A

No. M029768

Exp. 06/30/22

M

E C HA N I CA

L

P A

U L

Q I P I NG

DO

N GRomanyk Consulting

Focusing on what matters

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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

Consultant:

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

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SD-1 PACKAGE - ORIGINAL SUBMITTAL 5/24/2017

SD-1 PACKAGE - RESUBMITTAL

SD-1 PACKAGE - RESUBMITTAL

SD-1 PACKAGE - RESUBMITTAL - SITE LOCATIONS

8/15/2017

9/15/2017

12/5/2017

SD-2 PACKAGE 5/15/2018

DD-1 NON REVIEW 8/02/2018

DD-1 SUBMISSION 8/23/2018

DD-2 SUBMISSION 10/27/2018

CD-1 SUBMISSION 02/10/2019

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CD-2 SUBMISSION 04/30/2020

CONSTRUCTION DOCUMENT SUBMISSION 06/29/2020

REVIEW SET FOR CONSTRUCTION DOCUMENT SUBMISSION #2 09/24/2020

CONSTRUCTION DOCUMENT SUBMISSION #2 12/04/2020 C

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PLUMBING SECOND FLOOR PLAN - WATER

SN LC

CONSTRUCTION DOCUMENT

SUBMISSION

FULLY SPRINKLERED

612-163

PL102A

DESIGN SOCIAL WORK AND EXPAND

CLINICAL SPACE

3551 Femoyer Street Mather, CA 95655

12/04/2020

300 N. LAKE AVENUE 14TH FLOOR

PASADENA, CA 91101

626.463.2800 FAX: 626.463.2801

www.imegcorp.com # 02165361.00

PLUMBING SECOND FLOOR PLAN - WATER

DN

0.1

1.0

1.1

2.0

3.0

4.0

4.3

B1.4

B3.3

0.9

3.4

2.6

B4.1

B4.3

0.08

0.09

B1.8

4"SD UP

(2,400 SQ. FT.)

3" SD UP

(305 SQ. FT.)

4" SD DN

(2,175 SQ. FT.)

3"V UP

4"OD UP

(2,400 SQ. FT.)

4"OD DN

(2,400 SQ. FT.)

4"SD DN

(2,400 SQ. FT.)

O D

S D

O

DS

D

4"OD DN

(2,175 SQ. FT.)

4"SD UP

(2,175 SQ. FT.)

4"OD UP

(2,175 SQ. FT.)

SD

OD

3" OD UP

(305 SQ. FT.)

SD

OD

3" SD DN

(305 SQ. FT.)

3" OD DN

(305 SQ. FT.)

3"V UP

3"W FROM

3"RR ABV.

3"W DN.

2"V UP

3"W FR.

3"RR ABV.

2"V UP

3" OD-1

(190 SQ. FT.)

3" RD-1

(190 SQ. FT.)

3/4"CD(1.75 TONS)

P-4.01

AC UNIT,

SEE MECH

DWGS

MAKE POC

TO UNIT

3"W DN.

3"W FROM

3"RR ABV.

2"W FROM

2"RR ABV.

2"W FROM

2"RR ABV.

2"V UP

2"V UP

2"V UP

2"W DN

2"W DN

3/4"CW UP

3/4"CW UP

R

EG

IS

T

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ED

PROFESS IONAL

ENG

IN

E E

R

S T

A

TE

OF CA L I FORN

I A

No. M029768

Exp. 06/30/22

M

E C HA N I CA

L

P A

U L

Q I P I NG

DO

N GRomanyk Consulting

Focusing on what matters

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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

Consultant:

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

Sprinklered

SD-1 PACKAGE - ORIGINAL SUBMITTAL 5/24/2017

SD-1 PACKAGE - RESUBMITTAL

SD-1 PACKAGE - RESUBMITTAL

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8/15/2017

9/15/2017

12/5/2017

SD-2 PACKAGE 5/15/2018

DD-1 NON REVIEW 8/02/2018

DD-1 SUBMISSION 8/23/2018

DD-2 SUBMISSION 10/27/2018

CD-1 SUBMISSION 02/10/2019

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REVIEW SET FOR CONSTRUCTION DOCUMENT SUBMISSION #2 09/24/2020

CONSTRUCTION DOCUMENT SUBMISSION #2 12/04/2020 C

R e v it L o c a l F ile s \P

M a th e r

S o c ia l S e rv ic e s C e lli e .t ra n .r v t

/4 /2

:4

:1

A

M

PLUMBING SECOND FLOOR PLAN - WASTE

SN LC

CONSTRUCTION DOCUMENT

SUBMISSION

FULLY SPRINKLERED

612-163

PL102B

DESIGN SOCIAL WORK AND EXPAND

CLINICAL SPACE

3551 Femoyer Street Mather, CA 95655

12/04/2020

300 N. LAKE AVENUE 14TH FLOOR

PASADENA, CA 91101

626.463.2800 FAX: 626.463.2801

www.imegcorp.com # 02165361.00

1/8" = 1'-0"1

PLUMBING SECOND FLOOR PLAN - WASTE

KEY NOTES

3/4"(1.75 TONS) CONDENSATE DRAIN DOWN

IN WALL & DISCHARGE INTO LAVATORY TAIL

PIECE.

(2,400 SQ. FT.)

(2,400 SQ. FT.)

4" RD-1

(2,175 SQ. FT.)

4" OD-1

(2,175 SQ. FT.)

4" RD-1

(2,020 SQ. FT.)

4" OD-1

(2,020 SQ. FT.)

3" RD-1

(305 SQ. FT.)

3" OD-1

(305 SQ. FT.)

4" RD-1

4"OD-1

B1 B2 B3 B4 B4.5 B4.9 B5 B6

0.1

1.0

1.1

2.0

3.0

4.0

4.3

B1.4

3.4

2.6

B4.1

0.08

0.09

B1.8

3" RR

3" RR

3" OD-1

(155 SQ. FT.)

3" RD-1

(155 SQ. FT.)

2" VTR

4" VTR

2" VTR

2" VTR

2" VTR

2 1/2" G

(500 CFH)

FROM BELOW

BFP-1

3/4"CW

FRM. BEL.

1"CD (30 TONS)

1"CD (30 TONS)

HB-1

3/4"CW TO

MECHANICAL

EQUIPMENT

P-4.01

PL401

PL401

3" RR

2" VTR

PL401

2 1-1/4"G

FRM BEL.

2" RR

2" RRBFP-1

3/4"CW

FRM. BEL.

1-1/2"G FRM. BEL.

2" VTR

BFP-1

3/4"CW

FRM. BEL.

3" VTR

3" OD-1

(190 SQ. FT.)

3" RD-1

(190 SQ. FT.)

R

EG

IS

T

ER

ED

PROFESS IONAL

ENG

IN

E E

R

S T

A

TE

OF CA L I FORN

I A

No. M029768

Exp. 06/30/22

M

E C HA N I CA

L

P A

U L

Q I P I NG

DO

N GRomanyk Consulting

Focusing on what matters

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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

Consultant:

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

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SD-1 PACKAGE - ORIGINAL SUBMITTAL 5/24/2017

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SD-1 PACKAGE - RESUBMITTAL

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8/15/2017

9/15/2017

12/5/2017

SD-2 PACKAGE 5/15/2018

DD-1 NON REVIEW 8/02/2018

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DD-2 SUBMISSION 10/27/2018

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CD-1 RE-SUBMISSION 01/31/2020

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CONSTRUCTION DOCUMENT SUBMISSION #2 12/04/2020 C

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PLUMBING ROOF PLAN

SN LC

CONSTRUCTION DOCUMENT

SUBMISSION

FULLY SPRINKLERED

612-163

PL103

DESIGN SOCIAL WORK AND EXPAND

CLINICAL SPACE

3551 Femoyer Street Mather, CA 95655

12/04/2020

300 N. LAKE AVENUE 14TH FLOOR

PASADENA, CA 91101

626.463.2800 FAX: 626.463.2801

www.imegcorp.com # 02165361.00

PLUMBING ROOF PLAN

TOILET

TOILET

EXAM

EXAM

EXAM

EXAM

PROCE

DURE

TLT.

10A

TLT.

10A

HAC

STAFF

TLT.

111A

STAFF

TLT.

111A

TOILET

HAC

SHWR ROOM

102A

STORAGE

STAFF

TLT.

111A

TLT.

10A

ROOF

LEVEL

ROOF

LEVEL

LEVEL 2

LEVEL 1

0'-0"

LEVEL 1

0'-0"

LEVEL 2

WATER PIPE SIZE

1 0 2 1

13 0 10 13

840298

16681668

NOTE:

NOMINAL

PIPE SIZE

COLD WATER

(FLUSH TANK)

COLD WATER

(FLUSH VALVE)

HOT WATERGPM

1. PIPE SIZING IS BASED ON 5 FPS MAXIMUM VELOCITY @

A PRESSURE DROP OF 3.4 PSI/100 FT.

2. NUMBER OF BEDROOM =7

3. NUMBER OF BATHROOMS WITH SHOWER OR TUBS =10

1/2"

3/4"

1"

1 1/4"

1 1/2"

2"

2 1/2"

3"

4"

NOTE:

P-114 P-114

2"(20)

P-418

W/TMV-2

P-501

W/TMV-2

3/4"(2) 3/4"(2) 3/4"(2) 3/4"(2) 3/4"(2) 3/4"(2) 3/4"(4) 3/4"(2)1 1/2"(10) 1 1/2"(10)

3/4"(2) 3/4" (4)

3/4"(2) 2 1/2" (138.5)

FOR CONT.

REFER SHEET

NO. PL202

2 1/2" (89.5)

2 1/2" (137.5)

1 1/2"(34) 3/4"(2)

2"(58)

CW

2 1/2"(138.5 FU)

1 1/2"(10)

WB-1

3/4"(1) 3/4"(1) 3/4"(1)

3/4"(2)

1 1/2"(10) 1 1/2"(10)

WH-1

ET-1

CP-1

1 2

FOR CONT.

REFER SHEET

NO. PL202

2" (69.5)

3/4"(1)

1 1/2"(10)

1 1/2"(12)

PROVIDE EXPANSION LOOPS AND ANCHORAGE WITH PIPE

GUIDES ON STRAIGHT LINE AS PER MFG RECOMMENDATION

BUT NOT GREATER THAN 60 FT LONG.

TP-2TP-2

TP-2

BP-1

HNT-1

1 1/4"

P-420

W/TMV-3

P-420

W/TMV-3

P-420

W/TMV-3

P-420

W/TMV-3

P-420

W/TMV-3

P-418

W/TMV-2

P-114 WB-1 WB-1

P-501

W/TMV-2

P-114

P-418

W/TMV-2 P-704

R

EG

IS

T

ER

ED

PROFESS IONAL

ENG

IN

E E

R

S T

A

TE

OF CA L I FORN

I A

No. M029768

Exp. 06/30/22

M

E C HA N I CA

L

P A

U L

Q I P I NG

DO

N GRomanyk Consulting

Focusing on what matters

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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

Consultant:

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

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SD-2 PACKAGE 5/15/2018

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DD-1 SUBMISSION 8/23/2018

DD-2 SUBMISSION 10/27/2018

CD-1 SUBMISSION 02/10/2019

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CD-1 RE-SUBMISSION 01/31/2020

CD-2 SUBMISSION 04/30/2020

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REVIEW SET FOR CONSTRUCTION DOCUMENT SUBMISSION #2 09/24/2020

CONSTRUCTION DOCUMENT SUBMISSION #2 12/04/2020 C

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PLUMBING DOMESTIC WATER RISER DIAGRAMS

SN LC

CONSTRUCTION DOCUMENT

SUBMISSION

FULLY SPRINKLERED

612-163

PL201

DESIGN SOCIAL WORK AND EXPAND

CLINICAL SPACE

3551 Femoyer Street Mather, CA 95655

12/04/2020

300 N. LAKE AVENUE 14TH FLOOR

PASADENA, CA 91101

626.463.2800 FAX: 626.463.2801

www.imegcorp.com # 02165361.00

NO SCALE1

DOMESTIC COLD AND HOT WATER RISER DIAGRAM AREA "A"

BREAK

RM

BREAK ROOM

TOILET

TOILET

105A

TOILET

105A

TOILET

CLEAN

111D

ISO

EXAM

EXAM

EXAM

EXAM

EXAM

SHWR

ROOM

104A

LAUNDRY

TOILET

105A

LEVEL 2

LEVEL 1

0'-0"

ROOF LEVELROOF LEVEL

LEVEL 2

LEVEL 1

0'-0"

NOMINAL

PIPE SIZE

COLD WATER

(FLUSH TANK)

COLD WATER

(FLUSH VALVE)

HOT WATERGPM

WATER PIPE SIZE

1 0 2 1

13 0 10 13

840298

16681668

NOTE:

1. PIPE SIZING IS BASED ON 5 FPS MAXIMUM VELOCITY @

A PRESSURE DROP OF 3.4 PSI/100 FT.

2. NUMBER OF BEDROOM =7

3. NUMBER OF BATHROOMS WITH SHOWER OR TUBS =10

1/2"

3/4"

1"

1 1/4"

1 1/2"

2"

2 1/2"

3"

4"

BFP

3/4"CW FOR

MAKE UP WATER

FOR MECHANICAL EQP.

BFP

3/4"CW FOR

MAKE UP WATER

FOR MECHANICAL EQP.

(HUMIDIFIER)

BFP

3/4"CW FOR

MAKE UP WATER

FOR MECHANICAL EQP.

(HUMIDIFIER)

P-528

W/TMV-3

3/4"(2)

P-528

W/TMV-2

3/4"(2)

NOTE:

P-114P-114

2"(20)

P-418

W/TMV-2

3/4"(2)

P-420

W/TMV-3

P-420

W/TMV-3

P-420

W/TMV-3

P-420

W/TMV-3

P-420

W/TMV-3

3/4"(4) 3/4"(4)

3/4"(2) 3/4"(2) 3/4"(2) 3/4"(2) 3/4"(2) 3/4"(2) 3/4"(2) 1 1/2" (10)

P-418

W/TMV-2

P-418

W/TMV-2

P-114 P-418

W/TMV-2

P-704

3/4"(2)

3/4"(5)1"(7)1"(13)

2"(25)

2"(44.5)2" (69.5)

1 1/2"(34) 3/4"(4)

1"(10)

1 1/4"(20)

P-420

W/TMV-3

1 1/2"(10)

WB-1

3/4"(1)

WB-1

3/4"(1)

3/4"(2.5)

3/4"(2.5)

2"(25)

1 1/2"(10)

HB-1

BFP-1

P-608

3/4"(1)

P-608

3/4"(1)

FOR CONT.

REFER SHEET

NO. PL201

FOR CONT.

REFER SHEET

NO. PL201

1 1/4" (15.5)

3/4"(4)

1"(8)

1"(8)

3/4"(4)

3/4"(8)

1 1/4"(18)

1 1/4" (19.5)

FOR CONT.

REFER SHEET

NO. PL201

1 1/4"(30) 1 1/2"(32)

PROVIDE EXPANSION LOOPS AND ANCHORAGE WITH PIPE

GUIDES ON STRAIGHT LINE AS PER MFG RECOMMENDATION

BUT NOT GREATER THAN 60 FT LONG.

TP-2 TP-2

BFP-1BFP-1

3/4"3/4"

R

EG

IS

T

ER

ED

PROFESS IONAL

ENG

IN

E E

R

S T

A

TE

OF CA L I FORN

I A

No. M029768

Exp. 06/30/22

M

E C HA N I CA

L

P A

U L

Q I P I NG

DO

N GRomanyk Consulting

Focusing on what matters

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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

Consultant:

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite…