Attachment 06a - Drawings 100CD-Plumbing.pdf

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Y1DA--VISN 8 MATOC - CARIBBEAN
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36C77624R0149
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These are plumbing design drawings for a VA project to provide high-level disinfection for a Sterile Processing (SPS) area, located at 10 Calle Casia in San Juan, Puerto Rico. The documents include comprehensive plumbing plans for domestic water, sanitary systems, pressurized air, and fire protection, with detailed technical specifications covering installation requirements, materials, codes, and construction procedures. Key elements include specific notes on water distribution piping (Type L copper for non-critical systems, stainless steel for critical systems), sanitary piping (cast iron above and below slab), installation of water hammer arrestors, and compliance with International Building, Plumbing, and Fire Codes, as well as VA design manuals. The project involves relocating and adding new plumbing fixtures in the Scope Sterile Storage and HLD Processing Areas, with precise routing of water, sanitary, and air systems, and integration with existing infrastructure.

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File Type Posted
Attachment 1 _ RFP 36C77624R0149 Tech Questions _ dated 7-30-25.docx DOCX document
36C77624R0149 0005.docx DOCX document
Attachment 1 _ RFP 36C77624R0149 Tech Questions _ dated 7-29-25.docx DOCX document
36C77624R0149 0004.docx DOCX document
Attachment 1 _ RFP 36C77624R0149 Tech Questions _ dated 7-25-25.docx DOCX document
36C77624R0149 0003.docx DOCX document
Attachment 2 - SOW Provide High Level Disinfection Room at SPS - 7-21-25.docx DOCX document
36C77624R0149 0002.docx DOCX document
Attachment 1 _ RFP 36C77624R0149 Tech Questions _ dated 7-24-25.docx DOCX document
36C77624R0149 0001.docx DOCX document
Attachment 1 - Sign-In Sheet - VISN 8 MATOC Caribbean - 7-9-25.pdf PDF
Attachment 06c - Base Offer Cost Breakdown.xlsx XLSX spreadsheet
Attachment 06b - Seed Project Price Schedule Sheet.docx DOCX document
Attachment 06a - Drawings 100CD-Electrical.pdf PDF
Attachment 04 - Subcontractor Information and Consent Form.docx DOCX document
Attachment 03 - Project Information Sheet for Contractors.docx DOCX document
Attachment 06e - PCRA 672-22-810.pdf PDF
Attachment 06a - Drawings 100CD-Architect.pdf PDF
Attachment 05 - Past Performance Questionnaire.docx DOCX document
36C77624R0149_2.docx DOCX document
Attachment 06d - Site Visit Instructions - Seed Project VISN 8 MATOC Caribbean.docx DOCX document
Attachment 06a - Specifications 100CD.pdf PDF
Attachment 06a - Drawings 100CD-Mechanical.pdf PDF
Attachment 06 - 672-22-810 Seed Project Notice of Task Order Request for Proposal.docx DOCX document
Attachment 02 - Limitations on Subcontracting.docx DOCX document
Attachment 01 - Technical Question Form - VISN 8 MATOC - Caribbean.xlsx XLSX spreadsheet
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GENERAL PLUMBING NOTES

1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITH APPLICABLE CODES AS SHOWN.

2. THE PLUMBING CONTRACTOR SHALL BE HELD TO HAVE VERIFIED ALL EXISTING CONDITIONS, INCLUDING SITE VISITATION, AND REVIEW OF AS BUILT DOCUMENTATION AS APPLICABLE PRIOR TO BIDDING, ORDERING, FABRICATION OR

INSTALLATION OF ANY MATERIALS OR EQUIPMENT ON THIS PROJECT.

3. UNLESS OTHERWISE SPECIFIED, ALL MATERIALS SHALL BE NEW. ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBING CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE. ALL EXCAVATION AND BACK FILL AS REQUIRED FOR THIS PHASE OF CONSTRUCTION SHALL BE A PART OF

THIS CONTRACT.

4. REQUIRED INSURANCE SHALL BE PROVIDED BY THE PLUMBING CONTRACTOR FOR PROTECTION AGAINST PUBLIC

LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK.

5. PLUMBING CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, FEES, INSPECTION AND TESTS, PLUMBING CONTRACTOR TO OBTAIN PERMIT AND APPROVED SUBMITTALS PRIOR TO BEGINNING WORK OR ORDERING EQUIPMENT.

PLUMBING CONTRACTOR MUST BE PRESENT FOR ALL INSPECTIONS OF HIS WORK BY REGULATORY AUTHORITIES.

6. DRAWINGS ARE DIAGRAMMATIC IN NATURE AND ARE TO BE READ IN CONJUNCTION WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL AND STRUCTURAL DRAWINGS AND ARE CONSIDERED TO BE ONE SET OF DOCUMENTS. BENDS OFFSETS AND TRANSITIONS WILL BE REQUIRED TO PROVIDE AND INSTALL A COMPLETE AND FUNCTIONAL SYSTEM AND SHALL BE PROVIDED BY THE PLUMBING CONTRACTOR AT NO ADDITIONAL COST. DO NOT SCALE FOR THE EXACT LOCATION OF

FIXTURES, PIPING, EQUIPMENT, ETC.

7. CONTRACTOR SHALL SUBMIT FOR APPROVAL ELECTRONIC PDF COPIES OF MANUFACTURER DRAWINGS FOR ALL PLUMBING FIXTURES AND EQUIPMENT INCLUDED IN CONTRACT. ALL MATERIAL SHALL BE NEW FROM A U.S.

MANUFACTURER OF GOOD QUALITY. ALL WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER BY SKILLED

TRADESMEN.

8. GENERAL CONTRACTOR SHALL CONSIDER THE PROJECT AS ONE SET OF DOCUMENTS. GENERAL CONTRACTOR SHALL PROVIDE AN ENTIRE SET OF DOCUMENTS SHOWING ALL TRADES TO EACH SUBCONTRACTOR PRIOR TO BIDDING AND CONSTRUCTION. GENERAL CONTRACTOR SHALL COORDINATE WITH ALL OTHER CONTRACTORS TO INFORM ARCHITECT/ENGINEER OF ANY DISCREPANCIES OR CONFLICTS ON THE DOCUMENTS PRIOR TO SUBMITTING FINAL BID AND COMMENCING ANY WORK. CONTRACTOR SHALL MAKE HIMSELF AVAILABLE FOR REVIEWING DOCUMENTS WITH

ARCHITECT/ENGINEER UPON REQUEST

9. THE GENERAL CONTRACTOR SHALL PROVIDE IN WRITING ON COMPANY LETTER HEAD ALL ITEMS VALUE ENGINEERED OR OMITTED FROM ENTIRE PROJECT. THIS DOCUMENT SHALL HAVE DETAILED DESCRIPTION AND TRANSPARENCY OF ALL ITEMS IN EACH DISCIPLINE AND TRADE. INFORMATION SHALL BE PROVIDED TO ARCHITECT AND ENGINEER FOR REVIEW PRIOR TO SUBMITTING FINAL BID. CONTRACTOR SHALL MAKE HIMSELF AVAILABLE FOR REVIEWING DOCUMENTS WITH

ARCHITECT/ENGINEER/OWNER UPON REQUEST.

10. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. REPORT ANY DISCREPANCY TO ENGINEER/ARCHITECT PRIOR TO BEGINNING CONSTRUCTION.

11. VERIFY LOCATION, SIZE, DIRECTION OF FLOW AND INVERTS OF ALL EXISTING UTILITIES PRIOR TO BEGINNING OF

CONSTRUCTION. ADVISE ENGINEER OF ANY DISCREPANCIES.

12. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE INVERT ELEVATIONS OF EXISTING DRAINAGE PIPING AS REQUIRED TO ASSURE THAT CONNECTIONS TO EXISTING SYSTEMS CAN BE COMPLETED. THE CONTRACTOR SHALL SCOPE, X-RAY, AND TEST AS NECESSARY TO VERIFY EXISTING INVERT ELEVATIONS. THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO THE ENGINEER IN WRITING PRIOR TO COMMENCEMENT OF THE GROUND ROUGH.

13. WATER DISTRIBUTION PIPING SHALL BE TYPE EITHER "L" COPPER FOR NON CRITICAL WATER SYSTEMS. CRITICAL WATER DISTRIBUTION PIPING TO BE SCH 40 STAINLESS STEEL WITH BUTT-WELDED OR GROOVED FITTINGS.

14. UNLESS OTHERWISE INDICATED ON THE PLAN, THE SOIL, WASTE PIPING SHALL BE CAST IRON ABOVE AND BELOW SLAB.

15. ALL FIXTURES MUST BE PROVIDED WITH READILY ACCESSIBLE STOPS AND APPROPRIATELY MARKED ACCESS PANELS.

ISOLATION VALVES LOCATED IN CEILING CAVITIES ABOVE HARD CEILINGS SHALL BE SUPPLIED WITH APPROVED ACCESS PANELS. COORDINATE LOCATIONS WITH GENERAL CONTRACTOR PRIOR TO INSTALLATION. ALL VALVES TO BE LOCATED

NO MORE THAN 24" ABOVE THE ACCESS PANEL.

16. FURNISH AND INSTALL APPROVED, ENGINEERED PISTON TYPE MECHANICAL WATER HAMMER ARRESTORS AT EACH PLUMBING FIXTURE OR FIXTURE GROUP WITH QUICK CLOSING VALVES, INSTALLATION OF THE ARRESTOR SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS, AND SHALL BE IN COMPLIANCE WITH IBC-P 604.9 AND ASSE 1010. THE ARRESTOR SHALL BE LOCATED WITHIN THE EFFECTIVE RANGE OF THE QUICK CLOSING VALVE, WITH ACCESS UNLESS THE ARRESTOR IS DESIGNED FOR CONCEALED APPLICATION AND IS APPROVED BY AHJ.

17. DIELECTRIC COUPLINGS ARE REQUIRED BETWEEN ALL DISSIMILAR METAL IN PIPING AND EQUIPMENT CONNECTIONS.

18. ISOLATE COPPER PIPE FROM HANGER OR SUPPORTS WITH ISOLATOR PAD.

19. ALL FIRE RATED FLOOR AND WALL PENETRATIONS SHALL BE PROPERLY PROTECTED FROM FIRE, SMOKE AND WATER PENETRATION BY FILLING VOIDS BETWEEN PIPE AND WALL/FLOOR SLEEVES WITH FIRE RATED FOAM, TO ACHIEVE THE

SAME RATING AS WALLS OR FLOORS AS PART OF THE PLUMBER'S WORK.

20. PLUMBING CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF

ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED.

21. PROVIDE ACCESS PANELS FOR ALL CONCEALED VALVES AND ALL WATER HAMMER ARRESTERS. ACCESS PANELS IN RATED WALLS MUST MAINTAIN THE SAME RATING AND MUST MATCH THE FINISH OF THE WALL IN WHICH IT IS INSTALLED.

ALL VALVES AND WATER HAMMER ARRESTER TO BE LOCATED NO MORE THAN 24" ABOVE THE ACCESS PANEL..

22. PROVIDE CHROME PLATED COMBINATION COVER PLATE AND CLEAN OUT PLUG OR ACCESS PANEL FOR ALL WALL CLEAN

OUTS.

23. ALL CONTROL VALVES SHALL BE TAGGED AND MARKED. A REPRODUCIBLE DIAGRAM LOCATING ALL VALVES SHALL BE

PROVIDED FOR OPERATOR.

24. PROVIDE ANGLE STOPS ON ALL WATER SERVICE LINES TO FIXTURES FOR INDIVIDUAL SHUT-OFF.

25. REFER TO SPECIFICATION BOOK FOR PIPE INSULATION SPECIFICS.

26. ALL FLOOR DRAINS NOT OTHERWISE PRIMED WITH INDIRECT WASTE SHALL BE PRIMED FROM THE NEAREST DOMESTIC

WATER FIXTURE. REFERENCE FLOOR DRAIN PRIMING DETAIL.

27. PLUMBING CONTRACTOR SHALL PROVIDE ENGINEER WITH AS-BUILT DRAWINGS UPON COMPLETION.

28. UNLESS OTHERWISE SPECIFIED, THE PLUMBING CONTRACTOR SHALL PROVIDE MOTOR STARTERS AS REQUIRED FOR ALL PLUMBING RELATED EQUIPMENT. THE STARTERS SHALL BE MATCHED TO THE EQUIPMENT AND THE SERVICE VOLTAGE.

PHASE LOSS MONITORS/PROTECTION SHALL BE REQUIRED ALL THREE PHASE EQUIPMENT. COORDINATE PRIOR TO

ORDERING/PURCHASING/INSTALLATION.

29. CONTRACTOR SHALL SUBMIT FOR APPROVAL (BEFORE ORDERING OR INSTALLING SUCH UNITS) TO THE MECHANICAL

ENGINEER A TYPED LIST OF ALL BACKFLOW PREVENTERS TO BE USED FOR PROJECT.

30. REVERSE OSMOSIS SYSTEMS (RO SYSTEMS) SHALL BE PIPED WITH STAINLESS STEEL.

31. ALL PIPING TO BE TESTED IN ACCORDANCE WITH SECTION 312 OF THE INTERNATIONAL PLUMBING CODE.

AAV AIR ADMITTANCE VALVE

ACW AUTOMATIC CLOTHES WASHER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

CI CAST IRON

CFU COLD WATER FIXTURE UNIT

CO CLEANOUT

COND CONDENSATE

CTG CLEANOUT TO GRADE

CM COFFEE MAKER

CW COLD WATER

DFU DRAINAGE FIXTURE UNIT

DW DISHWASHER

EFD EMERGENCY FLOOR DRAIN

EWC ELECTRIC WATER COOLER

EWH ELECTRIC WATER HEATER

EX EXISTING

FCO FLOOR CLEAN OUT

FD FLOOR DRAIN

FF FINISHED FLOOR

FLR FLOOR

GWH GAS WATER HEATER

HB HOSE BIBB

HC HANDICAP

HFU HOT WATER FIXTURE UNIT

HW HOT WATER

HWR HOT WATER RECIRC.

IE INVERT ELEVATION

LAV LAVATORY

NTS NOT TO SCALE

OD ROOF OVERFLOW DRAIN

RD ROOF DRAIN

RE RELOCATE EXISTING

REF REFERENCE

REF REFRIGERATOR

RO REVERSE OSMOSIS

SK SINK

SH SHOWER

SST STAINLESS STEEL

TFU TOTAL FIXTURE UNIT

TUB BATH TUB

UR URINAL

UC UNDER COUNTER

VTR VENT TO ROOF

WC WATER CLOSET

WCO WALL CLEANOUT

NOTE: NOT ALL ABBREVIATIONS MAY APPLY TO PLANS

PLUMBING ABBREVIATIONS

PLUMBING SYMBOL LEGEND

X"Ø SAN

SANITARY DRAIN

X"Ø VNT

SANITARY VENT

X"Ø GW

GREASE WASTE DRAIN

X"Ø STM

STORM WATER DRAIN

X"Ø COND

CONDENSATE DRAIN

X"Ø CW

COLD WATER SUPPLY PIPE

X"Ø HW

HOT WATER SUPPLY PIPE

EXISTING PIPE

DEMOLISHED PIPE

WATER SUPPLY PIPE WITH

CAPPED END

DOMESTIC WATER DOWN

DOMESTIC WATER UP

FULL-OPEN VALVE

FULL-OPEN VALVE W/

ACCESS DOOR

HOT WATER RECIRCULATION

PIPE

X"Ø HW 140°

140°F HOT WATER SUPPLY

PIPE

CONNECT TO EXISTING AT

THIS LOCATION

POINT OF DEMO

X"Ø HWR

NOTE: NOT ALL SYMBOLS MAY APPLY TO PLANS

ADDITIONAL NOTES

MATERIALS AND WORKMANSHIP SHALL COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES IN THEIR LATEST REVISIONS.

CONTRACTOR SHALL COORDINATE SPECIFIC REQUIREMENTS OF EQUIPMENT WITH MANUFACTURER SHOP DRAWINGS.

ALL EQUIPMENT SHALL BE INSTALLED STRICTLY IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION

INSTRUCTIONS.

APPLICABLE BUILDING CODES

INTERNATIONAL BUILDING CODE, (2021)

INTERNATIONAL PLUMBING CODE, (2021)

INTERNATIONAL FIRE CODE, (2021)

VA PLUMBING DESIGN MANUAL PG-18-10 (2023)

NFPA13 (2022)

VA FIRE PROTECTION DESIGN MANUAL (2023)

GENERAL FIRE SPRINKLER NOTES

1. ALL FIRE SPRINKLER WORKS TO BE INSTALLED BY A FIRE SPRINKLER CONTRACTORS CERTIFIED IN PUERTO RICO.

2. ALL WORKMANSHIP AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITH THE APPLICABLE CODES, RULES AND

ORDINANCES.

3. SPRINKLER SYSTEM LAYOUT DOCUMENTS SHALL BE SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO CONSTRUCTION. THEY SHALL INCLUDE BUT NOT LIMITED TO THE FLOW TEST DATA, BACKFLOW AND FLOW SWITCHES, RISER ASSEMBLY, DRAIN AND TEST ASSEMBLY, HEAD LOCATIONS, CUT LENGTHS AND HYDRAULIC CALCULATIONS.

4. THE SPRINKLER CONTRACTOR SHALL CONSIDER THE PROJECT AS ONE SET OF DOCUMENTS. THE GENERAL CONTRACTOR SHALL PROVIDE THE SPRINKLER CONTRACTOR A COMPLETE SET OF DOCUMENTS INCLUDING ALL TRADES PRIOR TO BIDDING AND CONSTRUCTION. THE SPRINKLER CONTRACTOR SHALL COORDINATE WITH ALL OTHER CONTRACTORS AS REQUIRED AMD WILL INFORM THE ARCHITECT/ENGINEER OF ANY DISCREPANCIES OR POSSIBLE CONFLICTS ON THE DOCUMENTS PRIOR TO SUBMITTING FINAL BID AND COMMENCING ANY WORK. THE SPRINKLER CONTRACTOR SHALL MAKE HIMSELF AVAILABLE FOR REVIEWING DOCUMENTS WITH ARCHITECT/ENGINEER UPON

REQUEST.

5. THE FIRE SPRINKLER CONTRACTOR SHALL BE HELD TO HAVE VERIFIED ALL EXISTING CONDITIONS, INCLUDING SITE VISITATION, AND REVIEW OF AS BUILT DOCUMENTATION AS APPLICABLE PRIOR TO BIDDING, ORDERING, FABRICATION, OR

INSTALLATION OF ANY MATERIALS OR EQUIPMENT ON THIS PROJECT.

6. ALL WORK SHALL BE PERFORMED BY A LICENSED FIRE SPRINKLER CONTRACTOR IN A FIRST CLASS WORKMANLIKE

MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE.

7. REQUIRED INSURANCE SHALL BE PROVIDED BY THE FIRE SPRINKLER CONTRACTOR FOR PROTECTION AGAINST PUBLIC

LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK.

8. FIRE SPRINKLER CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, FEES, INSPECTIONS, AND TESTS. FIRE SPRINKLER CONTRACTOR TO OBTAIN PERMIT AND APPROVED SUBMITTALS PRIOR TO BEGINNING WORK OR ORDERING EQUIPMENT. FIRE SPRINKLER CONTRACTOR MUST BE PRESENT FOR ALL INSPECTIONS OF HIS WORK BY REGULATORY

AUTHORITIES.

9. DRAWINGS ARE DIAGRAMMATIC IN NATURE AND ARE TO BE READ IN CONJUNCTION WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND STRUCTURAL DRAWINGS AND ARE CONSIDERED TO BE ONE SET OF DOCUMENTS. DO NOT

SCALE FOR THE EXACT LOCATION OF FIXTURES, PIPING, EQUIPMENT, ETC.

10. FIRE SPRINKLER CONTRACTOR SHALL SUBMIT FOR APPROVAL A DIGITAL COPY OF THE MANUFACTURER'S DRAWINGS FOR EACH PIECE OF EQUIPMENT INCLUDED IN CONTRACT. ALL MATERIAL SHALL BE NEW OF U.S MANUFACTURER OF GOOD QUALITY. ALL WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER BY SKILLED TRADESMEN.

11. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. REPORT ANY DISCREPANCY TO ENGINEER/ARCHITECT PRIOR TO BEGINNING CONSTRUCTION.

12. AS APPLICABLE THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING AND SUPPORTING FUNCTIONALITY OF FIRE

SPRINKLER SYSTEMS IN UN-REMODELED AREAS DURING CONSTRUCTION AND INSTALLATION.

SPRINKLER LAYOUT DOCUMENTS

1. THE CONTRACTOR SHALL PROVIDE SYSTEM LAYOUT DOCUMENTS FOR A WET PIPE FIRE PROTECTION SYSTEM

CONSISTENT WITH THE REQUIREMENTS OF NFPA 13.

2. THE DOCUMENTS SHALL INCLUDE HEAD LAYOUTS, PIPE CUT LENGTHS, HYDRAULIC CALCULATIONS, CATALOG INFORMATION ON STANDARD PRODUCTS, AND OTHER CONSTRUCTION DATA THAT PROVIDES DETAIL ON THE LOCATION OF RISERS, CROSS MAINS, BRANCH LINES, SPRINKLER HEADS, SIZING OF PIPE, AND HANGER LOCATIONS AND ALSO

SERVES AS A GUIDE FOR FABRICATION AND INSTALLATION OF A FIRE PROTECTION SYSTEM.

3. THE HYDRAULIC CALCULATIONS SHALL BE COMPUTER GENERATED USING A SOFTWARE EQUAL TO “HYDRACAD “ OR SIMILAR APPROVED SOFTWARE AND SHALL INCLUDE A SUMMARY SHEET, GRAPH SHEET, A WATER SUPPLY ANALYSIS, A NODE ANALYSIS AND DETAIL WORK SHEETS CONSISTENT WITH THE REQUIREMENTS OF NFPA 13.

4. IT IS THE RESPONSIBILITY OF THE SPRINKLER CONTRACTOR TO COORDINATE THE LOCATIONS OF SPRINKLER HEADS WITH

REGARD TO ARCHITECTURAL FEATURES AND OTHER SIMILAR OBSTRUCTIONS.

5. SPRINKLER HEADS IN ACOUSTICAL CEILING TILE (ACT) SHALL BE LOCATED IN THE CENTER OF THE TILE.

FIRE SPRINKLER SCOPE OF WORK

1. THE FIRE SPRINKLER SCOPE OF WORK FOR THIS PROJECT CONSISTS OF RELOCATING EXISTING SPRINKLER HEADS AND

ADD NEW SPRINKLER HEADS AS REQUIRED OFF OF EXISTING SYSTEM.

2. RECESSED HEADS SHALL BE USED FOR FINISHED CEILINGS, AND UPRIGHT HEADS FOR UNFINISHED CEILINGS.

ACCEPTANCE TEST CRITERION

1. THE SYSTEM SHALL BE TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF NFPA-13 AND NFPA-24 AS APPLICABLE. THE CONTRACTOR SHALL NOTIFY THE AUTHORITY HAVING JURISDICTION (FIRE DEPARTMENT) AND THE OWNER (OR OWNER'S REPRESENTATIVE) OF THE TIME AND DATE TESTING WILL BE PERFORMED AT LEAST 48 HOURS IN ADVANCE. THE FIRE PROTECTION ENGINEER SHALL PARTICIPATE IN INSPECTIONS AND THE FINAL ACCEPTANCE TESTING OF THE FIRE

PROTECTION SYSTEMS.

2. THE INSTALLING CONTRACTOR SHALL COMPLETE THE REQUIRED ACCEPTANCE TESTS. THE FOLLOWING CERTIFICATES

SHALL BE COMPLETED WITH ALL APPLICABLE TEST RESULTS:

2.1. NFPA 13, FIGURE 10.10.1, “CONTRACTOR'S MATERIAL AND TEST CERTIFICATE FOR UNDERGROUND PIPING.”

2.2. NFPA 13, FIGURE 25.1, “CONTRACTOR'S MATERIAL AND TEST CERTIFICATE FOR ABOVEGROUND PIPING.”

3. SEE NFPA 13, SYSTEM ACCEPTANCE, AND CHAPTER 10 SECTION 10.10, TESTING AND ACCEPTANCE FOR DETAILS ON

APPLICABLE ITEMS.

4. WATER FLOW DETECTING DEVICES INCLUDING THE ASSOCIATED ALARM CIRCUITS SHALL BE FLOW TESTED THROUGH THE INSPECTOR'S TEST CONNECTION AND SHALL RESULT IN AN AUDIBLE ALARM ON THE PREMISES WITHIN 5 MINUTES AFTER

SUCH FLOW BEGINS AND UNTIL SUCH FLOW STOPS.

STRUCTURAL SUPPORT AND OPENINGS

THE STRUCTURE OF THE BUILDING SHALL INCLUDE THE WEIGHT OF THE SPRINKLER SYSTEM. THIS SHALL INCLUDE A DEAD LOAD OF 5 TIMES THE WEIGHT OF WATER-FILLED PIPE PLUS A LIVE LOAD OF 250 LBS AT THE POINT OF HANGING AS PER NFPA 13 17.1.2. THE DESIGN OF THE REINFORCEMENT SHALL BE PREPARED BY A STRUCTURAL ENGINEER REGISTERED IN PUERTO RICO. THE REINFORCEMENT, IF REQUIRED, SHALL BE SHOWN ON THE STRUCTURAL CONSTRUCTION DOCUMENTS. THE STRUCTURAL DOCUMENTS, ALONG WITH THE FIRE SPRINKLER SHOP DRAWINGS, SHALL BE SUBMITTED TO THE MECHANICAL ENGINEER FOR REVIEW PRIOR TO INSTALLATION. CONTRACTOR SHALL

COORDINATE WITH STRUCTURAL ENGINEER.

ADDITIONAL INFORMATION

A. POINT OF SERVICE - EXISTING

B. APPLICABLE NFPA CODES AND STANDARDS - REFERENCE SHEET PL-001, APPLICABLE BUILDING CODES BLOCK.

C. CLASSIFICATION OF HAZARD OCCUPANCY FOR EACH ROOM OR AREA - REFERENCE SHEET PL-101, OCCUPANCY

CLASSIFICATIONS BLOCK.

D. DESIGN APPROACH - REFERENCE SHEET PL-101, DESIGN APPROACH BLOCK.

E. SITE WATER CHARACTERISTICS - EXISTING

F. CONTRACTOR TO DOCUMENT EXISTING AND NEW WATER SUPPLY PIPING IN THE SCOPE OF WORK AREA.

G. CONTRACTOR TO VERIFY AND DOCUMENT EXISTING SPRINKLER ZONES AND SMOKE COMPARTMENTS.

H. CONTRACTOR TO ENSURE THAT NEW SPRINKLERS ARE CONNECTED TO THE CORRESPONDENT SPRINKLER ZONE.

REVISIONS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

FMS

Project and

Section

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

CD(100%CD-ISSUE FOR BID) SUBMITTAL - 04/22/2024

672-22-810VA PROVIDE HIGH LEVEL

DISINFECTION FOR SPS

10 CALLE CASIA - ADM. BLDG. SUITE

4M456 SAN JUAN, PR 00921-3201

/2

/2

:5

:5

A

M

PLUMBING COVER SHEET

PL-001

04/22/2024 RSM VMC

CD(100%CD-ISSUE FOR BID)

PLUMBING SHEET INDEX

PL-001 PLUMBING COVER SHEET

PL-101 FIRE PROTECTION PLANS

PL-201 PLUMBING PLANS

PL-501 PLUMBING DETAILS AND SCHEDULES

NO. DESCRIPTION DATE

(EX) (EX)

(EX)

(EX)

1 1

(EX)

(R) (R)

(R)

(R)

(N)

(N)

(EX)

(N)

Scope Sterile

Storage Area

Scope HLD

Processing Area

(N) (N)

(N)(N)

(R)

4 4

4 4

(EX)

(N) (N)

(N)(N)

(N)

4 4

(EX)

REVISIONS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

FMS

Project and

Section

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

CD(100%CD-ISSUE FOR BID) SUBMITTAL - 04/22/2024

672-22-810VA PROVIDE HIGH LEVEL

DISINFECTION FOR SPS

10 CALLE CASIA - ADM. BLDG. SUITE

4M456 SAN JUAN, PR 00921-3201

/2

/2

:5

:5

A

M

FIRE PROTECTION PLANS

PL-101

04/22/2024 RSM VMC

CD(100%CD-ISSUE FOR BID)

1/4" = 1'-0"

FIRE SPRINKLER FLOOR PLAN -

EXISTING

1/4" = 1'-0"

FIRE SPRINKLER FLOOR PLAN -

CONSTRUCTION PHASE

3/8" = 1'-0"

FIRE SPRINKLER FLOOR PLAN - FINAL

3/8" = 1'-0"

FIRE SPRINKLER RCP - FINAL

KEYNOTES

1 EXISTING SPRINKLER HEAD TO BE UP TURNED DURING CONSTRUCTION PHASE IN SAME

LOCATION.

2 EXISTING SRPINKLER HEAD TO BE RELOCATED DURING CONSTRUCTION PHASE AS SHOWN ON

VIEW #2.

3 PROVIDE NEW TEMPORARY SPINKLER FOR CONSTRUCTION IF THE EXISTING HEAD IN THE AREA IS

AFFECTED BY CONDITIONS DURING CONSTRUCTION. DEMOLISH ONCE CONSTRUCTION ENDS.

4 NEW PENDENT RECESSED SPRINKLER HEAD IN SAME LOCATION AS EXISTING CONDITIONS.

5 NEW TEMPORARY SPRINKLER FOR CONSTRUCTION PHASE. DEMOLISH ONCE CONSTRUCTION

ENDS.

6 EXISTING SPRINKLER HEAD COVER EXISTING BUT NO SPRINKLER HEAD INSTALLED.

Scope Sterile

Storage Area

Scope HLD

Processing Area

1/2"Ø CRCW

1/2"Ø CRHW

1/2"Ø CRHW

1/2"Ø CRCW

1/2"Ø CRCW

1/2"Ø CRHW

1/2"Ø CRCW

1/2"Ø CRHW

1/2"Ø CRCW

1/2"Ø CRHW

1/2"Ø SAN

/2

"Ø C

W

1/2"Ø CW

/2

"Ø C

W

SK-1

EYE-1

TMV-1

TMV-1

TMV-1

1/2"Ø CRTW

1/2"Ø CRTW

1/2"Ø CRTW

EDS-1

EDS-1

EDS-1

EWH-1 1/2"Ø CW

DISCHARGE TO HUB DRAIN

ACCESS PANEL (TYP)

6"Ø

SAN EX

4"Ø SAN

4"Ø

SAN4"Ø SAN

4"Ø SAN

4"Ø SAN

2"Ø VNT

CONNECTION TO

EXISTING SYSTEM

WCO

CONNECT TO

EXISTING SYSTEM

FS-1

FS-1

FS-1

SK-1

EYE-1

1 1/2"Ø VNT

1 1/2"Ø VNT

1 1/2"Ø VNT

1 1/2"Ø SAN

1 1/2"Ø SAN

2"Ø

SAN

2"Ø SAN

2"Ø SAN

3"Ø SAN

HUB-1

2"Ø

VNT

DISCHARGE TO FLOOR SINK

1/2"Ø CW

1/2"Ø CW

1/2"Ø C

W

/2

"Ø S

A N

1/2"Ø C

W

1/2"Ø

SAN

1/2"Ø CRCW

1/2"Ø CRHW

1/2"Ø CRHW

1/2"Ø CRCW

1 1/4"Ø CRCW (EX)

1/2"Ø CRHW (EX)

1/2"Ø CRHW (EX)

CONNECT TO

EXISTING

SK-1

EYE-1

EWH-1

TMV-1

TMV-1

TMV-1

1/2"Ø

AIR

1/2"Ø AIR

CONNECT TO

EXISTIG SYSTEM

1/4"Ø AIR

1/4"Ø AIR

1/4"Ø AIR

1/2"Ø AIR

1/2"Ø AIR

Scope Sterile

Storage Area

Scope HLD

Processing Area

SK-1

EYE-1

FS-1

FS-1

FS-1

2"Ø SAN

"Ø

S A

N

2"Ø SAN

3"Ø SAN

1 1/2"Ø VNT1 1/2"Ø VNT

1 1/2"Ø VNT

HUB-1

4"Ø SAN

4"Ø SAN

4"Ø SAN

4"Ø SAN

"Ø

S A

N

4"Ø SAN

2"Ø VNT

"Ø

V N

T

"Ø

S A

N E

X "Ø

S A

N E

X

SK-1

EYE-1

EDS-1

EDS-1

EDS-1

1/2"Ø AIR

/2

"Ø A

IR

/2

"Ø A

IR

/2

"Ø A

IR

1/4"Ø AIR

1/4"Ø AIR

1/4"Ø AIR

/2

"Ø A

IR

Scope Sterile Storage Area

Scope HLD Processing Area

SPS SOILED

AREA

AUTOMATIC

CART WASH

EX

REVISIONS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

FMS

Project and

Section

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

CD(100%CD-ISSUE FOR BID) SUBMITTAL - 04/22/2024

672-22-810VA PROVIDE HIGH LEVEL

DISINFECTION FOR SPS

10 CALLE CASIA - ADM. BLDG. SUITE

4M456 SAN JUAN, PR 00921-3201

/2

/2

:5

:0

A

M

PLUMBING PLANS

PL-201

04/22/2024 RSM VMC

CD(100%CD-ISSUE FOR BID)

KEYNOTES

1 CONNECT TO EXISTING CRITICAL WATER PIPING ALONG WALL, GC TO VERIFY

EXISITNG PIPE LOCATIONS, PROVIDE ISOLATION VALVE NEAR CONNECTION POINT

2 CONNECT TO EXISTING DOMESTIC WATER COLD PIPE IN WALL FROM REMOVED

EXISTING EYE WASH. GC TO FIELD VERIFY EXACT LOCATION.

3 DISCHARGE CONNECTION FOR THERMOSTATIC MIXING VALVE SETUP AND PURGE.

ROUTE IN CEILING SPACE WITH 1/4 IN/FT SLOPE AND DISCHARGE TO HUB DRAIN.

4 CONNECT TO EXISTING SANITARY PIPING, GC TO VERIFY EXISITNG PIPE

LOCATIONS

5 CONNECT TO EXISTING SANITARY VENT PIPING, GC TO VERIFY EXISITNG PIPE

LOCATIONS

6 HUB DRAIN FOR THERMOSTATIC MIXING VALVE SETUP AND PURGE DISCHARGE.

7 ENSURE 90 PSI AIR PRESSURE IS PROVIDED FOR EQUIPMENT OPERATIONS.

8 THERMOSTATIC MIXING VALVE TO BE SET FOR AN OUTPUT TEMPERATURE OF 96F.

1/2" = 1'-0"

DOMESTIC WATER FLOOR PLAN

SANITARY ISOMETRIC PLAN

DOMESTIC ISOMETRIC PLAN

GAS ISOMETRIC PLAN

1/2" = 1'-0"

SANITARY FLOOR PLAN

1/2" = 1'-0"

PRESSURED AIR FLOOR PLAN

NORMALLY OPEN VALVES

1/2"Ø CRCW

1/2"Ø CRHW

1/2"Ø CRTW

NORMALLY CLOSED VALVE

TMV-1

NORMALLY

OPEN

VALVE

/2

"Ø S

A N

NOTES:

1. WATER QUALITY TEST PORT.

2. THERMOSTATIC MIXING VALVE TO

BE SET FOR 96F WATER

TEMPERATURE.

3. CONNECTION FOR TMV SETUP

AND PURGE.

REVISIONS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

FMS

Project and

Section

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

CD(100%CD-ISSUE FOR BID) SUBMITTAL - 04/22/2024

672-22-810VA PROVIDE HIGH LEVEL

DISINFECTION FOR SPS

10 CALLE CASIA - ADM. BLDG. SUITE

4M456 SAN JUAN, PR 00921-3201

/2

/2

:5

:0

A

M

PLUMBING DETAILS AND

SCHEDULES

PL-501

04/22/2024 RSM VMC

CD(100%CD-ISSUE FOR BID)

3" = 1'-0"

DETAIL - THERMOSTATIC MIXING VALVE

PIPE HANGER AND BRACING AS

BASIS OF DESIGN SHOWN.

PLEASE PROVIDE EQUAL OR

EQUIVALENT.

Sheets
PL-001 - PLUMBING COVER SHEET
PL-101 - FIRE PROTECTION PLANS
PL-201 - PLUMBING PLANS
PL-501 - PLUMBING DETAILS AND SCHEDULES

File details come from the government source that posted it. Updated .