Attachment 06a - Drawings 100CD-Plumbing.pdf
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- Y1DA--VISN 8 MATOC - CARIBBEAN
- Solicitation number
- 36C77624R0149
About this file
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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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 .