ABBREVIATIONS
PIPE AND FITTING MATERIALS PERMITTED
GENERAL NOTES:
APPX
APPROXIMATE
ARCH
ARCHITECTURAL
BFP
BACKFLOW PREVENTER
BTU
BRITISH THERMAL UNIT
BTUH
BTU/HOUR
CO
CLEANOUT
CWS
COLD WATER SUPPLY
°F
DEGREES (FAHRENHEIT)
DN
PIPE DOWN, THROUGH FLOOR
DROP
PIPE DOWN, NOT THROUGH FLOOR
DWH
DOMESTIC WATER HEATER
DWV
DRAIN, WASTE, AND VENT
5. CONTRACTOR RESPONSIBLE FOR PAYING FOR ALL FEES ASSOCIATED WITH OBTAINING PERMITS, INSPECTIONS, ETC.
(E)
EXISTING
6. THE INSTALLING CONTRACTOR SHALL BE LICENSED IN THE LOCAL JURISDICTION PRIOR TO BIDDING ON PROJECT. CONTRACTOR TO CONTACT CITY/TOWNSHIP TO VERIFY LICENSE
TO ENSURE THEY ARE CURRENT.
HANGER SCHEDULE (2015 NSPC, CHAPTER 8)
ELEV
ELEVATION
MATERIAL
MAX. VERTICAL SPACING (FT)
FD
FLOOR DRAIN
FS
FLOOR SINK
FCO
FLOOR PLATE CLEANOUT
GAS
LOW PRESSURE GAS (BELOW 0.5 PSI)
GPM
GALLONS PER MINUTE
HWR
DOMESTIC HOT WATER RETURN
HWS
DOMESTIC HOT WATER SUPPLY
UNDERGROUND BUILDING DRAINAGE AND VENT PIPE
MATERIAL
CAST IRON PIPE
PIPE STANDARD
FITTING STANDARD
ASTM A 74; ASTM A 888;
CISPI 301
ASTM B 16.4; ASTM B 16.12;
ASTM A 74; ASTM A 888; CISPI
301
ABOVE-GROUND BUILDING DRAINAGE AND VENT PIPE
MATERIAL
CAST IRON PIPE
PIPE STANDARD
FITTING STANDARD
ASTM A 74; ASTM A 888;
CISPI 301
ASTM A 74; ASTM A 888; CISPI
301
1. THESE GENERAL PLUMBING NOTES SHALL APPLY TO ALL P SERIES DRAWINGS, IN COORDINATION WITH DIVISION 22 SECTIONS, AND FRONT END (DIVISION 0 AND 1) REQUIREMENTS.
ALL WORK ASSOCIATED WITH THE P SERIES DRAWINGS SHALL BE COORDINATED WITH ALL OTHER TRADES TO AVOID CONFLICTS.
2. ALL WORK SHALL BE PERFORMED IN COOPERATION WITH THE OWNER (AND/OR OWNER'S REPRESENTATIVE) AND THE ARCHITECT/ENGINEER THE CONTRACTOR SHALL
COORDINATE ALL WORK WITH THE CONSTRUCTION SCHEDULE ESTABLISHED BY THE OWNER AND ARCHITECT, AND SHALL IMMEDIATELY REPORT ANY DELAYS IN MATERIALS RECEIPT
INCLUDING CIRCUMSTANCES CAUSING DELAYS.
3. CONTRACT DRAWINGS FOR THE PLUMBING WORK ARE DIAGRAMMATIC, INTENDED TO CONVEY THE SCOPE OF WORK AND TO INDICATE THE GENERAL ARRANGEMENT AND
APPROXIMATE LOCATION OF EQUIPMENT, PIPING, AND ACCESSORIES. THE INSTALLING CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING AND VERIFYING ALL CONDITIONS,
DIMENSIONS, AND LOCATIONS PRIOR TO BIDDING PROJECT. CHECK PROJECT DRAWINGS PRIOR TO INSTALLATION FOR INTERFERENCES WITH OTHER TRADES. SHOULD THE
CONTRACTOR FIND SUCH INTERFERENCES, THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING HIS WORK WITH OTHERS. THE OWNER RESERVES THE RIGHT TO MAKE
REASONABLE CHANGES PRIOR TO ROUGH-IN WITHOUT ADDED EXPENSE. DIMENSIONS INDICATED ARE SUBJECT TO VERIFICATION OF EXACT SITE CONDITIONS AT THE TIME OF
INSTALLATION.
•
THE CONTRACTOR SHALL INSTALL ALL PIPING, EQUIPMENT, FIXTURE, ETC. IN A WORKMAN MANNER WITH QUALIFIED PLUMBERS.
4. ALL PLUMBING WORK SHALL BE INSTALLED PER LOCAL PLUMBING CODE, HEALTH CODE, FIRE CODE, ENERCY CONSERVATION CODE, AND BUILDING CODE. ALL WORK SHALL
COMPLY TO ACCORDANCE OF LOCAL, STATE AND FEDERAL REGULATIONS AND OTHER AUTHORITIES HAVING JURISDICTION. NATIONAL STANDARD PLUMBING CODE, 2015, IS
IN EFFECT FOR THIS PROJECT.
SEALED:
MAX. HORIZONTAL SPACING (FT)
CAST IRON PIPE
5
AT BASE AND EACH
STORY HEIGHT
COPPER TUBING, 1-1/4" DIAMETER AND SMALLER
6
10
COPPER TUBING, 1-1/2" DIAMETER AND LARGER
10
10
CPVC TUBING, 1" DIAMETER AND SMALLER
NOTES 1,2
NOTES 1,3
CPVC TUBING, 1-1/4" DIAMETER AND LARGER
NOTES 1,2
NOTES 1,3
PVC PIPE
NOTES 1,2
NOTES 1,3
STEEL PIPE, 3/4" DIAMETER AND SMALLER
10
AT EVERY OTHER STORY
STEEL PIPE, 1" DIAMETER AND LARGER
12
15
7. ALL PLUMBING EQUIPMENT SHALL BE INSTALLED PER MANUFACTURER RECOMMENDATIONS. ANY CONFLICTS WITH INSTALLATION AND MANUFACTURER RECOMMENDATIONS SHALL
BE REPORTED TO ENGINEER.
N/A
NOT APPLICABLE
NTS
NOT TO SCALE
PSI
POUNDS PER SQUARE INCH
PRV
PRESSURE REDUCING VALVE
RISE
PIPE UP, NOT THROUGH FLOOR ABOVE
SAN
SANITARY
8. CUTTING AND PATCHING - ALL NOTES BELOW HOLD THE COMMON CONDITION "UNLESS OTHERWISE NOTED".
•
FOR RENOVATIONS: THE CONTRACTOR REQUIRING CUTTING SHALL BE RESPONSIBLE FOR HIS/HER OWN WORK WHETHER DESCRIBED IN THE CONTRACT DOCUMENTS OR
NOT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING CUTTING AND PATCHING REQUIREMENTS WITH OTHER TRADES.
•
FOR NEW CONSTRUCTION: ALL CUTTING AND PATCHING THROUGH ALL WALL, CEILING, ETC. SHALL BE PROVIDED BY PLUMBING CONTRACTOR IN COORDINATION WITH THE
GENERAL WORK. ALL PAINTING AND FINISHING SHALL BE DONE BY GENERAL CONTRACTOR. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WITH
GENERAL CONTRACTOR.
•
OPENINGS MADE POST-FINISH: IF AN OPENING IS REQUIRED IN A FINISHED SURFACE, AFTER COMPLETION, DUE TO LACK OF COORDINATION OR PROPER SCHEDULE
MAINTENANCE, THE PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR ANY CUTTING AND PATCHING REQUIRED TO FINISH SPECIFIC PLUMBING WORK AND RESTORE THE
FINISHED SURFACE TO PREVIOUS CONDITION.
•
UNDERGROUND PIPING (NEW CONSTRUCTION): TRENCHING SHALL BE BY GENERAL CONTRACTOR. PIPE INSTALLATION WITH APPROPRIATE BEDDING MATERIAL SHALL
BE BY THE PLUMBING CONTRACTOR. BACKFILL ABOVE PIPE AND BEDDING SHALL BE BY THE GENERAL CONTRACTOR BASED ON REQUIREMENTS OF THE STRUCTURAL
PLANS AND SPECFICATIONS.
•
UNDERGROUND PIPING FINISHED FLOORS OTHER THAN CONCRETE: UNLESS OTHERWISE NOTED, TRENCHING, EXCAVATION, BACKFILLING, COMPACTION AND
RESTORATION OF THE FLOORING SUBSTRATE SHALL BE PERFORMED BY THIS CONTRACTOR. FINAL FINISHED FLOOR SHALL BE BY OTHERS.
•
EQUIPMENT OPENINGS: OPENINGS REQUIRED FOR REMOVAL OF EXISTING EQUIPMENT OR INSTALLATION OF NEW EQUIPMENT SUPPLIED UNDER THIS CONTRACT SHALL BE
CUT AND PATCHED BY THIS CONTRACTOR.
CONNOR ARCHITECTURE ACCEPTS NO RESPONSIBILITY FOR UNAUTHORIZED REPRODUCTION OR
UNAUTHORIZED USE OF THIS DOCUMENT.
DRAWINGS ARE FOR GENERAL PURPOSES ONLY. NO MEASUREMENTS SHALL BE SCALED OFF DRAWINGS.
ALL MEASUREMENTS SHALL BE VERIFIED IN FIELD.
ARCHITECT:
TYP
TYPICAL
V
VENT PIPING
10. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE COMPLETE AND OPERABLE SYSTEMS, INCLUDING OPERATIONAL PROPERTIES TO THE EXTEND NECESSARY TO LINK
MULTIPLE COMPONENTS OF THE SYSTEMS TOGETHER AND TO INTERFACE WITH SYSTEMS PROVIDED BY OTHERS. THE PLUMBING CONTRACTOR SHALL GUARANTEE ALL SYSTEMS
AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE.
•
THE CONTRACTOR SHALL PROVIDE OWNER WITH ALL NECESSARY OPERATION AND MAINTENANCE MANUALS, SHOP DRAWINGS, WIRING DIAGRAMS, AND WARRANTY
PAPERWORK UPON COMPLETION OF THE PROJECT.
11. THE CONTRACTOR SHALL LOCATE ACCESS PANEL IN NON-ACCESSIBLE CEILING AND WALLS FOR ALL VALVES, SHOCK ABSORBERS, CLEANOUTS AND ALL OTHER ITEMS THAT
REQUIRE ACCESS TO PROPERLY MAINTAIN OR SERVICE.
12. THE CONTRACTOR IS RESPONSIBLE FOR TESTING, AND ADJUSTING ALL PLUMBING EQUIPMENT INDICATED IN THE PLUMBING DRAWINGS.
13. THE MINIMUM SLOPE OF ALL INTERIOR SEWER LINES SHALL BE 1/4 INCH PER FOOT FOR SIZES 2-1/2" AND SMALLER, 1/8 INCH PER FOOT FOR SIZES 3"-6", AND 1/16 INCH PER
FOOT FOR SIZES 8" AND GREATER. SEE SCHEDULE LOCATED ON DRAWING FOR CONNECTION SIZES FOR SANITARY, VENT, COLD, AND HOT WATER PIPING. SEE SCHEDULE FOR
PIPING MATERIALS.
1656 Massachusetts Ave. | Lexington, MA 02420
Tel: 781-652-0114 | connorarchitecture.com
ENGINEER:
14. ALL PIPING PENETRATIONS THROUGH EXPOSED WALLS SHALL BE PROVIDED WITH CHROME ESCUTCHEONS AND SEAL TO WALL OR CEILING.
P TRAP
BALL VALVES
16. ALL NATURAL GAS PIPING SHALL BE TESTED PER THE LIST BELOW. ALL TESTING SHALL CONFORM TO INTERNATIONAL STATE FUEL GAS CODE.
•
PRESSURE UP TO AND INCLUDING 12" W.C.: 15 PSI FOR ONE (1) HOUR.
•
PRESSURE ABOVE 12" W.C.: 1-1/2 TIMES THE WORKING PRESSURE, OR 50 PSI (MINIMUM) FOR ONE (1) HOUR.
•
COATED OR WRAPPED PIPING: 100 PSIG FOR ONE (1) HOUR
49 Court Street | P.O. Box 1980 | Binghamton, NY 13902
Tel: 607-723-9421 | mjinc.com
REVISIONS
18. UPON COMPLETION OF PROJECT, THE CONTRACTOR SHALL FLUSH AND SANITIZE THE DOMESTIC HOT, RECIRCULATION AND COLD WATER PIPING IN ACCORDANCE WITH THE
AUTHORITY HAVING JURISDICTION.
1
PIPE DOWN/DROP
PIPE UP/RISE
PIPE UNION
POINT OF NEW
CONNECTION/DISCONNECTION
xx
DCA COMMENTS
3.14.2016
19. EQUIPMENT CONNECTIONS:
•
ALL EQUIPMENT SHALL BE PROVIDED WITH UNIONS AND SHUT-0FF VALVES WHETHER DETAILED OR NOT.
•
ALL PLUMBING FIXTURES SHALL BE PROVIDED WITH SHUT OFF VALVES.
20. NATURAL GAS REGULATOR VENT PIPING SHALL EXTEND TO THE EXTERIOR OF THE BUILDING AND TERMINATE IN ACCORDANCE WITH NFPA 54 AND/OR NFPA 58. EXTERIOR
PIPING SHALL BE PAINTED WITH TWO COATS OF PRIMER AND ONE COAT OF FINISH PAINT. COLOR TO BE DETERMINED BASED COLOR OF SURROUNDING SURFACES.
21. FOR PROJECTS WITH APPROVED USE OF PVC AND CPVC PIPING, SUCH PIPING SHALL BE PROHIBITED IN THE FOLLOWING LOCATIONS.
•
AREAS OF ASSEMBLY.
•
RETURN AIR PLENUMS.
•
EXIT DISCHARGE CORRIDORS.
•
STAIRS.
KEYED NOTE SYMBOL
DRAWN BY:
DAS
CHECKED BY:
MAE
22. RODENTPROOFING - IN OR ON STRUCTURES WHERE OPENINGS HAVE BEEN MADE IN FLOORS CEILINGS, OR WALLS FOR THE PASSAGE OF PIPE, SUCH OPENINGS SHALL BE CLOSED
AND PROTECTED WITH APPROVED METAL COLLARS THAT ARE SECURELY FASTENED TO THE ADJOINING STRUCTURE.
23. STRUCTURAL SAFETY - IN THE PROCESS OF INSTALLING OR REPAIRING ANY PART OF A PLUMBING OR DRAINAGE SYSTEM, THE FINISHED FLOOR, WALLS, CEILINGS, TILE OR ANY
OTHER PART OF THE BUILDING OR PREMISES THAT MUST BE CHANGED OR REPLACED SHALL REMAIN IN A STRUCTURALLY SAFE CONDITION.
24. PROTECTION OF PIPES AND PLUMBING SYSTEM COMPONENTS - PIPING AND OTHER SYSTEM COMPONENTS SHALL BE INSTALLED IN SUCH A MANNER SO AS TO PREVENT
CORROSION, BREAKAGE, FREEZING, AND PHYSICAL DAMAGE BY OTHER BUILDING COMPONENTS.
25. PROTECTION OF WATER QUALITY - A POTABLE WATER SUPPLY SYSTEM SHALL BE DESIGNED, INSTALLED, AND MAINTAINED IN SUCH A MANNER SO AS TO PREVENT
CONTAMINATION FROM NON-POTABLE LIQUIDS, SOLIDS, OR GASES BEING INTRODUCED INTO THE POTABLE WATER SYSTEM THROUGH CROSS-CONTAMINATION OR ANY OTHER PIPING
CONNECTIONS TO THE SYSTEM.
26. FLOODPROOFING - PLUMBING SYSTEMS AND EQUIPMENT IN STRUCTURES ERECTED IN AREAS PRONE TO FLOODING SHALL BE CONSTRUCTED IN SUCH A MANNER THAT THE
COMPONENTS OF THE SYSTEM SHALL BE CAPABLE OF RESISTING HYDROSTATIC LOADS AND STRESSES IN THE EVENT OF FLOODING.
ISSUED:
3.24.2016
DESCRIPTION:
BID DOCUMENTS
SHEET:
P-000
18031.00
DESCRIPTION
505 RAMAPO VALLEY RD.
MAHWAH, NJ 07430
SYMBOLS
15. ALL NATURAL GAS PIPING SHALL BE INSTALL PER INTERNATIONAL FUEL GAS CODE AND AUTHORITY HAVING JURISDICTION. CONTRACTOR SHALL PROVIDE SHUT OFF GAS VALVE
FOR ALL EQUIPMENT UTILIZING GAS. CONTRACTOR SHALL PROVIDE 6" DIRT LEG (MINIMUM) FOR ALL EQUIPMENT UTILIZING GAS.
RCNJ No. 201437-01C
PHASE 2 : ALTERATIONS
PLUMBING LEGEND
RAMAPO COLLEGE
OF NEW JERSEY
NOTES:
1. PLASTIC DRAIN, WASTE, AND VENT PIPE SHALL BE INSTALLED AND SUPPORTED AS RECOMMENDED BY THE MANUFACTURER'S
INSTRUCTIONS.
2. MAXIMUM HORIZONTAL SUPPORT SPACING SHALL BE BASED ON THE PIPE SCHEDULE OR WALL THICKNESS, THE PIPE SIZE, THE SYSTEM
OPERATING TEMPERATURE, THE AMBIENT TEMPERATURE, AND ANY CONCENTRATED LOADS.
3. VERTICAL PIPE SHALL BE MAINTAINED IN STRAIGHT ALIGNMENT WITH SUPPORTS AT EACH STORY HEIGHT. INTERMEDIATE SUPPORTS
SHALLBE PROVIDED WHERE REQUIRED FOR STABILITY.
9. ALL PIPING PENETRATING ALL FIRE-RATED WALLS, CEILINGS, FLOORS, ROOFS, ETC. SHALL BE FIRE STOPPED IN ACCORDANCE WITH DIVISION 7.
PLUMBING - CODES AND
GENERAL NOTES
3/23/2016 10:51:53 AM
NJDCA ELECTRONIC SUBMITTAL STAMP:
3/23/2016 10:51:54 AM
NJDCA ELECTRONIC SUBMITTAL STAMP:
GENERAL NOTES:
ABBREVIATIONS
1. THESE GENERAL PLUMBING NOTES SHALL APPLY TO ALL P SERIES DRAWINGS, IN COORDINATION WITH DIVISION 22 SECTIONS, AND FRONT END (DIVISION 0 AND 1) REQUIREMENTS.
ALL WORK ASSOCIATED WITH THE P SERIES DRAWINGS SHALL BE COORDINATED WITH ALL OTHER TRADES TO AVOID CONFLICTS.
APPX
APPROXIMATE
ARCH
ARCHITECTURAL
BFP
BACKFLOW PREVENTER
BTU
BRITISH THERMAL UNIT
BTUH
BTU/HOUR
CO
CLEANOUT
CWS
COLD WATER SUPPLY
°F
DEGREES (FAHRENHEIT)
4. ALL PLUMBING WORK SHALL BE INSTALLED PER LOCAL PLUMBING CODE, HEALTH CODE, FIRE CODE, ENERCY CONSERVATION CODE, AND BUILDING CODE. ALL WORK SHALL
COMPLY TO ACCORDANCE OF LOCAL, STATE AND FEDERAL REGULATIONS AND OTHER AUTHORITIES HAVING JURISDICTION. NATIONAL STANDARD PLUMBING CODE, 2015, IS
DN
PIPE DOWN, THROUGH FLOOR
IN EFFECT FOR THIS PROJECT.
DROP
PIPE DOWN, NOT THROUGH FLOOR
DWH
DOMESTIC WATER HEATER
DWV
DRAIN, WASTE, AND VENT
6. THE INSTALLING CONTRACTOR SHALL BE LICENSED IN THE LOCAL JURISDICTION PRIOR TO BIDDING ON PROJECT. CONTRACTOR TO CONTACT CITY/TOWNSHIP TO VERIFY LICENSE
TO ENSURE THEY ARE CURRENT.
(E)
EXISTING
ELEV
ELEVATION
7. ALL PLUMBING EQUIPMENT SHALL BE INSTALLED PER MANUFACTURER RECOMMENDATIONS. ANY CONFLICTS WITH INSTALLATION AND MANUFACTURER RECOMMENDATIONS SHALL
BE REPORTED TO ENGINEER.
FD
FLOOR DRAIN
FS
FLOOR SINK
FCO
FLOOR PLATE CLEANOUT
GAS
LOW PRESSURE GAS (BELOW 0.5 PSI)
GPM
GALLONS PER MINUTE
HWR
DOMESTIC HOT WATER RETURN
HWS
DOMESTIC HOT WATER SUPPLY
2. ALL WORK SHALL BE PERFORMED IN COOPERATION WITH THE OWNER (AND/OR OWNER'S REPRESENTATIVE) AND THE ARCHITECT/ENGINEER THE CONTRACTOR SHALL
COORDINATE ALL WORK WITH THE CONSTRUCTION SCHEDULE ESTABLISHED BY THE OWNER AND ARCHITECT, AND SHALL IMMEDIATELY REPORT ANY DELAYS IN MATERIALS RECEIPT
INCLUDING CIRCUMSTANCES CAUSING DELAYS.
N/A
NOT APPLICABLE
NTS
NOT TO SCALE
3. CONTRACT DRAWINGS FOR THE PLUMBING WORK ARE DIAGRAMMATIC, INTENDED TO CONVEY THE SCOPE OF WORK AND TO INDICATE THE GENERAL ARRANGEMENT AND
APPROXIMATE LOCATION OF EQUIPMENT, PIPING, AND ACCESSORIES. THE INSTALLING CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING AND VERIFYING ALL CONDITIONS,
DIMENSIONS, AND LOCATIONS PRIOR TO BIDDING PROJECT. CHECK PROJECT DRAWINGS PRIOR TO INSTALLATION FOR INTERFERENCES WITH OTHER TRADES. SHOULD THE
CONTRACTOR FIND SUCH INTERFERENCES, THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING HIS WORK WITH OTHERS. THE OWNER RESERVES THE RIGHT TO MAKE
REASONABLE CHANGES PRIOR TO ROUGH-IN WITHOUT ADDED EXPENSE. DIMENSIONS INDICATED ARE SUBJECT TO VERIFICATION OF EXACT SITE CONDITIONS AT THE TIME OF
INSTALLATION.
•
THE CONTRACTOR SHALL INSTALL ALL PIPING, EQUIPMENT, FIXTURE, ETC. IN A WORKMAN MANNER WITH QUALIFIED PLUMBERS.
5. CONTRACTOR RESPONSIBLE FOR PAYING FOR ALL FEES ASSOCIATED WITH OBTAINING PERMITS, INSPECTIONS, ETC.
8. CUTTING AND PATCHING - ALL NOTES BELOW HOLD THE COMMON CONDITION "UNLESS OTHERWISE NOTED".
•
FOR RENOVATIONS: THE CONTRACTOR REQUIRING CUTTING SHALL BE RESPONSIBLE FOR HIS/HER OWN WORK WHETHER DESCRIBED IN THE CONTRACT DOCUMENTS OR
NOT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING CUTTING AND PATCHING REQUIREMENTS WITH OTHER TRADES.
•
FOR NEW CONSTRUCTION: ALL CUTTING AND PATCHING THROUGH ALL WALL, CEILING, ETC. SHALL BE PROVIDED BY PLUMBING CONTRACTOR IN COORDINATION WITH THE
GENERAL WORK. ALL PAINTING AND FINISHING SHALL BE DONE BY GENERAL CONTRACTOR. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WITH
GENERAL CONTRACTOR.
•
OPENINGS MADE POST-FINISH: IF AN OPENING IS REQUIRED IN A FINISHED SURFACE, AFTER COMPLETION, DUE TO LACK OF COORDINATION OR PROPER SCHEDULE
MAINTENANCE, THE PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR ANY CUTTING AND PATCHING REQUIRED TO FINISH SPECIFIC PLUMBING WORK AND RESTORE THE
FINISHED SURFACE TO PREVIOUS CONDITION.
•
UNDERGROUND PIPING (NEW CONSTRUCTION): TRENCHING SHALL BE BY GENERAL CONTRACTOR. PIPE INSTALLATION WITH APPROPRIATE BEDDING MATERIAL SHALL
BE BY THE PLUMBING CONTRACTOR. BACKFILL ABOVE PIPE AND BEDDING SHALL BE BY THE GENERAL CONTRACTOR BASED ON REQUIREMENTS OF THE STRUCTURAL
PLANS AND SPECFICATIONS.
•
UNDERGROUND PIPING FINISHED FLOORS OTHER THAN CONCRETE: UNLESS OTHERWISE NOTED, TRENCHING, EXCAVATION, BACKFILLING, COMPACTION AND
RESTORATION OF THE FLOORING SUBSTRATE SHALL BE PERFORMED BY THIS CONTRACTOR. FINAL FINISHED FLOOR SHALL BE BY OTHERS.
•
EQUIPMENT OPENINGS: OPENINGS REQUIRED FOR REMOVAL OF EXISTING EQUIPMENT OR INSTALLATION OF NEW EQUIPMENT SUPPLIED UNDER THIS CONTRACT SHALL BE
CUT AND PATCHED BY THIS CONTRACTOR.
SEALED:
CONNOR ARCHITECTURE ACCEPTS NO RESPONSIBILITY FOR UNAUTHORIZED REPRODUCTION OR
UNAUTHORIZED USE OF THIS DOCUMENT.
DRAWINGS ARE FOR GENERAL PURPOSES ONLY. NO MEASUREMENTS SHALL BE SCALED OFF DRAWINGS.
ALL MEASUREMENTS SHALL BE VERIFIED IN FIELD.
9. ALL PIPING PENETRATING ALL FIRE-RATED WALLS, CEILINGS, FLOORS, ROOFS, ETC. SHALL BE FIRE STOPPED IN ACCORDANCE WITH DIVISION 7.
ARCHITECT:
PSI
POUNDS PER SQUARE INCH
PRV
PRESSURE REDUCING VALVE
RISE
PIPE UP, NOT THROUGH FLOOR ABOVE
10. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE COMPLETE AND OPERABLE SYSTEMS, INCLUDING OPERATIONAL PROPERTIES TO THE EXTEND NECESSARY TO LINK
MULTIPLE COMPONENTS OF THE SYSTEMS TOGETHER AND TO INTERFACE WITH SYSTEMS PROVIDED BY OTHERS. THE PLUMBING CONTRACTOR SHALL GUARANTEE ALL SYSTEMS
AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE.
•
THE CONTRACTOR SHALL PROVIDE OWNER WITH ALL NECESSARY OPERATION AND MAINTENANCE MANUALS, SHOP DRAWINGS, WIRING DIAGRAMS, AND WARRANTY
PAPERWORK UPON COMPLETION OF THE PROJECT.
SAN
SANITARY
11. THE CONTRACTOR SHALL LOCATE ACCESS PANEL IN NON-ACCESSIBLE CEILING AND WALLS FOR ALL VALVES, SHOCK ABSORBERS, CLEANOUTS AND ALL OTHER ITEMS THAT
REQUIRE ACCESS TO PROPERLY MAINTAIN OR SERVICE.
ST
STORM
TYP
TYPICAL
UP
PIPE UP THROUGH FLOOR
12. THE CONTRACTOR IS RESPONSIBLE FOR TESTING, AND ADJUSTING ALL PLUMBING EQUIPMENT INDICATED IN THE PLUMBING DRAWINGS.
13. THE MINIMUM SLOPE OF ALL INTERIOR SEWER LINES SHALL BE 1/4 INCH PER FOOT FOR SIZES 2-1/2" AND SMALLER, 1/8 INCH PER FOOT FOR SIZES 3"-6", AND 1/16 INCH PER
FOOT FOR SIZES 8" AND GREATER. SEE SCHEDULE LOCATED ON DRAWING FOR CONNECTION SIZES FOR SANITARY, VENT, COLD, AND HOT WATER PIPING. SEE SCHEDULE FOR
PIPING MATERIALS.
ENGINEER:
14. ALL PIPING PENETRATIONS THROUGH EXPOSED WALLS SHALL BE PROVIDED WITH CHROME ESCUTCHEONS AND SEAL TO WALL OR CEILING.
V
15. ALL NATURAL GAS PIPING SHALL BE INSTALL PER INTERNATIONAL FUEL GAS CODE AND AUTHORITY HAVING JURISDICTION. CONTRACTOR SHALL PROVIDE SHUT OFF GAS VALVE
FOR ALL EQUIPMENT UTILIZING GAS. CONTRACTOR SHALL PROVIDE 6" DIRT LEG (MINIMUM) FOR ALL EQUIPMENT UTILIZING GAS.
VENT PIPING
16. ALL NATURAL GAS PIPING SHALL BE TESTED PER THE LIST BELOW. ALL TESTING SHALL CONFORM TO INTERNATIONAL STATE FUEL GAS CODE.
•
PRESSURE UP TO AND INCLUDING 12" W.C.: 15 PSI FOR ONE (1) HOUR.
•
PRESSURE ABOVE 12" W.C.: 1-1/2 TIMES THE WORKING PRESSURE, OR 50 PSI (MINIMUM) FOR ONE (1) HOUR.
•
COATED OR WRAPPED PIPING: 100 PSIG FOR ONE (1) HOUR
PLUMBING LEGEND
DESCRIPTION
SYMBOLS
18. UPON COMPLETION OF PROJECT, THE CONTRACTOR SHALL FLUSH AND SANITIZE THE DOMESTIC HOT, RECIRCULATION AND COLD WATER PIPING IN ACCORDANCE WITH THE
AUTHORITY HAVING JURISDICTION.
P TRAP
DRINKING FOUNTAIN SCHEDULE
MANUFACTURER
MODEL
MANUFACTURER
MODEL
MANUFACTURER
20. NATURAL GAS REGULATOR VENT PIPING SHALL EXTEND TO THE EXTERIOR OF THE BUILDING AND TERMINATE IN ACCORDANCE WITH NFPA 54 AND/OR NFPA 58. EXTERIOR
PIPING SHALL BE PAINTED WITH TWO COATS OF PRIMER AND ONE COAT OF FINISH PAINT. COLOR TO BE DETERMINED BASED COLOR OF SURROUNDING SURFACES.
PIPE DOWN/DROP
MODEL
CWS
SIZE
DRAIN
SIZE
VENT
SIZE
MINIMUM
SUPPLY
PRESSURE
( PSI )
21. FOR PROJECTS WITH APPROVED USE OF PVC AND CPVC PIPING, SUCH PIPING SHALL BE PROHIBITED IN THE FOLLOWING LOCATIONS.
•
AREAS OF ASSEMBLY.
•
RETURN AIR PLENUMS.
•
EXIT DISCHARGE CORRIDORS.
•
STAIRS.
PIPE UP/RISE
PIPE UNION
ADA,
WITH BOTTLE
FILLER
STAINLESS
STEEL
WALL
ELKAY
LZS8WSVRLP
MCGUIRE
8872
MCGUIRE
H2166CC
1/2"
1-1/4"
1-1/4"
25
22. RODENTPROOFING - IN OR ON STRUCTURES WHERE OPENINGS HAVE BEEN MADE IN FLOORS CEILINGS, OR WALLS FOR THE PASSAGE OF PIPE, SUCH OPENINGS SHALL BE CLOSED
AND PROTECTED WITH APPROVED METAL COLLARS THAT ARE SECURELY FASTENED TO THE ADJOINING STRUCTURE.
POINT OF NEW CONNECTION
TAG
DESCRIPTION
ACCESS
DESIGNATION
MANUFACTURER
MODEL
NUMBER
CWS
SIZE
HWS
SIZE
HB-1
HOSE BIBB,
MILD CLIMATE,
WITH WALL BOX
N/A
WATTS
HY-330
3/4"
N/A
WHA-X
WATER HAMMER
ARRESTER
N/A
PRECISION
PLUMBING
PRODUCTS
SC-SERIES
VARIES
N/A
FS (E)
FLOOR SINK (EXISTING)
25. PROTECTION OF WATER QUALITY - A POTABLE WATER SUPPLY SYSTEM SHALL BE DESIGNED, INSTALLED, AND MAINTAINED IN SUCH A MANNER SO AS TO PREVENT
CONTAMINATION FROM NON-POTABLE LIQUIDS, SOLIDS, OR GASES BEING INTRODUCED INTO THE POTABLE WATER SYSTEM THROUGH CROSS-CONTAMINATION OR ANY OTHER PIPING
CONNECTIONS TO THE SYSTEM.
NOTES
PRESSURE
RANGE
( PSI )
NICKEL BRONZE BOX FACE
(-X) SUFFIX ON PLANS CORRESPONDS TO PDI
SIZE OF UNIT
0-200
FD (E)
FLOOR DRAIN (EXISTING)
FCO (E)
FLOOR CLEANOUT (EXISTING)
1i
KITCHEN EQUIPMENT TAG
xx
KEYED NOTE SYMBOL
26. FLOODPROOFING - PLUMBING SYSTEMS AND EQUIPMENT IN STRUCTURES ERECTED IN AREAS PRONE TO FLOODING SHALL BE CONSTRUCTED IN SUCH A MANNER THAT THE
COMPONENTS OF THE SYSTEM SHALL BE CAPABLE OF RESISTING HYDROSTATIC LOADS AND STRESSES IN THE EVENT OF FLOODING.
SANITARY/STORM DRAINAGE ACCESSORIES
TAG
DESCRIPTION
MANUFACTURER
MODEL
DRAIN SIZE
FD-1
FLOOR DRAIN
WATTS
FD-100-A5
SEE PLANS
FS-1
FLOOR SINK
WATTS
FS-740-175
4"
2
FLOOR CLEANOUT
WATTS
CO-1200-R
SEE PLANS, 4" MAX
1
LINE CLEANOUT
CHARLOTTE
PVC PART 105X
SEE PLANS, 4" MAX
WALL CLEANOUT
WATTS
CO-460-RD
SEE PLANS, 4" MAX
FCO-1
CO-1
WCO-1
NOTES
NOTES:
1. PROVIDE LINE SIZE FLOOR CLEANOUT UP TO 4" PIPE SIZE. FOR PIPE SIZE GREATER THAN 4", TRANSITION TO 4" PIPE AT
RISER TO FCO.
2. PROVIDE WITH 3/4 GRATE.
WATER CLOSET SCHEDULE
GENERAL
TAG
BOWL
MOUNTING
ACCESS
DESIGNATION
FLUSH VALVE
MANUFACTURER
SEAT
MODEL
COLOR
MANUFACTURER
MODEL
MANUFACTURER
UNIT CONNECTIONS
MODEL
COLOR
FLUSH
SUPPLY
VOLUME
SIZE
(GPF)
NOTES
DRAIN
SIZE
VENT
SIZE
MINIMUM
SUPPLY
PRESSURE
( PSI )
WC-1
FLOOR TOP SPUD
ADA
AMERICAN
STANDARD
MADERA
3034.001
WHITE
SLOAN
OPTIMA
111-1.28-ES-S
PROFLO
PFTSCOF2000WH
WHITE
1.6
1"
3"
2"
25
WC-2
FLOOR TOP SPUD
NON-ADA
AMERICAN
STANDARD
MADERA
3451.001
WHITE
SLOAN
OPTIMA
111-1.28-ES-S
PROFLO
PFTSCOF2000WH
WHITE
1.6
1"
3"
2"
25
URINAL SCHEDULE
GENERAL
BOWL
TAG
MOUNTING
U-1
WALL TOP SPUD
U-2
WALL TOP SPUD
ACCESS
DESIGNATION
FLUSH VALVE
MANUFACTURER
CARRIER
UNIT CONNECTIONS
COLOR
MANUFACTURER
MODEL
MANUFACTURER
MODEL
WHITE
SLOAN
OPTIMA 186-1.0
ES-S
MIFAB
MC-32
1.0
SLOAN
OPTIMA 186-1.0
ES-S
MIFAB
MC-32
1.0
AMERICAN
STANDARD
WASHBROOK
6590.001
NON-ADA
AMERICAN
STANDARD
WASHBROOK
6590.001
WHITE
VENT
SIZE
MINIMUM
SUPPLY
PRESSURE
( PSI )
3/4"
2"
1-1/2"
25
HANGER SCHEDULE
3/4"
2"
1-1/2"
25
MATERIAL
LAVATORY SCHEDULE
GENERAL
TAG
L-1
BOWL
ACCESSIBILITY
DESIGNATION
ALL
MATERIAL
VITREOUS CHINA
FAUCET
MOUNTING
UNDERMOUNT
MANUFACTURER
AMERICAN
STANDARD
MODEL
OVALYN
0495.221
COLOR
WHITE
MANUFACTURER
SLOAN
MAE/PP
NOTES
DRAIN
SIZE
FLUSH
SUPPLY
VOLUME
SIZE
(GPF)
MODEL
ADA
CHECKED BY:
24. PROTECTION OF PIPES AND PLUMBING SYSTEM COMPONENTS - PIPING AND OTHER SYSTEM COMPONENTS SHALL BE INSTALLED IN SUCH A MANNER SO AS TO PREVENT
CORROSION, BREAKAGE, FREEZING, AND PHYSICAL DAMAGE BY OTHER BUILDING COMPONENTS.
DOMESTIC WATER SUPPLY ACCESSORY SCHEDULE
UNIT PERFORMANCE
MAE
23. STRUCTURAL SAFETY - IN THE PROCESS OF INSTALLING OR REPAIRING ANY PART OF A PLUMBING OR DRAINAGE SYSTEM, THE FINISHED FLOOR, WALLS, CEILINGS, TILE OR ANY
OTHER PART OF THE BUILDING OR PREMISES THAT MUST BE CHANGED OR REPLACED SHALL REMAIN IN A STRUCTURALLY SAFE CONDITION.
POINT OF DISCONNECTION
GENERAL
DRAWN BY:
CARRIER
MODEL
ETF-80
MANUFACTURER
BRADLEY
NOTES:
1.
NUMBER OF FAUCETS, TRAPS, DRAINS, SUPPLY SETS, AND COVERS SHALL MATCH THE NUMBER OF BOWLS.
2.
CARRIER SHALL MATCH LAVATORY MANUFACTURER'S RECOMMENDATIONS. NUMBER OF ARMS SHALL MATCH THE NUMBER OF MOUNTING SLEEVES IN THE DECK.
TRAP
MODEL
S59-4000A
MANUFACTURER
PROFLO
SUPPLIES/STOPS
MODEL
PFPTB107
MANUFACTURER
PROFLO
INSULATION/COVERS
MODEL
PFXCAZ32CLKL12
MANUFACTURER
TRUEBRO
TAILPIECE
MODEL
LAV GUARD 2
102-EZ
MANUFACTURER
PROFLO
UNIT CONNECTIONS
MODEL
PFGD100
CWS
SIZE
1/2"
HWS
SIZE
1/2"
DRAIN
SIZE
1-1/2"
NOTES
VENT
SIZE
1-1/4"
MINIMUM
SUPPLY
PRESSURE
( PSI )
MAX. HORIZONTAL SPACING (FT)
MAX. VERTICAL SPACING (FT)
NOTES
CAST IRON PIPE
5
15
1
COPPER TUBING, 1-1/4" DIAMETER AND SMALLER
6
10
COPPER TUBING, 1-1/2" DIAMETER AND LARGER
10
10
CPVC TUBING, 1" DIAMETER AND SMALLER
3
10
2
CPVC TUBING, 1-1/4" DIAMETER AND LARGER
4
10
2
STEEL PIPE
12
15
PVC PIPE
4
10
ISSUED:
3.24.2016
DESCRIPTION:
2
BID DOCUMENTS
25
NOTES:
1. MAXIMUM HORIZONTAL SPACING OF CAST IRON HANGERS SHALL BE INCREASED TO 10 FEET WHERE 10-FOOT
LENGTHS OF PIPE ARE INSTALLED.
2. MID-STORY GUIDE FOR SIZES 2" AND SMALLER.
SHEET:
P-001
18031.00
MOUNTING
NOTES
505 RAMAPO VALLEY RD.
MAHWAH, NJ 07430
MATERIAL
UNIT CONNECTIONS
RCNJ No. 201437-01C
PHASE 2 : ALTERATIONS
EWC-1
ACCESSIBILITY
DESIGNATION
SUPPLIES/STOPS
RAMAPO COLLEGE
OF NEW JERSEY
TAG
TRAP
REVISIONS
19. EQUIPMENT CONNECTIONS:
•
ALL EQUIPMENT SHALL BE PROVIDED WITH UNIONS AND SHUT-0FF VALVES WHETHER DETAILED OR NOT.
•
ALL PLUMBING FIXTURES SHALL BE PROVIDED WITH SHUT OFF VALVES.
BALL VALVES
BOWL
49 Court Street | P.O. Box 1980 | Binghamton, NY 13902
Tel: 607-723-9421 | mjinc.com
PLUMBING - CODES, GENERAL
NOTES, AND SCHEDULES
GENERAL
1656 Massachusetts Ave. | Lexington, MA 02420
Tel: 781-652-0114 | connorarchitecture.com
3/23/2016 10:52:08 AM
NJDCA ELECTRONIC SUBMITTAL STAMP:
DEMOLITION
GENERAL NOTES
1.
2.
3.
4.
5.
6.
7.
8.
E
G
J
N
QQ.1
Q.2
Q.3
IDENTIFICATION AND/OR ABATEMENT OF
HAZARDOUS MATERIALS IS NOT PART OF THIS SCOPE
OF WORK. IF ASBESTOS OR OTHER HAZARDOUS
MATERIALS ARE ENCOUNTERED, THE CONTRACTOR
SHALL NOTIFY THE OWNER IMMEDIATELY.
REFER TO SPECIFICATIONS FOR RECYCLING,
CONSTRUCTION WASTE MANAGEMENT AND
DISPOSAL REQUIREMENTS.
OPENING IN THE EXISTING STRUCTURE SMALLER THAN
12" IN ANY DIRECTION ARE NOT IDENTIFIED ON THESE
DRAWINGS. SUBCONTRACTORS SHALL BE
RESPONSIBLE FOR PROVIDING OPENINGS SMALLER
THAN 12" AS REQUIRED FOR INSTALLATION OF THEIR
WORK.
OPENINGS IN THE EXISTING STRUCTURE SHALL NOT BE
MADE WITHOUT PRIOR APPROVAL OF THE
STRUCTURAL ENGINEER.
DO NOT REMOVE ITEMS WHICH JEOPARDIZE THE
STRUCTURAL INTEGRITY OF THE BUILDING. IF HIDDEN
ELEMENTS OR DETERIORATED ELEMENTS ARE
ENCOUNTERED, NOTIFY THE ARCHITECT IMMEDIATELY.
PROTECT ADJACENT AREAS AND ITEMS "TO REMAIN"
DURING DEMOLITION/CONSTRUCTION.
REPAIR/REPLACE ITEMS DAMAGED DURING
CONSTRUCTION.
IF UNANTICIPATED HIDDEN ELEMENTS OR
DETERIORATED ELEMENTS ARE ENCOUNTERED, NOTIFY
THE OWNERS REPRESENTATIVE IMMEDIATELY.
REFER TO CONSULTANT DRAWINGS FOR ADDITIONAL
DEMOLITION WORK.
REVIEW w/ OWNER TO DETERMINE WHAT, IF
ANYTHING, WILL BE REMOVED BY OWNER AND WHAT,
IF ANYTHING, IS TO BE SALVAGED & TURNED OVER
TO OWNER.
SEALED:
CONNOR ARCHITECTURE ACCEPTS NO RESPONSIBILITY FOR UNAUTHORIZED REPRODUCTION OR
UNAUTHORIZED USE OF THIS DOCUMENT.
DRAWINGS ARE FOR GENERAL PURPOSES ONLY. NO MEASUREMENTS SHALL BE SCALED OFF DRAWINGS.
ALL MEASUREMENTS SHALL BE VERIFIED IN FIELD.
ARCHITECT:
B
C
D
21
KEYED NOTES
20
D1. DISCONNECT, REMOVE, AND DISCARD AREA DRAIN AND
ASSOCIATED PIPING.
19
1656 Massachusetts Ave. | Lexington, MA 02420
Tel: 781-652-0114 | connorarchitecture.com
ENGINEER:
D2. DISCONNECT, REMOVE, AND DISCARD GUTTERS AND
DOWNSPOUTS.
D3. EXCAVATE, REMOVE, AND DISCARD 4" ST PIPING. RESTORATION
IS NOT REQUIRED SINCE AREA IS BEING EXPANDED UPON.
18
D4. EXCAVATE, REMOVE, AND DISCARD CLEAN OUT, ELBOWS, AND
WYES UP TO TRENCH DRAIN CONNECTION.
D5. EXISTING AREA DRAIN TO REMAIN. WYE/TEE CONNECTION AT 4"
LATERAL MAIN TO BE REMOVED.
17
49 Court Street | P.O. Box 1980 | Binghamton, NY 13902
Tel: 607-723-9421 | mjinc.com
REVISIONS
D6. TRENCH DRAIN AND CONCRETE ENCASEMENT TO REMAIN.
PREPARE OUTLET OF TRENCH DRAIN FOR CONNECTION TO NEW
LATERAL.
D7. EXCAVATE, REMOVE, AND DISCARD 4" ST PIPE. MAINTAIN
EXCAVATION FOR NEW LATERAL INSTALLATION.
DRAWN BY:
Author
CHECKED BY:
Checker
14
10.3
10" ST (1/8" / 12")
10.9
10.8
A.4
B.7
10.2
10
9
8
D2
7.1
7
4"
ST
D1
6
5
4
D3
RAMAPO COLLEGE
OF NEW JERSEY
11
PLUMBING DEMOLITION
12
RCNJ No. 201437-01C
PHASE 2 : ALTERATIONS
13
3
2.9
2.1
1.9
2
1
D6
D8
4" ST
4" ST
D2
4" ST (1/8" / 12")
A
F
D4
H
D7
I
K
L
D5
M
O
ISSUED:
3.24.2016
DESCRIPTION:
10" ST (1/8" / 12")
BID DOCUMENTS
SHEET:
1
PLUMBING DEMOLITION - EXTERIOR/UNDERGROUND
1/8" = 1'-0"
PD-100
18031.00
15
505 RAMAPO VALLEY RD.
MAHWAH, NJ 07430
16
D8. REMOVE EXISTING 4"X10" WYE AND MAINTAIN FOR NEW LATERAL
TIE-IN.
3/23/2016 10:52:12 AM
NJDCA ELECTRONIC SUBMITTAL STAMP:
DEMOLITION
GENERAL NOTES
1.
2.
E
G
J
N
QQ.1
Q.2
Q.3
3.
22
4.
5.
6.
7.
B
C
D
8.
IDENTIFICATION AND/OR ABATEMENT OF
HAZARDOUS MATERIALS IS NOT PART OF THIS SCOPE
OF WORK. IF ASBESTOS OR OTHER HAZARDOUS
MATERIALS ARE ENCOUNTERED, THE CONTRACTOR
SHALL NOTIFY THE OWNER IMMEDIATELY.
REFER TO SPECIFICATIONS FOR RECYCLING,
CONSTRUCTION WASTE MANAGEMENT AND
DISPOSAL REQUIREMENTS.
OPENING IN THE EXISTING STRUCTURE SMALLER THAN
12" IN ANY DIRECTION ARE NOT IDENTIFIED ON THESE
DRAWINGS. SUBCONTRACTORS SHALL BE
RESPONSIBLE FOR PROVIDING OPENINGS SMALLER
THAN 12" AS REQUIRED FOR INSTALLATION OF THEIR
WORK.
OPENINGS IN THE EXISTING STRUCTURE SHALL NOT BE
MADE WITHOUT PRIOR APPROVAL OF THE
STRUCTURAL ENGINEER.
DO NOT REMOVE ITEMS WHICH JEOPARDIZE THE
STRUCTURAL INTEGRITY OF THE BUILDING. IF HIDDEN
ELEMENTS OR DETERIORATED ELEMENTS ARE
ENCOUNTERED, NOTIFY THE ARCHITECT IMMEDIATELY.
PROTECT ADJACENT AREAS AND ITEMS "TO REMAIN"
DURING DEMOLITION/CONSTRUCTION.
REPAIR/REPLACE ITEMS DAMAGED DURING
CONSTRUCTION.
IF UNANTICIPATED HIDDEN ELEMENTS OR
DETERIORATED ELEMENTS ARE ENCOUNTERED, NOTIFY
THE OWNERS REPRESENTATIVE IMMEDIATELY.
REFER TO CONSULTANT DRAWINGS FOR ADDITIONAL
DEMOLITION WORK.
REVIEW w/ OWNER TO DETERMINE WHAT, IF
ANYTHING, WILL BE REMOVED BY OWNER AND WHAT,
IF ANYTHING, IS TO BE SALVAGED & TURNED OVER
TO OWNER.
CONNOR ARCHITECTURE ACCEPTS NO RESPONSIBILITY FOR UNAUTHORIZED REPRODUCTION OR
UNAUTHORIZED USE OF THIS DOCUMENT.
21
3/4" HWR
1 1/2" HWS
1 1/2" CWS
SEALED:
DRAWINGS ARE FOR GENERAL PURPOSES ONLY. NO MEASUREMENTS SHALL BE SCALED OFF DRAWINGS.
ALL MEASUREMENTS SHALL BE VERIFIED IN FIELD.
ARCHITECT:
20
4" GAS
19
2
1
PD-111 PD-111
KEYED NOTES
0
0
ALTERNATE #1
3/4" HWR
3/4" HWS
1 1/2" CWS
FS (E)
18
1
2
2 1/2" GAS
1
PD-112
1
FS (E)
FS (E)
1 1/2" CWS
1 1/2" HWS
3/4" HWR
FCO (E)
1. DISCONNECT DRAIN FROM HOT/COLD WELL TO ALLOW FOR
WELL AND COUNTER REMOVAL.
1656 Massachusetts Ave. | Lexington, MA 02420
Tel: 781-652-0114 | connorarchitecture.com
ENGINEER:
2. DISCONNECT SUPPLIES AND DRAIN FROM SINK TO ALLOW FOR
COUNTERTOP REMOVALS.
17
1
FCO (E)
1
49 Court Street | P.O. Box 1980 | Binghamton, NY 13902
Tel: 607-723-9421 | mjinc.com
FD (E)
16
FS (E)
FS (E)
1
1 1/2" CWS
1 1/2" HWS
FD (E)
3/4" HWR
1 1/2" HWS
1 1/2" CWS
3/4" HWR
1/2" CWS
3/4" HWS
3/4" HWR
REVISIONS
15
14
10.3
1
FS (E)
FS (E)
D
13
DRAWN BY:
MAE
CHECKED BY:
MAE/PP
1
2
1
CA
BIN ET,
ND BATTER
NA
01050F
KR A
BREAD
10.9
10.8
FS (E)
1
1
A.4
B.7
10.2
10
9
8
7.1
7
6
5
4
2.9
3
2.1
1.9
2
1
A
F
H
I
K
L
M
O
ISSUED:
3.24.2016
DESCRIPTION:
BID DOCUMENTS
SHEET:
1
SCALE, IN FEET
PARTIAL DEMOLITION PLAN - GROUND FLOOR
1/8" = 1'-0"
0
8
16
24
NORTH
PD-110
18031.00
11
00
RCNJ No. 201437-01C
PHASE 2 : ALTERATIONS
FS (E)
12
FCO (E)
RAMAPO COLLEGE
OF NEW JERSEY
FS (E)
PLUMBING DEMOLITION FIRST FLOOR
FCO (E)
FD (E)
505 RAMAPO VALLEY RD.
MAHWAH, NJ 07430
1
1
3/23/2016 10:52:14 AM
NJDCA ELECTRONIC SUBMITTAL STAMP:
DEMOLITION
GENERAL NOTES
1.
2.
3.
4.
5.
6.
7.
8.
IDENTIFICATION AND/OR ABATEMENT OF
HAZARDOUS MATERIALS IS NOT PART OF THIS SCOPE
OF WORK. IF ASBESTOS OR OTHER HAZARDOUS
MATERIALS ARE ENCOUNTERED, THE CONTRACTOR
SHALL NOTIFY THE OWNER IMMEDIATELY.
REFER TO SPECIFICATIONS FOR RECYCLING,
CONSTRUCTION WASTE MANAGEMENT AND
DISPOSAL REQUIREMENTS.
OPENING IN THE EXISTING STRUCTURE SMALLER THAN
12" IN ANY DIRECTION ARE NOT IDENTIFIED ON THESE
DRAWINGS. SUBCONTRACTORS SHALL BE
RESPONSIBLE FOR PROVIDING OPENINGS SMALLER
THAN 12" AS REQUIRED FOR INSTALLATION OF THEIR
WORK.
OPENINGS IN THE EXISTING STRUCTURE SHALL NOT BE
MADE WITHOUT PRIOR APPROVAL OF THE
STRUCTURAL ENGINEER.
DO NOT REMOVE ITEMS WHICH JEOPARDIZE THE
STRUCTURAL INTEGRITY OF THE BUILDING. IF HIDDEN
ELEMENTS OR DETERIORATED ELEMENTS ARE
ENCOUNTERED, NOTIFY THE ARCHITECT IMMEDIATELY.
PROTECT ADJACENT AREAS AND ITEMS "TO REMAIN"
DURING DEMOLITION/CONSTRUCTION.
REPAIR/REPLACE ITEMS DAMAGED DURING
CONSTRUCTION.
IF UNANTICIPATED HIDDEN ELEMENTS OR
DETERIORATED ELEMENTS ARE ENCOUNTERED, NOTIFY
THE OWNERS REPRESENTATIVE IMMEDIATELY.
REFER TO CONSULTANT DRAWINGS FOR ADDITIONAL
DEMOLITION WORK.
REVIEW w/ OWNER TO DETERMINE WHAT, IF
ANYTHING, WILL BE REMOVED BY OWNER AND WHAT,
IF ANYTHING, IS TO BE SALVAGED & TURNED OVER
TO OWNER.
SEALED:
CONNOR ARCHITECTURE ACCEPTS NO RESPONSIBILITY FOR UNAUTHORIZED REPRODUCTION OR
UNAUTHORIZED USE OF THIS DOCUMENT.
DRAWINGS ARE FOR GENERAL PURPOSES ONLY. NO MEASUREMENTS SHALL BE SCALED OFF DRAWINGS.
ALL MEASUREMENTS SHALL BE VERIFIED IN FIELD.
ARCHITECT:
KEYED NOTES
D1. DISCONNECT, REMOVE, AND DISCARD WATER CLOSET, FLUSH
VALVE, AND CARRIER. TYPICAL FOR 6 IN THIS ROOM.
1656 Massachusetts Ave. | Lexington, MA 02420
Tel: 781-652-0114 | connorarchitecture.com
ENGINEER:
D2. DISCONNECT, REMOVE, AND DISCARD LAVATORY, FAUCET,
SUPPLIES, DRAIN, AND CARRIER. TYPICAL FOR 6 IN THIS ROOM.
D3. DISCONNECT, REMOVE, AND DISCARD WATER CLOSET, FLUSH
VALVE, AND CARRIER. TYPICAL FOR 2 IN THIS ROOM.
D4. DISCONNECT, REMOVE, AND DISCARD URINAL, FLUSH VALVE, AND
CARRIER. TYPICAL FOR 2 IN THIS ROOM.
D5. DISCONNECT, REMOVE, AND DISCARD LAVATORY, FAUCET,
SUPPLIES, DRAIN, AND CARRIER. TYPICAL FOR 3 IN THIS ROOM.
49 Court Street | P.O. Box 1980 | Binghamton, NY 13902
Tel: 607-723-9421 | mjinc.com
REVISIONS
D6. DISCONNECT, REMOVE, AND DISCARD FLOOR DRAIN STRAINER
AND BODY.
D7. MAINTAIN SUPPLY PIPING TO UPPER FLOOR CHASE.
D8. DISCONNECT 2" SAN AT ELBOW. MAINTAIN VERTICAL PIPING TO
SECOND FLOOR FOR NEW CONNECTION. REMOVE HORIZONTAL
PIPING ABOVE CEILING TO FIRST FLOOR CHASE.
D9. DISCONNECT 6" ST AT ELBOW. MAINTAIN VERTICAL PIPING TO
SECOND FLOOR FOR NEW CONNECTION. REMOVE HORIZONTAL
PIPING ABOVE CEILING TO FIRST FLOOR CHASE.
DRAWN BY:
MAE
CHECKED BY:
MAE/PP
D10. DISCONNECT, REMOVE AND DISCARD DRINKING FOUNTAIN.
REMOVE PIPING SUPPLY AND VENT PIPING IN WALL TO CEILING.
CONTINUE VENT REMOVAL TO WATER CLOSET CHASE. REMOVE SAN
PIPING TO FLOOR.
D16. REMOVE SAN PIPING IN CHASE THROUGH FLOOR SLAB. REMOVE
VENT PIPING TO TEE CONNECTION ABOVE CEILING. MAINTAIN TEE FOR
NEW CONNECTION. REMOVE SUPPLY PIPING TO CEILING AND
MAINTAIN FOR NEW CONNECTION.
D17. REMOVE SAN, CWS, AND VENT PIPING WITHIN CHASE SERVING
FIRST FLOOR FIXTURES. PIPING SERVING SECOND FLOOR FIXTURES SHALL
BE REMOVED TO THE CEILING LEVEL AND REMOVAL CONTINUED AS
DIRECTED BY OTHER KEYED NOTES. SAN PIPING THROUGH FLOOR SHALL
BE REMOVED.
D18. REMOVE SAN, CWS, HWS AND VENT PIPING WITHIN CHASE
SERVING FIRST FLOOR FIXTURES. PIPING SERVING SECOND FLOOR
FIXTURES SHALL BE REMOVED TO THE CEILING LEVEL AND REMOVAL
CONTINUED AS DIRECTED BY OTHER KEYED NOTES. SAN PIPING
THROUGH FLOOR SHALL BE REMOVED.
---
D19. MAINTAIN 3" ST PIPING FROM SECOND FLOOR, THROUGH
GROUND FLOOR, TO BELOW GROUND.
D16
D20. TERMINATION POINT OF PIPING REMOVAL.
D21. REMOVE AND DISCARD P-TRAP AND PIPING ASSOCIATED WITH
FLOOR DRAIN.
D1
D15
D2
D12
FCO (E)
24
D7
D27
4" SAN
D21
D25
2 1/2" CWS
1 1/4" HWS
3/4" HWR
2"
N
SA
2" CWS
2"
D7
D27. REMOVE AND DISCARD 4" SAN RISER TO CHASE ABOVE AND
ASSOCIATED LATERAL PIPING UP TO SANITARY WYE. CAP BRANCH OF
WYE.
3" ST
1 1/2" CWS
D28. REMOVE AND DISCARD 4" SAN RISER TO FLOOR CLEANOUT. CAP
RISER BRANCH OF WYE.
D19
2" CWS
D29. REMOVE AND DISCARD 4" RISER TO CHASE AND CONTINUE
REMOVAL TO MAIN SANITARY LATERAL.
3/4" HWS
---
-
4" SAN
6" ST
---
4" SAN
10" ST
6" ST
N
SA
D26. REMOVE AND DISCARD 2" SAN RISER TO CHASE ABOVE AND
ASSOCIATED LATERAL PIPING UP TO SANITARY WYE. CAP BRANCH OF
WYE.
2" V
D6
-
3" ST
D22
D14
4" SAN
3" V
-2" V
---
1 1/2" V
3" SAN
8" ST
D25. REMOVE AND DISCARD 4" SAN RISER TO CHASE ABOVE AND
ASSOCIATED LATERAL PIPING, UP TO AND INCLUDED SANITARY WYE.
FCO (E)
4"
SA
N
2" SAN
D13
D24. REMOVE AND DISCARD P-TRAP AND PIPING ASSOCIATED WITH
FLOOR DRAIN UP TO WYE CONNECTION TO MAIN. CAP BRANCH OF
WYE.
D11
2" V
4" SAN
D23. REMOVE AND DISCARD 2" SAN FROM DRINKING FOUNTAIN UP TO
AND INCLUDING WYE CONNECTION TO MAIN.
D5
D6
4" SAN
D18
D3
4" SAN
4" SAN
D20
2"
D22. REMOVE AND DISCARD 6" ST PIPING TO WYE AT UNDERGROUND
MAIN. CAP BRANCH OF WYE.
1/2" CWS
1/2" HWS
D26
N
SA
1 1/4" CWS
2" V
D28
4" SAN
4" SAN
10" ST
3/4" HWR
1 1/4" HWS
2 1/2" CWS
D17
D20
D29
1/2" CWS
1/2" HWS
D8
1 1/2" V
1/2" CWS
D4
2" SAN
2" V
D23
3" ST (1/8" / 12")
2" V
D9
D10
ISSUED:
3.24.2016
2" V
3" ST (1/8" / 12")
2" V
DESCRIPTION:
---
BID DOCUMENTS
CO
SHEET:
1
SCALE, IN FEET
TOILET ROOM DEMOLITION - UNDERGROUND
2
1/4" = 1'-0"
SCALE, IN FEET
TOILET ROOM DEMOLITION - GROUND FLOOR
1/4" = 1'-0"
0
4
8
12
NORTH
0
4
8
12
NORTH
PD-111
18031.00
D15. REMOVE SUPPLY PIPING BACK TO ELBOW AT 3/4" HWS AND 3/4"
HWS SERVING CHASE. PIPING AND VALVE UPSTREAM OF ELBOWS TO
REMAIN. REMOVE ALL SAN PIPING TO FLOOR STUB. REMOVE VENT
PIPING IN CHASE TO ELBOW AT HORIZONTAL PIPE AT ENTRY TO CHASE.
SAN STUB AT FLOOR TO BE REUSED FOR NEW CONNECTION. SUPPLY
AND VENT PIPING AT CEILING TO BE REUSED FOR NEW CONNECTION.
505 RAMAPO VALLEY RD.
MAHWAH, NJ 07430
D14. DISCONNECT 4" SAN AT ELBOW TO VERTICAL. MAINTAIN
HORIZONTAL PIPING FOR NEW CONNECTION.
RAMAPO COLLEGE
OF NEW JERSEY
D13. MAINTAIN CWS AND SAN PIPING UP TO SECOND FLOOR CHASE.
PLUMBING DEMOLITION TOILET ROOMS
D12. DISCONNECT 4" SAN AT ELBOW. MAINTAIN VERTICAL PIPING TO
SECOND FLOOR FOR NEW CONNECTION. REMOVE HORIZONTAL
PIPING ABOVE CEILING TO FIRST FLOOR CHASE. MAINTAIN 3" V RISER
AND HORIZONTAL PIPING ABOVE CEILING.
RCNJ No. 201437-01C
PHASE 2 : ALTERATIONS
D11. DISCONNECT, REMOVE, AND DISCARD FLOOR CLEANOUT COVER
AND BODY.
3/23/2016 10:52:16 AM
NJDCA ELECTRONIC SUBMITTAL STAMP:
DEMOLITION
KEYED NOTES
D1. DISCONNECT SINK AND REMOVE SUPPLIES BACK TO STOPS AT
WALL. PIPING AT WALL TO REMAIN FOR NEW CONNECTION.
REMOVE AND DISCARD INDIRECT WASTE PIPING.
D2. DISCONNECT, REMOVE, AND DISCARD HAND SINK. MAINTAIN
SUPPLY AND DRAIN PIPING AT WALL FOR NEW CONNECTION.
D3. DISCONNECT GRIDDLE. SEE GAS PIPING SCHEMATIC ON THIS
PAGE FOR EXTENT OF REMOVAL.
GAS SIZING BASED ON 450' MAXIMUM DEVELOPED LENGTH FROM 2011 PROJECT
WHICH ESTABLISHED MAXIMUM LENGTH TO EQUIPMENT ON THE ROOF.
(INTERNATIONAL FUEL GAS CODE, 2015, TABLE 402.4(1), PRESSURE LESS THAN
2.0 PSI, 0.5 PSI DROP).
G
2-1/2" GAS
2-1/2" GAS
2" GAS
1-1/4" GAS
EXISTING GAS
SOLENOID VALVE
1-1/4" GAS
EXISTING
GRIDDLE
105 MBH
G
2" GAS
G
1-1/2" GAS
1-1/4" GAS
EXISTING
CHARBROILER
90 MBH
G
D5. DISCONNECT STEAMER. SEE GAS PIPING SCHEMATIC ON THIS
PAGE FOR EXTENT OF REMOVAL.
1-1/4" GAS
1-1/4" GAS
EXISTING
STEAMER
125 MBH
G
D4. DISCONNECT CHARBROILER. SEE GAS PIPING SCHEMATIC ON
THIS PAGE FOR EXTENT OF REMOVAL.
1-1/4" GAS
EXISTING
CONVECTION
OVEN
110 MBH
G
1-1/4" GAS
EXISTING
FRYER
110 MBH
D6. DISCONNECT CONVECTION OVEN. SEE GAS PIPING
SCHEMATIC ON THIS PAGE FOR EXTENT OF REMOVAL.
EXISTING
RANGE
155 MBH
G
SEALED:
D7. DISCONNECT FRYER. SEE GAS PIPING SCHEMATIC ON THIS
PAGE FOR EXTENT OF REMOVAL.
D8. DISCONNECT RANGE. SEE GAS PIPING SCHEMATIC ON THIS
PAGE FOR EXTENT OF REMOVAL.
EXISTING ARRANGEMENT
2
GAS PIPING SCHEMATIC - RESIDENTIAL SERVERY EXISTING/DEMO
NOT TO SCALE
E
CONNOR ARCHITECTURE ACCEPTS NO RESPONSIBILITY FOR UNAUTHORIZED REPRODUCTION OR
UNAUTHORIZED USE OF THIS DOCUMENT.
DRAWINGS ARE FOR GENERAL PURPOSES ONLY. NO MEASUREMENTS SHALL BE SCALED OFF DRAWINGS.
ALL MEASUREMENTS SHALL BE VERIFIED IN FIELD.
C
D
ARCHITECT:
4" GAS
B
21
1656 Massachusetts Ave. | Lexington, MA 02420
Tel: 781-652-0114 | connorarchitecture.com
20
ENGINEER:
4" GAS
19
49 Court Street | P.O. Box 1980 | Binghamton, NY 13902
Tel: 607-723-9421 | mjinc.com
REVISIONS
4" GAS
1 1/2" CWS
1 1/2" HWS
3/4" HWR
2 1/2" GAS
4" GAS
MAE/PP
15
4" SAN
D3
4" SAN
3" SAN
4" SAN
FD (E)
D4
1/2" CWS
3/4" HWR
1 1/2" HWS
1 1/2" CWS
D5
FS (E)
3" SAN
14
D6
FS (E)
D7
4" SAN
3" V
13
1/2" CWS
3/4" HWS
3/4" HWR
D8
3" V
3" SAN
3" V
FS (E)
4" SAN
FD (E)
4" SAN
3" SAN
4" SAN
3" SAN
12
4" SAN
11
FCO (E)
FS (E)
FCO (E)
FS (E)
ISSUED:
3.24.2016
DESCRIPTION:
BID DOCUMENTS
A
F
SHEET:
1
SCALE, IN FEET
SERVERY - DEMOLITION - ALTERNATE
1/4" = 1'-0"
0
8
16
24
NORTH
PD-112
18031.00
16
RCNJ No. 201437-01C
PHASE 2 : ALTERATIONS
FS (E)
FS (E)
RAMAPO COLLEGE
OF NEW JERSEY
FD (E)
PLUMBING DEMOLITION SERVERY - ALTERNATE #1
3" V
4" SAN
4" SAN
D2
1 1/2" CWS
1 1/2" HWS
3/4" HWR
3/4" CWS
4" SAN
2 1/2" GAS
3" V
4" SAN
17
505 RAMAPO VALLEY RD.
MAHWAH, NJ 07430
4" SAN
FS (E)
FCO (E)
3/4" HWR
3/4" HWS
CHECKED BY:
D1
3" SAN
4" SAN
MAE
FS (E)
FS (E)
1 1/4" CWS
DRAWN BY:
4" SAN
3" SAN
4" SAN
1 1/2" GAS
3" SAN
3/4" HWR
3/4" HWS
1 1/2" CWS
2" GAS
3/4" HWR
1 1/2" HWS
1 1/2" CWS
3" V
4" SAN
1/2" CWS
1/2" HWS
3/4" HWR
1 1/2" HWS
1 1/2" CWS
3/23/2016 10:51:55 AM
NJDCA ELECTRONIC SUBMITTAL STAMP:
ADDITION/ALTERATION
GENERAL NOTES
SEALED:
CONNOR ARCHITECTURE ACCEPTS NO RESPONSIBILITY FOR UNAUTHORIZED REPRODUCTION OR
UNAUTHORIZED USE OF THIS DOCUMENT.
DRAWINGS ARE FOR GENERAL PURPOSES ONLY. NO MEASUREMENTS SHALL BE SCALED OFF DRAWINGS.
ALL MEASUREMENTS SHALL BE VERIFIED IN FIELD.
ARCHITECT:
KEYED NOTES
P1. PROVIDE 6" ST RISER TO FUTURE FIRST FLOOR WALL/CHASE.
SAWCUT, TRENCH, AND EXCAVATE FOR HORIZONTAL INSTALLATION.
BACKFILL, COMPACT, AND PATCH CONCRETE SUBSTRATE TO MATCH
EXISTING ADJACENT AREAS. REFER TO A-SERIES DRAWINGS FOR
FLOOR FINISH.
E
G
J
N
QQ.1 Q.2
Q.3
1656 Massachusetts Ave. | Lexington, MA 02420
Tel: 781-652-0114 | connorarchitecture.com
ENGINEER:
P2. CONNECT 4" ST TO EXISTING OUTLET FROM TRENCH DRAIN.
P3. CONNECT 4" ST FROM AREA DRAIN TO 6" ST LATERAL.
P4. PROVIDE 6" ST IN EXCAVATION LEFT BY 4" ST REMOVAL. BACKFILL
AND COMPACT EXCAVATION. RESTORE PAVER SYSTEM TO
ORIGINAL CONDITION.
B
C
P5. PROVIDE 6"x10" WYE/TEE TO CONNECT 6" ST LATERAL TO EXISTING
10" ST.
D
49 Court Street | P.O. Box 1980 | Binghamton, NY 13902
Tel: 607-723-9421 | mjinc.com
REVISIONS
21
20
19
DRAWN BY:
MAE
CHECKED BY:
MAE/PP
10" ST (1/8" / 12")
A.4
11
10.9
10.8
B.7
10.2
10
9
8
7.1
7
6
5
4
P1
3
6" ST (1/8" / 12")
2.9
2.1
1.9
2
1
P5
P2
A
4" ST (1/8" / 12")
6" ST (1/8" / 12")
6" ST (1/8" / 12")
4" ST (1/8" / 12")
F
H
P4
I
K
L
P3
M
O
ISSUED:
3.24.2016
DESCRIPTION:
10" ST (1/8" / 12")
BID DOCUMENTS
SHEET:
1
PARTIAL UNDERGROUND PLAN
1" = 10'-0"
P-100
18031.00
12
505 RAMAPO VALLEY RD.
MAHWAH, NJ 07430
14
10.3
13
RAMAPO COLLEGE
OF NEW JERSEY
15
10" ST (1/8" / 12")
16
PLUMBING UNDERGROUND
PLAN
17
RCNJ No. 201437-01C
PHASE 2 : ALTERATIONS
18
3/23/2016 10:51:57 AM
NJDCA ELECTRONIC SUBMITTAL STAMP:
ADDITION/ALTERATION
GENERAL NOTES
SEALED:
E
G
J
N
QQ.1
Q.2
Q.3
CONNOR ARCHITECTURE ACCEPTS NO RESPONSIBILITY FOR UNAUTHORIZED REPRODUCTION OR
UNAUTHORIZED USE OF THIS DOCUMENT.
DRAWINGS ARE FOR GENERAL PURPOSES ONLY. NO MEASUREMENTS SHALL BE SCALED OFF DRAWINGS.
ALL MEASUREMENTS SHALL BE VERIFIED IN FIELD.
B
C
ARCHITECT:
D
21
20
19
KEYED NOTES
P1. PROVIDE 4" CLEANOUT PLUG (CO-1) AT OPEN WYE/TEE.
P2. PROVIDE 4" ST UP TO ROOF DRAIN (RD-1, 4").
1656 Massachusetts Ave. | Lexington, MA 02420
Tel: 781-652-0114 | connorarchitecture.com
ENGINEER:
P3. PROVIDE 6" ST DOWN IN LOCATION OF FUTURE INTERIOR WALL.
PROVIDE WALL CLEANOUT (WCO-1) 12" A.F.F.
0
0
P4. PROVIDE 3" ST UP TO ROOF DRAIN (RD-1, 3").
18
P5. PROVIDE 3" CLEANOUT PLUG AT OPEN WYE/TEE.
P6. PROVIDE 3" ST CONNECTION TO EXISTING 6" ST DROP IN
CHASE.
P6
49 Court Street | P.O. Box 1980 | Binghamton, NY 13902
Tel: 607-723-9421 | mjinc.com
REVISIONS
17
3" ST (1/8" / 12")
3" ST (1/8" / 12")
P5
BIN ET,
11
ND BATTER
A
NA
01050F
BREAD
KR
10.9
10.8
A.4
B.7
10.2
10
9
8
7.1
MAE/PP
7
6
5
4
P3
3
2.9
P2
P2
6" ST (1/8" / 12")
P1
6" ST (1/8" / 12")
2.1
1.9
6" ST (1/8" / 12")
A
P1
2
1
F
H
I
K
L
M
O
ISSUED:
3.24.2016
DESCRIPTION:
BID DOCUMENTS
1
PARTIAL FIRST FLOOR
1/8" = 1'-0"
SHEET:
P-101
18031.00
CA
CHECKED BY:
505 RAMAPO VALLEY RD.
MAHWAH, NJ 07430
D
P4
00
MAE
14
10.3
13
12
DRAWN BY:
RCNJ No. 201437-01C
PHASE 2 : ALTERATIONS
P5
15
RAMAPO COLLEGE
OF NEW JERSEY
3" ST (1/8" / 12")
PLUMBING GROUND FLOOR
PLAN
16
3/23/2016 10:51:59 AM
NJDCA ELECTRONIC SUBMITTAL STAMP:
ADDITION/ALTERATION
GENERAL NOTES
SEALED:
CONNOR ARCHITECTURE ACCEPTS NO RESPONSIBILITY FOR UNAUTHORIZED REPRODUCTION OR
UNAUTHORIZED USE OF THIS DOCUMENT.
DRAWINGS ARE FOR GENERAL PURPOSES ONLY. NO MEASUREMENTS SHALL BE SCALED OFF DRAWINGS.
ALL MEASUREMENTS SHALL BE VERIFIED IN FIELD.
ARCHITECT:
B
C
D
E
G
J
N
QQ.1
Q.2
Q.3
KEYED NOTES
19
P1. NOTE DELETED.
P2. DETAIL OF DRAIN/DOWNSPOUT FROM ROOF C TO ROOF D
SHOWN ON A-SERIES DRAWINGS.
1656 Massachusetts Ave. | Lexington, MA 02420
Tel: 781-652-0114 | connorarchitecture.com
ENGINEER:
18
49 Court Street | P.O. Box 1980 | Binghamton, NY 13902
Tel: 607-723-9421 | mjinc.com
17
16
REVISIONS
15
DRAWN BY:
MAE
CHECKED BY:
MAE/PP
14
10.3
P2
11
10.9
10.8
Roof C. DESIGN
AREA 270 SF.
DISCHARGES TO
Roof D.
A.4
B.7
10.2
10
9
8
7.1
7
6
5
4
Roof A, DESIGN AREA 4200 SF.
INCLUDES Roof B.
3
2.9
RD-1, 4"
2.1
1.9
RD-1, 4"
2
1
Roof Area B, DESIGN AREA 400 SF.
DISCHARGES TO Roof A.
A
F
H
I
K
L
M
O
ISSUED:
3.24.2016
DESCRIPTION:
BID DOCUMENTS
SHEET:
1
PARTIAL ROOF PLAN
1/8" = 1'-0"
P-102
18031.00
12
RAMAPO COLLEGE
OF NEW JERSEY
Roof D. DESIGN
AREA 566 SF.
INCLUDES Roof D.
PLUMBING ROOF PLAN
RD-1, 3"
505 RAMAPO VALLEY RD.
MAHWAH, NJ 07430
RCNJ No. 201437-01C
PHASE 2 : ALTERATIONS
13
3/23/2016 10:52:02 AM
NJDCA ELECTRONIC SUBMITTAL STAMP:
ADDITION/ALTERATION
GENERAL NOTES
3" GAS
GAS SIZING BASED ON 450' MAXIMUM DEVELOPED LENGTH FROM 2011 PROJECT WHICH
ESTABLISHED MAXIMUM LENGTH TO EQUIPMENT ON THE ROOF. (INTERNATIONAL FUEL
GAS CODE, 2009, TABLE 402.4(1), PRESSURE LESS THAN 2.0 PSI, 0.5 PSI DROP).
G
2-1/2" GAS
G
2-1/2" GAS
SEALED:
ITEM #27
GRIDDLE
100 MBH
G
ITEM #11
CHARBROILER
136 MBH
1-1/4" GAS
1" GAS
2" GAS
ITEM #11
CHARBROILER
136 MBH
G
1-1/4" GAS
TENSION CABLE VALVE
PROVIDED WITH EXHAUST HOOD
#2 (PER MECHANICAL DWGS)
ITEM #16
FRYER
150 MBH
G
G
1-1/4" GAS
G
G
G
1-1/4" GAS
ITEM #20
FRYER
360 MBH
TENSION-CABLE VALVE PROVIDED
WITH EXHAUST HOOD #2 (PER
MECHANICAL DWGS)
2
1-1/4" GAS
G
1-1/4" GAS
G
1-1/4" GAS
2-1/2" GAS
G
2" GAS
G
2-1/2" GAS
G
2-1/2" GAS
ITEM #21
WOK/RANGE
120 MBH
FUTURE
GAS
FIREPLACE
90 MBH
TENSION-CABLE VALVE
PROVIDED WITH EXHAUST HOOD
#1 (PER MECHANICAL DWGS)
GAS PIPING SCHEMATIC - FIREPLACE
CONNOR ARCHITECTURE ACCEPTS NO RESPONSIBILITY FOR UNAUTHORIZED REPRODUCTION OR
UNAUTHORIZED USE OF THIS DOCUMENT.
NOT TO SCALE
DRAWINGS ARE FOR GENERAL PURPOSES ONLY. NO MEASUREMENTS SHALL BE SCALED OFF DRAWINGS.
ALL MEASUREMENTS SHALL BE VERIFIED IN FIELD.
E
B
C
G
J
N
QQ.1
Q.2
Q.3
ARCHITECT:
D
KEYED NOTES
1. PROVIDE 1-1/2" INDIRECT WASTE FROM REINSTALLED SINK TO
EXISTING FLOOR SINK BELOW COUNTER.
21
ENGINEER:
2. RECONNECT SUPPLIES AND DRAIN TO SINK AFTER COUNTER
INSTALLATION.
20
3. PROVIDE 1" GAS CONNECTION TO EXISTING PIPING. PROVIDE GAS
VALVE AND PIPE DROP GAS FIREPLACE.
19
1/
2"
1 1/2" CWS
1 1/2" HWS
3/4" HWR
G
A
S
3" GAS
1/2" CWS
1/2" HWS
1 1/2" GAS
2
1
P-111
1656 Massachusetts Ave. | Lexington, MA 02420
Tel: 781-652-0114 | connorarchitecture.com
49 Court Street | P.O. Box 1980 | Binghamton, NY 13902
Tel: 607-723-9421 | mjinc.com
2
P-111
REVISIONS
0
0
3" V
4" GAS
2 1/2" GAS
1 1/2" CWS
1 1/2" HWS
3/4" HWR
FS (E)
16
FS (E)
1
14
10.3
1
3/4" HWR
FS (E)
13
D
1
1
3" V
FD (E)
3" V
12
1
FCO (E)
2
11
00
CA
ND BATTER
A
NA
01050F
BREAD
KR
BIN ET,
FCO (E)
FS (E)
1
10.9
10.8
FS (E)
FS (E)
1
1
1 1/4" GAS
A.4
B.7
10.2
10
9
8
7.1
1 1/4" GAS
7
6
5
4
1 1/4" GAS
FIREPLACE, SPECIFIED AND
DETAILED ON I-SERIES DRAWINGS
3
2.9
3
2.1
1.9
2
1
ISSUED:
3.24.2016
DESCRIPTION:
BID DOCUMENTS
A
F
H
I
K
L
M
O
SHEET:
1
SCALE, IN FEET
PARTIAL GROUND FLOOR RENOVATION
1/8" = 1'-0"
0
8
16
24
NORTH
P-110
18031.00
3/4" HWR
1 1/2" CWS
505 RAMAPO VALLEY RD.
MAHWAH, NJ 07430
1 1/2" HWS
RCNJ No. 201437-01C
PHASE 2 : ALTERATIONS
1 1/2" HWS
1 1/2" CWS
3/4" HWS
MAE/PP
3/4" HWR
3" V
1/2" CWS
FD (E)
3" ST
1
CHECKED BY:
15
3" ST
1
MAE
RAMAPO COLLEGE
OF NEW JERSEY
FS (E)
DRAWN BY:
PLUMBING ALTERATIONS FIRST FLOOR
FD (E)
17
2 1/2" GAS
1
FS (E)
FS (E)
3" V
1
P-112
FCO (E)
18
1 1/2" CWS
3/4" HWR
1 1/2" HWS
2
3/4" CWS
3/4" HWS
3/4" HWR
FS (E)
2 1/2" GAS
ALTERNATE #1
1 1/2" CWS
3/4" HWS
3/4" HWR
3/23/2016 10:52:03 AM
NJDCA ELECTRONIC SUBMITTAL STAMP:
3/4" HWS
2" CWS
1-1/4" HWS
SECOND FLOOR
3/4" HWS
2" CWS
KEYED NOTES
2" CWS
3/4" HWS
3/4" CWS
1-1/2" CWS
3/4" HWS
3/4" HWS
2" CWS
3/4" HWS
1/2" CWS
WHA-AA
L-1
L-1
L-1
L-1
1/2" CWS
3/4" HWS
L-1
3. PROVIDE 4" SAN DOWN IN CHASE THROUGH FLOOR.
1-1/2" CWS
WHA-A
1-1/4" CWS
L-1
2. PROVIDE 2" V DOWN INTO CHASE THROUGH FLOOR.
1-1/2" CWS
WHA-AA (ONE ON 3/4" HWS,
ONE ON 3/4" CWS)
3/4" CWS
3/4" CWS
2" CWS
3/4" HWS
2" CWS
WHA-AA (ONE ON 3/4" HWS,
ONE ON 3/4" CWS)
1. PROVIDE 1" CWS DROP IN CHASE TO WATER CLOSET. PROVIDE
2" V DOWN IN CHASE THROUGH FLOOR. CONNECT EACH TO
EXISTING PIPING AT CEILING.
1-1/2" CWS
1" CWS
1" CWS
2" CWS
2" CWS
WHA-B
1-1/2" CWS
WHA-AA
4. PROVIDE 1" CWS DROP IN WALL TO WATER CLOSET.
WHA-AA
5. PROVIDE 2" V DOWN IN WALL THROUGH FLOOR.
L-1
3/4" CWS
L-1
L-1
1/2" HWS, TYP FOR (7) L-1 THIS RISER
U-1
1" CWS
HB-1
DFC-1
7. CONNECT NEW VENT LINES TO EXISTING 2" V AT CEILING.
1" CWS
1" CWS
WC-1
U-2
HB-1
3/4" HWS HEADER, ENTIRE LENGTH OF CHASE
3/4" CWS HEADER, ENTIRE LENGTH OF CHASE
GROUND FLOOR
6. CONNECT 4" SAN FROM CHASE ABOVE TO NEW 4" SAN AT
CEILING.
L-1
1" CWS
1/2" CWS, TYP FOR (7) L-1 THIS RISER
3/4" CWS
1/2" HWS, TYP. FOR
(3) L-1 THIS RISER
WC-2
1" CWS
1" CWS
SEALED:
MS
8. CONNECT 4" SAN LATERAL ABOVE CEILING TO NEW 4" LATERAL
MAIN.
WHA-AA
WC-2
WC-2
WC-2
WC-1
WC-2
WC-1
9. PROVIDE 1/2" CWS AND 1-1/4" V DROPS IN WALL TO DRINKING
FOUNTAIN. PROVIDE 1-1/4" SAN DOWN IN WALL, EXPANDING TO
2" SAN AT FLOOR.
1/2" CWS, TYP. FOR
(3) L-1 THIS RISER
3/4" HWS, ENTIRE
LENGTH OF HEADER
10. CONNECT NEW 1/2" CWS TO EXISTING PIPING ABOVE CEILING.
SUPPLY PIPING DIAGRAM
11. CONNECT 3" SAN TO NEW LATERAL ABOVE CEILING.
12. PROVIDE 3/4" HWS BRANCH FROM EXISTING MAIN TO SERVE
MEN'S ROOM LAVATORIES.
13. CONNECT 6" ST RISER FROM SECOND FLOOR TO NEW 8" ST
LATERAL ABOVE CEILING.
14. CONNECT 2" SAN RISER FROM SECOND FLOOR TO NEW 2"
SAN LATERAL ABOVE CEILING.
15. CONNECT 1-1/2" CWS BRANCH TO EXISTING MAIN TO SERVE
MEN'S ROOM COLD WATER FIXTURES.
2" SAN
SECOND FLOOR
2" V
2" V
2" V
2" V
3" V
2" V
2" V
WCO-1
WCO-1
2" SAN
1-1/2"
SAN
2" SAN
1-1/2"
SAN
2" SAN
1-1/2"
SAN
2" SAN
1-1/2"
SAN
2" SAN
1-1/2"
SAN
2" SAN
1-1/2"
SAN
1-1/2"
SAN
2" SAN
2" V
WC-1
WC-1
FCO-1
WC-2
WC-2
1-1/2" V
1-1/2" V
U-1
WC-2
19. CONNECT 1-1/2" V FROM LAVATORIES NORTH OF COLUMN TO
EXISTING 1-1/2" V AT CEILING. PROVIDE 2" V FROM FLOOR DRAIN
UP TO CEILING AND EXTEND TO 2" V MAIN.
4" SAN
U-2
4" SAN
1-1/2"
SAN
1-1/2"
SAN
2" SAN
1-1/2"
SAN
2" SAN
2" SAN
20. COMBINE SAN FROM LAVATORIES TO COMMON 2" SAN DROP
AND CONNECT TO EXISTING DROP THROUGH FLOOR.
1-1/4" V
2" V
2" SAN
WC-2
L-1
4" SAN
WCO-1
2" V
2" SAN
FD-1
2" SAN
GROUND FLOOR
2" V
L-1
1-1/2" V
1-1/4" V
L-1
2" V
1-1/4" V
L-1
1-1/4" V
L-1
2" V FROM
KITCHEN STAFF
TOILETS
1-1/4" V
L-1
1-1/4" V
L-1
1-1/4" V
L-1
1-1/4" V
L-1
1-1/4" V
1-1/4" V
1-1/4" V
L-1
1-1/2" V
18. PROVIDE 8" ST DOWN IN WALL THROUGH FLOOR. PROVIDE
WALL CLEANOUT 12" A.F.F.
2" V
2" V
1-1/2" V
2" V
1-1/2" V
1-1/2" V
DFC-1
MS
2" SAN
WC-2
FCO-1
2" SAN
WC-2
WC-1
FCO-1
1-1/4" SAN
FD-1
4" SAN
4" SAN
4" SAN
4" SAN
4" SAN
ENGINEER:
22. PROVIDE 2" V UP TO THROUGH FLOOR.
2" SAN
4" SAN
2" V
1656 Massachusetts Ave. | Lexington, MA 02420
Tel: 781-652-0114 | connorarchitecture.com
21. PROVIDE 3" SAN UP TO WATER CLOSET.
2" V
2" SAN
23. CONNECT 4" SAN RISER TO EXISTING 4" SAN.
FCO (E)
49 Court Street | P.O. Box 1980 | Binghamton, NY 13902
Tel: 607-723-9421 | mjinc.com
24. CONNECT 4" SAN LATERAL TO EXISTING 4" SAN.
2" SAN
ARCHITECT:
17. CONNECT 1-1/2" V FROM LAVATORIES NORTH OF COLUMN TO
EXISTING 1-1/2" V AT CEILING.
1-1/2" V
2" V FROM
LOBBY
DRAWINGS ARE FOR GENERAL PURPOSES ONLY. NO MEASUREMENTS SHALL BE SCALED OFF DRAWINGS.
ALL MEASUREMENTS SHALL BE VERIFIED IN FIELD.
16. CONNECT 2" V FROM CHASE TO EXISTING 3" V ABOVE CEILING.
3" V
2" V
CONNOR ARCHITECTURE ACCEPTS NO RESPONSIBILITY FOR UNAUTHORIZED REPRODUCTION OR
UNAUTHORIZED USE OF THIS DOCUMENT.
4" SAN
2" SAN
25. CONNECT 4" SAN FROM FLOOR DRAIN TO EXISTING 4" SAN.
3" SAN
4" SAN
4" SAN
4" SAN
4" SAN
REVISIONS
26. CONNECT 2" SAN FROM DRINKING FOUNTAIN TO EXISTING 4"
SAN.
4" SAN
27. PROVIDE 2" SAN UP THROUGH FLOOR.
28. PROVIDE 2" SAN UP THROUGH FLOOR TO CHASE.
SAN/VENT PIPING DIAGRAM
29. PROVIDE 2" V UP TO LAVATORY CHASE.
30. PROVIDE 6" ST UP TO LAVATORY CHASE.
3
TOILET ROOM RISERS
31. PROVIDE 4" P-TRAP CONNECTION TO FLOOR DRAIN AND
CONTINUE 4" SAN AS SHOWN.
DRAWN BY:
MAE
CHECKED BY:
MAE/PP
NOT TO SCALE
1 1/4" CWS
L-1
20
21
21
21
22
21
4" SAN
L-1
4" SAN
3" SAN
WC-2
WC-2
10" ST
21
2" V
L-1
26
4" ST (1/4")
2" V
3" SAN
21
2" V
2" V
5" ST (1/4")
RD (E) 2040 SF
5" ST
6" ST
4" ST
5" ST
5338 SF
L-1
WC-2
13
11
12
2" SAN
4" SAN
L-1
1/2" CWS
2" V
17
22
10" ST
WC-2
14
4" SAN
RD (E) 2040 SF
1/2" HWS
3" ST
28
RD (E) 3150 SF
3/4" HWS
4" SAN
8" ST
RD (E) 2204 SF
3" ST (1/8" / 12")
L-1
21
RD (E) 2204 SF
2" CWS
1 1/2" V
31
30
1/2" CWS
L-1
L-1
18
25
RD (E) 930 SF
1 1/2" CWS
10
HB-1
6" ST
7230 SF
1 1/4" V
4" SAN
4" SAN
21
FD-1
2" CWS
2" SAN
3/4" HWS
8" ST (1/8" / 12")
28
3" SAN
4" SAN
2 1/2" CWS
1 1/4" HWS
3/4" HWR
L-1
3" SAN
U-1
24
3" SAN
31
32
FD-1
1 1/2" V
4" SAN
2" V
8
7
15
4" SAN
21
6
3
U-2
L-1
19
WC-1
16
2" V
4" SAN
29
WC-2
WC-2
RD (E) 330 SF
RD
ADDITION 566 SF
SECOND FLOOR
2" V
2" V
3" ST (1/8" / 12")
DFC-1
8" ST
7886 SF
9
3" ST
27
ISSUED:
3.24.2016
4" SAN
GROUND FLOOR
DESCRIPTION:
8" ST
8216 SF
3" ST
330 SF
BID DOCUMENTS
10" ST
13554 SF
1
SCALE, IN FEET
ENLARGED TOILET ROOMS - NEW UNDERGROUND
2
1/4" = 1'-0"
SCALE, IN FEET
ENLARGED TOILET ROOMS PLANS - NEW
4
1/4" = 1'-0"
0
4
8
12
NOT TO SCALE
0
NORTH
STORM RISERS - TOILET ROOMS
4
8
12
NORTH
SHEET:
P-111
505 RAMAPO VALLEY RD.
MAHWAH, NJ 07430
18031.00
4
1" CWS
3" ST (1/8" / 12")
28
1 1/2" CWS
2" V
23
WC-1
2" V
2" V
HB-1
5
RAMAPO COLLEGE
OF NEW JERSEY
4
3/4" HWR
1 1/4" HWS
2 1/2" CWS
22
2
PLUMBING ALTERATIONS TOILET ROOMS
1
WC-1
RCNJ No. 201437-01C
PHASE 2 : ALTERATIONS
32. COMBINE SAN FROM LAVATORIES AND URINALS TO COMMON
2" SAN DN.
3/23/2016 10:52:06 AM
NJDCA ELECTRONIC SUBMITTAL STAMP:
KITCHEN EQUIPMENT SCHEDULE
GAS SIZING BASED ON 450' MAXIMUM DEVELOPED LENGTH FROM 2011 PROJECT
WHICH ESTABLISHED MAXIMUM LENGTH TO EQUIPMENT ON THE ROOF.
(INTERNATIONAL FUEL GAS CODE, 2015, TABLE 402.4(1), PRESSURE LESS THAN
2.0 PSI, 0.5 PSI DROP).
1-1/4" GAS
EXISTING GAS
SOLENOID VALVE
G
ITEM #4
GRIDDLE
81 MBH
G
1-1/2" GAS
1-1/2" GAS
ITEM #3
CHARBROILER
102 MBH
Phase Amps
Cycle Hp
1
1
Sandwich / Salad Preparation Refrigerator
Continental Refrig
SW72-30M-FB
115
1
60
1-1/4" GAS
EXISTING
FRYER
150 MBH
G
G
1-1/2" GAS
EXISTING
FRYER
110 MBH
G
Cord & Plug
5-15P
Gas Conn.
Gas Size(in) Height (in)
Gas MBTU
1
Range, 36", 6 Open Burners
Vulcan
36S-6B
3/4"
215.0
Charbroiler
Vulcan
VACB36
3/4"
102.0
4
1
Countertop Griddle
Vulcan
948RX
120
1
3/4"
108.0
5
1
Equipment Stand, Refrigerated Base
Vulcan
ARS84
115
1
12.0
60
6
1
Carving Station / Shelf
Hatco
DCSB400-3624-2
120
1
10.83
60
7
1
Fryer
Vulcan
LG500
3/4"
150.0
8
1
Work Table
Advance Tabco
KSS-305
9
1
Dual Temp Food Well, Drop-In
Wells
HRCP-7300
115
1
5.6
60
Wells
HRCP-7300
208/240
1
14.4/16.7
60
10
1
Drop-In Sink
Advance Tabco
DI-1-2012
11
1
Microwave Oven
ACP
RCS10TS
120
1
12
1
Conveyor Toaster
Adcraft
CVYT-120
120
1
13
1
Reach-In Freezer
True
STG1F-1S
115
1
6.8
60
1/2
Cord & Plug
5-15P
14
1
Reach-In Refrigerator
True
STG1R-1S
115
1
4.8
60
1/3
Cord & Plug
5-15P
15
1
Heated Shelf Food Warmer
Hatco
GRS-72-L
120
1
5-15P
1.0
60
1/2
1.3
1/3
Cord & Plug
5-15P
Cord & Plug
5-15P
Cord & Plug
5-15P
Direct
3.8/5.0
Direct
1-1/2"
15
60
1
60
1.7
Cord & Plug
5-15P
5-15P
60
1.45
Cord & Plug
0.45
Direct
SEALED:
Spare Number
17
2
Drop-In Hot Well
Wells
SS-10
120
1
3.75
60
18
1
Display Freezer
Entree
OFL-40
115
1
1.0
60
19
1
Dipper Well
AllPoints
56-1462
20
1
L-Shaped Work Table
Advance Tabco
KTMS-307
21
4
120
1
2.08
60
115
1
8.2
Decorative Lamp
4
22
1
Reach-In Undercounter Refrigerator
Advance Tabco
TA-11A-2
Hatco
DL-775-CL
Hatco
DL-SWITCH-16AMP
Beverage Air
UCR60A
1/8
Cord & Plug
5-15P
(2) 1-1/2"
.25
Direct
16.0
60
1/4
CONNOR ARCHITECTURE ACCEPTS NO RESPONSIBILITY FOR UNAUTHORIZED REPRODUCTION OR
UNAUTHORIZED USE OF THIS DOCUMENT.
GAS PIPING SCHEMATIC - RESIDENTIAL SERVERY - ALTERATION
EXISTING EQUIPMENT SCHEDULE
NOT TO SCALE
B
C
D
21
20
EQ11
11
12
16
EQ13
1
12
EQ12
16
16
EQ10
19
3/4" HWR
1 1/2" HWS
1 1/2" CWS
3" V
4" SAN
2
14
3" V
3/4" HWR
3/4" HWS
1 1/2" CWS
EQ22
4" SAN
EQ14
7
20
6
EQ9
3" V
EQ21
10
4" GAS
2 1/2" GAS
FS (E)
4" SAN
4" GAS
13
1 1/2" CWS
1 1/2" HWS
3/4" HWR
3" V
1 1/2" CWS
1 1/2" HWS
3/4" HWR
FS (E)
4" SAN
4" SAN
4" SAN
4" SAN
EQ8
FCO (E)
4" SAN
8
9
EQ23
FD (E)
6
EXISTING COLD WELL
EXISTING HOT WELL
EXISTING HOT WELL
EXISTING FRYER
EXISTING CONVECTION OVEN
EXISTING HOT WELL
EXISTING REFRIDGERATOR
EXISTING WALL MOUNTED SINK
1656 Massachusetts Ave. | Lexington, MA 02420
Tel: 781-652-0114 | connorarchitecture.com
ENGINEER:
EXISTING HOT WELL
EXISTING HOT WELL
EXISTING IMPINGER
EXISTING PAN RACK
EXISTING PIZZA MAKE TABLE
49 Court Street | P.O. Box 1980 | Binghamton, NY 13902
Tel: 607-723-9421 | mjinc.com
EXISTING COLD WELL
EXISTING COLD WELL
REVISIONS
EXISTING COLD WELL
EXISTING HAND SINK
EXISTING HOT WELL
EXISTING HOT WELL
EXISTING SINK
EXISTING UNDERCOUNTER REFRIDGERATOR
EXISTING UNDERCOUNTER REFRIDGERATOR
EXISTING HOT WELL
FS (E)
FS (E)
EQ15
15
4
5
4" SAN
EQ5
3" SAN
4" SAN
1/2" CWS
3" V UP
5
3
5
EQ7
FS (E)
3" SAN
EQ4
4" SAN
FD (E)
5
V1
14
FS (E)
EQ16
EQ3
5
7
5
EQ6
5
2
ADDITION/ALTERATION
13
GENERAL NOTES
FS-1
4" SAN
3
ARCHITECT:
17
16
V1
DESSERT
EQ16
GRILL
EQ3
EQ4
EQ6
EQ7
HOMETOWN
EQ5
EQ8
EQ9
MEDITERRANEAN
EQ1
EQ2
PIZZA
EQ10
EQ11
EQ12
SALAD
EQ17
EQ18
SANDWICH
EQ19
EQ20
WOK
EQ14
EQ15
EQ21
EQ22
EQ23
BREAKFAST
EQ13
DRAWINGS ARE FOR GENERAL PURPOSES ONLY. NO MEASUREMENTS SHALL BE SCALED OFF DRAWINGS.
ALL MEASUREMENTS SHALL BE VERIFIED IN FIELD.
DRAWN BY:
MAE
CHECKED BY:
MAE/PP
1 1/2" CWS
1 1/2" HWS
3/4" HWR
3/4" HWR
1 1/2" HWS
1 1/2" CWS
FS-1
4" SAN
3" SAN
3/4" HWR
3/4" HWS
2
NEMA
1
1
NEW ARRANGEMENT
Connection Type
Direct
Waste
Conn.
Height(in)
2
16
ITEM #2
RANGE
215 MBH
7.6
Kw
Direct
Waste
Size
3
1
1-1/2" GAS
1-1/4" GAS
Voltage
Indirect
Waste
Size
4"
N
SA
EQ20
FS (E)
KEYED NOTES
22
EQ17
3" V
3" SAN
3" V
19
4" SAN
EQ2
4" SAN
3" SAN
4
4" SAN
1. PROVIDE 1-1/2" INDIRECT WASTE PIPING FROM ITEM EQ-13 TO
FLOOR SINK (FS-1, 3") INSTALLED BELOW CABINET. PROVIDE 3" PTRAP AND EXTEND 3" SAN TO EXISTING VENTED 4" SAN PIPING
BELOW FLOOR.
FD (E)
12
11
4" SAN
FCO (E)
FCO (E)
EQ18
FS (E)
3. PROVIDE 1-1/2" INDIRECT WASTE PIPING FROM ITEM EQ-16 TO
FLOOR SINK (FS-1, 4") INSTALLED BELOW CABINET. PROVIDE 3" PTRAP AND EXTEND 4" SAN TO EXISTING VENTED 4" SAN PIPING
BELOW FLOOR.
FS (E)
17
2. PROVIDE 1/2" CWS AND 1/2" HWS FROM PIPING AT STRUCTURE
ABOVE, DOWN IN WALL AND CONNECT TO ITEM #10. EXTEND 11/4" INDIRECT WASTE FROM ITEM #10 TO EXISTING FLOOR SINK
BELOW ADJACENT COOKING STATION.
EQ1
4. EXTEND 1/2" CWS FROM ADJACENT SINK TO ITEM #19 INLET.
PROVIDE 1-1/2" INDIRECT WASTE FROM ITEMP #19 TO FLOOR
SINK BENEATH EXISTING COOKING STATION.
17
EQ19
5. SEE GAS PIPING SCHEMATICS ON THIS SHEET FOR PIPING
MODIFICATIONS TO EQUIPMENT BELOW EXHAUST HOOD.
1
6. CONNECT ITEM #8 TO EXISTING SUPPLY AND DRAIN PIPING IN
WALL SERVING PREVIOUS HAND SINK.
7. CONNECT ITEM #20 TO EXISTING SUPPLY PIPING IN WALL
SERVING PREVIOUS SINK. EXTEND 1-1/2" INDIRECT WASTE (QTY 2)
TO EXISTING FLOOR SINK BELOW COUNTER.
ISSUED:
3.24.2016
DESCRIPTION:
BID DOCUMENTS
SHEET:
1
SCALE, IN FEET
SERVERY - RENOVATION - ALTERNATE
1/4" = 1'-0"
0
4
8
12
NORTH
F
H
P-112
18031.00
2" GAS
Model
Hot Water
Conn.
Height(in)
505 RAMAPO VALLEY RD.
MAHWAH, NJ 07430
2" GAS
Mfr
Hot
Water
(in)
RCNJ No. 201437-01C
PHASE 2 : ALTERATIONS
2-1/2" GAS
Category
Cold Water
Conn.
Height(in)
RAMAPO COLLEGE
OF NEW JERSEY
2-1/2" GAS
Quantity
Cold
Water
(in)
PLUMBING ALTERATIONS SERVERY - ALTERNATE #1
G
ItemNo
Electrical
Connection
Height