ABOVE-GROUND BUILDING DRAINAGE AND VENT PIPE...23. structural safety - in the process of installing or repairing any part of a plumbing or drainage system, the finished floor, walls,

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, ISNATIONAL STANDARD PLUMBING CODE, 2015, ISNATIONAL STANDARD PLUMBING CODE, 2015, ISNATIONAL STANDARD PLUMBING CODE, 2015, ISIN EFFECT FOR THIS PROJECT.IN EFFECT FOR THIS PROJECT.IN EFFECT FOR THIS PROJECT.IN EFFECT FOR THIS PROJECT.

5. CONTRACTOR RESPONSIBLE FOR PAYING FOR ALL FEES ASSOCIATED WITH OBTAINING PERMITS, INSPECTIONS, ETC.

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.

7. ALL PLUMBING EQUIPMENT SHALL BE INSTALLED PER MANUFACTURER RECOMMENDATIONS. ANY CONFLICTS WITH INSTALLATION AND MANUFACTURER RECOMMENDATIONS SHALL

BE REPORTED TO ENGINEER.

8. CUTTING AND PATCHING - ALL NOTES BELOW HOLD THE COMMON CONDITION "UNLESS OTHERWISE NOTED".

• FOR RENOVATIONS:FOR RENOVATIONS:FOR RENOVATIONS: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:FOR NEW CONSTRUCTION:FOR NEW CONSTRUCTION: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:OPENINGS MADE POST-FINISH:OPENINGS MADE POST-FINISH: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):UNDERGROUND PIPING (NEW CONSTRUCTION):UNDERGROUND PIPING (NEW CONSTRUCTION):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:UNDERGROUND PIPING FINISHED FLOORS OTHER THAN CONCRETE:UNDERGROUND PIPING FINISHED FLOORS OTHER THAN CONCRETE: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:EQUIPMENT OPENINGS:EQUIPMENT OPENINGS: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.

9. ALL PIPING PENETRATING ALL FIRE-RATED WALLS, CEILINGS, FLOORS, ROOFS, ETC. SHALL BE FIRE STOPPED IN ACCORDANCE WITH DIVISION 7.

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.

14. ALL PIPING PENETRATIONS THROUGH EXPOSED WALLS SHALL BE PROVIDED WITH CHROME ESCUTCHEONS AND SEAL TO WALL OR CEILING.

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.

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

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.

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.

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.

GENERAL NOTES:ABBREVIATIONSAPPX

ARCH

APPROXIMATE

ARCHITECTURAL

BFP BACKFLOW PREVENTER

BTU BRITISH THERMAL UNIT

BTUH BTU/HOUR

CWS COLD WATER SUPPLY

°F

DN

DWV

ELEV

PSI

TYP

CO CLEANOUT

DEGREES (FAHRENHEIT)

PIPE DOWN, THROUGH FLOOR

DRAIN, WASTE, AND VENT

ELEVATION

HWS DOMESTIC HOT WATER SUPPLY

N/A

PRV

V

NTS

SAN

NOT APPLICABLE

NOT TO SCALE

POUNDS PER SQUARE INCH

PRESSURE REDUCING VALVE

SANITARY

TYPICAL

VENT PIPING

PLUMBING LEGENDSYMBOLS DESCRIPTION

BALL VALVES

PIPE DOWN/DROP

PIPE UP/RISE

P TRAP

DROP PIPE DOWN, NOT THROUGH FLOOR

RISE PIPE UP, NOT THROUGH FLOOR ABOVE

HWR DOMESTIC HOT WATER RETURN

GAS LOW PRESSURE GAS (BELOW 0.5 PSI)

DWH DOMESTIC WATER HEATER

(E) EXISTING

POINT OF NEW

CONNECTION/DISCONNECTION

FD FLOOR DRAIN

FS FLOOR SINK

FCO FLOOR PLATE CLEANOUT

GPM GALLONS PER MINUTE

xx KEYED NOTE SYMBOL

PIPE UNION

PIPE AND FITTING MATERIALS PERMITTED

PIPE STANDARDMATERIAL FITTING STANDARD

UNDERGROUND BUILDING DRAINAGE AND VENT PIPEUNDERGROUND BUILDING DRAINAGE AND VENT PIPEUNDERGROUND BUILDING DRAINAGE AND VENT PIPEUNDERGROUND BUILDING DRAINAGE AND VENT PIPE

CAST IRON PIPEASTM A 74; ASTM A 888;

CISPI 301

ASTM B 16.4; ASTM B 16.12;

ASTM A 74; ASTM A 888; CISPI

301

PIPE STANDARDMATERIAL FITTING STANDARD

ABOVE-GROUND BUILDING DRAINAGE AND VENT PIPEABOVE-GROUND BUILDING DRAINAGE AND VENT PIPEABOVE-GROUND BUILDING DRAINAGE AND VENT PIPEABOVE-GROUND BUILDING DRAINAGE AND VENT PIPE

CAST IRON PIPEASTM A 74; ASTM A 888;

CISPI 301

ASTM A 74; ASTM A 888; CISPI

301

HANGER SCHEDULE (2015 NSPC, CHAPTER 8)MATERIAL MAX. HORIZONTAL SPACING (FT)

CAST IRON PIPE

COPPER TUBING, 1-1/4" DIAMETER AND SMALLER

COPPER TUBING, 1-1/2" DIAMETER AND LARGER

CPVC TUBING, 1" DIAMETER AND SMALLER

CPVC TUBING, 1-1/4" DIAMETER AND LARGER

STEEL PIPE, 3/4" DIAMETER AND SMALLER

PVC PIPE

5

6

10

NOTES 1,2

10

MAX. VERTICAL SPACING (FT)

AT BASE AND EACH

STORY HEIGHT

10

10

AT EVERY OTHER STORY

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.

STEEL PIPE, 1" DIAMETER AND LARGER 12 15

NOTES 1,3

NOTES 1,2 NOTES 1,3

NOTES 1,2 NOTES 1,3

REVISIONS

DESCRIPTION:

ISSUED:

SHEET:

CONNOR ARCHITECTURE ACCEPTS NO RESPONSIBILITY FOR UNAUTHORIZED REPRODUCTION ORUNAUTHORIZED USE OF THIS DOCUMENT.

DRAWINGS ARE FOR GENERAL PURPOSES ONLY. NO MEASUREMENTS SHALL BE SCALED OFF DRAWINGS.ALL MEASUREMENTS SHALL BE VERIFIED IN FIELD.

ENGINEER:

DRAWN BY:

CHECKED BY:

1656 Massachusetts Ave. | Lexington, MA 02420Tel: 781-652-0114 | connorarchitecture.com

ARCHITECT:

49 Court Street | P.O. Box 1980 | Binghamton, NY 13902Tel: 607-723-9421 | mjinc.com

NJDCA ELECTRONIC SUBMITTAL STAMP:

SEALED:

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3.24.2016

BID DOCUMENTS

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LAVATORY SCHEDULEGENERAL

TAG MATERIALACCESSIBILITY

DESIGNATION

MANUFACTURER MODEL CWS

SIZE

HWS

SIZE

DRAIN

SIZE

VENT

SIZEMINIMUM

SUPPLY

PRESSURE

( PSI )

MANUFACTURER MODEL

BOWL FAUCET

MANUFACTURER MODEL

CARRIER

MANUFACTURER MODEL

TRAP

MANUFACTURER MODEL

INSULATION/COVERS

MANUFACTURER MODEL

TAILPIECE

MANUFACTURER MODEL

SUPPLIES/STOPS UNIT CONNECTIONS NOTES

COLORMOUNTING

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.

L-1 ALL 1/2" 1/2" 1-1/2" 1-1/4" 25SLOAN ETF-80 PROFLO PFPTB107 PROFLO PFGD100TRUEBROLAV GUARD 2

102-EZPROFLO PFXCAZ32CLKL12BRADLEYVITREOUS CHINA

AMERICAN

STANDARD

OVALYN

0495.221WHITEUNDERMOUNT S59-4000A

URINAL SCHEDULEGENERAL UNIT CONNECTIONS

TAG MOUNTING ACCESS

DESIGNATION

MANUFACTURER MODEL FLUSH

VOLUME

(GPF)

SUPPLY

SIZE

DRAIN

SIZE

VENT

SIZE

MINIMUM

SUPPLY

PRESSURE

( PSI )

COLOR MANUFACTURER MODEL MANUFACTURER MODEL

CARRIERFLUSH VALVEBOWL

U-1WALL -

TOP SPUDADA

AMERICAN

STANDARD

WASHBROOK

6590.0013/4" 2" 1-1/2" 25SLOAN

OPTIMA 186-1.0

ES-SWHITE

NOTES

1.0MIFAB MC-32

U-2WALL -

TOP SPUDNON-ADA 3/4" 2" 1-1/2" 25SLOAN

OPTIMA 186-1.0

ES-SWHITE 1.0MIFAB MC-32

AMERICAN

STANDARD

WASHBROOK

6590.001

WATER CLOSET SCHEDULEGENERAL UNIT CONNECTIONS

TAG MOUNTING ACCESS

DESIGNATION

MANUFACTURER MODEL FLUSH

VOLUME

(GPF)

SUPPLY

SIZE

DRAIN

SIZE

VENT

SIZE

MINIMUM

SUPPLY

PRESSURE

( PSI )

COLOR MANUFACTURER MODEL MANUFACTURER MODEL COLOR

SEATFLUSH VALVEBOWL NOTES

WC-1FLOOR -

TOP SPUDADA 1.6 1" 3" 2" 25PROFLO PFTSCOF2000WHWHITE WHITE

WC-2FLOOR -

TOP SPUDNON-ADA 1.6 1" 3" 2" 25PROFLOWHITE WHITE

MADERA

3451.001SLOAN

AMERICAN

STANDARD

MADERA

3034.001SLOAN

OPTIMA

111-1.28-ES-S

OPTIMA

111-1.28-ES-S

AMERICAN

STANDARDPFTSCOF2000WH

SANITARY/STORM DRAINAGE ACCESSORIESNOTESTAG DESCRIPTION MANUFACTURER MODEL DRAIN SIZE

FD-1 FLOOR DRAIN WATTS FD-100-A5 SEE PLANS

FCO-1 FLOOR CLEANOUT WATTS CO-1200-R SEE PLANS, 4" MAX

CO-1 LINE CLEANOUT CHARLOTTE PVC PART 105X SEE PLANS, 4" MAX

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.

1

WCO-1 WALL CLEANOUT SEE PLANS, 4" MAXWATTS CO-460-RD

FS-1 FLOOR SINK WATTS FS-740-175 4" 2

DOMESTIC WATER SUPPLY ACCESSORY SCHEDULEGENERAL UNIT PERFORMANCE NOTES

TAG DESCRIPTION ACCESS

DESIGNATION

MANUFACTURER MODEL

NUMBERCWS

SIZE

HWS

SIZE

PRESSURE

RANGE

( PSI )

WHA-XWATER HAMMER

ARRESTERN/A

PRECISION

PLUMBING

PRODUCTS

SC-SERIES VARIES N/A(-X) SUFFIX ON PLANS CORRESPONDS TO PDI

SIZE OF UNIT

HB-1 N/A WATTS HY-330 3/4" N/A

HOSE BIBB,

MILD CLIMATE,

WITH WALL BOX

NICKEL BRONZE BOX FACE

0-200

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, ISNATIONAL STANDARD PLUMBING CODE, 2015, ISNATIONAL STANDARD PLUMBING CODE, 2015, ISNATIONAL STANDARD PLUMBING CODE, 2015, ISIN EFFECT FOR THIS PROJECT.IN EFFECT FOR THIS PROJECT.IN EFFECT FOR THIS PROJECT.IN EFFECT FOR THIS PROJECT.

5. CONTRACTOR RESPONSIBLE FOR PAYING FOR ALL FEES ASSOCIATED WITH OBTAINING PERMITS, INSPECTIONS, ETC.

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.

7. ALL PLUMBING EQUIPMENT SHALL BE INSTALLED PER MANUFACTURER RECOMMENDATIONS. ANY CONFLICTS WITH INSTALLATION AND MANUFACTURER RECOMMENDATIONS SHALL

BE REPORTED TO ENGINEER.

8. CUTTING AND PATCHING - ALL NOTES BELOW HOLD THE COMMON CONDITION "UNLESS OTHERWISE NOTED".

• FOR RENOVATIONS:FOR RENOVATIONS:FOR RENOVATIONS: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:FOR NEW CONSTRUCTION:FOR NEW CONSTRUCTION: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:OPENINGS MADE POST-FINISH:OPENINGS MADE POST-FINISH: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):UNDERGROUND PIPING (NEW CONSTRUCTION):UNDERGROUND PIPING (NEW CONSTRUCTION):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:UNDERGROUND PIPING FINISHED FLOORS OTHER THAN CONCRETE:UNDERGROUND PIPING FINISHED FLOORS OTHER THAN CONCRETE: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:EQUIPMENT OPENINGS:EQUIPMENT OPENINGS: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.

9. ALL PIPING PENETRATING ALL FIRE-RATED WALLS, CEILINGS, FLOORS, ROOFS, ETC. SHALL BE FIRE STOPPED IN ACCORDANCE WITH DIVISION 7.

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.

14. ALL PIPING PENETRATIONS THROUGH EXPOSED WALLS SHALL BE PROVIDED WITH CHROME ESCUTCHEONS AND SEAL TO WALL OR CEILING.

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.

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

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.

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.

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.

GENERAL NOTES:

DRINKING FOUNTAIN SCHEDULEGENERAL

TAG MATERIALACCESSIBILITY

DESIGNATION

MANUFACTURER MODEL CWS

SIZE

DRAIN

SIZE

VENT

SIZEMINIMUM

SUPPLY

PRESSURE

( PSI )

EWC-1STAINLESS

STEEL

ADA,

WITH BOTTLE

FILLER

ELKAY LZS8WSVRLP 1/2" 1-1/4" 1-1/4" 25MCGUIRE 8872 MCGUIRE H2166CC

BOWL

MANUFACTURER MODEL

TRAP

MANUFACTURER MODEL

SUPPLIES/STOPS UNIT CONNECTIONS NOTES

MOUNTING

WALL

HANGER SCHEDULEMATERIAL MAX. HORIZONTAL SPACING (FT)

CAST IRON PIPE

COPPER TUBING, 1-1/4" DIAMETER AND SMALLER

COPPER TUBING, 1-1/2" DIAMETER AND LARGER

CPVC TUBING, 1" DIAMETER AND SMALLER

CPVC TUBING, 1-1/4" DIAMETER AND LARGER

STEEL PIPE

PVC PIPE

5

6

10

3

4

12

4

MAX. VERTICAL SPACING (FT)

15

10

10

10

10

15

10

NOTES

1

2

2

2

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.

1i

ABBREVIATIONSAPPX

ARCH

APPROXIMATE

ARCHITECTURAL

BFP BACKFLOW PREVENTER

BTU BRITISH THERMAL UNIT

BTUH BTU/HOUR

CWS COLD WATER SUPPLY

°F

DN

DWV

ELEV

PSI

TYP

CO CLEANOUT

DEGREES (FAHRENHEIT)

PIPE DOWN, THROUGH FLOOR

DRAIN, WASTE, AND VENT

ELEVATION

HWS DOMESTIC HOT WATER SUPPLY

N/A

PRV

UP

NTS

SAN

NOT APPLICABLE

NOT TO SCALE

POUNDS PER SQUARE INCH

PRESSURE REDUCING VALVE

SANITARY

TYPICAL

PIPE UP THROUGH FLOOR

PLUMBING LEGENDSYMBOLS DESCRIPTION

BALL VALVES

PIPE DOWN/DROP

PIPE UP/RISE

P TRAP

DROP PIPE DOWN, NOT THROUGH FLOOR

RISE PIPE UP, NOT THROUGH FLOOR ABOVE

HWR DOMESTIC HOT WATER RETURN

GAS LOW PRESSURE GAS (BELOW 0.5 PSI)

DWH DOMESTIC WATER HEATER

(E) EXISTING

POINT OF NEW CONNECTION

FD FLOOR DRAIN

FS FLOOR SINK

FCO FLOOR PLATE CLEANOUT

GPM GALLONS PER MINUTE

PIPE UNION

FLOOR SINK (EXISTING)

POINT OF DISCONNECTION

xx KEYED NOTE SYMBOL

FS (E)

FLOOR DRAIN (EXISTING)FD (E)

FLOOR CLEANOUT (EXISTING)FCO (E)

KITCHEN EQUIPMENT TAG

ST STORM

V VENT PIPING

REVISIONS

DESCRIPTION:

ISSUED:

SHEET:



ENGINEER:

DRAWN BY:

CHECKED BY:


ARCHITECT:



SEALED:

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GENERAL NOTES

DEMOLITION

KEYED NOTES

1. IDENTIFICATION AND/OR ABATEMENT OFHAZARDOUS MATERIALS IS NOT PART OF THIS SCOPEOF WORK. IF ASBESTOS OR OTHER HAZARDOUS

MATERIALS ARE ENCOUNTERED, THE CONTRACTORSHALL NOTIFY THE OWNER IMMEDIATELY.

2. REFER TO SPECIFICATIONS FOR RECYCLING,

CONSTRUCTION WASTE MANAGEMENT ANDDISPOSAL REQUIREMENTS.

3. OPENING IN THE EXISTING STRUCTURE SMALLER THAN12" IN ANY DIRECTION ARE NOT IDENTIFIED ON THESEDRAWINGS. SUBCONTRACTORS SHALL BE

RESPONSIBLE FOR PROVIDING OPENINGS SMALLERTHAN 12" AS REQUIRED FOR INSTALLATION OF THEIR

WORK.4. OPENINGS IN THE EXISTING STRUCTURE SHALL NOT BE

MADE WITHOUT PRIOR APPROVAL OF THE

STRUCTURAL ENGINEER.5. DO NOT REMOVE ITEMS WHICH JEOPARDIZE THE

STRUCTURAL INTEGRITY OF THE BUILDING. IF HIDDENELEMENTS OR DETERIORATED ELEMENTS AREENCOUNTERED, NOTIFY THE ARCHITECT IMMEDIATELY.

6. PROTECT ADJACENT AREAS AND ITEMS "TO REMAIN"DURING DEMOLITION/CONSTRUCTION.

REPAIR/REPLACE ITEMS DAMAGED DURINGCONSTRUCTION.

7. IF UNANTICIPATED HIDDEN ELEMENTS OR

DETERIORATED ELEMENTS ARE ENCOUNTERED, NOTIFYTHE OWNERS REPRESENTATIVE IMMEDIATELY.

REFER TO CONSULTANT DRAWINGS FOR ADDITIONALDEMOLITION WORK.

8. REVIEW w/ OWNER TO DETERMINE WHAT, IF

ANYTHING, WILL BE REMOVED BY OWNER AND WHAT,IF ANYTHING, IS TO BE SALVAGED & TURNED OVERTO OWNER.

D1. DISCONNECT, REMOVE, AND DISCARD AREA DRAIN ANDASSOCIATED PIPING.

D2. DISCONNECT, REMOVE, AND DISCARD GUTTERS ANDDOWNSPOUTS.

D3. EXCAVATE, REMOVE, AND DISCARD 4" ST PIPING. RESTORATIONIS NOT REQUIRED SINCE AREA IS BEING EXPANDED UPON.

D4. EXCAVATE, REMOVE, AND DISCARD CLEAN OUT, ELBOWS, ANDWYES UP TO TRENCH DRAIN CONNECTION.

D5. EXISTING AREA DRAIN TO REMAIN. WYE/TEE CONNECTION AT 4"

LATERAL MAIN TO BE REMOVED.

D6. TRENCH DRAIN AND CONCRETE ENCASEMENT TO REMAIN.

PREPARE OUTLET OF TRENCH DRAIN FOR CONNECTION TO NEWLATERAL.

D7. EXCAVATE, REMOVE, AND DISCARD 4" ST PIPE. MAINTAINEXCAVATION FOR NEW LATERAL INSTALLATION.

D8. REMOVE EXISTING 4"X10" WYE AND MAINTAIN FOR NEW LATERAL

TIE-IN.

C D

E G J N Q

1

5

10

13

18

20

21

9

H I

2

4

6

7

OML

3

F

19

17

16

14

1211

8

B

K

15

A

A.4 B.7

1.92.1

2.9

7.1

Q.1 Q.2Q.3

10.2

10.810.9

10.3

4" S

T

10" ST (1/

8" / 1

2")

4" ST 4" ST

10" ST (1/8" / 12")

4" ST (1/8" / 12")

D2

D1

D2

D3

D4

D6

D5

D7

D8

REVISIONS

DESCRIPTION:

ISSUED:

SHEET:



ENGINEER:

DRAWN BY:

CHECKED BY:


ARCHITECT:



SEALED:

3/2

3/2

01

6 1

0:5

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1/8" = 1'-0"

PLUMBING DEMOLITION - EXTERIOR/UNDERGROUND1

D

0 0

KR0105

0FNA

CABIN E

T, BREAD A

ND BATTE

R

00

C D

E G J N Q

1

5

10

13

18

20

21

22

9

H I

2

4

6

7

OML

3

F

19

17

16

14

1211

8

B

K

15

A

A.4 B.7

1.92.1

2.9

7.1

Q.1 Q.2Q.3

10.2

10.810.9

10.3

FCO (E)

FS (E)

FS (E)

FS (E)

FD (E)

FS (E)

FD (E)

FS (E)

FS (E)

FS (E)

FD (E)

FS (E)

FCO (E)FS (E)

FS (E)

FCO (E)

4" GAS

1 1/2" CWS

1 1/2" HWS 3/4" HWR

3/4" HWR

1 1/2" HWS 1 1/2" CWS

1 1/2" CWS

1 1/2" HWS

3/4" HWR

3/4" HWR

1 1/2" HWS

1 1/2" CWS

3/4" HWR

1 1/2" CWS

3/4" HWS

1/2" CW

S

3/4" HWS

3/4" HWR

2 1

/2" G

AS

FCO (E)

PD-112

1

PD-111

1

PD-111

2

1

1

1

1

1

1

1

1

1

1

1

2

2

1

GENERAL NOTES

DEMOLITION

KEYED NOTES


















1. DISCONNECT DRAIN FROM HOT/COLD WELL TO ALLOW FORWELL AND COUNTER REMOVAL.

2. DISCONNECT SUPPLIES AND DRAIN FROM SINK TO ALLOW FORCOUNTERTOP REMOVALS.

REVISIONS

DESCRIPTION:

ISSUED:

SHEET:



ENGINEER:

DRAWN BY:

CHECKED BY:


ARCHITECT:



SEALED:

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1/8" = 1'-0"

PARTIAL DEMOLITION PLAN - GROUND FLOOR1

NORTH0 16 248

SCALE, IN FEET

ALTERNATE #1

-

---

-

---

2 1

/2" CW

S 1

1/4" HW

S 3

/4" HW

R

2" CWS

2 1/2" CWS 1 1/4" HWS 3/4" HWR

1 1

/4" CW

S

4" SAN

3" ST 1 1/2" CWS

1/2" CW

S

1/2" HW

S

2" CWS

3/4" HWS

1/2" CWS

3" ST (

1/8" / 1

2")

2" SAN

6" ST

1/2" HWS

1/2" CWS

-

---

-

---

FCO (E)

3" ST (1/8" / 12")

CO

4" SAN

D1

D4

D5

D2 D3

D17

D10

D8

D7

D9

D6

D6

D14

D11

D12

D7

D13

D18

D15

2" V 3" V 2" V

2" V

2" V

1 1/2" V

1 1/2" V

2" V

D19

D16

-

---

2" V

2" V

2" V

GENERAL NOTES

DEMOLITION

KEYED NOTES


















D1. DISCONNECT, REMOVE, AND DISCARD WATER CLOSET, FLUSHVALVE, AND CARRIER. TYPICAL FOR 6 IN THIS ROOM.

D2. DISCONNECT, REMOVE, AND DISCARD LAVATORY, FAUCET,SUPPLIES, DRAIN, AND CARRIER. TYPICAL FOR 6 IN THIS ROOM.

D3. DISCONNECT, REMOVE, AND DISCARD WATER CLOSET, FLUSHVALVE, AND CARRIER. TYPICAL FOR 2 IN THIS ROOM.

D4. DISCONNECT, REMOVE, AND DISCARD URINAL, FLUSH VALVE, ANDCARRIER. TYPICAL FOR 2 IN THIS ROOM.

D5. DISCONNECT, REMOVE, AND DISCARD LAVATORY, FAUCET,

SUPPLIES, DRAIN, AND CARRIER. TYPICAL FOR 3 IN THIS ROOM.

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 HORIZONTALPIPING ABOVE CEILING TO FIRST FLOOR CHASE.

D9. DISCONNECT 6" ST AT ELBOW. MAINTAIN VERTICAL PIPING TOSECOND FLOOR FOR NEW CONNECTION. REMOVE HORIZONTAL

PIPING ABOVE CEILING TO FIRST FLOOR CHASE.

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.

D11. DISCONNECT, REMOVE, AND DISCARD FLOOR CLEANOUT COVER

AND BODY.

D12. DISCONNECT 4" SAN AT ELBOW. MAINTAIN VERTICAL PIPING TOSECOND FLOOR FOR NEW CONNECTION. REMOVE HORIZONTALPIPING ABOVE CEILING TO FIRST FLOOR CHASE. MAINTAIN 3" V RISER

AND HORIZONTAL PIPING ABOVE CEILING.

D13. MAINTAIN CWS AND SAN PIPING UP TO SECOND FLOOR CHASE.

D14. DISCONNECT 4" SAN AT ELBOW TO VERTICAL. MAINTAIN

HORIZONTAL PIPING FOR NEW CONNECTION.

D15. REMOVE SUPPLY PIPING BACK TO ELBOW AT 3/4" HWS AND 3/4"HWS SERVING CHASE. PIPING AND VALVE UPSTREAM OF ELBOWS TOREMAIN. 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.

D16. REMOVE SAN PIPING IN CHASE THROUGH FLOOR SLAB. REMOVE

VENT PIPING TO TEE CONNECTION ABOVE CEILING. MAINTAIN TEE FORNEW 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 SHALLBE REMOVED TO THE CEILING LEVEL AND REMOVAL CONTINUED ASDIRECTED BY OTHER KEYED NOTES. SAN PIPING THROUGH FLOOR SHALL

BE REMOVED.

D18. REMOVE SAN, CWS, HWS AND VENT PIPING WITHIN CHASESERVING FIRST FLOOR FIXTURES. PIPING SERVING SECOND FLOORFIXTURES SHALL BE REMOVED TO THE CEILING LEVEL AND REMOVAL

CONTINUED AS DIRECTED BY OTHER KEYED NOTES. SAN PIPINGTHROUGH FLOOR SHALL BE REMOVED.

D19. MAINTAIN 3" ST PIPING FROM SECOND FLOOR, THROUGHGROUND FLOOR, TO BELOW GROUND.

D20. TERMINATION POINT OF PIPING REMOVAL.

D21. REMOVE AND DISCARD P-TRAP AND PIPING ASSOCIATED WITHFLOOR DRAIN.

D22. REMOVE AND DISCARD 6" ST PIPING TO WYE AT UNDERGROUND

MAIN. CAP BRANCH OF WYE.

D23. REMOVE AND DISCARD 2" SAN FROM DRINKING FOUNTAIN UP TO

AND INCLUDING WYE CONNECTION TO MAIN.

D24. REMOVE AND DISCARD P-TRAP AND PIPING ASSOCIATED WITHFLOOR DRAIN UP TO WYE CONNECTION TO MAIN. CAP BRANCH OFWYE.

D25. REMOVE AND DISCARD 4" SAN RISER TO CHASE ABOVE ANDASSOCIATED LATERAL PIPING, UP TO AND INCLUDED SANITARY WYE.

D26. REMOVE AND DISCARD 2" SAN RISER TO CHASE ABOVE AND

ASSOCIATED LATERAL PIPING UP TO SANITARY WYE. CAP BRANCH OFWYE.

D27. REMOVE AND DISCARD 4" SAN RISER TO CHASE ABOVE ANDASSOCIATED LATERAL PIPING UP TO SANITARY WYE. CAP BRANCH OF

WYE.

D28. REMOVE AND DISCARD 4" SAN RISER TO FLOOR CLEANOUT. CAP

RISER BRANCH OF WYE.

D29. REMOVE AND DISCARD 4" RISER TO CHASE AND CONTINUEREMOVAL TO MAIN SANITARY LATERAL.

10

" ST

4" SAN

8" ST

4" SAN

10

" ST

3" ST

4" SAN2" SAN

4" SAN

2" SAN

6" ST

4" SAN

4" SAN

4" SAN

2" SAN3" SAN

4" SAN

FCO (E)

2" SAN

4" SAN

D29

D20

D22

D23

D27

D26

D20

24

D21

D28

D25

REVISIONS

DESCRIPTION:

ISSUED:

SHEET:



ENGINEER:

DRAWN BY:

CHECKED BY:


ARCHITECT:



SEALED:

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1/4" = 1'-0"

TOILET ROOM DEMOLITION - GROUND FLOOR2 1/4" = 1'-0"

TOILET ROOM DEMOLITION - UNDERGROUND1

NORTH NORTH0 8 124

SCALE, IN FEET

0 8 124

SCALE, IN FEET

C D

E

13

20

21

F

19

17

16

14

1211

B

15

A

4" GAS

2" G

AS

3/4" HW

R 1

1/2" HW

S 1

1/2" CW

S

3/4" HW

R 1

1/2" HW

S 1

1/2" CW

S

4" SAN

4" SAN

4" SAN 4" SAN

3" V

2 1

/2" G

AS

3" SAN

4" GAS 4" GAS

4" SAN

4" SAN

4" SAN

3" SAN

3" SAN

3" V

3" V

4" SAN

3" SAN

3" SAN 3" V

4" SAN

4" SAN

4" SAN

3" SAN

4" SAN

3/4" HWR 3/4" HWS 1/2" CWS

1/2" CW

S

3/4" HW

S 3

/4" HW

R

1 1/4" CWS

4" SAN 4" SAN

1 1

/2" G

AS

2 1/2" GAS

4" SAN

1/2" HW

S

1/2" CW

S

3" SAN

3" SAN

4" SAN

3" V

3/4" HWR 1 1/2" HWS

1 1/2" CWS

4" G

AS

FCO (E)

FS (E)

FS (E)

FCO (E)

FS (E)

FD (E)

FS (E)

FS (E)

FD (E)

FS (E)

FS (E)

FS (E)

FS (E)

FS (E)

FCO (E)

FD (E)

3" V

1 1/2" CWS 1 1/2" HWS 3/4" HWR

1 1/2" CWS 1 1/2" HWS 3/4" HWR

1 1

/2" CW

S 3

/4" HW

S 3

/4" HW

R

3/4" CW

S

4" SAN

D1

D2

D3

D4

D5

D6

D7

D8

DEMOLITION

KEYED NOTES

D1. DISCONNECT SINK AND REMOVE SUPPLIES BACK TO STOPS ATWALL. PIPING AT WALL TO REMAIN FOR NEW CONNECTION.REMOVE AND DISCARD INDIRECT WASTE PIPING.

D2. DISCONNECT, REMOVE, AND DISCARD HAND SINK. MAINTAINSUPPLY AND DRAIN PIPING AT WALL FOR NEW CONNECTION.

D3. DISCONNECT GRIDDLE. SEE GAS PIPING SCHEMATIC ON THIS

PAGE FOR EXTENT OF REMOVAL.

D4. DISCONNECT CHARBROILER. SEE GAS PIPING SCHEMATIC ON

THIS PAGE FOR EXTENT OF REMOVAL.

D5. DISCONNECT STEAMER. SEE GAS PIPING SCHEMATIC ON THISPAGE FOR EXTENT OF REMOVAL.

D6. DISCONNECT CONVECTION OVEN. SEE GAS PIPINGSCHEMATIC ON THIS PAGE FOR EXTENT OF REMOVAL.

D7. DISCONNECT FRYER. SEE GAS PIPING SCHEMATIC ON THISPAGE FOR EXTENT OF REMOVAL.

D8. DISCONNECT RANGE. SEE GAS PIPING SCHEMATIC ON THIS

PAGE FOR EXTENT OF REMOVAL.

EXISTING

GRIDDLE

105 MBH

2-1/2" GAS

EXISTING GAS

SOLENOID VALVE

G

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

EXISTING

CHARBROILER

90 MBH

2" GAS

G

EXISTING

STEAMER

125 MBH

2" GAS

G

EXISTING

CONVECTION

OVEN

110 MBH

1-1/2" GAS

G

EXISTING

FRYER

110 MBH

1-1/4" GAS

G

EXISTING

RANGE

155 MBHG

1-1/4" GAS 1-1/4" GAS 1-1/4" GAS 1-1/4" GAS 1-1/4" GAS 1-1/4" GAS

2-1/2" GAS

EXISTING ARRANGEMENTEXISTING ARRANGEMENTEXISTING ARRANGEMENTEXISTING ARRANGEMENT

REVISIONS

DESCRIPTION:

ISSUED:

SHEET:



ENGINEER:

DRAWN BY:

CHECKED BY:


ARCHITECT:



SEALED:

3/2

3/2

01

6 1

0:5

2:1

6 A

M

PD-112

PL U

MB

ING

DEM

OLI

TIO

N -

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VER

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ALT

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NA

T E #

1

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1/4" = 1'-0"

SERVERY - DEMOLITION - ALTERNATE1

NOT TO SCALE

GAS PIPING SCHEMATIC - RESIDENTIAL SERVERY EXISTING/DEMO2

NORTH0 16 248

SCALE, IN FEET

C D

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10

13

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20

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19

17

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12 11

8

B

K

15

A

A.4 B.7

1.92.1

2.9

7.1

Q.1 Q.2Q.3

10.2

10.810.9

10.3

6" ST (1/

8" / 1

2")

6" ST (1/8" / 12")

6" ST (1/8" / 12")

10" ST (1/

8" / 1

2")

10" ST (1/8" / 12")

4" ST (1/8" / 12") 4" ST (1/8" / 12")

10" ST (1/

8" / 1

2")

GENERAL NOTES

ADDITION/ALTERATION

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 FORFLOOR FINISH.

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 TOORIGINAL CONDITION.

P5. PROVIDE 6"x10" WYE/TEE TO CONNECT 6" ST LATERAL TO EXISTING10" ST.

REVISIONS

DESCRIPTION:

ISSUED:

SHEET:



ENGINEER:

DRAWN BY:

CHECKED BY:


ARCHITECT:



SEALED:

3/2

3/2

01

6 1

0:5

1:5

5 A

M

P-100

PLU

MB

ING

UN

DER

GR

OU

ND

PLA

N

3.24.2016

BID DOCUMENTS

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ATI

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1" = 10'-0"

PARTIAL UNDERGROUND PLAN1

P1

P2

P3

P4

P5

D

0 0

KR0105

0FNA

CABIN E

T, BREAD A

ND BATTE

R

00

GENERAL NOTES

ADDITION/ALTERATION

KEYED NOTES

P1. PROVIDE 4" CLEANOUT PLUG (CO-1) AT OPEN WYE/TEE.

P2. PROVIDE 4" ST UP TO ROOF DRAIN (RD-1, 4").

P3. PROVIDE 6" ST DOWN IN LOCATION OF FUTURE INTERIOR WALL.PROVIDE WALL CLEANOUT (WCO-1) 12" A.F.F.

P4. PROVIDE 3" ST UP TO ROOF DRAIN (RD-1, 3").

P5. PROVIDE 3" CLEANOUT PLUG AT OPEN WYE/TEE.

P6. PROVIDE 3" ST CONNECTION TO EXISTING 6" ST DROP INCHASE.

C D

E G J N Q

1

5

10

13

18

20

21

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6

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19

17

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1211

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B

K

15

A

A.4 B.7

1.92.1

2.9

7.1

Q.1 Q.2Q.3

10.2

10.810.9

10.3

6" ST (1/8" / 12")

P1

P2 P2

P1

P3

6" ST (1/8" / 12")

6" ST (1/8" / 12")

P4

P5

P6

P5

3" ST (1/8" / 12")

3" ST (

1/8" / 1

2")

3" ST (1/8" / 12")

REVISIONS

DESCRIPTION:

ISSUED:

SHEET:



ENGINEER:

DRAWN BY:

CHECKED BY:


ARCHITECT:



SEALED:

3/2

3/2

01

6 1

0:5

1:5

7 A

M

P-101

PLU

MB

ING

GR

OU

ND

FLO

OR

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1/8" = 1'-0"

PARTIAL FIRST FLOOR1

C D E G J N Q

1

5

10

13

18

9

H I

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4

6

7

OML

3

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19

17

16

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B

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A

A.4 B.7

1.92.1

2.9

7.1

Q.1 Q.2Q.3

10.2

10.810.9

10.3

RD-1, 4" RD-1, 4"

RD-1, 3"

Roof A, DESIGN AREA 4200 SF.

INCLUDES Roof B.

Roof Area B, DESIGN AREA 400 SF.

DISCHARGES TO Roof A.

Roof C. DESIGN

AREA 270 SF.

DISCHARGES TO

Roof D.

Roof D. DESIGN

AREA 566 SF.

INCLUDES Roof D.

GENERAL NOTES

ADDITION/ALTERATION

KEYED NOTES

P1. NOTE DELETED.

P2. DETAIL OF DRAIN/DOWNSPOUT FROM ROOF C TO ROOF D

SHOWN ON A-SERIES DRAWINGS.

P2

REVISIONS

DESCRIPTION:

ISSUED:

SHEET:



ENGINEER:

DRAWN BY:

CHECKED BY:


ARCHITECT:



SEALED:

3/2

3/2

01

6 1

0:5

1:5

9 A

M

P-102

PLU

MB

I NG

RO

OF P

L AN

3.24.2016

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. 201437-0

1C

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ATI

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1/8" = 1'-0"

PARTIAL ROOF PLAN1

D

0 0

KR0105

0FNA

CABIN E

T, BREAD A

ND BATTE

R

00

C D

E G J N Q

1

5

10

13

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A.4 B.7

1.92.1

2.9

7.1

Q.1 Q.2Q.3

10.2

10.810.9

10.3

2 1/2" GAS

1 1/2" CWS

1 1/2" HWS

3/4" HWR

2 1

/2" G

AS

4" GAS 1 1/2" CWS

3/4" HWS

3/4" HWR

1/2" CW

S

3/4" HWS

3/4" HWR

1 1/2" GAS 1/2" CWS

1/2" HWS

1 1/2" CWS

1 1/2" HWS 3/4" HWR

3/4" HWR

1 1/2" HWS

1 1/2" CWS

3/4" HWR

1 1/2" HWS

1 1/2" CWS

1 1/4" GAS

1 1

/4" G

AS

1 1/4" GAS

3

1

1

1

1

1

1

FCO (E)FS (E)

FS (E)

2FS (E)

1

1

2

FCO (E)

FS (E)

FS (E)FCO (E)

FS (E)

FD (E)

FS (E)

FD (E)

FS (E)FD (E)

FS (E)

FS (E)

1

11

P-112

1

P-111

1

P-111

2

3" V

3" V

3" V

3" V

3" V

3" ST

3" ST

3/4" HW

R 3

/4" HW

S 3

/4" CW

S

3/4" HWR 1 1/2" HWS

1 1/2" CWS

2 1

/2" G

AS

2 1

/2"

GA

S 3" G

AS

GENERAL NOTES

ADDITION/ALTERATION

KEYED NOTES

1. PROVIDE 1-1/2" INDIRECT WASTE FROM REINSTALLED SINK TOEXISTING FLOOR SINK BELOW COUNTER.

2. RECONNECT SUPPLIES AND DRAIN TO SINK AFTER COUNTERINSTALLATION.

3. PROVIDE 1" GAS CONNECTION TO EXISTING PIPING. PROVIDE GASVALVE AND PIPE DROP GAS FIREPLACE.

G

1" GAS

G G

1-1/4" GAS

G ITEM #21

WOK/RANGE

120 MBH

1-1/4" GAS

1-1/4" GAS 2" GAS

ITEM #11

CHARBROILER

136 MBH

ITEM #16

FRYER

150 MBH

FUTURE

GAS

FIREPLACE

90 MBH

ITEM #20

FRYER

360 MBH

G

1-1/4" GAS

ITEM #11

CHARBROILER

136 MBH

2-1/2" GAS2-1/2" GASG

1-1/4" GAS

ITEM #27

GRIDDLE

100 MBH

2-1/2" GAS

G

TENSION CABLE VALVE

PROVIDED WITH EXHAUST HOOD

#2 (PER MECHANICAL DWGS)

GG G

G

TENSION-CABLE VALVE

PROVIDED WITH EXHAUST HOOD

#1 (PER MECHANICAL DWGS)

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).

1-1/4" GAS 1-1/4" GAS

3" GAS

G

G

G

TENSION-CABLE VALVE PROVIDED

WITH EXHAUST HOOD #2 (PER

MECHANICAL DWGS)

2-1/2" GAS

2-1/2" GAS 2" GAS

REVISIONS

DESCRIPTION:

ISSUED:

SHEET:



ENGINEER:

DRAWN BY:

CHECKED BY:


ARCHITECT:



SEALED:

3/2

3/2

01

6 1

0:5

2:0

2 A

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P-110

PL U

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ALT

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FI R

ST

FLO

OR

3.24.2016

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1/8" = 1'-0"

PARTIAL GROUND FLOOR RENOVATION1

NORTH0 16 248

SCALE, IN FEET

ALTERNATE #1

FIREPLACE, SPECIFIED AND

DETAILED ON I-SERIES DRAWINGS

NOT TO SCALE

GAS PIPING SCHEMATIC - FIREPLACE2

2" SAN

4" SAN

4" SAN

3" ST

4" SAN

3" SAN

4" SAN

4" SAN

3" SAN

3" SAN

3" SAN

3" SAN

4" SAN

4" SAN

4" SAN

4" SAN

2" V

4" SAN

10

" ST

4" SAN

10

" ST

2" V

21

24

21212221

23

22

25

26

27

21

21

28

22

21

21

29

30

8" ST

31

31

21

28

28

WC-1

WC-1

WC-2

WC-2

WC-2

WC-2

WC-2

L-1

L-1

L-1

L-1

L-1

L-1

L-1 WC-2WC-1

U-2

U-1

L-1

L-1

L-1

3/4" HW

R 1

1/4" HW

S 2

1/2" CW

S

1 1/2" CWS

4" SAN

1 1/2" CWS 1" CWS

1 1

/4" CW

S

8" ST (1/8" / 12") 3" ST (1/8" / 12")

1/2" CWS

3/4" HWS

2" CWS

1/2" HWS

1/2" CWS

2 1/2" CWS 1 1/4" HWS 3/4" HWR

3/4" HWS

2" CWS

2" SAN

3" ST (1/8" / 12")

3" ST (

1/8" / 1

2")

DFC-1

FD-1

FD-1

2" V

2" V

1 1

/4" V

1

4 5 4

8

9

10

11

18

12

13

14

17

19

20

2

6

7

3

16

15

32

HB-1

HB-1

2" V

1 1/2" V

1 1/2" V

2" V 2" V

2" V

2" V

2" V

2" V

2" V

KEYED NOTES

1. PROVIDE 1" CWS DROP IN CHASE TO WATER CLOSET. PROVIDE2" V DOWN IN CHASE THROUGH FLOOR. CONNECT EACH TOEXISTING PIPING AT CEILING.

2. PROVIDE 2" V DOWN INTO CHASE THROUGH FLOOR.

3. PROVIDE 4" SAN DOWN IN CHASE THROUGH FLOOR.

4. PROVIDE 1" CWS DROP IN WALL TO WATER CLOSET.

5. PROVIDE 2" V DOWN IN WALL THROUGH FLOOR.

6. CONNECT 4" SAN FROM CHASE ABOVE TO NEW 4" SAN AT

CEILING.

7. CONNECT NEW VENT LINES TO EXISTING 2" V AT CEILING.

8. CONNECT 4" SAN LATERAL ABOVE CEILING TO NEW 4" LATERAL

MAIN.

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 TO2" SAN AT FLOOR.

10. CONNECT NEW 1/2" CWS TO EXISTING PIPING ABOVE CEILING.

11. CONNECT 3" SAN TO NEW LATERAL ABOVE CEILING.

12. PROVIDE 3/4" HWS BRANCH FROM EXISTING MAIN TO SERVEMEN'S ROOM LAVATORIES.

13. CONNECT 6" ST RISER FROM SECOND FLOOR TO NEW 8" STLATERAL 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 SERVEMEN'S ROOM COLD WATER FIXTURES.

16. CONNECT 2" V FROM CHASE TO EXISTING 3" V ABOVE CEILING.

17. CONNECT 1-1/2" V FROM LAVATORIES NORTH OF COLUMN TOEXISTING 1-1/2" V AT CEILING.

18. PROVIDE 8" ST DOWN IN WALL THROUGH FLOOR. PROVIDE

WALL CLEANOUT 12" A.F.F.

19. CONNECT 1-1/2" V FROM LAVATORIES NORTH OF COLUMN TO

EXISTING 1-1/2" V AT CEILING. PROVIDE 2" V FROM FLOOR DRAINUP TO CEILING AND EXTEND TO 2" V MAIN.

20. COMBINE SAN FROM LAVATORIES TO COMMON 2" SAN DROPAND CONNECT TO EXISTING DROP THROUGH FLOOR.

21. PROVIDE 3" SAN UP TO WATER CLOSET.

22. PROVIDE 2" V UP TO THROUGH FLOOR.

23. CONNECT 4" SAN RISER TO EXISTING 4" SAN.

24. CONNECT 4" SAN LATERAL TO EXISTING 4" SAN.

25. CONNECT 4" SAN FROM FLOOR DRAIN TO EXISTING 4" SAN.

26. CONNECT 2" SAN FROM DRINKING FOUNTAIN TO EXISTING 4"SAN.

27. PROVIDE 2" SAN UP THROUGH FLOOR.

28. PROVIDE 2" SAN UP THROUGH FLOOR TO CHASE.

29. PROVIDE 2" V UP TO LAVATORY CHASE.

30. PROVIDE 6" ST UP TO LAVATORY CHASE.

31. PROVIDE 4" P-TRAP CONNECTION TO FLOOR DRAIN AND

CONTINUE 4" SAN AS SHOWN.

32. COMBINE SAN FROM LAVATORIES AND URINALS TO COMMON2" SAN DN.

1-1/2"

SAN

1-1/2" V

1-1/2"

SAN

L-1

1-1/2"

SAN

1-1/2" V

1-1/2"

SAN

L-1 L-1 L-1 L-1 L-1 L-1

1-1/2"

SAN

1-1/2"

SAN

2" SAN

WCO-1

2" SAN1-1/2"

SAN

WCO-1

2" SAN

L-1

1-1/2"

SAN

1-1/

4" V

2" V

1-1/2"

SAN

L-1 L-1 U-1 U-2

2" SAN

1-1/

2" V

2" SAN1-1/2"

SAN

WCO-1

2" SAN

2" SAN 2" SAN 2" SAN 2" SAN

2" SAN

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

GROUND FLOORWC-1WC-2 FCO-1 FCO (E)

3" SAN4" SAN

FCO-1

2" V

1-1/4" V

DFC-1

1-1/4" SAN

2" SAN

2" V

MS

4" SAN

FD-1

4" SAN

4" SAN

4" SAN4" SAN

4" SAN

4" SAN

WC-1 FCO-1

2" V

4" SAN

WC-1WC-2FD-1

4" SAN

4" SAN

2" V

4" SAN

2" V2" SAN

1-1/2" V

2" V 2" V

2" V

2" V

2" V

2" V 2" V 3" V

2" V

2" V

SECOND FLOOR

2" SAN

2" SAN 2" SAN 2" SAN 2" SAN 2" SAN 2" SAN

1-1/

4" V

1-1/

4" V

1-1/

2" V

1-1/

4" V

1-1/

4" V

1-1/

4" V

1-1/

4" V

1-1/

4" V

1-1/

4" V

1-1/

4" V

WC-2WC-2

4" SAN

2" V

WC-2WC-2

3" V

L-1 L-1 L-1 L-1 L-1 L-1 L-1

L-1 L-1 L-1

U-1 U-2

GROUND FLOORWC-1WC-2

DFC-1

MS

1-1/2" CWS

3/4" HWS

WC-1

SECOND FLOOR

WC-2 WC-2

3/4" CWS3/4" HWS

2" CWS3/4" HWS

3/4" CWS

WC-2 WC-2 WC-1

1/2" HWS, TYP FOR (7) L-1 THIS RISER

1/2" CWS, TYP FOR (7) L-1 THIS RISER

3/4" HWS HEADER, ENTIRE LENGTH OF CHASE

3/4" CWS HEADER, ENTIRE LENGTH OF CHASE

3/4" HWS

2" CWS

3/4" HWS

2" CWS

1-1/4" CWS

WHA-AA (ONE ON 3/4" HWS,

ONE ON 3/4" CWS)

WHA-AA (ONE ON 3/4" HWS,

ONE ON 3/4" CWS)

WHA-AA

1" CWS

1" CWS

WHA-A3/4" HWS

1/2" CWS

2" CWS

1-1/2" CWS

2" CWSWHA-B WHA-AA WHA-AA

1/2" CWS

3/4" CWS3/4" HWS

1-1/2" CWS

1" CWS 1" CWS 1" CWS 1" CWS

3/4" CWS

1-1/2" CWS2" CWS

1/2" HWS, TYP. FOR

(3) L-1 THIS RISER

1/2" CWS, TYP. FOR

(3) L-1 THIS RISER

1-1/2" CWS

1" CWS1" CWS

3/4" HWS, ENTIRE

LENGTH OF HEADER

3/4" CWS

WHA-AA

1-1/4" HWS

2" CWS

3/4" HWS

2" CWS

4" SAN

4" SAN

2" V FROM

KITCHEN STAFF

TOILETS

2" V FROM

LOBBY

SUPPLY PIPING DIAGRAMSUPPLY PIPING DIAGRAMSUPPLY PIPING DIAGRAMSUPPLY PIPING DIAGRAM

SAN/VENT PIPING DIAGRAMSAN/VENT PIPING DIAGRAMSAN/VENT PIPING DIAGRAMSAN/VENT PIPING DIAGRAM

HB-1 HB-1

GROUND FLOOR

SECOND FLOOR

RD (E) -

330 SF

RD

ADDITION -

566 SF

RD (E) -

3150 SF

RD (E) -

2040 SF

RD (E) -

2040 SF

5" ST 6" ST 4" ST

6" ST

7230 SF

RD (E) -

930 SF

RD (E) -

2204 SF

RD (E) -

2204 SF

4" ST (1/4") 5" ST (1/4")

5" ST

5338 SF

3" ST8" ST

7886 SF

8" ST

8216 SF

10" ST

13554 SF

3" ST

330 SF

REVISIONS

DESCRIPTION:

ISSUED:

SHEET:



ENGINEER:

DRAWN BY:

CHECKED BY:


ARCHITECT:



SEALED:

3/2

3/2

01

6 1

0:5

2:0

3 A

M

P-111

PL U

MB

ING

ALT

ER

ATI

ON

S -

TOIL

ET

RO

OM

S

3.24.2016

BID DOCUMENTS

RA

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OF N

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5 R

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MAE

MAE/PP

RC

NJ

No

. 201437-0

1C

PH

ASE 2

: A

LTER

ATI

ON

S

1/4" = 1'-0"

ENLARGED TOILET ROOMS - NEW UNDERGROUND1 1/4" = 1'-0"

ENLARGED TOILET ROOMS PLANS - NEW2

NOT TO SCALE

TOILET ROOM RISERS3

NOT TO SCALE

STORM RISERS - TOILET ROOMS4

NORTH NORTH

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KITCHEN EQUIPMENT SCHEDULE

ItemNo Quantity Category Mfr Model Voltage Phase Amps Cycle Hp Kw Connection Type NEMA

Electrical

Connection

Height

Cold

Water

(in)

Cold Water

Conn.

Height(in)

Hot

Water

(in)

Hot Water

Conn.

Height(in)

Indirect

Waste

Size

Direct

Waste

Size

Direct

Waste

Conn.

Height(in) Gas Size(in)

Gas Conn.

Height (in) Gas MBTU

1 1 Sandwich / Salad Preparation Refrigerator Continental Refrig SW72-30M-FB 115 1 7.6 60 Cord & Plug 5-15P

2 1 Range, 36", 6 Open Burners Vulcan 36S-6B 3/4" 215.0

3 1 Charbroiler Vulcan VACB36 3/4" 102.0

4 1 Countertop Griddle Vulcan 948RX 120 1 1.0 60 Cord & Plug 5-15P 3/4" 108.0

5 1 Equipment Stand, Refrigerated Base Vulcan ARS84 115 1 12.0 60 1/2 Cord & Plug 5-15P

6 1 Carving Station / Shelf Hatco DCSB400-3624-2 120 1 10.83 60 1.3 Cord & Plug 5-15P

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 1/3 Direct

1 Wells HRCP-7300 208/240 1 14.4/16.7 60 3.8/5.0 Direct

10 1 Drop-In Sink Advance Tabco DI-1-2012 1-1/2"

11 1 Microwave Oven ACP RCS10TS 120 1 15 60 1 Cord & Plug 5-15P

12 1 Conveyor Toaster Adcraft CVYT-120 120 1 60 1.7 5-15P

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 60 1.45 Cord & Plug 5-15P

16 Spare Number

17 2 Drop-In Hot Well Wells SS-10 120 1 3.75 60 0.45 Direct

18 1 Display Freezer Entree OFL-40 115 1 1.0 60 1/8 Cord & Plug 5-15P

19 1 Dipper Well AllPoints 56-1462

20 1 L-Shaped Work Table Advance Tabco KTMS-307

1 Advance Tabco TA-11A-2 (2) 1-1/2"

21 4 Decorative Lamp Hatco DL-775-CL 120 1 2.08 60 .25 Direct

4 Hatco DL-SWITCH-16AMP 16.0

22 1 Reach-In Undercounter Refrigerator Beverage Air UCR60A 115 1 8.2 60 1/4

EXISTING EQUIPMENT SCHEDULEDESSERT

EQ16 EXISTING COLD WELL

GRILL

EQ3 EXISTING HOT WELL


EQ6 EXISTING FRYER

EQ7 EXISTING CONVECTION OVEN

HOMETOWN


EQ8 EXISTING REFRIDGERATOR

EQ9 EXISTING WALL MOUNTED SINK

MEDITERRANEAN



PIZZA

EQ10 EXISTING IMPINGER

EQ11 EXISTING PAN RACK

EQ12 EXISTING PIZZA MAKE TABLE

SALAD



SANDWICH


EQ20 EXISTING HAND SINK

WOK



EQ21 EXISTING SINK

EQ22 EXISTING UNDERCOUNTER REFRIDGERATOR

EQ23 EXISTING UNDERCOUNTER REFRIDGERATOR

BREAKFAST


GENERAL NOTES

ADDITION/ALTERATION

KEYED NOTES

1. PROVIDE 1-1/2" INDIRECT WASTE PIPING FROM ITEM EQ-13 TOFLOOR SINK (FS-1, 3") INSTALLED BELOW CABINET. PROVIDE 3" P-TRAP AND EXTEND 3" SAN TO EXISTING VENTED 4" SAN PIPING

BELOW FLOOR.

2. PROVIDE 1/2" CWS AND 1/2" HWS FROM PIPING AT STRUCTURE

ABOVE, DOWN IN WALL AND CONNECT TO ITEM #10. EXTEND 1-1/4" INDIRECT WASTE FROM ITEM #10 TO EXISTING FLOOR SINK

BELOW ADJACENT COOKING STATION.

3. PROVIDE 1-1/2" INDIRECT WASTE PIPING FROM ITEM EQ-16 TO

FLOOR SINK (FS-1, 4") INSTALLED BELOW CABINET. PROVIDE 3" P-TRAP AND EXTEND 4" SAN TO EXISTING VENTED 4" SAN PIPING

BELOW FLOOR.

4. EXTEND 1/2" CWS FROM ADJACENT SINK TO ITEM #19 INLET.

PROVIDE 1-1/2" INDIRECT WASTE FROM ITEMP #19 TO FLOORSINK BENEATH EXISTING COOKING STATION.

5. SEE GAS PIPING SCHEMATICS ON THIS SHEET FOR PIPINGMODIFICATIONS TO EQUIPMENT BELOW EXHAUST HOOD.

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.

C D

13

20

21

HF

19

17

16

14

1211

B

15

22

2

EQ6

7

EQ7

3

4

5

8

EQ8

EQ9

EQ10

1616 16

EQ11

EQ12EQ1312

12

11

10 EQ21

EQ22

EQ14

9

EQ15

EQ23

V1

V1

EQ16

EQ20 EQ17

EQ18

EQ19

17

17

19

EQ1

EQ2

1

14

13

EQ5

6

EQ4

EQ3

FS (E)

3/4" HW

R 1

1/2" HW

S 1

1/2" CW

S

3/4" HW

R 1

1/2" HW

S 1

1/2" CW

S

4" SAN

4" SAN 4" SAN

4" SAN

1 1

/2" CW

S 1

1/2" HW

S

3/4" HW

R

1 1/2" CWS 1 1/2" HWS 3/4" HWR

4" GAS 4" GAS

2 1

/2" G

AS

3/4" HWR 1 1/2" HWS 1 1/2" CWS

1 1

/2" CW

S 3

/4" HW

S

3/4" HW

R

1/2" CW

S

3/4" HW

S 3

/4" HW

R

4" SAN 4" SAN 4" SAN 4" SAN

4" SAN

4" SAN

4" SAN

4" SAN

3" SAN

3" SAN

3" SAN

4" SAN

3" SAN

4" SAN

FCO (E)

FS (E)

FS (E)

FD (E)

FS (E)

FCO (E)

FS (E)

FD (E)

FS (E)

FS (E)

FS (E)

4" SAN

FD (E)

4" S

AN

FS-1

3" SAN FS-1

4" SAN

4" SAN

3" V 3" V

3" V

3" V

3" V

3" V

3

1

2

4

FCO (E)

5

5

5

5

5

6

7 20

5

FS (E)

3" V UP

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).

2-1/2" GAS

EXISTING GAS

SOLENOID VALVE

G

ITEM #4

GRIDDLE

81 MBH

2" GAS

G

ITEM #3

CHARBROILER

102 MBH

2" GAS

G

1-1/2" GAS

EXISTING

FRYER

110 MBH

1-1/2" GAS

G

ITEM #2

RANGE

215 MBHG

1-1/4" GAS 1-1/4" GAS 1-1/4" GAS 1-1/2" GAS

2-1/2" GAS

NEW ARRANGEMENTNEW ARRANGEMENTNEW ARRANGEMENTNEW ARRANGEMENT

EXISTING

FRYER

150 MBHG

1-1/2" GAS

REVISIONS

DESCRIPTION:

ISSUED:

SHEET:



ENGINEER:

DRAWN BY:

CHECKED BY:


ARCHITECT:



SEALED:

3/2

3/2

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BID DOCUMENTS

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MAE

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RC

NJ

No

. 201437-0

1C

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ASE 2

: A

LTER

ATI

ON

S

1/4" = 1'-0"

SERVERY - RENOVATION - ALTERNATE1

NOT TO SCALE

GAS PIPING SCHEMATIC - RESIDENTIAL SERVERY - ALTERATION2

NORTH0 8 124

SCALE, IN FEET

Documents

ABOVE-GROUND BUILDING DRAINAGE AND VENT PIPE...23. structural safety - in the process of installing or repairing any part of a plumbing or drainage system, the finished floor, walls,