Attachment 8 - Plumbing-Electrical-Fire Protection.pdf

DESCRIPTIONABBREVIATION SYMBOL

US

SAN

UST

DS

ODS

PD

DCW

DHW

RDHW

TDHW

MA

N

O

MV

F.P.S.C.

H.B.

F.D.

A.F.D.

R.D.

A.D.

PLUMBING SYMBOL LEGEND

US SANITARY SEWER BELOW FLOOR OR GRADE

EUS EXISTING SANITARY SEWER BELOW FLOOR OR GRADE

SAN SANITARY SEWER ABOVE FLOOR

SANITARY VENT

IW INDIRECT WASTE (ABOVE OR BELOW FLOOR)

UST STORM SEWER BELOW FLOOR OR GRADE

DS DOWNSPOUT ABOVE FLOOR (WITHIN BUILDING SPACE)

OSD OVERFLOW DOWNSPOUT ABOVE FLOOR (WITHIN BUILDING SPACE)

PD PUMP DISCHARGE

DCW DOMESTIC COLD WATER

DHW DOMESTIC HOT WATER

RDHW RECIRCULATED DOMESTIC HOT WATER

TDHW TEMPERED DOMESTIC HOT WATER

MA MEDICAL COMPRESSED AIR

NITROGEN

O OXYGEN

MV MEDICAL VACUUM

SHOCK STOP IN HORIZONTAL

GATE VALVE

GAS COCK

GLOBE VALVE

BALL VALVE

BALANCE VALVE (SEE SPECIFICATIONS)

CHECK VALVE (SWING)

PUMP DISCHARGE SILENT LIFT CHECK VALVE

BUTTERFLY VALVE

CONCENTRIC REDUCER/INCREASER

STRAINER WITH BLOWDOWN

UNION

FLANGED UNION

EXPANSION JOINT

PIPE ANCHOR

PIPE GUIDE

PIPE SLEEVE (SEE SPECIFICATIONS FOR ADDIT. REQUIREMENTS)

VIBRATION CONNECTION (SEE SPECIFICATIONS)

BFP DOUBLE CHECK BACKFLOW PREVENTER

RPBP REDUCED PRESSURE BACKFLOW PREVENTER WITH AIR GAP DEVICE AND DRAIN

COMPANION FLANGE

C.O. CLEANOUT

FW/FCO FLUSH WITH FLOOR CLEANOUT

FW/WCO FLUSH WITH WALL CLEANOUT

F.P.S.C. FROSTPROOF SILL COCK / WALL HYDRANT

FAUCET OR HOSE BIBB

F.D. SANITARY FLOOR DRAIN

A.F.D. ACID FLOOR DRAIN

R.D. ROOF DRAIN

A.D. AREA DRAIN (STORM)

D.S. D.S. DOWNSPOUT

R.L. R.L. RAIN LEADER

PRESSURE GAUGE WITH GAUGE COCK (WATER)

PRESSURE GAUGE WITH BALL VALVE (WATER)

P__-__ PLUMBING FIXTURE (SEE SCHEDULE)

PE__-__ PLUMBING EQUIPMENT (SEE SCHEDULE)

E.C. E.C. ELECTRICAL CONTRACTOR

F.P.C. F.P.C. FIRE PROTECTION CONTRACTOR

G.C. G.C. GENERAL CONTRACTOR

H.C. H.C. HVAC CONTRACTOR

P.C. P.C. PLUMBING CONTRACTOR

A.D. A.D. ACCESS DOOR

A.F.F. A.F.F. ABOVE FINISHED FLOOR

F.F.E. F.F.E. FINISHED FLOOR ELEVATION

MFR. MFR. MANUFACTURER

N.O. N.O. NORMALLY OPEN

N.C. N.C. NORMALLY OPEN

TYP. TYP. TYPICAL

INDICATES TIE INTO EXISTING

INDICATES REMOVE TO POINT FOR RECONNECTION

INDICATES REMOVE TO POINT AND CAP

PLUMBING DEMOLITION GENERAL NOTES

1. THE GENERAL NOTES LISTED HERE APPLY TO ALL DEMOLITION DRAWINGS IN ADDITION TO ANY

ADDITIONAL DEMOLITION DRAWING NOTES ON THE INDIVIDUAL DEMOLITION DRAWING.

2. WALLS SHOWN IN DASHED ARE BEING REMOVED. WALLS SHOWN TO BE REMOVED MAY

CONTAIN PLUMBING PIPING TO FIXTURES THAT ARE TO REMAIN. THIS PIPING IS TO BE

PROTECTED DURING WORK.

3. DARK, DASHED LINES INDICATE PIPING AND EQUIPMENT TO BE REMOVED.

4. UNLESS NOTED OTHERWISE, ALL PIPING TO BE DEMOLISHED SHALL BE REMOVED BACK TO THE

MAIN AND CAPPED.

5. CAP ALL REMAINING PIPING WITH SIMILAR MATERIALS. PIPE ENDS INDICATED TO BE CAPPED

ARE NOT TO BE CRIMPED. ALL DCW, DHW, & RDHW PIPING SHOWN TO BE REMOVED AND NOT

INDICATED TO BE EXTENDED WITH NEW WORK, THE CAPPED ENDS ARE TO BE INSULATED WITH

MATERIALS SPECIFIED FOR NEW WORK.

6. NEW INSULATION IS TO BE INSTALLED ON ANY EXPOSED SECTIONS OF PIPING THAT WAS

PREVIOUSLY INSULATED PRIOR TO THE START OF DEMOLITION WORK. THIS INCLUDES CAPPED

ENDS OF PIPING.

7. PROVIDE HANGERS TO SUPPORT ANY REMAINING PIPING OR EQUIPMENT.

8. REMOVE ALL HANGERS AND SUPPORTS FOR PIPING AND EQUIPMENT BEING DEMOLISHED.

9. OWNER SHALL HAVE SALVAGE RIGHTS TO ANY EQUIPMENT OR MATERIALS BEING REMOVED.

ANY EQUIPMENT OR MATERIALS REFUSED BY THE OWNER SHALL BE REMOVED FROM THE SITE.

SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

10. SEE SPECIFICATIONS FOR ALL CUTTING AND PATCHING REQUIREMENTS REQUIRED UNDER

DEMOLITION AND ALSO INDICATED ON DRAWINGS.

11. THIS CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO START OF

CONSTRUCTION.

12. THE PLUMBING CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXACT LOCATION AND

ELEVATION OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO COMMENCING WORK. THE

PLUMBING CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGES WHICH OCCURS BY HIS FAILURE

TO LOCATE OR PRESERVE THE UNDERGROUND CONDITIONS.

13. IF DURING CONSTRUCTION OPERATIONS, THE PLUMBING CONTRACTOR ENCOUNTERS

UTILITIES OTHER THAN THOSE LOCATIONS SHOWN IN THE PLANS, HE SHALL IMMEDIATELY

NOTIFY THE ENGINEER AND TAKE THE NECESSARY STEPS TO PROTECT THE FACILITY AND

ASSURE THE CONTINUANCE OF SERVICE.

14. AN ATTEMPT HAS BEEN MADE TO SHOW ALL ITEMS TO BE REMOVED AND/OR RELOCATED.

FIELD VERIFY EXISTING CONDITIONS INCLUDING LOCATIONS AND INVERTS AND REMOVE OR

RELOCATE ALL PLUMBING PIPING THAT INTERFERES WITH NEW CONSTRUCTION PRIOR TO START

OF WORK.

15. ANY DISRUPTION OF ANY EXISTING SERVICE THAT SERVES THE BUILDING SHALL BE

COORDINATED WITH THE OWNER PRIOR TO DISRUPTION. WORK ASSOCIATED WITH THIS

SERVICE SHALL BE PERFORMED AT A TIME REQUESTED BY OWNER WHICH COULD BE

PERFORMED OFF STANDARD WORKING HOURS AT NO ADDITIONAL COST TO OWNER FOR TIME OF

WORK. COST TO BE INCLUDED UNDER BASE BID FOR PROJECT.

16. ALL CONTRACTORS SHALL COORDINATE THEIR WORK WITH OTHER CONTRACTORS AND WITH

THE OWNER. THIS INCLUDES ALL SHUTDOWNS AND DRAINING REQUIRED. THIS CONTRACTOR TO

COORDINATE PLUMBING SYSTEM SHUTDOWNS WITH THE OWNER AT LEAST 24 HOURS PRIOR TO

THE BEGINNING OF THE SHUTDOWN.

17. THE PLUMBING CONTRACTOR IS TO MINIMIZE THE AMOUNT OF CEILING, CHASE, AND WALL

REMOVAL FOR THE REMOVAL AND REPLACEMENT OF SANITARY, VENT, DCW, AND DHW LINES

SERVING THE PLUMBING FIXTURES. THE PLUMBING CONTRACTOR IS RESPONSIBLE FOR

PATCHING THE CEILING, CHASE, AND WALLS TO MATCH EXISTING CONDITIONS. REMOVAL OF

SANITARY AND WATER PIPING IS TO BE COORDINATED WITH THE NEW WORK PLANS AND THE

OWNER TO MINIMIZE DISTURBANCE.

18. WHERE PLUMBING PIPING HAS BEEN REMOVED AND/OR CAPPED, THE PLUMBING

CONTRACTOR IS TO PATCH FLOOR/WALL TO MATCH EXISTING CONDITIONS.

19. THE PLUMBING CONTRACTOR IS RESPONSIBLE FOR CUTTING AND PATCHING OF EXISTING

WALLS, CEILINGS, AND FLOORS THAT REQUIRES PLUMBING WORK AND IS OUTSIDE THIS

PROJECT. PATCHING IS TO MATCH EXISTING CONSTRUCTION AND FINISH.

20. REMOVAL AND REINSTALLATION OF CEILINGS NOT INDICATED TO BE REMOVED AND

REINSTALLED ON THE ARCHITECTURAL DRAWINGS TO BE PERFORMED BY THIS CONTRACTOR

FOR DEMOLITION OR INSTALLATION OF NEW PIPING OR EQUIPMENT OUTSIDE THE PROJECT

AREA. REMOVAL OF PLUMBING PIPING IN CEILING SPACE IS TO BE COORDINATED WITH THE NEW

WORK PLAN TO MINIMIZE DISTURBANCE TO ADJACENT SPACES.

21. P.C. TO REROUTE/RECONNECT ALL ACTIVE VENT PIPE REMOVED DURING CONSTRUCTION DUE TO DEMOLITION OF INTERIOR WALLS. VENT PIPING SHALL BE ROUTED IN NEW FURRED COLUMN

SPACE OR NEW WALL STUD SPACE AS REQUIRED.

22. THE PLUMBING CONTRACTOR SHALL REMOVE PLUMBING PIPING IN WALLS TO BE REMOVED

AND RE-PIPE ALL ITEMS OUTSIDE THE DEMOLITION LIMITS AND RESTORE TO ORIGINAL WORKING

CONDITION.

23. WHERE EXISTING PIPING IS MAINTAINED AT WALLS SHOWN TO BE DEMOLISHED,

CONTRACTOR TO REMOVE ABANDONED SLEEVES ASSEMBLIES AND ANY ASSOCIATED

FIRESTOPPING MATERIALS ON PIPING. PIPING INSULATION WITHIN AND AROUND THE SLEEVE

ASSEMBLY IS TO BE REMOVED AND REPLACED WITH SIMILAR INSULATION MATERIALS, MATCHING

EXISTING.

PLUMBING NEW WORK GENERAL NOTES

1. THE GENERAL NOTES LISTED HERE APPLY TO ALL PLUMBING DRAWINGS IN ADDITION TO ANY

ADDITIONAL DRAWING NOTES ON THE INDIVIDUAL DRAWINGS.

2. SEE CODED NOTES ON INDIVIDUAL DRAWING SHEETS FOR SPECIFIC INSTRUCTIONAL NOTES.

3. FIELD VERIFY EXISTING CONDITIONS PRIOR TO THE START OF CONSTRUCTION.

4. THE PLUMBING CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXACT LOCATION AND

ELEVATION OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO COMMENCING WORK. THE

PLUMBING CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGES WHICH OCCURS BY HIS FAILURE

TO LOCATE OR PRESERVE THE UNDERGROUND CONDITIONS.

5. IF DURING CONSTRUCTION OPERATIONS, THE PLUMBING CONTRACTOR ENCOUNTERS

UTILITIES OTHER THAN THOSE LOCATIONS SHOWN IN THE PLANS, HE SHALL IMMEDIATELY

NOTIFY THE ENGINEER AND TAKE THE NECESSARY STEPS TO PROTECT THE FACILITY AND

ASSURE THE CONTINUANCE OF SERVICE.

6. COORDINATE WITH GENERAL TRADES WORK, HVAC WORK, FIRE PROTECTION WORK,

ELECTRICAL WORK AND OTHER WORK.

7. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF FIRE AND SMOKE WALLS AND RATED

STRUCTURES. SEE DETAILS AND SPECIFICATIONS FOR PIPE PENETRATION SEAL

REQUIREMENTS.

8. THE PLUMBING DESIGN DRAWINGS ARE DIAGRAMMATIC AND ARE NOT INTENDED TO SHOW

EXACT LOCATION OF EQUIPMENT AND PIPING UNLESS DIMENSIONS ARE GIVEN OR OTHERWISE

IMPLIED FOR CLEARANCES, ETC. PIPING AND PLUMBING EQUIPMENT ARE TO BE INSTALLED

ALONG THE GENERAL PLANS SHOWN ON THE DRAWINGS, BUT KEEPING IN MIND ACTUAL

BUILDING CONDITIONS WHICH MUST BE CONFORMED WITH IN THE ACTUAL WORK. CONTRACTORS

IN THEIR BIDS ARE REQUIRED TO INCLUDE ALL LABOR AND MATERIALS AND OTHER RELATED

WORK NECESSARY TO PROVIDE MINOR OFFSETS IN PLUMBING WORK AS REQUIRED TO AVOID

CONFLICT WITH OTHER WORK ON THIS PROJECT OR AS REQUIRED IN ORDER TO OBTAIN

MAXIMUM HEAD ROOM OR EQUIPMENT ACCESS IN SPACES.

9. THE PLUMBING CONTRACTOR IS TO COORDINATE ALL PIPING WITH OTHER TRADES PRIOR TO

ROUTING PIPING AND SHALL MAKE OFFSETS AND ADJUST PIPE ROUTING AS REQUIRED TO

HANDLE CONFLICTS IN FIELD. THE PLUMBING CONTRACTOR SHALL ALSO BE REQUIRED TO

OFFSET VERTICAL SANITARY AND VENT LINES AROUND STRUCTURAL MEMBERS AS REQUIRED

AND SHALL INCLUDE IN THEIR BASE BID THE ASSOCIATED COST FOR ADDITIONAL FITTINGS,

PIPING, AND MAN HOURS TO ACCOMMODATE CONFLICTS.

10. SEE ARCHITECTURAL PLANS FOR EXACT LOCATION AND ELEVATION OF PLUMBING FIXTURES.

11.ALL COLD WATER AND HOT WATER PIPING TO INDIVIDUAL SINKS AND INDIVIDUAL LAVATORIES

TO BE 1/2", UNLESS OTHERWISE INDICATED.

12. ALL COLD WATER AND HOT WATER PIPING SERVING 3 OR LESS SINKS OR LAVS ARE TO BE 3/4"

UNLESS NOTED OTHERWISE.

13. FINAL COLD WATER PIPING CONNECTIONS TO WATER CLOSETS TO BE 1-1/4".

14. UNLESS OTHERWISE NOTED SEE PLUMBING FIXTURE SCHEDULE FOR FIXTURE DRAIN, VENT, DCW AND DHW PIPE SIZES.

15. P.C. TO FURNISH WALL FLANGES AROUND ALL PIPING EXPOSED BELOW CEILING AND

CASEWORK.

16. P.C. TO COORDINATE ALL SHOWER UNITS WITH G.C. TO ENSURE PROPER INSTALLATION,

ROUGH-IN, AND CLEARANCE REQUIREMENTS PRIOR TO ORDERING AND INSTALLATION.

COORDINATE ANY CHANGE IN SIZE OR CONFIGURATION WITH ARCHITECT.

17. P.C. TO COORDINATE ALL COUNTERTOP SINKS WITH CASEWORK TO ENSURE PROPER

INSTALLATION AND CLEARANCE REQUIREMENTS PRIOR TO ORDERING AND INSTALLATION.

COORDINATE ANY CHANGE IN SIZE OR CONFIGURATION WITH PROJECT ENGINEER AND

ARCHITECT.

18. SEE PLUMBING ISOMETRICS FOR SANITARY PIPE SIZES NOT INDICATED ON FLOOR PLANS.

19. UNLESS OTHERWISE INDICATED, ALL PIPING TO RUN GENERALLY BELOW DUCTWORK FOR

ACCESS TO VALVING. DO NOT OBSTRUCT EQUIPMENT OR ACCESS DOORS.

20. SEE ARCHITECTURAL DRAWINGS FOR FINAL PLACEMENT AND ELEVATION OF MEDICAL GAS

OUTLETS.

21. WITH REGARDS TO MEDICAL GAS MAINTENANCE SERVICE VALVES, PROVIDE A PLASTIC

COATED CABLE AND KEY LOCK ASSEMBLY TO LOCK VALVES OPEN. THE HANDLE OF EACH VALVE

SHALL BE DRILLED TO PERMIT PASSING THE CABLE THRU THE VALVE HANDLE. ALL LOCKS SHALL

BE KEYED THE SAME. TURN KEYS OVER TO OWNER. EACH VALVE SHALL BE LABELED IN

REGARDS TO AREA SERVED AND MEDICAL GAS WITHIN PIPE.

22. THE PLUMBING CONTRACTOR IS TO INSTALL HOUSEKEEPING PADS FOR ALL PLUMBING

EQUIPMENT UNITS.

23. SEE PROJECT SPECIFICATIONS FOR CUTTING AND PATCHING RESPONSIBILITIES.

24. FINAL FLOOR DRAIN ELEVATIONS ARE TO BE SET BY THE PLUMBING CONTRACTOR.

COORDINATE EXACT POSITIONING OF FLOOR DRAINS WITH HVAC CONTRACTOR TO SERVE HVAC

EQUIPMENT AS INTENDED, AND TO AVOID TRIPPING HAZARDS WITH ABOVE FLOOR DRAIN PIPING.

25. PLUMBING FIXTURE NUMBERS ARE SHOWN ON WASTE PLANS AND REFERS TO PLUMBING

FIXTURE SCHEDULE.

26. ACCESS PANELS ARE TO BE FURNISHED AND INSTALLED BY THE PLUMBING CONTRACTOR.

THE PLUMBING CONTRACTOR IS TO COORDINATE LOCATION AND INSTALLATION OF VALVES,

SHOCK STOPS, AND CLEANOUTS ABOVE ACCESS PANEL WITH G.C. AND ARCHITECTURAL

DRAWINGS TO MINIMZE SIZE OF PANELS.

27. DRAIN VALVES WITH HOSE ADAPTORS ARE TO BE INSTALLED AT THE BASE OF ALL DCW, DHW, AND RDHW RISERS.

28. EQUIPMENT CONNECTION ARRANGEMENTS, FLANGES, UNIONS, VALVING, ETC. ARE NOT

TYPICALLY SHOWN ON PLAN VIEWS. REFER TO DETAILS AND FLOW DIAGRAMS FOR

REQUIREMENTS. INSTALL ALL VALVES AND OTHER ITEMS REQUIRING OR FACILITATING

MAINTENANCE IN ACCESSIBLE LOCATIONS, AND SO AS TO NOT OBSTRUCT MAINTENANCE ON

EQUIPMENT SERVED.

29. SEAL ALL PIPING PENETRATIONS THROUGH NON-RATED FLOORS TO PREVENT PASSAGE OF

SMOKE.

BUILDING DRAIN CLEANOUT DETAIL

N.T.S.

"Y" BRANCH

FINISHED GRADE

ADJUSTABLE HOUSING

6" C.I. ENCASED IN IN CONCRETE

6" THICK ON EACH SIDE OF PIPE

6" C.I.

P.C. TO COORDINATE WITH ROOM FINISH SCHEDULE

AND PLUMBING FIXTURE SCHEDULE, PROVIDE

CARPET MARKERS WHERE APPLICABLE.

COORDINATE LOCATIONS WITH CARPET INSTALLER.

P.C. TO FURNISH COVER LIDS TO MATCH TYPE OF

FLOOR FINISH.

M A

X

IN-LINE CENTRIFUGAL PUMP. SUPPORT

INDEPENDENTLY FROM PIPING. SEE

PLANS AND SCHEDULE FOR

ADDITIONAL INFORMATION.

UNION (TYP.)

BALL VALVE (TYP.)

PRESSURE GAUGE WITH

GAUGE COCK (TYP.)

BALANCE VALVE (TYP.)

TEMPERATURE GAUGE

WITH BALL VALVE (TYP.)

NOTE:

1. ALL PIPING AND PUMPS TO BE SUPPORTED WITH 2"x2"x1/4"

GALVANIZED ANGLE FRAMING MOUNTED TO FLOOR OR WALL.

2. SUPPORT PIPING AND PUMPS INDEPENDENTLY FROM ANGLE

IRON WALL BRACKETS.

RECIRCULATED HOT WATER PUMP DETAIL

N.T.S.

VENT PIPE CURB DETAIL

N.T.S.

STORM COLLAR CLAMP

TO PIPE

SILICONE CAULK

ROOF LINE

ROOF INSULATION

ROOFING, MEMBRANE, RUN

UP UNDER COVER (BY G.C.)

PIPE - SEE PLANS FOR QUANTITY

SIZES, ARRANGEMENT, AND

CONTINUATION

ANCHOR TO EXISTING ROOF

DECK AS REQUIRED

"PATE" TYPE PCA-5

CURB ASSEMBLY

OR APPROVED

EQUAL

GALVANIZED STEEL COVER

SECURE TO CURB

STAINLESS STEEL CLAMP

VENT TERMINATION HEIGHT IN

ACCORDANCE WITH LOCAL

JURISDICTION.

CLEVIS HANGER PIPE SUPPORT

N.T.S.

NOTE:

REFER TO HANGER SPECIFICATIONS

FOR ADDITIONAL REQUIREMENTS.

PIPE ℄

TYPICAL FOR

UN-INSULATED PIPE

TYPICAL FOR

INSULATED PIPE

STRUCTURAL FRAMING

NOTE: SUPPLY ADDITIONAL

SUPPORT STEEL AS

REQUIRED

BEAM CLAMP

HEX NUTS (4 REQUIRED)

THREADED ROD (SEE

SPECIFICATIONS FOR DIAMETER)

ADJUSTABLE CLEVIS HANGER

PIPE WITH INSULATION AND

JACKET (AS APPLICABLE).

SEE SPECIFICATIONS FOR

REQUIREMENTS.

180 DEG. INSULATION PROTECTION

SHIELD, 14 GA., GALVANIZED BY 18"

LONG FOR PIPING 8" AND OVER.

SEE SPECIFICATIONS FOR 6" AND

UNDER.

SUPPORT BLOCK (SEE

SPECIFICATIONS)

TYPICAL ROOF DRAIN DETAIL

N.T.S.

SEE DRAWINGS FOR SIZES

UNDERDECK CLAMP

P.C. TO INSTALL ALL

NECESSARY SUPPORT

BRACING PLATE AROUND

OPENING AS REQUIRED

TO INSTALL ROOF DRAIN.

FLASHING AND COUNTER FLASHING

BY ROOFING CONTRACTOR. P.C. TO

COORDINATE AND SECURE ROOFING

MEMBRANE TO ROOF DRAIN.

ROOF MEMBRANE

INSULATION

CONCRETE DECK

INSULATE ALL VERTICAL AND

HORIZONTAL SECTIONS OF

DOWNSPOUT, SEE

DOWNSPOUT DETAIL

WALL SECTION

FLOOR SECTION

FURNISH AND INSTALL

FIRESTOP MATERIALS IN

ACCORDANCE WITH

APPROPRIATE U.L. SYSTEMS

TO MAINTAIN FIRE RESISTANCE

RATING

PIPE SLEEVE

DAMMING MATERIAL

(PER U.L. TESTED

SYSTEM DESIGN)

FLOOR SLAB; SEE

ARCHITECTURAL DRAWINGS

FOR FLOOR CONSTRUCTION

AND FIRE RATING

PIPE INSULATION

(WHERE SPECIFIED)

PENETRATING COMPONENT

FURNISH AND INSTALL FIRESTOP

MATERIALS IN ACCORDANCE WITH

APPROPRIATE U.L. SYSTEMS TO

MAINTAIN FIRE RESISTANCE RATING

PIPE SLEEVE (SLEEVE TO

EXTEND 2" ABOVE FLOOR

IN MECHANICAL EQUIPMENT

ROOMS.)

SEAL JOINT BETWEEN SLEEVE

AND FLOOR SLAB WITH MIN. 1/2"

BEAD FIRESTOP CAULK

SEE ARCHITECTURAL

DRAWINGS FOR WALL

CONSTRUCTION AND FIRE

RATING

PENETRATING COMPONENT

PIPE INSULATION

(WHERE SPECIFIED)

NOTES:

1. WHERE PIPES, DUCTS AND OTHER COMPONENTS PASS THROUGH FIRE OR SMOKE RATED WALLS OR FLOORS, PROVIDE NON-ASBESTOS SEAL ASSEMBLIES CLASSIFIED BY U.L. TO PROVIDE FIRE BARRIERS EQUAL TO OR GREATER THAN THE TIME RATING OF THE CONSTRUCTION BEING PENETRATED, WITH APPROPRIATE MATERIALS AND SYSTEMS THAT COMPLY WITH APPLICABLE CODES AND THAT HAVE BEEN

TESTED IN ACCORDANCE WITH U.L. 1479 OR ASTM E814.

2. GROUT, MORTAR OR GYPSUM BASED PRODUCTS SHALL NOT BE INSTALLED IN LIEU OF FIRESTOPPING

MATERIALS AND U.L. SYSTEMS.

3. FOR SLEEVED PENETRATIONS, FIRESTOP ANNULAR SPACE, IF ANY, BETWEEN SLEEVE AND ADJACENT

CONSTRUCTION TO MEET U.L. SYSTEM REQUIREMENTS. SEE NOTE 2 ABOVE.

4. THIS CONTRACTOR SHALL FIRESTOP ALL MISCELLANEOUS OPENINGS IN FIRE-RATED CONSTRUCTION

RESULTING FROM HIS WORK.

5. CONTRACTOR SHALL PROVIDE SUBMITTAL DRAWINGS TO ARCHITECT, INCLUDING U.L. RATED SYSTEM

NUMBER AND DETAIL FOR EACH TYPE OF PENETRATION AND CONFIGURATION.

6. THE FIRESTOPPING SYSTEMS ARE TO BE INSTALLED BY EXPERIENCED, MANUFACTURER TRAINED, AND

UL CERTIFIED OR FM CERTIFIED PERSONNEL.

7. ALL FIRESTOPPING MATERIAL IS TO BE PROVIDED FROM A SINGLE MANUFACTURER FOR ALL

APPLICATIONS.

8. CONTRACTOR SHALL CONSULT MANUFACTURER'S TECHNICAL EXPERTS FOR ASSISTANCE IN SELECTING

APPROPRIATE FIRESTOPPING SYSTEM FOR EACH APPLICATION.

THROUGH FIRE-RATED CONSTRUCTIONS

N.T.S.

FIRESTOPPING DETAIL FOR PENETRATIONS

NOTE:

1. PROVIDE FLUSHING TAPS, DISINFECTION, AND TESTING FOR EACH DOMESTIC WATER SYSTEM: DOMESTIC COLD WATER, DOMESTIC HOT WATER, DOMESTIC HOT WATER RETURN.

2. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIAL AND EQUIPMENT REQUIRED TO COMPLETE DISINFECTION AND TESTING PER THE PROCEDURE LISTED BELOW THIS WILL INCLUDE BUT NOT BE LIMITED TOO THE FOLLOWING; BACKFLOW PREVENTER, TEMPORARY PUMPS, CONNECTION/DRAIN HOSES, CHLORINE, BARRELS AND TESTING EQUIPMENT.

SEQUENCE OF OPERATIONS:

1. DOMESTIC WATER PIPE SHALL BE FLUSHED AND DISINFECTED PRIOR TO CONNECTING TO HOSPITAL POTABLE WATER SYSTEMS, AND BEFORE ACCEPTANCE BY THE VA. CONTRACTOR SHALL SCHEDULE TEST WITH VA AND DOCUMENT DISINFECTION WITH A WITNESSED REPORT. A. INSTALL ISOLATION VALVES AND INJECTION TEES ON THE HOT, COLD AND HOT WATER RETURN LINES SO ALL FIXTURES INSTALLED IN THE SCOPE OF THE PROJECT CAN BE DISINFECTED (SHOCK CHLORINATED). INSURE ISOLATION VALVES ARE INSTALLED TO PROHIBIT DISINFECTION CHEMICALS FROM ENTERING BACK

INTO THE MEDICAL CENTER DOMESTIC WATER LINES.

A. REMOVE ALL LAMINAR FLOW DEVICES AND OR SCREENS AND COMPLETELY FLUSH ALL FIXTURES AT FULL VOLUME FOR

10 MINUTES. SOURCE WATER SHALL HAVE A BACKFLOW PROTECTION DEVICE.

B. DISINFECTION SHALL BE ACCOMPLISHED THRU SHOCK CHLORINATION WITH ONE OF FOLLOWING TWO METHODS:

1. FILL PIPING SYSTEM WITH A WATER/CHLORINE MIXTURE LEVEL OF AT LEAST 50 PPM FREE CHLORINE FOR A MINIMUM OF 24 HOURS. ALL FIXTURES SHOULD HAVE 50 PPM AT THE TAP. (STRONG SMELL OF CHLORINE AT THE FAUCET).

2. FILL PIPING SYSTEM WITH A WATER/CHLORINE MIXTURE LEVEL OF AT LEAST 200 PPM FREE CHLORINE FOR A MINIMUM OF 3 HOURS AND A MAXIMUM OF 4 HOURS. ALL FIXTURES SHOULD HAVE 200 PPM AT THE TAP. (STRONG SMELL OF

CHLORINE AT THE FAUCET).

D. AFTER DISINFECTION ALL FIXTURES MUST BE FLUSHED AND TESTED TO INSURE SAFE POTABLE WATER LEVELS ARE

AVAILABLE. NO MORE THAN 3 PPM FREE CHLORINE.

E. TWO TEST SAMPLES SHALL BE TAKEN 24 HOURS APART FROM EACH OF THE FOLLOWING LOCATIONS; BEGINNING OF MAIN, END OF MAIN, AND EACH BRANCH. WATER SHALL BE TESTED FOR FREE CHLORINE (LESS THAN 3 PPM) AND COLIFORM

ORGANISMS (NONE PRESENT).

F. SUBMIT REPORT WHICH DOCUMENTS ABOVE TEST AND PROCEDURE. RESULT SHALL BE WITNESSED AND SIGNED OFF BY

VA REPRESENTATIVE.

CONNECTION POINT TO EXISTING

DOMESTIC COLD WATER SYSTEM WITHIN 2 PIPE

DIAMETERS MAIN BRANCH TO NEW

PLUMBING FIXTURES

EXISTING DOMESTIC

WATER SYSTEM

ISOLATION VALVE

WITHIN 2 PIPE

DIAMETERS

3/4" BALL VALVE WITH MALE

HOSE THREADS AND CAP

DOMESTIC WATER DISINFECTING/FLUSHING PROCEDURE

N.T.S.

3" SUMP VENT, SEE FLOOR

PLAN FOR CONTINUATION

WIRING BY E.C.

CONTROL PANEL FURNISHED

AND INSTALLED BY P.C.

COORDINATE WIRING TO

BAS WITH T.C.C. SEE

SPECIFICATIONS.

HIGH LEVEL ALARM

INDICATOR

CONTROL WIRING ACCESS

CONDUIT

SUMP PUMP ACCESS

AND REMOVAL COVER

MOUNT CONTROL PANEL

ON NEAREST WALL

PLAN VIEW

ELEVATION

4" THICK CONCRETE PAD

36" x 60" DEEP

POLYETHYLENE

BASIN

FLOOR

BASIN LID

3" SUMP VENT

CLEANOUT

BALL VALVE

PUMP DISCHARGE

CHECK VALVE

UNION

PUMP ACCESS COVER

PUMP OFF

PUMP #1 ON

PUMP #2 ON

HIGH LEVEL ALARM

UNION

PUMP DISCHARGE

PUMP PULL ROD/CABLE

ASSEMBLY

DUPLEX SUMP PUMP DETAIL

N.T.S.

DATESIGNATURE

SCHOONOVER

C. J.

ST

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P R O F E

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E E R

REG IST E R

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E-62197

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: NICK CARROZZA

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Louis Stokes Cleveland

VA Medical Center

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

1468 WEST 9TH STREET #400

CLEVELAND, OH 44113

P. 216.687.1555 F. 216.687.1558

STRUCTURAL ENGINEERING:

THORSON BAKER + ASSOCIATES

3030 WEST STREETSBORO RD.

RICHFIELD, OH 44286

P. 330.659.6688

CIVIL/MECH./ELEC./PLUMBING ENGINEERING:

SCHEESER BUCKLEY MAYFIELD, LLC

1540 CORPORATE WOODS PKWY.

UNIONTOWN, OH 44685

P. 330.526.2700

COST ESTIMATING:

MCGUINESS UNLIMITED, INC.

15724 STILLWOOD AVE.

CLEVELAND, OH 44111

P. 440.667.5120

LANDSCAPE ARCHITECTURE:

JAMES S. MCKNIGHT

P.O. BOX 14158

CLEVELAND, OH 44114

P. 216.952.2408

HAZARDOUS MATERIALS

ASSESSMENT:

STEPHEN J. SEBESTA &

ASSOCIATES, INC.

30628 DETROIT RD., NO. 258

WESTLAKE, OH 44145

P. 216.781.0060

BID ISSUE SUBMISSION

C :\U se rs

\a m ca le es e\

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P-001

PLUMBING GENERAL NOTES, SCHEDULES,

DETAILS, AND SYMBOL LEGEND

EMERGENCY DEPARTMENT

EXPANSION

10701 EAST BLVD. CLEVELAND, OHIO

541-370

2.9.21 CJS DMR2.9.21

NOTES:

PLUMBING FIXTURE CONNECTION SCHEDULE

MARK NO. FIXTURE DRAINAGE WATER

REMARKSW.P. V.P. CW HW

FD-D FLOOR DRAIN

FD-E FLOOR DRAIN

FD-H AREA DRAIN

P-103 WATER CLOSET

WALL HUNG

4" 2" 1-1/2" - P.C. TO PROVIDE ALL OF THE REQUIRED TRANSFORMERS FOR

INSTALLATION AND WIRING BY E.C.

P-418 LAVATORY

WALL HUNG

1-1/2" 1-1/2" 1/2" 1/2" P.C. TO PROVIDE ALL OF THE REQUIRED TRANSFORMERS FOR

INSTALLATION AND WIRING BY E.C.

P-420 LAVATORY

COUNTERTOP

1-1/2" 1-1/2" 1/2" 1/2" P.C. TO PROVIDE ALL OF THE REQUIRED TRANSFORMERS FOR

INSTALLATION AND WIRING BY E.C.

P-422 LAVATORY

COUNTERTOP

1-1/2" 1-1/2" 1/2" 1/2" P.C. TO PROVIDE ALL OF THE REQUIRED TRANSFORMERS FOR

INSTALLATION AND WIRING BY E.C.

P-502 MOP SINK 3" 1-1/2" 1/2" 1/2"

P-505 CLINIC SERVICE SINK 4" 2" 1/2" 1/2"

P-510 STAINLESS STEEL

WALL HUNG SINK

1-1/2" 1-1/2" 1/2" 1/2" OPERATED WITH FOOT PEDAL

P-529 STAINLESS STEEL

UNDERMOUNT SINK

1-1/2" 1-1/2" 1/2" 1/2" P.C. TO PROVIDE ALL OF THE REQUIRED TRANSFORMERS FOR

INSTALLATION AND WIRING BY E.C.

P-531 STAINLESS STEEL

DROP-IN SINK

1-1/2" 1-1/2" 1/2" 1/2" P.C. TO PROVIDE ALL OF THE REQUIRED TRANSFORMERS FOR

INSTALLATION AND WIRING BY E.C.

P-532 SINK INTEGRAL TO

COUNTERTOP

1-1/2" 1-1/2" 1/2" 1/2" P.C. TO PROVIDE ALL OF THE REQUIRED TRANSFORMERS FOR

INSTALLATION AND WIRING BY E.C.

P-608 ELECTRIC WATER

COOLER WITH BOTTLE

FILLER

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

P-701 SHOWER 2" 1-1/2" 1/2" 1/2" G.C. TO INSTALL TILED SHOWER WALLS, FLOORS, AND CEILING.

P-708 WALL MOUNTED

EYEWASH STATION

1-1/2" 1-1/2" 1/2" 1/2" EYEWASH WITH STAINLESS STEEL BOWL FOR WALL MOUNTING.

P-801 FROST PROOF WALL

HYDRANT

- - 3/4" -

P-804 HOSE BIBB - - 3/4" -

P-910 WATER CLOSET

LIGATURE RESISTANT

4" 2" 1-1/2" -

P-936 LAVATORY INTEGRAL TO

COUNTER

WITH LIGATURE

RESISTANT FAUCET

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

NOTES:

MEDICAL GAS EQUIPMENT SCHEDULE

NO. DESCRIPTION MAKE MODEL REMARKS

ME-1 ZONE VALVE BOX BEACON/MEDAES

(OR APPROVED EQUAL)

- ZONE VALVE BOX WITH FULL PORT VALVES, COPPER TUBE EXTENSIONS, STACKABLE DESIGN FOR (4)

VALVES (MV, O, CO2, AND MA, SEE PLANS FOR SIZES), WITH GAUGES, REMOVABLE COVER PANEL WITH PULL RING, SERVICE WINDOW DISPLAY AND GAUGE DISPLAY. 18 GAUGE STEEL BOX CONSTRUCTION WITH FACTORY FABRICATED FRAMES. VALVES TO BE INDEXED FOR GAS SERVICE AND BE UL AND

N.F.P.A. 99 COMPLIANT.

ME-2 AREA ALARM PANEL BEACON/MEDAES

(OR APPROVED EQUAL)

TOTAL ALERT

INFINITY

AREA ALARM PANEL WITH (4) MEDICAL GAS MODULES, LED DISPLAY WITH PRESSURE STATUS

INDICATORS, TEST BUTTON, NORMAL/ABNORMAL INDICATING LIGHTS, 120/1/60 VOLTAGE

REQUIREMENTS. AUDIO ALARM WITH ALARM SILENCE BUTTON.

ME-3 MEDICAL GAS WALL

OUTLETS

BEACON/MEDAES

(OR APPROVED EQUAL)

SERIES B PIN INDEX

KEY STYLE

MODULAR QUICK-CONNECT OUTLET STATION (CONFIRM OUTLET TYPE WITH OWNER PRIOR TO

PURCHASE), SAFETY-KEYED, COLOR-CODED. PROVIDE BOTTLE SLIDES WITH ALL VACUUM OUTLETS.

COORDINATE QUANTITY AND LOCATIONS OF BOTTLE SLIDES WITH ARCHITECT/OWNER. SEE FLOOR

PLANS FOR GAS SERVICE REQUIRED AND LOCATIONS. SEE ARCHITECTURAL PLANS FOR FINAL

LOCATION.

NOTES:

PLUMBING EQUIPMENT SCHEDULE

MARK. NO. DESCRIPTION MAKE/MODEL/SIZE REMARKS

PE-1 DUPLEX FOUNDATION

SUMP PUMPS AND BASIN

"CRANE/BARNES"

MODEL SE1044L

OR APPROVED EQUAL

(2) PUMPS RATED FOR 43 GPM AT TDH. 1 HP, 208V/3 PHASE. PROVIDE 36" DIA. x 60" DEEP POLYETHYLENE BASIN. PROVIDE WITH NEMA 1 DUPLEX CONTROL PANEL. CONTROL PANEL TO INCLUDE HOA SWITCH FOR EACH PUMP, ALARM AUXILIARY DRY CONTACT, AND (4) LEVEL FLOAT SWITCHES WITH 20' CORDS. PROVIDE PUMPS WITH 25' CORDS.

PE-2 INLINE RECIRCULATING

HOT WATER PUMP

"TACO"

MODEL 112

OR APPROVED EQUAL

INLINE PUMP CAPACITY TO BE 20 GPM WITH 16 FEET OF HEAD. MOTOR RPM OF 3450, 1/3 HP MOTOR, 120 VOLT/1 PHASE, AND 1" PUMP CONNECTIONS. E.C. TO PROVIDE MOTOR STARTER AND DISCONNECT SWITCH. SEE SPECIFICATIONS FOR

ADDITIONAL REQUIREMENTS.

Revisions: Date:

SCHEM. DESIGN SUBMISSION 10.21.19

DESIGN DEV. SUBMISSION 12.9.19

65% CD's SUBMISSION 1.28.20 90% CD's SUBMISSION 5.13.20 100% CD's SUBMISSION 6.26.20

FINAL SUBMISSION 9.11.20

BID ISSUE SUBMISSION 2.9.21

50 50.3 51 52 53 54 55

E

E.1

F

G

H

H1

J

1" RDHW

2" DHW

3" DCW

1" R

D H

W 2"

R D

H W

3" D

C W

3/4" MA

UST UST

UST

U

ST

U

ST

CODED NOTES

1. EXISTING 3" DCW, 2" DHW AND 1" RDHW RISERS UP TO FIRST FLOOR.

2. REMOVE SECTION OF EXISTING FOOTER DRAINAGE PIPING. COORDINATE EXTENT OF

REMOVAL WITH NEW WORK PLAN.

3. REMOVE EXISTING STORM PIPING BACK TO MAIN AND CAP.

PLAN NOTES

A. THIS DRAWING WAS DESIGNED TO PLOT AS 30" X 42" PLOT. IF PLOT DOES NOT MATCH THE

DESIGNED SIZE, THE GRAPHICAL SCALE SHALL BE USED.

B. SEE SHEET P-001 FOR PLUMBING SYMBOL LEGEND, PLUMBING GENERAL NOTES, AND

PLUMBING DETAILS.

DATESIGNATURE

SCHOONOVER

C. J.

ST

AT

E OF O

HIO

P R O F E

SS IO N

AL EN

G

IN

E E R

REG IST E R

ED

E-62197

0' 1'

2'

1/ 2"

' 0

0' 1'

3'

3/ 8"

' 0

0' 2'

4'

1/ 4"

' 0

0' 3'

6' 1'

3/

' 0

0' 4'

8' 2'1/

8"

' 0

0' 3'

3/

' 0

6' 0'

8'

4'1/

' 0

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: NICK CARROZZA

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Louis Stokes Cleveland

VA Medical Center

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

1468 WEST 9TH STREET #400

CLEVELAND, OH 44113

P. 216.687.1555 F. 216.687.1558

STRUCTURAL ENGINEERING:

THORSON BAKER + ASSOCIATES

3030 WEST STREETSBORO RD.

RICHFIELD, OH 44286

P. 330.659.6688

CIVIL/MECH./ELEC./PLUMBING ENGINEERING:

SCHEESER BUCKLEY MAYFIELD, LLC

1540 CORPORATE WOODS PKWY.

UNIONTOWN, OH 44685

P. 330.526.2700

COST ESTIMATING:

MCGUINESS UNLIMITED, INC.

15724 STILLWOOD AVE.

CLEVELAND, OH 44111

P. 440.667.5120

LANDSCAPE ARCHITECTURE:

JAMES S. MCKNIGHT

P.O. BOX 14158

CLEVELAND, OH 44114

P. 216.952.2408

HAZARDOUS MATERIALS

ASSESSMENT:

STEPHEN J. SEBESTA &

ASSOCIATES, INC.

30628 DETROIT RD., NO. 258

WESTLAKE, OH 44145

P. 216.781.0060

BID ISSUE SUBMISSION

C :\U se rs

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E_ am ca le es e.

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:0

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P M

P-D-0-1

BASEMENT LEVEL PHASE I PLUMBING

DEMOLITION PLAN

EMERGENCY DEPARTMENT

EXPANSION

10701 EAST BLVD. CLEVELAND, OHIO

541-370

2.9.21 CJS DMR2.9.21

N 1/8" = 1'-0"

BASEMENT LEVEL PHASE I PLUMBING DEMOLITION PLAN

Revisions: Date:

SCHEM. DESIGN SUBMISSION 10.21.19

DESIGN DEV. SUBMISSION 12.9.19

65% CD's SUBMISSION 1.28.20 90% CD's SUBMISSION 5.13.20 100% CD's SUBMISSION 6.26.20

FE

C

FEC

FE

C

50 50.3 51 52 53 54 55

E

E.1

F

G

H

H1

J

1" RDHW

2" DHW

3" DCW

1" R

D H

W 2"

R D

H W

3" D

C W

2" SAN

CODED NOTES

1. EXISTING 3" DCW, 2" DHW AND 1" RDHW RISERS UP TO FIRST FLOOR.

2. REMOVE 2" SAN BACK TO POINT INDICATED AND CAP.

3. REMOVE EXISTING 4" SAN BACK TO POINTS INDICATED FOR RECONNECTION UNDER NEW

WORK.

PLAN NOTES

A. THIS DRAWING WAS DESIGNED TO PLOT AS 30" X 42" PLOT. IF PLOT DOES NOT MATCH THE

DESIGNED SIZE, THE GRAPHICAL SCALE SHALL BE USED.

B. SEE SHEET P-001 FOR PLUMBING SYMBOL LEGEND, PLUMBING GENERAL NOTES, AND

PLUMBING DETAILS.

DATESIGNATURE

SCHOONOVER

C. J.

ST

AT

E OF O

HIO

P R O F E

SS IO N

AL EN

G

IN

E E R

REG IST E R

ED

E-62197

0' 1'

2'

1/ 2"

' 0

0' 1'

3'

3/ 8"

' 0

0' 2'

4'

1/ 4"

' 0

0' 3'

6' 1'

3/

' 0

0' 4'

8' 2'1/

8"

' 0

0' 3'

3/

' 0

6' 0'

8'

4'1/

' 0

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: NICK CARROZZA

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Louis Stokes Cleveland

VA Medical Center

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

1468 WEST 9TH STREET #400

CLEVELAND, OH 44113

P. 216.687.1555 F. 216.687.1558

STRUCTURAL ENGINEERING:

THORSON BAKER + ASSOCIATES

3030 WEST STREETSBORO RD.

RICHFIELD, OH 44286

P. 330.659.6688

CIVIL/MECH./ELEC./PLUMBING ENGINEERING:

SCHEESER BUCKLEY MAYFIELD, LLC

1540 CORPORATE WOODS PKWY.

UNIONTOWN, OH 44685

P. 330.526.2700

COST ESTIMATING:

MCGUINESS UNLIMITED, INC.

15724 STILLWOOD AVE.

CLEVELAND, OH 44111

P. 440.667.5120

LANDSCAPE ARCHITECTURE:

JAMES S. MCKNIGHT

P.O. BOX 14158

CLEVELAND, OH 44114

P. 216.952.2408

HAZARDOUS MATERIALS

ASSESSMENT:

STEPHEN J. SEBESTA &

ASSOCIATES, INC.

30628 DETROIT RD., NO. 258

WESTLAKE, OH 44145

P. 216.781.0060

BID ISSUE SUBMISSION

C :\U se rs

\a m ca le es e\

D oc um en ts \1

_M

EP

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EN

TR

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E_ am ca le es e.

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2/ 9/

:0

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P M

P-D-0-2

BASEMENT LEVEL PHASE II PLUMBING

DEMOLITION PLAN

EMERGENCY DEPARTMENT

EXPANSION

10701 EAST BLVD. CLEVELAND, OHIO

541-370

2.9.21 CJS DMR2.9.21

N 1/8" = 1'-0"

BASEMENT LEVEL PHASE II PLUMBING DEMOLITION PLAN

Revisions: Date:

SCHEM. DESIGN SUBMISSION 10.21.19

DESIGN DEV. SUBMISSION 12.9.19

65% CD's SUBMISSION 1.28.20 90% CD's SUBMISSION 5.13.20 100% CD's SUBMISSION 6.26.20

FEC

FE

C

50 50.3 51 52 53 54 55

E

E.1

F

G

H

H1

J

1" RDHW

2" DHW

3" DCW

1" R

D H

W 2"

R D

H W

3" D

C W

4" S

AN

2 3 3 4

4" S

AN

4"

S

AN

4" SAN

4" S

AN

4"

S

AN

2" SAN 2" SAN

CODED NOTES

1. EXISTING 3" DCW, 2" DHW AND 1" RDHW RISERS UP TO FIRST FLOOR.

2. REMOVE EXISTING 2" SAN BACK TO POINT INDICATED FOR RECONNECTION UNDER NEW WORK.

3. REMOVE EXISTING 2" SAN BACK TO POINT INDICATED AND CAP.

4. REMOVE EXISTING 4" SAN BACK TO POINT INDICATED AND CAP.

5. REMOVE EXISTING 3" SAN BACK TO POINT INDICATED AND CAP.

6. REMOVE EXISTING 4" SAN BACK TO POINT INDICATED FOR RECONNECTION UNDER NEW WORK.

PLAN NOTES

A. THIS DRAWING WAS DESIGNED TO PLOT AS 30" X 42" PLOT. IF PLOT DOES NOT MATCH THE

DESIGNED SIZE, THE GRAPHICAL SCALE SHALL BE USED.

B. SEE SHEET P-001 FOR PLUMBING SYMBOL LEGEND, PLUMBING GENERAL NOTES, AND

PLUMBING DETAILS.

DATESIGNATURE

SCHOONOVER

C. J.

ST

AT

E OF O

HIO

P R O F E

SS IO N

AL EN

G

IN

E E R

REG IST E R

ED

E-62197

0' 1'

2'

1/ 2"

' 0

0' 1'

3'

3/ 8"

' 0

0' 2'

4'

1/ 4"

' 0

0' 3'

6' 1'

3/

' 0

0' 4'

8' 2'1/

8"

' 0

0' 3'

3/

' 0

6' 0'

8'

4'1/

' 0

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: NICK CARROZZA

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Louis Stokes Cleveland

VA Medical Center

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

1468 WEST 9TH STREET #400

CLEVELAND, OH 44113

P. 216.687.1555 F. 216.687.1558

STRUCTURAL ENGINEERING:

THORSON BAKER + ASSOCIATES

3030 WEST STREETSBORO RD.

RICHFIELD, OH 44286

P. 330.659.6688

CIVIL/MECH./ELEC./PLUMBING ENGINEERING:

SCHEESER BUCKLEY MAYFIELD, LLC

1540 CORPORATE WOODS PKWY.

UNIONTOWN, OH 44685

P. 330.526.2700

COST ESTIMATING:

MCGUINESS UNLIMITED, INC.

15724 STILLWOOD AVE.

CLEVELAND, OH 44111

P. 440.667.5120

LANDSCAPE ARCHITECTURE:

JAMES S. MCKNIGHT

P.O. BOX 14158

CLEVELAND, OH 44114

P. 216.952.2408

HAZARDOUS MATERIALS

ASSESSMENT:

STEPHEN J. SEBESTA &

ASSOCIATES, INC.

30628 DETROIT RD., NO. 258

WESTLAKE, OH 44145

P. 216.781.0060

BID ISSUE SUBMISSION

C :\U se rs

\a m ca le es e\

D oc um en ts \1

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EP

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EN

TR

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F

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E_ am ca le es e.

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2/ 9/

:0

9:

P M

P-D-0-3

BASEMENT LEVEL PHASE III PLUMBING

DEMOLITION PLAN

EMERGENCY DEPARTMENT

EXPANSION

10701 EAST BLVD. CLEVELAND, OHIO

541-370

2.9.21 CJS DMR2.9.21

N 1/8" = 1'-0"

BASEMENT LEVEL PHASE III PLUMBING DEMOLITION PLAN

Revisions: Date:

SCHEM. DESIGN SUBMISSION 10.21.19

DESIGN DEV. SUBMISSION 12.9.19

65% CD's SUBMISSION 1.28.20 90% CD's SUBMISSION 5.13.20 100% CD's SUBMISSION 6.26.20

M F

50 50.3 51 52 53 54 55

E

E.1

F

G

H

H1

J

1/ 2"

1" 2"

1" 1/2"

2"

1/2" RDHW

1" DHW

2" DCW

3/ 4"

O

1/ 2"

M V

1/ 2"

M A

1/2" 2"

3/4"

1/ 2"

R D

H W

3/ 4"

D H

W 3/

4" D

C W

1/2" MA

1 1/2" MV

3/4" O

3/4" 1 1/2"

1/2"

2"1 1/

4" 1/

2"

1/2" MA

1 1/2" MV

3/4" O

1/ 2"

M A

1" M

V 1/

2" O

1/2" RDHW

3/4" DHW

1 1/2" DCW

3/ 4"

3/ 4"

1/ 2"

1/ 2"

M A

1/

4" M

V 1/

2" O

1/2" 1 1/4"

1/2"

1/

4" 1/

2"

1/ 2"

3/ 4"

3/ 4"

1/ 2"

1/2" RDHW

1 1/4" DHW

2" DCW

2" D

C W

1/

4" D

H W

1/2" MA

1 1/4" MV

1/2" O

1/2" O

3/4" MV

1/2" MA

1/2" 3/4"

1/2"

1/ 2"

1/ 2"

3/ 4"

3/ 4"

1/

2"

1/2" 1/2"

1/2"

1/ 2"

M A

1/

2" M

V 3/

4" O

CODED NOTES

1. EXISTING 3" DCW, 2" DHW AND 1" RDHW RISERS UP AND DOWN.

2. EXISTING 3/4" O, 1-1/2" MV AND 1/2" MA LINES DOWN IN WALL TO EXISTING ZONE VALVE BOX

AND BACK UP TO CEILING SPACE.

3. REMOVE EXISTING STORM PIPING FROM SALLYPORT ROOF DRAIN BACK TO MAIN AND CAP.

4. REMOVE EXISTING STORM PIPING FROM ROOF DRAIN BACK TO MAIN AND CAP.

5. REMOVE EXISTING 1/2" MA PIPING FROM POINT INDICATED BACK TO EXISTING MEDICAL GAS RISERS LOCATED AT NORTH SIDE OF COLUMN (L,50) ADJACENT TO MEN'S TOILET ROOM 1-M52

FOR TIE-IN UNDER NEW WORK.

PLAN NOTES

A. THIS DRAWING WAS DESIGNED TO PLOT AS 30" X 42" PLOT. IF PLOT DOES NOT MATCH THE

DESIGNED SIZE, THE GRAPHICAL SCALE SHALL BE USED.

B. SEE SHEET P-001 FOR PLUMBING SYMBOL LEGEND, PLUMBING GENERAL NOTES, AND

PLUMBING DETAILS.

DATESIGNATURE

SCHOONOVER

C. J.

ST

AT

E OF O

HIO

P R O F E

SS IO N

AL EN

G

IN

E E R

REG IST E R

ED

E-62197

0' 1'

2'

1/ 2"

' 0

0' 1'

3'

3/ 8"

' 0

0' 2'

4'

1/ 4"

' 0

0' 3'

6' 1'

3/

' 0

0' 4'

8' 2'1/

8"

' 0

0' 3'

3/

' 0

6' 0'

8'

4'1/

' 0

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: NICK CARROZZA

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Louis Stokes Cleveland

VA Medical Center

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

1468 WEST 9TH STREET #400

CLEVELAND, OH 44113

P. 216.687.1555 F. 216.687.1558

STRUCTURAL ENGINEERING:

THORSON BAKER + ASSOCIATES

3030 WEST STREETSBORO RD.

RICHFIELD, OH 44286

P. 330.659.6688

CIVIL/MECH./ELEC./PLUMBING ENGINEERING:

SCHEESER BUCKLEY MAYFIELD, LLC

1540 CORPORATE WOODS PKWY.

UNIONTOWN, OH 44685

P. 330.526.2700

COST ESTIMATING:

MCGUINESS UNLIMITED, INC.

15724 STILLWOOD AVE.

CLEVELAND, OH 44111

P. 440.667.5120

LANDSCAPE ARCHITECTURE:

JAMES S. MCKNIGHT

P.O. BOX 14158

CLEVELAND, OH 44114

P. 216.952.2408

HAZARDOUS MATERIALS

ASSESSMENT:

STEPHEN J. SEBESTA &

ASSOCIATES, INC.

30628 DETROIT RD., NO. 258

WESTLAKE, OH 44145

P. 216.781.0060

BID ISSUE SUBMISSION

C :\U se rs

\a m ca le es e\

D oc um en ts \1

_M

EP

_C

EN

TR

AL

F

IL

E_ am ca le es e.

rv t

2/ 9/

:0

9:

P M

P-D-1-1

FIRST FLOOR LEVEL PHASE I PLUMBING

DEMOLITION PLAN

EMERGENCY DEPARTMENT

EXPANSION

10701 EAST BLVD. CLEVELAND, OHIO

541-370

2.9.21 CJS DMR2.9.21

N 1/8" = 1'-0"

FIRST FLOOR LEVEL PHASE I PLUMBING DEMOLITION PLAN

Revisions: Date:

SCHEM. DESIGN SUBMISSION 10.21.19

DESIGN DEV. SUBMISSION 12.9.19

65% CD's SUBMISSION 1.28.20 90% CD's SUBMISSION 5.13.20 100% CD's SUBMISSION 6.26.20

FE

C

FEC

50 50.3 51 52 53 54 55

E

E.1

F

G

H

H1

J

3 3 4

CODED NOTES

1. EXISTING 3" DCW, 2" DHW AND 1" RDHW RISERS UP AND DOWN.

2. EXISTING 3/4" O, 1-1/2" MV AND 1/2" MA LINES DOWN IN WALL TO EXISTING ZONE VALVE BOX

AND BACK UP TO CEILING SPACE.

3. REMOVE EXISTING PLUMBING FIXTURE ALONG WITH ALL ASSOCIATED DOMESTIC WATER,

SANITARY AND VENT PIPING, AND VALVING TO POINTS INDICATED AND CAP.

4. REMOVE EXISTING MEDICAL GAS OUTLETS AND MEDICAL GAS PIPING BACK TO POINTS

INDICATED AND CAP.

5. REMOVE EXISTING DCW PIPING BACK TO POINT INDICATED FOR TIE-IN UNDER NEW WORK.

PLAN NOTES

A. THIS DRAWING WAS DESIGNED TO PLOT AS 30" X 42" PLOT. IF PLOT DOES NOT MATCH THE

DESIGNED SIZE, THE GRAPHICAL SCALE SHALL BE USED.

B. SEE SHEET P-001 FOR PLUMBING SYMBOL LEGEND, PLUMBING GENERAL NOTES, AND

PLUMBING DETAILS.

DATESIGNATURE

SCHOONOVER

C. J.

ST

AT

E OF O

HIO

P R O F E

SS IO N

AL EN

G

IN

E E R

REG IST E R

ED

E-62197

0' 1'

2'

1/ 2"

' 0

0' 1'

3'

3/ 8"

' 0

0' 2'

4'

1/ 4"

' 0

0' 3'

6' 1'

3/

' 0

0' 4'

8' 2'1/

8"

' 0

0' 3'

3/

' 0

6' 0'

8'

4'1/

' 0

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: NICK CARROZZA

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Louis Stokes Cleveland

VA Medical Center

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

1468 WEST 9TH STREET #400

CLEVELAND, OH 44113

P. 216.687.1555 F. 216.687.1558

STRUCTURAL ENGINEERING:

THORSON BAKER + ASSOCIATES

3030 WEST STREETSBORO RD.

RICHFIELD, OH 44286

P. 330.659.6688

CIVIL/MECH./ELEC./PLUMBING ENGINEERING:

SCHEESER BUCKLEY MAYFIELD, LLC

1540 CORPORATE WOODS PKWY.

UNIONTOWN, OH 44685

P. 330.526.2700

COST ESTIMATING:

MCGUINESS UNLIMITED, INC.

15724 STILLWOOD AVE.

CLEVELAND, OH 44111

P. 440.667.5120

LANDSCAPE ARCHITECTURE:

JAMES S. MCKNIGHT

P.O. BOX 14158

CLEVELAND, OH 44114

P. 216.952.2408

HAZARDOUS MATERIALS

ASSESSMENT:

STEPHEN J. SEBESTA &

ASSOCIATES, INC.

30628 DETROIT RD., NO. 258

WESTLAKE, OH 44145

P. 216.781.0060

BID ISSUE SUBMISSION

C :\U se rs

\a m ca le es e\

D oc um en ts \1

_M

EP

_C

EN

TR

AL

F

IL

E_ am ca le es e.

rv t

2/ 9/

:0

9:

P M

P-D-1-2

FIRST FLOOR LEVEL PHASE II PLUMBING

DEMOLITION PLAN

EMERGENCY DEPARTMENT

EXPANSION

10701 EAST BLVD. CLEVELAND, OHIO

541-370

2.9.21 CJS DMR2.9.21

N 1/8" = 1'-0"

FIRST FLOOR LEVEL PHASE II PLUMBING DEMOLITION PLAN

Revisions: Date:

SCHEM. DESIGN SUBMISSION 10.21.19

DESIGN DEV. SUBMISSION 12.9.19

65% CD's SUBMISSION 1.28.20 90% CD's SUBMISSION 5.13.20 100% CD's SUBMISSION 6.26.20

R

EF

FE

C

FE

C

FEC

FEC

50 50.3 51 52 53 54 55

E

E.1

F

G

H

H1

J

1/2" MA

1 1/2" MV

3/4" O

1/2" MA

1 1/2" MV

3/4" O

2" DCW

2" SAN2"

4" S

AN

4"

4" S

AN

4"

S

AN

4" SAN

4"

1/ 2"

M A

1/

4" M

V 1/

2" O

1/ 2"

M A

1" M

V 1/

2" O

1/ 2"

M A

3/ 4"

M V

1/ 2"

O

1/2" RDHW

3/4" DHW

1 1/2" DCW

1/2" O

1/2" MA

3/4" MV

CODED NOTES

1. EXISTING 3" DCW, 2" DHW AND 1" RDHW RISERS UP AND DOWN.

2. REMOVE EXISTING ZONE VALVE BOX FOR RELOCATION UNDER NEW WORK. REMOVE EXISTING

3/4" O, 1-1/2" MV AND 1/2" MA LINES BACK TO POINTS INDICATED FOR RECONNECTION UNDER NEW

WORK.

3. REMOVE EXISTING PLUMBING FIXTURE ALONG WITH ALL ASSOCIATED DOMESTIC WATER,

SANITARY AND VENT PIPING, AND VALVING TO POINTS INDICATED AND CAP.

4. REMOVE EXISTING MEDICAL GAS OUTLETS AND MEDICAL GAS PIPING BACK TO POINTS

INDICATED FOR TIE-IN UNDER NEW WORK.

5. REMOVE EXISTING 1-1/4" MV, 1/2" O, AND 1/2" MA PIPING BACK TO POINTS INDICATED FOR TIE-

IN UNDER NEW WORK.

6. REMOVE EXISTING 1" DHW PIPING BACK TO POINT INDICATED FOR TIE-IN UNDER NEW WORK.

7. REMOVE EXISTING 1/2" RDHW PIPING BACK TO POINT INDICATED FOR TIE-IN UNDER NEW

WORK.

8. REMOVE EXISTING MEDICAL GAS ALARM PANEL FOR RELOCATION UNDER NEW WORK.

REMOVE EXISTING 1/2" O, 1/2" MV AND 1/2" MA LINES BACK TO POINTS INDICATED FOR

RECONNECTION UNDER NEW WORK.

9. REMOVE EXISTING MEDICAL GAS VALVE AND PIPING ALONG WITH OTHER MISCELLANEOUS

PIPING LOCATED IN BUILT-OUT CHASE BACK TO MAINS AND CAP.

PLAN NOTES

A. THIS DRAWING WAS DESIGNED TO PLOT AS 30" X 42" PLOT. IF PLOT DOES NOT MATCH THE

DESIGNED SIZE, THE GRAPHICAL SCALE SHALL BE USED.

B. SEE SHEET P-001 FOR PLUMBING SYMBOL LEGEND, PLUMBING GENERAL NOTES, AND

PLUMBING DETAILS.

DATESIGNATURE

SCHOONOVER

C. J.

ST

AT

E OF O

HIO

P R O F E

SS IO N

AL EN

G

IN

E E R

REG IST E R

ED

E-62197

0' 1'

2'

1/ 2"

' 0

0' 1'

3'

3/ 8"

' 0

0' 2'

4'

1/ 4"

' 0

0' 3'

6' 1'

3/

' 0

0' 4'

8' 2'1/

8"

' 0

0' 3'

3/

' 0

6' 0'

8'

4'1/

' 0

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: NICK CARROZZA

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Louis Stokes Cleveland

VA Medical Center

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

1468 WEST 9TH STREET #400

CLEVELAND, OH 44113

P. 216.687.1555 F. 216.687.1558

STRUCTURAL ENGINEERING:

THORSON BAKER + ASSOCIATES

3030 WEST STREETSBORO RD.

RICHFIELD, OH 44286

P. 330.659.6688

CIVIL/MECH./ELEC./PLUMBING ENGINEERING:

SCHEESER BUCKLEY MAYFIELD, LLC

1540 CORPORATE WOODS PKWY.

UNIONTOWN, OH 44685

P. 330.526.2700

COST ESTIMATING:

MCGUINESS UNLIMITED, INC.

15724 STILLWOOD AVE.

CLEVELAND, OH 44111

P. 440.667.5120

LANDSCAPE ARCHITECTURE:

JAMES S. MCKNIGHT

P.O. BOX 14158

CLEVELAND, OH 44114

P. 216.952.2408

HAZARDOUS MATERIALS

ASSESSMENT:

STEPHEN J. SEBESTA &

ASSOCIATES, INC.

30628 DETROIT RD., NO. 258

WESTLAKE, OH 44145

P. 216.781.0060

BID ISSUE SUBMISSION

C :\U se rs

\a m ca le es e\

D oc um en ts \1

_M

EP

_C

EN

TR

AL

F

IL

E_ am ca le es e.

rv t

2/ 9/

:0

9:

P M

P-D-1-3

FIRST FLOOR LEVEL PHASE III PLUMBING

DEMOLITION PLAN

EMERGENCY DEPARTMENT

EXPANSION

10701 EAST BLVD. CLEVELAND, OHIO

541-370

2.9.21 CJS DMR2.9.21

N 1/8" = 1'-0"

FIRST FLOOR LEVEL PHASE III PLUMBING DEMOLITION PLAN

Revisions: Date:

SCHEM. DESIGN SUBMISSION 10.21.19

DESIGN DEV. SUBMISSION 12.9.19

65% CD's SUBMISSION 1.28.20 90% CD's SUBMISSION 5.13.20 100% CD's SUBMISSION 6.26.20

50 50.3 51 52 53 54 55

E

E.1

F

G

H

H1

J

1/ 2"

M A

1/

4" M

V 3/

4" O

3/4" O

1/2" MA

1 1/4" MV

3/ 4"

3/ 4"

1/ 2"

3/4" DHW

3/4" DCW

1/2" O

1" MV

1/2" MA

1/ 2"

R D

H W

1/

4" D

H W

2" D

C W

1" 1 1/2"

1/2" RDHW

1" DHW

1 1/2" DCW

1/

2" D

C W

1" D

H W

1/ 2"

R D

H W

1 1/2" DCW

1" DHW 1"

1 1/2"

3/4" 1 1/2"

1" DHW

1 1/2" DCW

3/ 4"

1/

4" 1/

2"

CODED NOTES

1. EXISTING 2-1/2" DCW, 2" DHW AND 3/4" RDHW RISERS UP FROM FIRST FLOOR.

2. EXISTING 1-1/4" MV, 3/4" MA AND 1/2" O LINES DOWN TO EXISTING ZONE VALVE BOX AND BACK

UP TO CEILING SPACE.

3. REMOVE EXISTING ROOF DRAIN AND ASSOCIATED STORM PIPING.

4. EXISTING ROOF DRAIN TO REMAIN.

PLAN NOTES

A. THIS DRAWING WAS DESIGNED TO PLOT AS 30" X 42" PLOT. IF PLOT DOES NOT MATCH THE

DESIGNED SIZE, THE GRAPHICAL SCALE SHALL BE USED.

B. SEE SHEET P-001 FOR PLUMBING SYMBOL LEGEND, PLUMBING GENERAL NOTES, AND

PLUMBING DETAILS.

DATESIGNATURE

SCHOONOVER

C. J.

ST

AT

E OF O

HIO

P R O F E

SS IO N

AL EN

G

IN

E E R

REG IST E R

ED

E-62197

0' 1'

2'

1/ 2"

' 0

0' 1'

3'

3/ 8"

' 0

0' 2'

4'

1/ 4"

' 0

0' 3'

6' 1'

3/

' 0

0' 4'

8' 2'1/

8"

' 0

0' 3'

3/

' 0

6' 0'

8'

4'1/

' 0

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: NICK CARROZZA

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Louis Stokes Cleveland

VA Medical Center

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

1468 WEST 9TH STREET #400

CLEVELAND, OH 44113

P. 216.687.1555 F. 216.687.1558

STRUCTURAL ENGINEERING:

THORSON BAKER + ASSOCIATES

3030 WEST STREETSBORO RD.

RICHFIELD, OH 44286

P. 330.659.6688

CIVIL/MECH./ELEC./PLUMBING ENGINEERING:

SCHEESER BUCKLEY MAYFIELD, LLC

1540 CORPORATE WOODS PKWY.

UNIONTOWN, OH 44685

P. 330.526.2700

COST ESTIMATING:

MCGUINESS UNLIMITED, INC.

15724 STILLWOOD AVE.

CLEVELAND, OH 44111

P. 440.667.5120

LANDSCAPE ARCHITECTURE:

JAMES S. MCKNIGHT

P.O. BOX 14158

CLEVELAND, OH 44114

P. 216.952.2408

HAZARDOUS MATERIALS

ASSESSMENT:

STEPHEN J. SEBESTA &

ASSOCIATES, INC.

30628 DETROIT RD., NO. 258

WESTLAKE, OH 44145

P. 216.781.0060

BID ISSUE SUBMISSION

C :\U se rs

\a m ca le es e\

D oc um en ts \1

_M

EP

_C

EN

TR

AL

F

IL

E_ am ca le es e.

rv t

2/ 9/

:0

9:

P M

P-D-2-1

SECOND FLOOR LEVEL PHASE I PLUMBING

DEMOLITION PLAN

EMERGENCY DEPARTMENT

EXPANSION

10701 EAST BLVD. CLEVELAND, OHIO

541-370

2.9.21 CJS DMR2.9.21

N 1/8" = 1'-0"

SECOND FLOOR LEVEL PHASE I PLUMBING DEMOLITION PLAN

Revisions: Date:

SCHEM. DESIGN SUBMISSION 10.21.19

DESIGN DEV. SUBMISSION 12.9.19

65% CD's SUBMISSION 1.28.20 90% CD's SUBMISSION 5.13.20 100% CD's SUBMISSION 6.26.20

FEC

FE

C

X-H

PS

X-H

PC

Ex.

HWS

/R

STA

CKE

D

ON

WAL

L.

TIE

NEW

P.C

. IN

TO

EXIS

TING

8"

(PR

OST

HET

CSSTO

RAG

EC2

(80

C1 (330

STO

RAG

E

(RE

H.

MED

. S

VC)

X-1

X-1

CRA

WL

SPA

CE

"x

14"x 12"

50 50.3 51 52 53 54 55

E

E.1

F

G

H

H1

J

1" RDHW

2" DHW

3" DCW

1" R

D H

W 2"

R D

H W

3" D

C W

1" R

D H

W 2"

D H

W

1/ 2"

D C

W

PE-2

BAC285

BAC284

BAC281 BAC282

BAC280

BAC274

BAC283

BAC253

BAC250B

BAC254 BAC255

BAC252

BAC251

BAC250

BAC256

BAC328

BA109C

BS3

BA109

BAC329

BAC330

BAC275

BAC260B

BAC272

BAC270C

BAC270B

BAC270A

BAC269

BAC260A

BAC271

BAC273

BAC260

BAC261

BAC260C

BAC262

BAC298A

BA150A

BAC264

BAC268

BAC265

BAC266

BA150B

BA148 BA149 BAC241

BS4

BA152

BA151

BA153

BA150C

BA152A

BAC241A

BA153A

DECONTAMINATION

STORAGE TANK

P-804

1" D

C W

1" DCW

1" D

C W

CODED NOTES

1. EXISTING 3" DCW, 2" DHW AND 1" RDHW RISERS UP TO FIRST FLOOR.

2. INSTALL NEW 2-1/2" DCW, 2" DHW AND 1" RDHW RISERS UP TO FIRST FLOOR.

3. TIE NEW 2-1/2" DCW, 2" DHW AND 1" RDHW LINES INTO EXISTING 3" DCW, 2" DHW AND 1" RDHW

PIPING AND EXTEND TO NEW ADDITION.

4. INSTALL NEW DOMESTIC HOT WATER RECIRCULATION PUMP IN BASEMENT CEILING SPACE.

SEE DETAIL FOR ADDITIONAL REQUIREMENTS.

5. INSTALL 3/4" DCW LINE DOWN ALONG WALL AND EXTEND TO HOSE BIBB. COORDINATE FINAL

ELEVATION WITH ARCHITECTURAL PLANS.

6. INSTALL 1" DCW WITH AN ASSE 1013 REDUCED PRESSURE BACKLOW PREVENTER FOR

HEATING WATER SYSTEM MAKEUP. COORDINATE EXACT LOCATION WITH H.C. H.C. SHALL

EXTEND FROM ROUGH-IN POINT FOR FINAL CONNECTION TO HEATING WATER SYSTEM.

PLAN NOTES

A. THIS DRAWING WAS DESIGNED TO PLOT AS 30" X 42" PLOT. IF PLOT DOES NOT MATCH THE

DESIGNED SIZE, THE GRAPHICAL SCALE SHALL BE USED.

B. SEE SHEET P-001 FOR PLUMBING SYMBOL LEGEND, PLUMBING GENERAL NOTES, AND

PLUMBING DETAILS.

DATESIGNATURE

SCHOONOVER

C. J.

ST

AT

E OF O

HIO

P R O F E

SS IO N

AL EN

G

IN

E E R

REG IST E R

ED

E-62197

0' 1'

2'

1/ 2"

' 0

0' 1'

3'

3/ 8"

' 0

0' 2'

4'

1/ 4"

' 0

0' 3'

6' 1'

3/

' 0

0' 4'

8' 2'1/

8"

' 0

0' 3'

3/

' 0

6' 0'

8'

4'1/

' 0

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: NICK CARROZZA

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Louis Stokes Cleveland

VA Medical Center

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

1468 WEST 9TH STREET #400

CLEVELAND, OH 44113

P. 216.687.1555 F. 216.687.1558

STRUCTURAL ENGINEERING:

THORSON BAKER + ASSOCIATES

3030 WEST STREETSBORO RD.

RICHFIELD, OH 44286

P. 330.659.6688

CIVIL/MECH./ELEC./PLUMBING ENGINEERING:

SCHEESER BUCKLEY MAYFIELD, LLC

1540 CORPORATE WOODS PKWY.

UNIONTOWN, OH 44685

P. 330.526.2700

COST ESTIMATING:

MCGUINESS UNLIMITED, INC.

15724 STILLWOOD AVE.

CLEVELAND, OH 44111

P. 440.667.5120

LANDSCAPE ARCHITECTURE:

JAMES S. MCKNIGHT

P.O. BOX 14158

CLEVELAND, OH 44114

P. 216.952.2408

HAZARDOUS MATERIALS

ASSESSMENT:

STEPHEN J. SEBESTA &

ASSOCIATES, INC.

30628 DETROIT RD., NO. 258

WESTLAKE, OH 44145

P. 216.781.0060

BID ISSUE SUBMISSION

C :\U se rs

\a m ca le es e\

D oc um en ts \1

_M

EP

_C

EN

TR

AL

F

IL

E_ am ca le es e.

rv t

2/ 9/

:0

6:

P M

P-0.1-1

BASEMENT LEVEL PHASE I PLUMBING PIPING

IMPROVEMENT PLAN

EMERGENCY DEPARTMENT

EXPANSION

10701 EAST BLVD. CLEVELAND, OHIO

541-370

2.9.21 CJS DMR2.9.21

N 1/8" = 1'-0"

BASEMENT LEVEL PHASE I PLUMBING PIPING IMPROVEMENT PLAN

ROOM LEGEND

Number Name

BA109 Mechanical Room BA109C Office BA148 Electrical BA149 TeleComm

BA150A Corridor BA150B Corridor BA150C Corridor BA151 Main Electrical Room BA152 Pharmacy Drug Cache

BA152A Secure Storage BA153 Mechanical Room

BA153A Relief Areawell

BAC241 HVAC

BAC241A Outside Air Enclosure BAC250 Waiting

BAC250B Passage BAC251 Triage BAC252 Exam BAC253 Exam BAC254 Exam BAC255 Exam BAC256 Records BAC260 Reception/ Waiting

BAC260A Passage BAC260B Passage BAC260C Passage BAC261 Regulatory/ Fiscal Office BAC262 2 Person Office BAC264 Storage BAC265 4 Person Office BAC266 IT Work Offices BAC268 Copy/ Work Passage BAC269 2 Person Office

BAC270A Break Area/ Pantry BAC270B Collaboration Area BAC270C Open Student Offices BAC271 Director Office BAC272 Office BAC273 Office BAC274 2 Person Office BAC275 2 Person Office BAC280 Anti-Coagulation Clinic Open Office BAC281 Office BAC282 Copy File/Work BAC283 Break Room BAC284 Corridor BAC285 Storage, File Room

BAC298A Closet BAC328 Corridor BAC329 Womens BAC330 Mens

BS3 Stair 3 BS4 Stair 4

Revisions: Date:

SCHEM. DESIGN SUBMISSION 10.21.19

DESIGN DEV. SUBMISSION 12.9.19

65% CD's SUBMISSION 1.28.20 90% CD's SUBMISSION 5.13.20 100% CD's SUBMISSION 6.26.20

FEC

FE

C

50 50.3 51 52 53 54 55

E

E.1

F

G

H

H1

J

4" US 4" US

4" US

4" US

2" S

AN

4" S

AN

4"

2 1/2" SAN

2" SAN

4" 3" SAN

4" U

S

2" SAN

3"

4" US

DECONTAMINATION

STORAGE TANK

FW/FCO

C.O.

C.O.

C.O.

C.O.

FW/FCO

C.O.

C.O.

C.O.

C.O.

C.O.

C.O.

C.O.

8" U

ST

UST

U

ST

UST

UST

U

ST

UST

U

ST

4" DT

4" DT

4" DT

4" DT

4" DT

4" DT

FINISHED FLOOR

= 653.25

PE-14" DS

4" SAN

C.O.

C.O.

C.O.

4" DS

4" SAN

4" SAN

4" DS

FW/FCO

4" SAN

2"

2" S

AN

2"

S

AN

8" D

S

4" DS

4" D

S

6" DS C.O.

C.O.

C.O.

C.O.

C.O.

6" DS

6" D

S

FW/FCO

4" U

S

3" IW

2" DS

C.O.

3"

3" SAN

3" S

AN

C.O.

2" S

AN

4" S

AN

2" SAN

4"

2" 4"

C.O.

C.O.

FD-E

FD-E

FD-E

FD-E

C.O.

3" S

AN

UST

4" U

S 4"

U S

4" US

BAC285

BAC284

BAC281 BAC282

BAC280

BAC274

BAC283

BAC253

BAC250B

BAC254 BAC255

BAC252

BAC251

BAC250

BAC256

BAC328

BA109C

BS3

BA109

BAC329

BAC330

BAC275

BAC260B

BAC272

BAC270C

BAC270B

BAC270A

BAC269

BAC260A

BAC271

BAC273

BAC260

BAC261

BAC260C

BAC262

BAC298A

BA150A

BAC264

BAC268

BAC265

BAC266

BA150B

BA148 BA149 BAC241

BS4

BA152

BA151

BA153

BA150C

BA152A

BAC241A

BA153A

C.O.

4"

4" S

AN

2"

FD-E

4" U

S

4" US

FD-H

4" U

S 4"

U S

FD-H

4" D

S

4" INVERT = 651.25

4" INVERT = 650.2

4" INVERT = 649.8

4" INVERT = 651.0

FD-E

FD-E

CODED NOTES

1. INSTALL 8" STORM PIPE THROUGH WALL AT INVERT = 652.0. EXTEND 8" STORM PIPE TO TIE INTO CLEANOUT AS SHOWN ON CIVIL DRAWING GS-3. SEE CIVIL DRAWINGS FOR CONTINUATION.

2. TIE NEW 4" US INTO EXISTING 4" US AND EXTEND TO NEW ADDITION.

3. INSTALL 1-1/2" SAN UP TO SINK(S) ON FLOOR ABOVE. EXTEND 1-1/2" VENT UP IN WALL TO

CEILING SPACE.

4. INSTALL 4" SAN AND 3" VENT STACKS UP IN WALL ON FLOOR ABOVE.

5. INSTALL 4" STORM STACK UP TO ROOF DRAIN.

6. INSTALL 4" SAN UP TO SHOWER ON FLOOR ABOVE.

7. INSTALL 4" SAN DOWN TO DECONTAMINATION STORAGE TANK.

8. INSTALL 2" VENT UP IN WALL ON FLOOR ABOVE TO CEILING SPACE.

9. INSTALL 4" SAN AND 3" VENT STACKS UP IN CHASE ON FLOOR ABOVE.

10. INSTALL 4" US TO THIS POINT FOR FUTURE CONNECTION AND EXTENSION UNDER PHASE II.

11. ROUTE NEW FOOTER DRAINAGE PIPING AROUND NEW ADDITION AND RECONNECT INTO

EXISTING SYSTEM. EXISTING BUILDING DRAWINGS INDICATE THE LOW POINT OF SLOPED

FOOTER DRAINAGE PIPING TO BE NEAR COLUMN (E1,53). THE INTENT IS FOR THE NEW FOOTER

DRAINAGE PIPING TO BE SLOPED @ A MINIMUM OF 0.5% TOWARD THE NEW LOW POINT NEAR

COLUMN (D',53) AND TIE INTO EXISTING FOOTER DRAINAGE PIPING. SURVEY EXISTING INVERTS TO MAINTAIN POSITIVE SLOPE. FIELD VERIFY PRIOR TO CONSTRUCTION. FIELD VERIFY SIZE OF

PIPING.

12. INSTALL 4" PERFORATED DRAIN TILE UNDER SLAB. REFER TO STRUCTURAL DRAWINGS FOR

UNDERSLAB DRAINAGE SYSTEM INFORMATION.

13. INSTALL SUMP PUMP AND BASIN. INSTALL 2" PUMP DISCHARGE UP ALONG WALL TO CEILING

SPACE. REFER TO DETAIL FOR ADDITIONAL INFORMATION. COORDINATE ELECTRICAL

REQUIREMENTS WITH E.C.

14. PROVIDE OPENING IN SUMP CROCK FOR EXTENSION OF UNDERSLAB DRAINAGE SYSTEM.

REFER TO STRUCTURAL DRAWINGS FOR UNDERSLAB DRAINAGE SYSTEM INFORMATION.

15. INSTALL 4" SAN AND 3" VENT STACKS UP ALONG COLUMN TO BASEMENT CEILING SPACE.

16. INSTALL 8" STORM STACK DOWN ALONG WALL TO BELOW SLAB.

17. TIE NEW FOOTER DRAINAGE PIPING INTO EXISTING AT APPROXIMATELY THIS LOCATION AND AT AN APPROXIMATE EXISTING INV. = 644.5. SURVEY EXISTING INVERTS TO MAINTAIN POSITIVE

SLOPE. FIELD VERIFY PRIOR TO CONSTRUCTION. FIELD VERIFY SIZE OF PIPING.

18. INSTALL 2-1/2" VENT UP ALONG WALL TO CEILING SPACE AND EXTEND TO VENT STACK.

19. INSTALL 3" SAN UP TO FLOOR DRAIN IN MAIN ENTRY VESTIBULE ON FLOOR ABOVE.

20. INSTALL 4" SAN UP TO CLINIC SINK ON FLOOR ABOVE.

21. INSTALL 4" SAN UP TO W.C. ON FLOOR ABOVE.

22. INSTALL 1-1/2" SAN UP TO LAV ON FLOOR ABOVE.

23. INSTALL 3" SAN UP TO FLOOR DRAIN ON FLOOR ABOVE.

24. INSTALL 500 GALLON VERTICAL POLYETHYLENE DECONTAMINATION STORAGE TANK IN

SECONDARY CONTAINMENT TANK. PROVIDE WITH HIGH LEVEL FLOAT SENSOR AND ALARM

PANEL. ALARM PANEL SHALL BE INSTALLED ON WALL IN BASEMENT NEAR DECONTANIMATION

TANK AND BE TIED INTO BUILDING AUTOMATION SYSTEM. INSTALL PER MANUFACTURER'S

RECOMMENDATIONS. SEE DETAIL (THIS SHEET).

25. INSTALL 4" STORM STACK UP TO ROOF DRAIN ON CANOPY.

26. INSTALL 4" STORM STACK UP IN CHASE TO ROOF DRAIN ON CANOPY.

27. TIE 4" STORM PIPING INTO 8" STORM LATERAL AT…