Attachment 10 - Plumbing Drawings 1 of 3.pdf

PL105

PLUMBING FIXTURE SCHEDULE

PLUMBING GENERAL NOTES PLUMBING MATERIALS AND PROCEDURES NOTES PLUMBING SYMBOL LIST

SYMBOL

AP ACCESS PANEL

PROCEDURES: DESCRIPTION

1. THE PLUMBING FIXTURE AND EQUIPMENT SCHEDULE, IN GENERAL, SPECIFIES THE PLUMBING

FIXTURES, EQUIPMENT AND DEVICES: HOWEVER, UNLESS NOTED OTHERWISE, ALL FIXTURES SHALL

BE PROVIDED WITH APPLICABLE ACCESSORIES (SUCH AS SUPPLY STOPS, WASTE TRAPS, FIXTURE

MOUNTING SUPPORTS, BOLT CAPS, WATER CLOSET SEATS, ETC., AS REQ'D TO COMPLETE THE

INSTALLATION.)

2. ALL ITEMS SPECIFIED HEREAFTER SHALL BE NEW, CLEANED AND ADJUSTED FOR THE SPECIFIED

DESIGN PURPOSE (UNLESS OTHERWISE SPECIFIED).

3. ALL EQUIPMENT AND DEVICES SHALL BEAR A.G.A., N.S.F., ASME, C.S.A. OR U.L. APPROVED LABELS

AND CERTIFICATIONS FOR THE SPECIFIED DESIGN PURPOSE.

4. PLUMBING CONTRACTOR SHALL VERIFY IN FIELD WITH VA/COR ALL FINAL FIXTURE AND EQUIPMENT

LOCATIONS AND MOUNTING HEIGHTS REQUIRED FOR THE DESIGN PURPOSE.

5. SUBMIT, AS PER THE SPECIFICATIONS, THE NUMBER OF COPIES OF EACH CATALOG CUT, FOR EACH

ITEM, TO BE APPROVED BY THE VA/COR (PRIOR TO THE BEGINNING OF CONSTRUCTION) FOR ALL

NEW ITEMS SPECIFIED HEREAFTER.

6. THE CONTRACTOR SHALL SUBMIT EQUIPMENT PRODUCT DATA FOR EACH PIECE OF EQUIPMENT

PRIOR TO ORDERING. SUBMIT, AS PER THE SPECIFICATIONS, THE NUMBER OF COPIES FOR APPROVAL

BY THE VA/COR THIS CONTRACTOR SHALL ALSO ASSEMBLE PRINTED INSTRUCTIONS FOR THE

OPERATION AND MAINTENANCE OF EACH ITEM INSTALLED AND BIND TOGETHER WITH EQUIPMENT

CUTS AND CONTROL WIRING DIAGRAMS. DO NOT SUBMIT EQUIPMENT DATA FOR B.O.D. EQUIVALENCY

SUBSTITUTION ITEMS UNTIL SUCH TIME AS THE B.O.D. PROTOCOLS PROCESS HAS BEEN COMPLETED

AND THE SUBSTITUTION HAS BEEN APPROVED BY BOTH THE CO AND COR.

7. SOME FIXTURES FURNISHED BY VA SHALL BE INSTALLED BY PLUMBING CONTRACTOR, ALL OTHER

FIXTURES SHALL BE FURNISHED & INSTALLED BY PLUMBING CONTRACTOR.

1. ALL MATERIALS SHALL BE NEW OF FIRST QUALITY AND UL LISTED FOR THE SPECIFIC DESIGN PURPOSE.

2. SANITARY, VENT, AND STORM LINES SHALL BE SCHEDULE 40 CAST IRON OR COPPER PIPE.

3. DOMESTIC WATER SUPPLY PIPING LOCATED BELOW THE SLAB-ON-GRADE LESS THAN 2" SHALL BE TYPE "K" COPPER LINES

6" AND LARGER SHALL BE STAINLESS STEEL (ASTM 312)

4. THREADED FITTINGS ON GALVANIZED STEEL PIPING SHALL BE 150# CLASS GALVANIZED MALLEABLE IRON FITTING

CONFORMING TO ASTM A-197 SPECIFICATION.

5. FURNISH AND INSTALL UNIONS WHERE INDICATED OR AS DEEMED NECESSARY FOR REPAIR OR SERVICE. UNIONS 2" AND

SMALLER SHALL BE STANDARD GROUND JOINT BRASS TO IRON SEAT, MALLEABLE IRON, SCREWED. UNIONS 2-1/2" AND

LARGER SHALL BE STANDARD CAST IRON FLANGED UNIONS 125# CLASS.

6. DOMESTIC HOT WATER SUPPLY AND RETURN PIPING SHALL BE INSULATED WITH ONE OF THE FOLLOWING:

A. 1" THICK PREFORMED FIBERGLASS WITH "K" FACTOR OF 0.23 MAXIMUM AT 75°F. MEAN TEMPERATURE. JACKET TO

BE FACTORY APPLIED KRAFT PAPER WITH VAPOR BARRIER.

B. 1" THICK MOLDED RIGID PHENOLIC FOAM WITH "K" FACTOR OF 0.23 MAXIMUM AT 78°F MEAN TEMPERATURE WITH

FACTORY APPLIED LAMINATED ALUMINUM FOILAND WHITE KRAFT PAPER VAPOR BARRIER JACKET.

9. DOMESTIC COLD WATER PIPING SHALL BE INSULATED WITH:

A. 1/2" THICK INSULATION FOR PIPING UP TO 1-1/4" DIAMETER.

B. 1" THICK INSULATION FOR PIPING LARGER THAN 1-1/2" DIAMETER.

10. HANGERS SHALL BE OF STANDARD WEIGHT STEEL OR IRON ROD AND RING OR CLEVIS TYPE. SEE DETAIL.

1. DISINFECTION OF POTABLE WATER SYSTEM SHALL BE AT THE VERY MINIMUM AS DESCRIBED BELOW IN ITEMS A THRU

D, OR THE MOST AGRESSIVE SYSTEM REQUIRED BY THE FOLLOWING FOR CITED AUTHORITIES:

NEW POTABLE WATER SYSTEMS SHALL BE PURGED OF DELETERIOUS MATTER AND DISINFECTED PRIOR TO UTILIZATION. THE

METHOD TO BE FOLLOWED SHALL BE THAT PRESCRIBED BY THE HEALTH AUTHORITY HAVING JURISDICTION OR, IN

THE ABSENCE OF A PRESCRIBED METHOD, THE PROCEDURE DESCRIBED IN EITHER AWWA C651 OR AWWA C652

LISTED IN CHAPTER 19, AND AS DESCRIBED IN THE VA SPECIFICATION SECTION. THIS REQUIREMENT SHALL APPLY TO

"ONSITE" OR "IN-PLANT" FABRICATION OF A SYSTEM OR TO A MODULAR PORTION OF A SYSTEM.

A. THE PIPE SYSTEM SHALL BE FLUSHED WITH CLEAN, POTABLE WATER UNTIL DIRTY WATER DOES NOT APPEAR

AT THE POINTS OF OUTLET.

B. THE SYSTEM OR PART THEREOF SHALL BE FILLED WITH A WATER/CHLORINE SOLUTION AT LEAST 50 PARTS

PER MILLION (50 mg/l) OF CHLORINE, AND THE SYSTEM OR PART THEREOF SHALL BE VALVED OFF AND

ALLOWED TO STAND FOR 24 HOURS; OR THE

SYSTEM OR PART THEREOF SHALL BE FILLED WITH A WATER CHLORINE SOLUTION AT LEAST 200 PARTS PER MILLION (200mg/l)

OF CHLORINE AND ALLOWED TO STAND FOR 3 HOURS. FOLLOWING THE REQUIRED STANDING TIME, THE

SYSTEM SHALL BE FLUSHED.

C. THE SYSTEM SHALL BE FLUSHED WITH CLEAN POTABLE WATER UNTIL THE CHLORINE IS PURGED FROM THE

SYSTEM.

D. THE PROCEDURE SHALL BE REPEATED WHERE SHOWN BY A BACTERIOLOGICAL EXAMINATION THAT

CONTAMINATION REMAINS PRESENT IN THE SYSTEM.

2. PIPING SERVICE MARKING:

VINYL CLOTH PRESSURE SENSITIVE MARKERS BLACK LETTER ON WHITE BACKGROUND

A. PIPES 3" AND LARGER SPACING 30'-0" O.C. PIPES 2 1/2" AND SMALLER SPACING 20'-0" O.C.

B. INSTALL DIRECTIONAL ARROWS ON ALL PIPING AT SAME SPACING.

3. CONTRACTOR TO VERIFY IN FIELD AND PROVIDE EXTENSIONS REQUIRED TO ADJUST ALL FIXTURES TO GRADE LEVEL

TO MAINTAIN INVERTS AS DETERMINED BY ALL FIXTURES RELATED (GREASE TRAPS, MAN HOLES, ETC.).

4. PROVIDE EXTERIOR ACCESS TO ISOLATION VALVES FOR HOT AND COLD WATER SUPPLY CUTOF F.

A.F.F. ABOVE FINISH FLOOR

1. ALL SUSPENDED HORIZONTAL PIPING SHALL BE SUPPORTED BY HANGERS SPACED NO FURTHER

THAN 8'-0" APART. NO PIPING SHALL BE SELF-SUPPORTING NOR BE SUPPORTED FROM EQUIPMENT

CONNECTIONS.

2. ALL PARALLEL PIPES (TWO(2) OR MORE) SHALL BE SUPPORTED ON A CHANNEL TYPE TRAPEZE

HANGER.

3. SUPPORTS AND HANGERS SHALL BE INSTALLED TO PERMIT FREE EXPANSION AND CONTRACTION IN

PIPING SYSTEMS UNLESS PIPE REQUIRES FIRM ANCHOR CONTROL.

4. HORIZONTAL SOIL OR WASTE LINES SHALL BE AT A SLOPE OF NOT LESS THAN 1/8" PER FOOT AND

SHALL BE HELD CLOSE TO THE CONSTRUCTION TO MAINTAIN A MAXIMUM OF HEAD ROOM. ALL

CHANGES OF DIRECTION AND JUNCTIONS SHALL BE MADE WITH "Y" FITTINGS AND 1/8" BENDS. NO

LINES OF ANY KIND SHALL BE LOCATED BELOW FREEZERS. ALL DRAIN LINES SHALL BE PROTECTED

FROM FREEZING.

5. HOT AND COLD WATER PIPING SHALL BE PROPERLY PITCHED TO LOW POINTS IN THE SYSTEM

WHERE DRAINS SHALL BE INSTALLED.

6. CLEANOUTS SHALL BE PLACED AT ALL DEAD ENDS, AT CHANGES OF DIRECTION, AT 50'-0" INTERVALS

ON HORIZONTAL RUNS, OUT OF HIGH TRAFFIC AREAS, (NOT UNDER CASES) ETC. WHERE

CLEANOUTS OCCUR IN CONCEALED SPACES, THEY SHALL BE PROVIDED WITH EXTENSIONS TO

FLOOR ABOVE OR TO WALLS. A HAND-HOLE TEST TEE SHALL BE PLACED AT THE BASE OF EACH

STACK.

7. VENT STACKS EXTENDING UP THROUGH THE ROOF SHALL BE FLASHED WITH SIX POUND SHEET

LEAD. FLASHING SHALL EXTEND 12" IN ALL DIRECTIONS FROM THE VENT, CARRIED OVER AND

TURNED DOWN THE INSIDE OF THE VENT. ALL SEAMS AND JOINTS OF FLASHING SHALL BE

SOLDERED AND PROVEN WEATHERTIGHT. EXTEND VENTS A MIN. OF 12" ABOVE ROOF, AND 30" AWAY

FROM PARAPET.

8. ALL SUPPLY PIPING TO BE RUN OVERHEAD, UNLESS NOTED OTHERWISE.

9. ALL SUPPLY PIPING TO BE A MINIMUM OF 3/4" DIA.

10. EACH FIXTURE WILL HAVE A 1/2" X 12" AIR CHAMBER.

11. PROVIDE SERVICE VALVE AT BRANCHES AND AT ALL APPLIANCES.

12. ALL FIXTURES WILL BE FURNISHED WITH INTEGRAL STOPS.

13. ALL FLOOR DRAINS AND FIXTURES TO BE VENTED IN ACCORDANCE WITH ALL LOCAL, STATE AND

FEDERAL CODES AND REGULATIONS.

14. ALL HORIZONTAL VENT PIPING SHALL BE RUN ABOVE FINISHED CEILINGS AND SLOPED UP TOWARD

MAIN STACK.

15. THE PLUMBING CONTRACTOR WILL NOT INSTALL COMBUSTIBLE PIPING MATERIAL IN OR THROUGH

FIRE RATED ASSEMBLIES.

16. HORIZONTAL DRAINAGE PIPING SHALL BE PITCHED NOT LESS THAN 1/4" PER FOOT FOR PIPING 3"

DIA. AND UNDER.

17. HORIZONTAL DRAINAGE PIPING SHALL BE PITCHED NOT LESS THEN 1/8" PER FOOT FOR PIPING 4"

DIA. AND OVER.

18. ALL EQUIPMENT DEVICES SHALL BE INSTALLED WITH UNIONS IN SUCH A MANNER TO FACILITATE

EASY REMOVAL AND MAINTENANCE OF EQUIPMENT WITHOUT DISRUPTING SERVICE AND CAUSING

MAJOR PIPING REVISIONS.

DISCIPLINE SPECIFIC

MATERIALS

SEE ALL PROJECT GENERAL NOTES AND OTHER REQUIREMENTS INCLUDING THE LIFE SAFETY AND INFECTION CONTROL

REQUIREMENTS LOCATED WITHIN THE GENERAL DRAWINGS SECTION. COMPLY WITH ALL REQUIREMENTS AS THEY ARE A

DIRECT PART OF THIS SECTION AND AS IF THEY WERE DIRECTLY INCLUDED AND PROVIDED BELOW.

EQUIVALENCY SUBSTITUTIONS: THE “BASIS OF DESIGN (BOD) PROTOCOLS” ARE TO BE FOLLOWED FOR ALL EQUIPMENT, MATERIALS AND ASSEMBLIES SPECIFIED AND DETAILED THROUGHOUT ALL DRAWINGS AND SPECIFICATION SECTIONS, WHETHER THE BOD DESIGNATE IS SPECIFICALLY REFERENCED THEREIN OR NOT. SEE THE GENERAL DRAWINGS SECTION

FOR THE FULL BOD EQUIVALENCY SUBSTITUTION REQUIREMENTS AND PROTOCOLS TO BE FOLLOWED.

1. THIS CONTRACTOR SHALL REVIEW ENTIRE SET OF CONTRACT DOCUMENTS: INCLUDING BUT NOT NECESSARILY

LIMITED TO ALL ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING, FIRE PROTECTION, AND ELECTRICAL

DRAWINGS AND ENTIRE PROJECT SPECIFICATIONS. THIS CONTRACTOR SHALL ACKNOWLEDGE AND INCLUDE IN THE

SCOPE OF WORK (CONTRACT) ALL CONDITIONS PERTINENT TO THE COMPLETION OF HIS WORK. THIS CONTRACTOR

SHALL FULLY COORDINATE HIS/HER WORK WITH THE INSTALLATION OF WORK BY OTHER TRADES AND MAKE

NECESSARY FIELD ADJUSTMENTS AS REQUIRED TO ACCOMMODATE THE INSTALLATION. ALL OF THE ABOVE SHALL

BE INCLUDED IN THE SCOPE OF WORK.

2. THIS CONTRACTOR SHALL CAREFULLY EXAMINE THE DRAWINGS AND SPECIFICATIONS, VISIT THE SITE OF THE

WORK AND FULLY INFORM THEMSELVES AS TO ALL CONDITIONS AND MATTERS THAT CAN, IN ANY WAY, AFFECT

THE WORK OR THE COST THEREOF. SHOULD THIS CONTRACTOR FIND DISCREPANCIES IN, OR OMISSIONS FROM

THE DRAWINGS, SPECIFICATIONS OR OTHER DOCUMENTS, OR BE IN DOUBT AS TO THEIR MEANING, NOTIFY THE

VA/CO AT ONCE, IN WRITING, OF ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AND NEW WORK, OR

BETWEEN THEIR WORK AND THE WORK OF OTHER TRADES AND OBTAIN CLARIFICATION PRIOR TO SUBMITTING ANY

BID. LACK OF SUCH NOTIFICATION SHALL BE CONSTRUED AS TO INDICATE NO DISCREPANCIES OR CONFLICTS

EXIST.

3. THE DRAWINGS INDICATE DIAGRAMMATICALLY THE INTENT, GENERAL CHARACTER, REQUIREMENTS AND LOCATION

OF THE WORK SHOWN AND INCLUDED. THE WORK INDICATED, BUT HAVING MINOR DETAILS OBVIOUSLY OMITTED, SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE VA/GOVERNMENT.

4. THE CONTRACTOR IS REQUIRED TO BID, AS SPECIFIED, THE WORK SHOWN ON THE DRAWINGS AND PROVIDED IN

THE SPECIFICATIONS WITHOUT DEVIATION, WITH THE EXCEPTION OF ANY BASIS OF DESIGN (BOD) EQUIVALENCY

SUBSTITUTIONS. THESE REQUESTED SUBSTITUTIONS WILL NEED TO BE IDENTIFIED, SUBMITTED AND APPROVED

BY THE VA/CO AND SHALL BE IN FULL COMPLIANCE WITH THE BASIS OF DESIGN COMPLIANCE PROTOCOLS. SEE

GI001.

5. THIS CONTRACTOR IS RESPONSIBLE TO FURNISH AND INSTALL ALL LABOR AND MATERIALS NECESSARY FOR A

COMPLETE SYSTEM. WHERE THERE IS NO MENTION OF THE RESPONSIBLE PARTY FOR A SPECIFIC ITEM TO BE

FURNISHED OR INSTALLED ON THE DRAWINGS, THE DRAWING'S TRADE CONTRACTOR SHALL BE COMPLETELY

RESPONSIBLE FOR ALL RELATED PURCHASES AND LABOR FOR PROVIDING A COMPLETE OPERATING SYSTEM FOR

THIS ITEM.

6. WHEN PERFORMING ANY CUTTING OR PATCHING (RESTORE TO ORIGINAL STATE) ALL BUILDING MATERIALS AND

FINISHES AS REQUIRED TO PROVIDE A FINISHED PRODUCT THAT IS LIKE NEW AND DOESN'T STAND OUT AS BEING

DIFFERENT OR DISTINGUISHABLE AS A PATCH OR REPAIR.

7. THIS CONTRACTOR SHALL VERIFY AND COORDINATE ALL MOUNTING, ARRANGEMENTS, HEIGHTS AND LOCATIONS

PRIOR TO ROUGH-IN AS REQUIRED BY THE VA DESIGN GUIDES/MANUALS ALONG WITH THE EXPRESSED DESIGN

INTENT PRESENTED WITHIN THESE DOCUMENTS.

8. THIS CONTRACTOR SHALL FURNISH AND INSTALL ALL SLEEVES THRU WALLS AND THROUGH FLOORS, INCLUDING

CORING IF REQUIRED.

9. PLUMBING CONTRACTOR SHALL VERIFY EXACT LOCATION OF ALL EXISTING SANITARY, STORM AND WATER SUPPLY

ON THE SITE PRIOR TO THE PERFORMANCE OF ANY WORK.

10. PROVIDE SERVICE VALVES AT ALL BRANCH SUPPLY PIPING. SUCH SERVICE VALVES SHALL BE AS PER THE

SPECIFICATIONS AND IN KEEPING WITH THE VA STANDARDS AND REQUIREMENTS.

11. ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL CURRENT GOVERNING LOCAL, COUNTY, STATE, AND

FEDERAL BUILDING CODE REQUIREMENTS AND REGULATIONS PLUS COMPLIANCE WITH LOCAL UTILITY COMPANY

AND VA REQUIREMENTS.

12. THIS CONTRACTOR SHALL BE LICENSED, BONDED, INSURED AND CAPABLE OF PERFORMING QUALITY

WORKMANSHIP.

13. THIS CONTRACTOR SHALL ESTABLISH SAFE WORKING PROCEDURES FOR THE PROTECTION OF ALL PERSONNEL

THRU ALL PHASES OF WORK, COMPLYING WITH ALL APPLICABLE PROVISIONS OF CITY, STATE, AND FEDERAL

SAFETY LAWS (OSHA) AND AS RECOMMENDED IN THE "MANUAL OF ACCIDENT PREVENTION IN CONSTRUCTION" AS

ISSUED BY THE ASSOCIATION OF GENERAL CONTRACTORS OF AMERICA, INC., 20TH AND E. STREETS, N.W.

WASHINGTON, D.C.

14. THIS CONTRACTOR IS RESPONSIBLE FOR SCHEDULING THE PURCHASE, DELIVERY, RECEIVING, UNLOADING, UNCRATING, STORING, SETTING IN PLACE, AND PROTECTING OF ALL NEW EQUIPMENT AND MATERIALS FURNISHED

BY THIS CONTRACTOR ALONG WITH EQUIPMENT FURNISHED BY THE VA AND INSTALLED BY THIS CONTRACTOR.

PROVIDE PROTECTION FROM DAMAGE BY THE CONSTRUCTION, HANDLING, VANDALISM AND WEATHER DURING ALL

PHASES OF CONSTRUCTION UNTIL COMPLETION OF THE WORK.

15. THIS CONTRACTOR SHALL SUBMIT SHOP DRAWINGS IN THE NUMBERS REQUIRED BY THE SPECIFICATIONS PRIOR

TO THE START OF INSTALLATION FOR VA/COR APPROVAL AND A SUCCESSFUL REVIEW BY THE

ARCHITECT/ENGINEER.

16. THIS CONTRACTOR SHALL FURNISH AS-BUILT CONTRACT DOCUMENTS TO THE VA/COR BEFORE FINAL PROJECT

CLOSE-OUT CAN OCCUR. THE CONTRACT RECORD AS-BUILT DOCUMENTS SHALL BE PROVIDED IN ELECTRONIC

REPRODUCIBLE FORM.

17. BEFORE PLACING WATER SYSTEM IN OPERATION, CHLORINATE ENTIRE SYSTEM IN ACCORDANCE WITH THE

REQUIREMENTS OF THE SPECIFICATIONS AND IN CONJUNCTION WITH ALL LOCAL, STATE AND FEDERAL PLUMBING

CODES ALONG WITH ALL REQUIREMENTS OF THE VA, BOTH FEDERAL AND LOCAL. WHEN PROPERLY COMPLETED

AND APPROVED BY THE VA/COR PROVIDE THE SPECIFIED CERTIFICATION(S).

18. ALL NEW SANITARY PIPING SHALL BE GIVEN A FULL STATIC PRESSURE TEST. METHOD OF TEST AND

REQUIREMENTS TO BE MET SHALL BE AS PER THE SPECIFICATIONS AND IN CONJUNCTION WITH ALL LOCAL, STATE AND FEDERAL CODE REQUIREMENTS ALONG WITH ALL REQUIREMENTS OF THE VA, BOTH FEDERAL AND

LOCAL.

19. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR THE PUMPING AND DRAINING OF TRENCHES OR PITS

NECESSARY FOR THE INSTALLATION OF THEIR WORK.

20. UPON COMPLETION OF THE WORK, THIS CONTRACTOR SHALL REVIEW AND CHECK THE ENTIRE PORTION OF

THEIR WORK, CLEAN EQUIPMENT AND DEVICES, REMOVE SURPLUS MATERIALS AND RUBBISH FROM THE

PROPERTY, LEAVE THE WORK IN NEAT AND CLEAN ORDER, AND PROVIDE A COMPLETED SYSTEM(S) THAT HAS

BEEN FULLY TESTED AND IS IN GOOD WORKING CONDITION. EACH RESPECTIVE CONTRACTOR SHALL BE

RESPONSIBLE FOR THE REMOVAL OF ANY CARTONS, DEBRIS, EQUIPMENT, ETC., INSTALLED BY THIS

CONTRACTOR INCLUDING EQUIPMENT FURNISHED BY OTHERS

BFP BACKFLOW PREVENTER

CI CAST IRON (PIPE)

CO CLEANOUT

CW COLD WATER

105HW 105° HOT WATER

DN DOWN

EL ELEVATION

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

SAN SANITARY

LAV LAVATORY

W.C. WATER CLOSET

MB MOP BASIN

WHA WATER HAMMER ARRESTER

WCO WALL CLEANOUT

TYP. TYPICAL

V VENT

COLD WATER PIPING

HOT WATER PIPING

VENT

RISER DOWN

RISER UP

POINT OF CONNECTION (TO EXISTING)

DIELECTRIC UNION

SHUT-OFF VALVE

BUTTERFLY VALVE

BALL VALVE

CHECK VALVE (DIRECTION OF FLOW)

PLUMBING EQUIPMENT TAG

HOT WATER RETURN PIPING

POINT OF DEMOLITION (OF EXISTING)

TEMPERATURE/PRESSURE

BALANCING MIXING VALVE

EXISTING PIPING TO BE DEMOLISHED

SH SHOWER

TD TRENCH DRAIN

SK SINK

21. ALL EQUIPMENT/DEVICES SHALL BE AND OF FIRST RATE QUALITY (UNLESS OTHERWISE SPECIFIED) AND IS TO BEAR

THE APPROPRIATE NSF, AGA, CSA OR UL APPROVED LABELS, LISTINGS, AND CERTIFICATIONS FOR THE SPECIFIC

DESIGN PURPOSE.

22. THE DRAWINGS, SCHEDULES AND SPECIFICATIONS HAVE BEEN PREPARED USING ONE MANUFACTURER FOR EACH

PIECE OF EQUIPMENT AS THE BASIS OF DESIGN. BEFORE THE CONTRACTOR PURCHASES EQUIPMENT FROM A

SPECIFIED ACCEPTABLE MANUFACTURER, BUT NOT THE SCHEDULED MANUFACTURER USED FOR THE BASE DESIGN, THE CONTRACTOR SHALL BE RESPONSIBLE FOR FULL COMPLIANCE WITH THE PROTOCOLS REQUEST FOR

EQUIVALENCY SUBMISSION AND APPROVAL PROCESS THAT NEEDS TO BE COMPLETED SUCCESSFULLY BEFORE

SUCH A SUBSTITUTION WILL BE ALLOWED TO OCCUR AND BE SUBMITTED VIA THE SHOP DRAWING PROCESS. AS

PART OF THAT PROCESS THE REQUESTING CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING ALL THE

DIMENSIONS OF THE EQUIPMENT TO VERIFY THAT IT WILL FIT IN THE SPACE SHOWN ON THE DRAWINGS. MINOR

DEVIATIONS IN DIMENSIONS WILL BE PERMITTED, PROVIDED THE RATINGS MEET THOSE SHOWN ON THE DRAWINGS

AND EQUIPMENT WILL PHYSICALLY FIT INTO THE SPACE ALLOCATED WITH SUITABLE ACCESS AROUND EQUIPMENT

FOR OPERATION AND MAINTENANCE OF THE EQUIPMENT. WHEN EQUIPMENT SUBMITTED FOR REVIEW DOES NOT

MEET THE PHYSICAL SIZE OR ARRANGEMENT OF THAT SCHEDULED AND SPECIFIED, CONTRACTOR SHALL BE

RESPOSIBLE FOR ANY AND ALL ALTERATIONS REQUIRED TO ACCOMMODATE SUCH EQUIPMENT AT NO ADDITIONAL

COST TO THE V.A. CONTRACTOR WILL ALSO BE RESPONSIBLE FOR ALL ADDITIONAL WORK REQUIRED BY OTHER

CONTRACTORS TO MAKE CHANGES WHICH WOULD ALLOW THE EQUIPMENT TO FIT IN THE SPACE AND FUNCTION AS

INTENDED. SEE FULL BASIS OF DESIGN COMPLIANCE PROTOCOLS ON GI001.

23. GENERAL CONTRACTOR MUST FIELD VERIFY SIZES, CAPACITIES, WEIGHTS, ETC. ON ALL EQUIPMENT.

DISCREPANCIES FROM THE ORIGINAL BASIS OF DESIGN ON THE DRAWINGS WILL NOT CONSTITUTE A BASIS FOR

CHANGE ORDERS. VERIFY WITH VA/COR FOR ANY AND ALL DISCREPANCIES IF THEY EXIST.

24. IN THE CASE OF CONFLICTS OR DISCREPANCIES WITHIN OR AMONG THE CONTRACT DRAWINGS, THE BETTER

QUALITY, MORE STRINGENT REQUIREMENTS OR GREATER QUANTITY AND QUALITY OF WORK, AS DETERMIONED BY

THE GOVERNMENT/CO/COR, SHALL BE PROVIDED.

A.O.R. ARCHITECT OF RECORD

E.O.R. ENGINEER OF RECORD

DRAWING SYMBOLS

DETAIL NUMBER

DRAWING NUMBER WHERE DRAWN

REDUCER OR INCREASER

SIDE CONNECTION

BOTTOM CONNECTION, 45° OR 90°

TOP CONNECTION, 45° OR 90°

CAPPED OUTLET

STRAINER

FCO FLOOR CLEAN OUT

THERMOSTATIC VALVE (HOT WATER RETURN)

HWR HOT WATER RETURN

S SOIL

HB HOSE BIBB

WALL CLEAN OUT

CRP CHEMICAL RESISTANT PIPE

(E) EXISTING

B.F.F. BELOW FINISHED FLOOR

A/E ARCHITECT / ENGINEER

GW GREASE WASTE PIPE

105TWC TEMPERED WATER CIRCULATION RETURN

105R 105° HOT WATER RETURN

130R 130° HOT WATER RETURN

130HW 130° HOT WATER

HW HOT WATER

G NATURAL GAS

GS GLYCOL SUPPLY

GR GLYCOL RETURN

GV NATURAL GAS VENT

PRESSURE REDUCING VALVE

DSO DOWNSPOUT OUTLET

EPDM ETHYLENE PROPYLENE DIENE MONOMER

SPM SINGLE-PLY MEMBRANE

o n e e ig h th in c h o n e fo o t th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A

B

C

D

E

F

Drawing Title Project Title

VA FORM 08-6231

Office of Facilities Management

U.S. Department of Veterans Affairs

STAMP

Date

Location

Building Number Checked Drawn Drawing Number

Project Number

REVIEW ONLY - NOT FOR CONSTRUCTION

Approved: Director

Approved: Associate Director

Approved: Assistant Director

Approved: Assoc. Director for Patient Care Service/Nurse Executive

Approved: Deputy Assoc. Director of Patient Care Services

Approved: Chief of Staff

Approved: Deputy Chief of Staff

Approved: Chief of Engineering

Approved:

Approved:

ARCHITECT/ENGINEER/CONSULTANTS:

Bancroft Project No.

SAVAHCS, TUCSON, AZ 85723

3300 Dundee Road

Northbrook, IL 60062

T: 847.952.9362

05/01/2023PLUMBING - GENERAL NOTES,

SYMBOLS AND ABBREVIATIONS

EXPAND AND RENOVATE

EMERGENCY DEPARTMENT B50

50 JPK MB

50-P001

678-331

19-103

8-

E X

P A

N D

A N

D R

E N

O V

A T

E E

M E

R G

E N

C Y

D E

P A

R T

M E

N T

B

B

ID

S

E T

Revisions: Date:

35% SCHEMATIC DESIGN DEVELOPMENT 08/10/2021

65% DESIGN DEVELOPMENT SUBMISSION 11/29/2021

95% CONSTRUCTION DOCUMENTS SUBMISSION 06/30/2022

100% CONSTRUCTION DOCUMENTS SUBMISSION 10/07/2022

100% CONSTRUCTION DOCUMENTS SUBMISSION 12/7/2022

BID SET 05/01/2023

BID SET

VA FORM 08-6231

Revisions: Date:

BID SET 05/01/2023

1 2 3 4 5 6 7 8 8.3

B B

C C

D D

E E

E.4 E.4

E.2 E.2

G

G

H H

G.7 G.7

F F

3.8 4.6 5.5 6.3

V

HW

CW

HW

3 2

1 1

3 2

HWR

CW

CW

HWR

HW

V

HWR

F.P.

F.P.

F.

P.

HWR

CW

3 3

3 1

A1

DD

EE

21 214

3" C

W

2" H

W

3"V UP

3"V UP

2"V UP

2"V UP

3"V UP

TREATMENT

TREATMENT

TREATMENT

TREATMENT

TREATMENT

TREATMENT

HAC

ORTHOTREATMENT

TREATMENT

TREATMENT

PSYCH

TREATMENT

PSYCH

TREATMENT

OXYGYN

STORAGE

ISOLATION

TREATMENT

CLEAN

LINEN

PSYCH

TREATMENT

ISOLATION

TREATMENT

135 PSYCH

TRIAGE

TRIAGE

TREATMENT

TREATMENT

TRAUMA

ROOM

CORRIDOR

113A

HEICS

STORAGE

ELECTRICAL

ROOM

BIOMED

COMM

CLOSET

(E)

113B

STAFF

TLT/SHWR

PHYSICIANS

AREA

MECHANICAL

ROOM

SOILED

UTILITY

ELEC

SIGNAL

WAITING

CHECK-IN

105A

AOD

STORAGE

TRIAGE

PHYSICIANS

AREA

TREATMENT

MED

ROOM

RADIO

ROOM

AMBULANCE

VESTIBULE

1V2 o n e e ig h th in c h o n e fo o t th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

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Drawing Title Project Title

VA FORM 08-6231

Office of Facilities Management

U.S. Department of Veterans Affairs

STAMP

Date

Location

Building Number Checked Drawn Drawing Number

Project Number

REVIEW ONLY - NOT FOR CONSTRUCTION

Approved: Director

Approved: Associate Director

Approved: Assistant Director

Approved: Assoc. Director for Patient Care Service/Nurse Executive

Approved: Deputy Assoc. Director of Patient Care Services

Approved: Chief of Staff

Approved: Deputy Chief of Staff

Approved: Chief of Engineering

Approved:

Approved:

ARCHITECT/ENGINEER/CONSULTANTS:

Bancroft Project No.

SAVAHCS, TUCSON, AZ 85723

3300 Dundee Road

Northbrook, IL 60062

T: 847.952.9362

05/01/2023PLUMBING - FIRST FLOOR

DEMOLITION PLAN

EXPAND AND RENOVATE

EMERGENCY DEPARTMENT B50

50 JPK MB

50-PD100

678-331

19-103

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N 1/8" = 1'-0"

PLUMBING - FIRST FLOOR DEMOLITION PLAN

0 4' 8' 16'

DEMOLITION GENERAL NOTES

A. CONTRACTOR TO COORDINATE WITH VA COR FOR ALL PLUMBING SERVICE OUTAGES.

B. EXISTING CONDITIONS ARE SHOWN BASED ON INFORMATION OBTAINED FROM FIELD SURVEYS, EXISTING BUILDING DOCUMENTS, AND STAFF. VERIFY EXISTING CONDITIONS AND REPORT ANY

CONFLICTS BEFORE PROCEEDING.

C. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO FINISHES OR COMPONENTS NOT

SCHEDULED FOR DEMOLITION. DAMAGED ITEMS SHALL BE REPLACED OR REPAIRED TO MEEET

OR EXCEED FORMER CONDITIONS.

D. GENERAL CONTRACTOR IS RESPONSIBLE FOR REMOVAL AND REPLACEMENT OF CEILING,

CEILING TILES, AND CEILING GRIDS ASSOCIATED WITH AREAS OF WORK BY ALL CONTRACTORS.

ALL EXISTING MOUNTED ITEMS SHALL BE REMOVED, STORED, AND REINSTALLED IN SAME

LOCATION. COORDINATE WITH OTHER TRADES.

E. PROVIDE TEMPORARY CONNECTIONS TO MAINTAIN SERVICE TO _______ FLOOR FIXTURES

DURING CONSTRUCTION.

F. ABANDONED AND/OR DEAD LEG DOMESTIC WATER PIPING WILL NOT BE ALLOWED AND SHALL BE

REMOVED EVEN IF NOT SHOWN ON DRAWINGS.

G. ALL PENETRATIONS SHALL BE SEALED WITH FIRE PROOFING.

H. ALL DOMESTIC PIPING BEING DEMOLISHED TO MAIN SHALL BE CAPPED AT 1.5X THE DIAMETER OF BRANCH PIPING. NO DEAD END OR STUBS ARE ALLOWED IN DOMESTIC WATER PIPING. ALL DEAD

END PIPING MUST BE CAPPED.

I. REMOVE ALL ASSOCIATED VALVING, CLAMPS, HANGERS, SUPPORTS, ETC., ASSOCIATED WITH

PIPING REMOVAL.

J. CONTRACTOR IS RESPONSIBLE FOR ALL MODIFICATIONS TO THE EXISTING PIPING NECESSARY

TO PERMIT THE INSTALLATION OF NEW WORK.

K. ALL ASSOCIATED PIPING SHALL INCLUDE BUT NOT BE LIMITED TO CW, HW, HWC, SANITARY, AND

VENT PIPING.

L. PATCH AND FILL CONCRETE SLAB WHERE DOMESTIC WATER, SANITARY AND VENT PIPING HAVE

BEEN REMOVED OR PLUGGED.

M. COORDINATE CONCRETE FLOOR SLAB REMOVAL AND REPLACEMENT WORK WITH

ARCHITECTURAL AND STRUCTURAL REQUIREMENTS. NEW CONCRETE FLOOR SLAB WORK SHALL

BE PERFORMED AS EARLY AS POSSIBLE IN THE PROJECT SCHEDULE TO ALLOW FOR THE

PROPER CURING TIME REQUIRED TO RECIEVE THE NEW FLOOR FINISHES.

N. FOR EXISTING FIRE/SMOKE WALLS SEE ARCHITECTURAL DRAWING.

1. DISCONNECT AND REMOVE EXISTING PLUMBING FIXTURE AND PIPING BACK TO SOURCE. CAP

AND LEAVE NO "DEAD ENDS."

2. DISCONNECT AND REMOVE EXISTING PIPING RUNS.

3. PROVIDE CAP OR PLUG ON EXISTING PIPING TO REMAIN. LEAVE NO "DEAD ENDS."

4. EXISTING FIXTURE TO BE RELOCATED.

5. NEW CONNECTION TO BE MADE AT THIS LOCATION. DISCONNECT AND REMOVE EXISTING PIPING

RUNS AS SHOWN DASHED.

DEMOLITION KEY NOTESX

Revisions: Date:

35% SCHEMATIC DESIGN DEVELOPMENT 08/10/2021

65% DESIGN DEVELOPMENT SUBMISSION 11/29/2021

95% CONSTRUCTION DOCUMENTS SUBMISSION 06/30/2022

100% CONSTRUCTION DOCUMENTS SUBMISSION 10/07/2022

100% CONSTRUCTION DOCUMENTS SUBMISSION 12/7/2022

BID SET 05/01/2023

BID SET

VA FORM 08-6231

1 2 3 4 5 6 7 8 8.3

B B

C C

D D

E E

E.4 E.4

E.2 E.2

G

G

H H

G.7 G.7

F F

3.8 4.6 5.5 6.3

EXISTING 4"

EXISTING 6"

BUILDING

SANITARY SEWER

FS-1

3 2

2 2

2 3

21FS-1

FD-1

2 3

FD-1

(E) 6" CW. TO

REMAIN UG.

1 2

1 2

A1

DD

EE

TREATMENT

TREATMENT

TREATMENT

TREATMENT

TREATMENT

123 TREATMENT

HAC

ORTHOTREATMENT

TREATMENT

TREATMENT

PSYCH

TREATMENT

PSYCH

TREATMENT

OXYGYN

STORAGE

ISOLATION

TREATMENT

CLEAN

LINEN

PSYCH

TREATMENT

ISOLATION

TREATMENT

PSYCH

TRIAGE

TRIAGE

TREATMENT

TREATMENT

TRAUMA

ROOM

CORRIDOR

113A

HEICS

STORAGE

ELECTRICAL

ROOM

BIOMED

COMM

CLOSET

(E)

113B

STAFF

TLT/SHWR

PHYSICIANS

AREA

MECHANICAL

ROOM

SOILED

UTILITY

ELEC

SIGNAL

WAITING

CHECK-IN

105A

AOD

STORAGE

TRIAGE

PHYSICIANS

AREA

TREATMENT

MED

ROOM

RADIO

ROOM

AMBULANCE

VESTIBULE

1V2 o n e e ig h th in c h o n e fo o t th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

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B

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B

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Drawing Title Project Title

VA FORM 08-6231

Office of Facilities Management

U.S. Department of Veterans Affairs

STAMP

Date

Location

Building Number Checked Drawn Drawing Number

Project Number

REVIEW ONLY - NOT FOR CONSTRUCTION

Approved: Director

Approved: Associate Director

Approved: Assistant Director

Approved: Assoc. Director for Patient Care Service/Nurse Executive

Approved: Deputy Assoc. Director of Patient Care Services

Approved: Chief of Staff

Approved: Deputy Chief of Staff

Approved: Chief of Engineering

Approved:

Approved:

ARCHITECT/ENGINEER/CONSULTANTS:

Bancroft Project No.

SAVAHCS, TUCSON, AZ 85723

3300 Dundee Road

Northbrook, IL 60062

T: 847.952.9362

05/01/2023PLUMBING - OVERALL

DEMOLITION PLAN,

UNDERGROUND

EXPAND AND RENOVATE

EMERGENCY DEPARTMENT B50

50 JPK MB

50-PD100U

678-331

19-103

8-

E X

P A

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M E

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C Y

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P A

R T

M E

N T

B

B

ID

S

E T

N 1/8" = 1'-0"

PLUMBING - UNDERGROUND DEMOLITION PLAN

UNDERGROUND DEMOLITION

GENERAL NOTES

A. CONTRACTOR TO COORDINATE WITH VA COR FOR ALL PLUMBING SERVICE OUTAGES.

B. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO FINISHES OR COMPONENTS NOT

SCHEDULED FOR DEMOLITION. DAMAGED ITEMS SHALL BE REPLACED OR REPAIRED TO MEEET

OR EXCEED FORMER CONDITIONS

C. EXISTING CONDITIONS ARE SHOWN BASED ON INFORMATION OBTAINED FROM FIELD SURVEYS, EXISTING BUILDING DOCUMENTS, AND STAFF. VERIFY EXISTING CONDITIONS AND REPORT ANY

CONFLICTS BEFORE PROCEEDING.

D. REMOVE ALL ASSOCIATED VALVING, CLAMPS, HANGERS, SUPPORTS, ETC., ASSOCIATED WITH

PIPING REMOVAL.

E. CONTRACTOR IS RESPONSIBLE FOR ALL MODIFICATIONS TO THE EXISTING PIPING NECESSARY

TO PERMIT THE INSTALLATION OF NEW WORK.

F. PATCH AND FILL CONCRETE SLAB WHERE SANITARY AND VENT PIPING HAVE BEEN REMOVED OR

PLUGGED.

G. COORDINATE CONCRETE FLOOR SLAB REMOVAL AND REPLACEMENT WORK WITH

ARCHITECTURAL AND STRUCTURAL REQUIREMENTS. NEW CONCRETE FLOOR SLAB WORK SHALL

BE PERFORMED AS EARLY AS POSSIBLE IN THE PROJECT SCHEDULE TO ALLOW FOR THE

PROPER CURING TIME REQUIRED TO RECIEVE THE NEW FLOOR FINISHES.

H. FINISHED FLOOR EL. XXX'

I. FOR EXISTING FIRE/SMOKE WALLS SEE ARCHITECTURAL DRAWING.

UNDERGROUND DEMOLITION

KEY NOTES

1. DISCONNECT AND REMOVE EXISTING PLUMBING FIXTURE AND PIPING BACK TO SOURCE. CAP

AND LEAVE NO "DEAD ENDS".

2. REMOVE EXISTING PIPING.

3. CAP EXISTING PIPING TO REMAIN. TERMINATE PIPING TO BE REMOVED SO AS TO LEAVE NO

"DEAD ENDS"

4. EXISTING FIXTURE TO BE RELOCATED

X

0 4' 8' 16'

Revisions: Date:

35% SCHEMATIC DESIGN DEVELOPMENT 08/10/2021

65% DESIGN DEVELOPMENT SUBMISSION 11/29/2021

95% CONSTRUCTION DOCUMENTS SUBMISSION 06/30/2022

100% CONSTRUCTION DOCUMENTS SUBMISSION 10/07/2022

100% CONSTRUCTION DOCUMENTS SUBMISSION 12/7/2022

BID SET 05/01/2023

BID SET

VA FORM 08-6231

Tectonic Copyright 2007

T ectonic Cop yright 2007

T ectonic Cop yright 2007

T ectonic Cop yright 2007

Tectonic Copyright 2007

T ectonic Cop yright 2007

T ectonic Cop yright 2007

T ectonic Cop yright 2007 o n e e ig h th in c h o n e fo o t th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A

B

C

D

E

F

Drawing Title Project Title

VA FORM 08-6231

Office of Facilities Management

U.S. Department of Veterans Affairs

STAMP

Date

Location

Building Number Checked Drawn Drawing Number

Project Number

REVIEW ONLY - NOT FOR CONSTRUCTION

Approved: Director

Approved: Associate Director

Approved: Assistant Director

Approved: Assoc. Director for Patient Care Service/Nurse Executive

Approved: Deputy Assoc. Director of Patient Care Services

Approved: Chief of Staff

Approved: Deputy Chief of Staff

Approved: Chief of Engineering

Approved:

Approved:

ARCHITECT/ENGINEER/CONSULTANTS:

Bancroft Project No.

SAVAHCS, TUCSON, AZ 85723

3300 Dundee Road

Northbrook, IL 60062

T: 847.952.9362

05/01/2023PLUMBING - PHASING PLANS EXPAND AND RENOVATE

EMERGENCY DEPARTMENT B50

50 JPK TH

50-P002

678-331

19-103

8-

E X

P A

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A N

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M E

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P A

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B

B

ID

S

E T

N 1/16" = 1'-0"

PLUMBING - UNDERGROUND - PHASE 1

N 1/16" = 1'-0"

PLUMBING - UNDERGROUND - PHASE 2 DEMOLITION

N 1/16" = 1'-0"

PLUMBING - UNDERGROUND - PHASE 2 NEW CONSTRUCTION

SANITARY & STORM SYSTEM – PHASE 1 DEMOLITION AND INSTALLATION

1. EXISTING SANITARY SYSTEM IN EXISTING BUILDING TO REMAIN.

2. INSTALL NEW SANITARY AND VENT PIPING TO SERVE NEW

SYSTEM IN NEW ADDITION.

3. CONNECT NEW BUILDING SANITARY AND STORM SEWERS

(DRAINS WITHIN 5’-0” OF BUILDING WALL).

4. INSTALL A NEW 4” SANITARY STUB RUNNING SOUTH TO LOCATION

OF PHASE 2 WORK. THIS STUB SHALL BE USED FOR THE

DISCHARGE FROM PHASE 2.

5. CONNECTION FOR SANITARY AND STORM BEYOND 5'-0"

EXTERIOR TO THE CITY SEWAGE. SEE CIVIL DRAWINGS.

6. TEST AND ACTIVATE NEW ADDITION SANITARY, STORM, AND VENT

SYSTEMS.

SANITARY & STORM SYSTEM – PHASE 2 DEMOLITION

1. DISCONNECT AND REMOVE EXISTING SANITARY AND VENT

SYSTEMS IN PHASE 2 AREA.

2. CONNECT NEW 4” LINE SERVING NEW SANITARY SYSTEM IN

PHASE 2 TO EXISTING 4” SANITARY STUB TO NEW ADDITION

BUILDING SYSTEM.

3. TEST AND ACTIVATE NEW ADDITION SANITARY, STORM, AND VENT

SYSTEMS.

SANITARY & STORM SYSTEM – PHASE 2 NEW INSTALLATION

1. CONNECT NEW 4” LINE SERVING NEW SANITARY SYSTEM IN

PHASE 2 TO EXISTING 4” SANITARY STUB TO NEW ADDITION

BUILDING SYSTEM CONSTRUCTED IN PHASE 1.

2. TEST AND ACTIVATE NEW ADDITION SANITARY, STORM, AND VENT

SYSTEMS.

Revisions: Date:

95% CONSTRUCTION DOCUMENTS SUBMISSION 06/30/2022

100% CONSTRUCTION DOCUMENTS SUBMISSION 10/07/2022

100% CONSTRUCTION DOCUMENTS SUBMISSION 12/7/2022

BID SET 05/01/2023

BID SET

VA FORM 08-6231

T ectonic Cop yright 2007

T ectonic Cop yright 2007

Tectonic Copyright 2007

T ectonic Cop yright 2007

T ectonic Cop yright 2007

T ectonic Cop yright 2007

Tectonic Copyright 2007

T ectonic Cop yright 2007

T ectonic Cop yright 2007

T ectonic Cop yright 2007

Tectonic Copyright 2007

T ectonic Cop yright 2007

T ectonic Cop yright 2007

T ectonic Cop yright 2007 o n e e ig h th in c h o n e fo o t th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A

B

C

D

E

F

Drawing Title Project Title

VA FORM 08-6231

Office of Facilities Management

U.S. Department of Veterans Affairs

STAMP

Date

Location

Building Number Checked Drawn Drawing Number

Project Number

REVIEW ONLY - NOT FOR CONSTRUCTION

Approved: Director

Approved: Associate Director

Approved: Assistant Director

Approved: Assoc. Director for Patient Care Service/Nurse Executive

Approved: Deputy Assoc. Director of Patient Care Services

Approved: Chief of Staff

Approved: Deputy Chief of Staff

Approved: Chief of Engineering

Approved:

Approved:

ARCHITECT/ENGINEER/CONSULTANTS:

Bancroft Project No.

SAVAHCS, TUCSON, AZ 85723

3300 Dundee Road

Northbrook, IL 60062

T: 847.952.9362

05/01/2023PLUMBING - PHASING PLANS EXPAND AND RENOVATE

EMERGENCY DEPARTMENT B50

50 JPK TH

50-P003

678-331

19-103

8-

E X

P A

N D

A N

D R

E N

O V

A T

E E

M E

R G

E N

C Y

D E

P A

R T

M E

N T

B

B

ID

S

E T

N 1/16" = 1'-0"

PLUMBING - UNDERGROUND - PHASE 3 DEMOLITION

N 1/16" = 1'-0"

PLUMBING - UNDERGROUND - PHASE 3 NEW CONSTRUCTION

N 1/16" = 1'-0"

PLUMBING - UNDERGROUND - PHASE 4 DEMOLITION

N 1/16" = 1'-0"

PLUMBING - UNDERGROUND - PHASE 4 NEW CONSTRUCTION

SANITARY & STORM SYSTEM – PHASE 3 DEMOLITION

1. DISCONNECT AND REMOVE EXISTING SANITARY AND VENT

SYSTEMS IN PHASE 3 AREA.

SANITARY & STORM SYSTEM – PHASE 3 NEW INSTALLATION

1. INSTALL AND CONNECT NEW SANITARY AND VENT SYSTEM

SHOWN IN PHASE 3.

2. TEST AND ACTIVATE NEW ADDITION SANITARY, STORM, AND VENT

SYSTEMS.

SANITARY & STORM SYSTEM – PHASE 4 DEMOLITION

1. DISCONNECT AND REMOVE EXISTING SANITARY AND VENT

SYSTEMS IN PHASE 4 AREA.

SANITARY & STORM SYSTEM – PHASE 4 NEW INSTALLATION

1. INSTALL AND CONNECT NEW SANITARY AND VENT SYSTEM

SHOWN IN PHASE 4.

2. TEST AND ACTIVATE NEW ADDITION SANITARY, STORM, AND VENT

SYSTEMS.

Revisions: Date:

95% CONSTRUCTION DOCUMENTS SUBMISSION 06/30/2022

100% CONSTRUCTION DOCUMENTS SUBMISSION 10/07/2022

100% CONSTRUCTION DOCUMENTS SUBMISSION 12/7/2022

BID SET 05/01/2023

BID SET

VA FORM 08-6231

T ectonic Cop yright 2007

T ectonic Cop yright 2007

Tectonic Copyright 2007

T ectonic Cop yright 2007

T ectonic Cop yright 2007

T ectonic Cop yright 2007 o n e e ig h th in c h o n e fo o t th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A

B

C

D

E

F

Drawing Title Project Title

VA FORM 08-6231

Office of Facilities Management

U.S. Department of Veterans Affairs

STAMP

Date

Location

Building Number Checked Drawn Drawing Number

Project Number

REVIEW ONLY - NOT FOR CONSTRUCTION

Approved: Director

Approved: Associate Director

Approved: Assistant Director

Approved: Assoc. Director for Patient Care Service/Nurse Executive

Approved: Deputy Assoc. Director of Patient Care Services

Approved: Chief of Staff

Approved: Deputy Chief of Staff

Approved: Chief of Engineering

Approved:

Approved:

ARCHITECT/ENGINEER/CONSULTANTS:

Bancroft Project No.

SAVAHCS, TUCSON, AZ 85723

3300 Dundee Road

Northbrook, IL 60062

T: 847.952.9362

05/01/2023PLUMBING - PHASING PLANS EXPAND AND RENOVATE

EMERGENCY DEPARTMENT B50

50 JPK TH

50-P004

678-331

19-103

8-

E X

P A

N D

A N

D R

E N

O V

A T

E E

M E

R G

E N

C Y

D E

P A

R T

M E

N T

B

B

ID

S

E T

N 1/16" = 1'-0"

PLUMBING - UNDERGROUND - PHASE 5 DEMOLITION

N 1/16" = 1'-0"

PLUMBING - UNDERGROUND - PHASE 5 NEW CONSTRUCTION

SANITARY & STORM SYSTEM – PHASE 5 DEMOLITION

1. DISCONNECT AND REMOVE EXISTING SANITARY AND VENT

SYSTEMS IN PHASE 5, NORTH AREA.

2. UPON COMPLETION OF NORTH AREA, DISCONNECT AND REMOVE

EXISTING SANITARY AND VENT SYSTEMS IN PHASE 5, SOUTH

AREA.

SANITARY & STORM SYSTEM – PHASE 5 NEW INSTALLATION

1. INSTALL AND CONNECT NEW SANITARY AND VENT SYSTEM

SHOWN IN PHASE 5, NORTH AREA.

2. UPON COMPLETION OF PHASE 5, NORTH AREA INSTALLATION,

AND DEMOLITION OF PHASE 5, SOUTH AREA, INSTALL AND

CONNECT NEW SANITARY AND VENT SYSTEM SHOWN IN PHASE 5,

SOUTH AREA.

3. TEST AND ACTIVATE NEW ADDITION SANITARY, STORM, AND VENT

SYSTEMS.

Revisions: Date:

95% CONSTRUCTION DOCUMENTS SUBMISSION 06/30/2022

100% CONSTRUCTION DOCUMENTS SUBMISSION 10/07/2022

100% CONSTRUCTION DOCUMENTS SUBMISSION 12/7/2022

BID SET 05/01/2023

BID SET

VA FORM 08-6231