09 - Drawings - Plumbing.pdf

PLUMBING GENERAL NOTES PLUMBING MATERIALS AND PROCEDURES NOTES PLUMBING SYMBOL LIST

SYMBOLPROCEDURES: DESCRIPTION

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

2. 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.

3. THE BASIS OF DESIGN FOR VALVES SHALL BE MANUFACTURED BY CRANE, STOCKHAM. VALVE NUMBERS INDICATED HERE ARE CRANE. GATE VALVES, 2" AND SMALLER, #428. GLOBE VALVE, 2" AND SMALLER #7. CHECK VALVE, 2" AND SMALLER, #36.

VALVES ARE SUITABLE FOR IRON OR STEEL PIPE ONLY. IF COPPER PIPING IS USED, MODIFY VALVE NUMBERS AS REQUIRED AND SUBMIT PROPER VALVES FOR VA/COR APPROVAL. REFER TO SPECIFICATION SECTION 22 05 23 GENERAL DUTY VALVES.

4. THE BASIS OF DESIGN FOR PIPE INSULATION AT ALL PIPE HANGERS SHALL CONSIST OF INSUL-SHIELD FIBERGLASS PIPE

SUPPORTS AS MANUFACTURED BY INSUL-COUSTIC.

5. HANGERS SHALL BE OF STANDARD WEIGHT STEEL OR IRON ROD AND RING OR CLEVIS TYPE. SEE 4/P501 FOR PIPE

HANGER DETAIL.

AD AREA DRAIN

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. 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.

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

FIRE RATED ASSEMBLIES.

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

AND UNDER.

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

AND OVER.

9. 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.

MATERIALSSEE 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. CONTRACTOR SHALL X-RAY AREAS TO DETERMINED LOCATION OF RE-INFORCEMENT.

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

PIPING 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. 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. ADD REPORT TO THE SUBMITTAL REGISTER.

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

NECESSARY FOR THE INSTALLATION OF THEIR WORK.

19. 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

CI CAST IRON (PIPE)

CO CLEANOUT

DN DOWN

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

SAN SANITARY PIPING

WCO WALL CLEANOUT

TYP. TYPICAL

RISER DOWN

RISER UP

POINT OF CONNECTION (TO EXISTING)

SHUT-OFF VALVE

BALL VALVE

CHECK VALVE (DIRECTION OF FLOW)

PLUMBING EQUIPMENT TAG

POINT OF DEMOLITION (OF EXISTING)

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.

REDUCER OR INCREASER

FCO FLOOR CLEAN OUT

WALL CLEAN OUT

(E) EXISTING

B.F.F. BELOW FINISHED FLOOR

A/E ARCHITECT / ENGINEER

WCO

ST STORM PIPING

A.F.F. ABOVE FINISH FLOOR

SP SUMP PUMP

PD PUMPED DRAIN

(D) DEMO

UG UNDERGROUND

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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ISSUE FOR BIDOffice of Construction and Facilities Management

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/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

PARKING RAMP EXPANSION

3495 BAILEY AVE., BUFFALO, NY 14215

528-18-375

Project Director

Revisions: Date:

www. bancroft-ae.com

3300 Dundee Rd.

Northbrook, IL 60062

T: 847.952.9362

08-09-2024

ISSUE FOR BID 08-09-2024

AutoCAD SHX Text

PLUMBING - GEN NOTES ABBREVIATIONS AND SYMBOLS

AutoCAD SHX Text

RH

AutoCAD SHX Text

HS

AutoCAD SHX Text P001 cverdu Image

UP

VAN

VANVANVAN VAN

VAN

D

C

B

A.3

A.2

A

1 1.7 2 9 9.4 10

1 2 3 4 5 6 7 8 9 10 11.8

C

D

C

B

A.3

A.2

A

1 1.7 2 9 9.4 10

1 2 3 4 5 6 7 8 9 10

C

B.9

10.1 11

C.3

C.2

B.6

(E)10"ST UG

(E)6"ST RISER

(E)8"ST UG

(E)8"ST UG

(E)4"ST UG

(E)4"ST UG

(E)8"ST UG

(E)8"ST UG

(E)6"ST UG(E)10"ST UG

(E)4"ST UG

(E)4"ST UG

(E)6"ST RISER

(E)8"ST UG

(E)8"ST UG

(E)6"ST RISER

(E)4"ST RISER

(E)6"ST UG

(E)4"ST RISER

(E)6"ST UG

(E)12"ST UG

(E)6"ST RISER

PLUMBING DEMOLITION KEY NOTESX

1. EXISTING UNDERFLOOR STORM PIPING TO REMAIN AS IS.

2. EXISTING RISER TO REMAIN AS IS.

3. TRENCH FLOOR AND CUT EXISTING STORM PIPING AS SHOWN.

READY PIPING FOR RECONNECTION TO NEW.

A. ALL WORK IMPACTING LEVEL 3 SHALL BE DONE OFF-HOURS TO

MINIMIZE SHUT DOWN OF THIS AREA.

B. ALL ASSOCIATED PIPING INCLUDING BUT IS NOT LIMITED TO THE

FOLLOWING SYSTEMS: STORM PIPING.

C. ALL SHUTDOWNS WILL REQUIRE A MINIMUM OF 30 DAYS ADVANCE

NOTICE. COORDINATE ALL PLUMBING SERVICE

OUTAGES/SHUTDOWNS WITH VA COR.

D. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO

FINISHES OR COMPONENTS NOT SCHEDULED FOR DEMOLITION.

DAMAGED ITEMS SHALL BE REPLACED OR REPAIRED TO MEET

EXCEED FORMER CONDITIONS.

E. PATCH AND FILL CONCRETE SLAB WHERE STORM PIPING HAS BEEN

REMOVED.

F. PIPING AND EQUIPMENT SHOWN ON THIS DRAWING WAS BASED ON

AS-BUILT DOCUMENTATION PROVIDED BY THE VA AND A CURSORY

ON SITE REVIEW OF EXISTING CONDITIONS. IF IT IS DISCOVERED

THAT ANY PIPING OR EQUIPMENT, INDICATED TO BE DEMOLISHED,

SERVES OTHER AREAS BEYOND THIS PROJECT SCOPE, THE

CONTRACTOR MUST BE IMMEDIATELY STOP DEMOLITION OF SAID

PLUMBING PIPING, NOTIFY THE COR AND ENGINEER AND WAIT FOR

FURTHER INSTRUCTIONS.

PLUMBING DEMOLITION GENERAL NOTES

(E)12"ST UG

INCOMING SERVICE

1 (E)12"ST UG

INCOMING SERVICE

(E)CO 1

(E)CO1

(E)CO1

(E)CO1

(E)CO1

(E)CO

(E)CO 1 (E)CO1

(E)CO1

(E)CO 1

(E)FD

1(E)FD

(E)CO1

(E)FD 1

(E)FD 1

(E)FD1

(E)FD

(E)FD

LEVEL 1

LEVEL 2

LEVEL 3

(NEW ADDITION)

LEVEL 4

(NEW ADDITION)

LEVEL 5

LEVEL 4

LEVEL 5

WEST

MEDICAL

CENTER

PARKING

GARAGE

PARKING

GARAGE

PARKING

GARAGE

PARKING

GARAGE

PARKING

GARAGE

LEVEL 0

MED. CENTER

STAIR /

ELEV.

STAIR /

ELEV.

STAIR /

ELEV.

STAIR /

ELEV.

STAIR /

ELEV.

SOUTH

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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9:

P M

ISSUE FOR BIDOffice of Construction and Facilities Management

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/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

PARKING RAMP EXPANSION

3495 BAILEY AVE., BUFFALO, NY 14215

528-18-375

Project Director

Revisions: Date:

www. bancroft-ae.com

3300 Dundee Rd.

Northbrook, IL 60062

T: 847.952.9362

08-09-2024

ISSUE FOR BID 08-09-2024

AutoCAD SHX Text

RAMP UP

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ELECTRIC

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STORAGE

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ELVR

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PARKING GARAGE

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NEW STAIR / ELEVATOR TOWER

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NTS

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ISOMETRIC DIAGRAM

AutoCAD SHX Text N

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AutoCAD SHX Text 4'

AutoCAD SHX Text 8'

AutoCAD SHX Text 16'

AutoCAD SHX Text 32'

AutoCAD SHX Text 1/16"=1'-0"

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STORM PIPING DEMOLITION PLAN - LEVEL 1

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PLUMBING - STORM PIPING DEMO PLAN - LEVEL 1

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RH

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HS

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PFPD101

DN

UP

DN

DN

D

C

B

A.3

A.2

A

1 1.7 2 9 9.4 10

1 2 3 4 5 6 7 8 9 10

C

D

C

B

A.3

A.2

A

1 1.7 2 9 9.4 10

1 2 3 4 5 6 7 8 9 10

C

VAN

VAN

(E)6"ST RISER

(E)6"ST RISER

(E)6"ST RISER

(E)4"ST RISER (E)6"ST RISER

(E)4"ST RISER

PLUMBING DEMOLITION KEY NOTESX

1. EXISTING FLOOR DRAIN TO REMAIN AS IS.

2. EXISTING RISER TO REMAIN AS IS.

1 1

A. ALL WORK IMPACTING LEVEL 3 SHALL BE DONE OFF-HOURS TO

MINIMIZE SHUT DOWN OF THIS AREA.

B. ALL ASSOCIATED PIPING INCLUDING BUT IS NOT LIMITED TO THE

FOLLOWING SYSTEMS: STORM PIPING.

C. ALL SHUTDOWNS WILL REQUIRE A MINIMUM OF 30 DAYS ADVANCE

NOTICE. COORDINATE ALL PLUMBING SERVICE

OUTAGES/SHUTDOWNS WITH VA COR.

D. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO

FINISHES OR COMPONENTS NOT SCHEDULED FOR DEMOLITION.

DAMAGED ITEMS SHALL BE REPLACED OR REPAIRED TO MEET

EXCEED FORMER CONDITIONS.

E. PATCH AND FILL CONCRETE SLAB WHERE STORM PIPING HAS BEEN

REMOVED.

F. PIPING AND EQUIPMENT SHOWN ON THIS DRAWING WAS BASED ON

AS-BUILT DOCUMENTATION PROVIDED BY THE VA AND A CURSORY

ON SITE REVIEW OF EXISTING CONDITIONS. IF IT IS DISCOVERED

THAT ANY PIPING OR EQUIPMENT, INDICATED TO BE DEMOLISHED,

SERVES OTHER AREAS BEYOND THIS PROJECT SCOPE, THE

CONTRACTOR MUST BE IMMEDIATELY STOP DEMOLITION OF SAID

PLUMBING PIPING, NOTIFY THE COR AND ENGINEER AND WAIT FOR

FURTHER INSTRUCTIONS.

PLUMBING DEMOLITION GENERAL NOTES

(NEW ADDITION)

LEVEL 4

LEVEL 4

LEVEL 5

WEST

MEDICAL

CENTER

PARKING

GARAGE

PARKING

GARAGE

PARKING

GARAGE

PARKING

GARAGE

ELEV.

STAIR /

ELEV.

STAIR /

ELEV.

STAIR /

ELEV.

STAIR /

ELEV.

SOUTH

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

K:

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9:

P M

ISSUE FOR BIDOffice of Construction and Facilities Management

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/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

PARKING RAMP EXPANSION

3495 BAILEY AVE., BUFFALO, NY 14215

528-18-375

Project Director

Revisions: Date:

www. bancroft-ae.com

3300 Dundee Rd.

Northbrook, IL 60062

T: 847.952.9362

08-09-2024

ISSUE FOR BID 08-09-2024

AutoCAD SHX Text F.D.

AutoCAD SHX Text

RAMP UP

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RAMP DN

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PARKING GARAGE

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NEW STAIR / ELEVATOR TOWER

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NTS

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ISOMETRIC DIAGRAM

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AutoCAD SHX Text 4'

AutoCAD SHX Text 8'

AutoCAD SHX Text 16'

AutoCAD SHX Text 32'

AutoCAD SHX Text 1/16"=1'-0"

AutoCAD SHX Text

AutoCAD SHX Text

STORM PIPING DEMOLITION PLAN - LEVEL 2

AutoCAD SHX Text N

AutoCAD SHX Text

PLUMBING - STORM PIPING DEMO PLAN - LEVEL 2

AutoCAD SHX Text

RH

AutoCAD SHX Text

HS

AutoCAD SHX Text

PD102

D

C

B

A.3

A.2

A

1 1.7 2 9 9.4 10

1 2 3 4 5 6 7 8 9 10

C

D

C

B

A.3

A.2

A

1 1.7 2 9 9.4 10

1 2 3 4 5 6 7 8 9 10

C

(E)6"ST DN

(E)6"ST DN

(E)6"ST DN

(E)4"ST DN

(E)4"ST DN (E)6"ST DN

PLUMBING DEMOLITION KEY NOTESX

1. EXISTING FLOOR DRAIN TO REMAIN AS IS.

2. DISCONNECT AND REMOVE CAP AND READY STORM PIPING FOR

RECONNECTION TO NEW.

2 2 2

1 1

A. ALL WORK IMPACTING LEVEL 3 SHALL BE DONE OFF-HOURS TO

MINIMIZE SHUT DOWN OF THIS AREA.

B. ALL ASSOCIATED PIPING INCLUDING BUT IS NOT LIMITED TO THE

FOLLOWING SYSTEMS: STORM PIPING.

C. ALL SHUTDOWNS WILL REQUIRE A MINIMUM OF 30 DAYS ADVANCE

NOTICE. COORDINATE ALL PLUMBING SERVICE

OUTAGES/SHUTDOWNS WITH VA COR.

D. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO

FINISHES OR COMPONENTS NOT SCHEDULED FOR DEMOLITION.

DAMAGED ITEMS SHALL BE REPLACED OR REPAIRED TO MEET

EXCEED FORMER CONDITIONS.

E. PATCH AND FILL CONCRETE SLAB WHERE STORM PIPING HAS BEEN

REMOVED.

F. PIPING AND EQUIPMENT SHOWN ON THIS DRAWING WAS BASED ON

AS-BUILT DOCUMENTATION PROVIDED BY THE VA AND A CURSORY

ON SITE REVIEW OF EXISTING CONDITIONS. IF IT IS DISCOVERED

THAT ANY PIPING OR EQUIPMENT, INDICATED TO BE DEMOLISHED,

SERVES OTHER AREAS BEYOND THIS PROJECT SCOPE, THE

CONTRACTOR MUST BE IMMEDIATELY STOP DEMOLITION OF SAID

PLUMBING PIPING, NOTIFY THE COR AND ENGINEER AND WAIT FOR

FURTHER INSTRUCTIONS.

PLUMBING DEMOLITION GENERAL NOTES

(NEW ADDITION)

LEVEL 4

LEVEL 4

LEVEL 5

WEST

MEDICAL

CENTER

PARKING

GARAGE

PARKING

GARAGE

PARKING

GARAGE

PARKING

GARAGE

ELEV.

STAIR /

ELEV.

STAIR /

ELEV.

STAIR /

ELEV.

STAIR /

ELEV.

SOUTH

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

K:

\C

C G

_P R

O

JE

C

TS

\2

1\

-1

Pa rk in g R am p

(B uf fa lo

, N Y)

\4

- D es

D oc s\

2- D ra w in gs

\W O

R

KI

N G

\2 1-

3_

PD

3.

dw g 6/

/2

:3

9:

P M

ISSUE FOR BIDOffice of Construction and Facilities Management

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/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

PARKING RAMP EXPANSION

3495 BAILEY AVE., BUFFALO, NY 14215

528-18-375

Project Director

Revisions: Date:

www. bancroft-ae.com

3300 Dundee Rd.

Northbrook, IL 60062

T: 847.952.9362

08-09-2024

ISSUE FOR BID 08-09-2024

AutoCAD SHX Text

RAMP DN

AutoCAD SHX Text

PARKING GARAGE

AutoCAD SHX Text

NEW STAIR / ELEVATOR TOWER

AutoCAD SHX Text

NTS

AutoCAD SHX Text

ISOMETRIC DIAGRAM

AutoCAD SHX Text

AutoCAD SHX Text 4'

AutoCAD SHX Text 8'

AutoCAD SHX Text 16'

AutoCAD SHX Text 32'

AutoCAD SHX Text 1/16"=1'-0"

AutoCAD SHX Text

AutoCAD SHX Text

STORM PIPING DEMOLITION PLAN - LEVEL 3

AutoCAD SHX Text N

AutoCAD SHX Text

PLUMBING - STORM PIPING DEMO PLAN - LEVEL 3

AutoCAD SHX Text

RH

AutoCAD SHX Text

HS

AutoCAD SHX Text

PD103

D

C

B

A.3

A.2

A

1 1.7 2 9 9.4 10

1 2 3 4 5 6 7 8 9 10 11.5

C

D

C

B

A.3

A.2

A

1 1.7 2 9 9.4 10

1 2 3 4 5 6 7 8 9 10

C

11 12

DN

VANVANVAN VAN

VAN VAN

C.3

C.2

B.6

C.1

UP

LEVEL 1

(E)10"ST UG

(E)6"ST RISER

(E)8"ST UG

(E)8"ST UG

(E)4"ST UG

(E)4"ST UG

(E)8"ST UG

(E)8"ST UG

(E)6"ST UG(E)10"ST UG

(E)4"ST UG

(E)4"ST UG

(E)6"ST RISER

(E)8"ST UG

(E)8"ST UG

(E)6"ST RISER

(E)4"ST RISER

(E)6"ST UG

(E)4"ST RISER

(E)6"ST UG

(E)12"ST UG

(E)6"ST RISER

(E)12"ST UG

INCOMING SERVICE

(E)12"ST UG

INCOMING SERVICE

(E)CO

(E)CO

(E)CO

(E)CO

(E)CO

(E)CO

(E)CO (E)CO

(E)CO

(E)CO

(E)FD

(E)FD

(E)CO

(E)FD

(E)FD

(E)FD

(NEW ADDITION)

LEVEL 4

LEVEL 4

LEVEL 5

WEST

MEDICAL

CENTER

PARKING

GARAGE

PARKING

GARAGE

PARKING

GARAGE

PARKING

GARAGE

ELEV.

STAIR /

ELEV.

STAIR /

ELEV.

STAIR /

ELEV.

STAIR /

ELEV.

SOUTH

1. EXISTING UNDERFLOOR STORM PIPING TO REMAIN AS IS.

2. EXISTING RISER TO REMAIN AS IS.

3. PROVIDE ELEVATOR SUMP PIT AND ELEVATOR PUMP. REFER TO

DETAIL SHEET 5/P501 FOR MORE INFORMATION.

4. TRENCH FLOOR AND ROUTE NEW 4"ST AS SHOWN.

5. (NOT USED)

6. EXTEND 2"PD AND EXTEND AND DISCHARGED TO FD-2. PROVIDE

AIR GAP.

7. WALL MOUNTED HIGH WATER ALARM AND SENSOR PANEL

INSTALLED IN THE ELEVATOR PIT LEVEL 0.

8. EXTEND 4" DRAIN TILE PIPING AND CONNECT TO CATCH BASIN.

REFER TO CIVIL DRAWINGS FOR CONTINUATION AND 10/P501 FOR

DRAIN TILE ABOVE FOOTING DETAIL.

X PLUMBING KEY NOTES

1 1

SP-1

2"PD UP TO

CEILING ABOVE

A. ALL SHUTDOWNS WILL REQUIRE A MINIMUM OF 30 DAYS ADVANCE

NOTICE. COORDINATE ALL PLUMBING SERVICE

OUTAGES/SHUTDOWNS WITH VA COR.

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. PROVIDE TEMPORARY CONNECTIONS TO MAINTAIN SERVICE TO

ABOVE FLOOR FIXTURES DURING CONSTRUCTION IF NECESSARY.

D. CONTRACTOR IS RESPONSIBLE FOR ALL MODIFICATIONS TO THE

EXISTING PIPING NECESSARY TO PERMIT THE INSTALLATION OF

NEW WORK.

E. ALL DRAINAGE PIPING ABOVE GRADE SHALL BE CAST IRON W/

NO-HUB CONNECTIONS. ALL DRAINAGE PIPING BELOW GRADE

SHALL BE CAST IRON W/ HUB AND SPIGOT CONNECTIONS. SLOPE

ALL DRAINAGE PIPING AT 1/8" PER FOOT MINIMUM UNLESS NOTED

OTHERWISE. ALL R.W.C.'S SHALL HAVE EXPANSION JOINTS

LOCATED AT EVERY OTHER LEVEL. ALL PUMP DISCHARGE LINES

SHALL BE TYPE "L" COPPER PIPE U.N.O.

F. TOP OF DRAIN GRATE SHALL BE 1/2" BELOW FINISHED FLOOR AT

SUPPORTED TIERS AND 1" AT GROUND TIER. TYPICAL FOR ALL

DRAINS. SEE STRUCTURAL DRAWINGS FOR FLOOR ELEVATIONS.

G. ALL PIPING AND RISERS EXPOSED TO POSSIBLE BUMPER DAMAGE

SHALL BE PROTECTED W/ PIPE GUARDS. SEE DETAILS 1 & 2/PFP501.

H. PIPE HANGERS AND SUPPORTS SHALL BE ARRANGED SO THAT

THEY WILL SUSTAIN THE LOADS AND RETAIN THE PIPING SECRUELY

IN POSITION UNDER FULLY LOADED CONDITIONS. SEE DETAILS 3 &

4/PFP501.

I. CLEANOUTS SHALL BE LOCATED AT THE BASE OF ALL DRAINAGE

RISERS AND AT OTHER LOCATIONS SHOWN ON THE DRAWINGS.

J. THE USE OF POWDER, GAS OR OTHER TYPE OF POWER

PROPELLED FASTENERS IS PROHIBITED.

K. CONTRACTOR TO USE X-RAY TO DETERMINE PLACEMENT OR

CONCRETE REINFORCEMENTS PRIOR TO CORING AREAS TO RUN

NEW PLUMBING.

L. CONTRACTOR TO REFER TO SPECIFICATION SECTION 22 14 00 FOR

STANDARD STORM PIPING TESTING.

PLUMBING GENERAL NOTES

4"ST UG

EXISTING ELEVATOR

TO BE ABANDONED

4"DT UG

UP TO

YCO

4"DT UG

F

FD-2

(NEW ADDITION)

LEVEL 4

LEVEL 4

LEVEL 5

WEST

MEDICAL

CENTER

PARKING

GARAGE

PARKING

GARAGE

PARKING

GARAGE

PARKING

GARAGE

ELEV.

STAIR /

ELEV.

STAIR /

ELEV.

STAIR /

ELEV.

STAIR /

ELEV.

SOUTH

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

K:

\C

C G

_P R

O

JE

C

TS

\2

1\

-1

Pa rk in g R am p

(B uf fa lo

, N Y)

\4

- D es

D oc s\

2- D ra w in gs

\W O

R

KI

N G

\2 1-

3_

P1

.d w g 6/

/2

:3

9:

P M

ISSUE FOR BIDOffice of Construction and Facilities Management

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/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

PARKING RAMP EXPANSION

3495 BAILEY AVE., BUFFALO, NY 14215

528-18-375

Project Director

Revisions: Date:

www. bancroft-ae.com

3300 Dundee Rd.

Northbrook, IL 60062

T: 847.952.9362

08-09-2024

ISSUE FOR BID 08-09-2024

AutoCAD SHX Text F.D.

AutoCAD SHX Text F.D.

AutoCAD SHX Text F.D.

AutoCAD SHX Text F.D.

AutoCAD SHX Text F.D.

AutoCAD SHX Text F.D.

AutoCAD SHX Text

RAMP UP

AutoCAD SHX Text

ELECTRIC

AutoCAD SHX Text

STORAGE

AutoCAD SHX Text

ELVR

AutoCAD SHX Text

PARKING GARAGE

AutoCAD SHX Text

NEW STAIR / ELEVATOR TOWER

AutoCAD SHX Text

NTS

AutoCAD SHX Text

ISOMETRIC DIAGRAM

AutoCAD SHX Text

PARKING GARAGE

AutoCAD SHX Text

NEW STAIR / ELEVATOR TOWER

AutoCAD SHX Text

NTS

AutoCAD SHX Text

ISOMETRIC DIAGRAM

AutoCAD SHX Text

PLUMBING - STORM PIPING PLAN - LEVEL 1

AutoCAD SHX Text

RH

AutoCAD SHX Text

HS

AutoCAD SHX Text P101

AutoCAD SHX Text

AutoCAD SHX Text 4'

AutoCAD SHX Text 8'

AutoCAD SHX Text 16'

AutoCAD SHX Text 32'

AutoCAD SHX Text 1/16"=1'-0"

AutoCAD SHX Text

AutoCAD SHX Text

PLUMBING - STORM PIPING PLAN - LEVEL 1

AutoCAD SHX Text N

UP

DN

DN

DN

LEVEL 2

ELEVATORS

MEDICAL

CENTER

LOBBY

VAN

VAN

D

C

B

A.3

A.2

A

1 1.7 2 9 9.4 10

1 2 3 4 5 6 7 8 9 10 11.5

C

D

C

B

A.3

A.2

A

1 1.7 2 9 9.4 10

1 2 3 4 5 6 7 8 9 10

C

C.3

C.2

B.6

C.1

DN

UP

(E)6"ST RISER

(E)6"ST RISER

(E)6"ST RISER

(E)4"ST RISER (E)6"ST RISER

(E)4"ST RISER

(NEW ADDITION)

LEVEL 4

LEVEL 4

LEVEL 5

WEST

MEDICAL

CENTER

PARKING

GARAGE

PARKING

GARAGE

PARKING

GARAGE

PARKING

GARAGE

ELEV.

STAIR /

ELEV.

STAIR /

ELEV.

STAIR /

ELEV.

STAIR /

ELEV.

SOUTH

1. EXISTING FLOOR DRAIN TO REMAIN AS IS.

2. EXISTING RISER TO REMAIN AS IS.

X PLUMBING KEY NOTES

1 1

2 2

EXISTING ELEVATOR

TO BE ABANDONED

YCO

A. ALL SHUTDOWNS WILL REQUIRE A MINIMUM OF 30 DAYS ADVANCE

NOTICE. COORDINATE ALL PLUMBING SERVICE

OUTAGES/SHUTDOWNS WITH VA COR.

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. PROVIDE TEMPORARY CONNECTIONS TO MAINTAIN SERVICE TO

ABOVE FLOOR FIXTURES DURING CONSTRUCTION IF NECESSARY.

D. CONTRACTOR IS RESPONSIBLE FOR ALL MODIFICATIONS TO THE

EXISTING PIPING NECESSARY TO PERMIT THE INSTALLATION OF

NEW WORK.

E. ALL DRAINAGE PIPING ABOVE GRADE SHALL BE CAST IRON W/

NO-HUB CONNECTIONS. ALL DRAINAGE PIPING BELOW GRADE

SHALL BE CAST IRON W/ HUB AND SPIGOT CONNECTIONS. SLOPE

ALL DRAINAGE PIPING AT 1/8" PER FOOT MINIMUM UNLESS NOTED

OTHERWISE. ALL R.W.C.'S SHALL HAVE EXPANSION JOINTS

LOCATED AT EVERY OTHER LEVEL. ALL PUMP DISCHARGE LINES

SHALL BE TYPE "L" COPPER PIPE U.N.O.

F. TOP OF DRAIN GRATE SHALL BE 1/2" BELOW FINISHED FLOOR AT

SUPPORTED TIERS AND 1" AT GROUND TIER. TYPICAL FOR ALL

DRAINS. SEE STRUCTURAL DRAWINGS FOR FLOOR ELEVATIONS.

G. ALL PIPING AND RISERS EXPOSED TO POSSIBLE BUMPER DAMAGE

SHALL BE PROTECTED W/ PIPE GUARDS. SEE DETAILS 1 & 2/PFP501.

H. PIPE HANGERS AND SUPPORTS SHALL BE ARRANGED SO THAT

THEY WILL SUSTAIN THE LOADS AND RETAIN THE PIPING SECRUELY

IN POSITION UNDER FULLY LOADED CONDITIONS. SEE DETAILS 3 &

4/PFP501.

I. CLEANOUTS SHALL BE LOCATED AT THE BASE OF ALL DRAINAGE

RISERS AND AT OTHER LOCATIONS SHOWN ON THE DRAWINGS.

J. THE USE OF POWDER, GAS OR OTHER TYPE OF POWER

PROPELLED FASTENERS IS PROHIBITED.

K. CONTRACTOR TO USE X-RAY TO DETERMINE PLACEMENT OR

CONCRETE REINFORCEMENTS PRIOR TO CORING AREAS TO RUN

NEW PLUMBING.

L. CONTRACTOR TO REFER TO SPECIFICATION SECTION 22 14 00 FOR

STANDARD STORM PIPING TESTING.

PLUMBING GENERAL NOTES

(NEW ADDITION)

LEVEL 4

LEVEL 4

LEVEL 5

WEST

MEDICAL

CENTER

PARKING

GARAGE

PARKING

GARAGE

PARKING

GARAGE

PARKING

GARAGE

ELEV.

STAIR /

ELEV.

STAIR /

ELEV.

STAIR /

ELEV.

STAIR /

ELEV.

SOUTH

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

K:

\C

C G

_P R

O

JE

C

TS

\2

1\

-1

Pa rk in g R am p

(B uf fa lo

, N Y)

\4

- D es

D oc s\

2- D ra w in gs

\W O

R

KI

N G

\2 1-

3_

P1

.d w g 6/

/2

:3

9:

P M

ISSUE FOR BIDOffice of Construction and Facilities Management

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/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

PARKING RAMP EXPANSION

3495 BAILEY AVE., BUFFALO, NY 14215

528-18-375

Project Director

Revisions: Date:

www. bancroft-ae.com

3300 Dundee Rd.

Northbrook, IL 60062

T: 847.952.9362

08-09-2024

ISSUE FOR BID 08-09-2024

AutoCAD SHX Text

RAMP UP

AutoCAD SHX Text

RAMP DN

AutoCAD SHX Text

PARKING GARAGE

AutoCAD SHX Text

NEW STAIR / ELEVATOR TOWER

AutoCAD SHX Text

NTS

AutoCAD SHX Text

ISOMETRIC DIAGRAM

AutoCAD SHX Text

PARKING GARAGE

AutoCAD SHX Text

NEW STAIR / ELEVATOR TOWER

AutoCAD SHX Text

NTS

AutoCAD SHX Text

ISOMETRIC DIAGRAM

AutoCAD SHX Text

PLUMBING - STORM PIPING PLAN - LEVEL 2

AutoCAD SHX Text

RH

AutoCAD SHX Text

HS

AutoCAD SHX Text P102

AutoCAD SHX Text

AutoCAD SHX Text 4'

AutoCAD SHX Text 8'

AutoCAD SHX Text 16'

AutoCAD SHX Text 32'

AutoCAD SHX Text 1/16"=1'-0"

AutoCAD SHX Text

AutoCAD SHX Text

PLUMBING - STORM PIPING PLAN - LEVEL 2

AutoCAD SHX Text N

DN

UP

D

C

B

A.3

A.2

A

1 1.7 2 9 9.4 10

1 2 3 4 5 6 7 8 9 10 11.5

C

D

C

B

A.3

A.2

A

1 1.7 2 9 9.4 10

1 2 3 4 5 6 7 8 9 10

C

C.3

C.2

B.6

C.1

LEVEL 3

ELEVATORS

VAN

VAN

DN

DN

UP

6"ST UP

AND DN

6"ST UP

AND DN

6"ST UP

AND DN

4"ST UP

AND DN

4"ST UP

AND DN

6"ST UP

AND DN 1. EXISTING FLOOR DRAIN TO REMAIN AS IS.

2. UNPLUG STORM RISER PIPE PLUG AND PIPE SLEEVE PLUG AND

CONNECT NEW STORM RISER PIPING. EXTEND STORM RISERS UP

THROUGH FLOORS ABOVE. REFER TO SHEETS 1/P501 AND 2/P501

FOR PIPE GUARD DETAIL.

X PLUMBING KEY NOTES

1 1

EXISTING ELEVATOR

TO BE ABANDONED

A. ALL SHUTDOWNS WILL REQUIRE A MINIMUM OF 30 DAYS ADVANCE

NOTICE. COORDINATE ALL PLUMBING SERVICE

OUTAGES/SHUTDOWNS WITH VA COR.

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. PROVIDE TEMPORARY CONNECTIONS TO MAINTAIN SERVICE TO

ABOVE FLOOR FIXTURES DURING CONSTRUCTION IF NECESSARY.

D. CONTRACTOR IS RESPONSIBLE FOR ALL MODIFICATIONS TO THE

EXISTING PIPING NECESSARY TO PERMIT THE INSTALLATION OF

NEW WORK.

E. ALL DRAINAGE PIPING ABOVE GRADE SHALL BE CAST IRON W/

NO-HUB CONNECTIONS. ALL DRAINAGE PIPING BELOW GRADE

SHALL BE CAST IRON W/ HUB AND SPIGOT CONNECTIONS. SLOPE

ALL DRAINAGE PIPING AT 1/8" PER FOOT MINIMUM UNLESS NOTED

OTHERWISE. ALL R.W.C.'S SHALL HAVE EXPANSION JOINTS

LOCATED AT EVERY OTHER LEVEL. ALL PUMP DISCHARGE LINES

SHALL BE TYPE "L" COPPER PIPE U.N.O.

F. TOP OF DRAIN GRATE SHALL BE 1/2" BELOW FINISHED FLOOR AT

SUPPORTED TIERS AND 1" AT GROUND TIER. TYPICAL FOR ALL

DRAINS. SEE STRUCTURAL DRAWINGS FOR FLOOR ELEVATIONS.

G. ALL PIPING AND RISERS EXPOSED TO POSSIBLE BUMPER DAMAGE

SHALL BE PROTECTED W/ PIPE GUARDS. SEE DETAILS 1 & 2/PFP501.

H. PIPE HANGERS AND SUPPORTS SHALL BE ARRANGED SO THAT

THEY WILL SUSTAIN THE LOADS AND RETAIN THE PIPING SECRUELY

IN POSITION UNDER FULLY LOADED CONDITIONS. SEE DETAILS 3 &

4/PFP501.

I. CLEANOUTS SHALL BE LOCATED AT THE BASE OF ALL DRAINAGE

RISERS AND AT OTHER LOCATIONS SHOWN ON THE DRAWINGS.

J. THE USE OF POWDER, GAS OR OTHER TYPE OF POWER

PROPELLED FASTENERS IS PROHIBITED.

K. CONTRACTOR TO USE X-RAY TO DETERMINE PLACEMENT OR

CONCRETE REINFORCEMENTS PRIOR TO CORING AREAS TO RUN

NEW PLUMBING.

L. CONTRACTOR TO REFER TO SPECIFICATION SECTION 22 14 00 FOR

STANDARD STORM PIPING TESTING.

(NEW ADDITION)

LEVEL 4

LEVEL 4

LEVEL 5

WEST

MEDICAL

CENTER

PARKING

GARAGE

PARKING

GARAGE

PARKING

GARAGE

PARKING

GARAGE

ELEV.

STAIR /

ELEV.

STAIR /

ELEV.

STAIR /

ELEV.

STAIR /

ELEV.

SOUTH

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

K:

\C

C G

_P R

O

JE

C

TS

\2

1\

-1

Pa rk in g R am p

(B uf fa lo

, N Y)

\4

- D es

D oc s\

2- D ra w in gs

\W O

R

KI

N G

\2 1-

3_

P1

.d w g 6/

/2

:3

9:

P M

ISSUE FOR BIDOffice of Construction and Facilities Management

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/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

PARKING RAMP EXPANSION

3495 BAILEY AVE., BUFFALO, NY 14215

528-18-375

Project Director

Revisions: Date:

www. bancroft-ae.com

3300 Dundee Rd.

Northbrook, IL 60062

T: 847.952.9362

08-09-2024

ISSUE FOR BID 08-09-2024

AutoCAD SHX Text

RAMP DN

AutoCAD SHX Text

RAMP UP

AutoCAD SHX Text

(NEW AT LEV. 3)

AutoCAD SHX Text

PARKING GARAGE

AutoCAD SHX Text

NEW STAIR / ELEVATOR TOWER

AutoCAD SHX Text

NTS

AutoCAD SHX Text

ISOMETRIC DIAGRAM

AutoCAD SHX Text

PLUMBING - STORM PIPING PLAN - LEVEL 3

AutoCAD SHX Text

RH

AutoCAD SHX Text

HS

AutoCAD SHX Text P103

AutoCAD SHX Text

AutoCAD SHX Text 4'

AutoCAD SHX Text 8'

AutoCAD SHX Text 16'

AutoCAD SHX Text 32'

AutoCAD SHX Text 1/16"=1'-0"

AutoCAD SHX Text

AutoCAD SHX Text

PLUMBING - STORM PIPING PLAN - LEVEL 3

AutoCAD SHX Text N

D

C

B

A.3

A.2

A

1 1.7 2 9 9.4 10

1 2 3 4 5 6 7 8 9 10 11.5

C

D

C

B

A.3

A.2

A

1 1.7 2 9 9.4 10

1 2 3 4 5 6 7 8 9 10

C

C.3

C.2

B.6

C.1

LEVEL 4

ELEVATORS

VAN

VAN

DN

DN

UP

1. CONNECT NEW STORM RISER PIPING. EXTEND STORM RISER UP AND

CAP BELOW CEILING. REFER TO 6/P501 FOR TOP TIER DRAINAGE

DETAIL FOR MORE INFORMATION. REFER TO SHEETS 1/P501 AND

2/P501 FOR PIPE GAURD DETAIL.

2. EXTEND STORM PIPING FROM FLOOR BELOW AND CONNECT TO

FLOOR DRAIN.

X PLUMBING KEY NOTES

6"ST UP

AND DN

6"ST UP

AND DN

6"ST UP

AND DN

4"ST UP

AND DN

4"ST UP

AND DN

6"ST UP

AND DN

FD-1 2 FD-1 2 FD-1

2FD-1

2FD-12FD-12 FD-1

2 FD-1

A. ALL SHUTDOWNS WILL REQUIRE A MINIMUM OF 30 DAYS ADVANCE

NOTICE. COORDINATE ALL PLUMBING SERVICE

OUTAGES/SHUTDOWNS WITH VA COR.

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. PROVIDE TEMPORARY CONNECTIONS TO MAINTAIN SERVICE TO

ABOVE FLOOR FIXTURES DURING CONSTRUCTION IF NECESSARY.

D. CONTRACTOR IS RESPONSIBLE FOR ALL MODIFICATIONS TO THE

EXISTING PIPING NECESSARY TO PERMIT THE INSTALLATION OF

NEW WORK.

E. ALL DRAINAGE PIPING ABOVE GRADE SHALL BE CAST IRON W/

NO-HUB CONNECTIONS. ALL DRAINAGE PIPING BELOW GRADE

SHALL BE CAST IRON W/ HUB AND SPIGOT CONNECTIONS. SLOPE

ALL DRAINAGE PIPING AT 1/8" PER FOOT MINIMUM UNLESS NOTED

OTHERWISE. ALL R.W.C.'S SHALL HAVE EXPANSION JOINTS

LOCATED AT EVERY OTHER LEVEL. ALL PUMP DISCHARGE LINES

SHALL BE TYPE "L" COPPER PIPE U.N.O.

F. TOP OF DRAIN GRATE SHALL BE 1/2" BELOW FINISHED FLOOR AT

SUPPORTED TIERS AND 1" AT GROUND TIER. TYPICAL FOR ALL

DRAINS. SEE STRUCTURAL DRAWINGS FOR FLOOR ELEVATIONS.

G. ALL PIPING AND RISERS EXPOSED TO POSSIBLE BUMPER DAMAGE

SHALL BE PROTECTED W/ PIPE GUARDS. SEE DETAILS 1 & 2/PFP501.

H. PIPE HANGERS AND SUPPORTS SHALL BE ARRANGED SO THAT

THEY WILL SUSTAIN THE LOADS AND RETAIN THE PIPING SECRUELY

IN POSITION UNDER FULLY LOADED CONDITIONS. SEE DETAILS 3 &

4/PFP501.

I. CLEANOUTS SHALL BE LOCATED AT THE BASE OF ALL DRAINAGE

RISERS AND AT OTHER LOCATIONS SHOWN ON THE DRAWINGS.

J. THE USE OF POWDER, GAS OR OTHER TYPE OF POWER

PROPELLED FASTENERS IS PROHIBITED.

K. CONTRACTOR TO USE X-RAY TO DETERMINE PLACEMENT OR

CONCRETE REINFORCEMENTS PRIOR TO CORING AREAS TO RUN

NEW PLUMBING.

L. CONTRACTOR TO REFER TO SPECIFICATION SECTION 22 14 00 FOR

STANDARD STORM PIPING TESTING.

2 FD-1

(NEW ADDITION)

LEVEL 4

LEVEL 4

LEVEL 5

WEST

MEDICAL

CENTER

PARKING

GARAGE

PARKING

GARAGE

PARKING

GARAGE

PARKING

GARAGE

ELEV.

STAIR /

ELEV.

STAIR /

ELEV.

STAIR /

ELEV.

STAIR /

ELEV.

SOUTH

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

K:

\C

C G

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O

JE

C

TS

\2

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Pa rk in g R am p

(B uf fa lo

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9:

P M

ISSUE FOR BIDOffice of Construction and Facilities Management

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/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

PARKING RAMP EXPANSION

3495 BAILEY AVE., BUFFALO, NY 14215

528-18-375

Project Director

Revisions: Date:

www. bancroft-ae.com

3300 Dundee Rd.

Northbrook, IL 60062

T: 847.952.9362

08-09-2024

ISSUE FOR BID 08-09-2024

AutoCAD SHX Text

RAMP DN

AutoCAD SHX Text

RAMP UP

AutoCAD SHX Text

PARKING GARAGE

AutoCAD SHX Text

NEW STAIR / ELEVATOR TOWER

AutoCAD SHX Text

NTS

AutoCAD SHX Text

ISOMETRIC DIAGRAM

AutoCAD SHX Text

PLUMBING-STORM PIPING PLAN - LEVEL 4

AutoCAD SHX Text

RH

AutoCAD SHX Text

HS

AutoCAD SHX Text P104

AutoCAD SHX Text

AutoCAD SHX Text 4'

AutoCAD SHX Text 8'

AutoCAD SHX Text 16'

AutoCAD SHX Text 32'

AutoCAD SHX Text 1/16"=1'-0"

AutoCAD SHX Text

AutoCAD SHX Text

PLUMBING - STORM PIPING PLAN - LEVEL 4

AutoCAD SHX Text N

D

C

B

A.3

A.2

A

1 1.7 2 9 9.4 10

1 2 3 4 5 6 7 8 9 10 11.5

C

D

C

B

A.3

A.2

A

1 1.7 2 9 9.4 10

1 2 3 4 5 6 7 8 9 10

C

C.3

C.2

B.6

C.1

LEVEL 5

ELEVATORS

DN

DN

6" PIPE SLEEVE

PLUG

6" PIPE SLEEVE

PLUG

AD-1 2AD-1

2AD-1

2AD-12AD-12 AD-1

2 AD-1

1. PIPE SLEEVE PLUG. REFER TO 6/P501 FOR TOP TIER DRAINAGE

DETAIL FOR MORE INFORMATION.

2. EXTEND STORM PIPING FROM FLOOR BELOW AND CONNECT TO

AREA DRAIN.

X PLUMBING KEY NOTES

6" PIPE SLEEVE

PLUG

2 AD-1

6" PIPE SLEEVE

PLUG

6" PIPE SLEEVE

PLUG 2AD-16" PIPE SLEEVE

PLUG

VAN

VAN

A. ALL SHUTDOWNS WILL REQUIRE A MINIMUM OF 30 DAYS ADVANCE

NOTICE. COORDINATE ALL PLUMBING SERVICE

OUTAGES/SHUTDOWNS WITH VA COR.

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. PROVIDE TEMPORARY CONNECTIONS TO MAINTAIN SERVICE TO

ABOVE FLOOR FIXTURES DURING CONSTRUCTION IF NECESSARY.

D. CONTRACTOR IS RESPONSIBLE FOR ALL MODIFICATIONS TO THE

EXISTING PIPING NECESSARY TO PERMIT THE INSTALLATION OF

NEW WORK.

E. ALL DRAINAGE PIPING ABOVE GRADE SHALL BE CAST IRON W/

NO-HUB CONNECTIONS. ALL DRAINAGE PIPING BELOW GRADE

SHALL BE CAST IRON W/ HUB AND SPIGOT CONNECTIONS. SLOPE

ALL DRAINAGE PIPING AT 1/8" PER FOOT MINIMUM UNLESS NOTED

OTHERWISE. ALL R.W.C.'S SHALL HAVE EXPANSION JOINTS

LOCATED AT EVERY OTHER LEVEL. ALL PUMP DISCHARGE LINES

SHALL BE TYPE "L" COPPER PIPE U.N.O.

F. TOP OF DRAIN GRATE SHALL BE 1/2" BELOW FINISHED FLOOR AT

SUPPORTED TIERS AND 1" AT GROUND TIER. TYPICAL FOR ALL

DRAINS. SEE STRUCTURAL DRAWINGS FOR FLOOR ELEVATIONS.

G. ALL PIPING AND RISERS EXPOSED TO POSSIBLE BUMPER DAMAGE

SHALL BE PROTECTED W/ PIPE GUARDS. SEE DETAILS 1 & 2/PFP501.

H. PIPE HANGERS AND SUPPORTS SHALL BE ARRANGED SO THAT

THEY WILL SUSTAIN THE LOADS AND RETAIN THE PIPING SECRUELY

IN POSITION UNDER FULLY LOADED CONDITIONS. SEE DETAILS 3 &

4/PFP501.

I. CLEANOUTS SHALL BE LOCATED AT THE BASE OF ALL DRAINAGE

RISERS AND AT OTHER LOCATIONS SHOWN ON THE DRAWINGS.

J. THE USE OF POWDER, GAS OR OTHER TYPE OF POWER

PROPELLED FASTENERS IS PROHIBITED.

K. CONTRACTOR TO USE X-RAY TO DETERMINE PLACEMENT OR

CONCRETE REINFORCEMENTS PRIOR TO CORING AREAS TO RUN

NEW PLUMBING.

L. CONTRACTOR TO REFER TO SPECIFICATION SECTION 22 14 00 FOR

STANDARD STORM PIPING TESTING.

1 1 1

(NEW ADDITION)

LEVEL 4

LEVEL 4

LEVEL 5

WEST

MEDICAL

CENTER

PARKING

GARAGE

PARKING

GARAGE

PARKING

GARAGE

PARKING

GARAGE

ELEV.

STAIR /

ELEV.

STAIR /

ELEV.

STAIR /

ELEV.

STAIR /

ELEV.

SOUTH

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

K:

\C

C G

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O

JE

C

TS

\2

1\

-1

Pa rk in g R am p

(B uf fa lo

, N Y)

\4

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2- D ra w in gs

\W O

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\2 1-

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P1

.d w g 6/

/2

:3

9:

P M

ISSUE FOR BIDOffice of Construction and Facilities Management

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/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

PARKING RAMP EXPANSION

3495 BAILEY AVE., BUFFALO, NY 14215

528-18-375

Project Director

Revisions: Date:

www. bancroft-ae.com

3300 Dundee Rd.

Northbrook, IL 60062

T: 847.952.9362

08-09-2024

ISSUE FOR BID 08-09-2024

AutoCAD SHX Text

RAMP DN

AutoCAD SHX Text

PARKING GARAGE

AutoCAD SHX Text

NEW STAIR / ELEVATOR TOWER

AutoCAD SHX Text

NTS

AutoCAD SHX Text

ISOMETRIC DIAGRAM

AutoCAD SHX Text

PLUMBING - STORM PIPING PLAN - LEVEL 5

AutoCAD SHX Text

RH

AutoCAD SHX Text

HS

AutoCAD SHX Text P105

AutoCAD SHX Text

AutoCAD SHX Text 4'

AutoCAD SHX Text 8'

AutoCAD SHX Text 16'

AutoCAD SHX Text 32'

AutoCAD SHX Text 1/16"=1'-0"

AutoCAD SHX Text

AutoCAD SHX Text

PLUMBING - STORM PIPING PLAN - LEVEL 5

AutoCAD SHX Text N

PIPE SIZE AS

INDICATED

LOCKING NUT

HANGER ROD,

SIZE PER SPEC.

HEAVY DUTY

EXPANSION ANCHOR

P/C CONCRETE TEE

STANDARD CLEVIS HANGER

(MSS SP-69 TYPE 1)

SUPPORT NUT

COLUMN/WALL

TYPICAL

NOTES:

1. IF ADDITIONAL DISTANCE FROM COLUMN OR WALL IS REQUIRED OR IF RISER IS MOUNTED AT

EDGE OF COLUMN, USE B-LINE SYSTEMS FIGURE B3149 CLAMP OR APPROVED EQUAL. BEND

AND DRILL HOLES IN LEGS AS REQUIRED.

2. CHANNEL OR CLAMP ARE NOT TO EXTEND PAST EDGE OF COLUMN OR WALL. IF OUTSIDE

DIMENSION OF CLAMP IS GREATER THAN THHICKNESS OF WALL OR COLUMN, USE A B-LINE

SYSTEMS FIGURE B3149 HANGER OR APPROVED EQUIAL, BEND LEGS INWARD AND DRILL

HOLES AS REQUIRED.

3. ALL MATERIALS AND HARDWARE SHALL BE STAINLESS STEEL NO SUBSTITUTE.

4. SPECIFY TYPE OF PIPE FOR SIZING PIPE CLAMPS.

(2) 1/2" DIA. X 3 1/2" EXPANSION

ANCHOR (COORD. ANCHOR

LOCATIONS W/ REINFORCING)

TYPICAL

FLANGED-LIP TYPE CHANNEL.

TYPICAL

B-LINE SYSTEMS FIGURE B3148 OFFSET

PIPE CLAMP OR APPROVED EQUAL

RISER

TYPICAL

B-LINE SYSTEMS FIGURE

B3149 PIPE CLAMP OR

APPROVED EQUAL

NOTE:

ALL PLATES HARDWARE, ETC.,

TO BE STAINLESS STEEL.

FACE OF COLUMN OR WALL

SPLIT SCHEDULE 40 STEEL PIPE, 2"

LARGER DIA. THAN RISER

STRAP ANCHOR PLATE 1/4" x 3" (4)

REQ'D. WELD TO SPLIT PIPE

PLAN

RISER

(1) 1/2" DIA x 3 1/2" EXP. ANCHOR

EACH STRAP ANCHOR

2'-9

6" 1 1

/2" 1 1

/2"

FLOOR

ELEVATION

NOTE:

ALL PLATES HARDWARE, ETC.,

TO BE STAINLESS STEEL.2'-9

6"

PLAN

RISER

(1) 1/2" DIA x 3 1/2" EXP. ANCHOR

EACH STRAP ANCHOR

FLOOR

ELEVATION

MIN. 2" CLEARANCE

AROUND ALL PIPES

MIN. 2" CLEARANCE

AROUND ALL PIPES

1/4" PLATE STEEL

MIN. 2" CLEARANCE

AROUND ALL PIPES

FACE OF COLUMN OR WALL

RISER

STRAP ANCHOR PLATE 1/4" x 6" (1)

REQ'D. WELD TO 1/4" PLATE STEEL

RAINWATER COLLECTOR (RWC)

NO-HUB CONNECTION TYPICAL

PIPE SUPPORT

P/C COLUMN

PROVIDE TEE AT TOP TIER

EXPANSION JOINT AT EVERY

OTHER LEVEL

P/C TEE

PIPE HANGER

SLOPE @ 1/2" /FT

GRID

NOTE: COORDINATE SUMP LOCATION WITH ELEVATOR BUFFERS.

P/C TEE

P/C BEAM

P/C COLUMN

GRID

PIPE HANGER

PROVIDE TEE W/PLUG

PIPE SLEEVE (PLUG

SLEEVE W/PVC PLUG)

RAINWATER COLLECTOR

(RWC)

EXPANSION JOINT AT

EVERY OTHER LEVEL

NO-HUB CONNECTIONS

TYPICAL

SLOPE @ 1/2" /FT

B

C

DIA

15 1/4

SEEPAGE OPENINGS

COLLAR CAN BE USED AS

FLASHING CLAMP (WHEN

REQUIRED)

C

12" DIA

11 1/2" DIA

2"

B

6"

NO HUB

15" SQ

13 1/8" SQ

3" 3 1/2"

6"

4 3/4"

6"

12" DIA

HANGER ROD TABLE FOR CAST IRON PIPING

NOMINAL PIPE SIZE HORIZONTAL SPACING ROD DIAMETER

1 1/2" 60" 3/8" 3" 60" 1/2"

4" TO 5" 60" 5/8"

6" TO 8" 60" 3/4"

10" TO 12" 60" 7/8"

NOTES:

1. PIPE SUPPORTS SHALL BE SHOP COATED WITH ZINC CHROMATE PRIMER PAINT.

ELECTROPLATED COPPER HANGER RODS, HANGERS AND ACCESSORIES MYA BE USED IN

COPPER TUBING.

2. HORIZONTAL PIPING AND TUBING SHALL BE SUPPORTED WITHIN 0-12" OF EACH FITTING

OR COUPLING.

3. MAXIMUM SUPPORT SPACING FOR HORIZONTAL PLASTIC SHALL BE 4'-0".

4. VERTICAL PIPING AND TUBING SHALL BE SUPPORTED AT THE BASE, AT EACH FLOOR, AND

AT INTERVALS NO GREATER THAN 15'0".

5. HANGER RODS SHALL BE LOW CARBON STEEL, FULLY THREADED OR THREADED AT EACH

END WITH TWO REMOVABLE NUTS AT EACH END FOR POSITIONING ROD AND HANGER AND

LOCKING IN PLACE.

SUBMERSIBLE SUMP PUMP

CONCRETE ANCHOR FLANGE

COVER CUP FLANGE

LOOSE SET PERFORATED STEEL COVER

FLUSH WITH SLAB.

UNION

PUMP DISCHARGE PIPING (PD)

CHECK VALVE

BALL VALVE

ELEVATOR PIT WALLS \ ELEVATOR SHAFT

2"PD (CEILING OF LEVEL 1 LOBBY)

INDIRECT WASTE PD TO OPEN SITE

DRAIN. PROVIDE AIR GAP.

OPEN SITE DRAIN

PIGGYBACK GROUNDED PLUG

SUMP BASIN \ SUMP PIT

(MIN. 18"DIA x 30"DEEP)

ELEVATOR PIT SLAB \ ELEVATOR SHAFT

\ LEVEL "0"

DUPLEX RECEPTACLE BY ELECTRICAL

CONTRACTOR.

STORM DRAIN

NTS

FOOTING

FLOOR SLAB

FOUNDATION WALL

WATERPROOFING

FOUNDATION WALL

DRAINAGE SYSTEM

12" MIN. OVERLAP

NOTES:

1. PROVIDE MINIMUM PITCH FOR ALL DRAINTILE PIPING.

2. COORDINATE INTEGRATION OF FOUNDATION WALL

DRAINAGE SYSTEM WITH GENERAL CONTRACTOR

AND MANUFACTURER'S REQUIREMENTS.

MI

N.

" G

RA

VE

L

SEE PLAN FOR SIZE OF PERFORATED

DRAIN TILE

MINIMUM 6" OF WASHED FILTERING GRAVEL

EXTENDING FROM ALL SIDES OF PIPE.

UNDISTURBED SUBSURFACE/SOIL

FILTER FABRIC WRAPPED AROUND WASHED

GRANULAR FILL WITH 12" MIN. OVERLAP AT TOP.

PARKING DECK \ LEVEL "1"

2"PD

CEILING TILE

LEVEL 1 LOBBY

PROVIDE SEAL WHERE DISCHARGE PIPING

PENETRATES THE ELEVATOR PIT WALL.

WATER PROOF SEALS

WALL MOUNTED SUMP PUMP ALARM

PANEL WITH HIGH WATER ALARM AND

SENSORS LOCATED IN THE ELEVATOR PIT

LEVEL 0.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

K:

\C

C G

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O

JE

C

TS

\2

1\

-1

Pa rk in g R am p

(B uf fa lo

, N Y)

\4

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\W O

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P5

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:3

9:

P M

ISSUE FOR BIDOffice of Construction and Facilities Management

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/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

PARKING RAMP EXPANSION

3495 BAILEY AVE., BUFFALO, NY 14215

528-18-375

Project Director

Revisions: Date:

www. bancroft-ae.com

3300 Dundee Rd.

Northbrook, IL 60062

T: 847.952.9362

08-09-2024

ISSUE FOR BID 08-09-2024

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

AutoCAD SHX Text

PIPE HANGER DETAIL

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

AutoCAD SHX Text

PIPE SUPPORT DETAIL

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

AutoCAD SHX Text

PIPE GUARD DETAIL

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

AutoCAD SHX Text

MULTIPLE RISER PIPE GUARD DETAIL

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

AutoCAD SHX Text

TYPICAL DRAINAGE DETAIL FOR SUPPORTED SLAB

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

AutoCAD SHX Text

TOP TIER DRAINAGE DETAIL

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

AutoCAD SHX Text

TYPICAL FLOOR DRAIN DETAIL

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

AutoCAD SHX Text

TYPICAL AREA DRAIN DETAIL

AutoCAD SHX Text

AutoCAD SHX Text

NTS

AutoCAD SHX Text

ELEVATOR PIT SUBMERSIBLE PUMP DETAIL

AutoCAD SHX Text

AutoCAD SHX Text

TYPICAL DRAINTILE ON TOP OF FOOTING DETAIL

AutoCAD SHX Text

PLUMBING DETAILS

AutoCAD SHX Text

RH

AutoCAD SHX Text

HS

AutoCAD SHX Text P501

(E)12"ST UG

LEVEL 1

LEVEL 3

LEVEL 4

LEVEL 5

(E)CO

(E)CO

(E)CO (E)FD

(E)FD

(E)FD

(E)FD

(E)FD

(E)CO

(E)CO

(E)FD

(E)FD

(E)FD

(E)CO

(E)CO

FD-1

AD-1

FD-1

AD-1

(E)FD

(E)FD (E)FD

(E)FD

(E)FD

(E)FD

FD-1

AD-1

FD-1

AD-1

FD-1

AD-1

FD-1

AD-1

(E)FD

(E)FD

(E)FD

(E)FD

(E)FD(E)CO

(E)CO

(E)FD

(E)FD

FD-1

AD-1

FD-1

AD-1

(E)FD

(E)FD

(E)CO

(E)CO

(E)6"ST UG

(E)4"ST RISER

4"ST RISER

(E)6"ST RISER

(E)6"ST

RISER

(E)10"ST UG

(E)4"ST UG

(E)8"ST UG

LEVEL 2

LEVEL 3

LEVEL 4

LEVEL 5

LEVEL 1

(E)10"ST UG

(E)12"ST UG

(E)12"ST UG

(E)6"ST UG

(E)6"ST UG

(E)4"ST RISER

(E)4"ST RISER

4"ST RISER

4"ST RISER

(E)6"ST RISER

6"ST RISER

(E)6"ST RISER

6"ST RISER

6"ST RISER

6" PIPE SLEEVE PLUG

6" PIPE SLEEVE PLUG

6"ST RISER

(E)8"ST UG

(E)8"ST UG

(E)8"ST UG

(E)8"ST UG

(E)6"ST RISER

(E)4"ST UG

(E)4"ST UG

4"ST UG 4"ST UP TO OPEN SITE DRAIN.

EXTEND 2"PD FROM ELEVETOR SUMP

PUMP AND DRAIN TO OPEN SITE DRAIN

WITH AIR GAP.

(E)6"ST RISER

(E)6"ST RISER

6"ST RISER

6"ST RISER

(E)6"ST RISER

6"ST RISER

LEVEL 2

LEVEL 1

LEVEL 3

LEVEL 4

LEVEL 5

LEVEL 2

LEVEL 3

LEVEL 4

LEVEL 5

LEVEL 1

(E)4"ST RISER

6"ST RISER

EXISTING EXPANSION JOINT

EXISTING EXPANSION JOINT

EXISTING EXPANSION JOINT

EXISTING EXPANSION JOINT

EXISTING EXPANSION JOINT

EXISTING EXPANSION JOINT EXISTING EXPANSION JOINT

EXISTING EXPANSION JOINT EXPANSION JOINT

EXPANSION JOINT

EXPANSION JOINT

EXPANSION JOINT

EXPANSION JOINT

EXPANSION JOINT

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

K:

\C

C G

_P R

O

JE

C

TS

\2

1\

-1

Pa rk in g R am p

(B uf fa lo

, N Y)

\4

- D es

D oc s\

2- D ra w in gs

\W O

R

KI

N G

\2 1-

3_

P6

.d w g 6/

/2

:3

9:

P M

ISSUE FOR BIDOffice of Construction and Facilities Management

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/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

PARKING RAMP EXPANSION

3495 BAILEY AVE., BUFFALO, NY 14215

528-18-375

Project Director

Revisions: Date:

www. bancroft-ae.com

3300 Dundee Rd.

Northbrook, IL 60062

T: 847.952.9362

08-09-2024

ISSUE FOR BID 08-09-2024

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

AutoCAD SHX Text

STORM PIPING RISER

AutoCAD SHX Text

PLUMBING- STORM PIPING RISERS

AutoCAD SHX Text

RH

AutoCAD SHX Text

HS

AutoCAD SHX Text P601

PLUMBING PIPING MATERIALS

SYSTEM MATERIAL JOINING METHOD FITTINGS REMARKS

STORM DRAINAGE (ABOVE

GROUND)

CAST IRON; CISPI 301 S.S. CLAMP AND SHIELD CAST IRON (HUBLESS) 1" MINERAL FIBER w/ VAPOR BARRIER: R-VALUE - 3.7

STORM DRAINAGE

(UNDERGROUND)

PVC; ASTM D2665 (NO

CELLULAR FOAM CORE)

SOLVENT WELD PVC NONE

NOTES:

1. ABOVE MATERIALS TABLE SHOWS BASIC INFORMATION REGARDING THE MATERIALS USED. SEE SPECIFICATIONS FOR DETAILS.

2. INSULATION SHALL MEET THE IECC-2012 AND ASHRAE 90.1-2010 REQUIREMENTS FOR THICKNESS AND R-VALUE

PLUMBING FIXTURE SCHEDULE

MARK DESCRIPTION MANUFACTURER MODEL STORM REMARKS

FD-1 PARKING DRAINS JR SMITH 2140C-U-M-B (+2646Y)

OR APPROVED EQUAL

4" HEAVY DUTY CAST IRON DECK DRAIN WITH VANDAL PROOF DUCTILE IRON GRATE, SEDIMENT BUCKET

& NO-HUB ADAPTOR (MIN. GRATE FREE AREA OF 26 SQ. IN.)

FD-2 FLOOR DRAIN ZURN Z45-BZ1-DP OR

APPROVED EQUAL. 4"

MEDIUM DUTY (NOT TRAFFIC) FLOOR DRAIN SHALL COMPLY WITH ASME A112.6.3. TYPE FLOOR C FLOOR DRAIN SHALL HAVE A CAST IRON BODY DOUBLE DRAINAGE PATTERN, CLAMPING DEVICE, LIGHT DUTY NICKLE BRONZE ADJUSTABLE STRAINER WITH ROUND OR SQUARE GRATE OF 6" WIDTH

OR DIAMETER MINIMUM. ZURN #Z415-BZ1-DP OR APPROVED EQUAL.

AD-1 AREA DRAIN ZURN Z537 OR APPROVED

EQUAL

4" - 6" TO

MATCH RISER

HEAVY DUTY PARKING DECK DRAIN, 15-7/8" SQUARE TOP, DURA-COATED CAST IRON BODY WITH BOTTOM OUTLET, HEAVY-DUTY GASKETED DRAIN SUPPORT FLANGE, VANDAL-PROOF SECURED TOP

WITH HEAVY-DURY SLOTTED DUCTILE IRON GRATE.

NOTES:

1. SIZES LISTED ARE MINIMUM CONNECTIONS REQUIRED TO FIXTURES.

ELEVATOR SUMP PUMP SCHEDULE

MARK LOCATION GPM PUMP HEAD

(ft)

DISCHARGE

SIZE (in)

MIN. BASIN

SIZE (IN) HP RPM

ELECTRICAL DATA

MANUFACTURER MODEL

HZ VOLT PHASE

SP-1 ELEVATOR PIT 50 18 2 18"DIA x 30"

DEEP 1/2 1750 60 115 1 WEIL 1411

REMARKS:

1. HEAVY DUTY PUMP, CAST IRON CASE, CAST IRON IMPELLER, STAINLESS HARDWARE AND STRAINER. PUMP CLEAR AND GREY WATER WITH SOLIDS.

2. POWER CORD LENGTH - 15 ft WITH 3 CONDUCTOR GROUNDED PLUG.

3. PROVIDE WITH WALL MOUNTED HIGH WATER ALARM AND SENSOR PANEL.