PL101-PLUMBING PLANS.pdf

REFREF

A B.2 C

BOILER RM

A.1 B B.3

1.1

5.1

STORAGE

ELEC RM

CONTROL

TELECOM

STORAGE

10" S

SUPERVISOR

4" SS UP4" NG UP

2" SS UP

2" V UP

2" V UP

3" SS UP

2" SS UP

4" SS UP

FD-E

FD-C

FD-R

FD-R

FD-E FD-E

8" CW UP 8" CW UP

8" PCW UP

10" S UP

S S

4" SS

FD-R

2" SS UP

GENERATOR

PL300

2" SS UP

4" SS UP

6" SS

4" SS

CITY WATER

TANK

CITY WATER

TANK

(CWV)

(CWV)

4" SS

4" SS

FD-E

FD-E

FD-E

FD-E

4" SV UP

4" SV UP

4" SV UP

S S

S S

S S

4" NG 4" SS UP

FCO

FD-E

4" SS UP

FD-E

6" SCW UP

4" WOG2" DCW UP

FD-E

FCO

FCO

6" SS UP

I.E.= 98' - 0"

4" SS

4" SS

4" SS

4" SS6" SS

I.E.= 96' - 7"I.E.= 89' - 0"I.E.= 88' - 10"

I.E.= 93' - 0"

I.E.= 98' - 3"

I.E.= 97' - 10"

I.E.= 97' - 7"

I.E.= 97' - 6"

I.E.= 92' - 8" I.E.= 92' - 8"

8" CW

8" CW

8" PCW

I.E.= 93' - 3"

I.E.= 89' - 2"

6" SS

4" SS

4" SS

I.E.= 97' - 3"I.E.= 96' - 8"

2" IWS UP2" IWS UP

2" IWS

2" IWS

2" V UP

FD-C

WOMENS LOCKER

CORRIDOR

BREAKROOM

FCOFCO

4" SS

2" S

S

2" SS UP

PROPANE STORAGE

UNISEX TOILET

MENS LOCKER

S L O

P E

SLOPE

12-BPIW-1

12-BPIW-2

6" CW

6" CW

C W

2" IWS

2" IWS

6" CW UP

FUEL OIL

TANK

FUEL OIL

TANK

A B.2 C

BOILER RM

A.1 B B.3

1.1

5.1

STORAGE

ELEC RM

CONTROL

TELECOM

STORAGE

SUPERVISOR

FD-E

FD-E

FD-E

PP-707

PP-705B

FD-C

PP-702

PP-101

PP-408

PP-528

FD-R

FD-R

12-WS-1

PP-502

12-BFP-1 12-BFP-2

12-BFP-3

12-BFP-4

FD-R

12-FCCU-2

12-FCCU-3

PP-604

GENERATOR

PL300

12-WS-2

12-FCCU-4

PP-707FD-E

PP-705B

FD-E

FD-E

FD-E

FD-E

12-FCCU-1

TP-1

TP-1

GAS METER

TP-1

FD-E

FD-CPP-702

PROPANE STORAGE

PP-804

PP-804

PP-804

PP-804

FD-C

12-DKT-1

Architecture Engineering Design-Build paradigm 200 Envoy Circle, Suite 201, Louisville, KY 40299 www.paradigmusa.com

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office 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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

Burns & McDonnell Engineering Company, Inc.

9450 WARD PARKWAY, KANSAS CITY, MO

CONTROLLED UNCLASSIFIED INFORMATION

100% CONSTRUCTION DOCUMENTS

06/25/2024

FULLY SPRINKLERED

PLUMBING PLANS

PL101

S. FISCHBACH J. YOUNG

SIOUX FALLS BOILER PLANT 438-22-900

VAMC-Sioux Falls: 2501 W 22nd St, Sioux Falls, SD 57105

#NOTES:

1. FOR GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS SEE

DRAWING PL000.

2. FOR FIXTURE CONNECTION SIZES, REFER TO PLUMBING

FIXTURE SCHEDULE ON PL600.

3. ALL ITEMS THAT REQUIRE ACCESS, SUCH AS FOR

OPERATING, CLEANING, SERVICING, MAINTENANCE, AND

CALIBRATION, SHALL BE EASILY AND SAFELY ACCESSIBLE BY

PERSONS STANDING AT FLOOR LEVEL, OR STANDING ON

PERMANENT PLATFORMS, WITHOUT THE USE OF PORTABLE

LADDERS. EXAMPLES OF THESE ITEMS INCLUDE, BUT ARE

NOT LIMITED TO: ALL TYPES OF VALVES, FILTERS AND

STRAINERS, TRANSMITTERS, CONTROL DEVICES. PRIOR TO

COMMENCING INSTALLATION WORK, REFER CONFLICTS

BETWEEN THIS REQUIREMENT AND CONTRACT DOCUMENTS

TO THE COR FOR RESOLUTION. FAILURE OF THE

CONTRACTOR TO RESOLVE, OR POINT OUT ANY ISSUES WILL

RESULT IN THE CONTRACTOR CORRECTING AT NO

ADDITIONAL COST OR TIME TO THE GOVERNMENT.

4. ALL INVERT ELEVATIONS (I.E.) ARE BASED ON FINISHED

FLOOR = 100'-0".

KEYED NOTES:

1. CITY WATER ENTRY. REFER TO CIVIL DRAWING C104 FOR PIPE CONTINUATION.

2. CITY WATER LINE TO WATER TOWER. REFER TO CIVIL DRAWING CU101 FOR PIPE CONTINUATION.

3. SOFT WATER LINE TO BUILDING 11. REFER TO PL201 FOR PIPE CONTINUATION.

4. STORM WATER BUILDING EXIT. REFER TO CIVIL DRAWING CU101 FOR PIPE CONTINUATION.

5. SANITARY SEWER BUILDING EXIT. REFER TO CIVIL DRAWING CU101 FOR PIPE CONTINUATION.

6. TANKS SHOWN FOR CLARITY. REFER TO CIVIL DRAWINGS FOR TANK LOCATIONS AND WATER LINE TIE-IN DETAILS. REFER TO 33 16 00 FOR SPECIFICATIONS AND PL500.

7. NATURAL GAS ENTRY. REFER TO CIVIL DRAWING CU101 FOR PIPE CONTINUATION.

8. PROVIDE SLEEVE IN FOUNDATION THAT EXTENDS 6" ABOVE AND BELOW FOUNDATION. SLEEVE SHALL BE 2" LARGER THAN PIPE.

9. UP TO TRAP PRIMER. ROUTE TRAP PRIMER LINES TO FLOOR DRAINS AS SHOWN.

10. ROUTE DOMESTIC WATER TO BLOWDOWN TANK. REFER TO DRAWING MP101.

11. 4" UP TO TRENCH OUTLET.

12. TO OIL WATER SEPARATOR. REFER TO CIVIL DRAWING CG101 FOR PIPE CONTINUATION.

13. BLOWDOWN PIT SHALL HAVE 6" OUTLET ON FD-E.

14. ROUTE 2" VENT FROM WATER TANKS TO BUILDING WALL. ROUTE 6'-0" ABOVE GRADE AND SUPPORT FROM BUILDING STRUCTURE. INCLUDE RAIN CAP ON VENT LINE.

15. CAUSTIC STORAGE TANK AND PUMP FOR DEALKALIZER. REFER TO PROJECT SPECIFICATIONS 22 67 21.

16. INSTALL CITY WATER METER PRIOR TO BACK FLOW ASSEMBLY. REFER TO CITY WATER METER INSTALLATION DETAILS ON PL501.

TRUE

N

PLAN

N

1/8" = 1'-0" E5

PLUMBING PLAN - UNDERGROUND

TRUE

N

PLAN

N

1/8" = 1'-0" E2

PLUMBING EQUIPMENT PLAN - 1ST FLOOR

1 1 3

Addendum 1 08-09-2024

Addendum 3 01-17-2025

16 16

Jan-16-2025