Amendment 2-589A4-21-100-PLUMBING-6 pages.pdf

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Attached to
Z2DA--Relocate Medical Ward for Patient Privacy PN:589A4-21-100
Solicitation number
36C25522R00240002
Issued by

About this file

This solicitation package includes mechanical and plumbing drawings for the relocation of a medical ward to provide patient privacy at a Veterans Affairs medical center. The drawings depict the reconfiguration of plumbing fixtures and piping systems on the third floor to accommodate the new layout. Key details include relocating water closets, lavatories, showers, and other fixtures as well as connecting drain, vent, water supply, and medical gas lines to the existing infrastructure. The drawings provide specifications for fixtures, pipe sizes, and design requirements. They also include enlarged sections, riser diagrams, and schedules to illustrate fixture locations and piping connections. The solicitation is for a construction project to implement the renovations depicted in the mechanical and plumbing construction documents.

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Amendment 2-589A4-21-100-MECHANICAL-7 pages.pdf PDF
36C25522R0024 0002.pdf PDF

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Text version

COMPLETE LAYOUT DRAWINGS SHALL BE REQUIRED BY SPECIFICATION PARAGRAPH,

"SUBMITTAL" IN SPECIFICATION SECTION 220511. CONSTRUCTION WORK SHALL NOT

START ON ANY SYSTEM UNTIL THE LAYOUT DRAWINGS HAVE BEEN APPROVED BY VA.

FINISHED FLOOR8x8 STAINLESS STEEL ACCESS

PANEL

2" [50mm] PVC

WASTE CONNECTION TAILPIECE

CROSS BREAK

BOTTOM FOR

DRAINAGE

INTEGRAL WALL FLANGE 1"

[25mm] WIDE TYP.

WATER DAM

DISCHARGE HOSE BRACKET

3/4" [19mm] HOSE ADAPTER

3/4" [13mm] PVC BALL VALVE

3/4" [13mm] TYPE 316

STAINLESS STEEL COUPLING

SEAM WELDED TO BOX

[2 5m m

[50mm]

[7 5m m

[3 m m

[4 m m

[61mm]

[100mm][300mm]

3/4" [13mm] SUPPLY

WATER SUPPLY

2"

2"

1' -4

2-3/8"

4"14"

FINISHED FLOOR

NICKEL BRONZE ADJUSTABLE

STRAINER (FLUSH WITH FINISHED

FLOOR)

CEMENT BED

EPOXY FLOOR

CONCRETE FILL

EXISTING STRUCTURAL SLAB

FLASHING CLAMP WITH WEEP HOLES

THREADED, CAULKED OR NO-HUB

CONNECTION

LOOSE GRAVEL AT WEEP HOLES 3mm to 6mm

SIZE

WATERPROOF MEMBRANE

PROVIDE A METAL SUPPORT PLATE WHEN DRAIN IS INSTALLED IN

AN EXISTING FLOOR. CAULK AROUND DRAIN PRIOR TO RE-

GROUTING

CLAMP WATERPROOF MEMBRANE

INSIDE OF DRAIN BODY TO DRAIN TO

WEEP HOLES

NOTE:

SLOPE MEMBRANE LINER 2% TO DRAIN.

NOTE: SHIM SUPPORT ASSEMBLY AS

REQUIRED WITH MANUFACTURER'S SHIM

CASTING FOR PLUMB HYDRANT

INSTALLATION ON SLOPED ROOF DECK.

LEVER OPERATOR

ADJUSTABLE LINK

GALVANIZED STEEL

PIPE CASING

BRASS BACKFLOW

PREVENTER WITH 3/4"

MALE HOSE THREAD

OUTLET.

DIVERTER ASSEMBLY.

EPDM BOOT AND WELL SEAL.

CAST IRON HYDRANT

SUPPORT ASSEMBLY.

THE GENERAL CONTRACTOR

SHALL FLASH/ SEAL HYDRANT

ROOFING PENETRATION.

INSULATION

MOUNTING SYSTEM

PROVIDED BY HYDRANT

MANUFACTURER.

ROOF DECKING

VALVE BODY FOR AUTOMATIC

DRAIN-DOWN OF HYDRANT.

TRANSITION FROM BRANCH

PIPING SIZE TO HYDRANT

INLET SIZE AS REQUIRED.

INSULATED BRANCH COLD

WATER PIPING.

INSULATED 1/2" COPPER DRAIN

LINE, PIPE WITH SLOPE TO

APPROVED LOCATION OR AS

INDICATED ON THE PLUMBING

FLOOR PLANS.

R O

U G

H -I

N P

E R

M A

N U

F A

C T

U R

E R

S R

E C

O M

M E

N D

A T

IO

N

S

3/8" [11mm]

TW FROM PEDAL VALVE

3/8" [11mm] H & CW

CARRIER LEG

FINISHED FLOOR

7/8" [22mm]∅ HOLE

7" [1 m m ] T

O C

E N

T E

R

LI

N E

O

F S

P O

U T

B R

A C

E

4' -6

[1

0m m

F R

O M

F

IN

IS

H

E D

F

LO

O R

1/2" [13mm]

TO SPRAY

NOZZLE

1/2" [13mm]1/2" [13mm] H&CW

NOTE:

PROVIDE AN ADDITIONAL 16 GAGE GALVANIZED

STEEL PLATE 12"x16" [300x400mm] SECURED

TO A MINIMUM OF 2 STUDS FOR A FOOT PEDAL.

1/2" [13mm] FROM VACUUM BREAKER

1/2" [13mm] TO VACUUM BREAKER

FLUSH VALVE

TOP SPUD

[1 m m

6"

[150mm] 6"

[1 m m

12" [300mm]30

[7 m m

1/

4" [1 m m

[5 0m m

1/

4" [1 m m

[2

0m m

[3

0m m

9" [225mm]

20" [500mm]

6' -0

[1

0m m ] F

R O

M F

IN

IS

H E

D F

LO

O

R

4" [100mm]

12" [300mm]

R O

U G

H -I

N P

E R

M A

N U

F A

C T

U R

E R

S R

E C

O M

M E

N D

A T

IO

N

S

GENERAL NOTE

ALL LOW VOLTAGE WIRING BETWEEN ALARM

PANELS AND PRESSURE SWITCHES OR

EQUIPMENT SHALL BE INSTALLED IN CONDUIT

BY EC PER ELECTRICAL SPECIFICATIONS.

VERIFY CONDUCTOR COUNTS,

INTERCONNECTION REQUIREMENTS AND

CABLE TYPES WITH MANUFACTURER.

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg.Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F 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

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

117 PIERCE ST, SUITE 110

SIOUX CITY, IOWA 51101

712.252.4014

142 N. MOSLEY ST.

WICHITA, KANSAS 67202

316.262.2500

303 S. TOPEKA

WICHITA, KANSAS 67202

316.262.2691

1 ASI 001 02-28-22

P-601

PLUMBING SCHEDULES AND

DETAILS

RELOCATE MEDICAL WARD

FOR PATIENT PRIVACY

800 HOSPITAL DRIVE COLUMBIA, MO 65201

07-26-2021

589A4-21-100

FINAL CONSTRUCTION DOCUMENTS

JGATJS

PLUMBING FIXTURE DESCRIPTION

NO SCALE

(P-809) DIALYSIS BOX DETAIL

NO SCALE

TYPE "C" FLOOR DRAIN DETAIL

P-101: WATER CLOSET:

BASED ON AMERICAN STANDARD 3312.001 FLOOR MOUNTED, BACK OUTLET, VITREOUS CHINA, 17-1/8” HIGH ELONGATED BOWL, HIGH EFFICIENCY, SIPHON JET TOILET WITH 1-1/2” TOP SPUD – ZURN ZEMS6000AV-2-IS- HET SENSOR OPERATED 1.28 GPF FLUSH VALVE WITH VACUUM BREAKER, TAILPIECE, DUAL FILTERED BYPASS, TRUE MECHANICAL OVERRIDE – FURNISH TRANSFORMER - WHITE SOLID PLASTIC ELONGATED OPEN FRONT SEAT, LESS COVER. SET WATER CLOSET SO THAT CENTERLINE IS 16”-18” FROM NEAREST WALL.

P-102: WATER CLOSET:

BASED ON AMERICAN STANDARD 3312.001 FLOOR MOUNTED, BACK OUTLET, VITREOUS CHINA, 17-1/8” HIGH ELONGATED BOWL, HIGH EFFICIENCY, SIPHON JET TOILET WITH 1-1/2” TOP SPUD – ZURN Z6000AV-HET 1.28 GPF FLUSH VALVE WITH VACUUM BREAKER, TAILPIECE, DUAL FILTERED BYPASS – WHITE SOLID PLASTIC ELONGATED OPEN FRONT SEAT, LESS COVER. FLUSH HANDLE SHALL BE ON THE WIDE SIDE OF THE TOILET

ROOM.

P-402: LAVATORY:

BASED ON KOHLER K-2005 “KINGSTON” 20”X18” WALL HUNG VITREOUS CHINA LAVATORY WITH THREE HOLE DRILLING, FRONT OVERFLOW, DRILLED FOR CONCEALED ARM CARRIER – FAUCET BASED ON CHICAGO FAUCET 895-317-GN2FCXKABCP DECK MOUNTED FAUCET WITH WRISTBLADE HANDLES, GOOSENECK SPOUT, NON-AERATING LAMINAR FLOW AND CERAMIC CARTRIDGE – ASSE 1070 MIXING VALVE ON HOT WATER LINE - DRAIN WITH GRID STRAINER – CHROME PLATED WALL SUPPLIES WITH LOOSE KEY STOPS – 1-1/4” CHROME PLATED CAST BRASS “P” TRAP – FLOOR MOUNTED CONCEALED ARM CARRIER – INSULATE “P” TRAP

AND HOT WATER SUPPLY.

P-422: LAVATORY:

LAVATORY BOWL INTEGRAL TO COUNTERTOP. FAUCET BASED ON CHICAGO FAUCET 895-317-GN2FCXKABCP DECK MOUNTED FAUCET WITH WRISTBLADE HANDLES, GOOSENECK SPOUT, NON-AERATING LAMINAR FLOW AND CERAMIC CARTRIDGE – ASSE 1070 MIXING VALVE ON HOT WATER LINE – DRAIN WITH GRID STRAINER - WALL SUPPLIES WITH LOOSE KEY STOPS – CHROME PLATED CAST BRASS “P” TRAP. SUPPORT COUNTERTOP USING FLOOR MOUNTED CARRIER EQUAL TO WADE 510-02. INSTALL PIPING TO FIT WITHIN ARCHITECTURAL ENCLOSURE.

P-502: SERVICE SINK, FLOOR MOUNTED:

BASED ON STERN WILLIAMS SBC-1700 24”X24”X12” DEEP TERRAZZO MOP BASIN WITH DROP FRONT AND STAINLESS STEEL CAP – CAST BRASS DRAIN WITH STAINLESS STEEL STRAINER – CHICAGO FAUCET 897-CCP SERVICE SINK FAUCET WITH INTEGRAL CHECKSTOPS, SPOUT WITH BUCKET HOOK, 3/4" HOSE THREAD END, VACUUM BREAKER, ADJUSTABLE TOP BRACE, LEVER HANDLES – STAINLESS STEEL BACKSPLASH PANELS

ON ADJACENT WALLS. INSTALL CHECK VALVES ON WATER SUPPLIES.

P-505: SERVICE SINK CLINICAL:

BASED ON KOHLER K-12867 “CAMERTON” WALL MOUNTED VITREOUS CHINA, SIPHON JET FLUSHING RIM SERVICE SINK WITH 1-1/2” TOP SPUD - K-8935 STAINLESS STEEL RIM GUARD – SLOAN 117-H FLUSH VALVE WITH VACUUM BREAKER – CHICAGO FAUCET 814-VBXKCCP CHROMEPLATED CAST BRASS FAUCET WITH QUARTER TURN CERAMIC DISC CARTRIDGES, CHECKSTOPS, VACUUM BREAKER SPOUT WITH HOSE THREAD OUTLET, PAIL HOOK, BOTTOM BRACE, 6” ELBOW BLADE HANDLES – CHICAGO FAUCET 910-G777-21KCP BEDPAN WASHER WITH REMOTE PEDAL VALVES, ELEVATED VACUUM BREAKER, SELF-CLOSING HOSESPRAY – APOLLO

“THE SHIELD” SPLASH GUARD - FLOOR SUPPORTED WALL CARRIER.

P-528: SINGLE COMPARTMENT SINK:

SINK BOWL INTEGRAL TO COUNTERTOP. FAUCET BASED ON CHICAGO FAUCET 786-GN8FCXKABCP FAUCET WITH GOOSENECK SPOUT, WRISTBLADE HANDLES, NON-AERATING LAMINAR OUTLET – ASSE 1070 MIXING VALVE ON HOT WATER LINE – GRID STRAINER – WALL SUPPLIES WITH LOOSE KEY STOPS – 1-1/2” CHROME PLATED CAST BRASS “P” TRAP. SUPPORT COUNTERTOP USING FLOOR MOUNTED CARRIER EQUAL TO WADE

510-02. INSTALL PIPING TO FIT WITHIN ARCHITECTURAL ENCLOSURE.

P-529: SINGLE COMPARTMENT SINK:

SINK BOWL INTEGRAL TO COUNTERTOP. FAUCET BASED ON CHICAGO FAUCET 786-GN8FCXKABCP FAUCET WITH GOOSENECK SPOUT, WRISTBLADE HANDLES, NON-AERATING LAMINAR OUTLET - ASSE 1070 MIXING VALVE ON HOT WATER LINE – GRID STRAINER – WALL SUPPLIES WITH LOOSE KEY STOPS – 1-1/2” CHROME PLATED CAST BRASS “P” TRAP. SUPPORT COUNTERTOP USING FLOOR MOUNTED CARRIER EQUAL TO WADE 510-02.

P-530: SINGLE COMPARTMENT SINK:

SINK BOWL INTEGRAL TO COUNTERTOP. FAUCET BASED ON CHICAGO FAUCET 626-GN8AE36ABCP GOOSENECK SPOUT, NON-AERATING LAMINAR OUTLET - CHICAGO FAUCET 834-EPSLOABCP FOOT OPERATED, METERING CONTROL VALVE WITH ADJUSTABLE RUN TIME, LOOSE KEY STOPS - ASSE 1070 MIXING VALVE ON HOT WATER LINE – GRID STRAINER – 1-1/2” CHROME PLATED CAST BRASS “P” TRAP. SUPPORT

COUNTERTOP USING FLOOR MOUNTED CARRIER EQUAL TO WADE 510-02.

P-531: SINGLE COMPARTMENT SINK:

SINK BOWL INTEGRAL TO COUNTERTOP. FAUCET BASED ON CHICAGO FAUCET 631-RE29VPXKABCP WALL FAUCET WITH GOOSENECK SPOUT, WRISTBLADE HANDLES, NON-AERATING LAMINAR OUTLET, CERAMIC CARTRIDGE - ASSE 1070 MIXING VALVE ON HOT WATER LINE – GRID STRAINER – WALL SUPPLIES WITH LOOSE KEY STOPS – 1-1/2” CHROME PLATED CAST BRASS “P” TRAP.

P-704: SHOWER:

BASED ON CHICAGO FAUCET 1920-VOC401RCP CONCEALED THERMOSTATIC/PRESSURE BALANCING SHOWER VALVE WITH BRASS LEVER HANDLE, TEMPERATURE INDICATORS, INTEGRAL SERVICE STOPS – 151-ACP WALL MOUNTED HAND SPRAY WITH WALL ELBOW AND INLINE VACUUM BREAKER, 2.5 GPM HAND SPRAY, 24” WALL MOUNTED SLIDE BAR, 59” STAINLESS STEEL HOSE – 600ACP SHOWERHEAD WITH ARM AND WALL

FLANGE – CHROME PLATED DIVERTER VALVE.

P-704A: SHOWER:

BASED ON CHICAGO FAUCET 1920-VOC401RCP CONCEALED THERMOSTATIC/PRESSURE BALANCING SHOWER VALVE WITH BRASS LEVER HANDLE, TEMPERATURE INDICATORS, INTEGRAL SERVICE STOPS – 151-ACP WALL MOUNTED HAND SPRAY WITH WALL ELBOW AND INLINE VACUUM BREAKER, 2.5 GPM HAND SPRAY, 24” WALL MOUNTED SLIDE BAR, 59” STAINLESS STEEL HOSE.

P-710: EMERGENCY EYE AND FACE WASH:

BASED ON GUARDIAN MODEL G1805 DECK MOUNTED SWINGAWAY EYE/FACE WASH WITH SUPPLY STOP ON INLET, RIGHT OR LEFT HANDED AS INDICATED – THERMOSTATIC MIXING VALVE IN MILLWORK LOCATED BELOW UNIT. MOUNT EYE/FACE WASH SO THAT IT DISCHARGES WATER OVER THE SINK DURING ACTIVATION.

P-809: DIALYSIS BOX:

BASED ON BRADLEY 7920-DR-TTC-PV-1 SINGLE VALVE STAINLESS STEEL RECESSED HEMO-DIALYSIS BOX WITH PVC VALVE, FRAME, AND SIDE OPENING DOOR WITH LATCH – 2” PVC “P” TRAP. DRAIN OPENING SHALL BE

NO MORE THAN 24” A.F.F.

P-812: WATER SUPPLY BOX:

BASED ON GUY GRAY 88531 WHITE POWDER COATED ICE MAKER OUTLET BOX WITH WATER HAMMER ARRESTOR. LOCATE ABOVE COUNTERTOP BACKSPLASH HEIGHT.

P-813: ROOF HYDRANT:

BASED ON WOODFORD RHY2-MS FREEZELESS ROOF HYDRANT WITH ROOF MOUNTING SYSTEM, 3/4” BRASS HOSE NOZZLE WITH BACKFLOW PREVENTER.

DRAIN BOX:

BASED ON SIOUX CHIEF 696-3 DRAIN BOX WITH 2” OUTLET, FRAME. INSTALL 24” AFF, FLUSH WITH FINISHED MILLWORK.

PLUMBING FIXTURE SCHEDULE

MARK DESCRIPTION

WASTE

PIPE IN

VENT

PIPE IN

COLD

WATER IN

HOT

WATER IN

WASTE

FIXTURE

UNITS

WATER

FIXTURE

UNITS

WRIST

BLADE

HANDLES

ELECTRIC

SENSOR

REMARKS

P-101 WATER CLOSET FLOOR MTD. 4 2 1.25 - 4 10 NO YES ADA WHEELCHAIR ACCESSIBLE

P-102 WATER CLOSET FLOOR MTD. 4 2 1.25 - 4 6 NO NO ADA WHEELCHAIR ACCESSIBLE

P-402 LAVATORY 2 1.5 .5 .5 1 2 YES NO ADA WHEELCHAIR ACCESSIBLE

P-422 LAVATORY 2 1.5 .5 .5 1 2 YES NO ADA WHEELCHAIR ACCESSIBLE

P-502 SINK SERVICE FLOOR MTD. 3 2 .75 .75 2 4 YES NO

P-505 SINK SERVICE CLINIC 4 2 1.25 .75 5 10 YES NO RIM FLUSHING, FOOT PEDALS

P-528 SINK 2 1.5 .5 .5 3 2 YES NO ADA WHEELCHAIR ACCESSIBLE

P-529 SINK 2 1.5 .5 .5 3 2 YES NO

P-530 SINK 2 1.5 .5 .5 3 2 NO NO FOOT PEDALS

P-531 SINK 2 1.5 .5 .5 3 2 YES NO

P-704 SHOWER 2 1.5 .5 .5 2 1.4 NO NO ADA WHEELCHAIR ACCESSIBLE

P-710 EMERGENCY EYEWASH - - .75 .75 - - NO NO

P-809 DIALYSIS BOX 2 1.5 .75 - - - NO NO

P-812 WATER SUPPLY BOX - - .5 - - .5 NO NO

P-813 ROOF HYDRANT - - 1 - - - NO NO

MEDICAL GAS CONNECTION SCHEDULE

EQUIPMENT CALLOUT LOC

SERVING

OXYGEN VACUUM MEDICAL AIR

OUTLETS

REMARKS

OXYGEN VACUUM MED AIR

HEADWALL PATIENT ROOMS PATIENT BED (2)1/2" (2)3/4" (2)1/2" - - - HEADWALL

MGO-1 DIALYSIS DIALYSIS 1/2" 3/4" - 1 1 - WALL OUTLETS

ZONE VALVE BOX - A CORR. C3A4 PATIENT ROOMS #1-12 3/4" 1" 3/4" - - - w/AREA ALARM

ZONE VALVE BOX - B CORR. C3D5 PATIENT ROOMS #17-24 1/2" 1" 1/2" - - - w/AREA ALARM

ZONE VALVE BOX - C CORR. C3D4 DIALYSIS 1/2" 3/4" - - - - w/AREA ALARM

ZONE VALVE BOX - D CORR. C3A5 PATIENT ROOMS #13-16 1/2" 3/4" 1/2" - - - w/AREA ALARM

NO SCALE

(P-813) ROOF HYDRANT DETAIL

NO SCALE

(P-505) CLINIC SERVICE SINK ROUGH-IN DETAIL

7.3

6.3

5.5

4.6

3.7

2.8

1.9

1.1

AaBBaCDEF.1

(EX)4"W RISER (S-12)

E ( )2-1/2'' E ( )1-1/2'' E ( )1"

BARIATRIC #18

A318

TLT./SHWR

A318A

TLT./SHWR

D319A

ISO/BAR #19

D319

TLT./SHWR

A317A

PAT. RM #16

A316

TLT./SHWR

A316A

NOUR.

A334

MEDS

A335

CLEAN

A336

CORR.

C3A6

BARIATRIC #15

A315

TLT./SHWR

A315A

STAIR #4

A346

TLT.

A338

SOILED

A337

TLT./SHWR

A314A

PAT. RM #14

A314

BARIATRIC #13

A313

TLT./SHWR

A313A

NURSE WK/COPY

A333

TLT./SHWR

A311A

PAT. RM #11

A311

PAT. RM #9

A309

TLT./SHWR

A309A

TLT./SHWR

A307A

PAT. RM #7

A307

PAT. RM #5

A305

TLT./SHWR

A305A

ELEC./SYSTEMS

A330

CLEAN LINEN

A322

CLEAN

A321

NURSE

A332

ANTE

D319B

BARIATRIC #20

D320

TLT./SHWR

D320A

TLT./SHWR

D321A

PAT. RM #21

D321

TLT./SHWR

D312A

NOUR.

D313

EQUIP

D311

STRETCHER

D309

MED. GAS

D307

EQUIP.

D305

STRETCHER

D303

PAT. RM #4

D304

PAT. RM #6

D306

PAT. RM #8

D308

PAT. RM #10

D310

TLT./SHWR

D310A

TLT./SHWR

D308A

TLT./SHWR

D306A

TLT./SHWR

D304A

CORR.

C3D5

NURSE

D314

CORR.

C3A4

DIALYSIS

D342

CORR.

C3D4

STAFF LOUNGE

D343

STORAGE

D345

SOILED

D342A

NURSE MGR/ ASST MGR.

A325

NURSE

A328

NURSE WK/COPY

A329

CORR.

C3A3

NOUR.

A324

ISO/BAR #3

A303

ISO/BAR #2

A302

TLT./SHWR

A302A

ANTE

A303B

ISO/BAR #1

A301

ANTE

A302BTLT./SHWR

A301A

ANTE

A301B

E X

) R

L E

X

) R L

EX( )RL

P-102

P-422

P-704 P-704 P-704

P-704

P-704 P-704 P-704

P-704

P-704

P-704

P-704

P-704

P-704

P-704

P-422 P-422 P-422 P-422

P-422

P-422 P-422 P-422

P-422

P-422

P-422

P-422

P-422

P-422

P-422

P-422

P-422

P-422

P-529

P-102 P-102

P-102

P-102

P-102

P-422 P-422

P-102 P-102

P-101 P-102

P-102

P-102

P-102

P-102

P-102

P-102

P-102

P-102

P-704

P-528

P-710

P-402

P-530

P-528

P-529

P-528

P-528

P-528

P-530

P-528

P-531

P-505

P-502

P-809

P-422

P-422

P-422

P-529

P-529

P-422

P-422

P-102

P-102

P-102

P-529

P-704

P-704

P-704

CONSULT RM.

D344

P-809 P-809

P-809

DCW

D C

W

DCW

DCW

D C

W

DCW

DCW

D C

W

D C

W

P-102

3"V DOWN

P-528

D

D

P-422

P-422

P-422

P-422

P-422 P-422 P-422

P-422

P-422

P-422

P-422

P-422

P-422

P-422

P-422

CORR.

C3A1

P-710

MEDS

A319

SOILED

A320

GEN. STOR.

A326

STORAGE

A327

PL402

PL404

PL401

PL403

RATED WALL. REFERENCE LIFE SAFETY DRAWINGS (TYP)

P-422

P-529

P-704P-704

P-402

PLUMBING GENERAL NOTES

1. PLANS ARE SCHEMATIC IN NATURE. LAYOUT

IS BASED ON BEST AVAILABLE INFORMATION.

CONTRACTOR SHALL FIELD VERIFY EXISTING

CONDITIONS AND DIMENSIONS.

2. ALL CUTTING, PATCHING AND DEMOLITION

WORK SHALL BE CLOSELY COORDINATED

WITH THE EXISTING CONDITIONS AND THE

REQUIRED NEW WORK. G.C. SHALL PATCH

AND FINISH PENETRATIONS OF EXISTING

SURFACES TO MATCH ADJACENT SURFACES.

3. FIELD VERIFY BEST ROUTING FOR NEW

PIPING AND DUCTWORK. COORDINATE WITH

EXISTING EQUIPMENT, PIPING AND

DUCTWORK. NEW PIPING SHALL RISE AND

DROP, JOG OR OFFSET AS REQUIRED TO

AVOID CONFLICTS. DUCTWORK SHALL TAKE

PRECEDENCE OVER ALL PIPING, EXCEPT

WHERE GRADE MUST BE MAINTAINED FOR

DRAINAGE. ANY EXPENSES RISING FROM

LACK OF COORDINATION SHALL BE MADE AT

THE CONTRACTOR’S EXPENSE.

4. REFER TO ARCHITECTURAL SPECIFICATIONS

AND PLANS FOR PHASING OF DEMOLITION

AND NEW WORK. ADJACENT AREAS ARE 100%

OCCUPIED AND CONTRACTOR SHALL WORK

CLOSELY WITH COR TO SCHEDULE

DEMOLITION AND CONSTRUCTION TO BE AS

LEAST DISRUPTIVE AS POSSIBLE.

5. ALL WORK SHALL BE DONE AT NIGHT AND/OR

WEEKENDS, OR AS DIRECTED BY THE COR.

SEE ARCHITECTURAL PHASING PLANS.

6. WATER PIPING SHALL BE INSTALLED AS

INDICATED TO COMPLY WITH THE VA

PLUMBING DESIGN MANUAL. DEVIATION FROM

ROUTING ONLY PERMISSIBLE BY APPROVAL

OF COR. IN ADDITION:

a. PIPE LENGTH FROM RECIRCULATED HOT

WATER MAIN TO LAVATORY HOT WATER

STOP SHALL BE NO MORE THAN 15'-6".

b. PIPE LENGTH FROM COLD WATER MAIN

TO WATER CLOSET FLUSH VALVE SHALL

BE NO MORE THAN 19'-6".

7. REINSULATE ALL EXISTING WATER PIPING

AND RAINLEADERS TO REMAIN ABOVE

CEILING OF THIRD FLOOR.

8. COMPLETE COORDINATION OF DRAWINGS

SHALL BE REQUIRED BY PARAGRAPH

"SUBMITTAL" IN SPECIFICATION SECTION

220511. CONSTRUCTION SHALL NOT START ON

ANY SYSTEM UNTIL THE COORDINATION

DRAWINGS HAVE BEEN APPROVED BY VA.

A

3RD FLOOR KEY PLAN - AREA A

N

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg.Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F 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

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

117 PIERCE ST, SUITE 110

SIOUX CITY, IOWA 51101

712.252.4014

142 N. MOSLEY ST.

WICHITA, KANSAS 67202

316.262.2500

303 S. TOPEKA

WICHITA, KANSAS 67202

316.262.2691

1 ASI 001 02-28-22

PL103

PLUMBING PLAN 3RD FLOOR -

AREA A

RELOCATE MEDICAL WARD

FOR PATIENT PRIVACY

800 HOSPITAL DRIVE COLUMBIA, MO 65201

07-26-2021

589A4-21-100

FINAL CONSTRUCTION DOCUMENTS

JGATJS

1/8" = 1'-0"

PLUMBING PLAN 3RD FLOOR - AREA A 4' 8' 16'

1/8" = 1'-0"

0'

N

10.4

10.2

9.8

9.1

8.2

AaBBaCDEF.1

P-704

P-102

P-422

P-529

P-402

P-101

P-422

P-704

P-704A P-102

P-422

P-102

E( )RL

STAIR #5

D325

PAT. RM #24

D324

TLT./SHWR

D324A

CORR.

C3D5

TLT.

D318

CLEAN LINEN

D317A

CLEAN

D317

PAT. RM #23

D323

PT TLT.

D323A

PAT. RM #22

D322

PAT. RM #21

D321

NURSE

D314

MEDS

D315

SOILED

D316

DIALYSIS

D342

STAFF LOUNGE

D343

CORR.

C3D4

STAIR #2

D340

ELEC

D338 TLT.

D341

LOCKER

D343A

SOCIAL

D337

WAD

D339 CHG ROOM

D343B

SHARED OFFICE

D335

COPY

D336

CORR.

C3D3

CODER/REVIEW

D334

SWAMP #2

D332

OFFICE

D333

SWAMP #1

D331

SWAMP #3

D330

CORR.

C3C4

EX STOR. RM

C359

SWAMP #4

D329

HOSPITALIST

D328

STAIR #6

D327

HSKPG

D326

P-402

P-101

P-402

P-101

TLT./SHWR

D322A

P-502

EX( )RL

EX ( )3/4"

EX ( )2"

3/ 4"

P-809P-809

P-422

P-422

P-422

P-530

P-528

P-812P-812

1"

3" V

PL404

PL403

P-528

P-402

(EX)4"VTR TO REMAIN (S-72)

CONNECT 3"V TO (E)4"V (S-72)

(EX)6"RL UP TO (EX)6"RD

CONNECT 3/4"CW TO (EX)2"CW &

1"HW TO (EX)1-1/4"HW

EX ( )2"V

EX ( )4"V

EX( )RL

EX ( )6"

X

) 1

) 1 -1

/4

) 2

1"

3/ 4"

3/4"

3/ 4"

EX ( )1/2"

(EX)4"VTR TO REMAIN (S-60A)

4"V DOWN

CONNECT 4"V TO (E)4"VTR

CONNECT 2"V TO (E)4"V

3"V DOWN

RATED WALL. REFERENCE LIFE SAFETY DRAWINGS (TYP)

1"

D C

W

PLUMBING GENERAL NOTES

1. PLANS ARE SCHEMATIC IN NATURE. LAYOUT

IS BASED ON BEST AVAILABLE INFORMATION.

CONTRACTOR SHALL FIELD VERIFY EXISTING

CONDITIONS AND DIMENSIONS.

2. ALL CUTTING, PATCHING AND DEMOLITION

WORK SHALL BE CLOSELY COORDINATED

WITH THE EXISTING CONDITIONS AND THE

REQUIRED NEW WORK. G.C. SHALL PATCH

AND FINISH PENETRATIONS OF EXISTING

SURFACES TO MATCH ADJACENT SURFACES.

3. FIELD VERIFY BEST ROUTING FOR NEW

PIPING AND DUCTWORK. COORDINATE WITH

EXISTING EQUIPMENT, PIPING AND

DUCTWORK. NEW PIPING SHALL RISE AND

DROP, JOG OR OFFSET AS REQUIRED TO

AVOID CONFLICTS. DUCTWORK SHALL TAKE

PRECEDENCE OVER ALL PIPING, EXCEPT

WHERE GRADE MUST BE MAINTAINED FOR

DRAINAGE. ANY EXPENSES RISING FROM

LACK OF COORDINATION SHALL BE MADE AT

THE CONTRACTOR’S EXPENSE.

4. REFER TO ARCHITECTURAL SPECIFICATIONS

AND PLANS FOR PHASING OF DEMOLITION

AND NEW WORK. ADJACENT AREAS ARE 100%

OCCUPIED AND CONTRACTOR SHALL WORK

CLOSELY WITH COR TO SCHEDULE

DEMOLITION AND CONSTRUCTION TO BE AS

LEAST DISRUPTIVE AS POSSIBLE.

5. ALL WORK SHALL BE DONE AT NIGHT AND/OR

WEEKENDS, OR AS DIRECTED BY THE COR.

SEE ARCHITECTURAL PHASING PLANS.

6. WATER PIPING SHALL BE INSTALLED AS

INDICATED TO COMPLY WITH THE VA

PLUMBING DESIGN MANUAL. DEVIATION FROM

ROUTING ONLY PERMISSIBLE BY APPROVAL

OF COR. IN ADDITION:

a. PIPE LENGTH FROM RECIRCULATED HOT

WATER MAIN TO LAVATORY HOT WATER

STOP SHALL BE NO MORE THAN 15'-6".

b. PIPE LENGTH FROM COLD WATER MAIN

TO WATER CLOSET FLUSH VALVE SHALL

BE NO MORE THAN 19'-6".

7. REINSULATE ALL EXISTING WATER PIPING

AND RAINLEADERS TO REMAIN ABOVE

CEILING OF THIRD FLOOR.

8. COMPLETE COORDINATION OF DRAWINGS

SHALL BE REQUIRED BY PARAGRAPH

"SUBMITTAL" IN SPECIFICATION SECTION

220511. CONSTRUCTION SHALL NOT START ON

ANY SYSTEM UNTIL THE COORDINATION

DRAWINGS HAVE BEEN APPROVED BY VA.

B

3RD FLOOR KEY PLAN - AREA B

N

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg.Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F 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

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

117 PIERCE ST, SUITE 110

SIOUX CITY, IOWA 51101

712.252.4014

142 N. MOSLEY ST.

WICHITA, KANSAS 67202

316.262.2500

303 S. TOPEKA

WICHITA, KANSAS 67202

316.262.2691

1 ASI 001 02-28-22

PL104

PLUMBING PLAN 3RD FLOOR -

AREA B

RELOCATE MEDICAL WARD

FOR PATIENT PRIVACY

800 HOSPITAL DRIVE COLUMBIA, MO 65201

07-26-2021

589A4-21-100

FINAL CONSTRUCTION DOCUMENTS

JGATJS

1/8" = 1'-0"

PLUMBING PLAN 3RD FLOOR - AREA B

N

4' 8' 16'

1/8" = 1'-0"

0'

PLUMBING GENERAL NOTES

1. PLANS ARE SCHEMATIC IN NATURE. LAYOUT

IS BASED ON BEST AVAILABLE INFORMATION.

CONTRACTOR SHALL FIELD VERIFY EXISTING

CONDITIONS AND DIMENSIONS.

2. ALL CUTTING, PATCHING AND DEMOLITION

WORK SHALL BE CLOSELY COORDINATED

WITH THE EXISTING CONDITIONS AND THE

REQUIRED NEW WORK. G.C. SHALL PATCH

AND FINISH PENETRATIONS OF EXISTING

SURFACES TO MATCH ADJACENT SURFACES.

3. FIELD VERIFY BEST ROUTING FOR NEW

PIPING AND DUCTWORK. COORDINATE WITH

EXISTING EQUIPMENT, PIPING AND

DUCTWORK. NEW PIPING SHALL RISE AND

DROP, JOG OR OFFSET AS REQUIRED TO

AVOID CONFLICTS. DUCTWORK SHALL TAKE

PRECEDENCE OVER ALL PIPING, EXCEPT

WHERE GRADE MUST BE MAINTAINED FOR

DRAINAGE. ANY EXPENSES RISING FROM

LACK OF COORDINATION SHALL BE MADE AT

THE CONTRACTOR’S EXPENSE.

4. REFER TO ARCHITECTURAL SPECIFICATIONS

AND PLANS FOR PHASING OF DEMOLITION

AND NEW WORK. ADJACENT AREAS ARE 100%

OCCUPIED AND CONTRACTOR SHALL WORK

CLOSELY WITH COR TO SCHEDULE

DEMOLITION AND CONSTRUCTION TO BE AS

LEAST DISRUPTIVE AS POSSIBLE.

5. ALL WORK SHALL BE DONE AT NIGHT AND/OR

WEEKENDS, OR AS DIRECTED BY THE COR.

SEE ARCHITECTURAL PHASING PLANS.

6. WATER PIPING SHALL BE INSTALLED AS

INDICATED TO COMPLY WITH THE VA

PLUMBING DESIGN MANUAL. DEVIATION FROM

ROUTING ONLY PERMISSIBLE BY APPROVAL

OF COR. IN ADDITION:

a. PIPE LENGTH FROM RECIRCULATED HOT

WATER MAIN TO LAVATORY HOT WATER

STOP SHALL BE NO MORE THAN 15'-6".

b. PIPE LENGTH FROM COLD WATER MAIN

TO WATER CLOSET FLUSH VALVE SHALL

BE NO MORE THAN 19'-6".

7. REINSULATE ALL EXISTING WATER PIPING

AND RAINLEADERS TO REMAIN ABOVE

CEILING OF THIRD FLOOR.

8. COMPLETE COORDINATION OF DRAWINGS

SHALL BE REQUIRED BY PARAGRAPH

"SUBMITTAL" IN SPECIFICATION SECTION

220511. CONSTRUCTION SHALL NOT START ON

ANY SYSTEM UNTIL THE COORDINATION

DRAWINGS HAVE BEEN APPROVED BY VA.

PAT. RM #5

A305

PAT. RM #7

A307

TLT./SHWR

A307A

TLT./SHWR

A309A

NURSE WK/COPY

A329

ELEC./SYSTEMS

A330

PAT. RM #9

A309

PAT. RM #11

A311

HSKPG

A331

TLT./SHWR

A311A

NURSE WK/COPY

A333

NURSE

A332

TLT./SHWR

A318A

BARIATRIC #18

A318

PAT. RM #17

A317

TLT./SHWR

A317A

PAT. RM #16

A316

TLT./SHWR

A316A

NOUR.

A334

MEDS

A335

CLEAN

A336

CLEAN LINEN

A336A

CORR.

C3A6

BARIATRIC #15

A315

TLT./SHWR

A315A

PAT. RM #14

A314

TLT./SHWR

A314A

BARIATRIC #13

A313

TLT./SHWR

A313A

TLT.

A338

STAIR #4

A346

SOILED

A337

CORR.

C3A5CORR.

C3A4

CONNECT 2-1/2"V TO (EX)3"VTR (S-16)

(EX)4"VTR (S-18)

5"VTR (S-1)

(EX)4"RL DOWN (DS-4)

(EX)4"RL DOWN (DS-1)

(EX)5"RL DOWN

E X

) R

L

(EX)4"RL UP TO (EX)4"RD

E X

) R

L

EX( )RL

(EX)4"RL UP TO (EX)4"RD

CONNECT 2-1/2"V TO (EX)4"VTR

2-1/2"V DOWN

P-704 P-704 P-704

P-704

P-704

P-704

P-704

P-704

P-422 P-422

P-422

P-422

P-422

P-422

P-422

P-422

P-422

P-422

P-529

P-102 P-102

P-101

P-102

P-102

P-102

P-102

P-102

P-102

P-528

P-710

P-402

P-530

P-528

P-502

P-102

3"VTR (S-3/15)

5"V DOWN

2-1/2"V DOWN (S-16)

P-422 P-422

P-422

P-422

P-422

P-422

P-422

P-422

P-422

1/2"CW, 1-1/4"DRAIN & 1-1/4"CD UP TO CHASE ON ROOF

WHA-A

2"FD-C

2"FD-C2"FD-C

2"FD-C2"FD-C

2"FD-C

PL407

PL406

PL405

PL406

PL406

PL406

CONNECT 5"RL TO (EX)5"RL

CONNECT 2"V TO (EX)4"VTR

2"V

1- 1/

2' 'V

2"V3"V

2" V

2"V

1- 1/

2' 'V

5"V

2" V

1-1/2''V

2" V

1-1/2''V

2" V

2" V

2"V

2"V

2-1/2''

2-1/2''

2" 2"

1-1/4''

1- 1/

4'

1"

1- 1/

4'

1- 1/

4'

1/ 2"

1- 1/

4'

1/ 2"2"

2"

2"

2"

2" 1-1/2''

2-1/2''

1-1/4''

1-1/4''

1-1/4''

1-1/4''

1-1/4''

1- 1/

2'

1- 1/

2'

1- 1/

2'

1"RPZ ON WALL. RUN 1/2"DRAIN LINE TO

ABOVE MOP BASIN

3/4"

P-704

2-1/2''V

TERMINATE

1/2"CW w/STOP

AT 36" A.F.F.

2"FD-M

1-1/2"V DOWN

1- 1/

2' 'V

P-402

CONNECT 5"RL TO (EX)5"RL

D

D C

W

(EX)5"RL UP TO (EX)5"RD

RL

R L

1-1/2''

1-1/4''

1- 1/

2'

2" 2"

1- 1/

2'

1- 1/

2'

1-1/4"CD & 1-1/4"D DOWN IN WALL.

TERMINATE ABOVE MOP BASIN.

1" 1/2"

DRAIN LINE ABOVE CEILING

1/2"CW UP. VALVE & CONNECT TO HUMIDIFIER IN AHU ON ROOF

CDCD

DD

D C

D

PL407

PL406

INSTALL DEEP SEAL 'P' TRAP ON CD.

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg.Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F 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

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

117 PIERCE ST, SUITE 110

SIOUX CITY, IOWA 51101

712.252.4014

142 N. MOSLEY ST.

WICHITA, KANSAS 67202

316.262.2500

303 S. TOPEKA

WICHITA, KANSAS 67202

316.262.2691

1 ASI 001 02-28-22

PL402

ENLARGED PLUMBING PLAN 3RD

FLOOR

RELOCATE MEDICAL WARD

FOR PATIENT PRIVACY

800 HOSPITAL DRIVE COLUMBIA, MO 65201

07-26-2021

589A4-21-100

FINAL CONSTRUCTION DOCUMENTS

JGATJS

1/4" = 1'-0"

ENLARGED PLUMBING PLAN 3RD FLOOR A2

N

2' 4' 8'0'

1/4" = 1'-0"

PLUMBING GENERAL NOTES

1. PLANS ARE SCHEMATIC IN NATURE. LAYOUT

IS BASED ON BEST AVAILABLE INFORMATION.

CONTRACTOR SHALL FIELD VERIFY EXISTING

CONDITIONS AND DIMENSIONS.

2. ALL CUTTING, PATCHING AND DEMOLITION

WORK SHALL BE CLOSELY COORDINATED

WITH THE EXISTING CONDITIONS AND THE

REQUIRED NEW WORK. G.C. SHALL PATCH

AND FINISH PENETRATIONS OF EXISTING

SURFACES TO MATCH ADJACENT SURFACES.

3. FIELD VERIFY BEST ROUTING FOR NEW

PIPING AND DUCTWORK. COORDINATE WITH

EXISTING EQUIPMENT, PIPING AND

DUCTWORK. NEW PIPING SHALL RISE AND

DROP, JOG OR OFFSET AS REQUIRED TO

AVOID CONFLICTS. DUCTWORK SHALL TAKE

PRECEDENCE OVER ALL PIPING, EXCEPT

WHERE GRADE MUST BE MAINTAINED FOR

DRAINAGE. ANY EXPENSES RISING FROM

LACK OF COORDINATION SHALL BE MADE AT

THE CONTRACTOR’S EXPENSE.

4. REFER TO ARCHITECTURAL SPECIFICATIONS

AND PLANS FOR PHASING OF DEMOLITION

AND NEW WORK. ADJACENT AREAS ARE 100%

OCCUPIED AND CONTRACTOR SHALL WORK

CLOSELY WITH COR TO SCHEDULE

DEMOLITION AND CONSTRUCTION TO BE AS

LEAST DISRUPTIVE AS POSSIBLE.

5. ALL WORK SHALL BE DONE AT NIGHT AND/OR

WEEKENDS, OR AS DIRECTED BY THE COR.

SEE ARCHITECTURAL PHASING PLANS.

6. WATER PIPING SHALL BE INSTALLED AS

INDICATED TO COMPLY WITH THE VA

PLUMBING DESIGN MANUAL. DEVIATION FROM

ROUTING ONLY PERMISSIBLE BY APPROVAL

OF COR. IN ADDITION:

a. PIPE LENGTH FROM RECIRCULATED HOT

WATER MAIN TO LAVATORY HOT WATER

STOP SHALL BE NO MORE THAN 15'-6".

b. PIPE LENGTH FROM COLD WATER MAIN

TO WATER CLOSET FLUSH VALVE SHALL

BE NO MORE THAN 19'-6".

7. REINSULATE ALL EXISTING WATER PIPING

AND RAINLEADERS TO REMAIN ABOVE

CEILING OF THIRD FLOOR.

8. COMPLETE COORDINATION OF DRAWINGS

SHALL BE REQUIRED BY PARAGRAPH

"SUBMITTAL" IN SPECIFICATION SECTION

220511. CONSTRUCTION SHALL NOT START ON

ANY SYSTEM UNTIL THE COORDINATION

DRAWINGS HAVE BEEN APPROVED BY VA.

CONNECT 1-1/2"V & 4"V TO (EX)4"VTR (S-2)

3/4"CW AND 1/2"DRAIN

UP TO ROOF HYDRANT

P-813

4"V DOWN (S-2)

PAT. RM #4

D304

PAT. RM #6

D306

PAT. RM #8

D308

EQUIP.

D305 MED. GAS

D307

TLT./SHWR

D308A

TLT./SHWR

D306A TLT./SHWR

D312A

NOUR.

D313

CORR.

C3A4

STRETCHER

D309

CORR.

C3A5

TLT./SHWR

D319A

ANTE

D319B

ISO/BAR #19

D319

BARIATRIC #20

D320TLT./SHWR

D320A

PAT. RM #21

D321

TLT./SHWR

D321A

NURSE

D314

PAT. RM #22

D322

TLT./SHWR

D322A

PAT. RM #23

D323PT TLT.

D323A

TLT./SHWR

D324A

PAT. RM #24

D324

CORR.

C3D5

TLT.

D318

CLEAN

D317

CLEAN LINEN

D317A

SOILED

D316

MEDS

D315

PL407

P-529

P-422

P-528

P-528

P-529

P-530

P-101

P-402

P-422

P-422

P-422

P-422

WHA-A

P-422 P-422

P-422

P-422 P-422

DCW

D C

W

DCW

CONNECT 2"V, 2"V & 1-1/2"V TO (EX)4"VTR (S-66)

PL407

(EX)4"VTR (S-61)

CONNECT 3"V TO (EX)4"VTR

3"V DOWN

CONNECT 2"V TO (EX)4"VTR

PL405

PL406

PL406

PL406

PL407

2-1/2''2-1/2''

3/ 4"

3/ 4"

1"3/4" 2-1/2''

2"

1/2"

2"

1-1/4''

1- 1/

2'

1- 1/

2'

1-1/4''

1-1/4''

1-1/2''

1- 1/

4'

1-1/4''

1- 1/

4'

1- 1/

4'

1-1/4''

1/2"

2"

1"

1-1/4''

1-1/4''

1"

2" 1-

1/ 2'

1-1/2''

1-1/4''

1-1/4''

1- 1/

4'

1/2"

1/2"

1"

1"

2-1/2''

1"

1"

2"V DOWN (S-66)

1-1/2''V

3" V

2"V

1-1/2''V

2" V

1-1/2''V

2" V

1- 1/

2' 'V

1-1/2''V1- 1/

2' 'V

1-1/2''V 1-1/2''V

1-1/2''V

2"V

1-1/2''V

2"V 2"V

CONNECT 2"V TO (EX)4"VTR (S-60)

1- 1/

2' 'V

2" V

DRAIN BOX

TERMINATE 1/2"CW

w/STOP AT 42" A.F.F.

P-422

P-102 P-102

P-422

P-704

P-422 P-102

P-704

P-102

P-422

P-704

P-704

P-102

P-102

P-422

P-422

P-704

P-422

P-102P-402

P-102

P-704

P-422

P-422

P-704A P-102

P-704

P-422

P-102

P-422

D

D

P-704 P-704

SIM 1

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg.Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F 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

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

117 PIERCE ST, SUITE 110

SIOUX CITY, IOWA 51101

712.252.4014

142 N. MOSLEY ST.

WICHITA, KANSAS 67202

316.262.2500

303 S. TOPEKA

WICHITA, KANSAS 67202

316.262.2691

1 ASI 001 02-28-22

PL404

ENLARGED PLUMBING PLAN 3RD

FLOOR

RELOCATE MEDICAL WARD

FOR PATIENT PRIVACY

800 HOSPITAL DRIVE COLUMBIA, MO 65201

07-26-2021

589A4-21-100

FINAL CONSTRUCTION DOCUMENTS

JGATJS

2' 4' 8'0'

1/4" = 1'-0"

N

1/4" = 1'-0"

ENLARGED PLUMBING PLAN 3RD FLOOR B2

WHA-A

TLT./SHWR

D312A

1"

1/2"

1-1/4''

2-1/2''

2" V

2" V

2"FD-C

2"FD-C

P-422

P-704

P-102 P-102

P-422

P-704

2"FD-C2"FD-C

1- 1/

4'

1/2"

1/ 2"

1- 1/

4'

1-1/4''

1/2"

2"V

1-1/2''

2" V

TLT./SHWR

A314A

WHA-A

1- 1/

2'

1- 1/

2'

P-402

TLT./SHWR

D319A

TLT./SHWR

A318A

2"FD-C

2"FD-C

2"FD-C

2"FD-C

P-704

P-422

P-704

P-102

P-422

P-102

1- 1/

2'

1-1/4''

1- 1/

2'

1-1/2''1-1/4''

2"V

2" V

WHA-A

WHA-A

E X

) R

L

EX( )RL

BALL VALVE (TYP)

WHA-A

1"

2-1/2''

1/2"

1-1/4''

1/2" 1/2"

1/2"

1"

P-422

P-102

P-704

2"FD-C

2"FD-C

P-422

P-102

1-1/2''V

2"V

2"V 1-1/2''V

2"W

2"W 2"W

3"W

4"W3"W

4"W

P-422

P-402

2"FD-C

2"FD-C

2"W

2"W

4"W

1-1/2''V

2"

2"V

1-1/2''V 1-1/2''V

2"V

2"W 3"W

2"W

P-102

BALL VALVE (TYP)

WHA-A

1-1/2''

1-1/4''

1-1/4''

1/2"

1/2"

P-422

P-402

P-102

P-704

P-422

1-1/4''

1/2"

1/2"

1/2"

1-1/2''

1/2" 1/2"

P-102

P-422

P-704

P-704

P-422

P-102

1-1/4''

1-1/2''

1/2"

1/2"

1-1/4''

1/2"

1/2"

1/2"

1-1/2''1-1/4''

1/2"

BALL VALVE (TYP)

WHA-A (TYP)

WHA-A

2"FD-C

2"FD-C

P-102

4"W

2"W

3"W

4"W

2"W

2"FD-C

2"FD-C

P-422

P-102

P-422 2"V

1-1/2''V

2"V

1-1/2''V

2"V

1-1/2''V

1-1/2''V

2"W

1-1/2''V3"W

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg.Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F 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

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

117 PIERCE ST, SUITE 110

SIOUX CITY, IOWA 51101

712.252.4014

142 N. MOSLEY ST.

WICHITA, KANSAS 67202

316.262.2500

303 S. TOPEKA

WICHITA, KANSAS 67202

316.262.2691

1 ASI 001 02-28-22

PL406

ENLARGED PLUMBING PLANS AND

RISERS

RELOCATE MEDICAL WARD

FOR PATIENT PRIVACY

800 HOSPITAL DRIVE COLUMBIA, MO 65201

07-26-2021

589A4-21-100

FINAL CONSTRUCTION DOCUMENTS

JGATJS

1/4" = 1'-0"

TYPE D

1/4" = 1'-0"

TYPE E

1/4" = 1'-0"

TYPE F

WATER RISER TYPE D

WASTE AND VENT RISER TYPE D

WASTE AND VENT RISER TYPE E

WATER RISER TYPE E

WATER RISER TYPE F

WASTE AND VENT RISER TYPE F

Sheets
P-601 - PLUMBING SCHEDULES AND DETAILS
PL103 - PLUMBING PLAN 3RD FLOOR - AREA A
PL104 - PLUMBING PLAN 3RD FLOOR - AREA B
PL402 - ENLARGED PLUMBING PLAN 3RD FLOOR
PL404 - ENLARGED PLUMBING PLAN 3RD FLOOR
PL406 - ENLARGED PLUMBING PLANS AND RISERS

File details come from the government source that posted it. Updated .