Amendment 2-589A4-21-100-PLUMBING-6 pages.pdf
PDF 4 MB Posted
- Solicitation number
- 36C25522R00240002
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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| File | Type | Posted |
|---|---|---|
| Amendment 2-589A4-21-100-MECHANICAL-7 pages.pdf | ||
| 36C25522R0024 0002.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 .