36C25519R0103-006.pdf

FEC

F E

FE

F E

C F

E C

F E

C

F E

EaFGGaHJJbKLLaMNNa

Ha

6.7

Ja

8.0 W 9.3

PATIENT RM #7

C364

PATIENT RM #10

C350

PAT. TLT.

C363A

PAT. TLT.

C364A

PAT. TLT.

C365A

STAIR #7

C330

PATIENT RM #6

C363

PATIENT RM #5

C362

PAT. TLT.

C350A

PATIENT RM #4

C361

PAT. TLT.

C349A

PATIENT RM #2

C357

PAT. TLT.

C357A

PAT. TLT.

C356A

NOURISH.

C354

CORR

C3C6

CLEAN UTILITY ROOM

C333

SOILED WORKROOM

C343

SHOWER

C338

STERILE STORAGE

C347

CHART ROOM

C353

NURSE STATION

C355

MEDS.

C352

STOR.

C359

CORR

C3C5

NURSE STATION

C332

HSKPG.

C341

PAT. TLT.

C360A

CORR

C3C4

STAFF TOILET

C336

EQUIP. STORAGE

C345

PATIENT RM #8

C365

PATIENT RM #9

C351

PATIENT RM #11

C349

BARIATRIC PATIENT RM #3

C360

STAFF LOCKERS

C335

SWAMP

C321

CONSULT.

C322

MSA

C325

CORR.

C3C9

OFFICE NURSE MNGR.

C346

PATIENT RM #1

C356

CORR

C3C2

QUIET ROOM

C339

MOBILE X-RAY ALCOVE

D301C

W.C. / STRETCHER ALCOVE

D301B

CORR

C3C3

ELEVATOR LOBBY

D301

BED STORAGE

D302

SOILED

D301A

GREETER

C326

STORAGE

C358

STAFF LOUNGE

C334

EQUIPMENT STORAGE

C327

BARIATRIC ISOLATION

ROOM #14

C328

PAT. TLT.

C328A

ISOLATION PATIENT ROOM

#13

C337

PATIENT RM #12

C348

PAT. TLT.

C348A

FAMILY TOILET

C324

ANTE RM.

C329

MECH

C358A

CORR.

C3C7

PAT. TLT.

C362A PAT. TLT.

C361A

PAT. TLT.

C337A

ELEC.

C340

AREA NOT IN SCOPE

SLEEP

C368

TOILET

C369

PAT. TLT.

C351A

TELEMETRY

C353B

H.R. INTER

D316A

CLOSET

C366

OIT

C358C

ZONE 23

ZONE 21

ZONE 21 ZONE 19

ZONE 19

ZONE 23

LIGHT HAZARD

ORDINARY HAZARD I

ORDINARY HAZARD II

HATCH LEGEND

NO

HATCH

GENERAL NOTES

1. EXISTING STANDPIPES ARE SHOWN IN STAIRWELLS.

2. FIRE PROTECTION CONTRACTOR SHALL BE RESPONSIBLE FOR THE

FOLLOWING:

A. REMOVE DISTRIBUTION PIPING BACK TO RISERS. REDISTRIBUTE

MAINS AND BRANCHES TO ACCOMMODATE NEW FLOOR PLAN

AND CEILING HEIGHTS. REFERENCE ARCHITECTURAL CODE

PLAN ON SHEET GI-003 FOR SMOKE COMPARTMENTS.

B. PROVIDE NEW RECESSED HEADS TO ACCOMMODATE NEW

FLOOR PLAN. REMOVED HEADS SHALL NOT BE REINSTALLED.

ALL NEW HEADS ARE TO BE FM-APPROVED, QUICK RESPONSE

TYPE.

C. FIRE SPRINKLER HEADS SHALL BE LOCATED IN CENTER OF TILE

BOTH DIRECTIONS WHEN LOCATED IN LAY-IN CEILINGS. FIRE

SPRINKLER HEADS SHALL BE LOCATED IN SYMMETRICAL

PATTERNS IN ROOMS WITH HARD CEILINGS.

D. COORDINATE SPRINKLER HEAD LOCATIONS WITH ALL CEILING

COMPONENTS INCLUDING ELECTRICAL & MECHANICAL

COMPONENTS AND PATIENT LIFTS.

E. CONTRACTOR TO COORDINATE ELECTRICAL REQUIREMENTS

WITH E.C..

3. FIRE PROTECTION CONTRACTOR SHALL BE RESPONSIBLE FOR THE

SPRINKLER HEAD LAYOUTS, CALCULATIONS, AND SEALED

ENGINEERING DRAWINGS AS FOLLOWS:

A. DELEGATED DESIGN: DESIGN SPRINKLER SYSTEM (S),

INCLUDING COMPREHENSIVE ENGINEERING ANALYSIS BY A

QUALIFIED PROFESSIONAL ENGINEER OR NICET LEVEL III

TECHNICIAN, USING PERFORMANCE REQUIREMENTS AND

DESIGN CRITERIA OF NFPA 13.

B. OBTAIN COPY OF FIRE-HYDRANT FLOW TEST RECORDS OR

CONTACT LOCAL WATER AND/OR FIRE DEPARTMENTS TO

PERFORM A FIRE-HYDRANT FLOW TEST. INCLUDE FLOW TEST

RESULTS FOR EACH RISER WITH HYDRAULIC CALCULATIONS.

INCLUDE A 10% SAFETY FACTOR IN HYDRAULIC CALCULATIONS.

C. SPRINKLER SYSTEM SHALL BE APPROVED BY AUTHORITIES

HAVING JURISDICTION.

D. SHOP DRAWINGS: FOR WET-PIPE SPRINKLER SYSTEMS.

INCLUDE PLANS, ELEVATIONS, SECTIONS, DETAILS, AND

ATTACHMENTS TO OTHER WORK.

E. DELEGATED DESIGN SUBMITTAL: ALL SPRINKLER SYSTEMS,

INCLUDING ANALYSIS OF DATA, SHALL BE SIGNED AND SEALED

BY THE QUALIFIED PROFESSIONAL ENGINEER RESPONSIBLE

FOR THEIR PREPARATION. ENGINEER SHALL BE LICENSED IN

THE STATE OF MISSOURI.

F. COORDINATION DRAWINGS: SPRINKLER SYSTEMS, DRAWN TO

SCALE, ON WHICH THE ELECTRICAL, PLUMBING, HVAC,

STRUCTURAL AND OTHER BUILDING SYSTEMS ARE SHOWN AND

COORDINATED WITH EACH OTHER, USING INPUT FROM

INSTALLERS OF THE ITEMS INVOLVED.

G. APPROVED SPRINKLER PIPING DRAWINGS: WORKING PLANS,

PREPARED ACCORDING TO NFPA 13, THAT HAVE BEEN

APPROVED BY AUTHORITIES HAVING JURISDICTION, INCLUDING

HYDRAULIC CALCULATIONS.

4. FP CONTRACTOR RESPONSIBLE FOR VERIFYING EXISTING

CONDITIONS BEFORE BEGINNING WORK.

5. THIS CONTRACTOR IS RESPONSIBLE FOR SUBMITTING FULL

COORDINATION AND LAYOUT DRAWINGS PER FIRE PROTECTION

SPEC SECTION. COORDINATION SHOULD BE COMPLETED WITH ALL

TRADES. CONSTRUCTION SHALL NOT BEGIN UNTIL COORDINATION

DRAWINGS HAVE BEEN REVIEWED BY THE ENGINEER AND COR.

6. SPRINKLER COVERAGE TO INCLUDE WARDROBES WHERE

REQUIRED. REFERENCE ARCHITECTURAL SHEETS FOR WARDROBE

LOCATIONS.

SOME MECHANICAL AND PLUMBING COMPONENTS OF THIS BUILDING

REQUIRE SEISMIC BRACING. IT IS THE RESPONSIBILITY OF THIS

CONTRACTOR AND THE GC TO ENGAGE A SEISMIC DESIGN ENGINEER

TO DETERMINE AND DESIGN THE REQUIRED BRACING FOR EACH

SYSTEM.

SYSTEMS REQUIRING BRACING INCLUDE, BUT ARE NOT LIMITED TO,

THE FOLLOWING:

1. ALL LIFE-SAFETY COMPONENTS INCLUDING FIRE PROTECTION

SYSTEMS.

2. COMPONENTS WEIGHING MORE THAT 400 POUNDS.

3. COMPONENTS WITH A CENTER OF MASS GREATER THAN 4

FEET ABOVE FLOOR LEVEL AND WEIGHING MORE THAN 20

POUNDS. (I.E. TERMINAL UNITS)

4. DISTRIBUTION SYSTEMS WEIGHING MORE THAN 5 POUNDS PER

FOOT. (E.G. 12x12, 22 GAUGE, SHEET STEEL DUCTWORK AND

CHILLED, HEATING, DOMESTIC HOT, AND DOMESTIC COLD

WATER PIPING LARGER THAN 1 1/2".

FLEXIBLE CONNECTIONS ARE REQUIRED BETWEEN ALL COMPONENTS

AND ASSOCIATED DUCTWORK, PIPING, AND CONDUITS.

THE FOLLOWING COMPONENTS ARE NOT REQUIRED TO BE BRACED:

1. PLUMBING FIXTURES

THE CONTRACTOR SHALL PROVIDE ALL COMPONENT SUBMITTALS

WITH COMPONENT WEIGHTS TO SEISMIC DESIGN ENGINEER FOR USE

IN BRACING DESIGN.

BRACING SHALL BE DESIGNED TO MEET ASCE7 AND NFPA 13 BRACING

REQUIREMENTS. REFER TO ASCE7 CHAPTER 13 FOR MORE

INFORMATION ON SYSTEMS REQUIRED TO BE BRACED.

SEISMIC BRACING NOTES

FIRE PROTECTION CONTRACTOR TO PROVIDE TEMPORARY UPRIGHT

SPRINKLERS AS REQUIRED FOR CONSTRUCTION.

NOTE:

GGaH

Ha

AREA NOT IN SCOPE

STORAGE

D213D

MULTI-PURPOSE

D213A

CHAPEL

D213B

ALTAR

D213C

STORAGE

D213G

STORAGE

D213E

A/V CLOSET

D213I

CHAPLAIN SERVICES

D213F

STORAGE

D213K

STORAGE

D213J

PROJECT

LOCATION

PROJECT

LOCATION

1. EXISITNG STANDPIPE "G", 500 GPM, RESIDUAL 162.11 PSI.

2. EXISTING STANDPIPE "ZONE 23", 601.6 GPM, RESIDUAL 110.08 PSI.

3. CUT (EX) STANDPIPE BETWEEN 2ND AND 3RD FLOOR CAP.

PLAN NOTES

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

FP101

FIRE PROTECTION HAZARD PLANS RELOCATE STEP DOWN UNIT

Columbia, MO

04/11/2019

589-402

FINAL CONSTRUCTION DOCUMENTS

BOH AR

1/8" = 1'-0"

FIRE PROTECTION PLAN - THIRD FLOOR

4' 8' 16'

1/8" = 1'-0"

0'

N

SHEET LIST

FP101 FIRE PROTECTION HAZARD PLANS

FP101.2 FIRE PROTECTION HAZARD PLANS - BID ITEM #2

(DEDUCT)

1/8" = 1'-0"

FIRE PROTECTION - SECOND FLOOR

4' 8' 16'

1/8" = 1'-0"

0'

N

1" = 100'-0"

KEY MAP - 3RD FLOOR

1" = 100'-0"

KEY MAP - 2ND FLOOR

F E

FE

F E

C F

E C

F E

C

F E

EaFGGaHJJbKLLaMNNa

Ha

6.7

Ja

8.0 W 9.3

PATIENT RM #7

C364

PATIENT RM #10

C350

PAT. TLT.

C363A

PAT. TLT.

C364A

PAT. TLT.

C365A

STAIR #7

C330

PATIENT RM #6

C363

PATIENT RM #5

C362

PAT. TLT.

C350A

PATIENT RM #4

C361

PAT. TLT.

C349A

NOURISH.

C354

CORR

C3C6

CLEAN UTILITY ROOM

C333

SOILED WORKROOM

C343

SHOWER

C338

STERILE STORAGE

C347

CHART ROOM

C353

NURSE STATION

C355

MEDS.

C352

STOR.

C359

CORR

C3C5

NURSE STATION

C332

HSKPG.

C341

PAT. TLT.

C360A

CORR

C3C4

STAFF TOILET

C336

EQUIP. STORAGE

C345

PATIENT RM #8

C365

PATIENT RM #9

C351

PATIENT RM #11

C349

BARIATRIC PATIENT RM #3

C360

STAFF LOCKERS

C335

SWAMP

C321

CONSULT.

C322

MSA

C325

CORR.

C3C9

OFFICE NURSE MNGR.

C346

CORR

C3C2

CORR

C3C3

STORAGE

C358

STAFF LOUNGE

C334

EQUIPMENT STORAGE

C327

BARIATRIC ISOLATION

ROOM #14

C328

PAT. TLT.

C328A

ISOLATION PATIENT ROOM

#13

C337

PATIENT RM #12

C348

PAT. TLT.

C348A

FAMILY TOILET

C324

ANTE RM.

C329

MECH

C358A

PAT. TLT.

C362A PAT. TLT.

C361A

PAT. TLT.

C337A

ELEC.

C340

AREA NOT IN SCOPE

SLEEP

C368

TOILET

C369

PAT. TLT.

C351A

TELEMETRY

C353B

H.R. INTER

D316A

CLOSET

C366

OIT

C358C

ZONE 23

ZONE 21

ZONE 21 ZONE 19

ZONE 19

ZONE 23

GGaH

Ha

AREA NOT IN SCOPE

STORAGE

D213D

MULTI-PURPOSE

D213A

CHAPEL

D213B

ALTAR

D213C

STORAGE

D213G

STORAGE

D213E

A/V CLOSET

D213I

CHAPLAIN SERVICES

D213F

STORAGE

D213K

STORAGE

D213J

GENERAL NOTES

1. EXISTING STANDPIPES ARE SHOWN IN STAIRWELLS.

2. FIRE PROTECTION CONTRACTOR SHALL BE RESPONSIBLE FOR THE

FOLLOWING:

A. REMOVE DISTRIBUTION PIPING BACK TO RISERS. REDISTRIBUTE

MAINS AND BRANCHES TO ACCOMMODATE NEW FLOOR PLAN

AND CEILING HEIGHTS. REFERENCE ARCHITECTURAL CODE

PLAN ON SHEET GI-003 FOR SMOKE COMPARTMENTS.

B. PROVIDE NEW RECESSED HEADS TO ACCOMMODATE NEW

FLOOR PLAN. REMOVED HEADS SHALL NOT BE REINSTALLED.

ALL NEW HEADS ARE TO BE FM-APPROVED, QUICK RESPONSE

TYPE.

C. FIRE SPRINKLER HEADS SHALL BE LOCATED IN CENTER OF TILE

BOTH DIRECTIONS WHEN LOCATED IN LAY-IN CEILINGS. FIRE

SPRINKLER HEADS SHALL BE LOCATED IN SYMMETRICAL

PATTERNS IN ROOMS WITH HARD CEILINGS.

D. COORDINATE SPRINKLER HEAD LOCATIONS WITH ALL CEILING

COMPONENTS INCLUDING ELECTRICAL & MECHANICAL

COMPONENTS AND PATIENT LIFTS.

E. CONTRACTOR TO COORDINATE ELECTRICAL REQUIREMENTS

WITH E.C..

3. FIRE PROTECTION CONTRACTOR SHALL BE RESPONSIBLE FOR THE

SPRINKLER HEAD LAYOUTS, CALCULATIONS, AND SEALED

ENGINEERING DRAWINGS AS FOLLOWS:

A. DELEGATED DESIGN: DESIGN SPRINKLER SYSTEM (S),

INCLUDING COMPREHENSIVE ENGINEERING ANALYSIS BY A

QUALIFIED PROFESSIONAL ENGINEER OR NICET LEVEL III

TECHNICIAN, USING PERFORMANCE REQUIREMENTS AND

DESIGN CRITERIA OF NFPA 13.

B. OBTAIN COPY OF FIRE-HYDRANT FLOW TEST RECORDS OR

CONTACT LOCAL WATER AND/OR FIRE DEPARTMENTS TO

PERFORM A FIRE-HYDRANT FLOW TEST. INCLUDE FLOW TEST

RESULTS FOR EACH RISER WITH HYDRAULIC CALCULATIONS.

INCLUDE A 10% SAFETY FACTOR IN HYDRAULIC CALCULATIONS.

C. SPRINKLER SYSTEM SHALL BE APPROVED BY AUTHORITIES

HAVING JURISDICTION.

D. SHOP DRAWINGS: FOR WET-PIPE SPRINKLER SYSTEMS.

INCLUDE PLANS, ELEVATIONS, SECTIONS, DETAILS, AND

ATTACHMENTS TO OTHER WORK.

E. DELEGATED DESIGN SUBMITTAL: ALL SPRINKLER SYSTEMS,

INCLUDING ANALYSIS OF DATA, SHALL BE SIGNED AND SEALED

BY THE QUALIFIED PROFESSIONAL ENGINEER RESPONSIBLE

FOR THEIR PREPARATION. ENGINEER SHALL BE LICENSED IN

THE STATE OF MISSOURI.

F. COORDINATION DRAWINGS: SPRINKLER SYSTEMS, DRAWN TO

SCALE, ON WHICH THE ELECTRICAL, PLUMBING, HVAC,

STRUCTURAL AND OTHER BUILDING SYSTEMS ARE SHOWN AND

COORDINATED WITH EACH OTHER, USING INPUT FROM

INSTALLERS OF THE ITEMS INVOLVED.

G. APPROVED SPRINKLER PIPING DRAWINGS: WORKING PLANS,

PREPARED ACCORDING TO NFPA 13, THAT HAVE BEEN

APPROVED BY AUTHORITIES HAVING JURISDICTION, INCLUDING

HYDRAULIC CALCULATIONS.

4. FP CONTRACTOR RESPONSIBLE FOR VERIFYING EXISTING

CONDITIONS BEFORE BEGINNING WORK.

5. THIS CONTRACTOR IS RESPONSIBLE FOR SUBMITTING FULL

COORDINATION AND LAYOUT DRAWINGS PER FIRE PROTECTION

SPEC SECTION. COORDINATION SHOULD BE COMPLETED WITH ALL

TRADES. CONSTRUCTION SHALL NOT BEGIN UNTIL COORDINATION

DRAWINGS HAVE BEEN REVIEWED BY THE ENGINEER AND COR.

6. SPRINKLER COVERAGE TO INCLUDE WARDROBES WHERE

REQUIRED. REFERENCE ARCHITECTURAL SHEETS FOR WARDROBE

LOCATIONS.

SOME MECHANICAL AND PLUMBING COMPONENTS OF THIS BUILDING

REQUIRE SEISMIC BRACING. IT IS THE RESPONSIBILITY OF THIS

CONTRACTOR AND THE GC TO ENGAGE A SEISMIC DESIGN ENGINEER

TO DETERMINE AND DESIGN THE REQUIRED BRACING FOR EACH

SYSTEM.

SYSTEMS REQUIRING BRACING INCLUDE, BUT ARE NOT LIMITED TO,

THE FOLLOWING:

1. ALL LIFE-SAFETY COMPONENTS INCLUDING FIRE PROTECTION

SYSTEMS.

2. COMPONENTS WEIGHING MORE THAT 400 POUNDS.

3. COMPONENTS WITH A CENTER OF MASS GREATER THAN 4

FEET ABOVE FLOOR LEVEL AND WEIGHING MORE THAN 20

POUNDS. (I.E. TERMINAL UNITS)

4. DISTRIBUTION SYSTEMS WEIGHING MORE THAN 5 POUNDS PER

FOOT. (E.G. 12x12, 22 GAUGE, SHEET STEEL DUCTWORK AND

CHILLED, HEATING, DOMESTIC HOT, AND DOMESTIC COLD

WATER PIPING LARGER THAN 1 1/2".

FLEXIBLE CONNECTIONS ARE REQUIRED BETWEEN ALL COMPONENTS

AND ASSOCIATED DUCTWORK, PIPING, AND CONDUITS.

THE FOLLOWING COMPONENTS ARE NOT REQUIRED TO BE BRACED:

1. PLUMBING FIXTURES

THE CONTRACTOR SHALL PROVIDE ALL COMPONENT SUBMITTALS

WITH COMPONENT WEIGHTS TO SEISMIC DESIGN ENGINEER FOR USE

IN BRACING DESIGN.

BRACING SHALL BE DESIGNED TO MEET ASCE7 AND NFPA 13 BRACING

REQUIREMENTS. REFER TO ASCE7 CHAPTER 13 FOR MORE

INFORMATION ON SYSTEMS REQUIRED TO BE BRACED.

SEISMIC BRACING NOTES

FIRE PROTECTION CONTRACTOR TO PROVIDE TEMPORARY UPRIGHT

SPRINKLERS AS REQUIRED FOR CONSTRUCTION.

NOTE:

PROJECT

LOCATION

PROJECT

LOCATION

1. EXISITNG STANDPIPE "G", 500 GPM, RESIDUAL 162.11 PSI.

2. EXISTING STANDPIPE "ZONE 23", 601.6 GPM, RESIDUAL 110.08 PSI.

3. CUT (EX) STANDPIPE BETWEEN 2ND AND 3RD FLOOR CAP.

PLAN NOTES

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

FP101.2

FIRE PROTECTION HAZARD PLANS -

BID ITEM #2 (DEDUCT)

RELOCATE STEP DOWN UNIT

Columbia, MO

04/11/2019

589-402

FINAL CONSTRUCTION DOCUMENTS

BOH AR

1/8" = 1'-0"

FIRE PROTECTION PLAN - THIRD FLOOR - BID ITEM #2 (DEDUCT)

1/8" = 1'-0"

FIRE PROTECTION - SECOND FLOOR - BID ITEM #2 (DEDUCT)

N 4' 8' 16'

1/8" = 1'-0"

0'

N 4' 8' 16'

1/8" = 1'-0"

0'

1" = 100'-0"

KEY MAP - 3RD FLOOR

GENERAL NOTES

1. VERIFY JOB SITE CONDITIONS AND DIMENSIONS BEFORE

BEGINNING WORK. PLANS ARE SCHEMATIC IN NATURE.

LAYOUT IS BASED ON BEST AVAILABLE INFORMATION.

CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS

AND DIMENSIONS.

2. NO PIPING, DUCTWORK, ETC. SHALL PENETRATE

STRUCTURAL MEMBERS.

3. PROVIDE MISCELLANEOUS CUTTING, PATCHING AND

REPAIRING OF FINISHES, ROOF, WALLS, ETC., AS

REQUIRED TO ACCOMMODATE THE NEW WORK.

4. G.C. IS TO PATCH ANY OPENINGS IN CORRIDORS

REQUIRED TO BE CONSTRUCTED TO LIMIT THE TRANSFER

OF SMOKE AND IN SMOKE BARRIERS AS REQUIRED TO

MEET CODE REQUIREMENTS. SEE ARCHITECTURAL

DRAWINGS FOR LOCATIONS.

5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD

VERIFY EXACT LOCATION, CONFIGURATION AND ROUTING

OF EXISTING SYSTEMS REQUIRED TO REMAIN IN

OPERATION DURING THE PROJECT TO PREVENT DAMAGE

DURING DEMOLITION AND PHASING.

6. REMOVE ALL EXISTING EQUIPMENT, DUCTWORK AND

PIPING THAT IS NOT REQUIRED FOR A WORKING

INSTALLATION.

7. COORDINATE ALL WORK WITH OTHER TRADES PRIOR TO

INSTALLATION.

8. ALL CUTTING AND PATCHING SHALL BE CLOSELY

COORDINATED WITH THE G.C.

9. COORDINATE ROUTING OF PLUMBING, AND HVAC PIPING

WITH DUCTWORK, LIGHTS, ARCHITECTURAL CEILING AND

STRUCTURAL ELEMENTS. 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. REWORK OF INSTALLED WORK TO RESOLVE

CONFLICTS RISING FROM LACK OF COORDINATION SHALL

NOT JUSTIFY AN INCREASE IN THE CONTRACT AMOUNT.

10. ALL PENETRATIONS THROUGH FIRE RATED ASSEMBLIES

SHALL BE FIRE STOPPED BY THE TRADE MAKING THE

PENETRATION. REFER TO ARCHITECTURAL DRAWINGS

AND SPECIFICATIONS FOR REQUIREMENTS.

11. DO NOT ROUTE PIPING OR DUCTWORK OVER ELECTRICAL

PANELS OR EQUIPMENT. PIPING OR DUCTWORK SHALL

NOT BE ROUTED THROUGH ELECTRICAL ROOMS,

TELECOM ROOMS, OR ELEVATOR EQUIPMENT ROOMS

UNLESS SPECIFICALLY SERVING THAT ROOM.

COORDINATE WITH E.C. PROVIDE WATERTIGHT DRIP PAN

WITH DRAIN TO NEAREST APPROVED RECEPTOR WHERE

REQUIRED.

12. COORDINATE SIZE AND LOCATION OF ACCESS DOORS IN

CONSTRUCTION REQUIRED FOR ACCESS TO MECHANICAL

EQUIPMENT WITH G.C.

13. ALL WORK IS TO CONFORM WITH APPLICABLE CODES AND

STANDARDS.

14. COORDINATE ACCESS TO EQUIPMENT AND VALVES

INSTALLED ABOVE 'HARD' CEILINGS AND IN MASONRY

CHASES WITH GENERAL CONTRACTOR. PROVIDE

LOCKING ACCESS DOORS FOR INSTALLATION BY

CONTRACTOR AS REQUIRED TO SERVICE CONCEALED

DAMPERS, VALVES AND EQUIPMENT.

15. REFER TO ARCH FOR PHASING PLAN AND ALLOWABLE

WORK HOURS.

16. THESE DRAWINGS ARE ACCOMPANIED BY

SPECIFICATIONS. REFER TO SPECIFICATIONS FOR

FURTHER INFORMATION.

17. 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.

18. THIS IS A LIFE SAFETY BUILDING WHICH MEANS IT SHALL

REMAIN REASONABLY OPERATIONAL IN THE CASE OF A

SEISMIC EVENT. THEREFORE ALL STATIONARY

EQUIPMENT ON THE FLOOR SHALL BE FIXED RIGIDLY TO

THE STRUCTURE. ALL HANGING PIPING SHALL BE BRACED

TO THE STRUCTURE. REFER TO SPECIFICATION SECTION

130541.

19. PIPE LENGTH FROM RECIRCULATED HOT WATER MAIN TO

LAVATORY HOT WATER STOP SHALL BE NO MORE THAN

15'-6".

20. PIPE LENGTH FROM COLD WATER MAIN TO WATER

CLOSET FLUSH VALVE SHALL BE NO MORE THAN 19'-6".

GENERAL DEMOLITION NOTES

1. VERIFY ALL EXISTING CONDITIONS PRIOR TO

BEGINNING WORK. BRING ANY DISCREPANCIES FROM

THE DRAWINGS AND NOTES TO THE ARCHITECT

IMMEDIATELY. MINOR CHANGES IN THE SCOPE OF THE

DEMOLITION WORK SHALL NOT JUSTIFY AN ADDITIONAL

COST.

2. REMOVAL OF EXISTING FIXTURES AND EQUIPMENT WILL

REQUIRE ISOLATING THE PIPING RISERS OR MAINS VIA

SHUT-OFF VALVES. INSTALL NEW ISOLATION VALVES

WHERE REQUIRED FOR COMPLETION OF WORK.

3. REMOVAL OF EXISTING PLUMBING FIXTURES AND

EQUIPMENT, ETC. WILL REQUIRE CAPPING AND SEALING

EXISTING MAINS OR BRANCHES AS NECESSARY AND

REQUIRED TO ALLOW THE REMAINING SYSTEMS TO

FULLY OPERATE WITHOUT DEGRADATION.

CONTRACTOR SHALL PROVIDE PROTECTIVE PLASTIC

DROP CLOTHS TO PROTECT THE EXISTING OCCUPIED

AREAS AND EQUIPMENT FROM DUST AND DEBRIS

DURING THE CONSTRUCTION WORK, AND SHALL CLEAN

THE AREAS OF ALL CONSTRUCTION DIRT DAILY, AND

UPON COMPLETION OF THE WORK. REFER TO

GENERAL CONDITIONS AND DIVISION 1 SECTIONS IN

THE SPECIFICATIONS.

4. ALL DRAINED PIPING RISERS AND MAINS SHALL BE

REFILLED WITH PROPER FLUID AND PROPERLY VENTED

BY THIS CONTRACTOR, ONCE NEW WORK HAS BEEN

INSTALLED.

5. COORDINATE WITH GENERAL CONTRACTOR THE

REMOVAL AND REPLACEMENT OF ALL EXISTING

CEILINGS, WALLS, ETC. AS REQUIRED FOR MECHANICAL

DEMOLITION WORK.

6. EXISTING PIPING AND EQUIPMENT, ETC., NOT TO BE

UTILIZED IN THE COMPLETED BUILDING SHALL BE

DISCONTINUED OR REMOVED AS REQUIRED. ALL ENDS

OF DISCONTINUED PIPING SHALL BE CAPPED IN THE

NEAREST WALL, CEILING OR FLOOR SO THAT THEY ARE

COMPLETELY CONCEALED. OPENINGS LEFT IN WALLS,

CEILINGS, ETC., WHERE EQUIPMENT AND PIPE, ETC.,

ARE REMOVED AND NOT REPLACED, SHALL BE

PATCHED NEATLY WITH SIMILAR MATERIAL TO

ADJACENT CONSTRUCTION. REFER TO DRAWINGS

DELINEATING NEW WORK FOR ADDITIONAL

INFORMATION REGARDING SYSTEMS OR PORTIONS OF

SYSTEMS WHERE USE IS TO BE DISCONTINUED.

7. EXISTING PIPING, FIXTURES AND EQUIPMENT THAT ARE

NOT TO BE REUSED SHALL BE REMOVED AND SHALL

REMAIN THE PROPERTY OF THE OWNER IF THEY WISH

TO RETAIN OWNERSHIP OF SAME. IF NOT, EQUIPMENT

SHALL BECOME THE PROPERTY OF THIS CONTRACTOR

AND SHALL BE REMOVED FROM THE SITE AS SOON AS

PRACTICAL AND DISPOSED OF IN ACCORDANCE WITH

APPLICABLE LAWS AND REGULATIONS.

8. ALL CUTTING AND CHANNELING OF EXISTING BUILDING

SHALL BE ACCOMPLISHED IN A NEAT AND

WORKMANLIKE MANNER WITHOUT REMOVAL OF

EXCESS MATERIALS. THIS CONTRACTOR SHALL PATCH

AND REPLACE WITH MATERIAL SIMILAR TO ADJACENT

CONSTRUCTION.

9. WHERE EXISTING PIPING AND EQUIPMENT, ETC., THAT

ARE TO BE UTILIZED IN THE COMPLETED PROGRAM

CONFLICT WITH NEW CONSTRUCTION AND THE

REQUIRED DEMOLITION, THEY SHALL BE RELOCATED

AND RECONNECTED TO MAINTAIN THE DESIRED

SERVICE.

10. PORTIONS OF EXISTING SYSTEMS MAY BE SHOWN FOR

CLARITY EVEN THOUGH IT MAY NOT BE NECESSARY TO

MODIFY OR REVISE THEM. ALL EXISTING SYSTEMS ARE

SHOWN BASED ON ORIGINAL OR REMODEL BUILDING

DRAWINGS. CONTRACTOR TO VERIFY ALL EXISTING

CONDITIONS.

11. ALL WORK MUST BE COORDINATED AND SCHEDULED

WITH THE COR SO AS TO PROVIDE THE LEAST AMOUNT

OF DISRUPTION TO BUILDING ACTIVITIES AS POSSIBLE.

ALL ACCESSIBLE ABANDONED PIPING AND DUCTWORK

SHALL BE REMOVED AND PROPERLY DISPOSED OF.

SEISMIC BRACING NOTES

SOME MECHANICAL AND PLUMBING COMPONENTS OF THIS

BUILDING REQUIRE SEISMIC BRACING. IT IS THE

RESPONSIBILITY OF THIS CONTRACTOR AND THE GC TO

ENGAGE A SEISMIC DESIGN ENGINEER TO DETERMINE AND

DESIGN THE REQUIRED BRACING FOR EACH SYSTEM.

SYSTEMS REQUIRING BRACING INCLUDE, BUT ARE NOT

LIMITED TO, THE FOLLOWING:

1. ALL LIFE-SAFETY COMPONENTS INCLUDING FIRE

PROTECTION SYSTEMS.

2. COMPONENTS WEIGHING MORE THAN 400 POUNDS.

3. COMPONENTS WITH A CENTER OF MASS GREATER

THAN 4 FEET ABOVE FLOOR LEVEL AND WEIGHING

MORE THAN 20 POUNDS (E.G. TERMINAL UNITS).

4. DISTRIBUTION SYSTEMS WEIGHING MORE THAN 5

POUNDS PER FOOT. (E.G. 12x12, 22 GAUGE, SHEET

STEEL DUCTWORK AND CHILLED, HEATING,

DOMESTIC HOT, AND DOMESTIC COLD WATER PIPING

LARGER THAN 1 1/2".

FLEXIBLE CONNECTIONS ARE REQUIRED BETWEEN ALL

COMPONENTS AND ASSOCIATED DUCTWORK, PIPING, AND

CONDUITS.

THE FOLLOWING COMPONENTS ARE NOT REQUIRED TO BE

BRACED:

1. PLUMBING FIXTURES

THE CONTRACTOR SHALL PROVIDE ALL COMPONENT

SUBMITTALS WITH COMPONENT WEIGHTS TO SEISMIC

DESIGN ENGINEER FOR USE IN BRACING DESIGN.

BRACING SHALL BE DESIGNED TO MEET ASCE 7 AND NFPA 13

BRACING REQUIREMENTS. REFER TO ASCE 7 CHAPTER 13

FOR MORE INFORMATION ON SYSTEMS REQUIRED TO BE

BRACED.

1. THE EXISTING FLOOR SLAB IS A 2-WAY STRUCTURAL

SLAB. THE CONTRACTOR SHALL LOCATE ALL

REINFORCING BARS IN SLAB PRIOR TO CORE-DRILLING

AND PROVIDE THE SERVICES OF A LICENSED

STRUCTURAL ENGINEER TO VERIFY ALL FLOOR

PENETRATIONS.

CORE DRILLING NOTE

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

PP001

PLUMBING NOTES AND SYMBOLS RELOCATE STEP DOWN UNIT

Columbia, MO

04/11/2019

589-402

FINAL CONSTRUCTION DOCUMENTS

JAC JGA

SHEET LIST

PP001 PLUMBING NOTES AND SYMBOLS

PD101 PLUMBING DEMOLITION PLAN - PARTIAL 2ND FLOOR

PD102 PLUMBING DEMOLITION PLAN - PARTIAL 3RD FLOOR

PL101 PLUMBING PLAN - PARTIAL 2ND FLOOR

PL102 PLUMBING PLAN - PARTIAL 3RD FLOOR

PL103 ENLARGED PLUMBING PLAN - PARTIAL 3RD FLOOR NORTH

PL104 ENLARGED PLUMBING PLAN - PARTIAL 3RD FLOOR SOUTH

PL104.2 ENLARGED PLUMBING PLAN - PARTIAL 3RD FLOOR SOUTH -

BID ITEM #2 (DEDUCT)

PL201 MEDICAL GAS PLAN - PARTIAL 3RD FLOOR

PL301 PLUMBING RISERS

PL501 PLUMBING SCHEDULES AND DETAILS

EaFGGaHJJbKLLaMNNa w 6.3

Ha

6.2

6.7

Ja

8.0

W 9.3

B

A

B

A

B

B

B

A

A

A

A

A

(EX)2-1/2"CW

(EX)1-1/2"HW

(EX)3/4"HWC

(EX)4"W (S-6)

(EX)1/2"

(EX)1/2"

REMOVE

(EX)2-1/2"CW

(EX)1-1/4"HW

(EX)1"HWC

UP (W-16) CAP AT

TOP OF RISER

(EX)1-1/2"HW

REMOVE

(EX)4"W

(EX)2"CW

(EX)3/4"HW

(EX)1/2"HWC

UP

CAP (EX)CW RISER DOWN (W-14)

(EX)1-1/4"HW (W-13)

(EX)2-1/2"CW

(EX)1-1/4"HW

(EX)1/2"HWC

CAP(EX)2-1/2"CW

(EX)1-1/4"HW

(EX)1"HW

(EX)3/4"HWC

CAP (EX)2"CW

(E X

)3 /4

(E

X )3

/4

(E X

)1 /2

(E X

)1 /2

(EX)2-1/2"CW

(EX)1-1/4"HW

(EX)3/4"HWC

(EX)2-1/2"CW

(EX)1-1/4"HW

(EX)3/4"HWC

(EX)3/4" (EX)3/4"

(EX)1 1/2"

(EX)2-1/2""CW

(EX)1-1/2"HW

(EX)1"HWC

CAP (EX)2-1/2"CW DOWN

TIE (EX)1-1/4"HW & 1"HWC TOGETHER ABOVE CEILING

REMOVE (EX)SINK AND ASSOCIATED PIPING.

CAP HW, CW & WASTE AT MAINS ABOVE

FIRST FLOOR CEILING, CAP VENT AT MAIN

ABOVE CEILING FOR NEW SINK

SOCIAL WORKER (EXTG)

C243

PSY (EXTG)

C241

PSY (EXTG)

C239

BH SECTY (EXTG)

C237

MHC RN(EXTG)

C237A

HEALTH INFO MGT (EXTG)

D218 CHIEF HEALTH INFO MGT

(EXTG)

D218C

INFO MGT. SVC (EXTG)

D218B

CLINICAL DOC SPEC (EXTG)

D218A

STAIR #6

D216D

CORR (EXTG)

C2C3

CORR (EXTG)

C2D4

ELEC / TELE / MECH (EXTG)

D217

SERVERS (EXTG)

D216

ALTAR

D213C

STORAGE

D213G

STORAGE

D213E

STORAGE

D213D

MULTI-PURPOSE

D213A

CHAPEL

D213B

B

B

REMOVE 2"W UP

TO (EX)HUB DRAIN

BEING REMOVED

REMOVE (EX)6"RL RISER TO

ABOVE 1ST FLOOR CEILING

A A B

B B

REMOVE

(EX)4"W & 3"V

REMOVE (EX)4"W RISER

REMOVE (EX)3"V RISER

CAP AT MAIN

REMOVE (EX)3"W, & (EX)2-1/2"CW,

(EX)1-1/4"HW, & 1"HWC UP

REMOVE (EX)2"W A B

(EX)4"W & 3"V UP

TO REMAIN

CAP

CAP

CAP

(EX)4"W

(EX)3"V

CAP (EX)2"CW DOWN (W-1A)

(EX)1"HW & 1/2"HWC DOWN (W-1A)

(EX)3"V & 4"W(EX)4"W

(EX)4"W & 3"V DOWN

(EX)3"V

(EX)4"W

REMOVE 3"V UP (EX)3/4"HWC TO REMAIN

CAP (EX)2-1/2"CW ABOVE CEILING

TIE 3/4"HW & 1/2"HWC TOGETHER ABOVE CEILING (W-14)

(EX)3"V UP

REMOVE

(EX)2-1/2"CW

(EX)1-1/2"HW

(EX)1"HWC

UP

A

A

(S-51)

REMOVE (EX)3"V UP

(S-50)

A

AREMOVE (EX)4"W UP

(EX)3"V UP

(S-33)

CAP 4"W AT TOP OF RISER

D235A

D235B

D234

D233C232 C231

GROUP RM (EXTG)

D205

VOCATIONAL REHAB. ASST.

(EXTG)

D205B

ELECT. CL. (EXTG)

D206B

ELEV 6

SOCIAL WORKER (EXTG)

D205C

INFO MGT. SVC (EXTG)

D208

OI&T (EXTG)

D209

TLT (EXTG)

D215TLT (EXTG)

D214

TLT (EXTG)

D210

(EX)2-1/2"CW

(EX)1-1/4"CW

PLUMBING DEMO 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 SPACES TO

MATCH ADJACENT SURFACES.

3. ALL PIPING TO BE REMOVED SHALL BE

CAPPED AT THE MAINS UNLESS

OTHERWISE NOTED.

4. ALL ACCESSIBLE ABANDONED PIPING

SHALL BE REMOVED.

A. REMOVE (EX) WASTE LINE UP TO

FIXTURE BEING REMOVED OR TO

ROUGH-INS OF FIXTURES PREVIOUSLY

REMOVED.

B. REMOVE (EX) WATERLINES UP TO

FIXTURE BEING REMOVED OR TO

ROUGH-INS OF FIXTURES PREVIOUSLY

REMOVED. CAP AT MAINS BELOW 3RD

FLOOR ABOVE CEILING OF 2ND FLOOR.

PLAN NOTES

PROJECT

LOCATION

C223

C224

C225

C226

C226A

C228

C230

C227C

C252 C251 C235 C257

C236C256 C250

C249E

C227BC227

C227A C249D

C249C C255 C238

C240 C254

C242C253

C249B

C248 C246

C247

C222

D212F

D212C

D212E D212B

D212A D212D

C201

C201B

C201C

C201E C201F

C202

C201D C201A

C2B1

A202 A201

D202

D202B D212

D206A

D206 D205A

D201A

D201 D203

D204

D219B

D219C

D219

D220

D219F

D219E

D219A

D209A

D207B D207C

C2D1

D207

C221

C2D2

C2C3

C2D3

C2C2

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

PD101

PLUMBING DEMOLITION PLAN -

PARTIAL 2ND FLOOR

RELOCATE STEP DOWN UNIT

Columbia, MO

04/11/2019

589-402

FINAL CONSTRUCTION DOCUMENTS

JAC JGA

1/8" = 1'-0"

PLUMBING DEMOLITION PLAN - PARTIAL 2ND FLOOR

4' 8' 16'

1/8" = 1'-0"

0'

N

(EX)3"V DOWN

RELOCATE (EX)4"VTR

(EX)4"V DOWN

(EX)4"VTR

(EX)4"V DOWN(EX)4"VTR

(EX)3"V DOWN

(EX)6"RD TO REMAIN

(EX)6"RL DOWN

(EX)6"RD TO REMAIN

REMOVE (EX)6"RL DOWN

(EX)1-1/4"HW UP

(EX)1-1/4"CW UP

(EX)1/2"HWC UP

(EX)1-1/4"HW UP

(EX)1-1/2"HW DN.

(EX)1-1/2"CW UP

(EX)2-1/2"CW DN.

(EX)3/4"HWC UP & DN.

(EX)LINES CAPPED

(EX)1-1/2"HW UP/DN.

(EX)2-1/2"CW UP/DN.

(EX)1"HWC UP/DN.

(EX)1"HW DN.

(EX)2-1/2"CW DN.

(EX)1"HWC DN.

(EX)2"CW DN.

(EX)3/4"HW DN.

(EX)1/2"HWC DN.

(EX)2"CW DN.

(EX)1"HW DN.

(EX)1/2"HWC DN.

(EX)3/4"CW DN.

(EX)3/4"HW DN.

(EX)1/2"HWC DN.

(EX)3/4"CW DN.

(EX)3/4"HW DN.

(EX)1/2"HWC DN.

(EX)1-1/2"CW DN.

(EX)3/4"HW DN.

(EX)1/2"HWC DN.

(EX)1-1/2"CW DN.

(EX)3/4"HW DN.

(EX)1/2"HWC DN.

(EX)3/4"CW DN.

(EX)3/4"HW DN.

(EX)1/2"HWC DN.

(EX)3/4"CW DN.

(EX)3/4"HW DN.

(EX)4"VTR

(EX)3"V DOWN

(EX)3/4"CW DN.

(EX)3/4"HW DN.

(EX)2"CW DOWN

(EX)3/4"HW DOWN

(EX)1/2"HWC DOWN

(EX)3/4"CW & 2"W UP

(EX)4"(EX)2 1/2"(EX)1 1/4" (EX)1 1/2" (EX)2 1/2"

(EX)1 1/2"

(EX)1 1/4"

(EX)4"

(EX)4" W

(E X

)4

"W(EX)3"V

(E X

)2

/2

(E X

)1

/2

(E X

)3 /4

(E X

)3

(E X

)2

(E X

)1 /2

(EX)2-1/2"CW UP

(EX)1-1/2"HW UP

(EX)1"HWC UP

(EX)3"CW

(EX)2"HW

(EX)1"HWC

(E X

)1

(E X

)1

(E X

)4 "W

(EX)3"V

(EX)3" STACK

(EX)3/4"HW UP

(EX)3/4"CW UP

(EX)1/2"HWC UP

(EX)3/4"HW UP

(EX)3/4"CW UP

(EX)1/2"HWC UP

(EX)3/4"HW UP

(EX)3/4"CW UP

(EX)1/2"HWC UP

(EX)2-1/2"CW DOWN

(EX)1-1/4"HW DOWN

(EX)3/4"HWC DOWN

(EX)2"

(EX)2"

(EX)2"

(EX)2"

(EX)3/4"HW UP

(EX)3/4"CW UP

(EX)1/2"HWC UP

(EX)4"W

(EX)3"V

(EX)2"(EX)2"

(EX)2"(EX)4"W

(EX)2"CW UP

(EX)3/4"HW UP

(EX)1/2"HWC UP

(EX)3/4"HW UP

(EX)3/4"CW UP

(EX)1/2"HWC UP

(EX)2"

(EX)2-1/2"CW DN.

(EX)1-1/4"HW DN.

(EX)3/4"HWC DN.

(E X

)4 "W

(EX)1"HW UP

(EX)1"CW UP

(EX)1/2"HWC UP

(EX)1 1/4"

(E X

)3 /4

(E

X )3

/4

(E X

)3 "V

(EX)3/4"HW UP

(EX)3/4"CW UP

(EX)1/2"HWC UP

(EX)2"W UP

(EX)2"

(EX)2"

(EX)2-1/2"CW DN.

(EX)1-1/4"HW DN.

(EX)3/4"HWC DN.

(EX)3/4"HW UP

(EX)3/4"CW UP

(EX)1/2"HWC UP

(EX)2"W UP

(EX)2"W (EX)4"W

(E X

)2 "W

(EX)3"

(EX)ICE MAKER BOX

(EX)LAUNDRY TUB

(EX)3"CW

(EX)2"HW

(EX)1"HWC UP

(E X

)2 "W

(EX)2"W

(EX)4"W

EaFGGaHJJbKLLaMNNaP w 6.3

Ha

6.2

6.7

Ja

8.0 W 9.3

A B

B

DA

A

A

B

B

B

A

B

A

A

D

B

B

A

B

(EX)FIXTURES AND PIPING TO REMAIN

(E)RL

D

A

A

A

B

A

REMOVE (EX)4"W DOWN

(EX)3"V DOWNB

A B

(EX)3"V &

4"W DOWN

A

A (EX)4"W & 3"V DOWN

(EX)1"

C

B

(EX)4"VTR

(EX)3"V DOWND

REMOVE (EX)4"VTR

REMOVE (EX)HUB DRAIN

REMOVE, CLEAN &

STORE (EX)LAVATORY,

FAUCET & FOOT PEDALS

LAVATORY TO REMAIN:

BID ITEM 2 (DEDUCT)

E

(EX)4"W UP

(EX)3"V UP

(EX)5" RL RISER

(EX)4"W

(EX)3/4"CW

(EX)3/4"HW

(EX)1/2"HWC UP

(EX)4"W UP

(EX)3"V UP

(S-33)

(EX)3"W

PLUMBING DEMO 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 SPACES TO

MATCH ADJACENT SURFACES.

3. ALL PIPING TO BE REMOVED SHALL BE

CAPPED AT THE MAINS UNLESS

OTHERWISE NOTED.

4. ALL ACCESSIBLE ABANDONED PIPING

SHALL BE REMOVED.

A. REMOVE (EX) PLUMBING FIXTURE AND

ASSOCIATED PIPING. CAP AT MAINS.

B. REMOVE (EX) PIPING DOWN, CAP AT

MAINS ABOVE SECOND FLOOR CEILING

OR AS INDICATED.

C. REMOVE AND RELOCATE 4"W & 3"V

RISERS.

D. REMOVE AND RELOCATE VENT RISER.

E. REMOVE (EX) PLUMBING FIXTURE AND

ASSOCIATED PIPING. CAP IN WALL.

PLAN NOTES

K

CHAPEL

D309

LACTATION RM

D310

CHAPLAIN SVC.

D312

OFFICE

D312A

MECH. EQUIP. / STOR.

D317

ELEC. CLOSET

D309A

TLT.

D311A

SHR. RM.

D311B

TLT.

D310A

CT ON-CALL

D311

STAIR #6

D320

PIV BADGE ISSUANCE

D321

H.R. SPEC. ST. & RCMT.

D322

H.R. SPEC. RETIREMENT

BENEFITS

D323

W. PUB. TLT.

D318

UNISEX TLT.

D319

H.R. SPEC. ST. & RCMT.

D324

SUPV. H.R. SPEC.

D325

H.R. SPEC. OWCP/ LEAVE/

AWARDS

D326

CLOSET

D310B

CHIEF OF H.R.

D327

SUPV. HR SPEC.

D328

H.R. SPEC. EMPLOYEE/

LABOR RELATIONS

D329

FREIGHT ELEV. LOBBY

D301

SOILED DISPATCH

D301A

UNISEX TLT.

D304

CLEAN UTIL.

D302

WK. RM.

D307B

N. ED. OFFICE

D307A

ORG. IMPROV.

D307

BUISNESS HUB

D308B

CLASSROOM 2

D308A

CLASSROOM 1

D308

TABLE/ CHAIR STG.

D308C

PROG. SUPPORT OFFICE

D305

DIR.

D306A

LEARNING ORG.

D306

JAN.

D314

ELEC. CLOSET

D314A

VOL. SVC. STG.

D315

COPY RM.

D316

H.R. INTERN

D316A

CREDENTIALS COORD.

C300

HEALTH ADMIN. SVC

C301

PAT. SVC.

C302

PRIVACY OFFICER

C303

CREDENTIALING SECT.

C300A

VACANT

C301A

HPDP HEALTH BEHVR.

COORD.

C301B

CHIEF OF H. AS.

C301C

OFFICE

C301D

HPDP PROG. MGR.

C301E

OFFICE

C321E

PRINT RM

C321A

MEDIA

C321D

OFFICE

C322D

WK. RM.

C322B

OFFICE

C323

H.B.P.C. ST.

C326

OFFICE

C327

H.B.P.C. ST.

C328

CL

C328A

CL

C329B

TLT.

C329A

OFFICE

C329

STAIR #7

C330

LIB. RESOURCE CTR.

C341

UNISEX TLT.

C342

CONF. RM.

C343

DATA ANALYSIS

C343A

ELEC. PANELS

C3C4B

OFFICE

C325C

INFO. SECURITY OFFICE

C325D

OFFICE

C341C

FAM. N. OFFICE

C341E

LIB. OFFICE

C341A

PHY. LNGE.

C334

STG.

C334A

JAN.

C333

FIRE CL.

C333A

CORR.

C3C3

CATHOLIC CHAPLAIN

C337

PHYSICIAN ON-CALL

C331

TLT.

C331A

CLOSET

C331B

CLOSET

C332A

MED. ON-CALL

C332

ANEST. ON-CALL

C335

TLT.

C335A

CLOSET

C335B

CLOSET

C336A

F. RES. ON-CALL

C336

DONATION STG.

D353

STG.

D353A

VOL.SVC PROG.COORD.

D332DVOL. SVC. WK.

D332A

STG.

D332B

STG.

D332C

VOL. SVC.

D332

SOCIAL WK.

D333

SOCIAL WK.

D333A

WK. RM.

D333B

PATIO VEST.

D334

OFFICE

A301

RECREATION

A302

H.R.

D330

STAIR #2

D331

CORR.

C3D4

H.R. SPEC. STF & RCMT.

D316C

HALL

C3D3

HALL

C3D3

STG.

C324A

WK. RM.

C321B

SAFETY TRAIN.

C324

FIRE CL.

D331A

VEND EQUIP

D331B

ELEC

D331C

CORR.

C3C4

CORR.

C3C2

ELEV. LOBBY

A300

EQUIP. RM.

D352

CORR.

C3D1

CORR.

C3C6

CORR.

C3B2

ELEV.

ELEV.

ELEV.

ELEV #3 ELEV #2 ELEV #1

ELEV.

ELEV.

PATIO

PLATFORM

C101N

RECEPT

C101O

PROJECT

LOCATION

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

PD102

PLUMBING DEMOLITION PLAN -

PARTIAL 3RD FLOOR

RELOCATE STEP DOWN UNIT

Columbia, MO

04/11/2019

589-402

FINAL CONSTRUCTION DOCUMENTS

JAC JGA

1/8" = 1'-0"

PLUMBING DEMOLITION PLAN - PARTIAL 3RD FLOOR

N 4' 8' 16'

1/8" = 1'-0"

0'

1" = 100'-0"

KEY MAP - 3RD FLOOR

BID ITEM #2

w 6.3

Ha

6.2

6.7

Ja

8.0

W 9.3

3"V UP

3"V 3"V UP

3"V UP

3"V UP INTO CHASE

B

A

C

B

C

A

C

B

B

C

B

C

C B

B

C

C

B

C

C

B

B B

B

C

B C

E

C

B

B

B

C

C

C

C

B A

C

4"W

4"CO

CONNECT 4"W TO

(EX)4"W RISER (S-74)

CONNECT 3"V TO (EX)3"V

4"W UP TO FD-E

2"V UP

P-528

EXTEND 1-1/2"V TO (EX)VENT

ABOVE CEILING, EXTEND

1/2"CW, 1/2"HW & 2"W TO

(EX)WATER & WASTE ABOVE

1ST FLOOR CEILING

SOCIAL WORKER (EXTG)

C243

PSY (EXTG)

C241

PSY (EXTG)

C239

BH SECTY (EXTG)

C237

MHC RN(EXTG)

C237A

HEALTH INFO MGT (EXTG)

D218

CHIEF HEALTH INFO MGT

(EXTG)

D218C

INFO MGT. SVC (EXTG)

D218B

CLINICAL DOC SPEC (EXTG)

D218A

STAIR #6

D216D

CORR (EXTG)

C2D4

ELEC / TELE / MECH (EXTG)

D217

SERVERS (EXTG)

D216

ALTAR

D213C

STORAGE

D213G

STORAGE

D213E

STORAGE

D213D

MULTI-PURPOSE

D213A

CHAPEL

D213B

4"CO

"W

6"RL UP INTO CHASE ABOVE

6"RL DOWN IN CHASE. CONNECT TO

(EX)6"RL ABOVE 1ST FLOOR CEILING

R L

CONNECT 4"W TO

(EX)4"W RISER (S-73)

4"CO

4"CO

CONNECT 4"W TO

(EX)4"W RISER (S-47)

"W

"W

CONNECT 4"W TO (EX)4"W RISER

(S-48) & 3"V TO (EX)3"V

3"V UP INTO CHASE

"W

CONNECT 4"W TO

(EX)4"W RISER (S-49)4"CO

"W

4"CO

C

"W

4"W

CONNECT 4"W TO

(EX)4"W RISER (S-50)

"W

CONNECT 3"V TO

(EX)3"V RISER (S-50)

4"W

(EX)S-6 RISER

CONNECT 4"W TO

(EX)4"W RISER (S-71)

(EX)4"W RISER

& 3"V RISER

BCONNECT 4"W TO (EX)4"W

4"CO

"W

4"CO

CONNECT 3"V TO (EX)3"V RISER (S-51)

CONNECT 4"W TO

(EX)4"W RISER (S-51)

CONNECT 4"W TO (EX)4"W RISER (S-70)(EX)3"V RISER

4"CO

C

C

2"W

C

C

C

C

C

C C

C

C

C

CD

3"V UP

INSULATE 2"W LINE INCLUDING

"P" TRAP FROM DRAIN TO MAIN

4"W UP TO FD-E

D

CONNECT 2"W TO (EX)4"W RISER (S-72)

CONNECT 3/4"HWC

TO (EX)1-1/4"HW

CONNECT 3/4"HWC

TO (EX)3/4"HWC

CONNECT

(EX)3/4"HWC

TO (EX)1"HW

(EX)1 1/4" HW

CONNECT (EX)1"HW TO (EX)1/2"HWC

4"W 4"CO

(EX)2-1/2"CW,

(EX)1-1/4"HW &

(EX)1"HWC DOWN

(W-9)

CONNECT (EX)1"HWC

TO (EX)1-1/2"HW

(EX)2-1/2"CW, 1-1/4"HW & 1"HWC DOWN (W-16)

B

(EX)3"V

RISER (S-33)

"V

3"V UP

CONNECT 3"V TO (EX)3"V

CHAPLAIN SERVICES

D213F

CHAPLAIN HALL

D218D

STORAGE

D213J

STORAGE

D213K

A/V CLOSET

D213I

GROUP RM (EXTG)

D205

INFO MGT. SVC (EXTG)

D208 OI&T (EXTG)

D209

TLT (EXTG)

D210

TLT (EXTG)

D214

TLT (EXTG)

D215

D235B

D235AD234

D233 C232

C231

SOCIAL WORKER (EXTG)

D205C

ELECT. CL. (EXTG)

D206B

VOCATIONAL REHAB. ASST.

(EXTG)

D205B

(EX)3/4" HWC

F

F

F

F

1-1/2"V UP

A. 2"W & 1-1/2"V UP TO SHOWER DRAIN

B. 4"W UP INTO CHASE ABOVE

C. 2"W UP INTO WALL ABOVE

D. 2"W UP TO FLOOR DRAIN

E. 3"W & 2"V UP TO MOP BASIN

F. INSTALL CIRCUIT SETTER SET FOR 0.5

GPM

PLAN 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.

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 ADDTION:

GENERAL NOTES

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. 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.

PROJECT

LOCATION

C223

C224

C225

C226

C226A

C228

C230

C227C C252 C251 C235 C257

C236C256 C250

C249E

C227B C227

C227A C249D

C249C C255 C238

C240 C254

C242C253

C249B

C248

C246

C247

C222

D212F

D212C

D212ED212B

D212A D212D

C201 C201B

C201C

C201E C201F

C202

C201D C201A

C2B1

A202 A201

D202

D202B

D212

D206A

D206 D205A

D201A

D201 D203

D204

D219B

D219C

D219

D220

D219F

D219E

D219A

D209A

D207B D207C

C2D1

D207

D209 D208

C221

C2D2

C2C3

C2D3

C2C2

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

PL101

PLUMBING PLAN - PARTIAL 2ND

FLOOR

RELOCATE STEP DOWN UNIT

Columbia, MO

04/11/2019

589-402

FINAL CONSTRUCTION DOCUMENTS

JAC JGA

1/8" = 1'-0"

PLUMBING PLAN - PARTIAL 2ND FLOOR

N 4' 8' 16'

1/8" = 1'-0"

0' w 6.3

Ha

6.2

6.7

Ja

8.0

W 9.3

P-102

P-418

P-423

P-422

P-418

P-528

P-422

P-529

P-529

P-422

P-423

P-422

P-102 P-102

P-102 P-102 P-102

P-102

P-102

P-102

P-102

P-102

P-102

P-115

P-102

P-115

P-704

P-102

P-704

P-502

P-418

P-505

PATIENT RM #7

C364

PATIENT RM #10

C350

PAT. TLT.

C363A

PAT. TLT.

C364A

PAT. TLT.

C365A

STAIR #7

C330

PATIENT RM #6

C363

PATIENT RM #5

C362

PAT. TLT.

C350A

PATIENT RM #4

C361

PAT. TLT.

C349A

PATIENT RM #2

C357

PAT. TLT.

C357A

PAT. TLT.

C356A

NOURISH.

C354

CORR

C3C6

CLEAN UTILITY ROOM

C333

SOILED WORKROOM

C343

SHOWER

C338

STERILE STORAGE

C347

CHART ROOM

C353

NURSE STATION

C355

MEDS.

C352

STOR.

C359

CORR

C3C5

NURSE STATION

C332

HSKPG.

C341

PAT. TLT.

C360A

CORR

C3C4

STAFF TOILET

C336

EQUIP. STORAGE

C345

PATIENT RM #8

C365

PATIENT RM #9

C351

PATIENT RM #11

C349

BARIATRIC PATIENT RM #3

C360

STAFF LOCKERS

C335

SWAMP

C321

CONSULT.

C322

MSA

C325

CORR.

C3C9

OFFICE NURSE MNGR.

C346

PATIENT RM #1

C356

CORR

C3C2

QUIET ROOM

C339

MOBILE X-RAY ALCOVE

D301C

W.C. / STRETCHER ALCOVE

D301B

CORR

C3C3

ELEVATOR LOBBY

D301

BED STORAGE

D302

SOILED

D301A

GREETER

C326

STORAGE

C358

STAFF LOUNGE

C334

EQUIPMENT STORAGE

C327

BARIATRIC ISOLATION

ROOM #14

C328

PAT. TLT.

C328A

ISOLATION PATIENT ROOM

#13

C337

PATIENT RM #12

C348

PAT. TLT.

C348A

FAMILY TOILET

C324

ANTE RM.

C329

MECH

C358A

CORR.

C3C7

PAT. TLT.

C362A

PAT. TLT.

C361A

PAT. TLT.

C337A

ELEC.

C340

CONNECT 6"RL TO (EX)6"RD

(E)RL

P-422

P-423

P-423

P-115

P-418

P-423

P-423

P-423

P-422

P-422

P-423 P-423 P-423

P-423 P-423

P-422

P-422 P-422

P-422

P-422

P-422

P-422 P-422

P-423

P-423

MSA

C325

TOILET

C369SLEEP

C368

P-102 P-704

P-710

PL103

4"VTR

"V

PL104

FD-E

2"V DOWN

RE-INSTALL (EX)

LAVATORY, FAUCET

AND FOOT PEDALS.

INSTALL WITH NEW

CARRIER, TRAP, STOPS

AND SUPPLIES. (EX)

LAVATORY TO REMAIN:

BID ITEM 2 (DEDUCT)

PAT. TLT.

C351A

P-529

RL

RUN 6"RL AS HIGH AS POSSIBLE

P-809

P-809P-809P-809P-809

P-809

P-809

P-809

P-809

P-809

P-809

P-809

P-809

P-809

FD-E

CONNECT 4"V TO

(EX)4"V RISER

PL104.2

1/2"

H.R. INTER

D316A

OIT

C358C

TELEMETRY

C353B

2"FD-M VALVE & CONNECT 1/2"CW WITH

WATER HAMMER ARRESTOR "A"

TO STEAM GENERATOR

PROJECT

LOCATION

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

PL102

PLUMBING PLAN - PARTIAL 3RD

FLOOR

RELOCATE STEP DOWN UNIT

Columbia, MO

04/11/2019

589-402

FINAL CONSTRUCTION DOCUMENTS

JAC JGA

1/8" = 1'-0"

PLUMBING PLAN - PARTIAL 3RD FLOOR

N 4' 8' 16'

1/8" = 1'-0"

0'

JJbKLLaMNNa

Ha

6.7

Ja

8.0

W 9.3

P-102 P-423

P-422

P-422

P-704

P-102

P-418 P-115

P-529

P-505

P-502

P-418

P-102

P-704

P-528

P-422

P-422

P-423

P-102

P-423

P-704

P-115

P-418

P-115

P-418

4"W DOWN

4"W DOWN

2"FD-C

2"FD-C

4"W DOWN

4"W DOWN

3"V DOWN

4"W DOWN

SWAMP

C321

SLEEP

C368

TOILET

C369

EQUIPMENT STORAGE

C327

CONSULT.

C322

PAT. TLT.

C328A

BARIATRIC ISOLATION

ROOM #14

C328

ANTE RM.

C329

ISOLATION PATIENT ROOM

#13

C337

PAT. TLT.

C337A

PATIENT RM #12

C348

PAT. TLT.

C348A

PATIENT RM #11

C349

CORR

C3C3

STERILE STORAGE

C347

STAFF TOILET

C336

STAFF LOCKERS

C335

STAFF LOUNGE

C334

NURSE STATION

C332

CLEAN UTILITY ROOM

C333

CORR.

C3C9

BED STORAGE

D302

FAMILY TOILET

C324

CLOSET

C366

ELEVATOR LOBBY

D301

SOILED

D301A

W.C. / STRETCHER ALCOVE

D301B

QUIET ROOM

C339

SHOWER

C338

ELEC.

C340

SOILED WORKROOM

C343

HSKPG.

C341

EQUIP. STORAGE

C345

OFFICE NURSE MNGR.

C346

CORR

C3C5

MOBILE X-RAY ALCOVE

D301C

MSA

C325

"V

(E X

)3

"V3"V DOWN

1 1/4"

1 1/4"

WHA-A

WHA-A

1 1/4"

WHA-A

WHA-A

WHA-A

1 1/4"

WHA-A 1 1/4"

1/

"V

3"V 3"V

(E X

)4 "W

"W

1 1/4"

(E X

)3 "V

(EX)3"V & 4"W DOWN (S-71)

2"V

(EX)4"W

"V

"V

3/4"

WHA-A

WHA-A

1 1/4"

1 1/2"V

(EX)3"V

CONNECT 2-1/2"CW, 1-1/2"HW

& 1"HWC TO (EX) LINES,

ABOVE CEILING THIS AREA

(EX)1-1/2"HW

1"HWC

2-1/2"CW

UP

CONNECT 2-1/2"CW TO

(EX)3"CW,1-1/2"HW TO

(EX)2"HW & 1"HWC TO

(EX)1"HWC

1/

2" 2 1/2"

3/4"

2" 2"

1/

1 1/2" 1 1/2"

3/4"

2" V

2 1/2"

2" 2" 3/4"

1/

/4

1 1/2"

/4

/4

2"

3/4"

2 1/2"

2"

VALVE AND CAP 2"CW &

3/4"HWC ABOVE CEILING

1/

1/

1 1/4"

1/

2 1/2"

(EX)4"W

(EX)4"W

(EX)2"W

(EX)2"W (EX)4"W

"W

1-1/4" RPZ ON WALL, SERVING DIALYSES BOXES, RUN DISCHARGE TO ABOVE MOP BASIN

P-809

P-809

P-809

"V

A A

3"V

2"V

INSTALL DRAIN PAN BETWEEN

ANY PIPING AND ELECTRICAL

PANELS THIS ROOM

(EX)3/4"HW UP

(EX)3/4"CW UP

(EX)1/2"HWC UP

(EX)2"W UP

(EX)3/4"HW UP

(EX)3/4"CW UP

(EX)1/2"HWC UP

(EX)2"W UP

(EX)3/4"HW UP

(EX)3/4"CW UP

(EX)1/2"HWC UP

(EX)2"W UP

(EX)3/4"HW UP

(EX)3/4"CW UP

(EX)1/2"HWC UP

(EX)2"W UP

(EX)2"CW UP

(EX)4"W UP

(EX)3"V UP

(EX)2"CW UP

(EX)4"W UP

(EX)1"HW UP

(EX)1"CW UP

(EX)1/2"HWC UP

(EX)1-1/4"CW UP

(EX)2"CW UP

(EX)4"W UP

(EX)2"CW UP

(EX)3/4"HW UP

(EX)1/2"HWC UP

(EX)4"W UP

(EX)3/4"CW UP

(EX)3/4"HW UP

(EX)1/2"HWC UP

(EX)2"W UP

(EX)3/4"HW UP

(EX)3/4"CW UP

(EX)1/2"HWC UP

(EX)2"W UP

(EX)2"CW UP

(EX)4"W UP

(EX)2"CW UP

(EX)4"W UP

3/4"

1 1/2"

(EX)3"CW UP

(EX)2"HW UP

(EX)1"HWC UP

(EX)4"W & (EX)3"V

RISER (S-70)

PIPING TO RE-FEED

FLOORS ABOVE

3/4"3/4"1/2" 1/2"

1/2"

3/4"

/2

1 1/4"

1 1/4"

/4

1/

"V

1 1/2"V2"V

1/

1/

1 1/2"

1 1/2"

1/

1 1/4"

1"

1"

3/4"

3"V

(EX)3"V UP

2"V

4"W DOWN

F

F

OIT

C358C

(EX)3"V UP

(EX)4"W UP

(EX)2"W UP

(EX)4"W UP

4"W

(EX)5"RL RISER

(EX)4"W DOWN (S-5)

CONNECT 4"W TO (EX)4"W UP

CONNECT 3"W TO (EX)3"W UP

CONNECT 3"W TO (EX)3"W UP

CONNECT 2"W TO (EX)2"W

4"W

CONNECT 3"W

TO (EX)3"W

4"W DOWN

CONNECT 3"V TO (EX)3"V

3"V DOWN

4"CO

BALANCE VALVE SET FOR 4 GPM

BALANCE VALVE SET FOR 2 GPM

BALANCE VALVE SET FOR 4.5 GPM

1"

(EX)3"V

G

J

J

H

G

J

J

J

H

J

J

H

J

J

H

J

J

H

J

J

H

J H

J

J

J H

J

J

H3/4"

J

J

J

F

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.

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 ADDTION:

GENERAL NOTES

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. 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. ICE MAKER BOX ABOVE BACKSPLASH

B. 4"W UP INTO CHASE ABOVE

C. 2"W UP INTO WALL ABOVE

D. 2"W UP TO FLOOR DRAIN

E. 3"W & 2"V UP TO MOP BASIN

F. 2"W RUN HORIZONTALLY IN WALL ABOVE

FLOOR, WHERE POSSIBLE

G. ALL WALL PENETRATIONS AROUND

ISOLATION ROOMS SHALL BE SEALED

H. INSTALL CIRCUIT SETTER ON 1/2"HWC AS

IT CONNECTS TO EXISTING. SET FOR 0.5

GPM

PLAN NOTES

J. INSTALL BALL VALVE ON LINE AS IT

CONNECTS TO EXISTING

PROJECT

LOCATION

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

PL103

ENLARGED PLUMBING PLAN -

PARTIAL 3RD FLOOR NORTH

RELOCATE STEP DOWN UNIT

Columbia, MO

04/11/2019

589-402

FINAL CONSTRUCTION DOCUMENTS

JAC JGA

1/4" = 1'-0"

ENLARGED PLUMBING PLAN - PARTIAL 3RD FLOOR NORTH

N 2' 4' 8'0'

1/4" = 1'-0"

HaJa

P-102

P-529

P-422

P-102 P-102

P-102 P-102

P-102

P-102

P-102

P-102

P-102

P-102

(EX)6"RD TO REMAIN

(E)RL

(EX)6"RD DOWN

3"V DOWN

(EX)4"VTRP-423

P-423

P-423

P-423

P-422 P-422

P-423 P-423

P-423

P-423 P-423

P-422

P-422

P-422

P-422

P-422

P-422

P-422

P-422

P-423

P-423

3"V DOWN

P-710

3"V DOWN

3"V DOWN

"V

3"V

2"V

2"V

1/

WHA-A

WHA-A

3"V

1 1/4"

A

WHA-A

WHA-A

1 1/4"

A

A A

B B

/2

B B

A

B

"V

WHA-A

3"V

WHA-A

"V

3"V

1 1/4"

1 1/4"

1 1/4"

"V

"V

B

AWHA-A

WHA-A

1 1/4"

A

WHA-A

1/2"

1 1/4"

B

A

1 1/4"

WHA-A

2"V

(EX)4"VTR

(EX)4"VTR

1/

"V

WHA-A

(EX)4"VTR

PATIENT RM #7

C364

PATIENT RM #10

C350

PAT. TLT.

C363A

PAT. TLT.

C364A

PAT. TLT.

C365A

STAIR #7

C330

PATIENT RM #6

C363

PATIENT RM #5

C362

PAT. TLT.

C350A

PATIENT RM #4

C361

PAT. TLT.

C349A

PATIENT RM #2

C357

PAT. TLT.

C357A

PAT. TLT.

C356A

NOURISH.

C354

CORR

C3C6

CHART ROOM

C353

NURSE STATION

C355

MEDS.

C352

STOR.

C359

CORR

C3C5

PAT. TLT.

C360A

CORR

C3C4

PATIENT RM #8

C365

PATIENT RM #9

C351

PATIENT RM #11

C349

BARIATRIC PATIENT RM #3

C360

OFFICE NURSE MNGR.

C346

PATIENT RM #1

C356

CORR

C3C3

PAT. TLT.

C362A

PAT. TLT.

C361A

B

B

3"V

2"V

2 1/2"

2 1/2"

2 1/2" 2 1/2"

2 1/2"

2"

VALVE AND CAP 1"CW,

1-1/4"HW & 2"CW

ABOVE CEILING

2"

TELEMETRY

C353B

P-529

1 1/2"

1 1/2"

"V

2"VTR

3"VTR

6"RL DOWN

P-809

P-809

P-809

P-809

P-809

P-809

P-809

P-809

P-809

P-809

P-809

D

FD-M

PAT. TLT.

C351A

A

"V

3"V DOWN

1/

1/

1/

1 1/4"

1/

1"

/4

/4

1"

2 1/2"

1 1/4"

1/

1/

1/

1/

1/

1/

1/

1/

1/

1 1/4"

1/

1/

"V

A

C

1/

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.

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 ADDTION:

GENERAL NOTES

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. 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. 2"W RUN HORIZONTALLY IN WALL ABOVE

FLOOR, WHERE POSSIBLE

B. 4"W DOWN

C. ICE MAKER BOX ABOVE BACKSPLASH

D. 1/2"CW DOWN IN WALL. CONNECT w/STOP

TO OWNER FURNISHED WATER FILTER IN

MILLWORK BELOW. TERMINATE w/STOP AT

36" A.F.F. FOR CONNECTION TO ICE

MACHINE

PLAN NOTES

PROJECT

LOCATION

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

PL104

ENLARGED PLUMBING PLAN -

PARTIAL 3RD FLOOR SOUTH

RELOCATE STEP DOWN…