100_ CD Drawings_Combined -07202020.pdf

1. SEE GENERAL PROJECT NOTES FOR NEW WORK FOR ADDITIONAL REQUIREMENTS FOR WORK WITHIN THE EXISTING FACILITY.

2. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND FIELD CONDITIONS PRIOR TO DEMOLITION AND CONSTRUCTION. IF PROVIDED, THE GENERAL CONTRACTOR SHALL CAREFULLY EXAMINE EXISTING BUILDING DOCUMENTS. THE CONTRACTOR SHALL BRING ANY

DISCREPANCIES TO THE IMMEDIATE ATTENTION OF THE ARCHITECT.

3. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF EXISTING ITEMS TO REMAIN DURING DEMOLITION AND CONSTRUCTION.

4. MAINTAIN EXIT EGRESS PATHS TO EXISTING EXIT DOORS DURING CONSTRUCTION.

5. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL CONSTRUCTION ROUTES BEYOND THE AREAS OF WORK AND THE

ROUTES MUST BE RETURNED TO THEIR ORIGINAL CONDITION AT THE END OF THE PROJECT.

6. MAINTAIN THE BUILDING IN A WEATHER TIGHT CONDITION AT ALL TIMES.

7. ALL DEMOLITION AND CONSTRUCTION ACTIVITIES SHALL BE COORDINATED WITH THE COR TO MINIMIZE DISRUPTIONS OF NORMAL FUNCTIONS OF THE

VAMC'S OCCUPIED AREAS.

8. IF CONSTRUCTION NOISE IS ANTICIPATED, SUBMIT A WRITTEN REQUEST TO THE COR FOR THE SCHEDULED TIME OF THE CONSTRUCTION ACTIVITIES.

NO WORK SHALL BE DONE WITHOUT THE WRITTEN APPROVAL OF THE COR. THE COR RESERVES THE RIGHT TO DISCONTINUE NOISY CONSTRUCTION AT ANY TIME. NO RADIOS SHALL BE PERMITTED AT ANY TIME IN WORK AREAS ADJACENT TO OCCUPIED SPACES.

9. ALL EXISTING SERVICES AND UTILITIES SHALL BE MAINTAINED TO ADJACENT DEPARTMENTS OR AREAS THAT ARE IN OPERATION AND SERVED BY THEM. COORDINATE ALL DISRUPTIONS OR DISCONTINUATIONS OF UTILITIES AND SERVICES WITH THE COR. NO SHUT DOWN OF EXISTING SERVICES IS ALLOWED TO OCCUR UNTIL RECEIVING THE COR'S WRITTEN APPROVAL OF THE SHUT DOWN SCHEDULE. PROVIDE TEMPORARY SERVICES AND/OR

UTILITIES DURING INTERRUPTIONS AS REQUIRED AND APPROVED BY THE COR.

10. THE GENERAL CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT DAMAGE TO THE VA'S OCCUPIED AREAS ADJACENT TO NEW CONSTRUCTION OR OCCUPIED AREAS WHERE VARIOUS SYSTEM CONNECTIONS OR EXTENSIONS ARE REQUIRED. IN THESE AREAS, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR DAMAGE CAUSED BY LACK OF SUFFICIENT PROTECTION FROM THE WEATHER AND FROM THE RESULTS OF ALL

CONSTRUCTION ACTIVITY INCLUDING BUT NOT LIMITED TO DUST AND WATER.

11. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN APPROVAL FROM THE COR BEFORE USING OPEN FLAMES, WELDING RODS AND TORCHES. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS TO PROHIBIT THE MIGRATION OF SMOKE AND OTHER PRODUCTS OF COMBUSTION INTO OCCUPIED AREAS OF THE EXISTING BUILDING AND FOR OBTAINING ALL REQUIRED PERMITS RELATED TO HOT WORK.

12. IT IS THE GENERAL CONTRACTORS RESPONSIBILITY TO PATCH ALL SPRAY-ON FIRE PROTECTION AT REMOVALS, AT ANY EXISTING LOCATIONS WHICH ARE VOID OF PROTECTION WITHIN THE AREA OF WORK AND AT NEW CONSTRUCTION WHICH DISTURBS EXISTING FIRE PROTECTION. FIREPROOFING

MUST BE CONTINUOUS AND UNOBSTRUCTED.

13. DO NOT OVERLOAD THE EXISTING BUILDING STRUCTURE. MAINTAIN THE STRUCTURAL INTEGRITY OF ALL STRUCTURAL FRAMING MEMBERS AND

SYSTEMS AT ALL TIMES.

14. ALL DEMOLISHED MATERIAL, EXCEPT MATERIAL THAT IS LISTED OR MARKED BY THE ARCHITECT OR THE COR FOR RETENTION, SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND IT SHALL BE DISPOSED OF. NO DEBRIS RESULTING FROM WORK SHALL BE LEFT IN THE CONSTRUCTION ROUTES

BEYOND THE AREAS OF WORK.

15. REMOVAL OF A PARTICULAR ITEM IS TO INCLUDE ALL RELATED ITEMS, SUCH AS REMOVAL OF WALLS WOULD INCLUDE ASSOCIATED DOORS, HARDWARE, ELECTRICAL, PLUMBING, MECHANICAL, ETC. REFER TO DEMOLITION DRAWINGS FOR MORE INFORMATION. FOR ALL REMOVALS, THE GENERAL CONTRACTOR SHALL COORDINATE WITH ALL OTHER DISCIPLINES INCLUDING BUT NOT LIMITED TO MECHANICAL, ELECTRICAL AND

PLUMBING.

16. WHERE CEILINGS ARE SHOWN TO BE REMOVED, ALL UNUSED SUSPENDED EQUIPMENT, WIRES, ANGLES, ETC. SHALL BE REMOVED. SEE DEMOLITION DRAWINGS FOR ADDITIONAL INFORMATION. EXISTING LIGHTS MAY BE MAINTAINED AS TEMPORARY CONSTRUCTION LIGHTING.

17. THE CONTRACTOR SHALL PROVIDE TEMPORARY SUPPORT FOR ITEMS NOT DEMOLISHED OR REMOVED AS REQUIRED UNTIL PERMANENT SUPPORT IS

PROVIDED IN THE FINAL CONSTRUCTION.

18. ALL OPENINGS IN EXISTING WALLS, CEILINGS AND FLOORS, WHICH ARE THE RESULT OF REMOVALS AND OTHER NEW CONSTRUCTION ACTIVITY, SHALL BE PATCHED WITH NEW MATERIALS THAT MATCH THE EXISTING MATERIALS. IF THE PATCH IS TO BE MADE IN FIRE RATED CONSTRUCTION, THE PATCH MUST ACHIEVE THE REQUIRED FIRE RATING. THE PATCH SHALL BE FINISHED TO A LIKE NEW CONDITION TO MATCH THE EXISTING FINISH.

19. ALL EXISTING OPENINGS IN CEILINGS, FLOORS AND WALLS DISCOVERED IN THE EXISTING STRUCTURE SHALL BE PATCHED WITH NEW MATERIALS THAT MATCH THE EXISTING MATERIALS. IF THE PATCH IS TO BE MADE IN FIRE RATED CONSTRUCTION, THE PATCH MUST ACHIEVE THE REQUIRED FIRE RATING. THE PATCH SHALL BE FINISHED TO A LIKE NEW CONDITION TO MATCH THE EXISTING FINISH.

20. WHERE EXISTING SURFACES ARE TO BE REFINISHED OR ARE TO SERVE AS SUBSTRATE FOR THE ATTACHMENT OR APPLICATION OF NEW MATERIALS OR CONSTRUCTION, PREPARE OR ALTER THE EXISTING SURFACES AS NECESSARY TO PROPERLY ACCOMMODATE THE NEW MATERIALS.

21. FIELD VERIFY SIZES AND DIMENSIONS OF ALL EXISTING UTILITIES THAT IMPACT THE NEW WORK. DETERMINE THE SIZE AND LOCATION THE PENETRATIONS FROM THE EXISTING UTILITIES WITHIN THE NEW WORK. SEAL TIGHT TO ALL PENETRATIONS AND CAULK.

22. PENETRATIONS THROUGH EXISTING FIRE RATED CONSTRUCTION MUST BE PROPERLY CLOSED AND FIRE SAFE'D TO ACHIEVE THE PROPER FIRE

RATING BY THE END OF CONSTRUCTION OPERATIONS FOR EACH DAY.

23. NEW HOLES IN EXISTING ELEVATED FLOOR AND ROOF STRUCTURES FOR NEW WORK MUST BE COORDINATED WITH THE EXISTING STRUCTURE SO

THAT CRITICAL STRUCTURAL MEMBERS ARE NOT DAMAGED.

24. UNLESS OTHERWISE NOTED, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING SALVAGED STOCK BEFORE ORDERING NEW

MATERIAL.

25. ALL CONTRACTORS SHALL WEAR FACE COVERINGS OVER NOSE AND MOUTH WHILE ON THE PREMISES PER VA FACILITY POLICY. FACE COVERINGS

SHALL BE PROVIDED BY CONTRACTOR.

G E N E R A L N O T E S - E X I S T I N G F A C I L I T I E S

1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH APPLICABLE LOCAL, STATE AND FEDERAL AUTHORITIES, CODES, RULES AND REGULATIONS.

2. THESE DOCUMENTS SHOW THE MINIMUM CONSTRUCTION REQUIREMENTS AND THE MINIMUM QUALITY OF WORK EXPECTED. MORE STRINGENT REQUIREMENTS STIPULATED WITHIN RELEVANT MANUFACTURER’S INSTALLATION INSTRUCTIONS WILL SUPERSEDE.

3. ANY UNFORESEEN OR UNCLEAR CONDITIONS SHALL BE REPORTED TO THE ARCHITECT PRIOR TO PROCEEDING WITH WORK.

4. ANY CONFLICTS WITHIN THE DRAWINGS, BETWEEN THE DRAWINGS AND THE SPECIFICATIONS, OR BETWEEN THE DRAWINGS AND THE ACTUAL CONDITIONS AT THE SITE, ARE TO BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT. THE CONTRACTOR SHALL NOT PROCEED WITH

WORK UNTIL WRITTEN CLARIFICATION FROM THE ARCHITECT IS RECEIVED.

5. UNLESS OTHERWISE NOTED, ALL MATERIALS AND EQUIPMENT ARE TO BE INSTALLED PER THE APPLICABLE PROVISIONS OF THESE DOCUMENTS AND

THE MANUFACTURER’S INSTRUCTIONS.

6. ALL MATERIALS USED ARE REQUIRED TO BE NEW UNLESS OTHERWISE NOTED AND/OR OF A QUALITY TO MEET OR EXCEED ALL APPLICABLE INDUSTRY STANDARDS. WHERE SPECIFIED PRODUCTS OR MANUFACTURERS ARE NOT NOTED, THE CONTRACTOR IS REQUIRED TO NOTIFY THE ARCHITECT TO

OBTAIN A MINIMUM STANDARD OF QUALITY.

7. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL MEANS, METHODS AND TECHNIQUES FOR CONSTRUCTION.

8. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR JOB-SITE SAFETY INCLUDING BUT NOT LIMITED TO THE ADHERENCE TO OSHA REGULATIONS.

9. ALL ELECTRICAL AND MECHANICAL WORK SHALL BE PERFORMED BY PERSONNEL LICENSED IN THE STATE WHERE THIS PROJECT IS LOCATED.

10. REMOVE ALL DEBRIS PROPERLY FROM THE SITE. LOAD DEBRIS DIRECTLY ONTO TRUCKS OR INTO DUMPSTERS FOR REMOVAL. DISPOSE OF DEBRIS LEGALLY. DO NOT BURN DEBRIS ON THE SITE. DO NOT ALLOW DEBRIS TO ENTER SEWERS. DO NOT ALLOW PILED DEBRIS TO ENDANGER STRUCTURES, BLOCK EXISTS OR ROADWAYS. COMBUSTIBLE WASTE WHICH COULD CREATE A FIRE HAZARD SHALL NOT BE PERMITTED TO

ACCUMULATE IN OR AROUND THE CONSTRUCTION SITE.

11. COORDINATE ALL WORK WITH ALL OTHER DISCIPLINES, INCLUDING, BUT NOT LIMITED TO MECHANICAL, ELECTRICAL, PLUMBING & SITE DRAWINGS.

EXACT SIZE AND LOCATION OF ALL ROOF AND FLOOR OPENINGS SHOWN ON ARCHITECTURAL DRAWINGS SHALL BE VERIFIED WITH THE ASSOCIATED

SUB-CONTRACTORS PRIOR TO CONSTRUCTION.

12. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL GOVERN. ALL PLAN DIMENSIONS ARE TAKEN TO FINISH FACE OF CONSTRUCTION.

13. LAYOUT AND VERIFY ALL PARTITION LOCATIONS PRIOR TO CONSTRUCTION FOR CLEARANCES AND DIMENSIONS. NOTIFY ARCHITECT OF ANY

DISCREPANCIES.

14. WITHIN ALL METAL STUD PARTITIONS, THE GENERAL CONTRACTOR IS TO PROVIDE BLOCKING FOR ALL WALL MOUNTED EQUIPMENT AND ACCESSORIES INCLUDING BUT NOT LIMITED TO: MECHANICAL, ELECTRICAL AND PLUMBING DEVICES, FURNITURE, CASEWORK, MILLWORK AND ALL OTHER WALL MOUNTED ACCESSORIES AND ITEMS. THE LOCATIONS, MOUNTING HEIGHTS AND BLOCKING REQUIREMENTS SHOWN HEREON ARE GIVEN FOR INFORMATIONAL PURPOSES ONLY AND IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THIS INFORMATION WITH THE ASSOCIATED SUB-CONTRACTORS, MANUFACTURERS, OR EQUIPMENT SUPPLIERS. SEE TYPICAL BLOCKING DETAILS IN METAL STUD WALLS

INCLUDED IN THESE DOCUMENTS FOR BLOCKING AND ANCHORING REQUIREMENTS.

15. ALL CONCEALED WOOD SHALL BE FIRE RETARDANT TREATED.

16. THE GENERAL CONTRACTOR SHALL COORDINATE WITH ALL OTHER DISCIPLINES INCLUDING BUT NOT LIMITED TO MECHANICAL, ELECTRICAL AND PLUMBING, TO DETERMINE THE SIZE AND LOCATION OF ALL PENETRATIONS IN NEW CONSTRUCTION. COORDINATE AND PROVIDE ALL OPENINGS. SEAL

CONSTRUCTION TIGHT TO ALL PENETRATIONS AND CAULK.

17. ALL PENETRATIONS THROUGH FIRE RATED CONSTRUCTION MUST BE FIRE SAFE'D IN ACCORDANCE WITH THE SPECIFICATIONS.

18. PROVIDE CONTROL JOINTS IN GYPSUM WALLBOARD INTERIOR PARTITIONS AT 30 FEET ON CENTER MAXIMUM. WHERE POSSIBLE, LOCATE AT CORNERS ABOVE OPENINGS. VERIFY LOCATIONS WITH ARCHITECT. SEE THE ASSOCIATED TYPICAL DETAILS INCLUDED IN THESE DOCUMENTS.

19. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL EQUIPMENT INSTALLATION AND VERIFYING ALL REQUIRED ROUGH OPENINGS, AND ROUGH-IN DIMENSIONS WITH THE EQUIPMENT MANUFACTURER, COR AND ARCHITECT PRIOR TO CONSTRUCTION.

G E N E R A L N O T E S - N E W W O R K

G E N E R A L P H A S I N G N O T E S

A. NO MORE THAN ONE COOLER SHALL BE INOPERABLE AT ANY TIME DURING CONSTRUCTION. DURING RENOVATION, CONTENTS FROM COOLERS WILL BE RELOCATED INTO EXISTING OR NEW COOLERS BY VA. CONTRACTOR SHALL NOTIFY VA C.O.R. THREE WEEKS PRIOR TO DEMOLITION OF EACH COOLER OR FREEZER IN ORDER TO ENSURE RELOCATION OF CONTENTS OCCURS PRIOR TO DEMOLITION. CONTRACTOR SHALL PROVIDE TEMPORARY REFRIGERATION FOR CONTENTS OF FREEZER DURING RENOVATION OF FREEZER 010A.

B. CONTRACTOR SHALL NOTIFY VA C.O.R. THREE WEEKS PRIOR TO INSTALLATION OF NEW COOLERS AND FREEZER IN ORDER TO COORDINATE

INSTALLATION OF DOMESTIC WATER PIPES ABOVE COOLERS (BY VA; NOT IN CONTRACT).

C. RESTROOMS ON FIRST FLOOR SHALL BE RENOVATED SEPARATELY. AT NO TIME WILL TWO PATIENT RESTROOMS BE INACCESSIBLE.

S U M M A R Y OF B I D A L T E R N A T E S

ALTERNATE #1: OMIT NEW PA SYSTEM. EXISTING PA SYSTEM TO REMAIN.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

FFE INC

110 Boggs Lane, Suite 170

Springdale, OH 45246

513-522-0956

C U s e rs

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GI000

COVER SHEET, SHEET INDEX CORRECT FCA DEFICIENCIES -

FTD INTERIOR DEFICIENCIES

FT THOMAS, KY 41075

539-20-211

BUILDING 64

05/01/20 PRQ PRQ

SHEET # SHEET NAME ISSUE DATE SD DD1 DD2 CD

GENERAL

GI000 COVER SHEET, SHEET INDEX 05/01/20 * * * *

GI001 LIFE SAFETY PLAN 05/01/20 * * * *

GI002 WALL TYPES AND NOTES 05/01/20 * * * *

ARCHITECTURAL

AD101 OVERALL DEMOLITION PLANS 05/01/20 * * * *

AD111 ENLARGED BASEMENT DEMOLITION PLAN 05/01/20 * * * *

AD112 ENLARGED FIRST FLOOR DEMOLITION PLANS 05/01/20 * * * *

AE101 OVERALL NEW WORK PLANS 05/01/20 * * * *

AE111 ENLARGED BASEMENT PLANS 05/01/20 * * * *

AE112 ENLARGED FIRST FLOOR PLANS 05/01/20 * * * *

AE141 REFLECTED CEILING PLANS 05/01/20 * * * *

AE601 ROOM FINISH SCHEDULE, DOOR SCHEDULE, AND

DETAILS

05/01/20 * * *

FIRE PROTECTION

FX101 FIRE PROTECTION BASEMENT PLANS 05/01/20 * * *

PLUMBING

P001 PLUMBING LEGEND AND ABBREVIATIONS 05/01/20 * * *

PD101 PLUMBING BASEMENT DEMOLITION PLANS 05/01/20 * * *

PD102 PLUMBING FIRST FLOOR DEMOLITION PLANS 05/01/20 * * *

PL101 PLUMBING BASEMENT NEW WORK PLANS 05/01/20 * * *

PL102 PLUMBING FIRST FLOOR NEW WORK PLANS 05/01/20 * * *

PL401 PLUMBING SECTIONS 05/01/20 * * *

PL501 PLUMBING DETAILS AND SCHEDULES 05/01/20 * * *

PL601 PLUMBING ISOMETRIC DIAGRAMS 05/01/20 * *

MECHANICAL

MI001 MECHANICAL SYMBOLS AND ABBREVIATIONS 05/01/20 * * * *

MD101 MECHANICAL DEMOLITION PLANS 05/01/20 * * * *

MH101 MECHANICAL NEW WORK PLANS 05/01/20 * * * *

MH111 ENLARGED MECHANICAL PLANS 05/01/20 * * *

MH501 HVAC CONTROLS AND DETAILS 05/01/20 * * *

MH601 MECHANICAL SCHEDULES 05/01/20 * * * *

ELECTRICAL

E001 ELECTRICAL LEGEND AND ABBREVIATIONS 05/01/20 * * *

E002 PANELBOARD SCHEDULES 05/01/20 * * *

E003 ELECTRICAL DETAILS 05/01/20 * * *

ED000A BASEMENT ELECTRICAL DEMO PLAN- AREA A 05/01/20 * * *

ED000B BASEMENT ELECTRICAL DEMO PLAN - AREA B 05/01/20 * * *

ED100A FIRST FLOOR ELECTRICAL DEMO PLAN - AREA A 05/01/20 * * *

ED100B FIRST FLOOR ELECTRICAL DEMO PLAN - AREA B 05/01/20 * * *

ED200A SECOND FLOOR ELECTRICAL DEMO PLAN - AREA A 05/01/20 * * *

ED200B SECOND FLOOR ELECTRICAL DEMO PLAN - AREA B 05/01/20 * * *

ED300A THIRD FLOOR ELECTRICAL DEMO PLAN - AREA A 05/01/20 * * *

ED300B THIRD FLOOR ELECTRICAL DEMO PLAN - AREA B 05/01/20 * * *

EP000A BASEMENT ELECTRICAL NEW WORK - AREA A 05/01/20 * * *

EP000B BASEMENT ELECTRICAL NEW WORK - AREA B 05/01/20 * * *

EP100A FIRST FLOOR ELECTRICAL NEW WORK - AREA A 05/01/20 * * *

EP100B FIRST FLOOR ELECTRICAL NEW WORK - AREA B 05/01/20 * * *

EP200A SECOND FLOOR ELECTRICAL NEW WORK - AREA A 05/01/20 * * *

EP200B SECOND FLOOR ELECTRICAL NEW WORK - AREA B 05/01/20 * * *

EP300A THIRD FLOOR ELECTRICAL NEW WORK - AREA A 05/01/20 * * *

EP300B THIRD FLOOR ELECTRICAL NEW WORK - AREA B 05/01/20 * * *

CINCINNATI VAMC

CORRECT FCA DEFICIENCIES

DEPARTMENT OF VETERANS AFFAIRS

1000 S FT THOMAS AVE,

FT. THOMAS, KENTUCKY 41075

FTD INTERIOR DEFICIENCIES

D R A W I N G I N D E X

CD 100% SUBMITTAL DATE 05/01/2020

C O D E N O T E S

CODE SUMMARY:

PROJECT CONSISTS OF INTERIOR REPAIR AND MINOR MODIFICATION TO SEVERAL GROUP RESTROOMS, LOCKER ROOMS, AND SHOWER ROOMS;

REPLACEMENT OF COOLERS AND FREEZER; AND REPLACEMENT OF PUBLIC ADDRESS SYSTEM.

APPLICABLE BUILDING CODES AND STANDARDS:

NFPA 101-2018 LIFE SAFETY CODE

NFPA 5000-2018 BUILDING CONSTRUCTION AND SAFETY STANDARD

ABAAS and VA SUPPLEMENT PG-18-13 "VA BARRIER FREE DESIGN STANDARD" REVISED NOVEMBER 1, 2017

NFPA 70, NATIONAL ELECTRIC CODE 2017 EDITION

NFPA 72, NATIONAL FIRE ALARM AND SIGNALING CODE 2019 EDITION

INTERNATIONAL BUILDING CODE 2018 EDITION

VA MASTER SPECIFICATION, TECHNICAL INFORMATION LIBRARY (TIL)

CONSTRUCTION TYPE:

TYPE II (222)

OCCUPANCY CLASSIFICATION (NFPA 101-2018 CHAPTER 6.1.5 AND 6.1.6):

AMBULATORY HEALTHCARE (BASEMENT), HEALTHCARE (1ST, 2ND, 3RD FLOORS)

BUILDING SERVICE AND FIRE PROTECTION EQUIPMENT (NFPA 101 CHAPTER 9):

BUILDING SHALL BE FULLY SPRINKLERED PER NFPA 13. EXISTING, COMPLIANT.

BUILDING REHABILITATION (NFPA 101-2018 CHAPTER 43):

43.3 REPAIRS.

WORK SHALL NOT MAKE THE BUILDING LESS CONFORMING TO CHAPTERS OF NFPA 101-2018, OR WITH ANY PREVIOUSLY APPROVED ALTERNATIVE

ARRANGEMENTS, THAN IT WAS BEFORE THE REPAIR WAS UNDERTAKEN.

43.5 MODIFICATIONS.

WORK MUST COMPLY WITH CHAPTERS OF NFPA 101-2018.

Revisions: Date:

100% Construction/BID Documents 05/01/2020 05/01/20 Exp: 12/31/2021

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SMOKE RESISTIVE HAZARDOUS ROOM ENCLOSURE

WALL: IF THE HAZARDOUS ROOM HAS A SUSPENDED CEILING CONSTRUCTED TO LIMIT

TRANSFER OF SMOKE, THE WALL HAS NO FIRE RESISTANCE RATING AND MAY

TERMINATE AT THE CEILING. IF THE ROOM DOES NOT HAVE SUSPENDED

CEILING, THE WALL HAS NO FIRE RESISTANCE RATING AND SHALL EXTEND TO

THE DECK ABOVE.

DUCTS: STEEL DUCT PENETRATIONS ARE NOT REQUIRED TO BE PROTECTED BY FIRE

DAMPERS OR SMOKE DAMPERS.

PENETRATIONS: SEALED WITH NON-FIRE-RATED MATERIAL TO BE RESISTIVE. USE OF LISTED

FIRESTOP MATERIALS IS NOT REQUIRED.

DOORS: EXISTING HAZARDOUS ROOMS:

1. NON-LABELED FRAME (NFPA 101 19.3.7.9)

2. 20 MINUTE OR SOLID WOOD CORE (NFPA 101 19.3.7.6) 1 3/4 THICK.

3. MAXIMUM 1296 SQ. IN. WINDOW (NFPA 101 19.3.6.3.17)

4. POSITIVE LATCHING NOT REQUIRED (NFPA 101 19.3.2.1.3)

5. SELF CLOSING OR AUTOMATIC CLOSING (NFPA 101 19.3.2.1.3)

6. MAXIMUM 1" UNDERCUT (NFPA 101 19.3.2.1.2)

7. MAXIMUM 1/8" GAP (NFPA 101 19.3.6.3.1)

8. MAXIMUM 48" PROTECTIVE PLATE (NFPA 101 19.3.2.1.2)

9. SWING IN ANY DIRECTION

10. SMOKE DOOR ASSEMBLIES SHALL BE TESTED AT LEAST ANNUALLY

(NFPA 105 5.2.1.1)

NON-RATED SMOKE ZONE PARTITION

FORMER DECOMMISSIONED SMOKE BARRIER RETAINED AS FIRE ALARM/SPRINKLER

ZONE. BUILDING OCCUPANTS PERMITTED TO DEFEND IN PLACE UNTIL DIRECTED BY

THE FIRE DEPARTMENT PER SECTION 16.7.4.3 OF NFPA 99-2018 EDITION AND PRIVATE

MODE AUDIBLE REQUIREMENTS OF SECTION 16.7.4.3 OR NFPA 72-2019 EDITION.

WALL: WALL EXTENDS FROM FLOOR TO SUSPENDED CEILING OR DECK ABOVE.

DUCTS: NO MINIMUM REQUIREMENTS.

PENETRATIONS: NO MINIMUM REQUIREMENTS FOR WALL PENETRATIONS ABOVE A SUSPENDED

CEILING. PENETRATIONS BELOW A SUSPENDED CEILING OR DECK SEALED

WITH NON-FIRE-RATED MATERIALS TO BE SMOKE RESISTIVE.

DOORS: NON-FIRE-RATED DOORS AND FRAMES SELF CLOSING OR AUTOMATIC CLOSING

IN AN EMERGENCY.

THIS APPLIES TO OCCUPANCY SEPARATION WALLS, HORIZONTAL EXITS, AND STAIRWELLS OF 4 OR MORE STORIES.

THIS COMBINATION WALL IS WHERE A PORTIONOF THE 2-HOUR RATED WALL IS ALSO PART OF THE SMOKE WALL.

WALL: WALL EXTENDS FROM FLOOR TO DECK ABOVE.

DUCTS: ALL DUCT PENETRATIONS ARE PROTECTED BY COMBINATION FIRE AND

SMOKE DAMPERS. SMOKE DAMPERS ARE NOT REQUIRED WHERE

ADJACENT SMOKE COMPARTMENTS ARE PROTECTED BY QUICK

RESPONSE SPRINKLERS THROUGHOUT EACH COMPARTMENT.

PENETRATIONS: ALL NEW PENETRATIONS ARE SEALED WITH LISTED FIRESTOP

MATERIALS FOR PROTECTING 2-HOUR WALL ASSEMBLIES. WALL

PENETRATIONS ARE REQUIRED TO BE FILLED ON BOTH SIDES OF THE

WALL. FLOOR PENETRATIONS ARE ONLY REQUIRED TO BE FILLED ON

THE TOP OF THE FLOOR.

DOORS: ALL DOORS REQUIRE THE FOLLOWING:

1. LABELED FRAMES (NFPA 80 4.2.1)

2. LABELED 1 1/2 HOUR DOOR (NFPA 80 4.3.1)

3. MAXIMUM 100 SQ. IN. WINDOW (NFPA 80 4.4.5)

4. POSITIVE LATCHING (NFPA 80 6.4.1.4)

5. SELF CLOSING OR AUTOMATIC CLOSING (NFPA 80 6.4.1)

6. COORDINATING DEVICES REQUIRED (NFPA 80 6.4.1.2.1)

7. MAXIMUM 1/8" GAP (NFPA 80 6.3.1.7.3)

8. MAXIMUM 3/4" UNDERCUT (NFPA 80 4.8.4.1)

9. MAXIMUM 16" PROTECTIVE PLATE (NFPA 80 6.4.5.1)

10. SWING IN PRIMARY DIRECTION OF TRAVEL (NFPA 101 18/19.2.2.2).

11. PERIODIC INSPECTION AND TESTING SHALL BE PERFORMED AT

LEAST ANNUALLY (NFPA 80 5.2.4.1)

2-HOUR FIRE AND SMOKE ZONE BARRIER

2-HOUR FIRE BARRIER

SUBSTANTIAL WALLS AND DOORS TO DIVIDE EACH FLOOR INTO COMPARTMENTS FOR DEFEND IN PLACE EMERGENCY OPERATIONS. IF THE SMOKE ZONE BARRIER WALL IS OF MASONRY, GYPSUM BOARD, OR METAL LATH AND PLASTER CONSTRUCTION, AND THE BARRIER WAS CONSTRUCTED POST 1948, THE SMOKE ZONE BARRIER WALLS ARE REQUIRED TO BE OF 1 HOUR FIRE RESISTANCE RATING. (NFPA 101, 18.3.2.7.5) SMOKE ZONE BARRIER WALLS OF WOOD LATH AND PLASTER CONSTRUCTION ARE PERMITTED TO BE OF A 1/2 HOUR FIRE RESISTANCE RATING (NFPA 101, 19.3.7.3)

WALL: WALL EXTENDS FROM FLOOR TO DECK ABOVE.

DUCTS: ALL DUCT PENETRATIONS ARE PROTECTED BY SMOKE DAMPERS. SMOKE

DAMPERS ARE NOT REQUIRED WHERE ADJACENT SMOKE COMPARTMENTS ARE

PROTECTED BY QUICK RESPONSE SPRINKLERS THROUGHOUT EACH

COMPARTMENT.

PENETRATIONS: ALL PENETRATIONS ARE SEALED WITH LISTED FIRESTOP MATERIALS FOR

PROTECTING 1-HOUR FIRE AND SMOKE WALL ASSEMBLIES. PENETRATIONS ARE

TO BE FILLED ON BOTH SIDES OF THE WALL.

DOORS: ALL DOORS FOR SMOKE BARRIERS REQUIRE THE FOLLOWING:

1. NON-LABELED FRAME (NFPA 101 18.3.7.6)

2. 20 MINUTE OR SOLID WOOD CORE (NFPA 101 18.3.7.6) 1 3/4" THICK.

3. MAXIMUM SIZE LISTED WINDOW (NFPA 80 TABLES 4.4.5)

4. POSITIVE LATCHING NOT REQUIRED (NFPA 101 18.3.7.8)

5. SELF CLOSING OR AUTOMATIC CLOSING (NFPA 101 18.3.7.8)

6. MAXIMUM 1/8" GAP (NFPA 101 18.3.7.6.)

7. MAXIMUM 3/4" UNDERCUT (NFPA 101 8.5.4)

8. UNLIMITED IN HEIGHT PROTECTIVE PLATE (NFPA 101 18.3.7.6/19.3.7.6.1

9. SWING IN DIRECTION OPPOSITE OF EACH OTHER (NFPA 101 18.3.7.6)

10. SMOKE DOOR ASSEMBLIES SHALL BE TESTED AT LEAST ANNUALLY (NFPA 105

5.2.1.1)

FIRE EXTINGUISHERFE

L E G E N D

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

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D

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21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

FFE INC

110 Boggs Lane, Suite 170

Springdale, OH 45246

513-522-0956

C U s e rs

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GI001

LIFE SAFETY PLAN CORRECT FCA DEFICIENCIES -

FTD INTERIOR DEFICIENCIES

FT THOMAS, KY 41075

539-20-211

BUILDING 64

05/01/20 Checker Author

1/16" = 1'-0"

BASEMENT LIFE SAFETY PLAN

1/16" = 1'-0"

FIRST FLOOR LIFE SAFETY PLAN

Revisions: Date:

100% Construction/BID Documents 05/01/2020

INTERIOR STUD GAGE AND SPACING CHART*

STUD

WIDTH

DESIGN

THICKNESS

(GAGE)

STUD

SPACING

(INCHES)

PARTITION HEIGHT

DEFLECTION VALUE 5 psf

BRACING

SPACING WHERE

OCCURSL/120 L/240 L/360

1 5/8"

0.0179 " (25)

0.0312" (20)

0.0179 " (25)

0.0312" (20)

0.0179 " (25)

0.0312" (20)

0.0179 " (25)

0.0312" (20)

0.0179 " (25)

0.0312" (20)

2 1/2"

3 5/8"

4"

6"

16"

24"

16"

24"

16"

24"

16"

24"

16"

24"

16"

24"

16"

24"

16"

24"

16"

24"

16"

24"

10'-7"

9'-9"

12'-1"

11'-0"

13'-3"

11'-10"

16'-5"

14'-10"

15'-4"

13'-9"

20'-8"

18'-6"

17'-2"

15'-1"

23'-1"

20'-9"

19'-9"

16'-9"

30'-10"

27'-2"

8'-4"

7'-11"

9'-8"

8'-9"

11'-3"

10'-7"

12'-10"

11'-7"

14'-4"

13'-5"

16'-5"

14'-9"

15'-4"

14'-2"

18'-4"

16'-5"

19'-9"

16'-9"

24'-6"

21'-7"

8'-5"

7'-8"

9'-10"

9'-3"

11'-2"

10'-0"

12'-4"

11'-7"

14'-3"

12'-9"

13'-4"

12'-4"

15'-11"

14'-3"

17'-11"

16'-9"

21'-4"

18'-10"

4'-0" OC

4'-0" OC

4'-0" OC

4'-0" OC

6'-0" OC

6'-0" OC

6'-0" OC

6'-0" OC

8'-0" OC

8'-0" OC

8'-0" OC

8'-0" OC

8'-0" OC

8'-0" OC

8'-0" OC

8'-0" OC

10'-0" OC

10'-0" OC

10'-0" OC

10'-0" OC

1. PROVIDE MINIMUM 0.0312" STUDS AT WALLS TO RECEIVE FINISH (TILE, STONE, WOOD, ETC.)

2. PROVIDE MINIMUM 0.0312" STUDS AT JAMBS OF DOOR AND FIXED GLASS FRAMES, AT OPEN

PARTITION ENDS, AND WHERE PARTITION IS TO RECEIVE WALL MOUNTED SHELVES,

CASEWORK, PLUMBING FIXTURES, ETC.

3. USE 5/8" FR GWB AT ALL FIRE-RATED PARTITIONS, ANCHOR W/ SCREWS AT 8" OC ON EDGES

AT 12" OC IN FIELD PER UL DESIGN NUMBERS LISTED.

4. SEE ALL SPECIFICATIONS FOR GWB REQUIREMENTS AT TOILETS AND ALL WET AREAS.

5. FOR LOCATIONS OF EXISTING AND NEW FIRE-RATED PARTITIONS, SEE LIFE SAFETY PLANS.

6. PROVIDE ADDITIONAL BRACING AS REQUIRED AT ALL WALL STUD INSTALLATIONS EXCEEDING

STUD MANUFACTURER REQUIREMENTS FOR MAXIMUM ALLOWED HEIGHT AND DEFLECTION.

INTERIOR STUD CHART NOTES:

* REFERENCE STEEL STUD MANUFACTURER ASSOCIATION'S STANDARDS FOR SECTION PROPERTIES

AND DESIGN OF STUD SIZE LISTED HERE

USE L/240 DEFLECTION CHART FOR ALL AREA UNLESS OTHERWISE NOTED.

S T U D G A G E N O T E S

M

IN

2'-6" MIN

M A

X

M

IN

SINK

CLEAR FLOOR

SPACE

M

IN

GREATER THAN 24" DEEP

2'-6" MIN 3'-0" IF ALCOVE

URINAL

CLEAR FLOOR SPACE

5' - 0"

F

L O

O R

M O

U N

T

W

A L

L H

U N

G

1'-6" MAX

1'-4" MIN

WATER CLOSET

CLEAR FLOOR SPACE

CLEARANCE AT WATER CLOSET CLEARANCE AT SINK CLEARANCE AT URINAL

MAX

1'-0" 3'-6"

1' -7

M

A X

T O

S E

A T

1' -5

M

IN

T O

O U

T

LE

T O

F D

IS

P

E N

S E

R

1' -3

M

IN

T

O

'-0

M A

X A

F F

3' -0

M

A X

T O

B A

R

2' -9

M

IN

9" MAX

7" MIN

GRAB BAR

1"

SANITARY NAPKIN DISPOSAL

AT WOMEN RESTROOM

GRAB BAR

3' -0

M

A X

T O

B A

R

2' -9

M

IN

1'-6" MAX

1'-4" MIN

SANITARY NAPKIN DISPOSAL

AT WOMEN RESTROOM

1 1/2"

3'-0" MIN

6" MAX

2'-0" MIN 1'-0" MIN.

3'-0" MAX

3' -5

M

A X

3' -3

M

IN

1'

-6

M

IN

3'-5" MAX

3'-3" MIN VERTICAL GRAB BAR

TOILET PAPER

DISPENSER

4'-6" MIN

3' -5

M

A X

3' -3

M

IN

1'

-6

M

IN

SIDE WALL REAR WALL

VERTICAL GRAB BAR

FLOOR CLEARANCE

5'-0"

MIN

1'-3"

C

LR

K N

E E

S P

A C

E

2' -3

M

IN

M A

X T

O R

IM

2' -1

0"

R E

F

LE

C T

E D

S U

R F

A C

E O

F M

IR

R

O R

3' -4

M

A X

T O

B O

MIRROR - VERIFY SIZE

WITH PLANS AND

ELEVATIONS

MIN

8" DEEP

T O

R

IM

2' -1

0" M

A X

2'-1" MAX

1'-5" MIN

9" M

IN

9" M

IN

SIDE VIEW FRONT VIEW

CLEARANCE

6" MAX TOE

1'-5" MIN

LAVATORY

PLUMBING LINES

WITHIN HATCHED

AREA REQUIRED

TO BE INSULATED

LINES OF REQUIRED

CLEARANCE

FINISH FLOOR

4'-0" MIN CLR

2' -5

M

IN

5"

2' -3

M

IN

CLEAR SPACE

ALLOWABLE FOR

ACCESSIBILITY

MIRROR

2' -5

M

IN

LINES OF REQUIRED

CLEARANCE

5"

POSTURE MIRROR GARMENT HOOK

SHOWER CURTAIN ROD

T O

B O

T T

O M

M

A X

SOAP DISH

SHOWER HEAD

M A

X A

F F

A

B O

V E

S

IN

K T

O B

/O R

E F

L S

U R

F A

C E

MIRROR TOILET PAPER

DISPENSER

M

A X

M

IN

SANITARY NAPKIN

DISPOSAL UNIT

BARIATRIC SHOWER SEAT

M

A X

M

IN

1. TYPICAL PARTITION TYPE IS WALL TYPE "1" UNLESS NOTED OTHERWISE ON PLAN.

2. BUILD PARTITIONS IN ACCORDANCE WITH PARTITION SCHEDULE AND DESIGN REFERENCED. REFERENCES ARE TO LATEST EDITION OF GYPSUM ASSOCIATION (GA) FIRE RESISTANCE DESIGN MANUAL, OR TO

UNDERWRITERS LABORATORY (UL) FIRE RESISTANCE DIRECTORY.

3. ALL WALLBOARD IS TO BE TYPE "X" UNLESS NOTED OTHERWISE.

4. PARTITION TYPES INDICATED ARE CONTINUOUS TO A CORNER OR AN INTERSECTING PARTITION, UNLESS INDICATED OTHERWISE. WHERE PARTITIONS OF DIFFERENT THICKNESSES MEET, MAINTAIN A FLUSH SURFACE ON THE SIDE WHERE FACES ARE STRAIGHT AND CONTINUOUS, UNLESS NOTED OTHERWISE.

5. METAL STUD GAUGES SCHEDULED ARE THE MINIMUM REQUIRED, AND MAY BE INCREASED BY

SPECIFICATIONS TO ACCOMMODATE LOADS, FINISHES, OR UNBRACED CEILING HEIGHT LIMITS. DO NOT

CONSIDER CEILING SYSTEM(S) AS A PARTITION BRACING ELEMENT.

6. SOUND ATTENUATION BATTS (SAB) ARE TO BE PLACED IN ALL PARTITIONS WHICH ENCLOSE A ROOM

UNLESS NOTED OTHERWISE.

7. WOOD AND PLYWOOD BLOCKING TO BE FIRE RETARDANT TREATED (FRT).

8. EDGES OF GYPSUM WALL BOARD (GWB) LEFT EXPOSED TO VIEW, OR ABUTTING DISSIMILAR MATERIAL, IS

TO BE FINISHED WITH METAL "L" BEAD TRIM AND COMPOUND UNLESS NOTED OTHERWISE.

9. PARTITION SCHEDULE IS BASED ON THE USE OF GYPSUM WALL BOARD (GWB), BUT FACING BOARD MAY VARY, DEPENDENT ON FINAL FINISH SCHEDULED FOR THAT PARTITION: USE CEMENTITIOUS BACKER BOARD (CBB) WHERE CERAMIC TILE SCHEDULED IN "WET" AREAS; USE MOISTURE RESISTANT BOARD (MR) WHERE CERAMIC TILE SCHEDULED IN "DRY" AREAS; USE GYPSUM LATH (BLUE BOARD) WHERE VENEER PLASTER IS SCHEDULED. SEE FINISH SCHEDULE AND SPECIFICATIONS FOR PARTICULARS. AT ALL

PLUMBING FIXTURES INSTALL 4X8 (MR) MOISTURE RESISTANT BOARD CENTERED ON FIXTURE.

10. ALL FIRE RATED WALL AND FLOOR PENETRATION MUST COMPLY WITH ASTM-E814

11. ALL DOOR OPENINGS SHALL BE 4" FROM A PERPENDICULAR PARTITION TO OUTSIDE FACE OF FRAME, UNLESS NOTED OR DETAILED OTHERWISE.

12. ALL PARTITIONS, INCL. STUDS, BOARD, SOUND ATTENUATION BLANKETS, ETC. TO EXTEND FROM TOP OF

FLOOR SLAB TO UNDERSIDE OF CONCRETE SLAB ABOVE UNLESS OTHERWISE NOTED.

13. CONTRACTOR IS TO CLOSE OFF ANY VOIDS LEFT AS A RESULT OF ANY REMOVALS AND NEW CONSTRUCTION, AS WELL AS INFILL ANY EXISTING VOIDS IN NEWLY DESIGNATED FIRE RATED PARTITIONS.

ALL PATCHES SHALL MATCH AND ALIGN WITH SURROUNDING MATERIALS AND SHALL BE IN ACCORDANCE

WITH NFPA CODE.

14. REFER TO NEW ARCHITECTURAL FLOOR PLANS FOR PARTITION TYPE DESIGNATIONS.

15. CONTRACTOR SHALL SEAL PARTITION WALLS AROUND ALL M.E.P. PENETRATIONS OR OPENINGS, RESULTING FROM M.E.P. INSTALLATIONS INCLUDING BUT NOT LIMITED TO THE SLAB, ABOVE AND BELOW

CEILINGS.

16. ALL NEW MASONRY WORK INCLUDING NEW PARTITIONS, INFILL AND PATCHING; MATCH EXISTING COURSING

AND TOOTH IN WITH EXISTING ADJ. CONSTRUCTION.

17. NO EXISTING FIREPROOFING IS TO BE REMOVED FROM EXISTING BUILDING STRUCTURE FOR ANY NEW

INSTALLATION FOR ANY REASON.

18. IN AREAS OF TOILET ROOMS AND OTHER PLUMBING FIXTURES SUCH AS MOP BASINS, SINKS, SHOWERS, TOILETS, ETC. A TYPE 'X' MOISTURE RESISTANT GYPSUM WALLBOARD SHALL BE USED FOR THE WALL CONSTRUCTION. WHERE CERAMIC TILE IS SCHEDULED; CEMENTITIOUS BOARD SHALL BE USED FOR THE

WALL CONSTRUCTION.

19. UNLESS NOTED, THE CONNECTION AT THE TOP OF THE PARTITION TO THE STRUCTURE ABOVE MUST ALLOW FOR 1" MINIMUM VERTICAL MOVEMENT, EITHER UP OR DOWN. AT FIRE RATED METAL STUD PARTITIONS, THE TOP CONNECTION MUST BE A FIRE STOP CONNECTION THAT ALLOWS 1" MINIMUM VERTICAL MOVEMENT, EITHER UP OR DOWN. HOLD GYPSUM WALL BOARD AND STEEL STUDS 1" FROM THE BOTTOM OF THE STRUCTURE ABOVE. DO NOT SCREW-ATTACH STEEL VERTICAL STUDS OR GYPSUM WALL

BOARD TO THE TOP TRACK. INSTALL BRIDGING 12" MINIMUM FROM THE TOP OF THE STUDS.

P A R T I T I O N N O T E S

C1

10'-0"AFF

A101

SIM

A101

SIM

A101

SIM

A101

SIM

A B B R E V I A T I O N S

LEVEL NAME W/ ELEVATION

GRID HEAD

CALL OUT HEAD W/ SHEET NUMBER

ROOM NAME W/ ROOM NUMBER, AREA

BUILDING SECTION NUMBER W/ SHEET NUMBER

WALL SECTION NUMBER W/ SHEET NUMBER

DOOR NUMBER

WALL TAG

KEYNOTE

VIEW NAME WITH SCALE

REVISION TAG

CEILING TAG WITH HEIGHT

DETAIL SECTION NUMBER W/ SHEET NUMBER

NORTH ARROW

A.D.

A.C.T.

ACOUS.

A/C

A.C.P.

A.B.

AREA DRAIN

ACOUSTICAL CEILING TILE

ACOUSTIC

AIR CONDITIONING

ASPHALT CONCRETE

ANCHOR BOLT

PAVING

POUND OR NUMBER

PROPERTY LINE

FLOOR LINE

ANGLE

DIAMETER

CENTERLINE

AT

AND

BD.

APPROX.

ARCH.

ASPH.

ALT.

AL.

AGG.

BLDG.

BLK.

BLKG.

BM.

BRG.

BRK.

BOT.

BITUM.

CEM.

C.B.

CARP.

CAB.

B.U.R.

BTWN.

CLKG.

CLG.J.

CLG.

C.J.

CIR.

C.I.

CER.T.

CER.

BRZ.

COMB.

COL.

C.O.

CNTR.

CMU

CLS.

CLR.

C.W.

CTR.

CONV.O.

CONT.

CONST.

CONN.

CONC.

COMP.

DF.

D.F.

DIAG.

DIA.

DIM.

DISP.

DET.

DN.

D.O.

DR.

D.S.

D.T.

D.W.

DWR.

DIV.

CLO.

DOUGLAS FIR

DRINKING FOUNTAIN

DIAMETER

DIAGONAL

DIMENSION

DISPOSAL

DIVISION

DOWN

DOOR OPENING

DOOR

DOWN SPOUT

DRAIN TILE

DISHWASHER

DRAWER

DETAIL

COLD WATER

CENTER

CONVECTION OVEN

CONTINUOUS

CONSTRUCTION

CONNECTION

CONCRETE

COMPOSITION

BENCH MARK or BEAM

BOARD

BITUMINOUS

BUILDING

BLOCK

BLOCKING

APPROXIMATE

ARCHITECT

ASPHALT

CONCRETE MASONRY

COMBINATION

COLUMN

CLEAN OUT

COUNTER

CLOSURE

CLEAR

CLOSET

CAULKING

CEILING JOIST

UNIT

CEILING

BRICK

BEARING

CONSTRUCTION JOINT

CIRCLE

CAST IRON

CERAMIC TILE

CERAMIC

CEMENT

CATCH BASIN

CARPET

CABINET

BUILT-UP ROOFING

BETWEEN

BRONZE

BOTTOM

ALTERNATE

ALUMINUM

AGGREGATE

EA.

E.E.

E.F.

E.J.

ELEC.

ELEV.

E.N.

EXISTING

EACH

EACH END

EXHAUST FAN

EXPANSION JOINT

ELECTRICAL

ELEVATION

EDGE NAIL

(E)

ADJUSTABLEADJ.

LP

LC

LF

Ø

ABOVE FINISH FLOORAFF

CONTRACTOR FURNISH/

OWNER INSTALL

C.F.O.I.

C.F.C.I. CONTRACTOR FURNISH/

CONTRACTOR INSTALL

E.C. ELECTRICAL CONTRACTOR

C.HK. COAT HOOK

C.B.B. CEMENTITIOUS BACKER

BOARD

A.C.M. ASBESTOS CONTAINING

MATERIALS CW. CURTAINWALL

DWG(S). DRAWING(S)

FACE OF BUILDINGF.O.B.

FIXTURE

FACE OF CONCRETE

FLOOR

FLOOR JOIST

FLOOR LINE

FLASHING

FACE NAIL

GAUGE

FOOTING

FUTURE

FACE OF STUD

FIRE RETARDANT

TREATED WOOD

FACE OF MASONRY

FACE OF FINISH

F.O.S.

F.R.T.W.

FTG.

FUT.

GA.

FIXT.

F.J.

F.L.

FLASH.

FLR.

F.N.

F.O.C.

F.O.F.

F.O.M.

BEAM

GLASS

GLUE LAMINATED

GALVANIZED IRON

GRATE ELEVATION

GRAB BAR

GARBAGE DISPOSAL

GRADE

HOSE BIB

SHEET METAL

GYPSUM BOARD

HANDICAPPED

GALVANIZED

GROUND

HC.

GYP.BD.

H.B.

G.B.

G.D.

G.S.M.

GR.

GND.

GLB.

GL.

G.I.

G.E.

HEIGHT

HOUR

HEATING

HIGH POINT

HORIZONTAL

HOLLOW METAL

HARDWARE

HARDWOOD

INTERIOR

INVERT

HOT WATER

INSULATION

INSIDE DIAMETER

& AIR CONDITIONING

HEATING, VENTILATION

H.W.

INV.

INT.

INSUL.

I.D.

HDWE.

HDWD.

H.V.A.C.

HTG.

HR.

H.P.

HORIZ.

H.M.

HGT.

HDR. HEADER

JOIST

JANITOR

KITCHEN

JOINT

LABORATORY

JOIST HANGER

LAG BOLT

LAVATORY

LAMINATE

J.H.

JAN.

L.B.

LAV.

LAM.

LAB.

KIT.

JT.

JST.

EQUIV.

E.S.

E.W.

EXP.

EXP.B.

EXPO.

EXT.

F.

ENCL.

F.B.

F.BD.

F.BELL

F.B.O.

F.D.

FDN.

FE

FH.M.S.

F.HORN

F.F.

F.G.

FGL.

F.H.

F.E.C.

F.A.

FH.W.S.

FIN.

F.H.S.

ENCLOSURE

EQUIVALENT

EACH SIDE

EACH WAY

EXPANSION

EXPANSION BOLT

EXPOSURE

EXTERIOR

FLAT HEAD MACHINE

SCREW

SCREW

FIRE HORN

FIRE HOSE STATION

FLAT HEAD WOOD

FINISH

FLOOR DRAIN

FOUNDATION

FIRE EXTINGUISHER

FIRE EXTINGUISHER

FINISH FLOOR

FINISH GRADE

FIBERGLASS

FIRE HYDRANT

CABINET

FIRE ALARM

FACE BRICK

FIREBOARD

FIRE BELL

FURNISHED BY OTHERS

FACE

GALV. GALVANIZED

HOLLOW STRUC. STL.H.S.S.

FLUORESCENTFLOUR.

GENERAL CONTRACTORG.C.

E.W.C. ELECTRIC WATER CLOSET

FIRE VALVE CABINETF.V.C.

FOOD SERVICE EQUIPMENT

CONTRACTOR

F.S.E.C.

H.V.A.C. CONTRACTORH.C.

FIRE SUPPRESSION

CONTRACTOR

F.S.C.

PLASTIC LAMINATEP.LAM.

O.H.W.S.

SCREW

OVAL HEAD WOOD

APPROVAL)

PAPER TOWEL DISPENSER

PAPER TOWEL

PARTITION

DOUGLAS FIR

PRESSURE TREATED

REFLECTED CEILING

RADIUS

RUBBER BASE

QUARRY TILE

POLYVINYL-CHLORIDE

RECEPTACLE

R.C.P.

Q.T.

RAD.

R.B.

P.T.D.

PTN.

P.T.R.

P.V.C.

P.T.D.F.

REDWOOD

REFERENCE

REINFORCING

ROOF HATCH

ROUND HEAD METAL

RESILIENT

REFRIGERATOR

ROOF DRAIN

SCREW

ROOM

RAIN WATER LEADER

ROUGH OPENING

ROUND HEAD WOOD

SCREW

RDWD.

R.H.W.S.

R.W.L.

R.O.

RM.

R.H.M.S.

R.H.

RESIL.

REINF.

REFR.

REF.

R.D.

LIGHT

MATERIAL

LOW POINT

LIVE LOAD

LEFT HAND

MAT.

LT.

L.P.

L.L.

L.H.

MANHOLE

MINIMUM

MEDIUM

MANUFACTURER

MEMBRANE

MECHANICAL

MEDICINE CABINET

MACHINE BOLT

METAL

MASONRY OPENING

METAL THRESHOLD

MISCELLANEOUS

MODULAR

MOISTURE RESISTANT

MIRROR

M.C.

M.B.

MIN.

MH.

MFG.

MEMB.

MED.

MECH.

MIR.

MISC.

M.O.

MOD.

M.R.

M.T.

MTL.

MAX. MAXIMUM

NORTH

NATURAL

OVER

NUMBER

NOMINAL

NOT TO SCALE

NOT IN CONTRACT

OBSCURE

OUTSIDE DIAMETER

STUD

OFFICE

OUTSIDE FACE OF

ON CENTER

OVERFLOW

OVERALL

N.T.S.

O/ O.A.

OBS.

O.C.

O.D.

O.F.

OFF.

O.F.S.

(NOT PART OF OSA

N.

NAT.

N.I.C.

NO.

NOM.

PAINT

PLATE

PERFORATED

FOOT

POUNDS PER CUBIC

PANEL EDGE NAILING

PRESSED METAL

PAIR

FRAME

FOOT

POUNDS PER LINEAR

PLYWOOD

POUNDS PER SQUARE

PROPERTY

PLASTER

P.

P.C.F.

P.E.N.

PERF.

PL.

PLAS.

P.L.F.

PLYWD.

P.M.F.

PR.

P.S.F.

PROP.

OPP. OPPOSITE

POINT

PULL STATION

POUNDS PER SQUARE

INCH

P.STA.

PT.

P.S.I.

FOOT

(N) NEW

PLAN

REQUIREDREQD.

NON-COMBUSTIBLENON/COM

PLUMBING CONTRACTORP.C.

MECHANICAL, ELECTRICAL,

PLUMBING

M.E.P.

FRAMED MIRRORMR.

ROBE HOOKR.HK.

MOP HOLDERMP.H.

MOUNTEDMTD.

PAINTEDPTD.

TONGUE AND GROOVE

DRAWINGS

SOUTH

SEE CIVIL DRAWINGS

STORM DRAIN

SOLID CORE WOOD DOOR

DRAWINGS

SHEET

SIMILAR

SLIDING

SHEATHING

SHOWER

SECTION

SEALANT

SEE ELECTRICAL

SOLID BLOCKING

SOAP DISPENSER

SEE ARCHITECTURAL

S.E.D.

SHR.

SHT.

SIM.

SL.

SHTG.

S.BLKG.

S.A.D.

S.

SECT.

SEAL.

S.DISP.

S.D.

S.C.D.

SCWD

SQUARE

DRAWINGS

SPECIFICATION

SOUNDPROOF

DRAWINGS

STATION

STEEL

STORAGE

STANDARD

SUSPENDED

STRUCTURAL

DRAWINGS

STAINLESS STEEL

SEE MECHANICAL

SANITARY SEWER

SEE STRUCTURAL

SQUARE FOOT (FEET)

THICK

TEMPERED

TELEPHONE

TERRAZZO

TACKBOARD

TOP OF CURB

TRANSOM

TOP OF PLATE

TOP OF WALL

TOILET PAPER DISPENSER

TOE NAIL

TOOL JOINT

TOP OF PAVEMENT

TOP AND BOTTOM

T.O.C.

T.O.P.

T.O.PL.

T.O.W.

T.P.D.

TRN.

S.M.D.

SPEC.

S.P.

SQ.

S.S.D.

S. STL.

STO.

STL.

STD.

STA.

S.S.

SQ. FT.

T.B.

T&B.

TEL.

TEMP.

TER.

T&G.

SUSP.

T.J.

T.N.

THK.

STRUC.

S.L.D. SEE LANDSCAPE

TYPICAL

UNLESS NOTED OTHERWISE

URINAL

UNFINISHED

TELEVISION

VENT TO ROOF

VERTICAL

VESTIBULE

VERIFY IN FIELD

VINYL TILE

VINYL COMPOSITION

TILE

VERTICAL GRAIN

WEST

WITH

WINDOW

WOOD

WATER CLOSET

VINYL WALL COVERING

WITHOUT

WEIGHT

YARD

WATER PROOF

WATER HEATER

WATER COOLER

WELDED WIRE FABRIC

WATER RESISTANT

W/O

W.W.F.

W.P.

W.R.

WT.

YD.

T.V.

TYP.

UNF.

U.N.O.

V.C.T.

VERT.

VEST.

V.G.

V.I.F.

UR.

V.W.C.

W.

W/

W.C.

V.T.R.

W.F.

W.H

WDW.

WD.

V.T.

T.S. TUBE STEEL

SELF ADHERED SHEET

MEMBRANE

S.A.S.M.

SELF ADHERED FLEXIBLE

FLASHING

S.A.F.F.

WITHINW/IN

UNDERSIDEU/S

SANITARY NAPKIN

DISPOSAL

S.N.D.

T.S.C.D. TOILET SEAT COVER

DISPENSER

SANITARY NAPKIN

DISPENSER

S.N.V.

TOP OF SEATT.O.S.

SOUND ATTENUATION

BATT

S.A.B.

Name

Elevation

1 View Name

1/8" = 1'-0"A101

ROOM NAME

150 SF

S Y M B O L S

V.A. FURNISHED / CONTRACTOR

INSTALLED

(VC)

V.A. FURNISHED AND INSTALLED(VV)

TYPE 1 (U.N.O.)

ONE LAYER OF 5/8" GYPSUM

WALLBOARD ON EACH SIDE OF

3-5/8" 20 GA. METAL STUDS @ 16"

O.C. WITH 3" SOUND ATTENUATION

BLANKETS IN STUD SPACE. EXTEND

STUDS, BOARD, AND BLANKETS

FULL HEIGHT TO DECK ABOVE.

ATTACH TO STRUCTURE ABOVE W/

VERTICAL SLIP CONNECTIONS. SEE

PARTITION NOTES THIS DWG.

TYPE 2

ONE LAYER OF 5/8" GYPSUM

WALLBOARD ON ROOM SIDE OF 3-5/8"

20 GA. METAL STUDS @ 16" O.C. WITH

3" SOUND ATTENUATION BLANKET IN

STUD SPACE. EXTEND STUDS,

BOARD AND SOUND BLANKETS FULL

HEIGHT TO DECK ABOVE. ATTACH TO

STRUCTURE ABOVE W/ VERTICAL

SLIP CONNECTIONS. SEE PARTITION

NOTES THIS DWG.

DEFLECTION HEAD

3 5/8" MTL STUD @ 16" 0.C.

5/8" TYPE X GYPSUM

BOARD, BOTH SIDES

5/8" TYPE X GYPSUM

BOARD, ONE SIDE

3" SOUND ATTENUATION

BLANKETS

1 2

M A

X

M A

X

13 1/2" MAX

M A

X

M A

X

13 1/2" MAX

ACCESSABLE URINAL CLEARANCE STANDARD URINAL CLEARANCE

FLUSH CONTROLS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

FFE INC

110 Boggs Lane, Suite 170

Springdale, OH 45246

513-522-0956

C U s e rs

\c ra ig \D o c u m e n ts \F t T h o m a s c ra ig .l ie g ib e l@ ff e

-s e rv .c o m

.r v t

/2

/2

:3

:2

P

M

GI002

WALL TYPES AND NOTES CORRECT FCA DEFICIENCIES -

FTD INTERIOR DEFICIENCIES

FT THOMAS, KY 41075

539-20-211

BUILDING 64

05/01/20 Checker Author

1/4" = 1'-0"

TYP. CLEAR FLOOR SPACES AT ACCESSIBLE FIXTURES

1/2" = 1'-0"

TYP. ACCESSIBLE WATER CLOSET CLEARANCE

1/2" = 1'-0"

TYP. ACCESSIBLE LAVATORY CLEARANCE

1/2" = 1'-0"

RESTROOM FIXTURES AND ACCESSORIES

1/2" = 1'-0"

URINAL CLEARANCE

KITCHEN

MECHANICAL

004C

COOLER

COOLER

FREEZER

010A

COOLER

DINING ROOM

MENS

LOCKER

025A

MENS RR

WOMENS

LOCKER

PHYS.

THERAPY

ENGINEERING

STORAGE

BOILER

ROOM

AD111

SOILED

LINEN

018D

H.W. TANK

007A

21 1

3 3

MENS

RESTROOM

MENS

SHOWER

156A

SOCIAL

WORK

SERVICE

PATIENT

TOILET

SHOWER

ROOM

108A

DAY ROOM &

LOUNGE

LIBRARY

LOBBY

WEIGHT

ROOM

RECEIVING

106G

OXYGEN

STORAGE

106D

AD112

AD112

GAS

STORAGE

029D

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

FFE INC

110 Boggs Lane, Suite 170

Springdale, OH 45246

513-522-0956

C U s e rs

\c ra ig \D o c u m e n ts \F t T h o m a s c ra ig .l ie g ib e l@ ff e

-s e rv .c o m

.r v t

/2

/2

:3

:5

P

M

AD101

OVERALL DEMOLITION PLANS CORRECT FCA DEFICIENCIES -

FTD INTERIOR DEFICIENCIES

FT THOMAS, KY 41075

539-20-211

BUILDING 64

05/01/20 PQ Author

1/16" = 1'-0"

BASEMENT OVERALL DEMOLITION

1/16" = 1'-0"

FIRST FLOOR OVERALL DEMOLITION

1 REMOVE EXISTING COOLER AND ALL ASSOCIATED EQUIPMENT.

2 REMOVE EXISTING FREEZER AND ALL ASSOCIATED EQUIPMENT.

3 SEE NEW WORK PLANS FOR NEW BACKFLOW PREVENTER TO BE

INSTALLED IN THIS ROOM.

D E M O L I T I O N N O T E S

G E N E R A L N O T E S

A. REFER TO GI000 FOR GENREAL NOTES AND PHASING NOTES.

MENS

LOCKER

025A

MENS RR

WOMENS

LOCKER

CORRIDOR

C*B*3

EMPLOYEE

BREAK ROOM

TOILET

CORRIDOR

C*B*2

CANTEEN

REC. TEMP

HAC

024 1

TYP.

8 9 10

TYP.

8 9 10

8 9

13 TYP.

13TYP

TYP.

TYP.

15 TYP.

A. ALL WALL HUNG FIXTURES AND ACCESSORIES ARE TO BE REMOVED

UNLESS NOTED OTHERWISE.

G E N E R A L N O T E S

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

FFE INC

110 Boggs Lane, Suite 170

Springdale, OH 45246

513-522-0956

C U s e rs

\c ra ig \D o c u m e n ts \F t T h o m a s c ra ig .l ie g ib e l@ ff e

-s e rv .c o m

.r v t

/2

/2

:3

:5

P

M

AD111

ENLARGED BASEMENT

DEMOLITION PLAN

CORRECT FCA DEFICIENCIES -

FTD INTERIOR DEFICIENCIES

FT THOMAS, KY 41075

539-20-211

BUILDING 64

05/01/20 PQ Author

1/4" = 1'-0"

BASEMENT ENLARGED DEMOLITION

1 REMOVE EXISTING DOOR, FRAME, AND ASSOCIATED HARDWARE SHOWN AS

DASHED.

2 REMOVE EXISTING LOCKER SHOWN AS DASHED.

3 REMOVE EXISTING TOILET PARTITIONS SHOWN AS DASHED AND ALL

ATTACHED ACCESSORIES.

4 REMOVE EXISTING LAVATORIES SHOWN AS DASHED. STORE FOR REUSE IN

NEW WORK. SEE PLUMBING DRAWINGS.

5 REMOVE EXISTING URINAL SHOWN AS DASHED AND ASSOCIATED GRAB

BARS. SEE PLUMBING DRAWINGS.

6 REMOVE EXISTING FLOOR MOUNTED WATER CLOSET SHOWN AS DASHED.

SEE PLUMBING DRAWINGS.

7 EXISTING MIRROR TO REMAIN

8 REMOVE EXISTING FLOOR FINISH IN THIS ROOM. PREPARE SURFACE FOR

NEW FLOOR FINISH. SEE NEW WORK DRAWINGS.

9 REMOVE EXISTING CEILING TILE AND GRID IN THIS ROOM. SEE NEW WORK

DRAWINGS.

10 REMOVE EXISTING WALL TILE IN THIS ROOM. PREPARE TO RECEIVE NEW

WALL FINISH -- SEE NEW WORK DRAWINGS.

11 NO WORK IN THIS AREA.

12 EXISTING LOCKERS TO REMAIN.

13 REMOVE EXISTING MIRROR AT LAVATORY

14 EXISTING MECHANICAL EQUIPMENT TO REMAIN.

15 REMOVE EXISTING GRAB BAR.

16 REMOVE EXISTING DOOR AND ASSOCIATED HARDWARE

D E M O L I T I O N N O T E S

RESTROOM

MENS

SHOWER

156A

KITCHENETTE

ELEVATOR

LOBBY

148A

2 BEDROOM

CORRIDOR

C*1*7

6 7

6 7

1 1 1

TYP.

8 11

TYP.

TYP.

TYP.

TYP.

TYP.

PATIENT

TOILET

SHOWER

ROOM

108A

SUPPLY

106B

AAMS

106A

PHARMACY

CORRIDOR

C*1*2

TYP. 5

TYP.

TYP.

TYP.

11 TYP.

TYP.

TYP.

TYP.

18 TYP.

TYP.

A. ALL WALL HUNG FIXTURES AND ACCESSORIES ARE TO BE REMOVED

UNLESS NOTED OTHERWISE.

G E N E R A L N O T E S

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

FFE INC

110 Boggs Lane, Suite 170

Springdale, OH 45246

513-522-0956

C U s e rs

\c ra ig \D o c u m e n ts \F t T h o m a s c ra ig .l ie g ib e l@ ff e

-s e rv .c o m

.r v t

/2

/2

:3

:5

P

M

AD112

ENLARGED FIRST FLOOR

DEMOLITION PLANS

CORRECT FCA DEFICIENCIES -

FTD INTERIOR DEFICIENCIES

FT THOMAS, KY 41075

539-20-211

BUILDING 64

05/01/20 PQ Author

1/4" = 1'-0"

ENLARGED DEMOLITION PLAN - RM 156

1/4" = 1'-0"

ENLARGED DEMOLITION PLAN - RM 108

1 REMOVE EXISTING LAVATORIES SHOWN AS DASHED. STORE FOR REUSE IN

NEW WORK. SEE PLUMBING DRAWINGS.

2 REMOVE EXISTING URINAL SHOWN AS DASHED AND ASSOCIATED GRAB

BARS. SEE PLUMBING DRAWINGS.

3 REMOVE EXISTING FLOOR MOUNTED WATER CLOSET SHOWN AS DASHED.

SEE PLUMBING DRAWINGS.

4 REMOVE EXISTING TOILET PARTITIONS SHOWN AS DASHED AND ALL

ATTACHED ACCESSORIES.

5 REMOVE EXISTING WALL SHOWN AS DASHED - CAP ALL PLUMBING

APPURTENANCES TO BE COORDINATED WITH NEW WORK LOCATIONS.

6 REMOVE EXISTING WALL TILE IN THIS ROOM. PREPARE TO RECEIVE NEW

WALL FINISH -- SEE NEW WORK DRAWINGS.

7 REMOVE EXISTING CEILING TILE AND GRID IN THIS ROOM. SEE NEW WORK

DRAWINGS.

8 REMOVE ONE SIDE OF EXISTING PLUMBING WALL SHOWN AS DASHED - SEE

PLUMBING DRAWINGS FOR EXTENT OF REPLACED PIPING AND COORDINATE

WITH NEW WORK DRAWINGS.

9 REMOVE EXISTING WALL MOUNTED WATER CLOSET SHOWN AS DASHED.

SEE PLUMBING DRAWINGS.

10 REMOVE EXISTING WALL MOUNTED BENCH AND COAT RACK SHOWN AS

DASHED.

11 REMOVE EXISTING GRAB BAR.

12 REMOVE EXISTING DOOR, FRAME, AND ASSOCIATED HARDWARE SHOWN AS

DASHED.

13 REMOVE EXISTING SHOWER ROD AND CURTAIN.

14 REMOVE EXISTING WALL-MOUNTED METAL CABINET SHOWN AS DASHED.

15 EXISTING RECESSED PAPER TOWEL DISPENSER/DISPOSAL TO REMAIN.

16 REMOVE EXISTING RECESSED WASTE RECEPTACLE SHOWN AS DASHED.

17 REMOVE EXISTING MIRROR AT LAVATORY

18 REMOVE WALL MOUNTED SOAP DISPENSER

19 REMOVE EXISTING FLOOR TILE IN THIS ROOM - PREPARE TO RECEIVE NEW

FLOOR FINISH - SEE NEW WORK DRAWINGS

20 EXISTING FLOOR DRAIN TO REMAIN - SEE PLUMBING AND NEW WORK

DRAWINGS

D E M O L I T I O N N O T E S

TYP.

KITCHEN

COOLER

COOLER

FREEZER

010A

COOLER

DINING ROOM

FITNESS

CENTER

027A

MENS

LOCKER

025A

MENS RR

WOMENS

LOCKER

OCC.

THEREAPY

PHYS.

THERAPY

ELECT.

SUPPLY

ELECT.

SUPPLY

030A

ENGINEERING

STORAGE

BOILER

ROOM

AE111

H.W. TANK

007A

SOILED

LINEN

018D

MECHANICAL

004C

6 6

MENS

RESTROOM

MENS

SHOWER

156A

PATIENT

TOILET

SHOWER

ROOM

108A

DAY ROOM &

LOUNGE

LOBBY

WEIGHT

ROOM

RECEIVING

106G

OXYGEN

STORAGE

106D

AE112

AE112

GAS

STORAGE

029D

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

FFE INC

110 Boggs Lane, Suite 170

Springdale, OH 45246

513-522-0956

C U s e rs

\c ra ig \D o c u m e n ts \F t T h o m a s c ra ig .l ie g ib e l@ ff e

-s e rv .c o m

.r v t

/2

/2

:3

:0

P

M

AE101

OVERALL NEW WORK PLANS CORRECT FCA DEFICIENCIES -

FTD INTERIOR DEFICIENCIES

FT THOMAS, KY 41075

539-20-211

BUILDING 64

05/01/20 PQ Author

1/16" = 1'-0"

BASEMENT OVERALL NEW WORK

1/16" = 1'-0"

FIRST FLOOR OVERALL NEW WORK

1 PROVIDE NEW INSULATED WALK-IN COOLER IN THIS ROOM. SEE MECHANICAL

DRAWINGS.

2 PROVIDE NEW INSULATED WALK-IN FREEZER IN THIS ROOM. SEE MECHANICAL

DRAWINGS.

3 PROVIDE NEW BACKFLOW PREVENTER AT WATER ENTRANCE IN THIS ROOM. SEE

PLUMBING DRAWINGS.

4 SEE MECHANICAL DRAWINGS FOR COOLER/FREEZER CONDENSER UNITS -

PROVIDE LANDSCAPE SCREENING TO BE PROVIDED BY VA.

5 THIS ROOM IS DESIGNATED AS CONSTRUCTION LAYDOWN AREA. EXISTING

STORAGE WILL BE RELOCATED BY THE VA PRIOR TO CONSTRUCTION

6 PREPARE FLOOR TO BE LEVEL PER COOLER AND FREEZER MANUFACTURER'S

REQUIREMENTS.

D R A W I N G N O T E S

G E N E R A L N O T E S

A. REFER TO GI000 FOR GENREAL NOTES AND PHASING NOTES.

CORRIDOR

C*B*2

TOILET

022 CORRIDOR

C*B*3

CANTEEN

REC. TEMP

WOMENS

LOCKER

MENS RR

HAC

MENS

LOCKER

025A

EMPLOYEE

BREAK ROOM

/2

/8

4' - 4"

5' - 0"

3' - 10"

/2

4' - 0"

4' - 8" +/-

10 TYP. AT WC

M

IN

/8

4' - 0"

TYP

TYP

/4

3' - 8"

/2

14 14

TYP

10 1/2"7' - 11" 9' - 3 1/2" +/- 6' - 6"

18 18

8"3' - 4"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

FFE INC

110 Boggs Lane, Suite 170

Springdale, OH 45246

513-522-0956

C U s e rs

\c ra ig \D o c u m e n ts \F t T h o m a s c ra ig .l ie g ib e l@ ff e

-s e rv .c o m

.r v t

/2

/2

:3

:0

P

M

AE111

ENLARGED BASEMENT PLANS CORRECT FCA DEFICIENCIES -

FTD INTERIOR DEFICIENCIES

FT THOMAS, KY 41075

539-20-211

BUILDING 64

05/01/20 PQ Author

1/4" = 1'-0"

ENLARGED FLOOR PLAN - BASEMENT

1 WALL HUNG LAVATORY - REUSED AND RELOCATED FROM EXISTING WORK.

SEE PLUMBING DRAWINGS.

2 FOLD DOWN BARIATRIC SHOWER SEAT.

3 ACCESSIBLE TRANSFER SHOWER. SLOPE FLOOR TO DRAIN. SEE

PLUMBING DRAWINGS.

4 WALL MOUNTED STANDARD URINAL - SEE PLUMBING DRAWING

5 42" GRAB BAR.

6 NEW FLOORING, CEILING, AND WALL FINISH IN THIS ROOM - SEE ROOM

FINISH SCHEDULE.

7 36" GRAB BAR.

8 STAINLESS STEEL TOILET PARTITION - FLOOR MOUNTED - CONTINUOUS

PIANO HINGE

9 STAINLESS STEEL URINAL SCREEN - 18" X 42" - WALL MOUNTED WITH

CONTINUOUS STAINLESS STEEL PIANO HINGE

10 TOILET PAPER DISPENSER. (VC)

11 NEW DOUBLE PRONG ROBE HOOK.

12 SANITARY NAPKIN DISPOSAL UNIT. (VC)

13 NEW WALL-MOUNTED ACCESSIBLE WATER CLOSET. SEE PLUMBING

DRAWINGS.

14 SOAP DISPENSER. (VC)

15 PAPER TOWEL DISPENSER - SURFACE MOUNTED (VC)

16 MIRROR - 24W" X 36"H - INSTALL SO BOTTOM OF REFLECTIVE SURFACE IS

AT 3'-4" A.F.F.

17 EXISTING COLUMN TO REMAIN. BYPASS STRUCTURAL COLUMN WITH NEW

ADJACENT PLUMBING WALLS.

18 WASTE RECEPTACLE (VV)

19 NEW SHOWER CURTAIN ROD.

20 NEW SHOWER HEAD AND CONTROLS - SEE PLUMBING DRAWINGS.

21 WALL-MOUNTED ACCESSIBLE URINAL. SEE PLUMBING DRAWINGS.

D R A W I N G N O T E S

G E N E R A L N O T E S

A. REFER TO GI000 FOR GENREAL NOTES AND PHASING NOTES.

B. USE MOISTURE RESISTANT GYPSUM BOARD AT ALL RESTROOMS AND

LOCKER ROOMS NOT TO RECEIVE TILE BACKER BOARD.

C. ALL ITEMS ARE (CC) UNLESS NOTED OTHERWISE

P R O C U R M E N T L E G E N D

(CC) = CONTRACTOR FURNISHED/ CONTRACTOR INSTALLED

(VV) = VA FURNISHED/VA INSTALLED

(VC) = VA FURNISHED/CONTRACTOR INSTALLED

SHOWER

ROOM

108APATIENT

TOILET

CORRIDOR

C*1*2

PHARMACY

AAMS

106A

SUPPLY

106B

EQ EQ 5'-0" CLR.

V.I.F.

12' - 10" +/-

7 8

10 10

TYP.

TYP.

TYP.

TYP. AT WC

TYP

TYP

TYP

TYP

1 1

AE601

6' - 0"

MENS

RESTROOM

MENS

SHOWER

156A

CORRIDOR

C*1*7

KITCHENETTE

2 BEDROOM

TOILET

158A

3' - 0" 2' - 9"

1' - 6" 2' - 6" 2' - 6"

1' - 6"

5' - 6"

5' - 6" 1" 3' - 0" 1" 2' - 8"

1"

2' - 8"

5 5 5

TYP.

TYP.

/4

/8

/8

4' - 0"

17 4

TYP

TYP.

10"

TYP. AT WC

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

FFE INC

110 Boggs Lane, Suite 170

Springdale, OH 45246

513-522-0956

C U s e rs

\c ra ig \D o c u m e n ts \F t T h o m a s c ra ig .l ie g ib e l@ ff e

-s e rv .c o m

.r v t

/2

/2

:3

:0

P

M

AE112

ENLARGED FIRST FLOOR PLANS CORRECT FCA DEFICIENCIES -

FTD INTERIOR DEFICIENCIES

FT THOMAS, KY 41075

539-20-211

BUILDING 64

05/01/20 PQ PRQ

1/4" = 1'-0"

ENLARGED FLOOR PLAN - RM 108

1/4" = 1'-0"

ENLARGED FLOOR PLAN - RM 156

1 FLOOR-MOUNTED ACCESSIBLE WATER CLOSET. SEE PLUMBING

DRAWINGS.

2 WALL MOUNTED STANDARD URINAL - SEE PLUMBING DRAWING

3 WALL-MOUNTED ACCESSIBLE URINAL. SEE PLUMBING DRAWINGS.

4 STAINLESS STEEL URINAL SCREEN - 18" X 42" - WALL MOUNTED WITH

CONTINUOUS STAINLESS STEEL PIANO HINGE

5 WALL HUNG LAVATORY - REUSED AND RELOCATED FROM EXISTING WORK.

SEE PLUMBING DRAWINGS.

6 36" ANTI-LIGATURE GRAB BAR.

7 48" ANTI-LIGATURE GRAB BAR.

8 FOLD DOWN BARIATRIC SHOWER SEAT.

9 42" ANTI-LIGATURE GRAB BAR.

10 NEW ANTI-LIGATURE SHOWER CURTAIN ROD.

11 NEW FLOORING, CEILING, AND WALL FINISH IN THIS ROOM - SEE ROOM

FINISH SCHEDULE.

12 NEW ANTI-LIGATURE DOUBLE PRONG ROBE HOOK.

13 ACCESSIBLE ROLL-IN SHOWER. SLOPE FLOOR TO DRAIN. PROVIDE

WATER STOP ALONG OPEN END OF SHOWER. SEE PLUMBING DRAWINGS.

14 ACCESSIBLE TRANSFER SHOWER. SLOPE FLOOR TO DRAIN. SEE

PLUMBING DRAWINGS.

15 RECESSED HOSE BIBB AT 18" AFF. SEE PLUMBING DRAWINGS.

16 18" ANTI-LIGATURE VERTICAL GRAB BAR.

17 STAINLESS STEEL TOILET PARTITION - FLOOR MOUNTED - CONTINUOUS

PIANO HINGE

18 TOILET PAPER DISPENSER. (VC)

19 MIRROR - 24W" X 36"H - INSTALL SO BOTTOM OF REFLECTIVE SURFACE IS

AT 3'-4" A.F.F.

20 SOAP DISPENSER. (VC)

21 PAPER TOWEL DISPENSER - SURFACE MOUNTED (VC)

22 NEW ANTI-LIGATURE SHOWER HEAD AND CONTROLS - SEE PLUMBING

DRAWINGS.

23 INFILL PORTION OF WALL AT REMOVED TRASH RECEPTACLE

24 WASTE RECEPTACLE (VV)

25 NEW FLOOR-MOUNTED BARIATRIC WATER CLOSET - SEE PLUMBING

DRAWINGS.

26 CEILING MOUNTED CURTAIN TRACK AND CURTAIN

D R A W I N G N O T E S

G E N E R A L N O T E S

A. REFER TO GI000 FOR GENREAL NOTES AND PHASING NOTES.

B. USE MOISTURE RESISTANT GYPSUM BOARD AT ALL RESTROOMS AND

LOCKER ROOMS NOT TO RECEIVE TILE BACKER BOARD.

C. ALL ITEMS ARE (CC) UNLESS NOTED OTHERWISE

D. AT ALL SHOWER LOCATIONS, SLOPE NEW TILE FLOORING TO EXISTING

DRAINS AT MIN. 1/4" PER FOOT.

E. SEE SHEET AE601 FOR TYPICAL TOILET PARTION ELEVATIONS.

P R O C U R E M E N T L E G E N D

(CC) = CONTRACTOR FURNISHED/ CONTRACTOR INSTALLED

(VV) = VA FURNISHED/VA INSTALLED

(VC) = VA FURNISHED/CONTRACTOR INSTALLED

LOCKER

025A

EMPLOYEE

BREAK ROOM

TOILET

CORRIDOR

C*B*3

WOMENS

LOCKER

MENS RR

HAC

7' - 10"

7' - 10"

7' - 10"

7' - 10"

7' - 8"

7' - 10"

44 44

7' - 6" 1

PATIENT

TOILET

SHOWER

ROOM

108A

PHARMACY

AAMS

106A

SUPPLY

106B

CORRIDOR

C*1*2

2 22

8' - 0"

8' - 0"

7' - 8"7' - 8" 7' - 8"

6 6

6 66

MENS

SHOWER

156A

MENS

RESTROOM

CORRIDOR

C*1*7

KITCHENETTE

2 BEDROOM

ELEVATOR

LOBBY

148A

TOILET

158A

8' - 0"

8' - 0"

7' - 8"

7' - 8"

6 6

2' X 4' LIGHTING FIXTURE

(EXISTING/RELOCATED)

L E G E N D

1' X 4' LIGHTING FIXTURE

(EXISTING/RELOCATED)

CAN LIGHT (NEW)

EXHAUST GRILLE - SEE MECHANICAL

(NEW)

2' X 4' LIGHTING FIXTURE

(EXISTING/RELOCATED)

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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