538-20-206 Bid Set Drawings.pdf

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S10°26'37"E 618.40'

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EXTERIOR ELEVATION

INTERIOR ELEVATION

SEE 700 SERIES SHEETS

SECTION/DETAIL NUMBER

DRAWING NUMBER

EQUIPMENT TAG

COLUMN GRID

NOTE

WINDOW OPENING

DOOR OPENING

ROOM NAME

ROOM NUMBER

WALL TYPE

SEE SHEET A001

CEILING HEIGHT

FINISH DESIGNATION

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VA Project No.

JPA Project No.

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ARCHITECTURE PLANNING INTERIOR DESIGN

3131 NEWMARK DRIVE, SUITE 200

MIAMISBURG, OHIO 45342

937.461.3290 P

JOHN POE ARCHITECTS

HEAPY ENGINEERING

MECHANICAL ELECTRICAL COMMISSIONING TECHNOLOGY

1400 WEST DOROTHY LANE

DAYTON, OH 45409

937.224.0861 P

937.224.5777 F

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

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

/1

/2

:3

:1

A

M

Repair Existing Elevators & Install Elevator in CLC

06/17/2020

COVER SHEET

G001

SOJR

19012.00

538-20-206

Chillicothe, Ohio

210/211

Repair Existing Elevators & Install Elevator in CLC

17273 STATE ROUTE 104, CHILLICOTHE, OHIO 45601 PROJECT #: 538-20-206

STATION

RYAN JETER

100% SUBMITTAL

GENERAL CONSTRUCTION NOTES DRAWING INDEX

VICINITY MAP GRAPHIC SYMBOLS

18. PATCH ALL EXISTING WALLS AND CEILINGS THAT ARE TO REMAIN (EXCEPT WHERE NOTED) AS REQUIRED TO PROVIDE A SOUND BASE FOR NEW FINISHES SUCH AS PAINT, ETC. ALL PATCHING TO MATCH EXISTING ADJACENT SURROUNDING AREAS AND

SURFACES.

19. IN ADDITION TO SPECIFIC REQUIREMENTS, THE GENERAL INTENT OF PAINTING AND TRANSPARENT FINISHES IS AS FOLLOWS:

WHERE SURFACES ARE INDICATED TO BE PAINTED OR TRANSPARENT FINISH APPLIED, ALL OPENINGS, NEW AND EXISTING, INCLUDING WINDOWS, DOORS, FRAMES, TRIM, BASE, ETC. SHALL BE FINISHED OR REFINISHED IN CONJUNCTION WITH SURROUNDING WORK. WHERE SURFACES ARE NOT INDICATED TO BE PAINTED OR TRANSPARENT FINISH APPLIED IN THIS CONTRACT, ITEMS OF NEW WORK OR REPAIR WORK ONLY SUCH AS WALLS, CEILING, DOORS, FLOORS, WINDOWS, ETC. SHALL BE FINISHED TO MATCH EXISTING ADJACENT FINISHES, EXISTING ADJACENT FINISH SHALL REMAIN. SEE ROOM FINISH SCHEDULE AND DOOR SCHEDULE FOR FINISHES. THE CONTRACTOR SHALL VERIFY IN THE FIELD ALL FINISHES WITH THE

RESIDENT INTERIOR DESIGNER PRIOR TO EXECUTION OF THE WORK.

20. ALL SUSPENDED ITEMS SUCH AS CEILINGS, DUCTS, PIPES, CONDUITS, ETC., SHALL BE SUSPENDED (ATTACHED) DIRECTLY TO STRUCTURE, AND SHALL NOT BE ATTACHED OR ANCHORED TO EXISTING PLASTER, ACOUSTIC TILE, ETC.

21. ALL DIMENSIONS ARE APPROXIMATE AND MAY VARY IN THE FIELD. NEW PARTITIONS SHALL BE LOCATED AS INDICATED BY THE DIMENSIONS. WHERE NO DIMENSION IS INDICATED, PARTITIONS, ETC. SHALL BE LOCATED FROM EXISTING COLUMNS, WINDOWS, PARTITIONS, DOORS, ETC. AS INDICATED ON THE PLANS. ALL NEW PARTITIONS SHALL BE LOCATED IN THE FIELD

AND APPROVED BY THE C.O.R. BEFORE ANY CONSTRUCTION IS STARTED.

22. ALL PENETRATIONS SUCH AS NEW OR EXISTING DUCTS, CONDUITS, PIPING, ELECTRICAL OUTLETS, LIGHT SWITCHES, RECESSED DEVICES OR ITEMS, HOLES, VOIDS, CRACKS, ETC. IN ALL EXISTING, MODIFIED AND NEW CORRIDOR WALLS, SMOKE PARTITIONS, AND FLOOR SLABS SHALL BE SEALED WITH APPROVED FIRE RESISTANT CAULKING OR SEALANT TO PREVENT PASSAGE OF ANY SMOKE, FLAME, GASES, ETC.. SEE PLUMBING HVAC, FIRE PROTECTION, ELECTRICAL, ETC. DRAWINGS AND

SPECIFICATIONS.

23. WHERE NEW CONSTRUCTION REQUIRES CORE DRILLING THROUGH EXISTING STRUCTURAL CONCRETE FLOOR SLABS, AND WALLS THE CONTRACTOR SHALL COORDINATE HIS DRILLING WORK TO AVOID DRILLING INTO A STRUCTURAL ELEMENT, INCLUDING BEAMS, COLUMNS, ETC. ALSO SEE PLUMBING, HVAC, FIRE PROTECTION, ELECTRICAL, ETC. DRAWINGS AND

SPECIFICATIONS.

24. WHERE NEW CONSTRUCTION (I.E. DOORS, FRAMES, CASEWORK, EQUIPMENT, ETC.) IS INDICATED TO BE INSTALLED IN EXISTING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS FOR PROPER FIT AND FOR ACCESS INTO THE

BUILDING PRIOR TO SHOP DRAWING SUBMITTAL, ORDERING AND DELIVERING TO THE SITE.

25. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CREATING A WORK AREA THAT IS UNDER NEGATIVE PRESSURE DURING ALL PHASES OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE TEMPORARY AIR-MOVING UNIT (AHU) OR UNITS THAT SHALL BE OPERATIONAL CONTINUOUSLY DURING ALL PHASES OF CONSTRUCTION. CONSTRUCTION AREA SHALL HAVE A MINIMUM OF FOUR (4) AIR CHANGES PER HOUR OR AS MANDATED BY CODE, WHICHEVER IS MORE STRINGENT. THE CONTRACTOR SHALL BE RESPOSIBLE FOR PROVIDING THE NUMBER OF AHU'S REQUIRED TO PROVIDE THE MANDATED NUMBER OF CHANGES PER HOUR, BASE ON HIS/HER ASHRE CALCULATIONS. A COPY OF THE CALCULATIONS SHALL BE PROVIDED TO THE C.O.R. FOR REVIEW PRIOR TO BEGINNING WORK. THE AHU SHALL BE THE TYPE THAT EXHAUST AIR TO THE OUTSIDE VIA TEMPORARY DUCT

SYSTEM AFTER PASSING THRU A HEPA FILTERING SYSTEM.

26. ALL EXISTING SURFACES SHALL BE PREPARED TO RECEIVE SCHEDULED FINISH ACCORDING TO PLANS AND SCHEDULES.

27. PROVIDE THE C.O.R. WITH A DESCRIPTION AND UL# DESIGNATION OF ALL FIRE BLOCKING ASSEMBLIES PROPOSED FOR USE

DURING CONSTRUCTION.

*PLEASE NOTE: C.O.R. = CONTRACTING OFFICER'S REPRESENTATIVE. THIS IS USED IN LIEU FOR THE TERM OWNER.**

**PLEASE NOTE: U.N.O. = UNLESS NOTED OTHERWISE.**

1. SPRINKLER DESIGN BASED ON FIRE PROTECTION DRAWINGS AND SPECIFICATIONS AS SUBMITTED BY THE M.E.P. ENGINEERS WILL BE SUBJECT TO AN INDEPENDENT REVIEW BY A CERTIFIED REVIEWER. THE FIRE PROTECTION CONTRACTOR IS

RESPONSIBLE FOR MAKING ALL ARRANGEMENTS FOR THIS INDEPENDENT REVIEW.

2. ALL WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, OR LOCAL CODES, RULES, ORDINANCES AND REGULATIONS INCLUDING THE AMERICAN DISABILITIES ACT (ADA) AND THE AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)

GUIDELINES.

3. IT IS INTENDED THAT THE DOCUMENTS INDICATE A NEW FINISH (I.E. PAINT, ACOUSTIC CEILING, FLOOR TILE, ETC.) ON ALL EXPOSED SURFACES OF THE BUILDING. WHERE A SPECIFIC FINISH IS NOT INDICATED AT ANY GIVEN LOCATION THE

CONTRACTOR SHALL PROVIDE THE FINISH INDICATED FOR OTHER SIMILAR SURFACES.

4. Not used.

5. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO NOTIFY THE CONTRACTING OFFICER'S REPRESENTATIVE OF ANY WORK WHICH MIGHT REQUIRE INTERRUPTION OF UTILITY SERVICES,CAUSE NOISE, OR CREATE VIBRATION. PRIOR TO THE COMMENCEMENT OF THIS WORK, THE CONTRACTOR'S WORK AND SCHEDULE SHALL BE APPROVED AND COORDINATED BEFORE HAND WITH THE CONTRACTING OFFICER'S REPRESENTATIVE. SEE GENERAL CONDITIONS FOR FURTHER DETAIL.

6. THE GENERAL CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE PROVISIONS OF THE SPECIFICATIONS, INCLUDING ALL GENERAL CONDITIONS, SUPPLEMENTARY GENERAL CONDITIONS, AND MATERIAL AND CONSTRUCTION PROVISIONS, WHICH

APPLY TO MATERIALS OR CONSTRUCTION METHODS REQUIRED BY THIS PROJECT.

7. PRIOR TO BIDDING, THE GENERAL CONTRACTOR SHALL VISIT SITE, EXAMINE, AND ACCEPT ALL EXISTING CONDITIONS. DATES FOR SITE VISITS WILL BE POSTED IN THE SPECIFICATIONS. UNSCHEDULED VISITS WILL NOT BE ALLOWED.

8. DO NOT PAINT ANY CAULKING OR SEALANTS WHICH ARE SUBJECT TO MOVEMENT - CONTROL JOINTS SHALL BE CAULKED AFTER PAINT AND SPECIAL COATING APPLICATIONS. PROVIDE CAULKING OR SEALANTS IN COLORS WHICH MATCH ADJACENT

FINISHED SURFACE COLORS.

9. VERIFY ALL CONDITIONS AND DIMENSIONS IN THE FIELD BEFORE FABRICATING ANY MATERIALS.

10. ALL EXISTING CONSTRUCTION TO REMAIN (INCLUDES THE ATTIC FLOOR) THAT ARE DAMAGED OR DISTURBED DURING CONSTRUCTION SHALL BE PATCHED OR RESTORED AS REQUIRED TO MATCH EXISTING ADJACENT CONSTRUCTION UNLESS OTHERWISE INDICATED. CONTRACTOR TO PATCH AND REPAIR EXISTING CONSTRUCTION REMOVED OR DISTURBED BY WORK

UNDER THEIR CONTRACT TO MATCH EXISTING ADJACENT UNLESS OTHERWISE NOTED.

11. IT IS THE INTENT OF THE DOCUMENTS TO INDICATE COMPLETE AND OPERATIONAL SYSTEMS (I.E. STRUCTURAL, HVAC, PLUMBING, ELECTRICAL AND ETC.) THE CONTRACTOR SHALL PROVIDE THE SYSTEMS AS OPERATIONAL SYSTEMS WHICH COMPLY WITH APPLICABLE CODES AND REGULATIONS. THIS NOTE SHALL BE LIMITED TO THE SYSTEMS AS INDICTED BY THE DOCUMENTS AND SHALL NOT INCLUDE CHANGES TO THE SYSTEMS WHICH ALTER INDICATED CAPACITIES, OPERATIONAL

CHARACTERISTICS, ETC.

12. THE GENERAL CONTRACTOR SHALL PROVIDE FIRE-RETARDANT TREATED 2X BLOCKING IN THE STUD CAVITY AT ALL LOCATIONS REQUIRED TO PROVIDE SOLID ANCHORAGE OF WALL SUPPORTED ITEMS INDICATED BY THE DRAWINGS, INCLUDING BUT NOT LIMITED TO: GRAB BARS, SHELVING, CABINETS, AND KITCHEN EQUIPMENT. CONTRACTOR'S OPTION TO PROVIDE GALV. 16 GA BY THE DEPTH OF THE WALL METAL STUDS AS BLOCKING UNLESS WOOD BLOCKING OR STEEL IS SPECIFICALLY CALLED FOR

BY THE MANUFACTURER.

13. ALL WOOD BLOCKING, MISC. FRAMING, PANELS, ETC THAT ARE TO BE USED SHALL BE FIRE-RETARDANT TREATED. EXTERIOR

WOOD BLOCKING SHALL BE PRESSURE TREATED.

14. ROOM SIGNAGE SHALL BE PROVIDED AND INSTALLED BY OWNER.

15. THE GENERAL CONTRACTOR SHALL CONTACT THE CONTRACTING OFFICER'S REPRESENTATIVE TO VERIFY THE SIZES OF ALL EQUIPMENT OR FIXTURES TO BE INSTALLED IN THE BUILDING, AND SHALL MAKE SPECIAL PROVISIONS BEFORE BEGINNING CONSTRUCTION FOR INSTALLATION OF ANY EQUIPMENT WHICH IS TOO LARGE TO FIT THROUGH A FINISHED OPENING.

16. ALL CONTRACTORS SHALL BE RESPONSIBLE TO PATCH AND REPAIR ALL SURFACES WHERE EXISTING CONSTRUCTION IS

REMOVED OR DISTURBED BY WORK UNDER THEIR CONTRACT.

17. THE CONTRACTOR IN CONJUNCTION WITH HIS/HER WORK SHALL BE RESPONSIBLE TO PATCH AND REPAIR ALL EXISTING SUBSTRATES AND FINISHES INCLUDING BUT NOT LIMITED TO EXISTING WALLS, FLOORS, BASES, WAINSCOTS, CEILINGS, WINDOWS, WINDOW TRIM, WOOD WORK, DOORS, FRAMES, ETC. (UNLESS INDICATED OTHERWISE) AND PREPARE AREAS AS REQUIRED FOR NEW CONSTRUCTION FINISHES. WHERE WORK IS PERFORMED AND NO FINISH IS SPECIFICALLY INDICATED THE CONTRACTOR IS RESPONSIBLE TO PATCH,REPAIR AND PAINT TO MATCH ALL EXISTING ADJACENT MATERIALS, FINISH AND PAINT ALL WORK TO PROVIDE A COMPLETE, FINISHED, WORKMANLIKE JOB, ALL SUBJECT TO THE APPROVAL OF THE C.O.R..

3131 Newmark Drive, Suite 200 Miamisburg, Ohio 45342 |www.johnpoe.com| 937.461.3290

N

28 210 210/211 CONNECTOR

B31

G001 COVER SHEET

G100 CODE PLANS

A001 ELEVATOR LOCATIONS

A101 B210/B211 CONNECTOR - ELEVATOR

A102 B28 - ELEVATOR

A103 B31 - P3 ELEVATOR

FX001 LEGEND & GENERAL NOTES

FX100 PARTIAL FLOOR PLANS

P001 LEGEND & GENERAL NOTES

P100 BUILDING 210/211 BASEMENT LEVEL PLANS

P200 BUILDING 28 BASEMENT LEVEL PLANS

P300 BUILDING 31 PLANS

M001 MECHANICAL LEGEND, INDEX, AND GENERAL NOTES

M002 MECHANICAL SCHEDULES AND DETAILS

M100 BUILDING 210/211, BUILDING 28, AND BUILDING 31

(ELEVATOR P3) PLANS AND KEY PLANS

E001 ELECTRICAL LEGEND, GENERAL NOTES & SHEET LIST

E100 BUILDING 210/211 PLANS

E200 BUILDING 28 PLANS

E300 BUILDING 31 PLANS

E601 BUILDING 210 SINGLE LINE

E602 BUILDING 31 SINGLE LINE

PUBLICATIONS REFERENCED

• AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME) SAFETY CODES FOR ELEVATORS - A17.1, A17.3, A17.4, A17.5, A17.6, A18.1

• NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) - 13, 70, 72, 101, 252

• INTERNATIONAL BUILDING CODE (IBC)

• GUIDE FOR INSPECTION OF ELEVATORS - A17.2

• STANDARDS FOR THE QUALIFICATION OF ELEVATOR INSPECTORS - ASME QEI-1

• AMERICAN SOCIETY OF SAFETY ENGINEERS (ASSE) – PERSONNEL HOISTS AND EMPLOYEE ELEVATORS ON CONSTRUCTION AND DEMOLITION OPERATIONS A10.4

• VA BARRIER FREE DESIGN STANDARD - PG-18-13

• VA SEISMIC DESIGN HANDBOOK - H-18-8

• VERTICAL TRANSPORTATION HANDBOOK, 4TH EDITION

Revisions Date

35% Submittal 10-14-2019

65% Submittal 11-18-2019

95% Submittal 01-02-2020

100% Submittal 04-21-2020

Bid Set 06-17-2020

FD

0-HR Smoke Partition - OBC 710

1-HR Smoke Barrier - OBC 709

1-HR Fire Barrier - OBC 706

2-HR Fire Barrier - OBC 706

Means of Egress

Existing Wall to Remain

New Wall

CODE LEGEND

BUILDING

BUILDING

ELEVATOR

SHAFT

SMOKE

COMPARTMENT

1,844 s.f

EXISTING SMOKE

COMPARTMENT

EXISTING SMOKE

COMPARTMENT

BUILDING

BUILDING

SMOKE

COMPARTMENT

497 s.f

ELEVATOR

SHAFT

EXISTING SMOKE

COMPARTMENT

EXISTING SMOKE

COMPARTMENT

/8

BUILDING

BUILDING

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497 s.f

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EXISTING SMOKE

COMPARTMENT

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BUILDING

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SHAFT

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VA Project No.

JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

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A

B

C

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ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

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/1

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Repair Existing Elevators & Install Elevator in CLC

06/17/2020

CODE PLANS

G100

SOJR

19012.00

538-20-206

Chillicothe, Ohio

210/211STATION

RYAN JETER

100% SUBMITTAL

N Scale:

PLAN

1/8" = 1'-0"1

CODE PLAN - BASEMENT

N Scale:

PLAN

1/8" = 1'-0"2

CODE PLAN - LEVEL 1

N Scale:

PLAN

1/8" = 1'-0"3

CODE PLAN- LEVEL 2

N Scale:

PLAN

1/8" = 1'-0"4

CODE PLAN- ATTIC

2018 NFPA 101 Life Safety Code Review

Chapter 4 – General

· 4.4.2.2 – Prescriptive-based designs meeting the requirements of Chapters 1 thru 3, Sections 4.5 thru 4.8, and Chapters 6 thru 43 of this Code shall be deemed to satisfy the provisions of Sections 4.1 and 4.2.

· 4.4.2.3 – Where req’ts in Chapters 11 thru 43 differ from req’ts in Chapters 1 thru 4 and 6 thru 10, the req’ts of Chapters 11 thru 43 shall govern.

· 4.6.1.1 – The authority having jurisdiction (AHJ) shall determine whether the provisions of this Code are met.

Chapter 7 – Means of Egress

· 7.1.3.2.1 – Exit Separation

(1) Connecting 3 or fewer stories: 1-hr fire rating req’d. [2-hr provided].

(8) Openings in separation wall: fire doors with closers per 7.2.1.8.

· 7.2.4.3 – Fire Barriers – Minimum 2-Hr. fire rating.

· 7.2.12 – Areas of Refuge – not req’d as part of an accessible means of egress per 7.5.4.1.3. See 18.3.7.5.

· 7.3.1 – Occupant Load:

Basement (current phase):

Lobby – 2,440 s.f. @ 100 s.f./occ. = 24 occup.

1st Floor (current phase):

Healthcare – 1,072 s.f. @ 120 sf/occ. = 9 occup.

2nd Floor (current phase):

Healthcare- 1,072 s.f. @ 120 sf/occ. = 9 occup.

Total occupants (current phase) = 42 occupants (actual = 2 occup.)

· 7.4.1.1 – Min. number of means of egress from any story = 2.

· 7.5.1.3.3 – Remoteness of exits – Bldgs. protected by AFSS per 9.7, Min.

separation distance between 2 exits = 1/3 max. overall diag. dimension of the area or bldg. served.

· 7.5.4.1.3 – Accessible means of egress shall not be req’d. in health care occupancies protected throughout by an AFSS per 9.7.

Chapter 8 – Features of Fire Protection

· 8.3.3.2 – Min Fire Protection for Openings in Fire-rated Assemblies:

Component Walls Fire Drs Fire Window Vert. shafts (stairs, exits):2 hr 1-1/2 hr NP

1 hr 1 hr NP Fire Barriers: 2 hr 1-1/2 hr NP

1 hr ¾ hr NP Horiz. Exits: 2 hr 1-1/2 hr NP Smoke Barriers: 1 hr 1/3 hr ¾ hr

· 8.3.4.2.1 and 8.3.4.2.2 – Firestop Systems – Penetrations that pass thru a barrier shall be protected by a firestop system or device.

· 8.3.4.8 – Openings for air-handling ductwork or air movement shall be protected in accordance with 9.2.1.

· 8.5.3 – A Fire Barrier shall be permitted to be used as Smoke Barrier per Section 8.5.

· 8.6.4.1 – Shafts shall be enclosed at lowest or highest level of the shaft per 8.6.5.

· 8.6.5 – Shafts- Req’d Fire Rating:

Connecting 4 or more stories: 2-hr Fire Barrier.

Other new shaft enclosures: 1-hr Fire Barrier.

· 8.7.1.1 – Protection from any degree of hazard shall be provided by one of the following means:

(2) Protecting an area with an AFSS per 9.7.

· 8.7.1.2 – New construction with AFSS without fire-rated separation = protected by non-fire-rated smoke partitions per 8.4.

· 8.7.1.3 – Special Hazard Protection – Doors: min. ¾ hr fire rated, self or auto-closing per 7.2.1.8

Chapter 9 – Building Service and Fire Protection Equipment

· 9.6.1.3 – Fire Alarm System req’d for life safety shall be per NFPA70.

· 9.6.3.1 – Occupant notification shall be provided per 9.6.3 and 18.3.4.3.1.

· 9.6.4.1 – Emergency Forces notification req’d per 9.6.4 and 18.3.4.3.2.1.

· 9.6.5.1 – Emergency control functions shall be installed per NFPA 72 as req’d per 9.6.5 and 18.3.4.4.

· 9.6.7.1 – Alarm annunciation is required per 9.6.7 and 18.3.4.3.3.

· 9.7.1.1 – Supervised automatic sprinkler system as req’d by 9.7.1 and 18.3.5.1 shall comply with NFPA 13.

Chapter 10 – Interior Finish, Contents, and Furnishings

· 10.2.3.3 – Interior Wall or Ceiling Finish – Class A, B, or C shall be classified based on ASTM E 84.

Wall and Ceiling – Classifications characteristics:

(1) Class A: Flame spread: 0-25; Smoke dev.: 0-450.

(2) Class B: Flame spread: 26-75; Smoke dev.: 0-450.

(3) Class C: Flame spread: 76-200; Smoke dev.: 0-45

· 10.2.7.3 – Interior Floor Finish –shall be classified based on NFPA 253 or

ASTM E 648.

· 10.2.7.4 – Interior Floor – Classifications characteristics:

· 10.2.7.4.1: Class I: Rad flux: min .45 W/cm².

· 10.2.7.4.2: Class II: Rad flux: min .22 W/cm², and max. .45 W/cm².

· 10.2.8.1 – Wall and Ceiling finishes, where sprinkled:

Class C permitted in any location where Class B is req’d.

Class B permitted in any location where Class A is req’d.

· 10.2.8.2 – Floor finishes, where sprinkled:

Class II permitted in any location where Class I is req’d.

No critical rad. flux permitted in any location where Class II is req’d.

Chapter 11 – Accessibility

· All newly constructed and renovated spaces shall comply with Chapter 1, ABA and ADAAG.

Chapter 39 – Existing Business Occupancies

3131 Newmark Drive, Suite 200 Miamisburg, Ohio 45342 |www.johnpoe.com| 937.461.3290 Revisions Date

35% Submittal 10-14-2019

65% Submittal 11-18-2019

95% Submittal 01-02-2020

UP

UP

UP UP

UP

DN

UP

UP

UP

UP

UP

P2

P1 Elev.

Machine Room

Elev.

Machine Room

14.14

14.15

14.11

14.11

14.1214.12 14.14

P2P1

14.11 14.11

14.12 14.12

Elev.

Machine Room

P2

P1

14.1614.16 14.1714.17

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VA Project No.

JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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

/1

/2

:3

:5

A

M

Repair Existing Elevators & Install Elevator in CLC

06/17/2020

ELEVATOR LOCATIONS

A001

LGJR

19012.00

538-20-206

Chillicothe, Ohio

210/211STATION

RYAN JETER

100% SUBMITTAL

3131 Newmark Drive, Suite 200 Miamisburg, Ohio 45342 |www.johnpoe.com| 937.461.3290

Scale: 1/16" = 1'-0"1

BUILDING 210

Scale: 1/16" = 1'-0"2

BUILDING 1

Scale: 1/16" = 1'-0"3

BUILDING 35

ELEVATOR NOTES

14.11 Install car top rails.

14.12 Elevator doors require maintenance on each floor.

14.14 Install guarding on machine room lighting.

14.15 Properly lower and remove elevator from service, bolt all hoistway doors shut, remove mainline fuses, dispose of all hydraulic fluid and land car on pit buffers.

14.16 Leaking power units to be repaired by elevator maintenance provider.

14.17 Replace fittings on pump unit.

Revisions Date

35% Submittal 10-14-2019

65% Submittal 11-18-2019

95% Submittal 01-02-2020

FD

A101

C.2 C.8

11 3/8" 8' - 0" 11 3/8"

/8

/8

14.2614.10

2.04

2.05

A101

A101

Sim

5.17

Basement 90' - 6"

Basement 90' - 6"

210 - Second Floor 116' - 5"

211 - First Floor 100' - 0"

211 - Second Floor 111' - 11"

210 - First Floor 104' - 6"

Upper Roof (TOS) 126' - 0"

C.2 C.8

2.02

2.02

2.02

2.02

2.02

2.35

2.36

2.34

2.02

F

IE

L D

V E

R

IF

Y

/2

F

IE

L D

V E

R

IF

Y

/4

5.17

14.26

14.26

14.26

14.26

14.26

14.05

2.04

A101

A101

A101

A101

A101

14.10

/2

/2

/2

/2

2.10

T y p

2.10

2.10

2.10

2.10

2.10

A101

A101

A101

A101

A101

9.05

9.05

9.06

9.06

9.06

9.06

A101

C.2 C.8

Eq. 7' - 1" Eq.

14.2614.26

14.10

2.04

A101

Sim

A101

Sim

A101

Sim

A101

Sim

A101

C.2 C.8

14.2614.26

14.10

2.04

A101

Sim

A101

Sim

A101

Sim

A101

Sim

A

14.04

2.02

5.17

Elevator Machine Room

AREA OF NEW

CONSTRUCTION

EXISTING TO

REMAIN

EXISTING TO

REMAIN

BUILDING 210 BUILDING 211

A101

Sim

A101

Sim

A101

Sim

A101

Sim

EXTERIOR ELEVATION

INTERIOR ELEVATION

SEE 700 SERIES SHEETS

SECTION/DETAIL NUMBER

DRAWING NUMBER

EQUIPMENT TAG

COLUMN GRID

NOTE

WINDOW OPENING

DOOR OPENING

ROOM NAME

ROOM NUMBER

WALL TYPE

SEE SHEET A001

CEILING HEIGHT

FINISH DESIGNATION

X

10'-8"

X

X

XX.X-X

X

X

1/A101

X

XXXX

X

SIM

xx

HANDICAP TURN RADIUS

FD FLOOR DRAIN

ELEVATOR FINISH LEGEND

TAG

A

B

C

D

E

F

G

H

I

J

PRODUCT

UPPER WALL PANELS BONDED QUARTZ WHITE LOFT

MANUFACTURER FINISH TYPE COLOR PATTERN

FORMS+SURFACES

PANEL FRAMES

CORNER REVEALS

LOWER WALL PANELS

HANDRAIL PANELS

HANDRAILS

CEILING PANELS

FORMS+SURFACES

FORMS+SURFACES

FORMS+SURFACES

FORMS+SURFACES

FORMS+SURFACES

FORMS+SURFACES

SHAW CONTRACT

FORMS+SURFACES

ALUMINUM CLEAR ANODIZED

ALUMINUM CLEAR ANODIZED

STAINLESS STEEL SEASTONE

STAINLESS STEEL SEASTONE

STAINLESS STEEL SATIN

PLASTIC LAMINATE (PL-1)

COMMENTS

6 LED DOWNLIGHTS

CRASH RAILS

FLOORING

WALL BASE

STAINLESS STEEL SATIN

LUXURY VINYL TILE (LVT-1) MUSLIN JEOGORI SIZE: 18"x18", INSTALL: BRICK

STAINLESS STEEL SEASTONE

**NOTE: MANUFACTURERS' TRADE NAMES & NUMBERS ARE PROVIDED IN FINISH LEGEND TO IDENTIFY DESIGN INTENT. EQUIVALENT PRODUCTS FROM OTHER MANUFACTURERS THAT MEET REQUIREMENTS OF TECHNICAL SECIFICATIONS WILL BE ACCEPTABLE UPON APPROVAL IN WRITING BY

CONTRACTING OFFICER.

ELEVATOR

INTERIOR

ELEVATOR

EXTERIOR

14.26 4.15

9.58

9.21

7.38

ELEVATOR

EXTERIOR

ELEVATOR

INTERIOR

14.26

4.15

9.58

9.21

7.38

2.39

14.29 14.26

JOHN

A.

POE

IO

HO

FOET

A T

S

R E G I S

E T

R

ED RA

C H

TI

E C T

VA Project No.

JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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

/1

/2

:3

:0

A

M

Repair Existing Elevators & Install Elevator in CLC

06/17/2020

B210/B211 CONNECTOR -

ELEVATOR

A101

SOJR

19012.00

538-20-206

Chillicothe, Ohio

210/211STATION

RYAN JETER

100% SUBMITTAL

Scale: 3/8" = 1'-0"1

ELEVATOR PLAN - BASEMENT

Scale: 3/8" = 1'-0"4

ELEVATOR SECTION

Scale: 3/8" = 1'-0"2

ELEVATOR PLAN - LEVEL 1

Scale: 3/8" = 1'-0"3

ELEVATOR PLAN - LEVEL 2

Scale: 1/4" = 1'-0"5

ELEVATOR TRENCH PLAN - BASEMENT

2.02 Existing structure to remain.

2.04 Existing 12" thick reinforced concrete elevator shaft to remain.

2.05 Existing sump basin and pump to remain.

2.10 Existing ceiling to remain. Protect during construction.

2.34 Existing elevator pit slab.

2.35 Existing elevator pit walls.

2.36 New inground cylinder in existing bore hole.

2.39 Existing finish to remain. Protect during construction.

4.15 12" concrete masonry unit.

5.17 Fixed steel ladder with 1" diameter steel rungs @ 12" O.C. and steel safety cage. Height of safety cage to start 7'-2" A.F.F. Mount to wall and floor slab with steel angle brackets. Provide fire treated wood blocking per ladder manufacturer.

7.38 Sealant both sides of frame.

9.05 Contractor shall patch and paint wall where existing conditions are affected by scope of work. Wall paint to match existing. Wall base to match existing. Due to wall base being discontinued, contractor shall coordinate with owner to use VA campus attic stock of tile.

9.06 Contractor shall patch and paint wall where existing conditions are affected by scope of work. Wall paint and wall base to match existing.

Existing wall base information: Johnsonite/Trakett, Traditional cove, 4"Height.

9.21 5/8" Type X gypsum board.

9.58 7/8" metal hat channel furring @ 24".

14.04 Location of elevator manufacturer's AP power unit.

14.05 Existing hoist beam.

14.10 Elevator system by elevator manufacturer.

14.26 Install new elevator doors.

14.29 Grind down existing floor slab as required to set elevator sill flush to adjacement finish.

3131 Newmark Drive, Suite 200 Miamisburg, Ohio 45342 |www.johnpoe.com| 937.461.3290

N.T.S.Scale:

KEY PLAN

Scale: 1/16" = 1'-0"

CONNECTOR ELEVATOR - KEY PLAN

GRAPHIC SYMBOLS

FLOOR PLAN NOTES

GENERAL NOTES

A All dimensions are taken to face of gypsum wallboard or unit masonry.

B Verify all conditions in the field prior to fabrication, erection, and construction.

C All wood blocking / framing shall be fire retardant U.N.O.

D GC should verify all conditions prior to fabrication of elevator.

E Repair wall and floor finishes to match adjacent surfaces at areas of removal or scheduled new surfaces.

F All work pertaining to Elevator B28 shall be removed from the project as part of Deduct #1 Bid Item #2.

G All existing exterior elevator cab doors and frames to be repainted (P-1), Sherwin Williams, SW6142 Macadamia.

Scale: 3/4" = 1'-0"6

TYP. JAMB DETAIL

Scale: 3/4" = 1'-0"7

TYP. HEAD DETAIL

Scale: 3/4" = 1'-0"8

TYP. SILL DETAIL

Revisions Date

35% Submittal 10-14-2019

65% Submittal 11-18-2019

95% Submittal 01-02-2020

UP

UP

UP

A102

A102

Sim

A102

Sim

P1

A102

14.23 14.11

Elevator Machine Room

5.01

9.01

A102

2.09

9.03

A102

A102

B28 - SECOND

FLOOR

110' - 5 7/16"

B28 - FIRST FLOOR

100' - 0"

B28 - BASEMENT

90' - 1 9/16"

B28 - ROOF

126' - 1 9/16"

/2

/8

/8

9.02

9.02

9.02

EXTERIOR ELEVATION

INTERIOR ELEVATION

SEE 700 SERIES SHEETS

SECTION/DETAIL NUMBER

DRAWING NUMBER

EQUIPMENT TAG

COLUMN GRID

NOTE

WINDOW OPENING

DOOR OPENING

ROOM NAME

ROOM NUMBER

WALL TYPE

SEE SHEET A001

CEILING HEIGHT

FINISH DESIGNATION

X

10'-8"

X

X

XX.X-X

X

X

1/A101

X

XXXX

X

SIM

xx

HANDICAP TURN RADIUS

FD FLOOR DRAIN

B28 - BASEMENT

90' - 1 9/16"

M

IN

IM

U

M

A S

R E

Q U

IR

E

D T

O C

O V

E R

P

IP

E S

5.01

COVER PIPES

AS REQUIRED TO

ELEVATOR FINISH LEGEND

TAG

A

B

C

D

E

F

G

H

I

J

PRODUCT

UPPER WALL PANELS BONDED QUARTZ WHITE LOFT

MANUFACTURER FINISH TYPE COLOR PATTERN

FORMS+SURFACES

PANEL FRAMES

CORNER REVEALS

LOWER WALL PANELS

HANDRAIL PANELS

HANDRAILS

CEILING PANELS

FORMS+SURFACES

FORMS+SURFACES

FORMS+SURFACES

FORMS+SURFACES

FORMS+SURFACES

FORMS+SURFACES

SHAW CONTRACT

FORMS+SURFACES

ALUMINUM CLEAR ANODIZED

ALUMINUM CLEAR ANODIZED

STAINLESS STEEL SEASTONE

STAINLESS STEEL SEASTONE

STAINLESS STEEL SATIN

PLASTIC LAMINATE (PL-1)

COMMENTS

6 LED DOWNLIGHTS

CRASH RAILS

FLOORING

WALL BASE

STAINLESS STEEL SATIN

LUXURY VINYL TILE (LVT-1) MUSLIN JEOGORI SIZE: 18"x18", INSTALL: BRICK

STAINLESS STEEL SEASTONE

**NOTE: MANUFACTURERS' TRADE NAMES & NUMBERS ARE PROVIDED IN FINISH LEGEND TO IDENTIFY DESIGN INTENT. EQUIVALENT PRODUCTS FROM OTHER MANUFACTURERS THAT MEET REQUIREMENTS OF TECHNICAL SECIFICATIONS WILL BE ACCEPTABLE UPON APPROVAL IN WRITING BY

CONTRACTING OFFICER.

JOHN

A.

POE

IO

HO

FOET

A T

S

R E G I S

E T

R

ED RA

C H

TI

E C T

VA Project No.

JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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

/1

/2

:3

:0

A

M

Repair Existing Elevators & Install Elevator in CLC

06/17/2020

B28 - ELEVATOR

A102

SOJR

19012.00

538-20-206

Chillicothe, Ohio

210/211STATION

RYAN JETER

100% SUBMITTAL

3131 Newmark Drive, Suite 200 Miamisburg, Ohio 45342 |www.johnpoe.com| 937.461.3290

GENERAL NOTES

2.09 Existing double bottom cylinders to remain.

5.01 Build bulkhead with 3 5/8" metal stud at 16" O.C. and 5/8" gypsum board to cover piping as required by existing conditions.

9.01 Remove all existing finishes as well as signage, lighting, and soffits that house the lighting.

9.02 Repaint existing steel exterior cab doors P-1.

9.03 Remove existing grilles. Coordinate new grille locations with architect.

14.11 Install car top rails.

14.23 Elevator to be fully modernized per specification section 14 24 10.

A All dimensions are taken to face of gypsum wallboard or unit masonry.

B Verify all conditions in the field prior to fabrication, erection, and construction.

C All wood blocking / framing shall be fire retardant U.N.O.

D GC should verify all conditions prior to fabrication of elevator.

E Repair wall and floor finishes to match adjacent surfaces at areas of removal or scheduled new surfaces.

F All work pertaining to Elevator B28 shall be removed from the project as part of Deduct #1 Bid Item #2.

G All existing exterior elevator cab doors and frames to be repainted (P-1), Sherwin Williams, SW6142 Macadamia.

Scale: 1/16" = 1'-0"

BUILDING 28 - KEY PLAN

Scale: 3/8" = 1'-0"1

BUILDING 28 - BASEMENT FLOOR

Scale: 3/8" = 1'-0"2

BUILDING 28 - FIRST FLOOR

Scale: 3/8" = 1'-0"3

BASEMENT 28 - SECOND FLOOR

Scale: 3/8" = 1'-0"5

BUILDING 28 ELEVATOR SHAFT

N.T.S.Scale:

GRAPHIC SYMBOLS

FLOOR PLAN NOTES

Scale: 3/8" = 1'-0"4

SOFFIT DETAIL

Revisions Date

35% Submittal 10-14-2019

65% Submittal 11-18-2019

95% Submittal 01-02-2020

UP

DN

DN

EXTERIOR ELEVATION

INTERIOR ELEVATION

SEE 700 SERIES SHEETS

SECTION/DETAIL NUMBER

DRAWING NUMBER

EQUIPMENT TAG

COLUMN GRID

NOTE

WINDOW OPENING

DOOR OPENING

ROOM NAME

ROOM NUMBER

WALL TYPE

SEE SHEET A001

CEILING HEIGHT

FINISH DESIGNATION

X

10'-8"

X

X

XX.X-X

X

X

1/A101

X

XXXX

X

SIM

xx

HANDICAP TURN RADIUS

FD FLOOR DRAIN

A103

Sim

A103

Sim

A103

Sim

P4

P3

A103

14.23

14.24

14.11

9.01

9.02

9.03

2.09

A103

Elevator Machine Room

9.02

A103

9.02

B31 - GROUND

FLOOR

101' - 5 7/8"

B31 - FIRST FLOOR

113' - 5"

B31 - SECOND

FLOOR

126' - 5"

B31 - THIRD

FLOOR

138' - 5"

/4

ELEVATOR FINISH LEGEND

TAG

A

B

C

D

E

F

G

H

I

J

PRODUCT

UPPER WALL PANELS BONDED QUARTZ WHITE LOFT

MANUFACTURER FINISH TYPE COLOR PATTERN

FORMS+SURFACES

PANEL FRAMES

CORNER REVEALS

LOWER WALL PANELS

HANDRAIL PANELS

HANDRAILS

CEILING PANELS

FORMS+SURFACES

FORMS+SURFACES

FORMS+SURFACES

FORMS+SURFACES

FORMS+SURFACES

FORMS+SURFACES

SHAW CONTRACT

FORMS+SURFACES

ALUMINUM CLEAR ANODIZED

ALUMINUM CLEAR ANODIZED

STAINLESS STEEL SEASTONE

STAINLESS STEEL SEASTONE

STAINLESS STEEL SATIN

PLASTIC LAMINATE (PL-1)

COMMENTS

6 LED DOWNLIGHTS

CRASH RAILS

FLOORING

WALL BASE

STAINLESS STEEL SATIN

LUXURY VINYL TILE (LVT-1) MUSLIN JEOGORI SIZE: 18"x18", INSTALL: BRICK

STAINLESS STEEL SEASTONE

**NOTE: MANUFACTURERS' TRADE NAMES & NUMBERS ARE PROVIDED IN FINISH LEGEND TO IDENTIFY DESIGN INTENT. EQUIVALENT PRODUCTS FROM OTHER MANUFACTURERS THAT MEET REQUIREMENTS OF TECHNICAL SECIFICATIONS WILL BE ACCEPTABLE UPON APPROVAL IN WRITING BY

CONTRACTING OFFICER.

0-HR Smoke Partition - OBC 710

1-HR Smoke Barrier - OBC 709

1-HR Fire Barrier - OBC 706

2-HR Fire Barrier - OBC 706

Existing Wall to Remain

New Wall

CODE LEGEND

JOHN

A.

POE

IO

HO

FOET

A T

S

R E G I S

E T

R

ED RA

C H

TI

E C T

VA Project No.

JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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

/1

/2

:3

:1

A

M

Repair Existing Elevators & Install Elevator in CLC

06/17/2020

B31 - P3 ELEVATOR

A103

SOJR

19012.00

538-20-206

Chillicothe, Ohio

210/211STATION

RYAN JETER

100% SUBMITTAL

GRAPHIC SYMBOLS

GENERAL NOTES

2.09 Existing double bottom cylinders to remain.

9.01 Remove all existing finishes as well as signage, lighting, and soffits that house the lighting.

9.02 Repaint existing steel exterior cab doors P-1.

9.03 Remove existing grilles. Coordinate new grille locations with architect.

14.11 Install car top rails.

14.23 Elevator to be fully modernized per specification section 14 24 10.

14.24 Install elevator sump pump.

A All dimensions are taken to face of gypsum wallboard or unit masonry.

B Verify all conditions in the field prior to fabrication, erection, and construction.

C All wood blocking / framing shall be fire retardant U.N.O.

D GC should verify all conditions prior to fabrication of elevator.

E Repair wall and floor finishes to match adjacent surfaces at areas of removal or scheduled new surfaces.

F All work pertaining to Elevator B28 shall be removed from the project as part of Deduct #1 Bid Item #2.

G All existing exterior elevator cab doors and frames to be repainted (P-1), Sherwin Williams, SW6142 Macadamia.

3131 Newmark Drive, Suite 200 Miamisburg, Ohio 45342 |www.johnpoe.com| 937.461.3290

Scale: 1/32" = 1'-0"

BUILDING 31 - KEY PLAN

Scale: 3/8" = 1'-0"1

BUILDING 31 - P3 GROUND FLOOR

Scale: 3/8" = 1'-0"2

BUILDING 31 - P3 FIRST FLOOR

Scale: 3/8" = 1'-0"3

BUILDING 31 - P3 SECOND FLOOR

Scale: 3/8" = 1'-0"4

BUILDING 31 - P3 ELEVATOR SHAFT

FLOOR PLAN NOTES

Revisions Date

35% Submittal 10-14-2019

65% Submittal 11-18-2019

95% Submittal 01-02-2020

A1

P1 P1OR

A1

OH

P2

B

P2

GENERAL FLOOR PLAN NOTES

RISER OR STACK NUMBER

DETAIL: B = DETAIL DESIGNATION

P2 = SHEET W HERE DETAIL IS LOCATED

FIRE SUPPRESSION HAZARD CLASSIFICATION AND HAZARD

CLASSIFICATION GROUP

SECTION: 1 = SECTION DESIGNATION

P2 = SHEET W HERE DETAIL IS LOCATED

EQUIPMENT REFERENCE. LETTER DESIGNATION VARIES. REFER TO

SCHEDULES.

EQUIPMENT, DEVICE, OR PLUMBING FIXTURE MARK. LETTER

DESIGNATIONS REFER TO SCHEDULES.

CONNECT TO EXISTING

PLAN NOTE. APPLIES ONLY TO THE SHEET W HICH IT IS SHOW N UNLESS

NOTED OTHERW ISE.

DETAIL NOTE. APPLIES ONLY TO THE ASSOCIATED DETAIL.

"UP TO" SYMBOL (ITEM ON FLOOR ABOVE)

10" 10"

ELEV: 8' - 0"ELEV: 8' - 0"

TOE: 3' - 0"

BOE: 0' - 6"

APPROXIMATE DIMENSION ABOVE FINISHED FLOOR TO TOP OR

BOTTOM OF EQUIPMENT, UNLESS NOTED OTHERW ISE

APPROXIMATE DIMENSION ABOVE FINISHED FLOOR TO CENTERLINE OF

PIPE, UNLESS NOTED OTHERW ISE

FIRE SUPPRESSION SYMBOLS

CONCEALED PENDENT SPRINKLER

FS

PIV

S

FIRE HYDRANT

FLOW SW ITCH

GATE VALVE OS&Y

INSTITUTIONAL PENDENT SPRINKLER

PENDENT SPRINKLER

POST INDICATOR VALVE

RECESSED PENDENT SPRINKLER

SIDE W ALL SPRINKLER

SUPERVISED VALVE

UPRIGHT SPRINKLER

PIPING SYMBOLS

BOTTOM CONNECTION (45°)

BRANCH TEE CONNECTION (NOTE: BULLHEAD TEE'S ARE NOT

PERMITTED)

DIRECTION OF PITCH

DROP

ELBOW DOW N

ELBOW UP

EXISTING PIPE TO BE REMOVED

EXISTING PIPE TO REMAIN

FLOW DIRECTION DESIGNATION

PUMP

RISE

TOP CONNECTION (45°)

TOP CONNECTION (90°)

BOTTOM CONNECTION (90°)

D

R

SPECIALTY GAS SYMBOLS

AIR OUTLET - LAB TYPE

VC

VC

CARBON DIOXIDE OUTLET - HOSPITAL TYPE

MEDICAL AIR OUTLET - HOSPITAL TYPE

MEDICAL VACUUM INLET - HOSPITAL TYPE

NITROGEN OUTLET - HOSPITAL TYPE

NITROUS OXIDE OUTLET - HOSPITAL TYPE

OXYGEN OUTLET - HOSPITAL TYPE

W AGD INLET - HOSPITAL TYPE

NATURAL GAS OUTLET - LAB TYPE

VACUUM OUTLET - LAB TYPE

VACUUM CLEANING STATION - W ALL

VACUUM CLEANING STATION - FLOOR

PIPING DESIGNATIONS

DOMESTIC COLD W ATER

DOMESTIC HOT W ATER

DOMESTIC HOT W ATER RETURN

EXISTING PIPE TO REMAIN

EXISTING PIPE TO BE REMOVED

HOT W ATER PIPE (140 DEGS. F.)

HOT W ATER PIPE (180 DEGS. F.)

HOT W ATER RETURN PIPE (140 DEGS. F.)

HOT W ATER RETURN PIPE (180 DEGS. F.)

ARGO N PIPE

COMPRESSED AIR PIPE

MEDICAL CARBON DIOXIDE PIPE

COMBINATION FIRE SUPPRESSION AND DOMESTIC

W ATER SERVICE

DIESEL FUEL PIPE

SPRINKLER PIPE (DRY)

FIRE SUPPRESSION (STANDPIPE / SPRINKLER MAIN)

FIRE SERVICE

FUEL OIL FLOW LINE

FUEL OIL GAUGE LINE

FUEL OIL RETURN LINE

FUEL OIL SUPPLY LINE

NATURAL GAS PIPE

GARAGE DRAINAGE PIPE

GAS SERVICE

HYDROGEN PIPE

HELIUM PIPE

MEDICAL INSTRUMENT AIR PIPE

KITCHEN W ASTE PIPE

LABORATORY COMPRESSED AIR PIPE

LABORATORY VENT PIPE

LABORATORY VACUUM PIPE

LABORATORY W ASTE PIPE

MEDICAL NITROGEN PIPE

MEDICAL COMPRESSED AIR PIPE

MEDICAL-SURGICAL VACUUM PIPE

GASOLINE PIPE (NON-LEAD)

MEDICAL NITROUS OXIDE PIPE

NON-POTABLE

MEDICAL OXYGEN PIPE

(OVERFLOW ) SECONDARY STORM DRAINAGE PIPE

PROPANE GAS PIPE

PUMP DISCHARGE PIPE

PRE-ACTION / DELUGE SPRINKLER PIPE

PURE W ATER PIPE

SPRINKLER PIPE (W ET)

SANITARY DRAINAGE PIPE

SOFT COLD W ATER

SPRINKLER DRAIN PIPE

STORM DRAINAGE PIPE

FUEL TANK VENT PIPE

TRAP PRIMER DISCHARG E PIPE

TEMPERED W ATER PIPE

SANITARY SEW ER VENT

W ASTE ANESTHESIA GAS DISPOSAL PIPE

W ATER SERVICE

LV

140R

180R

AR

CA

CO2

CW S

DF

DS

F

FS

FOF

FOG

FOR

FOS

G

GD

GS

H2

HE

IA

IV

IW

LA

LV

LW

N2

MA

MV

NG

NO

NPW

O2

OD

P

PD

PS

PW

S

SAN

SCW

SD

STM

T

TP

TW

V

W AGD

W S

INDIR ECT VEN T PIPE

INDIRECT W ASTE PIPE

K

CHECK VALVE

T

P

FOB

FOT

SHUTOFF VALVE (REFER TO SPECIFICATIONS FOR

REQUIRED TYPE BASED ON APPLICATIONS)

CONCENTRIC P IPE REDUCER

ECC ENTRIC PIPE REDUCER

PRESSURE GAUGE

TEMPERATURE GAUGE OR THERMOMETER

UNION

CLEANOUT

STRAINER

STRAINER W ITH A BLOW DOW N VALVE AND HOSE

CONNECTION

DRAIN VALVE W ITH HOSE END CONNECTION

AUTOMATIC FLOW CONTROLLER W ITH P/T PLUG IN

AND OUT

EXPANSION JOINT

PRESSURE REGULATING VALVE

SAFETY RELIEF VALVE. PIPE DISCHARGE AIR

GAPPED TO FLOOR DRAIN UNLESS NOTED

OTHERW ISE.

PRESSURE AND TEMPERATURE TEST PLUG

TRAP PRIMER

VACUUM GAUGE W ITH STOP

CLEANOUT TO GRADE OR FINISHED FLOOR

END CAP

MIXING FAUCET

PLUG

HOSE BIB

W ALL HYDRANT

PLUG VALVE

SHUTOFF VALVE AND BOX

SHUTOFF VALVE ON RISER

V

VB

TP

CO

COMBINATION SHUTOFF AND BALANCING VALVE

(REFER TO SPECIFICATIONS FOR REQUIRED

TYPE BASED ON APPLICATIONS)

BALL VALVE, BUTTERFLY VALVE, GATE VALVE

VALVES AND FITTINGS

SOLENOID VALVE

S

P/T PRESSURE AND TEMPERATURE SAFETY RELIEF

VALVE. PIPE DISCHARGE AIR GAPPED TO FLOOR

DRAIN UNLESS NOTED OTHERW ISE.

FIRE DEPARTMENT VALVE

W ATER METERM

ACID VENT PIPEAV

ACID W ASTE PIPEAW

ABBREVIATIONS

AAP - AREA ALARM PANEL (MEDICAL GAS)

AC - AIR COMPRESSOR OR AIR CONDITIONER

ACC - ACCESS

ACCU - AIR COOLED CONDENSING UNIT

AD - ACCESS DOOR OR AREA DRAIN

ADB - ACID DILUTION BASIN

ADJ - ADJUSTABLE

AFF - ABOVE FINISHED FLOOR

AFG - ABOVE FINISHED GRADE

ALT - ALTERNATE

AP - ACCESS PANEL

APPROX - APPROXIMATE

AR - AIR RECEIVER OR ARGON

ARCH - ARCHITECT OR ARCHITECTURAL

ASSY - ASSEMBLY

AV - ACID VENT

AW - ACID W ASTE

BDD - BACK DRAFT DAMPER

BFP - BACKFLOW PREVENTER

BLDG - BUILDING

BOB - BOTTOM OF BEAM

BOD - BOTTOM OF DUCT

BOE - BOTTOM OF EQUIPMENT

BOF - BOTTOM OF FOOTING

BOG - BOTTOM OF GRILLE

BOP - BOTTOM OF PIPE

BOT - BOTTOM

BT - BATHTUB

BTU - BRITISH THERMAL UNIT

BTUH - BRITISH THERMAL UNIT PER HOUR

BTW N - BETW EEN

CA - COMPRESSED AIR

CB - CATCH BASIN

CBD - COUNTER BALANCED BACKDRAFT DAMPER

CFCI - CONTRACTOR FURNISHED CONTRACTOR INSTALLED

CFM - CUBIC FEET PER MINUTE

CHS - CHILLED W ATER SUPPLY

CHR - CHILLED W ATER RETURN

CI - CAST IRON

CK - CLINICAL SINK

CLG - CEILING

CMU - CONCRETE MASONRY UNIT

CO - CLEAN OUT

CO2 - MEDICAL CARBON DIOXIDE

CONN - CONNECT OR CONNECTION

CONTR - CONTRACTOR

COR - CONTRACTING OFFICER'S REPRESENTATIVE

CORR - CORRIDOR

CS - CLINICAL SINK OR COLD SOFT W ATER

CTR - CENTER

CU - COPPER

CW - COLD W ATER

CW S - COMBINATION W ATER SERVICE

OR CONDENSER W ATER SUPPLY

CW R - CONDENSER W ATER RETURN

D - DEPTH OR DRAIN LINE

DD - DECK DRAIN

DET - DETAIL

DF - DRINKING FOUNTAIN OR W ATER COOLER

OR DIESEL FUEL

DFU - DRAINAGE FIXTURE UNIT

DI - DEIONIZED W ATER

DIA - DIAMETER

DIM - DIMENSION

DN - DOW N

DS - DOW N SPOUT OR SPRINKLER (DRY)

DT - PERFORATED DRAIN TILE

DW G - DRAW ING

EA - EACH

EC - ELECTRICAL (DIVISION 26)

EEW - EMERGENCY EYE W ASH

EJ - EXPANSION JOINT

ELEC - ELECTRICAL

ELEV - ELEVATOR

EQ - EQUAL

EQUIP - EQUIPMENT

ET - EXPANSION TANK

ETR - EXISTING TO REMAIN

ES - EMERGENCY SHOW ER

EQS - EQUIPMENT SUPPLIER

EW C - ELECTRICAL W ATER COOLER

EXH - EXHAUST AIR

EXP - EXPANSION

EXT - EXTERIOR

EX - EXISTING

F - FIRE SUPPRESSION (STANDPIPE/SPRINKLER MAIN)

FCE - FIRE CONTROL EQUIPMENT

FCO - FLOOR CLEANOUT

FD - FLOOR DRAIN

FDC - FIRE DEPARTMENT CONNECTION

FDV - FIRE DEPARTMENT VALVE

FF - FINISHED FLOOR ELEVATION

FHC - FIRE HOSE CABINET

FLR - FLOOR

FM - FORCE MAIN

FOB - FLAT ON BOTTOM

FOF - FUEL OIL FLOW

FOG - FUEL OIL GAUGE

FOR - FUEL OIL RETURN

FOS - FUEL OIL SUPPLY

FOT - FLAT ON TOP

FPM - FEET PER MINUTE

FR - FIRE RISER

FS - FLOOR SINK OR FIRE SERVICE

FSC - FIRE SUPPRESSION (DIVISION 21)

FT - FEET

FTG - FOOTING

G - GAS OR NATURAL GAS

GA - GAUGE

GAL - GALLON

GALV - GALVANIZED

GC - GENERAL TRADES

GD - GARAGE DRAINAGE

GPM - GALLONS PER MINUTE

GS - GAS SERVICE

GW - GREASE W ASTE

H2 - HYDROGEN

HB - HOSE BIBB

HC - HVAC (DIVISION 23)

HD - HUB DRAIN

HE - HELIUM

HG - REFRIGERANT HOT GAS

HP - HORSEPOW ER OR HIGH POINT

HPC - H IGH PRESSURE CONDENSATE RETURN

HPS - H IGH PRESSURE STEAM SUPPLY

HPW - HIGH PURITY W ATER

HPW R - HIGH PURITY W ATER RETURN

HR - HOSE REEL

HT - HEAT TRACE

HTR - HEATER

HVAC - HEATING, VENTILATING, AND AIR CONDITIONING

HW - HOT W ATER

HW R - HEATING HOT W ATER RETURN

HW S - HEATING HOT W ATER SUPPLY

IA - MEDICAL INSTRUMENT AIR

ID - INSIDE DIAMETER

INV - INVERT ELEVATION

IN - INCHES

IV - INDIRECT VENT

IW - INDIRECT W ASTE

JS - JANITOR SINK

K - KITCHEN W ASTE

KEC - KITCHEN EQUIPMENT

L - LENGTH

LA - LABORATORY COMPRESSED AIR

LAV - LAVATORY

LBS - POUNDS

LCW - LABORATORY COLD W ATER

LEC - LABORATORY EQUIPMENT

LHW - LABORATORY HOT W ATER

LHW R - LABORATORY HOT W ATER RETURN

LPC - LOW PRESSURE CONDENSATE RETURN

LPS - LOW PRESSURE STEAM SUPPLY

LV - LABORATORY VACUUM OR LABORATORY VENT

LW - LABORATORY W ASTE

MA - MEDICAL COMPRESSED AIR

MAP - MASTER ALARM PANEL (MEDICAL GAS)

MAX - MAXIMUM

MB - MOP BASIN

MC - MECHANICAL (DIVISION 23)

MEZZ - MEZZANINE

MFR - MANUFACTURER

MH - MANHOLE

MIN - MIN IMUM OR MINUTE

MISC - MISCELLANEOUS

MTD - MOUNTED

MTG - MOUNTING

MPC - MEDIUM PRESSURE CONDENSATE RETURN

MPS - MEDIUM PRESSURE STEAM SUPPLY

MU - W ATER MAKE-UP

MV - MEDICAL SURGICAL VACUUM

N2 - MEDICAL N ITROGEN

N/C - NORMALLY CLOSED

NG - GASOLINE (NON-LEAD)

NIC - NOT IN CONTRACT

N/O - NORMALLY OPEN

NO - MEDICAL N ITROUS OXIDE

NOM - NOMINAL

NPW - NON-POTABLE W ATER

NPT - NATIONAL PIPE THREAD

NTS - NOT TO SCALE

O2 - MEDICAL OXYGEN

OA - OUTDOOR AIR

OD - OUTSIDE DIAMETER OR OVERFLOW DRAIN

OFCI - OW NER FURNISHED CONTRACTOR

INSTALLED

OFOI - OW NER FURNISHED OW NER INSTALLED

P - PROPANE GAS

PC - PLUMBING (DIVISION 22)

OR PUMPED CONDENSATE RETURN

PD - PUMP DISCHARGE OR PARAPET DRAIN

PIV - POST INDICATOR VALVE

PLBG - PLUMBING

PS - PRE-ACTION/DELUGE SPRINKLER

PRESS - PRESSURE

PRV - PRESSURE REGULATING VALVE

PSF - POUNDS PER SQUARE FOOT

PSI - POUNDS PER SQUARE INCH

PSV - PRESSURE SUSTAINING VALVE

PSIG - POUNDS PER SQUARE INCH GAUGE

PW - PURE W ATER

RA - RETURN AIR

RAD - RADIUS

RCP - REINFORCED CONCRETE PIPE

RD - ROOF DRAIN

REC - RECESSED

REQD - REQUIRED

RI - ROUGH IN

RL - REFRIGERANT LIQUID

ROS - REVERSE OSMOSIS W ATER SUPPLY

ROR - REVERSE OSMOSIS W ATER RETURN

RPM - REVOLUTIONS PER MINUTE

RS - REFRIGERANT SUCTION

RV - RELIEF VALVE

S - SPRINKLER (W ET)

SA - SHOCK ARRESTOR OR SUPPLY AIR

SAN - SANITARY OR SANITARY DRAIN

SCH - SCHEDULE

SCW - SOFT COLD W ATER

SD - SPRINKLER DRAIN OR SUBSOIL DRAIN

SH - SHOW ER

SHT - SHEET

SK - SINK

SPEC - SPECIFICATIONS

SQ - SQUARE

SR - SUPPLY RISER

SS - SANITARY STACK (SOIL OR W ASTE) OR

STAINLESS STEEL

STD - STANDARD

STM - STORM OR STORM DRAINAGE

STRUC - STRUCTURAL OR STRUCTURE

SUC - SITE UTILITY

T - FUEL TANK VENT

TD - TRENCH DRAIN

TEMP - TEMPERATURE

TOB - TOP OF BEAM

TOD - TOP OF DUCT

TOE - TOP OF EQUIPMENT

TOF - TOP OF FOOTING

TOJ - TOP OF JOIST

TOP - TOP OF PIPE

TOS - TOP OF SLAB OR TOP OF STEEL

TF - TRAP FILLER

TP - TRAP PRIMER OR TRAP PRIMER DISCHARGE

TW - TEMPERED W ATER

TYP - TYPICAL

UR - URINAL

UNO - UNLESS NOTED OTHERW ISE

V - VENT OR SANITARY SEW ER VENT

VAC - VACUUM

VC - VACUUM CLEANING

VCV - VACUUM CLEANING VALVE

VE - VACUUM EXHAUST

VEL - VELO CITY

VIB - VALVE IN BOX

VOL - VOLUME

VP - VACUUM PUMP

VS - VENT STACK

VTR - VENT THROUGH ROOF

VR - VENT RISER

W / - W ITH

W /0 - W ITHOUT

W - W ASTE

W AGD - W ASTE ANESTHESIA GAS DISPOSAL

W C - W ATER CLOSET

W CO - W ALL CLEANOUT

W H - W ALL HYDRANT OR W ATER HEATER

W IV - W ALL INDICATOR VALVE

W S - W ATER SERVICE

YCO - YARD CLEANOUT

ZVC - ZONE VALVE CABINET

PIPE RISER

NOTE: ALL SYMBOLS AND ABBREVIATIONS ARE SUBJECT TO MODIFICATIONS ON OTHER DRAWINGS. ALL SYMBOLS OR ABBREVIATIONS MIGHT NOT NECESSARILY BE USED ON THIS PROJECT.

A PROVIDE A COMPLETE FIRE SUPPRESSION SPRINKLER SYSTEM IN THE RENOVATED AREA.

B COORDINATE W ORK W ITH VAMC, PHASING PLAN AND OTHER TRADES. OFFSET AND/OR

RELOCATE EXISTING SERVICES TO ACCOMMODATE NEW W ORK OF OTHER TRADES.

C DESIGN SERVICES SHALL FOLLOW ALL VA STANDARD DESIGN PRACTICES, DETAILS,

SPECIFICATIONS AND SITE SPECIFIC COR REQUIREMENTS AS W ELL AS W ORK SHOW N ON

THESE DOCUMENTS. ALL DEVIATIONS FROM AFOREMENTIONED REQUIREMENTS SHALL

BE APPROVED BY THE COR.

D VERIFY THAT THERE IS ADEQUATE SPACE TO INSTALL ALL NEW PIPING REQUIRED TO

COMPLETE THIS W ORK.

E ALL SPRINKLER PIPING IS LOCATED ABOVE THE CEILING (AT THE BOTTOM OF STRUCTURE

IN EXPOSED STRUCTURAL AREAS) UNLESS OTHERW ISE INDICATED.

F THE BASIS OF DESIGN OF SPACING AND SIZING FOR THE COMPLETE FIRE SUPPRESSION

SPRINKLER SYSTEM SHALL BE FOR A W ET PIPE SYSTEM HYDRAULICALLY CALCULATED

FOR A:

1 LIGHT HAZARD AREA LIMITED TO A MAXIMUM OF 225 SQ. FT. PER SPRINKLER W ITH THE

DENSITY OF 0.10 GPM/ SQ. FT. OVER THE MOST REMOTE 1500 SQ. FT. PROVIDE AN

ADDITION OF 100 GPM HOSE ALLOW ANCE.

2 ALL MECHANICAL, ELECTRICAL AND SIMILAR SPACE AREAS SHALL BE ORDINARY

HAZARD (GROUP 1) LIM ITED TO A MAXIMUM OF 130 SQ. FT. PER SPRINKLER W ITH A

DENSITY OF 0.15 GPM/ SQ. FT. PROVIDE AN ADDITION OF 250 GPM HOSE ALLOW ANCE.

3 ALL STORAGE, TRASH, FILE STORAGE AND SIMILAR SPACE AREAS SHALL BE

ORDINARY HAZARD (GROUP 2) LIM ITED TO A MAXIMUM OF 130 SQ. FT. PER SPRINKLER

W ITH A DENSITY OF 0.20 GPM/ SQ. FT. PROVIDE AN ADDITION OF 250 GPM HOSE

ALLOW ANCE.

G PROVIDE SPRINKLER LOCATIONS AND RELATED PIPING.

H THE ENTIRE SPRINKLER SYSTEM SHALL CONFORM TO VAMC, LOCAL, STATE AND NFPA

STANDARDS, RULES AND REGULATIONS.

I CAREFULLY COORDINATE THE LOCATION OF ALL SPRINKLERS AND PIPING W ITH ALL

OTHER TRADES AND THE ARCHITECT.

J VERIFY THE LOCATION OF ALL LIGHTING FIXTURES AND AIR DEVICES BEFORE

INSTALLATION OF SPRINKLERS.

K PROVIDE SPRINKLER PIPING LAYOUT AND SIZING.

L ALL SPRINKLER LOCATIONS MUST BE COORDINATED W ITH ALL EQUIPMENT KINDRED TO

OTHER TRADES. SPRINKLER LOCATIONS MUST BE APPROVED BY THE ARCHITECT

BEFORE W ORK COMMENCES. REFER TO THE ARCHITECTURAL AND REFLECTIVE CEILING

PLANS FOR ADDITIONAL INFORMATION ON ALL CEILING TYPES, HEIGHTS AND OTHER

ARCHITECTURAL FEATURES.

M MAKE NECESSARY FLOW TESTS, LAYOUT SYSTEMS, OBTAIN APPROVALS FROM THE

AUTHORITIES HAVING JURISDICTION PRIOR TO BEGINNING ANY FABRICATION OR

INSTALLATION W ORK.

N SPRINKLER PIPING SHALL BE 1" MINIMUM SIZE.

O SPRINKLERS (UNLESS OTHERW ISE NOTED):

EXPOSED AREAS - UPRIGHT OR PENDENT TYPE - STANDARD BRASS

CEILING AREAS - RECESSED PENDENT TYPE

ALL HEADS SHALL BE UL LISTED AND FM APPROVED.

P SPRINKLERS SHALL BE "QUICK RESPONSE" TYPE IN ALL AREAS EXCEPT HIGH

TEMPERATURE AREAS.

Q SPRINKLERS IN ELEVATOR SHAFTS, ELEVATOR PITS AND ELEVATOR MACHINE ROOMS

SHALL BE INTERMEDIATE TEMPERATURE RATING (200 DEG. F OR HIGHER). SPRINKLERS IN

ELEVATOR MACHINE ROOMS SHALL BE STANDARD RESPONSE TYPE.

R ALL PENDENT TYPE SPRINKLERS LOCATED IN SUSPENDED CEILING TILES SHALL BE

LOCATED IN THE CENTER OF THE CEILING TILE.

S ANNULAR SPACE AT PIPE AND OTHER SIMILAR PENETRATION OF FIRE RATED ASSEMBLIES

SHALL BE FIRE STOPPED. REFER TO SPECIFICATIONS FOR FIRE STOPPING. REFER TO

ARCHITECTURAL DRAW INGS FOR CONSTRUCTION, LAYOUT AND FIRE RATING OF FLOORS,

W ALLS, PARTITIONS AND OTHER BUILDING ELEMENTS.

T A FLOW TEST IS REQUIRED. REFER TO SPECIFICATION SECTION 21 13 13 FOR FLOW TEST

INFORMATION.

U ALL SPRINKLER ZONES SHALL MATCH SMOKE COMPARTMENTS.

V REFER TO ARCHITECTURAL DRAW INGS FOR INFORMATION ON SMOKE COMPARTMENTS,

SMOKE PARTITIONS AND FIRE BARRIERS.

W PHASING: REFER TO ARCHITECTURAL DRAW INGS FOR AN OUTLINE OF PROJECT PHASING.

ADDITIONAL NOTES DESCRIBING PHASING DETAILS MAY BE INCLUDED THROUGHOUT THIS

DRAW ING SET. INCLUDE ALL LABOR AND MATERIAL TO ACCOMMODATE PHASING.

X BID ITEMS: REFER TO ARCHITECTURAL DRAW ING AND SPECIFICATION SECTION 01 00 00

FOR AN OUTLINE OF BID ITEMS. ADDITIONAL NOTES DESCRIBING BID ITEM DETAILS MAY

BE INCLUDED THROUGHOUT THIS DRAW ING SET.

Y SPRINKLER SYSTEM PIPING AND FITTINGS SHALL BE IN ACCORDANCE W ITH NFPA 13:

1 PIPING SIZES 2 INCHES AND SMALLER SHALL BE BLACK STEEL SCHEDULE 40 W ITH

THREADED END CONNECTIONS.

2 PIPING SIZES 2.5 INCHES AND LARGER SHALL BE BLACK STEEL SCHEDULE 10 W ITH

GROOVED CONNECTIONS. GROOVES IN SCHEDULE 10 PIPING SHALL BE ROLLED

GROOVED ONLY.

Z ANY RENOVATION W ORK REQUIRED "OUTSIDE" OF THE BOUNDARIES/EXTENTS OF A

SPECIFIC PHASE OF W ORK (OR TEMPORARY CONSTRUCTION W ALLS) SHALL BE BID AS

"NIGHT W ORK" AND SHALL BE AS DIRECTED BY THE COR.

FIRE SUPPRESSION DESIGN NOTES

P: 937-224-0861 www.heapy.com

VA Project No.

JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Departm ent of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

PROJECT NO. STATE COA FIRM NO.

/1

/2

:4

:5

A

M

Repair Existing Elevators & Install Elevator in CLC

06/17/2020

LEGEND & GENERAL NOTES

FX001

KMBEW L

19012.00

538-20-206

Chillicothe, Ohio

STATION

RYAN JETER

100% SUBMITTAL

2019-05178 01528

3131 Newmark Drive, Suite 200 Miamisburg, Ohio 45342 |www.johnpoe.com| 937.461.3290

SHEET LIST - FIRE SUPPRESSION

SHEET NUMBER SHEET NAME

FX001 LEGEND & GENERAL NOTES

FX100 PARTIAL FLOOR PLANS

Revisions Date

1 35% Submittal 10-14-2019

2 65% Submittal 11-18-2019

3 95% Submittal 01-02-2020

4 100% Submittal 04-21-2020

5 Bid Set 06-17-2020

UP

UP UP

UP

DN

UP

DN

DN

2 1 1

A B D E F

C

B.8 D.2C.2 C.8

AREA OF WORK

AREA OF WORK

AREA OF WORK

P: 937-224-0861 www.heapy.com

VA Project No.

JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Departm ent of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

PROJECT NO. STATE COA FIRM NO.

/1

/2

:4

:1

A

M

Repair Existing Elevators & Install Elevator in CLC

06/17/2020

PARTIAL FLOOR PLANS

FX100

KMBEW L

19012.00

538-20-206

Chillicothe, Ohio

STATION

RYAN JETER

100% SUBMITTAL

2019-05178 01528

3131 Newmark Drive, Suite 200 Miamisburg, Ohio 45342 |www.johnpoe.com| 937.461.3290

GENERAL NOTES

A REFER TO FX001 FOR LEGEND & GENERAL NOTES.

PLAN NOTES

1 EXISTING SPRINKLERS TO REMAIN.

2 LIMITS OF RENOVATED AREA REQUIRING EXISTING SPRINKLER

SYSTEM MODIFICATIONS. PROVIDE NEW SPRINKLER IN ELEVATOR

SHAFT.

N Scale: 1/8" = 1'-0"1

B28 - FIRST FLOOR - FIRE

N Scale: 1/8" = 1'-0"2

B31 - FIRST FLOOR-FIRE

N Scale: 1/8" = 1'-0"3

B210/211 CONNECTOR - GROUND FLOOR - FIRE

N.T.S.Scale:

BUILDING 210/211 - FIRE SUPPRESSION KEY PLAN

N.T.S.Scale:

BUILDING 28 - FIRE SUPPRESSION KEY PLAN

N.T.S.Scale:

BUILDING 31 - FIRE SUPPRESSION KEY PLAN

Revisions Date

1 35% Submittal 10-14-2019

2 65% Submittal 11-18-2019

3 95% Submittal 01-02-2020

A1

P1 P1OR

A1

OH

P2

B

P2

GENERAL FLOOR PLAN NOTES

RISER OR STACK NUMBER

DETAIL: B = DETAIL DESIGNATION

P2 = SHEET W HERE DETAIL IS LOCATED

FIRE SUPPRESSION HAZARD CLASSIFICATION AND HAZARD

CLASSIFICATION GROUP

SECTION: 1 = SECTION DESIGNATION

P2 = SHEET W HERE DETAIL IS LOCATED

EQUIPMENT REFERENCE. LETTER DESIGNATION VARIES. REFER TO

SCHEDULES.

EQUIPMENT, DEVICE, OR PLUMBING FIXTURE MARK. LETTER

DESIGNATIONS REFER TO SCHEDULES.

CONNECT TO EXISTING

PLAN NOTE. APPLIES ONLY TO THE SHEET W HICH IT IS SHOW N UNLESS

NOTED OTHERW ISE.

DETAIL NOTE. APPLIES ONLY TO THE ASSOCIATED DETAIL.

"UP TO" SYMBOL (ITEM ON FLOOR ABOVE)

10" 10"

ELEV: 8' - 0"ELEV: 8' - 0"

TOE: 3' - 0"

BOE: 0' - 6"

APPROXIMATE DIMENSION ABOVE FINISHED FLOOR TO TOP OR

BOTTOM OF EQUIPMENT, UNLESS NOTED OTHERW ISE

APPROXIMATE DIMENSION ABOVE FINISHED FLOOR TO CENTERLINE OF

PIPE, UNLESS NOTED OTHERW ISE

FIRE SUPPRESSION SYMBOLS

CONCEALED PENDENT SPRINKLER

FS

PIV

S

FIRE HYDRANT

FLOW SW ITCH

GATE VALVE OS&Y

INSTITUTIONAL PENDENT SPRINKLER

PENDENT SPRINKLER

POST INDICATOR VALVE

RECESSED PENDENT SPRINKLER

SIDE W ALL SPRINKLER

SUPERVISED VALVE

UPRIGHT SPRINKLER

PIPING SYMBOLS

BOTTOM CONNECTION (45°)

BRANCH TEE CONNECTION (NOTE: BULLHEAD TEE'S ARE NOT

PERMITTED)

DIRECTION OF PITCH

DROP

ELBOW DOW N

ELBOW UP

EXISTING PIPE TO BE REMOVED

EXISTING PIPE TO REMAIN

FLOW DIRECTION DESIGNATION

PUMP

RISE

TOP CONNECTION (45°)

TOP CONNECTION (90°)

BOTTOM…