Attachment E - Drawing 19-181 Fire Suppression .pdf

NOTE: NOT ALL SYMBOLS MAY BE USED ON THIS PROJECT

SEMI-RECESSED SPRINKLER HEAD

UPRIGHT SPRINKLER HEAD

FIRE LINEFL

CONCEALED SPRINKLER HEAD

PENDANT SPRINKLER HEAD

SIDEWALL SPRINKLER HEAD

FIRE DEPARTMENT CONNECTION (FDC)

FIRE DRAINDRAIN

POINT OF NEW CONNECTION

LIMIT OF DEMOLITION

NEW WORK KEYNOTE

DEMOLITION KEYNOTE

FIRE PROTECTION CONTRACTORFPC

TAMPER SWITCH

FLOW SWITCH

CHECK VALVE

GATE VALVE

EXTERIOR ALARM GONG (WATER ACTIVATED)

TEST AND DRAIN ASSEMBLY

BACKFLOW PREVENTER

T&D

TS

FS

ORDINARY HAZARD

GROUP 1 OCCUPANCY

DETAIL OR SECTION MARK

SHOWN ON DRAWING

DETAIL MODULE NUMBER

ORDINARY HAZARD

GROUP 2 OCCUPANCY

LIGHT HAZARD

THE FIRE PROTECTION DRAWING IS DESIGNED TO BE IN CONFORMANCE WITH NFPA

13. IT IS A PERFORMANCE BASED DRAWING INDICATING THE EXTENT OF FIRE

PROTECTION WORK FOR THE AREA THAT THIS DRAWING REPRESENTS. THIS

DRAWING IS “FOR INFORMATION ONLY”, AS A REFERENCE FOR THE FIRE

PROTECTION CONTRACTOR TO BASE THE DESIGN OF THE FIRE PROTECTION

SYSTEM ON. THE CONTRACTOR SHALL VERIFY THE EXACT CONDITIONS THAT THIS

DRAWING REPRESENTS, INCLUDING ANY PERCEIVED CONCEALED SPACES, AND THE

BUILDING TYPE AND CONSTRUCTION AS OUTLINED IN THE INTERNATIONAL BUILDING

CODE, PRIOR TO THE START OF WORK. REFER TO THE INTERNATIONAL BUILDING

CODE, NFPA 13, AND THE PROJECT SPECIFICATIONS FOR OTHER FIRE PROTECTION

REQUIREMENTS.

FLUSHING CONNECTION

FEED OR CROSS MAIN.

TYPICAL TEE WITH

CROSS MAIN PITCH

TOWARDS FEED MAIN.

NOTE: INSTALL FLUSHING

CONNECTION AT END OF

CROSS MAINS.

2" NIPPLE 4" LONG

WITH CAP.

MECHANICAL TEE

NEW PIPING

MECHANICAL TEE

SCREWED END

NOTE: SEE FLOOR

PLAN FOR EXISTING

AND NEW PIPE SIZES.

STEEL BEAM

RETAINING STRAP

C-CLAMP

THREADED HANGER ROD

ADJUSTABLE RING HANGER

NOTE: HANGING DETAILS SHOWN ARE SUBJECT

TO REQUIREMENTS OF SEISMIC DESIGN.

EXPANSION ANCHOR HILT QUIK

BOLT TZ OR APPROVED EQUAL.

EXPANSION ANCHOR SHALL BE

QUALIFIED FOR USE IN CRACKED

CONCRETE PER ACI 355.2

EXISTING CONCRETE SLAB

AUTO. SPRINKLER PIPE

SET SCREW

SURGE RESTRAINER

DUCTWORK OR OTHER

OBSTRUCTION OVER

48" IN WIDTH.

UPRIGHT HEAD

SPRINKLER BRANCH LINE

ALL EXPOSED

SPRINKLER PIPING

SHALL BE PAINTED RED.

UPRIGHT HEAD.

PROVIDE GAURD.

NOTES:

1. SPRINKLER CONTRACTOR SHALL PROVIDE SPRINKLER ABOVE AND BELOW DUCT OR

OTHER OBSTRUCTION OVER 48" IN WIDTH.

2. SPRINKLER CONTRACTOR SHALL COORDINATE WITH THE HVAC AND GENERAL

CONTRACTOR.

3. SPRINKLER CONTRACTOR SHALL INCLUDE COST OF ADDITIONAL SUPPORTS, AS

REQUIRED. ADDITIONAL SUPPORTS SHALL BE IN FULL CONFORMANCE WITH NFPA

REQUIREMENTS. ADDITIONAL SUPPORTS SHALL NOT BE HUNG FROM DUCT WORK.

INSTALL INSULATION AFTER

CAULKING SLEEVE, SEAL AS

REQUIRED.

FIRE RATED WALL AND OR SLAB.

STEEL PIPE SLEEVE TERMINATE

SLEEVE FLUSH WITH FINISHED

SURFACE.

FIRESTOPPING APPROVED

(BY LOCAL CODES)

FINISHED ESCUTCHEON PLATE

FLUSH AGAINST WALL AND OF

SIZE TO COMPLETELY COVER

OPENING.

APPROVED TYPE FIRE SAFE &

SMOKE TIGHT CAULKING SEALER

BETWEEN BARE PIPE AND SLEEVE.

NOTE: MINIMUM SIZE OF OPENINGS AROUND SPRINKLER PIPE PENETRATIONS OF

CONCRETE OR CMU WALLS SHALL BE IN ACCORDANCE WITH NFPA 13 SEISMIC

REQUIREMENTS.

1" X ARMOVER

1" 90 EL

1" X DROP

DROP NIPPLE

1" x 1/2" R.C. REDUCER

NOTE:

1. ALL SPRINKLERS SHALL BE FM APPROVED QUICK RESPONSE.

2. ALL EXPOSED PIPING SHALL BE PAINTED RED.

SUSPENDED CEILING

HANGERS SHALL

BE PROVIDED AS

REQUIRED BY

NFPA 13 TYPICAL

1" x 2" NIPPLE

BRANCH LINE

PENDENT SPRINKLER HEAD

SPRINKLER RISER.

INDICATING BUTTERFLY VALVE

WITH TAMPER SWITCH 7'-0" AFF -

IF GREATER THAN 7'-0" PROVIDE

LADDER.

WATER FLOW SWITCH.

PRESSURE GAUGE.

TO SPRINKLER SYSTEM.

AUXILIARY DRAIN VALVE.

1" INSPECTOR'S TEST VALVE.

SIGHT GLASS.

2" DRAIN CONNECTION. TIE IN TO EXISTING

DRAIN PIPING.

1. LOCATIONS SHOWN FOR EXISTING FIRE PROTECTION PIPE AND EQUIPMENT ARE APPROXIMATE. THE CONTRACTOR IS TO FIELD VERIFY THE EXACT LOCATIONS OF EXISTING FIRE PROTECTION LINES AND EQUIPMENT INCLUDING RISERS AND VALVES

PRIOR TO THE START OF WORK.

2. COORDINATE WITH VA FOR ANY SHUTDOWNS OR PLANNED INTERRUPTIONS OF THE FIRE PROTECTION SERVICE. THE CONTRACTOR SHALL GIVE THE VA THREE (3) DAYS NOTICE PRIOR TO THE PLANNED SHUTDOWN OR INTERRUPTION.

3. COORDINATE DEMOLITION OF FIRE PROTECTION PIPING WITH OTHER PIPING WHICH IS NOT TO BE REMOVED. PROTECT

OTHER PIPING WHICH IS NOT TO BE REMOVED FROM DAMAGE, DIRT, AND DEBRIS.

4. ALL FIRE PROTECTION RELATED EQUIPMENT AND PIPING WHICH IS REMOVED FROM THE BUILDING IS TO BE TAKEN OFFSITE

AND DISPOSED OF.

1. THE FIRE PROTECTION CONTRACTOR SHOULD USE NFPA-13 (CURRENT EDITION), CHAPTER 27, “PLANS AND CALCULATIONS” AS A GUIDELINE WHEN PREPARING SUBMITTALS FOR REVIEW. DISREGARD ONLY THOSE ITEMS NOT APPLICABLE TO THE INDIVIDUAL BUILDING SYSTEM. FIRE PROTECTION MATERIALS, EQUIPMENT AND INSTALLATION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF NFPA-13 FOR THE INSTALLATION OF AUTOMATIC SPRINKLER SYSTEM.

2. THE FIRE PROTECTION CONTRACTOR SHALL COMPLY WITH THE VA FIRE PROTECTION DESIGN MANUAL AND NFPA 101.

INSTALLATION SHALL MEET THE REQUIREMENTS OF THE VA.

3. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS AND ROOM FINISH SCHEDULE WHICH INDICATE CEILING HEIGHTS.

COORDINATE WITH ARCHITECT'S REFLECTED CEILING PLAN FOR PROPOSED LOCATION OF SPRINKLER HEADS IN AREAS WITH CEILINGS. LOCATE HEADS IN AREAS WITHOUT CEILINGS AS REQUIRED BY NFPA AND VA REQUIREMENTS FOR THE

APPROPRIATE HAZARD CLASSIFICATION.

4. THIS FACILITY SHALL BE A TOTALLY SPRINKLERED BUILDING. FIRE SUPPRESSION SYSTEM SHALL BE WET PIPE TYPE SYSTEM WITH COMPLETE SPRINKLER PROTECTION UNLESS NOTED OTHERWISE. SYSTEM TO BE DESIGNED AS REQUIRED BY NFPA

AND VA REQUIREMENTS FOR THE APPROPRIATE HAZARD CLASSIFICATION.

5. SPRINKLER HEAD LAYOUTS INDICATED ARE BASED ON OCCUPANCY HAZARD CLASSIFICATIONS OUTLINED IN NFPA-13 AND VA

STANDARDS.

6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO HYDRAULICALLY CALCULATE SPRINKLER REQUIREMENTS PER THE APPROPRIATE HAZARD OCCUPANCY AND PROVIDE ACTUAL NUMBER OF HEADS, REQUIRED SPACING AND PIPE ROUTING AS REQUIRED FOR CLEARANCE WITH STRUCTURAL CONDITIONS AND OTHER TRADES TO PROVIDE A COMPLETE AND OPERABLE

SYSTEM IN ACCORDANCE WITH NFPA AND VA REQUIREMENTS.

7. FIRE PROTECTION CONTRACTOR SHOULD OBTAIN FLOW TEST DATA INDICATING THE WATER FLOW AND PRESSURE AVAILABLE TO THE FACILITY OR MAKE ARRANGEMENTS TO HAVE A FLOW TEST PERFORMED. FIRE PROTECTION CONTRACTOR TO INCLUDE IN THEIR BID, ALL COSTS ASSOCIATED WITH FLOW TEST. SUBMIT HYDRAULIC CALCULATIONS

AND PLANS RELATED TO A MINIMUM OF 1 REMOTE AREA FOR REVIEW.

8. PIPING IS SHOWN IN SCHEMATIC FORM TO INDICATE APPROXIMATE ARRANGEMENT OF EQUIPMENT AND PIPING. SPRINKLER CONTRACTOR SHALL DESIGN THE SYSTEM AND ROUTE PIPING AS REQUIRED FOR CONFORMANCE WITH ACTUAL BUILDING CONDITIONS AND NFPA REQUIREMENTS. COORDINATE SPRINKLER WORK WITH ALL OTHER TRADES TO AVOID CONFLICT.

9. REFER TO SPECIFICATION SECTIONS IN DIVISION 21 FOR ADDITIONAL INFORMATION PERTAINING TO THE FIRE PROTECTION

SYSTEM.

10. SUPPORT ALL NEW PIPING AND EQUIPMENT FROM STRUCTURE ABOVE AS REQUIRED. CONTRACTOR SHALL PROVIDE ALL SUPPLEMENTAL STEEL TO SPAN BETWEEN PRIMARY BUILDING STRUCTURAL MEMBERS. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE DESIGN OF SUPPLEMENTAL STEEL AND SUPPORTS INCLUDING REACTION LOADS AT PRIMARY

BUILDING STRUCTURAL MEMBERS.

11. PROVIDE SPRINKLER HEADS IN CONCEALED LOCATIONS PER NFPA REQUIREMENTS.

12. DURING CONSTRUCTION PROCEDURES, THE ENTIRE WORK AREA SHALL BE CLEAN OF ALL DUST, DIRT, AND OTHER DEBRIS

BEFORE APPLICATION OF ANY NEW MATERIALS.

13. THESE DRAWINGS INDICATE THE GENERAL EXTENT OF THE WORK AND ARE NOT INTENDED TO SHOW OR DESCRIBE ALL

WORK REQUIRED FOR THE FULL PERFORMANCE AND COMPLETION OF CONTRACT DOCUMENTS.

14. PROVIDE ALL LABOR, MATERIALS, TOOLS, EQUIPMENT, ETC. REQUIRED FOR COMPLETE AND FUNCTIONAL SYSTEM AS

SPECIFIED AND INDICATED ON THE DRAWINGS.

15. INCLUDE IN BID PERMIT, INSPECTION, AND OTHER FEES REQUIRED BY LOCAL MUNICIPALITY OR VA REQUIRED FOR

COMPLETION OF WORK SO NO ADDITIONAL EXPENSES ARE INTRODUCED TO VA.

16. PROMPTLY INFORM THE VA, IN WRITING, OF ANY DEVIATIONS IN THE CONTRACT DOCUMENTS FROM REQUIREMENTS OF LOCAL LAWS AND REGULATIONS. PERFORM WORK IN ACCORDANCE WITH SUCH REQUIREMENTS AT NO ADDITIONAL COST

TO THE VA.

17. FIRE PROTECTION CONTRACTOR SHALL SUBMIT ONE COMPLETE SET OF AUTOMATIC SPRINKLER SYSTEM DRAWINGS, HYDRAULIC CALCULATIONS, CURRENT WATER FLOW TEST, AND THE EQUIPMENT DATA BROCHURES PREPARED BY OR UNDER THE SUPERVISION OF, AND SEALED BY A PROFESSIONAL ENGINEER. THE SUBMITTAL SHALL BE SENT TO THE VA FOR REVIEW AND APPROVAL. SYSTEM SHALL ALSO BE IN COMPLIANCE WITH ALL REQUIRED PLUMBING CODES.

18. ALL EXPENSES CARRIED BY THE A/E IN TROUBLESHOOTING SYSTEM(S) PROBLEMS CAUSED BY INADEQUATE WORKMANSHIP, LACK OF TECHNICAL EXPERTISE OR OTHER FORMS OF POOR PERFORMANCE ON THE PART OF A CONTRACTOR, SHALL BE

BORN BY THAT CONTRACTOR.

19. PROVIDE FIRE STOPS / SEALANT AT ALL PIPE PENETRATIONS THROUGHOUT FIRE RATED WALLS. REVIEW ARCHITECTURAL

PLANS PRIOR TO BIDDING AND INDICATE PENETRATIONS ON SPRINKLER LAYOUT SUBMITTAL.

20. ELECTRONIC FLOW AND TAMPER SWITCHES ARE TO BE PURCHASED AND INSTALLED BY SPRINKLER CONTRACTOR, WIRED

BY ELECTRICAL CONTRACTOR.

21. WATER SERVICE AND DETECTOR TYPE REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER TO BE PROVIDED, INSTALLED AND TESTED BY PLUMBING CONTRACTOR. INCORPORATE ASSOCIATED PRESSURE DROP OF SELECTED

BACKFLOW PREVENTER DEVICE IN HYDRAULIC CALCULATIONS.

22. FIRE PROTECTION CONTRACTOR SHALL FURNISH AND INSTALL ARMOVER SUPPORTS FOR ALL END OF LINE BRANCH LINES

PER NFPA-13.

23. ALL DROPS TO SPRINKLER HEADS SHALL TEE / ELBOW OFF TOP OF BRANCH PIPE, EXCEPT WHERE STRUCTURAL, ARCHITECTURAL OR MECHANICAL EQUIPMENT CONDITIONS PRECLUDE CONVENTIONAL INSTALLATION.

24. SPRINKLER HEADS SHALL BE IN A SYMMETRICAL PATTERN, NOT NECESSARILY IN THE CENTER OF ROOMS, CORRIDORS OR

CEILING TILE.

25. THE FIRE PROTECTION CONTRACTOR SHALL LOCATE THE INSPECTOR'S TEST CONNECTION AND MAIN DRAIN LOCATIONS IN

ACCORDANCE WITH NFPA-13.

26. FIRE DEPARTMENT CONNECTION SHALL BE LOCATED NOT MORE THAN 100 FEET AWAY FROM THE NEAREST FIRE HYDRANT CONNECTED TO AN APPROVED WATER SUPPLY AND SHALL BE LOCATED NOT LESS THAN 18 INCHES, NOR MORE THAN 48

INCHES ABOVE ADJACENT SURFACE.

27. STANDPIPES SHALL BE PROVIDED IN EACH REQUIRED EGRESS STAIRWAY, WITH 4 INCH DIAMETER MINIMUM SIZE.

28. CLASS 1 SYSTEM SHALL BE PROVIDED WITH 2 1/2 INCH HOSE CONNECTIONS AT EACH INTERMEDIATE LANDING BETWEEN FLOORS IN EACH REQUIRED EGRESS EXIT STAIRWAY. COORDINATE TYPE OF HOSE CONNECTIONS WITH THE AUTHORITY

HAVING JURISDICTION.

1. DURING THE TIME THAT THE FIRE PROTECTION RENOVATION WORK IS BEING PERFORMED, AND THE FIRE PROTECTION SYSTEM IS DOWN AND OUT OF COMMISSION, THE FIRE PROTECTION CONTRACTOR SHALL HAVE SUFFICIENT PERSONNEL

ONSITE TO KEEP A “FIRE WATCH” ON THE FACILITY PER VA REQUIREMENTS.

2. A FIRE PROTECTION WATCH IS IMPLEMENTED TO ENSURE THE FIRE SAFETY OF A BUILDING IN THE EVENT OF ANY ACT, OR SITUATION INSTIGATING AN INCREASED RISK TO PERSONS OR PROPERTY. THE TERM “FIRE WATCH” IS USED TO DESCRIBE A DEDICATED PERSON OR PERSONS WHO’S SOLE RESPONSIBILITY IS TO LOOK FOR FIRES WITHIN AN ESTABLISHED AREA.

3. IN THE OPINION OF THE FIRE AND LIFE-SAFETY GROUP (FLS) OF FACTORY MUTUAL (FM), ANY REQUIRED FIRE PROTECTION SYSTEM THAT IS OUT OF SERVICE FOR MORE THAN 4 HOURS AND OCCUPIED IS REQUIRED TO ESTABLISH A FIRE WATCH. FOR THE PERSON OR PERSONS ASSIGNED TO THE FIRE WATCH, THIS MUST BE THEIR ONLY JOB DUTY DURING THE TIME PERIOD OF

THE FIRE PROTECTION RENOVATION WORK.

4. IN ADDITION THE BUILDING OWNER IS REQUIRED TO HAVE AN IMPAIRMENT COORDINATOR. THE OUT OF SERVICE EQUIPMENT MUST BE TAGGED “OUT OF SERVICE”. AN OUT OF SERVICE TAG MUST BE PLACED AT THE FIRE ALARM PANEL AND THE FIRE DEPARTMENT CONNECTION (REFERENCE INTERNATIONAL FIRE CODE- CHAPTER 9, SECTION 901.7).

5. FIRE WATCH PERSONNEL ARE TO KEEP WATCH FOR FIRES IN THE GENERAL AREA OF PERFORMANCE, THE PERSONS

PERFORMING THE FIRE WATCH ARE NOT PERMITTED TO PERFORM ANY OTHER DUTIES.

6. FIRE WATCH PERSONNEL ARE TO HAVE FIRE EXTINGUISHING EQUIPMENT READILY AVAILABLE AND TO BE TRAINED IN ITS USE.

7. THE QUANTITY OF PERSONNEL INVOLVED IN THE FIRE WATCH IS TO BE ADEQUATE SUCH THAT EACH FLOOR, LEVEL, AND

ROOM OF THE FIRE AREA IS COVERED.

8. IN GENERAL, A FIRE WATCH IS TO FULFILL THE INTENT OF NFPA-72 AS FOLLOWS: 1. NOTIFY OCCUPANTS TO EVACUATE WHEN THERE IS A FIRE IN THE BUILDING; 2. NOTIFY THE CENTRAL MONITORING STATION TO INITIATE EMERGENCY PERSONNEL RESPONSE; 3. ACTIVATE FIRE PROTECTION SYSTEMS IN ORDER TO RELEASE DOOR HOLDERS, CLOSE SMOKE DAMPERS, AND

SHUT DOWN FANS.

1. CONTRACTOR SHALL COMPLY WITH THE VA'S INFECTION CONTROL RISK ASSESSMENT REQUIREMENTS AND WRITTEN DUST

CONTROL PLAN.

2. EXISTING AIR QUALITY REQUIREMENTS AND OTHER UTILITY REQUIREMENTS FOR OCCUPIED AREAS SHALL BE MAINTAINED.

3. RENOVATION AREAS SHALL BE ISOLATED FROM OCCUPIED AREAS DURING CONSTRUCTION USING AIRTIGHT BARRIERS.

PROVIDE EXHAUST AIRFLOW IN A MANNER THAT SHALL BE SUFFICIENT TO MAINTAIN NEGATIVE AIR PRESSURE IN THE CONSTRUCTION ZONE. COORDINATE TEMPORARY BARRIERS WITH INTERIM LIFE SAFETY MEASURES.

4. FIRE PROTECTION SYSTEM REVISIONS SHALL BE PROPERLY PERFORMED TO LIMIT WATERBORNE OPPORTUNISTIC

PATHOGENS.

5. CRUCIAL VENTILATION SPECIFICATIONS FOR AIR BALANCE AND FILTRATION SHALL BE VERIFIED BEFORE OWNER'S

ACCEPTANCE.

Engineers Architects

Revisions: Date

Drawing Title

Approved:

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

NOT FOR

CONSTRUCTIO

N

NOT FOR

CONSTRUCTIO

N

Date: Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

/2 /2

:4

:5

P M

C U s e rs

\w s h ip le y \D o c u m e n ts

\M -1

-1

-V

A D

U R

H A

M -S

P S

E Q

U

IP

M E

N T

I N

S T

A L

L -N

C w s h ip le y .r v t

FX001

FIRE SUPPRESSION GENERAL

INFORMATION

1 2WRS

SPS EQUIPMENT

INSTALLATION

DURHAM VA MEDICAL CENTER

508 FULTON ST

DURHAM, NC 27705 OCTOBER 23, 2020

CONSTRUCTION DOCUMENTS

558-19-30219-181

SPG

FIRE SUPPRESSION SYMBOLS AND ABBREVIATIONS

Scale: No Scale

MECHANICAL TEE AND FLUSHING CONNECTION DETAIL

Scale: No Scale

PIPE HANGER SUPPORT DETAIL

Scale: No Scale

SPRINKLER ABOVE AND BELOW DUCT DETAIL

Scale: No Scale

SPRINKLER PIPE SLEEVE THRU FIRE RATED WALL

Scale: No Scale

TYPICAL SEMI-RECESSED PENDENT SPRINKLER

Scale: No Scale

TYPICAL FLOOR CONTROL VALVE ASSEMBLY DETAIL

FIRE SUPPRESSION DEMOLITION GENERAL NOTES

FIRE SUPPRESSION GENERAL NOTES

BUILDING AND OCCUPANT SAFETY - INTERRUPTION OF

FIRE PROTECTION SERVICE

INFECTION CONTROL MEASURES

1 2

1 2

PROCEDURE

FG165

PROCEDURE 2

FG315

PROCEDURE 3

FG313

SUPPLIES

FG310

PROCEDURE 4

FG308

ANTE RM

FG317

OFFICE

FG316

TOILET

FG314

STORAGE

FG312

ASSIST

FG311

CLERIC AL

FG309

GAS

FG189

OFFICE

FG172

NEW EXIT PASSAGEWAY

FG400C

STAFF LOCKERS

FG403

STAFF T

FG220

CLEAN SUPPLIES

FG221

WAITING

FG222A

WAITING

FG222B

EXAM

FG224

EXAM

FG226

FG319

SCOPES SOIL

FG318

SCOPES CLEAN

CIRCULATION

FG300B

1 2

1 2

PROCEDURE

FG165

PROCEDURE 2

FG315

PROCEDURE 3

FG313

SUPPLIES

FG310

PROCEDURE 4

FG308

ANTE RM

FG317

OFFICE

FG316

TOILET

FG314

STORAGE

FG312

ASSIST

FG311

CLERIC AL

FG309

GAS

FG189

OFFICE

FG172

NEW EXIT PASSAGEWAY

FG400C

STAFF LOCKERS

FG403

STAFF T

FG220

CLEAN SUPPLIES

FG221

WAITING

FG222A

WAITING

FG222B

EXAM

FG224

EXAM

FG226

CIRCULATION

FG300B

Engineers Architects

## KEY NOTES:

# KEY NOTES:

Revisions: Date

Drawing Title

Approved:

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

NOT FOR

CONSTRUCTIO

N

NOT FOR

CONSTRUCTIO

N

WALL RATING LEGEND

1 HR - FIRE BARRIER

2 HR - FIRE BARRIER

SMOKE RESISTIVE HAZARDOUS AREA

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

S S S S

/2 /2

:4

:5

P M

FX101

PARTIAL GROUND FLOOR FIRE

SUPPRESSION PLAN - DEMOLITION +

NEW WORK

2 2WRS

SPS EQUIPMENT

INSTALLATION

DURHAM VA MEDICAL CENTER

508 FULTON ST

DURHAM, NC 27705 OCTOBER 23, 2020

CONSTRUCTION DOCUMENTS

558-19-30219-181

SPG

1 PROVIDE NEW SPRINKLER HEADS AS PER

NEW LAYOUT.

2 PROVIDE NEW BRANCH PIPING AS REQUIRED.

N

KEY PLAN

SCALE: NO SCALE

AREA OF WORK

GROUND FLOOR

0 2 4 8

NORTH

PLAN

0 2 4 8

NORTH

PLAN

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

PARTIAL GROUND FLOOR FIRE SUPPRESSION PLAN - DEMOLITION

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

PARTIAL GROUND FLOOR FIRE SUPPRESSION PLAN - NEW WORK

1 REMOVE EXISTING SPRINKLER HEAD IN

THIS AREA BEING RENOVATED.

2 DEMOLISH SPRINKLER BRANCH PIPING UP

TO THE MAIN.