Attachment 13 - Fire Protection.pdf

FIRE PROTECTION LEGEND

NOTE: SOME ABBREVIATIONS AND SYMBOLS SHOWN ON THIS LEGEND MAY NOT PERTAIN TO THIS PROJECT

GENERAL LEGEND

SYMBOL DESCRIPTION

OS&Y VALVE

FIRE DEPARTMENT CONNECTION

FIRE PROTECTION RISER

GATE VALVE

ALARM CHECK VALVE

BALL VALVE

PRESSURE REGULATING VALVE

BUTTERFLY VALVE

FLOW SWITCH

SYMBOL DESCRIPTION

PIPE TURNING DOWN

PIPE TURNING UP

FS FLOW SWITCH

TS TAMPER SWITCH

HOSE HOSE LINE CABINET

LH LIGHT HAZARD

OH-1 ORDINATY HAZARD - GROUP 1

OH-2 ORDINATY HAZARD - GROUP 2

FLUSHING CONNECTION OR CAP

A

B

SIM

FP

SECTION SYMBOL:

A = IDENTIFYING LETTER

B = SHEET WHERE SECTION IS SHOWN

SIM = SIMILAR

(ONLY NOTED IF IT APPLIES)

FIRE PROTECTION RISER DESIGNATION:

A = RISER IDENTIFYING SYSTEM TYPE

1 =

REVISION CLOUD AND

REVISION NUMBER

A TITLE SYMBOL ON SHEET WHERE SHOWN

A = IDENTIFYING NUMBER/LETTER

RISER IDENTIFYING SYSTEM NUMBER

SYMBOL DESCRIPTION

FIRE PROTECTION ABBREVIATIONS

AS ABOVE SLAB

AHJ AUTHORITY HAVING JURISDICTION

AFF ABOVE FINISHED FLOOR

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

ASTM AMERICAN STANDARDS TESTING MATERIALS

BFP BACKFLOW PREVENTER

BLDG BUILDING

BOR BOTTON OF RISER

BS BELOW SLAB

CAP CAPACITY

CONN CONNECTION

CONT CONTINUOUS

CV CHECK VALVE

DIA DIAMETER

DN DOWN

DP DRY PENDENT

DS DRY SIDE WALL

DWG DRAWING

ELEV ELEVATION

ºF DEGREES FAHRENHEIT

FDC FIRE DEPARTMENT CONNECTION

FDV FIRE DEPARTMENT VALVE

FM FACTORY MUTUAL

FP FIRE PROTECTION

FS FLOW SWITCH

FT FEET

GA GAUGE

GAL GALLON(S)

GALV GALVANIZED

GPM GALLONS PER MINUTE

HD HEAD

HP HORSEPOWER

HR HOUR

HYD HYDRANT

HZ HERTZ

IE INVERT ELEVATION

ID INTERNAL DIAMETER

IN INCHES

IPS INTERNATIONAL PIPE STANDARD

ABBR. DESCRIPTION ABBR. DESCRIPTION

KW KILOWATT

LF LINEAR FEET

MAX MAXIMUM

MIN MINIMUM

NA NOT APPLICABLE

NC NORMALLY CLOSED

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NG NITROGEN GENERATOR

NTS NOT TO SCALE

OD OUTSIDE DIAMETER

OS&Y OUTSIDE SCREW AND YOLK

P PUMP

PH PHASE

PIV POST INDICATING VALVE

POC POINT OF CONNECTION

PSI POUNDS PER SQUARE INCH

PS PRESSURE SWITCH

QR QUICK RESPONSE

RM ROOM

RPM REVOLUTIONS PER MINUTE

SF SQUARE FEET

SPEC SPECIFICATIONS

SR STANDARD RESPONSE

STD STANDARD

TEMP TEMPERATURE

TDH TOTAL DYNAMIC HEAD

TOR TOP OF RISER

TS TAMPER SWITCH

TYP TYPICAL

UG UNDERGROUND

UL UNDERWRITER'S LABORATORY

UNO UNLESS NOTED OTHERWISE

V VOLTS

VA DEPARTMENT OF VETERANS AFFAIRS

VIV VALVE IN VERTICAL

VLV VALVE

VOL VOLUME

W/ WITH

SHEET NOTE CALLOUT1

FIRE PROTECTION COMPLIANCE NOTES FIRE PROTECTION GENERAL NOTES

BUILDING DESIGN:

THE REPLACEMENT OUTPATIENT CLINIC DESIGN AT COAST GUARD CAPE COD IS A

NEW ONE STORY 16,373 SQFT BUSINESS OCCUPANCY BUILDING.

SCOPE OF WORK:

THE FIRE PROTECTION SPRINKLER CONTRACTOR SHALL HAVE THE DELEGATED

ENGINEER DESIGN AND HYDRAULICALLY CALCULATE THE NEW FIRE SPRINKLER

SYSTEM FOR THE NEW BUILDING SPACES AS INDICATED ON THE FIRE PROTECTION

DRAWINGS AND IN THE FIRE PROTECTION SPECIFICATIONS.

THE BUILDING SHALL BE FULLY PROTECTED BY A FULLY AUTOMATIC WET SYSTEM IN

ACCORDANCE WITH NFPA 13 2022 EDITION. ALL SPRINKLER HEADS SHALL BE QUICK

RESPONSIVE TYPE AND INSTALLED IN CENTER OF CEILING TILES. THE OCCUPIED

SPACES WILL BE SERVED BY A WET FIRE PROTECTION SYSTEM. SPRINKLER

CONTRACTOR SHALL USE FLOW TEST DATA WHEN PERFORMING HYDRAULIC

CALCULATIONS.

FIRE PROTECTION SPRINKLER CONTRACTOR SHALL COORDINATE THE DESIGN AND

INSTALLATION OF THE FIRE PROTECTION SPRINKLER SYSTEM AND DELIVER A

COMPLETE, FULLY FUNCTIONAL, AND TESTED FIRE PROTECTION SYSTEM THAT

MEETS THE REQUIREMENTS OF THE FIRE PROTECTION DRAWINGS, FIRE PROTECTION

SPECIFICATIONS, LISTED CODES AND STANDARDS, AND THE REQUIREMENTS OF THE

VA. THE FIRE PROTECTION SPRINKLER CONTRACTOR SHALL PROVIDE AND INSTALL

NEW MATERIALS THAT ARE UL LISTED AND\OR FM APPROVED AS REQUIRED BY THE

FIRE PROTECTION DRAWINGS AND THE FIRE PROTECTION SPECIFICATIONS. THE FIRE

PROTECTION SPRINKLER CONTRACTOR SHALL INTEGRATE THE NEW FIRE SPRINKLER

SYSTEM WITH THE NEW FIRE ALARM SYSTEM.

FLOW TEST DATA:

48 PSI STATIC; 787 GPM AT 25 PSI RESIDUAL; 1,032 GPM AT 10 PSI FOR SPRINKLER

SYSTEM; FLOW TEST RESULTS HAVE BEEN COMPLETED ON FIRE HYDRANT #68 ON

EAST HOSPTIAL ROAD BY JBCC FIRE DEPARTMENT FROM THE CITY OF CAPE COD ON

06/23/2022 AT 08:30 AM.

THE HYDRANT TESTED IS 19 FT. ABOVE THE FINISHED BUILDING ELEVATION AND THE

WATER TOWER WAS DRAINED TO MINIMUM WATER LEVELS DURING THE TEST DUE

TO MAINTENANCE. THEREFORE, THE AVAILABLE FLOW FOR THE BUILDING FIRE

PROTECTION SYSTEM WILL BE GREATER THAN THE CURRENT FLOW TEST DATA.

FLOW TEST INFORMATION NOT BASED ON ANY VARIATIONS WITH SYSTEM PRESSURE

OVER A 24 HOUR PERIOD.

BACKFLOW PREVENTION AND METERING SPECIFICATIONS:

THE BACKFLOW PREVENTION DEVICE ASSEMBLY AND METERING EQUIPMENT WILL

MEET THE REQUIREMENTS OF THE LOCAL WATER PURVEYOR. ALL NEW INTERIOR

FIRE PROTECTION EQUIPMENT SHALL BE UL LISTED OR FM APPROVED.

QUALITY AND PERFORMANCE SPECIFICATIONS OF ALL INTERIOR FIRE PROTECTION

COMPONENTS:

ALL NEW INTERIOR FIRE PROTECTION EQUIPMENT EQUIPMENT SHALL BE UL LISTED

OR FM APPROVED.

VALVING AND ALARM REQUIREMENTS TO MINIMIZE POTENTIAL FOR IMPAIRMENTS AND

UNRECOGNIZED FLOW OF WATER:

THE FIRE SPRINKLER RISER FOR THIS BUILDING AND ALL CONTROL VALVE, POST

INDICATOR AND BACKFLOW PREVENTER WILL BE EQUIPPED WITH AN ALARM CHECK

VALVE AND WATER FLOW SWITCH, WITH A LOCAL ALARM BELL AND FIRE ALARM PANEL.

ACCEPTANCE TEST CRITERIA:

FIRE SPRINKLER SYSTEM SHALL BE DESIGNED PER NFPA 13, 2022 EDITION AND SHALL

COMPLY WITH THE VA AS THE SOLE AUTHORITY HAVING JURISDICTION (AHJ). THE

ACCEPTANCE TESTING OF THE FIRE SPRINKLER SYSTEM AND IT'S COMPONENTS SHALL

CONSIST OF ALL APPLICABLE ITEMS SHOWN ON THESE TWO FORMS, NFPA 13, 2022

EDITION, ANNEX A (FIG. A.29.1) CONTRACTOR'S MATERIAL AND TEST CERTIFICATE FOR

ABOVE GROUND PIPING. SEE NFPA 13, 2022 EDITION CHAPTER 29 FOR SYSTEM

ACCEPTANCE AND NFPA 25, 2020 INSPECTION TESTING AND MAINTENANCE.

A. CHAPTER 29, SYSTEM ACCEPTANCE

B. 29.1 APPROVAL OF SPRINKLER SYSTEM

C. 29.2 ACCEPTANCE REQUIREMENTS

D. 29.3 INSTRUCTIONS

E. 29.4 HYDRAULIC DESIGN INFORMATION SIGNS

APPLICABLE NFPA AND VA STANDARDS TO BE APPLIED:

A. U.S. DEPARTMENT OF VETERAN AFFAIRS FIRE PROTECTION DESIGN MANUAL -

EIGHTH EDITION, JUNE 2021

B. INTERNATIONAL BUILDING CODE 2018 EDITION

C. NFPA 13, 2022 EDITION, STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS

D. NFPA 25, 2020 EDITION, INSPECTION, TESTING AND MAINTENANCE OF WATER BASED

FIRE PROTECTION SYSTEM.

E. NFPA 55, 2020 EDITION, COMPRESSED GASES AND CRYOGENIC FLUIDS

F. NFPA 101, 2021 EDITION, LIFE SAFETY CODE

CLASSIFICATION OF HAZARD OCCUPANCY FOR EACH ROOM OR AREA:

LIGHT HAZARD:

SPACES WITH LOW QUANTITY AND COMBUSTIBILITY OF CONTENTS

I.E. OFFICES, EXAM ROOMS, CORRIDORS, MEETING ROOMS, BREAK ROOMS,

AND RESTROOMS.

ORDINARY HAZARD GROUP 1:

SPACES WITH MODERATE QUANTITY AND LOW COMBUSTIBILITY OF CONTENTS

I.E. LABORATORIES, MECHANICAL ROOMS, ELECTRICAL ROOMS, JANITOR

CLOSETS, AND AUTOPSY.

ORDINARY HAZARD GROUP 2:

SPACES WITH MODERATE TO HIGH QUANTITY AND COMBUSTIBILITY OF CONTENTS

I.E. NITROGEN STORAGE, CLEAN AND SOILED UTILITY ROOMS, MODERATE

QUANTITY AND MODERATE COMBUSTIBILITY STORAGE (UP TO 12 FT IN

HEIGHT),CLEAN AND SOILED LINEN ROOMS, AND LAUNDRY.

DESIGN APPROACH:

SPRINKLER SYSTEM TO EXTEND INTO ALL AREAS IN ACCORDANCE WITH NFPA 13 LIGHT

HAZARD OR AS NOTED. LISTED AND APPROVED SIDEWALL (5.60 K-FACTOR) AND

PENDENT (5.60 K-FACTOR) SPRINKLER HEADS TO BE PROVIDED. UPRIGHT (5.60 K-

FACTOR) HEADS TO BE PROVIDED WHERE NOTED ON DRAWINGS.

1. FIRE PROTECTION SYSTEM SHALL COMPLY WITH NFPA 13 (2022 EDITION) AND VA FIRE

PROTECTION DESIGN MANUAL (2021 EDITION) FOR INSTALLATION OF SPRINKLER

SYSTEMS. INSPECTION, TESTING, AND MAINTENANCE SHALL COMPLY TO NFPA 25 (2020

EDITION). FINAL INSPECTION AND APPROVAL BY THE VA (AHJ).

2. SPRINKLER SHOP DRAWINGS AND MATERIAL SUBMITTALS SHALL BE SUBMITTED TO

THE ARCHITECT/ENGINEER AND STATE FIRE MARSHALL AND SHALL BE APPROVED

PRIOR TO ANY INSTALLATION. THE ENGINEER OF RECORD SHALL HAVE THE RIGHT TO

REJECT ANY SUBMITTALS.

3. CUTTING OF STRUCTURAL AND/OR ARCHITECTURAL MEMBERS TO BE DONE ONLY WITH

THE WRITTEN APPROVAL OF THE ARCHITECT AND STRUCTURAL ENGINEER.

4. FITTINGS REQUIRED FOR PROPER INSTALLATION, COORDINATION WITH OTHER

EXISTING TRADES, AND/OR TO MAINTAIN PROPER CLEARANCES SHALL BE PROVIDED.

VERIFY STRUCTURAL, MECHANICAL, ELECTRICAL INSTALLATIONS AND AVOID AN/ALL

OBSTRUCTIONS OR INTERFERENCES WITH FIRE PROTECTION PIPE ROUTING.

5. CONTRACTOR SHALL MAKE A FIELD VISIT TO VERIFY ARCHITECTURAL REFLECTED

CEILING CONDITIONS AND ELECTRICAL LIGHTING, CEILING CONFIGURATIONS AND

HEIGHTS.

6. FIRE STOP ALL PENETRATIONS OF SMOKE/FIRE WALLS, CEILINGS, FLOORS, ROOFS,

ETC., FLASH AND COUNTERFLASH ROOF PENETRATIONS.

7. PROVIDE ACCESS PANELS TO ALL VALVES ABOVE NON-ACCESSIBLE CEILINGS AND

CHASES.

8. SPRINKLER HEADS ARE TO BE COORDINATED WITH ALL LOCATIONS OF DIFFUSERS,

SPEAKERS, LIGHTING FIXTURES, CEILING SYSTEMS AND STRUCTURAL SYSTEM.

9. INDICATE CENTER TO CENTER DIMENSIONS AND/OR PIPE CUT LENGTHS AND NOMINAL

PIPE DIAMETERS ON ALL PIPING. INDICATE PIPE TYPE, SCHEDULE OF WALL THICKNESS

AND METHOD OF JOINING ON SHOP DRAWING.

10. PROVIDE STOCK OF EXTRA SPRINKLERS IN ACCORDANCE WITH NFPA 13.

11. PROVIDE DETAIL AND INDICATE TYPE OF HANGERS TO BE INSTALLED FOR SPRINKLER

PIPING. METHODS OF HANGING PIPES, HEADERS AND BRANCHES SHALL BE IN

ACCORDANCE WITH NFPA 13. ALL HANGERS ON 4" PIPE AND LARGER SHALL BE CLEVIS-

TYPE HANGERS. HANGERS SHALL NOT INTERFERE WITH ANY OTHER TRADE. POWDER

DRIVEN STUDS SHALL NOT BE USED.

12. ALL GROOVED & SCREWED FITTINGS SHALL BE UL/FM APPROVED AND SUBMITTED TO

THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO ANY INSTALLATION. THE

ENGINEER OF RECORD RESERVES THE RIGHT TO DISAPPROVE ANY FITTING. ALL

SCREWED PIPING SHALL BE SCHEDULE 40 BLACK STEEL PIPE IN ACCORDANCE WITH

SPECIFICATIONS ASTM A120 AND SHALL BE JOINED BY SCREWED JOINTS IN

ACCORDANCE WITH SPECIFICATION ANSI B2.1. ALL GROOVED PIPING 2-1/2" OR LARGER

SHALL BE SCHEDULE 10 BLACK STEEL.

13. WELD-O-LETS SHALL BE TWO SIZES SMALLER THAN CROSS MAIN, NO LENGTH OF

CROSS MAIN SHALL BE GREATER THAN 10'-0". ALL SPRINKLER PIPING & FITTINGS SHALL

BE INSTALLED ABSOLUTELY RUST-FREE.

14. AUTOMATIC SPRINKLER TEMPERATURE RATINGS OF FUSIBLE ELEMENTS TO BE IN

ACCORDANCE WITH NFPA 13.

15. ALL VALVES FOR FIRE SERVICE SHALL BE LISTED BY THE UNDERWRITER'S

LABORATORIES, INC. AND THE FACTORY MUTUAL LABORATORIES. VALVES SHALL BE

FACTORY MARKED "UL" OR "FM", AND RATED FOR 175 WORKING PRESSURE.

16. SPRINKLER COVERAGE SHALL COMPLY WITH NFPA 13. SPRINKLER LOCATIONS WITH

RESPECT TO OBSTRUCTIONS SHALL COMPLY WITH NFPA 13-2022, CHAPTER 9, OR THE

APPROPRIATE CHAPTER BASED ON SPRINKLER TYPE.

17. IMMEDIATELY NOTIFY THE ARCHITECT/ENGINEER OF ANY DISCREPANCIES FOUND

BETWEEN THESE PLANS, OTHER ENGINEERING PLANS, THE ARCHITECTURAL PLANS

AND/OR FIELD CONDITIONS PRIOR TO FINAL BID PRICE OR FINAL PERMITTING.

18. IN CASE OF DISPUTE OR DOUBT AS TO INTENT OF DRAWINGS OR SPECIFICATIONS,

OBTAIN ARCHITECT/ENGINEER'S WRITTEN DECISION BEFORE PROCEEDING WITH BID

OR WORK INVOLVED.

19. BEFORE SUBMITTING PROPOSAL OR BID, EXAMINE ALL DRAWINGS AND SPECIFICATIONS

RELATING TO THIS PROJECT, THE AMOUNT OF SPACE AVAILABLE FOR PIPING, EQUIPMENT

AND CONNECTING SERVICES, THE SCOPE OF SITE OF THE WORK, THE REQUIREMENTS TO

CORRELATE THE FIRE PROTECTION WORK WITH THAT OF OTHER TRADES AND THE TIME

SCHEDULE NECESSARY TO PERFORM THAT WORK.

20. PIPE SHALL BE REAMED AND CLEANED BEFORE ASSEMBLY, AND AFTER ASSEMBLY THE

ENTIRE PIPING SYSTEM SHALL BE FLUSHED CLEAN.

21. ADJUST NEW SPRINKLER PIPING AND SPRINKLER HEAD PLACEMENT TO ACCOMMODATE

EXISTING CEILING HEIGHTS AND STRUCTURAL CONFIGURATIONS.

22. PROVIDE SPRINKLERS ABOVE AND BELOW EXPOSED DUCTWORK 4 FEET OR WIDER.

23. PROVIDE HAZARD COVERAGE FOR THE FUNCTIONS FOR EACH AREA.

24. INDICATE THE LOCATION AND SIZE OF BLIND SPACES AND CLOSETS.

25. INDICATE THE TOTAL SQUARE FOOT AREA PROTECTED BY SYSTEM(S).

26. INDICATE THE NUMBER OF SPRINKLERS ON EACH RISER.

27. ALL PENDENT SPRINKLERS SHALL BE CENTER OF TILE, UNLESS MAXIMUM DISTANCES FROM

WALLS OR BETWEEN HEADS IS EXCEEDED OR UNLESS SHOWN DIFFERENTLY ON

DRAWINGS. IF NOT POSSIBLE ALL SPRINKLER HEADS MOUNTED IN CEILING SHALL BE

LOCATED A MINIMUM OF 4" AWAY FROM ANY WALLS, CEILING GRID MEMBERS, CEILING

HEIGHT CHANGES OR ANY OTHER VERTICAL INTERSECTING STRUCTURAL SURFACE.

28. FIRE PROTECTION CONTRACTOR SHALL ASSIST IN PREPARATION OF COORDINATION

DRAWINGS FOR ALL LEVELS WHICH INDICATE ALL THE ENGINEERING DISCIPLINES & FIRE

PROTECTION PIPING. THESE DRAWINGS SHALL BE PREPARED & APPROVED BY THE

ENGINEER OF RECORD PRIOR TO ANY INSTALLATION.

29. FIRE SPRINKLER PIPING SHALL NOT TRAVEL OVER THE TOPS OF ELECTRICAL

PANELBOARDS.

30. PROVIDE TEFLON COATING FOR ALL SPRINKLERS IN ANY CORROSIVE AREA.

31. REFER TO ARCHITECTURAL DRAWINGS FOR CEILING HEIGHTS IN EACH AREA.

32. ALL MATERIALS, WHERE APPLICABLE, SHALL BE U.L. LISTED OR FACTORY MUTUAL

APPROVED FOR USE IN AUTOMATIC SPRINKLER SYSTEMS. ALL NEW PIPING SHALL BE

HYDROSTATICALLY TESTED FOR TWO HOURS IN ACCORDANCE WITH NFPA 13. MINIMUM

HYDROSTATIC TEST PRESSURE SHALL BE 200 PSI.

33. FLEXIBLE SPRINKLER CONNECTIONS SHALL ONLY BE PERMITTED UPON VA APPROVAL. IF

FLEXIBLE SPRINKLER CONNECTIONS ARE PERMITTED AND USED, HYDRAULIC

CALCULATIONS MUST BE PERFORMED AND SUBMITTED TO THE ENGINEER OF RECORD.

34. THE SMALL ROOM RULE SHALL BE ACCEPTABLE FOR PLACEMENT OF SPRINKLERS PER

NFPA 13-2022, 10.2.5.2.3.

LIGHT HAZARD:

SYSTEM TYPE: WET PIPE AUTOMATIC SPRINKLER SYSTEM, USING STEEL SUPPLY

PIPING TO NEW QUICK RESPONSE, PENDENT OR UPRIGHT HEADS.

K-FACTOR: 5.6.

DENSITY: 0.10 GPM/SQ.FT.

AREA OF OPERATION: 900 SQ FT MIN AND 1500 SQ FT MAX (DESIGN AREA

REDUCTION MAY ONLY BE USED IF CEILING HEIGHT AND AREA CLASSIFICATION

PERMITS PER NFPA 13 2022 EDITION.

HEAD TEMPERATURE RATING: 155 DEGREES F.

SPACING: 225 SQ. FT. MAX. PER SPRINKLER HEAD OR BY MANUFACTURER

LITERATURE.

HOSE ALLOWANCE: 100 GPM

ORDINARY HAZARD GROUP 1:

SYSTEM TYPE: WET PIPE AUTOMATIC SPRINKLER SYSTEM, USING STEEL SUPPLY

PIPING TO NEW QUICK RESPONSE, PENDENT OR UPRIGHT HEADS.

K-FACTOR: 5.6, 8.0, 11.2, OR 14.0.

DENSITY: 0.15 GPM/SQ.FT.

AREA OF OPERATION: 900 SQ FT MIN AND 1500 SQ FT MAX (DESIGN AREA

REDUCTION MAY ONLY BE USED IF CEILING HEIGHT AND AREA CLASSIFICATION

PERMITS PER NFPA 13 2022 EDITION.

HEAD TEMPERATURE RATING: 155 DEGREES F.

SPACING: 130 SQ. FT. MAX. PER SPRINKLER HEAD OR BY MANUFACTURER

LITERATURE.

HOSE ALLOWANCE: 250 GPM

ORDINARY HAZARD GROUP 2:

SYSTEM TYPE: WET PIPE AUTOMATIC SPRINKLER SYSTEM, USING STEEL SUPPLY

PIPING TO NEW QUICK RESPONSE, OR STANDARD SPRAY UPRIGHT, SEMI-

RECESSED PENDENT, OR SIDEWALL HEADS.

K-FACTOR: 5.6, 8.0, 11.2, OR 14.0.

DENSITY: 0.20 GPM/SQ.FT.

AREA OF OPERATION: 900 SQ FT MIN AND 1500 SQ FT MAX (DESIGN AREA

REDUCTION MAY ONLY BE USED IF CEILING HEIGHT AND AREA CLASSIFICATION

PERMITS PER NFPA 13 2022 EDITION).

HEAD TEMPERATURE RATING: 155 DEGREES F.

SPACING: 130 SQ. FT. MAX. PER SPRINKLER HEAD OR BY MANUFACTURER

LITERATURE.

HOSE ALLOWANCE: 250 GPM

HAZARD CLASSIFICATION

LIGHT HAZARD

NOTES:

PROVIDE A HYDRAULICALLY CALCULATED AUTOMATIC SPRINKLER SYSTEM FOR A LIGHT HAZARD OCCUPANCY WITH A MINIMUM DENSITY/AREA OF 0.10 GPM/SF OVER 1500 SF PER NFPA 13. SPRINKLER CONTRACTOR SHALL AQUIRE ANY FLOW TEST OR FIRE PUMP DATA FOR HYDRAULIC CALCULATIONS. THE LATEST FLOW TEST OR FIRE PUMP DATA MUST BE WITHIN THE PAST 12 MONTHS. PER THE VA FIRE PROTECTION DESIGN MANUAL 6.1.D, CONTRACTOR MAY USE PIPE SCHEDULE METHOD FOR EXTENSION OF EXISTING

PIPE SCHEDULE SYSTEMS WHERE WATER SUPPLY IS ADEQUATE (2022 NFPA 13 19.2.2).

ORDINARY HAZARD GROUP 1

PROVIDE A HYDRAULICALLY CALCULATED AUTOMATIC SPRINKLER SYSTEM FOR AN ORDINARY HAZARD GROUP 1 OCCUPANCY WITH A MINIMUM DENSITY/AREA OF 0.15 GPM/SF OVER 1500 SF PER NFPA 13. SPRINKLER CONTRACTOR SHALL AQUIRE ANY FLOW TEST OR FIRE PUMP DATA FOR HYDRAULIC CALCULATIONS. THE LATEST FLOW TEST OR FIRE PUMP DATA MUST BE WITHIN THE PAST 12 MONTHS. PER THE VA FIRE PROTECTION DESIGN MANUAL 6.1.D, CONTRACTOR MAY USE PIPE SCHEDULE METHOD FOR EXTENSION OF EXISTING PIPE SCHEDULE SYSTEMS WHERE WATER SUPPLY IS ADEQUATE (2022 NFPA 13 19.2.2).

ORDINARY HAZARD GROUP 2

PROVIDE A HYDRAULICALLY CALCULATED AUTOMATIC SPRINKLER SYSTEM FOR AN ORDINARY HAZARD GROUP 2 OCCUPANCY WITH A MINIMUM DENSITY/AREA OF 0.20 GPM/SF OVER 1500 SF PER NFPA 13. SPRINKLER CONTRACTOR SHALL AQUIRE ANY FLOW TEST OR FIRE PUMP DATA FOR HYDRAULIC CALCULATIONS. THE LATEST FLOW TEST OR FIRE PUMP DATA MUST BE WITHIN THE PAST 12 MONTHS. PER THE VA FIRE PROTECTION DESIGN MANUAL 6.1.D, CONTRACTOR MAY USE PIPE SCHEDULE METHOD FOR EXTENSION OF EXISTING PIPE SCHEDULE SYSTEMS WHERE WATER SUPPLY IS ADEQUATE (2022 NFPA 13 19.2.2).

KEY

N/A SPRINKLERS AND FIRE PROTECTION ARE NOT REQUIRED.

HAZARD CLASSIFICATION LEGEND

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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 www.abovegroupinc.com COA/CA Lic. No. 31120

FULLY SPRINKLERED305 East Dr., Suite H, Melbourne, Florida 32904

PH: 321.345.9026

BI

M

- C on st ru ct

R ep la ce m en t O ut pa tie nt C lin ic

/0

C on st . R ep la ce . O ut pa tie nt

C lin ic

R

.rv t

2/ 9/

0:

:4

AM

FP001

FIRE PROTECTION LEGENDS &

SYMBOLS

REPLACEMENT OUTPATIENT

CLINIC DESIGN AT COAST

GUARD CAPE COD

JOINT BASE CAPE COD, BARNSTABLE MA

650-318

BUILDING 1

02/10/2023 JFR WRH

100% CONSTRUCTION

DOCUMENTS

SHEET LIST

Sheet Number Sheet Name

FP001 FIRE PROTECTION LEGENDS & SYMBOLS

FP111 FIRE PROTECTION HAZARD CLASSIFICATIONS

FP112 PARTIAL FIRST FLOOR PLAN - FIRE PROTECTION - WEST

FP113 PARTIAL FIRST FLOOR PLAN - FIRE PROTECTION - EAST

FP501 FIRE PROTECTION DETAILS

Revisions Date

HAZARD CLASSIFICATION

LIGHT HAZARD

ORDINARY HAZARD GROUP 1

ORDINARY HAZARD GROUP 2

KEY

N/A

H G F E D C B A

I

VESTIBULE

WAITING

CORRIDOR

WAITING

RECEPTION

RECEPTION

WORKROOM

NURSE MANAGER

TOILET PUBLIC

TOILET PUBLIC

VOLUNTEER

CORRIDOR

SOCIAL WORKER

ELEC

SPECIMEN

COLLECTION

TOILET WMN'S

TOILET PATIENT

EXAM RM WOMEN'S

HEALTH

ULTRASOUND

TREATMENT

EXERCISE AREA

EXAM / PT/OT

EXAM / TRIAGE

PROCEDURE

ROOM, GENERAL

TOILET PROC.

TOILET STAFF

EXAM /

TELE-HEALTH

EXAM

CLOSET

CORRIDOR

MED ROOM

TOILET STAFF

TEAM WORK AREA

EXAM/TRIAGE

EXAM / MENTAL

HEALTH

EXAM /

TELE-HEALTH

EXAM / AUDIOLOGY

124 EXAM / EYE TEST

123EXAM

MULTI-PURPOSE

ROOM

MULTI-PURPOSE

ROOM

GROUP THERAPY

ROOM, MENTAL

HEALTH

CONSULT RM,

MENTAL HLTH

CONSULT RM,

MENTAL HLTH

CONSULT RM,

MENTAL HLTH

CONSULT RM,

MENTAL HLTH

CONSULT RM,

MENTAL HLTH

CONSULT RM,

MENTAL HLTH

CONSULT RM,

MENTAL HLTH

OFFICE

CORRIDOR

UTILITY SOILED

ELECTRICAL ROOM

MECHANICAL

JANITOR CLOSET

WORKSTATIONS,

MENTAL HEALTH

STAFF LOUNGE &

LOCKERS

STORAGE MEDICAL

& GENERAL

COMMUNICATIONS

UTILITY CLEAN

OFFICE

CLOSET

H.2 H.1 F.7 F.5 F.3 E.5 D.9 D.7 D.6 D.5 D.3 C.6 C.5 C.3 B.7 A.4

5.5

3.7

3.6

3.3

3.1

2.7

2.5

2.4

1.9

1.5

1.3

CLOSET

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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 www.abovegroupinc.com COA/CA Lic. No. 31120

FULLY SPRINKLERED305 East Dr., Suite H, Melbourne, Florida 32904

PH: 321.345.9026

BI

M

- C on st ru ct

R ep la ce m en t O ut pa tie nt C lin ic

/0

C on st . R ep la ce . O ut pa tie nt

C lin ic

R

.rv t

2/ 9/

0:

:5

AM

FP111

FIRE PROTECTION HAZARD

CLASSIFICATIONS

REPLACEMENT OUTPATIENT

CLINIC DESIGN AT COAST

GUARD CAPE COD

JOINT BASE CAPE COD, BARNSTABLE MA

650-318

BUILDING 1

02/10/2023 JFR WRH

100% CONSTRUCTION

DOCUMENTS

CODED NOTES:

SPRINKLERS ARE NOT REQUIRED IN THIS AREA. AREA IS CLASSIFIED AS A CEILING POCKET AND

MEETS ALL THE REQUIREMENTS OF NFPA13 2022 10.2.9.2.

DRAWING NOTES:

1. REFER TO FP112 AND FP113 FOR SPRINKLER PIPING AND NOTES ON FIRE PROTECTION SYSTEM

DESIGN.

2. PROVIDE A HYDRAULICALLY CALCULATED AUTOMATIC SPRINKLER SYSTEM FOR THE HAZARD

CLASSIFICATIONS SHOWN ON PLANS PER NFPA 13 AND VA GUIDELINES. REFER TO FIRE PROTECTION

COMPLIANCE NOTES ON SHEET FP001.

1/8" = 1'-0"FP111

1 FIRST FLOOR PLAN - HAZARD CLASSIFICATIONS - FIRE PROTECTION

0 4' 8' 16' 24'

1/8" = 1'-0"

N

H G F E D

I

4" FM

VESTIBULE

WAITING

CORRIDOR

WAITING

RECEPTION

RECEPTION

WORKROOM

NURSE MANAGER

TOILET PUBLIC

TOILET PUBLIC

VOLUNTEER

CORRIDOR

SOCIAL WORKER

ELEC

SPECIMEN

COLLECTION

TOILET WMN'S

TOILET PATIENT

EXAM RM WOMEN'S

HEALTH

ULTRASOUND

TREATMENT

EXERCISE AREA

EXAM / PT/OT

EXAM / TRIAGE

PROCEDURE

ROOM, GENERAL

TOILET PROC.

TOILET STAFF

EXAM /

TELE-HEALTH

EXAM

CLOSET

CORRIDOR

MED ROOM

TOILET STAFF

TEAM WORK AREA

EXAM/TRIAGE

EXAM / MENTAL

HEALTH

EXAM /

TELE-HEALTH

EXAM / AUDIOLOGY

EXAM / EYE TEST

123EXAM

114MULTI-PURPOSE

ROOM

MULTI-PURPOSE

ROOM

113 GROUP THERAPY

ROOM, MENTAL

HEALTH

CONSULT RM,

MENTAL HLTH

CONSULT RM,

MENTAL HLTH

CONSULT RM,

MENTAL HLTH

CONSULT RM,

MENTAL HLTH

CONSULT RM,

MENTAL HLTH

CONSULT RM,

MENTAL HLTH

CONSULT RM,

MENTAL HLTH

H.2 H.1 F.7 F.5 F.3 E.5 D.9 D.7 D.6 D.5 D.3 C.6 C.5 C.3

5.5

3.7

3.6

3.3

3.1

2.7

2.5

2.4

1.9

1.5

1.3

TOILET PATIENT

125 EXAM / AUDIOLOGY

M

AT

C H

LI

N

E -C

O N

TI

N

U

ED

O N

D W

G

/F P1

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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 www.abovegroupinc.com COA/CA Lic. No. 31120

FULLY SPRINKLERED305 East Dr., Suite H, Melbourne, Florida 32904

PH: 321.345.9026

BI

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R ep la ce m en t O ut pa tie nt C lin ic

/0

C on st . R ep la ce . O ut pa tie nt

C lin ic

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2/ 9/

0:

:5

AM

FP112

PARTIAL FIRST FLOOR PLAN -

FIRE PROTECTION - WEST

REPLACEMENT OUTPATIENT

CLINIC DESIGN AT COAST

GUARD CAPE COD

JOINT BASE CAPE COD, BARNSTABLE MA

650-318

BUILDING 1

02/10/2023 JFR WRH

100% CONSTRUCTION

DOCUMENTS

CODED NOTES:

WALL MOUNTED FIRE DEPARTMENT SIAMESE CONNECTION. PROVIDE AUTOMATIC BALL DRIP. REFER

TO DETAIL 7/FP501.

FOLDING PARTITION WALL. ENSURE SPRINKLER COVERAGE IS ADEQUATE WHEN THE WALL IS OPEN

AND CLOSED.

FDC CHECK VALVE ABOVE ACCESSIBLE CEILING.

DRAWING NOTES:

1. REFER TO FP111 FOR FIRE PROTECTION SPRINKLER HAZARD CLASSIFICATIONS.

2. PROVIDE A HYDRAULICALLY CALCULATED AUTOMATIC SPRINKLER SYSTEM FOR THE HAZARD

CLASSIFICATIONS SHOWN ON PLANS PER NFPA 13 AND VA GUIDELINES. REFER TO FIRE PROTECTION

COMPLIANCE NOTES ON SHEET FP001.

0 4' 8' 12' 16'

3/16" = 1'-0"

N

3/16" = 1'-0"FP112

1 PARTIAL FIRST FLOOR PLAN - FIRE PROTECTION - WEST

C B A

4" FM CONT. TO

SPRINKLERS

OFFICE

CORRIDOR

UTILITY SOILED

ELECTRICAL ROOM

MECHANICAL

JANITOR CLOSET

WORKSTATIONS,

MENTAL HEALTH

STAFF LOUNGE &

LOCKERS

STORAGE MEDICAL

& GENERAL

COMMUNICATIONS

UTILITY CLEAN

OFFICE

B.7 A.4

5.5

3.7

3.6

3.3

3.1

2.7

2.5

2.4

1.9

1.5

1.3

M

AT

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LI

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E -C

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TI

N

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O N

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4" FM

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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 www.abovegroupinc.com COA/CA Lic. No. 31120

FULLY SPRINKLERED305 East Dr., Suite H, Melbourne, Florida 32904

PH: 321.345.9026

BI

M

- C on st ru ct

R ep la ce m en t O ut pa tie nt C lin ic

/0

C on st . R ep la ce . O ut pa tie nt

C lin ic

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5/ 4/

:4

2:

A M

FP113

PARTIAL FIRST FLOOR PLAN -

FIRE PROTECTION - EAST

REPLACEMENT OUTPATIENT

CLINIC DESIGN AT COAST

GUARD CAPE COD

JOINT BASE CAPE COD, BARNSTABLE MA

650-318

BUILDING 1

02/10/2023 JFR WRH

100% CONSTRUCTION

DOCUMENTS

CODED NOTES:

SPRINKLERS WITHIN THIS REGION SHALL BE UPRIGHT TYPE. THE DISTANCE BETWEEN SPRINKLER

DEFLECTOR AND STRUCTURE ABOVE SHALL BE A MINIMUM OF 1" AND A MAXIMUM OF 12".

PROVIDE SPRINKLER HEADS UNDER ALL DUCTS AND OBSTRUCTIONS GREATER THAN 48" IN WIDTH

PER NFPA 13 IN THIS ROOM.

4" FIRE RISER LOCATION. PROVIDE A REDUCED PRESSURE DETECTOR ASSEMBLY BACKFLOW

PREVENTER ON FIRE MAIN. PROVIDE A WET RISER, ALARM RISER VALVE BASIS OF DESIGN VIKING J-1

WITH TRIM, AFTER BACKFLOW PREVENTER.

4" FIRE MAIN. REFER TO CIVIL PLANS FOR CONTINUATION.

FLUSH MOUNT FORWARD FLOW TEST HEADER CONNECTION. REFER TO DETAIL 5/FP501.

ROUTE DRAINS FROM RISER VALVES TO SPLASH BLOCK AT EXTERIOR OF BUILDING. TIE DRAIN FROM

FIRE PROTECTION BACKFLOW WITH DOMESTIC WATER BACKFLOW AND ROUTE TO EXTERIOR OF

BUILDING. COORDINATE WITH PLUMBING CONTRACTOR. REFER TO DETAIL 5/FP501.

DRAWING NOTES:

1. REFER TO FP111 FOR FIRE PROTECTION SPRINKLER HAZARD CLASSIFICATIONS.

2. PROVIDE A HYDRAULICALLY CALCULATED AUTOMATIC SPRINKLER SYSTEM FOR THE HAZARD

CLASSIFICATIONS SHOWN ON PLANS PER NFPA 13 AND VA GUIDELINES. REFER TO FIRE PROTECTION

COMPLIANCE NOTES ON SHEET FP001.

3/16" = 1'-0"FP113

1 PARTIAL FIRST FLOOR PLAN - FIRE PROTECTION - EAST 0 4' 8' 12' 16'

3/16" = 1'-0"

N

RECESSED CEILING

ESCUTCHEON

FINISH

CEILING

1" SUPPLY LINE

1"x1/2" REDUCING

COUPLING

PENDANT TYPE SPRINKLER HEAD

CEILING

1/2"REDUCER

BRANCH LINE

1" 90° ELL1" 90° ELL

1" DROP

NOTE:

1. THE CUMULATIVE HORIZONTAL LENGTH OF AN UNSUPPORTED ARM OVER TO A SPRINKLER, SPRINKLER DROP, OR SPRIG SHALL NOT EXCEED 24 IN FOR STEEL PIPE OR 12 IN FOR COPPER PIPE PER NFPA 13 17.4.3.5.

1. WALL ASSEMBLY--THE 1, 2, 3 OR 4 HR FIRE-RATED GYPSUM

WALLBOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE

MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL U300 OR

U400 SERIES WALL OR PARTITION DESIGNS IN THE UL FIRE RESISTANCE

DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION

FEATURES:

A. STUDS--WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS

(MAX 2 H FIRE RATED ASSEMBLIES OR STEEL CHANNEL STUDS.

WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN. LUMBER SPACED 16

IN. OC WITH NOM 2 BY 4 IN. LUMBER END PLATES AND CROSS

BRACES. STEEL STUDS TO BE MIN 3-5/8 IN. WIDE BY 1-3/8 IN. DEEP

CHANNELS SPACED MAX 24 IN. OC.

B. WALLBOARD, GYPSUM *--NOM 1/2 OR 5/8 IN. THICK, 4 FT. WIDE WITH

SQUARE OR TAPERED EDGES. THE GYPSUM WALLBOARD TYPE,

THICKNESS, NUMBER OF LAYERS, FASTENER TYPE AND SHEET

ORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL U300 OR

U400 SERIES DESIGN IN THE UL FIRE RESISTANCE DIRECTORY. MAX

DIAM OF OPENING IS 13-1/2 IN.

2. PIPE OR CONDUIT--NOM 12 IN. DIAM (OR SMALLER) SCHEDULE 10 (OR

HEAVIER) STEEL PIPE, NOM 12 IN. DIAM (OR SMALLER) SERVICE WEIGHT (OR

HEAVIER) CAST IRON SOIL PIPE, NOM 12 IN. DIAM (OR SMALLER) CLASS 50

(OR HEAVIER) DUCTILE IRON PRESSURE PIPE, NOM 6 IN. DIAM (OR SMALLER)

STEEL CONDUIT, NOM 4 IN. DIAM (OR SMALLER) STEEL ELECTRICAL

METALLIC TUBING, NOM 6 IN. DIAM (OR SMALLER) TYPE L OR (OR

HEAVIER) COPPER TUBING OR NOM 1 IN. DIAM (OR SMALLER) FLEXIBLE

STEEL CONDUIT. WHEN COPPER PIPE IS USED, MAX F RATING OF FIRESTOP

SYSTEM (ITEM 3) IS 2 H. STEEL PIPES OR CONDUITS LARGER THAN NOM 4 IN.

DIAM MAY ONLY BE USED IN WALLS CONSTRUCTED USING STEEL CHANNEL

STUDS. A MAX OF ONE PIPE OR CONDUIT IS PERMITTED IN THE FIRESTOP

SYSTEM. PIPE OR CONDUIT TO BE INSTALLED NEAR CENTER OF STUD

CAVITY WIDTH AND TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL

ASSEMBLY.

3. FILL, VOID OR CAVITY MATERIAL*--CAULK--CAULK FILL MATERIAL INSTALLED

TO COMPLETELY FILL ANNULAR SPACE BETWEEN PIPE OR CONDUIT AND

GYPSUM WALLBOARD AND WITH A MIN 1/4 IN. DIAM BEAD OF CAULK APPLIED

TO PERIMETER OF PIPE OR CONDUIT AT ITS EGRESS FROM THE WALL.

CAULK INSTALLED SYMMETRICALLY ON BOTH SIDES OF WALL ASSEMBLY.

THE HOURLY F RATING OF THE FIRESTOP SYSTEM IS DEPENDENT UPON

THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS

INSTALLED, AS SHOWN IN THE FOLLOWING TABLE. THE HOURLY T RATING

OF THE FIRESTOP SYSTEM IS DEPENDENT UPON THE TYPE OR SIZE OF THE

PIPE OR CONDUIT AND THE HOURLY FIRE RATING OF THE WALL ASSEMBLY

IN WHICH IT IS INSTALLED, AS TABULATED BELOW:

Max pipe or Conduit Diam

In.

+When copper is used, T Rating is 0h.

SECTION A-A

12 3/16 to 3/8

1/4 to 1/2 0 to 1-1/2 1/4 to 1/2 3 to 3/16

3 or 4 1 or 2

1 or 2 3 or 4 1 or 2 0

0+, 1 or 2 3 or 4

Minnesota Mining & Mfg. Co .--Types FB-2000, FB-2000+.

*Bearing the UL Classification Marking

System No. W-L-1001 (Formerly System No. 147)

F Rating--1, 2, 3 and 4 Hr (See Items 2 and 3) T Ratings--0, 1, 2, 3, and 4 Hr (See Items 2 and 3)

L Rating at Ambient--less than 1 CFM/sq ft L Rating At 400 F--less than 1 CFM/sq ft

Annular Space In. F Rating Hr. T Rating Hr.

A

A

1B

1A

1. FLOOR OR WALL ASSEMBLY - LIGHTWEIGHT OR NORMAL WEIGHT (100-150PCF) CONCRETE. EXCEPT AS NOTED IN TABLE UNDER ITEM 4, MIN THICKNESS OF SOLID CONCRETE FLOOR OR WALL ASSEMBLY IS 4-1/2". FLOOR MAY ALSO BE CONSTRUCTED OF A MIN. 6" THICK. UL CLASSIFIED HOLLOW CORE PRECAST CONCRETE UNITS*. WHEN FLOOR IS CONSTRUCTED OF HOLLOW CORE PRECAST CONCRETE UNITS, PACKING MATERIAL (ITEM 3) AND CAULK FILL MATERIAL (ITEM 4) TO BE INSTALLED SYMMETRICALLY ON BOTH SIDES OF FLOOR, FLUSH WITH FLOOR SURFACE. WALL ASSEMBLY MAY ALSO BE CONSTRUCTED OF ANY UL CLASSIFIED CONCRETE BLOCKS*.

MAX. DIA. OF OPENING IS IN SOLID LIGHTWEIGHT OR NORMAL WEIGHT CONCRETE. FLOOR IS 32" MAX. DIA. OF

OPENING IN FLOOR CONSTRUCTED OF HOLLOW-CORE PRECAST CONCRETE UNITS IS 7".

SEE CONCRETE BLOCKS (CAT) AND PRECAST CONCRETE UNITS (CT) CATEGORIES IN THE FIRE RESISTANCE

DIRECTORY FOR NAMES OF MANUFACTURERS.

1A. STEEL SLEEVE - (OPTIONAL, NOT SHOWN) - MAX. 15" ID (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL SLEEVE CAST OR GROUTED INTO FLOOR OR WALL ASSEMBLY. SLEEVE MAY EXTEND A MAX. OF 2" ABOVE TOP OF FLOOR OR BEYOND EITHER SURFACE OF WALL. MAX. 16" ID (OR SMALLER) MIN. 0.028 WALL THICKNESS (OR HEAVIER) GALVANIZED STEEL SLEEVE CAST OR GROUTED INTO FLOOR OR WALL ASSEMBLY. SLEEVE MAY

EXTEND A MAX. OF 1/2" BEYOND EITHER SURFACE OF FLOOR OR WALL.

2. THROUGH ENTRANTS - ONE METALLIC PIPE, CONDUIT OR TUBING TO BE INSTALLED EITHER CONCENTRIC ALLY OR ECCENTRIC ALLY WITHIN THE FIRESTOP SYSTEM. MAX. ANNULAR SPACE BETWEEN PIPE, CONDUIT OR TUBING AND EDGE OF THROUGH OPENING OR SLEEVE IS DEPENDENT ON THE PARAMETERS SHOWN IN ITEM 4.

MIN. ANNULAR SPACE BETWEEN PIPE OR CONDUIT AND EDGE OF THROUGH OPENING IS 0". (POINT CONTACT).

PIPE CONDUIT OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF FLOOR OR WALL ASSEMBLY. THE

FOLLOWING TYPES AND SIZES OF METALLIC PIPES, CONDUITS OR TUBING MAY BE USED

A. STEEL PIPE - NOM. 30" DIA. (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE

B. IRON PIPE - NOM. 30" DIA. (OR SMALLER) CAST OR DUCTILE IRON PIPE

C. CONDUIT - NOM. 6" DIA. (OR SMALLER) RIGID STEEL CONDUIT

D. CONDUIT - NOM. 4" DIA. (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING

E. COPPER TUBING - NOM. 8" DIA. (OR SMALLER) TYPE L (OR HEAVIER) COPPER TUBE

F. COPPER PIPE - NOM. 6" DIA. (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE

3. PACKING MATERIAL - POLYETHYLENE BACKER ROD OR NOM. 1" THICKNESS OF TIGHTLY PACKED MINERAL WOOL BATT OR GLASS FIBER INSULATION FIRMLY PACKED INTO OPENING AS A PERMANENT FORM. PACKING MATERIAL TO BE RECESSED FROM TOP SURFACE OF FLOOR OR FROM BOTH SURFACES OF WALL AS REQUIRED TO

ACCOMMODATE THE REQUIRED THICKNESS OF CAULK FILL MATERIAL (ITEM 4).

4. FILL, VOID OR CAVITY MATERIAL* - CAULK - APPLIED TO FILL THE ANNULAR SPACE FLUSH WITH TOP SURFACE OF FLOOR. IN WALL ASSEMBLIES, REQUIRED CAULK THICKNESS TO BE INSTALLED SYMMETRICALLY ON BOTH SIDES OF WALL, FLUSH WITH WALL SURFACE, AT POINT CONTACT LOCATION BETWEEN PENETRANT AND SLEEVE OR BETWEEN PENETRANT AND CONCRETE, A MIN. 1/4" DIA. BEAD OF CAULK SHALL BE APPLIED AT TOP SURFACE PIPE CONDUIT OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF FLOOR OR WALL OF FLOOR AND AT BOTH SURFACES OF WALL. THE HOURLY F RATINGS AND THE MIN. REQUIRED CAULK THICKNESS' ARE

DEPENDENT UPON A NUMBER OF PARAMETERS, AS SHOWN IN THE FOLLOWING TABLE:

A

4A

4 1 min. floor or wall nom. pipe tube or conduit thickness, in. dia.., in.

max. annular space, in. thickness, in.

min. caulk f rating, hr.

21/21-3/81/2-122-1/2 22-1/2 1/2-12 3-1/4 1 24-1/2 1/2-6 1-3/8 1/4 (A) 34-1/2 1/2-12 1-1/4 1/2

4-1/2 1/2-20 2 1 3 4-1/2

1/2-6

2 1 34-1/2 1/2-12 3-1/4 1 44-1/2

1/2-20

1-3/8 1 (B)

(A) min. 2" thickness of mineral wool batt insulation required in annular space.

(B) min. 1" thickness of mineral wool batt insulation required in annular space. on both sides of floor or wall assembly. min 1" thickness of caulk to be installed flush with each surface of floor or wall assembly.

minnesota mining and manufacturing co. - cp 25wb+.

*bearing the ul classification marking

SECTION A-A

System No. C-AJ-1044 (formerly system no. 319)

F Rating - 2, 3 and 4 Hr (see items 2A and 4) T Rating - 0 Hr

L Rating At Ambient - 2 CFM/sq ft L Rating At 400 F - less than 1 CFM/sq ft

PIPE DRAIN TO EXTERIOR AT

APPROXIMATELY 2'-0" ABOVE

GRADE. PROVIDE CONCRETE

SPLASH BLOCK

4" FIRE SERVICE

2"

BACKFLOW PREVENTER RATED

FOR VERTICAL INSTALLATION.

BASIS OF WATTS 4" 757DCDA-OSY

WITH CONTROL VALVES AND

TAMPER SWITCHES.

4" SUPPLY TO WET

SPRINKLER SYSTEM

FINISHED

FLOOR

PRESSURE GAUGE

MAIN DRAIN

(TYP)

RESTRICTION CHECK AND

BYPASS CONNECTION

PRESSURE

GAUGE

FLOW SWITCH (TYP)

ANGLE VALVE

(TYP)

WET ALARM CHECK

VALVE WITH ALARM

PRESSURE SWITCH

4" TO FDC

CHECK VALVE. SEE SHEET

FP112 FOR LOCATION.

GRADE

2" DRAIN

6" x 4" TAG. SPRINKLER

CONTRACTOR TO IDENTIFY

SYSTEM NUMBER (TYP)

CONCRETE THRUST BLOCK.

REFER TO CIVIL DRAWING

C016 FOR DETAILS

2 1/2" x 2 1/2" FLUSH MOUNT

FORWARD FLOW TEST HEADER

CONNECTION WITH CHAINED

CAPS. INSTALL 3'-0" ABOVE

GRADE - VERIFY THREAD WITH

LOCAL FIRE DEPARTMENT.

ESCUTCHEON (TYPICAL)

CONCRETE SPLASH BLOCK

SEAL WALL PENETRATION

WATER TIGHT (TYP)

4" X 2 1/2" x 2 1/2" INLET

O.S.&Y. VALVE WITH

TAMPER SWITCH (TYP)

SEAL FLOOR PENETRATION

4"

NORMALLY CLOSED VALVE

FOR FORWARD FLOW TEST

SHUTOFF GATE VALVE

2" DRAIN TO DOMESTIC

WATER BACKFLOW

PREVENTER. REFER TO

DETAIL 8/P-502.

AUTOMATIC

BALL DRIP

FINISHED GRADE

FINISHED FLOOR

SEAL WALL PENETRATION

WATER TIGHT

EXTERIOR WALL

4"

REFER TO PLANS FOR

CONTINUATION

2 1/2" NIPPLE

4" x 2 1/2" x 2 1/2" FIRE DEPARTMENT

CONNECTION. INSTALL 3' ABOVE GRADE -

VERIFY THREAD WITH LOCAL

FIREDEPARTMENT.

WALL SIGN AS REQUIRED

BY LOCAL AUTHORITY

45 DEG ELBOW WITH ESCUTCHEON.

MATCH FINISH OF FIRE

DEPARTMENT CONNECTION.

PIPE

UNIVERSAL TOP/BOTTOM

BEAM CLAMP EQUAL TO B-

LINE TYPE 19-SP69

ADJUSTABLE CLEVIS HANGER

EQUAL TO B-LINE TYPE 10-SP-69

COUPLING

3/8"∅ MIN. HANGER ROD

NOTES:

1. SIZE HANGER AND CLAMP TO ADEQUATELY SUPPORT LOAD (REFER TO B-

LINE HANGER CATALOG).

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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 www.abovegroupinc.com COA/CA Lic. No. 31120

FULLY SPRINKLERED305 East Dr., Suite H, Melbourne, Florida 32904

PH: 321.345.9026

BI

M

- C on st ru ct

R ep la ce m en t O ut pa tie nt C lin ic

/0

C on st . R ep la ce . O ut pa tie nt

C lin ic

R

.rv t

2/ 9/

0:

:0

AM

FP501

FIRE PROTECTION DETAILS REPLACEMENT OUTPATIENT

CLINIC DESIGN AT COAST

GUARD CAPE COD

JOINT BASE CAPE COD, BARNSTABLE MA

650-318

BUILDING 1

02/10/2023 JFR WRH

100% CONSTRUCTION

DOCUMENTS

N.T.S.

PENDENT SPRINKLER HEAD DETAIL7 N.T.S.

RETURN BEND DETAIL2

N.T.S.

WALL - DRYWALL - PIPE - 1/2/3/4 HR3 N.T.S.

WALL/FLR - CONC - PIPE - 2/3/4 HR1N.T.S.

FIRE SERVICE ENTRANCE DETAIL5

N.T.S.

FIRE DEPARTMENT CONNECTION DETAIL4N.T.S.

PIPE SUPPORT DETAIL6