Amendment 0003 Attachment 07 - Drawings 0123027_FP.pdf

FIRE PROTECTION LEGEND

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

GENERAL LEGEND

SYMBOL DESCRIPTION

FIRE DEPARTMENT CONNECTION

FS FLOW SWITCH

TS TAMPER SWITCH

HOSE HOSE LINE CABINET

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.

REVISION DESCRIPTION SHOWN IN ITALICS.

A

TITLE SYMBOL ON SHEET WHERE SHOWN

A = IDENTIFYING NUMBER/LETTER

RISER IDENTIFYING SYSTEM NUMBER

SYMBOL DESCRIPTION

FIRE PROTECTION ABBREVIATIONS

AS ABOVE SLAB

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

COR CONTRACTING OFFICER'S REPRESENTATIVE

CV CHECK VALVE

DIA DIAMETER

DN DOWN

DP DRY PENDENT

DS DRY SIDE WALL

DWG DRAWING

ELEV ELEVATION

ESFR EARLY SUPPRESSION FAST-RESPONSE

ºF DEGREES FAHRENHEIT

FDC FIRE DEPARTMENT CONNECTION

FDV FIRE DEPARTMENT VALVE

FM FACTORY MUTUAL

FP FIRE PROTECTION

FP FIRE PUMP

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

JP JOCKEY PUMP

KW KILOWATT

MAX MAXIMUM

MFR MANUFACTURER

MIN MINIMUM

NA NOT APPLICABLE

NC NORMALLY CLOSED

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

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

U/G UNDERGROUND

UL UNDERWRITER'S LABORATORY

UNO UNLESS NOTED OTHERWISE

V VOLTS

VA U.S. 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 PROJECT CONSISTS OF A COMPLETE FIRE PROTECTION DESIGN FOR THE NEW VISN

4 WAREHOUSE. THE WAREHOUSE WILL CONSIST OF ABOVE 17,470 SQFT. THE BUILDING

WILL BE CLASSIFIED AS AN NFPA 101 STORAGE OCCUPANCY.

SCOPE OF WORK:

PROVIDE A FULLY AUTOMATIC WET SPRINKLER SYSTEM IN ACCORDANCE WITH NFPA 13

2022 EDITION. PROTECTION FOR RACK STORAGE OF PLASTIC AND RUBBER

COMMODITIES SHALL COMPLY WITH NFPA 13 CHAPTERS 14, 20, AND 23 FOR EARLY

SUPPRESSION FAST-RESPONSE (ESFR) SPRINKLERS. RACK STORAGE SHALL BE

DESIGNED FOR CLASS I THROUGH CLASS IV AND EXPOSED NONEXPANDED GROUP 'A'

PLASTICS WITH 12 FEET HIGH, SINGLE-ROW AND DOUBLE-ROW OPEN RACKS (50% FREE

AREA) UP TO A 25 FEET BUILDING HEIGHT. REFER TO RACKING PLANS FOR ADDITIONAL

INFORMATION. ALL OTHER SPRINKLER HEADS SHALL BE QUICK RESPONSE TYPE AND

INSTALLED IN CENTER OF CEILING TILES. SPRINKLER CONTRACTOR SHALL USE FLOW

DATA WHEN PERFORMING HYDRAULIC CALCULATIONS.

A NEW FIRE PUMP SHALL BE PROVIDED TO SERVE THE WAREHOUSE. THE NEW FIRE

PUMP SHALL BE ELECTRICALLY OPERATED HORIZONTAL SPLIT CASE PUMP DESIGN AND

INCLUDE A JOCKEY PUMP, A FLOW METER BYPASS, A CITY BYPASS, A TEST HEADER

CONNECTION, A FIRE PUMP CONTROLLER, AND A JOCKEY PUMP CONTROLLER. THE FIRE

PUMP CONTROL PANEL SHALL HAVE A TRANSFER SWITCH. THE CONTRACTOR SHALL

CONNECT THE FIRE MAIN INLET TO THE SUCTION SIDE OF THE PUMP, THE PUMP

DISCHARGE SHALL BE ROUTED TO THE ALARM RISER LOCATION, AND THE TEST HEADER

TO THE BUILDING EXTERIOR TEST HEADER LOCATION. CONTRACTOR SHALL COORDINATE

ALL ELECTRICAL CONNECTIONS REQUIRED. FIRE PUMP SIZE SHALL BE CONFIRMED BY

FIRE SPRINKLER CONTRACTOR DURING PRODUCTION OF SHOP DRAWINGS AND

HYDRAULIC CALCULATIONS. ANTICIPATED DEMAND IS 71 PSI AND 1,332 GPM, PUMP SHALL

BE SIZED FOR 1,500 GPM AT 90 PSI. CONTRACTOR TO CONFIRM FIRE PUMP SIZE WITH

PRODUCTION OF 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 BOTH UL LISTED AND 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.

CHARACTERISTICS OF THE WATER SUPPLY TO BE USED:

A CURRENT HYDRANT FLOW TEST SHALL BE PERFORMED AND VERIFIED WITHIN THE LAST

12 MONTHS PRIOR TO PRODUCTION OF LAYOUT DOCUMENTS.

FLOW TEST DATA:

65 PSI STATIC; 42 PSI RESIDUAL; 1,000 GPM FLOWING; FLOW TEST RESULTS WAS

PERFORMED ON FIRE HYDRANT #H27 ON 'A' STREET BY KEVIN KELSO ON 11/08/2023.

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 AND 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.

SPRINKLERS SHALL BE 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 A WATER FLOW

SWITCH AND PRESSURE SWITCH ON PREACTION VALVE, WITH A LOCAL ALARM BELL AND

FIRE ALARM PANEL.

FIRE FLOW ANALYSIS:

CONSTRUCTION: TYPE II (000)

BUILDING AREA: 17,500 SQFT

TABLE 18.4.4.2.1 MINIMUM FLOW REQUIREMENTS: 2,750 GPM @ 20 PSI FOR 2 HOURS

REDUCTIONS ALLOWED PER 18.4.4.3: YES

MINIMUM FLOW REQUIREMENTS REDUCED: 1,000 GPM @ 20 PSI FOR 2 HOURS

SPRINKLER FLOW DEMAND (TO BE CONFIRMED BY HYDRAULIX CALCULATIONS): 1,332 GPM

@ 71 PSI

WATER SUPPLY SUFFICUENT: YES

ACCEPTANCE TEST CRITERIA:

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

COMPLY WITH THE LOCAL FIRE MARSHAL AND THE VA. 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.

1. NFPA 13 2022 CHAPTER 29, SYSTEM ACCEPTANCE

A. 29.1 APPROVAL OF SPRINKLER SYSTEM

B. 29.2 ACCEPTANCE REQUIREMENTS

C. 29.3 INSTRUCTIONS

D. 29.4 HYDRAULIC DESIGN INFORMATION SIGNS

APPLICABLE NFPA AND VA STANDARDS TO BE APPLIED:

1. VA FIRE PROTECTION DESIGN MANUAL - NINTH EDITION

2. INTERNATIONAL BUILDING CODE (IBC) 2024 EDITION

3. NFPA 1 FIRE CODE 2024 EDITION

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

5. NFPA 14 STANDARD FOR THE INSTALLATION OF STANDPIPE AND HOSE SYSTEMS

2024 EDITION

6. NFPA 20 STANDARD FOR THE INSTALLATION OF STATIONARY PUMPS FOR FIRE

PROTECTION 2022 EDITION

7. NFPA 22 STANDARD FOR WATER TANKS FOR PRIVATE FIRE PROTECTION 2023

EDITION

8. NFPA 24 STANDARD FOR THE INSTALLATION OF PRIVATE FIRE SERVICE MAINS AND

THEIR APPURTENANCES 2022 EDITION

9. NFPA 25 INSPECTION, TESTING AND MAINTENANCE OF WATER BASED FIRE

PROTECTION SYSTEM 2023 EDITION

10. NFPA 37 STANDARD FOR THE INSTALLATION OF STATIONARY COMBUSTION

ENGINES AND GAS TURBINES 2024 EDITION

11. NFPA 72 NATIONAL FIRE ALARM AND SIGNALING CODE 2022 EDITION

12. NFPA 101 LIFE SAFETY CODE 2024 EDITION

13. NFPA 110 STANDARD FOR EMERGENCY AND STANDBY POWER SYSTEMS 2022

EDITION

14. NFPA 170 FIRE SAFETY SYMBOLS 2024 EDITION

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, CLEAN AND SOILED UTILITY ROOMS, AND AUTOPSY.

ORDINARY HAZARD GROUP 2:

SPACES WITH MODERATE TO HIGH QUANTITY AND COMBUSTIBILITY OF CONTENTS

I.E. NITROGEN STORAGE, MODERATE QUANTITY AND MODERATE

COMBUSTIBILITY STORAGE (UP TO 12 FT IN HEIGHT),CLEAN AND SOILED LINEN

ROOMS, AND LAUNDRY.

EXTRA HAZARD GROUP 1:

SPACES WITH HIGH QUANTITY AND COMBUSTIBILITY OF CONTENTS

I.E. SPACES WHERE DUST, LINT, OR OTHER MATERIALS ARE PRESENT THAT

WILL CONTRIBUTE A RAPIDLY DEVELOPING FIRE.

CLASS I THROUGH CLASS IV AND EXPOSED NONEXPANDED GROUP 'A' PLASTICS

STORAGE:

SPACES WITH HIGH QUANTITY AND COMBUSTIBILITY OF CONTENTS BEING STORED

IN RACK SYSTEMS

I.E. SPACES WHERE DUST, LINT, OR OTHER MATERIALS ARE PRESENT THAT

WILL CONTRIBUTE A RAPIDLY DEVELOPING FIRE.

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 AND VA FIRE PROTECTION MANUAL FOR INSTALLATION OF SPRINKLER SYSTEMS. INSPECTION, TESTING, AND MAINTENANCE SHALL COMPLY TO NFPA 25. IN ADDITION, INSTALLATION AND INSPECTION, TESTING, AND MAINTENANCE SHALL COMPLY WITH THE PROJECT SPECIFICATIONS AND ALL APPLICABLE STATE, LOCAL CODES & VA

REQUIREMENTS.

2. FINAL INSPECTION AND APPROVAL SHALL BE BY THE VA.

3. SPRINKLER SHOP DRAWINGS AND MATERIAL SUBMITTALS SHALL BE SUBMITTED TO THE VA COR AND VA OFFICE OFFIRE

PROTECTION ENGINEERING AND SHALL BE APPROVED PRIOR TO ANY INSTALLATION.

4. CUTTING OF STRUCTURAL AND/OR ARCHITECTURAL MEMBERS TO BE DONE ONLY WITH THE WRITTEN APPROVAL OF THE COR

AND/OR STRUCTURAL ENGINEER.

5. 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.

6. CONTRACTOR SHALL VERIFY ARCHITECTURAL REFLECTED CEILING PLANS AND ELECTRICAL LIGHTING, CEILING CONFIGURATIONS

AND HEIGHTS IN EACH AREA.

7. FIRE STOP ALL PENETRATIONS OF SMOKE/FIRE WALLS, CEILINGS, FLOORS, ROOFS, ETC., FLASH AND COUNTERFLASH ROOF

PENETRATIONS.

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

9. SPRINKLER HEADS ARE TO BE COORDINATED WITH ALL LOCATIONS OF DIFFUSERS, SPEAKERS, LIGHTING FIXTURES, CEILING

SYSTEMS AND STRUCTURAL SYSTEM.

10. 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.

11. PROVIDE STOCK OF SPARE SPRINKLERS IN ACCORDANCE WITH NFPA 13 SECTION 16.2.7.

12. 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.

13. 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.

14. 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.

15. AUTOMATIC SPRINKLER TEMPERATURE RATINGS OF FUSIBLE ELEMENTS TO BE IN ACCORDANCE WITH NFPA 13 SECTION 7.2.4.

16. PIPE SHALL BE REAMED AND CLEANED BEFORE ASSEMBLY, AND AFTER ASSEMBLY THE ENTIRE PIPING SYSTEM SHALL BE FLUSHED

CLEAN.

17. PROVIDE SPRINKLERS ABOVE AND BELOW EXPOSED DUCTWORK WIDER THAN 4 FEET.

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

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

20. INDICATE THE NUMBER OF SPRINKLERS ON EACH RISER.

21. 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.

22. 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.

23. FIRE SPRINKLER PIPING SHALL NOT TRAVEL OVER THE TOPS OF ELECTRICAL PANELBOARDS OR ELECTRICAL EQUIPMENT.

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

25. ALL EXPOSED PIPING SHALL BE SHALL BE PAINTED RED AND CLEARLY LABELED.

26. ALL MATERIALS, WHERE APPLICABLE, SHALL BE U.L. LISTED AND/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.

27. 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.

28. 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.

29. ELECTRICALLY SUPERVISED VALVES SHALL BE PROVIDED WHERE REQUIRED IN NFPA 13. TYPE AND EXACT LOCATION AND PURCHASE/INSTALLATION OF FLOW AND SUPERVISORY SWITCHES SHALL BE BY THE SPRINKLER CONTRACTOR. ELECTRICAL CONTRACTOR TO PROVIDE ADDITIONAL CIRCUITS, WIRING, SWITCHES, CONDUIT OR JUNCTION BOXES REQUIRED.

30. 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.

31. 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.

32. 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.

33. DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL ARRANGEMENT OF SYSTEMS. PROVIDE COMPONENTS INDICATED IN

DETAILS AND RISER DIAGRAMS WHETHER OR NOT INDICATED ON PLANS AND VICE VERSA.

34. WHERE A DISCREPANCY OR CONFLICT IS FOUND BETWEEN ONE DRAWING AND ANOTHER, OR BETWEEN A DRAWING AND APPLICABLE SPECIFICATIONS, NOTIFY THE COR IMMEDIATELY IN WRITTEN FORM. IN GENERAL, THE MOST STRINGENT REQUIREMENT SHALL GOVERN UNLESS THE DISCREPANCY CONFLICTS WITH APPLICABLE CODES OR VA'S DESIGN STANDARDS, WHEREIN THE

CODE OR VA'S DESIGN STANDARDS SHALL GOVERN.

LIGHT HAZARD:

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

NEW QUICK RESPONSE, PENDENT OR UPRIGHT HEADS. AREAS SUBJECT TO FREEZING

SHALL USE DRY BARREL TYPE SPRINKLERS.

K-FACTOR: 5.6 (EXTENDED COVERAGE SPRINKLER HEADS ARE ACCEPTABLE).

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 °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 (EXTENDED COVERAGE SPRINKLER HEADS ARE

ACCEPTABLE).

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 °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 (EXTENDED COVERAGE SPRINKLER HEADS ARE

ACCEPTABLE).

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°F

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

HOSE ALLOWANCE: 250 GPM

EXTRA HAZARD GROUP 1:

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: 8.0 OR LARGER.

DENSITY: 0.30 GPM/SQ.FT.

AREA OF OPERATION: 2,500 SQ FT MIN

HEAD TEMPERATURE RATING: 250°F

SPACING: 100 SQ. FT. MAX. PER SPRINKLER HEAD OR BY MFR LITERATURE.

HOSE ALLOWANCE: 500 GPM

CLASS I THROUGH CLASS IV AND EXPOSED NONEXPANDED GROUP 'A' PLASTICS STORAGE:

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

PIPING TO ESFR PENDENT/UPRIGHT HEADS. REFER TO TABLE 23.3.1 OF NFPA 13.

SPRINKLERS SHALL BE INSTALLED IN THE PENDENT ORIENTATION.

K-FACTOR: 14.0 OR LARGER.

MIN. PRESSURE: 50 PSI (FOR K14 SPRINKLERS)

DESIGN AREA: 12 SPRINKLERS, WITH 4 SPRINKLERS ON EACH OF THREE BRANCH LINES

IN-RACK SPRINKLERS REQUIRED: NO

HEAD TEMPERATURE RATING: 155 DEGREES F

SPACING: 64 SQ. FT. MIN TO 100 SQ. FT. MAX. AREA COVERAGE PER SPRINKLER HEAD, 8FT

TO 12 FT SPACING PER SPRINKLER HEAD OR BY MFR LITERATURE.

REV DESCR

FLOW METER

PRESSURE GAUGE WITH SHUTOFF

ELBOW, TURNED DOWN

INLINE PUMP

CAP

ELBOW, 90° ELBOW, TURNED UP

TEE, OUTLET DOWN

FM

ELBOW, 45°

TEE, OUTLET UP

45° PIPE RISE (R)/DROP (D)

PIPE ANCHORS

CONCENTRIC REDUCER

ECCENTRIC REDUCER

R R

FLANGES

FLOW DIRECTION

UNION

THERMOMETER

FLEX CONNECTION (DOUBLE SPHERE

FOR PIPES 6" AND LARGER; SINGLE

SPHERE FOR PIPES 4" AND SMALLER

TEST PLUG (PRESSURE/TEMPERATURE)

MANUAL VENT

PRESSURE SWITCH

AUTOMATIC AIR VENT

HOSE CONNECTION

TEE, SIDE CONNECTION

BUTTERFLY VALVE

PRESSURE REGULATING VALVE

CHECK VALVE

GATE VALVE

BALL VALVE

STRAINER WITH BALL VALVE AND

HOSE CONNECTION

FM U/G FIRE MAIN PIPING (UNDERGROUND)

FM FIRE MAIN PIPING

OS&Y VALVE

FLOW SWITCH

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

A u to d e s k D o c s

/0

V A

M C

B u tl e r

V

IS

N

W a re h o u s e

/0

V A

B u tl e r_ V

IS

N

W a re h o u s e

R

M

E P

F P

F A

T .r v t

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A

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FP001

FIRE PROTECTION LEGENDS &

SYMBOLS

CONSTRUCT A WAREHOUSE

FOR VISN 4 WESTERN

MARKET DISTRIBUTION

BUTLER, VA

529-314

06/02/2025 JMC AJZ

BID DOCUMENTS

ALLEN LANTZ III, P.E.

PA License #PE091315

SHEET LIST

SHEET NUMBER SHEET NAME

FP001 FIRE PROTECTION LEGENDS & SYMBOLS

FP100 FIRE PROTECTION SITE PLAN

FP111 HAZARD CLASSIFICATION PLAN - FIRE PROTECTION - NEW WORK

FP112 PIPING FLOOR PLAN - FIRE PROTECTION - NEW WORK

FP401 FIRE PUMP SCHEDULES, SCHEMATICS, & SECTIONS

FP501 FIRE PROTECTION DETAILS

Revisions Date

1 Addendum #1 07/22/2025

POST INDICATOR VALVE A MINIMUM OF 21'-0" FROM

BUILDING, ACCORDING TO NFPA 24 6.2.9(1)(a).

COORDINATE FINAL LOCATION WITH CIVIL CONTRACTOR

AND FINAL BUILDING HEIGHT.

(6) 2-1/2" HOSE CONNECTION FREE STANDING FIRE PUMP TEST

HEADER LOCATED OUTSIDE OF FIRE PUMP ROOM THAT WILL

ALLOW WATER TO NOT BE DISCHARGED TO A LOCATION THAT

WILL NOT CREATE A NUISANCE, ACCORDING TO NFPA 20 4.22.1.5.

COORDINATE FINAL LOCATION WITH CIVIL CONTRACTOR.

6" FM TO 4" STORZ FDC. FDC TO BE A MAXIMUM OF 100' - 0" AWAY FROM

NEAREST FIRE HYDRANT, ACCORDING TO NFPA 14 9.9.5.4 AND A MAXIMUM

OF 50' - 0" AWAY FROM THE NEAREST POINT OF FIRE DEPARTMENT

APPARATUS ACCESS, ACCORDING TO NFPA 14 10.7.2.4. COORDINATE FINAL

LOCATION WITH CIVIL CONTRACTOR AND FIRE DEPARTMENT AHJ. REFER

TO DETAIL 8 ON SHEET FP501 FOR BOLLARDS AND SIGNAGE DETAILS.

8" FM U/G

EX FIRE HYDRANT #23

100' - 0" FROM

FIRE HYDRANT #23

8" FM U/G 6" FM U/G

6" FM U/G

NEW FIRE HYDRANT.

REFER TO CIVIL PLANS

FOR EXACT LOCATION

100' - 0" FROM NEW

FIRE HYDRANT

FIRELANE. REFER

TO CIVIL PLANS FOR

FINAL LOCATION.

BIORETENTION AREA. REFER TO CIVIL

DRAWINGS FOR MORE INFORMATION.

BIORETENTION AREA. REFER TO CIVIL

DRAWINGS FOR MORE INFORMATION.

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

A u to d e s k D o c s

/0

V A

M C

B u tl e r

V

IS

N

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/0

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IS

N

W a re h o u s e

R

M

E P

F P

F A

T .r v t

/2

/2

:5

:1

A

M

FP100

FIRE PROTECTION SITE PLAN CONSTRUCT A WAREHOUSE

FOR VISN 4 WESTERN

MARKET DISTRIBUTION

BUTLER, VA

529-314

06/02/2025 JMC AJZ

BID DOCUMENTS

ALLEN LANTZ III, P.E.

PA License #PE091315

DRAWING NOTES:

1. COORDINATE ALL INVERTS WITH CIVIL CONTRACTOR BEFORE INSTALLATION OF ANY PIPING.

2. ALL PIPING SHOWN ON THIS PLAN IS PROVIDED AND INSTALLED BY CIVIL CONTRACTOR. COORDINATE

WITH CIVIL CONTRACTOR FOR FINAL FDC, TEST HEADER, AND PIV LOCATIONS.

3. FDC, TEST HEADER, AND PIV TO BE PROVIDED BY FIRE PROTECTION CONTRACTOR AND INSTALLED BY CIVIL CONTRACTOR. REFER TO SPECIFICATION 21 13 00 AND 21 30 13 FOR MORE INFORMATION ON

FIRE PROTECTION EQUIPMENT. COORDINATE WITH CIVIL CONTRACTOR FOR FINAL FDC, TEST

HEADER, AND PIV LOCATIONS.

1" = 30'-0"1

SITE PLAN - FIRE PROTECTION

N 0 15' 30' 60' 90'

1" = 30'

Revisions Date

HAZARD CLASSIFICATION

LIGHT HAZARD

ORDINARY HAZARD GROUP 1

CLASS I THROUGH CLASS IV

AND EXPOSED NONEXPANDED

GROUP 'A' PLASTICS STORAGE

KEY

EXTRA HAZARD GROUP 1

ORDINARY HAZARD GROUP 2

WAREHOUSE

ELECTRICAL ROOM

GENERATOR ROOM

FIRE PUMP ROOM

OPEN OFFICE AREA

ENTRY

STAFF LOUNGE

M. TLT.

W. TLT.

CORRIDOR

HAC

SUPPLY RM

COPY RM

HOLDING AREA

RECEIVING DOCK

MECHANICAL ROOM

EDBA C

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

A u to d e s k D o c s

/0

V A

M C

B u tl e r

V

IS

N

W a re h o u s e

/0

V A

B u tl e r_ V

IS

N

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R

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F P

F A

T .r v t

/2

/2

:5

:2

A

M

FP111

HAZARD CLASSIFICATION PLAN -

FIRE PROTECTION - NEW WORK

CONSTRUCT A WAREHOUSE

FOR VISN 4 WESTERN

MARKET DISTRIBUTION

BUTLER, VA

529-314

06/02/2025 JMC AJZ

BID DOCUMENTS

ALLEN LANTZ III, P.E.

PA License #PE091315

N 0 4' 8' 16' 24'

1/8" = 1'-0"

1/8" = 1'-0"

FIRST FLOOR HAZARD CLASSIFICATION PLAN

DRAWING NOTES:

1. HOLDING AREA 116 IS CALSSIFIED AS A LIGHT HAZARD OCCUPANCY. HOWEVER, THE SPACE IS NOT SEPERATED FROM WAREHOUSE 114 BY A PHYSICAL BARRIER OR PARTITION CAPABLE OF DELAYNG HEAT FROM A FIRE IN ADJACENT AREA. ACCORDING TO NFPA 13 20.13.1, THE WAREHOUSE HAZARD CLASSIFICATION MUST EXTEND 15 FEET BEYOND IT'S PERIMETER INTO ADJACENT SPACE. HOLDING AREA IS ONLY 16' - 8" WIDE (ONLY 1' - 8" OVER 15 FEET NOT ALLOWING FOR A ROW OF LIGHT HAZARD SPRINKLERS BASED ON SPACING), CLASSIFYING THE ENTIRE AREA AS PART OF THE WAREHOUSE

HAZARD CLASSIFICATION.

REF

F E

C

FE

FE

FE

FE

FE

FE

FE

FE

FE

FE

FE

FE

FE

WAREHOUSE

GENERATOR ROOM

OPEN OFFICE AREA

STAFF LOUNGE

FIRE PUMP ROOM

ENTRY

FIRE SPRINKLER

ZONE 1

14,625 SQ. FT

FIRE SPRINKLER

ZONE 2

2,733 SQ. FT

6" FM

FP401

ELECTRICAL ROOM

MECHANICAL ROOM

W. TLT.

M. TLT.

CORRIDOR

SUPPLY RM

107 HAC

COPY RM

HOLDING AREA

RECEIVING DOCK

EDBA C

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

A u to d e s k D o c s

/0

V A

M C

B u tl e r

V

IS

N

W a re h o u s e

/0

V A

B u tl e r_ V

IS

N

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:5

:2

A

M

FP112

PIPING FLOOR PLAN - FIRE

PROTECTION - NEW WORK

CONSTRUCT A WAREHOUSE

FOR VISN 4 WESTERN

MARKET DISTRIBUTION

BUTLER, VA

529-314

06/02/2025 JMC AJZ

BID DOCUMENTS

ALLEN LANTZ III, P.E.

PA License #PE091315

DRAWING NOTES:

1. COORDINATE SPRINKLER HEIGHT WITH ARCHITECTURAL REFLECTED CEILING PLANS.

2. EXPOSED SPRINKLERS SHALL BE INSTALLED ACCORDING TO NFPA 13.

3. REFER TO FP111 FOR HAZARD CLASSIFICATIONS.

4. DUCTWORK IS WIDER THAN 48" IN MECHANICAL ROOM AND WAREHOUSE. PROVIDE SPRINKLER PROTECTION ABOVE AND BELOW DUCTWORK IN ACCORDANCE WITH NFPA 13. REFER TO MH101 AND

M-401 FOR DUCT LOCATIONS. COORDINATE EXACT LOCATION IN SHOP DRAWINGS BY NOTING

DUCTWORK GREATER THAN 48" LOCATION ON FIRE PROTECTION SHOP DRAWINGS.

N 0 4' 8' 16' 24'

1/8" = 1'-0"

1/8" = 1'-0"

FIRST FLOOR PLAN - FIRE PROTECTION - NEW WORK

CODED NOTES:

PROVIDE ESFR SPRINKLER HEADS WITHIN THIS AREA. FOR RACK STORAGE OF CLASS I THROUGH

CLASS IV AND EXPOSED NONEXPANDED GROUP 'A' PLASTICS.

PROVIDE QUICK RESPONSE SPRINKLER HEADS FOR LIGHT AND ORDINARY HAZARD CLASSIFICATIONS

IN THIS AREA.

9' - 0" WIDE OVERHEAD DOOR. PROVIDE A SAIDEWALL SPRINKLER HEAD UNDER DOOR TRACK FOR

HAZARD CLASSIFICATION SHOWN ON FP111 PER NFPA 13 9.5.5.3.

PROVIDE HIGH TEMPERATURE SPRINKLER HEAD IN THIS AREA.

FE

JOCKEY PUMP CONTROLLER

FIRE SERVICE

TO FDC

JOCKEY PUMP

F

KEY NOTES:

5' -0

M

IN

IM

U M

(T Y

P

IC

A L)

TO HOSE

VALVE TEST

HEADER

BY-PASS

FIRE PUMP CONTROLLER

WITH TRANSFER SWITCH

TO SYSTEM

ELECTRIC

FIRE PUMP

FIRE PUMP PRESSURE SENSING LINE.

JOCKEY PUMP PRESSURE SENSING LINE.

6" HIGH CONCRETE PAD.

0'-4" HIGH CONCRETE PAD. GROUT BASE.

ECCENTRIC REDUCER WITH PRESSURE GAUGE. INSTALL REDUCER WITH

STRAIGHT SIDE ON TOP.

CONCENTRIC REDUCER WITH PRESSURE GAUGE.

SWING TYPE CHECK VALVE WITH 3/32" ORIFICE IN CLAPPER.

FULL SIZE DRAIN FROM PACKING BOX TO FLOOR DRAIN.

SWING TYPE CHECK VALVE.

WAFER TYPE ANTI-WATER HAMMER CHECK VALVE; 250 PSI RATED.

AUTOMATIC AIR RELEASE VALVE.

OS&Y VALVE WITH TAMPER SWITCH.

BUTTERFLY VALVE WITH TAMPER SWITCH.

BUTTERFLY VALVE (NORMALLY CLOSED) WITH TAMPER SWITCH.

AUTOMATIC BALL DRIP.

FLOW SWITCH.

PRESSURE RELIEF VALVE.

LISTED WATER METERING DEVICE.

FS

M

14131013

FP401

8" FM

1" FM

8" FM

6" FM

8" FM TO FIRE PUMP TEST

HEADER AND SYSTEM OUTLET.

SIZE PIPING PER NFPA 20.

8" FM

8" FM

FIRE PUMP BYPASS

8" FM

8" FM

8" FM

JOCKEY

PUMP

FIRE

PUMP

ALARM CHECK

VALVES

DRAIN PIPING

SIZED PER NFPA 13

8" FM HEADER

FOR RISERS AND

FDC CONNECTION

1 1/4" FM

1/2" FM FIRE

PUMP PRESSURE

SENSING LINE

1/2" FM JOCKEY

PUMP PRESSURE

SENSING LINE

8" FM

CONCRETE PAD WITH

VIBRATION CONTROL

4" FM

FLOW METER LOOP

FP401

4" FM TO

SPRINKLER

ZONE #2

6" FM TO

SPRINKLER

ZONE #1

6" FM TO FDC.

6" FM4" FM

8" FM

6" FM

1 1/4" FM

1 1/4" FM TO JOCKEY PUMP

8" FM TO FIRE PUMP

2" DRAIN TO EXTERIOR SPLASHBLOCK

CC

FP401

FP401

JOCKEY PUMP

CONTROL PANEL

FIRE PUMP CONTROL PANEL

WITH TRANSFER SWITCH

JOCKEY PUMP

FIRE PUMP

FP-1

8" FM U/G

6" FM

4" FM TO

SPRINKLER

ZONE #2

REFER TO FP112 FOR

CONTINUATION OF 6" FM

1/2" FM

1/2" FM

8" FM

6" FM

8" FM

C

4" FM

6" FM U/G

8" FM U/G

(TO REMOTE

TEST HEADER)

(TO REMOTE

STORZ FDC)

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

A u to d e s k D o c s

/0

V A

M C

B u tl e r

V

IS

N

W a re h o u s e

/0

V A

B u tl e r_ V

IS

N

W a re h o u s e

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A

M

FP401

FIRE PUMP SCHEDULES,

SCHEMATICS, & SECTIONS

CONSTRUCT A WAREHOUSE

FOR VISN 4 WESTERN

MARKET DISTRIBUTION

BUTLER, VA

529-314

06/02/2025 JMC AJZ

BID DOCUMENTS

ALLEN LANTZ III, P.E.

PA License #PE091315

FIRE PUMP SCHEDULE

FIRE PUMP

NO. TYPE

FIRE PUMP SPECIFICATIONS JOCKEY PUMP SPECIFICATIONS ELECTRICAL DATA

FIRE PUMP

WEIGHT (LBS)

JOCKEY PUMP

WEIGHT (LBS)

BASIS OF DESIGN

PUMP TYPE

CAPACITY

(GPM)

HEAD

(PSI)

MOTOR

HP

MOTOR

RPM

CAPACITY

(GPM)

HEAD

(PSI)

MOTOR

HP

MOTOR

RPM V PH HZ MANUFACTURER

FIRE PUMP

MODEL NO.

JOCKEY PUMP

MODEL NO.

FP-1 ELECTRIC HORIZONTAL SPLIT CASE 1500 90 75 1800 150 100 15 3600 460 3 60 1600 190 ARMSTRONG HSC 8x6x15NF 4700-VMS-3203

NOTES:

1. FIRE PUMP COMPONENTS TO BE INCLUDED:

A. ELECTRONIC FIRE PUMP AND MOTOR

B. ELECTRIC FIRE PUMP CONTROLLER WITH TRANSFER SWITCH

C. ELECTRONIC JOCKEY PUMP

D. ELECTRIC JOCKEY PUMP CONTROLLER

E. CITY BY-PASS LOOP

F. FIRE PUMP TEST HEADER

2. COORDINATE ELECTRICAL CONNECTION POINTS WITH ELECTRICAL CONTRACTOR. REFER TO ELECTRICAL FOR MORE INFORMATION.

A. CONNECTION #1: 480 VOLT 3 PHASE 60 HZ CONNECTION TO FIRE PUMP CONTROL PANEL.

B. CONNECTION #2: 480 VOLT 3 PHASE 60 HZ CONNECTION TO JOCKEY PUMP CONTROL PANEL.

N.T.S.1

ELECTRIC FIRE PUMP SCHEMATIC

1/2" = 1'-0"

FIRE PUMP SECTION 0 1' 2' 4' 6'

1/2" = 1'-0"1/2" = 1'-0"

FIRE RISERS SECTION

DRAWING NOTES:

1. ALL PIPE SIZES AND PUMP SIZES SHALL BE CONFIRMED BY THE ENGINEER COMPLETING HYDRAULIC

CALCULATIONS.

CODED NOTES:

4" AND 6" WET RISER. REFER TO FIRE SERVICE ENTRANCE DETAIL ON SHEET FP501.

TERMINATE 2" MAIN DRAIN 24" ABOVE GRADE. DISCHARGE TO SPLASH BLOCK.

6" FM TO (2) 2-1/2" 90 DEGREE FREESTANDING FDC. PROVIDE SIGNAGE FOR FDC AS REQUIRED. OFFSET

FOR FDC CONNECTION IS SHOWN FOR WATER ENTRANCE CLARITY.

PIPING TO MATCH CIVIL INVERTS. REFER TO FP100 AND CIVIL DRAWINGS FOR CONTINUATION.

8" FM DN. SPLIT FM INTO (2) 8" CONNECTIONS. (1) 8" FM DN TO FREESTANDING FIRE PUMP TEST HEADER. (1) 8" FM DN TO SYSTEM OUTLET THROUGH A GOOSNECK TO MEET REQUIREMENTS IN VA FIRE PROTECTION DESIGN GUIDE TO HAVE A SECOND OUTLET FOR AN INVERTED U FIRE PUMP PIPING

ARRANGEMENT.

PROVIDE THRUST BLOCK. REFER TO DETAIL 9 ON SHEET FP501.

1/2" = 1'-0"

ENLARGED FIRE PUMP ROOM - FIRE PROTECTION

N

Revisions Date

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

A

4A

4 1

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

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 ECCENTRICALLY 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:

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

CEILING ESCUTCHEON

FINISH

CEILING

SUPPLY LINE

REDUCING

COUPLING

ALL THREAD ROD

PIPE

MODEL 300 WICHLGAN TOP

BEAM CLAMP OR EQUAL

W/LOCK NUT

SWIVEL RING

STEEL I-BEAM OR

BAR JOIST

4" T

O

DEFLECTOR

REDUCER

WALL

OBSTRUCTION

SPRINKLER

BRANCH LINE

IF OFFSET LENGTH

EXCEEDS 2', PROVIDE

PIPE HANGER

DROP NIPPLE

CLOSE NIPPLE

THREADED 90°

ELBOW (TYPICAL)

REDUCER SUSPENDED CEILING

SPRINKLER PER SPECIFICATION

(PENDENT SPRINKLER SHOWN)

6"

PIPE DRAIN TO EXTERIOR AT

APPROXIMATELY 2'-0" ABOVE

GRADE. PROVIDE CONCRETE

SPLASH BLOCK2"

6" FM TO FSZ-1

FINISHED

FLOOR

CHECK VALVE

PIPE TO DRAIN

DRIP RECEIVER

RETARDING

CHAMBER

THREE WAY

ALARM AND

TEST COCK

PIPING CONNECTION

TO WATER MOTOR

GONG

PRESSURE GAUGE (TYP)

MAIN DRAIN

(TYP)

RESTRICTION CHECK

AND BYPASS

CONNECTION

FLOW SWITCH (TYP)

ANGLE VALVE

(TYP)

WET ALARM

CHECK VALVE

GRADE

2" DRAIN

6" x 4" TAG. SPRINKLER

CONTRACTOR TO

IDENTIFY SYSTEM

NUMBER (TYP)

ESCUTCHEON

(TYPICAL)

CONCRETE

SPLASH BLOCK

SEAL WALL PENETRATION

WATER TIGHT (TYP)

O.S.&Y. VALVE

WITH TAMPER

SWITCH (TYP)

CHECK VALVE

6"

4" FM TO FSZ-2

SEAL WALL PENETRATION

WATER TIGHT

6"

2"

4" 6"

6" FM FREESTANDING FDC

8" FP FROM

FIRE PUMP

DISCHARGE

FINISHED

FLOOR

8" FM TO FIRE

PUMP SUCTION

8" FM TO BUILDING

8"8" CAP FIRE RISER

HEADER PIPING

8" DCDA BACKFLOW

PREVENTER WITH CONTROL

VALVES AND TAMPER

SWITCHES.

SUPPORT PIPING AS

NECESSARY WITH

FLOOR PIPE STANDS

FLANGE CONNECTION. PROVIDED BY

FIRE PROTECTION CONTRACTOR AND

INSTALLED BY CIVIL CONTRACTOR.

COORDINATE INSTALLATION

LOCATION WITH CIVIL CONTRACTOR.

TOP OF FLANGE CONNECTION SHALL BE SET AT 18" AFF. COORDINATE

INSTALLATION OF FLANGE WITH CIVIL CONTRACTOR. CIVIL

CONTRACTOR SHALL INSTALL ALL ITEMS UP TO AND INCLUDING

FLANGE. FIRE PROTECTION CONTRACTOR TO COORDINATE

LOCATION OF FLANGE WITH CIVIL CONTRACTOR. CIVIL CONTRACTOR

TO CAP 8" PIPING AT FLANGE FOR CONNECTION BY FIRE PROTECTION

CONTRACTOR. FIRE PROTECTION CONTRACTOR TO REMOVE CAP TO

INSTALL FIRE PROTECTION PIPING AT THE PROVIDED FLANGE.

CONCRETE THRUST BLOCK. CONCRETE

SHALL NOT CONTACT BLOTS OF ENDS

OF MECHANICAL FITTINGS.

THRUST BLOCK

6" TO FIRE PUMP

ROOM

FINISH GRADE

1' -6

CONTRACTOR TO PROVIDE FDC SIGN TO READ "FIRE

DEPARTMENT CONNECTION FOR BUILDING #xxx" CONFIRM

BUILDING NUMBER WITH VA COR. MOUNT PANEL TO

GALZANIZED "U" CHANNEL 3' - 0" BEHIND FDC SO THAT IS

LEGIBLE FROM ROAD. PROVIDE FIRE PUMP TEST

HEADERSIGN TO READ "TEST FOR BUILDING #xxx"

CONFIRM BUILDING NUMBER WITH VA COR. TEST HEADER

SINAGE TO BE INSTALLED IN SAME MANNER OF FDC.

4" STORZ CONNECTION OR FIRE PUMP

TEST HEADER. PROVIDE ALL HOSE

CONNECTIONS WITH KNOX LOCKING CAPS

M

IN

IM

U

M

4' -0

M

IN

IM

U

M

BALL DRIP IN #4

CRUSHED STONE

12" x 12" x 4"

CONCRETE PAD

SECTION VIEW PLAN VIEW

12" x 12" x 4"

CONCRETE PAD

(TYP)

FDC/TEST HEADER

FDC/TEST

HEADER

SINAGE

BOLLARD. REFER TO CONCRETE

BOLLARD DETAIL IN CIVIL

DRAWINGS FOR CONSTRUCTION

AND PAINTING REQUIREMENTS.

(TYP)

3' - 0" CLEARANCE SHALL

BE MAINTAINED AROUND

FDC/TEST HEADER.

FIRE DEPARTMENT ACCESS

TO THIS SIDE OF EQUIPMENT

EARTH

MECHANICAL RESTRAINT JOINTCONCRETE

THRUST BLOCK

MECHANICAL RESTRAINT JOINT

DETAIL "BB"

B B

NOTE:

THRUST BLOCKS SHALL BE POURED AGAINST UNDISTURBED EARTH.

WHERE TRENCH WALLS HAVE BEEN DISTURBED EXCAVATE ALL LOOSE

EARTH AND EXTEND THRUST BLOCK TO UNDISTURBED EARTH.

PROVIDE EITHER A THRUST BLOCK OR RETAINER GLAND AT EACH

TRANSITION.

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

A u to d e s k D o c s

/0

V A

M C

B u tl e r

V

IS

N

W a re h o u s e

/0

V A

B u tl e r_ V

IS

N

W a re h o u s e

R

M

E P

F P

F A

T .r v t

/2

/2

:5

:3

A

M

FP501

FIRE PROTECTION DETAILS CONSTRUCT A WAREHOUSE

FOR VISN 4 WESTERN

MARKET DISTRIBUTION

BUTLER, VA

529-314

06/02/2025 JMC AJZ

BID DOCUMENTS

ALLEN LANTZ III, P.E.

PA License #PE091315

N.T.S.1

WALL - DRYWALL - PIPE - 1/2/3/4 HR

N.T.S.3

WALL/FLR - CONC - PIPE - 2/3/4 HR

N.T.S.4

PENDENT SPRINKLER HEAD DETAIL

N.T.S.6

BOTTOM BEAM CLAMP DETAIL

N.T.S.7

SIDEWALL SPRINKLER HEAD DETAIL

N.T.S.2

RETURN BEND DETAIL

N.T.S.5

FIRE SERVICE AND FIRE RISERS DETAIL

N.T.S.8

FREESTANDING FDC AND TEST HEADER DETAIL

N.T.S.9

THRUST BLOCK DETAIL