8- Albany Fire Protection - Stamped.pdf

ACOUSTICAL TILEACT

ABOVE FINISH FLOORAFF

ACCESS PANELAP

BUILDINGBLDG

CEILINGCLG

CEMENT LINED DUCTILE IRONCLDI

CONNECT TO EXISTINGCTE

CONTINUATIONCONT

DIAMETERDIA

DOWNDN

DRAWINGDWG

ELEVATIONEL/ELEV

EXISTINGEX

FINISH FLOOR ELEVATIONFFE

FIRE HOSE VALVEFHV

FLOORFLR

FIRE PROTECTIONFP

FLOW SWITCHFS

GALVANIZEDGALV

GENERAL CONTRACTORGC

GALLONS PER MINUTEGPM

INVERTINV

MECHANICALMECH

NORMALLY CLOSEDNC

NORMALLY OPENNO

NOT TO SCALENTS

NOT IN CONTRACTNIC

POST INDICATOR VALVEPIV

POUNDS PER SQUARE INCHPSI

SPECIFICATIONSPEC

TAMPER SWITCHTS

TYPICALTYP

ABBREVIATIONS

PRESSURE GAUGEPG

PRESSURE REDUCING/REGULATING VALVEPRV

PRESSURE SWITCHPS

PREACTION SYSTEM MAIN RISERPSR

SPRINKLER DRAINSPD

WET PIPE SPRINKLER SYSTEMSPR

STANDPIPE SYSTEMSTP

VALVE IN VERTICALVIV

ZONE CONTROL ASSEMBLYZCA

AUTHORITY HAVING JURISDICTIONAHJ

BACKFLOW PREVENTERBFP

ELECTRIC ALARM BELLEAB

EXISTING TO BE REMOVEDETBR

EXISTING TO REMAINETR

FIRE SERVICE/MAIN/BUILDING WET PIPINGF

FIRE DEPARTMENT CONNECTIONFDC

FIRE DEPARTMENT VALVEFDV

FIRE DEPARTMENT VALVE CABINETFDVC

FIRE HOSE CABINETFHC

LOW PRESSURE SWITCHLPS

OPEN END DRAINOED

OUTSIDE SCREW & YOKEOS&Y

EQUIPMENT & VALVES

FIRE DEPARTMENT HOSE VALVE

SUPERVISED BUTTERFLY VALVE

SPRINKLER ZONE CONTROL ASSEMBLYZCA

PIPING LINETYPES

FIRE SERVICE/MAIN/BUILDING WET PIPING

WET PIPE SPRINKLER SYSTEM

FIRE DEPARTMENT CONNECTION PIPING

SPRINKLER DRAIN

STANDPIPE SYSTEM

EXISTING TO REMAIN

EXISTING TO BE REMOVED

ELBOW UP OR RISE

ELBOW DOWN OR DROP

TEE LOOKING DOWN

TEE LOOKING UP

UNION

FLOW IN DIRECTION OF ARROW

CAP OR END OF PIPE

REDUCER/INCREASER

PIPE SLEEVE

CONNECT TO EXISTING

PIPING SYMBOLS

ORIENTATION

SPRINKLER SCHEDULE

GENERAL NOTES

1. FIRE PROTECTION WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE VA FIRE PROTECTION DESIGN MANUAL AND THE LATEST NATIONAL FIRE PROTECTION ASSOCIATION CODES AND STANDARDS INCLUDING 13, 14, 20, AND 24.

2. ALL FIRE PROTECTION SYSTEMS, EQUIPMENT, PIPING AND VALVES SHALL BE INSTALLED AND TESTED BY A SPRINKLER CONTRACTOR LICENSED BY THE

STATE AND EXPERIENCED IN THE INSTALLATION OF SPRINKLER SYSTEMS.

3. ALL WORK SHALL BE PERFORMED IN ACCORANCE WITH THE 2022 EDITION OF NFPA 13, THE 2023 EDITION OF NFPA 25, THE 2024 EDITON OF NFPA 101, AND THE 2024 EDITION OF NFPA 170.

4. PIPING AND EQUIPMENT IS SHOWN DIAGRAMMATICALLY THE ACTUAL ROUTING OF PIPING AND EXACT LOCATION OF EQUIPMENT SHALL BE DETERMINED

IN THE FIELD.

5. THE DRAWINGS SUGGEST ROUTING OF PIPING, PIPE SIZES AND APPROXIMATE LOCATION OF HEADS. THE CONTRACTOR SHALL PRODUCE A COMPLETE SET OF WORKING PLANS IN ACCORDANCE WITH NFPA 13. THE SYSTEM SHALL BE HYDRAULICALLY CALCULATED PER THE DESIGN CRITERIA SPECIFIED.

ALL PLANS AND CALCULATIONS SHALL BE STAMPED BY THE CONTRACTOR'S REGISTERED FIRE PROTECTION ENGINEER AND SHALL BE SUBMITTED TO

THE LOCAL AUTHORITY AND OWNER'S UNDERWRITER FOR APPROVAL.

6. IN ADDITION TO REVIEWING AND COORDINATING WITH THE OTHER TRADES (CIVIL, STRUCTURAL, ARCHITECTURAL, HVAC AND ELECTRICAL) THE CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIMSELF WITH THE DETAILS OF CONSTRUCTION.

7. FURNISH AND INSTALL ALL NECESSARY PIPING EQUIPMENT SUPPORTS AND ANY EQUIPMENT NOT SHOWN ON DRAWINGS OR CALLED FOR IN THE

SPECIFICATIONS BUT NECESSARY TO PROVIDE A COMPLETE AND WORKABLE SYSTEM.

8. PROVIDE ACCESS TO ALL EQUIPMENT REQUIRING PERIODIC SERVICE AND MAINTENANCE.

9. FURNISH ACCESS PANELS TO THE GENERAL CONTRACTOR FOR INSTALLATION UNDER THE RELATED TRADES.

10. PITCH ALL PIPING TO DRAIN, PROVIDE AN AUXILIARY DRAIN AT ALL LOW POINTS.

11. PROVIDE WATER TIGHT SLEEVES ON ALL PIPES PASSING THROUGH EXTERIOR WALLS AND BASEMENT FLOORS.

12. ALL VALVES CONTROLLING FIRE PROTECTION MAINS SHALL BE PROVIDED WITH TAMPER/SUPERVISORY SWITCHES WIRED TO THE FIRE ALARM

CONTROL PANEL.

13. CONTRACTOR SHALL PROVIDE FIRE STOPPING FOR ALL PENETRATIONS THRU FIRE WALLS AND FIRE RATED SEPARATIONS, CONTRACTOR SHALL COORDINATE WITH THE ARCHITECTURAL DRAWINGS FOR LOCATIONS AND RATINGS OF ALL FIRE RATED SEPARATIONS AND BARRIERS, INSTALLATION

OF FIRE STOPPING SHALL BE IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS.

14. ALL FIRE PROTECTION SYSTEMS SHALL BE SEISMICALLY BRACED ACCORDING TO THE APPLICABLE SECTIONS OF VA DESIGN MANUAL AND THE

REFERENCED EDITION OF NFPA-13.

15. INSTALL SPRINKLERS IN ACCORDANCE WITH ALL NFPA 13 OBSTRUCTION CRITERIA. PROVIDE ADDITIONAL SPRINKLERS OR ALTERNATE LOCATIONS (WITH

ENGINEER'S APPROVAL) TO COMPLY WITH ALL SPACING AND OBSTRUCTION CRITERIA.

16. PROVIDE MINIMUM 1" PIPE TO ALL INDIVIDUAL SPRINKLERS. DO NOT RE-USE EXISTING 1/2" AND 3/4" OUTLETS FOR NEW ARM-OVER OR RETURN BEND INSTALLATION. PROVIDE NEW 1" (MINIMUM) CONNECTION TO EXISTING BRANCHLINE AS NECESSARY.

17. ALL PIPING SHALL BE SCH 40 BLACK STEEL WITH THREADED FITTINGS 2" AND BELOW, HIGH PRESSURE GROOVED FITTINGS MAY BE USED FOR PIPES LARGER THAN 2". ALL BRANCH PIPING SHALL BE CONNECTED TO THE MAINS EITHER BY MANUFACTURED TEES OR THREADED WELD-O-LETS

18. FLEXIBLE SPRINKLER PIPING IS NOT ALLOWED.

19. HIGH TEMPERATURE SPRINKLERS SHALL BE USED IN THE BOILER PLANT. ORDINARY TEMPERTAURE SPRINKLERS SHALL BE USED IN THE CONTROL

ROOM.

20. CONTRACTOR SHALL ASSUME ALL SHUT OFF VALVES DO NOT WORK AND INCLUDE FREEZING PIPING AS PART OF THEIR BID. ALL SHUT-DOWNS AND IMPAIRMENTS SHALL BE CLOSELY COORDINATED WITH THE VA. SPRINKLER SHUT DOWNS ARE HANDLED BY VA FMS STAFF ONLY. COORDINATE WITH COR AND VISN FIRE PROTECTION ENGINEER. ALL VALVES SHALL BE ACCESSIBLE FROM FLOOR OR HAVE CHAIN DRIVE.

21. ALL NEW SPRINKLER PIPING SHALL BE PAINTED RED. REFER TO SPECIFCATION SECTION 09 91 00 FOR ADDITIONAL INFORMATION.

22. FIRE PROTECTION PIPING MAY BE ENLARGED FROM THE DESIGN DRAWINGS BUT SHALL NOT BE REDUCED.

F

SPR

FDC

SPD

STP

UPRIGHT

RESPONSECONDITIONSYMBOL

QUICKNEW

COVERAGE

STANDARD

K-FACTOR

5.6

FINISH

BRASS

TEMP RATING

225 HIGH

DEMOLITION NOTES

1. REFER TO THE ARCHITECTURAL DRAWINGS FOR THE EXTENT OF THE DEMOLITION SCOPE OF WORK AND AREA. THE DEMOLITION PLANS INDICATE THE

GENERAL INTENT AND ARE NOT INTENDED TO SHOW ALL ITEMS TO BE REMOVED OR RETAINED.

2. THE LOCATIONS OF EXISTING EQUIPMENT INCLUDING PIPING, DUCTWORK, EQUIPMENT, CONDUITS, ETC ARE SHOWN IN AN APPROXIMATE WAY ONLY.

VISIT THE SITE PRIOR TO SUBMISSION OF THE BIDS AND COMMENCEMENT OF WORK TO BECOME FAMILIAR WITH THE ACTUAL CONDITIONS AND

EXTENT OF THE WORK.

3. TRACE AND LABEL ALL EXISTING SYSTEMS WITHIN THE DEMOLITION AREA AND BEYOND PRIOR TO DISCONNECTION AND REMOVAL TO ENSURE THAT NO AREA OUTSIDE THE DEMOLITION AREA IS AFFECTED. REVIEW IN DETAIL WITH THE GENERAL CONTRACTOR AND OWNER WHAT IS TO BE REMOVED AND REMAIN PRIOR TO WORK COMMENCING THE DEMOLITION. THERE SHALL BE NO INTERRUPTION OF SERVICES OUTSIDE THE DEMOLITION AREA

WITHOUT APPROVAL FROM THE OWNER'S REPRESENTATIVE.

4. COORDINATE EQUIPMENT REMOVAL WITH ALL PARTIES TO PROVIDE DISCONNECTION. REMOVE EQUIPMENT BY UNFASTENING AT THE SUPPORTS OR ATTACHMENTS. ALSO REMOVE THE ATTACHMENTS FROM THE BUILDING, LEAVING NO COMPONENT OF THE ORIGINAL INSTALLATION.

5. EXERCISE CARE WITH EQUIPMENT THAT IS TO BE RELOCATED OR TURNED OVER TO THE OWNER. EXAMINE THE EQUIPMENT BEFORE REMOVAL IN THE PRESENCE OF THE OWNER'S REPRESENTATIVE TO DETERMINE ITS CONDITION. DELIVER OWNER-RETAINED EQUIPMENT TO AN ON-SITE LOCATION DESIGNATED BY THE OWNER AND OBTAIN ACKNOWLEDGMENT OF RECEIPT IN ORIGINAL CONDITION.

6. INSTALL RELOCATED EQUIPMENT IN ORIGINAL CONDITION ENSURING NO DAMAGE.

7. PROMPTLY REPAIR ANY DAMAGE CAUSED DURING/BY THE EXECUTION OF WORK. DAMAGE INCLUDES BUT IS NOT LIMITED TO DESTRUCTION OF ITEMS

INTENDED TO REMAIN OR TO BE SALVAGED.

8. NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY OF ANY UNANTICIPATED HIDDEN CONDITIONS ENCOUNTERED DURING THE DEMOLITION.

9. ALL ITEMS REMOVED SHALL BE OFFERED TO THE OWNER FOR SALVAGE. IF THE OWNER DOES NOT TAKE POSSESSION OF THE ITEMS, DISPOSE OF THE ITEMS IN A SAFE AND LEGAL MANNER. ALL ITEMS CLASSIFIED AS HAZARDOUS SHALL BE DISPOSED AS HAZARDOUS WASTES AND A UNIFORM

HAZARDOUS WASTE MANIFEST SHALL BE PROVIDED TO THE OWNER.

10. ENSURE THE SAFE PASSAGE OF PERSONS IN AND AROUND THE BUILDING DURING DEMOLITION. PREVENT INJURY TO PERSONS AND DAMAGE TO PROPERTY. PROVIDE ADEQUATE SHORING AND BRACING TO PREVENT COLLAPSE. IMMEDIATELY REPAIR DAMAGED PROPERTY TO THE CONDITION

BEFORE BEING DAMAGED. TAKE EFFECTIVE MEASURES TO PREVENT WINDBLOWN DUST.

11. DO NOT USE CUTTING TORCHES UNTIL WORK AREA IS CLEARED OF FLAMMABLE MATERIALS. AT CONCEALED SPACES, SUCH AS PIPE INTERIORS, VERIFY CONDITION AND CONTENTS OF HIDDEN SPACE BEFORE STARTING FLAME-CUTTING OPERATIONS. MAINTAIN FIRE WATCH AND PORTABLE FIRE- SUPPRESSION DEVICES DURING FLAME-CUTTING OPERATIONS. MAINTAIN ADEQUATE VENTILATION WHEN USING CUTTING TORCHES.

12. NOTIFY UTILITY COMPANIES IN ACCORDANCE WITH THEIR REQUIREMENTS PRIOR TO DEMOLITION. VERIFY THAT THE UTILITIES HAVE BEEN

DISCONNECTED, VALVED, CAPPED AND MADE SAFE PRIOR TO DEMOLITION.

13. THE EXISTING FIRE PROTECTION SYSTEM (HOSE VALVES AND AREAS OUTSIDE OF THE BOILER ROOM) SHALL REMAIN FULLY FUNCTIONAL DURING THE ENTIRE DEMOLITION AND CONSTRUCTION PERIOD. ALL REQUIRED SYSTEM SHUTDOWNS SHALL BE COORDINATED WITH AND APPROVED BY THE OWNER'S REPRESENTATIVE AND THE AUTHORITY HAVING JURISDICTION. WHEN THE STANDPIPE SYSTEM IS DRAINED TO INSTALL THE VALVES FIRE PROTECTION TO THE CHILLER PLANT WILL ALSO BE REMOVED. A FIRE WATCH WILL BE REQUIRED FOR BOTH AREAS UNTIL FIRE PROTECTION FOR

BOTH AREAS IS RE-ESTABLISHED

14. CREATE AND SUBMIT IMPAIRMENT PLANS TO THE OWNER AND AHJ IF ANY PORTION OF THE EXISTING FIRE PROTECTION SYSTEM IS TAKEN OUT OF SERVICE DURING THE EXECUTION OF THE PROJECT. COORDINATE IMPAIRMENT PLANS WITH THE OWNER.

15. REMOVE ABANDONED AND/OR SCHEDULED TO BE DEMOLISHED FIRE PROTECTION SPRINKLERS, PIPE, FITTINGS, HANGERS, AND SUPPORTS BACK TO

THE LAST ACTIVE MAIN OR BRANCHLINE. CAP OR PLUG ALL OPEN OR UNUSED OUTLETS.

PENDENTQUICKNEW STANDARD 5.6 CHROME 100 ORDINARYQUICK

DRY PIPE SPRINKLER SYSTEMD

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

248 Copeland Street Quincy, MA 02169 P: 617-481-6390 F: 617-687-5990

200 Brickstone Square Andover, MA 01810 P: 978-296-6227 F: 978-475-5768

100% CONSTRUCTION

DOCUMENTS

REPLACE MAIN BOILERS 528A8-17-805

Samuel S. Stratton VA Medical Center, 113 Holland Ave., Albany, New York 12208

06/05/2024

105 Central Street Stoneham, MA 02180 P: 781-275-6050

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P

M

FX-000

FIRE PROTECTION LEGEND

MS JP

DRAWING LIST - FIRE PROTECTION

SHEET

NUMBER SHEET NAME

FX-000 FIRE PROTECTION LEGEND

FD-201 FIRE PROTECTION BASEMENT FLOOR DEMOLITION PLAN

FX-201 FIRE PROTECTION NEW WORK PART PLANS

FX-600 FIRE PROTECTION DETAILS

FX-601 FIRE PROTECTION DETAILS

Revisions: Date:

EXCELS IOR

084767-1

ETBR: 1 1/2"FDV

ETBR: 1 1/2"FDV

STP STP

STP

S T

P

CUT AND CAP EXISTING

4"SPR FOR RECONNECTION

TO NEW FDV

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

248 Copeland Street Quincy, MA 02169 P: 617-481-6390 F: 617-687-5990

200 Brickstone Square Andover, MA 01810 P: 978-296-6227 F: 978-475-5768

100% CONSTRUCTION

DOCUMENTS

REPLACE MAIN BOILERS 528A8-17-805

Samuel S. Stratton VA Medical Center, 113 Holland Ave., Albany, New York 12208

06/05/2024

N

105 Central Street Stoneham, MA 02180 P: 781-275-6050

C U s e rs \m ik e

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P M

FD-201

FIRE PROTECTION BASEMENT FLOOR

DEMOLITION PLAN

MS JP

8' 16'4'0

1/8" = 1'-0"FD-201

1 FIRE PROTECTION BASEMENT FLOOR DEMOLITION PLAN

Revisions: Date:

ETR: 4"STP DROP

ETR: 4"STP DROP

ETR: 2 1/2"STP DROP

4" SPR

ETR 4" STP

ETR 4" STP

S T

P

4" SPR DROP

NOTES:

1. SPRINKLER AND PIPING LOCATIONS, AND

FLOW RATES, SHALL BE DESIGNED AND

INSTALLED PER CREDENTIALED

PROFESSIONAL IN ACCORDANCE WITH

SPECIFICATION SECTION 211313. DRAWING

LAYOUT IS PROVIDED FOR CONSISTENCY

OF APPROXIMATE SCOPE.

2. SPRINKLER PROTECTION SHALL BE

DESIGNED IN ACCORDNCE WITH NFPA 13

REQUIREMNTS FOR ORDINARY HAZARD

GROUP II OCCUPANCY WITH A DESIGN

DENSITY OF 0.20 GPM PER SQ.FT. OVER THE

MOST REMOTE 1,500 SQ.FT.

3. ALL PIPING NEAR EXHAUST OPENINGS

SHALL NOT BE CLOSER THAT 12" TO THE

ROOF OPENING.

4. PIPING SHALL NOT BE LESS IN SIZE THAN

INDICATED ON THE DRAWINGS.

5. PROVIDE LOW POINT DRAINS AS

REQUIRED.

6. MAXIMUM VELOCITY IN MAINS SHALL NOT

EXCEED 25 FPS.

7. MAXIMUM VELOCITY IN BRANCHES SHALL

NOT EXEED 20 FPS.

S P

R

S P

R

/2

S P

R

/2

S P

R

S P

R

S P

R

4" SPR

S P

R

S P

R

S P

R

S P

R 2

S P

R

S P

R

S P

R

4" SPR

S P

R

S P

R

S P

R2

S P

R

S P

R

S P

R

S P

R

S P

R

S P

R

S P

R

4" SPR

S P

R

S P

R

S P

R

S P

R

S P

R

S P

R

S P

R

S P

R

S P

R

S P

R

S P

R

S P

R

S P

R

S P

R

ETR 4" STP

D

D

4"DACV-1

FIREFLEX

TOTAL PAC

N2

2"SPD DN

4"SPR DN

4"D DROP TO

DACV-1

4"D DN TO SUB-

BASEMENT

4" D4" D

F702

FX-600

ETR: 4"STP UP/DN

ETR: 4"STP UP

4" SPR UP

2 1/2"FDV

4" SPR DROP TO 2 1/2"FDV

ETR:4"STP UP

SPRINKLER INSTALLED in

LOW CEILING (TYP. FOR 2)

1"SPR UP

1"SPR UP

2"SPD DROP TO 24" ABOVE

FINISHED GRADE AND SPILL TO

GRADE OUTSIDE. PROVIDE

WITH DOWNTURNED ELBOW,

INSECT SCREEN, AND

CONCRETE SPLASH BLOCK.

PROVIDE UPRIGHT

SPRINKLER PROTECTION

BENEATH MEZZANINE

2" D 2" D

2" D2" D

2" D 2" D

2" D2" D

2" D 2" D

2" D 2" D

4" D

D

D

D

S P

D

D

S P

D

S P

R

S P

D

S P

R

S P

R

S

P R

S P

R

S P

R

S

P R

S P

R

S

P R

S P

R

S P

R

S

P R

S P

R

4" SPR4" SPR

S P

R

2"SPR DROP

BELOW STAIR

PROVIDE LOW

POINT DRAIN

ETR 4" SPR

S P

R

4"SPR AND 2"

SPD UP TO

MEZZANINE4"D UP TO

MEZZANINE

2"D DROP TO DRUM DRIP. PROVIDE

WITH 2"SPD DROP. 24" ABOVE

FINISHED GRADE AND SPILL TO GRADE

OUTSIDE. PROVIDE WITH

DOWNTURNED ELBOW, INSECT

SCREEN, AND CONCRETE SPLASH

BLOCK.

F702

FX-600

TEMPORARY AIR

COMPRESSOR

ENCLOSURE SHALL

BE DEMOLISHED

PRIOR TO

COMPLETION OF FIRE

PROTECTION

SPRINKLER SYSTEM

INSTALLATION 2"SPD

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

248 Copeland Street Quincy, MA 02169 P: 617-481-6390 F: 617-687-5990

200 Brickstone Square Andover, MA 01810 P: 978-296-6227 F: 978-475-5768

100% CONSTRUCTION

DOCUMENTS

REPLACE MAIN BOILERS 528A8-17-805

Samuel S. Stratton VA Medical Center, 113 Holland Ave., Albany, New York 12208

06/05/2024

N

105 Central Street Stoneham, MA 02180 P: 781-275-6050

C

U s e rs \m ik e

.s h n e e r\ D o c u m e n ts \Y

A lb a n y

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FX-201

FIRE PROTECTION NEW WORK PART PLANS

MS JP

8' 16'4'0

1/8" = 1'-0"FX-201

1 Fire Protection Basement New Work Part Plan (Ph2)

1"SPR DROP TO

SPRINKLER

INSTALLED IN

LOW CEILING

1"SPR DROP TO

SPRINKLER

INSTALLED IN

LOW CEILING

8' 16'4'0

1/8" = 1'-0"FX-201

2 Fire Protection Sub-Basement New Work Part Plan (Ph2)

AREA:

DENSITY:

HAZARD:

HEADS FLOWING:

SPRINKLER DEMAND:

HOSE ALLOWANCE:

TOTAL:

SAFETY FACTOR:

ADDITIONAL INFO:

HYDRAULIC DESIGN DATA:

ORDINARY HAZARD GROUP

.20 GPM/SF

1,532 SF

308.96 GPM

250 GPM

558.96 GPM

51.38 PSI

40.57 PSI

REMOTE AREA 1

S1

S2

S3

S4

S5

S6

M1

S7

S8

S9

S10

S11

S12

M2

S13

S14

S15

S16

M3 M4 M5 M6 M7 M8 M9 M10

M11

TOR1 10

TEST

Revisions: Date:

SUPERVISED INDICATING CONTROL VALVE

SWING CHECK VALVE

TO SPRINKLER

ZONE PIPING

ZONE CONTROL ASSEMBLY WITH

INTEGRATED WATER-FLOW SWITCH,

PRESSURE-GAUGE, TEST & DRAIN

VALVE ASSEMBLY AND PRESSURE

RELIEF VALVE

TO DRAIN RISER

OR EXTERIOR

DISCHARGE

FROM

SUPPLY

RISER

ZONE CONTROL ASSEMBLY F600

1. ASSEMBLY WITH CHECK VALVE FOR INSTALLATION FROM STANDPIPE RISER OR DUAL-

FED SPRINKLER ZONE

NO SCALE

UNDERSIDE OF STRUCTURE

CONCENTRIC ONE-PIECE

REDUCER

SPRINKLER

BRANCH PIPING

1" SPRIG

NEW UPRIGHT SPRINKLER FROM NEW BRANCHLINE F815

NO SCALE

UPRIGHT SPRINKLER; POSITION

DEFLECTOR WITH RESPECT TO

STRUCTURAL ELEMENTS PER

NFPA 13 REQUIREMENTS

FOR CONSTRUCTION TYPE.

ELECTRICAL WORK AND DEDICATED SPACE F1101

MIN. 6'-0" OR

TO

STRUCTURA

L CEILING

DEDICATED

ELECTRICAL

SPACE

6'

MAI

N

ON

OFF

MAI

N

ON

OFF

MAI

N

ON

OFF

MAI

N

ON

OFF

MAI

N

ON

OFF

MAI

N

ON

OFF

MIN.

DEPTH

4'-0"

MIN.

HEIGHT

6'-6"

30"

480V

DEDICATED

ELECTRICAL

SPACE BELOW

DEDICATED

ELECTRICAL

SPACE ABOVE

NOTES:

1. NO EQUIPMENT FOREIGN TO THE ELECTRICAL INSTALLATION (PIPING, DUCTS, ETC.) SHALL ENTER THE

DEDICATED SPACE ABOVE OR BELOW ELECTRICAL POWER EQUIPMENT INCLUDING SWITCHGEAR,

SWITCHBOARDS, PANELBOARDS, & MOTOR CONTROL CENTERS.

2. NO EQUIPMENT SHALL PROTRUDE INTO WORKING SPACE.

3. PIPING SYSTEMS INSTALLED ABOVE THE DEDICATED ELECTRICAL SPACE SHALL BE ALLOWED WHERE

DRIP PANS ARE INSTALLED TO CAPTURE LEAKS. RUPTURES OR CONDENSATION DRIPS. THE PIPING

AND DRIP PANS SHALL BOTH BE OUTSIDE THE DEDICATED SPACE ENVELOPE.

WORKING

SPACE

ELECTRICAL CLEARANCE GWB CEILING F1102

VOLTAGE TO GROUND (SINGLE PHASE VOLTAGE) CONDITION 1 CONDITION 2 CONDITION 3

0-150 36" 36" 36"

151-600 36" 42" 48"

CONDITION 1 - EXPOSED LIVE PARTS ON ONE SIDE OF THE WORKING SPACE AND NO LIVE OR

GROUNDED PARTS ON THE OTHER SIDE OF THE WORKING SPACE, OR EXPOSED LIVE PARTS ON BOTH

SIDES OF THE WORKING SPACE THAT ARE EFFECTIVELY GUARDED BY INSULATING MATERIALS.

CONDITION 2 - EXPOSED LIVE PARTS ON ONE SIDE OF THE WORKING SPACE AND GROUNDED PARTS ON THE OTHER SIDE OF THE WORKING SPACE. CONCRETE, BRICK, OR TILE WALLS SHALL BE CONSIDERED AS

GROUNDED CONDITION 3 - EXPOSED LIVE PARTS ON BOTH SIDES OF THE WORKING SPACE

NOTE: CLEARANCE WIDTH SHALL BE 30" OR THE WIDTH OF THE CONTROL PANEL/POWER

CONNECTION, WHICHEVER IS GREATER

30"

MIN.

36"-48"

SEE

TABLE

BELOW

FLOOR TO

TOP OF

EQUIPMENT

36"-48"

SEE TABLE BELOW

MINIMUM ELECTRICAL CLEARANCES (NEC 2017 COMPLIANCE)

SECTION "A-A"

REQUIRED

ELECTRICAL

CLEARANCE

AREA

REQUIRED

ELECTRICAL

CLEARANCE

AREA

PLAN VIEW

EQUIPMENT

EQUIPMENT

PROVIDE MINIMUM

30x22 ACCESS

PANEL WITHIN

CLEARANCE AREA

A

A

CONTROL PANEL/

POWER

CONNECTION/

DISCONNECT

CEILING

CONTROL

PANEL/POWER

CONNECTION/

DISCONNECT

NOTES:

1. DETAIL APPLIES TO ALL MECHANICAL

EQUIPMENT LOCATED ABOVE A

CEILING THAT REQUIRES POWER,

INCLUDING CONTROL POWER.

EQUIPMENT INCLUDES, BUT IS NOT

LIMITED TO, FAN POWERED BOXES,

VAV BOXES, FANS, FAN COIL UNITS,

HEAT PUMPS, CRAC UNITS, DX SPLIT

SYSTEMS, DUCT HEATERS, ETC.

2. ELECTRICAL CLEARANCE AREA

(INCLUDING WITHIN CEILING) MUST

BE FREE FROM LIGHTS, SPRINKLER

HEADS, FIRE ALARM DEVICES,

SPEAKERS, PIPING, DUCTWORK,

BEAMS AND OTHER OBSTRUCTIONS.

3. THE HEIGHT OF THE ELECTRICAL

CLEARANCE SHALL BE AS REQUIRED

TO INSTALL AND PERFORM

MAINTENANCE ON THE EQUIPMENT.

MINIMUM HEIGHT SHALL BE FROM

FLOOR TO TOP OF EQUIPMENT.

4. REFER TO SPECIFIC

MANUFACTURER PRODUCT DATA

FOR ADDITIONAL ACCESS AND

CLEARANCE REQUIREMENTS FOR

FANS, COMPRESSORS, VALVES,

DAMPERS, FILTERS, ETC. PROVIDE

ACCESS PANELS AS REQUIRED.

5. COORDINATE WITH ALL TRADES TO

PROVIDE THESE MINIMUM REQUIRED

CLEARANCES.

ELECTRICAL CLEARANCE ATC CEILING F1103

VOLTAGE TO GROUND (SINGLE PHASE VOLTAGE) CONDITION 1 CONDITION 2 CONDITION 3

0-150 36" 36" 36"

151-600 36" 42" 48"

CONDITION 1 - EXPOSED LIVE PARTS ON ONE SIDE OF THE WORKING SPACE AND NO LIVE OR

GROUNDED PARTS ON THE OTHER SIDE OF THE WORKING SPACE, OR EXPOSED LIVE PARTS ON BOTH

SIDES OF THE WORKING SPACE THAT ARE EFFECTIVELY GUARDED BY INSULATING MATERIALS.

CONDITION 2 - EXPOSED LIVE PARTS ON ONE SIDE OF THE WORKING SPACE AND GROUNDED PARTS ON THE OTHER SIDE OF THE WORKING SPACE. CONCRETE, BRICK, OR TILE WALLS SHALL BE CONSIDERED AS

GROUNDED CONDITION 3 - EXPOSED LIVE PARTS ON BOTH SIDES OF THE WORKING SPACE

NOTE: CLEARANCE WIDTH SHALL BE 30" OR THE WIDTH OF THE CONTROL PANEL/POWER

CONNECTION, WHICHEVER IS GREATER

30"

MIN.

36"-48"

SEE

TABLE

BELOW

FLOOR TO

TOP OF

EQUIPMENT

36"-48"

SEE TABLE BELOW

MINIMUM ELECTRICAL CLEARANCES (NEC 2017 COMPLIANCE)

SECTION "A-A"

REQUIRED

ELECTRICAL

CLEARANCE

AREA

REQUIRED

ELECTRICAL

CLEARANCE

AREA

PLAN VIEW

EQUIPMENT

EQUIPMENT

PROVIDE MINIMUM

30x22 ACCESS

PANEL WITHIN

CLEARANCE AREA

A

A

CONTROL PANEL/

POWER

CONNECTION/

DISCONNECT

CEILING

CONTROL

PANEL/POWER

CONNECTION/

DISCONNECT

NOTES:

1. DETAIL APPLIES TO ALL MECHANICAL

EQUIPMENT LOCATED ABOVE A

CEILING THAT REQUIRES POWER,

INCLUDING CONTROL POWER.

EQUIPMENT INCLUDES, BUT IS NOT

LIMITED TO, FAN POWERED BOXES,

VAV BOXES, FANS, FAN COIL UNITS,

HEAT PUMPS, CRAC UNITS, DX SPLIT

SYSTEMS, DUCT HEATERS, ETC.

2. ELECTRICAL CLEARANCE AREA

(INCLUDING WITHIN CEILING) MUST

BE FREE FROM LIGHTS, SPRINKLER

HEADS, FIRE ALARM DEVICES,

SPEAKERS, PIPING, DUCTWORK,

BEAMS AND OTHER OBSTRUCTIONS.

3. THE HEIGHT OF THE ELECTRICAL

CLEARANCE SHALL BE AS REQUIRED

TO INSTALL AND PERFORM

MAINTENANCE ON THE EQUIPMENT.

MINIMUM HEIGHT SHALL BE FROM

FLOOR TO TOP OF EQUIPMENT.

4. REFER TO SPECIFIC

MANUFACTURER PRODUCT DATA

FOR ADDITIONAL ACCESS AND

CLEARANCE REQUIREMENTS FOR

FANS, COMPRESSORS, VALVES,

DAMPERS, FILTERS, ETC. PROVIDE

ACCESS PANELS AS REQUIRED.

5. COORDINATE WITH ALL TRADES TO

PROVIDE THESE MINIMUM REQUIRED

CLEARANCES.

UNDERSIDE OF STRUCTURE

1" RETURN BEND:

PROVIDE SUPPORT

SPRINKLER BRANCH

PIPING

CONCENTRIC ONE-PIECE

REDUCER

SUSPENDED CEILING

RECESSED PENDENT SPRINKLER

NOTE:

CONCEALED SHOWN FOR ILLUSTRATION ONLY, SEE

SPECIFICATIONS FOR PROJECT SPECIFIC REQUIREMENTS

NEW PENDENT SPRINKLER FROM NEW BRANCHLINE F803

NO SCALE

SPRINKLER UNDER DUCTWORK DIAGRAM F857

NO SCALE

48" DUCT

TYP. PIPE HANGER

RISER NIPPLE

CROSS MAIN

CEILING/ ROOF DECK

UPRIGHT SPRINKLER

HEAD (TYP)

1" DROP TO SPR. HEAD

1" DIRT LEG

NOTE:

1. THE DETAIL SHOWN APPLIES ANYWHERE THERE IS DUCT (OR SIMILAR OBSTRUCTION) OVER 48" WIDE OR IF TWO DUCTS, RUNNING PARALLEL, ARE LESS THAN 12" APART AND THE TOTAL WIDTH IS OVER 48". SPRINKLER

SPACING SHALL BE 7'-0" ALONG LENGTH OF DUCT.

DRY SYSTEM RISER F210

NO SCALE

TO DRY SYSTEM

2" MAIN DRAIN

2" DRAIN TO

EXTERIOR

FROM WET SYSTEM

STANCHION BOLTED TO

EQUIPMENT FITTINGS AND

ANCHORED TO FLOOR

SUPERVISED

INDICATING CONTROL

VALVE

DRY-PIPE VALVE W/ QUICK

OPENING DEVICES &

STANDARD TRIM INCLUDING

WATER & N2 PRESSURE

GAGES, DRAIN & TEST

VALVES, ALARM PRESSURE

SWITCH & N2 PRESSURE

SUPERVISORY SWITCH

N2 CONNECTION

TO DRY-PIPE VALVE TRIM

VIA PRESSURE

MAINTENANCE REGULATOR

(NOT SHOWN)

FIREFLEX TOTALPAC

N2 ENCLOSURE

PGEN-5 FF AIR COMPRESSOR

PGEN-5 FF N2 GENERATOR

DRY / PRE-ACTION SYSTEM AUXILIARY DRAIN

DIAGRAM

F702

DRY SYSTEM AUXILIARY DRAIN

1" VALVE

1" x 2" INCREASER

2" x 12" NIPPLE

1" X 2" INCREASER

1" VALVE

1" NIPPLE AND CAP

NO SCALE

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

248 Copeland Street Quincy, MA 02169 P: 617-481-6390 F: 617-687-5990

200 Brickstone Square Andover, MA 01810 P: 978-296-6227 F: 978-475-5768

100% CONSTRUCTION

DOCUMENTS

REPLACE MAIN BOILERS 528A8-17-805

Samuel S. Stratton VA Medical Center, 113 Holland Ave., Albany, New York 12208

06/05/2024

105 Central Street Stoneham, MA 02180 P: 781-275-6050

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FX-600

FIRE PROTECTION DETAILS

MS JPRevisions: Date:

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

248 Copeland Street Quincy, MA 02169 P: 617-481-6390 F: 617-687-5990

200 Brickstone Square Andover, MA 01810 P: 978-296-6227 F: 978-475-5768

100% CONSTRUCTION

DOCUMENTS

REPLACE MAIN BOILERS 528A8-17-805

Samuel S. Stratton VA Medical Center, 113 Holland Ave., Albany, New York 12208

06/05/2024

105 Central Street Stoneham, MA 02180 P: 781-275-6050

C

U s e rs \m ik e

.s h n e e r\ D o c u m e n ts \Y

A lb a n y

B o ile r_

M E

P

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.S h n e e r.

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:3

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FX-601

FIRE PROTECTION DETAILS

MS JPRevisions: Date: