1600391 DWG 09OF12 FIRE PROTECTION.pdf

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REPAIR NAVY INFORMATION OPERATIONS DETACHMENT NAVSUBASE NEW LONDON, CT
Solicitation number
N40085-20-R-0033
Issued by

About this file

This document package includes construction plans and specifications for a federal contract opportunity. The project involves repairs and renovations to Building 106 at Naval Submarine Base New London in Groton, Connecticut. Work includes selective demolition, replacement of a fire escape tower, HVAC replacement, roof replacement, fire protection system repairs, basement structural repairs and waterproofing, plumbing repairs and replacements, bathroom renovations, loading dock and ramp repairs, structural repairs throughout the building and basement, hazardous material abatement, interior finish replacements, exterior masonry and concrete repairs, lightning protection, and electrical equipment replacements, redistribution and related work. The solicitation number is N40085-20-R-0033 and was issued by the Department of the Navy Naval Facilities Engineering Command for repairs to the Navy Information Operations Detachment facility. The construction plans show details of proposed fire protection system modifications and secure area boundary requirements.

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PPI 45 DSC 0104 MSB.JPG JPG image
Amendment 0008.pdf PDF
B106 Pictures.pdf PDF
Amendment 0007.pdf PDF
Amendment 0006.pdf PDF
Amendment 0005.pdf PDF
Amendment 04.pdf PDF
Amendment 03.pdf PDF
Attachment F - ALL CONTRACORs 5512_REV1.docx DOCX document
Attachment G - Contract General Requirement.docx DOCX document
Amendment 02.pdf PDF
Amendment 01.pdf PDF
1600391spec01of01-vol1.pdf PDF
Attachment B - SECNAV_ 5512_1.pdf PDF
1600391 DWG 06OF12 ENVELOPE.pdf PDF
Attachment E - Price Proposal Form.docx DOCX document
1600391 DWG 05OF12 ARCHITECTURE.pdf PDF
Attachment D - Past Performance Questionnaire.docx DOCX document
1600391 DWG 03OF12 CIVIL.pdf PDF
1600391 DWG 10OF12 PLUMBING.pdf PDF
1600391 DWG 12OF12 ELECTRICAL.pdf PDF
1600391 DWG 04OF12 STRUCTURAL.pdf PDF
Attachment A - Pre-Proposal Inquiry Log Template.xlsx XLSX spreadsheet
Attachment C - Construction Experience Project Data Sheet.docx DOCX document
1600391 DWG 11OF12 MECHANICAL.pdf PDF
1600391 DWG 08OF12 FIRE ALARM.pdf PDF
1600391 DWG 07OF12 LIFE SAFTEY.pdf PDF
1600391 DWG 02OF12 HAZMAT.pdf PDF
1600391 DWG 01OF12 GENERAL.pdf PDF
Solicitation.pdf PDF
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FIRE PROTECTION DEMOLITION NOTES:

1. TAKE CARE DURING DEMOLITION WORK TO AVOID

DAMAGE TO SPRINKLERS AND PIPING. LEAVE

ACOUSTICAL CEILING PANELS IN PLACE IN LOCATIONS

WITH HEADS TO PROVIDE A TEMPORARY HEAT

COLLECTOR DURING CONSTRUCTION.

2. VERIFY THE INTEGRITY, CONDITION AND

LOCATION OF EXISTING PIPING WHICH IS TO BE

REUSED. IF PIPING CANNOT BE REUSED, THE

CONTRACTOR SHALL NOTIFY THE ARCHITECT OR

ENGINEER TO DETERMINE EXTENT OF

REPLACEMENT.

3. SYSTEM SHALL REMAIN IN FULL OPERATION EACH

NIGHT. SYSTEM SHALL BE TESTED AND FILLED AT

END OF EACH DAY TO PROVIDE FULL SPRINKLER

PROTECTION OVERNIGHT DURING CONSTRUCTION.

4. IF DEMOLITION OF THE SPRINKLER SYSTEM REQIRES

AN EXTENDED INTERUPTION IN SERVICE, AS

DETERMINED BY THE AHJ, THE CONTRACTOR SHALL

BE RESPONSIBLE FOR PROVIDING FIREWATCH.

CARRY PRICE FOR WORST CASE OPTION FOR BASE

BID. PROVIDE IMPAIRMENT PLAN FOR LOCAL AHJ AT

NO ADDITIONAL COST TO OWNER.

5. DEMOLITION WORK SHALL BE PERFORMED BY THE

FIRE PROTECTION CONTRACTOR, UNLESS NOTED

OTHERWISE. THE FIRE PROTECTION CONTRACTOR

SHALL COORDINATE ALL WORK CONCERNING

EXISTING EQUIPMENT AND SYSTEMS REMAINING IN

THE BUILDING.

FIRE PROTECTION GENERAL NOTES:

1. THE FIRE PROTECTION SYSTEM SHALL BE DESIGNED TO COMPLY WITH THE DEPARTMENT OF DEFENSE (DOD) UNIFIED FACILITIES CRITERIA (UFC), UNITED FACILITIES GUIDE SPECIFICATION (UFGS) AND NFPA 13 REQUIREMENTS: FINAL DESIGN SHALL BE

BASED ON THIS CRITERIA.

2. EXAMINE ALL CONTRACT DOCUMENTS FOR ALL TRADES. THE FIRE PROTECTION CONTRACTOR SHALL COORDINATE ALL

ELECTRICAL, PLUMBING & HVAC REQUIREMENTS WITH RESPECTIVE CONTRACTOR.

3. DRAWINGS ARE DIAGRAMMATIC ONLY, FINAL ROUTING OF PIPING AND EQUIPMENT LOCATIONS SHALL BE DETERMINED IN THE FIELD. ADDITIONAL OFFSETS, ELBOWS, ETC., SHALL BE PROVIDED AND INSTALLED WITHOUT ADDITIONAL COST TO THE OWNER.

4. VERIFY THE INTEGRITY, CONDITION AND LOCATION OF EXISTING PIPING WHICH IS TO BE REUSED. IF PIPING CANNOT BE REUSED, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER TO DETERMINE EXTENT OF REPLACEMENT.

5. VERIFY IN FIELD EXACT LOCATIONS, PIPE ELEVATIONS AND PIPE SIZES OF EXISTING SPRINKLER PIPING (BRANCH AND MAIN) AND

SPRINKLER HEADS PRIOR TO ANY WORK.

6. TAKE CARE AND PROTECT EXISTING SPRINKLER HEAD (S) AND PIPING TO REMAIN DURING DEMOLITION AND CONSTRUCTION.

7. COORDINATE ALL ELECTRICAL, PLUMBING & HVAC REQUIREMENTS WITH THE ELECTRICAL, PLUMBING AND HVAC CONTRACTORS.

8. FURNISH AND INSTALL ALL INCIDENTAL ACCESSORIES/SUPPLEMENTAL STEEL NECESSARY TO MAKE THE FIRE PROTECTION

WORK COMPLETE AND READY FOR OPERATION.

9. INFORM AND COORDINATE WITH THE OWNER, MIDLANT FPE, AND FIRE DEPARTMENT ALL NECESSARY INTERRUPTIONS TO EXISTING BUILDING SYSTEMS AND SERVICE THAT MAY AFFECT THE NORMAL OPERATION OF OCCUPIED PORTIONS OF THE BUILDING. THE OWNER, MIDLANT FPE, AND FIRE DEPARTMENT SHALL BE INFORMED OF ANY INTERRUPTIONS AT LEAST 72 HOURS IN ADVANCE, AND GRANT PERMISSION OF EACH SHUT-DOWN. PROVIDE COSTS FOR ANY FIRE WATCH OR TEMPORARY SERVICE REQUIRED BY THE AHJ TO REDUCE OR ELIMINATE UNPROTECTED AREAS AT ANY TIME DURING DEMOLISHED CONSTRUCTION. PROVIDE AN IMPAIRMENT PLAN TO THE OWNER, MIDLANT FPE, AND FIRE DEPARTMENT PRIOR TO INSTALLATION.

10. INFORM THE OWNER 14 DAYS IN ADVANCE OF ANY WORK TO BE UNDERTAKEN IN OCCUPIED AREAS OF THE BUILDING ASSOCIATED WITH THIS PROJECT. THE FIRE PROTECTION CONTRACTOR SHALL CONFORM TO THE OWNER'S CRITERIA FOR WORK HOURS, ENVIRONMENTAL ISOLATION, AND NOISE LIMITS FOR PORTIONS OF THE BUILDING THAT ARE OCCUPIED DURING

CONSTRUCTION.

11. PERFORM HYDRANT FLOW TEST AND PROVIDE HYDRAULIC CALCULATIONS FOR THE INSTALLED SYSTEMS.

12. OBTAIN APPROPRIATE WASTEWATER PERMITS AND COORDINATE SPRINKLER SYSTEM DISCHARGE WITH THE WASTEWATER

PROGRAM MANAGER.

13. PROVIDE COORDINATED, HYDRAULICALLY SIZED, AND FULLY DESIGNED SPRINKLER FABRICATION DRAWINGS TO THE ARCHITECT, MIDLANT FPE, AND AHJ FOR REVIEW PRIOR TO ANY WORK, FABRICATION, OR ORDERING OF MATERIALS.

INCLUDED IN THIS SUBMISSION SHALL BE STAMPED AND SIGNED DRAWINGS AND HYDRAULIC CALCULATIONS OF THE ENTIRE FACILITY, AS WELL AS SEISMIC RESTRAINT LOCATIONS AND DESIGN. THIS SHALL ALL BE PROVIDED AFTER COORDINATION

DRAWINGS ARE SUBMITTED AND APPROVED.

14. PROVIDE COORDINATION DRAWINGS FOR REVIEW BY THE ARCHITECT AND ENGINEER PRIOR TO FABRICATION OR INSTALLATION.

COORDINATE THE WORK OF THE FIRE PROTECTION CONTRACT WITH THE WORK OF THE MECHANICAL, PLUMBING, ELECTRICAL, AND TELE/DATA CONTRACTS. RESOLVE LOCATION AND DIMENSION CONFLICTS PRIOR TO FABRICATION OR INSTALLATION.

15. REFER TO SPRINKLER SYSTEM DESIGN CRITERIA SCHEDULE FOR THE SYSTEM HYDRAULIC DESIGN REQUIREMENTS. PROVIDE A PLACARD CONTAINING THE SYSTEM HYDRAULIC REQUIREMENTS. MOUNT PLACARD AT THE SYSTEM RISER.

16. ALL SYSTEM PIPING, FITTINGS, DEVICES, VALVES, AND SPRINKLERS SHALL BE UL LISTED AND FM APPROVED FOR THE SERVICE

AND USE INTENDED.

17. FLOW AND TAMPER SWITCHES WILL BE PROVIDED BY FIRE PROTECTION CONTRACTOR, HOWEVER, ALL ELECTRICAL WIRING IS BY OTHERS. FIRE PROTECTION CONTRACTOR WILL BE RESPONSIBLE TO COORDINATE WITH THE APPROPRIATE

SUBCONTRACTOR.

18. ALL SPRINKLER PIPING SHALL BE AT LEAST 1" SIZE, AND AS REQUIRED BY HYDRAULIC CALCULATIONS.

19. NEW SPRINKLERS SHALL MATCH THE THERMAL SENSITIVITY, RESPONSE TIME, PROTECTION AREA, AND SPACING OF THE

EXISTING SPRINKLERS THAT ARE TO REMAIN WITHIN THE SAME COMPARTMENT.

20. THREADED PIPE SHALL BE BLACK STEEL, SCHEDULE-40 OR EQUAL.

21. GROOVED PIPE SHALL BE BLACK STEEL, SCHEDULE-10 OR EQUAL.

22. PIPING 2 INCHES IN DIAMETER AND SMALLER SHALL BE A MINIMUM OF SCHEDULE-40. PIPING 2.5 INCHES IN DIAMETER AND

LARGER SHALL BE A MINIMUM OF SCHEDULE-40.

23. FITTINGS SHALL BE CLASS 125 THREADED CAST IRON ANSI B16.4.

24. ALL PIPING SHALL BE EARTHQUAKE BRACED AS OUTLINED IN NFPA 13 / FM DATA SHEET 2-8.

25. ALL HANGER COMPONENTS AND INSTALLATION SHALL BE IN ACCORDANCE WITH NFPA 13 / FM DATA SHEETS.

26. ALL NEW PIPING SHALL BE HYDROSTATICALLY TESTED AT SYSTEM WORKING PRESSURE.

SYMBOLS:

DOUBLE CHECK VALVE ASSEMBLY WITH TAMPER SWITCHES

HYDRAULIC REFERENCE POINT

ELECTRIC BELL

SHUT-OFF VALVE (TYPE PER SPECS)

CHECK VALVE

VALVE IN VERTICAL

SHUT-OFF VALVE WITH TAMPER SWITCH

PRESSURE GAUGE

PIPE BREAK

PIPE UP THROUGH FLOOR ABOVE

PIPE DROP OR RISE

PIPE DOWN THROUGH FLOOR

PIPE CAP

WET ALARM CHECK VALVE

DRAIN VALVE

FLOW SWITCH

VALVE IN VERTICAL WITH TAMPER SWITCH

FIRE DEPARTMENT CONNECTION

PENDENT/RECESSED SPRINKLER

EXISTING SPRINKLER PIPING

NEW SPRINKLER PIPING

CONNECT TO EXISTING

POST INDICATOR VALVE

UPRIGHT SPRINKLER

DRY SIDEWALL SPRINKLER

HIGH TEMERATURE (212 ) SPRINKLER (SEE TYPE)

NEW SPRINKLER (SEE TYPE)

DS

EXISTING SPRINKLER TO REMAIN (SEE TYPE)

RELOCATE SPRINKLER (SEE TYPE)

N

E

R

DELETE SPRINKLER (SEE TYPE)D

FIRE PROTECTION SCOPE OF WORK:

1. THE WORK INCLUDES MODIFICATION OF THE EXISTING WET-PIPE SPRINKLER

SYSTEM FOR BUILDING 106 AS INDICATED ON THE DRAWINGS.

2. THE WORK INCLUDES DEMOLITION OF THE EXISTNG ALARM VALVE ASSEMBLY,

CONTROL VALVES, PRESSURE SWITCH, WATER MOTOR GONG, DRAIN PIPING,

CHECK VALVE AND FIRE DEPARTMENT CONNECTION.

3. THE WORK INCLUDES PROVIDEING A NEW RISER CHECK VALVE ASSEMBLY,

CONTROL VALVES, VANE TYPE WATERFLOW SWITCH, ELETRICAL BELL, DRAIN

PIPING, CHECK VALVE, AND STORZ TYPE FIRE DEPARTMENT CONNECTION.

4. THE WORK INCLUDES PROVIDING NEW CONTROL VALVES FOR THE EXISTING

DOUBLE CHECK VALVE BACKFLOW PREVENTER.

5. THE WORK INCLUDES PROVIDING NEW PIPING AND SUPPORTS FOR THE EXISTING

DOUBLE CHECK VALVE BACKFLOW PREVENTER.

6. THE WORK INCLUDES PROVIDING NEW DRY SIDEWALL SPRINKLERS UNDER THE

COMBUSTIBLE CANOPIES ON THE LOADING DOCK.

7. THE WORK INCLUDES PROVIDING NEW SPRINKLERS IN THE EXISTING STAIRWELLS.

8. THE WORK INCLUDES PROVIDING NEW SPRINKLERS ON THE BASEMENT MAIN.

9. THE WORK INCLUDES MODIFYING THE EXISTING SPRINKLER LAYOUT TO

ACCOMODATE NEW CEILINGS AND ROOM CONFIGURATIONS. ADDITIONAL

SPRINKLERS SHALL BE INSTALLED AS NEEDED.

10. THE WORK INCLUDES PROVIDING AUXILIARY DRAINS ON EACH FLOOR OF THE

BUILDING FOR TRAPPED SECTIONS OF THE EXISTING SPRINKLER SYSTEM.

11. THE WORK INCLUDES PROVIDING A TEMPORARY ISOLATION VALVE AND

AUXILARY DRAIN ON THE SECOND FLOOR TO ISOLATE THE WORK AREA.

12. THE WORK INCLUDES PROVIDING HIGH TEMPERATURE SPRINKLERS IN THE

EXISTING SERVER ROOM.

13. THE WORK INCLUDES PROVIDING NEW SPRINKLERS IN THE CLOSETS.

14. THE WORK INCLUDES GROUNDING ALL NEW FIRE PROTECTION WORK THAT

PENETRATES THE BOUNDRIES OF THE SECURED AREAS.

FIRE PROTECTION PHASING NOTES:

1. THE EXISTING FIRE PROTECTION SPRINKLER SYSTEM

WILL BE MODIFIED AS PART OF THIS PROJECT. THE

WORK WILL BE COMPLETED IN ACCORDANCE WITH

THE PROJECT PHASING PLAN. PHASE 1 WILL INVOLVE

THE MODIFICATION OF THE EXISTING SPRINKLER

SYSTEM ON THE 1ST FLOOR AND THE BASEMENT.

PHASE 2 WILL INVOLVE THE MODIFICATION OF

THE NEW SPRINKLER SYSTEM ON THE 2ND FLOOR.

2. THE FIRE PROTECTION SPRINKLER SYSTEM WILL

NEED TO BE DE-ENERGIZED DAILY TO ALLOW FOR

THE WORK TO BE PERFORMED. THE SYSTEM WILL BE

MADE OPERATIONAL AT THE END OF EACH WORKDAY.

THE FIRE PROTECTION CONTRACTOR WILL BE

RESPONSIBLE FOR PROVIDING FIREWATCH FOR

ANY INTERRUPTION IS SERVICE THAT EXCEEDS 8

HOURS. THE CONTRACTOR SHALL BE RESPONSIBLE

FOR COORDINATION OF WORK TO MINIMIZE

DISRUPTION TO THE BUILDING’S OCCUPANTS.

SECURE AREA BOUNDRY PENETRATION NOTES:

1. NEW WET SPRINKLER SYSTEM PIPING WILL BE EQUIPPED WITH DIELECTRIC

BREAKS/COUPLINGS PRIOR TO EXITING THE SECURE AREA.

2. NEW DRY SIDEWALL SPRINKLERS WILL BE ELECTRICALLY BONDED TO

STRUCTURE GROUND AT THE CLOSEST POINT BEFORE EXITING THE SECURE

AREA. THE GROUND WIRE/STRAP WILL NOT EXCEED TWO METERS IN LENGTH.

3. NEW PENETRATIONS WILL REQUIRE CORE DRILLING OF THE EXISTING

EXTERIOR WALLS.

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

SATISFACTORY TO

APPROVED

ACTIVITY

3/10/2020

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

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EPROJECT NO.:

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DRAWFORM REVISION: 12 APRIL 2018

UNCLASSIFIED - FOR OFFICIAL USE ONLY

UNCLASSIFIED - FOR OFFICIAL USE ONLY

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SYMMES MAINI & McKEE

ASSOCIATES

1000 Massachusetts Avenue Cambridge, Massachusetts 02138 P: 617.547.5400 F: 617.648.4920

F

IL

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N A M E

LA

Y O U T N A M E

P L O

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U S E R

CFM/LEJ

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APPROVED BY JOHNATHAN JOHNS

PM&EB SUPERVISOR WITH NAVAL

SUBASE, NEW LONDON, CT

N40085-20-R-0033

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FIRST FLOOR

SECOND FLOOR

ROOF LEVEL

BUILDING 106

BASEMENT LEVEL

EXTERIOR GRADE

NEW SPRINKLER PIPE

EXISTING SPRINKLER PIPE

FIRE DEPARTMENT CONNECTION

OS&Y SUPERVISED GATE VALVE

RISER CHECK VALVE

TEST AND DRAIN VALVE

CHECK VALVE

POST INDICATING VALVE

DOUBLE CHECK VALVE ASSEMBLY

PIPE CONTINUATION

AUXILIARY DRAIN

INDICATING BUTTERFLY VALVE

WATERFLOW SWITCH

DRAIN ELBOW

PRESSURE GAUGE

2 1/2 HOSE VALVE CONNECTION

ELECTRIC BELL

CONNECT TO EXISTING

SYMBOLS LEGEND

PROVIDE NEW RISER CHECK VALVE ASSEMBLY

PROVIDE NEW DRAIN PIPING TO BUILDING EXTERIOR

PROVIDE NEW CONTROL VALVE ASSEMBLY

PROVIDE NEW ELECTRIC BELL ASSEMBLY

PROVIDE NEW CHECK VALVE ASSEMBLY

PROVIDE NEW VANE TYPE WATERFLOW SWITCH

PROVIDE NEW AUXILIARY DRAIN ASSEMBLY

PROVIDE NEW STORTZ CONNECTION FOR FDC

PROVIDE NEW SUPPORTS FOR BACKFLOW PREVENTER

PROVIDE ADDITIONAL SIX INCH PIPING FOR SUPPORT

OF THE EXISTING BACKFLOW PREVENTER.

PROVIDE TEMPORARY ISOLATION VALVE FOR WORK AREA

EXITING BACKFLOW PREVENTER TO REMAIN

EXISTING HOSE VALVE CONNECTIONS TO REMAIN

DEMOLISH THE EXISTING ALARM VALVE ASSEMBLY,

CONTROL VALVES, PRESSURE SWITCH, WATER MOTOR

GONG, DRAIN PIPING, CHECK VALVE, AND FDC.

CONCEPTUAL FIRE PROTECTION RISER DETAIL

N.T.S.SCALE:

A1

KEY NOTES

STORTZ CONNECTION

EXISTING 6"

FIRE SERVICE

ELECTRIC BELL

6"

6"4"

4"

4"

4"

4"

4"

6"

6" 6"

6" 6"

4" PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

SATISFACTORY TO

APPROVED

ACTIVITY

3/10/2020

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

D E

P A

R T

M E

N T

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DRAWFORM REVISION: 12 APRIL 2018

UNCLASSIFIED - FOR OFFICIAL USE ONLY

UNCLASSIFIED - FOR OFFICIAL USE ONLY

U N C

LA

S S

IF

IE

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FO

R

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IC

IA

L U S E O N

LY

SYMMES MAINI & McKEE

ASSOCIATES

1000 Massachusetts Avenue Cambridge, Massachusetts 02138 P: 617.547.5400 F: 617.648.4920

F

IL

E

N A M E

LA

Y O U T N A M E

P L O

TT

E D

U S E R

CFM/LEJ

EJA

APPROVED BY JOHNATHAN JOHNS

PM&EB SUPERVISOR WITH NAVAL

SUBASE, NEW LONDON, CT

N40085-20-R-0033

1600391

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FIRE PROTECTION DRAWING KEYNOTES:

DEMO EXISTING ALARM VALVE ASSEMBLY, CONTROL VALVES,

PRESSURE SWITCH, WATER MOTOR GONG, DRAIN PIPING, CHECK

VALVE AND FDC (SEE DETAIL ON FP-200)

PROVIDE NEW RISER CHECK VALVE ASSEMBLY, CONTROL VALVES,

VANE TYPE WATERFLOW SWITCH, ELECTRIC BELL, DRAIN PIPING,

CHECK VALVE, AND FDC (SEE DETAIL ON FP-200)

PROVIDE DRY SIDEWALL SPRINKLERS IN THE STAIRWELL

(SEE DETAIL ON FP-200)

PROVIDE NEW UNOBSTRUCTED SPRINKLERS ON THE MAIN

(SEE DETAIL ON FP-200)

SECURE AREA BOUNDRY PENETRATION NOTES:

NEW WET SPRINKLER SYSTEM PIPING THAT PENETRATES THE

BOUNDRY OF THE SECURE AREA SHALL BE EQUIPPED WITH DIELECTRIC

BREAKS/COUPLINGS PRIOR TO EXITING THE SECURE AREA.

NEW DRY SIDEWALL SPRINKLERS THAT PENETRATES THE BOUNDRY OF

THE SECURE AREA SHALL BE ELECTRICALLY BONDED TO STRUCTURE

GROUND AT THE CLOSEST POINT BEFORE EXITING THE SECURE AREA.

THE GROUND WIRE/STRAP WILL NOT EXCEED TWO METERS IN LENGTH.

PROVIDE NEW SPRINKLERS AND PIPING IN THE STAIRWELL

(SEE DETAIL ON FP-200)

SECURE AREA BOUNDRY NOTE:

REFER TO A SERIES PLANS FOR BOUNDRY OF SECURE AREA,

REFER TO A-100.1 FOR ADDITIONAL INFORMATION.

0 2 4 8 16 32

N

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

SATISFACTORY TO

APPROVED

ACTIVITY

3/10/2020

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L

F A

C

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A N

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P R

DRAWFORM REVISION: 12 APRIL 2018

UNCLASSIFIED - FOR OFFICIAL USE ONLY

UNCLASSIFIED - FOR OFFICIAL USE ONLY

U N C

LA

S S

IF

IE

D

FO

R

O

FF

IC

IA

L U S E O N

LY

SYMMES MAINI & McKEE

ASSOCIATES

1000 Massachusetts Avenue Cambridge, Massachusetts 02138 P: 617.547.5400 F: 617.648.4920

F

IL

E

N A M E

LA

Y O U T N A M E

P L O

TT

E D

U S E R

CFM/LEJ

EJA

APPROVED BY JOHNATHAN JOHNS

PM&EB SUPERVISOR WITH NAVAL

SUBASE, NEW LONDON, CT

N40085-20-R-0033

1600391

D

EP

AR

TM

EN

T O F

TH

E N

AV

Y

C ry st al

La ke

R d, G ro to n, C T

C ry st al L ak e

R d

, G ro to n

, C T

D

E P

A R

T M

E N

T O

F T

H E

N A

V Y

R C M A

P ro je c ts C M A

N A V S U B A S E

N e w

Lo n d o n

C T

B ld g

P h a s e

D e ta ile d

D e s ig n R E V

IT

D e s ig n C E N

TR

A L_ F P p m o tt o la .r vt

As indicated

:5 :5

A M

N A

V F

A C

N

E W

L O

N D

O N

B L D

G

FP100.1

FI

R E P R O

TE

C

TI

O N

B

AS

EM

EN

T C O N S

TR

U C

TI

O N

P

LA

N

P H

AS

E

F P .1

12811683

PSM PSM CMA

DSN

SCALE: 1/8" = 1'-0"

BASEMENT CONSTRUCTION PLAN - PHASE 1

A1

D E S

IG

N

2 0

E-

FI

N

AL

2/

IS

SU

ED

FO

R

C O N

ST

R U C T I O N

3/

DN

DN

2 2 2

E

E

E

E

E

E

E E E

E E E

E

E

E

E E

EE

N

N DS N DS N DS N DS N DS

N

N

N E

E

E

E

E

N

N

N

N

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E EE

E

E

E

E

E

E

E

EEE

N DS

N

DS

N

DS

E

E

E

E

E

N DS

E

E

E

E

E

E

E

E

E

E

E

N

N

2 3 4 5 6 7 81

A

B

C

D

BP

BP

BP BP

BP

BP BP

BP

BP

MENS ROOM

WOMENS

ROOM

ELEV

(INACTIVE)

ELECTRIC BELL

STAIR 1

MECHANICAL

EQUIPMENT

ROOM

STORAGE

STORAGE

111A

MACHINE

SHOP

STORAGE

111B

OFFICE

OFFICE

OFFICE

OFFICE

107A

OFFICE

LIBRARY

MACHINE

SHOP

STAIR 1

OFFICE

SWITCHGEAR

ROOM

103A

STORAGE

104A

STORAGE

FIRE PROTECTION DRAWING KEYNOTES:

PROVIDE DRY SIDEWALL SPRINKLERS IN EXISTING

STAIRWELLS (SEE DETAIL ON FP-200)

PROVIDE DRY SIDEWALL SPRINKLERS UNDER

EXTERIOR CANOPY (SEE DETAIL ON FP-200)

PROVIDE SPRINKLERS IN ENTRANCE LOBBY

(SEE DETAIL ON FP-200)

DEMOLISH EXISTING ISOLATION VALVE AND

RECONNECT PIPING (SEE DETAIL ON FP-200)

SECURE AREA BOUNDRY PENETRATION NOTES:

NEW WET SPRINKLER SYSTEM PIPING THAT PENETRATES THE

BOUNDRY OF THE SECURE AREA SHALL BE EQUIPPED WITH DIELECTRIC

BREAKS/COUPLINGS PRIOR TO EXITING THE SECURE AREA.

NEW DRY SIDEWALL SPRINKLERS THAT PENETRATE THE BOUNDRY OF

THE SECURE AREA SHALL BE ELECTRICALLY BONDED TO STRUCTURE

GROUND AT THE CLOSEST POINT BEFORE EXITING THE SECURE AREA.

THE GROUND WIRE/STRAP WILL NOT EXCEED TWO METERS IN LENGTH.

SECURE AREA BOUNDRY PENETRATION

(SEE ADDITIONAL REQUIREMENTS ON SHEET)

BP

SECURE AREA BOUNDRY NOTE:

REFER TO A SERIES PLANS FOR BOUNDRY OF SECURE AREA,

REFER TO A-100.1 FOR ADDITIONAL INFORMATION.

0 2 4 8 16 32

N

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

SATISFACTORY TO

APPROVED

ACTIVITY

3/10/2020

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L

F A

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

S

YM

D

ES

C R

IP

TI

O N

D

AT

E

AP

P R

DRAWFORM REVISION: 12 APRIL 2018

UNCLASSIFIED - FOR OFFICIAL USE ONLY

UNCLASSIFIED - FOR OFFICIAL USE ONLY

U N C

LA

S S

IF

IE

D

FO

R

O

FF

IC

IA

L U S E O N

LY

SYMMES MAINI & McKEE

ASSOCIATES

1000 Massachusetts Avenue Cambridge, Massachusetts 02138 P: 617.547.5400 F: 617.648.4920

F

IL

E

N A M E

LA

Y O U T N A M E

P L O

TT

E D

U S E R

CFM/LEJ

EJA

APPROVED BY JOHNATHAN JOHNS

PM&EB SUPERVISOR WITH NAVAL

SUBASE, NEW LONDON, CT

N40085-20-R-0033

1600391

D

EP

AR

TM

EN

T O F

TH

E N

AV

Y

C ry st al

La ke

R d, G ro to n, C T

C ry st al L ak e

R d

, G ro to n

, C T

D

E P

A R

T M

E N

T O

F T

H E

N A

V Y

R C M A

P ro je c ts C M A

N A V S U B A S E

N e w

Lo n d o n

C T

B ld g

P h a s e

D e ta ile d

D e s ig n R E V

IT

D e s ig n C E N

TR

A L_ F P p m o tt o la .r vt

As indicated

:5 :5

A M

N A

V F

A C

N

E W

L O

N D

O N

B L D

G

FP101.1

FI

R E P R O

TE

C

TI

O N

S T

FL

O O R

C O N S

TR

U C

TI

O N

P

LA

N

P H

AS

E

F P .1

12811684

PSM PSM CMA

DSN

SCALE: 1/8" = 1'-0"

1ST FLOOR CONSTRUCTION PLAN - PHASE 1

A1

D E S

IG

N

2 0

E-

FI

N

AL

2/

IS

SU

ED

FO

R

C O N

ST

R U C T I O N

3/

N

N DS

E

N 212

N 212

N 212

N 212

E

E

E

E

N

N

N

E

E

E

E

E E

E E E

D

N

N

N

N

N N N

N

N

N

N

N

N N

R

N

N 212

N 212

N

N

N

N N

N

N

N

N

N

N

N

N

N

N

D

N

N

N

N

N

N

E

N DS

E

E

E

E

E

E

EEE

EEE

E

E

E

N

E

EE

EE

E

E

EE

EEE

N DS

N

N

N

N

DDD

2 3 4 5 6 7 81

A

B

C

D

BP

STAIR 1

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

CORRIDOR

OFFICE

OFFICE

OFFICE

CONFERENCE

ROOM

OFFICE

STAIR 2

MENS ROOM/

LOCKER

WOMENS

ROOM/

LOCKER

ELEV

(INACTIVE)

LOBBY

KITCHENETTE

SUPPLY

CHIEF

OFFICE

215A

IT CLOSET

SUPPLY

STORE

ROOM &

OFFICE

IT CLOSET

COMMON

AREA

JAN. CLOSET

STORAGE

FIRE PROTECTION DRAWING KEYNOTES:

PROVIDE DRY SIDEWALL SPRINKLERS IN EXISTING

STAIRWELLS (SEE DETAIL ON FP-200)

PROVIDE HIGH TEMPERATURE SPRINKLERS IN

SERVER ROOM (SEE DETAIL ON FP-200)

PROVIDE NEW SPRINKLERS IN UNSPRINKLED

CLOSETS (SEE DETAIL ON FP-200)

PROVIDE NEW ISOLATION VALVE AND AUXILLARY

DRAIN (SEE DETAIL ON FP-200)

SECURE AREA BOUNDRY PENETRATION NOTES:

NEW WET SPRINKLER SYSTEM PIPING THAT PENETRATES THE

BOUNDRY OF THE SECURE AREA SHALL BE EQUIPPED WITH DIELECTRIC

BREAKS/COUPLINGS PRIOR TO EXITING THE SECURE AREA.

NEW DRY SIDEWALL SPRINKLERS THAT PENETRATE THE BOUNDRY OF

THE SECURE AREA SHALL BE ELECTRICALLY BONDED TO STRUCTURE

GROUND AT THE CLOSEST POINT BEFORE EXITING THE SECURE AREA.

THE GROUND WIRE/STRAP WILL NOT EXCEED TWO METERS IN LENGTH.

SECURE AREA BOUNDRY PENETRATION

(SEE ADDITIONAL REQUIREMENTS ON SHEET)

BP

SECURE AREA BOUNDRY NOTE:

REFER TO A SERIES PLANS FOR BOUNDRY OF SECURE AREA,

REFER TO A-100.1 FOR ADDITIONAL INFORMATION.

0 2 4 8 16 32

N

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

SATISFACTORY TO

APPROVED

ACTIVITY

3/10/2020

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L

F A

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

S

YM

D

ES

C R

IP

TI

O N

D

AT

E

AP

P R

DRAWFORM REVISION: 12 APRIL 2018

UNCLASSIFIED - FOR OFFICIAL USE ONLY

UNCLASSIFIED - FOR OFFICIAL USE ONLY

U N C

LA

S S

IF

IE

D

FO

R

O

FF

IC

IA

L U S E O N

LY

SYMMES MAINI & McKEE

ASSOCIATES

1000 Massachusetts Avenue Cambridge, Massachusetts 02138 P: 617.547.5400 F: 617.648.4920

F

IL

E

N A M E

LA

Y O U T N A M E

P L O

TT

E D

U S E R

CFM/LEJ

EJA

APPROVED BY JOHNATHAN JOHNS

PM&EB SUPERVISOR WITH NAVAL

SUBASE, NEW LONDON, CT

N40085-20-R-0033

1600391

D

EP

AR

TM

EN

T O F

TH

E N

AV

Y

C ry st al

La ke

R d, G ro to n, C T

C ry st al L ak e

R d

, G ro to n

, C T

D

E P

A R

T M

E N

T O

F T

H E

N A

V Y

R C M A

P ro je c ts C M A

N A V S U B A S E

N e w

Lo n d o n

C T

B ld g

P h a s e

D e ta ile d

D e s ig n R E V

IT

D e s ig n C E N

TR

A L_ F P p m o tt o la .r vt

As indicated

:5 :0

A M

N A

V F

A C

N

E W

L O

N D

O N

B L D

G

FP102.2

FI

R E P R O

TE

C

TI

O N

N D

FL

O O R

C O N S

TR

U C

TI

O N

P

LA

N

P H

AS

E

F P .2

12811685

PSM PSM CMA

DSN

SCALE: 1/8" = 1'-0"

2ND FLOOR CONSTRUCTION PLAN - PHASE 2

A1

D E S

IG

N

2 0

E-

FI

N

AL

2/

IS

SU

ED

FO

R

C O N

ST

R U C T I O N

3/

SCALE:

SCALE:

SCALE:

SCALE:

SCALE:

SCALE:

TYPICAL HORIZONTAL DRY SIDEWALL SPRINKLER DETAIL

NOT TO SCALE

TYPICAL PENDENT SPRINKLER RETURN BEND DETAIL

NOT TO SCALE

TYPICAL PENDENT SPRINKLER INSTALLATION DETAIL

NOT TO SCALE

TYPICAL RISER CHECK VALVE ASSEMBLY DETAIL

NOT TO SCALE

TYPICAL UPRIGHT SPRINKLER INSTALATION DETAIL

NOT TO SCALE

TYPICAL UPRIGHT SPRINKLER WITH PIPE SPRIG DETAIL

NOT TO SCALE

C1

B1

C2

B2

C4

B4

BRANCHLINE

SUSPENDED CEILING

1" NIPPLE

RECESSED PENDENT SPRINKLER

1" X 1/2" R.C.

1" 90 EL.

1" X DROP

(SEE PLAN)

1" X ARMOVER PROVIDE NEW RISER CHECK VALVE*

IN THE CENTER OF CEILING TILES UNLESS

ALL SPRINKLERS ARE TO BE INSTALLED*

OTHERWISE APPROVED BY ARCHITECT/ENGINEER

PER MANUFACTURE

CEILING

WALL

ACOUSTICAL CEILING TILE

TO EXISTING

SPRINKLER SYSTEM

FROM EXISTING

FIRE SERVICE

OF THE SECURE AREA SHALL BE GROUNDED

ALL SPRINKLERS THAT PENETRATE THE BOUNDARY*

AND CONTROL VALVE ASSEMBLY

PROVIDE NEW PRESSURE RELIEF VALVE*

MECHANICAL TEE, PIPING, FITTINGS, AND SPRINKLERS.

ON THE MAIN IN THE BASEMENT AND PROVIDE NEW*

UPRIGHT SPRINKLER

BRANCHLINE

THREADED TEE

DRY SIDEWALL SPRINKLER

PROVIDE NEW OS&Y VALVES FOR*THE EXISTING BACKFLOW PREVENTER

PROVIDE NEW VANE TYPE WATERFLOW*SWITCH AND ELECTRIC BELL ASSEMBLY

PROVIDE NEW STORTZ CONNECTION*AND CHECK VALVE

PROVIDE NEW PIPING AND SUPPORTS FOR*THE EXISTING BACKFLOW PREVENTER

DEMOLISH THE EXISTING ALARM VALVE,*PRESSURE SWITCH, CONTROL VALVES,

CHECK VALVE, WATER MOTOR GONG AND

FIRE DEPARTMENT CONNECTION.

EXISTING SPRINKLER MAIN

NEW UPRIGHT SPRINKLER

NEW PIPE AND FITTINGS

NEW MECHANICAL TEE

DEMOLISH EXISTING SPRINKLERS INSTALLED DIRECTLY

EXISTING BACKFLOW

PREVENTER TO REMAIN

EXISTING HOSE VALVE

STORZ TYPE FDC

CHECK VALVE

WATERFLOW SWITCH

OS&Y VALVE

RISER CHECK ASSEMBLY

CONTROL VALVE

AND NEW DRAIN PIPING TO EXTERIOR

CONNECTIONS TO REMAIN

PIPE SUPPORT

EQ

EQ

EQ EQ

EQ EQ

EQ

EQ

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

SATISFACTORY TO

APPROVED

ACTIVITY

3/10/2020

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L

F A

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

S

YM

D

ES

C R

IP

TI

O N

D

AT

E

AP

P R

DRAWFORM REVISION: 12 APRIL 2018

UNCLASSIFIED - FOR OFFICIAL USE ONLY

UNCLASSIFIED - FOR OFFICIAL USE ONLY

U N C

LA

S S

IF

IE

D

FO

R

O

FF

IC

IA

L U S E O N

LY

SYMMES MAINI & McKEE

ASSOCIATES

1000 Massachusetts Avenue Cambridge, Massachusetts 02138 P: 617.547.5400 F: 617.648.4920

F

IL

E

N A M E

LA

Y O U T N A M E

P L O

TT

E D

U S E R

CFM/LEJ

EJA

APPROVED BY JOHNATHAN JOHNS

PM&EB SUPERVISOR WITH NAVAL

SUBASE, NEW LONDON, CT

N40085-20-R-0033

1600391

D

EP

AR

TM

EN

T O F

TH

E N

AV

Y

C ry st al

La ke

R d, G ro to n, C T

C ry st al L ak e

R d

, G ro to n

, C T

D

E P

A R

T M

E N

T O

F T

H E

N A

V Y

R C M A

P ro je c ts C M A

N A V S U B A S E

N e w

Lo n d o n

C T

B ld g

P h a s e

D e ta ile d

D e s ig n R E V

IT

D e s ig n C E N

TR

A L_ F P p m o tt o la .r vt

1" = 10'-0"

:5 :0

A M

N A

V F

A C

N

E W

L O

N D

O N

B L D

G

FP200

FI

R E P R O

TE

C

TI

O N

D

ET

AI

LS

P

LA

N

F P

12811686

PSM PSM CMA

DSN

D E S

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N

2 0

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N

AL

2/

IS

SU

ED

FO

R

C O N

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R U C T I O N

3/

FP001 - FIRE PROTECTION NOTES AND SYMBOLS PLAN
FP002 - FIRE PROTECTION RISER DIAGRAM PLAN
FP100.1 - FIRE PROTECTION BASEMENT CONSTRUCTION PLAN - PHASE 1
FP101.1 - FIRE PROTECTION 1ST FLOOR CONSTRUCTION PLAN - PHASE 1
FP102.2 - FIRE PROTECTION 2ND FLOOR CONSTRUCTION PLAN - PHASE 2
FP200 - FIRE PROTECTION DETAILS PLAN

2020-04-04T10:10:26-0400

2020-04-04T10:10:51-0400

2020-04-04T10:10:56-0400

2020-04-04T10:10:59-0400

2020-04-04T10:11:03-0400

2020-04-04T10:11:06-0400

2020-04-05T11:18:26-0400
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.
2020-04-05T11:18:47-0400
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.
2020-04-05T11:18:48-0400
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.
2020-04-05T11:18:48-0400
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.
2020-04-05T11:18:57-0400
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.
2020-04-05T11:19:02-0400
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.
2020-04-05T11:19:19-0400
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.
2020-04-05T11:19:32-0400
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.
2020-04-05T11:19:32-0400
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.
2020-04-05T11:19:32-0400
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.
2020-04-05T11:19:33-0400
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.
2020-04-05T11:19:33-0400
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.

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