36E77619R0086-010.pdf

1. THE GENERAL CONTRACTOR/CONSTRUCTION MANAGER SHALL PROVIDE ALL SUBCONTRACTORS, AT

THE TIME OF BID, THEIR SITE SPECIFIC TEMPORARY PROTECTION/IMPAIRMENT PLAN THAT IS IN

ACCORDANCE WITH NFPA 241. ALL COSTS ASSOCIATED WITH THE BELOW SAFEGUARDING DURING

DEMOLITION, ALTERATION, CONSTRUCTION, PHASING, SHUTDOWNS, ETC. WITH REGARD TO FIRE

PROTECTION SYSTEMS SHALL BE INCLUDED IN THE EACH OF THE FIRE PROTECTION CONTRACTOR'S

BASE BIDS.

2. THE CONTRACTOR SHALL PROVIDE TEMPORARY PROTECTION DURING CONSTRUCTION, ALTERATION

AND DEMOLITION ACTIVITIES. TEMPORARY PROTECTION SHALL BE PROVIDED WHILE PORTIONS OF

THE EXISTING FIRE PROTECTION SPRINKLER SYSTEM OR EXISTING FIRE PROTECTIVE SIGNALING

SYSTEMS ARE IMPAIRED OR OUT OF SERVICE.

3. TEMPORARY PROTECTION SHALL BE INSTALLED THROUGHOUT THE AFFECTED AREAS IN

ACCORDANCE WITH LOCAL FIRE DEPARTMENT REQUIREMENTS. REFER TO FIRE ALARM

SPECIFICATION, DIVISION 28, FOR TEMPORARY FIRE DETECTION EQUIPMENT OPTIONS.

4. TEMPORARY FIRE PROTECTIVE DEVICES SHALL BE INSTALLED IN ACCORDANCE WITH THE

PRODUCT'S LABELING, MANUFACTURER'S LISTING REQUIREMENTS AND APPLICABLE CODES.

5. INSTALLATION OF TEMPORARY FIRE PROTECTIVE DEVICES SHALL BE COORDINATED WITH THE

CONSTRUCTION ALTERATION AND DEMOLITION CONDITIONS AND SHALL ACCOUNT FOR STRUCTURAL

MEMBERS, DUCTWORK, PIPING AND CONDUIT RACKS AS THEY OCCUR OR ARE ENCOUNTERED

DURING CONSTRUCTION.

6. TEMPORARY FIRE PROTECTIVE DEVICES SHALL BE CONNECTED TO THE BUILDING'S FIRE ALARM

SYSTEM AND SHALL FUNCTION AS PERMANENT UNTIL REPLACED WITH FINAL FIRE PROTECTION AND

FIRE PROTECTIVE SYSTEMS. REFER TO FIRE ALARM SPECIFICATION, DIVISION 28, FOR ADDITIONAL

INFORMATION AND REQUIREMENTS.

7. TEMPORARY FIRE DEVICE LAYOUT SHALL BE CHANGED AS NECESSARY DURING CONSTRUCTION IN

ORDER TO MAINTAIN PROPER COVERAGE INCLUDING SPACING AND LOCATION OF DEVICES AS WORK

PROGRESSES AND BUILDING AREAS ARE IMPACTED.

8. TEMPORARY FIRE PROTECTIVE DEVICES SHALL BE ADDED OR RELOCATED AS DIRECTED BY THE

LOCAL FIRE DEPARTMENT.

9. SAFEGUARDING OF THE BUILDING DURING DEMOLITION, ALTERATION AND CONSTRUCTION SHALL BE

A JOINT COOPERATIVE EFFORT INVOLVING THE ENTIRE PROJECT TEAM, AND PRIMARILY THE FIRE

PROTECTION CONTRACTOR, THE FIRE ALARM CONTRACTOR, THE GENERAL

CONTRACTOR/CONSTRUCTION MANAGER, OWNER AND ALL AUTHORITIES HAVING JURISDICTION. THE

FIRE PROTECTION CONTRACTOR AND FIRE ALARM CONTRACTOR SHALL COORDINATE WITH ANY AND

ALL PARTIES AS APPROPRIATE IN ORDER TO ACHIEVE PROPER SAFEGUARDING AS DESCRIBED IN

THE PROJECT DOCUMENTS.

10. THE CONTRACTORS SHALL ENSURE PROPER BUILDING PROTECTION AND SAFEGUARDING AT ALL

TIMES DURING DEMOLITION, ALTERATION, AND CONSTRUCTION IN COMPLETE COMPLIANCE WITH ALL

APPLICABLE CODES, REGULATIONS AND STANDARDS.

11. DURING TIMES WHEN THE EXISTING NEW BUILDING FIRE PROTECTION SYSTEMS ARE IMPAIRED, THE

CONTRACTORS SHALL PROVIDE APPROPRIATE SAFEGUARDING OF THE RENOVATION WORK AREA,

AND TEMPORARY HEAT DETECTION OR ADEQUATE ALTERNATE PROTECTION THROUGHOUT THE

SPACE, AS COORDINATED WITH, AND APPROVED BY, THE TENANT'S AND OWNER'S FIRE PREVENTION

PROGRAM MANAGER, BUILDING MANAGER, CONSTRUCTION MANAGER, INSURANCE UNDERWRITERS,

AND ALL AUTHORITIES HAVING JURISDICTION.

12. SAFEGUARDING SHALL ALSO APPLY TO ALL RELATED PHASING, SHUT-DOWNS, SWING SPACES, TEMPORARY SERVICES AND FACILITIES, RELOCATIONS, ETC. ALTERNATIVE SAFEGUARDING SUCH

AS, BUT NOT LIMITED TO, FIRE WATCH PERSONNEL, OR TEMPORARY FIRE PROTECTION SYSTEMS, MAY BE CONSIDERED IF ACCEPTABLE TO THE TENANT/OWNER AND AUTHORITIES HAVING

JURISDICTION. REFER TO, AND COORDINATE WITH, FIRE ALARM SYSTEMS DOCUMENTS, AND

SAFEGUARDING AND IMPAIRMENTS NOTES AND SPECIFICATIONS. COORDINATE WITH FIRE ALARM

SYSTEM CONTRACTOR AND ALL OTHER TRADES.

13. PROVIDE (AND INCLUDE AS SHOP DRAWINGS SUBMITTALS) A COMPLETE DEMOLITION, ALTERATION, CONSTRUCTION, PHASING AND IMPAIRMENT PLAN TO INCLUDE THE SAFEGUARDING INFORMATION

ABOVE, A SCHEDULE OF PROJECT MILESTONES AND RELATED WORK, AND AN ANTICIPATED

SCHEDULE FOR INSTALLATION, IMPAIRMENTS, PROGRAMMING AND ALL PHASES OF FINAL TESTING

AND COMPLETION OF THE WORK. THIS PLAN SHALL BE COORDINATED WITH ALL AUTHORITIES

HAVING JURISDICTION, THE TENANT'S/OWNER'S FIRE PREVENTION PROGRAM MANAGER,

CONSTRUCTION MANAGER, AND SHALL INCLUDE ANY AND ALL INFORMATION, DRAWINGS, AND

GRAPHICS TO MEET THE APPROVAL OF THE AUTHORITIES HAVING JURISDICTION. THE

CONTRACTORS SHALL PROVIDE FIREWATCH PERSONNEL OR TEMPORARY PROTECTION AS

REQUIRED BY ANY AUTHORITIES HAVING JURISDICTION, THE TENANT/OWNER, OR THE

TENANT'S/OWNER'S INSURANCE UNDERWRITERS.

14. THE ABOVE IMPAIRMENT PLAN SHALL BE APPROVED BY ALL AUTHORITIES, TENANT/OWNER FIRE

PREVENTION PROGRAM MANAGER, TENANT/OWNER INSURANCE UNDERWRITERS, ETC., PRIOR TO

ANY SHUTDOWNS OR IMPAIRMENTS.

FIRE PROTECTION GENERAL NOTES

1. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND SYSTEMS TO WHICH NEW

CONNECTIONS ARE MADE BECAUSE THIS WORK IS RENOVATION WORK. LOCATIONS OF PIPING,

ELEVATIONS, SIZES, ETC. HAVE BEEN OBTAINED FROM THE BEST SOURCES AVAILABLE AND MUST

BE FIELD VERIFIED PRIOR TO COMMENCING WORK IN AREAS WHERE RENOVATIONS ARE TO TAKE

PLACE. NOTIFY ARCHITECT FOR DIRECTION IF ANY DIFFERENCES ARISE BETWEEN ON-SITE

CONDITIONS AND CONDITIONS SHOWN ON THE DRAWINGS AS EXISTING.

2. NEW HEADS AND PIPING ETC. ARE DRAWN IN HEAVILY.

3. EXISTING AND/OR NOT IN CONTRACT SPRINKLER AND STANDPIPE PIPING, HEADS AND DEVICES

ARE DRAWN LIGHTLY OR ARE NOTED ON PLANS.

4. EXISTING SPRINKLER AND STANDPIPE PIPING, HEADS AND DEVICES TO BE REMOVED ARE DRAWN

CROSSHATCHED OR ARE NOTED ON PLANS.

5. COORDINATE SPRINKLER SYSTEM SHUTDOWN WITH OWNER AND GENERAL CONTRACTOR,

PERFORM SHUTDOWNS ON PREMIUM TIME IF NECESSARY. NOTIFY OWNER AT LEAST (1) WEEK

PRIOR TO ANY SHUTDOWN.

6. COORDINATE WORK WITH PHASING SCHEDULE. ALL WORK TO OCCUR AT OWNER'S CONVENIENCE.

NOTIFY OWNER WELL IN ADVANCE OF BEGINNING ANY PHASE OF WORK.

7. AFTER ANY SHUTDOWN, RETURN REMAINING SYSTEM TO ACTIVE CONDITION AS SOON AS

POSSIBLE.

8. IN NO CASE SHALL THE SPRINKLER SYSTEM BE INACTIVE AFTER WORKING HOURS.

9. IN CASES WHERE PORTIONS OF THE EXISTING BUILDING SHALL REMAIN IN OPERATION DURING

CONSTRUCTION, THE PHASING REQUIREMENTS SHALL BE MET BY THIS SUBCONTRACTOR AND ALL

REQUIRED PIPE, VALVES, AND FITTINGS NECESSARY TO ACCOMPLISH SAME SHALL BE PROVIDED.

10. IT SHALL BE THE RESPONSIBILITY OF THE FIRE PROTECTION SUBCONTRACTOR DURING

DEMOLITION TO SUPPORT AND PROTECT FROM DAMAGE ALL FIRE PROTECTION SYSTEMS WHICH

ARE EXISTING TO REMAIN. FIRE PROTECTION SYSTEMS SHALL BE SUPPORTED IN ACCORDANCE

WITH NFPA 13 AND 14.

11. FIRE PROTECTION SUBCONTRACTOR SHALL TAKE NOTICE OF THE BUILDING/SPRINKLER SYSTEM

ALARM ZONE SEPARATIONS INDICATED. FIRE PROTECTION SUBCONTRACTOR SHALL CONNECT

SPRINKLER HEADS AND PIPING FOR EACH BUILDING/ZONE TO THE SPRINKLER MAIN ORIGINATING

FROM THE FLOOR CONTROL VALVE STATION(S) SERVING THAT PARTICULAR ZONE.

12. SPRINKLER HEADS SHALL BE CENTERED IN CEILING TILES IN ALL LOCATIONS THAT HAVE CEILING

GRID.

13. IN AREAS WITHOUT FINISHED CEILINGS UPRIGHT SPRINKLER HEADS SHALL BE USED.

14. IN AREAS WITH FINISHED CEILINGS CONCEALED SPRINKLER HEADS SHALL BE USED UNLESS

OTHERWISE NOTED.

ARROW INDICATES DIRECTION OF SLOPE DOWN

INDICATING VALVE WITH SUPERVISORY SWITCH

CHECK VALVE W/ AUTOMATIC BALL DRIP

FPC

EX.

FIRE PROTECTION CONTRACTOR

EXISTING

NC

FBO

TYP

AFG

AFF

F & I

NTS

LFPC

NORMALLY CLOSED

FURNISHED BY OWNER

FURNISH & INSTALL

ABOVE FINISHED FLOOR

ABOVE FINISHED GRADE

LIMIT OF FIRE PROTECTION CONTRACT

TYPICAL

NOT TO SCALE

NIFPC

MACV

FCVA

DCVA

TB

NOT IN FIRE PROTECTION CONTRACT

CONCRETE THRUST BLOCK

DOUBLE CHECK VALVE ASSEMBLY

FLOOR CONTROL VALVE ASSEMBLY

WET MAIN ALARM CHECK VALVE

FS

CV

VIV

WATERTIGHT SLEEVE

VALVE IN VERTICAL

FLOW SWITCH

CV

SD

ARROW INDICATES DIRECTION OF FLOW

CHECK VALVE

CAPPED PIPE

UPRIGHT SPRINKLER

PENDENT SPRINKLER

SIDEWALL SPRINKLER

SPRINKLER DRAIN

F

SPR

FSP

F

FIRE MAIN

FIRE MAIN UNDERGROUND

WET SPRINKLER PIPE

SPRINKLER RISER

NON-INDICATING VALVE

ELECTRIC ALARM BELL

DROP PIPE DROP

DN

UP

PIPE DOWN

PIPE UP

AP ACCESS PANEL

HOSE END DRAIN VALVEDV

FIRE PROTECTION LEGEND, SYMBOLS AND ABBREVIATIONS

HYDRAULIC NODE POINT DESIGNATION

SD

FSP

SPR

TH FIRE PUMP TEST HEADERTH

FDC FIRE DEPARTMENT INLET CONNECTIONFDC

FDC FIRE DEPARTMENT CONNECTION

WTS

F

F

EXTENDED COVERAGE SPRINKLER

EX

FLOOR:

AREA OF APPLICATION

FT2

HOSE ALLOWANCE

GPM

DENSITY

GPM/FT2

REMARKS:

SYSTEM TYPE:

HAZARD CLASSIFICATION

COVERAGE PER

SPRINKLER (FT2)

DENOTES SPRINKLER DESIGN

CRITERIA

TH FIRE PUMP TEST HEADER

TEMPORARY PROTECTION, IMPAIRMENTS

AND SAFEGUARDING

DRY PENDANT SPRINKLER

C-CLAMP WITH RESTRAINING STRAP

FOR PIPING 3" AND SMALLER

C-CLAMP WITH RESTRAINING STRAP TOP

BEAM FOR PIPING 3" AND SMALLER

SIDE BEAM CLAMP

HANGER ROD- TYPICAL

(SEE NOTE 1)

DOUBLE SIDED

BEAM CLAMP

STRUCTURAL STEEL

OR OPEN WEB STEEL

JOISTS - TYPICAL

CONCRETE FLOOR OR ROOF SLAB

METAL DECKING

METAL CHANNEL STRUT

NUT AND

WASHER

(TYPICAL)

BEAM CLAMP

(TYPICAL)

NOTE 1:

REFER TO PIPE HANGER DETAIL FOR HANGER ROD SIZE, FOR CEILING SUSPENDED EQUIPMENT PROVIDE MINIMUM 3/8"

DIAMETER HANGER ROD (REFER TO MANUFACTURERS INSTALLATION INSTRUCTIONS).

TYPICAL METHODS OF SECURING HANGER RODS TO

STRUCTURE STEEL DETAIL

NTS

HANGER ROD

LOCKING NUT

SUPPORT NUT

CLEVIS HANGER

PIPE

PROVIDE SPACER BAR TO

PREVENT HYDRAULIC UPLIFT

AT END OF BRANCH PIPING

BAND HANGER

3 INCH AND LARGER 2 1/2 INCH AND SMALLER

PIPE SIZE

4" AND SMALLER

5", 6" AND 8"

HANGER ROD SCHEDULE MAXIMUM HANGER SPACING

PIPE SIZE

1"

1 1/4"

1 1/2"

2"

2 1/2"

12'-0"

ROD SIZE

3/8" DIA.

1/2" DIA.

SPRINKLER PIPE HANGER

INSTALLATION DETAIL

NTS

BRANCH PIPING END RESTRAINT (LOCATED ONLY AT END

OF BRANCH PIPING) INSTALLED PER NFPA 13

HANGER SPACING

3"

4" - 8"

NOTE: ALL HANGERS SHALL BE IN ACCORDANCE WITH

NFPA 13, NFPA 14 AND NFPA 24.

12'-0"

15'-0"

15'-0"

15'-0"

15'-0"

15'-0"

STANDARD ROLL GROOVE SPECIFICATIONS AND ALLOWANCES

REQUIRED FOR FIRE PROTECTION STEEL PIPING

NTS

D

C

BA

FOD

B

T

NOMINAL

SIZE

(INCHES)

PIPE

OUTSIDE

DIAMETER

"O.D."

(INCHES)

GASKET

SEAT

"A"

(INCHES)

GROOVED

WIDTH

"B"

(INCHES)

GROOVED

DIAMETER

"C"

(INCHES)

GROOVED

DEPTH

"D"

(INCHES)

MINIMUM

ALLOWABLE

WALL

THICKNESS

"T"

(INCHES)

MAXIMUM

ALLOWABLE

FLARE

DIAMETER

"F"

(INCHES)

2 1/2 2.875 0.625 0.344 2.720 0.078 2.98 0.083

3 3.500 0.625 0.344 3.344 0.078 3.60 0.083

4 4.500 0.625 0.344 4.334 0.083 4.60 0.083

6 6.625 0.625 0.344 6.455 0.085 6.73 0.109

8 8.625 0.750 0.469 8.441 0.092 8.80 0.109

10 10.750 0.750 0.469 10.562 0.094 10.92 0.134

12 12.750 0.750 0.469 12.531 0.109 12.92 0.156

Project TitleDrawing 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 STAMPCONSULTANTS

321 4 5 6 7 8 9 10

CIVIL:

Pare Corporation 8 Blackstone Valley Place Lincoln, RI 02865

Phone: 401-334-4100 Facsimile: 401-334-4108

CONFORMED CONSTRUCTION DOCUMENTS

290 Congress St., 5th Floor Boston, MA 02210

Phone: 617-895-1000

VA Medical Center Providence, RI Expand Bldg. 1 to Replace Hemodialysis Phase 1

Providence, RI

650-342

Project Director

FULLY SPRINKLERED

STRUCTURAL:

Odeh Engineers 1223 Mineral Springs Ave.

Providence, RI 02904

Phone: 401-724-1771 Facsimile: 401-724-1981

MEP/FP:

BR+A Consulting Engineers, LLC 10 Guest St. 4th Floor Boston, MA 02135

Phone: 617-254-0016 Facsimile: 617-924-9339

COST:

DG Jones International, Inc.

3 Baldwin Green Common, Suite 202 Woburn, MA 01801

Phone: 781-982-3131 Facsimile: 781-932-3199

Location

Issue Date Checked Drawn

Project Number

Building Number

Drawing Number

C R e v it \P

F P

V

A P

R O

V

V z ro h lf s b rp lu s a .c o m

.r v t

/5

/2

:3

:0

A

M

FP0000

FIRE PROTECTION

11/09/2018 RWH ZTR

100% CONSTRUCTION

DOCUMENTS

Number: Revisions: Date:

drussoniello Snapshot

UP

DN

G

H

5.5

F5

F E6 E D

W

Z

D1

E1

E2

E3

E4

EA

EB

EC

ED

EE

CC

I

X

Y

E-1.3

E-1.5E-F

E-E

E-1

E-1.6

AA

REMOVE FIRE PROTECTION MAIN

PIPING BACK TO LIMIT OF RENOVATION.

EX. 4" SPR

EX.

FCVA

DEMOLISH ALL FIRE PROTECTION

PIPING AND SPRINKLERS WITHIN

INDICATED AREA.

EX. 6" STANDPIPE UP&DN

Project TitleDrawing 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 STAMPCONSULTANTS

321 4 5 6 7 8 9 10

CIVIL:

Pare Corporation 8 Blackstone Valley Place Lincoln, RI 02865

Phone: 401-334-4100 Facsimile: 401-334-4108

CONFORMED CONSTRUCTION DOCUMENTS

290 Congress St., 5th Floor Boston, MA 02210

Phone: 617-895-1000

VA Medical Center Providence, RI Expand Bldg. 1 to Replace Hemodialysis Phase 1

Providence, RI

650-342

Project Director

FULLY SPRINKLERED

STRUCTURAL:

Odeh Engineers 1223 Mineral Springs Ave.

Providence, RI 02904

Phone: 401-724-1771 Facsimile: 401-724-1981

MEP/FP:

BR+A Consulting Engineers, LLC 10 Guest St. 4th Floor Boston, MA 02135

Phone: 617-254-0016 Facsimile: 617-924-9339

COST:

DG Jones International, Inc.

3 Baldwin Green Common, Suite 202 Woburn, MA 01801

Phone: 781-982-3131 Facsimile: 781-932-3199

Location

Issue Date Checked Drawn

Project Number

Building Number

Drawing Number

C R e v it \P

F P

V

A P

R O

V

V z ro h lf s b rp lu s a .c o m

.r v t

/5

/2

:3

:0

A

M

FPD1102

FIRE PROTECTION LEVEL 2 - DEMOLITION

11/09/2018 RWH ZTR

100% CONSTRUCTION

DOCUMENTS

Number: Revisions: Date:

DNUP

UPDN

G

H

5.5

F5

F E6 E D

W

Z

D1

E1

E2

E3

E4

EA

EB

EC

ED

EE

CC

I

X

Y

E-1.3

E-1.5E-F

E-E

E-1

E-1.6

AA

4" SPR

4" S

P R

4" S

P R

4" SPR

4" S

P R4"

S

PR

4" SPR

4"

SPR

EX. FCVA

EX. 6" STANDPIPE UP&DN

EX. 4" SPR

EX. 4" SPR

4" SPR 4" SPR4" SPR 4" SPR 4" SPR

4" S

P R

4" S

P R

4" S

P R

4"

SPR

SYSTEM TYPE:

DENSITY:

REMARKS:

AREA OF APPLICATION

HOSE ALLOWANCE

GPM/FT²

GPM/SPRINKLER

MAX PROTECTION AREA

FT²

AREA BELOW INTERSTITIAL SPACE; NO

PARKED CARS.

WET

ORDINARY HAZARD GROUP 1

0.15 1,500

1. QUICK RESPONSE, RECESSED

PENDANTS SHALL BE PROVIDED IN

AREAS WITH CEILINGS.

2. QUICK RESPONSE, UPRIGHT

SPRINKLERS SHALL BE PROVIDED IN

AREAS WITHOUT CEILINGS.

BEAM PENETRATION

Project TitleDrawing 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 STAMPCONSULTANTS

321 4 5 6 7 8 9 10

CIVIL:

Pare Corporation 8 Blackstone Valley Place Lincoln, RI 02865

Phone: 401-334-4100 Facsimile: 401-334-4108

CONFORMED CONSTRUCTION DOCUMENTS

290 Congress St., 5th Floor Boston, MA 02210

Phone: 617-895-1000

VA Medical Center Providence, RI Expand Bldg. 1 to Replace Hemodialysis Phase 1

Providence, RI

650-342

Project Director

FULLY SPRINKLERED

STRUCTURAL:

Odeh Engineers 1223 Mineral Springs Ave.

Providence, RI 02904

Phone: 401-724-1771 Facsimile: 401-724-1981

MEP/FP:

BR+A Consulting Engineers, LLC 10 Guest St. 4th Floor Boston, MA 02135

Phone: 617-254-0016 Facsimile: 617-924-9339

COST:

DG Jones International, Inc.

3 Baldwin Green Common, Suite 202 Woburn, MA 01801

Phone: 781-982-3131 Facsimile: 781-932-3199

Location

Issue Date Checked Drawn

Project Number

Building Number

Drawing Number

C R e v it \P

F P

V

A P

R O

V

V z ro h lf s b rp lu s a .c o m

.r v t

/5

/2

:3

:0

A

M

FP1201

FIRE PROTECTION LEVEL 1

11/09/2018 RWH ZTR

100% CONSTRUCTION

DOCUMENTS

Number: Revisions: Date:

BBFBBF

G

H

5.5

CONFERENCE

OFFICE,

MD

OFFICE,

DIRECTOR

MD.

OFFICE,

PD

TRAINING

OFFICE,

SOCIAL

WORKER

CORRIDOR

A

C200A

CLEAN

UTILITY/SUPPLY

EXAM

ROOM

STAFF

CORRIDOR

C200D

STAFF

LOUNGE

STAFF

LOCKER

EMERG.

ELECT.

TEAM

SPACE

TREATMENT

#7

214I

BARI.

TREATMENT

#2

214H

BARI.

TREATMENT

#1

214G

TREATMENT

#1

214A

TREATMENT

#2

214B

TREATMENT

#3

214C

TREATMENT

#4

214D

TREATMENT

#5

214E

TREATMENT

#6

214F

TREATMENT

#8

214J

TREATMENT

#9

214K

TREATMENT

#10

214L

TREATMENT

#11

214M

ISO

TREATMENT

#1

PRIVATE

TREATMENT

#1

ELECT.

EQUIPMENT

STORAGE

SOILED

UTILITY

EQUIPMENT

PROCESSING,

CLEAN

PREP/STORE

CORRIDOR

C

C200C

EXIST.

SOUTH

STAIR

A-2-S

WATER

TREATMENT

STORAGE

F5

STERILE

SUPPLY

STAFF TLT

STAFF TLT

PATIENT

LOCKERS

EXIST.

EAST

STAIR

CORRIDOR

B

C200B-2

TREATMENT

ROOM

CORRIDOR

PATIENT

TOILET

OFFICE,

DIETITIAN

EXIST.

NORTH

STAIR

EXIST.

VESTIBULE

HT/WT

OFFICE,

FELLOW /

RN PD

NOURISHMENT

ALCOVE,

CRASH

CART

218A

OFFICE,

NURSE

MGR.

EQUIPMENT

PROCESSING,

SOILED

DIALYSATE

PREP

WATER

TREATMENT

EQUIPMENT

REPAIR

MEDICATION

EX. FCVA

EX. 4" SPR

4"

SPR

4" SPR

3" SPR

3" SPR1"

S

PR

4" S

P R

3" SPR

3" SPR

3" SPR

EX. 6" STANDPIPE UP&DN

F E6 E D

W

Z

D1

E1

E2

E3

E4

EA

EB

EC

ED

EE

CC

I

X

Y

E-1.3

E-1.5E-F

E-E

E-1

E-1.6

AA

SYSTEM TYPE:

DENSITY:

REMARKS:

AREA OF APPLICATION

HOSE ALLOWANCE

GPM/FT²

GPM/SPRINKLER

MAX PROTECTION AREA

FT²

EQUIPMENT PROCESSING, SOILED

WET

ORDINARY HAZARD GROUP 2

0.20 1,500

1. QUICK RESPONSE, RECESSED

PENDANTS SHALL BE PROVIDED IN

AREAS WITH CEILINGS.

2. QUICK RESPONSE, UPRIGHT

SPRINKLERS SHALL BE PROVIDED IN

AREAS WITHOUT CEILINGS.

SYSTEM TYPE:

DENSITY:

REMARKS:

AREA OF APPLICATION

HOSE ALLOWANCE

GPM/FT²

GPM/SPRINKLER

MAX PROTECTION AREA

FT²

STORAGE ROOMS, CLEANING ROOMS,

REPAIR ROOMS, LOCKER ROOMS

WET

ORDINARY HAZARD GROUP 2

0.20 1,500

1. QUICK RESPONSE, RECESSED

PENDANTS SHALL BE PROVIDED IN

AREAS WITH CEILINGS.

2. QUICK RESPONSE, UPRIGHT

SPRINKLERS SHALL BE PROVIDED IN

AREAS WITHOUT CEILINGS.

EX. 4" SPR

SYSTEM TYPE:

DENSITY:

REMARKS:

AREA OF APPLICATION

HOSE ALLOWANCE

GPM/FT²

GPM/SPRINKLER

MAX PROTECTION AREA

FT²

STORAGE, SUPPLY, EMERGENCY

ELECTRICAL

WET

ORDINARY HAZARD GROUP 2

0.20 1,500

1. QUICK RESPONSE, RECESSED

PENDANTS SHALL BE PROVIDED IN

AREAS WITH CEILINGS.

2. QUICK RESPONSE, UPRIGHT

SPRINKLERS SHALL BE PROVIDED IN

AREAS WITHOUT CEILINGS.

CORRIDOR

B

EXIST. IT

SECUR.

ROOM

229A

EXIST.

LINEN

CHUTE

ALCOVE

CHASE

2C2C

WAITING

ISO TLT #1

216A

ANTE-ROOM

ISO

TREATMENT

#1

WOMEN'S

PUBLIC

201B

MEN'S

PUBLIC

201A

4" SPR

3" SPR 3" SPR

4" S

P R

3" SPR

3" SPR

CORRIDOR

C

C1AA

RECEPTION

Project TitleDrawing 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 STAMPCONSULTANTS

321 4 5 6 7 8 9 10

CIVIL:

Pare Corporation 8 Blackstone Valley Place Lincoln, RI 02865

Phone: 401-334-4100 Facsimile: 401-334-4108

CONFORMED CONSTRUCTION DOCUMENTS

290 Congress St., 5th Floor Boston, MA 02210

Phone: 617-895-1000

VA Medical Center Providence, RI Expand Bldg. 1 to Replace Hemodialysis Phase 1

Providence, RI

650-342

Project Director

FULLY SPRINKLERED

STRUCTURAL:

Odeh Engineers 1223 Mineral Springs Ave.

Providence, RI 02904

Phone: 401-724-1771 Facsimile: 401-724-1981

MEP/FP:

BR+A Consulting Engineers, LLC 10 Guest St. 4th Floor Boston, MA 02135

Phone: 617-254-0016 Facsimile: 617-924-9339

COST:

DG Jones International, Inc.

3 Baldwin Green Common, Suite 202 Woburn, MA 01801

Phone: 781-982-3131 Facsimile: 781-932-3199

Location

Issue Date Checked Drawn

Project Number

Building Number

Drawing Number

C R e v it \P

F P

V

A P

R O

V

V z ro h lf s b rp lu s a .c o m

.r v t

/5

/2

:3

:0

A

M

FP1202

FIRE PROTECTION LEVEL 2

11/09/2018 RWH ZTR

100% CONSTRUCTION

DOCUMENTS

1/8" = 1'-0"

LEVEL 2 - RCP

Number: Revisions: Date:

G

H

5.5

F5

F E6 E D

W

Z

D1

E1

E2

E3

E4

EA

EB

EC

ED

EE

CC

I

X

Y

E-1.3

E-1.5 E-F

E-E

E-1

E-1.6

AA

ELECT.

ROOM

MECHANICAL

PENTHOUSE

EXIST.

SOUTH

STAIR

EXIST.

STAIRHALL

A-3

121B

PENTHOUSE

VESTIBULE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

PRIMARY

CARE

OFFICE

VEST

ELECTRICAL

CLOSET

JAN.

CLOSET

STORAGE

SOCIAL

WORKER

OFFICE

PSYCH

OFFICE

CHARTING

306STAFF

LOUNGE

GROUP

ROOM

OTP

DIRECTOR

STEAM

CHASE

D300

EX. FCVA

EX. 6" STANDPIPE UP&DN3"

S

P R

3" SPR

3" SPR

3" SPR

3" SPR

3" SPR

1" SPR

EX. 4" SPR

SYSTEM TYPE:

DENSITY:

REMARKS:

AREA OF APPLICATION

HOSE ALLOWANCE

GPM/FT²

GPM/SPRINKLER

MAX PROTECTION AREA

FT²

STORAGE, SUPPLY, EMERGENCY

ELECTRICAL

WET

ORDINARY HAZARD GROUP 2

0.20 1,500

1. QUICK RESPONSE, RECESSED

PENDANTS SHALL BE PROVIDED IN

AREAS WITH CEILINGS.

2. QUICK RESPONSE, UPRIGHT

SPRINKLERS SHALL BE PROVIDED IN

AREAS WITHOUT CEILINGS.

Project TitleDrawing 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 STAMPCONSULTANTS

321 4 5 6 7 8 9 10

CIVIL:

Pare Corporation 8 Blackstone Valley Place Lincoln, RI 02865

Phone: 401-334-4100 Facsimile: 401-334-4108

CONFORMED CONSTRUCTION DOCUMENTS

290 Congress St., 5th Floor Boston, MA 02210

Phone: 617-895-1000

VA Medical Center Providence, RI Expand Bldg. 1 to Replace Hemodialysis Phase 1

Providence, RI

650-342

Project Director

FULLY SPRINKLERED

STRUCTURAL:

Odeh Engineers 1223 Mineral Springs Ave.

Providence, RI 02904

Phone: 401-724-1771 Facsimile: 401-724-1981

MEP/FP:

BR+A Consulting Engineers, LLC 10 Guest St. 4th Floor Boston, MA 02135

Phone: 617-254-0016 Facsimile: 617-924-9339

COST:

DG Jones International, Inc.

3 Baldwin Green Common, Suite 202 Woburn, MA 01801

Phone: 781-982-3131 Facsimile: 781-932-3199

Location

Issue Date Checked Drawn

Project Number

Building Number

Drawing Number

C R e v it \P

F P

V

A P

R O

V

V z ro h lf s b rp lu s a .c o m

.r v t

/5

/2

:3

:0

A

M

FP1203

FIRE PROTECTION LEVEL 3

11/09/2018 RWH ZTR

100% CONSTRUCTION

DOCUMENTS

1/8" = 1'-0"

LEVEL 3 - Fire Protection

Number: Revisions: Date:

drussoniello Snapshot