36E77620R0001-003.pdf

VA FORM 08 - 6231

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CONSULTANT ARCHITECT/ENGINEER OF RECORD

WBRC

A R C H I T E C T S • E N G I N E E R S

WWW.WBRCAE.COM

BANGOR, MAINE 207-947-4511

PORTLAND, MAINE 207-828-4511

SARASOTA, FLORIDA 941-556-0757

STAMP

Office of

Construction and Facilities Management

U.S. Department of Veterans Affairs

Project TitleDrawing Title

Approved:

Phase

Location

Issue Date

Project Number

Building Number

Drawing Number

Checked Drawn

U.S. DEPARTMENT OF

VETERANS AFFAIRS

/2

/2

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U s e rs

\j o c e ly n

.b o o th e \D o c u m e n ts \4

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GI001

650-332

NEW MENTAL HEALTH BUILDING -

PHASE 1

830 CHALKSTONE AVE PROVIDENCE, RI 02908

JRB BRS10 APR 2019

CONSTRUCTION

DOCUMENTS

COVER SHEET

CONSULTANT DISCIPLINE:

FULLY SPRINKLERED

VA RI FACILITIES MANAGEMENT

SERVICE

NEW MENTAL HEALTH BUILDING - PHASE 1

830 CHALKSTONE AVE PROVIDENCE, RI 02908

PROJ. NO. 650-332

DRAWING LIST

SHEET NUMBER SHEET NAME

PLUMBING DRAWINGS

PJ0.0 PLUMBING - LEGEND

PP1.0 PLUMBING - BASEMENT - DOMESTIC WATER PLAN

PP1.1 PLUMBING - FIRST FLOOR - DOMESTIC WATER PLAN

PP1.2 PLUMBING - SECOND FLOOR - DOMESTIC WATER PLAN

PW1.0 PLUMBING - BASEMENT - DRAINAGE PLAN

PW1.1 PLUMBING - FIRST FLOOR - DRAINAGE PLAN

PW1.2 PLUMBING - SECOND FLOOR - DRAINAGE PLAN

PW1.3 PLUMBING - ROOF PLAN

PK0.0 PLUMBING DETAILS

MECHANICAL DRAWINGS

MJ.0 MECHANICAL LEGEND

MH1.0 MECHANICAL BASEMENT DUCTWORK PLAN

MH1.1 MECHANICAL FIRST FLOOR DUCTWORK PLAN

MH1.2 MECHANICAL SECOND FLOOR AND ROOF DUCTWORK PLANS

MH1.3 MECHANICAL PENTHOUSE ROOF DUCTWORK PLAN

MP1.0 MECHANICAL BASEMENT PIPING PLAN

MP1.1 MECHANICAL FIRST FLOOR PIPING PLAN

MP1.2 MECHANICAL SECOND FLOOR AND ROOF PIPING PLAN

MK5.0 MECHANICAL SCHEDULES

MK5.1 MECHANICAL SCHEDULES

ML6.0 MECHANICAL DETAILS

ML6.1 MECHANICAL DETAILS

ML6.2 MECHANICAL DETAILS

MM7.0 MECHANICAL HOT WATER PIPING SCHEMATIC

MM7.1 MECHANICAL CHILLED WATER PIPING SCHEMATIC

MM7.2 MECHANICAL ROOM DATA

MI0.0 MECHANICAL CONTROLS

MI0.1 MECHANICAL CONTROLS

MI0.2 MECHANICAL CONTROLS

MI0.3 MECHANICAL CONTROLS

MI0.4 MECHANICAL CONTROLS

MI0.5 MECHANICAL CONTROLS

MI0.6 MECHANICAL CONTROLS

MI0.7 MECHANICAL CONTROLS

MI0.8 MECHANICAL CONTROLS

ELECTRICAL DRAWINGS

EJ0.0 ELECTRICAL - LEGEND

ES0.0 ELECTRICAL - SITE PLAN

ES0.1 LIGHTNING PROTECTION PLAN

EL1.0 ELECTRICAL - BASEMENT - LIGHTING PLAN

EL1.1 ELECTRICAL - FIRST FLOOR - LIGHTING PLAN

EL1.2 ELECTRICAL - SECOND FLOOR - LIGHTING PLAN

EP1.0 ELECTRICAL - BASEMENT - POWER PLAN

EP1.1 ELECTRICAL - FIRST FLOOR - POWER PLAN

EP1.2 ELECTRICAL - SECOND FLOOR - POWER PLAN

EK0.0 ELECTRICAL - RISER DIAGRAMS I

EK0.1 ELECTRICAL - RISER DIAGRAMS II

EK0.2 ELECTRICAL SCHEDULES

EK1.0 ELECTRICAL - DETAILS

EK1.1 ELECTRICAL - DETAILS

PHYSICAL SECURITY DRAWINGS

EY101 SECURITY DEVICES - BASEMENT FLOOR PLAN

EY102 SECURITY DEVICES - FIRST FLOOR PLAN

EY103 SECURITY DEVICES - SECOND FLOOR PLAN

EY501 SECURITY DEVICES - SCHEDULES AND SCHEMATICS

DRAWING LIST

SHEET NUMBER SHEET NAME

AE201 BUILDING ELEVATIONS

AE202 BUILDING ELEVATIONS

AE203 3D VIEWS

AE204 INTERIOR ELEVATIONS

AE205 LOBBY INTERIOR ELEVATIONS

AE206 INTERIOR ELEVATIONS

AE301 BUILDING SECTIONS

AE302 BUILDING SECTIONS

AE303 WALL SECTIONS

AE304 WALL SECTIONS

AE305 WALL SECTIONS

AE306 WALL SECTIONS

AE307 WALL SECTIONS

AE401 ENLARGED RESTROOM PLANS & INTERIOR ELEVATIONS

AE402 STAIR 1 AND ELEVATORS PLANS

AE403 STAIR 1 AND ELEVATORS SECTIONS AND DETAILS

AE404 STAIR 2 SECTIONS AND PLANS

AE405 STAIR DETAILS

AE501 PLAN DETAILS

AE502 PLAN DETAILS

AE510 SECTION DETAILS

AE511 SECTION DETAILS

AE512 SECTION DETAILS

AE513 SECTION DETAILS

AE514 SECTION DETAILS

AE515 PRECAST PROFILES

AE520 INTERIOR DETAILS

AE521 INTERIOR DETAILS

AE601 PARTITION TYPES AND DETAILS

AE602 EXTERIOR WALL TYPES AND DETAILS

AE603 ROOF TYPES AND DETAILS

AE604 DOOR TYPES, DETAILS AND SCHEDULE

AE605 DOOR DETAILS

AE606 WINDOW TYPES AND DETAILS

AE607 STOREFRONT DETAILS

AE608 STOREFRONT DETAILS

AE609 CURTAIN WALL DETAILS

AF100 BASEMENT FINISH PLAN

AF101 FIRST FLOOR FINISH PLAN

AF102 SECOND FLOOR FINISH PLAN

AF103 BASEMENT SIGNAGE PLAN

AF104 FIRST FLOOR SIGNAGE PLAN

AF105 SECOND FLOOR SIGNAGE PLAN

AF600 FINISH SCHEDULE & DETAILS

AF700 BASEMENT EQUIPMENT PLAN

AF701 FIRST FLOOR EQUIPMENT PLAN

FIRE PROTECTION DRAWINGS

FP100 BASEMENT FIRE PROTECTION PLANS

FP101 FIRST FLOOR FIRE PROTECTION PLANS

FP102 SECOND FLOOR FIRE PROTECTION PLANS

FP500 FIRE PROTECTION DETAILS

FIRE ALARM DRAWINGS

FA001 FIRE ALARM GENERAL INFORMATION

FA100 BASEMENT FIRE ALARM PLANS

FA101 FIRST FLOOR FIRE ALARM PLANS

FA102 SECOND FLOOR FIRE ALARM PLANS

FA600 FIRE ALARM RISER DIAGRAM

DRAWING LIST

SHEET NUMBER SHEET NAME

GENERAL DRAWINGS

GI001 COVER SHEET

GI002 SYMBOLS, ABBREVIATIONS AND GENERAL NOTES

GI003 FIRESTOP DETAILS

LIFE SAFETY DRAWINGS

LS101 LIFE SAFETY

LS102 LIFE SAFETY

CIVIL DRAWINGS

C-001 SITE GENERAL NOTES & ABBREVIATIONS

CS101 SITE EXISTING CONDITIONS PLAN

CD101 SITE REMOVALS PLAN

CP101 SITE LAYOUT & MATERIALS PLAN

CP301 PLAZA INSET PLAN

CG101 SITE GRADING & EROSION CONTROL PLAN

CG301 SITE SECTION AA’

CG302 SITE SECTION BB'

CU101 SITE UTILITY PLAN

LP101 SITE PLANTING PLAN

C-501 SITE DETAILS

C-502 SITE DETAILS

C-503 SITE DETAILS

C-504 SITE DETAILS

C-505 SITE DETAILS

C-506 SITE DETAILS

C-601 SITE BORING LOGS

C-602 SITE BORING LOGS

C-603 SITE BORING LOGS

STRUCTURAL DRAWINGS

SS001 GENERAL NOTES

SB100 FOUNDATION PLAN

SB300 TYPICAL FOUNDATION DETAILS

SB301 FOUNDATION SECTIONS & DETAILS

SB302 FOUNDATION SECTIONS & DETAILS

SB303 CMU SECTIONS AND DETAILS

SF101 FIRST FLOOR FRAMING PLAN

SF102 SECOND FLOOR/ROOF FRAMING PLANS

SF500 TYPICAL FRAMING DETAILS

SF501 FRAMING SECTIONS & DETAILS

SF502 FRAMING SECTIONS & DETAILS

ARCHITECTURAL DRAWINGS

AE100 BASEMENT FLOOR REFERENCE PLANS

AE100A BASEMENT FLOOR PLANS

AE101 FIRST FLOOR REFERENCE PLAN

AE101A FIRST FLOOR PLANS

AE102 SECOND FLOOR REFERENCE PLAN

AE102A SECOND FLOOR PLAN

AE103 ROOF PLAN

AE110 BASEMENT REFLECTED CEILING PLANS

AE111 FIRST FLOOR REFLECTED CEILING PLANS

AE112 SECOND FLOOR REFLECTED CEILING PLAN

Revisions: Date:

NOTE: REFER TO STRUCTURAL, LIFE SAFETY, FIRE

PROTECTION, CIVIL, PSDM, MECHANICAL,

AND/OR ELECTRICAL DRAWINGS FOR

ABBREVIATIONS SPECIFIC TO EACH DISCIPLINE.

AB ANCHOR BOLT, AUGER BORING

ABI ALTERNATE BID ITEM

AC ACOUSTIC AIR CONDITIONING, ASPHALTIC CONCRETE

AD ACCESS DOOR

ADD ALT ADDITIVE ALTERNATE

ADJ ADJUSTABLE

AED AUTOMATED EXTERNAL DEFIBRILLATOR

AFF ABOVE FINISH FLOOR

AHU AIR HANDLING UNIT

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZE

AP ACCESS PANEL

APC ACOUSTIC PANEL CEILING

APPROX APPROXIMATE

ARCH ARCHITECTURAL

ASB ASBESTOS

ASPH ASPHALT

AUTO AUTOMATIC

AWP ACOUSTIC WALL PANEL

AVB AIR/VAPOR BARRIER

BDRM BEDROOM

BIT. CONC BITUMINOUS CONCRETE

BJ BAR JOIST

BLDG BUILDING

BLK BLOCK

BM BEAM, BENCHMARK

BOT BOTTOM

BRD BOARD

BRG BEARING

BS BOTTOM OF STEP

BSMT BASEMENT

BTWN BETWEEN

BW BOTTOM OF WALL

CAB CABINET

CAP CAPACITY

CC CENTER TO CENTER

CEM CEMENT

CFM CUBIC FEET PER MINUTE

CFS CUBIC FEET PER SECOND

CG CORNER GUARD

CI CAST IRON

CIR CIRCULATING

CJ CONSTRUCTION JOINT, CONTROL JOINT

CLG CEILING

CLO CLOSET

CLR CLEAR

CENTERLINE

CMU CONCRETE MASONRY UNITS

CMU G1 GLAZED CMU, ONE SIDE

CMU G2 GLAZED CMU, TWO SIDES

CO CLEANOUT

COL COLUMN

COMP'T COMPARTMENT

CONC CONCRETE

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUOUS

CPT CARPET

CS/CI CONTRACTOR SUPPLIED/ CONTRACTOR INSTALLED

CS/OI CONTRACTOR SUPPLIED/OWNER INSTALLED

CSK COUNTER SINK

CT CERAMIC TILE

CTE CONNECT TO EXISTING

CTR CENTER

CUH CABINET UNIT HEATER

O DIAMETER

DF DRINKING FOUNTAIN

DFD DOOR FRAME DIMENSION

DH DOUBLE HUNG

DIA DIAMETER

DIM DIMENSION

DN DOWN

DTL DETAIL

DWG DRAWING

E EAST

EA EACH

EL, ELEV ELEVATION

ELEC ELECTRIC

EMERG EMERGENCY

EPS EXTRUDED POLYSTYRENE

EQ EQUAL

EQUIP EQUIPMENT

ETC ETCETERA

EW EACH WAY

EXIST EXISTING

EXP EXPANSION, EXPOSED

EXP JT EXPANSION JOINT

EXT EXTERIOR

FBO FURNISHED BY OTHERS

FCO FLOOR CLEAN-OUT

FD FLOOR DRAIN, FOOTING DRAIN

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISH FLOOR

FFE FINISHED FLOOR ELEVATION

FG FINISH GRADE, FIBERGLASS

FHC FIRE HOSE CABINET

FIG FIGURE

FIN FINISH

FO FUEL OIL

FOC FACE OF CMU

FOF FACE OF FOUNDATION

FOR FUEL OIL RETURN

FOS FACE OF STUD, FUEL OIL SUPPLY

FOUND FOUNDATION

FP FIREPROOF

FR FRAME, FIRE RESISTANT

FS FLOOR SINK

FT FOOT, FEET, FINNED TUBE

FTG FOOTING

FWP FABRIC WALL PANEL

GA GAUGE

GALV GALVANIZED

GC GENERAL CONTRACTOR

GF/GI GOVT. FURNISHED/GOVT. INSTALLED

GF/CI GOVT. FURNISHED/CONTRACTOR INSTALLED

GI GALVANIZED IRON

GOV'T GOVERNMENT

GPM GALLONS PER MINUTE

GR GRADE

GRAN GRANULAR

GRD GROUND

GWB GYPSUM WALLBOARD

GYP GYPSUM

HGT HEIGHT

H&V HEATING AND VENTILATING

HB HOSE BIB

HC HANDICAPPED

HCWD HOLLOW CORE WOOD DOOR

HDC HANDICAPPED

HDW HARDWARE

HDWD HARDWOOD

HM HOLLOW METAL

HOR HORIZONTAL

HVAC HEATING, VENTILATING, AND AIR CONDITIONING

IN INSIDE DIAMETER

INCL INCLUSIVE

INFO INFORMATION

INSUL INSULATION, INSULATED

INT INTERIOR

IWP IMPACT RESISTANT WALL PROTECTION

JAN JANITOR CLOSET

JCT JUNCTION

KV KILOVOLT

KW KILOWATT

LAB LABORATORY

LAV LAVATORY

LBS POUNDS

LF LINEAR FEET

LFC LINOLEUM FLOOR COVERING

LGR LEDGER

LP LOW POINT

LR LIVING ROOM

LT LIGHT

LWC LIGHT WEIGHT CONCRETE

MACH MACHINE

MANUF MANUFACTURER

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MB MARKER BOARD

MC MEDICINE CABINET

MCB METAL CORNER BEAD

MECH MECHANICAL

MIN MINIMUM

MIR MIRROR

MISC MISCELLANEOUS

MM MILLIMETER

MO MASONRY OPENING

MR MOISTURE RESISTANT

MS METAL STRIP

MTD MOUNTED

MTL METAL

N NORTH

N.I.C. NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

OA OVER ALL

OB GL OBSCURE GLASS

OC ON CENTER

OD OUTSIDE DIAMETER

OPNG OPENING

OPP OPPOSITE

OS/CI OWNER SUPPLIED/CONTRACTOR INSTALLED

OS/OI OWNER SUPPLIED/OWNER INSTALLED

OVHD, OH OVERHEAD

P-1 PLUMBING FIXTURE TYPE

PART PARTITION

PL PLATE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLAST PLASTIC

PLYWD PLYWOOD

PNL PANEL

PNTD PAINTED

POL POLISHED

PRELIM PRELIMINARY

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PAINT, POINT, PRESSURE TREATED

PT DISP PAPER TOWEL DISPENSER

PVC POLY VINYL CHLORIDE

PVMT PAVEMENT

QT QUARRY TILE

R RADIUS, RISER

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN, ROAD

RECEP RECEPTACLE

REF REFRIGERATOR

REINF REINFORCEMENT

REQ'D REQUIRED

REV REVISION

RF RESINOUS FLOOR

RL RAIN LEADER

RM ROOM

RO ROUGH OPENING

RS RESILIENT STAIR ACCESSORY

RSR RISER

RT RUBBER TILE

S SOUTH

S DISP SOAP DISPENSER

S&V STAIN AND VARNISH

SCONC SEALED CONCRETE

SCWD SOLID CORE WOOD DOOR

SCH SCHEDULE

SCR SUPPLY CEILING REGISTER

SECT SECTION

SF SQUARE FEET

SH SINGLE HUNG

SHT SHEET

SIM SIMILAR

SL SLOPE

SPECS SPECIFICATIONS

SQ SQUARE

SQ FT SQUARE FEET

SS SERVICE SINK, SANITARY SEWER, STAINLESS STEEL

SSURF SOLID SURFACE

ST STREET

STA STATION

STD STANDARD

SSTL STAINLESS STEEL

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

SUP SUPPORT

SUSP SUSPEND

SV SHEET VINYL

SYM SYMMETRICAL

T TOP, TANGENT, THERMOMETER

TB TACK BOARD

TBA TOILET BATH ACCESSORIES

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

T.O.C. TOP OF CONCRETE

T.O.M. TOP OF MASONRY

T.O.S. TOP OF STEEL

T.O.W. TOP OF WALL

TEL TELEPHONE

TEMP TEMPERATURE, TEMPORARY

TERM TERMINAL

THK THICK

THRU THROUGH

TP TOILET PARTITION

TPH TOILET PAPER HOLDER

TRAN TRANSOM

TRD TREAD

TS TOP OF STEP, TOP OF SILL

TV TELEVISION

TYP TYPICAL

TYPE "X" UL APPROVED GWB

U&D UP AND DOWN

UC UNDERCUT

UV UNIT VENTILATOR

VB VAPOR BARRIER

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

VTR VENT THROUGH ROOF

W WEST

WAIN WAINSCOT

WB RESILIENT WALL BASE

WC WALL COVERING

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WD WIDTH, WINDOW DIMENSION, WOOD

WGL WIRE GLASS

WP WATERPROOF, WEATHERPROOF

WS WEATHERSTRIPPING

WT WEIGHT

WW WELDED WIRE FABRIC

ROWS IDENTIFIED BY

LETTERS INCREASING

TOWARD THE TOP OF

SHEET

DRAWING

REFERENCED

FROM ANOTHER

SHEET

DRAWING TITLE

DRAWING COORDINATE

INDICATOR

SCALE OF DRAWING

COLUMNS IDENTIFIED BY

NUMBERS INCREASING TOWARD

THE RIGHT SIDE OF SHEET.

A

B

C

1 2 3 4

A1 1/8" = 1'-0"

VIEW NAME

R101

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

4' 8'0 16'

B3

D

C

B

A

SHEET NUMBER DETAIL

IS DRAWN ON

ROOM NAME

ROOM NUMBER

BREAK LINE

GRAPHIC SCALE

REVISION NUMBER

REVISION CLOUD

ELEVATION MARKER - SECTION

ELEVATION MARKER - PLAN

DOOR

NUMBER

REFERENCE

WINDOW TYPE REFERENCE

WALL TYPE REFERENCE

COLUMN GRID REFERENCE

SHEET NUMBER ELEVATION

IS DRAWN ON

INTERIOR ELEVATION

REFERENCE

BUILDING / WALL

SECTION

NUMBER

SHEET NUMBER BUILDING /

WALL SECTION IS DRAWN

ON

BUILDING ELEVATION

NUMBER

SHEET NUMBER

ELEVATION IS DRAWN ON

MATCH LINE

2 HOUR RATED PARTITION

1 HOUR RATED PARTITION

(PLANS & SECTIONS)

DETAIL NUMBER

SYMBOLS

LINETYPES

SMOKE PARTITION

STEEL & OTHER METAL PATTERN

CONCRETE BLOCK PATTERN

STONE CUT PATTERN

TERRA COTTA

CARPET AND PAD PATTERN

TILE,

ACOUSTICAL

CEILING

PATTERN

WOOD FLOORING PATTERN

BRICK PATTERN, GLAZED

SAND CLAY GRAVEL PATTERN

BRICK PATTERN

EROSION AND

SEDIMENTATION

CONTROL,

FILTRATION BED PATTERN

EARTHWORK GRAVEL

PATTERN, POROUS

FILL

EARTHWORK ROCK PATTERN

EARTHWORK PATTERN,

COMPACTED FILL

PATTERN

RIPRAP PATTERN

SAND PATTERN

GLASS ELEVATION PATTERN

GYPSUM BOARD FINISH PATTERN

SEALANT AND BACKER ROD

INSULATION,

RIGID

BOARD PATTERN

INSULATION,

LOOSE

FILL PATTERN

WOOD FINISH PATTERN

PARTICLE BOARD PATTERN

ORIENTED STRAND BOARD PATTERN

WOOD, GLUED-LAMINATED PATTERN

WOOD FRAMING,

CONTINUOUS

PATTERN

WOOD BLOCKING OR SHIM PATTERN

HATCH PATTERNS

EARTH, UNDISTURBED PATTERN

EARTH, CRUSHED

ROCK

GRAVEL PATTERN

EARTH, CRUSHED

ROCK

GRAVEL PATTERN

PLYWOOD PATTERN

10'-0"

Room name

B

A101

SIM

CONCRETE POURED IN

PLACE, PRECAST

ALUMINUM PATTERN

ASPHALT SHINGLE PATTERN

A101

1 1

A1

AE101

A101

SIM

BUILDING / WALL

SECTION

NUMBER

SHEET NUMBER BUILDING /

WALL SECTION IS DRAWN

ON

1 HOUR RATED PARTITION

(PLAN & SECTION DETAILS)

M2

KEY NOTE REFERENCE

FX

GENERAL NOTES:

1. ALL WALL PARTITION TYPES ARE M4 UNLESS NOTED OTHERWISE. SEE SHEETAE601 FOR PARTITION

TYPES.

2. REFER TO GI002 SHEET FOR ALL ABBREVIATIONS AND SYMBOLS.

3. REFER TO ALL DRAWINGS INCLUDING ARCHITECTURAL, CIVIL, STRUCTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR ADDITIONAL GENERAL NOTES, ABBREVIATIONS, AND SYMBOLS

4. VERIFY ALL EQUIPMENT OPENINGS & RECOMMENDATIONS. LOCATION AND SIZES SHOWN ARE FOR

INTENT PURPOSES ONLY. ADJUST ROUGH OPENINGS AND LOCATIONS AS REQUIRED PER ACTUAL

EQUIPMENT.

5. DOOR JAMBS ARE 6" FROM NEAREST ADJACENT INTERSECTING PARTITION UNLESS NOTED

OTHERWISE. SEE DOOR DETAILS FOR FURTHER INFORMATION

6. G.C. TO PROVIDE & INSTALL ALL IN-WALL OR IN-CEILING BLOCKING / BRACING AS REQUIRED FOR ALL MILLWORK ITEMS, EQUIPMENT, SHELVING, AND ACCESSORIES WHETHER ITEMS ARE BY G.C. OR

OTHERS COORDINATE WITH OWNER

7. G.C. SHALL BE RESPONSIBLE FOR LAYING OUT THE SPACE PRIOR TO COMMENCING WORK AND

SHALL NOTIFY THE ARCHITECT AND OWNER OF ANY DISCREPANCIES.

8. ALL CONCRETE MASONRY UNITS AND MORTAR TO INCLUDE AN INTEGRAL WATER REPELLENT

9. REFER TO SHEET AE604 FOR DOOR SCHEDULE AND FRAMING TYPES.

10. REFER TO SHEET AE606 WINDOW TYPES AND FRAME ELEVATIONS

11. REFER TO AF700 AND AF701 FOR EQUIPMENT AND FURNITURE INFORMATION

12. ALL EXTERIOR DIMENSIONS ARE TO FACE STUD AND / OR FACE OF FOUNDATION AND MASONRY

UNLESS SPECIFICALLY NOTED OTHERWISE.

13. ALL INTERIOR DIMENSIONS SHOWN ARE TO FACE OF FRAMING UNLESS SPECIFICALLY NOTED

OTHERWISE

14. ALL DIMENSIONS SHOWN LOCATING WINDOWS ARE TO CENTERLINE OF WINDOW, UNLESS

SPECIFICALLY NOTED OTHERWISE.

15. REFER TO SHEET GI003 FOR FIRESTOP DETAILS. ALL MECHANICAL, ELECTRICAL, AND PLUMBING PENETRATIONS THROUGH FIRE RATED CONSTRUCTION SHALL BE SLEEVED, FIRE SAFED AND / OR HAVE

FIRE DAMPERS EQUIVALENT TO THE HOURLY FIRE RATING OF THE CONSTRUCTION.

16. ALL DRAWINGS ARE OF EQUAL IMPORTANCE IN DEFINING THE WORK OF THE CONTRACT

DOCUMENTS. CONTRACTORS SHALL REVIEW ALL DRAWINGS BEFORE THE INSTALLATION OF THEIR WORK. SHOULD THERE BE A DISCREPANCY WITHIN AND BETWEEN THE DRAWINGS THAT WOULD CAUSE

AN AWKWARD OR IMPROPER INSTALLATION NOTIFY ARCHITECT FOR CLARIFICATION PRIOR TO

INSTALLATION OF SAID WORK. ANY WORK INSTALLED IN CONFLICT WITH THE ARCHITECTURAL

DRAWINGS, SHALL BE CORRECTED BY CONTRACTOR AT THEIR EXPENSE AND AT NO ADDITIONAL COST

TO THE OWNER OR ARCHITECT.

17.DO NOT SCALE DRAWINGS, THE DRAWINGS ARE NOT NECESSARILY TO SCALE - USE GIVEN

DIMENSIONS. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR

TO THE START OF CONSTRUCTION. IF DISCREPANCIES ARE FOUND, NOTIFY ARCHITECT FOR

CLARIFICATION BEFORE COMMENCING THE WORK.

18. DETAILS NOT SHOWN ARE SIMILAR IN CHARACTER TO THOSE SHOWN. WHERE SPECIFIC

DIMENSIONS, DETAILS, OR DESIGN INTENT CANNOT BE DETERMINED CONSULT ARCHITECT BEFORE

PROCEEDING WITH THE WORK.

19. ALL PITCHED FLOOR AREAS SHOWN WITH PITCH LINES SHALL SLOPE AT 1/4" PER FOOT UNLESS OTHERWISE NOTED, PROVIDE A SLAB DEPRESSION AT ALL FLOOR DRAINS WHERE PITCH LINES ARE

NOT SHOWN ON PLAN.

20. FINISH FLOOR ELEVATIONS ARE TO TOP OF CONCRETE, UNLESS OTHERWISE NOTED.

21. INSTALL ALL RECESSED CABINETS, PANELS, BOXES LOCATED IN FIRE-RATED PARTITIONS TO

MAINTAIN THE FIRE-RATED CONSTRUCTION

22. REFER TO MECHANICAL AND ELECTRICAL CONTRACTORS DRAWINGS AND MANUFACTURES

TEMPLATE DRAWINGS FOR ALL MECHANICAL AND ELECTRICAL EQUIPMENT SUPPORTS, BOLT SETTING

TEMPLATES, ISOLATIONS, SPRING ISOLATION, ETC. NOT SHOWN ON THE DRAWINGS

23. OWNER FURNISHED ITEMS THE G.C. SHALL COORDINATE AND PROVIDE ELECTRICAL, PLUMBING, AND MECHANICAL CONNECTIONS FOR ALL EQUIPMENT.

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

CONSULTANT ARCHITECT/ENGINEER OF RECORD

WBRC

A R C H I T E C T S • E N G I N E E R S

WWW.WBRCAE.COM

BANGOR, MAINE 207-947-4511

PORTLAND, MAINE 207-828-4511

SARASOTA, FLORIDA 941-556-0757

STAMP

Office of

Construction and Facilities Management

U.S. Department of Veterans Affairs

Project TitleDrawing Title

Approved:

Phase

Location

Issue Date

Project Number

Building Number

Drawing Number

Checked Drawn

/2

/2

:4

:3

P M

C

U s e rs

\j o c e ly n

.b o o th e \D o c u m e n ts \4

V A

M H

P R

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ID

E

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E M

H C

A

R C

H jo c e ly n .b o o th e

.r v t

GI002

650-332

NEW MENTAL HEALTH BUILDING -

PHASE 1

830 CHALKSTONE AVE PROVIDENCE, RI 02908

JRB BRS10 APR 2019

CONSTRUCTION

DOCUMENTS

SYMBOLS, ABBREVIATIONS AND

GENERAL NOTES

FULLY SPRINKLERED

VA RI FACILITIES MANAGEMENT

SERVICERevisions: Date:

ANNULAR FIRESTOPPING

THICKNESS REQUIREMENTS

TO COMPLY WITH

ANSI/UL263-DESIGN No.

FC7009 OR APPROVED

EQUIVALENT

STEEL FLANGES

DUCTWORK

ASSEMBLY VARIES SEE

ARCHITECTURAL PLANS &

DETAILS

FIRESEAL ON

FIRESAFING SYSTEM

WALL PENETRATION FIRESTOP

1HR FIRE - RATED (FD N-REQD), ANSI

\UL #263 WL7009

WP- 1

DUCTWORK

PLAN VIEW SECTION VIEW

ANNULAR FIRESTOPPING

THICKNESS REQUIREMENTS

TO COMPLY WITH

ANSI/UL263-DESIGN No.

CAJ8053 OR APPROVED

EQUIVALENT

ASSEMBLY VARIES SEE

ARCHITECTURAL PLANS &

DETAILS

METALLIC PIPE 6"

DIA OR SMALLER

FIRESEAL ON FIRESAFING

SYSTEMS SEE SPECS

FLOOR PENETRATION FIRESTOP

1HR / 2HR FIRE - RATED,

ANSI\UL #263 DESIGN FC8053

FP- 3

METALLIC PIPE 6" DIA

OR SMALLER

PLAN VIEW

SECTION VIEW

ELECTRICAL CONDUIT /

CABLE (SINGLE OR BUNDLE

UP TO 4" DIA)

ASSEMBLY VARIES SEE

ARCHITECTURAL PLANS &

DETAILS

ANNULAR FIRESTOPPING

THICKNESS REQUIREMENTS

TO COMPLY WITH

ANSI/UL263 DESIGN No.

CAJ3043 OR APPROVED

EQUIVALENT

FLOOR PENETRATION FIRESTOP

1HR FIRE - RATED,

ANSI\UL #263 DESIGN CAJ3043

FP- 5

NOTE:

ANNULUS RANGING

FROM POINT

CONTACT TO 2"

MAXIMUM

PLAN VIEW

SECTION VIEW

ANNULAR FIRESTOPPING

THICKNESS REQUIREMENTS

TO COMPLY WITH

ANSI/UL263-DESIGN No.

FC7002 OR APPROVED

EQUIVALENT

ASSEMBLY VARIES SEE

ARCHITECTURAL PLANS &

DETAILS

DUCTWORK

FIRESEAL ON FIRESAFING

SYSTEMS SEE SPECS

DUCTWORK

FLOOR PENETRATION FIRESTOP

1HR FIRE - RATED, ANSI\UL #263

FC7002

FP- 7

PLAN VIEW

SECTION VIEW

ANNULAR FIRESTOPPING

THICKNESS

REQUIREMENTS TO

COMPLY WITH ANSI/UL263-

DESIGN No. WL1049 OR

APPROVED EQUIVALENT

ASSEMBLY VARIES SEE

ARCHITECTURAL PLANS &

DETAILS

METALLIC PIPE 6"

DIA OR SMALLER

FIRESEAL ON

FIRESAFING SYSTEMS

SEE SPECS

WALL PENETRATION FIRESTOP

1HR FIRE - RATED,

ANSI\UL #263 DESIGN WL1049

WP- 3

METALLIC PIPE 6" DIA

OR SMALLER

PLAN VIEW SECTION VIEW

ELECTRICAL CONDUIT /

CABLE (SINGLE OR BUNDLE

UP TO 4 1/2" DIA)

ASSEMBLY VARIES SEE

ARCHITECTURAL PLANS &

DETAILS

ANNULAR FIRESTOPPING

THICKNESS REQUIREMENTS

TO COMPLY WITH

ANSI/UL263 DESIGN No.

WL3076 OR APPROVED

EQUIVALENT

WALL PENETRATION FIRESTOP

1HR / 2HR FIRE - RATED

ANSI\UL #263 DESIGN WL3076

WP- 5

NOTE:

ANNULUS RANGING

FROM POINT

CONTACT TO 2"

MAXIMUM

PLAN VIEW SECTION VIEW

1. EXTERIOR CONCRETE PANEL CURTAIN WALL ASSEMBLY (NON FIRE RATED.)

2. PRECAST HOLLOW-CORE CONCRETE FLOOR ASSEMBLY (MINIMUM 8" THICK) WITH CONCRETE

TOPPING (MINIMUM 2" THICK) (1-HR. OR 2-HR. FIRE RATING).

3. MINIMUM 4" THICKNESS MINERAL WOOL SAFING (MIN. 4 PCF DENSITY) COMPRESSED 33%, FLUSH

WITH FLOOR SURFACES.

4. MINIMUM 1/8" (WET) THICKNESS HILTI CFS-SP WB FIRESTOP JOINT SPRAY OR MINIMUM 2MM (WET) THICKNESS HILTI CFS-SP SIL FIRESTOP SILICONE JOINT SPRAY TO COMPLETELY COVER MINERAL

WOOL, OVERLAPPING MINIMUM 1/2" ONTO ADJACENT ASSEMBLIES.

NOTES:

- MAXIMUM WIDTH OF JOINT = 1".

- FIRE-RATING OF ASSEMBLY IS DEPENDENT UPON THE PERFORMANCE OF CURTAIN WALL

ASSEMBLY AND FLOOR ASSEMBLY UNDER FIRE CONDITIONS.

NOTE: FIRESTOPPING DETAIL BASIS OF DESIGN IS HILTI FIRESTOP SYSTEMS 1-HR. OR 2-HR.

ENGINEERING JUDGEMENT (REFERENCE: UL SYSTEM NO. CW-D-1001. DRAWING NO. 320023a).

THIS INFORMATION IS PROVIDED FOR REFERENCE ONLY, IT DOES NOT EXCLUDE OTHER

MANUFACTURERS WHICH MEET UL APPROVED FIRESTOPPING METHODS FOR THE 1-HR. OR 2-

HR. SPECIFIED CONDITIONS.

MAX. 1"

1. EXTERIOR GYP. WITH STEEL STUD FRAMING CURTAIN WALL ASSEMBLY

(NON FIRE RATED).

2. PRECAST HOLLOW-CORE CONCRETE FLOOR ASSEMBLY (MINIMUM 8"

THICK) WITH CONCRETE TOPPING (MINIMUM 2" THICK) (1-HR. OR 2-HR. FIRE

RATING).

3. STEEL DEFLECTION CLIP.

4. MINIMUM 4" THICKNESS MINERAL WOOL SAFING (MIN. 4 PCF DENSITY)

COMPRESSED 33%, FLUSH WITH FLOOR SURFACES.

5. MINIMUM 1/8" (WET) THICKNESS HILTI CFS-SP WB FIRESTOP JOINT SPRAY

OR MINIMUM 2MM (WET) THICKNESS HILTI CFS-SP SIL FIRESTOP SILICONE

JOINT SPRAY TO COMPLETELY COVER MINERAL WOOL AND DEFLECTION

CLIP, OVERLAPPING MINIMUM 1/2" ONTO ADJACENT ASSEMBLIES.

NOTES:

- MAXIMUM WIDTH OF JOINT = 8".

- FIRE-RATING OF ASSEMBLY IS DEPENDENT UPON THE PERFORMANCE OF

CURTAIN WALL ASSEMBLY AND FLOOR ASSEMBLY UNDER FIRE

CONDITIONS.

NOTE: FIRESTOPPING DETAIL BASIS OF DESIGN IS HILTI FIRESTOP

SYSTEMS 1-HR. OR 2-HR. ENGINEERING JUDGEMENT

(REFERENCE: INTERTEK SYSTEM NO. CEJ 421 P. DRAWING NO.

319890a). THIS INFORMATION IS PROVIDED FOR REFERENCE

ONLY, IT DOES NOT EXCLUDE OTHER MANUFACTURERS WHICH

MEET UL APPROVED FIRESTOPPING METHODS FOR THE 1-HR. OR

2-HR. SPECIFIED CONDITIONS.

MAX. 8"

FIRESTOPPING AT RATED FLOOR ASSEMBLY

1. EXTERIOR GYP. WITH STEEL STUD FRAMING CURTAIN WALL ASSEMBLY

(NON FIRE RATED).

2. PRECAST HOLLOW-CORE CONCRETE FLOOR ASSEMBLY (MINIMUM 8"

THICK) WITH CONCRETE TOPPING (MINIMUM 2" THICK) (NON FIRE RATING).

3. STEEL DEFLECTION CLIP.

4. MINIMUM 4" THICKNESS MINERAL WOOL SAFING (MIN. 4 PCF DENSITY)

COMPRESSED 33%, FLUSH WITH FLOOR SURFACES.

5. MINIMUM 1/8" (WET) THICKNESS HILTI CP 572 SMOKE AND ACOUSTIC

SPRAY TO COMPLETELY COVER MINERAL WOOL AND DEFLECTION CLIP,

OVERLAPPING MINIMUM 1/2" ONTO ADJACENT ASSEMBLIES.

NOTES:

- MAXIMUM WIDTH OF JOINT = 8".

- tHIS SYSTEM IS DESIGNED AS A COLD SMOKE SEAL ONLY.

NOTE: FIRESTOPPING DETAIL BASIS OF DESIGN IS HILTI FIRESTOP

SYSTEMS 1-HR. OR 2-HR. ENGINEERING JUDGEMENT

(REFERENCE: INTERTEK SYSTEM NO. CEJ 421 P. DRAWING NO.

327515a). THIS INFORMATION IS PROVIDED FOR REFERENCE

ONLY, IT DOES NOT EXCLUDE OTHER MANUFACTURERS WHICH

MEET UL APPROVED FIRESTOPPING METHODS FOR THE 1-HR. OR

2-HR. SPECIFIED CONDITIONS.

SMOKE SEAL AT NON RATED FLOOR ASSEMBLY

MAX. 3/4"

1. PRECAST HOLLOW-CORE CONCRETE FLOOR ASSEMBLY (MINIMUM 8" THICK) WITH CONCRETE

TOPPER (MINIMUM 2" THICK) (1-HR. OR 2-HR. FIRE RATING).

2. CONCRETE BLOCK WALL ASSEMBLY (UL/cUL CLASSIFIED) (MINIMUM 8" THICK) (1-HR. OR 2 HR. FIRE-

RATING)

3. MINIMUM 1" THICKNESS MINERAL WOOL SAFING ( MIN. 4 PCF DENSITY) TIGHTLY PACKED AS A

BACKER.

4. MINIMUM 1/4" DEPTH HILTI CFS-S SIL GG FIRESTOP SILICONE SEALANT.

5. MINIMUM 4" THICKNESS MINERAL WOOL FIRE SAFING (MIN. 4 PCF DENSTIY) COMPRESSED 50%, FLUSH WITH BOTTOM OF FLOOR.

NOTES:

- MAXIMUM WIDTH OF JOINT = 3/4".

- T-RATING MAY NOT EQUAL F-RATING IN ACCORDANCE WITH UL 2079.

NOTE: FIRESTOPPING DETAIL BASIS OF DESIGN IS HILTI FIRESTOP SYSTEMS 1-HR. OR 2-HR.

ENGINEERING JUDGEMENT (REFERENCE: UL/cUL SYSTEM NO. FW-D-1037. DRAWING NO.

327514a). THIS INFORMATION IS PROVIDED FOR REFERENCE ONLY, IT DOES NOT EXCLUDE

OTHER MANUFACTURERS WHICH MEET UL APPROVED FIRESTOPPING METHODS FOR THE 1-

HR. OR 2-HR. SPECIFIED CONDITIONS.

G

1HR RATED CMU SHAFT

ENCLOSURE

/4

1HR RATED PRECAST

PLANK EDGE

CONTINUOUS 1 HR.

FIRESTOPPING AT OPENING

CONTINUOUS FIRESTOPPING

AT BALLOON FRAMING

5 3/4"

5" 5 3/4"

/4

1' - 0"

/4

/8

NOTE: PROVIDE 1 HR. UL LISTED FIRESTOPPING SOLUTION.

3/4" TYP

X

Y

/4

T

Y P

PLAN VIEW SECTION VIEW

Y

1. PRECAST HOLLOW-CORE CONCRETE FLOOR ASSEMBLY (MINIMUM 8" THICK) WITH CONCRETE

TOPPER (MINIMUM 2" THICK) (1-HR. OR 2-HR. FIRE RATING).

2. STEEL COLUMN (MAXIMUM SIZE: W10 x 68) (NON FIRE-RATED)

3. MINIMUM 4" THICKNESS MINERAL WOOL SAFING ( MIN. 4 PCF DENSITY) TIGHTLY PACKED, RECESSED TO ACCOMODATE SEALANT.

4. MINIMUM 1/2" DEPTH HILTI CFS-S SIL GG FIRESTOP SILICONE SEALANT.

NOTES:

- MAXIMUM SIZE OF OPENING = 18" x 18".

- ANNULAR SPACE = MINIMUM 0", MAXIMUM 12"

- FIRE-RATING OF ASSEMBLY IS DEPENDENT UPON THE PERFORMANCE OF STEEL COLUMN AND

FLOOR ASSEMBLY UNDER FIRE CONDITIONS.

NOTE: FIRESTOPPING DETAIL BASIS OF DESIGN IS HILTI FIRESTOP SYSTEMS 1-HR. OR 2-HR.

ENGINEERING JUDGEMENT (REFERENCE: UL/cUL SYSTEM NO. F-A-8012 & W-J-7110. DRAWING NO. 327513a). THIS INFORMATION IS PROVIDED FOR REFERENCE ONLY, IT DOES NOT

EXCLUDE OTHER MANUFACTURERS WHICH MEET UL APPROVED FIRESTOPPING METHODS

FOR THE 1-HR. OR 2-HR. SPECIFIED CONDITIONS.

3 3/4" TYP.

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

CONSULTANT ARCHITECT/ENGINEER OF RECORD

WBRC

A R C H I T E C T S • E N G I N E E R S

WWW.WBRCAE.COM

BANGOR, MAINE 207-947-4511

PORTLAND, MAINE 207-828-4511

SARASOTA, FLORIDA 941-556-0757

STAMP

Office of

Construction and Facilities Management

U.S. Department of Veterans Affairs

Project TitleDrawing Title

Approved:

Phase

Location

Issue Date

Project Number

Building Number

Drawing Number

Checked Drawn

TRUE NORTH

PROJECT NORTH

/2

/2

:4

:3

P M

C

U s e rs

\j o c e ly n

.b o o th e \D o c u m e n ts \4

V A

M H

P R

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ID

E

N C

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H C

A

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H jo c e ly n .b o o th e

.r v t

GI003

650-332

NEW MENTAL HEALTH BUILDING -

PHASE 1

830 CHALKSTONE AVE PROVIDENCE, RI 02908

JRB BRS10 APR 2019

CONSTRUCTION

DOCUMENTS

FIRESTOP DETAILS

FULLY SPRINKLERED

VA RI FACILITIES MANAGEMENT

SERVICE

1 1/2" = 1'-0"

D4 WP-1 WALL PENETRATION FIRESTOP

1 1/2" = 1'-0"

F6 FP-3 FLOOR PENETRATION FIRESTOP

1 1/2" = 1'-0"

F8 FP-5 FLOOR PENETRATION FIRESTOP

1 1/2" = 1'-0"

F4 FP-7 FLOOR PENETRATION FIRESTOP

1 1/2" = 1'-0"

D6 WP-3 WALL PENETRATION FIRESTOP

1 1/2" = 1'-0"

D8 WP-5 WALL PENETRATION FIRESTOP

1 1/2" = 1'-0"

C1 TYPICAL FIRESTOPPING SECTION @ CONCRETE STEM WALL

1 1/2" = 1'-0"

F1 TYPICAL FIRESTOPPING SECTION @ BALLOON FRAMING

1 1/2" = 1'-0"

B9 TYPICAL FIRESTOPPING SECTION @ STAIR 1 - LEVEL 01

1 1/2" = 1'-0"

B4 FIREPROOFING PLAN DETAIL @ GRID G-3 - LEVEL 01

1 1/2" = 1'-0"

B7 TYPICAL FIRESTOPPING @ LEVEL 01 COLUMNS

Revisions: Date: