Attachment 05 - Civil Drawings.pdf

VA FORM 08 - 6231

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E

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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

U.S. DEPARTMENT OF

VETERANS AFFAIRS

/8

/2

:2

:0

A M

U A u to d e sk A u to sa ve s \R e vi t\

V

A M

C P

R O

V

ID

E N

C E

M H

C P

II

A R

C H

R b e n

.s to o d le yM

Q F

.r vt

GI001

650-347

NEW MENTAL HEALTH BUILDING -

PHASE 2

830 CHALKSTONE AVE PROVIDENCE, RI 02908

JRB BRS04 FEB 2022

100% CD SUBMISSIONCOVER SHEET

CONSULTANT DISCIPLINE:

FULLY SPRINKLEREDVA RI FACILITIES MANAGEMENT

SERVICE

NEW MENTAL HEALTH BUILDING - PHASE 2

830 CHALKSTONE AVE PROVIDENCE, RI 02908

PROJ. NO. 650-347

DRAWING LIST

SHEET NUMBER SHEET NAME

MECHANICAL DRAWINGS

M-001 MECHANICAL LEGEND, SYMBOLS, & GENERAL NOTES

MH100 MECHANICAL SITE PLAN

MH111 MECHANICAL HVAC PLAN - LEVEL B

MH112 MECHANICAL PRESSURIZATION PLAN - LEVEL B

MH121 MECHANICAL HVAC PLAN - LEVEL 1

MH122 MECHANICAL PRESSURIZATION PLAN - LEVEL 1

MH131 MECHANICAL HVAC PLAN - LEVEL 2

MH132 MECHANICAL PRESSURIZATION PLAN - LEVEL 2

MP111 MECHANICAL PIPING PLAN - LEVEL B

MP121 MECHANICAL PIPING PLAN - LEVEL 1

MP131 MECHANICAL PIPING PLAN - LEVEL 2

MP132 MECHANICAL PIPING PLAN - LEVEL 2 PH1

M401 MECHANICAL ENLARGED PLANS

M501 MECHANICAL DETAILS

M502 MECHANICAL DETAILS

M503 MECHANICAL DETAILS

M701 MECHANICAL CONTROLS

M702 MECHANICAL CONTROLS

M703 MECHANICAL CONTROLS

M801 MECHANICAL SCHEDULES

M802 MECHANICAL EQUIPMENT DIAGRAM

ELECTRICAL DRAWINGS

E-001 ELECTRICAL LEGENDS

E-002 ELECTRICAL GENERAL NOTES

E100 ELECTRICAL SITE PLAN

EL201 LEVEL B PLAN - LIGHTING

EL202 LEVEL 1 PLAN - LIGHTING

EL203 LEVEL 2 PLAN - LIGHTING

EP201 LEVEL B PLAN - POWER

EP202 LEVEL 1 PLAN - POWER

EP203 LEVEL 2 PLAN - POWER

EP213 LEVEL 2 PHASE 1 - POWER

EP214 ROOF PLAN - LIGHTNING PROTECTION

E-501 ELECTRICAL DETAILS

E-601 ELECTRICAL ONE-LINE DIAGRAM

E-801 ELECTRICAL SCHEDULES

E-802 ELECTRICAL PANEL SCHEDULES

E-803 ELECTRICAL PANEL SCHEDULES

EC101 ELECTRICAL CALCULATIONS - LEVEL B

EC102 ELECTRICAL CALCULATIONS - LEVEL 1

EC103 ELECTRICAL CALCULATIONS - LEVEL 2

TELECOM DRAWINGS

T-001 TELECOM LEGEND AND ABBREVIATIONS

T-101 LEVEL B PLAN - FIBER ROUTING

T102 LEVEL 1 PLAN - OVERALL

TA101 LEVEL B PLAN - AV/PA/NURSE CALL

TA102 LEVEL 1 PLAN - AV/PA/NURSE CALL

TA103 LEVEL 2 PLAN - AV/PA/NURSE CALL

TN101 LEVEL B PLAN - DATA/BDA

TN102 LEVEL 1 PLAN - DATA/BDA

TN103 LEVEL 2 PLAN - DATA/BDA

TN104 ROOF LEVEL PLAN - DATA/BDA

T-401 TELECOM ENLARGED PLANS

T-501 TELECOM DETAILS

T-601 TELECOM RISERS AND DIAGRAMS

PHYSICAL SECURITY DRAWINGS

EY101 SECURITY DEVICES - BASEMENT FLOOR PLAN

EY102 SECURITY DEVICES - FIRST FLOOR PLAN

EY103 SECURITY DEVICES - SECOND FLOOR PLAN

EY104 SECURITY DEVICES - ROOF PLAN

EY501 SECURITY DEVICES - SCHEMATICS AND SCHEDULES

DRAWING LIST

SHEET NUMBER SHEET NAME

AE312 WALL SECTIONS

AE401 ENLARGED RESTROOM PLANS & INTERIOR ELEVATIONS

AE402 STAIR 3 PLANS & DETAILS

AE403 STAIR SECTIONS & DETAILS

AE501 PLAN DETAILS

AE502 PLAN DETAILS

AE510 SECTION DETAILS

AE511 SECTION DETAILS

AE512 SECTION DETAILS

AE513 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 CURTAIN WALL TYPES, WINDOW TYPES AND DETAILS

AE607 STOREFRONT DETAILS

AE608 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

AF702 SECOND FLOOR EQUIPMENT PLAN

FIRE PROTECTION DRAWINGS

FP001 FIRE PROTECTION LEGENDS, SYMBOLS, & NOTES

FP100 FIRE PROTECTION AREAS OF WORK

FP111 LEVEL B PLAN - FIRE PROTECTION

FP121 LEVEL 1 PLAN - FIRE PROTECTION

FP131 LEVEL 2 PLAN - FIRE PROTECTION

FP501 FIRE PROTECTION DETAILS

FIRE ALARM DRAWINGS

FA001 FIRE ALARM LEGEND

FA101 LEVEL B PLAN - FIRE ALARM PLAN

FA102 LEVEL 1 PLAN - FIRE ALARM PLAN

FA103 LEVEL 2 PLAN - FIRE ALARM PLAN

FA501 FIRE ALARM DETAILS

FA601 FIRE ALARM DIAGRAMS

PLUMBING DRAWINGS

P-001 PLUMBING - LEGEND, SYMBOLS, & GENERAL NOTES

PS101 PLUMBING GRAVITY - LEVEL B UNDERSLAB PLAN

PS111 PLUMBING GRAVITY - LEVEL B PLAN

PS121 PLUMBING GRAVITY - LEVEL 1 PLAN

PS131 PLUMBING GRAVITY - LEVEL 2 PLAN

PS141 PLUMBING GRAVITY - ROOF PLAN

PP111 PLUMBING PRESSURE - LEVEL B PLAN

PP121 PLUMBING PRESSURE - LEVEL 1 PLAN

PP131 PLUMBING PRESSURE - LEVEL 2 PLAN

PP132 PLUMBING - LEVEL 2 PH1 PLAN

P401 PLUMBING ENLARGED PLANS

P501 PLUMBING DETAILS

P502 PLUMBING DETAILS

P601 PLUMBING ISOMETRICS - PRESSURE

P602 PLUMBING ISOMETRICS - GRAVITY

P801 PLUMBING SCHEDULES

DRAWING LIST

SHEET NUMBER SHEET NAME

GENERAL DRAWINGS

GI001 COVER SHEET

GI002 SYMBOLS, ABBREVIATIONS AND GENERAL NOTES

GI003 FIRESTOP DETAILS

LIFE SAFETY DRAWINGS

LS100 BASEMENT LIFE SAFETY PLAN

LS101 FIRST FLOOR LIFE SAFETY PLAN

LS102 SECOND FLOOR LIFE SAFETY PLAN

CIVIL DRAWINGS

C001 SITE GENERAL NOTES & ABBREVIATIONS

CD101 SITE REMOVALS PLAN

CP101 SITE LAYOUT AND MATERIALS PLAN

CP301 PLAZA INSET PLAN / BUILDING 14 PLAN

CG101 SITE GRADING PLAN & EROSION CONTROL PLAN

CU101 SITE UTILITY PLAN

LP101 SITE PLANTING PLAN

C501 SITE DETAILS

C502 SITE DETAILS

C503 SITE DETAILS

STRUCTURAL DRAWINGS

SS001 GENERAL NOTES

SB101 LEVEL B/FOUNDATION PLAN

SB300 TYPICAL FOUNDATION DETAILS

SB301 FOUNDATION SECTIONS & DETAILS

SB302 FOUNDATION SECTIONS & DETAILS

SB303 PILECAP & GRADE BEAM DETAILS, FOUNDATION WALL

ELEVATIONS

SF101 LEVEL 1 FRAMING PLAN

SF102 LEVEL 2 FRAMING PLANS

SF103 ROOF FRAMING PLAN

SF401 BRACED FRAME ELEVATIONS

SF500 TYPICAL FRAMING DETAILS

SF501 TYPICAL BRACED FRAME CONNECTION DETAILS

SF502 FRAMING SECTIONS & DETAILS

SF503 FRAMING SECTIONS & DETAILS

ARCHITECTURAL DRAWINGS

AD101 REMOVAL FLOOR PLANS

AD201 REMOVAL ELEVATIONS & SECTIONS

AE100 BASEMENT FLOOR REFERENCE PLAN

AE100A BASEMENT FLOOR PLAN

AE101 FIRST FLOOR REFERENCE PLAN

AE101A FIRST FLOOR PLAN

AE102 SECOND FLOOR REFERENCE PLAN

AE102A SECOND FLOOR PLAN

AE103 ROOF PLAN

AE110 BASEMENT REFLECTED CEILING PLAN

AE111 FIRST FLOOR REFLECTED CEILING PLAN

AE112 SECOND FLOOR REFLECTED CEILING PLAN

AE201 BUILDING ELEVATIONS

AE202 BUILDING ELEVATIONS

AE203 3D VIEWS

AE204 INTERIOR ELEVATIONS #033, 034

AE205 INTERIOR ELEVATIONS #036, 037, 039, 040, 041, 042, 043,

AE206 INTERIOR ELEVATIONS #133, 134, 034A, 140, 152, 203

AE207 INTERIOR ELEVATIONS #204, 216

AE301 BUILDING SECTIONS

AE310 WALL SECTIONS

AE311 WALL SECTIONS

Revisions: Revision Description 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 SHEET AE601 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, AF701 & AF702 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

/8

/2

:2

:1

A M

U A u to d e sk A u to sa ve s \R e vi t\

V

A M

C P

R O

V

ID

E N

C E

M H

C P

II

A R

C H

R b e n

.s to o d le yM

Q F

.r vt

GI002

650-347

NEW MENTAL HEALTH BUILDING -

PHASE 2

830 CHALKSTONE AVE PROVIDENCE, RI 02908

JRB BRS04 FEB 2022

100% CD SUBMISSIONSYMBOLS, ABBREVIATIONS AND

GENERAL NOTES

FULLY SPRINKLEREDVA RI FACILITIES MANAGEMENT

SERVICERevisions: Revision Description 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. CAST-IN-PLACE CONCRETE WITH 1 1/2" METAL DECK FLOOR ASSEMBLY (MINIMUM 5 1/2" 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: SMOKE SEAL 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"

MAX. 3/4"

1. CAST-IN-PLACE CONCRETE WITH 1 1/2" METAL DECK FLOOR ASSEMBLY (MINIMUM 5 1/2" 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: SMOKE SEAL 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.

3/4" TYP

X

Y

/4

T

Y P

PLAN VIEW SECTION VIEW

Y

1. CAST-IN-PLACE CONCRETE WITH 1 1/2" METAL DECK FLOOR ASSEMBLY (MINIMUM 5 1/2" 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 = 8" x 8".

- 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: SMOKE SEAL 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.

1. EXTERIOR GYP. WITH STEEL STUD FRAMING WALL ASSEMBLY (NON FIRE

RATED).

2. CAST-IN-PLACE CONCRETE WITH 1 1/2" METAL DECK FLOOR ASSEMBLY

(MINIMUM 5 1/2" 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, OVERLAPPING

MINIMUM 1/2" ONTO ADJACENT ASSEMBLIES.

NOTES:

- MAXIMUM WIDTH OF JOINT = 3/4".

NOTE: SMOKE 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.

SMOKE SEAL AT FLOOR ASSEMBLY

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

2. CAST-IN-PLACE CONCRETE WITH 1 1/2" METAL DECK FLOOR ASSEMBLY

(MINIMUM 5 1/2" 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 CP-SP SMOKE AND ACOUSTIC

SPRAY TO COMPLETELY COVER MINERAL WOOL, 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.

FIRESTOPPING AT CURTAIN WALL ASSEMBLY

8" MAX

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

/8

/2

:2

:2

A M

U A u to d e sk A u to sa ve s \R e vi t\

V

A M

C P

R O

V

ID

E N

C E

M H

C P

II

A R

C H

R b e n

.s to o d le yM

Q F

.r vt

GI003

650-347

NEW MENTAL HEALTH BUILDING -

PHASE 2

830 CHALKSTONE AVE PROVIDENCE, RI 02908

JRB BRS04 FEB 2022

100% CD SUBMISSIONFIRESTOP DETAILS

FULLY SPRINKLEREDVA 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"

B4 TYPICAL SMOKE SEAL SECTION @ CONCRETE STEM WALL

1 1/2" = 1'-0"

B9 TYPICAL SMOKE SEAL SECTION @ STAIR 3

1 1/2" = 1'-0"

B7 TYPICAL SMOKE SEAL @ COLUMNS

1 1/2" = 1'-0"

F1 TYPICAL SMOKE SEAL SECTION AT SLAB EDGE

1 1/2" = 1'-0"

C1 TYPICAL SMOKE SEAL SECTION AT CURTAIN WALL SLAB

EDGE

R E

F

REF.

UP

UP

R E

F

CG

C G

C

G CG

CG

C G

C G

CG

C G

CG

CG

C G

CG

CGC

G

C G

C G

CG

CG

C G

CGC

G

CG

C G

A

B

C

D

E

F

G

76543

E.5

E.9

8.7

2-1 2-2

2-3 2-4

2-6

2-8

2-A

2-E F.E.

F .E

F .E

FEC

2-D

2-B

2-F

2-7

2-5

2-2.1

2-C

F.E.

F.E.

85'-0"

112'-6"

EXIT ACCESS (34")

EXIT ACCESS (34")

SCOPE OF WORK LINE

STAFF TOILET

TEAM RM

OFFICE (TRIPLE)

OFFICE (TRIPLE)

CONSULT ROOM

CONSULT ROOM

CONSULT ROOM

PUBLIC TOILET

MSA

WAITING AREA

CORRIDOR

CHIEF OFFICE

OFFICE

OFFICE

CONSULT ROOM

OFFICE (DOUBLE)

OFFICE (DOUBLE)

OFFICE (TRIPLE)

OFFICE (TRIPLE)

ELEC. CL.

STAIR 3

HAC

VETERAN W.S.

CORRIDOR

034A

25'-6"

D E

A D

E N

D

EXIT ACCESS (36")

64 SF

STORAGE

53 SF

PRINTER

034B

EXIT ACCESS (36")

LEGEND:

EXIT / EXIT ACCESS

EXISTING 1 HR SLAB SUPPORTED BY 1 HR

FIREPROOFED CONSTRUCTION - PER NFPA

101 Section 7.7.2(5)

EXISTING 1 HR RATED CEILING ASSEMBLY

SUPPORTED BY 1 HR CONSTRUCTION - PER

NFPA 101 Section 7.7.2(5)

FIRE BARRIER (1HR)

SCOPE OF WORK LINE

BUILDING INFORMATION

PROPOSED IBC BUILDING "USE" GROUPS

PROPOSED NFPA 101 BUILDING OCCUPANCY

NUMBER OF FLOORS ABOVE GRADE

NUMBER OF FLOORS BELOW GRADE

(B) BUSINESS, S-2 (STORAGE)

NEW BUSINESS, LOW HAZARD STORAGE

3 STORIES

NONE

BUILDING AREA (APPROXIMATELY) 27,750 SF

TYPE OF CONSTRUCTION IIB (IBC); II (000) (NFPA)

HAZARDOUS MATERIALS N/A

XX' - X"

TOTAL TRAVEL DISTANCE

COMMON PATH OF TRAVEL

RATED STAIR ENCLOSURE

RATED ELEVATOR SHAFT

ENCLOSURE

PHYSICAL SECURITY DESIGN CLASSIFICATION: LIFE

SAFETY PROTECTED

XX' - X"

GOVERNING CODES:

• VETERAN AFFAIRS FIRE PROTECTION DESIGN MANUAL (VAFPDM)

• NFPA 101-2021 - THE LIFE SAFETY CODE

• NFPA 10 - 2018 - STANDARD FOR PORTABLE FIRE EXTINGUISHERS

• NFPA 13-2019 - STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS

• NFPA 72-2019 - THE NATIONAL FIRE ALARM AND SIGNALING CODE

• IBC 2021 - THE INTERNATIONAL BUILDING CODE

SITE ACCESS REGENT AVE

SUPPRESSION SYSTEM FULLY SPRINKLERED

FIRE ALARM SYSTEM ADDRESSABLE

HEIGHT AND AREA

IBC SECTION

TABLE 503

SECTION 504.2: AUTOMATIC SPRINKLER HEIGHT INCREASE

SECTION 506.2: OPEN FRONTAGE AREA INCREASE (76% OPEN)

BUILDING HEIGHT

3 STORIES (55 FEET)

1 STORY (20 FEET)

N/A

SECTION 506.3: AUTOMATIC SPRINKLER AREA INCREASE N/A

MAXIMUM PERMITTED PER IBC 4 STORIES (75 FEET)

ACTUAL HEIGHT AND AREA 3 STORIESA

BUILDING AREA (ft2)

23,000

N/A

11,730

46,000

80,730

10,950

A THE BASEMENT LEVEL MEETS THE DEFINITION FOR A STORY ABOVE GRADE SINCE THE STORY ABOVE

IS MORE THAN 12 FEET ABOVE FINISHED GRADE.

REQUIRED FIRE RESISTANCE RATING

IBC TABLE 601

PRIMARY STRUCTURAL FRAME

EXTERIOR BEARING WALLS

INTERIOR BEARING WALLS

RATING

0 HOURS

0 HOURS

0 HOURS

EXTERIOR NON-BEARING WALLS (IBC TABLE 602)

FSD < 10 FEET 1 HOUR

FSD ≥ 10 FEET 0 HOURS

FLOOR CONSTRUCTION AND SECONDARY MEMBERS 0 HOURS

ROOF CONSTRUCTION AND SECONDARY MEMBERS 0 HOURS

NFPA 101 TABLE 8.3.4.2 RATING

EXIT STAIRS 1 HOUR

SHAFTS

ELEVATOR SHAFT

OTHER FIRE BARRIERS

FIRE DOOR

1 HOUR

3/4 HOUR

1 HOUR 1 HOUR

1 HOUR 1 HOUR

1 HOUR

ALLOWABLE TRAVEL DISTANCES

OCCUPANCY

BUSINESS (B)

MAXIMUM COMMON PATH (ft)

ALLOWED: 100'

PROVIDED: 33'

MAXIMUM TRAVEL DISTANCE (ft) MAXIMUM DEAD-END (ft) MINIMUM CORRIDOR WIDTH

ALLOWED: 300

PROVIDED: 152'-6"

ALLOWED: 50

PROVIDED: 7.5

ALLOWED: 44"

PROVIDED: 72"

MINIMUM NUMBER OF EXITS PER STORY (NFPA 101 7.4.1.2)

OCCUPANT LOAD (PER STORY) MINIMUM NUMBER OF EXITS

1-500 2

EXIT SEPARATION (NFPA 101 - 7.5.1.3.3):

1/3 OF THE OVERALL DIAGONAL

ALLOWED: 132' / 3 = 44'-0"

PROVIDED: 119'-0"

ALLOWED EGRESS CAPACITY

FLOOR EGRESS CAPACITY

BASEMENT STAIR 1

DOOR - 34" / 0.2 = 170 PERSONS

STAIR - 44" / 0.3 = 146 PERSONS

STAIR 2

DOOR - 34" / 0.2 = 170 PERSONS

STAIR - 44" / 0.3 = 146 PERSONS

STAIR 3

DOOR - 34" / 0.2 = 170 PERSONS

STAIR - 44" / 0.3 = 146 PERSONS

TOTAL = 438

LEVEL 1 MAIN ENTRANCE

DOOR - 41" / 0.2 = 205 PERSONS

STAIR 2

DOOR - 34" / 0.2 = 170 PERSONS

STAIR 3

DOOR - 34" / 0.2 = 170 PERSONS

TOTAL = 545

LEVEL 2 STAIR 1

DOOR - 34" / 0.2 = 170 PERSONS

STAIR - 44" / 0.3 = 146 PERSONS

STAIR 3

DOOR - 34" / 0.2 = 170 PERSONS

STAIR - 44" / 0.3 = 146 PERSONS

TOTAL = 292

FIRE EXTINGUISHER (MAX. 75' APART)F.E.

NOTE: PER NFPA 101 - 7.2.1.4.2 DOOR LEAF SWING DIRECTION NOT REQUIRED TO SWING IN THE DIRECTION OF EGRESS TRAVEL WHEN SERVING A ROOM OR AREA

WITH AN OCCUPANT LOAD LESS THAN 50.

SMOKE PARTITION - PER NFPA101 38.3.2

PROVIDED OCCUPANT LOADING

FLOOR OCCUPANT LOAD FACTOR

(ft2/person)

USE AREA (ft2) OCCUPANTS

BASEMENT PHASE 1 113

BUSINESS

WAITING/LOUNGE

STORAGE/MECHANICAL

163BASEMENT TOTAL

LEVEL 1 PHASE 1 78

BUSINESS

WAITING/GROUP THERAPY

STORAGE/MECHANICAL

156LEVEL 1 TOTAL

LEVEL 2 PHASE 1 3

BUSINESS

WAITING AREA

STORAGE/MECHANICAL

49LEVEL 2 TOTAL

3,438

150 GROSS

15 NET

500 GROSS

2,651

150 GROSS

15 NET

500 GROSS

2,675

150 GROSS

15 NET

500 GROSS

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

/8

/2

:2

:2

A M

U A u to d e sk A u to sa ve s \R e vi t\

V

A M

C P

R O

V

ID

E N

C E

M H

C P

II

A R

C H

R b e n

.s to o d le yM

Q F

.r vt

LS100

650-347

NEW MENTAL HEALTH BUILDING -

PHASE 2

830 CHALKSTONE AVE PROVIDENCE, RI 02908

Checker MB04 FEB 2022

100% CD SUBMISSIONBASEMENT LIFE SAFETY PLAN

FULLY SPRINKLEREDVA RI FACILITIES MANAGEMENT

SERVICE

P1P2

KEY PLAN

3/32" = 1'-0"

F1 BASEMENT LIFE SAFETY PLAN

DN

UP

UP

A

B

C

D

E

F

G

76543

E.5

E.9

8.7

2-1 2-2

2-3 2-4

2-6

2-8

2-A

2-E

2-D

2-B

2-F

2-7

2-5

2-2.1

2-C F.E.

F.E.

F.E.

F.E.

F.E.

F.E.

88'-6"

160'-0"

SCOPE OF WORK LINE

EXIT (34")

EXIT (41")LOUNGE, STAFF

STAFF TOILET

OFFICE

139 TELEDATA

COUPLE'S THERAPY

COUPLE'S THERAPY

COUPLE'S THERAPY

GROUP THERAPY

PUBLIC TOILET

MSA

WAITING AREA

GROUP THERAPY

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

ELEC. CL.

SECTION CHIEF

CORRIDOR

STAIR 3

25'-10"

EXIT ACCESS OPENING TO BE

PROTECTED PER NFPA 101

TABLE 8.3.3.2.2 FOR 'EXIT

ACCESS CORRIDOR' MINIMUM

RATINGS AND MARKINGS

STAIRWELL

INTERRUPTION

GATE

19 SF

PRINTER

131A

LEGEND:

EXIT / EXIT ACCESS

EXISTING 1 HR SLAB SUPPORTED BY 1 HR

FIREPROOFED CONSTRUCTION - PER NFPA

101 Section 7.7.2(5)

EXISTING 1 HR RATED CEILING ASSEMBLY

SUPPORTED BY 1 HR CONSTRUCTION - PER

NFPA 101 Section 7.7.2(5)

FIRE BARRIER (1HR)

SCOPE OF WORK LINE

BUILDING INFORMATION

PROPOSED IBC BUILDING "USE" GROUPS

PROPOSED NFPA 101 BUILDING OCCUPANCY

NUMBER OF FLOORS ABOVE GRADE

NUMBER OF FLOORS BELOW GRADE

(B) BUSINESS, S-2 (STORAGE)

NEW BUSINESS, LOW HAZARD STORAGE

3 STORIES

NONE

BUILDING AREA (APPROXIMATELY) 27,750 SF

TYPE OF CONSTRUCTION IIB (IBC); II (000) (NFPA)

HAZARDOUS MATERIALS N/A

XX' - X"

TOTAL TRAVEL DISTANCE

COMMON PATH OF TRAVEL

RATED STAIR ENCLOSURE

RATED ELEVATOR SHAFT

ENCLOSURE

PHYSICAL SECURITY DESIGN CLASSIFICATION: LIFE

SAFETY PROTECTED

XX' - X"

GOVERNING CODES:

• VETERAN AFFAIRS FIRE PROTECTION DESIGN MANUAL (VAFPDM)

• NFPA 101-2021 - THE LIFE SAFETY CODE

• NFPA 10 - 2018 - STANDARD FOR PORTABLE FIRE EXTINGUISHERS

• NFPA 13-2019 - STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS

• NFPA 72-2019 - THE NATIONAL FIRE ALARM AND SIGNALING CODE

• IBC 2021 - THE INTERNATIONAL BUILDING CODE

SITE ACCESS REGENT AVE

SUPPRESSION SYSTEM FULLY SPRINKLERED

FIRE ALARM SYSTEM ADDRESSABLE

HEIGHT AND AREA

IBC SECTION

TABLE 503

SECTION 504.2: AUTOMATIC SPRINKLER HEIGHT INCREASE

SECTION 506.2: OPEN FRONTAGE AREA INCREASE (76% OPEN)

BUILDING HEIGHT

3 STORIES (55 FEET)

1 STORY (20 FEET)

N/A

SECTION 506.3: AUTOMATIC SPRINKLER AREA INCREASE N/A

MAXIMUM PERMITTED PER IBC 4 STORIES (75 FEET)

ACTUAL HEIGHT AND AREA 3 STORIESA

BUILDING AREA (ft2)

23,000

N/A

11,730

46,000

80,730

10,950

A THE BASEMENT LEVEL MEETS THE DEFINITION FOR A STORY ABOVE GRADE SINCE THE STORY ABOVE

IS MORE THAN 12 FEET ABOVE FINISHED GRADE.

REQUIRED FIRE RESISTANCE RATING

IBC TABLE 601

PRIMARY STRUCTURAL FRAME

EXTERIOR BEARING WALLS

INTERIOR BEARING WALLS

RATING

0 HOURS

0 HOURS

0 HOURS

EXTERIOR NON-BEARING WALLS (IBC TABLE 602)

FSD < 10 FEET 1 HOUR

FSD ≥ 10 FEET 0 HOURS

FLOOR CONSTRUCTION AND SECONDARY MEMBERS 0 HOURS

ROOF CONSTRUCTION AND SECONDARY MEMBERS 0 HOURS

NFPA 101 TABLE 8.3.4.2 RATING

EXIT STAIRS 1 HOUR

SHAFTS

ELEVATOR SHAFT

OTHER FIRE BARRIERS

FIRE DOOR

1 HOUR

3/4 HOUR

1 HOUR 1 HOUR

1 HOUR 1 HOUR

1 HOUR

ALLOWABLE TRAVEL DISTANCES

OCCUPANCY

BUSINESS (B)

MAXIMUM COMMON PATH (ft)

ALLOWED: 100'

PROVIDED: 33'

MAXIMUM TRAVEL DISTANCE (ft) MAXIMUM DEAD-END (ft) MINIMUM CORRIDOR WIDTH

ALLOWED: 300

PROVIDED: 152'-6"

ALLOWED: 50

PROVIDED: 7.5

ALLOWED: 44"

PROVIDED: 72"

MINIMUM NUMBER OF EXITS PER STORY (NFPA 101 7.4.1.2)

OCCUPANT LOAD (PER STORY) MINIMUM NUMBER OF EXITS

1-500 2

EXIT SEPARATION (NFPA 101 - 7.5.1.3.3):

1/3 OF THE OVERALL DIAGONAL

ALLOWED: 132' / 3 = 44'-0"

PROVIDED: 119'-0"

ALLOWED EGRESS CAPACITY

FLOOR EGRESS CAPACITY

BASEMENT STAIR 1

DOOR - 34" / 0.2 = 170 PERSONS

STAIR - 44" / 0.3 = 146 PERSONS

STAIR 2

DOOR - 34" / 0.2 = 170 PERSONS

STAIR - 44" / 0.3 = 146 PERSONS

STAIR 3

DOOR - 34" / 0.2 = 170 PERSONS

STAIR - 44" / 0.3 = 146 PERSONS

TOTAL = 438

LEVEL 1 MAIN ENTRANCE

DOOR - 41" / 0.2 = 205 PERSONS

STAIR 2

DOOR - 34" / 0.2 = 170 PERSONS

STAIR 3

DOOR - 34" / 0.2 = 170 PERSONS

TOTAL = 545

LEVEL 2 STAIR 1

DOOR - 34" / 0.2 = 170 PERSONS

STAIR - 44" / 0.3 = 146 PERSONS

STAIR 3

DOOR - 34" / 0.2 = 170 PERSONS

STAIR - 44" / 0.3 = 146 PERSONS

TOTAL = 292

FIRE EXTINGUISHER (MAX. 75' APART)F.E.

NOTE: PER NFPA 101 - 7.2.1.4.2 DOOR LEAF SWING DIRECTION NOT REQUIRED TO SWING IN THE DIRECTION OF EGRESS TRAVEL WHEN SERVING A ROOM OR AREA

WITH AN OCCUPANT LOAD LESS THAN 50.

SMOKE PARTITION - PER NFPA101 38.3.2

PROVIDED OCCUPANT LOADING

FLOOR OCCUPANT LOAD FACTOR

(ft2/person)

USE AREA (ft2) OCCUPANTS

BASEMENT PHASE 1 113

BUSINESS

WAITING/LOUNGE

STORAGE/MECHANICAL

163BASEMENT TOTAL

LEVEL 1 PHASE 1 78

BUSINESS

WAITING/GROUP THERAPY

STORAGE/MECHANICAL

156LEVEL 1 TOTAL

LEVEL 2 PHASE 1 3

BUSINESS

WAITING AREA

STORAGE/MECHANICAL

49LEVEL 2 TOTAL

3,438

150 GROSS

15 NET

500 GROSS

2,651

150 GROSS

15 NET

500 GROSS

2,675

150 GROSS

15 NET

500 GROSS

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

/8

/2

:2

:3

A M

U A u to d e sk A u to sa ve s \R e vi t\

V

A M

C P

R O

V

ID

E N

C E

M H

C P

II

A R

C H

R b e n

.s to o d le yM

Q F

.r vt

LS101

650-347

NEW MENTAL HEALTH BUILDING -

PHASE 2

830 CHALKSTONE AVE PROVIDENCE, RI 02908

Checker MB04 FEB 2022

100% CD SUBMISSIONFIRST FLOOR LIFE SAFETY PLAN

FULLY SPRINKLEREDVA RI FACILITIES MANAGEMENT

SERVICE

3/32" = 1'-0"

F1 FIRST FLOOR LIFE SAFETY PLAN

P1P2

KEY PLAN

DN

A

B

C

D

E

F

G

76543

E.5

E.9

8.7

2-1 2-2

2-3 2-4

2-6

2-8

2-A

2-E

SEGMENT B

SEGMENT A

SEGMENT B

SEGMENT A

F.E.

2-D

2-B

2-F

2-7

2-5

2-2.1

2-C

F.E.

PUBLIC TOILET

STAFF TOILET

N.P. OFFICE

N.P. OFFICE

N.P. OFFICE

N.P. OFFICE

N.P. OFFICE

N.P. OFFICE

MECH. RM.

ELEC. RM.

CORRIDOR

OFFICE/CONSULT

OFFICE

OFFICE/CONSULT

OFFICE

OFFICE

CHIEF OFFICE

CORRIDOR

STAIR 3

HAC

F.E.

96'-6"

103'-0"EXIT ACCESS (34")

EXIT ACCESS (34")

SCOPE OF WORK LINE

33'-0"

19 SF

PRINTER

204A

OVERHEAD COILING

FIRE CURTAIN TO BE

INSTALLED ON

INTERIOR SIDE OF 3

EXISTING WINDOWS

IN STAIR WELL, FOR

MORE INFORMATION

SEE DETAILS:

/E1 AE607

/F1 AE607

LEGEND:

EXIT / EXIT ACCESS

EXISTING 1 HR SLAB SUPPORTED BY 1 HR

FIREPROOFED CONSTRUCTION - PER NFPA

101 Section 7.7.2(5)

EXISTING 1 HR RATED CEILING ASSEMBLY

SUPPORTED BY 1 HR CONSTRUCTION - PER

NFPA 101 Section 7.7.2(5)

FIRE BARRIER (1HR)

SCOPE OF WORK LINE

BUILDING INFORMATION

PROPOSED IBC BUILDING "USE" GROUPS

PROPOSED NFPA 101 BUILDING OCCUPANCY

NUMBER OF FLOORS ABOVE GRADE

NUMBER OF FLOORS BELOW GRADE

(B) BUSINESS, S-2 (STORAGE)

NEW BUSINESS, LOW HAZARD STORAGE

3 STORIES

NONE

BUILDING AREA (APPROXIMATELY) 27,750 SF

TYPE OF CONSTRUCTION IIB (IBC); II (000) (NFPA)

HAZARDOUS MATERIALS N/A

XX' - X"

TOTAL TRAVEL DISTANCE

COMMON PATH OF TRAVEL

RATED STAIR ENCLOSURE

RATED ELEVATOR SHAFT

ENCLOSURE

PHYSICAL SECURITY DESIGN CLASSIFICATION: LIFE

SAFETY PROTECTED

XX' - X"

GOVERNING CODES:

• VETERAN AFFAIRS FIRE PROTECTION DESIGN MANUAL (VAFPDM)

• NFPA 101-2021 - THE LIFE SAFETY CODE

• NFPA 10 - 2018 - STANDARD FOR PORTABLE FIRE EXTINGUISHERS

• NFPA 13-2019 - STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS

• NFPA 72-2019 - THE NATIONAL FIRE ALARM AND SIGNALING CODE

• IBC 2021 - THE INTERNATIONAL BUILDING CODE

SITE ACCESS REGENT AVE

SUPPRESSION SYSTEM FULLY SPRINKLERED

FIRE ALARM SYSTEM ADDRESSABLE

HEIGHT AND AREA

IBC SECTION

TABLE 503

SECTION 504.2: AUTOMATIC SPRINKLER HEIGHT INCREASE

SECTION 506.2: OPEN FRONTAGE AREA INCREASE (76% OPEN)

BUILDING HEIGHT

3 STORIES (55 FEET)

1 STORY (20 FEET)

N/A

SECTION 506.3: AUTOMATIC SPRINKLER AREA INCREASE N/A

MAXIMUM PERMITTED PER IBC 4 STORIES (75 FEET)

ACTUAL HEIGHT AND AREA 3 STORIESA

BUILDING AREA (ft2)

23,000

N/A

11,730

46,000

80,730

10,950

A THE BASEMENT LEVEL MEETS THE DEFINITION FOR A STORY ABOVE GRADE SINCE THE STORY ABOVE

IS MORE THAN 12 FEET ABOVE FINISHED GRADE.

REQUIRED FIRE RESISTANCE RATING

IBC TABLE 601

PRIMARY STRUCTURAL FRAME

EXTERIOR BEARING WALLS

INTERIOR BEARING WALLS

RATING

0 HOURS

0 HOURS

0 HOURS

EXTERIOR NON-BEARING WALLS (IBC TABLE 602)

FSD < 10 FEET 1 HOUR

FSD ≥ 10 FEET 0 HOURS

FLOOR CONSTRUCTION AND SECONDARY MEMBERS 0 HOURS

ROOF CONSTRUCTION AND SECONDARY MEMBERS 0 HOURS

NFPA 101 TABLE 8.3.4.2 RATING

EXIT STAIRS 1 HOUR

SHAFTS

ELEVATOR SHAFT

OTHER FIRE BARRIERS

FIRE DOOR

1 HOUR

3/4 HOUR

1 HOUR 1 HOUR

1 HOUR 1 HOUR

1 HOUR

ALLOWABLE TRAVEL DISTANCES

OCCUPANCY

BUSINESS (B)

MAXIMUM COMMON PATH (ft)

ALLOWED: 100'

PROVIDED: 33'

MAXIMUM TRAVEL DISTANCE (ft) MAXIMUM DEAD-END (ft) MINIMUM CORRIDOR WIDTH

ALLOWED: 300

PROVIDED: 152'-6"

ALLOWED: 50

PROVIDED: 7.5

ALLOWED: 44"

PROVIDED: 72"

MINIMUM NUMBER OF EXITS PER STORY (NFPA 101 7.4.1.2)

OCCUPANT LOAD (PER STORY) MINIMUM NUMBER OF EXITS

1-500 2

EXIT SEPARATION (NFPA 101 - 7.5.1.3.3):

1/3 OF THE OVERALL DIAGONAL

ALLOWED: 132' / 3 = 44'-0"

PROVIDED: 119'-0"

ALLOWED EGRESS CAPACITY

FLOOR EGRESS CAPACITY

BASEMENT STAIR 1

DOOR - 34" / 0.2 = 170 PERSONS

STAIR - 44" / 0.3 = 146 PERSONS

STAIR 2

DOOR - 34" / 0.2 = 170 PERSONS

STAIR - 44" / 0.3 = 146 PERSONS

STAIR 3

DOOR - 34" / 0.2 = 170 PERSONS

STAIR - 44" / 0.3 = 146 PERSONS

TOTAL = 438

LEVEL 1 MAIN ENTRANCE

DOOR - 41" / 0.2 = 205 PERSONS

STAIR 2

DOOR - 34" / 0.2 = 170 PERSONS

STAIR 3

DOOR - 34" / 0.2 = 170 PERSONS

TOTAL = 545

LEVEL 2 STAIR 1

DOOR - 34" / 0.2 = 170 PERSONS

STAIR - 44" / 0.3 = 146 PERSONS

STAIR 3

DOOR - 34" / 0.2 = 170 PERSONS

STAIR - 44" / 0.3 = 146 PERSONS

TOTAL = 292

FIRE EXTINGUISHER (MAX. 75' APART)F.E.

NOTE: PER NFPA 101 - 7.2.1.4.2 DOOR LEAF SWING DIRECTION NOT REQUIRED TO SWING IN THE DIRECTION OF EGRESS TRAVEL WHEN SERVING A ROOM OR AREA

WITH AN OCCUPANT LOAD LESS THAN 50.

SMOKE PARTITION - PER NFPA101 38.3.2

PROVIDED OCCUPANT LOADING

FLOOR OCCUPANT LOAD FACTOR

(ft2/person)

USE AREA (ft2) OCCUPANTS

BASEMENT PHASE 1 113

BUSINESS

WAITING/LOUNGE

STORAGE/MECHANICAL

163BASEMENT TOTAL

LEVEL 1 PHASE 1 78

BUSINESS

WAITING/GROUP THERAPY

STORAGE/MECHANICAL

156LEVEL 1 TOTAL

LEVEL 2 PHASE 1 3

BUSINESS

WAITING AREA

STORAGE/MECHANICAL

49LEVEL 2 TOTAL

3,438

150 GROSS

15 NET

500 GROSS

2,651

150 GROSS

15 NET

500 GROSS

2,675

150 GROSS

15 NET

500 GROSS

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

/8

/2

:2

:4

A M

U A u to d e sk A u to sa ve s \R e vi t\

V

A M

C P

R O

V

ID

E N

C E

M H

C P

II

A R

C H

R b e n

.s to o d le yM

Q F

.r vt

LS102

650-347

NEW MENTAL HEALTH BUILDING -

PHASE 2

830 CHALKSTONE AVE PROVIDENCE, RI 02908

Checker MB04 FEB 2022

100% CD SUBMISSIONSECOND FLOOR LIFE SAFETY

PLAN

FULLY SPRINKLEREDVA RI FACILITIES MANAGEMENT

SERVICE

3/32" = 1'-0"

F1 SECOND FLOOR LIFE SAFETY PLAN

P1P2

KEY PLAN

SECTION LABELS

ELEVATION LABEL

CONCRETE SECTION

RIGID INSULATION

STEEL, CAST IRON

GENERAL FILL MATERIAL

BITUMINOUS PAVEMENT SECTION

TOPSOIL, LOAM AND SEED, SOD

GRANULAR FILL MATERIAL

UNDISTURBED NATIVE SOIL

COARSE AGGREGATE

SPOT ELEVATION REFERENCE INDEX

SYMBOLS

LAWN WALK

F.G.

E.P.

CURB

T.C.

B.C.

DRIVE

F.G.

REMOVALS NOTES

R1 THE CONTRACTOR SHALL CONFIRM THE LOCATION OF ALL UTILITIES AND SHALL NOTIFY THE

ARCHITECT OF UTILITIES DEVIATING FROM THOSE SHOWN ON THE DRAWINGS.

R2 THE CONTRACTOR SHALL MEET THE REQUIREMENTS OF THE UTILITY

COMPANIES WHEN INSTALLING WORK ON OR NEAR THEIR POLES.

R3 REMOVE ALL EXISTING PAVEMENT MARKINGS THAT CONFLICT WITH

PROPOSED MARKINGS.

R4 ALL DEMOLITION DEBRIS AND REMOVALS SHALL BE DISPOSED OF OFFSITE AND IN

CONFORMANCE WITH LOCAL AND STATE ORDINANCES

R5 TREE CANOPY AS SHOWN ON PLANS ARE APPROXIMATE AND SHOULD BE FIELD

VERIFIED BY THE CONTRACTOR

L1 THE CONTRACTOR SHALL NOTIFY THE OWNER/ARCHITECT OF CONDITIONS VARYING FROM

THOSE SHOWN ON THE DRAWING SHEET PRIOR TO CONTINUING WORK.

L2 THE CONTRACTOR SHALL EMPLOY A REGISTERED LAND SURVEYOR IN THE LAYOUT OF

BUILDING, DRIVES AND SITE ELEMENTS AS WELL AS PROVIDING ELEVATION CONTROL.

L3 THE CONTRACTOR SHALL VERIFY AND CLEARLY MARK LOCATION OF ALL PROPERTY LINES

PRIOR TO COMMENCING WORK.

G1 TOPOGRAPHIC INFORMATION BASED ON A BASE PLAN PROVIDED BY THE US DEPT. OF

VETERANS AFFAIRS

G2 BOUNDARY INFORMATION SHOWN IS APPROXIMATE & IS BASED ON A BASE PLAN PROVIDED BY

THE US DEPT. OF VETERANS AFFAIRS. A BOUNDARY SURVEY WAS NOT PERFORMED AS PART

OF THIS PROJECT.

G3 ALL ELEVATIONS SHOWN HEREIN ARE BASED ON A BASE PLAN PROVIDED BY THE US DEPT. OF

VETERANS AFFAIRS.

G4 ALL TOPSOIL AND ORGANICS SHALL BE REMOVED FROM PAVEMENT AND BUILDING AREAS

PRIOR TO CONSTRUCTION. THIS MATERIAL SHALL NOT BE USED AS GENERAL SITE FILL.

G5 FINISH GRADES ONE FOOT FROM BUILDING SHALL BE 8" BELOW FINISH FLOOR UNLESS

OTHERWISE NOTED.

G6 FINISH GRADES OF SIDEWALKS AT BUILDING ENTRANCES SHALL BE FLUSH WITH FINISH

FLOOR UNLESS OTHERWISE NOTED

G7 TEST PIT LOCATIONS ARE APPROXIMATE REFER TO S.W. COLE INC. GEOTECHNICAL REPORT.

G8 ALL DISTURBED AREAS NOT RECEIVING PAVEMENT, BUILDING, STONE DUST, COURSE

AGGREGATE, ETC. SHALL RECEIVE 6" OF LOAM AND SEED UNLESS OTHERWISE NOTED.

E1 ALL UNDERGROUND SECONDARY SHALL BE RUN IN SCH. 40 CONDUIT UNLESS SPECIFIED

OTHERWISE.

E2 ALL CABLE TELEVISION / TELEPHONE LINES SHALL BE RUN IN SCH. 40 P.V.C. CONDUIT.

E3 PROVIDE PULL WIRE IN ALL UNDERGROUND CONDUITS.

E4 MAINTAIN 2' - 6" COVER OVER CABLE TELEVISION/TELEPHONE.

S1 WHERE NEW WATER AND SEWER RUN SIDE BY SIDE, MAINTAIN A TEN FOOT (10') HORIZONTAL

SEPARATION. WHERE THEY CROSS, MAINTAIN AN EIGHTEEN INCH (18") VERTICAL

SEPARATION, WITH WATERLINE ABOVE SEWER. IF WITHIN 18" MIN. VERTICAL SEPARATION,

OR IF WATER FALLS BELOW SEWER, ENCASE WATERLINE 10' EITHER SIDE OF SEWER

CROSSING IN CONC. 3,000 PSI MIN.

S2 SEWER SERVICE, WHEN ENTERING THE BUILDING, SHALL BE 6' - 0" BELOW FINISH FLOOR, UNLESS NOTED OTHERWISE.

W1 MAINTAIN A 5'-0" MINIMUM COVER OVER WATER LINE.

UTILITY NOTES

O.C. ON CENTER

OS/OI OWNER SUPPLIED/OWNER INST'D

OD OUTSIDE DIAMETER

OE OVERHEAD ELECTRIC

OHW OVERHEAD WIRE

PVMT. PAVEMENT

PERF. PERFORATED

PB PULL BOX

PI POINT OF INTERSECTION

P & I PROVIDE AND INSTALL

PRELIM PRELIMINARY

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

P.C. POINT OF TANGENT

PT POINT

P.T. PRESSURE TREATED

PVC POLYVINYL CHLORIDE

R RADIUS

RCP REINFORCED CONCRETE PIPE

REQ'D REQUIRED

S SEWER / SOUTH

SS SANITARY SEWER

SCH SCHEDULE

SD STORM DRAIN

SEC SECTION

SIM SIMILAR

SMH SEWER MANHOLE

SPECS SPECIFICATIONS

SS STAINLESS STEEL

SQ. SQUARE

S.F. SQUARE FEET

STA. STATION

STYRO. STYROFOAM

SY SQUARE YARDS

TBM TEMPORARY BENCH MARK

TEL TELEPHONE

T.O.W. TOP OF WALL

T.C. TOP OF CURB

TEMP. TEMPORARY

THK. THICK

TV TELEVISION

TYP TYPICAL

T.S. TOP OF SLAB

UNGRD UNDERGROUND

UE UNDERGROUND ELECTRIC

US UNDERGROUND SECONDARY

UP UNDERGROUND PRIMARY

VERT., VER. VERTICAL

W WATER / WEST

W/ WITH

W/O WITHOUT

WSO WATER SHUTOFF

(CURB STOP OR GATE VALVE)

W.W.F. WELDED WIRE FABRIC

W V WATER SHUT OFF / GATE VALVE

GRADING NOTES

LAYOUT NOTES

U1 THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY

ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS

REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL

EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE

FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE

TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.

U2 THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRENCHING AND BACKFILLING OF ALL

CONDUIT. CONDUIT AND WIRING SHALL BE SUPPLIED AND INSTALLED BY ELECTRICAL

CONTRACTOR.

U3 PRIOR TO ANY EARTHWORK ACTIVITIES, THE CONTRACTOR SHALL CONTACT CONTROLLING

UTILITY CO., OR CALL "DIGSAFE" AT 1-800-225-4977, AT TIMES A PRIVATE UTILITY COMPANY MAY

NEED TO BE USED. ANY UTILITIES ENCOUNTERED THAT ARE TO REMAIN IN PLACE OR BE

ABANDONED SHALL BE DISCONNECTED AND TERMINATED IN ACCORDANCE WITH THE

CONTROLLING UTILITY CO. AND NATIONALLY OR LOCALLY APPLICABLE CODES AND

ORDINANCES.

U4 NO UTILITY TRENCH SHALL BE BACKFILLED UNTIL WORK HAS BEEN INSPECTED AND APPROVED

BY PROJECT ENGINEER AND CONTROLLING UTILITY CO. OR DISTRICT

U5 ALL SANITARY SEWER LINE TO BE SDR 35 PVC MEETING ALL PERFORMANCE CHARACTERISTICS OF ASTM D3034. ALL PIPES AND FITTINGS SHALL HAVE PUSH-ON JOINTS WITH RUBBER GASKETS

CONFORMING TO ASTM D1869 AND F477.

U6 ALL NEW WATER SERVICE LINE SHALL BE TYPE K COPPER MEETING ALL PERFORMANCE

CHARACTERISTICS OF ASTM B-88-62 FOR TYPE K COPPER. ALL FITTINGS SHALL BE

COMPRESSION TYPE.

U7 ALL NEW WATER SPRINKLER SERVICE SHALL BE CLASS 52 DUCTILE IRON MEETING ALL

PERFORMANCE CHARACTERISTICS OF THE LATEST VERSION OF ASTM AND AWWA.

U8 THE FOLLOWING UTILITY COMPANIES ARE LOCATED WITHIN THE PROJECT SITE:

WATER - CITY OF PROVIDENCE WATER DIVISION

SEWER - CITY OF PROVIDENCE SEWER DIVISION

STORM - CITY OF PROVIDENCE STORMWATER MANAGEMENT DIVISION

GAS - NATIONAL GRID

ELECT. - NATIONAL GRID

SITE ABBREVIATIONS

C

Ø DIAMETER

ABI ALTERNATE BID ITEM

ACP ASBESTOS CEMENT PIPE

ADD. ALT. ADDITIVE ALTERNATE BID ITEM

AE AERIAL ELECTRIC

AGG AGGREGATE

ALUM ALUMINUM

ARCH. ARCHITECTURAL

B.C. BOTTOM OF CURB

BIT. BITUMINOUS

BLDG. BUILDING

BOT. BOTTOM

CENTERLINE

CB CATCH BASIN

CCTV CLOSED CIRCUIT TELEVISION

CF CUBIC FEET

C.I. CAST IRON, CONTRACTOR INST'D.

C.I.P. CAST IN PLACE

CMP CORRUGATED METAL PIPE

C CENTER

C.O. CLEANOUT

CONC. CONCRETE

CPP CORRUGATED PLASTIC PIPE

CTV CABLE TELEVISION

CFS CUBIC FEET PER SECOND

D.I. DITCH INVERT, DUCTILE IRON

DTL. DETAIL

DIA. DIAMETER

DIM. DIMENSION

DMH DRAIN MANHOLE,DROP MANHOLE

DN DOWN

DWG DRAWING

E EAST

EG EXISTING GRADE

E.P. EDGE OF PAVEMENT

E.L. ELEV. ELEVATION

EQ. EQUAL

EX / EXISTING EXISTING

EXP EXPANSION

FD FOOTING DRAIN

F.G. FINISH GRADE

F.H. FIRE HYDRANT

FIN. FINISH

F.F. FINISH FLOOR

FPM FEET PER MINUTE

FT. FEET

FTG. FOOTING

GA. GAUGE

GALV. GALVANIZED

GEN GENERAL

GPM GALLONS PER MINUTE

GRAN GRANULAR

G.V. GATE VALVE

G GAS

H.C. HANDICAP

HDPE HIGH DENSITY POLYETHLENE

HORIZ., HOR. HORIZONTAL

HPS HIGH PRESSURE SODIUM

HMA HOT MIX ASPHALT

I.D. IDENTIFICATION, INSIDE DIAMETER

I.E. INVERT ELEVATION

INV. INVERT

INSUL. INSULATION

LBS. POUNDS

LED LIGHT EMITTING DIODE

LF LINEAR FEET

LPS LOW PRESSURE SODIUM

L LENGTH

LW LIMIT OF WORK

MAS MASONRY

MATL. MATERIAL

MAX. MAXIMUM

MH MANHOLE

MIN MINIMUM

MISC. MISCELLANEOUS

N NORTH, NEW UTILITY

N.I.C. NOT IN CONTRACT

NFD NEW FOUNDATION DRAIN

NFM NEW FORCE MAIN

NGAS NATURAL GAS

NOM. NOMINAL

NO. NUMBER

NRD NEW ROOF DRAIN

NSS NEW SANITARY SEWER

NSD NEW STORM DRAIN

NTS NOT TO SCALE

NUE NEW UNDERGROUND ELECTRIC

NUD NEW UNDERDRAIN

NUP NEW UNDERGROUND PRIMARY

NUS NEW UNDERGROUND SECONDARY

NW NEW WATER LINE

SAND OR STONE DUST

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

Revisions: Date:

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 C001

650-347

NEW MENTAL HEALTH BUILDING -

PHASE 2

830 CHALKSTONE AVE PROVIDENCE, RI 02908

ARB KRB

SITE GENERAL NOTES &

ABBREVIATIONS

FULLY SPRINKLEREDVA RI FACILITIES MANAGEMENT

SERVICE

1. THE CONTRACTOR SHALL LIMIT USE OF THE PREMISES TO CONSTRUCTION

ACTIVITIES IN AREAS INDICATED, ALLOW FOR VA OCCUPANCY AND USE BY

THE PUBLIC.

A. CONFINE OPERATIONS TO AREAS WITHIN CONTRACT LIMITS INDICATED.

PORTIONS OF THE SITE BEYOND AREAS IN WHICH CONSTRUCTION

OPERATIONS ARE…