S02 523A5-18-371-Drawings.pdf

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

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

PhaseARCHITECT STAMPCONSULTANTS

321 4 5 6 7 8 9 10

523A5-18-371

VAMC BROCKTON

940 BELMONT STREET

BROCKTON, MA 02301

BUILDING 4 ELEVATOR

REPLACEMENT

872 Massachusetts Avenue, Suite 2-9 Cambridge, MA 02139

T: 617.335.5186

William Pevear Architects, Inc.

63 Pleasant Street

T: 617.926.9300

RSE Associates, Inc.

STRUCTURAL:

101 Summer Street

T: 617.574.5099

Van Deusen & Associates

ELEVATOR CONSULTANT:

142 Hanlon Road

T: 508.397.5417

Hastings Consulting, Inc.

CODE CONSULTANT:

Watertown, MA 02472Boston, MA 02210 Holliston, MA 01746

Drawing Scale

08/16/2019

63 Franklin Street

T: 617.542.0810

Architectural Engineers, Inc.

MECH / ELEC / PLUMBING:

Boston, MA 02110

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4.GI000

Cover

DEPARTMENT OF VETERANS AFFAIRS

VAMC BROCKTON

BUILDING 4 ELEVATOR REPLACEMENT

VA Project # 523A5-18-371 WPA Project # 1628

ARCHITECT

MECH / ELEC / PLUMBING

STRUCTURAL

CODE CONSULTANT

William Pevear Architects, Inc.

872 Massachusetts Avenue, Suite 2-9 Cambridge, MA 02139 T: 617.335.5186

Architectural Engineers, Inc.

63 Franklin Street Boston, MA 02110 T: 617.542.0810 F: 617.542.8451

RSE Associates, Inc.

63 Pleasant Street Watertown, MA 02472 T: 617.926.9300

Hastings Consulting, Inc.

142 Hanlon Road Holliston, MA 01746 T: 508.397.5417

940 Belmont Street Brockton, MA 02301

CONSTRUCTION DOCUMENTS

PROPOSED RENOVATIONS

THIS LOCATION

ELEVATOR CONSULTANT

VDA, Inc. (Van Deusen & Associates)

100 Summer Street, Suite 1600 Boston, MA 02210 T: 617.574.5099

100% SUBMISSION

STANDISH RD

PLYMOUTH AVE

BUILDING #20

N

BUILDING #3 BUILDING #2

BU

IL

DI

NG

#1

BUILDING #4

BELMONT ST

BELMONT ST

MASS AVE

MA

SS

A

VE

MA

NL

EY

S

T

PLYMOUTH AVE

STANDISH RD

MA

NL

EY

S

T

Revisions: Date:

Addendum #1 12/12/2025

Addendum #1 12/12/2025

MATERIAL INDICATIONS

ACOUSTICAL TILE OR PANEL

ALUMINUM

BITUMINOUS CONCRETE

BRICK

CERAMIC TILE

(OMIT AT SMALLER SCALES)

CONCRETE

CONCRETE MASONRY UNIT

EARTH

FLASHING

GLASS

GYPSUM BOARD

INSULATION, BATT OR BLANKET

INSULATION, RIGID

METAL LATH

MORTAR

PLASTIC LAMINATE

PLYWOOD

STEEL

WOOD FINISH

WOOD MILLWORK

WOOD FRAMING THROUGH

MEMBER

WOOD FRAMING

INTERRUPTED MEMBER

WATERPROOFING

SYMBOLS

COLUMN LINE

DOOR SYMBOL

WINDOW SYMBOL WIN

CASEWORK

SYMBOLS

?PAINT COLOR DESIGNATION

PARTITION TYPE SYMBOL B

ELEVATION MARKER TOP OF SLAB

ELEV = X'-X"

DETAIL IDENTIFICATION

SHEET NUMBER

DETAIL CALLOUT

SECTION IDENTIFICATION

SHEET NUMBER

WALL SECTION

SECTION IDENTIFICATION

SHEET NUMBER

BUILDING SECTION

SECTION IDENTIFICATION

SHEET NUMBER

DETAIL

DETAIL

9'-0"CH

TYPECEILING SYMBOL

CEILING TYPE

CEILING HEIGHT

ROOM IDENTIFICATION

Room name

XXXX

XXXX

XXXX

XXXX

Room name

ROOM TAG

ROOM FINISH

IDENTIFICATION

ROOM NAME

ROOM NUMBER

ROOM NAME

CEILING FINISH

WALL FINISH

BASE FINISH

FLOOR FINISH

TYPICAL DOOR; 90 DEGREE OPEN DOOR

180 DEGREE OPEN DOOR

DOORS

SEE DRAWING ---

SEE DRAWING ---

LINETYPES & GRAPHIC FILLS

MATCH LINE

OVERHEAD (OVERCOUNTER AND SOFFITS)

REFERENCE (COLUMN LINES AND MATCHLINES)

BELOW AND BEYOND

(UNDERCOUNTER AND FOOTINGS)

BREAK LINE

LIMIT OF WORK LINE

DOCUMENT REVISION

2 HOUR FIRE RATING

1 HOUR FIRE RATING

SMOKE PARTITION

WALL INDICATIONS

TYPICAL NEW CONSTRUCTION

TYPICAL WINDOW

WINDOW WALL

LOUVER

RECESSED ITEM

DA #?DEDUCT ALT SYMBOL

ELEVATION IDENTIFICATION

SHEET NUMBER

INTERIOR ELEVATION

XXX

EXISTING DOOR

W22M

CASEWORK FAMILY KEY

CASEWORK TYPE KEY

CASEWORK WIDTH KEY

XXX

DA #X

SHEET LIST

X.X

X.X

XX

DETAIL

DETAIL NAME

SCALE 1/8" = 1'-0"

U/S OF DECK STRUCTURE

ACOUSTICAL CEILING TILE

AREA NOT IN SCOPE

TEMPORARY WORK AREA

DEMOLITION AREA

GENERAL NOTES

1. DIMENSIONS TO LOCATE PARTITIONS ARE GIVEN TYPICALLY TO THE FINISHED

FACE. PARTITIONS THAT GRAPHICALLY CENTER ON A GRID OR WINDOW MULLION

ARE TO BE CENTERED AS SHOWN UNLESS OTHERWISE NOTED. NEW PARTITIONS

AND SURFACES THAT ARE SHOWN TO ALIGN WITH EXISTING SURFACES ARE TO BE

ALIGNED AND FINISHED SMOOTH AND FLUSH.

2. CONTRACT LIMIT LINES SHALL BE WHERE INDICATED ON THE

DRAWINGS. HOWEVER, IN ORDER TO COMPLETE OR FACILITATE INDICATED WORK,

CONTRACTOR MAY BE REQUIRED TO CARRY OUT WORK ADJACENT TO, BUT

OUTSIDE INDICATED LIMITS OR TO CONNECT UTILITIES BETWEEN NON

CONTIGUOUS WORK AREAS.

3. COORDINATE THE SIZE AND LOCATION OF ALL TEMPORARY ROOF PROTECTIVE

SURFACES AND WALKWAYS TO PROTECT ROOF, EQUIPMENT AND SYSTEMS.

CHANGE IN

ELEVATION TAG ± 1'-0"

& AND

L ANGLE

@ AT

CENTERLINE

Ø DIAMETER

# NUMBER

ACT ACOUSTICAL CEILING TILE

AD AREA DRAIN

AFF ABOVE FINISHED FLOOR

AHU AIR HANDLING UNIT

ALUM ALUMINUM

ALT ALTERNATE

AV AUDIOVISUAL

BOT BOTTOM

BOS BOTTOM OF STEEL

CG CORNER GUARD

CH CEILING HEIGHT

CJ CONTROL JOINT

CLG CEILING

CMU CONCRETE MASONRY UNIT

CO CASED OPENING

COL COLUMN

CONC CONCRETE

CONT CONTINUOUS

CPT CARPET

CT CERAMIC TILE

CUH CABINET UNIT HEATER

DIA DIAMETER

DN DOWN

DWG DRAWING

E EAST

EIFS EXTERIOR INSULATION & FINISH SYSTEM

EJ EXPANSION JOINT

EP ELECTRICAL PANEL

EQ EQUAL

EQUIP EQUIPMENT

EXIST EXISTING

ETR EXISTING TO REMAIN

F/F FACE TO FACE

FACP FIRE ALARM CONTROL PANEL

FCO FLOOR CLEANOUT

FCU FAN COIL UNIT

FD FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

FDV FIRE DEPARTMENT VALVE

FEC FIRE EXTINGUISHER CABINET

FE FIRE EXTINGUISHER

FF FINISH FACE

FH FIRE HYDRANT

FHC FIRE HOSE CABINET

FHR FIRE HOSE RACK

FOC FACE OF CONCRETE

FOF FACE OF FINISH

FTR FINNED TUBE RADIATION

G GAS

GFCI GROUND FAULT CIRCUIT INTERRUPTER

GFRC GLASS FIBER REINFORCED CONCRETE

GFRG GLASS FIBER REINFORCED GYPSUM

GWB GYPSUM WALL BOARD

HB HOSE BIBB

HPT HIGH POINT

HR HOUR

HT HEIGHT

HVAC HEATING, VENTILATION, AIR CONDITIONING

HW HOT WATER

ID INSIDE DIAMETER

IF INSIDE FACE

IG INSULATED GLASS

INT INTERIOR

L LEFT

LAB LABORATORY

LPT LOW POINT

MAX MAXIMUM

MECH MECHANICAL

MH MANHOLE

MIN MINIMUM

MO MASONRY OPENING

N NORTH

NIC NOT IN CONTRACT

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OF OUTSIDE FACE

OF/CI OWNER FURNISHED/CONTRACTOR INSTALLED

OF/OI OWNER FURNISHED/OWNER INSTALLED

OFD OVERFLOW DRAIN

OPH OPPOSITE HAND

O OXYGEN

PA PANIC ALARM

QT QUARRY TILE

R RISER

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REF REFRIGERATOR

REQ REQUIRED

RO ROUGH OPENING

RWL RAIN WATER LEADER

S SOUTH

SHR SHOWER

SHRD SHOWER DRAIN

SIM SIMILAR

SS STAINLESS STEEL

STC SOUND TRANSMISSION CLASS

TD TRENCH DRAIN

TOC TOP OF CONCRETE SLAB

TOS TOP OF STEEL

TOW TOP OF WALL

TYP TYPICAL

UL UNDERWRITERS LABORATORIES

UON UNLESS OTHERWISE NOTED

U/S UNDERSIDE

VAC VACUUM

VCT VINYL COMPOSITION TILE

VIF VERIFY IN FIELD

W WEST

WH WALL HYDRANT

ABBREVIATIONS

CL

DEDUCT ALTERNATES

DA#1 EXISTING PASSENGER ELEVATOR TO REMAIN, INCLUDING ALL EQUIPMENT AND FINISHES.

TYPICAL EXISTING WALL

2-HOUR RATED WALL

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

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

PhaseARCHITECT STAMPCONSULTANTS

321 4 5 6 7 8 9 10

523A5-18-371

VAMC BROCKTON

940 BELMONT STREET

BROCKTON, MA 02301

BUILDING 4 ELEVATOR

REPLACEMENT

872 Massachusetts Avenue, Suite 2-9 Cambridge, MA 02139

T: 617.335.5186

William Pevear Architects, Inc.

63 Pleasant Street

T: 617.926.9300

RSE Associates, Inc.

STRUCTURAL:

101 Summer Street

T: 617.574.5099

Van Deusen & Associates

ELEVATOR CONSULTANT:

142 Hanlon Road

T: 508.397.5417

Hastings Consulting, Inc.

CODE CONSULTANT:

Watertown, MA 02472Boston, MA 02210 Holliston, MA 01746

Drawing Scale

08/16/2019

63 Franklin Street

T: 617.542.0810

Architectural Engineers, Inc.

MECH / ELEC / PLUMBING:

Boston, MA 02110

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AM

12" = 1'-0"

4.GI001

Sheet List and General Notes

SHEET LIST

NUMBER NAME

Current Revision

Name Date

GENERAL INFORMATION

4.GI000 Cover Addendum #1 12/12/2025 4.GI001 Sheet List and General Notes Addendum #1 12/12/2025 4.HA101 Abatement Plan 4.GI110 Construction Access for Penthouse Equipment 4.GI111 General Construction Access & Phase 1 4.GI120 Construction Sequencing & Circulation - Phase 2 & 3

ARCHITECTURAL

4.AD110 Demo Floor Plans and Temp. Work Area Partitions 4.AS110 Floor Plans Addendum #1 12/12/2025 4.AS120 Reflected Ceiling Plans 4.AS410 Interior Elevations Addendum #1 12/12/2025 4.AS701 Elevator Cab Interior Elevations & Details 4.AS801 Elevator Sections and Details Addendum #1 12/12/2025 4.AS802 Door and Partition Schedules, Equipment Schedule, and Interior Details Addendum #1 12/12/2025 4.AS803 Typical Exterior Details 4.AS804 Food Service Ramp

STRUCTURE

4.SS110 Roof / Penthouse Framing Plan 4.SS111 Penthouse Roof Framing Plan & Details

FIRE PROTECTION

4.FA000 Fire Protection Legend, Notes & Abbreviations 4.FD103 Fire Protection Roof / Penthouse Demolition Plan 4.FA203 Fire Protection Roof / Penthouse Plan

PLUMBING

4.PL000 Plumbing Legend, Notes & Abbreviations 4.PL200 Plumbing Pipe Basement Plan

MECHANICAL

4.MH000 Mechanical Legend 4.MD104 Mechanical Roof / Penthouse Demolition Plan 4.MH203 Mechanical Roof / Penthouse Plan 4.MH300 Mechanical Sections 4.MH500 Mechanical Details

ELECTRICAL

4.ES000 Electrical Legend 4.ED100 Electrical Basement and Elevator Pit Demolition Plan 4.ED103 Electrical Roof / Penthouse Demolition Plan 4.ES200 Electrical Basement and Elevator Pit Plan 4.ES203 Electrical Roof / Penthouse Plan 4.ES300 Electrical Conduit Routing Plans 4.ES600 Electrical Systems Diagrams Grand total: 34

Revisions: Date:

Addendum #1 12/12/2025

Addendum #1 12/12/2025 Addendum #1 12/12/2025 Addendum #1 12/12/2025 Addendum #1 12/12/2025 Addendum #1 12/12/2025

Addendum #1 12/12/2025

Addendum #1 12/12/2025

Addendum #1 12/12/2025 Addendum #1 12/12/2025

DN

UP

DN

EXISTING EXTERIOR

COURTYARD

EXISTING

PARKING

EXISTING

PARKING

EXISTING

WARD B

EXISTING

WARD CEXISTING

WARD A

STANDISH RD

PLYMOUTH AVE

CONSTRUCTION VEHICLE ACCESS FOR PENTHOUSE EQUIPMENT

BASEMENT FLOOR

CONSTRUCTION

ACCESS ENTRY

4.GI110

PENTHOUSE

FLOOR ACCESS

EXISTING

BLDG #20

APPROX. LOCATION

OF EXIST. SIGN

4.AS804

R 50

0"

WALKWAY

40' - 0"

STABALIZE CONSTRUCTION

ACCESS AREA

SA3

SA4

SA1

SA2

SA2TEMPORARY

RAMP

AT END OF CONSTRUCTION CONTRACTOR

SHALL RESTORE SITE TO INITIAL CONDITION

PRIOR TO CONSTRUCTION

ALL CRANE ACTIVITY MUST BE PERFORMED WHEN THERE ARE NO

PEOPLE BELOW THE LIFTING. THIS MAY REQUIRE OFF-HOUR CRANE

LIFTING. THIS MAY REQUIRE PROVIDING TEMPORARY PROTECTION OF

THE ROOF TO ENSURE A LIFT DOES NOT PENETRATE ROOF

13 23

15 17 19 21

14 22

K

E

H

G

15b 16 2016b 17b 18 19b 20b 21b

I

F

ELEVATOR MACHINE

PLATFORM

STAIR

ST1A301

ELEVATOR

MACHINE

ROOM

PHA03

EXISTING WARD B EXISTING WARD C

ALCOVE

A119

VAC PUMP

ROOM

PHC04

LOCATION OF EXISTING

PIPING/CONDUIT

EXISTING

EXHAUST FAN

EXISTING MEDIUM

PRESSURE STEAM &

CONDENSATE LINE

OVERHEAD

LOCATION OF

EXISTING MECH.

EQUIPMENT

LOCATION OF EXISTING

ROOF MECH. EQUIPMENT

PROVIDE PROTECTIVE COVER

OVER ROOF FOR ACCESS PATH

TO ELEVATOR MECH. ROOM,

RAMP OVER EXIST.

PIPING/CONDUIT, TYP.

ROOF PENTHOUSE ACCESS

ASSEMBLY AREA

FOR PHASE 2 & 3

PENTHOUSE

EQUIPMENT

PROVIDE TEMP. VENTILATION

FOR SHAFT AS REQ. TO OBTAIN

NEGATIVE PRESSURE

LOCATION OF NEW SPLIT

DUCTLESS CONDENSOR,

SEE MECHANICAL DRAWINGS

LOCATION OF EXISTING

ROOF MECH. EQUIPMENT

ISOLATE AND PROTECT EXISTING

EQUIPMENT IN THIS SPACE FROM DAMAGE

DURING TRANSFER OF EQUIPMENT

ELEVATOR

MACHINE

PLATFORM

PHA04

SA5

SA5

SA5

SA5

PROVIDE 18"x18"x2"

SPLASH BLOCK UNDER

NEW CONDENSATE DRAIN

PROVIDE 3/4" EXTERIOR

GRADE PLYWOOD SHEATHING

OVER MIN. 2" EPS OR SIMILAR

INSULATION OVER EXIST.

ROOF

BUILD UP INSULATION TO RAMP

OVER CONDUITS, PARRAPETS,

AND OTHER ROOF TOP

CONDITIONS AS REQ.

2"-3" COARSE AGGREGATE

MIN. 6" THICK

EX

IS

TI

NG

P

AR

KI

NG

NOTES:

1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT

TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY

REQUIRE TOP DRESSING, REPAIR AND/OR CLEANOUT OF ANY MEASURES USED

TO TRAP SEDIMENT.

2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO

PUBLIC RIGHT-OF-WAY.

3. WHEN WASHING IS REQUIRED IT SHALL BE DONE ON AN AREA STABILIZED WITH

CRUSHED STONE WHICH DRAINS TO AN APPROVED SEDIMENT TRAP OR

SEDIMENT BASIN.

4. RESTORE & REPAIR TO CONDITION PRIOR TO CONSTRUCTION ALL DAMAGED &

MODIFIED SITE ELEMENTS INCLUDING BUT NOT LIMITED TO ROADWAY, PAVING,

STRIPING, CURBS, TREES, SHRUBS, PLANTINGS & GRASSES, SIGNAGE & EDGING.

SITE AND ACCESS KEYNOTES:

EXISTING PARKING SPACES TO BE BLOCKED DURING ROOFTOP EQUIPMENT LOADING / UNLOADING ONLY, PARKING TO REMAIN OTHERWISE. 14-CALENDAR DAY WRITTEN NOTICE TO VA IS REQUIRED TO TAKE OVER PARKING SPACES FOR CRANE ACCESS FOR LOADING/UNLOADING EQUIPMENT.

PROTECT EXISTING STRUCTURES, SITE ELEMENTS, AND TREES FROM DAMAGE. WRAP EXISTING TREES WITH TWO LAYERS OF BURLAP AND WITH TWO LAYERS OF STANDARD SNOW

FENCE, WIRE TO FASTEN SECURELY.

PROVIDE TEMPORARY PREFABRICATED METAL RAMP (WOOD RAMP SYSTEM SHALL BE PROHIBITED) AT BUILDING #20 TO ACCOMODATE FOOD TRANSFER TO BUILDING #4. BASIS OF

DESIGN PRODUCT: AMRAMP, PRO SERIES COMMERCIAL RAMP.

CONTRACTOR TO USE LOADING DOCK FOR EQUIPMENT AND SUPPLY DELIVERIES. CONTRACTOR SHALL COORDINATE SCHEDULE OF DELIVERIES WITH VA AND HAVE LIMIT TIME

AVAILABLE.

SAFETY RAILING SYSTEM: SAFETY RAILING SYSTEM SHALL BE NEW AND REMAIN IN PLACE UNTIL AFTER PROJECT IS COMPLETED. SAFETY RAILING SYSTEM SHALL BE INSTALLED PRIOR TO CONTRACTOR ACCESSING ANY PORTION OF WORK INCLUDING BUT NOT LIMITED TO REPLACEMENT OF ROOF ACCESS DOOR. BASIS OF DESIGN PRODUCT: GARLOCK

RAILGAURD 200 NON-PENETRATING SAFETY GUARDRAIL SYSTEM.

SA1

SA2

SA3

SA4

SA5

SITE AND ACCESS GENERAL NOTES:

1. COORDINATE AND IMPLIMENT ALL SAFETY PROTOCOLS IDENTIFIED BY VA TO ENSURE SAFETY OF WORKERS, STAFF, AND RESIDENTS.

2. STAGING DRAWINGS FOR REFERENCE ONLY. CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR STAGING, DELIVERY, REMOVAL OF EXISTING SALVAGE AND PATCHING AND REPAIRING DAMAGED AND DISTURBED CONDITIONS. PROVIDE COR WITH DETAILED STAGING AND SEQUENCE PLAN. MINIMIZE ON-SITE DISTURBANCE AND EXTERIOR HOSPITAL

INTERRUPTION.

3. CONTRACTOR SHALL VERIFY IN FIELD AND COORDINATE ALL ASPECTS OF STAGING.

4. DELIVERIES AND STAGING SHALL BE JIT (JUST IN TIME). EQUIPMENT DELIVERY AND CONTRACTOR CIRCULATION ROUTES ARE TENTATIVE AND SUBJECT TO OTHER CONCURRENT PROJECTS AT THE TIME WORK COMMENCES. CONTRACTOR MUST COORDINATE WITH VA TO ACCOMPLISH PROJECT GIVEN CONDITIONS AT HAND.

5. EXISTING ROOF WARRANTY: THE CONTRACTOR SHALL ARRANGE WITH TREMCO INC. (508) 243-5062, AND SHALL CARRY ALL RELATED COSTS FOR THE MANUFACTURER'S TECHNICAL INSPECTOR BE ON-SITE TO VERIFY THAT TEMPORARY PROTECTION IS ADEQUATE, AND THAT THE EXISTING ROOF SYSTEM WAS NOT DAMAGED DURING DELIVERY AND REMOVAL OF NEW EQUIPMENT IN ORDER TO CONTINUE COVERAGE OF THE MANUFACTURER'S ROOF SYSTEM WARRANTY FOR THE DURATION OF THE WARRANTY TERMS.

6. DO NOT OVERLOAD EXISTING STRUCTURE - PROVIDE TEMPORARY SUPPORT OF ELEVATOR EQUIPMENT SO LOADING ON EXISTING SLAB DOES NOT EXCEED 100 PSF. COORDINATE

EQUIPMENT PATH AS REQUIRED.

7. EXISTING TO BE SALVAGED MAY BE TEMPORARILY STORED IN PENTHOUSE PENDING COMPLETION OF NEW INSTALL.

8. LOCATION, SWING, AND CAPACITY OF BOOM CRANE OR SIMILAR BY GC.

9. CONTRACTOR SHALL NOT USE ROOF AS STORAGE FOR EQUIPMENT OR SUPPLIES.

10. CONTRACTOR LAYDOWN AREA ALLOWED BUT MAY BE LOCATED OUTSIDE OF CONSTRUCTION SITE. CONTRACTOR SHALL MAKE REQUEST FOR LAYDOWN AREA TO COR WITH NO LESS

THAN 21 DAY NOTICE.

11. PROJECT IS CARRY-IN, CARRY-OUT.

12. CONTRACTOR SHALL COORDINATE CRANE LIFT WITH COR AND PROVIDE MINIMUM 21-DAY NOTICE. CRANE OPERATIONS MAY BE REQUIRED OFF-HOURS TO MINIMIZE DISRUPTIONS TO

HOSPITAL OPERATIONS.

EXIST. TREE: WRAP WITH TWO LAYERS OF

BURLAP AND WITH TWO LAYERS OF STANDARD

SNOW FENCE, WIRE TO FASTEN SECURELY.

TREE PROTECTION

FENCE: USE STANDARD

CHAIN LINK FENSE, 6'HT.

METAL POST TO SUPPORT FENCE,

(6 REQUIRED), DRIVEN INTO THE

GROUND 2'-0" MINIMUM., EQUAL

SPACING AROUND TREE.

8'- 0"

M

IN

9'-4" MIN.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

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

PhaseARCHITECT STAMPCONSULTANTS

321 4 5 6 7 8 9 10

523A5-18-371

VAMC BROCKTON

940 BELMONT STREET

BROCKTON, MA 02301

BUILDING 4 ELEVATOR

REPLACEMENT

872 Massachusetts Avenue, Suite 2-9 Cambridge, MA 02139

T: 617.335.5186

William Pevear Architects, Inc.

63 Pleasant Street

T: 617.926.9300

RSE Associates, Inc.

STRUCTURAL:

101 Summer Street

T: 617.574.5099

Van Deusen & Associates

ELEVATOR CONSULTANT:

142 Hanlon Road

T: 508.397.5417

Hastings Consulting, Inc.

CODE CONSULTANT:

Watertown, MA 02472Boston, MA 02210 Holliston, MA 01746

Drawing Scale

08/16/2019

63 Franklin Street

T: 617.542.0810

Architectural Engineers, Inc.

MECH / ELEC / PLUMBING:

Boston, MA 02110

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A

M

As indicated

4.GI110

Construction Access for Penthouse Equipment

1" = 40'-0"1 Site Plan - Construction Vehicle Access

N

1/8" = 1'-0"2 Penthouse Equipment Plan

SCALE: 1 1/2" = 1'-0"

31 DETAIL - TEMPORARY ROOF PROTECTION

SCALE: 1 1/2" = 1'-0"

32 DETAIL PLAN - CONSTRUCTION ACCESS AREA

NOT TO SCALE

33 DETAIL PLAN - TREE PROTECTION

Revisions: Date:

UP

13 23

15 17 19 21

14 22

K

E

H

G

15b 16 2016b 17b 18 19b 20b 21b

I

F

STAIR

ST1A001

ELEVATOR

LOBBY

A0188

CORRIDOR

CRA001

ELEVATOR

LOBBY

A040

SERVICE

ELEVATOR

S-9

FIRE

CLOSET

FCA001

PASSENGER

ELEVATOR

P-8

EXISTING WARD C

KINESIO

THERAPY

CLINIC

A020

A+C CLINIC

A018

UPPER

PART

SERVICE

ROOM

A017

EQUIPMENT

ROOM

A002

FOOD

CART

STORAGE

A001D

ELEC

A038

OFFICE

A039

TOILET

A019

CORRIDOR

CRA002

PIPE

SPACE

A019A

WOODWORKING

SHOP

A110

MECH

ROOM

A111

OFFICE

A112

TEL

A113

ACCESS

ENTRY

CONSTRUCTION ACCESS

PIPE

SPACE

PHC06

STAIRS

PHC07

STORAGE

PHC08CONFERENCE

ROOM

PHC09

SOILED

LINEN

COLLECTION

PHC10

MECH

ROOM

PHC12

FORMS

ROOM

PHC13

TOILET

PHC17

VESTIBULE

PHC18

RECREATION

PHC19

PM SHOP

PHC20

VESTIBULE

PHC21

OXYGEN

STORAGE

PHC22 OFFICE

PHC23

OFFICE

PHC24

STORAGE

PHC25 OFFICE

PHC26

OFFICE

PHC27

LOUNGE

PHC28

TOILET

PHC29

ALCOVE

PHC30

LOCKER

ROOM

PHC31OFFICE

PHC32

OFFICE

PHC33

OFFICE

PHC34

OFFICE

PHC35 OFFICE

PHC36

KITCHEN

PHC37

TOILET

PHC38

OFFICE

PHC39

OFFICE

PHC40

EXISTING LOADING DOCK

EXISTING 1-HR

SMOKE BARRIER

EXISTING 1-HR

SMOKE BARRIER

4.GI120

0a

STORAGE

PHC41

TEMP.

WORK

AREA

TEMP.

WORK

AREA

17 19

K K

E E

H H

G G

16 2016b 17b 18 19b 20b 21b

I

F

STAIR

ST1A301

ELEVATOR

MACHINE

ROOM

PHA03

ALCOVE

A119

VAC PUMP

ROOM

PHC04

ELEVATOR

MACHINE

PLATFORM

PHA04

PHC04a

PHC04

PHA03

PHA04

C

C

NEW HOISTING BEAM,

SEE STRUCTURAL

PHASE 1 GENERAL SCOPE

1. REFER TO SHEET 4.AD110 FOR DEMO NOTES AND KEY.

2. MODIFY AND INSTALL NEW DOOR PHC04a.

3. PROVIDE NEW RATED PARTITIONS AND DOORS AT PHC04, PHA03, & PHA03a.

4. INSTALL NEW HOISTING BEAM AT ELEVATOR MACHINE PLATFORM.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

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

PhaseARCHITECT STAMPCONSULTANTS

321 4 5 6 7 8 9 10

523A5-18-371

VAMC BROCKTON

940 BELMONT STREET

BROCKTON, MA 02301

BUILDING 4 ELEVATOR

REPLACEMENT

872 Massachusetts Avenue, Suite 2-9 Cambridge, MA 02139

T: 617.335.5186

William Pevear Architects, Inc.

63 Pleasant Street

T: 617.926.9300

RSE Associates, Inc.

STRUCTURAL:

101 Summer Street

T: 617.574.5099

Van Deusen & Associates

ELEVATOR CONSULTANT:

142 Hanlon Road

T: 508.397.5417

Hastings Consulting, Inc.

CODE CONSULTANT:

Watertown, MA 02472Boston, MA 02210 Holliston, MA 01746

Drawing Scale

08/16/2019

63 Franklin Street

T: 617.542.0810

Architectural Engineers, Inc.

MECH / ELEC / PLUMBING:

Boston, MA 02110

C :\U se rs

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PA

\D oc um en ts

\V A_

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_B

El ev at or

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_d co ok w illi am pe ve ar

.c om

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8/

/2

:4 9:

A

M

1/8" = 1'-0"

4.GI111

General Construction Access & Phase 1

1/8" = 1'-0"1 Construction Access - Basement

1/8" = 1'-0"2 Floor Plan - Roof / Penthouse - Phase 1

UP DN

UP DN DN

UP

17 19

K K

E E

H H

G G

16 2016b 17b 18 19b 20b

I

F

STAIR

ST1A001

ELEVATOR

LOBBY

A0188

CORRIDOR

CRA001

SERVICE

ELEVATOR

S-9

FIRE

CLOSET

FCA001

PASSENGER

ELEVATOR

P-8

KINESIO

THERAPY

CLINIC

A020

A+C CLINIC

A018

FOOD

CART

STORAGE

A001D

OFFICE

A039

TOILET

A019

CORRIDOR

CRA002

PIPE

SPACE

A019A

WOODWORKING

SHOP

A110

OFFICE

A112

TEL

A113

PHASE 3

TEMP.

WORK

AREA

+/-32sf

17 19

K K

E E

H H

G G

16 2016b 17b 18 19b 20b

I

F

CORRIDOR

CRA101

ELEVATOR

LOBBY

A100A

STAIR

ST1A101

LOBBY

AREA

A104

PASSENGER

ELEVATOR

P-8

SERVICE

ELEVATOR

S-9

FIRE

CLOSET

FCA101

DINING /

RECREATION

ROOM

C100

DINING /

RECREATION

ROOM

B100

RESPIRATORY

THERAPY

A101A

PREP

STORAGE

A101B

ALCOVE

A101

HAC

152A

CLOSET

A100B

EMPLOYEE

LOCKERS/

CONFERENCE

A107

LOCKER

ROOM

SOCIAL

WORKER

OFFICE

A108

OFFICE

A103

WOMENS

TOILET

A106

MENS

TOILET

A105

VCT

A109

TEL

146A

PHASE 3

TEMP.

WORK

AREA

+/-33sf

US

ER

A

CC

ES

S

17 19

K K

E E

H H

G G

16 2016b 17b 18 19b 20b

I

F

ELEVATOR

LOBBY

A200A

CORRIDOR

CRA201

STAIR

ST1A201

SERVICE

ELEVATOR

S-9

PASSENGER

ELEVATOR

P-8

FIRE

CLOSET

FCA201

STORAGE

250A

RESPIRATORY

THERAPY

A114

DINING

ROOM/

RECREATION

ROOM

C200

DINING

ROOM/

RECREATION

ROOM

B200

TEL

A201

CHASE

CLASS

ROOM

A116

EMPLOYEE

LOCKERS/

CONFERENCE

CLOSET

205A

ELEC

A117

SOCIAL

WORKER

OFFICE

CLOSET

A204A

UTILITY

A118

O.T.

OFFICE

SOCIAL

WORKER

OFFICE

203A

SOCIAL

WORKER

OFFICE

PHASE 3

TEMP.

WORK

AREA

+/-35sf

17 19

K K

E E

H H

G G

16 2016b 17b 18 19b 20b

I

F

STAIR

ST1A301

ELEVATOR

MACHINE

ROOM

PHA03

ALCOVE

A119

VAC PUMP

ROOM

PHC04

APPROX. LOCATION OF

EXISTING ROOF MECH.

EQUIPMENT

TEMP.

ASSEMBLY /

STORAGE FOR

PHASE 1 & 2

ELEVATOR

MACHINE

PLATFORM

PHA04

PHASE 3

TEMP. WORK

AREA +/-130sf

17 19

K K

E E

H H

G G

16 2016b 17b 18 19b 20b

I

F

STAIR

ST1A001

ELEVATOR

LOBBY

A0188

CORRIDOR

CRA001

ELEVATOR

LOBBY

A040

SERVICE

ELEVATOR

S-9

FIRE

CLOSET

FCA001

PASSENGER

ELEVATOR

P-8

KINESIO

THERAPY

CLINIC

A020

A+C CLINIC

A018

FOOD

CART

STORAGE

A001D

OFFICE

A039

TOILET

A019

CORRIDOR

CRA002

PIPE

SPACE

A019A

WOODWORKING

SHOP

A110

OFFICE

A112

TEL

A113

PHASE 2

TEMP.

WORK AREA

+/-26sf

EXIT DOOR TO SECURE

OUTDOOR SPACE

STORAGE

PHC41

17 19 21

K K

E E

H H

G G

2017b 18 19b 20b 21b

I

F

CORRIDOR

CRA101

ELEVATOR

LOBBY

A100A

STAIR

ST1A101PASSENGER

ELEVATOR

P-8

SERVICE

ELEVATOR

S-9

FIRE

CLOSET

FCA101

DINING /

RECREATION

ROOM

C100

DINING /

RECREATION

ROOM

B100

RESPIRATORY

THERAPY

A101A

PREP

STORAGE

A101B

ALCOVE

A101

HAC

152A

CLOSET

A100B

WOMENS

TOILET

A106

VCT

A109

QUIET

ROOM

TEL

146A

CHASE

PHASE 2

TEMP. WORK

AREA +/-95sf

TEMP. EXIT THRU

DINING/RECREATION

ROOM DURING PHASE 2

DOORS TO BE TEMPORARILY

LOCKED DURING PHASE 2

US

ER

A

CC

ES

S

NOTE: OPTION FOR ACCESS ROUTE

THRU OTHER DINING/RECREATION

ROOM AS NEEDED

17 19 21

K K

E E

H H

G G

2017b 18 19b 20b 21b

I

F

ELEVATOR

LOBBY

A200A

CORRIDOR

CRA201

STAIR

ST1A201

SERVICE

ELEVATOR

S-9

PASSENGER

ELEVATOR

P-8

FIRE

CLOSET

FCA201

STORAGE

250A

RESPIRATORY

THERAPY

A114

DINING

ROOM/

RECREATION

ROOM

C200

TEL

A201

CHASE

CLASS

ROOM

A116

QUIET

ROOM

SOCIAL

WORKER

OFFICE

UTILITY

A118

SOCIAL

WORKER

OFFICE

PHASE 2

TEMP. WORK

AREA +/-94sf

TEMP. EXIT THRU

DINING/RECREATION

ROOM DURING PHASE 2

DOOR TO BE TEMPORARILY

LOCKED DURING PHASE 2

NOTE: OPTION FOR ACCESS ROUTE

THRU OTHER DINING/RECREATION

ROOM AS NEEDED

17 19

K K

E E

H H

G G

16 2016b 17b 18 19b 20b

I

F

STAIR

ST1A301

ELEVATOR

MACHINE

ROOM

PHA03

ALCOVE

A119

VAC PUMP

ROOM

PHC04

APPROX. LOCATION OF

EXISTING ROOF MECH.

EQUIPMENT

TEMP.

ASSEMBLY /

STORAGE FOR

PHASE 1 & 2

ELEVATOR

MACHINE

PLATFORM

PHA04

PHASE 2

TEMP. WORK

AREA +/-200sf

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

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

PhaseARCHITECT STAMPCONSULTANTS

321 4 5 6 7 8 9 10

523A5-18-371

VAMC BROCKTON

940 BELMONT STREET

BROCKTON, MA 02301

BUILDING 4 ELEVATOR

REPLACEMENT

872 Massachusetts Avenue, Suite 2-9 Cambridge, MA 02139

T: 617.335.5186

William Pevear Architects, Inc.

63 Pleasant Street

T: 617.926.9300

RSE Associates, Inc.

STRUCTURAL:

101 Summer Street

T: 617.574.5099

Van Deusen & Associates

ELEVATOR CONSULTANT:

142 Hanlon Road

T: 508.397.5417

Hastings Consulting, Inc.

CODE CONSULTANT:

Watertown, MA 02472Boston, MA 02210 Holliston, MA 01746

Drawing Scale

08/16/2019

63 Franklin Street

T: 617.542.0810

Architectural Engineers, Inc.

MECH / ELEC / PLUMBING:

Boston, MA 02110

C :\U se rs

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PA

\D oc um en ts

\V A_

Br oc kt on

_B

El ev at or

U pg ra de

_d co ok w illi am pe ve ar

.c om

.rv t

8/

/2

:5 0:

A

M

1/8" = 1'-0"

4.GI120

Construction Sequencing & Circulation - Phase 2 & 3

1/8" = 1'-0"0a Floor Plan - Basement - Phase 3 1/8" = 1'-0"1a Floor Plan - First Floor - Phase 3

1/8" = 1'-0"2a Floor Plan - Second Floor - Phase 3 1/8" = 1'-0"3a Floor Plan - Roof / Penthouse - Phase 3

1/8" = 1'-0"0b Floor Plan - Basement - Phase 2 1/8" = 1'-0"1b Floor Plan - First Floor - Phase 2

1/8" = 1'-0"2b Floor Plan - Second Floor - Phase 2 1/8" = 1'-0"3b Floor Plan - Roof / Penthouse - Phase 2

DA #1

ELEVATOR MACHINE

PLATFORM

STAIR

ST1A301

ELEVATOR

MACHINE

ROOM

PHA03

ALCOVE

A119

NOT IN SCOPE

NOT IN SCOPE

EXISTING

EXHAUST FAN

EXISTING MEDIUM PRESSURE

STEAM OVERHEAD

EXISTING CONDENSATE LINE

OVERHEAD

APPROX. LOCATION OF

EXISTING MECH. EQUIP

ST1A301

PHC04

PHC04a

PHC03

UP

SERVICE

ELEVATOR

S-9

PASSENGER

ELEVATOR

P-8

36"x36" METAL ACCESS

DOOR AND FRAME

SERVICE

ROOM

A017

LINE OF UPPER PART SERVICE ROOM

BASEMENT LEVEL - SEE SHEET 4.GI111

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

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

PhaseARCHITECT STAMPCONSULTANTS

321 4 5 6 7 8 9 10

523A5-18-371

VAMC BROCKTON

940 BELMONT STREET

BROCKTON, MA 02301

BUILDING 4 ELEVATOR

REPLACEMENT

872 Massachusetts Avenue, Suite 2-9 Cambridge, MA 02139

T: 617.335.5186

William Pevear Architects, Inc.

63 Pleasant Street

T: 617.926.9300

RSE Associates, Inc.

STRUCTURAL:

101 Summer Street

T: 617.574.5099

Van Deusen & Associates

ELEVATOR CONSULTANT:

142 Hanlon Road

T: 508.397.5417

Hastings Consulting, Inc.

CODE CONSULTANT:

Watertown, MA 02472Boston, MA 02210 Holliston, MA 01746

Drawing Scale

07/17/2019

63 Franklin Street

T: 617.542.0810

Architectural Engineers, Inc.

MECH / ELEC / PLUMBING:

Boston, MA 02110

C :\U se rs

\d co ok .W

PA

\D oc um en ts

\V A_

Br oc kt on

_B

El ev at or

U pg ra de

_d co ok w illi am pe ve ar

.c om

.rv t

6/

/2

2:

:4

PM

Plans

Revisions: Date:

1/4" = 1'-0"1 Existing Floor Plan - Roof / Penthouse

1/4" = 1'-0"2 Existing Floor Plan - Pipe Basement

Abatement Plan

4.HA101

Project Director

MFD DJA

Mabbett & Associates, Inc.

5 Alfred Circle Bedford, MA 01730-2318

T. 781-275-6050 www.mabbett.com

1/4" = 1'-0"

Crawlspace Abatement Notes:

Penthouse Abatement Notes:

HATCHED AREAS INDICATE POSITIVE DETECTION OF ASBESTOS

CONTAINING BUILDING COMPONENTS

REMOVE VISIBLE DEBRIS AND INSTALL EPDM ISOLATION MEMBRANE

OVER CONTAMINATED SOIL.

Hazardous Materials Legend

E

H

G

15b 16 2016b 17b 18 19b 20b 21b

I

F

PROVIDE LOOSE LINTEL AT NEW

DUCT OPENING IN EXISTING WALL

PROVIDE TEMP SUPPORT OF ELEVATOR EQUIPMENT SO

LOADING ON EXISTING SLAB DOES NOT EXCEED 100 PSF.

COORDINATE EQUIPMENT PATH AS REQUIRED

PROVIDE LOOSE LINTEL AT

ENLARGED DOOR OPENING IN

EXISTING WALL

(3) L4x3-1/2x5/16 (GALV)

(3 ) L

4x 3-

1/ 2x

5/

(G

AL

V)

1' - 9"

1'

9"8"

8" 7"

7" 1'

9"

1' - 9"

PROPOSED OPENING IN EXISTING SLAB. LOCATE

EXISTING REBAR AND ADJUST OPENING LOCATION

SO AS TO CUT NO MORE THAN 2 BARS EACH WAY.

COORDINATE SLAB OPENINGS WITH EXISTING

SHEAVE BEAMS AND PROPOSED EQUIPMENT.

PROPOSED OPENING IN EXISTING SLAB. LOCATE

EXISTING REBAR AND ADJUST OPENING LOCATION

SO AS TO CUT NO MORE THAN 2 BARS EACH WAY.

COORDINATE SLAB OPENINGS WITH EXISTING

SHEAVE BEAMS AND PROPOSED EQUIPMENT.

H

G

17b 18 19b

I

F

10"

24"x24" SUMP PIT

8"

10" 3"

24"x24" SUMP PIT

4.SS110

8"

3"

FACE OF PIT WALL

#4 NOSING DRILL AND EPOXY

INTO EXISTING SLAB/WALL EA

END, TYP (4) SIDES.

FACE OF PIT WALL

TYP

FACE OF PIT WALL

FACE OF PIT WALL

#4 NOSING DRILL AND EPOXY

INTO EXISTING SLAB/WALL EA

END, TYP (4) SIDES.

8"

VIF

1' - 2"

VIF

4"

6"

6" CIP CONC SLAB & WALLS

REINF W/ #4@12" OC EW

DRILL AND EPOXY DWL INTO EXIST

#4 NOSING BAR, DRILL AND EPOXY

INTO EXISTING STUCTURE EA END.

TYP (4) SIDES

EXISTING PIT SLAB,

ROUGHEN EDGE

EXISTING PIT WALL

CAST CONCRETE TO

FILL ANY VOIDS DURING

EXCAVATION, TYP ALL

SIDES

PROVIDE WATERSTOP

6" 6"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

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

PhaseARCHITECT STAMPCONSULTANTS

321 4 5 6 7 8 9 10

523A5-18-371

VAMC BROCKTON

940 BELMONT STREET

BROCKTON, MA 02301

BUILDING 4 ELEVATOR

REPLACEMENT

872 Massachusetts Avenue, Suite 2-9 Cambridge, MA 02139

T: 617.335.5186

William Pevear Architects, Inc.

63 Pleasant Street

T: 617.926.9300

RSE Associates, Inc.

STRUCTURAL:

101 Summer Street

T: 617.574.5099

Van Deusen & Associates

ELEVATOR CONSULTANT:

142 Hanlon Road

T: 508.397.5417

Hastings Consulting, Inc.

CODE CONSULTANT:

Watertown, MA 02472Boston, MA 02210 Holliston, MA 01746

Drawing Scale

08/16/2019

63 Franklin Street

T: 617.542.0810

Architectural Engineers, Inc.

MECH / ELEC / PLUMBING:

Boston, MA 02110

C :\U se rs

\S co tt\ D oc um en ts

\1

-0

1- Br oc kt on E le va to r_

R ev

_s co tt.

rv t

8/

/2

2:

:0

PM

As indicated

4.SS110

ROOF / PENTHOUSE FRAMING PLAN

1/4" = 1'-0" 1PENTHOUSE FRAMING PLAN

STRUCTURAL DRAWINGS PROVIDED BY SER SUBMITTED FOR PERMIT DO NOT INCLUDE DESIGN OF THE

SYSTEMS LISTED ABOVE.

D. ALL OTHER SYSTEMS NOTED AS SUCH IN PROJECT SPECIFICATIONS.

C. TEMPORARY SHORING WORK.

B. STRUCTURAL STEEL CONNECTIONS NOT FULLY DETAILED IN CONTRACT DRAWINGS (SHEAR

CONNECTIONS, MOMENT CONNECTIONS).

A. LIGHT GAUGE METAL SYSTEMS

13. THE FOLLOWING SHALL BE DESIGNED BY A REGISTERED DESIGN PROFESSIONAL (RDP) NOT UNDER THE CONTROL OF THE STRUCTURAL ENGINEER OF RECORD (SER) AND SUBMITTED FOR REVIEW WITH

CALCULATIONS PREPARED, STAMPED, AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER

REGISTERED IN THE PROJECT'S STATE:

F. WHERE INDICATED ON THE DRAWINGS OR PROJECT SPECIFICATIONS.

E. WIND BEARING OR LOAD BEARING LIGHT GAUGE METAL FRAMING

D. INSTALLATION OF EXPANSION AND ADHESIVE ANCHORS

C. MASONRY WORK WHERE NOTED ON THE DRAWINGS

B. SHOP WELDING PROCEDURES

A. ALL STRUCTURAL STEEL WELDING AND HIGH STRENGTH BOLTING (EXCEPT METAL STUDS, FURRING, ETC.)

12. THE OWNER WILL RETAIN AN INDEPENDENT TESTING AGENCY TO INSPECT THE FOLLOWING TYPES OF

WORK. SEE THE PROJECT SPECIFICATIONS FOR SPECIFIC REQUIREMENTS.

11. SEE ARCHITECTURAL DRAWINGS FOR WATERPROOFING AND DAMPPROOFING DETAILS.

MECHANICAL AREAS.......................................... 200 PSF

STORAGE AREAS................................................ 125 PSF

FLOORS................................................................ 100 PSF

ROOFS.................................................................. 20 PSF

LIVE LOAD

DESIGN IS IN ACCORDANCE WITH THE MASSACHUSSETS STATE BUILDING CODE, 9TH ED.

10. DESIGN BASIS:

9. ALL MECHANICAL SYSTEMS SUSPENDED LOADS EXCEEDING 100 POUNDS SHALL BE REVIEWED BY THE

STRUCTURAL ENGINEER PRIOR TO INSTALLATION UNLESS SPECIFICALLY DETAILED ON THE...

8. OPENING, POCKETS, ETC. LARGER THAN 6" SHALL NOT BE PLACED IN CONCRETE SLABS, DECKS, OR WALLS UNLESS SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS. NOTIFY THE STRUCTURAL ENGINEER WHEN DRAWINGS BY OTHERS SHOW OPENINGS, POCKETS, ETC LARGER THAN 6" WHICH

ARE NOT SHOWN ON THE STRUCTURAL DRAWINGS, BUT WHICH ARE LOCATED IN STRUCTURAL...

D. SIZE AND LOCATION OF MACHINE OR EQUIPMENT BASES, ANCHOR BOLTS FOR MOTOR MOUNTS, EXCEPT AS SHOWN OR NOTED.

C. CONCRETE INSERTS FOR ELECTRICAL, MECHANICAL, OR PLUMBING FIXTURES.

B. ELECTRICAL CONDUIT RUNS, BOXES, OUTLETS IN WALLS AND SLABS

A. PIPE AND DUCT RUNS, SLEEVES, HANGERS, TRENCHES, WALL AND SLAB OPENINGS, ETC. EXCEPT

AS SHOWN OR NOTED.

7. SEE THE MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR THE FOLLOWING:

F. DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS.

E. FINISHED FLOOR AND EXTERIOR ELEVATIONS.

D. FLOOR AND ROOF FINISHES.

C. SIZE AND LOCATION OF ALL DOOR AND WINDOW OPENINGS EXCEPT AS SHOWN.

B. SIZE AND LOCATION OF ALL CONCRETE CURBS, FLOOR DRAINS, SLOPES, INSERTS, ETC. EXCEPT AS

SHOWN.

A. SIZE AND LOCATION OF ALL INTERIOR AND EXTERIOR NON BEARING PARTITIONS.

6. SEE THE ARCHITECTURAL DRAWINGS FOR THE FOLLOWING:

5. IN THE EVENT THAT CERTAIN DETAILS OF THE CONSTRUCTION ARE NOT FULLY SHOWN OR NOTED ON THE DRAWINGS, THEIR CONSTRUCTION SHALL BE OF THE SAME TYPE AS FOR SIMILAR CONDITIONS...

4. THE CONTRACTOR SHALL SUBMIT COMPLETE SHOP DRAWINGS FOR THE ENGINEER'S APPROVAL FOR ALL PARTS OF THE WORK, INCLUDING A DESCRIPTION OF DEMOLITION, CONSTRUCTION METHODS, AND SEQUENCING WHERE APPLICABLE. EXISTING FIELD CONDITIONS SHALL BE INCORPORATED INTO SUBMITTALS. NO PERFORMANCE OF THE WORK INCLUDING, BUT NOT LIMITED TO, DEMOLITION OF THE

EXISTING STRUCTURE, OR FABRICATION OR ERECTION OF NEW STRUCTURAL ELEMENTS SHALL

COMMENCE WITHOUT REVIEW OF THE SHOP DRAWINGS BY THE ENGINEER.

3. ALL WORK IS TO BE CARRIED OUT IN ACCORDANCE WITH THE SPECIFICATIONS AND THE

MASSACHUSETTS STATE BUILDING CODE, 9TH ED.

2. THE CONTRACTOR SHALL COMPARE STRUCTURAL DRAWINGS WITH THE ARCHITECTURAL DRAWINGS BEFORE COMMENCING WITH THE WORK AND SHALL NOTIFY THE ARCHITECT AND ENGINEER OF ANY DISCREPANCIES REQUIRING CLARIFICATION OR REVISIONS. DO NOT SCALE STRUCTURAL DRAWINGS.

REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT SHOWN.

1. CONTRACTOR SHALL DETERMINE EXISTING CONDITIONS WHERE REQUIRED AND VERIFY ALL FIELD

CONDITIONS FOR CLEARANCES, DIMENSIONS AND ELEVATIONS SHOWN ON DRAWINGS. ANY

DISCREPANCIES SHALL BE MARKED ON A PRINT OF THE STRUCTURAL DRAWING AND FORWARDED

IMMEDIATELY TO THE ENGINEER.

GENERAL NOTES

4. SHEETING, SHORING AND BRACING FOR THE LATERAL SUPPORT OF EXCAVATION SHALL REMAIN IN PLACE UNTIL ALL PERMANENT STRUCTURAL SYSTEMS AT AND BELOW GROUND LEVEL ARE COMPLETE.

FOR FURTHER INFORMATION ON LATERAL SUPPORT OF EXCAVATION, SEE SPECIFICATIONS.

3 CONSTRUCTION LOADS SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING AND/OR BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH.

2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE PROPER SHORING AND BRACING

WHEREVER NECESSARY. SHOP DRAWINGS FOR SUCH SHORING SHALL BE PREPARED BY A

PROFESSIONAL ENGINEER RETAINED BY THE CONTRACTOR, IN ACCORDANCE WITH ALL APPLICABLE

CURRENT RULES AND REGULATIONS.

1. ALL TEMPORARY WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE REQUIREMENTS OF THE

MASSACHUSETTS STATE BUILDING CODE, 9TH ED.

TEMPORARY WORK

15. SUBMIT SHOP DRAWINGS TO ARCHITECT FOR REVIEW AND OBTAIN ACCEPTANCE PRIOR TO START OF

FABRICATION.

14. SHOP PAINTING OF STEEL IS NOT REQUIRED UNLESS OTHERWISE NOTED.

13. ALL STEEL EXPOSED TO THE WEATHER IN THE COMPLETED BUILDING SHALL BE COATED WITH ZINC RICH

PRIMER UNLESS NOTED OTHERWISE.

12. STRUCTURAL STEEL FRAMING SHALL BE TRUE AND PLUMB BEFORE CONNECTIONS ARE FINALLY BOLTED

OR WELDED.

11. CONTRACTOR SHALL FURNISH ALL PLATES, CLIP ANGLES, CONNECTIONS, ETC. REQUIRED FOR THE

COMPLETION OF THE STRUCTURE EVEN IF EVERY SUCH ITEM IS NOT SHOWN ON THE CONTRACT

DOCUMENTS.

10. FIELD CUTTING OF STRUCTURAL STEEL OR ANY FIELD MODIFICATIONS OF STRUCTURAL STEEL SHALL NOT BE MADE WITHOUT PRIOR WRITTEN APPROVAL BY ARCHITECT FOR EACH SPECIFIC CASE. NO TORCH CUTTING SHALL BE ALLOWED IN THE FIELD EXCEPT FOR SPECIFIC LOCATIONS SHOWN ON THE DRAWINGS FOR PORTIONS OF EXISTING BEAMS TO BE REMOVED. GRIND ALL FIELD CUTS OF STEEL TO BE SMOOTH.

9. REFER TO STEELWORK SPECIFICATIONS FOR STEELWORK PROTECTION AND COATINGS.

8. WELD LENGTHS CALLED FOR ON PLANS ARE THE NET EFFECTIVE LENGTH REQUIRED. ALL BUTT WELDS

SHALL BE FULL PENETRATION UNLESS OTHERWISE NOTED. ALL GROOVE WELDS SHALL BE FULL

PENETRATION UNLESS OTHERWISE NOTED. FILLET WELDS SHALL BE A MINIMUM OF 3/16".

7. ALL WELDED CONNECTIONS SHALL CONFORM TO THE AWS.D1.1 LATEST EDITION. ALL WELDERS SHALL BE

LICENSED AND QUALIFIED AS REQUIRED BY GOVERNING CODES.

6. WELDING ELECTRODES SHALL CONFORM TO AWS E70XX ELECTRODES OR AS OTHERWISE REQUIRED BY THE SPECIFICATIONS, WHERE WELD LENGTH IS NOT SHOWN, IT SHALL BE THE FULL LENGTH OF THE JOINT.

d. SIMPLE SHEAR CONNECTION SHALL BE CAPABLE OF END ROTATION PER AISC REQUIREMENTS FOR

"UNRESTRAINED MEMBERS."

c. SHEAR CONNECTIONS FOR OTHER MEMBERS SHALL BE SIMPLE SHEAR CONNECTIONS WITH EITHER SLIP CRITICAL TYPE HIGH STRENGTH BOLTS OR BEARING TYPE HIGH STRENGTH BOLTS (ASSUME

THREADS INCLUDED IN SHEAR PLANE FOR ALLOWABLE VALUES.)

b. STANDARD, OVERSIZED, OR HORIZONTAL SHORT SLOTTED HOLES IN WEBS OF BEAMS

a. 3/4 INCH MINIMUM BOLT DIAMETER, TWO BOLTS MINIMUM

5. BOLTED CONNECTIONS SHALL BE AS FOLLOWS:

HIGH STRENGTH BOLTS ASTM A325 OR A490

ANGLES, CHANNELS, PLATES AND BARS ASTM A36

WIDE FLANGE ROLLED SHAPES ASTM A992 GRADE 50

4. STRUCTURAL STEEL SHALL BE THE FOLLOWING GRADES:

3. STRUCTURAL STEEL SHALL BE DETAILED IN ACCORDANCE WITH "DETAILING FOR STEEL CONSTRUCTION

(AISC)" AND, WHERE REQUIRED, DESIGNED IN ACCORDANCE WITH THE CITED REFERENCES.

2. STRUCTURAL STEEL WORK SHALL CONFORM TO "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS (AISC 2010)"; "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS & BRIDGES (AISC 2010)"; AND

"STRUCTURAL WELDING CODE - STEEL (AWS D1.1-94)"

1. STRUCTURAL STEEL WORK SHALL CONFORM TO THE REQUIREMENTS OF THESE NOTES, THE

SPECIFICATIONS, AND THE MASSACHUSETTS STATE BUILDING CODE, 9TH ED.

STRUCTURAL STEEL

1/4" = 1'-0" 2BASEMENT FLOOR PLAN

1/2" = 1'-0" 3SECTION - SUMP PIT SLAB

G

15b 16 2016b 17b 18 19b 20b 21b

I

F

W 8x

4.SS111H

O

IS

TI

N

G B

EA

M

WELD W BEAM TO ANCHOR PLATE

FASTENED TO EXISTING COLUMN.

TYPICAL EACH END

VI

F

BE

AM

L

EN

G

TH

Roof 339' - 11 1/4"1 5/8"

1"

1/

2"

EXISTING CONC

RIBBED SLAB

EXISTING 12"x12"

CONC COLUMN

W8x15 HOISTING BM

PROVIDE 3/8" SHEAR TAB

W/ (2) 3/4"Ø A325 BOLTS

HOISTING BM

4.SS111

TYP

TY

P

1/

4"

B.O. EXIST SLAB

ANCHOR PLATE

CENTER ON COLUMN

G

1/2"Ø HILTI HIT-Z ANCHOR

EMBED = 4 3/4"

PL 3/8"x2 1/2"x2 1/2"

PLATE WASHER

W/ STD HOLES

PL 3/4"x10"x1'-5 1/4"

ANCHOR PLATE

W/ OVS HOLES

EXIST 12"x12"

CONC COLUMN

DO NOT CUT REBAR WHEN

DRILLING ANCHORS

2" 2"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

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

PhaseARCHITECT STAMPCONSULTANTS

321 4 5 6 7 8 9 10

523A5-18-371

VAMC BROCKTON

940 BELMONT STREET

BROCKTON, MA 02301

BUILDING 4 ELEVATOR

REPLACEMENT

872 Massachusetts Avenue, Suite 2-9 Cambridge, MA 02139

T: 617.335.5186

William Pevear Architects, Inc.

63 Pleasant Street

T: 617.926.9300

RSE Associates, Inc.

STRUCTURAL:

101 Summer Street

T: 617.574.5099

Van Deusen & Associates

ELEVATOR CONSULTANT:

142 Hanlon Road

T: 508.397.5417

Hastings Consulting, Inc.

CODE CONSULTANT:

Watertown, MA 02472Boston, MA 02210 Holliston, MA 01746

Drawing Scale

08/16/2019

63 Franklin Street

T: 617.542.0810

Architectural Engineers, Inc.

MECH / ELEC / PLUMBING:

Boston, MA 02110

C :\U se rs

\S co tt\ D oc um en ts

\1

-0

1- Br oc kt on E le va to r_

R ev

_s co tt.

rv t

8/

/2

2:

:0

PM

As indicated

4.SS111

PENTHOUSE ROOF FRAMING PLAN &

DETAILS

1/4" = 1'-0" 1PENTHOUSE ROOF FRAMING PLAN

3/4" = 1'-0" 2SECTION - ANCHOR PLATE

3/4" = 1'-0" 3PLAN DETAIL - ANCHOR PLATE

U

UP

E

H

G

17b 18 19b

I

F

STAIR

ST1A001

ELEVATOR

LOBBY

A0188

CORRIDOR

CRA001

SERVICE

ELEVATOR

S-9

FIRE

CLOSET

FCA001

PASSENGER

ELEVATOR

P-8

D04

D04

± 3' - 3 1/2" 8' - 0"

MIN

6' - 0"

MIN

6' - 0"± 2' - 0 1/2"

T

T

TEMPORARILY RELOCATE WALL MTD.

AED TO OUTSIDE OF TEMP. WORK

AREA DURING CONSTRUCTION.

RETURN AED TO EXIST. LOCATION

AFTER COMPLETION OF WORK

AED

PROVIDE FALL PROTECTION AT ALL

OPEN SHAFT LOCATIONS AT ALL

TIMES, TYP.

COORD. PARTITION LOCATION

WITH EXISTING CEILING, TYP.

SEE SHEET 4.AS120, TYP.

E

H

G

17b 18 19b

I

F

CORRIDOR

CRA101

ELEVATOR

LOBBY

A100A

STAIR

ST1A101

PASSENGER

ELEVATOR

P-8

SERVICE

ELEVATOR

S-9

FIRE

CLOSET

FCA101

SMOKE DOOR

D02

D02 D02

D02

D02

D04

D06

D06

± 2' - 6 1/4" ± 8' - 9 1/4"

TEMP. PARTITION TO BE DEMOLISHED

AT END OF PHASE, TYP.

REFER TO SHEET 4.GI120 FOR PHASING

T

E

H

G

17b 18 19b

I

F

ELEVATOR

LOBBY

A200A

STAIR

ST1A201

SERVICE

ELEVATOR

S-9

PASSENGER

ELEVATOR

P-8 FIRE

CLOSET

FCA201

CORRIDOR

C2-1

D01

D01 D01

D01

D01

D04

D06

D07

MI

N

1'

- 6

± 3' - 11 3/4" ± 7' - 3 3/4"

T

E

H

G

15b 16 2016b 17b 18 19b 20b 21b

I

F

ELEVATOR MACHINE

PLATFORM ABOVE ±6'-5"

STAIR

ST1A301

ELEVATOR

MACHINE

ROOM

PHA03

ALCOVE

A119

NOT IN SCOPE

NOT IN SCOPE

EXISTING

EXHAUST FAN

EXISTING MEDIUM PRESSURE

STEAM OVERHEAD

EXISTING CONDENSATE LINE

OVERHEAD

APPROX. LOCATION OF

EXISTING MECH. EQUIP

DEMO GUARD RAIL

CUT OPENING IN EXISTING SLAB,

SEE STRUCTURAL DRAWINGS

FOR SIZING AND COORD.

CUT OPENING IN EXISTING SLAB,

SEE STRUCTURAL DRAWINGS

FOR SIZING AND COORD.

DEMO GUARD RAIL

DEMO GUARD RAIL

DEMO EXISTING ELEVATOR

MACHINE EQUIPMENT

DEMO EXISTING ELEVATOR

MACHINE EQUIPMENT

DEMO EXISTING ELEVATOR

MACHINE EQUIPMENT

ETR

PHC04

PHC04a

D05

D08

NOTE:

SEE SHEET 4.GI110 FOR ACCESS AND

TEMPORARY ROOF PROTECTION

PHC03

CUT OPENING IN WALL

FOR NEW LOUVERS,

SEE MECHANICAL

D08

DEMO WALL TO

UNDERSIDE OF

STRUCTURE

H

G

17b 18

I

F

NOT IN SCOPE

SERVICE

ELEVATOR

S-9

PASSENGER

ELEVATOR

P-8

CORE SLAB, STEM WALL / MASONRY

PARTITION AS REQ. TO ACCOMODATE

NEW EQUIPMENT AND CONNECTIONS,

SEE MEP DRAWINGS

CORE SLAB, STEM WALL / MASONRY

PARTITION AS REQ. TO ACCOMODATE

NEW EQUIPMENT AND CONNECTIONS,

SEE MEP DRAWINGS

DEMOLITION GENERAL NOTES

ICRA GENERAL NOTES

1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY AND ADDRESS

EXISTING CONDITIONS AS REQUIRED TO ACCOMPLISH THE NEW WORK SHOWN OR

REASONABLY IMPLIED. THE INTENDED SCOPE AREA OF DEMOLITION IS GENERALLY

INDICATED WITH DASHED LINES ON THE DRAWINGS, BUT THIS SCOPE IS DIAGRAMMATIC IN

NATURE AND IS COMPLEMENTED BY THE COMPLETE SET OF CONTRACT DOCUMENTS.

2. THE CONTRACTOR SHALL EXERCISE CARE SO THAT ONLY THE CONSTRUCTION

INDICATED OR REASONABLY IMPLIED TO BE REMOVED SHALL BE DEMOLISHED. THE

EXISTING TO REMAIN SHALL BE LEFT INTACT AND PROTECTED FROM DAMAGE. IN AREAS

WHERE CONSTRUCTION IS IDENTIFIED TO BE REMOVED, STRUCTURAL ELEMENTS SHALL BE

PRESERVED UON.

3. CONTRACTOR SHALL CLEAN SITE OF ALL DEBRIS DAILY. WASTE AND DEBRIS MUST BE

DISPOSED OF IN ACCORDANCE WITH ALL MUNICIPAL, STATE AND FEDEREAL REGULATION.

NO WASTE OR DEBRIS SHALL BE DISPOSED OF ON VA PROPERTY.

4. PRIOR TO DEMOLITION VERIFY W/ COR ALL ELEMENTS IDENTIFIED FOR SALVAGE FOR

REUSE ON THIS PROJECT OR FOR VA USE ELSEWHERE. ALL OTHER EXISTING MATERIALS

INDICATED TO BE REMOVED AND NOT REUSED SHALL BECOME THE PROPERTY OF THE

CONTRACTOR, WHO SHALL REMOVE THEM FROM THE SITE.

5. TAKE ALL PRECAUTIONS TO PREVENT DAMAGE TO EXISTING SURFACES TO REMAIN OR

ANY SALVAGE ITEMS. WHEN REMOVING PORTIONS OF WALL OR CEILINGS TAKE ALL

PRECAUTIONS TO PREVENT STRUCTURAL DAMAGE.

6. ANY DAMAGE TO STRUCTURE, FINISHES, ETC. DUE TO WORK SHALL BE REPAIRED BY

CONTRACTOR AT NO COST TO VA.

7. SEE MEP/FP DRAWINGS FOR SYSTEM DEMOLITION. TAKE ALL PRECAUTIONS TO PREVENT

DAMAGE. REMOVE, REPLACE, OR CAP AS REQUIRED TO PRESERVE SERVICE TO BE

MAINTAINED. IN THE EVENT DAMAGE OCCURS, PATCH ALL SURFACES DISTURBED BY

DEMOLITION.

8. CONTRACTOR TO COORDINATE WITH THE OWNER FOR ANY REQUIRED MEP/FP SYSTEM

SHUT DOWNS AND START-UPS RELEVANT TO DEMOLITION, ESPECIALLY AT THE OCCUPIED

SPACES. CAP OR RECONNECT MEP/FP SYSTEMS SERVING OCCUPIED AREAS OUTSIDE OF

PROJECT SCOPE.

9. PROTECT, PATCH AND REPAIR ALL FINISHES ADJACENT TO THE DEMOLITION AREA.

10. ALL SALVAGED ITEMS TO BE RETURNED TO VA.

DEMOLITION KEYNOTES

BASEMENT / FIRST FLOOR / SECOND FLOOR:

Type C Construction: Work that generates a moderate to high level of dust or requires demolition or removal of any fixed building components or assemblies; Risk Group 2 (VA to confirm) medium risk = Class III ICRA precautions to include:

During Construction:

1. Remove or Isolate HVAC system in area where work is being done to prevent contamination of duct system.

2. Complete all critical barriers i.e. sheetrock, plywood, plastic, to seal area from non-work area or implement control cube method (cart with plastic covering and sealed connection to work site with HEPA vacuum for vacuuming prior to exit) before construction begins.

3. Maintain negative air pressure within work site utilizing HEPA equipped air filtration units.

4. Contain construction waste before transport in tightly covered containers.

5. Cover transport receptacles or carts. Tape covering unless solid lid.

After Construction:

1. Do not remove barriers from work area until completed project is inspected by the owner’s Safety Department and

Infection Prevention & Control Department and thoroughly cleaned by the owner’s Environmental Services Department.

2. Remove barrier materials carefully to minimize spreading of dirt and debris associated with construction.

3. Vacuum work area with HEPA filtered vacuums.

4. Wet mop area with cleaner/disinfectant.

5. Upon completion, restore HVAC system where work was performed.

PENTHOUSE:

Type C construction: Work that generates a moderate to high level of dust or requires demolition or removal of any fixed building components or assemblies; Risk Group 0 (VA to confirm) no risk- patients and medical staff do not have access to penthouse and therefore there should be no risk.

REMOVE WALL COVERING, PREP FOR PAINT.

REMOVE AS REQUIRED TO EFFECT WORK, INCLUDE BUT NOT LIMITED TO: GUARDRAIL SYSTEMS, WALL

PROTECTION, BASE. PATCH AND MATCH UON.

CLEAN AND REMOVE INBEDS AND FASTENERS FROM EQUIPMENT REMOVED.

PROVIDE 2-HOUR RATED TEMPORARY PARTITION SEALED AT FLOOR TO U/S OF STRUCTURAL DECK ABOVE FOR CONSTRUCTION WORK AREA. PATCH AND MATCH AT FLOOR AND CEILING FINISHES AS REQUIRED FOR

UNIFORM FINISH.

REMOVE WALL, DOOR FRAME, AND DOOR AS REQUIRED TO ENLARGE DOOR TO ACCOMODATE EQUIPMENT

REMOVAL AND NEW EQUIPMENT INSTALL. DO NOT MODIFY DOORS IF NOT REQUIRED.

SEAL DOOR OPENING PRIOR TO CONSTRUCTION TO PROTECT FROM DUST AND DEBRIS AS REQ. BY ICRA, PROVIDE CONTRACTOR ACCESS TO WORK AREA ONLY AS REQ.

SALVAGE DOOR LEAF AND SEAL DOOR OPENING PRIOR TO CONSTRUCTION TO PROTECT FROM DUST AND DEBRIS, PROVIDE CONTRACTOR ACCESS TO WORK AREA AS REQ. BY ICRA. REFINISH DOOR LEAF, AND RE-

INSTALL PIOR TO COMPLETION OF PROJECT.

REMOVE PARTITION AND PREP FOR NEW. REMOVE ALL ASSOCIATED CABLES AND PIPING AS REQ. TO

REMOVE PARTITION AND PROVIDE NEW AS NECESSARY.

D01

D02

D03

D04

D05

D06

D07

GENERAL NOTES

1. CONTRACTOR MAY BE REQUIRED TO PERFORM WORK IN AREA DEFINED AS "NOT IN

SCOPE" AS REQ. FOR VARIOUS MINOR MODIFICATIONS, UTILITY CONNECTIONS, AND

GENERAL ACCESS AS MAY BE REQ. TO COMPLETE WORK AS INTENDED.

2. PROVIDE (2) COATS MINIMUM FINISH PAINT (P1) ON PATIENT SIDE ON ALL TEMPORARY

PARTITIONS.

D08

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

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

PhaseARCHITECT STAMPCONSULTANTS

321 4 5 6 7 8 9 10

523A5-18-371

VAMC BROCKTON

940 BELMONT STREET

BROCKTON, MA 02301

BUILDING 4 ELEVATOR

REPLACEMENT

872 Massachusetts Avenue, Suite 2-9 Cambridge, MA 02139

T: 617.335.5186

William Pevear Architects, Inc.

63 Pleasant Street

T: 617.926.9300

RSE Associates, Inc.

STRUCTURAL:

101 Summer Street

T: 617.574.5099

Van Deusen & Associates

ELEVATOR CONSULTANT:

142 Hanlon Road

T: 508.397.5417

Hastings Consulting, Inc.

CODE CONSULTANT:

Watertown, MA 02472Boston, MA 02210 Holliston, MA 01746

Drawing Scale

08/16/2019

63 Franklin Street

T: 617.542.0810

Architectural Engineers, Inc.

MECH / ELEC / PLUMBING:

Boston, MA 02110

C :\U se rs

\d co ok .W

PA

\D oc um en ts

\V A_

Br oc kt on

_B

El ev at or

U pg ra de

_d co ok w illi am pe ve ar

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8/

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A

M

As indicated

4.AD110

Demo Floor Plans and Temp. Work Area Partitions

1/4" = 1'-0"2 Demo Floor Plan - Basement 1/4" = 1'-0"3 Demo Floor Plan - First Floor

1/4" = 1'-0"4 Demo Floor Plan - Second Floor

1/4" = 1'-0"5 Demo Floor Plan - Roof / Penthouse

1/4" = 1'-0"1 Demo Floor Plan - Pipe Basement

UP DN

UP

E

H

G

17b 18 19b

I

F

STAIR

ST1A001

ELEVATOR

LOBBY

A0188

CORRIDOR

CRA001

ELEVATOR

LOBBY

A040

SERVICE

ELEVATOR

S-9

FIRE

CLOSET

FCA001

PASSENGER

ELEVATOR

P-8

4.AS4101

4.AS4104

4.AS801

4.AS801

4.AS801

4.AS801

4.AS701

4.AS701

5'

- 2 5/

8"

MA

TC

H

EX

IS

T.

4'

- 6

2'

- 8 3/

8"

1'

- 1 1"

6"

4'

- 6 5/

8"

MA

TC

H

EX

IS

T.

3'

- 1 0"

9'

- 1 3/

8"

± 8' - 9 1/2" ± 1' - 2"

EXIST. WATER

FOUNTAIN

P1 P1

P1

P1

E

H

G

17b 18 19b

I

F

CORRIDOR

CRA101

ELEVATOR

LOBBY

A100A

STAIR

ST1A101PASSENGER

ELEVATOR

P-8

SERVICE

ELEVATOR

S-9

FIRE

CLOSET

FCA101

4.AS410

4.AS4109

SMOKE DOOR

4'

- 8 5/

8"

MA

TC

H

EX

IS

T.

4'

- 6

7 3

/8"

2'

- 2

7/ 8"

MA

TC

H

EX

IS

T.

3'

- 1 0"

3'

- 0 5/

8"

1'

- 7

± 9' - 7"

LOBBY

AREA

A104

1'

- 2 1/

2"

8'

- 7

1/ 2"

± 8' - 9 1/2"

P1

P1

P1

P1

P1

E

H

G

17b 18 19b

I

F

ELEVATOR

LOBBY

A200A

CORRIDOR

CRA201

STAIR

ST1A201

SERVICE

ELEVATOR

S-9

PASSENGER

ELEVATOR

P-8 FIRE

CLOSET

FCA201

4.AS410

4.AS41014

4'

- 8 5/

8"

MA

TC

H

EX

IS

T.

4'

- 6

7 3

/8"

4'

- 7

5/ 8"

MA

TC

H

EX

IS

T.

3'

- 1 0"

3/ 8"

± 9' - 9"

1'

- 2 1/

2"

8'

- 7

1/ 2"

± 8' - 9 1/2"

P1

P1

P1

P1

P1

E

H

G

15b 16 2016b 17b 18 19b 20b 21b

I

F

ELEVATOR MACHINE

PLATFORM ABOVE ±6'-5"

STAIR

ST1A301ELEVATOR

MACHINE

ROOM

PHA03

EXISTING

EXHAUST FAN

EXISTING MEDIUM PRESSURE

STEAM OVERHEAD

EXISTING CONDENSATE LINE

OVERHEAD

APPROX. LOCATION OF

EXISTING MECH. EQUIP ALCOVE

A119

4.AS8034

NEW RATED DOOR FOR

EQUIPMENT AT ELEVATOR

MACHINE PLATFORM LEVEL

NOT IN SCOPE

4.AS410 21

4.AS410

4.AS41023

PHA04

NEW FLOOR FINISH AT

ELEVATOR MACHINE

PLATFORM, FLASH

PATCH CONCRETE

DECK AS REQ.

4.AS410 18

4.AS803

C

C

C

C

4.AS803

7'

- 1 1 1

/2"

4"

± 10' - 10" ± 13' - 2 1/2"

ELEVATOR

MACHINE

PLATFORM

PHA04

ALIGN FACE OF

NEW PARTITION W/

EXIST. PARTITION

BELOW

PASSENGER ELEVATOR

P-8 MACHINE

SERVICE ELEVATOR

S-9 MACHINE

(2) MACHINE CONTROLLER, W/

NEW POWER DISCONNECT

ETR

VAC PUMP

ROOM

PHC04PHA04a11

4.AS802

PHC04a

RATED ACCESS PANEL

FOR ACCESS BELOW STAIR

4.AS803

4.AS410 20

4.AS410 24

C

PHA03

REMOVABLE PIPE

GUARDRAIL AT

ACCESS DOOR

EQ-1

EQ-2

EM-S9

EM-P8

EC-P8

EC-S9

4.AS802

4.AS41025

PHC04

C

C1

P3 PTD YELLOW

SAFETY STRIPING

ON FLOOR

P3 PTD YELLOW SAFETY

STRIPING ON FLOOR

4.AS802

4.AS802

4.AS803

4.AS41027

4.AS410

P1P1

4'

- 0 5/

8"

P1

P1

P1

5 1

/4"

P1

P1

P1

P1

P1

P1

P1

P1

P1

P1 P1

P1P1

C1

METAL BAR GRILLE AT

OPENING, FLUSH WITH

FLOOR, OPENINGS SIZED

TO REJECT 1" BALL

METAL BAR GRILLE AT

OPENING, FLUSH WITH

FLOOR, OPENINGS SIZED

TO REJECT 1" BALL

H

G

17b 18

I

F

SERVICE

ELEVATOR

S-9

PASSENGER

ELEVATOR

P-8

9'

- 2

± 8' - 11"

7'

- 8

± 8' - 11"

OIL MINDER SUMP PUMP IN ELEVATOR

PIT W/ CONTROLS LOCATED IN

ELEVATOR MACHINE ROOM

OIL MINDER SUMP PUMP IN ELEVATOR

PIT W/ CONTROLS LOCATED IN

ELEVATOR MACHINE ROOM

CORE SLAB AS REQ. FOR PUMP

CONNECT TO EXIST.,

SEE MEP DRAWINGS

CORE SLAB AS REQ. FOR PUMP

METAL BAR GRILLE AT OPENING,

FLUSH WITH FLOOR, OPENINGS

SIZED TO REJECT 1" BALL

METAL BAR GRILLE AT OPENING,

FLUSH WITH FLOOR, OPENINGS

SIZED TO REJECT 1" BALL

4.AS802

4.AS802

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

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

PhaseARCHITECT STAMPCONSULTANTS

321 4 5 6 7 8 9 10

523A5-18-371

VAMC BROCKTON

940 BELMONT STREET

BROCKTON, MA 02301

BUILDING 4 ELEVATOR

REPLACEMENT

872 Massachusetts Avenue, Suite 2-9 Cambridge, MA 02139

T: 617.335.5186

William Pevear Architects, Inc.

63 Pleasant Street

T: 617.926.9300

RSE Associates, Inc.

STRUCTURAL:

101 Summer Street

T: 617.574.5099

Van Deusen & Associates

ELEVATOR CONSULTANT:

142 Hanlon Road

T: 508.397.5417

Hastings Consulting, Inc.

CODE CONSULTANT:

Watertown, MA 02472Boston, MA 02210 Holliston, MA 01746

Drawing Scale

08/16/2019

63 Franklin Street

T: 617.542.0810

Architectural Engineers, Inc.

MECH / ELEC / PLUMBING:

Boston, MA 02110

C :\U se rs

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PA

\D oc um en ts

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2/

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AM

1/4" = 1'-0"

4.AS110

Floor Plans

1/4" = 1'-0"2 Floor Plan - Basement 1/4" =…