S02 523A5-22-001 Combined Drawing Set.pdf

N

DRAWING INDEX

DRAWING NUMBER DRAWING TITLE

GENERAL

GI001 TITLE SHEET AND DRAWING INDEX

GI002 GENERAL NOTES AND LEGENDS

GC101 GENERAL PHASING AND STAGING PLAN

ARCHITECTURAL

AD101 ARCHITECTURAL DEMOLITION PLAN - BLDG 4 WEST ROOF

AD102 ARCHITECTURAL DEMOLITION PLAN - BLDG 4 EAST ROOF

AD103 ARCHITECTURAL DEMOLITION PLAN - BLDG 22 ROOF

AD201 ARCHITECTURAL DEMOLITION NORTH ELEVATIONS - BLDG 4

AD202 ARCHITECTURAL DEMOLITION SOUTH ELEVATIONS - BLDG 4

AD203 ARCHITECTURAL DEMOLITION WEST AND EAST ELEVATIONS - BLDG 4

AD204 ARCHITECTURAL DEMOLITION NORTH AND SOUTH ELEVATION - BLDG 22

AD205 ARCHITECTURAL DEMOLITION WEST AND EAST ELEVATIONS - BLDG 22

AD501 ARCHITECTURAL DEMOLITION ROOF REMOVAL DETAILS

AD502 ARCHITECTURAL DEMOLITION ROOF REMOVAL DETAILS

AD503 ARCHITECTURAL DEMOLITION ROOF REMOVAL DETAILS

A-101 ARCHITECTURAL PLAN - BLDG 4 WEST ROOF

A-102 ARCHITECTURAL PLAN - BLDG 4 EAST ROOF

A-103 ARCHITECTURAL PLAN - BLDG 22 ROOF

A-501 ARCHITECTURAL ROOF DETAILS

A-502 ARCHITECTURAL ROOF DETAILS

A-503 ARCHITECTURAL ROOF DETAILS

A-504 ARCHITECTURAL ROOF DETAILS

A-601 ARCHITECTURAL ROOF SCHEDULES

ELECTRICAL

EG101 ELECTRICAL GROUNDING PLAN - BLDG 4 WEST ROOF

EG102 ELECTRICAL GROUNDING PLAN - BLDG 4 EAST ROOF

EG103 ELECTRICAL GROUNDING PLAN - BLDG 22 ROOF

EG501 ELECTRICAL LIGHTNING PROTECTION SYSTEM DETAILS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Director

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10 on e ei gh th in ch o ne fo ot th re e in ch es o ne fo ot

6"

6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot

6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r in ch o ne fo ot

REV 0 - FINAL BID CONSTRUCTION DOCUMENTS 2023-09-21

FINAL BID CONSTRUCTION

DOCUMENTS

A/E ROOF REPLACEMENT BUILDING

4 AND 22

940 BELMONT STREET

BROCKTON, MA 02301

523A5-22-001

2023-09-21

GI001

TITLE SHEET AND DRAWING INDEX

4, 22

GHR CCW

DD###

DD###

X

DD###

X

1'-0" = 1'-0"

DETAIL TITLE

X

1 / DD###

DD###

X

DD###

X

NORTH ARROWVIEW TITLE

BUILDING/WALL SECTION CUT

EXTERIOR ELEVATION

DETAIL SECTION CUT

DETAIL CALLOUT

DRAWING SYMBOLS

INTERIOR ELEVATION

ARCHITECT/ENGINEER

Encorus Group 23 Mechanic Street - P.O. Box 344 Springville, New York 14141-0344 716-592-3980

DETAIL NUMBER

DETAIL IDENTIFIER

DETAIL TITLE NUMBER /

SHEET REF NUMBER

SECTION IDENTIFIER

SHEET REF NUMBER

DETAIL

IDENTIFIER

SHEET REF

NUMBER

DETAIL SECTION IDENTIFIER

VIEWING

DIRECTION

TRUE NORTH

PLAN NORTH

VIEWING

DIRECTION

SHEET REF NUMBER

SHEET REF NUMBER

A/E ROOF REPLACEMENT BUILDING 4 AND 22

BROCKTON VA MEDICAL CENTER

940 BELMONT STREET

BROCKTON, MA 023301

BROCKTON VA MEDICAL

CENTERM

A

S S

A V

E

MASS AVE

PLYMOUTH AVE

PLY

MOUTH A

VE

STANDISH RD

S

TA

N D

IS

H

R D

P

ILG

R

IM

A V

E

STAN

D

ISH

R

D

P

IL

G R

IM

A

V E

PILGRIM AVE

BLDG 4

B

LD

G

N N

Revisions: Date: 9/21/2023

RD

HP

LP

HP

LP

AT

LINE TYPES

ABBREVIATIONSGENERAL DRAWING SYMBOLS

ARCHITECTURAL SYMBOLS

ELECTRICAL SYMBOLS

X

X

SYMBOLS & LEGEND

SYMBOL DESCRIPTION

AREA OF COVERED WALKWAY CANOPIES.

CONSTRUCTION FENCING AND GATE PER SPEC REQUIRED.

CRICKET SLOPE - 1/4" PER FOOT = MAXIMUM OVERALL THICKNESS.

SADDLE SLOPE - 1/4" PER FOOT = MAXIMUM OVERALL THICKNESS.

ROOF SLOPE - 1/4" PER FOOT FLAT ROOF AREAS MIN.

HIGH POINT INSULATION THICKNESS. X = APPROXIMATE THICKNESS BASED UPON

AN AVERAGE R VALUE PRESCRIBED IN THE SPECIFICATIONS AND THE INDICATED

ROOF SLOPE. FIELD VERIFY ALL VALUES.

LOW POINT INSULATION THICKNESS. X = APPROXIMATE THICKNESS BASED UPON

AN AVERAGE R VALUE PRESCRIBED IN THE SPECIFICATIONS AND THE INDICATED

ROOF SLOPE. FIELD VERIFY ALL VALUES.

19"

5"

19"

5"

ABBREVIATION MEANING

A/E ARCHITECT/ENGINEER

ACT ACOUSTICAL CEILING TILE

ADJ ADJACENT, ADJOINING, OR ADJUSTABLE

ADMIN ADMINISTRATION

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AHU AIR HANDLING UNIT

ALT ALTERNATE

APPROX APPROXIMATE

AR AS REQUIRED

ARCH ARCHITECT

AUX AUXILIARY

AVG AVERAGE

BD BOARD

BKG BACKING

BLDG BUILDING

BM BEAM OR BENCHMARK

BOT BOTTOM

BRCG BRACING

BRDG BRIDGING

BRDG JST BRIDGING JOIST

BRG BEARING

BRG PL BEARING PLATE

BSMT BASEMENT

BTWN BETWEEN

CBB CEMENTITIOUS (BACKER) BOARD

CJ CONSTRUCTION JOINT OR CONTROL JOINT

CL CENTER LINE

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONC FLR CONCRETE FLOOR

CONSTR CONSTRUCTION

CONTR CONTRACTOR

CONT CONTINIOUS

CT CERAMIC TILE

DEMO DEMOLITION

DET DETAIL

DIA DIAMETER

DIAG DIAGONAL DIAGRAM

DIAG DIAGRAM DIAGONAL

DIFF DIFFERENCE OR DIFFUSER

DIM DIMENSION

DOC DOCUMENT

DN DOWN

DR DOOR, DRAIN, OR DRIVE

DS DOWNSPOUT

EA EACH

EPS EXPANDED POLYSTYRENE BOARD

EQ EQUAL

EW EACH WAY

EXIST EXISTING

EXP EXPANSION OR EXPOSED

EXP BT EXPANSION BOLT

EXT EXTERIOR, EXTERNAL, OR EXTINGUISHER

EXT GR EXTERIOR GRADE

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FIN FINISH

FIN FLR FINISH FLOOR

FIN GR FINISH GRADE

FLR FLOOR

FLR FIN FLOOR FINISH

FRMG FRAMING

FT FEET OR FOOT

FTG FOOTING

ABBREVIATION MEANING

GALV GALVANIC OR GALVANIZED

GRTG GRATING

GSB GYPSUM SHEATHING BOARD

GWB GYPSUM WALL BOARD

GYP GYPSUM

GYP BD GYPSUM BOARD

HDR HEADER

HM HOLLOW METAL

HORIZ HORIZONTAL

HOSP HOSPITAL

HT HEIGHT

INSUL INSULATION

MAT MATERIAL

OC ON CENTER

OFD OVERFLOW DRAIN

PRELIM PRELIMINARY

PT PAINT, PNEUMATIC TUBE, OR PRESSURE

PTD PAINTED

PWR POWER

QTY QUANTITY

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REC RECESSED

REQD REQUIRED

RET RETARDANT

RHWS ROUND HEAD WOOD SCREW

RL ROOF LEADER

RO ROUGH OPENING

SAN SANITARY

SIM SIMILAR

SPEC SPECIFICATION

SPKLR SPRINKLER

STD STANDARD

STL PL STEEL PLATE

STRUCT STRUCTURAL

STRUCT STL STRUCTURAL STEEL

SUSP CLG SUSPENDED CEILING

SYS SYSTEM

TBD TO BE DETERMINED

TO TOP OF ___

TO FDN TOP OF FOUNDATION

TYP TYPICAL

VERT VERTICAL

VIF VERIFY IN FIELD

W/ WITH

W/O WITHOUT

WD WOOD

WP WATERPROOF

DESIGN DATA:

IN ITS COMPLETED STATE, AE DESIGN SERVICES FOR ROOF REPLACEMENT BUILDING 4

AND BUILDING 22 FOR THE BROCKTON VA MEDICAL CENTER IS DESIGNED FOR THE

FOLLOWING SURCHARGE LOADS. DO NOT EXCEED STATED SURCHARGE LOADS.

1. DEAD LOAD: STRUCTURE SELF WEIGHT

2. ROOF LIVE LOAD : 20 PSF

300 LB CONCENTRATED

3. SNOW LOAD: FLAT ROOF SNOW LOAD Pf = 26.5 PSF GROUND SNOW LOAD Pg = 35 PSF SNOW EXPOSURE FACTOR Ce = 1.0 SNOW LOAD IMPORTANCE FACTOR Is = 1.2 THERMAL FACTOR Ct = 1.0 DRIFT SURCHARGE Pd = 75 PSF DRIFT WIDTH w = 16'-0"

4. WIND LOAD : ULTIMATE DESIGN WIND SPEED, Vult = 136 MPH NOMINAL DESIGN WIND SPEED, Vasd = 106 MPH

RISK CATEGORY IV

IMPORTANCE FACTOR, Iw = 1.00

WIND EXPOSURE CATEGORY, B

INTERNAL PRESSURE COEFFICIENT, GCpi = +/-0.18

COMPONENTS AND CLADDING WIND PRESSURES

6. SEISMIC LOAD :

RISK CATEGORY IV

IMPORTANCE FACTORS, Ie = 1.50

SOIL SITE CLASS = D

MAPPED SPECTRAL ACCELERATIONS/RESPONSES

Ss = 0.218 S1 = 0.054

SDS = 0.233

SD1 = 0.093

SEISMIC DESIGN CATEGORY = C

SEISMIC RESISTING SYSTEM = SEISMIC DEMAND ON

NONSTRUCTURAL COMPONENTS

COMPONENT AMPLIFICATION FACTOR, ap = 2.5 COMPONENT RESPONSE MODIFICATION FACTOR, Rp = 1.5

EQUIVALENT LATERAL FORCE METHOD

HORIZONTAL FORCE, Fph = 0.233 x SELF WEIGHT VERTICAL FORCE, Fpv = ± 0.093 x SELF WEIGHT

ROOF DRAIN

VENT PIPE

VENTILATION HOOD WITH CURB

ROOF OR SMOKE HATCH

AREA BOUNDARY

LIGHTNING ROD

GROUND

CONDUCTOR

DEMOLITION

ELECTRIC

DEMOLISH/REMOVE

L LIGHT FIXTURE, WALL MOUNTED

HIGH POINT MARKER

KEYED NOTE

LOW POINT MARKER

FULL DOWNLEAD TO GROUND

COLUMN CENTER LINE

X

X X

X

BUILDING 4 COMPONENTS AND

CLADDING WIND LOAD SCHEDULE

COMPONENT ZONE

PRES (+VE)

(PSF)

PRES (-VE)

(PSF)

< =10 SF 2 14.7 -75.9

100 SF 2 11.6 -59.7

200 SF 2 11.6 -54.8

> 500 SF 2 11.6 -48.3

< = 10 SF 3 14.7 -103.4

100 SF 3 11.6 -71.0

200 SF 3 11.6 -61.2

> 500 SF 3 11.6 -48.3

BUILDING 22 COMPONENTS AND

CLADDING WIND LOAD SCHEDULE

COMPONENT ZONE

PRES (+VE)

(PSF)

PRES (-VE)

(PSF)

< =10 SF 1 12.5 -49.1

100 SF 1 9.9 -38.4

200 SF 1 9.9 -35.1

> 500 SF 1 9.9 -30.8

< = 10 SF 1' 12.5 -4.7

100 SF 1' 9.9 -4.7

500 SF 1' 9.9 -4.7

> 1000 SF 1' 9.9 -4.7

< = 10 SF 2 12.5 -64.8

100 SF 2 9.9 -51.0

200 SF 2 9.9 -46.8

> 500 SF 2 9.9 -41.3

< = 10 SF 3 12.5 -88.3

100 SF 3 9.9 -60.6

200 SF 3 9.9 -52.3

> 500 SF 3 9.9 -41.3

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Director

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10 on e ei gh th in ch o ne fo ot th re e in ch es o ne fo ot

6"

6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot

6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r in ch o ne fo ot

REV 0 - FINAL BID CONSTRUCTION DOCUMENTS 2023-09-21

FINAL BID CONSTRUCTION

DOCUMENTS

A/E ROOF REPLACEMENT BUILDING

4 AND 22

940 BELMONT STREET

BROCKTON, MA 02301

523A5-22-001

2023-09-21

GI002

GENERAL NOTES AND LEGENDS

4, 22

GHR CCW

ELECTRICAL GENERAL NOTES:

GENERAL DEMOLITION NOTES:

ARCHITECTURAL GENERAL NOTES:

1. THE CONTRACTOR SHALL COORDINATE ALL WORK ASSOCIATED WITH THIS PROJECT WITH THE SUB- CONTRACTORS, TO PROVIDE A COMPLETE AND FINISHED PROJECT. THIS FACILITY IS OCCUPIED. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MEANS AND METHODS OF CONSTRUCTION AND

SHALL BE RESPONSIBLE TO THE VA COR FOR PROVIDING A SAFE WORK ENVIRONMENT DURING THE

CONSTRUCTION PERIOD. THE CONTRACTOR SHALL ENSURE THE SAFETY OF PATIENTS AND VA

STAFF, IS NOT COMPROMISED DUE TO ANY CONSTRUCTION RELATED ACTIVITIES.

2. ALL MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN

INSTRUCTIONS AND RECOMMENDATIONS, UNLESS OTHERWISE NOTED.

3. DIMENSIONS AND DETAILS ARE BASED ON THE BEST AVAILABLE INFORMATION AND THE

CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING FIELD DIMENSIONS BEFORE ORDERING

MATERIALS AND PREFABRICATED ITEMS.

4. ALL WORK SHALL BE PERFORMED IN THE BEST AND MOST PROFESSIONAL MANNER BY CONTRACTOR

SKILLED IN THEIR RESPECTIVE TRADES.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTING AND CORRECTING HIS/HER OWN

WORKMANSHIP.

6. ALL WORKMANSHIP AND MATERIALS, UNLESS CARRYING A GUARANTEE BY A MANUFACTURER FOR A LONGER PERIOD OF TIME SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR PER CONTRACT AND

FAR REGULATIONS AS STIPULATED BY THE CONTRACTING OFFICER.

7. THE CONTRACTOR SHALL VISIT THE SITE TO VERIFY FIELD CONDITIONS.

8. THE CONTRACTOR SHALL MAKE EVERY EFFORT TO PREVENT THE SPREAD OF DUST, SMOKE, FUMES, ETC., THROUGHOUT THE BUILDING AND NEIGHBORHOOD. PROTECT ALL AIR INTAKES WITH CHARCOAL

FILTERS FOR ROOF APPLICATIONS.

9. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY SERVICES INCLUDING, ADEQUATE LIGHTING, WATER, TOILETS, POWER, HEAT, ETC. AS REQUIRED FOR WORKMAN, MATERIAL INSTALLATION, WORK

PROTECTION, ETC., OR AS DISCUSSED AND ALLOWED BY THE VA COR.

10. THE CONTRACTOR SHALL PROVIDE THE VA COR A COMPLETE MAINTENANCE AND OPERATIONAL INSTRUCTIONS IN BOTH WRITTEN AND VERBAL FORM FOR ALL CONTRACTOR PROVIDED EQUIPMENT.

11. THE CONTRACTOR SHALL REVIEW ALL CONSTRUCTION DOCUMENTS AND NOTIFY THE VA COR OF ANY INACCURACIES OR DISCREPANCIES IN THE DOCUMENTS AND IN FIELD CONDITIONS SHOWN ON THE

DRAWINGS IN A TIMELY MANNER.

12. THE CONTRACTOR SHALL PERFORM ALL WORK IN STRICT ACCORDANCE WITH ALL FEDERAL CODES, RULES, REGULATIONS AND ORDINANCES INCLUDING, BUT NOT LIMITED TO, THE INTERNATIONAL

ENERGY CONSERVATION CODE, THE INTERNATIONAL BUILDING CODE, AMERICAN NATIONAL

STANDARDS INSTITUTE (ANSI), NATIONAL FIRE PROTECTION ASSOCIATION (NFPA), AND

OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) WHETHER OR NOT INFORMATION

AND/OR WORK IS SPECIFICALLY SHOWN ON THE DRAWINGS.

13. THE CONTRACTOR SHALL BE AWARE THAT THE EXISTING FACILITY HAS THE POTENTIAL OF HAVING

OTHER CONSTRUCTION PROJECTS GOING ON AT THE SAME TIME. COORDINATE WITH VA COR.

14. THE CONTRACTOR IS RESPONSIBLE TO COORDINATE ALL MATERIAL DELIVERIES WITH VA COR AND VA

STAFF IN CHARGE OF THE LOADING DOCK. NO CONTRACTOR MATERIAL WILL BE STORED ON OR

AROUND LOADING DOCK UNLESS AUTHORIZED BY THE VA COR. THE VA WILL NOT RECEIVE

CONTRACTOR MATERIAL.

15. CONTRACTOR TO PROVIDE MULTIPLE CHUTES TO CONVEY CONSTRUCTION WASTE FROM ROOF

DOWN TO GROUND LEVEL. CONTRACTOR TO PROVIDE TEMPORARY WASTE RECEPTACLES UNDER

OUTPUT OF CHUTES TO TRANSPORT WASTE BETWEEN CHUTES AND DUMPSTER. PROTECT ALL

AREAS THAT TEMPORARY WASTE RECEPTACLES TRAVERSE. WASTE SHALL NOT PILE UP ON LOWER ROOFS OR GROUND. IMMEDIATELY RELOCATE WASTE TO DUMPSTER. NO CHUTES ARE ALLOWED FOR

ASBESTOS CONTAINING MATERIAL.

16. STOCK PILING OF NEW ROOFING MATERIALS ON EXISTING AND NEW ROOF AREAS IS NOT PERMITTED.

17. ALL WOOD BLOCKING SHALL BE PRESSURE TREATED AND FIRE RETARDANT WITH STAMP SHOWN.

18. CONTRACTOR SHALL SUBMIT A PLAN TO THE COR WITHIN 10 CALENDAR DAYS OF THE NTP FOR EACH

OF THE FOLLOWING: STAGING AREA IN PARKING LOT L AS WELL AS THE SCAFFOLDING, ELECTRIC

WINCH HOIST, DUMPSTER, AND CHUTE AREA FOR EACH PHASE OF WORK.

19. CONTRACTOR TO PROVIDE FIRE PREVENTION PLAN TO VA COR FOR REVIEW AND APPROVAL.

20. ALL LIFE-SAFETY SYSTEMS SHALL REMAIN OPERATIONAL THROUGHOUT THE DURATION OF THE

PROJECT. ANY INTERRUPTION OF THE LIFE-SAFETY SHALL BE COORDINATED WITH THE COR AHEAD

OF TIME.

21. THE CONTRACTOR WILL FOLLOW THE REQUIREMENTS SPELLED OUT ON THE HOT WORK PERMIT AND

SAFETY PROTOCOLS WHILE PERFORMING HOT WORK.

22. CONTRACTOR SHALL SUBMIT SCAFFOLDING SHOP DRAWINGS FOR EACH LOCATION SIGNED AND

SEALED BY A PE. EACH DRAWING IS TO BE SIGNED AND SEALED.

23. THE CONTRACTOR SHALL PROVIDE WRITTEN NOTIFICATION TO THE CONTRACTING OFFICER'S REPRESENTATIVE THIRTY (30) CALENDAR DAYS IN ADVANCE OF THE DATE WHICH THE SPECIAL

INSPECTION IS REQUIRED TO TAKE PLACE ON.

24. THE CONTRACTOR TO SUBMIT A PLAN TO PROTECT ODORS FROM ENTERING ANY OUTSIDE AIR

INTAKES IN THE VICINITY OF CONSTRUCTION ACTIVITIES.

1. EXISTING MECHANICAL EQUIPMENT, VENTS, PIPING, CONDUIT, EXHAUSTS, DUCTWORK SHALL EITHER BE LEFT IN PLACE OR TEMPORARILY RELOCATED FOR DEMOLITION/RE-ROOFING/FLASHING WORK TO

BE EXECUTED IN ACCORDANCE WITH THE DETAILS PROVIDED. ELECTRICAL AND MECHANICAL

EQUIPMENT REQUIRING TEMPORARY SHUTDOWN AND RE-START SHALL BE NOTED ON THE

EQUIPMENT SCHEDULES PROVIDED ON DRAWINGS. COORDINATE THOSE SHUTDOWNS WITH THE

BROCKTON VA, IF REQUIRED.

2. REMOVE ALL EXISTING ROOFING MATERIALS AT EACH ROOF AREA AS IDENTIFIED IN THE EXISTING ROOF TYPES ON EACH DEMOLITION PLAN, DOWN TO THE EXISTING ROOF DECK. REMOVALS SHALL INCLUDE ALL BASE FLASHING, METAL FLASHING AND OTHER MATERIALS ASSOCIATED WITH THE ROOF

AND IN ACCORDANCE WITH THE DETAILS.

3. IF ANY PREVIOUSLY-UNIDENTIFIED OR OTHERWISE UNANTICIPATED SUSPECT MATERIAL IS

IDENTIFIED DURING CONSTRUCTION, STOP WORK AND NOTIFY THE OWNER OR THEIR

REPRESENTATIVE FOR FURTHER DIRECTION. UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR

COLLECT AND/OR ANALYZE BULK SAMPLES OF SUSPECT MATERIALS WITHOUT THE APPROVAL OF

THE VA.

4. THE CONTRACTOR SHALL REPLACE ANY EXISTING FIRESTOPPING WHICH WAS DISLODGED OR

DAMAGED DURING CONSTRUCTION.

5. REMOVE ADHESIVES, ASPHALT, AND OTHER MATERIALS DOWN TO DECK; TO PROVIDE A UNIFORM, EVEN SUBSTRATE IN ACCORDANCE WITH GOOD PRACTICE AND NRCA INDUSTRY STANDINGS.

1. LOCATE AIR TERMINALS AS SHOWN. TAKE CARE TO INSURE THAT ALL POINTS ARE WITHIN 2'-0" OF OUTSIDE BUILDING EDGE, OUTSIDE CORNERS, RIDGE ENDS, AND THAT MAXIMUM SPACING DOES NOT

EXCEED 20'-0", AND THAT MINIMUM PROJECTION ABOVE OBJECT PROTECTED IS 10" (POINTS

PROJECTING 24" MAY BE SPACED AT 25' MAX).

2. MAINTAIN HORIZONTAL OR DOWNWARD COURSING OF MAIN CONDUCTOR AND INSURE THAT ALL

BENDS HAVE AT LEAST AN 8" RADIUS AND DO NOT EXCEED 90°.

3. ATTACH ALL EXPOSED ROOF, DOWN LEAD, AND BONDING CABLES AT 3'-0" ON CENTER MAXIMUM.

VERIFY COMPATIBILITY OF ADHESIVE ON MEMBRANE ROOF APPLICATIONS PRIOR TO INSTALLATION.

4. GROUND ELECTRODES SHALL BE INSTALLED AS SHOWN BUT IN NO INSTANCE SHALL THEY BE LESS THAN 1'-0" BELOW GRADE AND 2'-0" FROM FOUNDATION WALL DRIVEN RODS SHALL PENETRATE

EARTH AT LEAST 10'-0".

5. BOND TO WATER SERVICE AND OTHER PIPING SYSTEMS AS SHOWN AND AS REQUIRED BY CODES.

6. INTERCONNECT LIGHTNING PROTECTION GROUND TO ELECTRIC, TELEPHONE, AND OTHER BUILDING

GROUND SYSTEMS AS SHOWN OR AS REQUIRED BY CODE.

7. SYSTEM SHALL BE INSTALLED AS SHOWN TO INSURE PROPER CODE COMPLIANCE AND SYSTEM

CERTIFICATION. ANY MAJOR VARIANCE SHALL ENTAIL RE-SUBMITTAL AND NEW APPROVAL.

8. "AS-BUILT" DRAWINGS SHALL BE SUBMITTED IN ACCORDANCE WITH CERTIFICATION PROCEDURES.

9. ALL MATERIALS ARE UNDERWRITERS LABORATORIES APPROVED WITH LABELS ON CONDUCTORS AT

10'-0" INTERVALS AND LABELS ON ALL AIR TERMINALS.

GND

PHASE 2

PHASE 1

GRASS STAGING AREA

PORTION OF PARKING LOT

STAGING AREA

24 HOUR EXIT/

ENTRANCE

WORK AREA

POTENTIAL WEEKEND WORK AREA.

COORDINATE AVAILABILITY WITH VA

1 5

24 HOUR EXIT/

ENTRANCE

24 HOUR EXIT/

ENTRANCE

24 HOUR EXIT/

ENTRANCE

24 HOUR EXIT/

ENTRANCE

24 HOUR EXIT/

ENTRANCE

24 HOUR EXIT/

ENTRANCE

24 HOUR EXIT/

ENTRANCE

24 HOUR

EXIT/

ENTRANCE

X

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Director

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10 on e ei gh th in ch o ne fo ot th re e in ch es o ne fo ot

6"

6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot

6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r in ch o ne fo ot

REV 0 - FINAL BID CONSTRUCTION DOCUMENTS 2023-09-21

FINAL BID CONSTRUCTION

DOCUMENTS

A/E ROOF REPLACEMENT BUILDING

4 AND 22

940 BELMONT STREET

BROCKTON, MA 02301

523A5-22-001

2023-09-21

GC101

GENERAL PHASING AND STAGING

PLAN SITE

GHR CCW

SCALE: 1" = 100'-0"1

GENERAL PHASING AND STAGING PLAN

N

12. IF ANY MEANS OF EGRESS FROM THE BUILDINGS WILL BE BLOCKED BY THIS PROJECT

PROVIDE TEMPORARY LIFE SAFETY DRAWINGS DETAILING RE-ROUTED EGRESS

ROUTES. BLOCKAGE/OBSTRUCTUION WOULD INCLUDE FALLING DEBRIS AREAS OVER

EXTERIOR DOORWAYS AND FENCING ENCLOSURES THAT PREVENT OCCUPANTS FROM

REACHING A PUBLIC WAY. THIS INCLUDES TOTAL TRACEL DISTANCE, COMMON PATH OF

TRAVEL DISTANCE, DEAD END CORRIDORS, AND EGRESS CAPACITY.

11. THE CONTRACTOR SHALL SHOW THE FOLLOWING

A. WALKWAYS TO BE PROTECTED FROM CONSTRUCTION DAMAGE DURING

CONSTRUCTION AND BE FREE OF ALL DEBRIS FOR SAFE PASSAGE OF PEDESTRIANS

B. LOCATION OF TEMPORARY BARRIER SUCH AS CONES AND SAFETY TAPE

C. METHODS OF PROTECTING THE WALKWAY AND STREET ACCESS

10. THE CONTRACTOR SHALL SUBMIT A WORK PLAN TO THE VA PRIOR TO MOBILIZATION

9. THE CONTRACTOR SHALL SUBMIT THE FOLLOWING AS PART OF THEIR STAGING PLAN;

A. LOCATION OF FENCED AREAS

B. LOCATION AND METHOD OF PROTECTING 24 HOUR EXITS AND ENTRANCES

C. STOOGE CONTAINER LOCATIONS

D. DUMPSTER AND TRASH CHUTE LOCATIONS

E. LOCATION OF WORK AREAS

F. LOCATIONS OF TREE AND VEGETARION PROTECTION

8. ALL ON SITE TEMPORARY FACILITIES WILL BE REVIEWED WITH THE VA PROJECT

ENGINEER PRIOR TO INSTALLATION. MODIFICATIONS TO THIS PLAN MAY OCCUR

PERIODICALLY THROUGHOUT AS PROJECT NEEDS REQUIRE. TEMP CONTROLS TO BE...

7. ENSURE THAT FREE ACCESS FROM THE STRET FOR FIRE HYDRANTS AND THE

SPRINKLER SYSTEM FIRE DEPARTMENT CONNECTION IS MAINTAINED AT ALL TIMES.

ADD NECESSARY GUIDANCE AND DETAILS TO THE DRAWING TO ENSURE TEMPORARY...

6. CONTRACTOR'S VEHICLES SHALL NOT BE IDLING WITHIN 50 FEET OF ANY OUTSIDE AIR

INTAKE.

5. GAS POWERED EQUIPMENT IS NOT PERMITTED ON THIS PROJECT. THIS INCLUDES, BUT

IS NOT LIMITED TO WINCHES, LIFTS, ETC., WHICH SHALL BE ELECTRIC.

4. CONTRACTOR IS TO SUBMIT A STAGING PLAN FOR EACH PHASE AT THE START OF THE

CONSTRUCTION PROJECT (WITHIN 10 CALANDER DAYS OF THE NTP).

3. NOTIFY THE VA IN WRITING OF ALL SHUTDOWNS FOR EQUIPMENT, CELL SERVICE,

RADIO SERVICE, ETC. PER THE GUIDELINES SET FORTH ON THE DRAWINGS AND...

2. CONTRACTOR RESPONSIBLE FOR ALL MEANS AND METHODS,MOVEMENT, OF

MATERIAL,SAFETY PRECAUTIONS, STORAGE AND MAINTENANCE OF EXITS FROM THE

BUILDING.

1. SEE GI002 FOR NOTES AND LEGENDS.

GENERAL NOTES

SYMBOL DESCRIPTION

SYMBOLS AND LEGEND

AREA OF COVERED WALKWAY CANOPIES. REFER TO DRAWING

GI002 FOR CLOSURES, AND SAFETY PROCEDURES.

CONSTRUCTION FENCING AND GATE PER SPEC REQUIRED.

KEYED NOTES

1 PROVIDE COVERED TEMPORARY PROTECTION TO MAINTAIN PATHWAY FROM BUILDING

DURING CONSTRUCTION; REFER TO SECTION 01 35 26 SAFETY REQUIREMENTS.

2 PROTECT THREE (4) WALL LOUVERS AT PENTHOUSE DURING CONSTRUCTION TO LIMIT

ODORS INTO THE BUILDING.

3 PROTECT ONE (1) WALL LOUVER AT PENTHOUSE DURING CONSTRUCTION. 10' WIDE MIN

TO LIMIT ODORS INTO THE BUILDING.

4 WALKWAY BETWEEN FENCE AND BUILDING FOR EGRESS.

5 PROTECT EXIT/ENTRANCE BASEMENT AS PER KEY NOTE 1

6 PROTECT EXIT/ENTRANCE FROM FIRST FLOOR AS PER KEY NOTE 1. THIS INCLUDES

ENTRANCE ROOF AND A MINIMUM OF 12' FROM EDGE OF EX. ROOF

7 PROTECT TREES

8 LIMITED CLEARANCE

9 POTENTIAL LAY DOWN AREA

10 POTENTIAL CRANE LOCATION

11 POTENTIAL WORK AREA

12 THE BUILDING 4 EAST SIDE EXTERIOR COVERED AREA IS ABOVE THE TUNNEL AND

CANNOT SUPPORT VEHICLES/ACTIVITIES PROVIDE TEMPORARY FENCING TO PREVENT

VEHICLES IN THIS AREA

13 LOADING DOCK ACCESS TO REMAIN

14 PICNIC SITTING AREA TO REMAIN & BE PROTECTED

COVERED 24-HOUR ENTRANCE/EXIT.

A D

M A

T C

H

LI

E

96' - 0" 44' - 1"

42' - 1" 43' - 11" 40' - 9"90' - 6"

9'

0"

AD202

AD203

AD201

EXISTING ROOF

TO REMAIN

SLOPE

GUTTER

EXISTING

WALL

MOUNTED

LADDER

EXISTING WALL

MOUNTED LADDER

S

LO

P E

SLOPE

S

LO

P E

S

LO

P E

S

LO

P E

S

LO

P E

S

LO

P E

S

LO

P E

SLOPESLOPE

S

LO

P E

S

LO

P E

HP

HP

RD6 RD8

RD7 RD9

RD5

RD1

WV

DS

DS

RD2

RD3

RD10 RD12

RD11

WV

RD4

WV

WV

5 5

LP LP

5 5

HP

LP

LP

WV

WV

RTU A27

WV

LP

LP

WV

WV

EXISTING STAIRS

EQUIPMENT PLATFORMS

TO REMAIN

EQUIPMENT PLATFORMS

TO REMAIN

FAN UNIT

RD13

1 6

WV

AD503

AD503

AD503

AD503

AD503

AD503

AD503

AD503

AD503

AD503

AD502

AD503

AD503

AD502

HIGH

LOW

HIGH

HIGH

AD502

AD502

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Director

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10 on e ei gh th in ch o ne fo ot th re e in ch es o ne fo ot

6"

6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot

6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r in ch o ne fo ot

REV 0 - FINAL BID CONSTRUCTION DOCUMENTS 2023-09-21

FINAL BID CONSTRUCTION

DOCUMENTS

A/E ROOF REPLACEMENT BUILDING

4 AND 22

940 BELMONT STREET

BROCKTON, MA 02301

523A5-22-001

2023-09-21

AD101

ARCHITECTURAL DEMOLITION PLAN -

BLDG 4 WEST ROOF 4

DJS CCW

FULLY SPRINKLERED

SCALE: 3/32" = 1'-0"1

ARCHITECTURAL DEMOLITION PLAN - BLDG 4 WEST ROOF

KEYPLAN

N

2. THE CONTRACTOR IS TO PERFORM WORK SO AS NOT TO VOID THE WARRANTY OF THE

EXISTING ROOFING SYSTEMS TO REMAIN.

1. SEE GI002 FOR GI-SERIES NOTES AND LEGENDS.

GENERAL NOTES

N

KEYED NOTES

1 REMOVE WOOD BLOCKING, ALUMINUM COPING, FASCIA, AND PARAPET FLASHING.

2 GUARDRAILS TO REMAIN.

3 REMOVE WOOD STAIRS; REFER TO DETAIL 10/AD502.

4 REMOVE EXISTING CONDUIT AND PIPING SUPPORTS DURING ROOFING REMOVAL.

TEMPORARY SUPPORTS WILL BE REQUIRED DURING THE CONSTRUCTION PROCESS

PRIOR TO THE ROOF REPLACEMENT; REFER TO DETAILS 1/AD503, 2/AD503, AND 3/AD503.

5 REMOVE ROOF DRAIN; REFER TO DETAIL 2/AD501.

6 REMOVE BALLAST, BUILT-UP ROOFING, AND INSULATION DOWN TO EXISTING

CONCRETE DECK; REFER TO DETAIL 7/AD501.

7 REMOVE FLASHING AT WASTE VENTS; REFER TO DETAIL 8/AD502.

8 REMOVE REGLET FLASHING AT BASE OF WALL. REFER TO DETAIL 6/AD501.

9 REMOVE PITCH CURB. PROVIDE TEMPORARY PROTECTION DURING ROOF

CONSTRUCTION. REFER TO DETAIL 11/AD501.

10 REMOVE FLASHING AT THE BASE OF PIPE COLUMNS SUPPORTING THE EQUIPMENT

PLATFORMS; REFER TO DETAIL 9/AD501.

11 HVAC OUTLINE ON ROOF.

12 REMOVE 12" x 24" CONCRETE SPLASH BLOCKS.

13 REMOVE FLASHING AT DUCT SUPPORTS TO ROOF; REFER TO DETAIL 11/AD501.

14 REMOVE WOOD BLOCKING, FLASHING, AND EXPANSION JOINT; REFER TO DETAIL

7/AD502.

16 REMOVE ROOF HATCH. PROTECT OPENING PRIOR TO CONCRETE INFILL; REFER TO

DETAIL 5/AD502.

17 REMOVE GUTTERS AND FASCIA BELOW, INCLUDING DOWNSPOUTS; REFER TO DETAIL

4/AD502.

18 REMOVE BALLAST, BUILT-UP ROOFING, AND INSULATION DOWN TO EXISTING

CONCRETE DECK; REFER TO DETAIL 7/AD501.

19 REMOVE FLASHING AT FLUE VENT PIPE; REFER TO DETAIL 6/AD502.

20 REMOVE PITCH POCKETS FROM ELECTRICAL CONDUITS; REFER TO DETAIL 10/AD501.

21 REMOVE, STORE, AND REINSTALL WEIGHTED GUARDRAIL SYSTEM AND GATE AT

EXISTING ROOF LADDERS.

22 REMOVE CURB FLASHING FROM RAIL CURBS. ALUMINUM COPING AND CURBS TO

REMAIN; REFER TO DETAIL 5/AD501.

A D

M A

T C

H

LI

25' - 11 3/8" 36' - 5 5/8" 44' - 1" 96' - 0"

/2

42' - 1" 90' - 6"18' - 7" 40' - 9" 43' - 11"

9'

0"

AD202

AD203

AD201

SLOPE

SLOPE

GUTTER

S

LO

P E

EXISTING WALL

MOUNTED LADDER

EXISTING WALL MOUNTED LADDER

HP

HP

S

LO

P E

S

LO

P E

S

LO

P E

S

LO

P E

S

LO

P E

S

LO

P E

S

LO

P E

S

LO

P E

RD18 RD19

RD23

RD22

WV

WV

DS

DS

RD20RD17

RD24

WV

WV

RD16RD15

RD14

WV

WV

WV

WV

RD25 2 2

LP

LP

LP

HP

LP

CONDUITS ARE INSTALLED OVER

EXISTING EXPANSION JOINT

WV WV

WV

RTU A34 VENT THROUGH ROOF

RTU A33 VENT

THROUGH ROOF

WV

WVWV

RTU A35 VENT THROUGH ROOF

DUCT CURB

LP

LP

WV

DUCT WORK

ABOVE ROOF

DUCT WORK ABOVE ROOF

WV

DUCT WORK ABOVE ROOF

DUCT WORK ABOVE ROOF

DUCT WORK

ABOVE ROOF

WV

SLOPESLOPE

7 10

AD503

AD503

AD503

AD503

AD503

AD503

AD503

AD503

AD503

AD503

AD503

AD502

AD502

AD503

AD503

AD502

LOW

HIGH

AD502

LOW

AD501

LOW

AD502

LOW

LOW

AD502

R T

U A

RTU A27

R T

U A

RTU A34 VENT

THROUGH ROOF

AD502

AD502

RTU A33

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Director

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10 on e ei gh th in ch o ne fo ot th re e in ch es o ne fo ot

6"

6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot

6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r in ch o ne fo ot

REV 0 - FINAL BID CONSTRUCTION DOCUMENTS 2023-09-21

FINAL BID CONSTRUCTION

DOCUMENTS

A/E ROOF REPLACEMENT BUILDING

4 AND 22

940 BELMONT STREET

BROCKTON, MA 02301

523A5-22-001

2023-09-21

AD102

ARCHITECTURAL DEMOLITION PLAN -

BLDG 4 EAST ROOF 4

GHR CCW

FULLY SPRINKLERED

SCALE: 3/32" = 1'-0"1

ARCHITECTURAL DEMOLITION PLAN - BLDG 4 EAST ROOF

KEYPLAN

N

N

2. THE CONTRACTOR IS TO PERFORM WORK SO AS NOT TO VOID THE WARRANTY OF THE

EXISTING ROOFING SYSTEMS TO REMAIN.

1. SEE GI002 FOR NOTES AND LEGENDS.

GENERAL NOTES

KEYED NOTES

1 REMOVE WOOD BLOCKING, ALUMINUM COPING, FASCIA, AND PARAPET FLASHING.

2 GUARDRAILS TO REMAIN.

3 REMOVE WOOD STAIRS; REFER TO DETAIL 10/AD502.

4 REMOVE EXISTING CONDUIT AND PIPING SUPPORTS DURING ROOFING REMOVAL.

TEMPORARY SUPPORTS WILL BE REQUIRED DURING THE CONSTRUCTION PROCESS

PRIOR TO THE ROOF REPLACEMENT; REFER TO DETAILS 1/AD503, 2/AD503, AND 3/AD503.

5 REMOVE ROOF DRAIN; REFER TO DETAIL 2/AD501.

6 REMOVE BALLAST, BUILT-UP ROOFING, AND INSULATION DOWN TO EXISTING

CONCRETE DECK; REFER TO DETAIL 7/AD501.

7 REMOVE FLASHING AT WASTE VENTS; REFER TO DETAIL 8/AD502

8 REMOVE REGLET FLASHING AT BASE OF WALL. REFER TO DETAIL 6/AD501.

9 REMOVE TEMPORARY PITCH CURB. PROVIDE TEMPORARY PROTECTION DURING ROOF

CONSTRUCTION. REFER TO DETAIL 11/AD501.

10 REMOVE ROOF CRICKETS.

11 REMOVE CURB FLASHING AT HVAC EQUIPMENT. THE ROOF CURBS ARE TO REMAIN;

REFER TO DETAIL 1/AD501.

12 REMOVE FLASHING AT THE BASE OF PIPE COLUMNS SUPPORTING THE EQUIPMENT

PLATFORMS. REFER TO DETAIL 9/AD501.

13 HVAC OUTLINE ON ROOF.

14 REMOVE FLASHING AT DUCT SUPPORTS TO ROOF; REFER TO DETAIL 11/AD501.

15 REMOVE WOOD BLOCKING, FLASHING, AND EXPANSION JOINT; REFER TO DETAIL

7/AD502.

16 REMOVE GUTTERS AND FASCIA BELOW, INCLUDING DOWNSPOUTS; REFER TO DETAIL

4/AD502.

17 REMOVE 12" x 24" CONCRETE SPLASH BLOCKS.

18 REMOVE CURB FLASHING FROM RAIL CURBS. ALUMINUM COPING AND CURBS TO

REMAIN; REFER TO DETAIL 5/AD501.

19 REMOVE, STORE, AND REINSTALL WEIGHTED GUARDRAIL SYSTEM AND GATE AT

EXISTING ROOF LADDERS.

62' - 1 1/2" 35' - 9" 62' - 1 1/2"

30' - 0" 100' - 0" 30' - 0"

AD204

AD204

AD205

AD205

WV31

S

LO

P E S

LO

P

E

S

LO

P E

SLOPE

SLOPE

S

LO

P E S

LO

P

E

WV

WV

WV

SLOPE 8 SLOPE

5 5

14 14

1 10

1311 2

WV WV

8 1 10

WV25

1"

5'

9"

62' - 1 1/2" 35' - 9" 62' - 1 1/2"

160' - 0"

4'

0"

4'

0"

6 6

EXISTING WALL

MOUNTED LADDER

160' - 0"

4'

0"

WEATHER

VANE POLE

AD503

AD503

AD503

AD503

AD503

AD503

AD503

AD503

AD503

AD503

AD503

AD503

HIGH

HIGH

HIGH

AD503

HIGH

RD3

RD4

RD5

RD7

11 13 11 13 11 13

11 13

RD9 RD8

RD6RD2

RD1

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Director

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10 on e ei gh th in ch o ne fo ot th re e in ch es o ne fo ot

6"

6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot

6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r in ch o ne fo ot

REV 0 - FINAL BID CONSTRUCTION DOCUMENTS 2023-09-21

FINAL BID CONSTRUCTION

DOCUMENTS

A/E ROOF REPLACEMENT BUILDING

4 AND 22

940 BELMONT STREET

BROCKTON, MA 02301

523A5-22-001

2023-09-21

AD103

ARCHITECTURAL DEMOLITION PLAN -

BLDG 22 ROOF 22

GHR CCW

FULLY SPRINKLERED

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

ARCHITECTURAL DEMOLITION PLAN - BLDG 22 ROOF

KEYPLAN

N

N

3. THE CONTRACTOR IS TO PERFORM WORK SO AS NOT TO VOID THE WARRANTY OF THE

EXISTING ROOFING SYSTEMS TO REMAIN.

2. GAS LINE TO HVAC UNITS AT EACH UNIT, VERIFY LOCATION IN FEILD.

1. SEE GI002 FOR NOTES AND LEGENDS.

GENERAL NOTES

KEYED NOTES

1 REMOVE WOOD BLOCKING, ALUMINUM COPING, FASCIA, AND PARAPET FLASHING.

REFER TO DETAIL 5/AD503.

2 REMOVE MEMBRANE ROOFING, AND INSULATION DOWN TO CONCRETE DECK; REFER

TO DETAIL 13/AD501.

3 REMOVE TEMPORARY BLOCKING UNDER A/C UNITS. PROVIDE TEMPORARY ROOF CURB

DURING ROOF RECONSTRUCTION.

4 REMOVE EXISTING CONDUIT AND PIPING SUPPORTS DURING ROOFING REMOVAL.

TEMPORARY SUPPORTS WILL BE REQUIRED DURING THE CONSTRUCTION PROCESS

PRIOR TO THE ROOF REPLACEMENT; REFER TO DETAILS 1/AD503, 2/AD503, AND 3/AD503.

5 REMOVE ROOF DRAIN; REFER TO DETAIL 2/AD501.

6 REMOVE BALLAST, MEMBRANE ROOFING, AND INSULATION DOWN TO EXISTING

CONCRETE DECK; REFER TO DETAIL 7/AD501.

7 REMOVE FLASHING AT WASTE VENTS. REFER TO DETAIL 4/AD502.

8 REMOVE REGLET FLASHING AT BASE OF WALLS. REFER TO DETAIL 6/AD501.

9 REMOVE TEMPORARY PITCH CURB. PROVIDE TEMPORARY PROTECTION DURING ROOF

CONSTRUCTION. REFER TO DETAIL 11/AD501.

10 REMOVE ROOF CRICKETS.

11 REMOVE CURB FLASHING AT HVAC EQUIPMENT. THE ROOF CURBS ARE TO REMAIN.

REFER TO DETAIL 1/AD501.

12 REMOVE ROOF WALKWAY RUNNERS. REFER TO DETAIL 13/AD501.

13 HVAC OUTLINE ON ROOF.

14 REMOVE SCUPPER FLASHING. REFER TO DETAIL 8/AD501.

15 REMOVE CURB FLASHING AT FAN UNIT. REFER TO DETAIL 11/AD502.

SECOND FLOOR - BLDG 4

LOW POINT ROOF SLAB - BLDG 4

A D

M A

T C

H

LI

N E

FIRST FLOOR

BASEMENT FLOOR - BLDG 4

ELEVATION 112.46'

ELEVATION 123.00'

ELEVATION 134.50'

/2

/2

LOW POINT PENTHOUSE ROOF SLAB - BLDG 4

/1 AD101

1 1

ADDITION BY OTHERS

APPROXIMATE FINISHED

GRADE ELEVATION 121.50'

3 3

SECOND FLOOR - BLDG 4

LOW POINT ROOF SLAB - BLDG 4

A D

M A

T C

H

LI

N E

FIRST FLOOR

BASEMENT FLOOR - BLDG 4

ELEVATION 112.46'

ELEVATION 123.00'

ELEVATION 134.50'

/2

/2

LOW POINT PENTHOUSE ROOF SLAB - BLDG 4

/1 AD102

APPROXIMATE FINISHED

GRADE ELEVATION 121.50'

1 1

3 2

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

ARCHITECTURAL DEMOLITION NORTH ELEVATIONS - BLDG 4 (WEST SIDE)

SCALE: 1/8" = 1'-0"2

ARCHITECTURAL DEMOLITION NORTH ELEVATIONS - BLDG 4 (EAST SIDE)

N

KEYPLAN

(BUILDING 4)

AD202

1,2

AD201

1,2

AD203

AD203

UNIT C UNIT B

UNIT

A

2. REFER TO REMOVAL DRAWINGS AD101 AND AD102 FOR REMOVALS.

1. SEE GI002 FOR NOTES AND LEGENDS.

GENERAL NOTES

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Director

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10 on e ei gh th in ch o ne fo ot th re e in ch es o ne fo ot

6"

6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot

6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r in ch o ne fo ot

REV 0 - FINAL BID CONSTRUCTION DOCUMENTS 2023-09-21

FINAL BID CONSTRUCTION

DOCUMENTS

A/E ROOF REPLACEMENT BUILDING

4 AND 22

940 BELMONT STREET

BROCKTON, MA 02301

523A5-22-001

2023-09-21

AD201

ARCHITECTURAL DEMOLITION NORTH

ELEVATIONS - BLDG 4 4

GHR CCW

FULLY SPRINKLERED

KEYED NOTES

1 EXISTING GUARDRAILS TO REMAIN.

2 REMOVE, STORE, AND REINSTALL WEIGHTED GUARDRAIL SYSTEM AND GATE AT

EXISTING ROOF LADDERS.

3 REMOVE ALUMINUM COPING AND WOOD BLOCKING AT ROOF EDGE.

0-BASEMENT FL-working view 4

1-FIRST FL-working view 4

SECOND FLOOR - BLDG 4

LOW POINT ROOF SLAB - BLDG 4

A D

M A

T C

H

LI

N E

FIRST FLOOR

BASEMENT FLOOR - BLDG 4

LOW POINT PENTHOUSE ROOF SLAB - BLDG 4

/2

/2

/1 AD101

APPROXIMATE FINISHED

GRADE ELEVATION 121.50'

ADDITION BY OTHERS

ELEVATION 112.46'

ELEVATION 123.00'

ELEVATION 134.50'

SECOND FLOOR - BLDG 4

LOW POINT ROOF SLAB - BLDG 4

A D

M A

T C

H

LI

N E

FIRST FLOOR

BASEMENT FLOOR - BLDG 4

LOW POINT PENTHOUSE ROOF SLAB - BLDG 4

/2

/2

/1 AD102

APPROXIMATE FINISHED

GRADE ELEVATION 121.50'

2 1 1

ELEVATION 112.46'

ELEVATION 123.00'

ELEVATION 134.50'

3 3

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Director

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10 on e ei gh th in ch o ne fo ot th re e in ch es o ne fo ot

6"

6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot

6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r in ch o ne fo ot

REV 0 - FINAL BID CONSTRUCTION DOCUMENTS 2023-09-21

FINAL BID CONSTRUCTION

DOCUMENTS

A/E ROOF REPLACEMENT BUILDING

4 AND 22

940 BELMONT STREET

BROCKTON, MA 02301

523A5-22-001

2023-09-21

AD202

ARCHITECTURAL DEMOLITION SOUTH

ELEVATIONS - BLDG 4 4

GHR CCW

FULLY SPRINKLERED

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

ARCHITECTURAL DEMOLITION SOUTH ELEVATIONS - BLDG 4 (WEST SIDE)

SCALE: 1/8" = 1'-0"2

ARCHITECTURAL DEMOLITION SOUTH ELEVATIONS - BLDG 4 (EAST SIDE)

2. REFER TO REMOVAL DRAWINGS AD101 AND AD102 FOR REMOVALS.

1. SEE GI002 FOR NOTES AND LEGENDS.

GENERAL NOTES

N

KEYPLAN

(BUILDING 4)

AD202

1,2

AD201

1,2

AD203

AD203

UNIT C UNIT B

UNIT

A

KEYED NOTES

1 EXISTING GUARDRAILS TO REMAIN.

2 REMOVE, STORE, AND REINSTALL WEIGHTED GUARDRAIL SYSTEM AND GATE AT

EXISTING ROOF LADDERS.

SECOND FLOOR - BLDG 4

LOW POINT ROOF SLAB - BLDG 4

FIRST FLOOR

BASEMENT FLOOR - BLDG 4

LOW POINT PENTHOUSE ROOF SLAB - BLDG 4

/2

/2

/1 AD101

APPROXIMATE FINISHED

GRADE ELEVATION 121.50'

1 1

ELEVATION 112.46'

ELEVATION 123.00'

ELEVATION 134.50'

23 3

SECOND FLOOR - BLDG 4

LOW POINT ROOF SLAB - BLDG 4

FIRST FLOOR

BASEMENT FLOOR - BLDG 4

LOW POINT PENTHOUSE ROOF SLAB - BLDG 4

/2

/2

/1 AD102

APPROXIMATE FINISHED

GRADE ELEVATION 121.50'

ELEVATION 112.46'

ELEVATION 123.00'

ELEVATION 134.50'

3 3

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Director

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10 on e ei gh th in ch o ne fo ot th re e in ch es o ne fo ot

6"

6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot

6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r in ch o ne fo ot

REV 0 - FINAL BID CONSTRUCTION DOCUMENTS 2023-09-21

FINAL BID CONSTRUCTION

DOCUMENTS

A/E ROOF REPLACEMENT BUILDING

4 AND 22

940 BELMONT STREET

BROCKTON, MA 02301

523A5-22-001

2023-09-21

AD203

ARCHITECTURAL DEMOLITION WEST

AND EAST ELEVATIONS - BLDG 4 4

GHR CCW

FULLY SPRINKLERED

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

ARCHITECTURAL DEMOLITION WEST ELEVATION - BLDG 4

SCALE: 1/8" = 1'-0"2

ARCHITECTURAL DEMOLITION EAST ELEVATION - BLDG 4

2. REFER TO REMOVAL DRAWINGS AD101 AND AD102 FOR REMOVALS

1. SEE GI002 FOR NOTES AND LEGENDS.

GENERAL NOTES

N

KEYPLAN

(BUILDING 4)

AD202

1,2

AD201

1,2

AD203

AD203

UNIT C UNIT B

UNIT

A

KEYED NOTES

1 EXISTING GUARDRAILS TO REMAIN.

2 REMOVE, STORE, AND REINSTALL WEIGHTED GUARDRAIL SYSTEM AND GATE AT

EXISTING ROOF LADDERS.

FIRST FLOOR - BLDG 22

LOW POINT PENT HOUSE ROOF SLAB - BLDG 22

HIGH POINT POINT ROOF SLAB - BLDG 22

LOW POINT PENTHOUSE ROOF SLAB - BLDG 22

SECOND FLOOR - BLDG 22

9'

/4

3'

8"

/1 AD103

APPROXIMATE FINISHED GRADE

2 1

FIRST FLOOR - BLDG 22

LOW POINT PENT HOUSE ROOF SLAB - BLDG 22

HIGH POINT POINT ROOF SLAB - BLDG 22

LOW POINT PENTHOUSE ROOF SLAB - BLDG 22

SECOND FLOOR - BLDG 22

3'

8" 9'

/4

/1 AD103

APPROXIMATE FINISHED GRADE

2 2

2 1

1 2 2

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Director

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10 on e ei gh th in ch o ne fo ot th re e in ch es o ne fo ot

6"

6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot

6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r in ch o ne fo ot

REV 0 - FINAL BID CONSTRUCTION DOCUMENTS 2023-09-21

FINAL BID CONSTRUCTION

DOCUMENTS

A/E ROOF REPLACEMENT BUILDING

4 AND 22

940 BELMONT STREET

BROCKTON, MA 02301

523A5-22-001

2023-09-21

AD204

ARCHITECTURAL DEMOLITION NORTH

AND SOUTH ELEVATION - BLDG 22 22

GHR CCW

FULLY SPRINKLERED

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

ARCHITECTURAL DEMOLTION WEST ELEVATION - BLDG 22

SCALE: 1/8" = 1'-0"2

ARCHITECTURAL DEMOLTION EAST ELEVATION - BLDG 22

KEYPLAN

(BUILDING 22)

AD204

AD204

AD205

AD205

N

2. REFER TO REMOVAL DRAWING AD103 FOR REMOVALS

1. SEE GI002 FOR NOTES AND LEGENDS

GENERAL NOTES

KEYED NOTES

1 REMOVE, STORE, AND REINSTALL COPPER WASTE PIPE COVERS (2) PIECES EACH

2 REMOVE ALUMINUM COPING AND WOOD BLOCKING AT ROOF EDGE

FIRST FLOOR - BLDG 22

ELEVATION 123.00'

ELEVATION 112.00'

LOW POINT PENT HOUSE ROOF SLAB - BLDG 22

HIGH POINT POINT ROOF SLAB - BLDG 22

LOW POINT PENTHOUSE ROOF SLAB - BLDG 22

SECOND FLOOR - BLDG 22

9'

/4

3'

8"

/1 AD103

APPROXIMATE FINISHED GRADE

2 2

FIRST FLOOR - BLDG 22

ELEVATION 123.00'

ELEVATION 112.00'

LOW POINT PENT HOUSE ROOF SLAB - BLDG 22

HIGH POINT POINT ROOF SLAB - BLDG 22

LOW POINT PENTHOUSE ROOF SLAB - BLDG 22

SECOND FLOOR - BLDG 22

3'

8" 9'

/4

/1 AD103

APPROXIMATE FINISHED GRADE

2 1 2

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Director

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10 on e ei gh th in ch o ne fo ot th re e in ch es o ne fo ot

6"

6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot

6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r in ch o ne fo ot

REV 0 - FINAL BID CONSTRUCTION DOCUMENTS 2023-09-21

FINAL BID CONSTRUCTION

DOCUMENTS

A/E ROOF REPLACEMENT BUILDING

4 AND 22

940 BELMONT STREET

BROCKTON, MA 02301

523A5-22-001

2023-09-21

AD205

ARCHITECTURAL DEMOLITION WEST

AND EAST ELEVATIONS - BLDG 22 22

GHR CCW

FULLY SPRINKLERED

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

ARCHITECTURAL DEMOLTION SOUTH ELEVATION - BLDG 22

SCALE: 1/8" = 1'-0"2

ARCHITECTURAL DEMOLTION NORTH ELEVATION - BLDG 22

2. REFFER TO REMOVAL DRAWING AD103 FOR REMOVALS

1. SEE GI002 FOR NOTES AND LEGENDS.

GENERAL NOTES

KEYPLAN

(BUILDING 22)

AD204

AD204

AD205

AD205

N

KEYED NOTES

1 REMOVE, STORE, AND REINSTALL WEIGHTED GUARDRAIL SYSTEM AND GATE AT ROOF

EXISTING LADDERS

2 REMOVE ALUMINUM COPING AND WOOD BLOCKING AT ROOF EDGE

EXISTING CAST IRON DRAIN BOWL

AND LEADER PIPE TO REMAIN

REMOVE

STRAINER AND

DRAIN

REMOVE ROOFING AND

INSULATION DOWN TO THE

CONCRETE DECK TYP

REFER TO ROOF PLANS

FOR DRAIN DIAMETERS

REMOVE WOOD

BLOCKING, ALUMINUM

COPING AND EDGE

FLASHING

REMOVE ROOFING AND INSULATION

DOWN TO CONCRETE DECK

EXISTING CONCRETE DECK

1'-0"

REMOVE FLASHING BOX

OR FLASHING AS

REQUIRED

REMOVE FLANGED CABLE

PENETRATION FLASHING

CONDUIT TO REMAIN

REMOVE CONTINUOUS

BACKER ROD AND SEALANT

REMOVE SURFACE MOUNTED

REGLET RECEIVER

REMOVE ALUMINUM SPRING

LOCK FLASHING PIECE

REMOVE SEALANT,

COUNTERFLASHING

AND FLASHING

EXISTING WALL

REMOVE REINFORCED

FLASHING MEMBRANE

EXISTING BRICK

EXISTING FLAT CONCRETE

DECK TO REMAIN

REMOVE ROOFING AND INSULATION

DOWN TO CONCRETE DECK

REMOVE STONE BALLAST

1/8"/ FT

SLOPE

REMOVE SCUPPER

SECTION A-A

A

A

EXISTING CONCRETE DECK

SLOPE

8" BLOCK

4" BRICK

REMOVE ALUMINUM WALL CAP

REMOVE WOOD BLOCKING

REMOVE ROOF SYSTEM

2"

REMOVE SCUPPER

8" 1'-1"

EXISTING SLOPED

CONCRETE DECK TO REMAIN

REMOVE ROOFING AND INSULATION

DOWN TO CONCRETE DECK1/8"/ FT

SLOPE

REMOVE FLASHING

EXISTING STRUCTURAL PIPE

OR I-BEAM SUPPORT, FIELD

VERIFY

UPPER PLATFORM FRAMING

ROOF SYSTEM AS SPECIFIED

EXISTING SLOPED

CONCRETE DECK TO REMAIN

REMOVE ROOFING AND INSULATION

DOWN TO CONCRETE DECK

RTU TO REMAIN

REMOVE FLASHING

FLASHING AT RTU CURBS MAY VARY (VIF)

REMOVE FLASHING

INSULATED METAL

CURB TO REMAIN

WOOD NAILER

EXISTING CONCRETE DECK REMOVE EXISTING ROOF

SYSTEM AND INSULATION

/1 AD102

/1 AD102

/1 AD101

/1 AD103

REMOVE ROOF SYSTEM TYP EXISTING CONCRETE DECK

REMOVE ROOF SYSTEM

DOWN TO CONCRETE DECK

WOOD BLOCKING TO REMAIN

REMOVE FLASHING

METAL CAP

WOOD BLOCKING TO REMAIN

NEOPRENE PAD

HVAC UNIT; TO REMAINALUMINUM CAP TO REMAIN

3" 2"

1'

0"

1/ 2"

/1 AD102

/1 AD101

/1 AD101

/1 AD102 /1 AD102

/1 AD101

/1 AD103

EXISTING CONCRETE DECK

ELEVATE POURABLE SEALER

CUT PVC PIPE

PENETRATION POCKET

TPO QUICKPRIME

TPO MEMBRANE ADHESIVE

INSULATION AND ROOF

SYSTEM PER SCHEDULE

NUMBER OF PIPES AND CONDUITS VARIES

SIZE VARIES

/1 AD101

/1 AD101

/1 AD103

REMOVE WALK WAY RUNNER

EXISTING STEEL TUBE SUPPORT;

SIZES VARY FROM 2"X2" TO 4"X4"

REMOVE INSULATION

AND ROOF SYSTEM

EXISTING CONCRETE DECK

REMOVE ELEVATE POURABLE SEALER

REMOVE PENETRATION POCKET

STEEL PLATE

/1 AD102

/1 AD101

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Director

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10 on e ei gh th in ch o ne fo ot th re e in ch es o ne fo ot

6"

6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot

6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r in ch o ne fo ot

REV 0 - FINAL BID CONSTRUCTION DOCUMENTS 2023-09-21

FINAL BID CONSTRUCTION

DOCUMENTS

A/E ROOF REPLACEMENT BUILDING

4 AND 22

940 BELMONT STREET

BROCKTON, MA 02301

523A5-22-001

2023-09-21

AD501

ARCHITECTURAL DEMOLITION ROOF

REMOVAL DETAILS 4, 22

GHR CCW

FULLY SPRINKLERED

SCALE: NTS1

ROOF SYSTEM AND INSULATION REMOVAL DETAIL

SCALE: 1" = 1'-0"2

RETROFIT ROOF DRAIN REMOVAL DETAIL

SCALE: 1 1/2" = 1'-0"3

TYP COPING REMOVAL DETAIL

SCALE: 1" = 1'-0"4

TYP CONDUIT / CABLE PENETRATION DETAIL

SCALE: 1 1/2" = 1'-0"5

HVAC EQUIPMENT CURB REMOVAL DETAIL

SCALE: 1 1/2" = 1'-0"6

COUNTERFLASHING REMOVAL DETAILS

SCALE: NTS7

ROOF ASSEMBLY REMOVAL DETAIL

SCALE: 1 1/2" = 1'-0"8

TYP SCUPPER REMOVAL DETAIL

SCALE: NTS12

TYP ROOF ASSEMBLY REMOVAL DETAIL

SCALE: NTS10

PENETRATION WITH QUICKSEAM 6" PENETRATION POCKET

SCALE: 1" = 1'-0"9

TYP STRUCTURAL PLATFORM SUPPORT PENETRATION REMOVAL DETAIL

SCALE: NTS13

ROOF ASSEMBLY REMOVAL DETAIL

SCALE: NTS11

PENETRATION WITH QUICKSEAM 8" PENETRATION POCKET REMOVAL

1. SEE GI002 FOR NOTES AND LEGENDS.

GENERAL NOTES

REMOVE ROOF AND INSULATION SYSTEM

EXISTING CONCRETE DECK

1'-6"

2" 8"8"

REMOVE EXPANSION JOINT AND METAL COPING

REMOVE FLASHING

REMOVE WOOD BLOCKING

2" 3"

EXISTING BLOCK TO REMAIN

REMOVE FLASHING TYP

1'-0"

EXISTING WALL

V A

R

IE

S

EXISTING CONCRETE SLAB

REMOVE ROOD MEMBRANE,

INSULATION, AND BALLAST

REMOVE WOOD BLOCKING

REMOVE ALUMINUM COPING

REMOVE PARAPET FLASHING

EXISTING CONCRETE SLAB

EXISTING 2"x12" ROOF

CURB TO REMAIN

RTU UNIT

REMOVE FLASHING REMOVE ROOF MEMBRANE,

INSULATION, AND BALLAST

REMOVE 2"x6" WOOD BLOCKING

BRACKET ATTACHED

TO WALL

GUARDRAIL TO REMAIN

REMOVE METAL COPING AND WOOD BLOCKING

REMOVE FLASHING

REMOVE ROOF MEMBRANE,

INSULATION, AND BALLAST

4" 8"

2" 3"

REMOVE FLASHING TYP

PIPE OR FLUE VENT TO REMAIN

REMOVE ROOFING AND INSULATION

EXISTING CONCRETE DECKROUND PENETRATION

REMOVE FLASHING

CONCRETE

DECK

REMOVE ROOF

SYSTEM DOWN

TO CONC DECK

VENT STACK TO REMAIN

2"

REMOVE (2) PC

COPPER VENT BOOT;

TOP IS REMOVABLE

FOR MAINTENANCE

3"

REMOVE EXPANSION JOINT

REMOVE ALUMINUM COPING

REMOVE WOOD BLOCKING

EXISTING 12" BLOCK BEYOND

8"2"1'-0"

EXISTING 8" BLOCK TO REMAIN

REMOVE ROOF COVERING AND HATCH

REMOVE FLASHING OVER HATCH

REMOVE DORMANT ROOF HATCH AND CURB

2" 3"

REMOVE MEMBRANE

ROOF AND INSULATION

EXISTING CONCRETE DECK

EXHAUST ROOF

FAN TO REMAIN

REMOVE STONE

BALLAST

CURB TO

REMAIN

EXISTING CONCRETE DECK

EXISTING

4" BRICK

EXISTING

8" CMU

REMOVE

COPINGREMOVE WOOD COPING

REMOVE FLASHING

REMOVE ROOF AND

INSULATION

H E

IG

H

T V

A R

IE

S

EXISTING CONCRETE DECK

1/8"/ FT

SLOPE

1/8"/ FT

SLOPE

REMOVE ROOF SYSTEM,

INSULATION, AND BALLAST ROOF HIGH POINT

ELEVATION

11" 3' - 4" 11"

1'

4"

REMOVE WOOD

CONSTRUCTION AT

LANDING AND STAIRS

STRINGER BEYOND TYP

REMOVE ROOF SYSTEM

DOWN TO CONCRETE DECK

EXISTING CONCRETE DECK

REFER TO EXPANSION JOINT DETAIL

7/AD502 FOR REMOVAL DESCRIPTION

MASONRY TO REMAIN

/1 AD102

/1 AD101

REMOVE WOOD BLOCKING

REMOVE FLASHING

REMOVE GUTTER

AND DOWNSPOUT

BRICK

CMU

REMOVE FLASHING BELOW GUTTER

/1 AD102

/1 AD101

/1 AD101

/1 AD102

/1 AD101

/1 AD102

/1 AD101 /1 AD101

/1 AD102

/1 AD101

/1 AD102

/1 AD101

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Director

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10 on e ei gh th in ch o ne fo ot th re e in ch es o ne fo ot

6"

6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot

6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r in ch o ne fo ot

REV 0 - FINAL BID CONSTRUCTION DOCUMENTS 2023-09-21

FINAL BID CONSTRUCTION

DOCUMENTS

A/E ROOF REPLACEMENT BUILDING

4 AND 22

940 BELMONT STREET

BROCKTON, MA 02301

523A5-22-001

2023-09-21

AD502

ARCHITECTURAL DEMOLITION ROOF

REMOVAL DETAILS 4, 22

GHR CCW

FULLY SPRINKLERED

SCALE: 1" = 1'-0"10

WOOD STAIR REMOVAL DETAIL

SCALE: 1 1/2" = 1'-0"4

GUTTER REMOVAL DETAIL

SCALE: 1 1/2" = 1'-0"7

EXPANSION JOINT REMOVAL DETAIL

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

TYP PARAPET WALL REMOVAL DETAIL

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

TYP FLASHING REMOVAL AT RTU DETAIL

SCALE: 1 1/2" = 1'-0"3

TYP GUARDRAIL REMOVAL DETAIL

SCALE: NTS6

FLASHING AT PIPE OR FLUE VENT PENETRATION REMOVAL DETAIL

SCALE: 1 1/2" = 1'-0"8

ROOF VENT FLASHING REMOVAL DETAIL

SCALE: 1 1/2" = 1'-0"9

EXPANSION JOINT DETAIL

SCALE: 1 1/2" = 1'-0"5

ROOF HATCH REMOVAL DETAIL

SCALE: 1 1/2" = 1'-0"11

TYP EXHAUST FAN FLASHING REMOVAL DETAIL

SCALE: 1 1/2" = 1'-0"12

TYP ROOF AND FLASHING REMOVAL DETAIL

SCALE: 3" = 1'-0"13

RIDGE REMOVAL DETAIL

1. SEE GI002 FOR NOTES AND LEGENDS.

A A

ROLLER IN MINIMUM

POSITION

7/16-14 THREAD

REMOVE ROOF PIPE SUPPORTS. DIMENSIONS

VARY. PIPES NOT SHOWN FOR CLARITY

ELEVATION SECTION A-A

A A

ELEVATIONSECTION A-A

ISOMETRICPLAN REMOVE ROOF CONDUIT

SUPPORTS. DIMENSIONS VARY.

CONDUIT NOT SHOWN FOR

CLARITY

A A

ELEVATIONSECTION A-A ISOMETRIC

REMOVE ROOF PIPE SUPPORTS.

DIMENSIONS VARY. PIPE NOT

SHOWN FOR CLARITY

NOTE:

CONSULT THE ROOFING SYSTEM MANUFACTURER FOR APPROVED PAVERS.

EXISTING CONCRETE DECK

ROOF

REMOVE EPDM ROOF PAVERS

2"

REMOVE ROOF SYSTEM

REMOVE WOOD BLOCKING

REMOVE ALUMINUM COPING REMOVE ROOF MEMBRANE,

INSULATION, AND BALLAST

EXISTING

BRICK TO

REMAIN

EXISTING CONCRETE

STRUCTURE TO REMAIN

REMOVE ROOF SYSTEM

EXISTING

CONCRETE DECK

REMOVE CAP AND

WOOD BLOCKING

BRICK

8" BLOCK

/1 AD102

/1 AD101

/1 AD103

/1 AD102

/1 AD101

/1 AD103

REMOVE ROOF PIPE SUPPORTS.

DIMENSIONS VARY. PIPES NOT

SHOWN FOR CLARITY

/1 AD102

/1 AD101

/1 AD103

/1 AD103 /1 AD101

/1 AD102

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Director

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10 on e ei gh th in ch o ne fo ot th re e in ch es o ne fo ot

6"

6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot

6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r in ch o ne fo ot

REV 0 - FINAL BID CONSTRUCTION DOCUMENTS 2023-09-21

FINAL BID CONSTRUCTION

DOCUMENTS

A/E ROOF REPLACEMENT BUILDING

4 AND 22

940 BELMONT STREET

BROCKTON, MA 02301

523A5-22-001

2023-09-21

AD503

ARCHITECTURAL DEMOLITION ROOF

REMOVAL DETAILS 4, 22

GHR CCW

FULLY SPRINKLERED

SCALE: NTS1

ROOF PIPE SUPPORTS REMOVAL DETAIL

SCALE: NTS3

ROOF CONDUIT SUPPORTS REMOVAL DETAIL

SCALE: NTS2

ROOF PIPE SUPPORTS REMOVAL DETAIL

SCALE: 1" = 1'-0"4

TYP ROOF PAVER REMOVAL DETAIL

SCALE: 1 1/2" = 1'-0"5

ROOF EDGE REMOVAL DETAIL

SCALE: 1 1/2" = 1'-0"6

FASCIA DETAIL

1. SEE GI002 FOR NOTES AND LEGENDS.

A -1

M A

T C

H

LI

WV

AHU

RD12

RTU A27

RD5

RD1 RD3

RD9

RD7

RD6

WV

WV

WV

WV

WV WV

WV

WV

RD13

EXISTING ROOF

TO REMAIN

SLOPE

GUTTER

EXISTING WALL

MOUNTED

LADDER

EXISTING WALL

MOUNTED LADDER

S

LO

P E

SLOPE

S

LO

P E

S

LO

P E

S

LO

P E

S

LO

P E

S

LO

P E

S

LO

P E

SLOPESLOPE

S

LO

P E

S

LO

P E

HP

HP

LP LP

HP

LP

LP

LP

LP

EXISTING STAIRS

EQUIPMENT PLATFORMS

TO REMAIN

EQUIPMENT

PLATFORMS TO

REMAIN

96' - 0" 44' - 1" 36' - 6 1/2" 25' - 10 1/2"

42' - 1" 43' - 11" 40' - 9"90' - 6"

9'

0"

1 1

1 1

161616

15 15

WV

EXISTING ROOF

TO REMAIN

S

LO

P E

3'

3"

/2

/2

WV

RD11

RD10

RD2

RD8

A-504

RD4

20 21

20 21

20 21

15' - 0"

15' - 0"

15' - 0"

A-504

SIM

A-502

A-502

A-502

A-502

A-501

A-502

A-502

A-504

A-504

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Director

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10 on e ei gh th in ch o ne fo ot th re e in ch es o ne fo ot

6"

6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot

6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r in ch o ne fo ot

REV 0 - FINAL BID CONSTRUCTION DOCUMENTS 2023-09-21

FINAL BID CONSTRUCTION

DOCUMENTS

A/E ROOF REPLACEMENT BUILDING

4 AND 22

940 BELMONT STREET

BROCKTON, MA 02301

523A5-22-001

2023-09-21 A-101

ARCHITECTURAL PLAN - BLDG 4 WEST

ROOF 4

GHR CCW

FULLY SPRINKLERED

SCALE: 3/32" = 1'-0"1

ARCHITECTURAL PLAN - BLDG 4 WEST ROOF

KEYPLAN

N

N

6. CONTRACTOR TO VERIFY ROOF DRAIN SIZES IN FIELD.

5. ROOF SYSTEM CONTINUES BELOW ROOFTOP DUCTWORK AND EQUIPMENT

PLATFORMS. THE DUCTWORK IS ELEVATED OFF THE ROOF AND IS SUPPORTED BY

STANTIONS ATTACHED TO THE ROOF DECK. CONTRACTOR SHALL VERIFY QUANTITY IN

FIELD AND IS RESPONSIBLE FOR FLASHING THESE INTO THE NEW ROOF.

4. THE CONTRACTOR IS TO PREFORM WORK SO AS NOT TO VOID THE WARRANTY OF THE

EXISTING ROOFING SYSTEM TO REMAIN.

3. GUARDRAILS TO BE REMOVED IN PHASING AS NOT TO LEAVE THE ENTIRE ROOF

UNPROTECTED.

2. GUARDRAILS…