36C24119R0029-007.pdf

PARTITION TYPE LEGEND

METAL STUDS @ 16" O.C., x REFER TO SPEC'S FOR GA./MIL THICKNESSS

CONCRETE MASONRY UNITS (CMU)

METAL STUDS @ 12" O.C./ FURRING CHANNELS / HAT CHANNELS/ Z-

FURRING CHANNELS x REFER TO SPECS FOR GA./MIL THICKNESS

M

F

SHAFT ASSEMBLY, METAL C-H STUDSSH

MATERIAL DESIGNATION

SIZE SUFFIX

TEMPORARY BARRIERS. METAL STUDS x REFER TO SPEC'S FOR GA./MIL

THICKNESS

T

1 5/8" METAL STUDS, OR 7/8" / 1 1/2" HAT CHANNELS (SEE

REMARKS)

2 1/2" METAL STUDS OR 2" / 2 1/2" Z FURRING CHANNELS OR 2-1/2" C-H

STUDS (SEE REMARKS)

3 5/8" METAL STUDS3

4" CONCRETE MASONRY UNIT (CMU) OR 4" METAL STUDS4

6" CONCRETE MASONRY UNIT (CMU) OR 6" METAL STUDS6

8" CONCRETE MASONRY UNIT (CMU) OR 8" METAL STUDS8

10" CONCRETE MASONRY UNIT (CMU) 10

12" CONCRETE MASONRY UNIT (CMU) 12

RATING SUFFIX

1 HR RATED CMU OR METAL STUD PARTITION (PER UL DESIGN NO.)1

2 HR RATED CMU OR METAL STUD PARTITION (PER UL DESIGN NO.)2

3 HR RATED CMU OR METAL STUD PARTITION (PER UL DESIGN NO.)3

ACCESSORIES SUFFIX

ABUSE RESISTANT GYPSUM WALL BOARD- REFER TO SPECIFICATIONSa

GENERAL PARTITION NOTES

ALL PARTITION EXTEND TO BOTTOM OF CONCRETE FLOOR TO METAL DECK ABOVE

UNLESS OTHERWISE INDICATED.

FILL FLUTES IN METAL DECK ABOVE PARTITION WITH FIRE SAFING INSULATION AND FIRE

STOP ENTIRE PERIMETER AT RATED PARTITIONS, AND EXTERIOR WALLS

WITH A UL LISTED JOINT SYSTEM FIRESTOP ASSEMBLY.

PROVIDE DEFLECTION TRACKS AT METAL STUD PARTITIONS THAT TERMINATE AT THE

UNDERSIDE OF STRUCTURE/ METAL DECK ABOVE.

ALL NON-BEARING PARTITIONS SHALL BE CONSTRUCTED TOLIMIT DEFLECTION TO

L/362 OF THE SPAN WITH UNIFORM 5 PSF HORIZONTAL LOADING.

ALL PENETRATIONS IN FIRE RATED PARTITIONS TO BE FIRE STOPPED AND SEALED.

ALL PARTITIONS SHALL BE SEALED TO PREVENT PASSAGE OF SMOKE.

CONTRACTOR TO REFER TO CODE/LIFE SAFETY DRAWINGS FOR RATED PARTITIONS.

PROVIDE MOSITURE RESISTANT GYPSUM BOARD AT ALL WET LOCATONS AND AREAS TO

TO RECEIVE WALL TILE, REFER TO SPECIFICATION IN PROJECT MANUAL.

REFER TO STRUCTURAL DRAWINGS FOR MASONRY WALL REINFORCEMENT.

PROVIDE DOUBLE FRAMING AT ALL DOOR, WINDOW AND CASED OPENINGS JAMBS AND

HEAD CONDITIONS.

FOR ALL PARITITIONS, COORDINATE AND PROVIDE BLOCKING FOR ALL BUT NOT LIMITED

TO WALL MOUNTED ARCHITECTURAL WOODWORK, FINISH CARPENTRY, TOILET

PARTITIONS AND ACCESSORIES, EQUIPMENT, HANDRAILS, HARDWARE AND SIMILAR

MOUNTED ITEMS.

EXAMPLE: M 3 . 1 b

MATERIAL DESIGNATION

SIZE SUFFIX

RATING SUFFIX

ACCESSORY SUFFIX

SMOKE PARTITION - DESIGNED AND CONSTRUCTED TO LIMIT THE

TRANSFER OF SMOKE

s

LEAD LINED GYPSUM WALL BOARD- REFER TO SPECIFICATIONSl

GYPSUM WALL BOARD TO UNDERSIDE OF DECK /ACOUSTICAL

INSULATION TO 8" ABOVE CEILING

b

GYPSUM WALL BOARD TO 8" ABOVE CEILING ON BOTH SIDESc

NON-RATED CMU OR METAL STUD PARTITION0

CONCRETE MASONRY UNITS SECURE (SECURITY CMU)MS

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

CS12.0b

5/8" TYPE 'X' GYPSUM BOARD

3-5/8" MTL STUD

@ 16" OC

5/8" TYPE 'X' GYPSUM BOARD

5/8" TYPE 'X' GYPSUM BOARD

6" MTL STUD

@ 16" OC

5/8" TYPE 'X' GYPSUM BOARD

4" CMU BLOCK - REFER

TO STRUCTURAL FOR

ANY REINFORCEMENT

AND GROUTING

6" CMU BLOCK - REFER

TO STRUCTURAL FOR

ANY REINFORCEMENT

AND GROUTING

8" CMU BLOCK - REFER

TO STRUCTURAL FOR

ANY REINFORCEMENT

AND GROUTING

S3.0 S6.0b

M4.0 M6.0 M8.0

5/8" TYPE 'X' GYPSUM BOARD

3-5/8" MTL STUD

@ 16" OC

5/8" TYPE 'X' GYPSUM BOARD

3-1/2" SOUND

ATTENUATION BLANKET

S3.0d

3-1/2" SOUND

ATTENUATION BLANKET

WITH ACOUSTICAL

SEALANT ALL SIDES,

TOP AND BOTTOM

WITH ACOUSTICAL SEALANT

ALL SIDES, TOP AND BOTTOM

WITH ACOUSTICAL

SEALANT ALL SIDES,

TOP AND BOTTOM &

HIGH IMPACT

RESISTANT GWB

WITH ACOUSTICAL

SEALANT ALL OPEN

EDGES AS REQUIRED

WITH 1-HR CAULK/

SEALANT (UL 2079)

ALL OPEN EDGES AS

REQUIRED

M6.1

WITH ACOUSTICAL

SEALANT ALL OPEN

EDGES AS REQUIRED

WITH 1-HR CAULK/

SEALANT (UL 2079)

ALL OPEN EDGES AS

REQUIRED

M8.1

WITH ACOUSTICAL

SEALANT ALL OPEN

EDGES AS REQUIRED

MS8.1

• TRUSS TYPE HORIZONTAL

WALL REINFORCING AT 8"

0.C., REFER TO

STRUCTURAL DRAWINGS

FOR ADDITIONAL

REQUIREMENTS.

• VERTICAL REINFORCING (#4

BARS) AT 8" O.C. GROUT

ALL CORES SOLID AT

SECURITY PARTITION.

• WITH 1-HR CAULK/SEALANT

ALL OPEN EDGES AS

REQUIRED

3-5/8" MTL STUD

@ 16" OC

F3.0

6" MTL STUD

@ 16" OC

F6.0

(2) 5/8" TYPE 'X' GYPSUM BOARD

(25GA) 4" C-H STUD @ 16"

OC

1" TYPE 'SLX' GYPSUM LINER

PANEL

SH4.2

WITH 2-HR CAULK/

SEALANT (UL 2079)ALL

SIDES, TOP AND BOTTOM

5/8" TYPE 'X' GYPSUM BOARD

6" MTL STUD

@ 16" OC

5/8" TYPE 'X' GYPSUM BOARD

S6.0

WITH ACOUSTICAL SEALANT

ALL SIDES, TOP AND BOTTOM

(2) 5/8" TYPE 'X' GYPSUM BOARD

6" MTL STUD

@ 16" OC

S6.2

WITH 2-HR CAULK/ SEALANT

ALL SIDES, TOP AND BOTTOM

(2) 5/8" TYPE 'X' GYPSUM BOARD

8" CMU BLOCK - REFER TO

STRUCTURAL FOR ANY

REINFORCEMENT AND

GROUTING

5/8" TYPE 'X' GYPSUM BOARD

3-5/8" MTL STUD

@ 16" OC

8" CMU BLOCK - REFER TO

STRUCTURAL FOR ANY

REINFORCEMENT AND

GROUTING

5/8" TYPE 'X' GYPSUM BOARD

2-1/2" MTL STUD

@ 16" OC

WITH 1-HR CAULK/

SEALANT (UL 2079) ALL

OPEN EDGES AS

REQUIRED

MF11.1a

8" CMU BLOCK - REFER TO

STRUCTURAL FOR ANY

REINFORCEMENT AND

GROUTING

5/8" TYPE 'X' GYPSUM BOARD

2-1/2" MTL STUD @ 16"

OC

MF11.0

WITH 1-HR/2-HR CAULK/

SEALANT (UL 2079) ALL

OPEN EDGES AS

REQUIRED

MF11.1&2

WITH ACOUSTICAL

SEALANT ALL OPEN

EDGES AS REQUIRED

2-1/2" MTL STUD

@ 16" OC

5/8" TYPE 'X' GYPSUM BOARD

UL# U415, SYSTEM B

UL# U419

UL# U419

8" CMU BLOCK - REFER TO

STRUCTURAL FOR ANY

REINFORCEMENT AND

GROUTING

5/8" TYPE 'X' GYPSUM BOARD

3-5/8" MTL STUD

@ 16" OC

3-5/8" MTL STUD

@ 16" OC

5/8" TYPE 'X' GYPSUM BOARD

WITH 1-HR/2-HR CAULK/

SEALANT (UL 2079) ALL

OPEN EDGES AS

REQUIRED

MF12.1a

WITH 1-HR/2-HR

CAULK/ (UL 2079)

SEALANT ALL OPEN

EDGES AS REQUIRED

MF12.1&2

6" CMU BLOCK - REFER TO

STRUCTURAL FOR ANY

REINFORCEMENT AND

GROUTING

MF9.0a

WITH ACOUSTICAL

SEALANT ALL OPEN

EDGES AS REQUIRED

5/8" TYPE 'X' GYPSUM BOARD

2-1/2" MTL STUD

@ 16" OC

2-1/2" MTL STUD

@ 16" OC

5/8" TYPE 'X' GYPSUM BOARD

F0.0

5/8" TYPE 'X'

GYPSUM BOARD TO

8" ABOVE FINISH

CEILING ELEVATION

7/8" FURRING

@ 16" OC

CMU / CONCRETE

WALL - REFER TO

PLANS

2-1/2" MTL STUD

@ 16" OC

F2.0

6" CMU BLOCK - REFER TO

STRUCTURAL FOR ANY

REINFORCEMENT AND

GROUTING

5/8" TYPE 'X' GYPSUM BOARD

2-1/2" MTL STUD

@ 16" OC

5/8" TYPE 'X'

GYPSUM BOARD

1-5/8" MTL STUD

@ 16" OC

F1.0

S3.1

WITH 1-HR CAULK/

SEALANT (UL 2079)

ALL SIDES, TOP AND

BOTTOM

S3.0b S3.0bd

WITH ACOUSTICAL

SEALANT ALL SIDES,

TOP AND BOTTOM

WITH ACOUSTICAL

SEALANT ALL SIDES,

TOP AND BOTTOM &

HIGH IMPACT

RESISTANT GWB UL# U419

S3.1b

WITH 1-HR CAULK/

SEALANT (UL 20179)

ALL SIDES, TOP AND

BOTTOM

F3.0d

MF9.0bd

WITH ACOUSTICAL

SEALANT ALL OPEN

EDGES AS REQUIRED &

ABUSE RESISTANT GWB

WITH HIGH IMPACT

RESITANT GWB

2-1/2" SOUND

ATTENUATION BLANKET

3-5/8" MTL STUD

@ 16" OC

F3.0b

3-1/2" SOUND

ATTENUATION

BLANKET

5/8" TYPE 'X'

GYPSUM BOARD

5/8" TYPE 'X'

GYPSUM BOARD

5/8" TYPE 'X'

GYPSUM BOARD

5/8" TYPE 'X'

GYPSUM BOARD

LAMINATED 5/8" TYPE 'X'

GYPSUM BOARD TO 8"

ABOVE FINISH CEILING

ELEVATION

CMU / CONCRETE WALL -

REFER TO PLANS

L0.0d

WITH HIGH IMPACT

RESISTANT GWB

4 5/8" 4 7/8" 4 7/8" 7 1/4" 7 1/4" 8 1/2"

2 1/4" 3 1/8" 4 1/4" 4 1/4" 6 5/8" 3 5/8" 5 5/8" 7 5/8"

8 3/4" 11 7/8" 10 3/4" 1' - 1 7/8" 11 7/8" 1' - 4 1/8"

1 1/2"

5 1/4"

(2) 1/2" TYPE 'C'

GYPSUM BOARD

(25GA) 2-1/2" C-H

STUD @ 16" OC

1" TYPE 'SLX' GYPSUM

LINER PANEL

SH2.2

WITH 2-HR CAULK/

SEALANT (UL 2079) ALL

SIDES, TOP AND BOTTOM

UL# U415, SYSTEM B

3 1/2"

5/8" TYPE 'C'

GYPSUM BOARD

(25GA) 2-1/2" C-H

STUD @ 16" OC

1" TYPE 'SLX' GYPSUM

LINER PANEL

SH2.1

WITH 1-HR CAULK/

SEALANT (UL 2079) ALL

SIDES, TOP AND BOTTOM

UL# U415, SYSTEM A

3 1/8" www.chacompanies.com

Powers Building, 16 West Main Street, Suite 830

Main: (585) 262-2640

Rochester, NY 14614-1607

Engineering Architecture Environmental Planning

300 State Street Suite 201

Rochester, NY 14614 P: (585) 454-6110 www.labellapc.com

LaBella Powered by partnership.

Miller-RemickLLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering A Service Disabled Veteran Owned Small Business

MR PROJECT NO: 0499-0084

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

CONSULTANTS: Office of Construction and Facilities Management o n e e ig h th i n c h o n e f o o t

B

A

C

D

E

F th re e i n c h e s o n e f o o t 6 o n e a n d o n e h a lf i n c h e s o n e f o o t o n e i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

97 8654321

B

A

C

D

E

F

NO. DESCRIPTION DATE

MILLER-REMICK LLC

PROFESSIONAL ENGINEER

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER. NORTHAMPTON VAMC

RENOVATION OF BLDG. 20

LEEDS, MASSACHUSETTS

631-17-004

20A Se rv ic e D i s a b l e d

Ve t e r an Owned S m a l l B u s iness

SDVOSB

CVE

U.S. Department of Veterans Affairs

C U s e rs \A

B ra d fo rd \D o c u m e n ts \R e v it L o c a l F ile s \2

N o rt h a m p to n V

A M

C B ld g

A rc h a b ra d fo rd .r v t

09-21-2018 Checker Author

A-002

PARTITION TYPES

BID DOCUMENTS

UP

UP UP

UP

UP

EXISTING WALL TO BE REMOVED

EXISTING DOOR AND FRAME TO BE REMOVED

EXISTING WALL TO REMAIN

EXISTING DOOR TO REMAIN

EXISTING CONCRETE SLAB TO BE

REMOVED, REFER TO STRUCTURAL

DRAWINGS

EXIST

273 SF

OFFICE

EXIST

190 SF

LAUNDRY

EXIST

136 SF

STORAGE

EXIST

1138 SF

CLASSROOM

EXIST

331 SF

CLASSROOM

EXIST

331 SF

CLASSROOM

EXIST

STAIR

EXIST

152 SF

ELEC.

EXIST

81 SF

UTILITY

EXIST

88 SF

TRANSFORMER

EXIST

302 SF

MECH.

EXIST

1010 SF

RECREATION

EXIST

STAIR

EXIST

105 SF

WOMEN

EXIST

105 SF

MEN

EXIST

88 SF

STORAGE

EXIST

248 SF

LAUNDRY

EXIST

223 SF

KITCHEN

EXIST

111 SF

RECREATION

EXIST

STAIR

EXIST

76 SF

LOCKERS

D

C

E

F

B

G

H

A

1 32 4 5 76 8 9 10 11 12 13 14 15 16 17 18

D1

D37

D3

D4

D2D1 D1 A-012

D2 D1

D1 D1

D10

D10

D10

D10

D37

D10

D1

D2

D11

D12

D1

D10

D10

D10

D1 D1

D10

D2

D13

D1

D15

A-012

D1

D10 D20D21

D1

D21

D10

D10

D1

D21 D1 D10

D2

D1 D1

D10 D10 D10

D10

D27

D27

D27 D27

D27D27D27 D27 D10

D27

D27D27D27

D27

D37

D38D38

D40

TYP.

D38

D2 D2

D2

D37 D37D1

D2

D48

D47

D47

D47

D48

EXIST

STAIR

EXIST

STAIR

EXIST

STAIR

EXIST

115 SF

BEDROOM

EXIST

113 SF

BEDROOM

EXIST

110 SF

SHOWER EXIST

94 SF

BATHROOM

EXIST

102 SF

BEDROOM

EXIST

102 SF

BEDROOM

EXIST

102 SF

BEDROOM

EXIST

116 SF

BEDROOM

EXIST

114 SF

BEDROOM

EXIST

114 SF

BEDROOM

EXIST

102 SF

BEDROOM

EXIST

102 SF

BEDROOM

EXIST

118 SF

BEDROOM

EXIST

118 SF

BEDROOM

EXIST

53 SF

BATHROOM

EXIST

15 SF

JAN.

EXIST

13 SF

CL

EXIST

12 SF

CL

EXIST

12 SF

CL

EXIST

12 SF

CL

EXIST

12 SF

CL

EXIST

12 SF

CL

EXIST

12 SF

CL

EXIST

12 SF

CL

EXIST

12 SF

CL

EXIST

13 SF

CL

EXIST

168 SF

BEDROOM

EXIST

456 SF

COMMUNITY

RM

EXIST

176 SF

BEDROOM

EXIST

11 SF

CL

EXIST

PORCH

EXIST

122 SF

BEDROOM

EXIST

102 SF

BEDROOM

EXIST

102 SF

BEDROOM

EXIST

102 SF

BEDROOM

EXIST

102 SF

BEDROOM

EXIST

102 SF

BEDROOM

EXIST

114 SF

BEDROOM

EXIST

114 SF

BEDROOM

EXIST

116 SF

BEDROOM

EXIST

115 SF

BEDROOM

EXIST

114 SF

BEDROOM

EXIST

102 SF

BEDROOM

EXIST

102 SF

BEDROOM

EXIST

102 SF

BEDROOM

EXIST

118 SF

SHOWEREXIST

98 SF

BATHROOM

EXIST

16 SF

JAN.

EXIST

12 SF

CL

EXIST

12 SF

CL

EXIST

12 SF

CL

EXIST

12 SF

CL

EXIST

13 SF

CL

EXIST

13 SF

CL

EXIST

12 SF

CL

EXIST

12 SF

CL

EXIST

12 SF

CL

EXIST

12 SF

CL

EXIST

12 SF

CL

EXIST

12 SF

CL

EXIST

13 SF

CL

EXIST

12 SF

CL

EXIST

28 SF

CL

D

C

E

F

B

G

H

A

1 32 4 5 76 8 9 10 11 12 13 14 15 16 17 18

D1

A-012

A-012

D4

D4

D4

D1

D10 D26

D1

D10

D10

D4

D13

D1

D1

D1 D1

D10

D1

D1

D10

D10

D1

D10 D4

D27

D27

D27

D27

D27

D1

D10D27 D10D27

D4

D1

D10D27

D1

D10D27

D1

D1

D4 D4

D10D27D1 D10D27

D1 D1

D10D27

D10D27

D1

D10 D27

D1

D1

D1 D4D10

D10D27

D1

D10 D27

D1

D10D27

D1

D10D27

D1

D10 D27

D1

D10D27

D1

D1

D1

D1 D1

D10D27D10D27

D1

D4

D4

D1

D10D27

D10

D27

D10D27

D1

D29 D10D27

D1

D10 D27

D1

D10D27

D1

D1

D1

D10D27

D1

D1

D10D27

D10D27

D27

D1 D29

D10 D27

D41

D41

D39

D40

TYP.

D1

D41

D41

D4

D4D4

D4

D41

D48

D47 D47

D48

ALL EXISTING FLOORING, CEILINGS, AND CEILING SUPPORT SYSTEMS ARE TO BE REMOVED.

REMOVE ANY FINISHES AROUND CONCRETE COLUMNS, PREPARE SURFACE TO RECEIVE NEW COLUMN

FURRING OR PAINT.

DASHED LINES INDICATE ITEMS TO BE REMOVED.

ELEMENTS TO REMAIN IN PLACE SHALL BE PROTECTED FROM DAMAGE, DUST AND DEBRIS.

DUST CONTROL SHALL BE THE FULL RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL PERFORM CLEAN UP OF ALL REFUSE, RUBBISH, SCRAP MATERIALS AND DEBRIS CAUSED BY THE WORK ON A DAILY BASIS. CLEANING OF AREA SURROUNDING THE WORK AREA WHERE CONSTRUCTION DEBRIS OR DUST

ACCUMULATES WILL BE THE RESPONSIBILITY OF THE CONTRACTOR.

REFER TO CIVIL, STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTIONS DRAWINGS

FOR DEMOLITION OF ADDITIONAL ITEMS.

CONTRACTOR TO MAINTAIN WATER TIGHT INTEGRITY OF BUILDING AT ALL TIMES.

EXISTING CONDITIONS ARE TAKEN FROM FIELD OBSERVATIONS AND PRIOR CONSTRUCTION DOCUMENTS WHEN AVAILABLE AND ARE NOT GUARANTEED. CONTRACTORS ARE RESPONSIBLE FOR EXAMINING THE BUILDING AND VERIFYING EXISTING CONDITIONS AND ARE TO CONTACT THE OWNER REPRESENTATIVE

REGARDING ANY DISCREPANCIES.

DEMOLITION WORK SHALL INCLUDE REMOVAL OF ALL ITEMS INDICATED TO BE REMOVED AND/OR SALVAGED, AND LEGAL DISPOSAL OF ITEMS NOT INTENDED FOR SALVAGE. WORK SHALL ALSO INCLUDE REMOVAL OF ALL MINOR SUPPORTS, BRACKETS, FASTENERS, CONDUITS, PIPING, AND SIMILAR ITEMS WHICH ARE NOT

INDICATED TO REMAIN.

ALL FLOOR AND WALL CONDITIONS WHICH ARE TO RECEIVE NEW CONSTRUCTION ARE TO BE DEMOLISHED AS

INDICATED AND PROPERLY PREPPED TO RECEIVE NEW FINISHES.

ALL FLOOR, WALL, AND CEILING CONDITIONS THAT ARE DISTURBED BY DEMOLITION ARE TO BE PATCHED, REPAIRED AND/OR PAINTED, WITH SIMILAR MATERIALS AND COLORS. REFER TO NEW WORK FLOOR PLANS, REFLECTED CEILING PLANS, AND FINISH SCHEDULE.

AT WALL REMOVAL FOR MECHANICAL PENETRATIONS, OPENING TO BE APPROXIMATELY 6" LARGER THAN

DUCT SIZE ON ALL SIDES. COORDINATE WITH MECHANICAL DRAWINGS.

ALL EMBOSSED DECORATIVE DOOR KNOBS TO BE SALVAGED AND TURNED OVER TO OWNER.

FOR ADDITIONAL REMOVAL INFORMATION REFER TO SECTIONS AND DETAILS.

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

GENERAL REMOVAL NOTES

www.chacompanies.com

Powers Building, 16 West Main Street, Suite 830

Main: (585) 262-2640

Rochester, NY 14614-1607

Engineering Architecture Environmental Planning

300 State Street Suite 201

Rochester, NY 14614 P: (585) 454-6110 www.labellapc.com

LaBella Powered by partnership.

Miller-RemickLLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering A Service Disabled Veteran Owned Small Business

MR PROJECT NO: 0499-0084

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

CONSULTANTS: Office of Construction and Facilities Management o n e e ig h th i n c h o n e f o o t

B

A

C

D

E

F th re e i n c h e s o n e f o o t 6 o n e a n d o n e h a lf i n c h e s o n e f o o t o n e i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

97 8654321

B

A

C

D

E

F

NO. DESCRIPTION DATE

KEYPLAN

MILLER-REMICK LLC

PROFESSIONAL ENGINEER

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

PLAN

NORTH

NORTHAMPTON VAMC

RENOVATION OF BLDG. 20

LEEDS, MASSACHUSETTS

631-17-004

20A Se rv ic e D i s a b l e d

Ve t e r an Owned S m a l l B u s iness

SDVOSB

CVE

U.S. Department of Veterans Affairs

ACTUAL

NORTH

C U s e rs \A

B ra d fo rd \D o c u m e n ts \R e v it L o c a l F ile s \2

N o rt h a m p to n V

A M

C B ld g

A rc h a b ra d fo rd .r v t

09-21-2018 Checker ALB

A-010

BASEMENT & FIRST FLOOR

DEMOLITION PLAN

BID DOCUMENTS

DEMOLITION LEGEND

SCALE: 1/8" = 1'-0"A-010

1 BASEMENT DEMOLITION PLAN

SCALE: 1/8" = 1'-0"A-010

2 FIRST FLOOR DEMOLITION PLAN

DEMOLITION PLAN KEYNOTES

D1 REMOVE EXISTING INTERIOR PARTION AS SHOWN. INCLUDING DOOR FRAMES WITHIN PARTITION AND ANY WALL

MOUNTED ITEMS.

D2 REMOVE EXISTING DOOR, FRAME AND HARDWARE

D3 REMOVE EXISTING DOOR, FRAME, HARDWARE, AND BRICK INFILL.

D4 REMOVE EXISTING PLUMBING FIXTURE AND ASSOICATED ACCESSORIES. SEE PLUMBING DEMOLITION PLANS FOR

MORE INFORMATION

D5 REMOVED EXISTING CONCRETE STAIRS

D6 REMOVE EXTERIOR CONCRETE WALL DOWN TO FOUNDATION. COORDINATE WITH STRUCTURAL AND CIVIL

DRAWINGS FOR EXTENT.

D7 REMOVE EXTERIOR CONCRETE STAIRS , LANDINGS, AND CONCRETE WALLS DOWN TO FOUNDATION. COORDINATE

CIVIL AND STRUCTURAL DRAWINGS FOR EXTENT

D8 REMOVE EXISTING HANDRAILS, GUARDRAILS AND RAILINGS

D9 REMOVE EXISTING SIDEWALK AND RAILINGS. COORDINATE WITH SITE DEMOLITION AND NEW CIVIL DRAWINGS

FOR EXTENT.

D10 REMOVE ANY EXISTING CEILINGS, CEILING SUPPORT SYSTEMS, LIGHT FIXTURES, AND OTHER CEILING MOUNTED

ITEMS. COORDINATE WITH MEP DRAWINGS.

D11 REMOVE PORTION OF EXTERIOR WALL BELOW WINDOW OPENING FOR INSTALLATION OF NEW DOOR. COORDINATE

EXTENT WITH NEW WORK.

D12 REMOVE EXISTING STONE FIREPLACE INCLUDING MANTLE AND FLOOR TILE

D13 REMOVE EXISTING CASEWORK INCLUDING BASE CABINETS, UPPER CABINETS, COUNTERS, SHELVING, ETC.

D14 REMOVE EXISTING WOOD COLUMN, WOOD CAPITAL AND WOOD BASE. CONCRETE BASE TO REMAIN - PREP TO

RECEIVE NEW FRP COLUMNS.

D15 REMOVE EXISTING WALL MOUNTED ELECTRICAL PANELS, EQUIPMENT, I.T. DEVICES, AND EQUIPMENT.

COORDINATE WITH ELECTRICAL DRAWINGS

D16 REMOVE EXISTING CONCRETE SLAB FOR ELEVATOR PIT AS SHOWN. COORDINATE WITH NEW ELEVATOR AND

STRUCTURAL DRAWINGS AND SPECIFICATIONS.

D17 REMOVE EXISTING CONCRETE STAIRS AND METAL RAILINGS

D18 REMOVE EXISTING STAIR CONCRETE LANDING

D19 REMOVE EXISTING EXTERIOR CONCRETE STAIRS AND LANDING

D20 REMOVE PORTION OF EXTERIOR CONCRETE WALL FOR NEW WINDOW. COORDINATE WITH WINDOW SCHEDULE

AND DETAILS FOR DEMOLITION EXTENT.

D21 REMOVE EXISTING INTERIOR WINDOW AND FRAME.

D22 REMOVE CONCRETE SLAB AND ANY STRUCTURAL RIBS UNDERNEATH. COORDINATE WITH STRUCTURAL

DRAWINGS AND NEW WORK FOR EXTENT.

D23 REMOVE EXISTING CONCRETE WINDOW SILL. PREPARE EXISTING WINDOW OPENING FOR INFILL.

D24 REMOVE EXISTING SCREEN, FRAMES, AND SCREEN DOOR SYSTEM

D25 SEE MECHANICAL FOR REMOVAL OF EXISTING ROOF TOP UNITS. INFILL EXISTING OPENING AND PREP FOR NEW

ROOF.

D26 REMOVE EXISTING FLOOR TILE, TILED SHOWER/TUB PARTITIONS, SHOWER PLUMBING FIXTURES, AND TILED

THRESHOLD SHOWER CURBS

D27 REMOVE ANY EXISTING WALL MOUNTED ACCESSORIES, FIXTURES, DEVICES, ETC. ALONG EXTERIOR WALL

D29 REMOVE EXISTING SINKS, TOILETS, TOILET PARTITIONS, ACCESSORIES, AND WALL AND FLOOR TILE. COORDINATE

WITH PLUMBING DRAWINGS

D30 REMOVE EXISTING ROOF MEMBRANE, FLASHINGS, COPING, AND SUBSTRATE DOWN TO ROOF SHEATHING.

D31 REMOVE EXISTING RADIATOR, ACCESSORIES, AND ASSOCIATED PLUMBING. COORDIANTE WITH MEP DEMOLITION

DRAWINGS

D32 REMOVE AND REPLACE ANY DAMAGED SUBSTRATE AND PREP FOR NEW ROOF.

D33 REMOVE AND REPLACE ANY DAMAGED SHEATHING ALONG WALLS OF DORMER AND PREP FOR NEW SIDING.

D34 REMOVE ALL EXISTING EXHAUST DUCTS, VENTS, AND OTHER ROOF PENETRATIONS AND FLASHING. COORDINATE

WITH MEP DEMOLITION.

D36 REMOVE PORTION OF EXTERIOR WALL. COORDINATE WITH STRUCTURAL DRAWINGS AND NEW WORK FOR

EXTENT.

D37 REMOVE EXISTING INTERIOR CMU WALL

D38 REFER TO MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS ON EXTENT OF DEMOLITION FOR MEP

EQUIPMENT AND ACCESSORIES.

D39 REMOVE EXISTING CANOPY IINCLUDING SLATE ROOFING, MEMBRANES, SOFFITS, FLASHING, SUPPORT POSTS

D40 ALL EXISTING WINDOWS ARE TO BE REMOVED BEFORE START OF CONSTRUCTION BY OWNER. PREPARE ALL

OPENINGS TO RECEIVE NEW WINDOWS.

D41 REMOVE PORTION OF CONC. SLAB WHERE NEW MECHANICAL, PLUMBING, OR ELECTRICAL PENETRATIONS OCCUR.

REFER TO MEP DRAWINGS FOR LOCATION AND SIZES.

D43 REMOVE EXISTING WOOD FASCIA AND ENTABLATURE.

D44 AT ROOF EAVE, REMOVE EXISTING WOOD FASCIA AND CORNICE. FULL PERIMETER OF ROOF.

D45 AT DORMER EAVES, REMOVE EXISTING WOOD FASCIA AND CORNICE.

D46 REMOVE PORTION OF CATWALK. COORDINATE WITH NEW WORK FOR EXTENT.

D47 REMOVE EXISTING WALL MOUNTED HANDRAIL.

D48 REMOVE EXISTING METAL GUARDRAILS, HANDRAIL, AND BALUSTERS. PREP TO RECEIVE NEW METAL RAILINGS.

D49 REMOVE ALL EXISTING BATT INSULATION BETWEEN FLOOR JOISTS.

EXISTING WALL TO BE REMOVED

EXISTING DOOR AND FRAME TO BE REMOVED

EXISTING WALL TO REMAIN

EXISTING DOOR TO REMAIN

EXISTING CONCRETE SLAB TO BE

REMOVED, REFER TO STRUCTURAL

DRAWINGS

ALL EXISTING FLOORING, CEILINGS, AND CEILING SUPPORT SYSTEMS ARE TO BE REMOVED.

REMOVE ANY FINISHES AROUND CONCRETE COLUMNS, PREPARE SURFACE TO RECEIVE NEW COLUMN

FURRING OR PAINT.

DASHED LINES INDICATE ITEMS TO BE REMOVED.

ELEMENTS TO REMAIN IN PLACE SHALL BE PROTECTED FROM DAMAGE, DUST AND DEBRIS.

DUST CONTROL SHALL BE THE FULL RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL PERFORM CLEAN UP OF ALL REFUSE, RUBBISH, SCRAP MATERIALS AND DEBRIS CAUSED BY THE WORK ON A DAILY BASIS. CLEANING OF AREA SURROUNDING THE WORK AREA WHERE CONSTRUCTION DEBRIS OR DUST

ACCUMULATES WILL BE THE RESPONSIBILITY OF THE CONTRACTOR.

REFER TO CIVIL, STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTIONS DRAWINGS

FOR DEMOLITION OF ADDITIONAL ITEMS.

CONTRACTOR TO MAINTAIN WATER TIGHT INTEGRITY OF BUILDING AT ALL TIMES.

EXISTING CONDITIONS ARE TAKEN FROM FIELD OBSERVATIONS AND PRIOR CONSTRUCTION DOCUMENTS WHEN AVAILABLE AND ARE NOT GUARANTEED. CONTRACTORS ARE RESPONSIBLE FOR EXAMINING THE BUILDING AND VERIFYING EXISTING CONDITIONS AND ARE TO CONTACT THE OWNER REPRESENTATIVE

REGARDING ANY DISCREPANCIES.

DEMOLITION WORK SHALL INCLUDE REMOVAL OF ALL ITEMS INDICATED TO BE REMOVED AND/OR SALVAGED, AND LEGAL DISPOSAL OF ITEMS NOT INTENDED FOR SALVAGE. WORK SHALL ALSO INCLUDE REMOVAL OF ALL MINOR SUPPORTS, BRACKETS, FASTENERS, CONDUITS, PIPING, AND SIMILAR ITEMS WHICH ARE NOT

INDICATED TO REMAIN.

ALL FLOOR AND WALL CONDITIONS WHICH ARE TO RECEIVE NEW CONSTRUCTION ARE TO BE DEMOLISHED AS

INDICATED AND PROPERLY PREPPED TO RECEIVE NEW FINISHES.

ALL FLOOR, WALL, AND CEILING CONDITIONS THAT ARE DISTURBED BY DEMOLITION ARE TO BE PATCHED, REPAIRED AND/OR PAINTED, WITH SIMILAR MATERIALS AND COLORS. REFER TO NEW WORK FLOOR PLANS, REFLECTED CEILING PLANS, AND FINISH SCHEDULE.

AT WALL REMOVAL FOR MECHANICAL PENETRATIONS, OPENING TO BE APPROXIMATELY 6" LARGER THAN

DUCT SIZE ON ALL SIDES. COORDINATE WITH MECHANICAL DRAWINGS.

ALL EMBOSSED DECORATIVE DOOR KNOBS TO BE SALVAGED AND TURNED OVER TO OWNER.

FOR ADDITIONAL REMOVAL INFORMATION REFER TO SECTIONS AND DETAILS.

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

GENERAL REMOVAL NOTES

EXIST

127 SF

STAIR

EXIST

127 SF

STAIR

EXIST

116 SF

BEDROOM

EXIST

114 SF

BEDROOM

EXIST

112 SF

SHOWER

EXIST

103 SF

BEDROOM

EXIST

102 SF

BEDROOM

EXIST

102 SF

BEDROOM

EXIST

173 SF

BEDROOM

EXIST

176 SF

BEDROOM

EXIST

115 SF

BEDROOM

EXIST

114 SF

BEDROOM

EXIST

114 SF

BEDROOM

EXIST

101 SF

BEDROOM

EXIST

102 SF

BEDROOM

EXIST

102 SF

BEDROOM

EXIST

118 SF

BEDROOM

EXIST

117 SF

KITCHEN

EXIST

67 SF

BATHROOM

EXIST

299 SF

BEDROOM

EXIST

115 SF

BEDROOM

EXIST

113 SF

BEDROOM

EXIST

102 SF

BEDROOM

EXIST

102 SF

BEDROOM

EXIST

101 SF

BEDROOM

EXIST

102 SF

BEDROOM

EXIST

102 SF

BEDROOM

EXIST

102 SF

BEDROOM

EXIST

102 SF

BEDROOM

EXIST

121 SF

BEDROOM

EXIST

117 SF

BEDROOM

EXIST

123 SF

BEDROOM

EXIST

46 SF

BATHROOM

EXIST

93 SF

BATHROOM

EXIST

17 SF

JAN.

EXIST

13 SF

CL

EXIST

13 SF

CL

EXIST

13 SF

CL

EXIST

13 SF

CL

EXIST

13 SF

CL

EXIST

13 SF

CL

EXIST

12 SF

CL

EXIST

13 SF

CL

EXIST

13 SF

CL

EXIST

13 SF

CL

EXIST

13 SF

CL

EXIST

13 SF

CL

EXIST

13 SF

CL

EXIST

13 SF

CL

EXIST

13 SF

CL

EXIST

13 SF

CL

EXIST

13 SF

CL

EXIST

12 SF

CL

EXIST

14 SF

CL

EXIST

12 SF

CL

EXIST

29 SF

CL

EXIST

13 SF

CL

EXIST

13 SF

CL

EXIST

13 SF

CL

EXIST

13 SF

CL

EXIST

13 SF

CL

EXIST

13 SF

CL

EXIST

66 SF

SHOWER

EXIST

93 SF

BATHROOM

EXIST

16 SF

JAN.

EXIST

STAIR

D

C

E

F

B

G

A

1 32 4 5 76 8 9 10 11 12 13 14 15 16 17 18

D17

D18

D17

D1 D1

D1

D1

D1

D4

D4

D4

D1

D10 D26

D10 D27

D1 D1D1 D10D27

D10D27

D27

D1 D29

D10

D27

D10 D10 D1

D4

D1 D1

D4D4 D4

D10D27 D4

D10 D27 D4

D10 D27D10 D27

D1

D10 D27

D4

D1

D1

D10D27

D4

D1

D10D27

D4

D1

D10 D27

D4

D1

D10D27 D4

D1

D4

D4

D1

D1 D1

D10D27 D10D27 D10D27

D10

D1

D4

D10D27

D1

D1 D4

D10D27

D1

D10D27 D4

D1 D41

1' - 11 1/2"

11"

2' - 10 1/2"

9'

1"

9"

2' - 2"

2' - 10 1/2"

D41

D4

D10D27

D1

D4

D10D27

D1

D1

D10D27 D4

D1

D4

D10D27

D1

D30

D4

D10D27

D10D27

D1

D1 D10D27

D1

D1

D13

D10D27D10D27

D1

D1 D1

D4 D4

D4

D4

D10D26

D27

D31

D4

D29

D10

D27

D1D1D1

D1

D10D27 D4

D1

D10 D27 D4

D1

D10D27 D4

D10 D27

D4

D1

D40

TYP.

D41

D43D43

D43

D41 D41

D41

A-012

D48

D47

D48

D47

D

C

E

F

B

G

A

1 32 4 5 76 8 9 10 11 12 13 14 15 16 17 18

EXIST

ATTIC

D17

D18

D17

D1

D2

D22

D40

TYP.

D41

D41

D41

D41

D41

5' - 3"D46

D41D416" 9' - 0"

V.I.F.

6"

D41

D49

V .I.

F.

6" www.chacompanies.com

Powers Building, 16 West Main Street, Suite 830

Main: (585) 262-2640

Rochester, NY 14614-1607

Engineering Architecture Environmental Planning

300 State Street Suite 201

Rochester, NY 14614 P: (585) 454-6110 www.labellapc.com

LaBella Powered by partnership.

Miller-RemickLLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering A Service Disabled Veteran Owned Small Business

MR PROJECT NO: 0499-0084

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

CONSULTANTS: Office of Construction and Facilities Management o n e e ig h th i n c h o n e f o o t

B

A

C

D

E

F th re e i n c h e s o n e f o o t 6 o n e a n d o n e h a lf i n c h e s o n e f o o t o n e i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

97 8654321

B

A

C

D

E

F

NO. DESCRIPTION DATE

KEYPLAN

MILLER-REMICK LLC

PROFESSIONAL ENGINEER

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

PLAN

NORTH

NORTHAMPTON VAMC

RENOVATION OF BLDG. 20

LEEDS, MASSACHUSETTS

631-17-004

20A Se rv ic e D i s a b l e d

Ve t e r an Owned S m a l l B u s iness

SDVOSB

CVE

U.S. Department of Veterans Affairs

ACTUAL

NORTH

C U s e rs \A

B ra d fo rd \D o c u m e n ts \R e v it L o c a l F ile s \2

N o rt h a m p to n V

A M

C B ld g

A rc h a b ra d fo rd .r v t

09-21-2018 Checker Author

A-011

SECOND FLOOR & ATTIC DEMOLITION

PLAN

BID DOCUMENTS

DEMOLITION LEGEND

DEMOLITION PLAN KEYNOTES

D1 REMOVE EXISTING INTERIOR PARTION AS SHOWN. INCLUDING DOOR FRAMES WITHIN PARTITION AND ANY WALL

MOUNTED ITEMS.

D2 REMOVE EXISTING DOOR, FRAME AND HARDWARE

D3 REMOVE EXISTING DOOR, FRAME, HARDWARE, AND BRICK INFILL.

D4 REMOVE EXISTING PLUMBING FIXTURE AND ASSOICATED ACCESSORIES. SEE PLUMBING DEMOLITION PLANS FOR

MORE INFORMATION

D5 REMOVED EXISTING CONCRETE STAIRS

D6 REMOVE EXTERIOR CONCRETE WALL DOWN TO FOUNDATION. COORDINATE WITH STRUCTURAL AND CIVIL

DRAWINGS FOR EXTENT.

D7 REMOVE EXTERIOR CONCRETE STAIRS , LANDINGS, AND CONCRETE WALLS DOWN TO FOUNDATION. COORDINATE

CIVIL AND STRUCTURAL DRAWINGS FOR EXTENT

D8 REMOVE EXISTING HANDRAILS, GUARDRAILS AND RAILINGS

D9 REMOVE EXISTING SIDEWALK AND RAILINGS. COORDINATE WITH SITE DEMOLITION AND NEW CIVIL DRAWINGS

FOR EXTENT.

D10 REMOVE ANY EXISTING CEILINGS, CEILING SUPPORT SYSTEMS, LIGHT FIXTURES, AND OTHER CEILING MOUNTED

ITEMS. COORDINATE WITH MEP DRAWINGS.

D11 REMOVE PORTION OF EXTERIOR WALL BELOW WINDOW OPENING FOR INSTALLATION OF NEW DOOR. COORDINATE

EXTENT WITH NEW WORK.

D12 REMOVE EXISTING STONE FIREPLACE INCLUDING MANTLE AND FLOOR TILE

D13 REMOVE EXISTING CASEWORK INCLUDING BASE CABINETS, UPPER CABINETS, COUNTERS, SHELVING, ETC.

D14 REMOVE EXISTING WOOD COLUMN, WOOD CAPITAL AND WOOD BASE. CONCRETE BASE TO REMAIN - PREP TO

RECEIVE NEW FRP COLUMNS.

D15 REMOVE EXISTING WALL MOUNTED ELECTRICAL PANELS, EQUIPMENT, I.T. DEVICES, AND EQUIPMENT.

COORDINATE WITH ELECTRICAL DRAWINGS

D16 REMOVE EXISTING CONCRETE SLAB FOR ELEVATOR PIT AS SHOWN. COORDINATE WITH NEW ELEVATOR AND

STRUCTURAL DRAWINGS AND SPECIFICATIONS.

D17 REMOVE EXISTING CONCRETE STAIRS AND METAL RAILINGS

D18 REMOVE EXISTING STAIR CONCRETE LANDING

D19 REMOVE EXISTING EXTERIOR CONCRETE STAIRS AND LANDING

D20 REMOVE PORTION OF EXTERIOR CONCRETE WALL FOR NEW WINDOW. COORDINATE WITH WINDOW SCHEDULE

AND DETAILS FOR DEMOLITION EXTENT.

D21 REMOVE EXISTING INTERIOR WINDOW AND FRAME.

D22 REMOVE CONCRETE SLAB AND ANY STRUCTURAL RIBS UNDERNEATH. COORDINATE WITH STRUCTURAL

DRAWINGS AND NEW WORK FOR EXTENT.

D23 REMOVE EXISTING CONCRETE WINDOW SILL. PREPARE EXISTING WINDOW OPENING FOR INFILL.

D24 REMOVE EXISTING SCREEN, FRAMES, AND SCREEN DOOR SYSTEM

D25 SEE MECHANICAL FOR REMOVAL OF EXISTING ROOF TOP UNITS. INFILL EXISTING OPENING AND PREP FOR NEW

ROOF.

D26 REMOVE EXISTING FLOOR TILE, TILED SHOWER/TUB PARTITIONS, SHOWER PLUMBING FIXTURES, AND TILED

THRESHOLD SHOWER CURBS

D27 REMOVE ANY EXISTING WALL MOUNTED ACCESSORIES, FIXTURES, DEVICES, ETC. ALONG EXTERIOR WALL

D29 REMOVE EXISTING SINKS, TOILETS, TOILET PARTITIONS, ACCESSORIES, AND WALL AND FLOOR TILE. COORDINATE

WITH PLUMBING DRAWINGS

D30 REMOVE EXISTING ROOF MEMBRANE, FLASHINGS, COPING, AND SUBSTRATE DOWN TO ROOF SHEATHING.

D31 REMOVE EXISTING RADIATOR, ACCESSORIES, AND ASSOCIATED PLUMBING. COORDIANTE WITH MEP DEMOLITION

DRAWINGS

D32 REMOVE AND REPLACE ANY DAMAGED SUBSTRATE AND PREP FOR NEW ROOF.

D33 REMOVE AND REPLACE ANY DAMAGED SHEATHING ALONG WALLS OF DORMER AND PREP FOR NEW SIDING.

D34 REMOVE ALL EXISTING EXHAUST DUCTS, VENTS, AND OTHER ROOF PENETRATIONS AND FLASHING. COORDINATE

WITH MEP DEMOLITION.

D36 REMOVE PORTION OF EXTERIOR WALL. COORDINATE WITH STRUCTURAL DRAWINGS AND NEW WORK FOR

EXTENT.

D37 REMOVE EXISTING INTERIOR CMU WALL

D38 REFER TO MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS ON EXTENT OF DEMOLITION FOR MEP

EQUIPMENT AND ACCESSORIES.

D39 REMOVE EXISTING CANOPY IINCLUDING SLATE ROOFING, MEMBRANES, SOFFITS, FLASHING, SUPPORT POSTS

D40 ALL EXISTING WINDOWS ARE TO BE REMOVED BEFORE START OF CONSTRUCTION BY OWNER. PREPARE ALL

OPENINGS TO RECEIVE NEW WINDOWS.

D41 REMOVE PORTION OF CONC. SLAB WHERE NEW MECHANICAL, PLUMBING, OR ELECTRICAL PENETRATIONS OCCUR.

REFER TO MEP DRAWINGS FOR LOCATION AND SIZES.

D43 REMOVE EXISTING WOOD FASCIA AND ENTABLATURE.

D44 AT ROOF EAVE, REMOVE EXISTING WOOD FASCIA AND CORNICE. FULL PERIMETER OF ROOF.

D45 AT DORMER EAVES, REMOVE EXISTING WOOD FASCIA AND CORNICE.

D46 REMOVE PORTION OF CATWALK. COORDINATE WITH NEW WORK FOR EXTENT.

D47 REMOVE EXISTING WALL MOUNTED HANDRAIL.

D48 REMOVE EXISTING METAL GUARDRAILS, HANDRAIL, AND BALUSTERS. PREP TO RECEIVE NEW METAL RAILINGS.

D49 REMOVE ALL EXISTING BATT INSULATION BETWEEN FLOOR JOISTS.

SCALE: 1/8" = 1'-0"A-011

1 SECOND FLOOR DEMOLITION PLAN

SCALE: 1/8" = 1'-0"A-011

2 ATTIC DEMOLITION PLAN

D

C

E

F

B

G

A

1 32 4 5 76 8 9 10 11 12 13 14 15 16 17 18

D32

D33

TYP.

D34

TYP.

D44

D44 D44

D44 D44

D45

TYP.

D45

TYP.

D25 D25

D25

D44

A-012

TYP.

A-012

TYP.

PORCH ROOF BELOW

D30 D43

D43

D435

A-012

TYP.

EXISTING WALL TO BE REMOVED

EXISTING DOOR AND FRAME TO BE REMOVED

EXISTING WALL TO REMAIN

EXISTING DOOR TO REMAIN

EXISTING CONCRETE SLAB TO BE

REMOVED, REFER TO STRUCTURAL

DRAWINGS

ALL EXISTING FLOORING, CEILINGS, AND CEILING SUPPORT SYSTEMS ARE TO BE REMOVED.

REMOVE ANY FINISHES AROUND CONCRETE COLUMNS, PREPARE SURFACE TO RECEIVE NEW COLUMN

FURRING OR PAINT.

DASHED LINES INDICATE ITEMS TO BE REMOVED.

ELEMENTS TO REMAIN IN PLACE SHALL BE PROTECTED FROM DAMAGE, DUST AND DEBRIS.

DUST CONTROL SHALL BE THE FULL RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL PERFORM CLEAN UP OF ALL REFUSE, RUBBISH, SCRAP MATERIALS AND DEBRIS CAUSED BY THE WORK ON A DAILY BASIS. CLEANING OF AREA SURROUNDING THE WORK AREA WHERE CONSTRUCTION DEBRIS OR DUST

ACCUMULATES WILL BE THE RESPONSIBILITY OF THE CONTRACTOR.

REFER TO CIVIL, STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTIONS DRAWINGS

FOR DEMOLITION OF ADDITIONAL ITEMS.

CONTRACTOR TO MAINTAIN WATER TIGHT INTEGRITY OF BUILDING AT ALL TIMES.

EXISTING CONDITIONS ARE TAKEN FROM FIELD OBSERVATIONS AND PRIOR CONSTRUCTION DOCUMENTS WHEN AVAILABLE AND ARE NOT GUARANTEED. CONTRACTORS ARE RESPONSIBLE FOR EXAMINING THE BUILDING AND VERIFYING EXISTING CONDITIONS AND ARE TO CONTACT THE OWNER REPRESENTATIVE

REGARDING ANY DISCREPANCIES.

DEMOLITION WORK SHALL INCLUDE REMOVAL OF ALL ITEMS INDICATED TO BE REMOVED AND/OR SALVAGED, AND LEGAL DISPOSAL OF ITEMS NOT INTENDED FOR SALVAGE. WORK SHALL ALSO INCLUDE REMOVAL OF ALL MINOR SUPPORTS, BRACKETS, FASTENERS, CONDUITS, PIPING, AND SIMILAR ITEMS WHICH ARE NOT

INDICATED TO REMAIN.

ALL FLOOR AND WALL CONDITIONS WHICH ARE TO RECEIVE NEW CONSTRUCTION ARE TO BE DEMOLISHED AS

INDICATED AND PROPERLY PREPPED TO RECEIVE NEW FINISHES.

ALL FLOOR, WALL, AND CEILING CONDITIONS THAT ARE DISTURBED BY DEMOLITION ARE TO BE PATCHED, REPAIRED AND/OR PAINTED, WITH SIMILAR MATERIALS AND COLORS. REFER TO NEW WORK FLOOR PLANS, REFLECTED CEILING PLANS, AND FINISH SCHEDULE.

AT WALL REMOVAL FOR MECHANICAL PENETRATIONS, OPENING TO BE APPROXIMATELY 6" LARGER THAN

DUCT SIZE ON ALL SIDES. COORDINATE WITH MECHANICAL DRAWINGS.

ALL EMBOSSED DECORATIVE DOOR KNOBS TO BE SALVAGED AND TURNED OVER TO OWNER.

FOR ADDITIONAL REMOVAL INFORMATION REFER TO SECTIONS AND DETAILS.

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

GENERAL REMOVAL NOTES

H

76 8 9 10 11 12 13

D5

D3 D6

D6

D7D7

D7

D7

D8

D7 D7

D8

D9

D10

D

C

B

A

9 10

4" 11' - 0" 4"

D16

D1

D1

D1

D17

D3

D2

D19

D10

D36

1' - 3" 3' - 8" 1' - 3"

D36

D36

/2

1'

/8

F

G

H

76 8 9 10 11 12 13

D7 D7D22

D8

D8

D8

D8

D8 D8

D23 D23

D24

D24

D24

D24

D3

D10

D14

D14 D14 D14 D14

D14

D43

D43 D43 D43

D43

D14 D14

D

C

B

A

9 10

D22

D17

D18

D17

D1

D1 D1

D1

D23

D2

D41

D39

REMOVE EXISTING WOOD CORNICE AND BLOCKING

DOWN TO EXISTING WOOD ROOF AND WALL

STRUCTURE. PREPARE STRUCTURE FOR

INSTALLATION OF PVC CORNICE. SAVE A PORTION

OF THE EXISTING ORIGINAL DORMER CORNICE FOR

CREATION OF THE PVC CORNICE PROFILES.

EXISTING WOOD ROOF

STRUCTURE AND ROOF

DECKING TO REMAIN.

EXISTING WOOD WALL STRUCTURE

AND SHEATHING TO REMAIN.

REMOVE EXISTING WOOD

FASCIA, CORNICE AND

BLOCKING DOWN TO EXISTING

WOOD ROOF STRUCTURE AND

BRICK WALL. PREPARE

STRUCTURE FOR

INSTALLATION OF PVC FASCIA

AND PVC CORNICE. SAVE A

PORTION OF THE EXISTING

ORIGINAL ROOF FASCIA AND

CORNICE FOR CREATION OF

THE PVC FASCIA AND PVC

CORNICE PROFILES.

EXISTING WOOD ROOF

STRUCTURE AND ROOF

DECKING TO REMAIN.

EXISTING BRICK WALL AND

CONCRETE FLOOR STRUCTURE

TO REMAIN.

EXISTING PORCH ROOF

STRUCTURE TO REMAIN.

REMOVE EXISTING WOOD FASCIA AND

ENTABLATURE DOWN TO EXISTING WOOD

ROOF STRUCTURE. PREPARE STRUCTURE

FOR INSTALLATION OF PVC FASCIA AND

PVC ENTABLATURE. SAVE A PORTION OF

THE EXISTING ORIGINAL FASCIA AND

ENTABLATURE FOR CREATION OF THE PVC

FASCIA AND PVC ENTABLATURE

PROFILES.

INSTALL TEMPORARY STRUCTURAL SUPPORTS

UNDER ROOF JOISTS AND REMOVE EXISTING

WOOD COLUMN, CAPITAL AND BASE.

EXISTING PORCH ROOF

DECKING TO REMAIN.

www.chacompanies.com

Powers Building, 16 West Main Street, Suite 830

Main: (585) 262-2640

Rochester, NY 14614-1607

Engineering Architecture Environmental Planning

300 State Street Suite 201

Rochester, NY 14614 P: (585) 454-6110 www.labellapc.com

LaBella Powered by partnership.

Miller-RemickLLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering A Service Disabled Veteran Owned Small Business

MR PROJECT NO: 0499-0084

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

CONSULTANTS: Office of Construction and Facilities Management o n e e ig h th i n c h o n e f o o t

B

A

C

D

E

F th re e i n c h e s o n e f o o t 6 o n e a n d o n e h a lf i n c h e s o n e f o o t o n e i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

97 8654321

B

A

C

D

E

F

NO. DESCRIPTION DATE

KEYPLAN

MILLER-REMICK LLC

PROFESSIONAL ENGINEER

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

PLAN

NORTH

NORTHAMPTON VAMC

RENOVATION OF BLDG. 20

LEEDS, MASSACHUSETTS

631-17-004

20A Se rv ic e D i s a b l e d

Ve t e r an Owned S m a l l B u s iness

SDVOSB

CVE

U.S. Department of Veterans Affairs

ACTUAL

NORTH

C U s e rs \A

B ra d fo rd \D o c u m e n ts \R e v it L o c a l F ile s \2

N o rt h a m p to n V

A M

C B ld g

A rc h a b ra d fo rd .r v t

09-21-2018 Checker Author

A-012

ROOF & ENLARGED DEMOLITION

PLANS

BID DOCUMENTS

SCALE: 1/8" = 1'-0"A-012

1 ROOF DEMOLITION PLAN

DEMOLITION LEGEND

DEMOLITION PLAN KEYNOTES

D1 REMOVE EXISTING INTERIOR PARTION AS SHOWN. INCLUDING DOOR FRAMES WITHIN PARTITION AND ANY WALL

MOUNTED ITEMS.

D2 REMOVE EXISTING DOOR, FRAME AND HARDWARE

D3 REMOVE EXISTING DOOR, FRAME, HARDWARE, AND BRICK INFILL.

D4 REMOVE EXISTING PLUMBING FIXTURE AND ASSOICATED ACCESSORIES. SEE PLUMBING DEMOLITION PLANS FOR

MORE INFORMATION

D5 REMOVED EXISTING CONCRETE STAIRS

D6 REMOVE EXTERIOR CONCRETE WALL DOWN TO FOUNDATION. COORDINATE WITH STRUCTURAL AND CIVIL

DRAWINGS FOR EXTENT.

D7 REMOVE EXTERIOR CONCRETE STAIRS , LANDINGS, AND CONCRETE WALLS DOWN TO FOUNDATION. COORDINATE

CIVIL AND STRUCTURAL DRAWINGS FOR EXTENT

D8 REMOVE EXISTING HANDRAILS, GUARDRAILS AND RAILINGS

D9 REMOVE EXISTING SIDEWALK AND RAILINGS. COORDINATE WITH SITE DEMOLITION AND NEW CIVIL DRAWINGS

FOR EXTENT.

D10 REMOVE ANY EXISTING CEILINGS, CEILING SUPPORT SYSTEMS, LIGHT FIXTURES, AND OTHER CEILING MOUNTED

ITEMS. COORDINATE WITH MEP DRAWINGS.

D11 REMOVE PORTION OF EXTERIOR WALL BELOW WINDOW OPENING FOR INSTALLATION OF NEW DOOR. COORDINATE

EXTENT WITH NEW WORK.

D12 REMOVE EXISTING STONE FIREPLACE INCLUDING MANTLE AND FLOOR TILE

D13 REMOVE EXISTING CASEWORK INCLUDING BASE CABINETS, UPPER CABINETS, COUNTERS, SHELVING, ETC.

D14 REMOVE EXISTING WOOD COLUMN, WOOD CAPITAL AND WOOD BASE. CONCRETE BASE TO REMAIN - PREP TO

RECEIVE NEW FRP COLUMNS.

D15 REMOVE EXISTING WALL MOUNTED ELECTRICAL PANELS, EQUIPMENT, I.T. DEVICES, AND EQUIPMENT.

COORDINATE WITH ELECTRICAL DRAWINGS

D16 REMOVE EXISTING CONCRETE SLAB FOR ELEVATOR PIT AS SHOWN. COORDINATE WITH NEW ELEVATOR AND

STRUCTURAL DRAWINGS AND SPECIFICATIONS.

D17 REMOVE EXISTING CONCRETE STAIRS AND METAL RAILINGS

D18 REMOVE EXISTING STAIR CONCRETE LANDING

D19 REMOVE EXISTING EXTERIOR CONCRETE STAIRS AND LANDING

D20 REMOVE PORTION OF EXTERIOR CONCRETE WALL FOR NEW WINDOW. COORDINATE WITH WINDOW SCHEDULE

AND DETAILS FOR DEMOLITION EXTENT.

D21 REMOVE EXISTING INTERIOR WINDOW AND FRAME.

D22 REMOVE CONCRETE SLAB AND ANY STRUCTURAL RIBS UNDERNEATH. COORDINATE WITH STRUCTURAL

DRAWINGS AND NEW WORK FOR EXTENT.

D23 REMOVE EXISTING CONCRETE WINDOW SILL. PREPARE EXISTING WINDOW OPENING FOR INFILL.

D24 REMOVE EXISTING SCREEN, FRAMES, AND SCREEN DOOR SYSTEM

D25 SEE MECHANICAL FOR REMOVAL OF EXISTING ROOF TOP UNITS. INFILL EXISTING OPENING AND PREP FOR NEW

ROOF.

D26 REMOVE EXISTING FLOOR TILE, TILED SHOWER/TUB PARTITIONS, SHOWER PLUMBING FIXTURES, AND TILED

THRESHOLD SHOWER CURBS

D27 REMOVE ANY EXISTING WALL MOUNTED ACCESSORIES, FIXTURES, DEVICES, ETC. ALONG EXTERIOR WALL

D29 REMOVE EXISTING SINKS, TOILETS, TOILET PARTITIONS, ACCESSORIES, AND WALL AND FLOOR TILE. COORDINATE

WITH PLUMBING DRAWINGS

D30 REMOVE EXISTING ROOF MEMBRANE, FLASHINGS, COPING, AND SUBSTRATE DOWN TO ROOF SHEATHING.

D31 REMOVE EXISTING RADIATOR, ACCESSORIES, AND ASSOCIATED PLUMBING. COORDIANTE WITH MEP DEMOLITION

DRAWINGS

D32 REMOVE AND REPLACE ANY DAMAGED SUBSTRATE AND PREP FOR NEW ROOF.

D33 REMOVE AND REPLACE ANY DAMAGED SHEATHING ALONG WALLS OF DORMER AND PREP FOR NEW SIDING.

D34 REMOVE ALL EXISTING EXHAUST DUCTS, VENTS, AND OTHER ROOF PENETRATIONS AND FLASHING. COORDINATE

WITH MEP DEMOLITION.

D36 REMOVE PORTION OF EXTERIOR WALL. COORDINATE WITH STRUCTURAL DRAWINGS AND NEW WORK FOR

EXTENT.

D37 REMOVE EXISTING INTERIOR CMU WALL

D38 REFER TO MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS ON EXTENT OF DEMOLITION FOR MEP

EQUIPMENT AND ACCESSORIES.

D39 REMOVE EXISTING CANOPY IINCLUDING SLATE ROOFING, MEMBRANES, SOFFITS, FLASHING, SUPPORT POSTS

D40 ALL EXISTING WINDOWS ARE TO BE REMOVED BEFORE START OF CONSTRUCTION BY OWNER. PREPARE ALL

OPENINGS TO RECEIVE NEW WINDOWS.

D41 REMOVE PORTION OF CONC. SLAB WHERE NEW MECHANICAL, PLUMBING, OR ELECTRICAL PENETRATIONS OCCUR.

REFER TO MEP DRAWINGS FOR LOCATION AND SIZES.

D43 REMOVE EXISTING WOOD FASCIA AND ENTABLATURE.

D44 AT ROOF EAVE, REMOVE EXISTING WOOD FASCIA AND CORNICE. FULL PERIMETER OF ROOF.

D45 AT DORMER EAVES, REMOVE EXISTING WOOD FASCIA AND CORNICE.

D46 REMOVE PORTION OF CATWALK. COORDINATE WITH NEW WORK FOR EXTENT.

D47 REMOVE EXISTING WALL MOUNTED HANDRAIL.

D48 REMOVE EXISTING METAL GUARDRAILS, HANDRAIL, AND BALUSTERS. PREP TO RECEIVE NEW METAL RAILINGS.

D49 REMOVE ALL EXISTING BATT INSULATION BETWEEN FLOOR JOISTS.

SCALE: 1/4" = 1'-0"A-012

2 BASEMENT STAIR SOUTH ENTRANCE DEMOLITION PLAN

SCALE: 1/4" = 1'-0"A-012

3 BASEMENT STAIR DEMOLITION PLAN

SCALE: 1/4" = 1'-0"A-012

6 FIRST FLOOR PORCH & STAIR DEMOLITION PLAN

SCALE: 1/4" = 1'-0"A-012

4 FIRST FLOOR STAIR DEMOLITION PLAN

SCALE: 1 1/2" = 1'-0"A-012

8 DORMER EAVE REMOVAL DETAIL

SCALE: 1 1/2" = 1'-0"A-012

7 EAVE REMOVAL DETAIL

SCALE: 1 1/2" = 1'-0"A-012

5 PORCH EAVE REMOVAL DETAIL

DN DN

BUILDING 20

3 STORY

22,708 BGSF

NEW ENTRY STAIR

AND LANDING

ACCESSIBLE

ENTRANCE

(18) PARKING SPACES

(5) ADA PARKING SPACES

(23) TOTAL PARKING SPACES

ELEV. VEST.

ACCESS

EXIT STAIR EXIT STAIR

FIRST

FLOOR EXIT

BASEMENT

EXIT

BASEMENT

EXIT

EMERGENCY

GENERATOR

AIR-

CONDENSING

UNIT

TRANSFORMER

NEW CONCRETE

SIDEWALK W/ STEPS

AND HANDRAILS

NEW CONCRETE

SIDEWALK W/ STEPS

AND HANDRAILS

ACCESS DRIVE

NEW ASPHALT

PAVING

NEW ASPHALT

PAVING

6" BOLLARDS, TYP.

CONCRETE SIDEWALK CONCRETE SIDEWALK

CATCH BASIN, TYP.

NEW SITE LIGHTING, TYP.

NEW RETAINING WALL

DOWNSPOUTS, TYP.

AIR-COOLED

CHILLER

CONC. WHEEL

STOP, TYP.

PROJECT LOCATION

www.chacompanies.com

Powers Building, 16 West Main Street, Suite 830

Main: (585) 262-2640

Rochester, NY 14614-1607

Engineering Architecture Environmental Planning

300 State Street Suite 201

Rochester, NY 14614 P: (585) 454-6110 www.labellapc.com

LaBella Powered by partnership.

Miller-RemickLLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering A Service Disabled Veteran Owned Small Business

MR PROJECT NO: 0499-0084

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

CONSULTANTS: Office of Construction and Facilities Management o n e e ig h th i n c h o n e f o o t

B

A

C

D

E

F th re e i n c h e s o n e f o o t 6 o n e a n d o n e h a lf i n c h e s o n e f o o t o n e i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

97 8654321

B

A

C

D

E

F

NO. DESCRIPTION DATE

MILLER-REMICK LLC

PROFESSIONAL ENGINEER

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER. NORTHAMPTON VAMC

RENOVATION OF BLDG. 20

LEEDS, MASSACHUSETTS

631-17-004

20A Se rv ic e D i s a b l e d

Ve t e r an Owned S m a l l B u s iness

SDVOSB

CVE

U.S. Department of Veterans Affairs

C U s e rs \A

B ra d fo rd \D o c u m e n ts \R e v it L o c a l F ile s \2

N o rt h a m p to n V

A M

C B ld g

A rc h a b ra d fo rd .r v t

09-21-2018 Checker Author

A-100

ARCHITECTURAL SITE PLAN

BID DOCUMENTS

SCALE: 3/32" = 1'-0"A-100

1 ARCHITECTURAL SITE PLAN - FOR REFERENCE

N

PLAN

NORTH

CAMPUS MAP

N

UP

UP

UP

DN DN

DN

DN

UP

UP

D

C

E

F

B

G

H

A

1 32 4 5 76 8 9 10 11 12 13 14 15 16 17 18

64 SF

TOILET

123 SF

VEST.

279 SF

MECH.

100 SF

IT

65 SF

ELEVATOR

EXIST

STAIR

EXIST

STAIR

221 SF

STAFF

LOUNGE

100 SF

OFFICE -

CLINICAL

ENG.

582 SF

OFFICE /

WORK AREA-

SAFETY

94 SF

OFFICE -

SAFETY

165 SF

SHARED

OFFICE - ENG.

010 100 SF

OFFICE - ENG.

362 SF

CONFERENCE

RM

CORR.

93 SF

ELEV. VEST.

CORR.

195 SF

WORK AREA /

COPIER

240 SF

PLANS ROOM

/ STORAGE

201 SF

INTERIOR

DESIGNER

190 SF

SHARED

OFFICE - ENG.

155 SF

SHARED

OFFICE - ENG.

009 49 SF

WAITING

123 SF

OFFICE - ENG.

153 SF

CONFERENCE

RM

96 SF

OFFICE

99 SF

OFFICE

100 SF

OFFICE

101 SF

OFFICE

029102 SF

ELEC.

180 SF

SHARED

OFFICE - ENG.

96 SF

FILE STOR.

64 SF

TOILET

91 SF

ELEV.

MACHINE RM

47 SF

JAN.

53 SF

TOILET

36 SF

CLOSET

CORR.

106 SF

OFFICE - ENG.

A-410

A-2012

A-201

A-201 4

1 / A-401 1 / A-402

1 / A-401 1 / A-402

A-301

___________1

A-301

A-301

A-301

A-411

A-301

___________3

A-301

A-301

A-301

TYP.

TYP.

FEC FEC

FEC

D

C

E

F

B

G

H

A

1 32 4 5 76 8 9 10 11 12 13 14 15 16 17 18

65 SF

ELEVATOR

194 SF

WAITING

239 SF

STAFF

LOUNGE

360 SF

CONFERENCE

RM

358 SF

OFFICE - PIV

EXIST

STAIR

158 SF

ELEC. / IT

121 SF

OFFICE - HR

164 SF

SHARED

OFFICE - HR

CORR.

CORR.

EXIST

STAIR

174 SF

SHARED

OFFICE -

CONTRACTING

114 SF

WORK RM /

COPIER

123115 SF

OFFICE -

CONTRACT

CORR.

48 SF

TOILET

157 SF

SHARED

OFFICE -

CONTRACTING

170 SF

SHARED

OFFICE -

CONTRACTING

128156 SF

SHARED

OFFICE -

CONTRACTING

96 SF

OFFICE -

LEGAL

100 SF

OFFICE -

LEGAL

101 SF

OFFICE -

LEGAL

222 SF

WORK RM /

COPIER

159 SF

SHARED

OFFICE - HR

153 SF

SHARED

OFFICE - HR

106153 SF

SHARED

OFFICE - HR

168 SF

SHARED

OFFICE - HR

101 SF

OFFICE - HR

301 SF

SHARED

OFFICE - HR

114 146 SF

WORK RM /

COPIER

51 SF

TOILET

52 SF

ELEV. VEST.

57 SF

TOILET

63 SF

JAN.

A-411

A-2012

A-201

A-201 4

A-410

1 / A-403 1 / A-404

1 / A-403 1 / A-404

A-301

___________1

A-301

A-301

A-301

A-301

___________3

A-301

A-301

A-301

TYP.

FEC FEC

90 SF

VESTIBULE

A-310

TYP.

A-201

TYP.

0"

-4' - 5"

-4' - 5"

0"

99 SF

OFFICE - HR

FEC

CONSTRUCTION SHALL COMPLY WITH ALL LOCAL, STATE AND FEDERAL CODES AND REGULATIONS.

ALL DRAWINGS ARE GRAPHIC REPRESENTATIONS OF APPROXIMATE LOCATIONS OF NEW MATERIALS. IT IS THE CONTRACTOR'S

RESPONSIBILITY TO FIELD VERIFY ALL CONDITIONS PRIOR TO COMMENCEMENT OF WORK.

CONTRACTORS ARE RESPONSIBLE FOR ALL MATERIALS, CONSTRUCTION METHODS AND CRAFTSMANSHIP.

CONTRACTORS ARE TO VERIFY ALL EXISTING CONDITIONS, REQUIREMENTS, NOTES, CODES AND DIMENSIONS, PRIOR TO THE START OF CONSTRUCTION AND SHALL NOTIFY THE ARCHITECT IF CONDITIONS VARY FROM THOSE SHOWN ON THE DOCUMENTS.

CONTRACTORS ARE TO PROVIDE ADEQUATE SUPPORT OF EXISTING FOUNDATION WALLS, LOAD BEARING WALLS AND PARTITIONS

DURING DEMOLITION AND CONSTRUCTION.

THOROUGHLY COORDINATE WORK WITH OTHER TRADES AND DETERMINE THE EXACT ROUTE AND LOCATION OF UTILITIES, MATERIALS AND EQUIPMENT BEFORE FABRICATION AND INSTALLATION.

WHEN EXISTING CONSTRUCTION IS REMOVED, DISTURBED, DAMAGED, REPLACED OR RENOVATED IN ANY WAY, CONTRACTORS SHALL PROVIDE PATCHING, PAINTING AND MATERIALS OF SAME TYPE AND QUALITY AS TO MATCH ADJACENT EXISTING

SURFACES, UNLESS OTHERWISE NOTED.

CONTRACTORS PROVIDE ALL BLOCKING, FURRING AND SHIMMING FOR INSTALLATION AND COMPLETION OF WORK.

ALL NEW WORK SHALL BE PLUMB, LEVEL AND SQUARE. SCRIBE AND MAKE FIT ALL NEW TO EXISTING.

CONTRACTORS VERIFY ALL DIMENSIONS BEFORE ORDERING MATERIAL OR DOING WORK. NO EXTRA COMPENSATION OR CHARGES WILL BE ACCEPTED DUE TO DIFFERENCES BETWEEN THE ACTUAL MEASUREMENTS AND MEASUREMENTS INDICATED

ON THE DRAWINGS.

ALL DETAILS ARE SUBJECT TO CHANGE DUE TO EXISTING FIELD CONDITIONS. CONTRACTOR MUST NOTIFY ARCHITECT OF SAME.

NO SITE VISITS WILL BE MADE BY THE ARCHITECT. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR CHANGES TO THESE

DRAWINGS AND COMPLETION OF COMPLIANT WORK.

ARCHITECT TO COORDINATE ALL DOOR HARDWARE, TRIM AND FINISHES TO MEET INTENT AND COMPLIANCE.

THESE DRAWINGS DO NOT PURPORT TO SHOW ALL ITEMS AND PROCEDURES REQUIRED FOR A COMPLETE INSTALLATION. THE INTENT IS TO INDICATE THE GENERAL SCOPE OF THE PROJECT IN TERMS OF THE GENERAL ARCHITECTURAL DESIGN CONCEPT, THE LOCATION/DIMENSIONS OF THE CONSTRUCTION AND MAJOR ELEMENTS OF CONSTRUCTION.

CONTRACTORS ARE RESPONSIBLE FOR OBTAINING AND PAYING FOR ALL PERMITS ASSOCIATED WITH THE WORK OF THEIR

CONTRACT.

ITEMS NOTED AS 'BY OWNER” ARE TO BE FURNISHED AND INSTALLED BY THE OWNER OR THE OWNER'S VENDOR.

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

GENERAL CONSTRUCTION NOTES

1. FOR 'FIRE/SMOKE BARRIER/WALL' CODE MARKING AND IDENTIFICATION REQUIREMENTS, REFER TO CODE COMPLIANCE

PLANS G-003 AND G-004.

2. ALL LOCATIONS WHERE NEW CONSTRUCTION MEETS EXISTING, PROVIDE A SMOOTH AND SEAMLESS FINISH.

3. PATCH AND REPAIR ALL EXISTING WALLS WHERE INTERIOR FACE IS EXPOSED. PROVIDE A SMOOTH AND SEAMLESS FINISH

4. PROVIDE CONTINUOUS BLOCKING FOR ATTACHMENT OF ALL CASEWORK AND ACCESSORY ITEMS. VERIFY MOUNTING

HEIGHTS WITH OWNER.

5. PROVIDE FIRE RATED REPAIR/INFILL AT ALL ABANDONED WALL PENETRATIONS AT EXISTING RATED SHAFTS AND

STAIRWELLS WITH CONCRETE, MORTAR, GROUT, INTUMESCENT FIRESTOPPING OR FIRE RESISTIVE JOINT SEALANT TO

MAINTAIN THE REQUIRED FIRE RESISTANCE RATING.

6. ALL FURNITURE SHOWN IS FOR REFERENCE ONLY. FURNITURE IS N.I.C. UNLESS NOTED OTHERWISE.

7. ALL DIMENSIONS ARE TAKEN TO THE NOMINAL FACE OF EXISTING WALLS, CENTERLINE OF STUD, OR COLUMN GRID

CENTER LINE - UNLESS NOTED OTHERWISE.

8. REFER TO ENLARGED PLANS FOR ANY ADDITIONAL KEY NOTES, DIMENSIONS AND DETAILS.

9. ALL WALLS TO BE WALL TYPE S3.0b UNLESS NOTED OTHERWISE, REFER TO SHEET A-002 - PARTITION TYPES FOR

ADDITIONAL INFORMATION

www.chacompanies.com

Powers Building, 16 West Main Street, Suite 830

Main: (585) 262-2640

Rochester, NY 14614-1607

Engineering Architecture Environmental Planning

300 State Street Suite 201

Rochester, NY 14614 P: (585) 454-6110 www.labellapc.com

LaBella Powered by partnership.

Miller-RemickLLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering A Service Disabled Veteran Owned Small Business

MR PROJECT NO: 0499-0084

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

CONSULTANTS: Office of Construction and Facilities Management o n e e ig h th i n c h o n e f o o t

B

A

C

D

E

F th re e i n c h e s o n e f o o t 6 o n e a n d o n e h a lf i n c h e s o n e f o o t o n e i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

97 8654321

B

A

C

D

E

F

NO. DESCRIPTION DATE

KEYPLAN

MILLER-REMICK LLC

PROFESSIONAL ENGINEER

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

PLAN

NORTH

NORTHAMPTON VAMC

RENOVATION OF BLDG. 20

LEEDS, MASSACHUSETTS

631-17-004

20A Se rv ic e D i s a b l e d

Ve t e r an Owned S m a l l B u s iness

SDVOSB

CVE

U.S. Department of Veterans Affairs

ACTUAL

NORTH

C U s e rs \A

B ra d fo rd \D o c u m e n ts \R e v it L o c a l F ile s \2

N o rt h a m p to n V

A M

C B ld g

A rc h a b ra d fo rd .r v t

09-21-2018 TM AB

A-101

OVERALL BASEMENT & FIRST FLOOR

PLAN

BID DOCUMENTS

SCALE: 1/8" = 1'-0"A-101

1 BASEMENT FLOOR PLAN

SCALE: 1/8" = 1'-0"A-101

2 FIRST FLOOR PLAN

FLOOR PLAN KEYNOTES

1 ALIGN FINISH FACES OF GYPSUM BD.

2 PATCH AND REPAIR ALL EXISTING METAL LATH AND PLASTER ON EXTERIOR WALLS. PREPARE WALLS TO RECEIVE PAINT.

3 PROVIDE ALL NEW WINDOWS. REFER TO ENLARGED PLANS, WINDOW TYPES, AND WINDOW DETAILS FOR INFORMATION ON

SIZES AND TYPES.

4 VERIFY EXISTING STAIR ENCLOSURE MEETS A 1-HOUR FIRE RATED ASSEMBLY. IF NOT, REPAIR ANY AREAS TO BRING UP TO

CURRENT CODE TO MEET A 1-HOUR FIRE RATING.

5 ADA COMPLIANT WATER BOTTLE FILLER. REFER TO TYP. MOUNTING HEIGHTS

6 REFER TO MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTION PLANS FOR EQUIPMENT LAYOUT.

7 NEW SYNTHETIC SLATE COMPOSITE ROOFING TILE SYSTEM. REFER TO SPECIFICATIONS AND DETAILS FOR MORE INFORMATION

8 NEW HALF ROUND GUTTER. SEE DETAILS FOR SIZING.

9 NEW EPDM SINGLE-PLY ROOFING MEMBRANE. REFER TO SPECIFICATIONS AND DETAILS FOR MORE INFORMATION.

10 VESTIBULE FINISHED FLOOR IS AT A DIFFERENT LEVEL THAN REST OF PLAN. REFER TO VESTIUBLE SECTIONS AND DETAILS FOR

MORE INFORMATION.

11 INFILL EXISTING EXTERIOR WALL. REFER TO DETAIL ON SHEET A-310

12 ALL EXISTING BRICK VENEER TO BE CLEANED TO REMOVE SURFACE STAINING, DIRT, AND DEBRIS.

13 PROVIDE FIRE CAULKING AROUND ALL ATTIC FLOOR PENETRATIONS. REFER TO MEP DRAWINGS FOR PENETRATION SIZES AND

LOCATIONS.

14 LOCATION OF ROUND RAIN LEADER. SEE DETAILS FOR SIZING.

15 AT FLAT ROOF, INSTALL NEW EPDM ROOFING SYSTEM ON TAPERED INSULATION OVER NEW PLYWOOD SHEATHING. SECURE

PLYWOOD SHEATHING TO EXISTING ROOF DECKING AND STRUCTURE.

16 INSTALL NEW ALUM. LOUVERS IN EXISTING WINDOW OPENINGS.

17 INSTALL NEW 12" DIA. STRUCTURAL FRP ROUND TAPERED COLUMNS. PROFILES TO MATCH EXISTING WD COLOUMNS.

COLUMNS TO BE ANCHORED TO EXISTING CONCRETE BASE.

18 INSTALL NEW RECTANCULAR STRUCTURAL FRP COLUMN. PROFILES TO MATCH EXISTING WD COLOUMN. COLUMN TO BE

ANCHORED TO…