WPMS_04_Arch.pdf

P

G

Q

R

S

H

I

J

A

B

C

SYMBOLS

T

U

V

W

K

L

M

N

O

D

E

F

EH ELECTRIC HEATER

UNLESS NOTED

OTHERWISE

UNO

FIRE EXTINGUISHERFE

OPP OPPOSITE

PLATE

PLASTER

PLASTIC LAMINATE

GAUGE

GROUND

GALVANIZED

G

GA

GALV

PL

PLAS

PLAM

QUARRY TILE

PAINT

PARTITION

POLYVINYL CHLORIDE

PORCELAIN

RISERS

RUBBER

RECESSED

REFERENCE

ROOF DRAIN

RADIUS

RESILIENT BASE

POUNDS PER SQUARE INCH

POUNDS PER SQUARE FOOT

REFLECTED CEILING PLAN

SOUTH

SCHEDULE

REQUIRED

ROOM

RESILIENT

RESISTANT

ROUGH OPENING

RETAINING

SQUARE

STEEL

STANDARD

STAINLESS STEEL

STUCCO

SHEET

SIMILAR

SECTION

SEALANT

SPECIFICATION

SOLID CORE WOOD

REINFORCED

GLASS

GALVANIZED IRON

GENERAL

GYPSUM

GROUT

GYPSUM BOARD

GYPSUM PLASTER

GLAZED TILE

GLASS BLOCK

GROUND FAULT

CIRCUIT INTERRUPT

HEAD

HOLLOW METAL

HARDWARE

HARDWOOD

HOLLOW CORE

GI

GL

GFCI

GEN

GT

GT

GYP BD

GYP PLAS

GYP

GL BLK

HD

HC

HM

HDW

HDWD

HEIGHT

HORIZONTAL

INCH

INSULATION

INSIDE DIAMETER

INVERT

JANITOR

JOINT

JUNCTION BOX

INTERIOR

HT

HORIZ

IN

ID

INSUL

INV

JT

JAN

J-BOX

INT

HANDRAILHNDRL

SQ

SST

STL

STD

STUC

R

SCW

SHT

SIM

SECT

SPEC

SLNT

S

SCHED

REQD

RES

RET

RESIL

RO

RM

RD

REF

REC

REINF

RBR

PSI

QT

R

PT

PVC

PTN

PSF

PORC

RB

R

RCP

PLYWD

GENERAL CONTRACTOR

PLYWOOD

GC

AND

AT

ANGLE

AFF

ADJ

ACT

ACPL

ACOUS

BOARD

ALT

AHR

BD

ATTEN

BLDG

ALUM

APPROX

AFG

BEAM

BRICK

BRG

BOT

BM

BRK

CAB

CB

CEM

BSMT

CG

CJ

CM

CLG

CER

CO

CMU

CONC

COL

CONSTR

CEM PLAS

BLK BLOCK

CONCRETE

MASONRY UNIT

COLUMN

CONCRETE

CLEAN OUT

CONSTRUCTION

ATTENUATION

CEMENT PLASTER

CERAMIC

CEILING

CERAMIC MOSAIC

CORNER GUARD

CONTROL JOINT

CEMENT

CATCH BASIN

CABINET

BEARING

BOTTOM

BASEMENT

BUILDING

ABOVE FINISHED FLOOR

ABOVE FINISHED GRADE

ANCHOR

ALUMINUM

ALTERNATE

APPROXIMATELY

ACOUSTICAL CEILING TILE

ACOUSTICAL

ACOUS. PLASTER

ADJUSTABLE

CHANNEL

DIAMETER

CENTER LINE

TREADS

TOP AND BOTTOM

TONGUE AND GROOVE

SUSPENDED

SHEET VINYL

TOP OF CONCRETE

TOP OF MASONRY

TOP OF STEEL

TOP OF WALL

THROUGH

TYPICAL

TERRAZZO

TELEPHONE

VINYL WALL COVERING

VITRIFIED CLAY PIPE

VERTICAL

URINAL

WOOD PANELING

WEST

WOOD

WITH

WIDE FLANGE

WATER CLOSET

VINYL COMPOSITION TILE

T

KITCHEN

KICKPLATE

LAMINATE

LOUVER

LIGHT WEIGHT

LINOLEUM

LAVATORY

KPL

KIT

LAM

LT WT

LVR

LINO

LAV

MECHANICAL

MAN HOLE

MANUFACTURER

MACHINE

MAXIMUM

METAL

MULLION

MOISTURE RESISTANT

MINIMUM

MASONRY OPENING

NORTH

NOT IN CONTRACT

NOMINAL

NOT TO SCALE

MECH

MFR

MH

MAX

MACH

MTL

MULL

MR

MO

MIN

N

NIC

NOM

NTS

WDP

WC

WF

WD

W/

W

VWC

VCP

VCT

VERT

UR

TOC

TOS

TOM

TYP

THRU

TOW

TEL

TER

T & G

T & B

SUSP

SHT VINYL

WATERPROOF

WELDED WIRE FABRIC

OVERHEAD DOOR

OPENING

OPERABLE PARTITION

OVERHANG

OUTSIDE DIAMETEROD

OH

OHD

OP

OPNG

WP

WWF

WR

ON CENTER

WATER-RESISTANT

OC

DETAIL

COR

CT

CR

DET

DIM

DIA

DBL

DIAG

DOOR

DOWN

EACH

EAST

DR

DS

DN

E

EA

DWG

DISP

EQUALEQ

EPT

EL

EXP

EXP

EW

EWC

ENAM

EXIST

EQUIP

ELEC

FINISH

FLOOR

FD

FLR

FIN

FH

FEC

FDTN

EXT

EJ

FLOOR DRAIN

FOUNDATION

FLAT HEAD

EXPOSED STRUCTURE

EXPANSION

EXTERIOR

ENAMEL

ELECTRIC WATER

COOLER

EPOXY PAINT

EQUIPMENT

EXISTING

EACH WAY

ELEVATION

EXPANSION JOINT

ELECTRICAL

DOWNSPOUT

DRAWING

DIAGONAL

DIAMETER

DISPENSER

DIMENSION

CONTRACTING

OFFICER'S

REPRESENTATIVE

CERAMIC TILE

COLD ROLLED

DOUBLE

FIRE EXTINGUISHER CABINET

CONT CONTINUOUS

STRUCTSTRUCTURAL

ACCOUSTICAL PANELACP

ACCENT PAINTAPT

BOTTOM OF DECKBOD

GLAZED BLOCKG BLK

MIRR MIRROR

MB MARKER BOARD

PTD PAPER TOWEL DISPENSER

SC SEALED CONCRETE

TB TACK BOARD

TS TACK STRIP

TOILET TISSUE DIPENSERTTD

EIFS EXTERIOR INSULATION

FINISH SYSTEM

MB/MR MARKER BOARD

WITH MAP RAILFIELD VERIFYFV

FRAME

FOOT

FR

FT

FTG

F.PRG

FLUOR FLUORESCENT

FIREPROOFING

FOOTING

FIRE RESISTANCE TREATEDFRT

New York District

US Army Corps of Engineers

EARTH

GRAVEL

STEEL

MASONRY CAVITY DRAINAGE

MATERIAL

MEMBRANE ROOFING

BATT. INSULATION

FINISHED WOOD

NOTE:

SEE REFLECTED CEILING PLAN SHEETS FOR

CEILING MATERIALS LEGEND.

REVISION/CHANGE

TYPICAL DOOR CONVENTIONS

BUILDING SECTION

DETAIL/ENLARGED PLAN

EXTERIOR ELEVATIONS

DRAWING TITLE

KEYED NOTE

DOOR TAG

ROOM SYMBOL

COLUMN CENTER LINES

DRAWING SYMBOLS

REFERENCE SYMBOLS

ROOM NAME

ROOM NUMBER

DRAWING REFERENCE NUMBER

DRAWING SHEET NUMBER

END OF SECTION

DRAWING SHEET NUMBER

DRAWING REFERENCE NUMBER

DRAWING

REFERENCE NUMBER

DRAWING SHEET

NUMBER

SCALE OF

DRAWING

REFERENCE

NUMBER

REFERENCING

SHEET

EXISTING DOOR DEMO. DOOR NEW DOOR

SCALE: 11/8" = 1'-0"

R101

View Name

A101

SIM

A101

SIM

WINDOW/LOUVER TAG

A.101

WALL SECTION

END OF SECTION

DRAWING SHEET NUMBER

DRAWING REFERENCE NUMBER1

A101

SIM

P-TYPE TAG CEILING HEIGHT TAG

A

ROOM

8'-0"

A

PX.X

INTERIOR ELEVATIONS

DRAWING REFERENCE NUMBER

DRAWING SHEET NUMBERA.101

1A

DRAWING

TITLE

MATERIAL SYMBOLS

BRICK

CMU

METAL STUDS

PRECAST/CONCRETE/

CAST STONE

RIGID INSULATION

WOOD BLOCKING/FRAMING

GYP. BD.

SECTION AT EXISTING

CONSTRUCTION

STANDARD ABBREVIATIONS

ELEVATION

SPOT

ELEVATION

W-1

CPT CARPET

FLOOR SINKFS

D

2 3

C

A

B

SHEET

A N

S I D

U S

A

R M

Y E

N G

IN

E

E R

D

IS

T R

IC

T

N E

W Y

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K h tt p

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S O

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N N

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F

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E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D A

T E

S

IZ

E

S U

B M

IT

T

E D

B Y

P L

O T

T E

D B

Y

P L

O T

D A

T E

D

E S

C R

IP

T

IO

N

D A

T E

C O

N T

R A

C T

N O

M A

R K

A P

P R

US Army Corps of Engineers

New York District

D E

S C

R

IP

T

IO

N D

A T

E M

A R

K A

P P

R

SHEET

REFERENCE

NUMBER

OF

M A

Y

N

Y D

A /E

C O

V E

R S

U B

M

IT

T E

D B

Y

P L O

T D

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W

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THIS BAR IS ONE INCH ON

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P O

IN

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M

ID

D L

E S

C H

O O

L

A D

D

IT

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N

A N

D R

E N

O V

A T

IO

N

W E

S T

P O

IN

T

N

E W

Y O

R K

METAL ROOF DECK,

REFER TO STRUCTURAL

DRAWINGS

FIRE SAFE MINERAL

WOOL INSULATION

BASE AS

SCHEDULED

FINISH FLOOR

CONTINUOUS HORIZONTAL

MASONRY REINFORCING @ 16" o.c.

7 5/8"

CEILING AS

SCHEDULED

M

IN

CONCRETE MASONRY UNITS

7 5/8"

SOUND BATT

INSULATION

4" CONCRETE

MASONRY UNITS

BASE AS SCHEDULED

CEILING AS

SCHEDULED

7 5/8"

BASE AS SCHEDULED

FINISH FLOOR

BOTTOM OF DECK

ABOVE, REFER TO

STRUCTURAL

DRAWINGS

CONTINUOUS

HORIZONTAL MASONRY

REINFORCING @ 16" o.c.

CONCRETE

MASONRY UNITS

M

IN

CEILING AS

SCHEDULED

7 5/8"

1' - 4"

2' - 7 1/4"

P1 (1 HOUR - UL DESIGN #U-906) P2 P3 P4

BOTTOM OF DECK ABOVE,

REFER TO STRUCTURAL

DRAWINGS

P5 P5.A

3 5/8"

4 7/8"

5/8" GYPSUM BOARD OR

MOISTURE RESISTANT GYPSUM

BOARD AT PLUMBING (CUT TO

DECK CONFIGURATION BOTH

SIDES)

CEILING AS SCHEDULED

SOUND ATTENUATION BATT

INSULATION (P5.A & P5.C

ONLY)

BASE AS

SCHEDULED

P5.B

P6

3 5/8"

FINISH FLOOR

3-5/8" METAL STUDS @ 16" o.c.

4 1/4"

P7

2 1/2"

3 1/8"

METAL STUD

DIAGONAL BRACING @

36" o.c., TYP.

BOTTOM OF DECK ABOVE,

REFER TO STRUCTURAL

DRAWINGS

5/8" GYPSUM BOARD OR

MOISTURE RESISTANT GYPSUM

BOARD AT PLUMBING

CEILING AS SCHEDULED

BASE AS

SCHEDULED

2-1/2" MTL. STUDS @

16" o.c. @ P7.

3-5/8" MTL. STUDS @

P7A ONLY.

P6.A

BOTTOM OF DECK ABOVE,

REFER TO STRUCTURAL

DRAWINGS

P8

8"

9 1/4"

5/8" GYPSUM BOARD OR

MOISTURE RESISTANT GYPSUM

BOARD AT PLUMBING (CUT TO

DECK CONFIGURATION BOTH

SIDES)

CEILING AS SCHEDULED

BASE AS

SCHEDULED

FINISH FLOOR

8" METAL STUDS @ 16" o.c.

P10

3 5/8"

4 1/4" 9 3/4" 4 1/4"

BOTTOM OF DECK ABOVE,

REFER TO STRUCTURAL

DRAWINGS

SOUND ATTENUATION BATT

INSULATION (P9 ONLY)

P9

6"

7 1/4"

6" METAL STUDS @ 16" o.c.

5/8" GYPSUM BOARD OR

MOISTURE RESISTANT GYPSUM

BOARD AT PLUMBING

CEILING AS SCHEDULED

BASE AS

SCHEDULED

3-5/8" METAL STUDS @

16" o.c. (TO DECK ONE

SIDE ONLY)

M

IN

M

IN

M

IN

P9.A

P9.B (54" TALL A.F.F. HALF-WALL WITH

STAINLESS STEEL CAP)

MATCH EXIST.

VARIES

P11

BASE AS

SCHEDULED

FINISH FLOOR

CONTINUOUS HORIZONTAL

MASONRY REINFORCING @ 16" o.c.

CONCRETE MASONRY UNITS

E X

IS

T

IN

G O P E N

IN

G F

IL

L E D I N

GYPSUM PLASTER

FINISH, TO MATCH

EXISTING

A-003

1C

A-003

1C

A-003

1A

A-003

1A A-003

1A

(36" TALL A.F.F. HALF-WALL)

12'-8" A.F.F.

P1.A (1 HOUR - UL DESIGN #U-419

& #U-906)

P1.A

6" METAL STUDS @

16" o.c.

DBL LAYER 5/8"

GYPSUM BOARD

EACH SIDE (CUT TO

DECK PROFILE

ABOVE)

FIRE CAULK JOINT,

BOTH SIDES

SOUND

ATTENUATION BATT

INSULATION

A-003

1A

7 5/8"

8 1/2"

P2.A

7 5/8"

8 1/2"

A-003

1A

P2.A (GYPSUM PARTITION TO DECK)

6" METAL STUDS @

16" o.c.

DBL LAYER 5/8" GYPSUM

BOARD EACH SIDE (CUT

TO DECK PROFILE

ABOVE)

SMOKE SEAL

JOINT, BOTH

SIDES

12'-8" A.F.F.

P9.C (36" TALL A.F.F. HALF-WALL UNDERCOUNTER)

3 5/8"

12'-8" A.F.F.

7 1/4" A-003

1A

6" METAL STUDS @

16" o.c. (BASEMENT

LEVEL ONLY)

5/8" GYPSUM BOARD

EACH SIDE (CUT TO

DECK PROFILE

ABOVE) ALIGN WITH

CMU FACE ROOM

SIDE ONLY

SMOKE SEAL

JOINT, BOTH

SIDES

TO BOTTOM OF

DECK ABOVE, (1ST

FLOOR ONLY)

3-5/8" METAL STUDS @

16" o.c. TO DECK ABOVE

A-003

1B

A-003

1B A-003

1B

(GYP. TO 6" ABOVE CEILING BOTH SIDES)

BOTTOM OF DECK

ABOVE, REFER TO

STRUCTURAL

DRAWINGS

(STC 42 MIN.)

(BYP. TO DECK ONE SIDE ONLY)

P5.C (1 HOUR - UL DESIGN #U-419)

A-003

1B

A-003

1B A-003

1B

P8.A (1 HOUR - U.L. DESIGN # U-419)

(GYP. TO 6" ABOVE CEILING - BOTH SIDES)

(STC 42)

P9.D (GYP. TO DECK ONE SIDE ONLY)

BASE AS SCHEDULED

FINISH FLOOR

CONTINUOUS

HORIZONTAL MASONRY

REINFORCING @ 16" o.c.

CONCRETE

MASONRY UNITS

M

IN

CEILING AS

SCHEDULED

12'-8" A.F.F.

BOTTOM OF DECK

ABOVE, REFER TO

STRUCTURAL

DRAWINGS

S T F L O O R O N L Y

BSMT LEVEL

ONLY

P12

METAL STUD

DIAGONAL BRACING @

36" o.c., TYP.

A-003

1A

3 5/8"

SOUND ATTENUATION

BATT INSULATION

GYP. BD. TO ALIGN

WITH CMU

(CLASSROOM SIDE

ONLY)

GYP. BD. TO

ALIGN WITH CMU

(CLASSROOM

SIDE ONLY)

7 5/8"

AT P1.B ONLY - FILL

CMU VOIDS SOLID

WITH ACOUSTICAL

CORE FILL

P1.B (STC 54 - FILLED CMU TO DECK &

1 HOUR - UL DESIGN #U-419)

P2.B (STC 54 - FILLED CMU TO DECK)

AT P2.B ONLY -

FILL CMU VOIDS

SOLID WITH

ACOUSTICAL

CORE FILL

AT P7A ONLY:

CARRY STUD TO

BOTTOM OF DECK

AT P7A ONLY:

PROVIDE R13 KRAFT

FACED BATT.

INSULATION FULL HT.

P7.A (INSULATED)

P11.A (1 HOUR - UL. DESIGN #U-906)

P7.B (INSULATED WITH

GYP. BOARD TO

DECK ABOVE)

VENEER PLASTER FINISH

VENEER PLASTER FINISH

VENEER PLASTER

VENEER PLASTER

VENEER PLASTER

VENEER PLASTER

D

2 3

C

A

B

SHEET

A N S I D

U S A R M Y E N G

IN

E E R D

IS

T R

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T

N E W Y O R K h tt p /w w w .n a n .u s a c e .a rm y .m il

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D E S

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S U B M

IT

T E D B Y

P L O T T E D B Y

P L O T D A T E

D E S C R

IP

T

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N

D A T E

C O N T R A C T N O

M A R K

A P P R

US Army Corps of Engineers

New York District

D E S C R

IP

T

IO

N

D A T E

M A R K

A P P R

SHEET

REFERENCE

NUMBER

OF

M A Y N Y D A /E C O V E R

S U B M

IT

T E D B Y

P L O T D A T E

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IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES

ACCORDINGLY

0 1"

W O O

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GENERAL NOTES:

ALL PARTITIONS TO BE MUD AND TAPED A MINIMUM OF 6" ABOVE CEILING - SEE SPECIFICATIONS.

ALL PARTITIONS TO EXTEND TO UNDERSIDE OF DECK ABOVE UNLESS OTHERWISE NOTED.

AT METAL STUD/GYP PARTITIONS: PROVIDE MOISTURE RESISTANT GYPSUM BOARD AT WET WALLS AND PLUMBING

LOCATIONS.

AT METAL STUD/GYP PARTITIONS: PROVIDE CEMENT BOARD IN LIEU OF GYPSUM BOARD AT AREAS TO RECEIVE

CERAMIC TILE WALL FINISH.

SEE SHEET A-003 AND A-004 FOR TYPICAL PARTITION DETAILS AND BACKING PLATE DETAILS FOR WALL MOUNTED

ITEMS.

ALL SOUND PARTITIONS TO BE MUD AND TAPED TO DECK ABOVE AS REQUIRED TO MEET STC RATINGS. FLUTES

FROM TOP OF TRACK TO DECK SHALL BE FILELD WITH SOUND ATTENUATING BATTS.

ALL FIRE RATED PARTITIONS TO BE MUD AND TAPED TO DECK ABOVE AS REQUIRED TO MEET FIRE RATINGS.

FLUTES FROM TOP OF TRACK TO DECK SHALL BE FILLED WITH FIRE SAFING BATTS.

SEE STRUCTURAL FOR ADDITIONAL CMU REINFORCING REQUIREMENTS.

1.

2.

3.

4.

5.

6.

7.

8.

AT ALL METAL STUD PARTITIONS, PROVIDE VENEER PLASTER FINISH AT EXPOSED SURFACES

METAL STUDS TO BE 25 GAUGE MIN. - 20 GAUGE MIN. FOR ALL PARTITIONS AT CASEWORK, OR OTHER WALL

HUNG EQUIPMENT (INCLUDING N.I.C. EQUIPMENT), OR FIXTURES

9.

10.

/4

D

E F L

/2

TOP OF MTL. STUD

UNDERSIDE OF STRUCTURE ABOVE

SLOTTED DEFLECTION TRACK,

SECURE TO FRAMING/STRUCT

ABOVE

FIRESTOPPING SEALANT WITH BOND

BREAKER AT ALL PARTITIONS

SECURE T.O. STUDS ONLY TO DEFL.

TRACK W/ SCREWS THROUGH SLOTS.

METAL EDGE TRIM

SECURE GYP. BD. TO STUDS

BELOW DEFLECTION TRACK.

GYPSUM BOARD AND METAL STUD PARTITION.

- SEE PARTITION TYPES FOR SIZES.

FIN. FLOOR

CONTIUOUS BED OF ACOUST.

SEALANT UNDER GYP. BD. (BOTH

SIDES) @ STC RATED PARTITIONS

BASE PER SCHEDULE

GYP. BD. BOTH SIDES - SEE PART.

TYPE FOR TYPE & THICKNESS

SEE PART. TYPE FOR METAL STUDS

SIZE AND ATTENUATION BLANKET

THICKNESS

0.177" SHANK DIA. POWDER DRIVEN PIN

WITH 1-1/8" PENETRATION @ 32" o.c. (16" o.c. @ CABINET / EQUIPMENT PARTITIONS

WALL ASSEMBLY

REFER TO PARTITION

TYPES KEYED TO PLAN

FIRE CAULK

(BOTH SIDES)

FILL GAPS WITH

FIRESAFING MINERAL

WOOL INSULATION

BOND BEAM, REFER

TO STRUCTURAL

DRAWINGS

PROVIDE CONTINUOUS 6"

METAL BENT PLATE WITH 2"

TURNED OUT LEG (BOTH

SIDES) IN BETWEEN

STRUCTUAL FRAMING, REFER

TO STRUCTUAL DRAWINGS.

BOLT TO BOND BEAM

1/8" MAX. GAP -

BOTH SIDES

3 5/8" MIN. STUD

BACKING PLATE - 6" (20 GA.) RUNNER

TRACK NOTCHED AROUND STUDS:

TYPE A1 : 1 STUD BAY

TYPE A2 : 2 STUD BAYS MIN.

1/8" MAX. GAP -

BOTH SIDES

NOTES:

1. TYPE 'A1' BACKING PLATE IS FOR SMALL ITEMS (SUCH

AS SOAP DISPENSERS, DOOR STOPS, MIRRORS, CLOTHES

HOOKS, ETC.) WHICH WEIGH OR SUPPORT WEIGHTS OF

LESS THAN 25 POUNDS.

2. TYPE 'A2' BACKING PLATE IS FOR UPPER WALL

MOUNTED CABINETS (UP TO 2 SHELVES). BASE CABINETS,

FULL HEIGHT CABINETS, HANDRAILS, GUARDRAILS & WALL

MOUNTED EQUIPMENT UP TO 100 POUNDS PER L.F.

3. USE #12 SELF TAPPING SHEET METAL SCREWS WHEN

ATTACHING ITEMS TO TYPE A2 BACKING PLATE.

4. STUD FLANGES ARE CONTINUOUS.

5. CONFIRM LENGTH, HEIGHT & LOCATION OF BACKING

PLATE AND NUMBER REQUIRED WITH ITEM TO BE

MOUNTED.

6. COORDINATE GAUGE OF EXTERIOR WALL STUDS W/

STRUCTURAL DRAWINGS.

3 - #8 PAN HEAD SHEET METAL SCREWS

1/16" 1-3/8" #10 PAN HEAD SHEET METAL

SCREWS @ MIDHEIGHT OF PLATE

1" 1/8"

3 5/8" 24 GA. RUNNER TRACK

STIFFENERS WELDED TO

CONTINUOUS PLATE AS

SHOWN

3 5/8" MIN. TYPE C STUD

#10 PAN HEAD SHEET

METAL SCREWS

1/4" MAX.1/4" MAX.

CONT. 6" 14 GA. PLATE,

2 STUD BAYS MIN.

NOTES:

1. TYPE 'B' BACKING PLATE IS FOR ALL

UPPER WALL MOUNTED CABINETS (OVER

2 SHELVES) AND WALL MOUNTED

EQUIPMENT UP TO 200 POUNDS PER L.F.

2. USE #12 SELF TAPPING SHEET METAL

SCREWS WHEN ATTACHING ITEMS TO

BACKING PLATE.

3. STUD FLANGES ARE CONTINUOUS.

4. CONFIRM LENGTH, HEIGHT & LOCATION

OF BACKING PLATE AND NUMBER

REQUIRED WITH ITEM TO BE MOUNTED.

1'

- 4

1/4" BENT STEEL PLATE

DOUBLE TYPE C STUDS NOTES:

1. TYPE 'C' BACKING PLATE IS FOR WALL MOUNTED

EQUIPMENT AS DESIGNATED.

2. FOR THE METHOD OF FASTENING THE EQUIPMENT

TO THE BACKING PLATE, REFER TO THE MOUNTING

INSTRUCTIONS FOR THE EQUIPMENT OR TO THE

APPROPRIATE DETAIL.

3. CONFIRM LENGTH, HEIGHT & LOCATION OF

BACKING PLATE AND NUMBER REQUIRED WITH ITEM

TO BE MOUNTED.

4. FOR ITEMS OVER 1' - 4" WIDE, THE DETAIL MAY BE

REPEATED AS NECESSARY.

STUD OR CLIP

ANGLES AS

REQUIRED FOR

CONNECTION

#8 SCREWS @

16" o.c. TYP.

CONTINUOUS

HEAD RUNNER

BETWEEN WALL

INTERSECTIONS

REFER TO

PARTITION TYPES,

A.002

REFER TO

PARTITION

TYPES, A.002

#8 SCREWS @

16" o.c. TYP.

PRE-FORMED METAL CONTROL JOINT

PRE-FORMED METAL CONTROL JOINT

JT. SPACING 30'-0" O.C. MAX. OR

MAXIMUM AREA PER GYP. BD. MFR'S GUIDELINES GYPSUM PLASTER FINISH TO BE IN

SAME PLANE AS EXISTING, MATCH

EXISTING FINISH WHERE

APPLICABLE

EXISTING PLASTER

OVER MASONRY WALL

CONSTRUCTION

PLASTER FINISH TO BE IN SAME

PLANE AS EXISTING, MATCH

EXISTING FINISH WHERE

APPLICABLE

5/8" GYPSUM BOARD

CAULK

EXISTING PLASTER

OVER MASONRY

WALL CONSTRUCTION

METAL STUDS, MATCH EXISTING

CORE STRUCTURE WHERE

APPLICABLE

GYPSUM PLASTER FINISH TO

COVER EXISTING

CONSTRUCTION

PERPENDICULAR DETAIL

INFILL DETAIL

VENEER PLASTER FINISH TO

BE IN SAME PLANE AS

EXISTING, MATCH EXISTING

FINISH

5/8" GYPSUM BOARD

CAULK

EXISTING

PLASTER OVER

MASONRY WALL

CONSTRUCTION

METAL STUDS, MATCH

EXISTING CORE STRUCTURE

WHERE APPLICABLE

EXISTING PLASTER FINISH

WINDOW JAMB DETAIL

J.MOULD @ GYP. BD. EDGE

CAULK

PLASTER CONTROL JOINT

PLASTER CORNER BEAD

CMU - THICKNESS AS REQ'D TO

MATCH EXIST. WALL OVERALL

THICKNESS

NEW WINDOW - REFER TO

WINDOW TYPES & DETAILS

1/2" GAP

1 7/8"

3 1/8"

5/8" GAP

(1) LAYER OF 5/8" TYP. "X"

GYP. BD. FASTENED TO

STUD @ 1 HR. PARTITION

PRE-FORMED METAL CONTROL JOINT

1 5/8" TYPE S SCREWS AT 24" O.C.

JT. SPACING 30'-0" O.C. MAX. OR

MAXIMUM AREA PER GYP. BD. MFR'S GUIDELINES

D

2 3

C

A

B

SHEET

A N

S I D

U S A R

M Y E

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IN

E

E R

D

IS

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N E W

Y O

R K h tt p /w w w

.n a n .u s a c e .a rm y .m il

S O

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D A T E

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P L O

T T E D

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P L O

T D

A T E

D E S C

R

IP

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IO

N D

A T E

C O

N T R

A C

T N

O

M A R

K A P P R

US Army Corps of Engineers

New York District

D E S C

R

IP

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A T E

M A R

K A P P R

SHEET

REFERENCE

NUMBER

OF

M A Y

N

Y D

A /E

C O

V E R

S U

B M

IT

T E D

B Y

P L O

T D

A T E

W -0

-D

-0

THIS BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES

ACCORDINGLY

0 1"

W O O

LP

ER

T

Fo un ta in s P ar kw ay S ui te

Fa irv ie w

H ei gh ts

, I L

8-

Te l:

(6 ) 6 -7

Fa x:

(6

) 6

-0 w w w

.w oo lp er t.c om

/1

/2

:2 :3

P

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/1

/2

:2 :3

P

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C R e v it L o c a l F ile s \W

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R e v it W

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A-003

C A S G

R C

C

E D

C A S

W R

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A -0

.d w g

J

U L Y

M J L

M J L

100% CONSTRUCTION

DOCUMENTS

W E

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P O

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ID

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E S

C H

O O

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A D

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SCALE: 3" = 1'-0"

A-002

1A

TYP. HEAD DETAIL

SCALE: 3" = 1'-0"

A-002

1B

TYPICAL SILL DETAIL

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

A-002

1C

TYP. RATED MASONRY WALL

HEAD DETAIL

SCALE: 1" = 1'-0" 3A

BACKING PLATES -

TYPES 'A1' & 'A2'

SCALE: 1" = 1'-0" 3B

BACKING PLATE - TYPE "B"

SCALE: 1" = 1'-0" 3C

BACKING PLATE - TYPE "C"

SCALE: 3" = 1'-0" 5A

GYP. INT. DETAIL

SCALE: 3" = 1'-0" 4A

GYP. CORNER DETAIL

SCALE: 3" = 1'-0" 4B

TYP. GYP. BOARD CONTROL

JOINT

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

TYP. PLASTER DETAILS

SCALE: 3" = 1'-0" 4C

TYP. GYP. BOARD CONTROL

JOINT IN RATED WALL

A-003

1A

ELEVATED CONCRETE SLAB,

REFER TO STRUCTURAL

DRAWINGS

CONTINUE METAL STUD

PARTITION CONSTRUCTION

AROUND STRUCTURAL

STEEL MEMBER, TYP.

6" METAL STUDS @ 16" o.c.

WITH 5/8" GYPSUM BOARD

(TYPE "X" @ FIRE RATED

PARTITIONS), WITH SOUND

ATTENUATION BATT

INSULATION ABOVE CMU

WALL BELOW, REFER TO

PARTITION TYPES, A-002

STEEL BEAM, REFER TO

STRUCTURAL DRAWINGS

1' - 0"

MIN. 2" GAP FOR

DEFLECTION, REFER TO

STRUCTURAL DRAWINGS

FOR MORE INFORMATION

SIM.A-003

1A

ELEVATED CONCRETE SLAB,

REFER TO STRUCTURAL

DRAWINGS

CONTINUE METAL STUD

PARTITION CONSTRUCTION

AROUND STRUCTURAL

STEEL MEMBER, TYP.

6" METAL STUDS @ 16" o.c.

WITH 5/8" GYPSUM BOARD

(TYPE "X" @ FIRE RATED

PARTITIONS), WITH SOUND

ATTENUATION BATT

INSULATION ABOVE CMU

WALL BELOW, REFER TO

PARTITION TYPES, A-002

DBL STEEL JOIST, REFER

TO STRUCTURAL

DRAWINGS

1' - 0"

MIN. 2" GAP FOR

DEFLECTION, REFER TO

STRUCTURAL DRAWINGS

FOR MORE INFORMATION

1' - 0"

A-003

1A

CMU WALL ABOVE, REFER TO PLANS

SIM. SIM.

A-003

1A

ELEVATED CONCRETE SLAB,

REFER TO STRUCTURAL

DRAWINGS

CONTINUE METAL STUD

PARTITION CONSTRUCTION

AROUND STRUCTURAL

STEEL MEMBER, TYP.

6" METAL STUDS @ 16" o.c.

WITH 5/8" GYPSUM BOARD

WITH SOUND ATTENUATION

BATT INSULATION ABOVE CMU

WALL BELOW, REFER TO

PARTITION TYPES, A-002

STEEL JOIST, REFER TO

STRUCTURAL DRAWINGS

1' - 0"

MIN. 2" GAP FOR

DEFLECTION, REFER TO

STRUCTURAL DRAWINGS

FOR MORE INFORMATION

SIM.

3/8" MASONRY CONTROL JOINT

WITH MOTOR COLOR

COMPATIBLE SEALANT AND

BACKER ROD

CUT RIGID INSULATION WIDTH OF

JOINT TO ALLOW FOR MOVEMENT,

TYP.

5/8" MASONRY CONTROL JOINT WITH

MORTAR COLOR COMPATIBLE SEALANT

AND BACKER ROD

PREFORMED CONTROL JOINT GASKET

FACE BRICK VENEER

CMU

ELEVATED CONCRETE SLAB,

REFER TO STRUCTURAL

DRAWINGS

3-5/8" METAL STUDS @ 16"

o.c. WITH FIRE SAFING

INSULATION (CORRIDOR

SIDE ONLY)

8" CMU

STEEL BEAM, REFER TO

STRUCTURAL DRAWINGS

MIN. 2" GAP FOR

DEFLECTION, REFER TO

STRUCTURAL DRAWINGS

FOR MORE INFORMATION STEEL ANGLES, REFER TO

STRUCTURAL DRAWINGS

A-003

1A

7 1/2"

SIM.

5/8" GYP. BOARD (TYPE "X" @

FIRE RATED PARTITIONS) ALIGN

FACE OF GYP. BOARD WITH

FACE OF STEEL ANGLE

D

2 3

C

A

B

SHEET

A N S I D

U S A R M Y E N G

IN

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S O L

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C K D B Y

D E S

IG

N E D B Y

D A T E

S

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S U B M

IT

T E D B Y

P L O T T E D B Y

P L O T D A T E

D E S C R

IP

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IO

N D A T E

C O N T R A C T N O

M A R K

A P P R

US Army Corps of Engineers

New York District

D E S C R

IP

T

IO

N D A T E

M A R K

A P P R

SHEET

REFERENCE

NUMBER

OF

M A Y N Y D A /E C O V E R

S U B M

IT

T E D B Y

P L O T D A T E

W -0 -D

-0

THIS BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES

ACCORDINGLY

0 1"

W O O

LP

ER

T

Fo un ta in s P ar kw ay S ui te

Fa irv ie w H ei gh ts , I L

8-

Te l:

(6 ) 6 -7

Fa x:

(6

) 6

-0 w w w .w oo lp er t.c om /1 /2 :2 :3 P M

/1 /2 :2 :3 P M

C R e v it L o c a l F ile s \W

P M S \2 R e v it W

P M S F ile s \W e s t P o in t M S c s a m p le .r v t

T Y

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IL

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A-004

C A S G R C C E D

C A S

W R T

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M J L

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DOCUMENTS

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

TYP. GYP. PARTITION @

STEEL BEAM DETAIL

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

TYP. GYP. PARTITION @ DBL

STEEL JOIST DETAIL

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

TYP. GYP. PARTITION @

STEEL JOIST DETAIL

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

TYP. MASONRY CONTROL

JOINT @ EXTERIOR WALL

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

TYP. CMU CORRIDOR WALL

@ STEEL BEAM

GENERAL NOTES:

WHERE THE DETAILS ON THIS SHEET OCCUR AT A RATED

WALL, THE U.L. DESIGN RATING OF THE PARTITION IN

QUESTION MUST BE MAINTAINED TO ROOF DECK AS

REQUIRED. REFER TO PARTITION TYPES A-002 FOR U.L.

DESIGN REQUIREMENTS AND THE LIFE SAFETY PLANS FOR

RATING REQUIREMENTS.

A.

2323 2222

5 11

5 11

5 16

5 11

37373737

5 11

9 3134

969696

9 9

969696

5 16 76

EXISTING

BUILDING

DEMO.

EXISTING BUILDING

TO REMAIN

434343

WALLS BELOW

DN

.74

5 16 25

707070 707070

717171

.76

80 80

8080808080

UP

76 5

3' - 4"

95 95

40 L. 2812 L.

16 L. 28

L

97 97

GYM

B15

STAIR

S104.1

CONFERENCE ROOM

B10

OFFICE

B12B

BREAK

B6

LOCKER ROOM

T102

TOILET

T101

STAIR

S101.1

CORRIDOR

C102

SERVER ROOM

B2

JANITOR

JA01

TECH. SUPPORT

B1

VEST

C104

MECH

M101

MECH

M101A

ELEVATOR EQUIPMENT

ROOM

M101C

SUPPLY OFFICE

B3

TLT

T105

LOCKER ROOM

T104

TOILET

T103

STAIR

S102.1

VEST

C103

STAIR

S103.A

ART

B14

WORK/STOR

B14A

STORAGE

B14B

STAIR

S103.1

COMPUTER LAB

B12

OFFICE

B12A

STORAGE - CLOSET

B16

CORRIDOR

C101

CENT SUPPLY

B6A

STORAGE

B6B

BELOW

D

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C

A

B

SHEET

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S O

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D W

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C K D

B Y

D E S

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N E D

B Y

D A T E

S

IZ

E

S U

B M

IT

T E D B

Y

P L O

T T E D B

Y

P L O

T D

A T E

D E S C R

IP

T

IO

N D

A T E

C O

N T R A C T N

O

M A R K

A P P R

US Army Corps of Engineers

New York District

D E S C R

IP

T

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N D

A T E

M A R K

A P P R

SHEET

REFERENCE

NUMBER

OF

M A Y

N

Y D A

/E C

O V E R

S U B M

IT

T E D B

Y

P L O

T D

A T E

W -0

-D

-0

THIS BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES

ACCORDINGLY

0 1"

W O

O

LP

ER

T

Fo un ta in s P ar kw ay

S ui te

Fa irv ie w H ei gh ts , I

L

8-

Te l:

(6

) 6

-7

Fa x:

(6

) 6

-0 w w w .w oo lp er t.c om /1

/2

:3 :5

P

M

/1

/2

:3 :5

P

M

C R e v it L o c a l F ile s \W

P M

S \2

R e v it W

P M

S F ile s \W e s t P o in t M

S c s a m p le

.r v t

B A

S E

M E

N T

D E

M O

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P L

A N

AD101

C A S G

R C C E D

C A S

W R T

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M J L

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DOCUMENTS

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SCALE:

PLAN

NORTH

1/8" = 1'-0"

BASEMENT DEMOLITION PLAN

0' 4' 8' 16'

REFERENCE KEYNOTES:

41 SHOWERS, INCLUDING SURROUND, PAN, DOORS, ETC.... TO BE

REMOVED ENTIRELY.

42 REMOVE HANDRAIL/GUARDRAILS AS REQUIRED FOR INSTALLATION OF

RAISED FLOOR.

43 REMOVE DOOR, FRAME, AND HARDWARE. WIDEN OPENING AND

PROVIDE NEW LINTEL ABOVE FOR NEW WIDER DOOR(S) AND FRAME(S).

REFER TO STRUCTURAL FOR LINTEL REQMNTS.

44 REMOVE DAMAGED WOOD FLOORING AND REPLACE TO MATCH

EXISTING.

49 AREA OF COMPLETE BUILDING DEMOLITION. SAVE FREE STANDING

METAL LOCKERS FOR RE-INSTALLATION IN NEW / RENOVATION WORK.

REFER TO CIVIL AND STRUCTURAL DRAWINGS FOR BUILDING

DEMOLITION.

50 REMOVE CMU WALL FURRING, FULL HEIGHT. ORIGINAL MASONRY

BACKUP WALLS TO REMAIN.

51 REMOVE EXISTING WOOD BENCH. SAVE FOR REINSTALLATION. REFER

TO FLOOR PLAN.

52 REMOVE WALL MOUNTED RADIATOR. REFER TO MECHANICAL

DRAWINGS.

53 REMOVE EXTERIOR CONCRETE RAMP, STAIRS, LANDINGS, AND

RAILINGS.

54 SAW CUT AND REMOVE PORTION OF TERRAZZO FLOORING AND

CONCRETE SLAB BELOW FOR PLUMBING EXCAVATION, REFER TO

PLUMBING DRAWINGS. PATCH WITH CONC. SLAB & TERRAZZO FINISH

TO MATCH EXISTING.

55 VENDING MACHINES TO BE REMOVED AND RELOCATED BY OTHERS.

56 REMOVE EXTERIOR CONCRETE DRAINAGE SWALE.

57 CUT AND REMOVE EXISTING FUEL STORAGE TANK, CUT DOWN INTO

PIECES THAT WILL READILY MOVE THROUGH EXISTING DOORS AND

CORRIDORS.

58 REMOVE EXISTING ELEVATOR DOOR, FRAME, AND CONTROLS. PREP

OPENING AS REQUIRED FOR NEW DOOR FRAME.

59 REMOVE EXISTING WINDOW OPENING INFILL WALL AND ALL PIPING AND

EXHAUST HOOD FOR INSTALLATION OF NEW WINDOW.

64 REMOVE AND SAVE WOOD FLOORING FOR REINSTALLATION @ AREA OF

NEW COLUMN FOOTING EXCAVATION. SAW CUT AND REMOVE PORTION

OF EXISTING CONCRETE FLOOR SLAB. MINIMIZE EXTENTS OF REMOVAL

AS MUCH AS POSSIBLE. SEE STRUCTURAL DRAWINGS FOR NEW

COLUMN, FOOTING, AND SLAB REPLACEMENT

66 REMOVE EXTERIOR DOOR, FRAME, TRANSOM 9IF EXISTING), AND

HARDWARE.

67 REMOVE ELEVATOR CAB, RAILS, AND ALL THEIR ASSOCIATED

COMPONENTS IN THEIR ENTIRETY. SHORE UP AND REMOVE SECTION

OF MASONRY SHAFT AS REQUIRED AND REBUILD WALL TO MATCH

EXISTING.

68 REMOVE METAL CORRIDOR GATE, JAMB, AND STRIKE.

69 REMOVE WALL MOUNTED TROPHY CASE.

70 REMOVE EXISTING GLAZED BLOCK WAINSCOT AND MORTAR (APPROX.

5'-2" A.F.F.) DOWN TO EXISTING MASONRY SUBSTRATE - PATCH WITH

GYPSUM PLASTER AS REQUIRED TO MATCH EXISTING ADJACENT WALL.

71 REMOVE EXISTING WOOD RAMP AND RAILINGS IN THEIR ENTIRETY.

72 REMOVE EXISTING CONCRETE STOOP AND STAIRS IN THEIR ENTIRETY.

73 REMOVE PORTION OF EXISTING CMU AND FACE BRICK EXTERIOR WALL

FOR NEW WINDOW OPENING. REFER TO WALL SECTIONS &

STRUCTURAL DWGS.

74 REMOVE PORTION OF EXISTING CMU AND FACE BRICK EXTERIOR WALL

FOR NEW OPENING AND CONNECTION TO NEW BUILDING ADDITION -

REFER TO WALL SECTIONS & STRUCTURAL DWGS.

76 REMOVE EXISTING WOOD BASEBOARD, PIPE ENCLOSURE AND PIPING

IN THIS AREA, REFER TO MECHANICAL DRAWINGS.

80 SEE STRUCTURAL DRAWINGS FOR EXTENTS OF FLOOR SLAB AND

SUBGRADE TO BE REMOVED TO TOP OF FOOTING AND NEW

PROGRESSIVE COLLAPSE COLUMN INSTALLATION. SEE

ARCHITECTURAL PLAN DETAILS.

81 REMOVE ALL EXISTING PLUMBING FIXTURES, I.E. URINALS, WATER

CLOSETS, ETC.

82 REMOVE POURED CEMENTITIOUS FLOORING TO SLAB BELOW (APPROX.

1/4" THICK) IN THIS AREA.

83 REMOVE SECTION OF EXTERIOR MASONRY WALL, FROM WINDOW SILL

TO BELOW EXTERIOR WINDOW WELL SLAB AS REQUIRED FOR NEW

DOOR / FRAME / THRESHOLD INSTALLATION. STOCKPILE BRICK FOR

REUSE IN NEW CONSTRUCTION. CLEAN MORTAR FROM BRICK IN

REUSED.

86 REMOVE VINYL WALL BASE IN THIS AREA.

87 REMOVE PORTION OF PLASTER & MASONRY PARTITION AS REQ'D FOR

NEW PROGRESSIVE COLLAPSE COLUMN INSTALLATON. SEE

STRUCTURAL DWGS & PLAN DETAILS.

88 SAW CUT AND REMOVE EXISTING CONCRETE/ TERRAZZO STEPS,

STARTING AT THE BASEMENT LEVEL DOWN 8", FOR INSTALLATION OF

NEW RAISED CONCRETE SLAB. REFER TO STRUCTURAL DRAWINGS.

89 REMOVE & REPLACE PORTIONS OF GYM CEILING TILE & GRID AS

REQUIRED FOR INSTALLATION OF NEW HVAC UNITS, HVAC PIPING

ABOVE, AND NEW BUILDING EXPANSION JOINT. REFER TO MECHANICAL

AND STRUCTURAL DRAWINGS.

90 REMOVE SPLINE CEILING TILES (OR ADHERED TILES) AND ASSOCIATED

COMPONENTS COMPLETELY, IN THIS AREA.

95 EXISTING DISPLAY CASE TO BR RELOCATED, REFER TO FLOOR PLANS.

96 ATHLETIC LOCKERS TO BE REMOVED AND SALVAGED TO USER.

97 AT EXISTING STAIR, REMOVE VCT FLOORING AT LANDINGS AND

REMOVE RUBBER STAIR TREADS.

1 REMOVE PLUG-IN TYPE WINDOW A/C UNIT AND SURFACE MOUNTED

ELECTRICAL BOX AND CONDUIT. SEE ELECTRICAL DWGS. RETURN A/C

UNIT TO USER.

5 IN THIS AREA: REMOVE CEILING TILE AND GRID.

7 FLOOR MOUNTED UNIT VENTILATOR TO BE REMOVED. CLOSE OFF

OPENING TO EXTERIOR GRILLE WITH WALL CONSTRUCTION TO MATCH

EXISTING. GRILLE TO REMAIN. SEE MECHANICAL DRAWINGS FOR NEW

UNIT REQUIREMENTS.

8 DOOR, FRAME, TRANSOM (IF EXISTING), SIDELIGHTS (IF EXISTING), AND

HARDWARE TO BE REMOVED AS REQUIRED FOR NEW CONSTRUCTION.

9 MASONRY WALL TO BE REMOVED.

10 SAWCUT AND REMOVE PORTION OF WALL FOR INSTALLATION OF NEW

DOOR (OR BORROW LIGHT), FRAME, AND LINTEL ABOVE. REFER TO

STRUCTURAL FOR LINTEL REQMTS.

11 REMOVE VINYL TILE AND WALL BASE. PREP FLOOR FOR NEW FINISH AS

REQUIRED PER MANUFACTURERS RECOMMENDATIONS INCLUDING ANY

PATCHING, FILLING, OR LEVELING REQUIRED.

12 DOOR, FRAME, TRANSOM (IF EXISTING), AND HARDWARE TO BE

REMOVED. INFILL OPENING WITH NEW WALL CONSTRUCTION, SEE

FLOOR PLANS.

16 REMOVE CARPET, PADDING, AND ANY OTHER ITEMS PERTAINING TO

THE EXISTING FLOOR IN THIS AREA. PREP FLOOR FOR NEW FINISH AS

REQUIRED PER MANUFACTURERS RECOMMENDATIONS, INCLUDING ANY

PATCHING, FILLING, AND LEVELING REQUIRED.

19 REMOVE CHALK BOARD OR TACK BOARD, AND ASSOCIATED TRIM.

20 REMOVE ALL ADHERED ACOUSTICAL TILES FROM WALLS, SOFFITS,

ETC... IN ENTIRE STAIRWELL FULL HEIGHT. PATCH WALLS/CLGS. W/

GYPSUM PLASTER AS REQ'D TO RECEIVE NEW FINISH. SEE

"ACOUSTICAL TILE REMOVAL @ S101 & S102", SHEET AD-103.

22 REMOVE SOAP DISPENSERS AND WALL MIRRORS.

23 REMOVE EXISTING TOILET PARTITIONS.

24 REMOVE WINDOW AND PORTION OF EXTERIOR WALL FOR NEW

CONSTRUCTION. STOCKPILE BRICK FOR REUSE IN NEW

CONSTRUCTION. WHEN REUSED CLEAN MORTAR FROM BRICK,

TYPICAL. PROVIDE NEW LINTEL AT NEW OPENING. SEE STRUCTURAL

DRAWINGS.

25 REMOVE WOOD WALL BASE IN THIS AREA.

28 REMOVE AND SALVAGE EXISTING LOCKERS AND SAVE FOR REUSE IN

NEW ADDITION OR RENOVATION. REFER TO FLOOR PLANS AND

GENERAL DEMOLITION NOTES FOR MORE INFORMATION.

30 REMOVE STUD AND GYPSUM BOARD SOFFIT ABOVE.

31 REMOVE BASE AND WALL CABINETS. REMOVE SINKS - SEE PLUMBING

DRAWINGS.

32 REMOVE WALL MOUNTED ACOUSTICAL PANELS IN THIS AREA.

33 REMOVE BASE OR WALL CABINETS.

34 REMOVE KILN AND HOOD ABOVE. SEE MECHANICAL/ELECTRICAL

DRAWINGS.

35 REMOVE CMU WING WALL AND CAP.

36 REMOVE HOOD. SEE MECHANICAL DRAWINGS.

37 AREA OF CONCRETE FLOOR SLAB TO BE REMOVED FOR NEW RAMP

DOWN TO ADDITION. SEE STRUCTURAL DRAWINGS.

38 CONCRETE AREAWELL WALLS, SLAB, DRAIN, AND GUARD RAILING TO BE

REMOVED. EXIST. WALL TO BE RE-POINTED OR PATCHED W/ SALVAGED

FACE BRICK AT AREA OF RETAINING WALL REMOVAL.

39 WINDOWS TO BE REMOVED. SILL BLOCKS TO BE REMOVED FOR

INSTALLATION OF NEW CMU WALL INFILL TO BOTTOM OF NEW HIGH

WINDOWS. REFER TO WALL SECTIONS & STRUCTURAL DWGS.

40 SAWCUT AND REMOVE PARTITION WALL FOR INSTALLATION OF NEW

BORROW LIGHT WINDOW AND LINTEL ABOVE. REFER TO STRUCTURAL

FOR LINTEL REQMTS.

A. ALL EXISTING EXTERIOR ALUMINUM AND GLASS

STOREFRONTS/DOORS & WINDOW SYSTEMS TO BE REMOVED

IN THEIR ENTIRETY; UNLESS NOTED OTHERWISE.

B. SEE SHEET AD104 FOR REMAINDER OF DEMOLITION

GENERAL

NOTES.

C. SEE OTHER DISCIPLINE DEMOLITION DRAWINGS FOR

NON-ARCHITECTURAL DEMOLITION WORK.

D. AT ALL WALLS TO BE PAINTED:

REMOVE ALL TACK BOARDS, TACK STRIPS, MARKER BOARDS

(UNLESS OTHERWISE NOTED OR SHOWN IN RENOVATED WORK),

PROJECTION SCREENS & SIGNS. REMOVE, CLEAN, PREP &

PAINT ALL RADIATOR COVERS TO MATCH ADJACENT WALL.

SEE ROOM FINISH SCHEDULE.

E. SEE HAZARDOUS MATERIALS DRAWINGS FOR REMOVAL /

ABATEMENT OF HAZARDOUS MATERIALS.

F. REMOVE ROLLER TYPE SHADES AT ALL WINDOWS. CURTAINS

IN AUDITORIUM SHALL BE REMOVED PRIOR TO PAINTING &

REINSTALLED.

G. IN ALL CORRIDORS & VESTIBULES OF ORIGINAL 1930'S BUILDING:

SALVAGE ANY WOOD CHAIR RAIL TO BE REMOVED FOR

REINSTALLATION AT AREAS OF DOORS TO BE INFILLED / DISPLAY

CASES RELOCATED / TACK BOARDS REMOVED / ETC. SO THAT

CHAIR RAIL IS CONTINUOUS IN THE FINAL WORK.

H. BID OPTION #002: SEE DOOR SCHEDULE SHEET A-601 FOR

ADDITIONAL INTERIOR DOORS, FRAMES, & HARDWARE TO BE REMOVED &

REPLACED AS PART OF THIS BID OPTION.

GENERAL NOTES:

12 12

7 7

5 18

232323

15158 1515 15

5 18 5 16 25

5 11

151515

5 16

9 19

919 19

5 16

5 16

5 11

5 16

EXISTING

BUILDING

DEMO.

EXISTING BUILDING

TO REMAIN

7575 7575

6060 6060

86 25

5 16 25

84 84 84 84

85 85

5 16 25

11 25 86

84 84

16161616

1616 1616

TRANSITION FROM PAINTED

CONCRETE FLOOR UNDER

SEATS TO CARPET IN

REMAINDER OF ROOM

UP UP

DN

DN

151515

L .28

L

SEATING

STAIR

S104.2

STAGE

115A

TOILET

T201

CORRIDOR

C204

OFFICE

GPC

VEST

C203

GPC

PRINCIPAL

TOILET

T202

GPC

GPC

VEST

C206

GPC

STAIR

S101.2

STAIR

S102.2

OFFICE

100A

CORRIDOR

C201

COMPUTER LAB

GPC

STORAGE

114A

BAND

STAIR

S103.2

STORAGE

110A

STORAGE

112A

ELEVATOR

E101.2

ALL EXISTING EXTERIOR ALUMINUM AND GLASS

STOREFRONTS/DOORS & WINDOW SYSTEMS TO BE REMOVED

IN THEIR ENTIRETY; UNLESS NOTED OTHERWISE.

SEE SHEET AD104 FOR REMAINDER OF DEMOLITION GENERAL

NOTES.

SEE OTHER DISCIPLINE DEMOLITION DRAWINGS FOR

NON-ARCHITECTURAL DEMOLITION WORK.

AT ALL WALLS TO BE PAINTED:

REMOVE ALL TACK BOARDS, TACK STRIPS, MARKER BOARDS

UNLESS OTHERWISE NOTED OR SHOWN IN RENOVATED WORK,

PROJECTION SCREENS & SIGNS. REMOVE, CLEAN, PREP &

PAINT ALL RADIATOR COVERS TO MATCH ADJACENT WALL.

SEE ROOM FINISH SCHEDULE.

SEE HAZARDOUS MATERIALS DRAWINGS FOR REMOVAL /

ABATEMENT OF HAZARDOUS MATERIALS.

REMOVE ROLLER TYPE SHADES AT ALL WINDOWS. CURTAINS

IN AUDITORIUM SHALL BE REMOVED PRIOR TO PAINTING &

REINSTALLED.

IN ALL CORRIDORS & VESTIBULES OF ORIGINAL 1930'S BUILDING:

SALVAGE ANY WOOD CHAIR RAIL TO BE REMOVED FOR

REINSTALLATION AT AREAS OF DOORS TO BE INFILLED / DISPLAY

CASES RELOCATED / TACK BOARDS REMOVED / ETC. SO THAT

CHAIR RAIL IS CONTINUOUS IN THE FINAL WORK.

BID OPTION #005: SEE DOOR SCHEDULE SHEET A-601 FOR

ADDITIONAL INTERIOR DOORS & HARDWARE TO BE REMOVED &

REPLACED AS PART OF THIS BID OPTION.

A.

B.

C.

D.

E.

F.

G.

H.

GENERAL NOTES:

D

2 3

C

A

B

SHEET

A N S I D

U S A R M Y E N G

IN

E E R D

IS

T R

IC

T

N E W Y O R K h tt p /w w w .n a n .u s a c e .a rm y .m il

S O L

IC

IT

A T

IO

N N O

F

IL

E N A M E

D W N B Y

C K D B Y

D E S

IG

N E D B Y

D A T E

S

IZ

E

S U B M

IT

T E D B Y

P L O T T E D B Y

P L O T D A T E

D E S C R

IP

T

IO

N

D A T E

C O N T R A C T N O

M A R K

A P P R

US Army Corps of Engineers

New York District

D E S C R

IP

T

IO

N

D A T E

M A R K

A P P R

SHEET

REFERENCE

NUMBER

OF

M A Y N Y D A /E C O V E R

S U B M

IT

T E D B Y

P L O T D A T E

W -0 -D -0

THIS BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES

ACCORDINGLY

0 1"

W O O

LP

ER

T

Fo un ta in s P ar kw ay

S ui te

Fa irv ie w H ei gh ts , I L

8-

Te l:

(6 ) 6

-7

Fa x:

(6 ) 6 -0 w w w .w oo lp er t.c om

/1 /2 :3 :0 P M

/1 /2 :3 :0 P M

C R e v it L o c a l F ile s \W P M S \2 R e v it W P M S F ile s \W e s t P o in t M S c s a m p le .r v t

F

IR

S T

F L

O O

R D

E M

O L

IT

IO

N

P L

A N

AD102

C A S G R C C E D

C A S

W R T

A D .d w g

J U L Y

M J L

M J L

100% CONSTRUCTION

DOCUMENTS

W E

S T

P O

IN

T

M

ID

D L

E S

C H

O O

L

A D

D

IT

IO

N

A N

D R

E N

O V

A T

IO

N

W E

S T

P O

IN

T

N

E W

Y O

R K

SCALE:

PLAN

NORTH

1/8" = 1'-0"

FIRST FLOOR DEMOLITION PLAN

0' 4' 8' 16'

19 REMOVE CHALK BOARD OR TACK BOARD, AND ASSOCIATED TRIM.

20 REMOVE ALL ADHERED ACOUSTICAL TILES FROM WALLS,

SOFFITS, ETC... IN ENTIRE STAIRWELL FULL HEIGHT. PATCH

WALLS/CLGS. W/ GYPSUM PLASTER AS REQ'D TO RECEIVE NEW

FINISH. SEE "ACOUSTICAL TILE REMOVAL @ S101 & S102", SHEET

AD-103.

22 REMOVE SOAP DISPENSERS AND WALL MIRRORS.

23 REMOVE EXISTING TOILET PARTITIONS.

24 REMOVE WINDOW AND PORTION OF EXTERIOR WALL FOR NEW

CONSTRUCTION. STOCKPILE BRICK FOR REUSE IN NEW

CONSTRUCTION. WHEN REUSED CLEAN MORTAR FROM BRICK,

TYPICAL. PROVIDE NEW LINTEL AT NEW OPENING. SEE

STRUCTURAL DRAWINGS.

25 REMOVE WOOD WALL BASE IN THIS AREA.

28 REMOVE AND SALVAGE EXISTING LOCKERS AND SAVE FOR

REUSE IN NEW ADDITION OR RENOVATION. REFER TO FLOOR

PLANS AND GENERAL DEMOLITION NOTES FOR MORE

INFORMATION.

32 REMOVE WALL MOUNTED ACOUSTICAL PANELS IN THIS AREA.

49 AREA OF COMPLETE BUILDING DEMOLITION. SAVE FREE

STANDING METAL LOCKERS FOR RE-INSTALLATION IN NEW /

RENOVATION WORK. REFER TO CIVIL AND STRUCTURAL

DRAWINGS FOR BUILDING DEMOLITION.

58 REMOVE EXISTING ELEVATOR DOOR, FRAME, AND CONTROLS.

PREP OPENING AS REQUIRED FOR NEW DOOR FRAME.

60 REMOVE EXISTING DOOR, HINGES, AND HARDWARE. INFILL

EXISTING HINGE RECESSES.

66 REMOVE EXTERIOR DOOR, FRAME, TRANSOM 9IF EXISTING), AND

HARDWARE.

67 REMOVE ELEVATOR CAB, RAILS, AND ALL THEIR ASSOCIATED

COMPONENTS IN THEIR ENTIRETY. SHORE UP AND REMOVE

SECTION OF MASONRY SHAFT AS REQUIRED AND REBUILD WALL

TO MATCH EXISTING.

75 REMOVE REAR ROW OF EXISTING SEATING (8 SEATS TOTAL) AND

SALVAGE FOR RETURN TO USER. PATCH FLOOR.

81 REMOVE ALL EXISTING PLUMBING FIXTURES, I.E. URINALS, WATER

CLOSETS, ETC.

84 AREA OF WOOD FLOOR & SLEEPERS TO BE REMOVED TO

CONCRETE DECK FOR INSTALLATION OF NEW PROGRESSIVE

COLLAPSE COLUMNS. REFER TO PLAN DETAILS & STRUCTURAL

DRAWINGS.

85 AREA OF REMOVAL OF TERRAZZO FLOORING TO BE REMOVED TO

CONCRETE DECK FOR INSTALLATION OF NEW PROGRESSIVE

COLLAPSE COLUMNS. REFER TO PLAN DETAILS & STRUCTURAL

DRAWINGS.

86 REMOVE VINYL WALL BASE IN THIS AREA.

87 REMOVE PORTION OF PLASTER & MASONRY PARTITION AS REQ'D

FOR NEW PROGRESSIVE COLLAPSE COLUMN INSTALLATON. SEE

STRUCTURAL DWGS & PLAN DETAILS.

91 REMOVE ORIGINAL WOOD & GLASS DISPLAY CASE & SALVAGE TO

USER.

92 REMOVE ALUM. & GLASS WALL MTD. DISPLAY CASE & SAVE FOR

REINSTALLATION ON NORTH WALL OF SAME CORRIDOR. SAW

CUT & REMOVE CHAIR RAIL FROM WALL EXACT WIDTH OF CASE IN

NEW LOCATION.

93 CAREFULLY REMOVE & SAVE PORTION OF CHALK/TACK BOARD

WOOD TRIM AS REQ'D FOR PROG. COLLAPSE COLUMN

INSTALLATION & PARTITION REMOVAL. REINSTALL AFTER

PARTITION & COLUMN WORK IS COMPLETE.

97 AT EXISTING STAIR, REMOVE VCT FLOORING AT LANDINGS AND

REMOVE RUBBER STAIR TREADS.

1 REMOVE PLUG-IN TYPE WINDOW A/C UNIT AND SURFACE

MOUNTED ELECTRICAL BOX AND CONDUIT. SEE ELECTRICAL

DWGS. RETURN A/C UNIT TO USER.

5 IN THIS AREA: REMOVE CEILING TILE AND GRID.

7 FLOOR MOUNTED UNIT VENTILATOR TO BE REMOVED. CLOSE

OFF OPENING TO EXTERIOR GRILLE WITH WALL CONSTRUCTION

TO MATCH EXISTING. GRILLE TO REMAIN. SEE MECHANICAL

DRAWINGS FOR NEW UNIT REQUIREMENTS.

8 DOOR, FRAME, TRANSOM (IF EXISTING), SIDELIGHTS (IF EXISTING),

AND HARDWARE TO BE REMOVED AS REQUIRED FOR NEW

CONSTRUCTION.

9 MASONRY WALL TO BE REMOVED.

10 SAWCUT AND REMOVE PORTION OF WALL FOR INSTALLATION OF

NEW DOOR (OR BORROW LIGHT), FRAME, AND LINTEL ABOVE.

REFER TO STRUCTURAL FOR LINTEL REQMTS.

11 REMOVE VINYL TILE AND WALL BASE. PREP FLOOR FOR NEW

FINISH AS REQUIRED PER MANUFACTURERS RECOMMENDATIONS

INCLUDING ANY PATCHING, FILLING, OR LEVELING REQUIRED.

12 DOOR, FRAME, TRANSOM (IF EXISTING), AND HARDWARE TO BE

REMOVED. INFILL OPENING WITH NEW WALL CONSTRUCTION,

SEE FLOOR PLANS.

15 REMOVE WOOD CLOSET DOORS, FRAMING, TRACKS, HARDWARE,

SHELVING, PLASTER CLG./BULKHEAD, CASING, AND CROWN

MOLDING IN THEIR ENTIRETY.

16 REMOVE CARPET, PADDING, AND ANY OTHER ITEMS PERTAINING

TO THE EXISTING FLOOR IN THIS AREA. PREP FLOOR FOR NEW

FINISH AS REQUIRED PER MANUFACTURERS

RECOMMENDATIONS, INCLUDING ANY PATCHING, FILLING, AND

LEVELING REQUIRED.

18 REMOVE CARPET AND WOOD WALL BASE IN THIS AREA TO

EXPOSE HARDWOOD FLOORING. PATCH WOOD TO MATCH AS

REQUIRED. SAND AND REFINISH FLOOR.

REFERENCE KEYNOTES:

5 25 26

27 26 25

5 16

29 9

29 19

5 16 25

5 16 25

23232323

60 60

5 16

25 26

OPEN TO BELOW

EXISTING

BUILDING

DEMO.

EXISTING BUILDING

TO REMAIN

10 67

84 84

5 16 25

84 84

28 L. 6 L. 6 L. 28 L.

4 L. 6 L.8 L. 6 L.

14 L. 16 L. 12 L. 8 L.28

TOILET

T302

TOILET

T303

STAIR

S101.3

STAIR

S102.3GPC

GPC

BALCONY

NURSE

TOILET

T301

JANITOR

J301

STORAGE

205A

INFO CENTER

CORRIDOR

C301

CORRIDOR

C302

CORRIDOR

C303

GUIDANCE

STORAGE

218A

TOILET

T304

GPC

GPC

ALL EXISTING EXTERIOR ALUMINUM AND GLASS

STOREFRONTS/DOORS & WINDOW SYSTEMS TO BE REMOVED

IN THEIR ENTIRETY; UNLESS NOTED OTHERWISE.

SEE SHEET AD104 FOR REMAINDER OF DEMOLITION GENERAL

NOTES.

SEE OTHER DISCIPLINE DEMOLITION DRAWINGS FOR

NON-ARCHITECTURAL DEMOLITION WORK.

AT ALL WALLS TO BE PAINTED:

REMOVE ALL TACK BOARDS, TACK STRIPS, MARKER BOARDS

UNLESS OTHERWISE NOTED OR SHOWN IN RENOVATED WORK,

PROJECTION SCREENS & SIGNS. REMOVE, CLEAN, PREP &

PAINT ALL RADIATOR COVERS TO MATCH ADJACENT WALL.

SEE ROOM FINISH SCHEDULE.

SEE HAZARDOUS MATERIALS DRAWINGS FOR REMOVAL /

ABATEMENT OF HAZARDOUS MATERIALS.

REMOVE ROLLER TYPE SHADES AT ALL WINDOWS. CURTAINS

IN AUDITORIUM SHALL BE REMOVED PRIOR TO PAINTING &

REINSTALLED.

IN ALL CORRIDORS & VESTIBULES OF ORIGINAL 1930'S BUILDING:

SALVAGE ANY WOOD CHAIR RAIL TO BE REMOVED FOR

REINSTALLATION AT AREAS OF DOORS TO BE INFILLED / DISPLAY

CASES RELOCATED / TACK BOARDS REMOVED / ETC. SO THAT

CHAIR RAIL IS CONTINUOUS IN THE FINAL WORK.

BID OPTION #005: SEE DOOR SCHEDULE SHEET A-601 FOR

ADDITIONAL INTERIOR DOORS & HARDWARE TO BE REMOVED &

REPLACED AS PART OF THIS BID OPTION.

A.

B.

C.

D.

E.

F.

G.

H.

GENERAL NOTES:

REMOVE ALL

ADHERED

ACOUSTICAL TILES

FROM WALLS,

SOFFITS, ETC...IN

ENTIRE STAIRWELL.

FULL HEIGHT.

D

2 3

C

A

B

SHEET

A N S I D

U S A R M Y E N G

IN

E E R D

IS

T R

IC

T

N E W Y O R K h tt p /w w w .n a n .u s a c e .a rm y .m il

S O L

IC

IT

A T

IO

N N O

F

IL

E N A M E

D W N B Y

C K D B Y

D E S

IG

N E D B Y

D A T E

S

IZ

E

S U B M

IT

T E D B Y

P L O T T E D B Y

P L O T D A T E

D E S C R

IP

T

IO

N

D A T E

C O N T R A C T N O

M A R K

A P P R

US Army Corps of Engineers

New York District

D E S C R

IP

T

IO

N

D A T E

M A R K

A P P R

SHEET

REFERENCE

NUMBER

OF

M A Y N Y D A /E C O V E R

S U B M

IT

T E D B Y

P L O T D A T E

W -0 -D -0

THIS BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES

ACCORDINGLY

0 1"

W O O

LP

ER

T

Fo un ta in s P ar kw ay

S ui te

Fa irv ie w H ei gh ts , I L

8-

Te l:

(6 ) 6

-7

Fa x:

(6 ) 6 -0 w w w .w oo lp er t.c om

/1 /2 :3 :1 P M

/1 /2 :3 :1 P M

C R e v it L o c a l F ile s \W P M S \2 R e v it W

P M S F ile s \W e s t P o in t M S c s a m p le .r v t

S E

C O

N D

F L

O O

R D

E M

O L

IT

IO

N

P L

A N

AD103

C A S G R C C E D

C A S

W R T

A D .d w g

J U L Y

M J L

M J L

100% CONSTRUCTION

DOCUMENTS

W E

S T

P O

IN

T

M

ID

D L

E S

C H

O O

L

A D

D

IT

IO

N

A N

D R

E N

O V

A T

IO

N

W E

S T

P O

IN

T

N

E W

Y O

R K

SCALE:

PLAN

NORTH

1/8" = 1'-0"

SECOND FLOOR DEMOLITION PLAN

0' 4' 8' 16'

REFERENCE KEYNOTES:

1 REMOVE PLUG-IN TYPE WINDOW A/C UNIT AND SURFACE

MOUNTED ELECTRICAL BOX AND CONDUIT. SEE ELECTRICAL

DWGS. RETURN A/C UNIT TO USER.

5 IN THIS AREA: REMOVE CEILING TILE AND GRID.

7 FLOOR MOUNTED UNIT VENTILATOR TO BE REMOVED. CLOSE

OFF OPENING TO EXTERIOR GRILLE WITH WALL

CONSTRUCTION TO MATCH EXISTING. GRILLE TO REMAIN. SEE

MECHANICAL DRAWINGS FOR NEW UNIT REQUIREMENTS.

8 DOOR, FRAME, TRANSOM (IF EXISTING), SIDELIGHTS (IF

EXISTING), AND HARDWARE TO BE REMOVED AS REQUIRED

FOR NEW CONSTRUCTION.

9 MASONRY WALL TO BE REMOVED.

10 SAWCUT AND REMOVE PORTION OF WALL FOR INSTALLATION

OF NEW DOOR (OR BORROW LIGHT), FRAME, AND LINTEL

ABOVE. REFER TO STRUCTURAL FOR LINTEL REQMTS.

12 DOOR, FRAME, TRANSOM (IF EXISTING), AND HARDWARE TO BE

REMOVED. INFILL OPENING WITH NEW WALL CONSTRUCTION,

SEE FLOOR PLANS.

15 REMOVE WOOD CLOSET DOORS, FRAMING, TRACKS,

HARDWARE, SHELVING, PLASTER CLG./BULKHEAD, CASING, AND

CROWN MOLDING IN THEIR ENTIRETY.

16 REMOVE CARPET, PADDING, AND ANY OTHER ITEMS

PERTAINING TO THE EXISTING FLOOR IN THIS AREA. PREP

FLOOR FOR NEW FINISH AS REQUIRED PER MANUFACTURERS

RECOMMENDATIONS, INCLUDING ANY PATCHING, FILLING, AND

LEVELING REQUIRED.

19 REMOVE CHALK BOARD OR TACK BOARD, AND ASSOCIATED

TRIM.

20 REMOVE ALL ADHERED ACOUSTICAL TILES FROM WALLS,

SOFFITS, ETC... IN ENTIRE STAIRWELL FULL HEIGHT. PATCH

WALLS/CLGS. W/ GYPSUM PLASTER AS REQ'D TO RECEIVE NEW

FINISH. SEE "ACOUSTICAL TILE REMOVAL @ S101 & S102",

SHEET AD-103.

21 REMOVE ELEVATOR DOOR, FRAME, AND CONTROLS. BLOCK-IN

OPENING WITH NEW CMU & GYPSUM PLASTER TO MATCH

EXISTING. LEAVE RECESS IN WALL DEEP ENOUGH TO INSTALL

RELOCATED LOCKERS FLUSH WITH ADJACENT EXISTING

LOCKERS.

22 REMOVE SOAP DISPENSERS AND WALL MIRRORS.

23 REMOVE EXISTING TOILET PARTITIONS.

24 REMOVE WINDOW AND PORTION OF EXTERIOR WALL FOR NEW

CONSTRUCTION. STOCKPILE BRICK FOR REUSE IN NEW

CONSTRUCTION. WHEN REUSED CLEAN MORTAR FROM BRICK,

TYPICAL. PROVIDE NEW LINTEL AT NEW OPENING. SEE

STRUCTURAL DRAWINGS.

25 REMOVE WOOD WALL BASE IN THIS AREA.

26 REMOVE WOOD CHAIR RAIL IN THIS AREA.

27 REMOVE PLASTER CEILING IN THIS AREA.

28 REMOVE AND SALVAGE EXISTING LOCKERS AND SAVE FOR

REUSE IN NEW ADDITION OR RENOVATION. REFER TO FLOOR

PLANS AND GENERAL DEMOLITION NOTES FOR MORE

INFORMATION.

29 REMOVE TALL WOOD BOOKCASES & SAVE FOR

REINSTALLATION IN RECEPTION #122 AND CONFERENCE ROOM

#121A. PAINT TO MATCH OTHER WOODWORK IN THESE AREAS.

30 REMOVE STUD AND GYPSUM BOARD SOFFIT ABOVE.

31 REMOVE BASE AND WALL CABINETS. REMOVE SINKS - SEE

PLUMBING DRAWINGS.

60 REMOVE EXISTING DOOR, HINGES, AND HARDWARE. INFILL

EXISTING HINGE RECESSES.

67 REMOVE ELEVATOR CAB, RAILS, AND ALL THEIR ASSOCIATED

COMPONENTS IN THEIR ENTIRETY. SHORE UP AND REMOVE

SECTION OF MASONRY SHAFT AS REQUIRED AND REBUILD

WALL TO MATCH EXISTING.

77 REMOVE EXISTING 10'-6" SPLINE CEILING ABOVE CORRIDOR

81 REMOVE ALL EXISTING PLUMBING FIXTURES, I.E. URINALS,

WATER CLOSETS, ETC.

84 AREA OF WOOD FLOOR & SLEEPERS TO BE REMOVED TO

CONCRETE DECK FOR INSTALLATION OF NEW PROGRESSIVE

COLLAPSE COLUMNS. REFER TO PLAN DETAILS & STRUCTURAL

DRAWINGS.

85 AREA OF REMOVAL OF TERRAZZO FLOORING TO BE REMOVED

TO CONCRETE DECK FOR INSTALLATION OF NEW

PROGRESSIVE COLLAPSE COLUMNS. REFER TO PLAN DETAILS

& STRUCTURAL DRAWINGS.

87 REMOVE PORTION OF PLASTER & MASONRY PARTITION AS

REQ'D FOR NEW PROGRESSIVE COLLAPSE COLUMN

INSTALLATON. SEE STRUCTURAL DWGS & PLAN DETAILS.

90 REMOVE SPLINE CEILING TILES (OR ADHERED TILES) AND

ASSOCIATED COMPONENTS COMPLETELY, IN THIS AREA.

93 CAREFULLY REMOVE & SAVE PORTION OF CHALK/TACK BOARD

WOOD TRIM AS REQ'D FOR PROG. COLLAPSE COLUMN

INSTALLATION & PARTITION REMOVAL. REINSTALL AFTER

PARTITION & COLUMN WORK IS COMPLETE.

97 AT EXISTING STAIR, REMOVE VCT FLOORING AT LANDINGS AND

REMOVE RUBBER STAIR TREADS.

SCALE: NTS

ACOUSTICAL TILE REMOVAL

@ S101 & S102

48 48

EXISTING

BUILDING

DEMOLITION

EXISTING BUILDING

TO REMAIN

494949494965

.79

27' - 8 1/4" 27' - 4 1/4"

- 8

- 8

62 62

/4

/4

33' - 2"

THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE CONTRACT DOCUMENTS WITH EACH OTHER AND SHALL AT ONCE REPORT TO THE C.O.R.

ERRORS, INCONSISTENCIES OR OMISSIONS DISCOVERED. IF THE CONTRACTOR PERFORMS ANY CONSTRUCTION ACTIVITY KNOWING IT INVOLVES A RECOGNIZED ERROR, INCONSISTENCY OR OMISSION IN THE CONTRACT DOCUMENTS WITHOUT SUCH NOTICE TO THE C.O.R., THE CONTRACTOR SHALL ASSUME APPROPRIATE RESPONSIBILITY FOR SUCH PERFORMANCE AND SHALL BEAR AN APPROPRIATE AMOUNT OF THE ATTRIBUTABLE COSTS FOR CORRECTION. THE CONTRACTOR SHALL TAKE FIELD MEASUREMENTS AND VERIFY FIELD CONDITIONS AND SHALL CAREFULLY COMPARE SUCH FIELD MEASUREMENTS AND CONDITIONS AND OTHER INFORMATION KNOWN TO THE CONTRACTOR WITH THE CONTRACT DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS INCONSISTENCIES OR OMISSIONS DISCOVERED SHALL BE REPORTED TO THE C.O.R. AT ONCE.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUTTING, GRINDING, SANDING, FILLING, FITTING OR PATCHING REQUIRED TO COMPLETE THE WORK OR

TO MAKE ITS PARTS FIT TOGETHER PROPERLY.

THE CONTRACTOR SHALL NOT DAMAGE OR ENDANGER A PORTION OF THE WORK OR FULLY OR PARTIALLY COMPLETED CONSTRUCTION BY CUTTING, PATCHING, EXCAVATING OR OTHERWISE ALTERING SUCH CONSTRUCTION. THE CONTRACTOR SHALL NOT CUT OR OTHERWISE ALTER SUCH CONSTRUCTION BY OTHER CONTRACTORS OR BY THE OWNER'S OWN FORCES EXCEPT WITH WRITTEN CONSENT OF THE C.O.R. AND SUCH OTHER CONTRACTORS; SUCH CONSENT SHALL NOT BE UNREASONABLY WITHHELD. THE CONTRACTOR SHALL NOT UNREASONABLY WITHHOLD FROM THE OTHER CONTRACTORS OR THE C.O.R. THE CONTRACTOR'S CONSENT TO CUTTING OR OTHERWISE ALTERING THE WORK.

CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE THAT OCCURS TO EXISTING MATERIALS, FINISHES, EQUIPMENT, ETC. TO REMAIN AS A RESULT OF THE CONTRACTOR'S WORK. IF DAMAGE TO EXISTING MATERIALS, FINISHES, EQUIPMENT, ETC. TO REMAIN DOES OCCUR AS A RESULT OF THE CONTRACTOR'S WORK, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND REPAIRING AS REQUIRED OR COMPLETE REPLACEMENT AS

PER THE DIRECTION OF THE C.O.R.

CONTRACTOR SHALL PROVIDE ALL TEMPORARY SHORING AND BRACING AS REQUIRED FOR ALL DEMOLITION AND NEW WORK AS REQUIRED. IF ANY DAMAGE OCCURS TO THE EXISTING BUILDING OR NEW CONSTRUCTION AS A RESULT OF IMPROPER OR INADEQUATE SHORING OR BRACING, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR REPAIR AND/ OR REPLACEMENT OF DAMAGED AREAS. DAMAGED AREAS SHALL INCLUDE BUT NOT BE LIMITED TO STRUCTURE, WINDOWS, FINISHES, EQUIPMENT, FURNISHINGS, MOVEMENT OF ADJACENT PAVEMENT/ WALKS/ CURBS/ STRUCTURES.

REFERENCE STRUCTURAL DRAWINGS FOR LINTEL SCHEDULE OR SIZES AND DETAILS AT A NEW MASONRY OPENINGS.

CONTRACTOR SHALL REMOVE AND DISPOSE OF EXISTING STRUCTURES, UTILITIES, MECHANICAL/ ELECTRICAL/ PLUMBING COMPONENTS, CASEWORK, FURNISHINGS, FINISHES, ETC., THAT IS SHOWN ON THE DEMOLITION AND RENOVATION DRAWINGS, ARCHITECTURAL, STRUCTURAL DRAWINGS, MECHANICAL DRAWINGS, PLUMBING/ FIRE PROTECTION, OR ELECTRICAL DRAWINGS. THIS SHALL INCLUDE, BUT SHALL NOT BE LIMITED TO THE

FOLLOWING.

A.) AT STRUCTURES TO BE REMOVED; INCLUDING CONCRETE MASONRY UNIT PARTITIONS AND WALLS, METAL STUD PARTITIONS AND WALLS, GYPSUM BOARD AND/ OR PLASTER CEILINGS, ETC.. PARTITIONS AND WALLS SHALL BE SAW CUT WITH SMOOTH AND STRAIGHT EDGES AS

REQUIRED FOR NEW ADJACENT CONSTRUCTION.

B.) AT ALL PLUMBING UTILITIES TO BE REMOVED; INCLUDING HOT WATER LINES, COLD WATER LINES, WASTE LINES, ETC. SHALL BE REMOVED TO FLOOR LINE, WALL LINE OR CEILING LINE AS REQUIRED. ALL PLUMBING UTILITY LINES SHALL BE CAPPED AND BURIED IN WALLS AND CAPPED ABOVE FINISHED CEILINGS AS REQUIRED. ALL WALLS AND CEILINGS SHALL BE REFINISHED AS REQUIRED OVER CAPPED UTILITIES TO MATCH EXISTING ADJACENT FINISHES. PLUMBING UTILITIES AT CONCRETE FLOORS SHALL HAVE CONCRETE SAWCUT FOR A SMOOTH EDGE AT THE SURFACE AND CHIPPED OUT, UTILITIES CAPPED BELOW CONCRETE AND NEW CONCRETE FILL OVER CAPPED UTILITY.

C.) AT ALL ELECTRICAL UTILITIES TO BE REMOVED; INCLUDING POWER LINES, LIGHTING AND COMMUNICATION LINES SHALL BE REMOVED TO FLOOR LINE, WALL LINE OR CEILING LINE AS REQUIRED. ALL ELECTRICAL UTILITY LINES SHALL BE CAPPED AND BURIED IN WALLS AND CAPPED ABOVE FINISHED CEILINGS AS REQUIRED. PATCH AND REPAIR AS REQUIRED ALL WALLS AND CEILINGS OVER CAPPED UTILITIES TO MATCH EXISTING ADJACENT FINISHES. ELECTRICAL UTILITIES AT CONCRETE FLOORS SHALL HAVE CONCRETE SAW CUT FOR A SMOOTH EDGE AT THE SURFACE AND CHIPPED OUT, UTILITIES CAPPED BELOW CONCRETE AND NEW CONCRETE FILL OVER CAPPED UTILITY.

D.) AT ALL MECHANICAL/ ELECTRICAL/ PLUMBING COMPONENTS TO BE REMOVED; INCLUDING TOILET FIXTURES, LIGHT FIXTURES, MECHANICAL EQUIPMENT, ETC. SHALL BE STRUCTURALLY DISCONNECTED AND ALL UTILITIES SHALL BE DISCONNECTED. PATCH AND REPAIR AS REQUIRED ALL FLOORS, WALLS AND CEILINGS AT MECHANICAL/ ELECTRICAL/ PLUMBING COMPONENTS TO MATCH EXISTING ADJACENT FINISHES. ALL UTILITY LINES SHALL BE CAPPED AND BURIED AS STATED IN SUB-ITEM NO'S "B" AND "C" ABOVE.

E.) AT ALL BASE AND OVERHEAD CASEWORK TO BE REMOVED; INCLUDING SINKS AND ALL EXPOSED AND CONCEALED BACKING, BLOCKING, FASTENERS, ETC. SHALL BE STRUCTURALLY DISCONNECTED AND ALL UTILITIES SHALL BE DISCONNECTED. PATCH AND REPAIR AS REQUIRED ALL FLOORS, WALLS AND CEILINGS AT CASEWORK TO MATCH EXISTING ADJACENT FINISHES. ALL UTILITY LINES HALL BE CAPPED AND BURIED

AS STATED IN SUB-ITEM NO'S "B" AND "C" ABOVE.

F.) AT ALL FURNISHINGS TO BE REMOVED; SUCH AS WINDOW COVERINGS, CHALK BOARDS, FLOOR MATS, TACK STRIPS, MISCELLANEOUS FURNISHINGS, ETC.. PATCH AND REPAIR AS REQUIRED ALL FLOORS, WALLS AND ACOUSTICAL LAY-IN CEILINGS AT FURNISHINGS TO MATCH EXISTING ADJACENT FINISHES.

G.) AT ALL "DECORATIVE" FINISHES TO BE REMOVED; SUCH AS FLOOR COVERINGS, BASE MATERIALS, WALL FINISHES, WAINSCOTS,CEILINGS, ETC. WHERE FLOORING IS REMOVED, CONTRACTOR SHALL PREPARE FLOOR AS NECESSARY TO RECEIVE NEW FLOORING MATERIAL. THIS INCLUDES, BUT NOT LIMITED TO LEVELING BINDER, GRINDING AND / OR SANDING.

ALL EQUIPMENT THAT IS TO BE PLACED IN STORAGE OR SALVAGED TO C.O.R. SHALL HAVE THE EQUIPMENT NUMBER SHOWN ON THE EQUIPMENT DRAWINGS NEATLY AND LEGIBLY MARKED ON THE EQUIPMENT WITH PERMANENT BLACK WIDE TIP MARKER IN AN OBVIOUS LOCATION. ALL LOOSE EQUIPMENT ACCESSORIES SUCH AS FASTENERS, FITTINGS, ACCESSORIES, ETC. SHALL BE PLACED IN A CLEAR HEAVY DUTY PLASTIC BAG. THE BAG SHALL BE SEALED AND LABELED BY EQUIPMENT NUMBER AND TAPED TO EQUIPMENT WITH CLEAR WIDE HEAVY DUTY TAPE.

CONTRACTOR SHALL PATCH AND REPAIR AS REQUIRED ALL EXISTING PLASTER WALLS, CEILINGS AND SOFFITS TO REMAIN.