CULLUM_Amendment 3_Drawings Combined.pdf

CLUB/STOR

CH-B206

COAL SHOOT

CH-B208

UNASSIGNED /

UNFINISHED

CH-B212

UNASSIGNED /

UNFINISHED

CH-B214

UNASSIGNED /

UNFINISHED

CH-B218

STOR.

CH-B202

CLUB/STOR

CH-B204D

CLUB/STOR

CH-B204C

CLUB/STOR

CH-B204B

CLUB/STOR

CH-B204A

CORR

CH-B2C2

CLUB/STOR

CH-B200A

CLUB/STOR

CH-B200B

CLUB/STOR

CH-B200C

CLUB/STOR

CH-B200D

CLUB/STOR

CH-B200E

CORR

CH-B2C1

VESTIBULE

CH-B205

CLUB/STOR

CH-B211A

CLUB/STOR

CH-B211B

CLUB/STOR

CH-B211C

CLUB/STOR

CH-B213A

CLUB/STOR

CH-B213B

EXIST. ELEC

CH-B210A

EXIST. MECH

CH-B210B

EX. MECH. STAIR

CH-B210C

CLUB/STOR

CH-B216B

CLUB/STOR

CH-B216C

CLUB/STOR

CH-B216D

CORR

CH-B216A

CLUB/STOR

CH-B203

CLUB/STOR

CH-B217

VEST

CH-B219

TOILET

CH-B201

EW1 EW2 EW3 EW4

NS1

NS2

2.5

CH-B217.1

C H

B

OPEN TO

BELOW

C H

B

C H

B

B

B

42 43 44 45

SOUTHEAST

STAIR

CH-B1S2

12 27 28 47

54 5552 53

12 27 28 54 5552 53 12 27 28 47 54 5552 53 12 27 28 47 54 5552 53

27 28 47 52 5331 51504948

59 6057 581

61 62 63 64

65 66 67

12 27 28 47

54 5552 53

12 27 28 47

54 5552 53

12 27 28 47 54 5552 53

27 28 47

5452 53

27 28

12 27 28 47 54 5552 53

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

0 84

US Army Corps of Engineers ®

SHEET ID

U S

A

R M

Y

C

O R

P

O

F

E

N G

I N

E E

R S

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

T E

D

B

Y

S I Z

E

C H

E C

K E

D

B

Y

A N

S I

D

I S

S U

E

D

A T

E

C O

N T

R A

C T

N

S O

L I C

I T

A T

I O

N

N

O

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

D A

T E

M A

R K

D E

S C

R I P

T I O

N

P R

O J E

PLAN NORTH

H-1B2

H A

Z M

L A

N

B

A S

E M

E N

T

L

E V

E L

W E

I N

T

N

Y

A T

L R

S

K G

W D

S R

W D

S C

RTA SUBMISSION 2/11/2021

U S

M

B

I L D

I N

G

C

U L L U

M

H

A L L

R

E N

O V

A T

I O

N

SCALE: 1/8" = 1'-0"H-1B2

HAZMAT PLAN - BASEMENT LEVEL B2A1

1. NOT ALL OF THE ACMS DEPICTED ON THE DRAWINGS WILL REQUIRE

ABATEMENT. REFER TO THE ARCHITECTURAL, MECHANICAL, PLUMBING,

AND ELECTRICAL DRAWINGS FOR ALL ITEMS THAT WILL REQUIRE REMOVAL.

ASBESTOS NOTES

1. OSHA'S LEAD IN CONSTRUCTION STANDARD APPLIES TO ALL DISTURBANCES OF

LEAD BASED PAINT. IN ADDITION, THE CONTRACTOR SHALL USE METHODS TO

LIMIT THE AMOUNT OF DUST PRODUCED DURING DEMOLITION OF ANY WALL AND

CEILINGS CONTAINING LEAD BASED PAINT. ICRA DUST CONTROLS SHALL BE

UTILIZED AT ALL TIMES.

LEAD BASED PAINT NOTES

LEAD BASED PAINT SAMPLE SYMBOLSASBESTOS SAMPLE SYMBOLS

1.

2.

GENERAL NOTES

THIS DRAWING IS DIAGRAMMATIC AND IS TO BE USED FOR GENERAL

INFORMATION AND SAMPLE LOCATIONS.

SEE THE SPECIFICATIONS DOCUMENT FOR THE HAZARDOUS MITIGATION PLAN,

DIVISION 02 ABATEMENT SPECIFICATIONS 02 82 00, 02 83 00, 02 84 10, AND 02 85 00

AND THE ASBESTOS CONTAINING MATERIALS SURVEY REPORT BY OAK GROUP

FROM THE MASON AND HANGER PDR FOR MORE INFORMATION.

SYMBOL KEY

- DESIGNATION FOR LEAD BASED PAINT CONTAINING MATERIALS

- DESIGNATION FOR ASBESTOS CONTAINING MATERIALS

- EXIST WALLS, DOORS TO REMAIN (SHOWN SCREENED)

- DEMOLITION WALLS, DOORS TO BE DEMOLISHED

(SHOWN DASHED)

3. ACCESSIBLE SPACES WERE SURVEYED FOR SUSPECT ASBESTOS

MATERIALS AND LEAD BASED PAINT. WHERE OBSERVED, THE MATERIALS ARE

NOTED ON THE PLANS.

M

E N

D M

E N

/2 6/

A S

U B

M

IS

S

IO

/1

1/ bkolonauski Snapshot

1 0

M

E N

D M

E N

T

R T

A

S

U B

M I S

S I O

N

J K

D P

K M

C O

N S

T R

U C

T I O

N

D

E T

A I L S

C I V

I L

C-502

D A

T E

M A

R K

D E

S C

R I P

T I O

N

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

T E

D

B

Y

S I Z

E

C H

E C

K E

D

B

Y

I S

S U

E

D

A T

E

C O

N T

R A

S O

L I C

I T

A T

I O

N

N

O

P R

O J E

SHEET

IDENTIFICATION

U S

A

R M

Y

C

O R

F

E

N G

I N

E E

R S

US Army Corps of Engineers

N E

W

Y

O R

K

D

I S

T R

I C

T

N E

W

Y

O R

K

N

Y

W D

S C

A N

S I

D

W D

S R

M

Y

W E

I N

T

C

U L L U

M

H

A L L

W E

I N

T

N

E W

Y

K

RTA SUBMISSION 2/11/2021

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

D8

8' HIGH TEMPORARY CONSTRUCTION FENCE DETAIL

NOT TO SCALE

NON-PAVED AREAS PAVED AREAS

FINISHED GRADE

4" PLUS 1/2 PIPE O.D. MIN.,

SAWCUT (TYP.)

A2

(WATER SYSTEM, SANITARY SEWER SYSTEM, STORM SYSTEM)

NOT TO SCALE

NOTES:

1. BACKFILL IN EMBEDMENT ZONE MUST BE PLACED BY HAND IN 6-INCH LIFTS

ON BOTH SIDES OF PIPE TO PREVENT DISPLACEMENT. COMPACT TO 95%

MAX. DRY DENSITY IN ACCORDANCE WITH ASTM D-1557.

2. ALL EXCAVATED MATERIAL MUST BE REMOVED FROM GOVERNMENT

PROPERTY IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. ALL FILL

MUST BE IMPORTED AS DIRECTED BY THE PROJECT SPECIFICATIONS.

TYPE "C" BEDDING

BROKEN STONE OR WASHED

GRAVEL MEETING REQUIREMENTS

OF COURSE AGGREGATE SIZE

NUMBER 57 WRAPPED IN

GEOTEXTILE FILTER FABRIC, FOR

360-DEGREES.

12" O.D. 12"

SELECT FILL BACKFILL MATERIAL,

COMPACT TO 90% MODIFIED

PROCTOR DENSITY (ASTM D-1557)

18"

SEE STANDARD

PAVEMENT DETAIL

24"

CLSM BACKFILL MATERIAL

B A

C K

F I L

L

Z

O N

E

E M

B E

D M

E N

T

Z O

N E

N

O T

E

SCARIFY SUBGRADE MIN 6" AND COMPACT TO

95% MODIFIED PROCTOR DENSITY (ASTM D-1557)

4" TOPSOIL, FERTILIZER, AND SEED

EXISTING PAVEMENT

TO BE SAWCUT FULL

DEPTH (BOTH SIDES)

A9

YARD 2 INLET DETAIL (2'X2')

NOT TO SCALE

MAGNETIC DETECTABLE

WARNING TAPE 12"

BELOW GRADE

SAND BAG

(TYP.)

12' WIDE x 8' HIGH ZINC

COATED FENCE PANEL

16"x36" PANEL

BASE STAND

ZINC COATED

STEEL WIRE

MESH

" O.D. PANEL FRAME

" DIAMOND WIDTH

SHUT

" SQ.

BODY

6" DIAMETER

36"

54"

MINIMUM

STANDPIPE BELOW GRADE

(PAINTED BLACK)

STANDPIPE ABOVE GRADE

(PAINTED RED)

STANDPIPE GROUND LINE MARK

GROUND LINE OR

FINISHED GRADE

TAMPER SWITCH (SEE

DETAIL A)

PADLOCK

PADLOCK

TAMPER

SWITCH

DETAIL A

S

H

U

T

D2

POST INDICATOR VALVE

NOT TO SCALE

TYPE "C" BEDDING, BROKEN STONE OR WASHED

GRAVEL MEETING REQUIREMENTS OF COURSE

AGGREGATE SIZE NO. 57 COMPACT TO 95%

MODIFIED PROCTOR DENSITY (ASTM D-1557)

GEOTEXTILE FILTER FABRIC

SCARIFY SUBGRADE MIN 6" AND

COMPACT TO 95% MODIFIED

PROCTOR DENSITY (ASTM D-1557).

GRADE

PVC PIPE

NOTES:

1. CLEANOUTS REQUIRED AT ALL BENDS,

CHANGES IN SLOPE AND AT BUILDING EXIT.

A5

REINFORCED PRECAST CONCRETE TRENCH DRAIN DETAIL

NOT TO SCALE

30"

9" 9"

PVC PIPE

WYE AND 1/8" BEND

EXISTING UNDISTURBED SOIL /

COMPACTED SELECT FILL COMPACT

TO 95% MODIFIED PROCTOR DENSITY

(ASTM D-1557)

PVC PIPE PER PLANS

SELECT FILL MATERIAL COMPACT TO

95% MODIFIED PROCTOR DENSITY

(ASTM D-1557)

3,000 PSI CONCRETE ON

COMPACTED SUBGRADE

BITUMINOUS PAVEMENT

(SEE DETAIL)

CAMPBELL FND. Co. COVER &

CIRCULAR FRAME # 1000 OR

APPROVED EQUAL

BRASS PLUG

UTILITY TRENCH AND BEDDING DETAIL

TYPE "C" BEDDING, BROKEN STONE

OR WASHED GRAVEL MEETING

REQUIREMENTS OF COURSE

AGGREGATE SIZE NO. 57 COMPACT

TO 95% MODIFIED PROCTOR DENSITY

(ASTMD-1557).

6" TOPSOIL6" TOPSOIL

6" OF TYPE "C" BEDDING, BROKEN

STONE OR WASHED GRAVEL

MEETING REQUIREMENTS OF

COURSE AGGREGATE SIZE NO. 57

COMPACT TO 95% MODIFIED

PROCTOR DENSITY (ASTM D-1557)

NOTES:

1. ALL FENCE AND GATE MATERIALS AND ACCESSORIES MUST BE BLACK VINYL COATED.

2. CONFORMS TO THE REQUIREMENTS OF ASTM A-392 UNLESS OTHERWISE SPECIFIED.

3. CONTRACTOR MUST PROVIDE FENCE AND FENCE MATERIAL SHOP DRAWINGS AND WIND/SNOW LOAD CALCULATION

PRIOR TO CONSTRUCTION.

4. ALL FENCE POST AND SYSTEM SUPPORT SIZES/SPACING TO BE FINALIZED BY THE FENCE MANUFACTURER AND

SUBMITTED FOR REVIEW AND APPROVAL.

5. ADVERTISING MUST NOT BE PERMITTED ON TEMPORARY CONSTRUCTION FENCE FABRIC.

6. BLACK VINYL PRIVACY SLATS OR BLACK MESH PRIVACY SCREENING MUST BE INSTALLED.

NOTES:

1. TRENCH DRAIN SHALL ABUT CONCRETE SLAB AND CONCRETE

WALL. PROVIDE AN EXPANSION JOINT SURFACE BETWEEN THE TWO

SURFACES.

2. REFER TO DRAINAGE PLAN FOR TRENCH LENGTH, PIPE SIZE, AND

ORIENTATION.

3. CONCRETE TO BE 5000 PSI MIN. @ 28 DAYS.

4. REINFORCEMENT PER ASTM-615, GR. 60.

5. DESIGNED FOR H-20 LOADING.

6. GRATE SHALL BE EJ, PRODUCT NO. 47304030, 14"X24", HEAVY DUTY,

OR APPROVED EQUAL.

7. GRATES SHALL INDICATE "NO DUMPING, DRAINS TO RIVER OR

WATERWAY".

8. STRUCTURE MUST BE REINFORCED PRECAST CONCRETE.

9. CONTRACTOR MUST SUBMIT SHOP DRAWINGS OF THE STRUCTURE

AND FRAME/GRATE, SIGNED AND SEALED BY A PROFESSIONAL

ENGINEER, LICENSED IN THE STATE OF NEW YORK.

B

B

A A

DUCTILE IRON GRATE

SECTION A-A

SECTION B-B

12" 6"6"

14"

24"

1" DIA. BARS IN 1 1/8"

x 6" DEEP HOLES TO

ALIGN SECTIONS

SLOPED BASE IN FIELD

PLAN VIEW - TRENCH

OPENING IN BOTTOM TO

ACCOMMODATE 10" PVC

DRAIN PIPE

SLOPED BASE IN FIELD

D5

STROM SEWER CLEANOUT DETAIL

NOT TO SCALE

A

SECTION B-BSECTION A-A

B

A

B

GENERAL NOTES:

1. CONCRETE SHALL BE 4,000 PSI MIN.

2. STRUCTURE SHALL BE PRECAST.

3. FRAME & GRATE TO BE EJ CO. V-5324-1

(DRAINS TO WATERWAYS) OR APPROVED

EQUAL.

4. INLET SHALL BE DESIGNED FOR H-25

LOADING BY THE MANUFACTURER OR AN

ENGINEER LICENSED IN THE STATE OF

NEW YORK.

BRICK SHIM

TO GRADE

(TYP.)

6" THICK NYSDOT

SUBBASE TYPE 2

8" PRECAST CONCRETE

V A

R I E

S

6"

2'-0" 2'-0"

8" PRECAST CONCRETE

EXISTING UNDISTURBED SOIL /

COMPACTED SELECT GRANULAR

MATERIAL

EXISTING UNDISTURBED

SOIL / COMPACTED

STRUCTURAL FILL

NYSDOT SUBBASE

TYPE 2,

7"

O

C

POLYPROPYLENE

STEPS (12" O.C.)

STORM

PIPE

STORM

PIPE

BRICK SHIM TO

GRADE (TYP.)

INV. A 137.22 INV. B 137.03INV. C 136.90

.0

S

L O

P E

.0

S

L O

P E

GRATE EL. 138.90

EXISTING UNDISTURBED SOIL / COMPACTED

SELECT FILL COMPACT TO 95% MODIFIED

PROCTOR DENSITY (ASTM D-1557)

GEOTEXTILE FILTER FABRIC

6" THICK NYSDOT

SUBBASE TYPE 2

REMOVE CAP AND WALLS OF

SERVICE TUNNEL, UTILITIES TO

REMAIN. VERIFY POSITION IN FIELD

2 2

A1

AD-300

A1

AD-300

EXIST. MECH. PIT

CH-B30014

A1

AD-301

A1

AD-301

UNFINISHD CRAWL SPACE

HEAD HEIGHT VARIES

UTILITY TUNNEL

DEMOLISH EXTERIOR MASS

MASONRY WALL TO ENLARGE

OPENING, REFER TO ELEVATION

AD-200 AND STRUCT. DWGS.

N

O M

165'-3" NOM

DEMOLISH EXISTING CONCRETE CURB

2" 3'-0" 4'-2"

7'-4" RO

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

5'-10"

5'-10" 15'-10" 8'-4" 2'-3"

7'-7"

ALIGN SILL TO B2

ARCHIVE

ELEVATION

EXISTING ARCHED

OPENING

AD-302

AD-302

" 5

2M

2M

2M

EW1 EW2 EW3 EW4

NS1

NS2

2RAISE

HEADER

EXISTING TUNNEL

BELOW GRADE,

SEE STRUCTURAL

DEMO DRAWINGS

FOR PARTIAL CAP

REMOVAL

TUNNEL TO

LINCOLN

DEMOLISH

EXTERIOR

AREA WAY

ABOVE

EXISTING UTILITY TUNNEL

BELOW TO REMAIN. CAP OF

TUNNEL TO BE DEMOLISHED,

SEE STRUCTURAL DRAWINGS

REMOVE ALL EXISTING WALLS, FLOORS AND

APPENDAGES AND PROJECTIONS IN THE

SHAFT AREA. PROVIDE THE INTERIOR OF THE

SHAFT FLUSH, SMOOTH, STRAIGHT AND TRUE

PRIOR TO INSTALLATION OF ELEVATOR.

DEMOLISH

EXTERIOR

SITE WALL

2M

2M

2M

"6

GENERAL DEMOLITION AND ALTERATION NOTES

A. WALL HUNG PORTRAITS WILL BE REMOVED BY USMA PRIOR TO

CONSTRUCTION. THE CONTRACTOR CANNOT PROCEED WITH ANY WORK

UNTIL THEY ARE REMOVED.

B. ALL FURNITURE, AREA RUGS, AND INTERIOR APPURTENANCES MUST BE

REMOVED BY USMA PRIOR TO CONSTRUCTION. THE CONTRACTOR CANNOT

PROCEED WITH ANY WORK UNTIL THEY ARE REMOVED.

C. PLAQUE PROTECTION: THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING

THE PLAQUES FROM ALL CONSTRUCTION ACTIVITIES INCLUSIVE OF BUT NOT

LIMITED TO DUST, DEBRIS, DAMAGE, CONSTRUCTION ACTIVITY AND THE LIKE

DURING THE ENTIRE CONSTRUCTION PERIOD OF PERFORMANCE. THE

CONTRACTOR MUST REPAIR AND REMEDIATE AT NO COST TO THE

GOVERNMENT ANY PLAQUES AND THE LIKE THAT ARE DAMAGED DURING

CONSTRUCTION OR DUE TO THE INADEQUACY OF THE PROTECTION.

D. CANNON PROTECTION: THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING

THE CANNON FROM ALL CONSTRUCTION ACTIVITIES INCLUSIVE OF BUT NOT

LIMITED TO DUST, DEBRIS, DAMAGE, CONSTRUCTION ACTIVITY AND THE LIKE

DURING THE ENTIRE CONSTRUCTION PERIOD OF PERFORMANCE. THE

CONTRACTOR MUST REPAIR AND REMEDIATE AT NO COST TO THE

GOVERNMENT ANY CANNONS AND THE LIKE THAT ARE DAMAGED DURING

CONSTRUCTION OR DUE TO THE INADEQUACY OF THE PROTECTION.

E. CULLUM HALL EXISTING PIANO: THE EXISTING PIANO WILL BE REMOVED BY

OTHERS PRIOR TO NTP/DEMOLITION.

F. CULLUM HALL EXISTING FURNITURE AND FURNISHINGS: REFER TO FFE

SPECIFICATION PACKAGE FOR THOSE ITEMS THAT ARE TO BE REFURBISHED

FOR REUSE IN CULLUM HALL. THE CONTRACTOR IS REQUIRED TO

COORDINATE WITH THE GOVERNMENT ANY REMAINING

FURNISHINGS/FURNITURE WITHIN CULLUM HALL AND THOSE ITEMS MUST BE

STORED AND PROTECTED DURING THE PERIOD OF PERFORMANCE OF

CONTSTRUCTION AND RETURNED AS INSTRUCTED BY THE GOVERNMENT.

THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT THE EXISTING

FURNISHINGS/FURNITURE IS NOT DAMAGED AND FUNCTIONS PROPERLY

WHEN CULLUM HALL IS TURNED OVER TO THE GOVERNMENT. FAILURE TO

COMPLY WITH THESE REQUIREMENTS HEREIN IN WHOLE OR PART WILL BE

CAUSE FOR THE GOVERNMENT TO MANDATE REPAIR TO ORIGINAL

CONDITION/REPLACEMENT IN KIND AT NO COST TO THE GOVERNMENT.

G. B1 AND B2 BASEMENTS:

1. ALL SUSPENDED ACOUSTICAL CEILING TILES, GRIDS, AND HANGERS

ARE TO BE DEMOLISHED.

2. ALL EXISTING PLUMBING WATER CLOSETS, SINKS, AND SHOWER

FIXTURES TO BE DEMOLISHED

3. ALL EXISTING BATHROOM STALLS TO BE DEMOLISHED

4. SEE PLUMBING DRAWINGS FOR MORE INFORMATION

H. B1 AND B2 BASEMENTS:

1. PRESERVE & PROTECT ALL EXISTING FIREPLACE SURROUNDS,

MANTELS, FIREBOX & HEARTHS TO REMAIN IN PLACE. FLUES TO BE

SEALED.

2. SALVAGE ALL EXISTING WOOD DOORS AS INDICATED ON DEMOLITION

PLANS FOR FUTURE USE.

3. SALVAGE EXISTING METAL SPIRAL STAIRS FROM MECH ROOM. RETURN

TO GOVT.

I. FOR ALL EXTERIOR DEMOLITION INCLUDING WINDOWS, DOORS, RAILINGS,

STAIRS, AND TERRACE, SEE EXTERIOR ENVELOPE SHEETS.

J. SEE RESTORATION DRAWINGS FOR RESTORATION OF PLASTER WALLS AND

CEILINGS IN HISTORIC SPACES.

K. NOT USED

L. ALL EXISTING FINISHED FLOORING MATERIAL TO BE REMOVED ON B1 AND B2

BASEMENTS INCLUDING; TILE, RESILIENT TILE, RUBBER SPORT FLOORING,

CARPET AND OTHER DOWN TO STRUCTURAL FLOOR (INCLUDING PLYWOOD

SHEET UNDERLAYMENT). REFER TO AD-500 FOR FURTHER DETAILS.

M. SEE STRUCTURAL FOR EXCAVATION FOR NEW FOUNDATIONS AND UNDER-

SLAB DRAINAGE.

N. SALVAGE ALL RADIATORS AND RETURN TO GOVERNMENT.

O. SALVAGE & PROTECT EXISTING WOOD FRAME/UPHOLSTERED BENCHES AND

SMALL WOOD TURNED STOOLS FOR REPAIRS/REFINISHING FOR USE IN

RENOVATED SPACES AS DOCUMENTED. REFER TO FURNITURE DRAWINGS

FOR ADDITIONAL INFORMATION.

P. CONTRACTOR MUST NOT CONSIDER DEMOLITION AND ALTERATION NOTES

TO BE ALL INCLUSIVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSPECT

AND ASSESS EACH AREA AND TO FULFILL THE INTENT OF THE WORK

INDICATED BY THE CONTRACT DOCUMENTS. CONTRACTOR MUST VERIFY ALL

CONDITIONS AND DIMENSIONS WITHIN THE CONTRACT LIMITS. DEVIATIONS

FROM THE CONTRACT DOCUMENTS NECESSITATED BY FIELD CONDITIONS

MUST BE BROUGHT TO THE ATTENTION OF THE COR PRIOR TO PROCEEDING

WITH THE WORK.

Q. CONTRACTOR MUST CONSULT WITH THE GOVERNMENT IN ADVANCE OF

DOING WORK TO DETERMINE DISPOSITION OF ALL FIXTURES, CABINETS,

SERVICES, EQUIPMENT AND ITEMS REMOVED DURING THE DEMOLITION.

REMOVE EXISTING FURNISHINGS AND EQUIPMENT LEFT BEHIND TO BE

DISCARDED BY GOVERNMENT.

R. PROVIDE TEMPORARY BARRIERS, BARRICADES, LIGHTING, FIRE PROTECTION,

ETC. TO PROTECT PERSONNEL AND ADJACENT SPACES PER THE

REQUIREMENTS OF DIVISION 01 SECTION “TEMPORARY FACILITIES AND

CONTROLS.”

S. PROVIDE TEMPORARY SAFEGUARDS AS REQUIRED TO PROTECT EXISTING

FINISHES AND EQUIPMENT TO REMAIN DURING DEMOLITION AND

CONSTRUCTION.

T. WHERE EXISTING CONSTRUCTION, INCLUDING BUT NOT LIMITED TO,

PARTITIONS, FLOORS AND BASES, DOOR AND WINDOW FRAMES, CEILINGS,

CASEWORK, EQUIPMENT, ELECTRICAL AND MECHANICAL DEVICES, FIXTURES

AND EQUIPMENT IS REMOVED OR ALTERED, REPAIR ADJACENT SURFACES

DISTURBED BY DEMOLITION OR ALTERATION WORK AND PREPARE THESE

SURFACES TO RECEIVE NEW SCHEDULED FINISHES. REPAIRS TO SURFACES

DEEMED BY THE COR AND GOVERNMENT TO BE UNSATISFACTORY FOR THE

PURPOSE MUST BE REMOVED AND REPLACED IN KIND.

U. WHERE FINISHES ARE NOTED TO BE REMOVED AT COLUMNS OR WALLS,

REMOVAL MUST BE SUCH THAT NEW FINISHES MAY BE INSTALLED TO ALIGN

WITH EXISTING FINISHES.

V. UNLESS NOTED OTHERWISE, REMOVE EXISTING PROJECTIONS, HANGERS,

BOLTS, NAILS, BRACKETS, CURTAIN RODS, VALANCES, ETC. FROM EXISTING

WALLS AND COLUMNS. PATCH ALL HOLES TO MATCH ADJACENT SURFACES

FOR THE INSTALLATION OF NEW FINISHES.

W. AT NEW DOORS, CORRIDOR OPENINGS OR CONNECTIONS AND WHERE

PARTITIONS ARE REMOVED, REMOVE EXISTING FLOORING AND BASES TO

EXTENT REQUIRED FOR NEW UNDERLAYMENT TO PROVIDE A SMOOTH

TRANSITION. THE SUBSURFACE MUST BE PATCHED AND TREATED TO

PRODUCE A SURFACE WHICH WILL ELIMINATE "TELEGRAPHING" OF EXISTING

JOINTS THROUGH THE NEW FLOORING. INSTALL UNDERLAYMENT PER

DIVISION 03 SECTION “GYPSUM CEMENT UNDERLAYMENT.”

X. WHERE NEW WALLS WILL ABUT EXISTING CORNERS, REMOVE CORNER

GUARD AND REPAIR CORNER PRIOR TO INSTALLATION.

Y. ALL MECHANICAL AND ELECTRICAL WORK NOTED ON THE DEMOLITION

DRAWINGS MUST BE REMOVED BY THE APPROPRIATE DIVISION 21, 22, 23, 25,

26, 27 AND 28 SUBCONTRACTORS. REFER TO MECHANICAL AND

ELECTRICAL DEMOLITION DRAWINGS FOR EXTENTS.

Z. MECHANICAL AND ELECTRICAL DEMOLITION IN FINISHED SPACES MUST BE

REMOVED SUCH THAT ALL EXISTING TERMINATIONS WILL BE CONCEALED

BEHIND THE NEW CONSTRUCTION.

GENERAL DEMOLITION AND ALTERATION NOTES (CONTINUED)

AA. HOLES IN UL RATED FLOORS AND WALLS RESULTING FROM DEMOLITION OR

REMOVALS MUST BE REPAIRED IN A MANNER CONSISTENT WITH THE

ADJACENT UL RATED CONSTRUCTION AND BE ACCEPTABLE TO THE

AUTHORITY HAVING JURISDICTION.

BB. REPAIRS TO FIRE, SMOKE OR ACOUSTICALLY RATED WALLS, FLOORS OR

CEILINGS MUST BE MADE WITH MATERIALS APPROPRIATE TO ACHIEVE THE

SAME RATING AS THE EXISTING.

GENERAL DEMOLITION AND ALTERATION NOTES (CONTINUED)

CC. CAREFULLY REMOVE EXISTING DRYWALL PLASTER CEILINGS TO EXTENT

REQUIRED TO ACCOMMODATE NEW MECHANICAL AND ELECTRICAL WORK

BOTH INSIDE AND OUTSIDE THE PROJECT AREA LINE. REINSTALL SUPPORT

STRUCTURE AND INSTALL NEW DRYWALL OR PLASTER AND FINISH TO

MATCH EXISTING ADJACENT FINISHES TO THE SATISFACTION OF THE COR

AND GOVERNMENT.

DD. REPORT ALL CRACKED OR DAMAGED EXTERIOR GLAZING TO GOVERNMENT

AND COR.

CERAMIC TILE WALLS: REMOVE WALL TILE AND EXISTING GWB OR CEMENT

BOARD SUBSTRATE AND INSTALL NEW SUBSTRATE APPROPRIATE TO RECEIVE

NEW WALL FINISHED PER DIVISION 09 SECTION “DRYWALL SYSTEMS.”

LAY IN CEILING: REMOVE ALL CEILING TILES. DISCONNECT AND REMOVE ALL

MECHANICAL AND ELECTRICAL DEVICES AND EQUIPMENT SUPPORTED ON

FRAMING GRID. REMOVE CEILING GRID AND HANGERS IN THEIR ENTIRETY.

PLASTER CEILINGS ADHERED TO TERRACOTTA STRUCTURAL SLAB: REMOVE ALL

LOOSE, CHIPPED, AND DAMAGED PLASTER. WHERE PLASTER IS SOUND AND

ADHERED TO THE SLAB ABOVE, REMOVE FAILING SURFACE FINISHES.

GWB CEILING: REMOVE ALL EXISTING DRYWALL. DISCONNECT AND REMOVE ALL

MECHANICAL AND ELECTRICAL DEVICES AND EQUIPMENT. REMOVE CEILING

FRAMING AND SUPPORTS IN THEIR ENTIRETY.

PLASTER CEILINGS: REMOVE ALL EXISTING CEILING PLASTER AND ANY SUPPORT

WITHIN EXTENTS DEFINED. REFER TO HISTORICAL RESTORATION DRAWINGS FOR

PLASTER CEILING REPAIR IN HISTORIC SPACES.

FLOOR FINISHES: MECHANICALLY REMOVE EXISTING FLOORING AND

UNDERLAYMENT MATERIALS TO CONCRETE SLAB IN THEIR ENTIRETY. SCARIFY

CONCRETE AS REQUIRED TO REMOVE ALL ADHESIVE RESIDUE. THE USE OF

REMOVAL CHEMICALS IS NOT PERMITTED.

KEYED DEMOLITION NOTES

GWB PARTITION: REMOVE ITEMS ATTACHED TO WALL SURFACE, SUCH AS BASE.

REMOVE EXISTING DRYWALL. DISCONNECT AND REMOVE ALL MECHANICAL AND

ELECTRICAL DEVICES AND EQUIPMENT. REMOVE METAL FRAMING, TRACKS AND

BRACING IN THEIR ENTIRETY.

MASONRY PARTITION: REMOVE ITEMS ATTACHED TO WALL SURFACE, SUCH AS

BASE. REMOVE EXISTING DRYWALL, IF ANY. DISCONNECT AND REMOVE ALL

MECHANICAL AND ELECTRICAL DEVICES AND EQUIPMENT. REMOVE MASONRY

AND BRACING IN THEIR ENTIRETY.

MASONRY PARTITION (SELECTIVE): NEW MEP UTILITIES TO BE RUN IN EXISTING

PATHWAYS WITHIN MASONRY BEARING WALL: ISOLATED DEMOLITION OF

MASONRY BEARING WALL, DEMOLITION OF EXISTING UTILITES WITHIN MASONRY

BEARING WALL AND PREPARATION OF AREA FOR FUTURE MEP UTILITIES. SEE

MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR DEMOLITION OF

EXISTING UTILITIES. SEE STRUCTURAL DRAWINGS FOR DEMOLITION OF MASONRY

BEARING WALLS. SEE RESTORATION DRAWINGS FOR DEMOLITION OF FINISHES

WITHIN HISTORIC SPACES.

WALL FINISHES: REMOVE EXISTING WALL FINISHES, EXCEPT PAINT, TO

SUBSTRATE, INCLUDING ALL TACK BOARDS, POSTERS, ADHERED FILMS, AND

WALL PAPER. PREPARE SUBSTRATE/PAINTED SURFACES TO RECEIVE NEW

FINISHES PER DIV 02 SECTION “ALTERATION PROJECT PROCEDURES.”

BUILT-UP FLOOR: REMOVE EXISTING SUBBASE TILE, SUPPORTS DOWN TO

STRUCTURAL SLAB BELOW, AND WALL BASE U.N.O. ON FINISH PLANS. PREPARE

FLOORS TO RECEIVE NEW FINISH AS SPECIFIED.

CERAMIC TILE FLOORS: REMOVE EXISTING CERAMIC TILE, MATS AND SETTING

BED TO STRUCTURAL SLAB AND PREPARE FLOORS TO RECEIVE NEW FLOOR

FINISH AS SPECIFIED.

CASEWORK/MILLWORK: DISCONNECT MECHANICAL AND ELECTRICAL SERVICES.

REMOVE CASEWORK CABINETS AND TOPS IN THEIR ENTIRETY.

MEMORIAL PLAQUES IN CASEWORK: CAREFULLY REMOVE, CATALOGUE, STORE

AND PROTECT MEMORIAL PLAQUES ON WALL PANELS FOR REINSTALLATION

(MEMORIAL ROOM CH-106A ONLY). CONTRACTOR IS RESPONSIBLE FOR

PROTECTING THE PLAQUES AND WALL PANELS UNTIL RE-INSTALLATION PER THE

DRAWINGS. CONTRACTOR IS WHOLLY RESPONSIBLE FOR RESTORING MEMORIAL

PLAQUES AND SOLID SURFACE MEMORIAL DISPLAY PANELS TO ORIGINAL

CONDITION. DISCONNECT MECHANICAL AND ELECTRICAL SERVICES. REFER TO

NEW WORK DRAWINGS FOR SCOPE OF NEW WORK. ANY DAMAGE WILL BE

REPAIRED AT NO COST TO THE GOVERNMENT.

DOOR/FRAME/HARDWARE: REMOVE EXISTING DOOR, FRAME AND HARDWARE.

SALVAGE DOOR FRAME, HARDWARE AS INDICATED.

DEMO FOR NEW LINTEL IN MASONRY: DEMOLISH EXISTING MASONRY WALL IN

PREPARATION OF NEW LINTEL INSTALLATION. SEE ARCHITECTURAL AND

STRUCTURAL DETAILS FOR EXTENTS.

11S

FLOOR ASSEMBLY: REMOVE ALL FLOOR ASSEMBLY COMPONENTS INCLUDING

FINISHES, HANDRAILS, SUBFLOORING, SLABS, STRUCTURAL MEMBERS WITHIN

THE EXTENTS DESCRIBED. PROVIDE NECESSARY SCAFFOLDING AND BRACING

TO PREVENT ANY DAMAGE OR COLLAPSE OF BUILDING ELEMENTS. SEE

STRUCTURAL DRAWINGS FOR DETAILS.

WOOD/METAL STAIR: DISCONNECT AND REMOVE ALL MECHANICAL AND

ELECTRICAL DEVICES AND EQUIPMENT. REMOVE EXISTING STAIR, INCLUDING

STRINGERS, TREADS, RISERS, PLATFORMS, SUPPORT FRAMING, AND DEVICES

AND RAILINGS IN THEIR ENTIRETY.

CONCRETE/MASONRY STAIR: REMOVE ALL RAILINGS AND DEMOLISH STAIR IN

ITS ENTIRETY.

PLUMBING FIXTURES: REMOVE ALL PLUMBING FIXTURES, SUPPORT FRAMING,

SUPPORT STRUCTURE, AND FITTINGS. ALL PIPING TO BE REMOVED MUST BE

PROPERLY CAPPED.

INTERIOR STOREFRONT: REMOVE ALL STOREFRONT COMPONENTS

INCLUDING GLAZING, FRAMING, DOORS, DOOR HARDWARE, AND THRESHOLDS.

EXTERIOR WALL: REMOVE ALL PLASTER AND SUBSTRATE LAYERS TO

STRUCTURAL MASONRY AT INTERIOR WALL SURFACES WHERE APPLICABLE IN

BASEMENTS. COORDINATION WITH HISTORIC RESTORATION SCOPE. SEE

SHEET A-650.

FLOOR GRILLE: MECHANICAL FLOOR GRILLE COVER, PROTECT DURING

CONSTRUCTION. SALVAGE AND STORE FOR RE-INSTALLATION.

2M

5 10

149.14

DEMOLITION LEGEND

EXIST WALLS, DOORS TO REMAIN (SHOWN SCREENED)

DEMOLITION WALLS, DOORS TO BE DEMOLISHED

(SHOWN DASHED)

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

0 84

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

P R

O J E

C T

N O

PLAN NORTH

AD-1B3

B B

A S

E M

E N

T D

E M

O L

IT

IO

N

P L A

N

W E

S T

P O

IN

T

N

Y L B

Y

D B

B K

R M

/1

/2

W D

S -1

-R

-0

W D

S -1

-C

RTA SUBMISSION 2/11/2021

U S

M A

B U

IL

D

IN

G

C

U L L U

M H

A L L R

E N

O V

A T

IO

N

SCALE: 1/8" = 1'-0"AD-1B3

REF SHEET: A-109.1

B3 BASEMENT DEMOLITION PLANA1

R

T A

S U

B M

IS

S

IO

N

/1

/2

A

M E

N D

M E

N T

/2 /2

ALL PLUMBING FIXTURES AND PARTITIONS

IN BASEMENT FLOORS TO BE REMOVED,

REFER TO PLUMBING FOR DETAILS

5 5 5 5

12 12 12

132 2

1 1 1 1 1 1 1

16 12

12 12

A1

AD-300

A1

AD-300

CLUB/STOR

CH-B206

COAL SHOOT

CH-B208

UNASSIGNED /

UNFINISHED

CH-B212

UNASSIGNED /

UNFINISHED

CH-B214

UNASSIGNED /

UNFINISHED

CH-B218

STOR.

CH-B202

CLUB/STOR

CH-B204D

CLUB/STOR

CH-B204C

CLUB/STOR

CH-B204B

CLUB/STOR

CH-B204A

CORR

CH-B2C2

CLUB/STOR

CH-B200A

CLUB/STOR

CH-B200BCLUB/STOR

CH-B200C

CLUB/STOR

CH-B200D

CLUB/STOR

CH-B200E

CORR

CH-B2C1

VESTIBULE

CH-B205

CLUB/STOR

CH-B211A

CLUB/STOR

CH-B211B

CLUB/STOR

CH-B211C

CLUB/STOR

CH-B213A CLUB/STOR

CH-B213B

EXIST. ELEC

CH-B210A

EXIST. MECH

CH-B210B

EX. MECH. STAIR

CH-B210C

CLUB/STOR

CH-B216B

CLUB/STOR

CH-B216C

CLUB/STOR

CH-B216D

CORR

CH-B216A

11 1

999 59

9.1

9 5

CLUB/STOR

CH-B203 CLUB/STOR

CH-B217

VEST

CH-B219

TOILET

CH-B201

A1

AD-301

A1

AD-301

N

O M

165'-3" NOM

2 2 2 2 2

DEMO EXISTING

AREAWAY,

ENCLOSURE,

WALLS,

SURROUNDS

1919 19 19 19 191919

DEMOLISH INTERIOR PLASTER

REMOVE TERRACOTTA TILE

BELOW PLASTER. SEE PARTITION

DETAILS FOR ADDITIONAL

INFORMATION.

N O

M

ALIGN ALL 5'-0" OPENINGS

IN SEQUENCE AND

BENEATH THOSE AT B1,

SEE SHEET AD-1B1

ALIGN OPENINGS

3'-0 1/2"

3'-0 1/2"

6'-0"

6'-0"

5'-0" 14'-4"

ALIGN JAMB

WITH

OPENING

BELOW

SAME OPENINGS

AS BELOW, SEE

SHEET AD-1B3

N

O M

6'-3"

DEMO WINDOWS

AND EXTERIOR

WALL BETWEEN

THEM, REFER TO

SHEET A-200

AD-302

AD-302

DEMO

EXISTING

RETAINING

WALL

2M

2M

2M

2M

EW1 EW2 EW3 EW4

NS1

NS2

SALVAGE METAL STAIR,

RETURN TO GOVERNMENT

CH-B217.1

C H

-B .1

OPEN TO

BELOW

PROTECT FIREPLACE AND

MANTEL, SEE GENERAL

DEMOLITION NOTE D

ALIGN DEMOLITION EXTENT

WITH WALL ABOVE

REMOVE

DRYWALL AND

FURRING FROM

JAMB OF

MASONRY

BEARING WALL

OPENING

C H

-B .1

C H

-B .2

2M

2M2M

2M

SAME OPENING

AS BELOW, SEE

SHEET AD-1B3

7'-3"

5'-6"

2'-8"

7'-9"2'-9"7'-8"2'-9"7'-7" 3'-8"

7'-7"

GENERAL DEMOLITION AND ALTERATION NOTES

A. WALL HUNG PORTRAITS WILL BE REMOVED BY USMA PRIOR TO

CONSTRUCTION. THE CONTRACTOR CANNOT PROCEED WITH ANY WORK

UNTIL THEY ARE REMOVED.

B. ALL FURNITURE, AREA RUGS, AND INTERIOR APPURTENANCES MUST BE

REMOVED BY USMA PRIOR TO CONSTRUCTION. THE CONTRACTOR CANNOT

PROCEED WITH ANY WORK UNTIL THEY ARE REMOVED.

C. PLAQUE PROTECTION: THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING

THE PLAQUES FROM ALL CONSTRUCTION ACTIVITIES INCLUSIVE OF BUT NOT

LIMITED TO DUST, DEBRIS, DAMAGE, CONSTRUCTION ACTIVITY AND THE LIKE

DURING THE ENTIRE CONSTRUCTION PERIOD OF PERFORMANCE. THE

CONTRACTOR MUST REPAIR AND REMEDIATE AT NO COST TO THE

GOVERNMENT ANY PLAQUES AND THE LIKE THAT ARE DAMAGED DURING

CONSTRUCTION OR DUE TO THE INADEQUACY OF THE PROTECTION.

D. CANNON PROTECTION: THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING

THE CANNON FROM ALL CONSTRUCTION ACTIVITIES INCLUSIVE OF BUT NOT

LIMITED TO DUST, DEBRIS, DAMAGE, CONSTRUCTION ACTIVITY AND THE LIKE

DURING THE ENTIRE CONSTRUCTION PERIOD OF PERFORMANCE. THE

CONTRACTOR MUST REPAIR AND REMEDIATE AT NO COST TO THE

GOVERNMENT ANY CANNONS AND THE LIKE THAT ARE DAMAGED DURING

CONSTRUCTION OR DUE TO THE INADEQUACY OF THE PROTECTION.

E. CULLUM HALL EXISTING PIANO: THE EXISTING PIANO WILL BE REMOVED BY

OTHERS PRIOR TO NTP/DEMOLITION.

F. CULLUM HALL EXISTING FURNITURE AND FURNISHINGS: REFER TO FFE

SPECIFICATION PACKAGE FOR THOSE ITEMS THAT ARE TO BE REFURBISHED

FOR REUSE IN CULLUM HALL. THE CONTRACTOR IS REQUIRED TO

COORDINATE WITH THE GOVERNMENT ANY REMAINING

FURNISHINGS/FURNITURE WITHIN CULLUM HALL AND THOSE ITEMS MUST BE

STORED AND PROTECTED DURING THE PERIOD OF PERFORMANCE OF

CONTSTRUCTION AND RETURNED AS INSTRUCTED BY THE GOVERNMENT.

THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT THE EXISTING

FURNISHINGS/FURNITURE IS NOT DAMAGED AND FUNCTIONS PROPERLY

WHEN CULLUM HALL IS TURNED OVER TO THE GOVERNMENT. FAILURE TO

COMPLY WITH THESE REQUIREMENTS HEREIN IN WHOLE OR PART WILL BE

CAUSE FOR THE GOVERNMENT TO MANDATE REPAIR TO ORIGINAL

CONDITION/REPLACEMENT IN KIND AT NO COST TO THE GOVERNMENT.

G. B1 AND B2 BASEMENTS:

1. ALL SUSPENDED ACOUSTICAL CEILING TILES, GRIDS, AND HANGERS

ARE TO BE DEMOLISHED.

2. ALL EXISTING PLUMBING WATER CLOSETS, SINKS, AND SHOWER

FIXTURES TO BE DEMOLISHED

3. ALL EXISTING BATHROOM STALLS TO BE DEMOLISHED

4. SEE PLUMBING DRAWINGS FOR MORE INFORMATION

H. B1 AND B2 BASEMENTS:

1. PRESERVE & PROTECT ALL EXISTING FIREPLACE SURROUNDS,

MANTELS, FIREBOX & HEARTHS TO REMAIN IN PLACE. FLUES TO BE

SEALED.

2. SALVAGE ALL EXISTING WOOD DOORS AS INDICATED ON DEMOLITION

PLANS FOR FUTURE USE.

3. SALVAGE EXISTING METAL SPIRAL STAIRS FROM MECH ROOM. RETURN

TO GOVT.

I. FOR ALL EXTERIOR DEMOLITION INCLUDING WINDOWS, DOORS, RAILINGS,

STAIRS, AND TERRACE, SEE EXTERIOR ENVELOPE SHEETS.

J. SEE RESTORATION DRAWINGS FOR RESTORATION OF PLASTER WALLS AND

CEILINGS IN HISTORIC SPACES.

K. NOT USED

L. ALL EXISTING FINISHED FLOORING MATERIAL TO BE REMOVED ON B1 AND B2

BASEMENTS INCLUDING; TILE, RESILIENT TILE, RUBBER SPORT FLOORING,

CARPET AND OTHER DOWN TO STRUCTURAL FLOOR (INCLUDING PLYWOOD

SHEET UNDERLAYMENT). REFER TO AD-500 FOR FURTHER DETAILS.

M. SEE STRUCTURAL FOR EXCAVATION FOR NEW FOUNDATIONS AND UNDER-

SLAB DRAINAGE.

N. SALVAGE ALL RADIATORS AND RETURN TO GOVERNMENT.

O. SALVAGE & PROTECT EXISTING WOOD FRAME/UPHOLSTERED BENCHES AND

SMALL WOOD TURNED STOOLS FOR REPAIRS/REFINISHING FOR USE IN

RENOVATED SPACES AS DOCUMENTED. REFER TO FURNITURE DRAWINGS

FOR ADDITIONAL INFORMATION.

P. CONTRACTOR MUST NOT CONSIDER DEMOLITION AND ALTERATION NOTES

TO BE ALL INCLUSIVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSPECT

AND ASSESS EACH AREA AND TO FULFILL THE INTENT OF THE WORK

INDICATED BY THE CONTRACT DOCUMENTS. CONTRACTOR MUST VERIFY ALL

CONDITIONS AND DIMENSIONS WITHIN THE CONTRACT LIMITS. DEVIATIONS

FROM THE CONTRACT DOCUMENTS NECESSITATED BY FIELD CONDITIONS

MUST BE BROUGHT TO THE ATTENTION OF THE COR PRIOR TO PROCEEDING

WITH THE WORK.

Q. CONTRACTOR MUST CONSULT WITH THE GOVERNMENT IN ADVANCE OF

DOING WORK TO DETERMINE DISPOSITION OF ALL FIXTURES, CABINETS,

SERVICES, EQUIPMENT AND ITEMS REMOVED DURING THE DEMOLITION.

REMOVE EXISTING FURNISHINGS AND EQUIPMENT LEFT BEHIND TO BE

DISCARDED BY GOVERNMENT.

R. PROVIDE TEMPORARY BARRIERS, BARRICADES, LIGHTING, FIRE PROTECTION,

ETC. TO PROTECT PERSONNEL AND ADJACENT SPACES PER THE

REQUIREMENTS OF DIVISION 01 SECTION “TEMPORARY FACILITIES AND

CONTROLS.”

S. PROVIDE TEMPORARY SAFEGUARDS AS REQUIRED TO PROTECT EXISTING

FINISHES AND EQUIPMENT TO REMAIN DURING DEMOLITION AND

CONSTRUCTION.

T. WHERE EXISTING CONSTRUCTION, INCLUDING BUT NOT LIMITED TO,

PARTITIONS, FLOORS AND BASES, DOOR AND WINDOW FRAMES, CEILINGS,

CASEWORK, EQUIPMENT, ELECTRICAL AND MECHANICAL DEVICES, FIXTURES

AND EQUIPMENT IS REMOVED OR ALTERED, REPAIR ADJACENT SURFACES

DISTURBED BY DEMOLITION OR ALTERATION WORK AND PREPARE THESE

SURFACES TO RECEIVE NEW SCHEDULED FINISHES. REPAIRS TO SURFACES

DEEMED BY THE COR AND GOVERNMENT TO BE UNSATISFACTORY FOR THE

PURPOSE MUST BE REMOVED AND REPLACED IN KIND.

U. WHERE FINISHES ARE NOTED TO BE REMOVED AT COLUMNS OR WALLS,

REMOVAL MUST BE SUCH THAT NEW FINISHES MAY BE INSTALLED TO ALIGN

WITH EXISTING FINISHES.

V. UNLESS NOTED OTHERWISE, REMOVE EXISTING PROJECTIONS, HANGERS,

BOLTS, NAILS, BRACKETS, CURTAIN RODS, VALANCES, ETC. FROM EXISTING

WALLS AND COLUMNS. PATCH ALL HOLES TO MATCH ADJACENT SURFACES

FOR THE INSTALLATION OF NEW FINISHES.

W. AT NEW DOORS, CORRIDOR OPENINGS OR CONNECTIONS AND WHERE

PARTITIONS ARE REMOVED, REMOVE EXISTING FLOORING AND BASES TO

EXTENT REQUIRED FOR NEW UNDERLAYMENT TO PROVIDE A SMOOTH

TRANSITION. THE SUBSURFACE MUST BE PATCHED AND TREATED TO

PRODUCE A SURFACE WHICH WILL ELIMINATE "TELEGRAPHING" OF EXISTING

JOINTS THROUGH THE NEW FLOORING. INSTALL UNDERLAYMENT PER

DIVISION 03 SECTION “GYPSUM CEMENT UNDERLAYMENT.”

X. WHERE NEW WALLS WILL ABUT EXISTING CORNERS, REMOVE CORNER

GUARD AND REPAIR CORNER PRIOR TO INSTALLATION.

Y. ALL MECHANICAL AND ELECTRICAL WORK NOTED ON THE DEMOLITION

DRAWINGS MUST BE REMOVED BY THE APPROPRIATE DIVISION 21, 22, 23, 25,

26, 27 AND 28 SUBCONTRACTORS. REFER TO MECHANICAL AND

ELECTRICAL DEMOLITION DRAWINGS FOR EXTENTS.

Z. MECHANICAL AND ELECTRICAL DEMOLITION IN FINISHED SPACES MUST BE

REMOVED SUCH THAT ALL EXISTING TERMINATIONS WILL BE CONCEALED

BEHIND THE NEW CONSTRUCTION.

GENERAL DEMOLITION AND ALTERATION NOTES (CONTINUED)

AA. HOLES IN UL RATED FLOORS AND WALLS RESULTING FROM DEMOLITION OR

REMOVALS MUST BE REPAIRED IN A MANNER CONSISTENT WITH THE

ADJACENT UL RATED CONSTRUCTION AND BE ACCEPTABLE TO THE

AUTHORITY HAVING JURISDICTION.

BB. REPAIRS TO FIRE, SMOKE OR ACOUSTICALLY RATED WALLS, FLOORS OR

CEILINGS MUST BE MADE WITH MATERIALS APPROPRIATE TO ACHIEVE THE

SAME RATING AS THE EXISTING.

GENERAL DEMOLITION AND ALTERATION NOTES (CONTINUED)

CC. CAREFULLY REMOVE EXISTING DRYWALL PLASTER CEILINGS TO EXTENT

REQUIRED TO ACCOMMODATE NEW MECHANICAL AND ELECTRICAL WORK

BOTH INSIDE AND OUTSIDE THE PROJECT AREA LINE. REINSTALL SUPPORT

STRUCTURE AND INSTALL NEW DRYWALL OR PLASTER AND FINISH TO

MATCH EXISTING ADJACENT FINISHES TO THE SATISFACTION OF THE COR

AND GOVERNMENT.

DD. REPORT ALL CRACKED OR DAMAGED EXTERIOR GLAZING TO GOVERNMENT

AND COR.

CERAMIC TILE WALLS: REMOVE WALL TILE AND EXISTING GWB OR CEMENT

BOARD SUBSTRATE AND INSTALL NEW SUBSTRATE APPROPRIATE TO RECEIVE

NEW WALL FINISHED PER DIVISION 09 SECTION “DRYWALL SYSTEMS.”

LAY IN CEILING: REMOVE ALL CEILING TILES. DISCONNECT AND REMOVE ALL

MECHANICAL AND ELECTRICAL DEVICES AND EQUIPMENT SUPPORTED ON

FRAMING GRID. REMOVE CEILING GRID AND HANGERS IN THEIR ENTIRETY.

PLASTER CEILINGS ADHERED TO TERRACOTTA STRUCTURAL SLAB: REMOVE ALL

LOOSE, CHIPPED, AND DAMAGED PLASTER. WHERE PLASTER IS SOUND AND

ADHERED TO THE SLAB ABOVE, REMOVE FAILING SURFACE FINISHES.

GWB CEILING: REMOVE ALL EXISTING DRYWALL. DISCONNECT AND REMOVE ALL

MECHANICAL AND ELECTRICAL DEVICES AND EQUIPMENT. REMOVE CEILING

FRAMING AND SUPPORTS IN THEIR ENTIRETY.

PLASTER CEILINGS: REMOVE ALL EXISTING CEILING PLASTER AND ANY SUPPORT

WITHIN EXTENTS DEFINED. REFER TO HISTORICAL RESTORATION DRAWINGS FOR

PLASTER CEILING REPAIR IN HISTORIC SPACES.

FLOOR FINISHES: MECHANICALLY REMOVE EXISTING FLOORING AND

UNDERLAYMENT MATERIALS TO CONCRETE SLAB IN THEIR ENTIRETY. SCARIFY

CONCRETE AS REQUIRED TO REMOVE ALL ADHESIVE RESIDUE. THE USE OF

REMOVAL CHEMICALS IS NOT PERMITTED.

KEYED DEMOLITION NOTES

GWB PARTITION: REMOVE ITEMS ATTACHED TO WALL SURFACE, SUCH AS BASE.

REMOVE EXISTING DRYWALL. DISCONNECT AND REMOVE ALL MECHANICAL AND

ELECTRICAL DEVICES AND EQUIPMENT. REMOVE METAL FRAMING, TRACKS AND

BRACING IN THEIR ENTIRETY.

MASONRY PARTITION: REMOVE ITEMS ATTACHED TO WALL SURFACE, SUCH AS

BASE. REMOVE EXISTING DRYWALL, IF ANY. DISCONNECT AND REMOVE ALL

MECHANICAL AND ELECTRICAL DEVICES AND EQUIPMENT. REMOVE MASONRY

AND BRACING IN THEIR ENTIRETY.

MASONRY PARTITION (SELECTIVE): NEW MEP UTILITIES TO BE RUN IN EXISTING

PATHWAYS WITHIN MASONRY BEARING WALL: ISOLATED DEMOLITION OF

MASONRY BEARING WALL, DEMOLITION OF EXISTING UTILITES WITHIN MASONRY

BEARING WALL AND PREPARATION OF AREA FOR FUTURE MEP UTILITIES. SEE

MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR DEMOLITION OF

EXISTING UTILITIES. SEE STRUCTURAL DRAWINGS FOR DEMOLITION OF MASONRY

BEARING WALLS. SEE RESTORATION DRAWINGS FOR DEMOLITION OF FINISHES

WITHIN HISTORIC SPACES.

WALL FINISHES: REMOVE EXISTING WALL FINISHES, EXCEPT PAINT, TO

SUBSTRATE, INCLUDING ALL TACK BOARDS, POSTERS, ADHERED FILMS, AND

WALL PAPER. PREPARE SUBSTRATE/PAINTED SURFACES TO RECEIVE NEW

FINISHES PER DIV 02 SECTION “ALTERATION PROJECT PROCEDURES.”

BUILT-UP FLOOR: REMOVE EXISTING SUBBASE TILE, SUPPORTS DOWN TO

STRUCTURAL SLAB BELOW, AND WALL BASE U.N.O. ON FINISH PLANS. PREPARE

FLOORS TO RECEIVE NEW FINISH AS SPECIFIED.

CERAMIC TILE FLOORS: REMOVE EXISTING CERAMIC TILE, MATS AND SETTING

BED TO STRUCTURAL SLAB AND PREPARE FLOORS TO RECEIVE NEW FLOOR

FINISH AS SPECIFIED.

CASEWORK/MILLWORK: DISCONNECT MECHANICAL AND ELECTRICAL SERVICES.

REMOVE CASEWORK CABINETS AND TOPS IN THEIR ENTIRETY.

MEMORIAL PLAQUES IN CASEWORK: CAREFULLY REMOVE, CATALOGUE, STORE

AND PROTECT MEMORIAL PLAQUES ON WALL PANELS FOR REINSTALLATION

(MEMORIAL ROOM CH-106A ONLY). CONTRACTOR IS RESPONSIBLE FOR

PROTECTING THE PLAQUES AND WALL PANELS UNTIL RE-INSTALLATION PER THE

DRAWINGS. CONTRACTOR IS WHOLLY RESPONSIBLE FOR RESTORING MEMORIAL

PLAQUES AND SOLID SURFACE MEMORIAL DISPLAY PANELS TO ORIGINAL

CONDITION. DISCONNECT MECHANICAL AND ELECTRICAL SERVICES. REFER TO

NEW WORK DRAWINGS FOR SCOPE OF NEW WORK. ANY DAMAGE WILL BE

REPAIRED AT NO COST TO THE GOVERNMENT.

DOOR/FRAME/HARDWARE: REMOVE EXISTING DOOR, FRAME AND HARDWARE.

SALVAGE DOOR FRAME, HARDWARE AS INDICATED.

DEMO FOR NEW LINTEL IN MASONRY: DEMOLISH EXISTING MASONRY WALL IN

PREPARATION OF NEW LINTEL INSTALLATION. SEE ARCHITECTURAL AND

STRUCTURAL DETAILS FOR EXTENTS.

11S

FLOOR ASSEMBLY: REMOVE ALL FLOOR ASSEMBLY COMPONENTS INCLUDING

FINISHES, HANDRAILS, SUBFLOORING, SLABS, STRUCTURAL MEMBERS WITHIN

THE EXTENTS DESCRIBED. PROVIDE NECESSARY SCAFFOLDING AND BRACING

TO PREVENT ANY DAMAGE OR COLLAPSE OF BUILDING ELEMENTS. SEE

STRUCTURAL DRAWINGS FOR DETAILS.

WOOD/METAL STAIR: DISCONNECT AND REMOVE ALL MECHANICAL AND

ELECTRICAL DEVICES AND EQUIPMENT. REMOVE EXISTING STAIR, INCLUDING

STRINGERS, TREADS, RISERS, PLATFORMS, SUPPORT FRAMING, AND DEVICES

AND RAILINGS IN THEIR ENTIRETY.

CONCRETE/MASONRY STAIR: REMOVE ALL RAILINGS AND DEMOLISH STAIR IN

ITS ENTIRETY.

PLUMBING FIXTURES: REMOVE ALL PLUMBING FIXTURES, SUPPORT FRAMING,

SUPPORT STRUCTURE, AND FITTINGS. ALL PIPING TO BE REMOVED MUST BE

PROPERLY CAPPED.

INTERIOR STOREFRONT: REMOVE ALL STOREFRONT COMPONENTS

INCLUDING GLAZING, FRAMING, DOORS, DOOR HARDWARE, AND THRESHOLDS.

EXTERIOR WALL: REMOVE ALL PLASTER AND SUBSTRATE LAYERS TO

STRUCTURAL MASONRY AT INTERIOR WALL SURFACES WHERE APPLICABLE IN

BASEMENTS. COORDINATION WITH HISTORIC RESTORATION SCOPE. SEE

SHEET A-650.

FLOOR GRILLE: MECHANICAL FLOOR GRILLE COVER, PROTECT DURING

CONSTRUCTION. SALVAGE AND STORE FOR RE-INSTALLATION.

2M

5 10

149.14

DEMOLITION LEGEND

EXIST WALLS, DOORS TO REMAIN (SHOWN SCREENED)

DEMOLITION WALLS, DOORS TO BE DEMOLISHED

(SHOWN DASHED)

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

0 84

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

P R

O J E

C T

N O

PLAN NORTH

AD-1B2

B B

A S

E M

E N

T D

E M

O L

IT

IO

N

P L A

N

W E

S T

P O

IN

T

N

Y L B

Y

D B

B K

R M

/1

/2

W D

S -1

-R

-0

W D

S -1

-C

RTA SUBMISSION 2/11/2021

U S

M A

B U

IL

D

IN

G

C

U L L U

M H

A L L R

E N

O V

A T

IO

N

SCALE: 1/8" = 1'-0"AD-1B2

REF SHEET: A-109.1

B2 BASEMENT DEMOLITION PLANA1

R

T A

S U

B M

IS

S

IO

N

/1

/2

A

M E

N D

M E

N T

/2 /2

5 5 5 5 5 5

5 5

12 12 12 12 12

1 1

1 12

5 5

D O

W N

DOWN

OPEN

TO BELOW

OPEN

TO BELOW

OPEN

TO BELOW

OPEN

TO BELOW

OPEN

TO BELOW

OPEN

TO BELOW

A1

AD-300

A1

AD-300

CLUB/STOR

CH-B111

VESTIBULE

CH-B100

CORR

CH-B1C2

CLUB/STOR

CH-B106

OPEN

TO BELOW

OPEN

TO BELOW

CLUB/STOR

CH-B114

NORTH STAIR

CH-B1S3

VESIBULE

CH-B122

CLUB/STOR

CH-B102ACLUB/STOR

CH-B102B

CLUB/STOR

CH-B102C

CLUB/STOR

CH-B104A

TOILET

CH-B101

SOUTHEAST STAIR

CH-B1S2

CLUB/STOR

CH-B103

CLUB/STOR

CH-B105A

CLUB/STOR

CH-B105B

CORR

CH-B1C1

CLUB/STOR

CH-B107

CLUB/STOR

CH-B109

CLUB/STOR

CH-B113

CLUB/STOR

CH-B1C3

CLUB/STOR

CH-B1C4

CLUB/STOR

CH-B1C4

CORR

CH-B116A

CLUB/STOR

CH-B116B

PANTRY

CH-B118A

CLUB/STOR

CH-B120A

CLUB/STOR

CH-B120B

TOILET

CH-B118B

STAIR

CH-B1S4

2 2 2 12

99999999

9.1

9.1

6 6 6 6 6 6

A1

AD-301

A1

AD-301

5 96

N O

M

165'-3" NOM

ALL PLUMBING FIXTURES AND PARTITIONS

IN BASEMENTS TO BE REMOVED,

REFER TO PLUMBING FOR DETAILS

19 19 19 19 19 19 19 19 19 19

DEMOLISH INTERIOR PLASTER

REMOVE TERRACOTTA TILE

BELOW PLASTER. SEE PARTITION

DETAILS FOR ADDITIONAL

INFORMATION.

ALIGN ALL 4'-0" OPENINGS IN SEQUENCE,

JUSTIFY EAST JAMB WITH EXISTING OPENING

ALIGN WITH

OPENING

BELOW AT B2 5

N O

M2

5'-0" 14'-8"

8'-2" 5'-0"

5'-6"

AD-302

AD-302

REFER TO

DEMOLITION

ELEVATIONS

FOR EXTENTS

OF STAIR

DEMOLITION

"1

4'-0" 1

N O

M

T Y

P

2M

2M

2M

2M

EW1 EW2 EW3 EW4

NS1

NS2

SEE MECHANICAL, ELECTRICAL, AND

PLUMBING DRAWINGS FOR DEMOLITION

OF SERVICES IN THIS AREA

CH-B122.1

CH-B122.3

C H

-B .2

C H

-B .1

C H

-B .1

C H

-B .1

C H

-B .1

CH-B106.1

CH-B100.1

C H

-B .1

SALVAGE METAL STAIR,

RETURN TO GOVERNMENT

REMOVE

DRYWALL AND

FURRING FROM

JAMB OF

MASONRY

BEARING WALL

OPENING

REMOVE PLASTER ON

INTERIOR FACE OF WALL

10'-9"

REMOVE TRANSOM WINDOW

ABOVE EACH ETR DOOR.

TRANSOM, HEADER, AND

FRAME TO REMAIN. SEE A-560.

2M

2M2M

2M

3'-8"

3'-6"

REMOVE ALL EXISTING WALLS, FLOORS

AND APPENDAGES AND PROJECTIONS

IN THE SHAFT AREA. PROVIDE THE

INTERIOR OF THE SHAFT FLUSH,

SMOOTH, STRAIGHT AND TRUE PRIOR

TO INSTALLATION OF ELEVATOR.

GENERAL DEMOLITION AND ALTERATION NOTES

A. WALL HUNG PORTRAITS WILL BE REMOVED BY USMA PRIOR TO

CONSTRUCTION. THE CONTRACTOR CANNOT PROCEED WITH ANY WORK

UNTIL THEY ARE REMOVED.

B. ALL FURNITURE, AREA RUGS, AND INTERIOR APPURTENANCES MUST BE

REMOVED BY USMA PRIOR TO CONSTRUCTION. THE CONTRACTOR CANNOT

PROCEED WITH ANY WORK UNTIL THEY ARE REMOVED.

C. PLAQUE PROTECTION: THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING

THE PLAQUES FROM ALL CONSTRUCTION ACTIVITIES INCLUSIVE OF BUT NOT

LIMITED TO DUST, DEBRIS, DAMAGE, CONSTRUCTION ACTIVITY AND THE LIKE

DURING THE ENTIRE CONSTRUCTION PERIOD OF PERFORMANCE. THE

CONTRACTOR MUST REPAIR AND REMEDIATE AT NO COST TO THE

GOVERNMENT ANY PLAQUES AND THE LIKE THAT ARE DAMAGED DURING

CONSTRUCTION OR DUE TO THE INADEQUACY OF THE PROTECTION.

D. CANNON PROTECTION: THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING

THE CANNON FROM ALL CONSTRUCTION ACTIVITIES INCLUSIVE OF BUT NOT

LIMITED TO DUST, DEBRIS, DAMAGE, CONSTRUCTION ACTIVITY AND THE LIKE

DURING THE ENTIRE CONSTRUCTION PERIOD OF PERFORMANCE. THE

CONTRACTOR MUST REPAIR AND REMEDIATE AT NO COST TO THE

GOVERNMENT ANY CANNONS AND THE LIKE THAT ARE DAMAGED DURING

CONSTRUCTION OR DUE TO THE INADEQUACY OF THE PROTECTION.

E. CULLUM HALL EXISTING PIANO: THE EXISTING PIANO WILL BE REMOVED BY

OTHERS PRIOR TO NTP/DEMOLITION.

F. CULLUM HALL EXISTING FURNITURE AND FURNISHINGS: REFER TO FFE

SPECIFICATION PACKAGE FOR THOSE ITEMS THAT ARE TO BE REFURBISHED

FOR REUSE IN CULLUM HALL. THE CONTRACTOR IS REQUIRED TO

COORDINATE WITH THE GOVERNMENT ANY REMAINING

FURNISHINGS/FURNITURE WITHIN CULLUM HALL AND THOSE ITEMS MUST BE

STORED AND PROTECTED DURING THE PERIOD OF PERFORMANCE OF

CONTSTRUCTION AND RETURNED AS INSTRUCTED BY THE GOVERNMENT.

THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT THE EXISTING

FURNISHINGS/FURNITURE IS NOT DAMAGED AND FUNCTIONS PROPERLY

WHEN CULLUM HALL IS TURNED OVER TO THE GOVERNMENT. FAILURE TO

COMPLY WITH THESE REQUIREMENTS HEREIN IN WHOLE OR PART WILL BE

CAUSE FOR THE GOVERNMENT TO MANDATE REPAIR TO ORIGINAL

CONDITION/REPLACEMENT IN KIND AT NO COST TO THE GOVERNMENT.

G. B1 AND B2 BASEMENTS:

1. ALL SUSPENDED ACOUSTICAL CEILING TILES, GRIDS, AND HANGERS

ARE TO BE DEMOLISHED.

2. ALL EXISTING PLUMBING WATER CLOSETS, SINKS, AND SHOWER

FIXTURES TO BE DEMOLISHED

3. ALL EXISTING BATHROOM STALLS TO BE DEMOLISHED

4. SEE PLUMBING DRAWINGS FOR MORE INFORMATION

H. B1 AND B2 BASEMENTS:

1. PRESERVE & PROTECT ALL EXISTING FIREPLACE SURROUNDS,

MANTELS, FIREBOX & HEARTHS TO REMAIN IN PLACE. FLUES TO BE

SEALED.

2. SALVAGE ALL EXISTING WOOD DOORS AS INDICATED ON DEMOLITION

PLANS FOR FUTURE USE.

3. SALVAGE EXISTING METAL SPIRAL STAIRS FROM MECH ROOM. RETURN

TO GOVT.

I. FOR ALL EXTERIOR DEMOLITION INCLUDING WINDOWS, DOORS, RAILINGS,

STAIRS, AND TERRACE, SEE EXTERIOR ENVELOPE SHEETS.

J. SEE RESTORATION DRAWINGS FOR RESTORATION OF PLASTER WALLS AND

CEILINGS IN HISTORIC SPACES.

K. NOT USED

L. ALL EXISTING FINISHED FLOORING MATERIAL TO BE REMOVED ON B1 AND B2

BASEMENTS INCLUDING; TILE, RESILIENT TILE, RUBBER SPORT FLOORING,

CARPET AND OTHER DOWN TO STRUCTURAL FLOOR (INCLUDING PLYWOOD

SHEET UNDERLAYMENT). REFER TO AD-500 FOR FURTHER DETAILS.

M. SEE STRUCTURAL FOR EXCAVATION FOR NEW FOUNDATIONS AND UNDER-

SLAB DRAINAGE.

N. SALVAGE ALL RADIATORS AND RETURN TO GOVERNMENT.

O. SALVAGE & PROTECT EXISTING WOOD FRAME/UPHOLSTERED BENCHES AND

SMALL WOOD TURNED STOOLS FOR REPAIRS/REFINISHING FOR USE IN

RENOVATED SPACES AS DOCUMENTED. REFER TO FURNITURE DRAWINGS

FOR ADDITIONAL INFORMATION.

P. CONTRACTOR MUST NOT CONSIDER DEMOLITION AND ALTERATION NOTES

TO BE ALL INCLUSIVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSPECT

AND ASSESS EACH AREA AND TO FULFILL THE INTENT OF THE WORK

INDICATED BY THE CONTRACT DOCUMENTS. CONTRACTOR MUST VERIFY ALL

CONDITIONS AND DIMENSIONS WITHIN THE CONTRACT LIMITS. DEVIATIONS

FROM THE CONTRACT DOCUMENTS NECESSITATED BY FIELD CONDITIONS

MUST BE BROUGHT TO THE ATTENTION OF THE COR PRIOR TO PROCEEDING

WITH THE WORK.

Q. CONTRACTOR MUST CONSULT WITH THE GOVERNMENT IN ADVANCE OF

DOING WORK TO DETERMINE DISPOSITION OF ALL FIXTURES, CABINETS,

SERVICES, EQUIPMENT AND ITEMS REMOVED DURING THE DEMOLITION.

REMOVE EXISTING FURNISHINGS AND EQUIPMENT LEFT BEHIND TO BE

DISCARDED BY GOVERNMENT.

R. PROVIDE TEMPORARY BARRIERS, BARRICADES, LIGHTING, FIRE PROTECTION,

ETC. TO PROTECT PERSONNEL AND ADJACENT SPACES PER THE

REQUIREMENTS OF DIVISION 01 SECTION “TEMPORARY FACILITIES AND

CONTROLS.”

S. PROVIDE TEMPORARY SAFEGUARDS AS REQUIRED TO PROTECT EXISTING

FINISHES AND EQUIPMENT TO REMAIN DURING DEMOLITION AND

CONSTRUCTION.

T. WHERE EXISTING CONSTRUCTION, INCLUDING BUT NOT LIMITED TO,

PARTITIONS, FLOORS AND BASES, DOOR AND WINDOW FRAMES, CEILINGS,

CASEWORK, EQUIPMENT, ELECTRICAL AND MECHANICAL DEVICES, FIXTURES

AND EQUIPMENT IS REMOVED OR ALTERED, REPAIR ADJACENT SURFACES

DISTURBED BY DEMOLITION OR ALTERATION WORK AND PREPARE THESE

SURFACES TO RECEIVE NEW SCHEDULED FINISHES. REPAIRS TO SURFACES

DEEMED BY THE COR AND GOVERNMENT TO BE UNSATISFACTORY FOR THE

PURPOSE MUST BE REMOVED AND REPLACED IN KIND.

U. WHERE FINISHES ARE NOTED TO BE REMOVED AT COLUMNS OR WALLS,

REMOVAL MUST BE SUCH THAT NEW FINISHES MAY BE INSTALLED TO ALIGN

WITH EXISTING FINISHES.

V. UNLESS NOTED OTHERWISE, REMOVE EXISTING PROJECTIONS, HANGERS,

BOLTS, NAILS, BRACKETS, CURTAIN RODS, VALANCES, ETC. FROM EXISTING

WALLS AND COLUMNS. PATCH ALL HOLES TO MATCH ADJACENT SURFACES

FOR THE INSTALLATION OF NEW FINISHES.

W. AT NEW DOORS, CORRIDOR OPENINGS OR CONNECTIONS AND WHERE

PARTITIONS ARE REMOVED, REMOVE EXISTING FLOORING AND BASES TO

EXTENT REQUIRED FOR NEW UNDERLAYMENT TO PROVIDE A SMOOTH

TRANSITION. THE SUBSURFACE MUST BE PATCHED AND TREATED TO

PRODUCE A SURFACE WHICH WILL ELIMINATE "TELEGRAPHING" OF EXISTING

JOINTS THROUGH THE NEW FLOORING. INSTALL UNDERLAYMENT PER

DIVISION 03 SECTION “GYPSUM CEMENT UNDERLAYMENT.”

X. WHERE NEW WALLS WILL ABUT EXISTING CORNERS, REMOVE CORNER

GUARD AND REPAIR CORNER PRIOR TO INSTALLATION.

Y. ALL MECHANICAL AND ELECTRICAL WORK NOTED ON THE DEMOLITION

DRAWINGS MUST BE REMOVED BY THE APPROPRIATE DIVISION 21, 22, 23, 25,

26, 27 AND 28 SUBCONTRACTORS. REFER TO MECHANICAL AND

ELECTRICAL DEMOLITION DRAWINGS FOR EXTENTS.

Z. MECHANICAL AND ELECTRICAL DEMOLITION IN FINISHED SPACES MUST BE

REMOVED SUCH THAT ALL EXISTING TERMINATIONS WILL BE CONCEALED

BEHIND THE NEW CONSTRUCTION.

GENERAL DEMOLITION AND ALTERATION NOTES (CONTINUED)

AA. HOLES IN UL RATED FLOORS AND WALLS RESULTING FROM DEMOLITION OR

REMOVALS MUST BE REPAIRED IN A MANNER CONSISTENT WITH THE

ADJACENT UL RATED CONSTRUCTION AND BE ACCEPTABLE TO THE

AUTHORITY HAVING JURISDICTION.

BB. REPAIRS TO FIRE, SMOKE OR ACOUSTICALLY RATED WALLS, FLOORS OR

CEILINGS MUST BE MADE WITH MATERIALS APPROPRIATE TO ACHIEVE THE

SAME RATING AS THE EXISTING.

GENERAL DEMOLITION AND ALTERATION NOTES (CONTINUED)

CC. CAREFULLY REMOVE EXISTING DRYWALL PLASTER CEILINGS TO EXTENT

REQUIRED TO ACCOMMODATE NEW MECHANICAL AND ELECTRICAL WORK

BOTH INSIDE AND OUTSIDE THE PROJECT AREA LINE. REINSTALL SUPPORT

STRUCTURE AND INSTALL NEW DRYWALL OR PLASTER AND FINISH TO

MATCH EXISTING ADJACENT FINISHES TO THE SATISFACTION OF THE COR

AND GOVERNMENT.

DD. REPORT ALL CRACKED OR DAMAGED EXTERIOR GLAZING TO GOVERNMENT

AND COR.

CERAMIC TILE WALLS: REMOVE WALL TILE AND EXISTING GWB OR CEMENT

BOARD SUBSTRATE AND INSTALL NEW SUBSTRATE APPROPRIATE TO RECEIVE

NEW WALL FINISHED PER DIVISION 09 SECTION “DRYWALL SYSTEMS.”

LAY IN CEILING: REMOVE ALL CEILING TILES. DISCONNECT AND REMOVE ALL

MECHANICAL AND ELECTRICAL DEVICES AND EQUIPMENT SUPPORTED ON

FRAMING GRID. REMOVE CEILING GRID AND HANGERS IN THEIR ENTIRETY.

PLASTER CEILINGS ADHERED TO TERRACOTTA STRUCTURAL SLAB: REMOVE ALL

LOOSE, CHIPPED, AND DAMAGED PLASTER. WHERE PLASTER IS SOUND AND

ADHERED TO THE SLAB ABOVE, REMOVE FAILING SURFACE FINISHES.

GWB CEILING: REMOVE ALL EXISTING DRYWALL. DISCONNECT AND REMOVE ALL

MECHANICAL AND ELECTRICAL DEVICES AND EQUIPMENT. REMOVE CEILING

FRAMING AND SUPPORTS IN THEIR ENTIRETY.

PLASTER CEILINGS: REMOVE ALL EXISTING CEILING PLASTER AND ANY SUPPORT

WITHIN EXTENTS DEFINED. REFER TO HISTORICAL RESTORATION DRAWINGS FOR

PLASTER CEILING REPAIR IN HISTORIC SPACES.

FLOOR FINISHES: MECHANICALLY REMOVE EXISTING FLOORING AND

UNDERLAYMENT MATERIALS TO CONCRETE SLAB IN THEIR ENTIRETY. SCARIFY

CONCRETE AS REQUIRED TO REMOVE ALL ADHESIVE RESIDUE. THE USE OF

REMOVAL CHEMICALS IS NOT PERMITTED.

KEYED DEMOLITION NOTES

GWB PARTITION: REMOVE ITEMS ATTACHED TO WALL SURFACE, SUCH AS BASE.

REMOVE EXISTING DRYWALL. DISCONNECT AND REMOVE ALL MECHANICAL AND

ELECTRICAL DEVICES AND EQUIPMENT. REMOVE METAL FRAMING, TRACKS AND

BRACING IN THEIR ENTIRETY.

MASONRY PARTITION: REMOVE ITEMS ATTACHED TO WALL SURFACE, SUCH AS

BASE. REMOVE EXISTING DRYWALL, IF ANY. DISCONNECT AND REMOVE ALL

MECHANICAL AND ELECTRICAL DEVICES AND EQUIPMENT. REMOVE MASONRY

AND BRACING IN THEIR ENTIRETY.

MASONRY PARTITION (SELECTIVE): NEW MEP UTILITIES TO BE RUN IN EXISTING

PATHWAYS WITHIN MASONRY BEARING WALL: ISOLATED DEMOLITION OF

MASONRY BEARING WALL, DEMOLITION OF EXISTING UTILITES WITHIN MASONRY

BEARING WALL AND PREPARATION OF AREA FOR FUTURE MEP UTILITIES. SEE

MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR DEMOLITION OF

EXISTING UTILITIES. SEE STRUCTURAL DRAWINGS FOR DEMOLITION OF MASONRY

BEARING WALLS. SEE RESTORATION DRAWINGS FOR DEMOLITION OF FINISHES

WITHIN HISTORIC SPACES.

WALL FINISHES: REMOVE EXISTING WALL FINISHES, EXCEPT PAINT, TO

SUBSTRATE, INCLUDING ALL TACK BOARDS, POSTERS, ADHERED FILMS, AND

WALL PAPER. PREPARE SUBSTRATE/PAINTED SURFACES TO RECEIVE NEW

FINISHES PER DIV 02 SECTION “ALTERATION PROJECT PROCEDURES.”

BUILT-UP FLOOR: REMOVE EXISTING SUBBASE TILE, SUPPORTS DOWN TO

STRUCTURAL SLAB BELOW, AND WALL BASE U.N.O. ON FINISH PLANS. PREPARE

FLOORS TO RECEIVE NEW FINISH AS SPECIFIED.

CERAMIC TILE FLOORS: REMOVE EXISTING CERAMIC TILE, MATS AND SETTING

BED TO STRUCTURAL SLAB AND PREPARE FLOORS TO RECEIVE NEW FLOOR

FINISH AS SPECIFIED.

CASEWORK/MILLWORK: DISCONNECT MECHANICAL AND ELECTRICAL SERVICES.

REMOVE CASEWORK CABINETS AND TOPS IN THEIR ENTIRETY.

MEMORIAL PLAQUES IN CASEWORK: CAREFULLY REMOVE, CATALOGUE, STORE

AND PROTECT MEMORIAL PLAQUES ON WALL PANELS FOR REINSTALLATION

(MEMORIAL ROOM CH-106A ONLY). CONTRACTOR IS RESPONSIBLE FOR

PROTECTING THE PLAQUES AND WALL PANELS UNTIL RE-INSTALLATION PER THE

DRAWINGS. CONTRACTOR IS WHOLLY RESPONSIBLE FOR RESTORING MEMORIAL

PLAQUES AND SOLID SURFACE MEMORIAL DISPLAY PANELS TO ORIGINAL

CONDITION. DISCONNECT MECHANICAL AND ELECTRICAL SERVICES. REFER TO

NEW WORK DRAWINGS FOR SCOPE OF NEW WORK. ANY DAMAGE WILL BE

REPAIRED AT NO COST TO THE GOVERNMENT.

DOOR/FRAME/HARDWARE: REMOVE EXISTING DOOR, FRAME AND HARDWARE.

SALVAGE DOOR FRAME, HARDWARE AS INDICATED.

DEMO FOR NEW LINTEL IN MASONRY: DEMOLISH EXISTING MASONRY WALL IN

PREPARATION OF NEW LINTEL INSTALLATION. SEE ARCHITECTURAL AND

STRUCTURAL DETAILS FOR EXTENTS.

11S

FLOOR ASSEMBLY: REMOVE ALL FLOOR ASSEMBLY COMPONENTS INCLUDING

FINISHES, HANDRAILS, SUBFLOORING, SLABS, STRUCTURAL MEMBERS WITHIN

THE EXTENTS DESCRIBED. PROVIDE NECESSARY SCAFFOLDING AND BRACING

TO PREVENT ANY DAMAGE OR COLLAPSE OF BUILDING ELEMENTS. SEE

STRUCTURAL DRAWINGS FOR DETAILS.

WOOD/METAL STAIR: DISCONNECT AND REMOVE ALL MECHANICAL AND

ELECTRICAL DEVICES AND EQUIPMENT. REMOVE EXISTING STAIR, INCLUDING

STRINGERS, TREADS, RISERS, PLATFORMS, SUPPORT FRAMING, AND DEVICES

AND RAILINGS IN THEIR ENTIRETY.

CONCRETE/MASONRY STAIR: REMOVE ALL RAILINGS AND DEMOLISH STAIR IN

ITS ENTIRETY.

PLUMBING FIXTURES: REMOVE ALL PLUMBING FIXTURES, SUPPORT FRAMING,

SUPPORT STRUCTURE, AND FITTINGS. ALL PIPING TO BE REMOVED MUST BE

PROPERLY CAPPED.

INTERIOR STOREFRONT: REMOVE ALL STOREFRONT COMPONENTS

INCLUDING GLAZING, FRAMING, DOORS, DOOR HARDWARE, AND THRESHOLDS.

EXTERIOR WALL: REMOVE ALL PLASTER AND SUBSTRATE LAYERS TO

STRUCTURAL MASONRY AT INTERIOR WALL SURFACES WHERE APPLICABLE IN

BASEMENTS. COORDINATION WITH HISTORIC RESTORATION SCOPE. SEE

SHEET A-650.

FLOOR GRILLE: MECHANICAL FLOOR GRILLE COVER, PROTECT DURING

CONSTRUCTION. SALVAGE AND STORE FOR RE-INSTALLATION.

2M

5 10

149.14

DEMOLITION LEGEND

EXIST WALLS, DOORS TO REMAIN (SHOWN SCREENED)

DEMOLITION WALLS, DOORS TO BE DEMOLISHED

(SHOWN DASHED)

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

0 84

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

P R

O J E

C T

N O

PLAN NORTH

AD-1B1

B B

A S

E M

E N

T D

E M

O L

IT

IO

N

P L A

N

W E

S T

P O

IN

T

N

Y L B

Y

D B

B K

R M

/1

/2

W D

S -1

-R

-0

W D

S -1

-C

RTA SUBMISSION 2/11/2021

U S

M A

B U

IL

D

IN

G

C

U L L U

M H

A L L R

E N

O V

A T

IO

N

SCALE: 1/8" = 1'-0"AD-1B1

REF SHEET: A-109.2

B1 BASEMENT DEMOLITON PLANA1

R

T A

S U

B M

IS

S

IO

N

/1

/2

A

M E

N D

M E

N T

/2 /2

11S 11S11S

11S 11S11S

11S

11S

11S 11S 11S

11S

11S

A1

AD-300

A1

AD-300 MEMORIAL…