USMA_SCICTR_PN59044-03_ARCH_Part 3.pdf

DN

UPDN

UP

DN UP

UP

DNDN

DN

UPDN

UP

DN UP

25. BUILT-IN DISPLAY CASE WITH LOCKABLE SLIDING GLASS DOORS AND ADJUSTABLE

GLASS SHELVES. SEE SHEET A-553.

24. TYPE MB7 FROM TOP OF MECHANICAL EQUIPMENT PLATFORM TO UNDERSIDE OF

ROOF ABOVE.

23. WEST AND SOUTH EXTERIOR WALLS OF AREA E (MOORE WING) TO BE REMOVED AND

REBUILT FOR SEISMIC LOADS. EXTERIOR FACE TO BE BRICK VENEER MATCHING

EXISTING 753N. BRICK VENEER TO BE SUPPORTED WITH 6" DEEP COLD FORM METAL

FRAMING.

22. UTILITY FLOOR TRENCH, SEE STRUCTURAL DRAWINGS.

26. BUILT-IN WOOD CASEWORK WITH SOLID SURFACE COUNTERTOP.

27. RECESS IN SEISMIC WALL & EXISTING WINDOW OPENING FOR OPERABLE WALL PANEL

STACKS.

28. BUILT-IN WOOD BOOKCASE.

29. CAST-IN-PLACE CONCRETE PIT FOR SUB-CRITICAL TANK ASSEMBLY. SEE STRUCTURAL

DWGS.

30. ELECTRICAL PANEL. SEE ELEC DWGS

11. REFER TO REFLECTED CEILING PLANS FOR LOCATIONS OF CLERESTORY BORROW

LIGHTS.

31. PREFABRICATED OBSERVATORY DOME UNIT.

32. PLASMA SCREEN. FURNISHED BY OWNER. PROVIDE WOOD BLOCKING. SEE A-553.

CALLOUT FLOOR PLAN

GENERAL NOTES

CALLOUT FLOOR PLAN

CODED NOTES

CALLOUT FLOOR PLAN

LEGEND

CONC. SLAB INFILL- SEE

STRUCT. DWGS. FOR DETAILS

SHAFT OPENING

SEISMIC WALL- SEE SEISMIC

STRUCTURAL DWGS.

ELECTRIC WATER COOLER.

SEE PLUMB DWGS.

1. PATCH/REPAIR WALLS AS REQUIRED WHERE NEW CONSTRUCTION MEETS EXISTING

CONSTRUCTION.

2. ALL WOOD BLOCKING TO BE FIRE RETARDANT TREATED.

3. THE CONTRACTOR SHALL REVIEW PROJECT COMPLETELY TO VERIFY EXISTING

CONDITIONS AND DIMENSIONS PRIOR TO START OF WORK. ANY DISCREPANCIES

AFFECTING CONTRACT WORK SHOULD BE BROUGHT TO THE ATTENTION OF THE C.O.R.

4. CONTRACTOR TO INFILL REMOVED PORTIONS OF EXISTING CONC. SLABS & EXISTING

TRENCHES, SEE DEMO & STRU PLANS.

5. ALL EXISTING WALLS AND COLUMNS ARE SHOWN AS SCREENED. REFER TO

DEMOLITION DRAWINGS FOR ADDITIONAL INFORMATION.

6. FLOOR LEVEL OF NEW ELEVATED CONCRETE SLABS TO ALIGN WITH EXISTING FLOOR

LEVELS WHERE NOTED

7. SLOPE NEW CONCRETE SLABS AT FLOOR DRAINS. FLOOR DRAINS SHALL BE SET 1/2"

BELOW TOP OF SLAB WITH SLOPED PORTION OF SLAB EXTENDING OUT

APPROXIMATELY 2'-0" FROM DRAIN.

8. REFER TO CIVIL AND LANDSCAPE DRAWINGS FOR LAYOUT AROUND EXTERIOR AREA

WELL, SIDEWALKS, AND RELATED ELEMENTS.

9. FOR CHALKBOARDS, TACKBOARDS, AND MARKERBOARDS NOT SPECIFICALLY SHOWN

ON INTERIOR ELEVATIONS, PROVIDE LENGTH NOTED WITH BOTTOM OF UNIT AT 3'-0"

A.F.F. COORDINATE SPECIFIC LOCATION ON WALL WITH OTHER CONTRACT ITEMS,

CONFIRMING WITH C.O.R.

10. PROVIDE PIPE SLEEVES EXTENDING 4" ABOVE TOP OF SLAB @ ALL PENETRATIONS IN

MECHANICAL ROOMS. SEE SHEET A-510.

4. REMOVE EXISTING WOOD FLOOR AND STEPS TO ACCOMMODATE LOW PROFILE RAISED

FLOOR SYSTEM.

5. RAISED ACCESS FLOORING, 1'-2" HIGH AT THIS ROOM.

1. NEW AREAWAY WALLS W/ AIR INTAKE LOUVERS.

2. EXISTING CONCRETE FLOOR SLAB TO BE REMOVED WITH NEW CONC. SLAB AT

LOWERED FLOOR ELEVATION.

3. EXISTING CONSTRUCTION TO BE MODIFIED TO EXPAND FLOOR AREA AT INDICATED

FLOOR ELEVATION.

6. REMOVE EXISTING WOOD TRIM, WOOD PANELS, DOORS, FRAMES, AND HARDWARE

FOR REINSTALLATION IN THE NEW VESTIBULE.

7. NEW CAST-IN-PLACE CONCRETE RAMP.

8. NEW CAST-IN-PLACE CONCRETE STAIR W/ 3-PIPE METAL GUARDRAIL.

9. NEW WALK-OFF MAT @ VESTIBULE, 1/2" DEPRESSION FOR MAT.

10. NEW FLOOR MEDALLION, BRONZE PLAQUE; INSET INTO FLOOR FINISH, APPROX. 3'x3' @

LOCATION INDICATED.

21. NEW BUILT-IN BENCH WITH STAINED WOOD TOP.

11. FOLD DOWN DESK. SEE DETAIL A1/A-552.

12. FIXED PROJECTION SCREEN. PROVIDE WOOD BLOCKING. SEE ELEV ON A-491 FOR

SCREEN SIZE.

13. CONTAINMENT PIT. SEE STRUCTURAL DWGS.

14. MAINTAIN EXISTING METAL STAIR, PROTECT/BRACE AS REQUIRED. CLEAN AND

REFINISH ALL EXPOSED METAL SURFACES AT STAIR AND RAIL.

15. FLOOR TO 8'-0" A.F.F. RECESS W/ BORROW LIGHT VIEWING WINDOW ABOVE 3'-6".

16. PROVIDE METAL RAIL BARRIER GATE ON WALL MTD. HOLD OPEN TIED TO FIRE ALARM

SYSTEM.

17. NEW ROOF-TOP PHOTOVOLTAIC PANELS & ROOF-TOP PAVERS, SEE OPTION #6.

18. PROTECT EXISTING TILE MOSAIC WALL PANELS @ VESTIBULE. REINFORCE WALLS

FROM BACK SIDE.

19. PROVIDE ROOF-TOP PAVERS.

20. NEW CONCRETE FILL METAL PAN STAIRS.

33. NOT USED

34. WALL MOUNTED TELEPHONE. SEE ELECTRICAL DWGS.

35. WALL MOUNTED HANDRAIL, SEE A1/A-506.

36. CAST-IN-PLACE CONCRETE TUNNEL FOR MECHANICAL, SEE STRUCTURAL DRAWINGS.

37. REPLACE EXISTING METAL RAILING WITH NEW ORNAMENTAL RAILING.

38. REMOVE EXISTING CONCRETE SLAB AND PAVERS. INSTALL NEW CONCRETE SLAB AND

REINSTALLED PAVERS TO ELIMINATE STEP AT DOOR.

CONC. SLAB AT NEW RAMP -

SEE STRUCTURAL DWGS.

MB X' XX" - MARKERBOARD & LENGTH -

SEE SHEET A-551.

CB X' XX" - GREEN CHALKBOARD & LENGTH -

SEE SHEET A-551.

TB X' XX" - TACKBOARD & LENGTH -

SEE SHEET A-551.

PB X' XX" - PEG BOARD & LENGTH -

SEE SHEET A-553.

CH (XX) - COAT HOOK & COUNT -

SEE SHEET A-553.

DB CH (XX) - DOUBLE COAT HOOK & COUNT -

SEE SHEET A-553.

V-CB X' XX" - VERT. SLIDING CHALKBOARD. -

SEE SHEET A-551.

V-MB X' XX" - VERT. SLIDING MARKERBOARD-

SEE SHEET A-551.

H-MB X' XX" - HORZ. SLIDING MARKERBOARD-

SEE SHEET A-551.

H-CB X' XX" - HORIZ. SLIDING CHALKBOARD. -

SEE SHEET A-551.

39. FIRE EXTINGUISHER WITH FIRE EXTINGUISHER CABINET. SEE A-504.

40. FIRE EXTINGUISHER, BRACKET MOUNTED.

CG - FULL HEIGHT VINYL CORNER GUARD

(OPTION #15). SEE SHEET A-504.

A-209 A1 A-213A1

A-210 A1

BB

BC

BD

BE

B12 B11.2 B9.8 B9

BG

BH

BJ

BK

BL

BM

701 SF

PHYSICS

CLASSRM

D-301

PY2.1

700 SF

PHYSICS

CLASSRM

D-304

PY2.1

825 SF

PHYSICS

WORKRM

D-305

PY3.1

1018 SF

PHYSICS

WORKRM

D-302

PY3.1

444 SF

CORRIDOR

D-3C1

176 SF

INTERACTIVE

LEARNING

D-303

480 SF

STAIR D1

D-3S1

105 SF

JAN

D-306

636 SF

PHYSICS

CLASSRM

D-309

PY2.1

649 SF

CLASSROOM

D-307

CH2.1

603 SF

CORRIDOR

D-3C3

635 SF

CLASSROOM

D-308

CH2.1

800 SF

PHYSICS

WORKRM

D-310

PY3.1

802 SF

PHYSICS

WORKRM

C-303

PY3.1644 SF

STAIR D2

D-3S2

A1

A-310

A1

A-309

A1

A-306

D-3S1 B

D-307

D-308

D-3S2 A

D-310

D-309 A

D-302

D-305

D-304 A

D-301 A

D-306

A-423

A2

B11 B10

A-409

A3

A-411

A3

D-301 B

D-304 B

D-309 B

D-3S1 A

BA

BF

B8B8.2B12.7B13

AREA C

(SEE A-115C)

AREA D

A R

E A

A

A R

E A

D

374 SF

CORRIDOR

D-3C2

NEW RAMP

BD-3S2

A

BD-3S1

A

BD-3S1

B

D-3S2 B

A-459 8

A-459

A-435

A2

A-436

D1

ELEV #4

A-459 96

A-459 21

D-304 C

D-301 C

C-309 C

C H

C H

C H

M B

C B

C B

V -C

B

C

B

CB 10' - 10"CB 12' - 0"

CB 12' - 0" CB 10' - 0"

V -C

B

C

B

C B

V -C

B

CB 11' - 0" CB 11' - 0"

C B

C B

V -C

B

C

B

C

B

C B

V-CB 8' - 0" CB 12' - 0"

CB 10' - 0" CB 10' - 0"

C B

CB 10' - 0"

CB 6' - 0"CB 5' - 0"

C B

V -C

B

V -C

B

C

B

CB 10' - 0"

CB 6' - 0" CB 5' - 0"

C B

T B

CB 11' - 0" CB 11' - 0"

CB 11' - 0"CB 11' - 0"

CB 11' - 0" CB 11' - 0"

T B

C-303

C-306

C-306 C-306 C-306

C-305

C-304

C-304

C-304

C-304

C-308

C-304

C-304

C-304

C-306

C-306

CB 3' - 0"

C B

V -C

B

C

B

C B

C B

TB 2' - 6"TB 2' - 6"

C B

"T

B

CG

CG

CG CG

CG CG

A-417

A1

A

B

D

C

E

SHEET

REFERENCE

NUMBER

SHEET OF

D E

S

IG

N E

D B

Y

D W

N B

Y

C H

K B

Y

S U

B M

IT

T

E D

B Y

D A

T E

S O

L

IC

IT

A

T

IO

N N

O

C O

N T

R A

C T

N O

F

IL

E N

A M

E

P L O

T T

E D

B Y

S

IZ

E

P

L O

T D

A T

E

D A

T E

D

E S

C R

IP

T

IO

N

M

A R

K

A P

P R

US ARMY CORPS

OF ENGINEERS

NEW YORK DISTRICT

1 2 3 4 5

D

C

B

A

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 a rc h it e c ts e n g in e e rs p la n n e rs

W E

S T

N A

T

IO

N W

ID

E

B L

V D

C

O L

U M

B U

S O

H

IO

.4

.4 f a x

.4

.0 h tt p /w w w

.u rs c o rp .c o m

S C

IE

N

C E

C E

N T

E R

(F Y

-B

L D

G

U N

IT

E

D S

T A

T E

S M

IL

IT

A R

Y A

C A

D E

M Y

W E

S T

P O

IN

T

N

Y

A R

C H

D

P

A R

K A

V E

N U

E S

O U

T H

N E

W Y

O R

K N

Y

-1

.7

.4 f a x

.5

.5 w w w

.s tv in c .c o m

W

D

S -1

-D

-0

/4

/2

:1

:1

A

M

A-115D

T H

IR

D

F L O

O R

C A

L L O

U T

P L A

N

A R

E A

D

N K

P

J C

H D

L P

A P

R

IL

U S

M A

S

C

IC

T R

P

N

A

-1

D

X X

PLAN

NORTH

0 4 8 162

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

THIRD FLOOR

CALLOUT PLAN

AREA D

UP

DN

UP

UP

CALLOUT FLOOR PLAN

GENERAL NOTES

CALLOUT FLOOR PLAN

CODED NOTES

CALLOUT FLOOR PLAN

LEGEND

CONC. SLAB INFILL- SEE

STRUCT. DWGS. FOR DETAILS

SHAFT OPENING

SEISMIC WALL- SEE SEISMIC

STRUCTURAL DWGS.

ELECTRIC WATER COOLER.

SEE PLUMB DWGS.

1. PATCH/REPAIR WALLS AS REQUIRED WHERE NEW CONSTRUCTION MEETS EXISTING

CONSTRUCTION.

2. ALL WOOD BLOCKING TO BE FIRE RETARDANT TREATED.

3. THE CONTRACTOR SHALL REVIEW PROJECT COMPLETELY TO VERIFY EXISTING

CONDITIONS AND DIMENSIONS PRIOR TO START OF WORK. ANY DISCREPANCIES

AFFECTING CONTRACT WORK SHOULD BE BROUGHT TO THE ATTENTION OF THE C.O.R.

4. CONTRACTOR TO INFILL REMOVED PORTIONS OF EXISTING CONC. SLABS & EXISTING

TRENCHES, SEE DEMO & STRU PLANS.

5. ALL EXISTING WALLS AND COLUMNS ARE SHOWN AS SCREENED. REFER TO

DEMOLITION DRAWINGS FOR ADDITIONAL INFORMATION.

6. FLOOR LEVEL OF NEW ELEVATED CONCRETE SLABS TO ALIGN WITH EXISTING FLOOR

LEVELS WHERE NOTED

7. SLOPE NEW CONCRETE SLABS AT FLOOR DRAINS. FLOOR DRAINS SHALL BE SET 1/2"

BELOW TOP OF SLAB WITH SLOPED PORTION OF SLAB EXTENDING OUT

APPROXIMATELY 2'-0" FROM DRAIN.

8. REFER TO CIVIL AND LANDSCAPE DRAWINGS FOR LAYOUT AROUND EXTERIOR AREA

WELL, SIDEWALKS, AND RELATED ELEMENTS.

9. FOR CHALKBOARDS, TACKBOARDS, AND MARKERBOARDS NOT SPECIFICALLY SHOWN

ON INTERIOR ELEVATIONS, PROVIDE LENGTH NOTED WITH BOTTOM OF UNIT AT 3'-0"

A.F.F. COORDINATE SPECIFIC LOCATION ON WALL WITH OTHER CONTRACT ITEMS,

CONFIRMING WITH C.O.R.

10. PROVIDE PIPE SLEEVES EXTENDING 4" ABOVE TOP OF SLAB @ ALL PENETRATIONS IN

MECHANICAL ROOMS. SEE SHEET A-510.

4. REMOVE EXISTING WOOD FLOOR AND STEPS TO ACCOMMODATE LOW PROFILE RAISED

FLOOR SYSTEM.

5. RAISED ACCESS FLOORING, 1'-2" HIGH AT THIS ROOM.

1. NEW AREAWAY WALLS W/ AIR INTAKE LOUVERS.

2. EXISTING CONCRETE FLOOR SLAB TO BE REMOVED WITH NEW CONC. SLAB AT

LOWERED FLOOR ELEVATION.

3. EXISTING CONSTRUCTION TO BE MODIFIED TO EXPAND FLOOR AREA AT INDICATED

FLOOR ELEVATION.

6. REMOVE EXISTING WOOD TRIM, WOOD PANELS, DOORS, FRAMES, AND HARDWARE

FOR REINSTALLATION IN THE NEW VESTIBULE.

7. NEW CAST-IN-PLACE CONCRETE RAMP.

8. NEW CAST-IN-PLACE CONCRETE STAIR W/ 3-PIPE METAL GUARDRAIL.

9. NEW WALK-OFF MAT @ VESTIBULE, 1/2" DEPRESSION FOR MAT.

10. NEW FLOOR MEDALLION, BRONZE PLAQUE; INSET INTO FLOOR FINISH, APPROX. 3'x3' @

LOCATION INDICATED.

21. NEW BUILT-IN BENCH WITH STAINED WOOD TOP.

11. FOLD DOWN DESK. SEE DETAIL A1/A-552.

12. FIXED PROJECTION SCREEN. PROVIDE WOOD BLOCKING. SEE ELEV ON A-491 FOR

SCREEN SIZE.

13. CONTAINMENT PIT. SEE STRUCTURAL DWGS.

14. MAINTAIN EXISTING METAL STAIR, PROTECT/BRACE AS REQUIRED. CLEAN AND

REFINISH ALL EXPOSED METAL SURFACES AT STAIR AND RAIL.

15. FLOOR TO 8'-0" A.F.F. RECESS W/ BORROW LIGHT VIEWING WINDOW ABOVE 3'-6".

16. PROVIDE METAL RAIL BARRIER GATE ON WALL MTD. HOLD OPEN TIED TO FIRE ALARM

SYSTEM.

17. NEW ROOF-TOP PHOTOVOLTAIC PANELS & ROOF-TOP PAVERS, SEE OPTION #6.

18. PROTECT EXISTING TILE MOSAIC WALL PANELS @ VESTIBULE. REINFORCE WALLS

FROM BACK SIDE.

19. PROVIDE ROOF-TOP PAVERS.

20. NEW CONCRETE FILL METAL PAN STAIRS.

25. BUILT-IN DISPLAY CASE WITH LOCKABLE SLIDING GLASS DOORS AND ADJUSTABLE

GLASS SHELVES. SEE SHEET A-553.

24. TYPE MB7 FROM TOP OF MECHANICAL EQUIPMENT PLATFORM TO UNDERSIDE OF

ROOF ABOVE.

23. WEST AND SOUTH EXTERIOR WALLS OF AREA E (MOORE WING) TO BE REMOVED AND

REBUILT FOR SEISMIC LOADS. EXTERIOR FACE TO BE BRICK VENEER MATCHING

EXISTING 753N. BRICK VENEER TO BE SUPPORTED WITH 6" DEEP COLD FORM METAL

FRAMING.

22. UTILITY FLOOR TRENCH, SEE STRUCTURAL DRAWINGS.

26. BUILT-IN WOOD CASEWORK WITH SOLID SURFACE COUNTERTOP.

27. RECESS IN SEISMIC WALL & EXISTING WINDOW OPENING FOR OPERABLE WALL PANEL

STACKS.

28. BUILT-IN WOOD BOOKCASE.

29. CAST-IN-PLACE CONCRETE PIT FOR SUB-CRITICAL TANK ASSEMBLY. SEE STRUCTURAL

DWGS.

30. ELECTRICAL PANEL. SEE ELEC DWGS

11. REFER TO REFLECTED CEILING PLANS FOR LOCATIONS OF CLERESTORY BORROW

LIGHTS.

31. PREFABRICATED OBSERVATORY DOME UNIT.

32. PLASMA SCREEN. FURNISHED BY OWNER. PROVIDE WOOD BLOCKING. SEE A-553.

33. NOT USED

34. WALL MOUNTED TELEPHONE. SEE ELECTRICAL DWGS.

35. WALL MOUNTED HANDRAIL, SEE A1/A-506.

36. CAST-IN-PLACE CONCRETE TUNNEL FOR MECHANICAL, SEE STRUCTURAL DRAWINGS.

37. REPLACE EXISTING METAL RAILING WITH NEW ORNAMENTAL RAILING.

38. REMOVE EXISTING CONCRETE SLAB AND PAVERS. INSTALL NEW CONCRETE SLAB AND

REINSTALLED PAVERS TO ELIMINATE STEP AT DOOR.

CONC. SLAB AT NEW RAMP -

SEE STRUCTURAL DWGS.

MB X' XX" - MARKERBOARD & LENGTH -

SEE SHEET A-551.

CB X' XX" - GREEN CHALKBOARD & LENGTH -

SEE SHEET A-551.

TB X' XX" - TACKBOARD & LENGTH -

SEE SHEET A-551.

PB X' XX" - PEG BOARD & LENGTH -

SEE SHEET A-553.

CH (XX) - COAT HOOK & COUNT -

SEE SHEET A-553.

DB CH (XX) - DOUBLE COAT HOOK & COUNT -

SEE SHEET A-553.

V-CB X' XX" - VERT. SLIDING CHALKBOARD. -

SEE SHEET A-551.

V-MB X' XX" - VERT. SLIDING MARKERBOARD-

SEE SHEET A-551.

H-MB X' XX" - HORZ. SLIDING MARKERBOARD-

SEE SHEET A-551.

H-CB X' XX" - HORIZ. SLIDING CHALKBOARD. -

SEE SHEET A-551.

39. FIRE EXTINGUISHER WITH FIRE EXTINGUISHER CABINET. SEE A-504.

40. FIRE EXTINGUISHER, BRACKET MOUNTED.

CG - FULL HEIGHT VINYL CORNER GUARD

(OPTION #15). SEE SHEET A-504.

A

B

D

C

E

A-201A4

AA

AD

AE

AF

A2.5A3

AC

A2

A6

A4

AB

A-202

A1

AG

AH

AJ

AK

AL

362 SF

DEPT CHAIR

B-401

CH1.10

271 SF

DEPT DEPUTY

B-403

CH1.11

33 SF

KITCHENETTE

B-408

468 SF

OFFICE

B-407

CH1.1

148 SF

ADMIN OFFICE

B-409

CH1.2

281 SF

FACULTY

B-413

CH1.13

139 SF

SR FACULTY

B-411

CH1.12

138 SF

SR FACULTY

B-405

CH1.12

125 SF

ELEC

B-404

148 SF

SR FACULTY

B-412

CH1.12

156 SF

SR FACULTY

B-416

CH1.12

334 SF

FACULTY

B-415

CH1.13

377 SF

WRK/ MAIL/

OFC/ RES

B-410

CH1.4

327 SF

FACULTY

B-422

CH1.13

140 SF

SR FACULTY

B-423

CH1.12

141 SF

SR FACULTY

B-424

CH1.12

340 SF

FACULTY

B-427

CH1.13

150 SF

SR FACULTY

B-425

CH1.12

151 SF

SR FACULTY

B-429

CH1.12

148 SF

SR FACULTY

B-417

CH1.12

191 SF

SR FACULTY

B-418

CH1.12

113 SF

MEN

B-420

117 SF

WOMEN

B-421

146 SF

SR FACULTY

B-435

CH1.12

160 SF

SR FACULTY

B-434

CH1.12

333 SF

FACULTY

B-436

CH1.13

640 SF

TECH

JOURNALS

B-437

CH1.8

152 SF

SR FACULTY

B-430

CH1.12

271 SF

FACULTY

B-431

CH1.13

A1

A-301

A1

A-302

A1

A-303

A1

A-304

305 SF

STAIR B1

B-4S1

B-4S1

B-4S2 A

B-436B-437

B-426

B-424

B-425

B-422

B-429

B-430

B-431

B-428 B-427 B

B-423

B-410 A

B-419

B-416

B-417

B-415 B

B-411

B-412

B-413 A

B-414

B-427 A

B-415 A

B-407

B-401 A

B-403 A

B-408

B-404

B-406

B-409

B-410 B

B-420

B-421

B-418

B-433

96 SF

ANTE

B-406

70 SF

ANTE

B-414

70 SF

ANTE

B-419

70 SF

ANTE

B-426

69 SF

ANTE

B-428

295 SF

STAIR B2

B-4S2

A5.4

AS

AR

A-205

A1

A-203

A1

A-204

A1

A1

A-305

109 SF

COMM

B-433

A-441 A4

A-422

C1

A-404

C1

A-402

A1

A7

A10 A9

AS.5

A9.5A10.8A11.5A12.3

AT

A12 A11 A10.5

A-201 C1

A-201

A2

A-206

A3

54 SF

COPY

B-432

B-405

B-413 B

A R

E A

B

A R

E A

C (S

E E

A -1

C

B-438 A

B-438 B

BB-437

894 SF

CORRIDOR

B-4C2

706 SF

CORRIDOR

B-4C1

Not Enclosed

STAIR 6

B-4S6 75 SF

ANTE

B-402

CLOSET

B-438

10 26

B-435 B-434

BB-4S2

B-4S2 B

BB-407

A

B-402

B-401 B

B-401 C

B-403 B

B-403 C

A-471

A1

A-426

C3

A-429

A3

ELEV #3

A-546

A1

A-455

A-455

A-455

A5 A8

BB-409

CH (17)

B-410

B-408

B-406

B-403

B-409

B-407

B-404

B-401

B-405

B-402

B-406 B-406

B-403

B-403

B-403

B-410

B-410

B-410

B-410

B-410

B-410

B-410

B-408

A1

A-201

CG

CG

CG

CG

CG

CG

CG

CG

CG

CGCG CG CG CG CG CG

A-508

A1

B-4S6

A-462

A-462

SHEET

REFERENCE

NUMBER

SHEET OF

D E

S

IG

N E

D B

Y

D W

N B

Y

C H

K B

Y

S U

B M

IT

T

E D

B Y

D A

T E

S O

L

IC

IT

A

T

IO

N N

O

C O

N T

R A

C T

N O

F

IL

E N

A M

E

P L O

T T

E D

B Y

S

IZ

E

P

L O

T D

A T

E

D A

T E

D

E S

C R

IP

T

IO

N

M

A R

K

A P

P R

US ARMY CORPS

OF ENGINEERS

NEW YORK DISTRICT

1 2 3 4 5

D

C

B

A

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 a rc h it e c ts e n g in e e rs p la n n e rs

W E

S T

N A

T

IO

N W

ID

E

B L

V D

C

O L

U M

B U

S O

H

IO

.4

.4 f a x

.4

.0 h tt p /w w w

.u rs c o rp .c o m

S C

IE

N

C E

C E

N T

E R

(F Y

-B

L D

G

U N

IT

E

D S

T A

T E

S M

IL

IT

A R

Y A

C A

D E

M Y

W E

S T

P O

IN

T

N

Y

A R

C H

D

P

A R

K A

V E

N U

E S

O U

T H

N E

W Y

O R

K N

Y

-1

.7

.4 f a x

.5

.5 w w w

.s tv in c .c o m

W

D

S -1

-D

-0

/6

/2

:5

:2

A

M

A-116B

F O

U R

T H

F L O

O R

C A

L L O

U T

P L A

N

A R

E A

B

N K

P

J C

H D

L P

A P

R

IL

U S

M A

S

C

IC

T R

P

N

A

-1 B

PLAN

NORTH

0 4 8 162

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

FOURTH FLOOR

AREA B

UPDN

DN

UP

S

UPDN

DN

DN

25. BUILT-IN DISPLAY CASE WITH LOCKABLE SLIDING GLASS DOORS AND ADJUSTABLE

GLASS SHELVES. SEE SHEET A-553.

24. TYPE MB7 FROM TOP OF MECHANICAL EQUIPMENT PLATFORM TO UNDERSIDE OF

ROOF ABOVE.

23. WEST AND SOUTH EXTERIOR WALLS OF AREA E (MOORE WING) TO BE REMOVED AND

REBUILT FOR SEISMIC LOADS. EXTERIOR FACE TO BE BRICK VENEER MATCHING

EXISTING 753N. BRICK VENEER TO BE SUPPORTED WITH 6" DEEP COLD FORM METAL

FRAMING.

22. UTILITY FLOOR TRENCH, SEE STRUCTURAL DRAWINGS.

26. BUILT-IN WOOD CASEWORK WITH SOLID SURFACE COUNTERTOP.

27. RECESS IN SEISMIC WALL & EXISTING WINDOW OPENING FOR OPERABLE WALL PANEL

STACKS.

28. BUILT-IN WOOD BOOKCASE.

29. CAST-IN-PLACE CONCRETE PIT FOR SUB-CRITICAL TANK ASSEMBLY. SEE STRUCTURAL

DWGS.

30. ELECTRICAL PANEL. SEE ELEC DWGS

11. REFER TO REFLECTED CEILING PLANS FOR LOCATIONS OF CLERESTORY BORROW

LIGHTS.

31. PREFABRICATED OBSERVATORY DOME UNIT.

32. PLASMA SCREEN. FURNISHED BY OWNER. PROVIDE WOOD BLOCKING. SEE A-553.

CALLOUT FLOOR PLAN

GENERAL NOTES

CALLOUT FLOOR PLAN

CODED NOTES

CALLOUT FLOOR PLAN

LEGEND

CONC. SLAB INFILL- SEE

STRUCT. DWGS. FOR DETAILS

SHAFT OPENING

SEISMIC WALL- SEE SEISMIC

STRUCTURAL DWGS.

ELECTRIC WATER COOLER.

SEE PLUMB DWGS.

1. PATCH/REPAIR WALLS AS REQUIRED WHERE NEW CONSTRUCTION MEETS EXISTING

CONSTRUCTION.

2. ALL WOOD BLOCKING TO BE FIRE RETARDANT TREATED.

3. THE CONTRACTOR SHALL REVIEW PROJECT COMPLETELY TO VERIFY EXISTING

CONDITIONS AND DIMENSIONS PRIOR TO START OF WORK. ANY DISCREPANCIES

AFFECTING CONTRACT WORK SHOULD BE BROUGHT TO THE ATTENTION OF THE C.O.R.

4. CONTRACTOR TO INFILL REMOVED PORTIONS OF EXISTING CONC. SLABS & EXISTING

TRENCHES, SEE DEMO & STRU PLANS.

5. ALL EXISTING WALLS AND COLUMNS ARE SHOWN AS SCREENED. REFER TO

DEMOLITION DRAWINGS FOR ADDITIONAL INFORMATION.

6. FLOOR LEVEL OF NEW ELEVATED CONCRETE SLABS TO ALIGN WITH EXISTING FLOOR

LEVELS WHERE NOTED

7. SLOPE NEW CONCRETE SLABS AT FLOOR DRAINS. FLOOR DRAINS SHALL BE SET 1/2"

BELOW TOP OF SLAB WITH SLOPED PORTION OF SLAB EXTENDING OUT

APPROXIMATELY 2'-0" FROM DRAIN.

8. REFER TO CIVIL AND LANDSCAPE DRAWINGS FOR LAYOUT AROUND EXTERIOR AREA

WELL, SIDEWALKS, AND RELATED ELEMENTS.

9. FOR CHALKBOARDS, TACKBOARDS, AND MARKERBOARDS NOT SPECIFICALLY SHOWN

ON INTERIOR ELEVATIONS, PROVIDE LENGTH NOTED WITH BOTTOM OF UNIT AT 3'-0"

A.F.F. COORDINATE SPECIFIC LOCATION ON WALL WITH OTHER CONTRACT ITEMS,

CONFIRMING WITH C.O.R.

10. PROVIDE PIPE SLEEVES EXTENDING 4" ABOVE TOP OF SLAB @ ALL PENETRATIONS IN

MECHANICAL ROOMS. SEE SHEET A-510.

4. REMOVE EXISTING WOOD FLOOR AND STEPS TO ACCOMMODATE LOW PROFILE RAISED

FLOOR SYSTEM.

5. RAISED ACCESS FLOORING, 1'-2" HIGH AT THIS ROOM.

1. NEW AREAWAY WALLS W/ AIR INTAKE LOUVERS.

2. EXISTING CONCRETE FLOOR SLAB TO BE REMOVED WITH NEW CONC. SLAB AT

LOWERED FLOOR ELEVATION.

3. EXISTING CONSTRUCTION TO BE MODIFIED TO EXPAND FLOOR AREA AT INDICATED

FLOOR ELEVATION.

6. REMOVE EXISTING WOOD TRIM, WOOD PANELS, DOORS, FRAMES, AND HARDWARE

FOR REINSTALLATION IN THE NEW VESTIBULE.

7. NEW CAST-IN-PLACE CONCRETE RAMP.

8. NEW CAST-IN-PLACE CONCRETE STAIR W/ 3-PIPE METAL GUARDRAIL.

9. NEW WALK-OFF MAT @ VESTIBULE, 1/2" DEPRESSION FOR MAT.

10. NEW FLOOR MEDALLION, BRONZE PLAQUE; INSET INTO FLOOR FINISH, APPROX. 3'x3' @

LOCATION INDICATED.

21. NEW BUILT-IN BENCH WITH STAINED WOOD TOP.

11. FOLD DOWN DESK. SEE DETAIL A1/A-552.

12. FIXED PROJECTION SCREEN. PROVIDE WOOD BLOCKING. SEE ELEV ON A-491 FOR

SCREEN SIZE.

13. CONTAINMENT PIT. SEE STRUCTURAL DWGS.

14. MAINTAIN EXISTING METAL STAIR, PROTECT/BRACE AS REQUIRED. CLEAN AND

REFINISH ALL EXPOSED METAL SURFACES AT STAIR AND RAIL.

15. FLOOR TO 8'-0" A.F.F. RECESS W/ BORROW LIGHT VIEWING WINDOW ABOVE 3'-6".

16. PROVIDE METAL RAIL BARRIER GATE ON WALL MTD. HOLD OPEN TIED TO FIRE ALARM

SYSTEM.

17. NEW ROOF-TOP PHOTOVOLTAIC PANELS & ROOF-TOP PAVERS, SEE OPTION #6.

18. PROTECT EXISTING TILE MOSAIC WALL PANELS @ VESTIBULE. REINFORCE WALLS

FROM BACK SIDE.

19. PROVIDE ROOF-TOP PAVERS.

20. NEW CONCRETE FILL METAL PAN STAIRS.

33. NOT USED

34. WALL MOUNTED TELEPHONE. SEE ELECTRICAL DWGS.

35. WALL MOUNTED HANDRAIL, SEE A1/A-506.

36. CAST-IN-PLACE CONCRETE TUNNEL FOR MECHANICAL, SEE STRUCTURAL DRAWINGS.

37. REPLACE EXISTING METAL RAILING WITH NEW ORNAMENTAL RAILING.

38. REMOVE EXISTING CONCRETE SLAB AND PAVERS. INSTALL NEW CONCRETE SLAB AND

REINSTALLED PAVERS TO ELIMINATE STEP AT DOOR.

CONC. SLAB AT NEW RAMP -

SEE STRUCTURAL DWGS.

MB X' XX" - MARKERBOARD & LENGTH -

SEE SHEET A-551.

CB X' XX" - GREEN CHALKBOARD & LENGTH -

SEE SHEET A-551.

TB X' XX" - TACKBOARD & LENGTH -

SEE SHEET A-551.

PB X' XX" - PEG BOARD & LENGTH -

SEE SHEET A-553.

CH (XX) - COAT HOOK & COUNT -

SEE SHEET A-553.

DB CH (XX) - DOUBLE COAT HOOK & COUNT -

SEE SHEET A-553.

V-CB X' XX" - VERT. SLIDING CHALKBOARD. -

SEE SHEET A-551.

V-MB X' XX" - VERT. SLIDING MARKERBOARD-

SEE SHEET A-551.

H-MB X' XX" - HORZ. SLIDING MARKERBOARD-

SEE SHEET A-551.

H-CB X' XX" - HORIZ. SLIDING CHALKBOARD. -

SEE SHEET A-551.

39. FIRE EXTINGUISHER WITH FIRE EXTINGUISHER CABINET. SEE A-504.

40. FIRE EXTINGUISHER, BRACKET MOUNTED.

CG - FULL HEIGHT VINYL CORNER GUARD

(OPTION #15). SEE SHEET A-504.

A-211

A-209 A1

A1

A1

A-307

B12 B11.2 B9.8 B9

BL

BM

BN

BP

BQ

BQ.5

BS

BT

BR.7

BU

387 SF

STAIR D2

D-4S2

350 SF

SUP PHYST/

PHYS S TECH/

ELECT-M EQ

C-401

PY1.14/PY1.15

166 SF

FACULTY

D-426

PY1.2

171 SF

SR FAC

D-427

PY1.11

608 SF

CLASSROOM

C-402

CH2.1

561 SF

CORRIDOR

C-4C1

1198 SF

CONFERENCE

ROOM

C-403

CH1.6

1052 SF

CORRIDOR

D-4C2

124 SF

COMM

C-404

199 SF

ELEC

C-405

282 SF

CORRIDOR

C-4C2

551 SF

STAIR C1

C-4S1

240 SF

CORRIDOR

C-4C3

245 SF

MEN

C-406

201 SF

WOMEN

C-408

123 SF

STAIR C3

C-4S3

51 SF

JAN

C-407

A1

A-309

A1

A-308

A-442

C2

C-404

C-405

D-426

C-402

C-401

C-4S1 A

C-4S1 B

C-4S3

C-406

C-407

C-408

C-403 B

C-403 A

C-4C1

B11 B10

A-407

B3

D-4S2

BR

BV

BR.8

BS.8

B8B8.2B12.7B13

C-409 B

C-409 A

C-4S1 C

AREA C

AREA D

(SEE A-116D)

A R

E A

B (S

E E

A -1

B

A R

E A

C

142 SF

ANTE

C-409

203' - 7"

C-403 D

BC-4S1

C

D-425

C-411

C-403 C

D-427

C-4S1 D

C-412

59 SF

ANTE

D-425

S

F

C O

R R

ID

O

R

C -4

C

100 SF

AV ROOM

C-411

377 SF

PREP

C-412

C-414

DUMBWAITER

A-4605

A-488

A1

A-474

A1

A-475 2

A-431

A3

A-433

C2

A-434

C2

A-411

C3

TYP

A-413

A1

A-414

B3

3107 SF

LECTURE

C-410

C-403 E

C-407 B

CH (55)

CH (91)

C H

C H

C H

CH (21)

C H

C H

CH (91)

A-424

A1

CB 9' - 0" CB 9' - 0"

C B

V -C

B

C

B

CB 10' - 0" TB 3' - 0"CB 11' - 0"

C B

C B

C-404

C-405

C-403

C-401

C-403

C-406

C-406

C-406

C-402

C-402

C-402

C-405

C-405

C-405

C-405

C-405

C-405

C-405

C-401

C-409 C

30 30

M B

H -C

B

V -C

B

V

-C B

M B

CG

CG

CG

A

B

D

C

E

SHEET

REFERENCE

NUMBER

SHEET OF

D E

S

IG

N E

D B

Y

D W

N B

Y

C H

K B

Y

S U

B M

IT

T

E D

B Y

D A

T E

S O

L

IC

IT

A

T

IO

N N

O

C O

N T

R A

C T

N O

F

IL

E N

A M

E

P L O

T T

E D

B Y

S

IZ

E

P

L O

T D

A T

E

D A

T E

D

E S

C R

IP

T

IO

N

M

A R

K

A P

P R

US ARMY CORPS

OF ENGINEERS

NEW YORK DISTRICT

1 2 3 4 5

D

C

B

A

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 a rc h it e c ts e n g in e e rs p la n n e rs

W E

S T

N A

T

IO

N W

ID

E

B L

V D

C

O L

U M

B U

S O

H

IO

.4

.4 f a x

.4

.0 h tt p /w w w

.u rs c o rp .c o m

S C

IE

N

C E

C E

N T

E R

(F Y

-B

L D

G

U N

IT

E

D S

T A

T E

S M

IL

IT

A R

Y A

C A

D E

M Y

W E

S T

P O

IN

T

N

Y

A R

C H

D

P

A R

K A

V E

N U

E S

O U

T H

N E

W Y

O R

K N

Y

-1

.7

.4 f a x

.5

.5 w w w

.s tv in c .c o m

W

D

S -1

-D

-0

/4

/2

:1

:2

A

M

A-116C

F O

U R

T H

F L O

O R

C A

L L O

U T

P L A

N

A R

E A

C

N K

P

J C

H D

L P

A P

R

IL

U S

M A

S

C

IC

T R

P

N

A

-1

C

X X

PLAN

NORTH

0 4 8 162

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

FOURTH FLOOR

AREA C

DN

FS TS

F F

G G

G

G G

G G

G G

T

D

D

D D

D D

D D

CR

J

M

H M3

F

RS

RS

RS

R S

R S

RS

DN

DN

DN

DN

DN

25. BUILT-IN DISPLAY CASE WITH LOCKABLE SLIDING GLASS DOORS AND ADJUSTABLE

GLASS SHELVES. SEE SHEET A-553.

24. TYPE MB7 FROM TOP OF MECHANICAL EQUIPMENT PLATFORM TO UNDERSIDE OF

ROOF ABOVE.

23. WEST AND SOUTH EXTERIOR WALLS OF AREA E (MOORE WING) TO BE REMOVED AND

REBUILT FOR SEISMIC LOADS. EXTERIOR FACE TO BE BRICK VENEER MATCHING

EXISTING 753N. BRICK VENEER TO BE SUPPORTED WITH 6" DEEP COLD FORM METAL

FRAMING.

22. UTILITY FLOOR TRENCH, SEE STRUCTURAL DRAWINGS.

26. BUILT-IN WOOD CASEWORK WITH SOLID SURFACE COUNTERTOP.

27. RECESS IN SEISMIC WALL & EXISTING WINDOW OPENING FOR OPERABLE WALL PANEL

STACKS.

28. BUILT-IN WOOD BOOKCASE.

29. CAST-IN-PLACE CONCRETE PIT FOR SUB-CRITICAL TANK ASSEMBLY. SEE STRUCTURAL

DWGS.

30. ELECTRICAL PANEL. SEE ELEC DWGS

11. REFER TO REFLECTED CEILING PLANS FOR LOCATIONS OF CLERESTORY BORROW

LIGHTS.

31. PREFABRICATED OBSERVATORY DOME UNIT.

32. PLASMA SCREEN. FURNISHED BY OWNER. PROVIDE WOOD BLOCKING. SEE A-553.

CALLOUT FLOOR PLAN

GENERAL NOTES

CALLOUT FLOOR PLAN

CODED NOTES

CALLOUT FLOOR PLAN

LEGEND

CONC. SLAB INFILL- SEE

STRUCT. DWGS. FOR DETAILS

SHAFT OPENING

SEISMIC WALL- SEE SEISMIC

STRUCTURAL DWGS.

ELECTRIC WATER COOLER.

SEE PLUMB DWGS.

1. PATCH/REPAIR WALLS AS REQUIRED WHERE NEW CONSTRUCTION MEETS EXISTING

CONSTRUCTION.

2. ALL WOOD BLOCKING TO BE FIRE RETARDANT TREATED.

3. THE CONTRACTOR SHALL REVIEW PROJECT COMPLETELY TO VERIFY EXISTING

CONDITIONS AND DIMENSIONS PRIOR TO START OF WORK. ANY DISCREPANCIES

AFFECTING CONTRACT WORK SHOULD BE BROUGHT TO THE ATTENTION OF THE C.O.R.

4. CONTRACTOR TO INFILL REMOVED PORTIONS OF EXISTING CONC. SLABS & EXISTING

TRENCHES, SEE DEMO & STRU PLANS.

5. ALL EXISTING WALLS AND COLUMNS ARE SHOWN AS SCREENED. REFER TO

DEMOLITION DRAWINGS FOR ADDITIONAL INFORMATION.

6. FLOOR LEVEL OF NEW ELEVATED CONCRETE SLABS TO ALIGN WITH EXISTING FLOOR

LEVELS WHERE NOTED

7. SLOPE NEW CONCRETE SLABS AT FLOOR DRAINS. FLOOR DRAINS SHALL BE SET 1/2"

BELOW TOP OF SLAB WITH SLOPED PORTION OF SLAB EXTENDING OUT

APPROXIMATELY 2'-0" FROM DRAIN.

8. REFER TO CIVIL AND LANDSCAPE DRAWINGS FOR LAYOUT AROUND EXTERIOR AREA

WELL, SIDEWALKS, AND RELATED ELEMENTS.

9. FOR CHALKBOARDS, TACKBOARDS, AND MARKERBOARDS NOT SPECIFICALLY SHOWN

ON INTERIOR ELEVATIONS, PROVIDE LENGTH NOTED WITH BOTTOM OF UNIT AT 3'-0"

A.F.F. COORDINATE SPECIFIC LOCATION ON WALL WITH OTHER CONTRACT ITEMS,

CONFIRMING WITH C.O.R.

10. PROVIDE PIPE SLEEVES EXTENDING 4" ABOVE TOP OF SLAB @ ALL PENETRATIONS IN

MECHANICAL ROOMS. SEE SHEET A-510.

4. REMOVE EXISTING WOOD FLOOR AND STEPS TO ACCOMMODATE LOW PROFILE RAISED

FLOOR SYSTEM.

5. RAISED ACCESS FLOORING, 1'-2" HIGH AT THIS ROOM.

1. NEW AREAWAY WALLS W/ AIR INTAKE LOUVERS.

2. EXISTING CONCRETE FLOOR SLAB TO BE REMOVED WITH NEW CONC. SLAB AT

LOWERED FLOOR ELEVATION.

3. EXISTING CONSTRUCTION TO BE MODIFIED TO EXPAND FLOOR AREA AT INDICATED

FLOOR ELEVATION.

6. REMOVE EXISTING WOOD TRIM, WOOD PANELS, DOORS, FRAMES, AND HARDWARE

FOR REINSTALLATION IN THE NEW VESTIBULE.

7. NEW CAST-IN-PLACE CONCRETE RAMP.

8. NEW CAST-IN-PLACE CONCRETE STAIR W/ 3-PIPE METAL GUARDRAIL.

9. NEW WALK-OFF MAT @ VESTIBULE, 1/2" DEPRESSION FOR MAT.

10. NEW FLOOR MEDALLION, BRONZE PLAQUE; INSET INTO FLOOR FINISH, APPROX. 3'x3' @

LOCATION INDICATED.

21. NEW BUILT-IN BENCH WITH STAINED WOOD TOP.

11. FOLD DOWN DESK. SEE DETAIL A1/A-552.

12. FIXED PROJECTION SCREEN. PROVIDE WOOD BLOCKING. SEE ELEV ON A-491 FOR

SCREEN SIZE.

13. CONTAINMENT PIT. SEE STRUCTURAL DWGS.

14. MAINTAIN EXISTING METAL STAIR, PROTECT/BRACE AS REQUIRED. CLEAN AND

REFINISH ALL EXPOSED METAL SURFACES AT STAIR AND RAIL.

15. FLOOR TO 8'-0" A.F.F. RECESS W/ BORROW LIGHT VIEWING WINDOW ABOVE 3'-6".

16. PROVIDE METAL RAIL BARRIER GATE ON WALL MTD. HOLD OPEN TIED TO FIRE ALARM

SYSTEM.

17. NEW ROOF-TOP PHOTOVOLTAIC PANELS & ROOF-TOP PAVERS, SEE OPTION #6.

18. PROTECT EXISTING TILE MOSAIC WALL PANELS @ VESTIBULE. REINFORCE WALLS

FROM BACK SIDE.

19. PROVIDE ROOF-TOP PAVERS.

20. NEW CONCRETE FILL METAL PAN STAIRS.

33. NOT USED

34. WALL MOUNTED TELEPHONE. SEE ELECTRICAL DWGS.

35. WALL MOUNTED HANDRAIL, SEE A1/A-506.

36. CAST-IN-PLACE CONCRETE TUNNEL FOR MECHANICAL, SEE STRUCTURAL DRAWINGS.

37. REPLACE EXISTING METAL RAILING WITH NEW ORNAMENTAL RAILING.

38. REMOVE EXISTING CONCRETE SLAB AND PAVERS. INSTALL NEW CONCRETE SLAB AND

REINSTALLED PAVERS TO ELIMINATE STEP AT DOOR.

CONC. SLAB AT NEW RAMP -

SEE STRUCTURAL DWGS.

MB X' XX" - MARKERBOARD & LENGTH -

SEE SHEET A-551.

CB X' XX" - GREEN CHALKBOARD & LENGTH -

SEE SHEET A-551.

TB X' XX" - TACKBOARD & LENGTH -

SEE SHEET A-551.

PB X' XX" - PEG BOARD & LENGTH -

SEE SHEET A-553.

CH (XX) - COAT HOOK & COUNT -

SEE SHEET A-553.

DB CH (XX) - DOUBLE COAT HOOK & COUNT -

SEE SHEET A-553.

V-CB X' XX" - VERT. SLIDING CHALKBOARD. -

SEE SHEET A-551.

V-MB X' XX" - VERT. SLIDING MARKERBOARD-

SEE SHEET A-551.

H-MB X' XX" - HORZ. SLIDING MARKERBOARD-

SEE SHEET A-551.

H-CB X' XX" - HORIZ. SLIDING CHALKBOARD. -

SEE SHEET A-551.

39. FIRE EXTINGUISHER WITH FIRE EXTINGUISHER CABINET. SEE A-504.

40. FIRE EXTINGUISHER, BRACKET MOUNTED.

CG - FULL HEIGHT VINYL CORNER GUARD

(OPTION #15). SEE SHEET A-504.

A-209 A1 A-213A1

A-210 A1

BB

BC

BD

BE

B12 B11.2 B9.8 B9

BG

BH

BJ

BK

BL

BM

290 SF

STAIR D1

D-4S1

748 SF

STOR/FILE

EXAM REC/ BRK

RM

D-416

PY1.5/PY1.7

1052 SF

CORRIDOR

D-4C2

145 SF

SR FAC

D-412

PY1.11

132 SF

ANTE

D-415

PY1.5

145 SF

SR FAC

D-413

PY1.11

205 SF

FACULTY

D-414

PY1.12

144 SF

SR FAC

D-417

PY1.11

204 SF

FACULTY

D-418

PY1.12

132 SF

ANTE

D-420

PY1.5

144 SF

SR FAC

D-419

PY1.11

132 SF

ANTE

D-421

PY1.5

147 SF

SR FAC

D-422

PY1.11

208 SF

FACULTY

D-423

PY1.12

148 SF

SR FAC

D-424

PY1.11

171 SF

SR FAC

D-427

PY1.11

166 SF

FACULTY

D-426

PY1.2

59 SF

ANTE

D-425

387 SF

STAIR D2

D-4S2

A1

A-310

A1

A-309

A1

A-306

A-442

C4

D-426

D-425

D-424D-423

D-421 D-422

D-420

D-415

D-417 D-418

D-419

D-412

D-413 D-414

D-411 B

D-411 C

D-409

D-410

D-408

D-401

D-411 A

D-4S1

A-423

B2

B11 B10

A-409

B3

A-411

C3

A-47914

BA

BF

B8B8.2B12.7B13

32 SF

ELEV MACHINE

D-428

D-4S2

D-428

AREA C

(SEE A-116C)

AREA D

A R

E A

A

A R

E A

D

360 SF

CORRIDOR

D-4C1

NEW RAMP

D-404

D-403

D-416 B

D-416 A

D-427BD-4S2

C-401

D-401 A

D-408 A

D-401 B

D-408 B

D-407

1706 SF

CONF/TECH

JOURN RDG RM

D-411

PY1.6/PY1.8

154 SF

CORRIDOR

D-4C3

14 SF

CLOSET

D-401A

REINSTALL EXISTING

WHEEL CHAIR LIFT

151 SF

SR FAC

D-403

150 SF

ADMIN

D-404

362 SF

DEPT DEPUTY

D-408

383 SF

OFC/WRK/MAIL/RES

D-406

171 SF

COFFEE

D-405

42 SF

MEN

D-409

41 SF

WOMEN

D-410

373 SF

DEPT CHAIR

D-401 26

330 SF

OFC AUTOMTN

ASSIST

D-407

A-477

A1

A-460 86

A-435

C2

ELEV #4

D-411 D

D-411 E

C-407 C

A-413

A4

M B

C-409

C-409

C-404

C-410

C-408

C-405

C-405

C-405

C-405

C-405

C-405

C-405

C-405

C-404

C-409

C-409

C-409

C-407

CG

CG

CG

CG

CG

CG

CG

CG CG

CG

CG

A-417 A3

A-460

A-4629

A

B

D

C

E

SHEET

REFERENCE

NUMBER

SHEET OF

D E

S

IG

N E

D B

Y

D W

N B

Y

C H

K B

Y

S U

B M

IT

T

E D

B Y

D A

T E

S O

L

IC

IT

A

T

IO

N N

O

C O

N T

R A

C T

N O

F

IL

E N

A M

E

P L O

T T

E D

B Y

S

IZ

E

P

L O

T D

A T

E

D A

T E

D

E S

C R

IP

T

IO

N

M

A R

K

A P

P R

US ARMY CORPS

OF ENGINEERS

NEW YORK DISTRICT

1 2 3 4 5

D

C

B

A

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 a rc h it e c ts e n g in e e rs p la n n e rs

W E

S T

N A

T

IO

N W

ID

E

B L

V D

C

O L

U M

B U

S O

H

IO

.4

.4 f a x

.4

.0 h tt p /w w w

.u rs c o rp .c o m

S C

IE

N

C E

C E

N T

E R

(F Y

-B

L D

G

U N

IT

E

D S

T A

T E

S M

IL

IT

A R

Y A

C A

D E

M Y

W E

S T

P O

IN

T

N

Y

A R

C H

D

P

A R

K A

V E

N U

E S

O U

T H

N E

W Y

O R

K N

Y

-1

.7

.4 f a x

.5

.5 w w w

.s tv in c .c o m

W

D

S -1

-D

-0

/6

/2

:2

:2

A

M

A-116D

F O

U R

T H

F L O

O R

C A

L L O

U T

P L A

N

A R

E A

D

N K

P

J C

H D

L P

A P

R

IL

U S

M A

S

C

IC

T R

P

N

A

-1 D

PLAN

NORTH

0 4 8 162

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

FOURTH FLOOR

S

S

M

S

M

M

DN

UP

UP

DN

UP

UP

UP

CALLOUT FLOOR PLAN

GENERAL NOTES

CALLOUT FLOOR PLAN

CODED NOTES

CALLOUT FLOOR PLAN

LEGEND

CONC. SLAB INFILL- SEE

STRUCT. DWGS. FOR DETAILS

SHAFT OPENING

SEISMIC WALL- SEE SEISMIC

STRUCTURAL DWGS.

ELECTRIC WATER COOLER.

SEE PLUMB DWGS.

1. PATCH/REPAIR WALLS AS REQUIRED WHERE NEW CONSTRUCTION MEETS EXISTING

CONSTRUCTION.

2. ALL WOOD BLOCKING TO BE FIRE RETARDANT TREATED.

3. THE CONTRACTOR SHALL REVIEW PROJECT COMPLETELY TO VERIFY EXISTING

CONDITIONS AND DIMENSIONS PRIOR TO START OF WORK. ANY DISCREPANCIES

AFFECTING CONTRACT WORK SHOULD BE BROUGHT TO THE ATTENTION OF THE C.O.R.

4. CONTRACTOR TO INFILL REMOVED PORTIONS OF EXISTING CONC. SLABS & EXISTING

TRENCHES, SEE DEMO & STRU PLANS.

5. ALL EXISTING WALLS AND COLUMNS ARE SHOWN AS SCREENED. REFER TO

DEMOLITION DRAWINGS FOR ADDITIONAL INFORMATION.

6. FLOOR LEVEL OF NEW ELEVATED CONCRETE SLABS TO ALIGN WITH EXISTING FLOOR

LEVELS WHERE NOTED

7. SLOPE NEW CONCRETE SLABS AT FLOOR DRAINS. FLOOR DRAINS SHALL BE SET 1/2"

BELOW TOP OF SLAB WITH SLOPED PORTION OF SLAB EXTENDING OUT

APPROXIMATELY 2'-0" FROM DRAIN.

8. REFER TO CIVIL AND LANDSCAPE DRAWINGS FOR LAYOUT AROUND EXTERIOR AREA

WELL, SIDEWALKS, AND RELATED ELEMENTS.

9. FOR CHALKBOARDS, TACKBOARDS, AND MARKERBOARDS NOT SPECIFICALLY SHOWN

ON INTERIOR ELEVATIONS, PROVIDE LENGTH NOTED WITH BOTTOM OF UNIT AT 3'-0"

A.F.F. COORDINATE SPECIFIC LOCATION ON WALL WITH OTHER CONTRACT ITEMS,

CONFIRMING WITH C.O.R.

10. PROVIDE PIPE SLEEVES EXTENDING 4" ABOVE TOP OF SLAB @ ALL PENETRATIONS IN

MECHANICAL ROOMS. SEE SHEET A-510.

4. REMOVE EXISTING WOOD FLOOR AND STEPS TO ACCOMMODATE LOW PROFILE RAISED

FLOOR SYSTEM.

5. RAISED ACCESS FLOORING, 1'-2" HIGH AT THIS ROOM.

1. NEW AREAWAY WALLS W/ AIR INTAKE LOUVERS.

2. EXISTING CONCRETE FLOOR SLAB TO BE REMOVED WITH NEW CONC. SLAB AT

LOWERED FLOOR ELEVATION.

3. EXISTING CONSTRUCTION TO BE MODIFIED TO EXPAND FLOOR AREA AT INDICATED

FLOOR ELEVATION.

6. REMOVE EXISTING WOOD TRIM, WOOD PANELS, DOORS, FRAMES, AND HARDWARE

FOR REINSTALLATION IN THE NEW VESTIBULE.

7. NEW CAST-IN-PLACE CONCRETE RAMP.

8. NEW CAST-IN-PLACE CONCRETE STAIR W/ 3-PIPE METAL GUARDRAIL.

9. NEW WALK-OFF MAT @ VESTIBULE, 1/2" DEPRESSION FOR MAT.

10. NEW FLOOR MEDALLION, BRONZE PLAQUE; INSET INTO FLOOR FINISH, APPROX. 3'x3' @

LOCATION INDICATED.

21. NEW BUILT-IN BENCH WITH STAINED WOOD TOP.

11. FOLD DOWN DESK. SEE DETAIL A1/A-552.

12. FIXED PROJECTION SCREEN. PROVIDE WOOD BLOCKING. SEE ELEV ON A-491 FOR

SCREEN SIZE.

13. CONTAINMENT PIT. SEE STRUCTURAL DWGS.

14. MAINTAIN EXISTING METAL STAIR, PROTECT/BRACE AS REQUIRED. CLEAN AND

REFINISH ALL EXPOSED METAL SURFACES AT STAIR AND RAIL.

15. FLOOR TO 8'-0" A.F.F. RECESS W/ BORROW LIGHT VIEWING WINDOW ABOVE 3'-6".

16. PROVIDE METAL RAIL BARRIER GATE ON WALL MTD. HOLD OPEN TIED TO FIRE ALARM

SYSTEM.

17. NEW ROOF-TOP PHOTOVOLTAIC PANELS & ROOF-TOP PAVERS, SEE OPTION #6.

18. PROTECT EXISTING TILE MOSAIC WALL PANELS @ VESTIBULE. REINFORCE WALLS

FROM BACK SIDE.

19. PROVIDE ROOF-TOP PAVERS.

20. NEW CONCRETE FILL METAL PAN STAIRS.

25. BUILT-IN DISPLAY CASE WITH LOCKABLE SLIDING GLASS DOORS AND ADJUSTABLE

GLASS SHELVES. SEE SHEET A-553.

24. TYPE MB7 FROM TOP OF MECHANICAL EQUIPMENT PLATFORM TO UNDERSIDE OF

ROOF ABOVE.

23. WEST AND SOUTH EXTERIOR WALLS OF AREA E (MOORE WING) TO BE REMOVED AND

REBUILT FOR SEISMIC LOADS. EXTERIOR FACE TO BE BRICK VENEER MATCHING

EXISTING 753N. BRICK VENEER TO BE SUPPORTED WITH 6" DEEP COLD FORM METAL

FRAMING.

22. UTILITY FLOOR TRENCH, SEE STRUCTURAL DRAWINGS.

26. BUILT-IN WOOD CASEWORK WITH SOLID SURFACE COUNTERTOP.

27. RECESS IN SEISMIC WALL & EXISTING WINDOW OPENING FOR OPERABLE WALL PANEL

STACKS.

28. BUILT-IN WOOD BOOKCASE.

29. CAST-IN-PLACE CONCRETE PIT FOR SUB-CRITICAL TANK ASSEMBLY. SEE STRUCTURAL

DWGS.

30. ELECTRICAL PANEL. SEE ELEC DWGS

11. REFER TO REFLECTED CEILING PLANS FOR LOCATIONS OF CLERESTORY BORROW

LIGHTS.

31. PREFABRICATED OBSERVATORY DOME UNIT.

32. PLASMA SCREEN. FURNISHED BY OWNER. PROVIDE WOOD BLOCKING. SEE A-553.

33. NOT USED

34. WALL MOUNTED TELEPHONE. SEE ELECTRICAL DWGS.

35. WALL MOUNTED HANDRAIL, SEE A1/A-506.

36. CAST-IN-PLACE CONCRETE TUNNEL FOR MECHANICAL, SEE STRUCTURAL DRAWINGS.

37. REPLACE EXISTING METAL RAILING WITH NEW ORNAMENTAL RAILING.

38. REMOVE EXISTING CONCRETE SLAB AND PAVERS. INSTALL NEW CONCRETE SLAB AND

REINSTALLED PAVERS TO ELIMINATE STEP AT DOOR.

CONC. SLAB AT NEW RAMP -

SEE STRUCTURAL DWGS.

MB X' XX" - MARKERBOARD & LENGTH -

SEE SHEET A-551.

CB X' XX" - GREEN CHALKBOARD & LENGTH -

SEE SHEET A-551.

TB X' XX" - TACKBOARD & LENGTH -

SEE SHEET A-551.

PB X' XX" - PEG BOARD & LENGTH -

SEE SHEET A-553.

CH (XX) - COAT HOOK & COUNT -

SEE SHEET A-553.

DB CH (XX) - DOUBLE COAT HOOK & COUNT -

SEE SHEET A-553.

V-CB X' XX" - VERT. SLIDING CHALKBOARD. -

SEE SHEET A-551.

V-MB X' XX" - VERT. SLIDING MARKERBOARD-

SEE SHEET A-551.

H-MB X' XX" - HORZ. SLIDING MARKERBOARD-

SEE SHEET A-551.

H-CB X' XX" - HORIZ. SLIDING CHALKBOARD. -

SEE SHEET A-551.

39. FIRE EXTINGUISHER WITH FIRE EXTINGUISHER CABINET. SEE A-504.

40. FIRE EXTINGUISHER, BRACKET MOUNTED.

CG - FULL HEIGHT VINYL CORNER GUARD

(OPTION #15). SEE SHEET A-504.

A

B

D

C

E

AA

AD

AE

AF

A2.5A3

AC

A2

A6

A4

AB

A-202

A1

AG

AH

AJ

AK

AL

A1

A-301

A1

A-302

A1

A-303

A1

A-304

A5.4

AS

AR

A-205

A1

A-203

A1

A-204

A1

A1

A-305

A7

A10 A9

AS.5

A9.5A10.8A11.5A12.3

AT

A12 A11 A10.5

A-201 C1

A-201

A2

A-206

A3

B-501

299 SF

STAIR B2

B-5S2

85 SF

ELEV MACH RM

B-504

74 SF

STOR.

B-505

687 SF

CONTROLS/

CLUB

B-506

278 SF

MECHANICAL

B-510

164 SF

STAIR B4

B-5S4

67 SF

STAIR B6

B-5S6

216'-1" 26

B-505

B-5S2 A

B-5S4 A

A-405

D1 Sim

254 SF

STAIR B1

B-5S1

B-5S4 C

B-504

B-5S1

A-426

A4

A-429

A1

A-422

A2

A-474

B1

ELEV #3

A-404

A2

A-402

C1

C1

A-323

N/S

E/W

C1

A-322

A-405

B1

CLASSROOM

B-501

B-5S2 B

A5 A8

A-206

A1

A-206 C1

B-5S6

145 SF

STORAGE

B-507

B-507 A

B-507 B

C2

A-429

A2

A-429

MB 7'-0"

MB 4'-0"

C B

V

-C B

C

B

" CB 12'-0" CB 11'-3"

C B

C

B

T B

ABV

A-207

C1

B-501

B-502

B-503

B-504

A1

A-201

CG

CG

CG

SHEET

REFERENCE

NUMBER

SHEET OF

D E

S

IG

N E

D B

Y

D W

N B

Y

C H

K B

Y

S U

B M

IT

T

E D

B Y

D A

T E

S O

L

IC

IT

A

T

IO

N N

O

C O

N T

R A

C T

N O

F

IL

E N

A M

E

P L O

T T

E D

B Y

S

IZ

E

P

L O

T D

A T

E

D A

T E

D

E S

C R

IP

T

IO

N

M

A R

K

A P

P R

US ARMY CORPS

OF ENGINEERS

NEW YORK DISTRICT

1 2 3 4 5

D

C

B

A

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 a rc h it e c ts e n g in e e rs p la n n e rs

W E

S T

N A

T

IO

N W

ID

E

B L

V D

C

O L

U M

B U

S O

H

IO

.4

.4 f a x

.4

.0 h tt p /w w w

.u rs c o rp .c o m

S C

IE

N

C E

C E

N T

E R

(F Y

-B

L D

G

U N

IT

E

D S

T A

T E

S M

IL

IT

A R

Y A

C A

D E

M Y

W E

S T

P O

IN

T

N

Y

A R

C H

D

P

A R

K A

V E

N U

E S

O U

T H

N E

W Y

O R

K N

Y

-1

.7

.4 f a x

.5

.5 w w w

.s tv in c .c o m

W

D

S -1

-D

-0

/4

/2

:4

:1

A

M

A-117B

F

IF

T H

F L O

O R

C A

L L O

U T

P L A

N

A R

E A

B

N K

P

J C

H D

L P

A P

R

IL

U S

M A

S

C

IC

T R

P

N

A

-1

B

X X

PLAN

NORTH

0 4 8 162

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

FIFTH FLOOR

DN

F

F

F

F

F

F

F F

F

F

FF

F

F

FF

F

F

S

S

SS

F

F

HPP

HPP

DN

25. BUILT-IN DISPLAY CASE WITH LOCKABLE SLIDING GLASS DOORS AND ADJUSTABLE

GLASS SHELVES. SEE SHEET A-553.

24. TYPE MB7 FROM TOP OF MECHANICAL EQUIPMENT PLATFORM TO UNDERSIDE OF

ROOF ABOVE.

23. WEST AND SOUTH EXTERIOR WALLS OF AREA E (MOORE WING) TO BE REMOVED AND

REBUILT FOR SEISMIC LOADS. EXTERIOR FACE TO BE BRICK VENEER MATCHING

EXISTING 753N. BRICK VENEER TO BE SUPPORTED WITH 6" DEEP COLD FORM METAL

FRAMING.

22. UTILITY FLOOR TRENCH, SEE STRUCTURAL DRAWINGS.

26. BUILT-IN WOOD CASEWORK WITH SOLID SURFACE COUNTERTOP.

27. RECESS IN SEISMIC WALL & EXISTING WINDOW OPENING FOR OPERABLE WALL PANEL

STACKS.

28. BUILT-IN WOOD BOOKCASE.

29. CAST-IN-PLACE CONCRETE PIT FOR SUB-CRITICAL TANK ASSEMBLY. SEE STRUCTURAL

DWGS.

30. ELECTRICAL PANEL. SEE ELEC DWGS

11. REFER TO REFLECTED CEILING PLANS FOR LOCATIONS OF CLERESTORY BORROW

LIGHTS.

31. PREFABRICATED OBSERVATORY DOME UNIT.

32. PLASMA SCREEN. FURNISHED BY OWNER. PROVIDE WOOD BLOCKING. SEE A-553.

CALLOUT FLOOR PLAN

GENERAL NOTES

CALLOUT FLOOR PLAN

CODED NOTES

CALLOUT FLOOR PLAN

LEGEND

CONC. SLAB INFILL- SEE

STRUCT. DWGS. FOR DETAILS

SHAFT OPENING

SEISMIC WALL- SEE SEISMIC

STRUCTURAL DWGS.

ELECTRIC WATER COOLER.

SEE PLUMB DWGS.

1. PATCH/REPAIR WALLS AS REQUIRED WHERE NEW CONSTRUCTION MEETS EXISTING

CONSTRUCTION.

2. ALL WOOD BLOCKING TO BE FIRE RETARDANT TREATED.

3. THE CONTRACTOR SHALL REVIEW PROJECT COMPLETELY TO VERIFY EXISTING

CONDITIONS AND DIMENSIONS PRIOR TO START OF WORK. ANY DISCREPANCIES

AFFECTING CONTRACT WORK SHOULD BE BROUGHT TO THE ATTENTION OF THE C.O.R.

4. CONTRACTOR TO INFILL REMOVED PORTIONS OF EXISTING CONC. SLABS & EXISTING

TRENCHES, SEE DEMO & STRU PLANS.

5. ALL EXISTING WALLS AND COLUMNS ARE SHOWN AS SCREENED. REFER TO

DEMOLITION DRAWINGS FOR ADDITIONAL INFORMATION.

6. FLOOR LEVEL OF NEW ELEVATED CONCRETE SLABS TO ALIGN WITH EXISTING FLOOR

LEVELS WHERE NOTED

7. SLOPE NEW CONCRETE SLABS AT FLOOR DRAINS. FLOOR DRAINS SHALL BE SET 1/2"

BELOW TOP OF SLAB WITH SLOPED PORTION OF SLAB EXTENDING OUT

APPROXIMATELY 2'-0" FROM DRAIN.

8. REFER TO CIVIL AND LANDSCAPE DRAWINGS FOR LAYOUT AROUND EXTERIOR AREA

WELL, SIDEWALKS, AND RELATED ELEMENTS.

9. FOR CHALKBOARDS, TACKBOARDS, AND MARKERBOARDS NOT SPECIFICALLY SHOWN

ON INTERIOR ELEVATIONS, PROVIDE LENGTH NOTED WITH BOTTOM OF UNIT AT 3'-0"

A.F.F. COORDINATE SPECIFIC LOCATION ON WALL WITH OTHER CONTRACT ITEMS,

CONFIRMING WITH C.O.R.

10. PROVIDE PIPE SLEEVES EXTENDING 4" ABOVE TOP OF SLAB @ ALL PENETRATIONS IN

MECHANICAL ROOMS. SEE SHEET A-510.

4. REMOVE EXISTING WOOD FLOOR AND STEPS TO ACCOMMODATE LOW PROFILE RAISED

FLOOR SYSTEM.

5. RAISED ACCESS FLOORING, 1'-2" HIGH AT THIS ROOM.

1. NEW AREAWAY WALLS W/ AIR INTAKE LOUVERS.

2. EXISTING CONCRETE FLOOR SLAB TO BE REMOVED WITH NEW CONC. SLAB AT

LOWERED FLOOR ELEVATION.

3. EXISTING CONSTRUCTION TO BE MODIFIED TO EXPAND FLOOR AREA AT INDICATED

FLOOR ELEVATION.

6. REMOVE EXISTING WOOD TRIM, WOOD PANELS, DOORS, FRAMES, AND HARDWARE

FOR REINSTALLATION IN THE NEW VESTIBULE.

7. NEW CAST-IN-PLACE CONCRETE RAMP.

8. NEW CAST-IN-PLACE CONCRETE STAIR W/ 3-PIPE METAL GUARDRAIL.

9. NEW WALK-OFF MAT @ VESTIBULE, 1/2" DEPRESSION FOR MAT.

10. NEW FLOOR MEDALLION, BRONZE PLAQUE; INSET INTO FLOOR FINISH, APPROX. 3'x3' @

LOCATION INDICATED.

21. NEW BUILT-IN BENCH WITH STAINED WOOD TOP.

11. FOLD DOWN DESK. SEE DETAIL A1/A-552.

12. FIXED PROJECTION SCREEN. PROVIDE WOOD BLOCKING. SEE ELEV ON A-491 FOR

SCREEN SIZE.

13. CONTAINMENT PIT. SEE STRUCTURAL DWGS.

14. MAINTAIN EXISTING METAL STAIR, PROTECT/BRACE AS REQUIRED. CLEAN AND

REFINISH ALL EXPOSED METAL SURFACES AT STAIR AND RAIL.

15. FLOOR TO 8'-0" A.F.F. RECESS W/ BORROW LIGHT VIEWING WINDOW ABOVE 3'-6".

16. PROVIDE METAL RAIL BARRIER GATE ON WALL MTD. HOLD OPEN TIED TO FIRE ALARM

SYSTEM.

17. NEW ROOF-TOP PHOTOVOLTAIC PANELS & ROOF-TOP PAVERS, SEE OPTION #6.

18. PROTECT EXISTING TILE MOSAIC WALL PANELS @ VESTIBULE. REINFORCE WALLS

FROM BACK SIDE.

19. PROVIDE ROOF-TOP PAVERS.

20. NEW CONCRETE FILL METAL PAN STAIRS.

33. NOT USED

34. WALL MOUNTED TELEPHONE. SEE ELECTRICAL DWGS.

35. WALL MOUNTED HANDRAIL, SEE A1/A-506.

36. CAST-IN-PLACE CONCRETE TUNNEL FOR MECHANICAL, SEE STRUCTURAL DRAWINGS.

37. REPLACE EXISTING METAL RAILING WITH NEW ORNAMENTAL RAILING.

38. REMOVE EXISTING CONCRETE SLAB AND PAVERS. INSTALL NEW CONCRETE SLAB AND

REINSTALLED PAVERS TO ELIMINATE STEP AT DOOR.

CONC. SLAB AT NEW RAMP -

SEE STRUCTURAL DWGS.

MB X' XX" - MARKERBOARD & LENGTH -

SEE SHEET A-551.

CB X' XX" - GREEN CHALKBOARD & LENGTH -

SEE SHEET A-551.

TB X' XX" - TACKBOARD & LENGTH -

SEE SHEET A-551.

PB X' XX" - PEG BOARD & LENGTH -

SEE SHEET A-553.

CH (XX) - COAT HOOK & COUNT -

SEE SHEET A-553.

DB CH (XX) - DOUBLE COAT HOOK & COUNT -

SEE SHEET A-553.

V-CB X' XX" - VERT. SLIDING CHALKBOARD. -

SEE SHEET A-551.

V-MB X' XX" - VERT. SLIDING MARKERBOARD-

SEE SHEET A-551.

H-MB X' XX" - HORZ. SLIDING MARKERBOARD-

SEE SHEET A-551.

H-CB X' XX" - HORIZ. SLIDING CHALKBOARD. -

SEE SHEET A-551.

39. FIRE EXTINGUISHER WITH FIRE EXTINGUISHER CABINET. SEE A-504.

40. FIRE EXTINGUISHER, BRACKET MOUNTED.

CG - FULL HEIGHT VINYL CORNER GUARD

(OPTION #15). SEE SHEET A-504.

A

B

D

C

E

A-211

A-209 A1

A1

A1

A-307

B12 B11.2 B9.8 B9

BM

BN

BP

BQ

BQ.5

BS

BT

BR.7

BU

A1

A-309

A1

A-308

B11 B10

BR

BV

BR.8

BS.8

B8B8.2B12.7B13

C-410

640 SF

MECHANICAL

C-501

62 SF

STAIR C1

C-5S1

211' - 2"

212' - 8"

208' - 8" 206' - 2"

C-501

322 SF

STOR

C-503

DUMBWAITER

A-407

D3

C-503

A-491

A-431

C3

A-413

C1

MECHANICAL

EQUIPMENT

D-502

A-414

A3

UP

3107 SF

LECTURE

C-410

A-212

D3

212' - 9 3/8"

212' - 9 3/8"

212' - 5 3/8"212' - 5 3/8"

212' - 9 3/8"

212' - 8"

A-424

C1

A3

A-346

C-501

C-501

SHEET

REFERENCE

NUMBER

SHEET OF

D E

S

IG

N E

D B

Y

D W

N B

Y

C H

K B

Y

S U

B M

IT

T

E D

B Y

D A

T E

S O

L

IC

IT

A

T

IO

N N

O

C O

N T

R A

C T

N O

F

IL

E N

A M

E

P L O

T T

E D

B Y

S

IZ

E

P

L O

T D

A T

E

D A

T E

D

E S

C R

IP

T

IO

N

M

A R

K

A P

P R

US ARMY CORPS

OF ENGINEERS

NEW YORK DISTRICT

1 2 3 4 5

D

C

B

A

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 a rc h it e c ts e n g in e e rs p la n n e rs

W E

S T

N A

T

IO

N W

ID

E

B L

V D

C

O L

U M

B U

S O

H

IO

.4

.4 f a x

.4

.0 h tt p /w w w

.u rs c o rp .c o m

S C

IE

N

C E

C E

N T

E R

(F Y

-B

L D

G

U N

IT

E

D S

T A

T E

S M

IL

IT

A R

Y A

C A

D E

M Y

W E

S T

P O

IN

T

N

Y

A R

C H

D

P

A R

K A

V E

N U

E S

O U

T H

N E

W Y

O R

K N

Y

-1

.7

.4 f a x

.5

.5 w w w

.s tv in c .c o m

W

D

S -1

-D

-0

/4

/2

:1

:3

A

M

A-117C

F

IF

T H

F L O

O R

C A

L L O

U T

P L A

N

A R

E A

C

N K

P

J C

H D

L P

A P

R

IL

U S

M A

S

C

IC

T R

P

N

A

-1

C

X X

PLAN

NORTH

0 4 8 162

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

FIFTH FLOOR

A

B

D

C

E

25. BUILT-IN DISPLAY CASE WITH LOCKABLE SLIDING GLASS DOORS AND ADJUSTABLE

GLASS SHELVES. SEE SHEET A-553.

24. TYPE MB7 FROM TOP OF MECHANICAL EQUIPMENT PLATFORM TO UNDERSIDE OF

ROOF ABOVE.

23. WEST AND SOUTH EXTERIOR WALLS OF AREA E (MOORE WING) TO BE REMOVED AND

REBUILT FOR SEISMIC LOADS. EXTERIOR FACE TO BE BRICK VENEER MATCHING

EXISTING 753N. BRICK VENEER TO BE SUPPORTED WITH 6" DEEP COLD FORM METAL

FRAMING.

22. UTILITY FLOOR TRENCH, SEE STRUCTURAL DRAWINGS.

26. BUILT-IN WOOD CASEWORK WITH SOLID SURFACE COUNTERTOP.

27. RECESS IN SEISMIC WALL & EXISTING WINDOW OPENING FOR OPERABLE WALL PANEL

STACKS.

28. BUILT-IN WOOD BOOKCASE.

29. CAST-IN-PLACE CONCRETE PIT FOR SUB-CRITICAL TANK ASSEMBLY. SEE STRUCTURAL

DWGS.

30. ELECTRICAL PANEL. SEE ELEC DWGS

11. REFER TO REFLECTED CEILING PLANS FOR LOCATIONS OF CLERESTORY BORROW

LIGHTS.

31. PREFABRICATED OBSERVATORY DOME UNIT.

32. PLASMA SCREEN. FURNISHED BY OWNER. PROVIDE WOOD BLOCKING. SEE A-553.

CALLOUT FLOOR PLAN

GENERAL NOTES

CALLOUT FLOOR PLAN

CODED NOTES

CALLOUT FLOOR PLAN

LEGEND

CONC. SLAB INFILL- SEE

STRUCT. DWGS. FOR DETAILS

SHAFT OPENING

SEISMIC WALL- SEE SEISMIC

STRUCTURAL DWGS.

ELECTRIC WATER COOLER.

SEE PLUMB DWGS.

1. PATCH/REPAIR WALLS AS REQUIRED WHERE NEW CONSTRUCTION MEETS EXISTING

CONSTRUCTION.

2. ALL WOOD BLOCKING TO BE FIRE RETARDANT TREATED.

3. THE CONTRACTOR SHALL REVIEW PROJECT COMPLETELY TO VERIFY EXISTING

CONDITIONS AND DIMENSIONS PRIOR TO START OF WORK. ANY DISCREPANCIES

AFFECTING CONTRACT WORK SHOULD BE BROUGHT TO THE ATTENTION OF THE C.O.R.

4. CONTRACTOR TO INFILL REMOVED PORTIONS OF EXISTING CONC. SLABS & EXISTING

TRENCHES, SEE DEMO & STRU PLANS.

5. ALL EXISTING WALLS AND COLUMNS ARE SHOWN AS SCREENED. REFER TO

DEMOLITION DRAWINGS FOR ADDITIONAL INFORMATION.

6. FLOOR LEVEL OF NEW ELEVATED CONCRETE SLABS TO ALIGN WITH EXISTING FLOOR

LEVELS WHERE NOTED

7. SLOPE NEW CONCRETE SLABS AT FLOOR DRAINS. FLOOR DRAINS SHALL BE SET 1/2"

BELOW TOP OF SLAB WITH SLOPED PORTION OF SLAB EXTENDING OUT

APPROXIMATELY 2'-0" FROM DRAIN.

8. REFER TO CIVIL AND LANDSCAPE DRAWINGS FOR LAYOUT AROUND EXTERIOR AREA

WELL, SIDEWALKS, AND RELATED ELEMENTS.

9. FOR CHALKBOARDS, TACKBOARDS, AND MARKERBOARDS NOT SPECIFICALLY SHOWN

ON INTERIOR ELEVATIONS, PROVIDE LENGTH NOTED WITH BOTTOM OF UNIT AT 3'-0"

A.F.F. COORDINATE SPECIFIC LOCATION ON WALL WITH OTHER CONTRACT ITEMS,

CONFIRMING WITH C.O.R.

10. PROVIDE PIPE SLEEVES EXTENDING 4" ABOVE TOP OF SLAB @ ALL PENETRATIONS IN

MECHANICAL ROOMS. SEE SHEET A-510.

4. REMOVE EXISTING WOOD FLOOR AND STEPS TO ACCOMMODATE LOW PROFILE RAISED

FLOOR SYSTEM.

5. RAISED ACCESS FLOORING, 1'-2" HIGH AT THIS ROOM.

1. NEW AREAWAY WALLS W/ AIR INTAKE LOUVERS.

2. EXISTING CONCRETE FLOOR SLAB TO BE REMOVED WITH NEW CONC. SLAB AT

LOWERED FLOOR ELEVATION.

3. EXISTING CONSTRUCTION TO BE MODIFIED TO EXPAND FLOOR AREA AT INDICATED

FLOOR ELEVATION.

6. REMOVE EXISTING WOOD TRIM, WOOD PANELS, DOORS, FRAMES, AND HARDWARE

FOR REINSTALLATION IN THE NEW VESTIBULE.

7. NEW CAST-IN-PLACE CONCRETE RAMP.

8. NEW CAST-IN-PLACE CONCRETE STAIR W/ 3-PIPE METAL GUARDRAIL.

9. NEW WALK-OFF MAT @ VESTIBULE, 1/2" DEPRESSION FOR MAT.

10. NEW FLOOR MEDALLION, BRONZE PLAQUE; INSET INTO FLOOR FINISH, APPROX. 3'x3' @

LOCATION INDICATED.

21. NEW BUILT-IN BENCH WITH STAINED WOOD TOP.

11. FOLD DOWN DESK. SEE DETAIL A1/A-552.

12. FIXED PROJECTION SCREEN. PROVIDE WOOD BLOCKING. SEE ELEV ON A-491 FOR

SCREEN SIZE.

13. CONTAINMENT PIT. SEE STRUCTURAL DWGS.

14. MAINTAIN EXISTING METAL STAIR, PROTECT/BRACE AS REQUIRED. CLEAN AND

REFINISH ALL EXPOSED METAL SURFACES AT STAIR AND RAIL.

15. FLOOR TO 8'-0" A.F.F. RECESS W/ BORROW LIGHT VIEWING WINDOW ABOVE 3'-6".

16. PROVIDE METAL RAIL BARRIER GATE ON WALL MTD. HOLD OPEN TIED TO FIRE ALARM

SYSTEM.

17. NEW ROOF-TOP PHOTOVOLTAIC PANELS & ROOF-TOP PAVERS, SEE OPTION #6.

18. PROTECT EXISTING TILE MOSAIC WALL PANELS @ VESTIBULE. REINFORCE WALLS

FROM BACK SIDE.

19. PROVIDE ROOF-TOP PAVERS.

20. NEW CONCRETE FILL METAL PAN STAIRS.

33. NOT USED

34. WALL MOUNTED TELEPHONE. SEE ELECTRICAL DWGS.

35. WALL MOUNTED HANDRAIL, SEE A1/A-506.

36. CAST-IN-PLACE CONCRETE TUNNEL FOR MECHANICAL, SEE STRUCTURAL DRAWINGS.

37. REPLACE EXISTING METAL RAILING WITH NEW ORNAMENTAL RAILING.

38. REMOVE EXISTING CONCRETE SLAB AND PAVERS. INSTALL NEW CONCRETE SLAB AND

REINSTALLED PAVERS TO ELIMINATE STEP AT DOOR.

CONC. SLAB AT NEW RAMP -

SEE STRUCTURAL DWGS.

MB X' XX" - MARKERBOARD & LENGTH -

SEE SHEET A-551.

CB X' XX" - GREEN CHALKBOARD & LENGTH -

SEE SHEET A-551.

TB X' XX" - TACKBOARD & LENGTH -

SEE SHEET A-551.

PB X' XX" - PEG BOARD & LENGTH -

SEE SHEET A-553.

CH (XX) - COAT HOOK & COUNT -

SEE SHEET A-553.

DB CH (XX) - DOUBLE COAT HOOK & COUNT -

SEE SHEET A-553.

V-CB X' XX" - VERT. SLIDING CHALKBOARD. -

SEE SHEET A-551.

V-MB X' XX" - VERT. SLIDING MARKERBOARD-

SEE SHEET A-551.

H-MB X' XX" - HORZ. SLIDING MARKERBOARD-

SEE SHEET A-551.

H-CB X' XX" - HORIZ. SLIDING CHALKBOARD. -

SEE SHEET A-551.

39. FIRE EXTINGUISHER WITH FIRE EXTINGUISHER CABINET. SEE A-504.

40. FIRE EXTINGUISHER, BRACKET MOUNTED.

CG - FULL HEIGHT VINYL CORNER GUARD

(OPTION #15). SEE SHEET A-504.A-213A1

A-210 A1

BB

BC

BD

BE

B12 B11.2 B9.8 B9

BG

BH

BJ

BK

BL

BM

A1

A-310

A1

A-309

A1

A-306

B11 B10

BA

BF

B8B8.2B12.7B13

INFILL EXISTING

OPENING

ELEV #4

A-414

A1

MECHANICAL

EQUIPMENT

D-502

A1

A-346

SHEET

REFERENCE

NUMBER

SHEET OF

D E

S

IG

N E

D B

Y

D W

N B

Y

C H

K B

Y

S U

B M

IT

T

E D

B Y

D A

T E

S O

L

IC

IT

A

T

IO

N N

O

C O

N T

R A

C T

N O

F

IL

E N

A M

E

P L O

T T

E D

B Y

S

IZ

E

P

L O

T D

A T

E

D A

T E

D

E S

C R

IP

T

IO

N

M

A R

K

A P

P R

US ARMY CORPS

OF ENGINEERS

NEW YORK DISTRICT

1 2 3 4 5

D

C

B

A

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 a rc h it e c ts e n g in e e rs p la n n e rs

W E

S T

N A

T

IO

N W

ID

E

B L

V D

C

O L

U M

B U

S O

H

IO

.4

.4 f a x

.4

.0 h tt p /w w w

.u rs c o rp .c o m

S C

IE

N

C E

C E

N T

E R

(F Y

-B

L D

G

U N

IT

E

D S

T A

T E

S M

IL

IT

A R

Y A

C A

D E

M Y

W E

S T

P O

IN

T

N

Y

A R

C H

D

P

A R

K A

V E

N U

E S

O U

T H

N E

W Y

O R

K N

Y

-1

.7

.4 f a x

.5

.5 w w w

.s tv in c .c o m

W

D

S -1

-D

-0

/4

/2

:2

:3

P

M

A-117D

F

IF

T H

F L O

O R

C A

L L O

U T

P L A

N

A R

E A

D

N K

P

J C

H D

L P

A P

R

IL

U S

M A

S

C

IC

T R

P

N

A

-1

D

X X

PLAN

NORTH

0 4 8 162

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

FIFTH FLOOR

DN

F

F

W

F

H

S

S

J W

W

W

S

HPP

DN

DN

DN

DN

CALLOUT FLOOR PLAN

GENERAL NOTES

CALLOUT FLOOR PLAN

CODED NOTES

CALLOUT FLOOR PLAN

LEGEND

CONC. SLAB INFILL- SEE

STRUCT. DWGS. FOR DETAILS

SHAFT OPENING

SEISMIC WALL- SEE SEISMIC

STRUCTURAL DWGS.

ELECTRIC WATER COOLER.

SEE PLUMB DWGS.

1. PATCH/REPAIR WALLS AS REQUIRED WHERE NEW CONSTRUCTION MEETS EXISTING

CONSTRUCTION.

2. ALL WOOD BLOCKING TO BE FIRE RETARDANT TREATED.

3. THE CONTRACTOR SHALL REVIEW PROJECT COMPLETELY TO VERIFY EXISTING

CONDITIONS AND DIMENSIONS PRIOR TO START OF WORK. ANY DISCREPANCIES

AFFECTING CONTRACT WORK SHOULD BE BROUGHT TO THE ATTENTION OF THE C.O.R.

4. CONTRACTOR TO INFILL REMOVED PORTIONS OF EXISTING CONC. SLABS & EXISTING

TRENCHES, SEE DEMO & STRU PLANS.

5. ALL EXISTING WALLS AND COLUMNS ARE SHOWN AS SCREENED. REFER TO

DEMOLITION DRAWINGS FOR ADDITIONAL INFORMATION.

6. FLOOR LEVEL OF NEW ELEVATED CONCRETE SLABS TO ALIGN WITH EXISTING FLOOR

LEVELS WHERE NOTED

7. SLOPE NEW CONCRETE SLABS AT FLOOR DRAINS. FLOOR DRAINS SHALL BE SET 1/2"

BELOW TOP OF SLAB WITH SLOPED PORTION OF SLAB EXTENDING OUT

APPROXIMATELY 2'-0" FROM DRAIN.

8. REFER TO CIVIL AND LANDSCAPE DRAWINGS FOR LAYOUT AROUND EXTERIOR AREA

WELL, SIDEWALKS, AND RELATED ELEMENTS.

9. FOR CHALKBOARDS, TACKBOARDS, AND MARKERBOARDS NOT SPECIFICALLY SHOWN

ON INTERIOR ELEVATIONS, PROVIDE LENGTH NOTED WITH BOTTOM OF UNIT AT 3'-0"

A.F.F. COORDINATE SPECIFIC LOCATION ON WALL WITH OTHER CONTRACT ITEMS,

CONFIRMING WITH C.O.R.

10. PROVIDE PIPE SLEEVES EXTENDING 4" ABOVE TOP OF SLAB @ ALL PENETRATIONS IN

MECHANICAL ROOMS. SEE SHEET A-510.

4. REMOVE EXISTING WOOD FLOOR AND STEPS TO ACCOMMODATE LOW PROFILE RAISED

FLOOR SYSTEM.

5. RAISED ACCESS FLOORING, 1'-2" HIGH AT THIS ROOM.

1. NEW AREAWAY WALLS W/ AIR INTAKE LOUVERS.

2. EXISTING CONCRETE FLOOR SLAB TO BE REMOVED WITH NEW CONC. SLAB AT

LOWERED FLOOR ELEVATION.

3. EXISTING CONSTRUCTION TO BE MODIFIED TO EXPAND FLOOR AREA AT INDICATED

FLOOR ELEVATION.

6. REMOVE EXISTING WOOD TRIM, WOOD PANELS, DOORS, FRAMES, AND HARDWARE

FOR REINSTALLATION IN THE NEW VESTIBULE.

7. NEW CAST-IN-PLACE CONCRETE RAMP.

8. NEW CAST-IN-PLACE CONCRETE STAIR W/ 3-PIPE METAL GUARDRAIL.

9. NEW WALK-OFF MAT @ VESTIBULE, 1/2" DEPRESSION FOR MAT.

10. NEW FLOOR MEDALLION, BRONZE PLAQUE; INSET INTO FLOOR FINISH, APPROX. 3'x3' @

LOCATION INDICATED.

21. NEW BUILT-IN BENCH WITH STAINED WOOD TOP.

11. FOLD DOWN DESK. SEE DETAIL A1/A-552.

12. FIXED PROJECTION SCREEN. PROVIDE WOOD BLOCKING. SEE ELEV ON A-491 FOR

SCREEN SIZE.

13. CONTAINMENT PIT. SEE STRUCTURAL DWGS.

14. MAINTAIN EXISTING METAL STAIR, PROTECT/BRACE AS REQUIRED. CLEAN AND

REFINISH ALL EXPOSED METAL SURFACES AT STAIR AND RAIL.

15. FLOOR TO 8'-0" A.F.F. RECESS W/ BORROW LIGHT VIEWING WINDOW ABOVE 3'-6".

16. PROVIDE METAL RAIL BARRIER GATE ON WALL MTD. HOLD OPEN TIED TO FIRE ALARM

SYSTEM.

17. NEW ROOF-TOP PHOTOVOLTAIC PANELS & ROOF-TOP PAVERS, SEE OPTION #6.

18. PROTECT EXISTING TILE MOSAIC WALL PANELS @ VESTIBULE. REINFORCE WALLS

FROM BACK SIDE.

19. PROVIDE…