Amendment_11_-_KC46_BOT_-_Plans.pdf

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BOT ROOM 2

MECH RM N.I.C.

PPTT

PPTT

COMPUTER

ROOM 1

COMM RM

ELECT. ROOM

147BRIEFING RM 4

BRIEFING RM 3

BRIEFING RM 2

BRIEFING RM 1

VESTIBULE N.I.C.

A5

A-301

A1

A-301

A-202

A1

A-202

E5

A3

A-310

B

BOT ROOM 1

145B

145A

C

A

143A

A

A

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118C

137A

138A

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144A

CORRIDOR 3

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A

A

A-202

A4

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AA

BB

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TYP.

A-202

E1

A-510

F3A-510

F1

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CLM

PDU

VIS CAB

1 & 2

VIS

CAB

1 & 2

BOT

UPS

BOT

UPS

BOT

UPS

CAB

BOT

UPS

CAB

BOT

PDU

BOT

PDU

BOT

EQP

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BOT

EQP

CAB

BOT

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BOT

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CTRL CAB

MOTION

CTRL

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D

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COMPUTER

ROOM 2

B

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A

A

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6' - 2 1/2"

15' - 2 1/2"

2' - 6"

/4

A-510

C1 BELOW

ABOVE

A-510

A3

-9.5

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4 9

8 12

A

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7' - 2 1/2"1' - 2 1/2" 11' - 0 1/4" 16' - 0" 16' - 0" 7' - 5" 24' - 3 1/4" 1' - 10 1/2" 3' - 7" 32' - 3"

0' - 9" 6' - 6"

/2

27' - 2"

A-602

B1

39' - 2"

/4

BOT

A/C

UNIT

BOT

A/C

UNIT

16 1718

150A

N

GRAPHIC SCALE

KEY PLAN

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A

1/8" = 1'-0"A1

GROUND FLOOR PLAN - AREA A

8'4' 16'0

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

A. SEE SHEET A-001 FOR ABBREVIATIONS. SEE SHEET A-010 FOR

GENERAL NOTES, LEGENDS, SYMBOLS AND BUILDING

INFORMATION USED.

B. SEE SHEET A-100 FOR LIFE SAFETY PLAN AND NOTES.

C. IT IS ANTICIPATED THAT THIS BUILDING WILL REMAIN OCCUPIED

AT ALL TIMES DURING CONSTRUCTION. LIFE SAFETY PROVISIONS

SHALL REMAIN IN FORCE AND SHALL BE MAINTAINED AT ALL TIMES.

LIKEWISE, COORDINATION OF CONSTRUCTION, DELIVERIES,

MANAGEMENT, SECURITY, AND SAFETY, HOURS OF WORK,

CONTROLLED ACCESS TO THE FACILITY, TRASH AND WASTE

MANAGEMENT AND OTHER ASSOCIATED PRACTICES ARE

REQUIRED AND WILL NEED COORDINATION WITH THE TENANT(S)

AND CLIENT.

D. WORK IN AREA A IS SHOWN AS FLOOR PLAN IN ITS ENTIRETY.

WORK IS SUBJECT TO PHASING SHOWN ON A-010.

E. SEE SHEET A-601 FOR DOOR SCHEDULE.

F. REFER TO SHEET A-110 FOR CONTINUATION OF FLOOR PLAN.

G. SEE SHEET A-010 FOR BOT PHASING PLANS.

H. SEE STRUCTURAL, MECHANICAL, ELECTRICAL, TELECOM AND FIRE

PROTECTION DRAWINGS FOR ADDITIONAL WORK.

I. SEE SHEET A-602 FOR PARTITION TYPES.

GENERAL SHEET NOTES

SHEET KEYED NOTES

1 OVERHEAD COILING ROLL-UP DOOR. SEE DOOR

SCHEDULE. SEE SHEET A-601.

2 BOT UNIT CLEARANCE ENVELOPE (F10) BOT SIMULATOR

BY OTHERS. CONFIRM VERTICAL CLEARANCES WITH

VENDOR.

3 NEW EXIT DOOR

4 STEEL COLUMN. SEE STRUCTURAL DWGS.

5 SIMULATOR RELATED EQUIPMENT PROVIDED BY

OTHERS.

6 DOWNSPOUT. TIE INTO SUBGRADE COLLECTION

SYSTEM.

7 EXISTING MECHANICAL UNIT BEHIND MASONRY SCREEN

WALL

8 ADD (1) LAYER 5/8" ABUSE RESISTANT GWB TO UPGRADE

PARTITION. (EA.)

9 EXTEND EXISTING METAL STUD FRAMING TO AND SEAL

TO UNDERSIDE OF ROOF DECK ABOVE.

10 RE-INSTALL SECURE DOOR & HARDWARE.

11 MAINTAIN EXISTING ELECTRICAL PANELS. SEE

ELECTRICAL DRAWINGS.

12 PROVIDE BASE.

13 CONCRETE STOOP. SEE CIVIL DRAWING.

14 EXISTING RAISED ACCESS FLOOR SYSTEM.

15 RAISED ACCESS FLOOR SYSTEM.

16 MECHANICAL EQUIPMENT. SEE MECHANICAL DWGS

17 TELECOM EQUIPMENT. SEE TELECOM DWGS.

18 BOT ELECTRICAL EQUIPMENT. SEE ELECTRICAL DWGS.

19 16" X 10" X 24" HIGH CABLE OPENING THROUGH WALL.

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FLOOR

- •• • • • •. • 100'-0"

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�DDITION WALL SECTION

EXISTING

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EXISTING MID

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EXISTING LOW -BAY

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GENERAL SHEET NOTES

SEE SHEET A-001 FOR ABBREVIATIONS. SEE SHEET A-010 FOR

GENERAL NOTES, LEGENDS, SYMBOLS AND BUILDING

INFORMATION USED.

SEE SHEET A-100 FOR LIFE SAFETY PLAN AND NOTES.

IT IS ANTICIPATED THAT THIS BUILDING WILL REMAIN OCCUPIED AT

ALL TIMES DURING CONSTRUCTION. LIFE SAFETY PROVISIONS

SHALL REMAIN IN FORCE AND SHALL BE MAINTAINED AT ALL

TIMES. LIKEWISE, COORDINATION OF CONSTRUCTION,

DELIVERIES, MANAGEMENT, SECURITY, AND SAFETY, HOURS OF

WORK, CONTROLLED ACCESS TO THE FACILITY, TRASH AND

WASTE MANAGEMENT AND OTHER ASSOCIATED PRACTICES ARE

REQUIRED AND WILL NEED COORDINATION WITH THE TENANT(S)

AND CLIENT.

TEMPORARY AND/OR DEMOLITION ITEMS, IF APPLICABLE, ARE

INDICATED AND SHOWN BY LINEWORK AND NOTES. SEE LEGENDS

AND KEYNOTES AS APPROPRIATE.

SEE SHEET A-601 FOR DOOR SCHEDULE.

0 SHEET KEYED NOTES

STANDING SEAM METAL ROOF (SSMR)

2 NOT USED.

3 RIGID INSULATION

4 INSULATED METAL WALL PANEL - R-16

5 FLASHING

6 EXISTING BUILDING FRAMING. SEE STRUCTURAL.

7 PROTECTION BOARD

8 EXISTING BRICK VENEER TO REMAIN

9 EXISTING CMU TO REMAIN

10 OVERHEAD COILING ROLL-UP DOOR TRACK SHOWN

BEYOND.

11 DEMOLISH EXISTING ANGLES. SEE STRUCTURAL DWGS.

12 DEMOLISH EXISTING LIFTING LUG.

13 DEMOLISH EXISTING EXPANSION ANCHORS.

14 EXISTING PLATE TO REMAIN. SEE STRUCTURAL DWGS.

15 EXISTING ROOF SHOWN BEYOND.

16 NOT USED.

17 THERMAL BARRIER

18 CONCRETE MASONRY UNIT (CMU)

19 BRICK VENEER

20 RIGID INSULATION, R= 20

21 SUSPENDED ACCOUSTICAL CEILING

22 DOOR. SEE DOOR SCHEDULE.

23 STEEL DOOR FRAME

24 6" BATT INSULATION

25 CONG. FLOOR SLAB

26 8" LIGHT GAUGE METAL STUDS@ 16" O.C.

27 (2) TWO LAYERS OF 5/8" GWB

28 5/8" GYP. BOARD

29 EXISTING RECESSED FLOOR SLAB

30 EXISTING RAISED ACCESS FLOOR

31 C- CHANNEL. SEE STRUCTURAL DWGS.

32 3 5/8" LIGHT GAUGE METAL STUDS@ 16" O.C.

33 EXISTING FOUNDATION

34 EXTERIOR LIGHT FIXTURE. SEE ELECTRICAL DWGS.

35 LINEAR LIGHT FIXTURE. SEE ELECTRICAL DWGS.

36 ELECTRICAL EQUIPMENT. SEE ELECTRICAL DWGS.

37 WST UNIT CLEARANCE ENVELOPE (F.10)

WSTEQUIPMENT BY OTHERS.

38 SEE STRUCTURAL FOR DEMOLITION OF STEEL

FRAME

40 AIR BARRIER. SEE DETAIL F5, SHEET A510

GRAPHIC SCALE

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SCALE: 3/8" = 1'-0"

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3/4" = 1'-0"F3

DETAIL

3/4" = 1'-0"F1

CONNECTION DETAIL

BELOW LOW ROOF

3/4" = 1'-0"C5

ROOF TO EXISTING WALL DETAIL

3/4" = 1'-0"C3

FLASHING DETAIL

3/4" = 1'-0"A1

BOT WALL DETAIL (PLAN)

3/4" = 1'-0"F5

WALL SECTION

3/4" = 1'-0"F7

SECTION WEST WALL

SHEET KEYED NOTES

1 AIR BARRIER

2 STRUCTURAL COLUMN. SEE STRUCTURAL DWGS.

3 BATT INSULATION - 6"

4 ABUSE RESISTANT GWB.

5 EXISTING BRICK VENEER

6 EXISTING CMU

7 AIR BARRIER TRANSITION

8 R-20 RIGID INSULATION

9 HORIZONTAL REINFORCING FOR CMU WALL

10 12" CONCRETE MASONSRY UNIT (CMU)

11 NEW STRUCTURAL ELEMENT. SEE STRUCTURAL

DRAWINGS FOR DETAILS.

12 STEEL BEAM.

13 METAL ROOF DECK. SEE STRUCTURAL DWGS.

14 STANDING SEAM METAL ROOF (SSMR)

15 UNDERLAYMENT - APPLIED OVER PROTECTION BOARD

16 RIGID ROOF INSULATION - R-30

17 AIR SPACE

18 BRICK VENEER

19 SEALANT

20 8" METAL STUDS @ 16" O.C.

21 SEALANT & BACKER ROD

22 NOT USED.

23 1/2" PROTECTION BOARD

24 1/2" THERMAL BARRIER

25 INSULATED METAL WALL PANEL - R-16

26 LIGHT GAUGE STEEL TRUSS

27 C- CHANNEL. SEE STRUCTURAL.

28 NOT USED.

29 8" STEEL GIRT. SEE STRUCTURAL

30 NOT USED.

31 METAL EDGE TRIM

32 NOT USED.

33 COUNTER FLASHING

34 REGLET

35 NOT USED.

36 EXISTING MASONRY CONTROL JOINT

37 METAL END FLASHING.

38 HORIZONTAL Z GIRT. SEE STRUCTURAL.

39 GUTTER SHOWN BELOW

40 DOWNSPOUT SHOWN BELOW

3/4" = 1'-0"C1

CONNECTION DETAIL

ABOVE LOW ROOF

3/4" = 1'-0"A3

HORIZONTAL SECTION

ABOVE ROOF

3/4" = 1'-0"A5

PLAN DETAIL

A. SEE SHEET A-001 FOR ABBREVIATIONS. SEE SHEET A-010 FOR

GENERAL NOTES, LEGENDS, SYMBOLS AND BUILDING

INFORMATION USED.

GENERAL SHEET NOTES

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EXTRUDED, BRONZE, ANODIZED ALUMINUM 7" EXPANSION

JOINT WITH HIDDEN FASTENERS

y y

3' - 0"

VARIES, SEE DOOR SCHEDULE

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USACE STANDARD DOOR SCHEDULE

DOOR NO. TYPE

DOOR

FIRE RATING

FRAME

SILL HARDWARE COMMENTS:

SIZE

MATERIAL FINISH TYPE MATERIAL FINISH

DETAILS

WIDTH HEIGHT THICKNESS HEAD JAMB

101C - 6' - 0" 7' - 0" 0' - 1 3/4" EXIST. EXIST. - - STL EXIST. - - - EXIST. EXISTING DOOR. CLEAN, ADJUST AND LUBRICATE HARDWARE

101D - 6' - 0" 7' - 0" 0' - 1 3/4" EXIST. EXIST. - - STL EXIST. - - - EXIST. EXISTING DOOR. CLEAN, ADJUST AND LUBRICATE HARDWARE

118C 3' - 0" 7' - 0" 0' - 1 3/4" HM EXIST. - STL EXIST. - - - EXIST. SECURE DOOR, RELOCATE, RE-INSTALL CLEAN, ADJUST AND LUBRICATE HARDWARE; STC 45

119B - 3' - 0" 7' - 0" 0' - 1 3/4" EXIST. EXIST. - - STL EXIST. - - - EXIST. EXISTING DOOR. CLEAN, ADJUST, AND LUBRICATE HARDWARE

120B - 3' - 0" 7' - 0" 0' - 1 3/4" EXIST. EXIST. - - STL EXIST. - - - EXIST. EXISTING DOOR. CLEAN, ADJUST AND LUBRICATE HARDWARE

129A - 3' - 0" 7' - 0" 0' - 1 3/4" EXIST. EXIST. - - STL EXIST. - - - EXIST. EXISTING DOOR. CLEAN, ADJUST AND LUBRICATE HARDWARE

130A - 3' - 0" 7' - 0" 0' - 1 3/4" EXIST. EXIST. - - STL EXIST. - - - EXIST. EXISTING DOOR. CLEAN, ADJUST AND LUBRICATE HARDWARE

137A - 3' - 0" 7' - 0" 0' - 1 3/4" EXIST. EXIST. - - STL EXIST. - - - EXIST. EXISTING DOOR. CLEAN, ADJUST, AND LUBRICATE HARDWARE

138A - 3' - 0" 7' - 0" 0' - 1 3/4" EXIST. EXIST. - - STL EXIST. - - - EXIST. EXISTING DOOR. CLEAN, ADJUST AND LUBRICATE HARDWARE

139A - 3' - 0" 7' - 0" 0' - 1 3/4" EXIST. EXIST. - - STL EXIST. - - - EXIST. EXISTING DOOR TO BE DEMOLISHED. SALVAGE AND REINSTALL.

139B - 3' - 0" 7' - 0" 0' - 1 3/4" EXIST. EXIST. - - STL EXIST. - - - EXIST. EXISTING DOOR TO BE DEMOLISHED. SALVAGE AND REINSTALL.

139C - 3' - 0" 7' - 0" 0' - 1 3/4" EXIST. EXIST. - - STL EXIST. - - - EXIST. REINSTALL EXISTING DOOR AND HARDWARE. CLEAN, ADJUST AND LUBRICATE HARDWARE.

140A - 3' - 0" 7' - 0" 0' - 1 3/4" EXIST. EXIST. - - STL EXIST. - - - EXIST. EXISTING DOOR. CLEAN, ADJUST AND LUBRICATE HARDWARE

141A - 3' - 0" 7' - 0" 0' - 1 3/4" EXIST. EXIST. - - STL EXIST. - - - EXIST. EXISTING DOOR. CLEAN, ADJUST AND LUBRICATE HARDWARE

142A - 3' - 0" 7' - 0" 0' - 1 3/4" EXIST. EXIST. - - STL EXIST. - - - EXIST. EXISTING DOOR. CLEAN, ADJUST AND LUBRICATE HARDWARE

143A - 3' - 0" 7' - 0" 0' - 1 3/4" EXIST. EXIST. - - STL EXIST. - - - EXIST. EXISTING DOOR. CLEAN, ADJUST AND LUBRICATE HARDWARE

144A - 3' - 0" 7' - 0" 0' - 1 3/4" EXIST. EXIST. - - STL EXIST. E8/A-501 C5/A-501 - EXIST. EXISTING DOOR. CLEAN, ADJUST AND LUBRICATE HARDWARE

145A D 13' - 4" 16' - 0" 0' - 0 1/2" STL PREFINISHED - MFR. STL - E5/A-501 C5/A-501 - SET 4 OVERHEAD MOTORIZED COLLING DOOR. SILL DETAIL A1/ A-501

145B B 3' - 0" 7' - 0" 0' - 1 3/4" HM PAINT B STL PAINT F3/A-501 C3/A-501 - SET 1 STC 45

145C - 3' - 0" 7' - 0" 0' - 1 3/4" EXIST. EXIST. - - STL EXIST. - - - EXIST. EXISTING DOOR. CLEAN, ADJUST, AND LUBRICATE HARDWARE; STC 45

146A E 6' - 0" 7' - 0" 0' - 1 3/4" EXIST. PAINT - G - - - - - SET 2 EXISTING DOOR. CLEAN, ADJUST, AND LUBRICATE HARDWARE

147A - 6' - 0" 7' - 0" 0' - 1 3/4" EXIST. EXIST. - - - - - - - EXIST. EXISTING DOOR. CLEAN, ADJUST, AND LUBRICATE HARDWARE

150A F 4' - 6" 7' - 0" 0' - 1 3/4" HM PAINT - D STL PAINT F8/A-501 C8/A-501 - SET 2 ACTIVE DOOR= 3'-0" WIDE , INACTIVE DOOR 1'-6" WIDE

150B A 3' - 0" 7' - 0" 0' - 1 3/4" HM PAINT - B STL - F8/A-501 C8/A-501 SET 3 STC 45

150C D 18' - 0" 16' - 0" 0' - 0 1/2" STL PREFINISHED - MFR. STL - E5/A-501 C5/A-501 - SET 4 OVERHEAD MOTORIZED COLLING DOOR.

150D A 3' - 0" 7' - 0" 0' - 1 3/4" HM PAINT - A STL PAINT E8/A-501 C8/A-501 SET 3 STC 45

152C D 18' - 0" 24' - 0" 0' - 0 1/2" STL PREFINISHED - MFR. STL - A4/A-520 C1/A-520 A1/A-520 SET 4 MOUNT DOOR WITHIN EXISTING OPENING. OVERHEAD MOTORIZED COILING DOOR.

152D - 6' - 0" 7' - 0" 0' - 1 3/4" EXIST. EXIST. - - STL - - - - EXIST. EXISTING DOOR. CLEAN, ADJUST, AND LUBRICATE HARDWARE

152F - 6' - 4" 7' - 0" 0' - 1 3/4" EXIST. PAINT - - STL - - - - EXIST. EXISTING DOOR. CLEAN, ADJUST, AND LUBRICATE HARDWARE

152H - 3' - 0" 7' - 0" 0' - 1 3/4" EXIST. PAINT - - STL - - - - EXIST. EXISTING ACCESS CONTROL DOOR. CLEAN, AJDUST, AND LUBRICATE HARDWARE

152I - 6' - 0" 7' - 0" 0' - 1 3/4" EXIST. PAINT - - STL - - - - EXIST. EXISTING DOOR. CLEAN, ADJUST AND LUBRICATE HARDWARE

152J - 6' - 0" 7' - 0" 0' - 1 3/4" EXIST. PAINT - - STL - - - - EXIST. EXISTING DOOR. CLEAN, ADJUST AND LUBRICATE HARDWARE

152K - 3' - 0" 7' - 0" 0' - 1 3/4" EXIST. PAINT - - STL - - - - EXIST. EXISTING ACCESS CONTROL DOOR. CLEAN, AJDUST, AND LUBRICATE HARDWARE

152L - 6' - 0" 7' - 0" 0' - 1 3/4" EXIST. PAINT - - STL - - - - EXIST. EXISTING DOOR. CLEAN, ADJUST, AND LUBRICATE HARDWARE

152M D 18' - 0" 24' - 0" 0' - 0 1/2" STL PREFINISHED - MFR. STL - A4/A-520 C1/A-520 A1/A-520 SET 4 MOUNT DOOR WITHIN EXISTING OPENING. OVERHEAD MOTORIZED COILING DOOR. NRP

152N - 6' - 0" 7' - 0" 0' - 1 3/4" EXIST. PAINT - - - - - - - EXIST. EXISITING DOOR. CLEAN, ADJUST AND LUBRICATE HARDWARE

A. REMOVATION WORK HAS LIMITED SCOPE. NOT ALL DOORS ARE

INCLUDED. DOOR SCHEDULE ONLY INCLUDES AFFECTED

DOORS.

B. EXISTING DOORS TO BE DEMOLISHED ARE INDICATED WITH

DIRECTIONS ON SALVAGE AND RE-USE.

GENERAL SHEET NOTES

TYPE B TYPE A TYPE C

1/4" = 1'-0"A5

TYPE D

TYPE B TYPE A TYPE C

1/4" = 1' - 0"

DOOR FRAME ELEVATIONS

A1

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M E

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TYPE D TYPE E TYPE F

TYPE D

TYPE E TYPE F

1/4" = 1' - 0"

DOOR ELEVATIONS

B1

- NOT USED -

- NOT USED -

SEE A5/ A-601

SEE A5/ A-601

TYPE D DOOR ELEVATION

DOORS 152C & 152M

INSULATED METAL WALL

PANELS. SEE SHEET A-520.

DOORS 152C &

152M

FACE OF O.H.

DOOR SHROUD.

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NOT TO SCALE

1-HOUR FIRE RATE UL 914

TYPE C

NOT TO SCALE

TYPE A GENERAL USE

METAL "C" 3 5/8" 16 GA STUDS @ 16" O.C.

5/8" GWB

5/8" GWB

3 1/2" SOUND ATTENUATION MATERIAL

NOT TO SCALE

TYPE B SECURE

METAL "C" 3 5/8" 16 GA STUDS @ 16" O.C.

DOUBLE 5/8" GWB

CONTROLLED SIDE

INSULATION WHERE

SCHEDULED

5/8" GWB

C O

N T

R O

L L E

D S

ID

E

(2) LAYERS 5/8" GWB

CONTROLLED SIDE

U N

C O

N T

R O

L L E

D S

ID

E

3 1/2" SOUND ATTENUATION MATERIAL

8" FIRE RATED CMU

-A

EXISTING CONSTRUCTION

NEW MASONRY INFILL

4' - 0" EXISTING CONSTRUCTION

44 56 7

S M

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

T A

S K

O R

D E

R 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 S

H E

E T

L A

K E

S

ID

E C

E N

T R

E W

A Y

S U

IT

E

K N

O X

V

IL

L E

T

N

N E

W Y

O R

K D

IS

T

R

IC

T F

E D

E R

A L

P L

A Z

A N

E W

Y O

R K

N

Y

K C

A

B E

D D

O W

N M

C G

U

IR

E A

F B

B U

R L

IN

G T

O N

C O

U N

T Y

N

E W

J E

R S

E Y

S C

A L E

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A-602

J

B A

U D

R Y

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IN

G

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G

IN

S

C

S A

N G

E R

H A

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FOR CONSTRUCTION

A R

C H

IT

E

C T

U R

A L

P A

R T

IT

IO

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Y P

E S

1" = 1'-0"

PARTITION TYPES

1 1/2" = 1'-0"B1

MASONRY INFILL DETAIL

GENERAL SHEET NOTES

SHEET KEYED NOTES

1 GWB TO MATCH EXISTING THICKNESS

2 BRICK VENEER. MATCH EXISTING.

3 MAINTAIN AT LEAST 1/2" AIR GAP

4 BLEND WALL FINISH ACROSS EXISTING

5 1/2" PLWOOD

6 2 1/2" METAL STUDS @ 16" O.C.

7 6" MTL STUDS @ 16" O.C.

8 RIGID INSULATION TO MATCH EXISTING THICKNESS.

9 MORTAR JOINT

A. SEE SHEET A-001 FOR ABBREVIATIONS. SEE SHEET A-002 FOR

GENERAL NOTES, LEGENDS, SYMBOLS AND BUILDING

INFORMATION USED.

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MIN. STC = 45 MIN. STC = 45

0- -tr I

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