For Sale or Lease:

AVAILABILITY: Two Story +/- 36,000 SF

POSSESSION: Immediate

RENT: Negotiable

TERM: Negotiable

600 Albany Post RoadBriarcliff Manor, New York

Hernan ProhaszkaVice President203.869.9001 x 343hprohaszka@lpc.com

For further information:

LPCNYTRI-STATE.com

BUILDING INFORMATION:

• Data Center / Flex-Industrial / Office

• 9.4 acres - Potential Land-Play in Affluent Neighborhood

Overlooking Sleepy Hollow Country Club

• 2,000 KW Backup Generator 2.2 MW of electricity capacity

expandable to 4.25 MW

• Redundant infrastructure

• Dock-high loading

• Metro Networks - BestWeb, Ion, Lightower

Thomas AshforthSenior Vice President203.869.9001 x 320tashforth@lpc.com

Hernan Prohaszka203.869.9001 x 343hprohaszka@lpc.com

Tom Ashforth203.869.9001 x 320tashforth@lpc.com

For leasing information:

LPCNYTRI-STATE.com

Location Overview600 Albany Post Road, Briarcliff Manor, NY

• Close proximity to major highways off U.S. Route 9 (I-287/Tappan Zee Bridge/ Taconic/Saw Mill/87/Sprain)

• Within 1 mile of train station

• Close proximity to $1 billion mixed-use development Edge-on-Hudson

• 1 mile north of Regeneron campus

• Across street from Sleepy Hollow Country Club

• Bucolic setting on 9.42 acres

Loading Dock

Notes

© 2016 HERE

2500 feet 1 km

¶

Hernan Prohaszka203.869.9001 x 343hprohaszka@lpc.com

Tom Ashforth203.869.9001 x 320tashforth@lpc.com

For leasing information:

LPCNYTRI-STATE.com

Additional Photos600 Albany Post Road, Briarcliff Manor, NY

Hernan Prohaszka203.869.9001 x 343hprohaszka@lpc.com

Tom Ashforth203.869.9001 x 320tashforth@lpc.com

For leasing information:

LPCNYTRI-STATE.com

Floor Plans600 Albany Post Road, Briarcliff Manor, NY

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NEW PARTITION

EXISTING PARTITION

DEMOLISHED PARTITION

PARTITION SYMBOLS

WHEN RATED (1 HR.) = U.L. DESIGN NO. U419

5/8" GYP BD. EA. SIDE

7 1/4"

6" METAL STUDS @16" O.C.(TYP.)

PLANN

N

DATEJOB

SHEET

Key Plan

1 Glenlake Parkway, Suite 525Atlanta, GA 30328

Contact: James R. Bailey, Jr.Phone: 404.239.7143

Email: JBailey@T5DataCenters.com

ISSU

E N

O.

REV

NO

. ISSUES / REVISIONS DESCRIPTION DATE

SEAL

2/6/

2014

8:2

3:06

AM

A00-01

DEMOLITION PLAN- GROUND FLOOR

T5@

NY

02.04.1413399.0000

02.04.2014

A00

-01

DEM

OLI

TIO

N P

LAN

- G

RO

UN

D F

LOO

R

600

ALBA

NY

POST

RD

.BR

IAR

CLI

FF M

ANO

R, N

Y 10

510

CORGAN ASSOCIATESARCHITECTS PC

350 Fifth AvenueSuite 5401

New York, NY 10118T: 212.490.2930 F: 212.490.3052

1 ISSUE FOR CONSTRUCTION 02.04.2014

C O R G A N

1/8" = 1'-0"1 DEMO FLOOR PLAN - GROUND FLOOR

GENERAL DEMOLITION NOTES24 G.C. IS RESPONSIBLE FOR A PRE-PUNCH LIST. (ID: BEFORE DEMOLTION BEGINS.) THE

PURPOSE OF THE PRE-PUNCH LIST IS TO DOCUMENT THE CONDITION OF ALL EXISTING TOREMAIN ITEMS INCLUDING PERIMETER RADIATORS.

25 G.C. TO COORDINATE MODIFICATIONS TO EXISTING FIRE SPRINKLER SYSTEM. G.C. MUSTMAINTAIN SYSTEM THROUGHOUT DEMOLITION. G.C. MUST NOTIFY BUILDING BUILDINGMANAGER, OCCUPANTS AND AUTHORITY HAVING JURISDICTION OF ANY PLANNEDINTERUPTIONS.

26 G.C. TO RETAIN ALL REQUIRED EGRESS ROUTES FOR ENTIRE BUILDING.27 EXISTING BUILDING FIRE ALARM SHALL REMAIN IN OPERATION DURING DEMOLITION.28 G.C. TO RETAIN ALL ELECTRICAL, MECHANICAL, AND PLUMBING SERVICE TO ALL PORTIONS

OF THE BUILDING OUTSIDE SCOPE OF WORK.29 G.C. IS RESPONSIBLE FOR THE PROTECTION OF ALL ITEMS TO REMAIN THROUGH THE ENTIRE

COURSE OF DEMOLITION AND CONSTRUCTION (INCLUDING, BUT NOT LIMITED TO,PARTITIONS, FINISHES, DOORS, FRAMES, HARDWARE AND ELECTRICAL CIRCUITRY).CONTRACTOR SHALL REPAIR AND/OR REPLACE ANY DAMGE WHICH MIGHT OCCUR.

30 G.C. TO PROTECT EXISTING STRUCTURE FROM DAMAGE DURING DEMOLITION, PROVDEBRACING AND PROTECTION OF EXISTING ELEMENTS AS REQUIRED.

31 G.C. TO BE RESPONSIBLE FOR THE PROPER MAINTENANCE OF ALL ITEMS SCHEDULED TO BESALVAGED AND RETURNED TO THE OWNER AND/OR ITEMS SCHEDULED TO BE REMOVED ANDSTORED FOR REINSTALLATION. ALL SUCH ITEMS SHALL BE REMOVED AND HANDLED IN SUCHA MANNER AS TO MAINTAIN PROPER WORKING ORDER. PROTECT SALVAGED ITEMS TOENSURE REUSE IN SAME CONDITION AS AT TIME OF SALVAGE.

32 ALL GENERAL NOTES SHALL APPLY UNLESS SPECIFICALLY NOTED OTHERWISE ONDRAWINGS.

33 SLAB UNDER DEMOLISHED EXISTING PARTITIONS SHALL BE SCRAPED, SMOOTHED ANDCLEANED OUT TO PROVIDE LEVEL AND SMOOTH CONDITION FOR INSTALLATION OF NEWFLOORING MATERIAL.

34 ELECTRICAL OUTLETS LOCATED ON PARTITIONS TO BE DEMOLISHED ARE TO BE REMOVEDINCLUDING CONDUIT AND WIRING BACK TO THEIR RESPECTIVE ELECTRICAL PANELS.

35 REMOVE ALL EXISTING PLUMBING IN DEMOLISHED PARTITIONS AND MILLWORK BACK TO MAINLINES OR NEAREST EXISTING PARTITIONS TO REMAIN. CUT AND CAP TIGHT TO PARTITION.

36 EXPANSION JOINTS AT FLOOR, PATITIONS AND CEILINGS TO REMAIN, U.N.O.37 REMOVE ALL ABANDONED WIRING AND CABLING ABOVE CEILING AND BELOW RAISED ACCESS

FLOORING AS REQUIRED. COORDINATE WITH OWNER'S IT VENDOR.38 FOR ALL EXISTING CONSTRUCTION, G.C. SHALL MAKE ALL NECESSARY REMOVALS AND

PATCH, LAMINATE, OR RE-FURR AS NECESSARY ANY DAMAGED PARTITIONS TO REMAIN, INORDER TO PROVIDE SMOOTH MONOLITHIC SURFACE FOR NEW FINISHES. CONTRACTORSHALL PROVIDE PATCHING AS REQUIRED IN ORDER TO INSTALL NEWPOWER/COMMUNICATION RECEPTACLES.

39 ALL M.E.P. HOUSEKEEPING PADS UNDER EQUIPMENT TO REMAIN. REMOVE CONDUCTORSAND CAP CONDUIT IN A NEAT AND CONSISTENT MANOR.

40 SALVAGE ALL FIRE EXTINGUISHERS, FIRE EXTINGUISHER CABINETS, AND FIRE EXTINGUISHERBRACKETS FOR RE-USE. VERIFY ALL FIRE EXTINGUISHERS MEET CODE AND ARE IN WORKINGORDER. ANY EXTRA FIRE EXTINGUISHERS AND FIRE EXTINGUISHER BRACKETS TO BERETURNED TO ATTIC STOCK.

41 DEMOLITION DRAWINGS SHALL BE USED FOR REPRESENTATION OF THE EXTENT OFDEMOLITION WORK. THESE DRAWINGS REPRESENT THE EXISTING CONDITIONS TO THE BESTOF THE ARCHITECT'S KNOWLEDGE BASED ON AVAILABLE RECORD DRAWINGS. THEDEMOLITION CONTRACTOR SHALL VISIT AND REVIEW THE SITE AND PREPARE THEIR OWNINVENTORY OF THE WORK TO BE DEMOLISHED PRIOR TO BID SUBMISSION AND PRIOR TO THEEXECUTION OF ANY WORK ON THIS PROJECT.

42 CAP, SECURE AND SEAL ANY OPENING IN EXTERIOR WALLS CAUSED AS A RESULT OF MEPDEMOLITION

GENERAL DEMOLITION NOTES

1 ALL DEMOLITION SHALL CONFORM TO ALL LOCAL AND APPLICABLE JURISDICTIONSSTANDARDS AND ORDINANCES, CITY AND FEDERAL CODES AND CONTRACTORS SHALLEXECUTE THE WORK ONLY WHICH IS IN CONFORMANCE

2 G.C. SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO START OF ANY DEMOLITION,SALVAGING, CONSTRUCTION, ETC., AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIESIMMEDIATELY AND PRIOR TO COMMENCEMENT OF WORK

3 G.C. TO COORDINATE ALL PHASES OF DEMOLITION FOR PROJECT AND NOTIFY THEARCHITECT OF ANY DISCREPANCIES OR CONFLICTING CONDITIONS, WHICH WOULDINTERFERE WITH THE SATISFACTORY COMPLETION OF THE WORK, PRIOR TO THE START OFDEMOLITION.

4 AUTHORIZATION FROM OWNER AND APPLICABLE JURISDICTIONS, AGENCIES, COMPANIES,ETC., SHALL BE OBTAINED BY CONTRACTOR PRIOR TO INITIATION OF DEMOLITION WORK ANDPRIOR TO SHUTTING OFF, CAPPING, RELOCATING AND CONTINUING ANY EXISTING SERVICESAND OR UTILITIES

5 ANY AND ALL SUSPECTED HAZARDOUS MATERIALS SUCH AS LEAD PAINT, ASBESTOS OROTHER TOXIC MATERIALS DISCOVERED DURING DEMOLITION AND CONSTRUCTION OF NEWWORK MUST BE REPORTED IMMEDIATELY TO THE OWNER FOR ACTION AND ABATEMENTPROCESS AS DIRECTED BY THE OWNER

6 REMOVE ALL EXISTING NON-LOADBEARING WALLS, FINISHES AND CEIILNGS THROUGHOUT ASINDICATED BY DASHED LINES. ALL WALLS ARE TO BE DEMOLISHED EXCEPT FOR THOSENOTED AS EXISTING TO REMAIN.

10 PROTECT AND SEAL ALL WINDOW VENTILATORS DURING DEMOLITION AND CONSTRUCTION.12 DO NOT REMOVE ANY BUILDING CLASS "E" FIRE PROTECTION SIGNALS OR EQUIPMENT, U.N.O.

PROTECT AS REQUIRED FOR DURATION OF JOB.14 G.C. IS TO REMOVE ALL EXISTING FLOORING, UNDERLAYMENT, MASTICS/ADHESIVES, TACK

STRIPS, AND VINYL BASE, U.N.O. PATCH AND PREPARE EXISTING SLAB15 AFTER DEMOLITION OF PARTITIONS, PATCH/ADD NEW STUDS AND FURRING TO ALL COLUMN

FURR OUTS AS REQUIRED TO INFILL AREAS WHERE ADJACENT DEMOLISHED PARTITIONSAND/OR PRIOR DAMAGE EXISTED. PAINT NEW DRYWALL TO MATCH EXISTING COLUMNFURROUTS.

16 COORDINATE THE REMOVAL OF ALL MECHANICAL GEAR U.N.O AND ALL RELATEDPIPING/ELECTRICAL ITEMS WITH G.C.

17 EXISTING TELEPHONE PANEL AND ALL RELATED ITEMS TO BE REMOVED/ RELOCATED. REFERTO ENGINEER'S DWGS. FOR SPECS AND LOCATIONS.

18 EXISTING ELECTRICAL PANEL TO BE REMOVED/RELOCATED. REFER TO ENGINEERINGDRAWINGS FOR SPECIFICATIONS AND LOCATIONS.

20 EXISTING LIGHT FIXTURES TO BE REMOVED AS INDICATED. PROVIDE TEMPORARY POWERAND LIGHTING THROUGHOUT COURSE OF JOB. PAINT ENTIRE UNDERSIDE OF DECKING ANDSTRUCTURAL FRAMING ON BOTH FLOORS WITH DRY FOG FINISH - REF. 09 91 23

21 REMOVE ALL HUNG CEILING TILES AND Z-BARS. LEAVE ALL BLACK IRON AND HANGERS.22 G.C. TO FURNISH LABOR AND MATERIAL TO COMPLETE DEMOLITION AND REMOVAL OF ITEMS

AS INDICATED ON ARCHITECT'S DRAWINGS. DEMOLITION DOCUMENTATION IS FOR GUIDANCEONLY. ANY ADDITIONAL DEMOLITION WORK REQUIRED TO FULLY COMPLETE NEW ORREMODEL/RENOVATION WORK BUT NOT OTHERWISE SHOWN OR DESCRIBED IN THEDEMOLITION DRAWINGS SHALL BE CONSIDERED PART OF THE CONTRACT

23 PROVIDE STRUCTURAL SUPPORT FOR ALL EXISTING CONSTRUCTION WHERE DEMOLITIONHAS OCCURRED. CEASE OPERATIONS IMMEDIATELY IF STRUCTURE APPEARS TO BE INDANGER AND NOTIFY ARCHITECT. DO NOT RESUME OPERATIONS UNTIL DIRECTED.

DEMOLITION KEYNOTE LEGEND1 EXISTING PARTITION TO REMAIN2 EXISTING MASONRY WALL AND FURRING TO REMAIN3 EXISTING STOREFRONT TO REMAIN4 EXISTING DOOR, FRAME, AND HARDWARE TO REMAIN5 REMOVE EXISTING DUCT AND CHASE WALLS. PROVIDE NEW SLAB TO INFILL VOID. REF. STRUCT.

DRAWING6 EXISTING STAIR, PERIMETER RAILING AND PARTITION TO REMAIN7 REMOVE PEDESTAL, STRINGER, AND ACCESS FLOORING. REMOVE ANY ADHESIVE FROM FLOOR SLAB.

PATCH/FILL ANY HOLES IN SLAB. REMOVE ANY ASSOCIATED GROUNDING EQUIPMENT8 REMOVE EXISTING RAMP9 EXISTING FENCE TO REMAIN10 EXISTING TRANSFORMER PAD, 8 INCH CONTAINMENT CURB AND GENERATOR PAD TO REMAIN11 EXISTING STAIR TO REMAIN12 G.C. TO REMOVE ALL STUDS, FLOOR AND CEILING TRACKS, GYPSUM BOARD, FASTENERS13 G.C. TO REMOVE EXISTING DOOR, FRAME, AND HARDWARE14 EXISTING FUEL MONITORING/LEAK DETECTION EQUIPMENT, ASSOCIATED POWER AND IT AND

PURNITURE TO REMAIN IN ROOM15 EXISTING LOUVER TO REMAIN

REFER MEPDRAWINGS FOR

EXISTINGELECTRICAL ANDNEW ELECTRICAL

EQUIPMENT NOTES

REFER MEPDRAWINGS FOR

EXISTINGELECTRICAL ANDNEW ELECTRICAL

EQUIPMENT NOTES

SCALE:

3" = 1'-0" 2P-11 PARTITION TYPE

GROUND FLOOR

2/ A05-01

J H G F E D C B A

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LIMITS OF DEMOLITION

LIMITS OF DEMOLITION

P11

P11 ALIGN

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7INFILL NEW SLABAND DECKING ATEXISTING CHASE.REF. STRUCT. FORNEW SLAB DETAIL.

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WHEN RATED (1 HR.) = U.L. DESIGN NO. U419

5/8" GYP BD. EA. SIDE

7 1/4"

6" METAL STUDS @16" O.C.(TYP.)

ALL PARTITIONS TO DECK U.N.O

NEW PARTITION

EXISTING PARTITION

DEMOLISHED PARTITION

PARTITION SYMBOLS

SUSPENDED CEILINGAS SCHEDULED.

PARTITION ASSCHEDULED. EXTENDTO UNDERSIDE OFSTRUCTURAL DECK.

CEILING HT. SHOULDNOT EXCEED MAX.UNBRACED STUDHEIGHT.

6"

0' M

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B

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C

E

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S

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N

CH STUDS24" ON CENTER SPACING

1'

2'

3'

4'

5'

6'

7'

8'

9'

10'

11'

12'

13'

14'

15'

212C

H20

20

GA

400C

H20

20

GA

600C

H20

20

GA

158S

T25

25 G

A

STANDARD STUDS24" ON CENTER SPACING

158S

T20

20 G

A

212S

T25

25 G

A

212S

T20

20 G

A

1-5/8"STUDS

STANDARD STUDS16" ON CENTER SPACING

2-1/2"STUDS

4"STUDS

6"STUDS

0'M

A

X

I

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U

M

U

N

B

R

A

C

E

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6'

7'

8'

9'

10'

11'

12'

13'

14'

15'

INTERIOR PARTITION METAL STUD SPAN CHARTThis data is based on ASTM C-754-00 STANDARD SPECIFICATION FOR INSTALLATION OF STEEL FRAMING MEMBERS TO RECEIVE SCREW-ATTACHED

GYPSUM PRODUCTS for the purpose of limiting the heights of unbraced partitions. The use of this data is set to Maximum height standard for such partitions.(Calculated at 5 PSF Lateral Load and L/240 Deflection and one layer of 5/8" Gypsum Board each side of stud.)

FOR UNBRACED SPANS GREATER THAN 15' CONSULT ARCHITECT.

1. Maximum Unbraced Span is defined as the total distance between the top of finished floor and the underside of structural deck orappropriate lateral brace. See lateral bracing diagram.

2. These spans are calculated for one layer of gypsum board on each side of a metal stud partition. These Maximum Unbraced Spans mustbe reduced by 2'-0" if only one side of 5/8" gypsum board is used.

3. Suspended ceilings of any kind are not to be considered appropriate lateral bracing for any partition construction and shall reduce themeasurement of unbraced span.

4. In no case shall the Maximum Unbraced Spans exceed the requirements of ASTM C-754.

NOTES:

2-1/2"C-H

4"C-H

6"C-H

3-5/8"STUDS

1-5/8"STUDS

2-1/2"STUDS

4"STUDS

6"STUDS

3-5/8"STUDS

358S

T25

25 G

A

358S

T20

20 G

A

400S

T25

25 G

A

400S

T20

20 G

A

600S

T25

25 G

A

600S

T20

20 G

A

158S

T25

25 G

A

158S

T20

20 G

A

212S

T25

25 G

A

212S

T20

20 G

A

358S

T25

25 G

A

358S

T20

20 G

A

400S

T25

25 G

A

400S

T20

20 G

A

600S

T25

25 G

A

600S

T20

20 G

A

3-5/8" MTL. STUD BRACING@45° (TYP.) SECURED TOSTRUCTURAL DECK.BRACING @4'-0" O.C.STAGGERED EA. SIDE.

PARTITION ASSCHEDULED. EXTENDABOVE CEILING.

PARTITION ASSCHEDULED. TOUNDERSIDE OFCEILING.

1. WALL STUD FRAMING AND GYP BOARD (BOTH SIDES) ON FULL HEIGHT WALLS TOEXTEND TO UNDERSIDE OF STRUCTURAL DECK.

2. PROVIDE PARTITION BRACING AT ALL ASSEMBLIES OVER 15'-0" IN HEIGHT, U.N.O.

ROOF / FLOOR STRUCTUREAS SPECIFIED

PARTITION TYPE NOTES

INTERIOR PARTITION METAL STUD SPAN CHART FORBRACING

TYPICAL PARTITION HEIGHTS & BRACING

PLANN

N

DATEJOB

SHEET

Key Plan

1 Glenlake Parkway, Suite 525Atlanta, GA 30328

Contact: James R. Bailey, Jr.Phone: 404.239.7143

Email: JBailey@T5DataCenters.com

ISSU

E N

O.

REV

NO

. ISSUES / REVISIONS DESCRIPTION DATE

SEAL

2/6/

2014

8:2

3:07

AM

A00-02

DEMOLITION PLAN- FIRST FLOOR

T5@

NY

02.04.1413399.0000

02.04.2014

A00

-02

DEM

OLI

TIO

N P

LAN

- FI

RST

FLO

OR

600

ALBA

NY

POST

RD

.BR

IAR

CLI

FF M

ANO

R, N

Y 10

510

CORGAN ASSOCIATESARCHITECTS PC

350 Fifth AvenueSuite 5401

New York, NY 10118T: 212.490.2930 F: 212.490.3052

1 ISSUE FOR CONSTRUCTION 02.04.2014

C O R G A N

1/8" = 1'-0"1 DEMO FLOOR PLAN - FIRST FLOOR

GENERAL DEMOLITION NOTES24 G.C. IS RESPONSIBLE FOR A PRE-PUNCH LIST. (ID: BEFORE DEMOLTION BEGINS.) THE

PURPOSE OF THE PRE-PUNCH LIST IS TO DOCUMENT THE CONDITION OF ALL EXISTING TOREMAIN ITEMS INCLUDING PERIMETER RADIATORS.

25 G.C. TO COORDINATE MODIFICATIONS TO EXISTING FIRE SPRINKLER SYSTEM. G.C. MUSTMAINTAIN SYSTEM THROUGHOUT DEMOLITION. G.C. MUST NOTIFY BUILDING BUILDINGMANAGER, OCCUPANTS AND AUTHORITY HAVING JURISDICTION OF ANY PLANNEDINTERUPTIONS.

26 G.C. TO RETAIN ALL REQUIRED EGRESS ROUTES FOR ENTIRE BUILDING.27 EXISTING BUILDING FIRE ALARM SHALL REMAIN IN OPERATION DURING DEMOLITION.28 G.C. TO RETAIN ALL ELECTRICAL, MECHANICAL, AND PLUMBING SERVICE TO ALL PORTIONS

OF THE BUILDING OUTSIDE SCOPE OF WORK.29 G.C. IS RESPONSIBLE FOR THE PROTECTION OF ALL ITEMS TO REMAIN THROUGH THE ENTIRE

COURSE OF DEMOLITION AND CONSTRUCTION (INCLUDING, BUT NOT LIMITED TO,PARTITIONS, FINISHES, DOORS, FRAMES, HARDWARE AND ELECTRICAL CIRCUITRY).CONTRACTOR SHALL REPAIR AND/OR REPLACE ANY DAMGE WHICH MIGHT OCCUR.

30 G.C. TO PROTECT EXISTING STRUCTURE FROM DAMAGE DURING DEMOLITION, PROVDEBRACING AND PROTECTION OF EXISTING ELEMENTS AS REQUIRED.

31 G.C. TO BE RESPONSIBLE FOR THE PROPER MAINTENANCE OF ALL ITEMS SCHEDULED TO BESALVAGED AND RETURNED TO THE OWNER AND/OR ITEMS SCHEDULED TO BE REMOVED ANDSTORED FOR REINSTALLATION. ALL SUCH ITEMS SHALL BE REMOVED AND HANDLED IN SUCHA MANNER AS TO MAINTAIN PROPER WORKING ORDER. PROTECT SALVAGED ITEMS TOENSURE REUSE IN SAME CONDITION AS AT TIME OF SALVAGE.

32 ALL GENERAL NOTES SHALL APPLY UNLESS SPECIFICALLY NOTED OTHERWISE ONDRAWINGS.

33 SLAB UNDER DEMOLISHED EXISTING PARTITIONS SHALL BE SCRAPED, SMOOTHED ANDCLEANED OUT TO PROVIDE LEVEL AND SMOOTH CONDITION FOR INSTALLATION OF NEWFLOORING MATERIAL.

34 ELECTRICAL OUTLETS LOCATED ON PARTITIONS TO BE DEMOLISHED ARE TO BE REMOVEDINCLUDING CONDUIT AND WIRING BACK TO THEIR RESPECTIVE ELECTRICAL PANELS.

35 REMOVE ALL EXISTING PLUMBING IN DEMOLISHED PARTITIONS AND MILLWORK BACK TO MAINLINES OR NEAREST EXISTING PARTITIONS TO REMAIN. CUT AND CAP TIGHT TO PARTITION.

36 EXPANSION JOINTS AT FLOOR, PATITIONS AND CEILINGS TO REMAIN, U.N.O.37 REMOVE ALL ABANDONED WIRING AND CABLING ABOVE CEILING AND BELOW RAISED ACCESS

FLOORING AS REQUIRED. COORDINATE WITH OWNER'S IT VENDOR.38 FOR ALL EXISTING CONSTRUCTION, G.C. SHALL MAKE ALL NECESSARY REMOVALS AND

PATCH, LAMINATE, OR RE-FURR AS NECESSARY ANY DAMAGED PARTITIONS TO REMAIN, INORDER TO PROVIDE SMOOTH MONOLITHIC SURFACE FOR NEW FINISHES. CONTRACTORSHALL PROVIDE PATCHING AS REQUIRED IN ORDER TO INSTALL NEWPOWER/COMMUNICATION RECEPTACLES.

39 ALL M.E.P. HOUSEKEEPING PADS UNDER EQUIPMENT TO REMAIN. REMOVE CONDUCTORSAND CAP CONDUIT IN A NEAT AND CONSISTENT MANOR.

40 SALVAGE ALL FIRE EXTINGUISHERS, FIRE EXTINGUISHER CABINETS, AND FIRE EXTINGUISHERBRACKETS FOR RE-USE. VERIFY ALL FIRE EXTINGUISHERS MEET CODE AND ARE IN WORKINGORDER. ANY EXTRA FIRE EXTINGUISHERS AND FIRE EXTINGUISHER BRACKETS TO BERETURNED TO ATTIC STOCK.

41 DEMOLITION DRAWINGS SHALL BE USED FOR REPRESENTATION OF THE EXTENT OFDEMOLITION WORK. THESE DRAWINGS REPRESENT THE EXISTING CONDITIONS TO THE BESTOF THE ARCHITECT'S KNOWLEDGE BASED ON AVAILABLE RECORD DRAWINGS. THEDEMOLITION CONTRACTOR SHALL VISIT AND REVIEW THE SITE AND PREPARE THEIR OWNINVENTORY OF THE WORK TO BE DEMOLISHED PRIOR TO BID SUBMISSION AND PRIOR TO THEEXECUTION OF ANY WORK ON THIS PROJECT.

42 CAP, SECURE AND SEAL ANY OPENING IN EXTERIOR WALLS CAUSED AS A RESULT OF MEPDEMOLITION

GENERAL DEMOLITION NOTES

1 ALL DEMOLITION SHALL CONFORM TO ALL LOCAL AND APPLICABLE JURISDICTIONSSTANDARDS AND ORDINANCES, CITY AND FEDERAL CODES AND CONTRACTORS SHALLEXECUTE THE WORK ONLY WHICH IS IN CONFORMANCE

2 G.C. SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO START OF ANY DEMOLITION,SALVAGING, CONSTRUCTION, ETC., AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIESIMMEDIATELY AND PRIOR TO COMMENCEMENT OF WORK

3 G.C. TO COORDINATE ALL PHASES OF DEMOLITION FOR PROJECT AND NOTIFY THEARCHITECT OF ANY DISCREPANCIES OR CONFLICTING CONDITIONS, WHICH WOULDINTERFERE WITH THE SATISFACTORY COMPLETION OF THE WORK, PRIOR TO THE START OFDEMOLITION.

4 AUTHORIZATION FROM OWNER AND APPLICABLE JURISDICTIONS, AGENCIES, COMPANIES,ETC., SHALL BE OBTAINED BY CONTRACTOR PRIOR TO INITIATION OF DEMOLITION WORK ANDPRIOR TO SHUTTING OFF, CAPPING, RELOCATING AND CONTINUING ANY EXISTING SERVICESAND OR UTILITIES

5 ANY AND ALL SUSPECTED HAZARDOUS MATERIALS SUCH AS LEAD PAINT, ASBESTOS OROTHER TOXIC MATERIALS DISCOVERED DURING DEMOLITION AND CONSTRUCTION OF NEWWORK MUST BE REPORTED IMMEDIATELY TO THE OWNER FOR ACTION AND ABATEMENTPROCESS AS DIRECTED BY THE OWNER

6 REMOVE ALL EXISTING NON-LOADBEARING WALLS, FINISHES AND CEIILNGS THROUGHOUT ASINDICATED BY DASHED LINES. ALL WALLS ARE TO BE DEMOLISHED EXCEPT FOR THOSENOTED AS EXISTING TO REMAIN.

10 PROTECT AND SEAL ALL WINDOW VENTILATORS DURING DEMOLITION AND CONSTRUCTION.12 DO NOT REMOVE ANY BUILDING CLASS "E" FIRE PROTECTION SIGNALS OR EQUIPMENT, U.N.O.

PROTECT AS REQUIRED FOR DURATION OF JOB.14 G.C. IS TO REMOVE ALL EXISTING FLOORING, UNDERLAYMENT, MASTICS/ADHESIVES, TACK

STRIPS, AND VINYL BASE, U.N.O. PATCH AND PREPARE EXISTING SLAB15 AFTER DEMOLITION OF PARTITIONS, PATCH/ADD NEW STUDS AND FURRING TO ALL COLUMN

FURR OUTS AS REQUIRED TO INFILL AREAS WHERE ADJACENT DEMOLISHED PARTITIONSAND/OR PRIOR DAMAGE EXISTED. PAINT NEW DRYWALL TO MATCH EXISTING COLUMNFURROUTS.

16 COORDINATE THE REMOVAL OF ALL MECHANICAL GEAR U.N.O AND ALL RELATEDPIPING/ELECTRICAL ITEMS WITH G.C.

17 EXISTING TELEPHONE PANEL AND ALL RELATED ITEMS TO BE REMOVED/ RELOCATED. REFERTO ENGINEER'S DWGS. FOR SPECS AND LOCATIONS.

18 EXISTING ELECTRICAL PANEL TO BE REMOVED/RELOCATED. REFER TO ENGINEERINGDRAWINGS FOR SPECIFICATIONS AND LOCATIONS.

20 EXISTING LIGHT FIXTURES TO BE REMOVED AS INDICATED. PROVIDE TEMPORARY POWERAND LIGHTING THROUGHOUT COURSE OF JOB. PAINT ENTIRE UNDERSIDE OF DECKING ANDSTRUCTURAL FRAMING ON BOTH FLOORS WITH DRY FOG FINISH - REF. 09 91 23

21 REMOVE ALL HUNG CEILING TILES AND Z-BARS. LEAVE ALL BLACK IRON AND HANGERS.22 G.C. TO FURNISH LABOR AND MATERIAL TO COMPLETE DEMOLITION AND REMOVAL OF ITEMS

AS INDICATED ON ARCHITECT'S DRAWINGS. DEMOLITION DOCUMENTATION IS FOR GUIDANCEONLY. ANY ADDITIONAL DEMOLITION WORK REQUIRED TO FULLY COMPLETE NEW ORREMODEL/RENOVATION WORK BUT NOT OTHERWISE SHOWN OR DESCRIBED IN THEDEMOLITION DRAWINGS SHALL BE CONSIDERED PART OF THE CONTRACT

23 PROVIDE STRUCTURAL SUPPORT FOR ALL EXISTING CONSTRUCTION WHERE DEMOLITIONHAS OCCURRED. CEASE OPERATIONS IMMEDIATELY IF STRUCTURE APPEARS TO BE INDANGER AND NOTIFY ARCHITECT. DO NOT RESUME OPERATIONS UNTIL DIRECTED.

DEMOLITION KEYNOTE LEGEND1 EXISTING PARTITION TO REMAIN2 EXISTING MASONRY WALL AND FURRING TO REMAIN3 EXISTING STOREFRONT TO REMAIN4 EXISTING DOOR, FRAME, AND HARDWARE TO REMAIN5 REMOVE EXISTING DUCT AND CHASE WALLS. PROVIDE NEW SLAB TO INFILL VOID. REF. STRUCT.

DRAWING6 EXISTING STAIR, PERIMETER RAILING AND PARTITION TO REMAIN7 REMOVE PEDESTAL, STRINGER, AND ACCESS FLOORING. REMOVE ANY ADHESIVE FROM FLOOR SLAB.

PATCH/FILL ANY HOLES IN SLAB. REMOVE ANY ASSOCIATED GROUNDING EQUIPMENT8 REMOVE EXISTING RAMP9 EXISTING FENCE TO REMAIN10 EXISTING TRANSFORMER PAD, 8 INCH CONTAINMENT CURB AND GENERATOR PAD TO REMAIN11 EXISTING STAIR TO REMAIN12 G.C. TO REMOVE ALL STUDS, FLOOR AND CEILING TRACKS, GYPSUM BOARD, FASTENERS13 G.C. TO REMOVE EXISTING DOOR, FRAME, AND HARDWARE14 EXISTING FUEL MONITORING/LEAK DETECTION EQUIPMENT, ASSOCIATED POWER AND IT AND

PURNITURE TO REMAIN IN ROOM15 EXISTING LOUVER TO REMAIN

SCALE:

3" = 1'-0" 2P-11 PARTITION TYPE1 ALL PARTITION TYPES ARE P-1 UNLESS NOTED OTHERWISE.2 PARTITION TYPES SHOWN ARE NOT NUMBERED IN SEQUENTIAL ORDER.3 PARTITION TYPES APPLY TO INTERIOR PARTITIONS ONLY.4 REFERENCE REFLECTED CEILING PLANS TO DETERMINE PARTITION HEIGHTS.5 REFERENCE REFLECTED CEILING PLANS TO DETERMINE FIRE RATING REQUIREMENTS.6 ANY PARTITION TYPE APPENDED WITH AN "A" DESIGNATES BASIC PARTITION TYPE WITH ACOUSTICAL

TREATMENT (STANDARD PARTITION SOUND BATTS FULL STUD WIDTH AND HEIGHT) INCLUDING ALLPERIMETER AND PENETRATION CAULKING. EXAMPLE: "P-7A" INDICATES A P-7 PARTITION TYPE WITHACOUSTICAL TREATMENT.

7 ACOUSTICAL TREATMENTS REQUIRING SPECIAL SOUND ATTENUATION ARE DEFINED WITH A UNIQUEPARTITION TYPE THAT SPECIFICALLY DESCRIBES THE REQUIRED CONSTRUCTION.

8 SLIP TRACK HEAD CONDITIONS ARE REQUIRED AT ALL PARTITIONS TO DECK OR STRUCTURE.9 GENERAL CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTING THE COMPLETE ASSEMBLY OF ALL FIRE

RATED PARTITIONS IN FULL ACCORDANCE WITH UL LISTING.10 ALL STUDS TO BE 25 GAUGE, UNLESS NOTED OTHERWISE. REFERENCE SPECIFICATIONS FOR FRAMED

OPENING CONDITIONS.11 ALL C-H STUDS TO BE 20 GAUGE, UNLESS NOTED OTHERWISE.12 REFERENCE TABLE BELOW FOR MINIMUM REQUIRED PARTITION BRACING REQUIREMENTS.13 ALL NEW PARTITIONS TO RECEIVE PAINT. REF. 09 91 23. COLOR TO BE MATCHED TO S.W. OC-17 WHITE

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