Manhattan Sterile Processing Service Floor Plans.pdf

PDF 4 MB Posted Jan 22, 2025

Attached to: W099--Reverse Osmosis System Lease with Maintenance and Water Quality Testing Service at Manhattan VA Medical Center.
Solicitation number: 36C24225Q0139
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 2

About this file

Written by GovTribe AI · Jan 22, 2025

This file contains architectural floor plans for a Sterile Processing Suite renovation project at the Manhattan VA Medical Center. The drawings show detailed ground floor partial plans with dimensions, room layouts, and specifications for various spaces including decontamination areas, instrument washing stations, cart staging areas, storage rooms, locker rooms, offices, and support spaces. The plans include partition types, door locations, finish specifications, and mechanical/electrical requirements.

The drawings are divided into multiple sections showing different areas of the floor plan, with detailed dimensions, keynotes, and general construction notes. Specific rooms detailed include instrument washers, male/female locker rooms, PPE storage, water treatment rooms, cart washers, sterile storage, vendor loaner space, and staff support areas. The plans include specifications for wall types, flooring transitions, equipment locations, and architectural details that would be needed for construction. The drawings were issued for construction on July 25, 2014 with an addendum added February 13, 2015.

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B.3 PRICE COST SCHEDULE - REVISED.pdf	PDF	Jan 22, 2025
Manhattan Sterile Processing Service Plumbing.pdf	PDF	Jan 22, 2025
Amendment 36C24225Q0139 0002.pdf	PDF	Jan 22, 2025
Amendment 36C24225Q0139 0001.pdf	PDF	Jan 16, 2025
Wage Determination 2015-4187 revised 7-22-2024.pdf	PDF	Dec 27, 2024
Past Performance Evaluation Questionnaire 36C24225Q0139.docx	DOCX document	Dec 27, 2024
Solicitation 36C24225Q0139.pdf	PDF	Dec 27, 2024
Limitations on Subcontracting Certification 36C24225Q0139.docx	DOCX document	Dec 27, 2024

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S S

1. ALL DIMENSIONS ARE TO FINISH FACE OF WALLS.

2. PATCH ALL EXISTING FIRE-RATED CONSTRUCTION AS

REQUIRED. FIRESTOP ALL PENETRATIONS, NEW OR

EXISTING, IN FIRE-RATED CONSTRUCTION AS REQUIRED TO

MAINTAIN RATING. REFER TO DRAWING GI002 FOR EXISTING

FIRE-RATED PARTITIONS.

3. PATCH ANY PENETRATIONS IN EXISTING CONSTRUCTION TO

REMAIN, FOUND OR CREATED DURING THE COURSE OF

DEMOLITION SCOPE.

4. CONTRACTOR TO CHALK OUT ALL PARTITION AND DOOR

LOCATIONS FOR ARCHITECT'S REVIEW AND APPROVAL PRIOR

TO INSTALLATION OF TRACKS.

5. PROVIDE SEALANT AT ALL INTERIOR JOINTS, CREVICES, GAPS

AND OPENINGS, IN ACCORDANCE WITH SCHEDULE IN

SPECIFICATION.

6. GENERAL CONTRACTOR TO PROVIDE REQUIRED BLOCKING

IN THE WALLS FOR PROPER SUPPORT AND FASTENING OF

THE OF THE MILLWORK AND CASEWORK.

7. PATCH AND REPAIR ALL EXISTING CORRIDOR FLOORING,

WALL, AND CEILING FINISHES IMPACTED BY CONSTRUCTION

TO MATCH ADJACENT CORRIDOR SURFACES.

8. DRAWINGS INCLUDE TYPICAL DETAILS THAT ARE NOT CROSS-

REFERENCED WITHIN THE SET, DUE TO GENERIC AND

WIDESPREAD NATURE. DETAILS APPLY TO ALL

CONSTRUCTION AS PROJECT CONDITIONS PRESENT

THEMSELVES.

9. DRAWINGS OF BASE BUILDING CONDITIONS ARE BASED ON

EXISTING BUILDING DRAWINGS AND LIMITED FIELD

OBSERVATION. ACTUAL CONDITIONS MAY DIFFER FROM

THOSE SHOWN.

10.VERIFY EXISTING CONSTRUCTION, CONDITIONS AND

DIMENSIONS PRIOR TO THE FABRICATION AND INSTALLATION

OF MATERIALS AND PRODUCTS. CONTRACTOR SHALL

REPORT ANY DISCREPANCIES TO THE A/E PRIOR TO START

OF WORK. COMMENCEMENT OF WORK IMPLIES ACCEPTANCE

OF EXISTING CONDITIONS.

11.IF DOCUMENTS ARE AT VARIANCE WITH ONE ANOTHER, THE

CONTRACTOR SHALL BASE HIS PROPOSAL ON THE BETTER

QUALITY OR MORE EXPENSIVE OF THE CONDITIONS. ITEMS

OR EQUIPMENT SPECIFIED UNDER ONE TRADE SHALL BE

BINDING AS IF SPECIFIED UNDER ALL APPLICABLE TRADES.

12.VERIFY DRAWINGS ARE THE LATEST ISSUE PRIOR TO

COMMENCING CONSTRUCTION.

13. DIMENSIONS AND NOTES FOR A GIVEN CONDITION ARE

TYPICAL FOR SIMILAR CONDITIONS, UNLESS OTHERWISE

NOTED.

14. DO NOT SCALE DRAWINGS. CLARIFICATION OF

INFORMATION REQUIRED BY CONTRACTOR WILL BE

FURNISHED BY THE A/E, UPON WRITTEN REQUEST.

15. PROTECT AND BE RESPONSIBLE FOR ADJACENT

STRUCTURES AND SPACES WITHIN AREA OF OPERATION

UNDER THIS CONTRACT. ANY DAMAGE OR DISTURBANCE

RESULTING FROM WORK DONE UNDER THIS CONTRACT

SHALL BE PROMPTLY RESTORED, REPLACED OR REPAIRED

AT NO ADDITIONAL COST TO THE VA.

16. LOCATE DOOR OPENINGS FOUR INCHES FROM ADJACENT

WALL, UNLESS OTHERWISE NOTED. DOOR OPENINGS

ADJACENT TO CASEWORK, MILLWORK, OR OTHER FIXED

EQUIPMENT, SHALL BE FOUR INCHES FROM THE FACE OF

EQUIPMENT, UNLESS OTHERWISE NOTED.

17. PROVIDE CONTROL JOINTS AT 25'-0" O.C. MAXIMUM FOR

CMU AND GYPSUM BOARD PARTITIONS, UNLESS OTHERWISE

NOTED.

18. VERIFY EXISTING COLUMN CENTERLINES, SIZES AND

LOCATIONS PRIOR TO THE START OF WORK BRING ANY

DISCREPANCIES TO THE A/E'S ATTENTION PRIOR TO THE

START OF WORK IN THAT AREA.

19. IN AREAS WHERE PREVIOUS DEMOLITION OR EXISTING

CONDITIONS HAVE CAUSED UNEVENNESS OF THE FLOOR

SLAB, CONTRACTOR SHALL PATCH AND LEVEL EXISTING

SLAB TO MATCH ADJACENT SLAB CONSTRUCTION.

COORDINATE WITH FINISH PLANS AND DETAILS.

20. SUB-FLOOR SHALL BE CLEAN AND FREE OF DUST,

SOLVENTS, SEALERS, ADHESIVE RESIDUE, AND OTHER

FOREIGN MATERIALS PRIOR TO FINISH FLOOR

INSTALLATION. VERIFY ALL WALL AND FLOOR SUBSTRATES

ARE ACCEPTABLE FOR FLOORING AND BASE APPLICATION.

PREPARE SURFACE ACCORDING TO MANUFACTURER'S

RECOMMENDATIONS. SEE SPECIFICATIONS FOR FURTHUR

INFORMATION.

21. ALL DOOR FRAMES ARE TO BE INSTALLED 4" AWAY FROM

ADJACENT PERPINDICULAR WALLS UNLESS NOTED

OTHERWISE.

22. PROVIDE LINTEL AT ALL DOOR LOCATIONS WITHIN A

MASONRY WALL. SEE SHEETS AE601 & AE611 FOR LINTEL

SCHEDULE AND DOOR DIMENSIONS.

23. ALL PARTITIONS TO BE TYPE Y6, UNLESS OTHERWISE

NOTED.

24. PROVIDE LINTEL AT ALL MASONRY DOOR LOCATIONS.

REFER TO SHEET AE601 FOR ADDITIONAL INFORMATION.

25. REFER TO MEP DWGS FOR ADDITIONAL SCOPE OF WORK.

26. ALL FIRE EXTINGUISHERS WILL BE AT LEAST 2.5 GALLON IN

SIZE.

NOT IN CONTRACT

SEE ADJACENT VIEW

LEGEND

CONTRACT LIMIT LINE

MATCH LINE

EXISTING WALL

NEW CONSTRUCTION

232220

AI700

VESTIBULE

G500G500ELEC

G702BG702B

TEL/DATA

G702AG702A

LINEN

ROOM

G503G503

LIM

O F

SEE SHEE T AE113

SEE SHEE T AE115

SEE SHEET AE112

CG-2.1

ELEV

LOBBY

CG-2CG-2

CG-2.2

CART

STAGING

G502G502

EXISTING

STORAGE

ROOM

252252

STAIR #3

253253

AE501

AI700B3

1'- 2"

10'-6" 1'-6"

1'- 6"

1'- 4"

12'-6"

ALIGN

5'-5"

-2.

'-2

1/ 2"

5'- 5"

G600.1

2'-11 3/8"

2'-11"

SIM

AE601

SIM

AE601

SIM

AE601

7'-0" 4'-0"

Y6B

Y6C

Y6S

Y6C

Y6S

AE601

ALIGN

2'-10" 7'-10" 1'-8 5/8"

3'- 6"

3'- 7"

AE501

'-6

2'- 5"

1'- 4"

3'- 7 3

/4"

G600.3

G701C

CORRIDOR

258258

FULLY SPRINKLERED

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

97 8654321

KEY PLAN:

23 RD STREET

1 S T

25 TH STREET

GENERAL NOTES:

KEYNOTES:

219359

423 E 23RD STREET, NEW YORK, NY 10010

Henningson, Durham & Richardson, Architecture and Engineering, P.C.

500 Seventh Ave, 11th Floor, New York, NY 10018 . 212-904-1212

WARNING: This warning is required to be included on this document under New York State Education Law, Article 145, Section 7209, Sub-Paragraph 2. It is a violation of the aforementioned law for any person, unless acting under the direction of a licensed professional engineer or land surveyor, to alter any portion of the design set forth on this document. If any item of the design set forth in this document is altered, the altering engineer or land surveyor shall affix to the item his/her seal and the notation "altered by" followed by her/her signature and the date of such alteration and a specific description of the alteration.

BUILDING 1

BUILDING 6 BUILDING 2

AE111

PTBC02/18/2014

GROUND FLOOR PARTIAL PLAN PART 01

VA NY HARBOR HEALTHCARE SYSTEM

MANHATTAN CAMPUS GROUND FLOOR PHASE 1B

STERILE PROCESSING SUITE

0 2'-0" 4'-0" 8'-0" 1/4" = 1'-0"F1 GROUND FLOOR PARTIAL PLAN PART 01

1 PASS THRU WINDOW.

2 FIRE EXTINGUISHER CABINET.

3 COUNTER TOP AND SINK ARE TO BE INCLUDED AS A PART OF ADD

ALTERNATIVE 01, SEE SPECIFICATIONS.

4 INFILL OF EXISTING SHAFT WALL OF DUMBWAITER TO BE INCLUDED AS

A PART OF ADD ALTERNATE NO. 1, SEE SPECIFICATIONS.

5 CONTINUOUS WALL PROTECTION, CRASH RAILS CR-1, REFER TO

TYPICAL MOUNTING HEIGHT DETAIL ON SHEET AI700 & DETAILS ON

AE503 FOR ADDITIONAL INFORMATION.

NO REVISIONS DATE

ISSUE FOR CONSTRUCTION 07/25/2014

Quote to Veterans

Bid Set

S S

1. ALL DIMENSIONS ARE TO FINISH FACE OF WALLS.

2. PATCH ALL EXISTING FIRE-RATED CONSTRUCTION AS

REQUIRED. FIRESTOP ALL PENETRATIONS, NEW OR

EXISTING, IN FIRE-RATED CONSTRUCTION AS REQUIRED TO

MAINTAIN RATING. REFER TO DRAWING GI002 FOR EXISTING

FIRE-RATED PARTITIONS.

3. PATCH ANY PENETRATIONS IN EXISTING CONSTRUCTION TO

REMAIN, FOUND OR CREATED DURING THE COURSE OF

DEMOLITION SCOPE.

4. CONTRACTOR TO CHALK OUT ALL PARTITION AND DOOR

LOCATIONS FOR ARCHITECT'S REVIEW AND APPROVAL PRIOR

TO INSTALLATION OF TRACKS.

5. PROVIDE SEALANT AT ALL INTERIOR JOINTS, CREVICES, GAPS

AND OPENINGS, IN ACCORDANCE WITH SCHEDULE IN

SPECIFICATION.

6. GENERAL CONTRACTOR TO PROVIDE REQUIRED BLOCKING

IN THE WALLS FOR PROPER SUPPORT AND FASTENING OF

THE OF THE MILLWORK AND CASEWORK.

7. PATCH AND REPAIR ALL EXISTING CORRIDOR FLOORING,

WALL, AND CEILING FINISHES IMPACTED BY CONSTRUCTION

TO MATCH ADJACENT CORRIDOR SURFACES.

8. DRAWINGS INCLUDE TYPICAL DETAILS THAT ARE NOT CROSS-

REFERENCED WITHIN THE SET, DUE TO GENERIC AND

WIDESPREAD NATURE. DETAILS APPLY TO ALL

CONSTRUCTION AS PROJECT CONDITIONS PRESENT

THEMSELVES.

9. DRAWINGS OF BASE BUILDING CONDITIONS ARE BASED ON

EXISTING BUILDING DRAWINGS AND LIMITED FIELD

OBSERVATION. ACTUAL CONDITIONS MAY DIFFER FROM

THOSE SHOWN.

10.VERIFY EXISTING CONSTRUCTION, CONDITIONS AND

DIMENSIONS PRIOR TO THE FABRICATION AND INSTALLATION

OF MATERIALS AND PRODUCTS. CONTRACTOR SHALL

REPORT ANY DISCREPANCIES TO THE A/E PRIOR TO START

OF WORK. COMMENCEMENT OF WORK IMPLIES ACCEPTANCE

OF EXISTING CONDITIONS.

11.IF DOCUMENTS ARE AT VARIANCE WITH ONE ANOTHER, THE

CONTRACTOR SHALL BASE HIS PROPOSAL ON THE BETTER

QUALITY OR MORE EXPENSIVE OF THE CONDITIONS. ITEMS

OR EQUIPMENT SPECIFIED UNDER ONE TRADE SHALL BE

BINDING AS IF SPECIFIED UNDER ALL APPLICABLE TRADES.

12.VERIFY DRAWINGS ARE THE LATEST ISSUE PRIOR TO

COMMENCING CONSTRUCTION.

13. DIMENSIONS AND NOTES FOR A GIVEN CONDITION ARE

TYPICAL FOR SIMILAR CONDITIONS, UNLESS OTHERWISE

NOTED.

14. DO NOT SCALE DRAWINGS. CLARIFICATION OF

INFORMATION REQUIRED BY CONTRACTOR WILL BE

FURNISHED BY THE A/E, UPON WRITTEN REQUEST.

15. PROTECT AND BE RESPONSIBLE FOR ADJACENT

STRUCTURES AND SPACES WITHIN AREA OF OPERATION

UNDER THIS CONTRACT. ANY DAMAGE OR DISTURBANCE

RESULTING FROM WORK DONE UNDER THIS CONTRACT

SHALL BE PROMPTLY RESTORED, REPLACED OR REPAIRED

AT NO ADDITIONAL COST TO THE VA.

16. LOCATE DOOR OPENINGS FOUR INCHES FROM ADJACENT

WALL, UNLESS OTHERWISE NOTED. DOOR OPENINGS

ADJACENT TO CASEWORK, MILLWORK, OR OTHER FIXED

EQUIPMENT, SHALL BE FOUR INCHES FROM THE FACE OF

EQUIPMENT, UNLESS OTHERWISE NOTED.

17. PROVIDE CONTROL JOINTS AT 25'-0" O.C. MAXIMUM FOR

CMU AND GYPSUM BOARD PARTITIONS, UNLESS OTHERWISE

NOTED.

18. VERIFY EXISTING COLUMN CENTERLINES, SIZES AND

LOCATIONS PRIOR TO THE START OF WORK BRING ANY

DISCREPANCIES TO THE A/E'S ATTENTION PRIOR TO THE

START OF WORK IN THAT AREA.

19. IN AREAS WHERE PREVIOUS DEMOLITION OR EXISTING

CONDITIONS HAVE CAUSED UNEVENNESS OF THE FLOOR

SLAB, CONTRACTOR SHALL PATCH AND LEVEL EXISTING

SLAB TO MATCH ADJACENT SLAB CONSTRUCTION.

COORDINATE WITH FINISH PLANS AND DETAILS.

20. SUB-FLOOR SHALL BE CLEAN AND FREE OF DUST,

SOLVENTS, SEALERS, ADHESIVE RESIDUE, AND OTHER

FOREIGN MATERIALS PRIOR TO FINISH FLOOR

INSTALLATION. VERIFY ALL WALL AND FLOOR SUBSTRATES

ARE ACCEPTABLE FOR FLOORING AND BASE APPLICATION.

PREPARE SURFACE ACCORDING TO MANUFACTURER'S

RECOMMENDATIONS. SEE SPECIFICATIONS FOR FURTHUR

INFORMATION.

21. ALL DOOR FRAMES ARE TO BE INSTALLED 4" AWAY FROM

ADJACENT PERPINDICULAR WALLS UNLESS NOTED

OTHERWISE.

22. PROVIDE LINTEL AT ALL DOOR LOCATIONS WITHIN A

MASONRY WALL. SEE SHEETS AE601 & AE611 FOR LINTEL

SCHEDULE AND DOOR DIMENSIONS.

23. ALL PARTITIONS TO BE TYPE Y6, UNLESS OTHERWISE

NOTED.

24. PROVIDE LINTEL AT ALL MASONRY DOOR LOCATIONS.

REFER TO SHEET AE601 FOR ADDITIONAL INFORMATION.

25. REFER TO MEP DWGS FOR ADDITIONAL SCOPE OF WORK.

26. ALL FIRE EXTINGUISHERS WILL BE AT LEAST 2.5 GALLON IN

SIZE.

NOT IN CONTRACT

SEE ADJACENT VIEW

LEGEND

CONTRACT LIMIT LINE

MATCH LINE

EXISTING WALL

NEW CONSTRUCTION

D c2925 31

AI700

AI700 B8

AI700

INST

RUMEN

T W

HER

CART

STAGING

G513G513

INST

RUMEN

T W

HER

FEMALE

LOCKERS

G509G509

WATER

TREATMENT

ROOM

G511G511

PPE

G508G508

MALE

LOCKERS

G507G507

DETERGENT

G512G512

MALE

TOILET

G506G506

JANITOR'S

CLOSET

G505G505

S0690

LIM

OF C

ONST

RUCTIO

LIMIT OF CONSTRUCTION

SEE SHEET AE111

E S

HEE

T A

G506

G50 7.2

G507.1

G50 8.2

G50 8.3

G508.1

G509.1

G50 9.2

G510

FEMALE

TOILET

G510G510

G511

G512

8.4

G505

DECONTAMINATION

G504G504

G514

CART

WASHERS

G514G514

2'-4 1/2"

3'-11 1/2"

2'-10"

AE501

Y4 Y4

1'- 6"

1'- 4"

3'- 9 1

/2" 3'-

2'-2" 7'-8" 8'-0"

12'-6"

3'-6

7'-2

4'-0

1'-6

3'-6

6'-4

9'-2

6'-6

4'-1 1 1

/2"

1'-8 1/

3'-6 3/

3'-6"

4'-9"

1'-8" 1'-10"

3'-0"

4'-0"

1'-6"

1'-3"

IGN

10'-0 1/2"

7'-9 1/2"

8'-0

ALIGN

3'-5"

5'-3 3/8"

1'-6"

4'-0"

ALIGN

3'-7

6'-0

1'-6

6'-0

5'-8 1/2"

3'-8"

3'-0"

4'-4"

6'-7"

11'-3"

8'-1"

'-0"

4'-6

2'-1

'-6"

'-0"

8'-1 0"

3'-7

1'-6" 1'-5 3/8"

SIM

AE503

SIM

AE503

TYP

QH501

Y6S

Y6C

Y6S

'-2

3/8

7'-10"

Y6S

AE502

3'-0"

3'-0

1'-0"

TYP

AE502

TYP

AE502

4'-0

'-3"

2'-5

2'-7

6" 2'-0

'-9"

2'-3 1/2" 5'-0" 1'-4"

G704

G900

G701C

6'-0

SIM

AE601

FULLY SPRINKLERED

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

VA FORM 08-6231

1 2 3 4 5 6 87 9

97 8654321

KEY PLAN:

23 RD STREET

1 S T

25 TH STREET

GENERAL NOTES:

KEYNOTES:

219359

423 E 23RD STREET, NEW YORK, NY 10010

Henningson, Durham & Richardson, Architecture and Engineering, P.C.

500 Seventh Ave, 11th Floor, New York, NY 10018 . 212-904-1212

BUILDING 1

BUILDING 6 BUILDING 2

AE112

PTBC02/18/2014

GROUND FLOOR PARTIAL PLAN PART 02

VA NY HARBOR HEALTHCARE SYSTEM

MANHATTAN CAMPUS GROUND FLOOR PHASE 1B

STERILE PROCESSING SUITE

0 2'-0" 4'-0" 8'-0" 1/4" = 1'-0"F1 GROUND FLOOR PARTIAL PLAN PART 02

1 FIRE EXTINGUISHER CABINET.

2 RESINOUS FLOORING MANUFACTURER SHALL PROVIDE MOCK-UP OF

FLOORING FINISH IN SHOWER. PROVIDE TEXTURED QUARTZ FINISH

AND/OR GLASS BEAD SEALER AS NECESSARY TO MEET

SLIP-RESISTANCE C.O.F. REQUIREMENTS. VA SHALL PROVIDE FINAL

ACCEPTANCE OF FLOOR FINISH.

3 CT-3 TO EXTEND 84" AFF IN SHOWER AND DRYING AREA. DASHED LINE

INDICATED EXTENT OF CT-3 INSTALLED TO 84". INSTALL CT-3 TO 54" AFF

ON ALL OTHER RESTROOM WALLS. ANY CT-3 TILE TERMINATING ON THE

OUTSIDE EDGE OF A WALL SHALL RECIEVE A METAL REGLET. SEE AE503

FOR DETAILS.

4 CONTINUOUS WALL PROTECTION, CRASH RAILS CR-1, REFER TO

TYPICAL MOUNTING HEIGHT DETAIL ON SHEET AI700 & DETAILS ON

AE503 FOR ADDITIONAL INFORMATION.

NO REVISIONS DATE

ISSUE FOR CONSTRUCTION 07/25/2014

Quote to Veterans

1. ALL DIMENSIONS ARE TO FINISH FACE OF WALLS.

2. PATCH ALL EXISTING FIRE-RATED CONSTRUCTION AS

REQUIRED. FIRESTOP ALL PENETRATIONS, NEW OR

EXISTING, IN FIRE-RATED CONSTRUCTION AS REQUIRED TO

MAINTAIN RATING. REFER TO DRAWING GI002 FOR EXISTING

FIRE-RATED PARTITIONS.

3. PATCH ANY PENETRATIONS IN EXISTING CONSTRUCTION TO

REMAIN, FOUND OR CREATED DURING THE COURSE OF

DEMOLITION SCOPE.

4. CONTRACTOR TO CHALK OUT ALL PARTITION AND DOOR

LOCATIONS FOR ARCHITECT'S REVIEW AND APPROVAL PRIOR

TO INSTALLATION OF TRACKS.

5. PROVIDE SEALANT AT ALL INTERIOR JOINTS, CREVICES, GAPS

AND OPENINGS, IN ACCORDANCE WITH SCHEDULE IN

SPECIFICATION.

6. GENERAL CONTRACTOR TO PROVIDE REQUIRED BLOCKING

IN THE WALLS FOR PROPER SUPPORT AND FASTENING OF

THE OF THE MILLWORK AND CASEWORK.

7. PATCH AND REPAIR ALL EXISTING CORRIDOR FLOORING,

WALL, AND CEILING FINISHES IMPACTED BY CONSTRUCTION

TO MATCH ADJACENT CORRIDOR SURFACES.

8. DRAWINGS INCLUDE TYPICAL DETAILS THAT ARE NOT CROSS-

REFERENCED WITHIN THE SET, DUE TO GENERIC AND

WIDESPREAD NATURE. DETAILS APPLY TO ALL

CONSTRUCTION AS PROJECT CONDITIONS PRESENT

THEMSELVES.

9. DRAWINGS OF BASE BUILDING CONDITIONS ARE BASED ON

EXISTING BUILDING DRAWINGS AND LIMITED FIELD

OBSERVATION. ACTUAL CONDITIONS MAY DIFFER FROM

THOSE SHOWN.

10.VERIFY EXISTING CONSTRUCTION, CONDITIONS AND

DIMENSIONS PRIOR TO THE FABRICATION AND INSTALLATION

OF MATERIALS AND PRODUCTS. CONTRACTOR SHALL

REPORT ANY DISCREPANCIES TO THE A/E PRIOR TO START

OF WORK. COMMENCEMENT OF WORK IMPLIES ACCEPTANCE

OF EXISTING CONDITIONS.

11.IF DOCUMENTS ARE AT VARIANCE WITH ONE ANOTHER, THE

CONTRACTOR SHALL BASE HIS PROPOSAL ON THE BETTER

QUALITY OR MORE EXPENSIVE OF THE CONDITIONS. ITEMS

OR EQUIPMENT SPECIFIED UNDER ONE TRADE SHALL BE

BINDING AS IF SPECIFIED UNDER ALL APPLICABLE TRADES.

12.VERIFY DRAWINGS ARE THE LATEST ISSUE PRIOR TO

COMMENCING CONSTRUCTION.

13. DIMENSIONS AND NOTES FOR A GIVEN CONDITION ARE

TYPICAL FOR SIMILAR CONDITIONS, UNLESS OTHERWISE

NOTED.

14. DO NOT SCALE DRAWINGS. CLARIFICATION OF

INFORMATION REQUIRED BY CONTRACTOR WILL BE

FURNISHED BY THE A/E, UPON WRITTEN REQUEST.

15. PROTECT AND BE RESPONSIBLE FOR ADJACENT

STRUCTURES AND SPACES WITHIN AREA OF OPERATION

UNDER THIS CONTRACT. ANY DAMAGE OR DISTURBANCE

RESULTING FROM WORK DONE UNDER THIS CONTRACT

SHALL BE PROMPTLY RESTORED, REPLACED OR REPAIRED

AT NO ADDITIONAL COST TO THE VA.

16. LOCATE DOOR OPENINGS FOUR INCHES FROM ADJACENT

WALL, UNLESS OTHERWISE NOTED. DOOR OPENINGS

ADJACENT TO CASEWORK, MILLWORK, OR OTHER FIXED

EQUIPMENT, SHALL BE FOUR INCHES FROM THE FACE OF

EQUIPMENT, UNLESS OTHERWISE NOTED.

17. PROVIDE CONTROL JOINTS AT 25'-0" O.C. MAXIMUM FOR

CMU AND GYPSUM BOARD PARTITIONS, UNLESS OTHERWISE

NOTED.

18. VERIFY EXISTING COLUMN CENTERLINES, SIZES AND

LOCATIONS PRIOR TO THE START OF WORK BRING ANY

DISCREPANCIES TO THE A/E'S ATTENTION PRIOR TO THE

START OF WORK IN THAT AREA.

19. IN AREAS WHERE PREVIOUS DEMOLITION OR EXISTING

CONDITIONS HAVE CAUSED UNEVENNESS OF THE FLOOR

SLAB, CONTRACTOR SHALL PATCH AND LEVEL EXISTING

SLAB TO MATCH ADJACENT SLAB CONSTRUCTION.

COORDINATE WITH FINISH PLANS AND DETAILS.

20. SUB-FLOOR SHALL BE CLEAN AND FREE OF DUST,

SOLVENTS, SEALERS, ADHESIVE RESIDUE, AND OTHER

FOREIGN MATERIALS PRIOR TO FINISH FLOOR

INSTALLATION. VERIFY ALL WALL AND FLOOR SUBSTRATES

ARE ACCEPTABLE FOR FLOORING AND BASE APPLICATION.

PREPARE SURFACE ACCORDING TO MANUFACTURER'S

RECOMMENDATIONS. SEE SPECIFICATIONS FOR FURTHUR

INFORMATION.

21. ALL DOOR FRAMES ARE TO BE INSTALLED 4" AWAY FROM

ADJACENT PERPINDICULAR WALLS UNLESS NOTED

OTHERWISE.

22. PROVIDE LINTEL AT ALL DOOR LOCATIONS WITHIN A

MASONRY WALL. SEE SHEETS AE601 & AE611 FOR LINTEL

SCHEDULE AND DOOR DIMENSIONS.

23. ALL PARTITIONS TO BE TYPE Y6, UNLESS OTHERWISE

NOTED.

24. PROVIDE LINTEL AT ALL MASONRY DOOR LOCATIONS.

REFER TO SHEET AE601 FOR ADDITIONAL INFORMATION.

25. REFER TO MEP DWGS FOR ADDITIONAL SCOPE OF WORK.

26. ALL FIRE EXTINGUISHERS WILL BE AT LEAST 2.5 GALLON IN

SIZE.

NOT IN CONTRACT

SEE ADJACENT VIEW

LEGEND

CONTRACT LIMIT LINE

MATCH LINE

EXISTING WALL

NEW CONSTRUCTION

E c 36353329 31

AI700 F

AI701

AI700

AI700E

AI700

AI701A

AI700

AI701

LIMIT OF CONSTRUCTION

CART

COOL/STORAGE

G526G526

ETO

G524G524

ETO

ABATOR

G525G525

HLD

G535G535

FUTURE

TECHNOLOGY

G523G523

SCOPE

WASH

G501G501

CART

MAKE-UP

G527G527

STERILE

STORAGE

G530G530

S E

E S

H E

E T

A E

G524.2

G524.1

G527

G526

G546.1

AUTHORIZED

ASSEMBLY

WORKSTATIONS

G520G520

STERRAD

G522G522

PREP/PACK

G521G521

G501

AE501

SIM

AE501

SIM

AE501

2'-4 1/2"

3'-11 1/2"

2'-10"

2'-0 3/8"

3'-11 1/2"

2'-4 1/2"

3'-11 1/2"

2'-10"

2'-0 1/2" 3'-11 1/2"

1'-10"

3'-1"

1'-8"

3'-1"

1'-8"

3'-1"

SIM

AE501

FEMALE

TOILET/SHOWER

G542G542

Y4 Y4

6' -1

1' -4

1'-6" 9'-6"

4'-6"

5'-3"

1'-6"

10'-0 1/2"

7'-9 1/2"

17'-9"

17'-1"

3'-6"

8' -0

'-1

8' -0

8' -8

8' -2

2' -3

4'-10"

6'-6"

1'-6"

'-1

4' -1

3' -6

7'-3"

'-0

4' -6

2' -1

'-6

3' -7

'-6

8' -6

1' -6

6' -0

1'-6"

1'-5 3/8"

2' -0

'-4

3' -4

4' -4

-1 0"

2' -5

3CT-4

CT-1

SIM

AE503

G597.2

3' -0

SIM

AE601

SIM

AE601

TYP

QH501

TYP

QH501

TYP

QH501

TYP

QH501

TYP

QH501

4' -0

Y6S

Y6B

Y6S

Y4Y4

Y6S

Y6B

Y4 Y4

Y6B

Y6S

Y4 Y4

Y6S

Y6S5

VESTIBULE

G597G597

PREP/PACK

G521G521

PREP/PACK

G521G521

'-1

1' -2

"3"

4' -6

1'-5 7/8"

3' -0

'-2

AE502

AE501

3' -6

-8

1'-0"

TYP

AE502

TYP

AE502

4'-0"

CORRIDOR

258C258C

2' -1

5' -6

FULLY SPRINKLEREDFULLY SPRINKLEREDFULLY SPRINKLEREDFULLY SPRINKLERED

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

VA FORM 08-6231

1 2 3 4 5 6 87 9

97 8654321

KEY PLAN:

23 RD STREET

T A

V E

N U

25 TH STREET

GENERAL NOTES:

KEYNOTES:

219359

423 E 23RD STREET, NEW YORK, NY 10010

Henningson, Durham & Richardson, Architecture and Engineering, P.C.

500 Seventh Ave, 11th Floor, New York, NY 10018 . 212-904-1212

BUILDING 1

BUILDING 6

BUILDING 2

AE113

PTBC02/18/2014

GROUND FLOOR PARTIAL PLAN PART 03

VA NY HARBOR HEALTHCARE SYSTEM

MANHATTAN CAMPUS GROUND FLOOR PHASE 1B

STERILE PROCESSING SUITE

0 2'-0" 4'-0" 8'-0" 1/4" = 1'-0" F1

GROUND FLOOR PARTIAL PLAN PART 03

1 FIRE EXTINGUISHER CABINET.

2 RESINOUS FLOORING MANUFACTURER SHALL PROVIDE MOCK-UP OF

FLOORING FINISH IN SHOWER. PROVIDE TEXTURED QUARTZ FINISH

AND/OR GLASS BEAD SEALER AS NECESSARY TO MEET

SLIP-RESISTANCE C.O.F. REQUIREMENTS. VA SHALL PROVIDE FINAL

ACCEPTANCE OF FLOOR FINISH.

3 CT-3 TO EXTEND 84" AFF IN SHOWER AND DRYING AREA. DASHED LINE

INDICATED EXTENT OF CT-3 INSTALLED TO 84". INSTALL CT-3 TO 54" AFF

ON ALL OTHER RESTROOM WALLS. ANY CT-3 TILE TERMINATING ON THE

OUTSIDE EDGE OF A WALL SHALL RECIEVE A METAL REGLET. SEE AE503

FOR DETAILS.

4 BENCH, REFER TO LOCKER SPECIFICATION FOR INFORMATION.

5 RECESSED HOSE CABINET.

6 CONTINUOUS WALL PROTECTION, CRASH RAILS CR-1, REFER TO

TYPICAL MOUNTING HEIGHT DETAIL ON SHEET AI700 & DETAILS ON

AE503 FOR ADDITIONAL INFORMATION.

NO REVISIONS DATE

ISSUE FOR CONSTRUCTION 07/25/2014

1 ADDENDUM 1 02/13/2015

Quote to Veterans

Received

S S

1. ALL DIMENSIONS ARE TO FINISH FACE OF WALLS.

2. PATCH ALL EXISTING FIRE-RATED CONSTRUCTION AS

REQUIRED. FIRESTOP ALL PENETRATIONS, NEW OR

EXISTING, IN FIRE-RATED CONSTRUCTION AS REQUIRED TO

MAINTAIN RATING. REFER TO DRAWING GI002 FOR EXISTING

FIRE-RATED PARTITIONS.

3. PATCH ANY PENETRATIONS IN EXISTING CONSTRUCTION TO

REMAIN, FOUND OR CREATED DURING THE COURSE OF

DEMOLITION SCOPE.

4. CONTRACTOR TO CHALK OUT ALL PARTITION AND DOOR

LOCATIONS FOR ARCHITECT'S REVIEW AND APPROVAL PRIOR

TO INSTALLATION OF TRACKS.

5. PROVIDE SEALANT AT ALL INTERIOR JOINTS, CREVICES, GAPS

AND OPENINGS, IN ACCORDANCE WITH SCHEDULE IN

SPECIFICATION.

6. GENERAL CONTRACTOR TO PROVIDE REQUIRED BLOCKING

IN THE WALLS FOR PROPER SUPPORT AND FASTENING OF

THE OF THE MILLWORK AND CASEWORK.

7. PATCH AND REPAIR ALL EXISTING CORRIDOR FLOORING,

WALL, AND CEILING FINISHES IMPACTED BY CONSTRUCTION

TO MATCH ADJACENT CORRIDOR SURFACES.

8. DRAWINGS INCLUDE TYPICAL DETAILS THAT ARE NOT CROSS-

REFERENCED WITHIN THE SET, DUE TO GENERIC AND

WIDESPREAD NATURE. DETAILS APPLY TO ALL

CONSTRUCTION AS PROJECT CONDITIONS PRESENT

THEMSELVES.

9. DRAWINGS OF BASE BUILDING CONDITIONS ARE BASED ON

EXISTING BUILDING DRAWINGS AND LIMITED FIELD

OBSERVATION. ACTUAL CONDITIONS MAY DIFFER FROM

THOSE SHOWN.

10.VERIFY EXISTING CONSTRUCTION, CONDITIONS AND

DIMENSIONS PRIOR TO THE FABRICATION AND INSTALLATION

OF MATERIALS AND PRODUCTS. CONTRACTOR SHALL

REPORT ANY DISCREPANCIES TO THE A/E PRIOR TO START

OF WORK. COMMENCEMENT OF WORK IMPLIES ACCEPTANCE

OF EXISTING CONDITIONS.

11.IF DOCUMENTS ARE AT VARIANCE WITH ONE ANOTHER, THE

CONTRACTOR SHALL BASE HIS PROPOSAL ON THE BETTER

QUALITY OR MORE EXPENSIVE OF THE CONDITIONS. ITEMS

OR EQUIPMENT SPECIFIED UNDER ONE TRADE SHALL BE

BINDING AS IF SPECIFIED UNDER ALL APPLICABLE TRADES.

12.VERIFY DRAWINGS ARE THE LATEST ISSUE PRIOR TO

COMMENCING CONSTRUCTION.

13. DIMENSIONS AND NOTES FOR A GIVEN CONDITION ARE

TYPICAL FOR SIMILAR CONDITIONS, UNLESS OTHERWISE

NOTED.

14. DO NOT SCALE DRAWINGS. CLARIFICATION OF

INFORMATION REQUIRED BY CONTRACTOR WILL BE

FURNISHED BY THE A/E, UPON WRITTEN REQUEST.

15. PROTECT AND BE RESPONSIBLE FOR ADJACENT

STRUCTURES AND SPACES WITHIN AREA OF OPERATION

UNDER THIS CONTRACT. ANY DAMAGE OR DISTURBANCE

RESULTING FROM WORK DONE UNDER THIS CONTRACT

SHALL BE PROMPTLY RESTORED, REPLACED OR REPAIRED

AT NO ADDITIONAL COST TO THE VA.

16. LOCATE DOOR OPENINGS FOUR INCHES FROM ADJACENT

WALL, UNLESS OTHERWISE NOTED. DOOR OPENINGS

ADJACENT TO CASEWORK, MILLWORK, OR OTHER FIXED

EQUIPMENT, SHALL BE FOUR INCHES FROM THE FACE OF

EQUIPMENT, UNLESS OTHERWISE NOTED.

17. PROVIDE CONTROL JOINTS AT 25'-0" O.C. MAXIMUM FOR

CMU AND GYPSUM BOARD PARTITIONS, UNLESS OTHERWISE

NOTED.

18. VERIFY EXISTING COLUMN CENTERLINES, SIZES AND

LOCATIONS PRIOR TO THE START OF WORK BRING ANY

DISCREPANCIES TO THE A/E'S ATTENTION PRIOR TO THE

START OF WORK IN THAT AREA.

19. IN AREAS WHERE PREVIOUS DEMOLITION OR EXISTING

CONDITIONS HAVE CAUSED UNEVENNESS OF THE FLOOR

SLAB, CONTRACTOR SHALL PATCH AND LEVEL EXISTING

SLAB TO MATCH ADJACENT SLAB CONSTRUCTION.

COORDINATE WITH FINISH PLANS AND DETAILS.

20. SUB-FLOOR SHALL BE CLEAN AND FREE OF DUST,

SOLVENTS, SEALERS, ADHESIVE RESIDUE, AND OTHER

FOREIGN MATERIALS PRIOR TO FINISH FLOOR

INSTALLATION. VERIFY ALL WALL AND FLOOR SUBSTRATES

ARE ACCEPTABLE FOR FLOORING AND BASE APPLICATION.

PREPARE SURFACE ACCORDING TO MANUFACTURER'S

RECOMMENDATIONS. SEE SPECIFICATIONS FOR FURTHUR

INFORMATION.

21. ALL DOOR FRAMES ARE TO BE INSTALLED 4" AWAY FROM

ADJACENT PERPINDICULAR WALLS UNLESS NOTED

OTHERWISE.

22. PROVIDE LINTEL AT ALL DOOR LOCATIONS WITHIN A

MASONRY WALL. SEE SHEETS AE601 & AE611 FOR LINTEL

SCHEDULE AND DOOR DIMENSIONS.

23. ALL PARTITIONS TO BE TYPE Y6, UNLESS OTHERWISE

NOTED.

24. PROVIDE LINTEL AT ALL MASONRY DOOR LOCATIONS.

REFER TO SHEET AE601 FOR ADDITIONAL INFORMATION.

25. REFER TO MEP DWGS FOR ADDITIONAL SCOPE OF WORK.

26. ALL FIRE EXTINGUISHERS WILL BE AT LEAST 2.5 GALLON IN

SIZE.

NOT IN CONTRACT

SEE ADJACENT VIEW

LEGEND

CONTRACT LIMIT LINE

MATCH LINE

EXISTING WALL

NEW CONSTRUCTION

L b c

38353331

AI701

AE502

NST

CTI

SHARED

OFFICE

G549G549

DIRECTOR'S

OFFICE

G550G550

CONFERENCE

ROOM

G547G547

MALE

LOCKERS

G543G543

MALE

TOILET/SHOWER

G544G544

PPE

G546G546

SUPERVISOR'S

OFFICE

G548G548

NST

CTI

F C

NST

CTI

O N

S E

E S

H E

E T

A E

G546.2

G543.1

G548

FEMALE

LOCKERS

G541G541

SEE SHEET AE115

G546.1

G540

G541.2

CORR.

G545G545

STAFF

LOUNGE

G540G540

AE501

2'-4 1/2"

3'-11 1/2"

2'-10"

2'-0 1/2" 3'-11 1/2"

1'-10"

3'-1"

1'-8"

3'-1"

1'-8"

3'-1"

HOUSEKEEPING

527527

SIM

AE501

SIM

AE501

AI701

G581.1

FEMALE

TOILET/SHOWER

G542G542

1' -6

'-1

6' -1

1' -4

4' -0

1'-4 1/8"

2'-1 7/8" 9'-7 5/8" 5'-6"

4'-8" 1'-4" 25'-0" 10'-3"

1'-4"

1' -4

-2

8' -0

1'-0"

9'-0"

1'-7"

3'-2"

18'-0"

3'-8"

7'-0"

4'-6"

5'-3"

1'-6"

11'-4"

5'-2"

11'-8"

1'-6"

3'-3"

1'-6"

1' -4

8' -6

4' -5

3' -6

6' -6

5' -1

2' -0

7' -2

1' -6

3'-0"

6'-0"

4'-10"

6'-6"

1'-6"

'-9

2' -6

-4

6' -9

-6

1' -0

CLEAR

5'-8"

'-6

Y4 Y4

CT-4

CT-1

CT-4

CT-1

6'-10 1/4" 9'-7 1/2"

5'-2" F2

AE503

G597.2

VESTIBULE

G597G597

3' -0

3'-6"

AI701

TYP

QH501

TYP

QH501

TYP

QH501

G549

AI702

AI702 D

8' -0

8'-0"

4' -0

4" 2' -6

Y6S

Y6B

Y6S

Y4Y4

Y6S

Y6B

Y4 Y4

Y6B

Y6S

Y4 Y4

Y6S

Y6SY6S

Y6S

AI701

PREP/PACK

G521G521

7 AE501

G500.21

'-1

1' -2

"3"

4' -6

1'-5 7/8"

3' -0

5' -0

" EQ

E Q

7' -6

9'-5 1/2"

EQ EQ EQ

'-3

6'-1"

-0

2' -1

5' -6

FULLY SPRINKLEREDFULLY SPRINKLEREDFULLY SPRINKLEREDFULLY SPRINKLERED

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

VA FORM 08-6231

1 2 3 4 5 6 87 9

97 8654321

KEY PLAN:

23 RD STREET

T A

V E

N U

25 TH STREET

GENERAL NOTES:

KEYNOTES:

219359

423 E 23RD STREET, NEW YORK, NY 10010

Henningson, Durham & Richardson, Architecture and Engineering, P.C.

500 Seventh Ave, 11th Floor, New York, NY 10018 . 212-904-1212

BUILDING 1

BUILDING 6

BUILDING 2

AE114

PTBC02/18/2014

GROUND FLOOR PARTIAL PLAN PART 04

VA NY HARBOR HEALTHCARE SYSTEM

MANHATTAN CAMPUS GROUND FLOOR PHASE 1B

STERILE PROCESSING SUITE

0 2'-0" 4'-0" 8'-0" 1/4" = 1'-0" F1

GROUND FLOOR PARTIAL PLAN PART 04

1 INTERIOR ALUMINUM STOREFRONT SYSTEM.

2 FIRE EXTINGUISHER CABINET.

3 CT-3 TO EXTEND 84" AFF IN SHOWER AND DRYING AREA. DASHED LINE

INDICATED EXTENT OF CT-3 INSTALLED TO 84". INSTALL CT-3 TO 54" AFF

ON ALL OTHER RESTROOM WALLS. ANY CT-3 TILE TERMINATING ON THE

OUTSIDE EDGE OF A WALL SHALL RECIEVE A METAL REGLET. SEE AE503

FOR DETAILS.

4 FLOORING SHALL TRANSITION TO 3" X 3" MOSAIC TILE AT

SHOWER/DRESSING AREA, AS INDICATED. SEE DETAILS ON AE503 FOR

INFORMATION.

5 BENCH, REFER TO LOCKER SPECIFICATION FOR INFORMATION.

6 RECESSED HOSE CABINET.

7 CONTINUOUS WALL PROTECTION, CRASH RAILS CR-1, REFER TO

TYPICAL MOUNTING HEIGHT DETAIL ON SHEET AI700 & DETAILS ON

AE503 FOR ADDITIONAL INFORMATION.

8 PROVIDE 2" DIA. HOLES IN SSM COUNTER TOP. CORRINDATE

LOCATIONS WITH VA PRIOR TO PRODUCTION.

NO REVISIONS DATE

ISSUE FOR CONSTRUCTION 07/25/2014

1 ADDENDUM 1 02/13/2015

Received

Quote to Veterans

GFI

S S S S S S S S S S S S S

S S

S S S S S S S S

S S

S S S S

S S

NOT IN CONTRACT

SEE ADJACENT VIEW

LEGEND

CONTRACT LIMIT LINE

MATCH LINE

EXISTING WALL

NEW CONSTRUCTION

1. ALL DIMENSIONS ARE TO FINISH FACE OF WALLS.

2. PATCH ALL EXISTING FIRE-RATED CONSTRUCTION AS

REQUIRED. FIRESTOP ALL PENETRATIONS, NEW OR EXISTING,

IN FIRE-RATED CONSTRUCTION AS REQUIRED TO MAINTAIN

RATING. REFER TO DRAWING GI002 FOR EXISTING

FIRE-RATED PARTITIONS.

3. PATCH ANY PENETRATIONS IN EXISTING CONSTRUCTION TO

REMAIN, FOUND OR CREATED DURING THE COURSE OF

DEMOLITION SCOPE. ALL WALL CONSTRUCTION ALONG THE

PERIMETER OF PROJECT AREA IS SIMILAR TO PARTITION TYPE

Y5 AND TO HAVE ACOUSTICAL INSULATION AND ACOUSTICAL

SEALANT AT ALL PENETRATIONS.

4. CONTRACTOR TO CHALK OUT ALL PARTITION AND DOOR

LOCATIONS FOR ARCHITECT'S REVIEW AND APPROVAL PRIOR

TO INSTALLATION OF TRACKS.

5. PROVIDE SEALANT AT ALL INTERIOR JOINTS, CREVICES, GAPS

AND OPENINGS, IN ACCORDANCE WITH SCHEDULE IN

SPECIFICATION.

6. GENERAL CONTRACTOR TO PROVIDE REQUIRED BLOCKING

IN THE ALLS FOR PROPER SUPPORT AND FASTENING OF THE

OF THE MILLWORK AND CASEWORK.

7. PATCH AND REPAIR ALL EXISTING CORRIDOR FLOORING,

WALL, AND CEILING FINISHES IMPACTED BY CONSTRUCTION

TO MATCH ADJACENT CORRIDOR SURFACES.

8. DRAWINGS INCLUDE TYPICAL DETAILS THAT ARE NOT CROSS-

REFERENCED WITHIN THE SET, DUE TO GENERIC AND

WIDESPREAD NATURE. DETAILS APPLY TO ALL

CONSTRUCTION AS PROJECT CONDITIONS PRESENT

THEMSELVES.

9. DRAWINGS OF BASE BUILDING CONDITIONS ARE BASED ON

EXISTING BUILDING DRAWINGS AND LIMITED FIELD

OBSERVATION. ACTUAL CONDITIONS MAY DIFFER FROM

THOSE SHOWN.

10.VERIFY EXISTING CONSTRUCTION, CONDITIONS AND

DIMENSIONS PRIOR TO THE FABRICATION AND INSTALLATION

OF MATERIALS AND PRODUCTS. CONTRACTOR SHALL

REPORT ANY DISCREPANCIES TO THE A/E PRIOR TO START OF

WORK. COMMENCEMENT OF WORK IMPLIES ACCEPTANCE OF

EXISTING CONDITIONS.

11.IF DOCUMENTS ARE AT VARIANCE WITH ONE ANOTHER, THE

CONTRACTOR SHALL BASE HIS PROPOSAL ON THE BETTER

QUALITY OR MORE EXPENSIVE OF THE CONDITIONS. ITEMS

OR EQUIPMENT SPECIFIED UNDER ONE TRADE SHALL BE

BINDING AS IF SPECIFIED UNDER ALL APPLICABLE TRADES.

12.VERIFY DRAWINGS ARE THE LATEST ISSUE PRIOR TO

COMMENCING CONSTRUCTION.

13. DIMENSIONS AND NOTES FOR A GIVEN CONDITION ARE

TYPICAL FOR SIMILAR CONDITIONS, UNLESS OTHERWISE

NOTED.

14. DO NOT SCALE DRAWINGS. CLARIFICATION OF INFORMATION

REQUIRED BY CONTRACTOR WILL BE FURNISHED BY THE A/E,

UPON WRITTEN REQUEST.

15. PROTECT AND BE RESPONSIBLE FOR ADJACENT

STRUCTURES AND SPACES WITHIN AREA OF OPERATION

UNDER THIS CONTRACT. ANY DAMAGE OR DISTURBANCE

RESULTING FROM DONE UNDER THIS CONTRACT SHALL BE

PROMPTLY RESTORED, REPLACED OR REPAIRED AT NO

ADDITIONAL COST TO THE VA.

16. LOCATE DOOR OPENINGS FOUR INCHES FROM ADJACENT

WALL, UNLESS OTHERWISE NOTED. DOOR OPENINGS

ADJACENT TO CASEWORK, MILLWORK, OR OTHER FIXED

EQUIPMENT, SHALL BE FOUR INCHES FROM THE FACE OF

EQUIPMENT, UNLESS OTHERWISE NOTED.

17. PROVIDE CONTROL JOINTS AT 25'-0" O.C. MAXIMUM FOR CMU

AND GYPSUM BOARD PARTITIONS, UNLESS OTHERWISE

NOTED.

18. VERIFY EXISTING COLUMN CENTERLINES, SIZES AND

LOCATIONS PRIOR TO THE START OF WORK BRING ANY

DISCREPANCIES TO THE A/E'S ATTENTION PRIOR TO THE

START OF WORK IN THAT AREA.

19. IN AREAS WHERE PREVIOUS DEMOLITION OR EXISTING

CONDITIONS HAVE CAUSED UNEVENNESS OF THE FLOOR

SLAB, CONTRACTOR SHALL PATCH AND LEVEL EXISTING

SLAB TO MATCH ADJACENT SLAB CONSTRUCTION.

COORDINATE WITH FINISH PLANS AND DETAILS.

20. SUB-FLOOR SHALL BE CLEAN AND FREE OF DUST,

SOLVENTS, SEALERS, ADHESIVE RESIDUE, AND OTHER

FOREIGN MATERIALS PRIOR TO FINISH FLOOR

INSTALLATION. VERIFY ALL WALL AND FLOOR SUBSTRATES

ARE ACCEPTABLE FOR FLOORING AND BASE APPLICATION.

PREPARE SURFACE ACCORDING TO MANUFACTURER'S

RECOMMENDATIONS. SEE SPECIFICATIONS FOR FURTHUR

INFORMATION.

21. ALL DOOR FRAMES ARE TO BE INSTALLED 4" AWAY FROM

ADJACENT PERPINDICULAR WALLS UNLESS NOTED

OTHERWISE.

22. PROVIDE LINTEL AT ALL DOOR LOCATIONS WITHIN A

MASONRY WALL. SEE SHEETS AE601 & AE611 FOR LINTEL

SCHEDULE AND DOOR DIMENSIONS.

23. ALL PARTITIONS TO BE TYPE Y6, UNLESS OTHERWISE

NOTED.

24. PROVIDE LINTEL AT ALL MASONRY DOOR LOCATIONS.

REFER TO SHEET AE601 FOR ADDITIONAL INFORMATION.

25. REFER TO MEP DWGS FOR ADDITIONAL SCOPE OF WORK.

26. ALL FIRE EXTINGUISHERS WILL BE AT LEAST 2.5 GALLONS

IN SIZE.

332925 31

AI702

AI702A7

AI702

LIM

O F

CSSSD

G580G580

SCOPE

STORAGE

G529G529

CRASH

CARTS

G594G594

EQUIPMENT

TEST

G593G593

EQUIP.

HOLDING/DISPATCH

G595G595

SOILED

RECEIVING

G591G591

BREAKDOWN

G590G590

VENDOR

LOANER

G589G589

MECHANICAL

ROOM

G703G703

G595 G5

G591

G703

G580.3

256.2

PLUMBING

EQUIPMENT

ROOM

G583G583

DISPOSABLE

STORAGE

G581G581

DISPATCH

G532G532

PPE

G546G546

G546.2

SEE SHEET AE111

SEE SHEET AE113

SEE SHEET AE114

G546.1

G5 00 1

SHARED

OFFICE

G587G587

SHARED

OFFICE

G588G588

SECURE

STORAGE

G586G586

G586

8.1

G582

G532

CSSSD

STAFF

AREA

G582G582

G580.1

AE501

SIM

AE501

SIM

AE501

SIM

AE501

SIM

AE501

SIM

AE501

R 8'-

0" 1'-

6" 1'-

4" 7'-

HOUSEKEEPING

527527

VESTIBULE

256256CORRIRDOR

258E258E

SIM

AE501

E3 AI701

JANITOR'S

CLOSET

G598G598

G598

G581.1

1'-4" 1'-4" 8'-4" 1'-6"

1'-4" 1'-4"

1'- 6"

'-1

6'- 0"

1'- 4"

1'-8"

1'- 2"

10'-6" 1'-6"

9'-6"

1'-4"

1'- 4"

9'- 2"

8'- 0"

FLUID

CART

STORAGE

G596G596

CLEAR

9'-10"

9'- 2" 1'-4"

6'- 5"

'-6

1'-

4" 3'-

0" 5'-

10'-8" 9'-9"

7'-8

6'-2 5/

'-5

1/8

3'- 4"

ALIGN

1'- 4"

9'- 2"

G590.2 G5

EQ EQ

4'-0"

3'- 7"

2'-6" 10'-8" 13'-2" 6'-10 1/4" 9'-7 1/2"

5'-2" Y4

3'-3"

1'-4"

16'-2"

5'-2"

AI702

2'-11"

SIM

AE601

C6 SIM

AE601

AI702 D

7'-0" 4'-0"

5'- 4"

2'- 6"

2'- 7 1

/8" 2'-

7 1 /4" 2'-

Y6S

Y6T

Y6S

Y6T

Y6T Y4

Y4 Y4

Y6S

Y4Y4

Y4 Y4

Y6SY6S

C1 C1

Y6S

Y4 Y4

Y6T

Y6S

Y6T

Y4 Y4

AI701

CGCG

AE501

1'- 4"

EQ EQ

7'-6"

G500.21

7'-6"

EQ EQ

7'-6"

EQ EQ

'-6

G600.3

FULLY SPRINKLERED

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

VA FORM 08-6231

1 2 3 4 5 6 87 9

97 8654321

KEY PLAN:

23 RD STREET

1 S T

25 TH STREET

KEYNOTES:GENERAL NOTES:

219359

423 E 23RD STREET, NEW YORK, NY 10010

Henningson, Durham & Richardson, Architecture and Engineering, P.C.

500 Seventh Ave, 11th Floor, New York, NY 10018 . 212-904-1212

BUILDING 1

BUILDING 6 BUILDING 2

AE115

PTBC02/18/2014

GROUND FLOOR PARTIAL PLAN PART 05

VA NY HARBOR HEALTHCARE SYSTEM

MANHATTAN CAMPUS GROUND FLOOR PHASE 1B

STERILE PROCESSING SUITE

1 PASS THRU WINDOW.

2 FIRE EXTINGUISHER CABINET.

3 CONTINUOUS WALL PROTECTION, CRASH RAILS CR-1, REFER TO

TYPICAL MOUNTING HEIGHT DETAIL ON SHEET AI700 & DETAILS ON

AE503 FOR ADDITIONAL INFORMATION.

4 PROVIDE A FIRE-RATED COUNTER COIL DOOR. SEE AE502.

0 2'-0" 4'-0" 8'-0" 1/4" = 1'-0"F1 GROUND FLOOR PARTIAL PLAN PART 05

NO REVISIONS DATE

ISSUE FOR CONSTRUCTION 07/25/2014

Quote to Veterans

File details come from the government source that posted it. Updated Jan 22, 2025.