RENOVATE UTILITIES BUILDING 13_Drawing.pdf

PDF 43 MB Posted May 8, 2024

Attached to: Z1DA--NRM-CONST PROJ# 632-23-109 Renovate Utilities Building 13
Solicitation number: 36C24224B0029
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 2

About this file

Written by GovTribe AI · May 8, 2024

This document is a Statement of Work (SOW) for a federal contract opportunity to renovate the Utilities Building 13 at the Northport VA Medical Center in New York.

The key details are:

The project involves renovations to the existing Laundry Facility in Building 13 to support the installation of new laundry equipment provided by the VA. Work includes general construction, HVAC, plumbing, fire protection, and electrical upgrades.
The contract completion time is 365 calendar days from the Notice to Proceed.
The contractor must utilize the VISN 2 Autodesk Build Construction management platform for project communications, submittals, and collaboration at no additional cost.
The contractor must complete required training on the Autodesk platform within 12 calendar days of contract award.
The Department of Veterans Affairs Northport Medical Center is the procuring agency, and there are records management and information security requirements outlined.

View the file

Other files

File	Type	Posted
632-23-109_Renovate Utilities Building 13_Drawings_Addendum 1.pdf	PDF	Jun 10, 2024
36C24224B0029 0002.docx	DOCX document	Jun 10, 2024
20240524- 632-23-109 - Renovate Utilities Building 13 - Specifications - Addendum 1.pdf	PDF	Jun 4, 2024
20240524- 632-23-109 - Renovate Utilities Building 13 - Drawings - Addendum 1 02.pdf	PDF	Jun 4, 2024
36C24224B0029 0001.docx	DOCX document	Jun 4, 2024
Wage Determination.pdf	PDF	May 8, 2024
FAR 52.225-2 Buy American Certification.pdf	PDF	May 8, 2024
36C24224B0029_1.docx	DOCX document	May 8, 2024
RENOVATE UTILITIES BUILDING 13_Specs.pdf	PDF	May 8, 2024
852.219-77 VA Notice of Limitations on Subcontracting.docx	DOCX document	May 8, 2024

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

S.G. S.M.

NORTHPORT VAMC

RENOVATE UTILITIES - BUILDING 13

PROJECT NO. 632-23-109

DEPARTMENT OF

VETERANS AFFAIRS

PROJECT COVER SHEET & NOTES

DRAWINGS INDEX

DRAWING TITLE

G-01 PROJECT COVER SHEET & NOTES

A-01 ARCHITECTURAL NOTES & SYMBOLS

A-02 ARCHITECTURAL DEMOLITION FLOOR PLAN

A-03 ARCHITECTURAL INSTALLATION FLOOR PLAN

A-04 REFLECTED CEILING FLOOR PLAN

A-05 ARCHITECTURAL DETAILS 1 OF 2

A-06 ARCHITECTURAL DETAILS 2 OF 2

E-01 ELECTRICAL DRAWINGS (NOT INCLUDED)

FP-01 FIRE PROTECTION NOTES, SYMBOLS & RISER DIAGRAM

FP-02 FIRE PROTECTION DEMOLITION & INSTALLATION FLOOR PLAN

M-01 HVAC NOTES & SYMBOLS

M-02 HVAC DEMOLITION FLOOR PLAN

M-03 HVAC INSTALLATION FLOOR PLAN

M-04 HVAC SCHEDULES

M-05 HVAC DETAILS

M-06 HVAC DETAILS & CONTROLS 1 OF 2

M-07 HVAC DETAILS & CONTROLS 2 OF 2

M-08 HVAC SEISMIC DETAILS 1 OF 2

M-09 HVAC SEISMIC DETAILS 2 OF 2

P-01 PLUMBING NOTES & SYMBOLS

P-02 PLUMBING BASEMENT DEMOLITION & INSTALLATION FLOOR PLANS

P-03 PLUMBING DEMOLITION & INSTALLATION FLOOR PLANS

P-04 PLUMBING RISER

Q-01 WASHER SPECIFICATIONS

Q-02 WASHER SPECIFICATION SHEETS

Q-03 DRYER SPECIFICATIONS

Q-04 DRYER SPECIFICATION SHEETS

S-01 STRUCTURAL NOTES

S-02 STRUCTURAL BASEMENT FLOOR PLAN

S-03 STRUCTURAL FLOOR PLAN

S-04 STRUCTURAL ROOF PLAN

S-05 CONCRETE DETAILS 1 OF 2

S-06 CONCRETE DETAILS 2 OF 2

W E

0 25

SITE OF WORK

LOCATION MAP

N.T.S.

APPLICABLE STANDARDS AND CODES:

VA DIRECTIVES, DESIGN MANUALS, MASTER SPECIFICATIONS, VA NATIONAL

CAD STANDARD APPLICATION GUIDE, AND

OTHER GUIDANCE ON THE TECHNICAL INFORMATION LIBRARY (TIL)

(HTTP://WWW.CFM.VA.GOV/TIL/).

2021 INTERNATIONAL BUILDING CODE (IBC) (ONLY WHEN SPECIFICALLY

REFERENCED IN VA DESIGN DOCUMENTS, SEE

NOTES BELOW)

2021 NFPA 101 LIFE SAFETY CODE

2021 NFPA 90A STANDARDS FOR THE INSTALLATION OF AIR-CONDITIONING

AND VENTILATING SYSTEMS

2021 NFPA 96 STANDARDS FOR VENTILATION CONTROL AND FIRE PROTECTION

OF COMMERCIAL COOKING OPERATIONS

2019 NFPA 241 STANDARD FOR SAFEGUARDING CONSTRUCTION, ALTERATION,

AND DEMOLITION OPERATIONS

2018 NFPA NATIONAL FIRE CODES WITH THE EXCEPTION OF NFPA 5000 AND

NFPA 900

OCCUPATIONAL, SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS

2019 VA SEISMIC DESIGN REQUIREMENTS, H-18-8

2020 NATIONAL ELECTRICAL CODE (NEC) (NFPA 70)

2018 INTERNATIONAL PLUMBING CODE (IPC)

2015 ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS (ABAAS)

INCLUDING VA SUPPLEMENT, BARRIER FREE

DESIGN GUIDE (PG-18-13)

ENERGY POLICY ACT OF 2005 (EPACT)

EXECUTIVE ORDER 13514: FEDERAL LEADERSHIP IN ENVIRONMENTAL,

ENERGY, AND ECONOMIC PERFORMANCE.

ENERGY STANDARD FOR BUILDINGS EXCEPT LOW-RISE RESIDENTIAL

BUILDINGS - ASHRAE STANDARD 90.1- 2016.

UNLESS OTHERWISE SPECIFIED, SPECIFIC REFERENCES TO CODES,

REGULATIONS, STANDARDS,

MANUFACTURERS' INSTRUCTIONS, OR REQUIREMENTS OF REGULATORY

AGENCIES, SHALL MEAN

THE LATEST EDITION OF EACH IN EFFECT AT THE DATE OF PROJECT

SUBMISSION (U.N.O.)

G-01

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h

/1 5/

DESIGN DEVELOPMENT

Office of

Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

STAMP

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

79 MIDDLEVILLE RD, NORTHPORT, NY 11768

632-23-109RENOVATE UTILITIES

BUILDING 13

DECEMBER 27, 2023

DEMOLITION NOTES:

1. CONTRACTOR SHALL COORDINATE WITH OWNER ITEMS TO BE

STORED ON SITE FOR RE-USE AND ITEMS NOT HAVING ANY

VALUE TO OWNER TO BE LEGALLY DISPOSED OFF SITE.

2. SEE MECHANICAL, ELECTRICAL, PLUMBING AND STRUCTURAL

DRAWINGS FOR ADDITIONAL NOTES AND SCOPE OF WORK FOR

APPROPRIATE TRADES.

3. CONTRACTOR SHALL FURNISH AND INSTALL TEMPORARY (DUST

TIGHT) BARRIERS AND PROTECTIVE FLOOR COVERING SO TO

PROTECT EXISTING FLOORS, WALLS, CEILINGS AND OWNERS

EQUIPMENT. BARRIERS SHALL NOT BE REMOVED UNTIL

COMPLETION OF PROJECT OR AS AGREED UPON BY OWNER.

SEE TEMPORARY PROTECTION NOTES ON THIS SHEET.

4. CONTRACTOR SHALL PROTECT EXISTING FACILITIES AS

REQUIRED DURING DEMOLITION. DEMOLITION CONTRACTOR

SHALL REPLACE AT HIS COST ANY DAMAGE INCURRED DURING

DEMOLITION TO ANY EXISTING BUILDING COMPONENTS, WHICH

ARE TO REMAIN.

5. CONTRACTOR SHALL TEMPORARILY SUPPORT ELECTRICAL

CONDUITS, PIPING, DUCTWORK AND OTHER SERVICES AND

EQUIPMENT AFFECTED BY DEMOLITION WHICH ARE TO REMAIN.

6. ALL EXTERIOR WALL AND ROOF OPENINGS NO LONGER

REQUIRED DUE TO DEMOLITION WORK SHALL BE SEALED

WATERTIGHT AND WEATHER TIGHT. CONTRACTOR TO CLEARLY

MARK AND ERECT BARRIERS FOR ANY POTENTIALLY

HAZARDOUS CONDITIONS.

7. ALL WORK SHALL CONFORM TO ALL OSHA REGULATIONS.

8. ALL DEMOLITION AREAS SHALL BE CLEARLY MARKED WITH

SIGNAGE AND PHYSICAL BARRIER. AS PER OSHA AND OWNERS

REQUIREMENTS TO INSURE SAFETY TO OWNERS PERSONNEL

THROUGHOUT DEMOLITION PHASE OF WORK.

9. CONTRACTOR SHALL FURNISH AND INSTALL TEMPORARY

CLOSURES FOR ALL FLOOR OPENING DUE TO PIPE AND

DUCTWORK REMOVALS. DEMOLITION CONTRACTOR SHALL

FURNISH AND INSTALL TEMPORARY BARRIERS AT FLOOR

OPENINGS AS PER OSHA AND ALL GOVERNING AUTHORITIES.

10. CONTRACTOR SHALL COORDINATE TEMPORARY STORAGE AND

LAYDOWN LOCATIONS WITH VA. DEMOLITION CONTRACTOR

SHALL FURNISH AND PAY FOR ALL DUMPSTER AND DEBRIS

REMOVAL.

11. CONTRACTOR SHALL COORDINATE WITH ALL OTHER TRADES

FOR REQUIRED DEMOLITION WORK INCLUDING PROVISIONS FOR

REQUIRED FLOOR WALL AND ROOF OPENINGS TO

ACCOMMODATE NEW WORK

12. WHERE SUSPECTED HAZARDOUS MATERIAL IS ENCOUNTERED

CONTRACTOR SHALL NOTIFY VA WHO WILL HAVE MATERIAL

TESTED AND LEGALLY REMOVED. VA WILL BE RESPONSIBLE

FOR REMOVAL OF HAZARDOUS MATERIAL IN PROJECT AREA.

13. CONTRACTOR SHALL REMOVE ALL WALLS, DOORS, DOOR

FRAMES, LOUVERS, WINDOWS, ETC. AS INDICATED ON

DRAWINGS.

14. CONTRACTOR SHALL REMOVE ALL CONCRETE BLOCK,

TERRACOTTA BLOCK AND DRYWALL PARTITIONS AS INDICATED

ON DRAWINGS.

15. CONTRACTOR SHALL REMOVE ALL SUPPORTS AND HANGERS

NO LONGER REQUIRED DUE TO DUCTWORK AND PIPING

REMOVALS. ALL HANGERS FOR HUNG CEILING SHALL BE

REMOVED.

16. ELECTRICAL DISCONNECTIONS AND PANEL RELOCATIONS

SHALL BE PERFORMED BY LICENSED CONTRACTOR AND

COORDINATED BY DEMOLITION CONTRACTOR.

17. CAPPING OF ALL PIPING SERVICES AND DISCONNECTIONS

SHALL BE PERFORMED BY LICENSED PLUMBING CONTRACTOR

AND COORDINATED BY DEMOLITION CONTRACTOR.

18. CONTRACTOR SHALL FURNISH TEMPORARY LIGHTING AS

REQUIRED IN ALL AREAS WHERE WORK IS BEING DONE.

19. ALL EXISTING FLOOR DRAINS IN AREA OF WORK DESIGNATED

TO REMAIN SHALL BE TEMPORARILY SEALED TO KEEP ALL

DEBRIS FROM ENTERING TRAP.

20. NO EQUIPMENT, HVAC UNITS, SERVICE MAIN, ELECTRICAL

PANELS AND SERVICES SHALL BE DISCONNECTED OR SHUT

DOWN WITHOUT PRIOR REVIEW WITH THE VA TO CONFIRM THAT

AREAS TO REMAIN IN OPERATION WILL NOT BE AFFECTED.

21. WHERE AN AREA WILL BE AFFECTED BY A SHUTDOWN,

REMOVAL OR A DISCONNECTION, CONTRACTOR SHALL FURNISH

2 WEEKS ADVANCE NOTICE GIVEN TO THE VA REGARDING THE

PROPOSED SHUTDOWN, AND DURATION OF THE SHUTDOWN.

VA WILL REVIEW THE PROPOSED SHUTDOWN AND PROVIDE

INSTRUCTION.

22. EACH CONTRACTOR SHALL COORDINATE WITH ALL OTHER

TRADES FOR REQUIRED DEMOLITION WORK INCLUDING

PROVISIONS FOR NEEDED FLOOR AND WALL OPENINGS TO

ACCOMMODATE NEW WORK.

23. SPRINKLER PIPING SHALL BE TAKEN OUT OF SERVICE SECTION

BY SECTION, TO THE EXTENT PRACTICAL, AND CAPPED AS

DEMOLITION PROGRESSES. THE BUILDING SPRINKLER SYSTEM

SHALL BE RESTORED TO FULL OPERATING CONDITION AT THE

END OF EACH WORK DAY. COORDINATE WORK SCOPE WITH

FIRE PROTECTION DOCUMENTS.

24. THE STORAGE OF COMBUSTIBLE MATERIALS SHALL NOT BE

PERMITTED IN ANY AREA WHERE THE SPRINKLER SYSTEM HAS

BEEN TEMPORARILY SHUTDOWN.

25. WHERE NEW FLOOR FINISH ARE REQUIRED, CONCRETE SLAB

SHALL BE PREPARED AS PER MANUFACTURER'S

RECOMMENDATIONS FOR INSTALLATION OF NEW FLOOR

FINISHES.

26. WITHIN THE AREA OF WORK DEFINED BY THE DEMOLITION PLAN,

THE SURFACE OF THE EXISTING CONCRETE SLAB SHALL BE

FLASH PATCHED TO FILL IN ALL FASTENER HOLES, CHIPS AND

POCKETS CREATED BY DEMOLITION WORK AND AS NEEDED TO

PROVIDE A SMOOTH FLAT SURFACE READY TO RECEIVE NEW

CONSTRUCTION.

632-23-109

S.G. S.M.

A-01

ARCHITECTURAL NOTES & SYMBOLS

GENERAL PROTECTION NOTES:

1. CONTRACTOR SHALL FURNISH AND INSTALL TEMPORARY (DUST

TIGHT) BARRIERS. CONTRACTOR SHALL MAINTAIN THE WORK

AREA UNDER NEGATIVE PRESSURE IN RELATION TO THE

SURROUNDING AMBIENT SPACE. CONTRACTOR SHALL

FURNISHED, TEMPORARY SMOKE EATERS SHALL BE USED WITH

A MINIMUM EXHAUST CAPACITY OF .06 CFM/ SQ. FT. OF WORK

AREA. ALL OPENINGS SHALL BE PROTECTED WITH BARRIERS

BETWEEN CONSTRUCTION AND ADJACENT SPACES.

CONTRACTOR SHALL COORDINATE WITH THE OWNER ON THE

EXACT PLACEMENT OF TEMPORARY PARTITIONS, SO AS NOT TO

IMPEDE OR INTERFERE WITH FACILITY OPERATIONS.

TEMPORARY BARRIER/PARTITION SYSTEM SHALL BE AS

MANUFACTURED BY “ZIPWALL” OR AN OWNER APPROVED EQUAL.

2. CONTRACTOR SHALL PROTECT EXISTING BUILDING

COMPONENTS, EQUIPMENT AND FURNISHINGS TO REMAIN

WITHIN THE PROJECT AREAS. ANY DAMAGE TO EXISTING TO

REMAIN BUILDING COMPONENTS, EQUIPMENT AND FURNISHINGS

SHALL BE PROMPTLY CORRECTED BY THE CONTACTOR AT NO

ADDITIONAL COST TO OWNER. IF DAMAGES CANNOT BE

RECTIFIED, CONTRACTOR SHALL REPLACE THE DAMAGED ITEM IN

KIND AT NO ADDITIONAL COST TO OWNER. CONTRACTOR SHALL

DO EITHER OF THE FOLLOWING TO PROVIDE PROTECTION:

A. CONTRACTOR SHALL TEMPORARILY REMOVE/RELOCATE

EXISTING BUILDING COMPONENTS, EQUIPMENT AND

FURNISHINGS AS REQUIRED. ALL REMOVALS/RELOCATIONS

SHALL BE COORDINATED WITH THE OWNER FOR WHAT CAN AND

CANNOT BE REMOVED/RELOCATED AND WHERE THEY CAN BE

PLACED.

B. CONTRACTOR SHALL FURNISH AND INSTALL TEMPORARY

PROTECTIVE COVERINGS FOR EXISTING BUILDING COMPONENTS,

EQUIPMENT AND FURNISHINGS WHICH SHALL REMAIN.

TEMPORARY PROTECTION SHALL BE MAINTAINED CONSISTENTLY

THROUGHOUT THE DEMOLITION AND CONSTRUCTION OF EACH

OF THE AREAS AND NOT REMOVED UNTIL AREA HAS BEEN

APPROVED BY THE OWNER. TEMPORARY PROTECTION SHALL

EXTEND BEYOND THE PROJECT AREA AS REQUIRED TO PROTECT

AGAINST DEMOLITION AND CONSTRUCTION ACTIVITIES.

TEMPORARY PROTECTIVE COVERINGS SHALL INCLUDE BUT NOT

BE LIMITED TO THE FOLLOWING:

1. FLOORS: CONTRACTOR SHALL PROTECT THE EXISTING FLOORS

TO REMAIN. PROTECTION SHALL PROTECT FLOOR FINISH AND

SUBSTRATE FROM ANY DAMAGE, SCUFFS, DIRT, ETC.

2. WALLS AND BASE: EXISTING WALLS AND BASE TO REMAIN SHALL

BE PROTECTED FROM DAMAGE, SCUFFS, DIRT, ETC.

3. WALL MOUNTED COMPONENTS: CONTRACTOR SHALL

COORDINATE WITH OWNER FOR WALL MOUNTED COMPONENTS

THAT SHALL BE MOVED/RELOCATED. ALL OTHER COMPONENTS

TO REMAIN SHALL BE FURNISHED WITH A PROTECTIVE COVERING

AS REQUIRED TO PROTECT FROM DAMAGE, SCUFFS, DIRT, ETC.

GENERAL PROJECT REQUIREMENTS:

1. THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS IS FOR

CONTRACTORS IN ALL TRADES TO FURNISH A COMPLETE PROJECT TO

THE VA. CONTRACTOR SHALL FURNISH ALL LABOR, SUPERVISION,

MATERIALS, AND EQUIPMENT NECESSARY TO COMPLETE ALL

DEMOLITION AND NEW WORK SHOWN IN THE PROJECT DOCUMENTS.

2. CONTRACTOR SHALL COORDINATE WITH THE VA FOR THE FOLLOWING

BEFORE STARTING WORK: BUILDING ACCESS, RULES AND

REGULATIONS, REMOVALS, DUMPSTER REQUIREMENTS, SAFETY,

DAILY CLEANUP AND REMOVALS, MATERIAL MOVEMENT THROUGH

THE GROUNDS AND FACILITY, STORAGE OF MATERIALS AND TIE-INS

TO EXISTING SERVICES.

3. CONTRACTOR IS RESPONSIBLE FOR ALL REALLOCATIONS OF

EXISTING SERVICES THAT ARE TO REMAIN, AND WHICH INTERFERE

WITH NEW WORK.

4. ROOMS AND CORRIDORS ADJACENT TO THE PROJECT AREA SHALL

REMAIN IN USE BY THE VA DURING DEMOLITION AND CONSTRUCTION

WORK ASSOCIATED WITH THE PROJECT. CONTRACTOR SHALL

MAINTAIN ALL SERVICES TO THESE OCCUPIED AREAS AND NOT

INTERFERE WITH ON-GOING OPERATIONS. WHERE NEW SERVICE

MAINS ARE TO BE INSTALLED, CONTRACTOR SHALL SCHEDULE TIE-INS

TO ACTIVE AREAS WITH THE PROJECT COR. SCHEDULED TIE-INS

SHALL BE SCHEDULED DURING AREA SHUTDOWNS.

5. ALL CONTRACTORS ARE RESPONSIBLE TO VERIFY ALL SITE, FIELD

AND BUILDING CONDITIONS PRIOR TO SUBMITTING BIDS AND

COMMENCING WORK. IF THERE ARE ANY DISCREPANCIES BETWEEN

DRAWINGS AND FIELD CONDITIONS, CONTRACTOR SHALL SUBMIT A

REQUEST FOR INFORMATION TO THE VA FOR A RESOLUTION.

6. ALL DIMENSIONS ON THE DRAWINGS ARE TO BE FIELD VERIFIED AND

COORDINATED BY THE CONTRACTOR. CONTRACTOR SHALL SUBMIT

ELECTRONIC COPIES OF EACH SHOP DRAWING FOR REVIEW.

7. CONTRACTOR SHALL MAINTAIN AT THE SITE ONE (1) RECORD COPY

OF ALL CONTRACT DRAWINGS AND SPECIFICATIONS, ADDENDA,

CHANGE ORDERS, SHOP DRAWINGS, PRODUCT DATA, SAMPLES,

OPERATION AND MAINTENANCE DATA AND OTHER MODIFICATIONS IN

GOOD ORDER, MARKED CURRENTLY TO RECORD ALL CHANGES MADE

DURING CONSTRUCTION. THESE SHALL BE DELIVERED TO THE VA

PRIOR TO THE END OF THE WORK. UPON COMPLETION OF THE WORK

CONTRACTOR SHALL DELIVER TO THE PROJECT COR AN ELECTRONIC

COPY OF THE FOLLOWING:

a. “AS BUILT” RECORD DRAWINGS.

b. ALL CONTRACT AND SHOP DRAWINGS.

c. APPROVED PRODUCT DATA AND OPERATION AND MAINTENANCE

DATA.

ALL DOCUMENTS SHALL BE CLEARLY LEGIBLE.

8. ALL EXISTS FROM THE BUILDING SHALL ALWAYS REMAIN

UNOBSTRUCTED AND OPERABLE.

9. EXISTING SPRINKLER AND ALARM SYSTEMS SHALL REMAIN OPERABLE

AT ALL TIMES. CONTRACTOR SHALL COORDINATE WITH THE VA ANY

SHUTDOWNS OF THE SPRINKLER OR ALARM SYSTEMS.

10. SHUTDOWNS OF MECHANICAL, PLUMBING, OR ELECTRICAL SYSTEMS

SHALL BE COORDINATED WITH THE VA.

11. CONTRACTOR SHALL FURNISH, INSTALL, AND MAINTAIN ALL SAFETY

BARRICADES TO PROTECT FLOOR AND WALL OPENINGS AS REQUIRED

TO PROTECT ALL PERSONNEL WORKING ON SITE.

12. ALL CONSTRUCTION PERSONNEL SHALL BE RESTRICTED TO THE

AREA OF THE FACILITY UNDER CONSTRUCTION. ALL OTHER AREAS

OF THE FACILITY SHALL DEEMED OFF-LIMITS.

13. CONTRACTORS' PERSONNEL AND MATERIAL ENTRANCE SHALL BE

APPROVED IN ADVANCE BY VA.

14. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE VA FOR ALL

TEMPORARY ELECTRICAL POWER TIE-INS, WATER HOOKUPS AND

MATERIAL STORAGE REQUIRED FOR THEIR WORK. CONTRACTOR

SHALL MAKE ALL NECESSARY ARRANGEMENTS FOR THEIR

SUBCONTRACTORS.

15. CONTRACTOR SHALL DURING THE PROJECT, MAINTAIN ALL

WORKING AREAS INCLUDING MATERIAL HANDLING, STAGING AREAS,

ENTRIES, EXITS, FIELD OFFICE, AND TOOLBOX AREAS FREE FROM

RUBBISH AND DEBRIS. RUBBISH AND DEBRIS SHALL BE REMOVED

FROM THE PREMISES DAILY. ALL AREAS SHALL BE KEPT BROOM

CLEAN. EACH CONTRACTOR SHALL BE RESPONSIBLE TO CLEAN ANY

DIRT/DUST THAT DEMOLITION AND CONSTRUCTION WORK CAUSES IN

OTHER AREAS OF THE FACILITY. AT THE COMPLETION OF THE

PROJECT, ALL SURFACES SHALL BE LEFT CLEAN AND UNDAMAGED.

16. ANY DAMAGE DONE TO THE EXISTING BUILDING COMPONENTS OR

VA OWNED EQUIPMENT DURING DEMOLITION AND/OR CONSTRUCTION

SHALL BE REPLACED OR REPAIRED TO ORIGINAL CONDITION BY THE

CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.

CONTRACTOR SHALL MATCH MATERIALS/FINISHES IN ALL AREAS

AFFECTED BY THE WORK.

17. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIRED

INSPECTIONS.

18. THE CONTRACTOR SHALL COORDINATE WITH THE VA THE LOCATION

OF ANY TRAILERS, STAGING AREAS, AND THE LOCATION OF ANY

EQUIPMENT INCLUDING CRANES TO BE USED ON SITE.

19. CONTRACTOR SHALL PROVIDE TEMPORARY TOILET FACILITIES FOR

ALL CONSTRUCTION PERSONNEL. THE LOCATION OF THE FACILITIES

SHALL BE COORDINATED WITH THE COR.

20. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL VA

FURNISHED EQUIPMENT. CONTRACTOR SHALL OBTAIN ALL

REQUIREMENTS FOR INSTALLATION INCLUDING ROUGHING

DIAGRAMS, INSTALLATION INSTRUCTIONS, ELECTRICAL SCHEMATICS,

TEMPLATES, LAYOUTS, DIMENSIONS, AND ALL OTHER INFORMATION

NECESSARY FOR A WELL-COORDINATED INSTALLATION.

21. ALL WORK SHALL BE GUARANTEED, INCLUDING LABOR AND

MATERIALS FOR A PERIOD OF ONE YEAR AFTER FINAL COMPLETION

AND ACCEPTANCE BY THE VA.

CONTRACT LIMIT LINE

DEMOLITION LINE

ELEVATION INDICATOR

CENTER LINE INDICATOR

EXISTING TO REMAIN LINE

FEATURES ABOVE LINE INDICATOR

HIDDEN FEATURES LINE

NEW LINE

PROPERTY LINE

SMOKE BARRIER LINE

BREAK, ROUND (USER DEFINES SIZE)

BREAK, STRAIGHT (SEE SECTION INDICATORS,

BUILDING, WITH BREAK STANDARDS)

DETAIL INDICATOR

DETAIL INDICATOR FOR SMALL CONDITIONS

DIMENSION LINE

DOOR OPENING/BORROWED LIGHT IDENTIFIER

DRAWING BLOCK TITLE, TYPICAL

ELEVATION INDICATOR, EXTERIOR

ELEVATION INDICATOR, INTERIOR, MULTIPLE VIEW

ELEVATION INDICATOR, INTERIOR, SINGLE VIEW

ARCHITECTURAL SYMBOLS

CENTER LINE

FURNITURE, FIXTURE, & EQUIPMENT INDICATOR

DRAWING BLOCK TITLE

1 1/2" = 1'-0"C4

A-201 A4

A2 A-202

A-202 A2

A-201 A4

A-512 D2

COLUMN GRID

KEYNOTE

WALL OR PARTITION TYPE

NORTH ARROW

NORTH

V V ITEM - VA SUPPLIED & INSTALLED

VC ITEM - VA SUPPLIED & CONTRACTOR INSTALLED

CC ITEM - CONTRACTOR SUPPLIED & INSTALLED

A4 A-201

DETAIL NUMBER

SHEET WHERE REF.

SHEET WHERE DRAWN

A3.1 A4.3

BUILDING SECTION INDICATOR

DETAIL INDICATOR

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h

/1 5/

DESIGN DEVELOPMENT

Office of

Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

STAMP

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

79 MIDDLEVILLE RD, NORTHPORT, NY 11768

RENOVATE UTILITIES

BUILDING 13

DECEMBER 27, 2023

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text S

CLEAN SIDE

DRYER ROOM

SOILED LINENS

WASH ROOM

MECH. ROOM

LOCKER ROOM

RESTROOM

PLANT MANAGER

LINEN DISTRIBUTION AREA

LOADING DOCK

3 4 5 6 7 8 9 10 11

AIR HANDLER

CHILLER

9' -9

16'-0"

19'-1"

6' -4

10'-4"

6' -0

3' -7

5' -0

-0

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

4' -0

7' -5

'-5

'-1

16'-8"

2'-0" 2'-0"

'-4

2'-3" 6'-0"

2' -2

2'-2"

2'-10"

2' -1

3'-3 1/2"

3' -1

3' -9

16'-1 1/4"

4' -0

-9

(TYP)

4'-1 3/4" 8'-4"

12'-0" 3'-6 1/4"

6' -0

EXIST. 8BL13

EXIST. 6WF15EXIST. 6WF15EXIST. 6WF15EXIST. 6WF15

EXIST. 6WF15

EXIST. 8BL13

EXIST. 6WF15

EXIST. 8WF17 EXIST. 8WF17 EXIST. 8WF17 EXIST. 8WF17

EXIST. 8BL13

/2 x

2L S x

1/ x

/2 x

3 4 5 6 7 8 9 10 11

EXIST. 7/8" R

OD CROSS BRACING

EXIST. 7/8" R

OD CROSS BRACING

EXIST. 7/8" ROD CROSS BRACING

EXIST. 7/8" R

OD CROSS BRACING

EXIST. 7/8" R

OD CROSS BRACING

EXIST. 7/8" R

OD CROSS BRACING

EXIST. 7/8" R

OD CROSS BRACING

EXIST. 7/8" R

OD CROSS BRACING

EXIST. 7/8" ROD CROSS BRACING

4'-10 1/2"

5'-6 1/4" 7'-11 1/4" 4'-0 3/4"

7' -2

3'-3 1/2"

7' -1

5' -7

1'-10"

8'-1 1/2" 6'

-1

2' -7

7' -1

S.G. S.M.

N N

ARCHITECTURAL DEMOLITION

FLOOR PLAN

A-02

DEMOLITION FLOOR PLAN - PARTIAL BUILDING 13

3/16"= 1'-0"

DEMOLITION ROOF PLAN - PARTIAL BUILDING 13

1/8"= 1'-0"

DEMOLITION KEYED NOTES:

1. REMOVE EXISTING GYPSUM BOARD AND WALL FRAMING IN ITS ENTIRETY TO PREPARE AREA FOR

NEW INSTALLATIONS. REMOVAL SHALL INCLUDE BUT NOT BE LIMITED TO; THE PLYWOOD

WAINSCOT, WALL MOUNTED ELECTRICAL SERVICES, CONDUITS, AND WIRES, PLUMBING SERVICES, SOAP DISPENSER EQUIPMENT, ETC. FROM EACH SIDE OF THE WALL. COORDINATE REMOVALS WITH

MEP DRAWINGS.

2. REMOVE EXISTING GRATING FROM THE TRENCH DRAINS. COORDINATE WITH THE DEMOLITION

DETAIL (4) AND NEW INSTALLATION DETAILS (5) & (6) ON DRAWING A-06.

3. REMOVE ANGLE FRAMES FROM THE PERIMETER OF THE TRENCH DRAIN, DRAIN PIT AND FROM FLOOR AREAS TO PREPARE FOR NEW INSTALLATIONS. SAW CUT THE FLOOR AROUND THE FRAMES

TO A DEPTH OF 1”, CHIP AWAY THE CONCRETE AS REQUIRED TO REMOVE THE STEEL ANGLES.

COORDINATE WITH THE TRENCH DRAIN DEMOLITION DETAIL (4) AND FLOOR PATCH DETAIL (5 & 6) ON

DRAWING A-06.

4. REMOVE CONCRETE HOUSEKEEPING PADS IN ITS ENTIRETY. HOUSEKEEPING PAD REMOVAL SHALL REQUIRE SAW CUTTING THE FLOOR AROUND THE PADS TO A DEPTH OF 1” AND CHIPPING AWAY THE

CONCRETE AS REQUIRED TO REMOVE ALL ASSOCIATED REBAR, WIRE MESH, STEEL PINS OR

DOWELS EMBEDDED IN THE FLOOR. COORDINATE THE EXTENT OF THE REMOVALS WITH THE

TRENCH DRAIN PATCH DETAIL (6) SHOWN ON DRAWING A-06.

5. SERVICE PIPING TO BE REMOVED, COORDINATE SERVICE REMOVALS WITH MEP DRAWINGS.

PREPARE FLOOR PENETRATION FOR INFILL REPAIR. COORDINATE WITH FLOOR REPAIR DETAILS ON

STRUCTURAL DRAWINGS.

6. REMOVE EXISTING DOOR PANELS, DOOR FRAME AND HARDWARE.

7. REMOVE EXISTING VCT FLOOR TILE, MASTIC, ETC. AND PREPARE CONCRETE SUB-FLOOR FOR NEW

FINISH INSTALLATIONS. CONTRACTOR SHALL TEST FLOOR TILE AND MASTIC FOR HAZARDOUS

MATERIALS. IF HAZARDOUS MATERIALS ARE FOUND CONTRACTOR SHALL NOTIFY COR TO ARRANGE

ABATEMENT.

8. SCARIFY AND DRILL CONCRETE TO PREPARE SURFACE AND SET PINS FOR NEW HOUSEKEEPING

PADS. COORDINATE REQUIREMENTS WITH NEW INSTALLATION DRAWINGS APPROVED VENDOR

SHOP DRAWINGS AND HOUSEKEEPING PAD INSTALLATION DETAILS ON STRUCTURAL DRAWINGS.

9. LOCATION OF NEW EQUIPMENT PAD. EXCAVATE AND PREPARE AREA FOR INSTALLATION OF A NEW EQUIPMENT PAD. FURNISH AND INSTALL ALL OSHA REQUIRED SHORING AND FOLLOW ALL SAFETY

REQUIREMENTS. COORDINATE WITH STRUCTURAL DRAWINGS FOR INSTALLATION REQUIREMENTS.

10. LOCATION OF NEW BOLLARD. EXCAVATE AND PREPARE FOR INSTALLATION OF NEW BOLLARDS.

COORDINATE WITH DETAILS ON STRUCTURAL DRAWINGS.

11. REMOVE THE EXISTING ROOF CURB, EQUIPMENT, AND A PORTION OF THE EXISTING ROOFING

SYSTEM TO PREPARE ROOF PENETRATION FOR A ROOF PATCH. ROOFING SYSTEM SHALL BE CUT

BACK A MINIMUM OF 12” BEYOND THE ROOF OPENING. COORDINATE WITH DETAIL 1 ON DRAWING

A-06. COORDINATE WITH MECHANICAL DEMOLITION DRAWINGS.

12. PREPARE ROOF SYSTEM FOR NEW MECHANICAL INSTALLATIONS. COORDINATE LOCATIONS AND SIZE OF OPENINGS WITH MECHANICAL DRAWINGS. FURNISH AND INSTALL SUPPLEMENTAL STEEL

AS SHOWN ON STRUCTURAL DRAWINGS AND CUT A NEW OPENING THROUGH THE ROOF DECKING.

REMOVE A PORTION OF THE EXISTING ROOF AS REQUIRED FOR NEW INSTALLATIONS. COORDINATE

WITH ROOFING DETAILS SHOWN ON DRAWING A-06.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h

/1 5/

DESIGN DEVELOPMENT

Office of

Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

STAMP

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

79 MIDDLEVILLE RD, NORTHPORT, NY 11768

632-23-109RENOVATE UTILITIES

BUILDING 13

DECEMBER 27, 2023

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

SOILED LINENS

WASH ROOM

MECH. ROOM

LOCKER ROOM

RESTROOM

PLANT MANAGER

LINEN DISTRIBUTION AREA

LOADING DOCK

3 4 5 6 7 8 9 10 11

AIR HANDLER

CHILLER

9' -9

16'-0"

19'-1"

6' -4

6' -0

3' -7

5' -0

-0

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

4' -0

7' -5

'-5

'-1

16'-8"

2'-0" 2'-0"

8'-2 1/2" 6'-0" 19'-5 1/2"

33'-8"

'-1

13'-10"

5'-8"2' -8

2'-6"

2' -6

3' -1

1" 3'

-0

'-1

0" 7"

'-3

1' -0

-0

'-3

2'-2 1/2"6'-0"2'-2 1/2"

10'-4 1/2" 6'-0"

44'-11"

2'-10"

2' -1

3'-3 1/2"

9' -9

-0

8'-4 1/4"

3'-8"

2' -0

2'-0"

6' -0

10'-4"

'-4

2'-3" 6'-0"

3' -9

3' -1

WASHER

WASHER WASHER

DRYER DRYER DRYER DRYER

AIR HANDLER

CHILLER

NEW WALL ONLY

12'-0"

3'-6 1/4"

6' -0

2'-8"

1'-8"

(TYP)

NEW WALL ONLY (EACH SIDE)

EXIST. 8BL13

EXIST. 6WF15EXIST. 6WF15EXIST. 6WF15EXIST. 6WF15

EXIST. 6WF15

EXIST. 8BL13

EXIST. 6WF15

EXIST. 8WF17 EXIST. 8WF17 EXIST. 8WF17 EXIST. 8WF17

EXIST. 8BL13

/2 x

2L S x

1/ x

/2 x

3 4 5 6 7 8 9 10 11

EXIST. 7/8" R

OD CROSS BRACING

EXIST. 7/8" R

OD CROSS BRACING

EXIST. 7/8" ROD CROSS BRACING

EXIST. 7/8" R

OD CROSS BRACING

EXIST. 7/8" R

OD CROSS BRACING

EXIST. 7/8" R

OD CROSS BRACING

EXIST. 7/8" R

OD CROSS BRACING

EXIST. 7/8" R

OD CROSS BRACING

EXIST. 7/8" ROD CROSS BRACING

4'-10 1/2"

5'-6 1/4" 7'-11" 4'-0 3/4"

7' -2

2' -9

5' -7

1'-10"

8'-1 1/2"

3'-5 1/2"

2' -7

1' -2

4'-7 1/4"

S.G. S.M.

A-03

ARCHITECTURAL INSTALLATION

FLOOR PLAN

INSTALLATION FLOOR PLAN - PARTIAL BUILDING 13

3/16"= 1'-0"

INSTALLATION ROOF PLAN - PARTIAL BUILDING 13

1/8"= 1'-0"

NEW WORK KEYED NOTES:

1. INSTALL NEW METAL FRAMED AND GYPSUM BOARD WALL AS SHOWN ON THE PLAN, AS INDICATED BY WALL TYPE "A" SHOWN ON DRAWING A-5 WITH MATERIALS SPECIFIED. THE WALL SHALL EXTEND FROM THE FINISHED FLOOR TO THE UNDERSIDE OF THE ROOF DECK. INSTALL FIREPROOFING AT THE TOP AND BOTTOM OF THE WALL ASSEMBLY AND ALL PENETRATIONS TO MEET OR EXCEED THE REQUIRED 1 HOUR FIRE RATING. COORDINATE WITH PENETRATIONS DETAILS AS SHOWN ON A-06. FINISH WALL SURFACES WITH EPOXY PAINT AS SPECIFIED. CONTRACTOR SHALL COORDINATE WITH COR FOR VA INSTALLATION PRIOR TO INSTALLATION OF GYPSUM BOARD.

2. INSTALL A NEW WAINSCOT. WAINSCOT SHALL BE; 18 GA., 304 STAINLESS SHEET STEEL, WITH A #4 EXPOSED FINISH. WAINSCOT SHALL EXTEND FROM THE FINISHED FLOOR TO A MINIMUM OF 4'-0” AFTER FINISHED FLOOR. ALL EDGES SHALL BE FILLETED TO REMOVE ALL SHARP EDGES. INSTALL USING CONSTRUCTION ADHESIVE AND FASTENERS EQUALLY SPACED NOT TO EXCEED 8” O.C. AROUND THE PERIMETER AND 16” O.C. IN THE FIELD OF THE PANEL. CORNER GUARDS SHALL BE PRE-DRILLED AND COUNTER SUNK FOR FASTENERS IN THE SHOP. FASTENERS SHALL BE STAINLESS STEEL FLAT HEAD SCREWS. INSTALL PANELS WITH A 1/8” GAP BETWEEN EACH PANEL.

SEAL PANEL GAPS AND ALL EDGES OF THE PANELS WITH A NON-SAGGING SILICONE SEALANT COLOR TO MATCH THE WAINSCOT.

EXTEND FROM CORNER TO CORNER OF WALL.

3. INSTALL NEW DOOR PANELS, DOOR FRAME AND REQUIRED HARDWARE. COORDINATE WITH DOOR SCHEDULE AND DETAILS ON DRAWING A-05. COORDINATE COMPONENT SELECTION WITH PROJECT SPECIFICATIONS. FINISH WITH PAINT AS SPECIFIED FOR

INTERIOR METAL SURFACES.

4. INSTALL NEW TRENCH DRAIN AND GRATING. COORDINATE INSTALLATION WITH TRENCH DRAIN INSTALLATION DETAIL (5) ON DRAWING

A-06 AND AS INDICATED ON PLUMBING DRAWINGS.

5. PATCH EXISTING CONCRETE FLOOR. COORDINATE INSTALLATION WITH TRENCH DRAIN PATCH INSTALLATION DETAIL (6) ON DRAWING

A-06. TROWEL SMOOTH AND LEVEL WITH ADJACENT SURFACES.

6. PATCH ALL FLOOR PENETRATIONS NO LONGER IN USE. SEE DETAIL ON STRUCTURAL DRAWINGS FOR INSTALLATION REQUIREMENTS.

7. INSTALL NEW HOUSEKEEPING PADS. COORDINATE SIZE AND LOCATION WITH APPROVED VENDER SHOP DRAWINGS AND MEP

DRAWINGS. SEE DETAIL ON STRUCTURAL DRAWINGS FOR INSTALLATION REQUIREMENTS.

8. INSTALL NEW CORNER GUARD. CORNER GUARD SHALL BE 3" x 3" x 3/16" AND SHALL EXTEND FROM FINISHED FLOOR TO MINIMUM OF 4'-0"

AFTER FINISHED FLOOR.

9. EXISTING LOUVERS TO REMAIN. FURNISH AND INSTALL 2”X 2”X 1/8” SUPPLEMENTAL STEEL ANGLES AS REQUIRED TO FASTEN 18 GA.

FACTORY PRIMED SHEET METAL TO THE EXTERIOR OF THE EXISTING LOUVER. PRIME COAT ALL STEEL AND CUT EDGES. FINISH WITH PAINT AS SPECIFIED FOR EXTERIOR METAL SURFACES. PROVIDE GASKETING AND SEALANT TO MAKE WEATHER TIGHT.

10. PREPARE CONCRETE FLOOR AND HOUSEKEEPING PAD SURFACES FOR NEW FINISHES AS SPECIFIED AND RECOMMENDED IN FINISH MANUFACTURERS PUBLISHED INSTALLATION INSTRUCTIONS. INSTALL NEW EPOXY FLOOR COATING, IN THE ENTIRE ROOM. COATING

SHALL BE INSTALLED TO COVER THE NEW HOUSEKEEPING PADS.

11. INSTALL A NEW EPOXY WALL COATING ON EACH WALL OF THE ROOM. (U.O.N)

12. INSTALL A NEW EQUIPMENT PAD FOR MECHANICAL EQUIPMENT. COORDINATE SIZE AND LOCATION WITH MECHANICAL DRAWINGS AND APPROVED VENDER SHOP DRAWINGS. COORDINATE THE INSTALLATION OF THE EQUIPMENT PAD WITH DETAILS ON STRUCTURAL

DRAWINGS.

13. INSTALL NEW HOUSEKEEPING PAD ON NEW EQUIPMENT PAD (SEE KEYED NOTE 12) COORDINATE SIZE AND LOCATION WITH MECHANICAL DRAWINGS AND APPROVED VENDOR SHOP DRAWINGS. COORDINATE THE HOUSEKEEPING PADS WITH DETAILS ON STRUCTURAL

DRAWINGS.

14. INSTALL A NEW CHAIN-LINK FENCE WITH A 6'-0” LOCKABLE DOUBLE SWING GATE.

15. PATCH EXISTING ROOF DECK AND ROOFING SYSTEM AS SHOWN IN DETAIL (1) ON DRAWING A-06.

16. INSTALL A NEW ROOF CURB AS SHOWN IN DETAIL (2) ON DRAWING A-06. COORDINATE SIZE AND LOCATION WITH MECHANICAL

DRAWINGS AND APPROVED VENDOR SHOP DRAWINGS.

17. INSTALL A NEW EQUIPMENT CURB AS SHOWN IN DETAIL (3) ON DRAWING A-06. COORDINATE SIZE AND LOCATION WITH MECHANICAL

DRAWINGS AND APPROVED VENDOR SHOP DRAWINGS.

18. INSTALL (9) BALLARDS 6" DIA x 4'-7" HT. (SEE DWG DETAIL (2) ON DWG. S-03)

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h

/1 5/

DESIGN DEVELOPMENT

Office of

Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

STAMP

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

79 MIDDLEVILLE RD, NORTHPORT, NY 11768

632-23-109RENOVATE UTILITIES

BUILDING 13

DECEMBER 27, 2023

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

3 4 5 6 7 8 9 10 11

1'-5 1/2"

2' -1

2" 1'

-4

1'-5 1/2"

LEGEND:

CEILING GRID AND TILE

2X4 LIGHTING TROFFER

WITH EMERGENCY BATTERY

CEILING DIFFUSER

CEILING REGISTER

EXHAUST DUCT

S.G S.M.

A-04

ARCHITECTURAL REFLECTED

CEILING PLAN

REFLECTED CEILING FLOOR PLAN - PARTIAL BUILDING 13

3/16= 1'-0"1 REFLECTED CEILING KEYED NOTES:

1. INSTALL NEW ACOUSTIC TILE CEILING AND GRID. COORDINATE WITH DETAIL 5 ON DRAWING A-05.

CEILING TO BE INSTALLED AT AN ELEVATION OF 9'-0” ABOVE FINISHED FLOOR. COORDINATE WITH

STRUCTURAL DRAWINGS FOR SEISMIC DESIGN CATEGORY REQUIREMENTS, AND MANUFACTURERS

PUBLISHED INSTALLATION INSTRUCTIONS AND DETAILS FOR THE IDENTIFIED SEISMIC CATEGORY.

2. LED CEILING TROFFERS. TO BE FURNISHED AND INSTALLED BY VA CONTRACTOR. SHALL

COORDINATE WITH COR FOR VA INSTALLATIONS PRIOR TO INSTALLATION OF CEILING GRID

3. INSTALL NEW CEILING DIFFUSERS AND REGISTERS. COORDINATE SIZE AND LOCATION WITH

MECHANICAL DRAWINGS AND APPROVED VENDOR SHOP DRAWINGS.

4. COORDINATE WITH FIRE PROTECTION DRAWINGS FOR LOCATIONS OF MODIFIED SPRINKLER

SYSTEM AND NEW SPRINKLER HEADS.

5. COORDINATE WITH MEP DRAWING FOR WALL PENETRATIONS AND EQUIPMENT INSTALLATIONS.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h

/1 5/

DESIGN DEVELOPMENT

Office of

Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

STAMP

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

79 MIDDLEVILLE RD, NORTHPORT, NY 11768

632-23-109RENOVATE UTILITIES

BUILDING 13

DECEMBER 27, 2023

AutoCAD SHX Text

CONC. SLAB SEAMLESS EPOXY FLOORING

VINYL TRANSITION STRIP

AS MFD BY JOHNSONITE,

MODEL No. CTA-40-X OR

AN APPROVED EQUAL.

DOOR PANEL

℄ OF TRANSITION TO MATCH ℄

OF DOOR

SCALE:

TRANSITION - VCT TO SEAMLESS EPOXY FLOORING

6" = 1'-0"4

VCT FLOOR

FINISH

JAMB DETAIL

HEAD DETAIL

SCALE:

SINGLE RABBETED FRAME IN DRYWALL PARTITION (1-LAYER ON

EACH SIDE) W/ AUTO-SWING DOOR OPERATOR

3" = 1'-0"2

WALL BOARD:

(1) LAYER ON EACH SIDE PER

WALL TYPE AND

SPECIFICATIONS

STEEL CRIPPLE STUDS:

STUD AT 16" 0.C.

(COORDINATE WIDTH WITH

WALL TYPE.)

FRAME REINFORCED FOR

INSTALLATION OF AUTOMATIC

DOOR OPERATOR

STEEL RUNNER AS HEADER

ATTACH TO STRUT-STUD

ALIGN DOOR FRAME AND WALL

SURFACE FLUSH

AUTOMATIC DOOR

OPERATOR AS

SPECIFIED

18 GA. BRUSHED STAINLESS

STEEL HOOD WITH END CAPS

AS FURNISHED BY OPERATOR

MANUFACTURER

6" HIGH x 1/8" THICK STEEL

BLOCKING PLATE. PLATE SHALL

BE FABRICATED FROM A SINGLE

PIECE & SHALL BE SCREW

FASTENED TO STUD FRAMING.

(1) LAYER OF 1/2" WALL BOARD

MOUNTED OVER BLOCKING

PLATE. WALL BOARD VARIETY

PER WALL TYPE AND

SPECIFICATIONS.

DOOR FRAME (REFER

TO DOOR SCHEDULE

FOR MATERIAL)

FASTEN "ZEE" ANCHOR TO

STUD USING SCREWS

WALL BOARD:

(1) LAYER ON EACH SIDE

PER WALL TYPE AND

SPECIFICATIONS

STEEL STRUT-STUDS:

WALL STUDS AT 16" 0.C.

(COORDINATE WIDTH WITH

WALL TYPE.)

'ZEE' ANCHORS (MIN. 3 PER JAMB)

(MIN. 4 FOR 8'-0" HIGH DOORS)

DOOR FRAME (REFER TO DOOR

SCHEDULE FOR MATERIAL)

CONTINUOUS SEALANT, BOTH

SIDES OF FRAME

ALIGN DOOR FRAME AND WALL

SURFACE FLUSH, (TYP.)

METAL "J"-TRIM, EACH SIDE

CONTINUOUS SEALANT

JAMB DETAIL

HEAD DETAIL

SCALE:

DOUBLE RABBETED FRAME IN DRYWALL PARTITION

(1-LAYER ON EACH SIDE)

3" = 1'-0"3

WALL BOARD:

(1) LAYER ON EACH SIDE PER

WALL TYPE AND

SPECIFICATIONS

STEEL CRIPPLE STUDS:

STUD AT 16" 0.C.

(COORDINATE WIDTH WITH

WALL TYPE.)

STEEL RUNNER AS HEADER

ATTACH TO STRUT-STUD

CONTINUOUS SEALANT, BOTH

SIDES OF FRAME

DOOR FRAME (REFER

TO DOOR SCHEDULE

FOR MATERIAL)

FASTEN "ZEE" ANCHOR TO

STUD USING SCREWS

CONTINUOUS SEALANT, BOTH

SIDES OF FRAME

DOOR FRAME (REFER TO DOOR

SCHEDULE FOR MATERIAL)

WALL BOARD:

(1) LAYER ON EACH SIDE PER

WALL TYPE AND

SPECIFICATIONS

STEEL STRUT-STUDS:

WALL STUDS AT 16" 0.C.

(COORDINATE WIDTH WITH

WALL TYPE.)

'ZEE' ANCHORS (MIN. 3 PER JAMB)

(MIN. 4 FOR 8'-0" HIGH DOORS)

LAY IN GRID

HANGER WIRE SHALL BE 12 GA. AND

SPACED 4'-0" O.C. (WIRES SHALL NOT BE

HUNG FROM PIPES, DUCTS OR

EQUIPMENT)

ACOUSTIC CEILING TILE

WALL CONSTRUCTION

CEILING INSTALLATION NOTES:

1. CEILING INSTALLATION TO CONFORM TO THE

REQUIREMENTS OF ASTM C636.

2. ALL WIRE TIES ARE TO BE THREE TURNS AROUND

ITSELF WITHIN THREE INCHES.

SCALE:

DETAIL AT ACOUSTIC CEILING TILE

3" = 1'-0"5

HANG FROM ROOF

STRUCTURE

STEEL DECKING OF

STRUCTURE ABOVE

CONT. 3 5/8" GALV.

STEEL TRACK.

3 5/8" STEEL STUDS @ 16" O.C.

(TYPICAL)

LAYER OF 5/8" GYP.

BD. (TYPICAL BOTH

SIDES)

SEE FINISHES AS IDENTIFIED

ON THE PLAN.

DEEP LEG DEFLECTION TRACK.

BOLTED TO CEILING (TYP.)1/4"Ø KWIK BOLT II @

48" O.C. (3-1/2" EMBED)

TYP. ALL STUD

PARTITIONS

BLOCKING:

CONT. 3 5/8" GALV. STEEL

TRACK AT THE TOP OF

WAINSCOT AND AS

REQUIRED FOR WALL

MOUNTED EQUIPMENT AND

CASEWORK

SCALE:

PARTITION TYPE A

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

PACK VOID WITH MINERAL WOOL

COORDINATE WITH MEP

DRAWING FOR THROUGH WALL

PENETRATIONS

SEE PENETRATION DETAILS ON

A-06

INSTALL FIRE

SEALANT FOR

EACH SIDE TOP &

BOTTOM

6'-0" x 7'-0"

DOOR SCHEDULE

DOOR

NO.ROOM NAME SIZE MAT. TYPE

DOOR

MAT. DETAIL

FRAME

PARTITION

TYPE

FIRE

RATING REMARKS

01 DRYER ROOM

02 DRYER ROOM

03 MECHANICAL ROOM

04 WASH ROOM

05 WASH ROOM

HM 2HG *1/A-501 A

DOOR

NO.

HARDWARE

SET

6'-0" x 7'-0" 6'-0" x 7'-0" 6'-0" x 7'-0" 3'-0" x 7'-0"

HM 1/A-601

HM FL 2/A-501

HM 1/A-501

HM HG 2/A-501

1 HR

DOOR SCHEDULE LEGEND:

FL - FLUSH PANEL

HG - HALF GLASS PANEL

HM - HOLLOW METAL

A A A A

1 HR

2HG

SCALE:

DOOR TYPE ELEVATIONS

1/4" = 1'-0"1

S.G S.M.

A-05

ARCHITECTURAL DETAILS 1 OF 2

ROOM FINISH GENERAL NOTES:

1. FINAL COLOR SELECTIONS AND/OR PATTERN SELECTIONS FOR FINISHES SHALL BE PERFORMED BY THE VA.

2. WHERE MATERIALS ARE NOT REFERENCED ON DRAWINGS, ARE NOT SPECIFIED AND ARE NECESSARY TO COMPLETE THE WORK OF THIS CONTRACT, IT IS INTENDED TO MATCH EXISTING MATERIALS. WHERE MATERIALS ARE INTENDED TO MATCH EXISTING, PROVIDE

CLOSEST POSSIBLE MATCH. ALL SELECTIONS ARE SUBJECT TO VA'S APPROVAL.

3. ALL ITEMS AND WORK ON DRAWINGS ARE NEW, UNLESS OTHERWISE NOTED.

4. ALL NEW INSTALLATIONS OR BUILDING COMPONENTS TO REMAIN, THAT ARE DAMAGED DURING DEMOLITION OR CONSTRUCTION, SHALL BE REPAIRED OR REPLACED. WHERE ITEMS CANNOT BE REPAIRED TO A "NEW CONDITION", OR THE STRUCTURAL INTEGRITY

HAS BEEN AFFECTED, ITEM SHALL BE REPLACED AT NO COST TO THE VA.

5. ALL CONTRACTORS ARE RESPONSIBLE TO VERIFY ALL SITE, FIELD AND BUILDING CONDITIONS PRIOR TO SUBMITTING BIDS AND COMMENCING WORK. IF THERE ARE ANY DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS, SUBMIT A REQUEST FOR

INFORMATION TO VA FOR RESOLUTION.

6. WHERE EXISTING CONSTRUCTION OR BUILDING COMPONENTS HAVE BEEN REMOVED AND/OR DISTURBED FOR INSTALLATION OF NEW WORK, CAUSING THE EXPOSURE OF UNFINISHED AND/OR DAMAGED SURFACES, THE RESULTING SURFACES SHALL BE INFILLED/RECONSTRUCTED WITH MATERIALS TO MATCH FINISHED AREAS. ALL ABANDONED OPENINGS (I.E. DUCT/PIPE REMOVALS, ETC.) AT WALLS, ROOF OR FLOOR TO BE INFILLED SOLID.

7. WHERE REMOVAL OF EXISTING CONSTRUCTION HAS RESULT IN DEPRESSIONS AND/OR UNEVEN FLOOR CONDITIONS, PATCH, LEVEL AND FEATHER AREAS AS REQUIRED TO PROVIDE LEVEL, SMOOTH SURFACE FOR INSTALLATION OF NEW FLOOR FINISH.

8. ALTHOUGH NOT NECESSARILY SHOWN ON DRAWINGS, DEMOLITION/REMOVAL AND REPAIR/REINSTALLATION IS REQUIRED IN SOME AREAS AFFECTED BY MEP WORK. WORK MAY INCLUDE BY NOT NECESSARILY BE LIMITED TO; THE REMOVAL/REPLACEMENT OF PORTIONS OF CEILINGS, WALLS, FINISHES, AND OTHER CONSTRUCTION AS NECESSARY TO PERFORM THE INSTALLATIONS OF MEP SYSTEMS. ONCE INSTALLATIONS ARE COMPLETE, CONTRACTOR SHALL RESTORE THESE SPACES, AREAS, AND/OR BUILDING

COMPONENTS TO THEIR ORIGINAL CONDITION.

9. CONTRACTOR SHALL OBTAIN FROM VA ALL REQUIREMENTS FOR INSTALLATION OF VA PROVIDED EQUIPMENT INCLUDING ROUGHING DIAGRAMS, INSTALLATION INSTRUCTIONS, ELECTRICAL SCHEMATICS, TEMPLATES, LAYOUTS AND DIMENSIONS AND ALL OTHER INFORMATION NECESSARY FOR A PROPER, WELL-COORDINATED INSTALLATION. PRIOR TO ROUGH-IN OF SERVICES, CONFER WITH

OWNER FOR EXACT LOCATION OF ALL ITEMS.

10. ALL PENETRATIONS THROUGH FLOORS AND FULL HEIGHT WALLS SHALL BE FIRE STOPPED. ALL GAPS AND JOINTS AT RATED FLOORS, ROOFS AND WALLS SHALL BE FIRE STOPPED. GAPS AND JOINTS INCLUDE (BUT ARE NOT LIMITED TO) TOP OF WALL TO FLOOR OR ROOF DECK, WALL TO BEAMS, AND CONTROL OR EXPANSION JOINTS. FIRE STOPPING INCLUDES FOAM OR SEALANT AND THE FILL, VOID OR CAVITY PACKING MATERIAL.

11. SO THAT THE WORK AND SCHEDULE ARE NOT IMPEDED, THE GENERAL CONTRACTOR SHALL COORDINATE THE WORK OF EACH TRADE WITH OTHER CONTRACTORS WHO MAY BE ON SITE ON OTHER PROJECTS. SCHEDULE WORK PROGRESS THROUGHOUT THE ENTIRE PROJECT TO PREVENT CONFLICTS AND INTERFERENCES. OBTAIN ALL NECESSARY INFORMATION SUCH AS SIZES, LOCATIONS, TEMPLATES, LAYOUT, DIMENSIONS AND ALL OTHER INFORMATION NECESSARY FOR A PROPER AND WELL COORDINATED

INSTALLATION.

12. CONTRACTOR SHALL COORDINATE ALL ACTIVITIES WITH OWNER TO PREVENT DISRUPTION TO BUSINESS OPERATIONS.

13. CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING TEMPORARY DUST TIGHT PARTITIONS TO SEGREGATE AREAS UNDER

CONSTRUCTION FROM OCCUPIED SPACES. SEE GENERAL PROTECTION NOTES ON DRAWING A-01.

14. ALL EXTREME DUST, NOISE AND VIBRATION CREATING ACTIVITIES SHALL BE COORDINATED WITH THE VA AND IF DIRECTED, THEY

SHALL BE DONE OFF HOURS.

15. ALL CEILING SUSPENSION SYSTEMS AS WELL AS OTHER CONSTRUCTION SYSTEMS SHALL COMPLY WITH THE GOVERNING CODE REQUIREMENTS FOR SEISMIC CONDITIONS. THE CONTRACTOR SHALL INCORPORATE THESE REQUIREMENT INTO HIS BID PRICE.

16. AS A MINIMUM REQUIREMENT, CLASS C DESIGNATED INTERIOR FINISH MATERIALS SHALL BE FURNISHED AND INSTALLED WITHIN ALL SPACES SCHEDULED TO RECEIVE NEW INTERIOR WALL AND CEILING FINISHES. WITHIN SPACES DESIGNATED TO RECEIVE NEW FLOOR

FINISHES, PROVIDE CLASS II OR BETTER MATERIALS.

17. ANY CRACKS FOUND IN CONCRETE SLAB SHALL BE REPAIRED UTILIZING A HIGH STRENGTH, TWO-COMPONENT, 100% SOLIDS EPOXY CRACK FILLER. PRODUCT SHALL BE TK-9000 EPOXY FILLER AS MANUFACTURED BY TK PRODUCTS, OR AN APPROVED EQUAL.

18. ALL EXISTING PAINTED SURFACES AFFECTED BY DEMOLITION AND/OR NEW WORK SHALL BE TOUCHED UP AS NEEDED TO MATCH

ADJACENT SURFACES.

19. ALL EXIST. PAINTED WALL SURFACES AFFECTED BY DEMOLITION AND OR NEW WORK SHALL RECEIVE A NEW PAINT FINISH. PAINT ENTIRE WALL PLANE, CORNER TO CORNER. COLOR TO MATCH ADJACENT EXISTING WALL SURFACES.

20. WHERE THE FINISHES STIPULATES RESINOUS FLOOR INSTALLATION, CONTRACTOR SHALL SHOT BLAST AND PREPARE EXISTING FLOOR FOR INSTALLATION OF NEW FINISHES AS REQUIRED IN MANUFACTURERS PUBLISHED INSTALLATION MANUAL.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h

/1 5/

DESIGN DEVELOPMENT

Office of

Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

STAMP

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

79 MIDDLEVILLE RD, NORTHPORT, NY 11768

632-23-109RENOVATE UTILITIES

BUILDING 13

DECEMBER 27, 2023

AutoCAD SHX Text

DOOR PANEL

AutoCAD SHX Text 2 1/2"

AutoCAD SHX Text

COORDINATE W/

AutoCAD SHX Text

COORDINATE W/

AutoCAD SHX Text

DOOR HEIGHT

AutoCAD SHX Text

DOOR HEIGHT

AutoCAD SHX Text

DOOR HEIGHT

AutoCAD SHX Text

DOOR HEIGHT

AutoCAD SHX Text

DOOR HEIGHT

AutoCAD SHX Text

DOOR HEIGHT

AutoCAD SHX Text

REFER TO

AutoCAD SHX Text

REFER TO

AutoCAD SHX Text

DOOR WIDTH

AutoCAD SHX Text

DOOR WIDTH

AutoCAD SHX Text

DOOR WIDTH

AutoCAD SHX Text

DOOR WIDTH

AutoCAD SHX Text

DOOR WIDTH

AutoCAD SHX Text

DOOR WIDTH

AutoCAD SHX Text

COORDINATE W/

AutoCAD SHX Text

COORDINATE W/

AutoCAD SHX Text

REFER TO

AutoCAD SHX Text

REFER TO

AutoCAD SHX Text

REFER TO

AutoCAD SHX Text

REFER TO

AutoCAD SHX Text

COORDINATE W/

AutoCAD SHX Text

COORDINATE W/

AutoCAD SHX Text

DOOR WIDTH

AutoCAD SHX Text

DOOR WIDTH

AutoCAD SHX Text

DOOR WIDTH

AutoCAD SHX Text

DOOR WIDTH

AutoCAD SHX Text

DOOR WIDTH

AutoCAD SHX Text

DOOR WIDTH

AutoCAD SHX Text

COORDINATE W/

AutoCAD SHX Text

COORDINATE W/

AutoCAD SHX Text

DOOR HEIGHT

AutoCAD SHX Text

DOOR HEIGHT

AutoCAD SHX Text

DOOR HEIGHT

AutoCAD SHX Text

DOOR HEIGHT

AutoCAD SHX Text

DOOR HEIGHT

AutoCAD SHX Text

DOOR HEIGHT

AutoCAD SHX Text

REFER TO

AutoCAD SHX Text

REFER TO

AutoCAD SHX Text 1/2"

AutoCAD SHX Text 8"

AutoCAD SHX Text

SEE DOOR

AutoCAD SHX Text

SEE DOOR

AutoCAD SHX Text

1/4" LAMINATED SAFETY GLASS

2HG

SEALING MASTIC

STAINLESS STEEL CLAMPING

RING

GALV. STEEL CAP

GALV. STEEL

COUNTERFLASHING

COVER BOARD

DUCT INSULATION

PRE-FAB INSULATED METAL ROOF

CURB WITH BUILT-IN RAISED CANT

& WOOD NAILER

BASE FLASHING BONDED TO CURB

(EXTEND FLASHING UP AND OVER

WOOD BLOCKING AT TOP OF CURB).

INSTALL PER MANUFACTURERS

INSTALLATION INSTRUCTIONS.

EXISTING BUILT-UP

ROOFING MEMBRANE

CONT. TREATED WOOD

BLOCKING

20 GA. "J" CLOSURE STRIP OVER

EDGE OF DECK

NEW REINFORCEMENT (TYP.)

COORDINATE WITH

STRUCTURAL DRAWINGS.

EXISTING METAL DECK

20 GA. SHT. METAL CLOSURE

ALL AROUND

EXISTING RIGID

INSULATION

MECH. EQUIPMENT (SEE MECH.

DWGS.)

FULLY ADHERE FLASHING TO

INSULATED ROOF CURB (FLASHING

TO EXTEND UP CURB AND OVER

WOOD BLOCKING AT TOP OF CURB).

INSTALL PER MANUFACTURERS

INSTALLATION INSTRUCTIONS.

EXISTING COVER BOARD

EXISTING RIGID INSULATION

EXISTING METAL DECK

NEW REINFORCEMENT (TYP.)

COORDINATE WITH

STRUCTURAL DRAWINGS.

20 GA. "J" CLOSURE STRIP

OVER EDGE OF DECK

PREFABRICATED 18 GA. GALV. STEEL

INSULATED ROOF CURB, W/FACTORY

INSTALLED WOOD NAILER AND BUILT-IN

RAISED CANT

SECURE ROOFING AND FLASHING TO

TREATED WOOD NAILERS TOP AND

BOTTOM

METAL CURB FLASHING

AND DRIP (SUPPLIED BY

FAN MANUF.)

CANT STRIP

EXISTING BUILT-UP

ROOFING MEMBRANE

SEALING MASTIC

EXISTING BUILT-UP

ROOFING MEMBRANE

OVERLAP DECK PATCH A

MINIMUM OF 12" ALL

AROUND EXISTING

OPENING.

EXISTING OPENING.

COORDINATE WITH

MECHANICAL DRAWINGS

AND FIELD CONDITIONS.

OVERLAP EXISTING

BUILT-UP ROOFING WITH

NEW A MINIMUM OF 12"

ALL AROUND.

CUT BACK EXISTING

ROOFING SYSTEM A

MINIMUM OF 12" ALL

AROUND EXISTING

OPENING.

NEW METAL ROOF

DECKING TO MATCH

EXISTING.

NEW RIGID INSULATION

TO MATCH EXISTING.

NEW COVER BOARD TO

MATCH EXISTING.

NEW BUILT-UP ROOFING

MEMBRANE SHALL BE

COMPATIBLE WITH THE

EXISTING SYSTEM

SEALING MASTIC

SCALE:

TYPICAL ROOF OPENING REPAIR DETAIL

1 1/2" = 1'-0"1 SCALE:

TYPICAL ROOF CURB DETAIL (DUCT PENETRATION)

1 1/2" = 1'-0"2 SCALE:

TYPICAL ROOF EQUIPMENT CURB DETAIL

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

CONT. TREATED WOOD

CONU. BLOCKING

ANSI/UL1479 (ASTM E814)

SECTION A-A

1. WALL ASSEMBLY — SHALL BE CONSTRUCTED AS INDICATED BY WALL TYPE. THE FOLLOWING INDICATES THE MINIMUM REQUIREMENTS FOR THE

PENETRATION:

THE 1 OR 2 HR FIRE RATED GYPSUM BOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER SPECIFIED IN THE INDIVIDUAL U300, U400, V400 OR W400 SERIES WALL AND PARTITION DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING

CONSTRUCTION FEATURES:

A. STUDS — WALL FRAMING SHALL CONSIST STEEL CHANNEL STUDS. STEEL STUDS TO BE MIN 2-1/2 IN. WIDE AND SPACED MAX 24 IN. OC.

B. GYPSUM BOARD* — 5/8 IN. THICK, 4 FT WIDE WITH SQUARE OR TAPERED EDGES. THE GYPSUM BOARD TYPE, THICKNESS, NUMBER OF LAYERS, FASTENER

TYPE AND SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL WALL AND PARTITION DESIGN. MAX DIA. F OPENING IS 7-1/2 IN. THE HOURLY F AND FH RATINGS OF THE FIRESTOP SYSTEM ARE EQUAL TO THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED.

2. THROUGH PENETRATES — ONE METALLIC PIPE OR TUBING TO BE CENTERED WITHIN THE FIRESTOP SYSTEM. PIPE OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. THE FOLLOWING TYPES AND SIZES OF METALLIC PIPES OR TUBING MAY BE USED:

A. STEEL PIPE — NOM 4 IN. DIAM (OR SMALLER) SCHEDULE 40 (OR HEAVIER) STEEL PIPE.

B. COPPER TUBING — NOM 2 IN. DIAM (OR SMALLER) TYPE L (OR HEAVIER) COPPER TUBING.

C. COPPER PIPE — NOM 2 IN. DIAM (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE.TUBE INSULATION — PLASTICS+ — MIN 1/2 IN. TO MAX 1 IN. THICK

ACRYLONITRILE BUTADIENE/POLYVINYL CHLORIDE (AB/PVC) FLEXIBLE FOAM FURNISHED IN THE FORM OF TUBING. AN ANNULAR SPACE OF MIN 0 IN. (POINT CONTACT) TO MAX 1-1/2 IN. IS REQUIRED WITHIN THE FIRESTOP SYSTEM. THE T, FT AND FTH RATINGS ARE 1 HR WHEN THE 1 IN. THICK TUBE INSULATION IS USED AND 3/4 HR WHEN THE 3/4 IN. THICK TUBE INSULATION IS USED. WHEN TUBE INSULATION THICKNESS IS LESS THAN 3/4 IN., THE T, FT AND FTH

RATINGS ARE 0 HR.

SEE PLASTICS+ (QMFZ2) CATEGORY IN THE RECOGNIZED COMPONENT DIRECTORY FOR NAMES OF MANUFACTURERS. ANY RECOGNIZED COMPONENT TUBE INSULATION MATERIAL MEETING THE ABOVE SPECIFICATIONS AND HAVING A UL 94 FLAMMABILITY CLASSIFICATION OF 94-5VA MAY BE USED.

3. FILL, VOID OR CAVITY MATERIAL* — SEALANT — MIN 5/8 IN. THICKNESS OF FILL MATERIAL APPLIED WITHIN THE ANNULUS, FLUSH WITH BOTH SURFACES OF WALL. AT THE POINT CONTACT LOCATION BETWEEN PIPE COVERING AND GYPSUM BOARD, A MIN 1/2 IN. DIAM BEAD OF FILL MATERIAL SHALL BE APPLIED AT

THE PIPE COVERING/GYPSUM BOARD INTERFACE ON BOTH SURFACES OF WALL.

* INDICATES SUCH PRODUCTS SHALL BEAR THE UL CERTIFICATION MARK FOR JURISDICTIONS EMPLOYING THE UL CERTIFICATION.

THE FOLLOWING ARE BASES OF DESIGN PRODUCTS ARE FS-ONE SEALANT OR FS-ONE MAX INTUMESCENT SEALANT AS MANUFACTURED BY HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC. CONTRACTOR MAY FURNISH FOR REVIEW AND ACCEPTANCE ALTERNATE MANUFACTURERS AND PRODUCTS

THAT MEET OR EXCEED THE IDENTIFIED PRODUCTS.

F Ratings — 1 and 2 Hr (See Item 1) T Ratings — 0, 3/4 and 1 Hr (See Item 3) L Rating At Ambient — Less Than 1 CFM/sq ft.

L Rating At 400 F — Less Than 1 CFM/sq ft

SCALE:

PIPE PENETRATION THROUGH 1-2HR. RATED FRAMED WALL

N.T.S.8

System No. W-L-5028

System No. W-L-7040

1. WALL ASSEMBLY — THE FIRE-RATED GYPSUM WALLBOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER SPECIFIED IN THE INDIVIDUAL U300, U400, V400 OR V400 SERIES WALL AND PARTITION DESIGNS IN THE FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE

THE FOLLOWING CONSTRUCTION FEATURES:

A. STUDS — WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL STUDS. WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN.

LUMBER SPACED 16 IN. OC. STEEL STUDS TO BE MIN 2-1/2 IN. WIDE AND SPACED MAX 24 IN. ADDITIONAL FRAMING MEMBERS SHALL BE USED TO

COMPLETELY FRAME AROUND OPENING.

B. GYPSUM BOARD* — NOM 5/8 IN. THICK WITH SQUARE OR TAPERED EDGES. THE GYPSUM WALLBOARD TYPE, NUMBER OF LAYERS AND SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL WALL AND PARTITION DESIGN NUMBER. MAX AREA OF OPENING IS 1300 IN.2 WITH THE DIMENSION OF 50 IN. THE HOURLY F AND FH RATINGS OF THE FIRESTOP SYSTEM ARE EQUAL TO THE HOURLY FIRE RATING OF THE WALL

ASSEMBLY IN WHICH IT IS INSTALLED.

2. STEEL DUCT — NOM 24 IN. BY 48 IN. (OR SMALLER) NO. 24 GAUGE (OR HEAVIER) GALV STEEL DUCT TO BE INSTALLED WITHIN THE FIRESTOP SYSTEM. THE ANNULAR SPACE SHALL BE MIN 0 (POINT CONTACT) IN. TO A MAX 2 IN. DUCT TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF THE WALASSEMBLY.

3. FIRESTOP SYSTEM — THE FIRESTOP SYSTEM SHALL CONSIST OF THE FOLLOWING:

A. FILL, VOID OR CAVITY MATERIAL*—SEALANT — MIN 5/8 IN. THICKNESS OF FILL MATERIAL APPLIED WITHIN ANNULUS FLUSH WITH BOTH SURFACES OF WALL. AT POINT CONTACT LOCATION, A MIN 1/2 IN. DIAM. BEAD OF FILL MATERIAL SHALL BE APPLIED TO THE WALL/DUCT INTERFACE

ON BOTH SURFACES OF WALL.

B. STEEL RETAINING ANGLE — NO. 18 MSG (0.048 IN.) GALV STEEL ANGLES CUT TO FIT CONTOUR OF DUCT WITH A 2 IN. OVERLAP ON THE DUCT AND A MIN 1 IN. OVERLAP ON THE GYPSUM BOARD ASSEMBLY ON BOTH SUFACES OF WALL. 2 IN. LEG OF ANGLE SECURED TO DUCT WITH MIN NO.

8 BY 3/4 IN. LONG SHEET METAL SCREWS, SPACED A MAX OF 6 IN. OC. WHEN BEAD OF FILL MATERIAL IS USED AT JOINT CONTACT LOCATIONS, ANGLES SHALL BE INSTALLED PRIOR TO FULL MATERIAL CURING.

* INDICATES SUCH PRODUCTS SHALL BEAR THE UL CERTIFICATION MARK FOR JURISDICTIONS EMPLOYING THE UL CERTIFICATION.

1A 3B3A

1B 3B 3A

System No. C-AJ-5091

1. FLOOR OR WALL ASSEMBLY — MIN 4-1/2 IN. THICK REINFORCED LIGHTWEIGHT OR NORMAL WEIGHT (100-150 PCF ) CONCRETE. WALL MAY ALSO BE CONSTRUCTED OF ANY UL CLASSIFIED CONCRETE BLOCKS*. MAX DIAM OF OPENING IS 29 IN.

SEE CONCRETE BLOCKS (CAZT) CATEGORY IN THE FIRE RESISTANCE DIRECTORY FOR NAMES OF MANUFACTURERS.

2. METALLIC SLEEVE — (OPTIONAL) — NOM 30 IN. DIAM (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE SLEEVE CAST OR GROUTED INTO FLOOR OR WALL ASSEMBLY, FLUSH WITH FLOOR OR WALL SURFACES OR EXTENDING A MAX OF 3 IN. ABOVE FLOOR OR BEYOND BOTH SURFACES OF WALL. IF THE STEEL SLEEVE EXTENDS BEYOND THE TOP SURFACE OF THE FLOOR OR BOTH SURFACES OF THE WALL, THE T

RATING OF THE FIRESTOP SYSTEM IS 0 HR.

2A. SHEET METAL SLEEVE — (OPTIONAL) - MAX 6 IN. DIAM, MIN 26 GA GALV STEEL PROVIDED WITH A 26 GA GALV STEEL SQUARE FLANGE SPOT WELDED TO THE SLEEVE AT APPROXIMATELY MID- HEIGHT, OR FLUSH WITH BOTTOM OF SLEEVE IN FLOORS, AND SIZED TO BE A MIN OF 2 IN. LARGER THAN THE SLEEVE DIAM. THE SLEEVE IS TO BE CAST IN PLACE FLUSH WITH BOTTOM SURFACE OF FLOOR AND MAY EXTEND A MAX OF 1 IN. ABOVE

THE TOP SURFACE OF THE FLOOR.

2B.

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated May 8, 2024.