Drawings I.pdf

Approved By VAMC Director

Engineering Manager

VA Safety Manager

VA Police

Energy Manager

GEMS Coordinator

IT Manager

Approved By Signatures, date(s)

Using Activity Program Manager:

Using Activity Program Manager:

Interior Design

Infection Control

Operations Foreman

Information Security Officer

Sterile Processing Services

Logistics

Food Services

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

C&S Companies 2575 E Camelback Rd, Suite 740 Phoenix, AZ 85016

(602) 997-7536

MES Group 550 North Reo Street Tampa, FL 33609

(813) 289-4700

TRIPLE C THE A&E GROUP

201 E. Jefferson St, Suite 200

Syracuse, NY 13202

(315) 484-5958

Mat Perkins

A u to d e s k D o c s /5

-8

C o n s o lid a te

P ri m a ry

C a re s t

F lo o r

S tr a tt o n V

A M

C /5

-8

.1

-A .r v t

/2

/2

:5

:5

A

M

GI000

COVER SHEET 528-811

BLDG 1

08/10/2023 M .PERKINS K.MACAULAY

ISSUED FOR BIDDING CONSOLIDATE PRIMARY CARE ON

FIRST FLOOR

113 Holland Ave, Albany, NY 12208

ISSUED FOR BIDDING

08/10/2023

528-811 CONSOLIDATE PRIMARY CARE

ON FIRST FLOOR - BLDG 1

SAMUEL S. STRATTON VA MEDICAL CENTER

CO: Tony Clemente Contracting Officer

Construction Team 2 Department of Veterans Affairs Network Contracting Office - NCO2 VHA Regional Procurement Office East

20 Madison Ave Extension Albany, NY 12203 518-626-6979 office 518-258-5483 cell 518-626-6144 fax

COR: Joseph Whitney, PE VA Samuel S. Stratton VAMC 113 Holland Ave Albany, NY 12203 518-626-7267 office

C&S TEAM:

Name: Juan Lozoya Email: jlozoya@cscos.com Discipline/Role: Structural Engineer Telephone: (602) 422-8634

Name: Benhang Shi Email: BShi@cscos.com Discipline/role: Structural Engineer Telephone: (713) 416-8094

Name: Charles Vonnahme Email: CVonnahme@cscos.com Discipline/role: BIM- Structural Telephone: (602) 422-8630 Ext: 3902

Name: Margarita Oreshkova Email: MOreshkova@cscos.com Discipline/role: BIM- Structural Telephone: (602) 422-8630 Ext: 6246

MES TEAM:

Name: Nick Stephenson Email: nick.stephenson@mesgroupinc.com Discipline: Mechanical Telephone: 813.331.5093 direct

813.310.7465

Name: Dion Motl Email: dion.motl@mesgroupinc.com Discipline: MPFP Phone: 813-331-5094

Name: Susan Yongue Email: susan.yongue@mesgroupinc.com Discipline: Electrical Phone: 813-331-5083

Name: David Keith Email: david.keith@mesgroupinc.com Discipline: Electrical

THERE IS NO LEAD OR ASBESTOS MATERIAL DESIGNED INTO THIS PROJECT.

_____________________________________________________________SIGNATURE __________________________DATE

AUTHOR: MAT PERKINS, AIA, NCARB, PMP, LEED AP BD+C

TRIPLE C - THE A&E GROUP

THIRD-PARTY INSPECTIONS: COMPREHENSIVE THIRD-PARTY INSPECTIONS, TESTING AND WRITTEN REPORTS FOR ALL DIVISIONS. THE VA SHALL EMPLOY THIRD PARTY INSPECTION CONSULTANTS TO PERFORM ALL INSPECTIONS REQUIRED BY THIS CONTRACT. ANY REFERENCE TO VA INSPECTIONS SHALL BE BY A THIRD-PARTY INSPECTOR QUALIFIED TO PERFORM THE WORK. ALL INSPECTIONS, TESTING, CERTIFICATIONS, AND PERMITS ARE TO BE SCHEDULED BY THE GENERAL

CONTRACTOR IN COORDINATION WITH THE COR.

AS A MINOR PROJECT, THIS PROJECT MUST BE “STAND ALONE”. THAT IS, THE PROJECT CANNOT DEPEND ON ANOTHER

PROJECT OR OTHER FUNDING SOURCE TO MAKE THE FINAL RESULT COMPLETE AND USABLE.

AUGUST 10TH, 2023

Construction Scope of Work

528-811, Consolidate Primary Care 1st Floor

Stratton VA Medical Center, Albany, NY

CONSTRUCTION SCOPE OF WORK

Contractor shall completely prepare project site for operations, including demolition and removal of existing site elements, and furnish labor and materials and perform work at the Samuel S Stratton VA Medical Center, Project 528-811, Consolidate Primary Care 1st Floor as required by drawings and specifications. Period of performance is projected to be Five hundred and Fifty (550) calendar days.

The work will require construction of two additions at the first-floor level. An 1,807 SF addition on the West side of the old file room (room #108) on the roof of the basement level, and a second mirror image addition (1,807 SF) on the East side of room #108. The remainder of the 1st floor core area (approximately 6,140 SF) shall be renovated. These three areas combine to form a continuous Patient Aligned Care Team Primary Care Unit. See phasing on sheets GC-300 - GC305.

Work includes general construction, alterations, and certain other items. Contractor shall provide services including but not limited to: furnish all supervision, labor, equipment, materials, and transportation necessary to accomplish work for the demolition, addition, and replacement as required by specifications and drawings.

Contractor is responsible for Asbestos Containing Materials (ACM) and Lead Based Paint (LBP) removal and mitigation, including Floor tile, Mastic and Lead Paint removal, where it occurs inside the project area of work. Please also see the 2011 ACM survey (included in 02 82 11.1) for estimated quantities and locations. There will be no cost to the Government for any removal, testing, oversight or clearance of ACM. Abatement methods as stipulated in Specification Sections 02 82 11, 02 82 13.13, 02 82 13.19 and 02 83 33.13, are the only allowable methods of abatement. No alternate abatement methods will be considered. See sheets H-100, H-101 and H-102 for more information.

Electrical, Telecommunications, and Security Work: Work includes all labor, material, equipment and supervision to perform new electrical, communications and security systems to the spaces renovated and the new additions detailed by the construction drawings and specifications. Provide access control for all the required doors, coordinate with the door hardware schedule for additional requirements. Provide new cameras, associated devices and equipment.

Mechanical, Plumbing and Fire Protection Work: Work includes all labor, material, equipment and supervision to perform the required Mechanical, Plumbing and Fire Protection construction work on this project. This includes providing materials and construction equipment as detailed by the construction drawings and specifications.

All new mechanical systems shall be addressable and controllable via the existing Engineering Control Center (ECC) and HVAC Shop. The ECC system shall monitor space conditions and unit status and shall alarm the Facility Operations staff as detailed by the mechanical control drawings and specifications.

In addition to providing new mechanical systems to serve the new addition and renovated spaces, this project also requires reconfiguration of the existing building HVAC systems (duct, diffusers, grilles, bracing and supports) to maintain existing heating and cooling systems. Contractor is required to Test and Balance (TAB) new and existing HVAC systems per 23 05 93. This work requires preconstruction TAB readings to establish baseline performance for all existing HVAC systems (in Summer and Winter) to remain serving the Primary Care space and adjacent corridor. Existing systems shall be rebalanced to preconstruction readings.

Contractor shall reconfigure fire protection piping and provide additional sprinkler heads to the existing building automatic sprinkler system as required. New Fire Protection systems shall be provided, and existing systems modified per the construction drawings and specifications.

Contractor shall reconfigure plumbing and medical gas piping and provide new piping, fixtures, valves, fittings, and devices as required by the construction drawings and specifications.

All new and existing systems within the Scope of Work shall be commissioned (or recommissioned) for per Specification 01 91 00.

Inspections: Comprehensive 3rd party inspections, testing and written reports for all Divisions are required and paid by the VA.

Commissioning: The VA has arranged with a third-party individual, company or firm to act as the Commissioning Agent. The Commissioning Agent is the designated person, company or entity that plans, schedules, and coordinates the commissioning team to implement the commissioning process. The Contractor shall employ or appoint staff to act as a Commissioning Manager (see 01 91 00) to carry out all commissioning tasks including managing submittal requirements and resolution of the issues log, and coordination with the third party Commissioning Agent. All new and existing systems within the Scope of Work shall be commissioned (or recommissioned) per Specification 01 91 00.

Duration: The expected construction period duration for each phase includes all pre-construction activity and post-construction testing, third-party inspections and commissioning. Contractor shall submit a comprehensive schedule of work in compliance with 01 32 16.15 PROJECT SCHEDULES (SMALL PROJECTS DESIGN/BID/BUILD). Contractor to perform Commissioning of all new systems and existing systems impacted by the project according to requirements in sections: 01 91 00 – GENERAL COMMISSIONING REQUIREMENTS; 21 08 00 – COMMISSIONING OF FIRE SUPPRESSION SYSTEMS, 22 08 00 – COMMISSIONING OF PLUMBING SYSTEMS, 23 08 00 – COMMISSIONING OF HVAC SYSTEMS; 26 08 00 – COMMISSIONING OF ELECTRICAL SYSTEMS; 27 08 00 – COMMISSIONING OF COMMUNICATIONS SYSTEMS, and 28 08 00 – COMMISSIONING OF ELECTRONIC SAFETY AND SECURITY SYSTEMS. A detailed commissioning plan is required to ensure that all devices are calibrated, programmed, and all graphic displays are accurate and approved by applicable VA staff.

Infection Control: The construction shall clearly define and meet “Infection Control Barrier” criteria. The construction shall be in accordance with the AIA Guidelines for Design and Construction of Hospital and Health Care Facilities, VA Guidelines (or whichever is most stringent) and address; the impact of demolition, renovation including walls and ceiling, electrical, mechanical, equipment and equipment support installation, and new construction.

HIPAA: The design shall accommodate compliance with current HIPAA requirements.

Complete and Functional: The Additions and Renovation shall be in 4 phases and address coordination between all phases to provide a complete, watertight, and functional project for the intended use. Maintain free and unobstructed egress during all phases and all utilities to occupied spaces at each stage.

VA TEAM:

LOCATION MAP

SITE MAP

AREA OF WORK

ALBANY/STRATTON VAMC

113 HOLLAND AVENUE

ALBANY, NEW YORK 12208

N

DEDUCTIVE ALTERNATES:

(DEDUCTIVE ALTERNATES ARE NOT CASCADING. THE OWNER WILL EXERCISE DEDUCTS AS NEEDED. EACH DEDUCT SHALL BE PRICED UNDER SEPARATE CLINS (CONTRACT LINE ITEM NUMBER) SO DETERMINATIONS CAN BE MADE AND PRIORITIES ESTABLISHED BASED ON BIDS RECEIVED.)

FULL CONSTRUCTION AREA INCLUDING ALL ALTERNATES = (2 ADDITIONS @ 1,807 = 3,614 SF + 6,140 SF OF RENOVATION = 9,754 SF GROSS

DEDUCT ALTERNATE #1 - DO NOT REFINISH EXISTING ROOF AREAS. (1,442 SF OF ROOFING)

DEDUCT ALTERNATE #2 - DO NOT EXTEND PNEUMATIC TUBE SYSTEM. (50LF OF PNEUMATIC TUBE)

DEDUCT ALTERNATE #3 - REDUCE 392 SF - NO RENOVATION OFFICES NORTH SIDE OF CORRIDOR -- TAKES OUT 1/2 OF BLOOD DRAW AREA

DEDUCT ALTERNATE #4 - REDUCE 340 SF - NO RENOVATION OFFICES SOUTH SIDE OF CORRIDOR -- TAKES OUT OVERFLOW WAITING

DEDUCT ALTERNATE #5 - REDUCE 500 SF - NO RENOVATION AT BENEFICIARY TRAVEL -- TAKES OUT 1 PROCEDURE ROOM, 1 EXAM ROOM

NOTE: IT IS RECOMMENDED TO PRINT THE PHASING DRAWINGS AT FULL OR HALF SIZE AND IN COLOR FOR

CLARITY (SHEETS GC300 - GC305).

# Revisions: Date:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

C&S Companies 2575 E Camelback Rd, Suite 740 Phoenix, AZ 85016

(602) 997-7536

MES Group 550 North Reo Street Tampa, FL 33609

(813) 289-4700

TRIPLE C THE A&E GROUP

201 E. Jefferson St, Suite 200

Syracuse, NY 13202

(315) 484-5958

Mat Perkins

A u to d e s k D o c s /5

-8

C o n s o lid a te

P ri m a ry

C a re s t

F lo o r

S tr a tt o n V

A M

C /5

-8

.1

-A .r v t

/1

/2

:4

:5

A

M

GI001

DRAWING INDEX 528-811

BLDG 1

08/10/2023 M .PERKINS K.MACAULAY

ISSUED FOR BIDDING CONSOLIDATE PRIMARY CARE ON

FIRST FLOOR

113 Holland Ave, Albany, NY 12208

- DRAWING INDEX -

SHEET NUMBER SHEET NAME

GENERAL

GI000 COVER SHEET

GI001 DRAWING INDEX

GI050 GENERAL NOTES

GI100 LIFE SAFETY PLAN - BASEMENT

GI101 LIFE SAFETY PLAN - FIRST FLOOR

GI201 SMOKE COMPARTMENT AND AREA OCCUPANCY DIAGRAMS

GC101 DEDUCTIVE ALTERNATE PLAN

GC200 CONTRACTOR ACCESS PLANS

GC300 OVERALL PHASING PLANS

GC301 ICRA AND INTERIM LIFE SAFETY PLANS BY PHASE

GC302 ICRA AND INTERIM LIFE SAFETY PLANS BY PHASE

GC303 ICRA AND INTERIM LIFE SAFETY PLANS BY PHASE

GC304 ICRA AND INTERIM LIFE SAFETY PLANS BY PHASE

GC305 INFECTION CONTROL AND INTERIM LIFE SAFETY DETAIL

HAZARDOUS

H-100 HAZARDOUS MATERIALS PLAN - BASEMENT

H-101 HAZARDOUS MATERIALS PLAN - FIRST FLOOR - C WING

H-102 HAZARDOUS MATERIALS PLAN - FIRST FLOOR - D WING

HP001 HAZARDOUS MATERIALS PHOTO REFERENCE

STRUCTURAL

S-001 GENERAL STRUCTURAL NOTES

S-002 GENERAL STRUCTURAL NOTES CONTINUED

S-003 SPECIAL INSPECTIONS

SD101C STRUCTURAL DEMOLITION PLAN - FIRST FLOOR - C WING

SD101D STRUCTURAL DEMOLITION PLAN - FIRST FLOOR - D WING

S-100 STRUCTURAL FLOOR PLAN - BASEMENT - OVERALL

S-101 STRUCTURAL FLOOR PLAN - FIRST FLOOR - OVERALL

S-101C STRUCTURAL ENLARGED FLOOR PLAN - FIRST FLOOR - C WING

S-101D STRUCTURAL ENLARGED FLOOR PLAN - FIRST FLOOR - D WING

S-102 STRUCTURAL FLOOR PLAN - SECOND FLOOR - OVERALL

S-102C STRUCTURAL ENLARGED ROOF PLAN - SECOND FLOOR - C WING

S-103C STRUCTURAL ENLARGED ROOF PLAN - THIRD FLOOR - C WING

S-201 STRUCTURAL ELEVATIONS

S-301 STRUCTURAL SECTIONS

S-401 ENLARGED FRAMING PLANS

S-402 ENLARGED FRAMING PLANS

S-501 TYPICAL CONCRETE DETAILS

S-502 TYPICAL DECK DETAILS

S-503 TYPICAL BRACING AND ANCHORAGE DETAILS

S-520 FRAMING DETAILS

S-521 FRAMING DETAILS

S-522 FRAMING DETAILS

S-530 FRAMING DETAILS

ARCHITECTURAL

A-001 SYMBOLS, & GENERAL NOTES

AD101 ARCHITECTURAL DEMOLITION PLAN - BASEMENT, FIRST FLOOR & THIRD FLOOR

AD101C ARCHITECTURAL DEMOLITION PLAN - FIRST FLOOR - C WING

AD101D ARCHITECTURAL DEMOLITION PLAN - FIRST FLOOR - D WING

AD120 ARCHITECTURAL DEMOLITION REFLECTED CEILING PLAN - BASEMENT

AD120C ARCHITECTURAL DEMOLITION REFLECTED CEILING PLAN - BASEMENT - C WING

AD120D ARCHITECTURAL DEMOLITION REFLECTED CEILING PLAN - BASEMENT - D WING

AD121 ARCHITECTURAL DEMOLITION REFLECTED CEILING PLAN - FIRST FLOOR

AD121C ARCHITECTURAL DEMOLITION REFLECTED CEILING PLAN - FIRST FLOOR - C WING

AD121D ARCHITECTURAL DEMOLITION REFLECTED CEILING PLAN - FIRST FLOOR - D WING

A-101 ARCHITECTURAL FLOOR PLAN - BASEMENT ENLARGED VIEW KITCHEN

A-101C ARCHITECTURAL FLOOR PLAN - FIRST FLOOR - C WING

A-101CC ARCHITECTURAL DIMENSION PLAN - FIRST FLOOR - C WING

A-101D ARCHITECTURAL FLOOR PLAN - FIRST FLOOR - D WING

A-101DD ARCHITECTURAL DIMENSION PLAN - FIRST FLOOR - D WING

A-102 ARCHITECTURAL SECOND FLOOR & ROOF PLAN

A-103C THIRD FLOOR AND ROOF PLAN

A-104 PNEUMATIC TUBE SYSTEM

AC101 ARCHITECTURAL REFLECTED CEILING PLAN - FIRST FLOOR - OVERALL

AC101C ARCHITECTURAL REFLECTED CEILING PLAN - FIRST FLOOR - C WING

AC101D ARCHITECTURAL REFLECTED CEILING PLAN - FIRST FLOOR - D WING

A-201 ARCHITECTURAL EXTERIOR ELEVATIONS

A-301 ARCHITECTURAL SECTIONS - BUILDING

A-351 SECTIONS - EXTERIOR WALL

A-352 SECTIONS - EXTERIOR WALL

A-353 SECTIONS - EXTERIOR WALL

A-401 ARCHITECTURAL ENLARGED PLANS & INTERIOR ELEVATIONS

A-402 ARCHITECTURAL ENLARGED PLANS & INTERIOR ELEVATIONS

A-501 PLAN DETAILS & ROOF DETAILS

A-502 PLAN DETAILS & SECTIONS

A-503 PLAN DETAILS & ROOF DETAILS

A-551 DETAILS - INTERIOR

A-571 ARCHITECTURAL CEILING DETAILS

A-601 DOOR AND WINDOW SCHEDULE AND ELEVATIONS

A-603 DOOR AND WINDOW DETAILS

A-720 STANDARD PARTITION TYPES

A-721 PARTITION HEAD DETAILS

A-722 PARTITION FRAMING DETAILS

A-730 TYPICAL MOUNTING HEIGHTS

SIGNAGE

AW100 ARCHITECTURAL SIGNAGE ABBREVIATIONS, SYMBOLS, GENERAL NOTES AND SCHEDULE

AW101C ARCHITECTURAL SIGNAGE PLAN - FIRST FLOOR - C WING

AW101D ARCHITECTURAL SIGNAGE PLAN - FIRST FLOOR - D WING

- DRAWING INDEX -

SHEET NUMBER SHEET NAME

INTERIORS

IN001 INTERIOR FINISH ABBREVIATIONS, SYMBOLS, GENERAL NOTES AND FINISH BOARDS

IN100 INTERIOR FLOOR FINISH PLAN - BASEMENT

IN101C INTERIOR FLOOR FINISH PLAN - FIRST FLOOR - C WING

IN101D INTERIOR FLOOR FINISH PLAN - FIRST FLOOR - D WING

IN102C INTERIOR WALL FINISH PLAN - FIRST FLOOR - C WING

IN102D INTERIOR WALL FINISH PLAN - FIRST FLOOR - D WING

IN501 DETAILS - INTERIOR FINISH

IN502 DETAILS - INTERIOR FINISH

IN601 INTERIOR FINISH LEGEND AND SCHEDULES

IN901 INTERIOR 3D CONCEPT IMAGES

FURNITURE

IF101 INTERIOR FURNITURE PLAN - FIRST FLOOR - OVERALL

IF101C INTERIOR FURNITURE PLAN - FIRST FLOOR - C WING

IF101D INTERIOR FURNITURE PLAN - FIRST FLOOR - D WING

EQUIPMENT

Q-101 EQUIPMENT PLAN - FIRST FLOOR - OVERALL

Q-101C EQUIPMENT PLAN - FIRST FLOOR - C WING

Q-101D EQUIPMENT PLAN - FIRST FLOOR - D WING

Q-601 EQUIPMENT SCHEDULE

FIRE PROTECTION

F-001 FIRE PROTECTION NOTES AND LEGEND

FD100 FIRE PROTECTION DEMOLITION PLAN - BASEMENT FLOOR

FD101C FIRE PROTECTION DEMOLITION PLAN - FIRST FLOOR - C WING

FD101D FIRE PROTECTION DEMOLITION PLAN - FIRST FLOOR - D WING

FP100 FIRE PROTECTION RENOVATION PLAN - BASEMENT FLOOR

FP101C FIRE PROTECTION RENOVATION PLAN - FIRST FLOOR - C WING

FP101D FIRE PROTECTION RENOVATION PLAN - FIRST FLOOR - D WING

FP111C FIRE PROTECTION ZONING PLAN - FIRST FLOOR - C WING

FP111D FIRE PROTECTION ZONING PLAN - FIRST FLOOR - D WING

FP121C FIRE PROTECTION CEILING PLAN - FIRST FLOOR - C WING

FP121D FIRE PROTECTION CEILING PLAN - FIRST FLOOR - D WING

PLUMBING

P-001 PLUMBING NOTES AND LEGEND

PD100 PLUMBING DEMOLITION PLAN - SUB-BASEMENT FLOOR

PD101C PLUMBING DEMOLITION PLAN - FIRST FLOOR - C WING

PD101D PLUMBING DEMOLITION PLAN - FIRST FLOOR - D WING

PK100 PLUMBING COORDINATION PLAN - BASEMENT FLOOR - CD CORE

PL100 PLUMBING RENOVATION PLAN - BASEMENT FLOOR - CD CORE

PL101C PLUMBING RENOVATION PLAN - FIRST FLOOR - C WING

PL101D PLUMBING RENOVATION PLAN - FIRST FLOOR - D WING

PL110 PLUMBING DOMESTIC WATER RENOVATION PLAN - SUB-BASEMENT FLOOR

PL111C PLUMBING DOMESTIC WATER RENOVATION PLAN - FIRST FLOOR - C WING

PL111D PLUMBING DOMESTIC WATER RENOVATION PLAN - FIRST FLOOR - D WING

PL401 PLUMBING ENLARGED FLOOR PLANS

PW301 PLUMBING ISOMETRIC - WASTE AND VENT

PW302 PLUMBING ISOMETRIC - DOMESTIC WATER

P-501 PLUMBING DETAILS

MECHANICAL

M-001 HVAC NOTES AND LEGEND

M-002 HVAC SCHEDULES

M-003 HVAC PHASING SCHEMATIC

M-004 HVAC PHASING SCHEMATIC - WALK-IN COOLERS

MD100 HVAC DEMOLITION PLAN - BASEMENT FLOOR

MD101C HVAC DEMOLITION PLAN - FIRST FLOOR - C WING

MD101D HVAC DEMOLITION PLAN - FIRST FLOOR - D WING

MD101M HVAC DEMOLITION PLAN - FIRST FLOOR - MECHANICAL ROOM

MH100 HVAC RENOVATION PLAN - BASEMENT FLOOR

MH101C HVAC RENOVATION PLAN - FIRST FLOOR - C WING

MH101D HVAC RENOVATION PLAN - FIRST FLOOR - D WING

MH101M HVAC RENOVATION PLAN - FIRST FLOOR - MECHANICAL ROOM

MH102M HVAC RENOVATION PLAN - PART PLANS - MECHANICAL ROOM

MH111C HVAC AIRFLOW PLAN - FIRST FLOOR - C WING

MH111D HVAC AIRFLOW PLAN - FIRST FLOOR - D WING

MP101C HVAC PIPING RENOVATION PLAN - FIRST FLOOR - C WING

MP101D HVAC PIPING RENOVATION PLAN - FIRST FLOOR - D WING

MP101M HVAC PIPING RENOVATION PLAN - FIRST FLOOR - MECHANICAL ROOM

M-501 HVAC DETAILS

M-502 HVAC DETAILS

M-503 HVAC DETAILS

M-601 MECHANICAL CONTROLS

M-602 MECHANICAL CONTROLS

ELECTRICAL

E-001 NOTES AND LEGEND - ELECTRICAL

ED100 ELECTRICAL LIGHTING AND POWER DEMOLITION PLAN - BASEMENT - C & D WING

ED101C ELECTRICAL POWER DEMOLITION PLAN - FIRST FLOOR - C WING

ED101D ELECTRICAL POWER DEMOLITION PLAN - FIRST FLOOR - D WING

ED201C ELECTRICAL LIGHTING DEMOLITION PLAN - FIRST FLOOR - C WING

ED201D ELECTRICAL LIGHTING DEMOLITION PLAN - FIRST FLOOR - D WING

EL101C ELECTRICAL LIGHTING PLAN - FIRST FLOOR - C WING

EL101D ELECTRICAL LIGHTING PLAN - FIRST FLOOR - D WING

EM101C ELECTRICAL MECHANICAL POWER PLAN - FIRST FLOOR - C WING

EM101D ELECTRICAL MECHANICAL POWER PLAN - FIRST FLOOR - D WING

EP100 ELECTRICAL POWER PLAN - BASEMENT FLOOR - C & D WING

EP101C ELECTRICAL POWER PLAN - FIRST FLOOR - C WING

EP101D ELECTRICAL POWER PLAN - FIRST FLOOR - D WING

ET101C ELECTRICAL TELECOMMUNICATIONS PLAN - FIRST FLOOR - C WING

ET101D ELECTRICAL TELECOMMUNICATIONS PLAN - FIRST FLOOR - D WING

EY101C ELECTRICAL AUXILIARY SYSTEMS - FIRST FLOOR - C WING

EY101D ELECTRICAL AUXILIARY SYSTEMS - FIRST FLOOR - D WING

EF101C ELECTRICAL FIRE ALARM PLAN - FIRST FLOOR - C WING

EF101D ELECTRICAL FIRE ALARM PLAN - FIRST FLOOR - D WING

E-501 ELECTRICAL DETAILS

E-502 ELECTRICAL DETAILS

E-601 ELECTRICAL ONE-LINE DIAGRAM

E-602 ELECTRICAL SCHEDULES

E-603 ELECTRICAL SCHEDULES

E-604 ELECTRICAL SCHEDULES

Grand total: 174

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

C&S Companies 2575 E Camelback Rd, Suite 740 Phoenix, AZ 85016

(602) 997-7536

MES Group 550 North Reo Street Tampa, FL 33609

(813) 289-4700

TRIPLE C THE A&E GROUP

201 E. Jefferson St, Suite 200

Syracuse, NY 13202

(315) 484-5958

Mat Perkins

A u to d e s k D o c s /5

-8

C o n s o lid a te

P ri m a ry

C a re s t

F lo o r

S tr a tt o n V

A M

C /5

-8

.1

-A .r v t

/1

/2

:4

:5

A

M

GI050

GENERAL NOTES 528-811

BLDG 1

08/10/2023 M .PERKINS S. MADEN

ISSUED FOR BIDDING CONSOLIDATE PRIMARY CARE ON

FIRST FLOOR

113 Holland Ave, Albany, NY 12208

1. STANDARDS: GENERAL PAINTING SPECIFICATIONS FOR

THIS PROJECT ARE DEFINED BY THE PROJECT MANUAL

AND ARE BASED ON THE MPI ARCHITECTURAL PAINTING

SPECIFICATION MANUAL FOR NEW WORK AND THE MPI

MAINTENANCE REPAINTING MANUAL FOR RENOVATION OR

REPAINTING WORK.

2. PAINTING WORK: INCLUDES TAPING, SURFACE

PREPARATION, CLEANING, DE-RUSTING, PRIMING, FIELD

PAINTING AND FINISHING AS REQUIRED BY STANDARD

PRACTICE, MANUFACTURER OR SPECIFICATION. REQUIRED

COATS OF PAINT OR STAIN ARE IN ADDITION TO SHOP

PRIMING, SURFACE TREATMENT AND FINISHING. THE WORK

ALSO INCLUDES PAINTING CLEANUP AND REMOVAL OF

OVERSPRAY, DRIPS AND SPLATTERS. THE SPECIFICATIONS

MAY REQUIRE OTHER TYPES OF PAINTING, INCLUDING, BUT

NOT LIMITED TO, FIELD APPLIED SPECIAL COATINGS AND

FACTORY PRIMING.

3. PROJECT PAINTING SCOPE: EXCEPT AS NOTED

OTHERWISE, CONTRACTOR IS TO FIELD PAINT INTERIOR

AND EXTERIOR EXPOSED ITEMS AND BUILDING SURFACES,

WHETHER OR NOT PREVIOUSLY PAINTED, AND ALL NEW

ITEMS AND SURFACES. THIS INCLUDES, BUT IS NOT LIMITED

TO, FACTORY-PRIMED ITEMS, GALVANIZED SHEET METAL

AND EXPOSED PIPING AND FITTINGS (INCLUDING IRON AND

PVC). EXTERIOR EXPOSED MASONRY AND CONCRETE

SHALL BE SEALED, UNLESS NOTED OTHERWISE OR NOT

RECOMMENDED BY MANUFACTURER. PAINTING SCOPE

ITEMS MAY BE FOUND IN FINISH SCHEDULES, DRAWINGS,

SPECIFICATIONS AND PAINTING GENERAL NOTES. THESE

SOURCES ARE COMPLEMENTARY, NOT MUTUALLY

EXCLUSIVE.

4. MECHANICAL AND ELECTRICAL PAINTING: INCLUDES FIELD

PAINTING OF INTERIOR AND EXTERIOR EXPOSED PIPES,

DUCTS, HANGERS, EXPOSED STEEL AND IRON WORK AND

PRIMED METAL SURFACES OF EQUIPMENT IN EXPOSED

AREAS INSTALLED UNDER MECHANICAL AND ELECTRICAL

WORK, EXCEPT AS OTHERWISE INDICATED. PAINTING OF

ELECTRICAL AND MECHANICAL WORK IN ELECTRICAL AND

MECHANICAL ROOMS IS NOT REQUIRED UNLESS NOTED

OTHERWISE IN THE PROJECT MANUAL. COLOR-CODING OF

PIPING FOR MECHANICAL AND PLUMBING WORK IS

COVERED IN THE MECHANICAL OR PLUMBING

SPECIFICATIONS.

5. APPLICATION: EACH COAT OF PAINT SHALL TERMINATE AT

AN EDGE, CORNER, CHANGE OF MATERIALS OR CHANGE

OF PAINT COLOR. COMPLETED PAINTING SHALL NOT

IMPEDE THE INTENDED OPERATION OF ANY ITEM, SUCH AS

WINDOWS, DRAWERS, HINGES, DOORS, ETC.

6. TOUCH-UP: SURFACES REQUIRING TOUCH-UP SHALL BE

REPAIRED AS REQUIRED. PAINT TEXTURE, GLOSS AND

COLOR SHALL MATCH EXISTING. IF TOTAL TOUCH-UP AREA

ON ONE SURFACE IS LARGER THAN 1 SQUARE FOOT, OF IF

TEXTURE, GLOSS AND COLOR CANNOT BE MATCHED, THE

ENTIRE SURFACE SHALL BE REPAINTED TO ENCLOSING

EDGES OR CORNERS.

7. DO NOT PAINT: UNLESS OTHERWISE INDICATED, DO NOT

PAINT ITEMS THAT ARE SPECIFIED FACTORY-FINISHED OR

INSTALLER-FINISHED. ALSO, UNLESS OTHERWISE

INDICATED, DO NOT PAINT SUCH ITEMS AS ACOUSTIC

MATERIALS, HARDWARE, PRE-FINISHED FIXTURES AND

EQUIPMENT, PRE-FINISHED MECHANICAL AND ELECTRICAL

EQUIPMENT, SWITCH AND OUTLET PLATES, THERMOSTATS,

LIGHTING FIXTURES, SWITCHGEAR, MOTORS,

DISTRIBUTION PANELS AND INTERIOR AND EXTERIOR

SIGNAGE. IF THERE IS A QUESTION WHETHER OR NOT TO

PAINT AN ITEM OR SURFACE, FOLLOW PROCEDURES

LISTED IN SECTION 01 00 00 1.8 REQUESTS FOR

INFORMATION (RFI).

8. EXPOSED FINISH METAL SURFACES: UNLESS OTHERWISE

INDICATED, DO NOT PAINT METAL SURFACES OF ANODIZED

ALUMINUM, STAINLESS STEEL, NICKEL, CHROMIUM PLATE,

COPPER, BRASS, BRONZE AND SIMILAR FINISHED

MATERIALS.

9. CONCEALED SURFACES: UNLESS OTHERWISE INDICATED,

DO NOT PAINT SURFACES SUCH AS WALLS AND CEILINGS

IN CONCEALED AND GENERALLY INACCESSIBLE AREAS,

INCLUDING FURRED AREAS, UTILITY TUNNELS, PIPE

SPACES, CHASES AND DUCT SHAFTS. WATERPROOF SEAL

CONCRETE IN PIPE SPACE. NOTE THAT THIS DOES NOT

APPLY TO PAINTING ABOVE CEILINGS FOR THE PURPOSE

OF IDENTIFICATION PAINTING OR LABELING.

10. OPERATING PARTS AND SENSING DEVICES: UNLESS

OTHERWISE INDICATED, DO NOT PAINT MOVING PARTS OF

OPERATING UNITS SUCH AS VALVES, DAMPER

OPERATORS, LINKAGES, MOTOR AND FAN SHAFTS, LIGHT

SENSING OR EMITTING DEVICES THAT MIGHT NOT

FUNCTION PROPERLY IF PAINTED.

11. CODE-REQUIRED LABELS: DO NOT PAINT OVER CODE-

REQUIRED LABELS.

12. ALL FLOORS ARE TO BE CLEANED AND SEALED AT

COMPLETION OF WORK. NO EPOXY PAINT.

13. ALL INTERIOR SURFACES, WALLS, FRAMES, ETC.,

REQUIRED TO HAVE NEW FINISHES APPLIED, SHALL HAVE

ALL EXISTING AND CONTRACTOR CAUSED HOLES, CRACKS,

AND OTHER IMPERFECTIONS FILLED WITH APPROVED

PATCHING MATERIAL. PATCH TO BE FINISHED FLUSH WITH

ADJACENT SURFACE, WITH TEXTURE TO MATCH TEXTURE

OF ADJACENT SURFACE. SEE SPECIFICATIONS FOR

PATCHING REQUIREMENTS.

14. PAINT EXPOSED TOP EDGE OF ALL TERRAZZO FLOOR BASE

TO MATCH WALL PAINT. CLEAN TERRAZZO FACE OF ANY

OLD PAINT.

15. PAINT EXISTING MECHANICAL HEATING UNIT COVER AND

ACCESSORIES, INCLUDING ALL SUPPORT BRACKETS.

PAINT THE HEATING WATER PIPING THAT IS EXPOSED TO

VIEW BELOW THE UNIT. PAINT ALL WALL SURFACES THAT

ARE VISIBLE BEHIND HEATING UNIT WHEN COVER IS IN

PLACE.

16. THE CONTRACTOR SHALL FIELD VERIFY EXISTING PAINT

MATERIALS AND FINISHES. APPLY THE APPROPRIATE

SEPARATION COAT (PRIMER/BONDING COAT) BETWEEN ALL

NON-COMPATIBLE COATINGS (I.E. WHERE NEW WATER-

BORNE ACRYLIC IS TO BE INSTALLED OVER EXISTING OIL

BASE PAINT).

GENERAL PAINTING NOTES:

1. THE PRIMARY OBJECT OF APPLYING SEALANT IS TO

FACILITATE WEATHER TIGHTNESS AT THE EXTERIOR

BUILDING ENVELOPE AND WATER TIGHTNESS AT INTERIOR

WET\DAMP LOCATIONS. PROPER PRIMING MUST BE USED

WITH SEALANTS.

2. THE PRIMARY OBJECT OF APPLYING CAULKING IS TO

ENHANCE APPEARANCE AND FINISH AT INTERIOR

APPLICATIONS AND IN SOME SITUATIONS TO REDUCE

AIRFLOW, SUCH AS AT DUCTS, INTERIOR SIDES OF THE

EXTERIOR ENVELOPE AND AT FIREWALL/SMOKE BARRIER

PENETRATIONS (FIRE CAULKING) AND TO DECREASE

SOUND TRANSMISSION THROUGH WALLS AND CEILINGS.

OTHER USES MAY BE NOTED IN THE SPECIFICATIONS

AND/OR ON THE DRAWINGS. IF THERE ARE QUESTIONS

ABOUT WHERE OR WHAT TYPE OF SEALANT OR CAULKING

SHOULD BE USED, FOLLOW PROCEDURES LISTED IN

SECTION 01 00 00 1.8 REQUESTS FOR INFORMATION (RFI).

3. SPECIFIED SEALANT (AND BACKER RODS, AS REQUIRED)

SHALL BE USED AT HORIZONTAL AND VERTICAL CONCRETE

JOINTS AND AS NOTED.

4. SPECIFIED SEALANT AND BACKER RODS, OR EXPANSION

JOINT MATERIAL, AS REQUIRED, SHALL BE USED AT

MASONRY AND CONCRETE CONTROL JOINTS.

5. APPLY SEALANT TAPE OR TWO CONTINUOUS BEADS OF

SEALANT BETWEEN PERIMETER SOLE PLATES AND

FOUNDATIONS, SLABS AND FLOOR DECKS. SET EXTERIOR

THRESHOLDS IN SEALANT UNLESS NOTED OTHERWISE.

6. SPECIFIED SEALANT OR CAULK SHALL BE USED ALL

AROUND BOTH SIDES OF DOOR FRAMES.

7. SPECIFIED SEALANT OR CAULK SHALL BE USED ALL

AROUND INTERIOR WALL MOUNTED EQUIPMENT FRAMES

AND EXPOSED SUPPORTS.

8. SPECIFIED SEALANT OR CAULK SHALL BE USED AT JOINTS

BETWEEN DIFFERENT WALL MATERIALS (TILE TO BRICK,

CMU TO GYPSUM BOARD, WOOD TO STONE, METAL PANEL

TO PLAM, ETC).

9. USE SPECIFIED CAULK OR SEALANT AT WALL MATERIAL

GAPS OF 1/16TH INCH OR MORE.

10. SEAL ALL AROUND ATTACHMENTS TO, AND PENETRATIONS

THROUGH, FLOORS AND WALLS.

11. USE SPECIFIED SEALANT AROUND WALL, FLOOR AND

CEILING PIPE PENETRATIONS. WHERE ESCUTCHEONS ARE

SPECIFIED OR PROVIDED, SET THE ESCUTCHEONS IN A

BED OF SEALANT.

12. USE SPECIFIED CAULK OR SEALANT AROUND

PENETRATIONS IN EXTERIOR WALLS AND SOFFITS, SUCH

AS AT HOSE BIBS, FD CONNECTIONS, ELECTRIC SERVICE

ENTRIES, GAS PIPE ENTRIES, ELECTRIC OUTLETS,

LIGHTING, VENTS, ETC.

GENERAL SEALANT / CAULKING

NOTES:

1. THESE GENERAL NOTES APPLY TO ALL DRAWINGS.

GENERAL NOTES ARE PROVIDED TO ALERT THE

CONTRACTOR TO AREAS OF ATTENTION. THESE NOTES

ARE NOT ALL INCLUSIVE, AND ARE NOT A SUBSTITUTE FOR

THE SPECIFICATIONS. THE CONTRACTOR IS RESPONSIBLE

FOR ALL WORK, COORDINATION AND SUBMITTALS AS

DETAILED IN THE CONSTRUCTION DOCUMENTS AND THE

SPECIFICATIONS.

2. COMPLY WITH ALL APPLICABLE CODES, RULES, AND

REGULATIONS. WHEN REQUIRED BY CODE, ALL WORK

MUST BE INSPECTED AND SUBMITTED FOR THE VA'S FINAL

APPROVAL.

3. REFER TO SPECIFICATIONS SECTION 01 00 00 AND PHASING

DRAWINGS (GC300s) FOR COORDINATION OF WORK

REQUIRING OFF HOURS OR WEEKEND WORK.

4. ALL EXISTING CONDITIONS AND DIMENSIONS SHALL BE

VERIFIED BY THE CONTRACTOR(S) PRIOR TO FABRICATION

AND CONSTRUCTION. IF INCONSISTENCIES,

CONTRADICTIONS OR OMISSIONS ARE DISCOVERED

FOLLOW PROCEDURES LISTED IN SECTION 01 00 00 1.8

REQUESTS FOR INFORMATION (RFI).

5. GENERAL CONTRACTOR SHALL COORDINATE ALL

MECHANICAL AND ELECTRICAL DUCT SIZES AND

LOCATIONS FOR NEW AND EXISTING DUCTS AFFECTED.

6. ALL EXITS TO BE OPERABLE FROM THE INSIDE WITHOUT

THE USE OF A KEY OR SPECIAL KNOWLEDGE.

7. WALL OUTLETS, SWITCHES,THERMOSTATS, ETC. TO BE

INSTALLED LEVEL WITH EACH OTHER AND PLUMB U.N.O.

8. THE WORK INDICATED IN THE NOTES DESCRIBES THE

GENERAL SCOPE OF WORK ONLY AND IS NOT INTENDED

TO BE INCLUSIVE OF ALL WORK REQUIRED TO COMPLETE

FULL SCOPE OF WORK.

9. DO NOT MEASURE DRAWINGS. ALL DIMENSIONS SHALL BE

FIELD VERIFIED. IF DIMENSIONAL INFORMATION IS

REQUIRED & NOT FOUND, FOLLOW PROCEDURES LISTED IN

SECTION 01 00 00 1.8 REQUESTS FOR INFORMATION (RFI).

10. FIELD VERIFICATION: BEFORE BIDDING AND DURING

CONSTRUCTION, CONTRACTOR SHALL VERIFY THAT

ACTUAL CONDITIONS ARE THOSE REFLECTED BY THE

CONTRACT DOCUMENTS. REPORT DISCREPANCIES TO

ARCHITECT AND COR PRIOR TO BIDDING OR PERFORMING

WORK RELATED TO ANY DISCREPANCIES. SEE

SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

11. MOST EXPENSIVE BID: IF THERE ARE SCHEDULES,

SYSTEMS, SUBCONTRACT, OR MATERIAL CONFLICTS NOT

BROUGHT TO THE ARCHITECT'S AND COR'S ATTENTION

PRIOR TO BIDDING, THE CONTRACTOR WILL BE DEEMED TO

HAVE ELECTED THE MORE COSTLY TIME, METHOD,

SYSTEM, PRODUCT, SUBCONTRACT AND/OR MATERIAL.

12. NIC: CONSTRUCTION OF WORK INDICATED ON DRAWINGS

AS "NIC" IS NOT IN THE CONTRACT. HOWEVER, THE

CONTRACTOR SHALL COORDINATE ITS WORK, WITH WORK

INDICATED AS NIC.

13. SITE COORDINATION: COORDINATE ALL SITE OPERATIONS

WITH COR, INCLUDING STAGING AREAS, MATERIAL

STORAGE, ACCESS TO WORK, TIMING OF WORK, NOISY

OPERATIONS, INTERRUPTION OF UTILITIES. SEE

SPECIFICATIONS.

14. TRADE COORDINATION: CONTRACTOR SHALL COORDINATE

THE PLACEMENT OF EACH TRADE'S WORK SO THAT THERE

ARE NO CONFLICTS AND NO SYSTEM'S OPERATION OR

FUNCTION IMPAIRED. IT IS ESPECIALLY IMPORTANT TO

COORDINATE PENETRATIONS THROUGH FOUNDATIONS,

FLOORS, WALLS AND CEILING SPACES. SEE

SPECIFICATIONS.

15. PROVIDE GALVANIC SEPARATION MATERIAL, BETWEEN

DISSIMILAR METALS. SEE SPECIFICATIONS.

16. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY

SHALL BE FIRE TREATED. SEE SPECIFICATIONS. ALL

SURFACE ATTACHED METAL SHALL BE SEPARATED FROM

CONCRETE OR MASONRY BY NON-METALLIC MATERIAL

SUCH AS #30 FELT, "PEEL AND STICK" OR OTHER MATERIAL

AS APPROVED BY ARCHITECT AND COR.

17. EXTERIOR / INTERIOR ELEVATIONS DO NOT SHOW ALL

EQUIPMENT, FIXTURES, DEVICES, MECHANICAL, PLUMBING

OR ELECTRICAL ITEMS. SEE ARCHITECTURAL, INTERIOR,

MECHANICAL AND ELECTRICAL PLANS FOR ADDITIONAL

ELEVATION COORDINATION.

18. ANY CUTTING/WELDING WILL REQUIRE DAILY HOT WORK

PERMITS TO BE COORDINATED WITH COR. SUBMIT

CERTIFICATIONS AS REQUIRED BY THE SPECIFICATIONS.

GENERAL NOTES: GENERAL FIRE & LIFE SAFETY

NOTES:

FIRE ALARM

1. DESIGN SHALL BE AN APPROVED FIRE ALARM SYSTEM IN

ACCORDANCE WITH CLASS "A" PROTECTION OF NFPA 101

LIFE SAFETY CODE.

2. SUBMIT PER SECTION 01 33 23 SHOP DRAWINGS, PRODUCT

DATA, AND SAMPLES; AND SECTION 28 31 00 FIRE

DETECTION AND ALARM FOR APPROVAL PRIOR TO THE

INSTALLATION.

3. THE ALBANY STRATTON VAMC HAS AN ON-CALL SERVICE

MAINTENANCE CONTRACT FOR MAINTENANCE AND

TESTING OF THE FIRE ALARM SYSTEM. IN ACCORDANCE

WITH THIS CONTRACT THE FIRE ALARM MAINTENANCE

CONTRACTOR MUST CERTIFY ALL PROGRAMMING DONE

TO THE FIRE ALARM SYSTEM. UNDER THIS CONTRACT,

THE CONSTRUCTION CONTRACTOR MUST EITHER HIRE

THE CURRENT FIRE ALARM MAINTENANCE CONTRACTOR

TO PERFORM ALL FIRE ALARM PROGRAMMING WORK OR IF

THE PROGRAMMING IS COMPLETED BY ANOTHER FIRE

ALARM CONTRACTOR, THE CONSTRUCTION CONTRACTOR

MUST HIRE THE CURRENT FIRE ALARM MAINTENANCE

CONTRACTOR TO FULLY INSPECT, TEST, AND CERTIFY THE

PROGRAMMING WORK DONE BY ANOTHER CONTRACTOR.

4. WHENEVER FIRE ALARM WORK TAKES PLACE IN AN AREA

THAT IS BEING REMODELED, AT THE BEGINNING OF THE

PROJECT THE CONTRACTOR IS TO TEST FIRE ALARM AND

DOCUMENT ANY DEFICIENCIES. THE DEFICIENCIES

WHETHER OR NOT THEY ARE MODIFIED AS PART OF THE

PROJECT AND SHALL BE REPAIRED PRIOR TO THE

CONCLUSION OF THE PROJECT.

5. AT THE CONCLUSION OF THE WORK, THE FIRE ALARM

CONTRACTOR IS TO TEST ALL FIRE ALARM DEVICES

WITHIN THE AREA OF THE REMODEL AREA WHETHER OR

NOT THEY WERE MODIFIED AS PART OF THE PROJECT.

FIRE EXTINGUISHERS

1. CONTRACTOR SHALL PROVIDE JOB SITE WITH TEMPORARY

PORTABLE FIRE EXTINGUISHERS AND SHALL MAINTAIN

THEM DURING THE COURSE OF CONSTRUCTION. EACH

EXTINGUISHER SHALL BE 10 LB. CAPACITY, CAPABLE OF

EXTINGUISHING CLASS A, B & C FIRES. ALL EXTINGUISHERS

SHALL BE UL LABELED AND SHALL BE DRY CHEMICAL TYPE.

REFER TO SECTION 01 35 26 FOR SAFETY REQUIREMENTS.

EXIT & EMERGENCY LIGHTING

1. EXIT SIGNS SHALL CLEARLY INDICATE DIRECTION LEADING

TO EXTERIOR WITH MINIMUM 6" HIGH LETTERS AT

REQUIRED EXITS, EXIT DISCHARGE AND AT ALL CORRIDOR

INTERSECTIONS AND CHANGES OF DIRECTION. EXIT WAY;

CORRIDORS AND STAIRS SHALL BE ILLUMINATED BY A

SUITABLE EMERGENCY LIGHTING SYSTEM TO OPERATE

WHEN NORMAL POWER IS INTERRUPTED. EMERGENCY

LIGHTING SHALL PROVIDE A MINIMUM OF 5 FOOT CANDLE

POWER AT FLOOR LEVEL. REFER TO SPECIFICATIONS

26 51 00 AND 26 56 00.

2. EXIT AND EMERGENCY LIGHTING SHALL CONFORM WITH

THE CURRENT NEC GUIDELINES, THE VA LIFE SAFETY

MANUAL ( 8TH ED, JUNE 2021), AND NFPA 101, 2021

3. TEMPORARY LIGHTING IS TO MEET ALL OSHA STANDARDS.

4. TEMPORARY EXITING DURING CONSTRUCTION AND FOR

CONTRACTOR USE SHALL BE CLEARLY MARKED.

FIRE SPRINKLER SYSTEM

1. EXISTING FIRE SPRINKLER MAIN STAND PIPES RETAINED.

CONNECT INTO MAINS WITH NEW BRANCH LINES.

CONTRACTOR TO VERIFY THE EXACT SIZE AND LOCATION

IN FIELD.

2. ALL NEW SPRINKLER HEADS, HANGERS AND RESTRAINTS

TO BE INSTALLED IN ACCORDANCE WITH 2019 NFPA 13.

3. ALL NEW PIPING FOR SPRINKLER HEADS SHALL BE HARD

PIPED, NO FLEXIBLE CONNECTIONS ARE PERMISSIBLE.

4. WHENEVER EXISTING FIRE SPRINKLER PIPING IS

REMOVED, THE FIRE SPRINKLER CONTRACTOR IS TO

ANALYZE THE PIPING FOR OBSTRUCTIONS AND PROVIDE

WRITTEN OBSTRUCTION DOCUMENTATION IN

ACCORDANCE WITH NFPA REQUIREMENTS TO THE VA.

DISCONNECT, PUT OUT OF SERVICE AND DRAIN

SPRINKLER SYSTEM WITHIN CONSTRUCTION AREA PRIOR

TO ANY REMOVAL.

5. REFER TO SPECIFICATIONS 01 35 26 FOR SAFETY

REQUIREMENTS AND 10 44 13 FOR FIRE EXTINGUISHERS.

FIRE STOPPING

1. FIRE STOPPING IS REQUIRED. SEE SECTION 07 84 00 FIRE

STOPPING.

GENERAL

1. ANY DECORATIONS USED SHALL BE NON-COMBUSTIBLE

OR FLAME-PROOFED IN AN APPROVED MANNER.

2. INSULATION APPLIED TO EXTERIOR SURFACE OF DUCTS

LOCATED IN BUILDINGS SHALL HAVE A FLAME SPREAD OF

NOT MORE THAN 25 AND SMOKE-DEVELOPED RATING OF

NOT MORE THAN 50 WHEN TESTED AS A COMPOSITE

INSTALLATION, INCLUDING INSULATION, FACING

MATERIALS, TAPES AND ADHESIVES NORMALLY APPLIED.

3. ALL INSULATION MATERIALS INSTALLED WITHIN FLOOR-

CEILING ASSEMBLIES, ROOF CEILING ASSEMBLIES, WALLS

SHALL HAVE A FLAME-SPREAD RATING NOT TO EXCEED 25

AND A SMOKE DENSITY NOT TO EXCEED 50 WHEN TESTED

IN ACCORDANCE WITH ASTM E 84.

4. HAND-ACTIVATED, DOOR-OPENING HARDWARE SHALL BE

CENTERED BETWEEN 30" AND 44" ABOVE THE FLOOR.

LATCHING AND LOCKING DOORS THAT ARE HAND-

ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL SHALL

BE OPERABLE WITH A SINGLE EFFORT BY LEVER-TYPE

HARDWARE, PANIC BARS, PUSH-PULL PASSAGE WITHOUT

REQUIRING THE ABILITY TO GRASP THE OPENING

HARDWARE. LOCKED EXIT DOORS SHALL OPERATE AS

ABOVE IN EGRESS DIRECTION. DOOR CLOSERS (EXCEPT

FIRE DOORS) SHALL HAVE SWEEP PERIOD SO THAT FROM

AN OPEN POSITION OF 70 DEGREES, THE DOOR WILL TAKE

AT LEAST 3 SECONDS TO MOVE TO A POINT 3" FROM THE

LATCH, MEASURED FROM THE LEADING EDGE OF THE

DOOR.

5. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT

EXCEED:

A. LEVERS AND EXIT DEVICES (ONE HAND): 5 LBF.

B. SET DOOR LEAF IN MOTION: 30 LBF.

C. TO CLOSE / OPEN TO MIN REQ. WIDTH: 15 LBF.

6. ALL FLOOR, WALL, AND CEILING PENETRATIONS FOR

PIPING, DUCTS, CONDUIT, ETC. SHALL BE SEALED WITH A

UL APPROVED METHOD AND MATERIAL.

1. REFER TO FIRE PROTECTION DRAWINGS AND

SPECIFICATIONS FOR MORE DETAILED INFORMATION.

2. THE BUILDING IS EQUIPPED WITH A FIRE SPRINKLER AND

FIRE ALARM SYSTEM. AREAS OUTSIDE OF THE CURRENT

CONSTRUCTION PHASE WILL BE OCCUPIED AND MUST

HAVE FULLY FUNCTIONING FIRE ALARM AND SPRINKLER

SYSTEMS AT ALL TIMES.

3. WHEN FIRE SPRINKLERS OR ALARM ARE REQUIRED TO BE

SHUT DOWN FOR ANY PERIOD OF TIME, (FOR TIE-IN),

PROVIDE AN ANALYSIS OF IMPACT AND COORDINATE WITH

THE COR TO SCHEDULE A TIME WITH THE LEAST IMPACT

ON OCCUPANTS.

4. FIRE ALARM SYSTEM WITHIN THE ACTIVE PHASE'S

CONSTRUCTION AREA WILL BE PUT OUT OF SERVICE PER

THE SPECIFICATIONS.

1. ALTHOUGH SIGNIFICANT EFFORTS HAVE BEEN MADE TO

COORDINATE DIMENSIONS, THERE MAY BE DISCREPANCIES

AND/OR OMISSIONS. IF ENCOUNTERED, CONTACT THE

ARCHITECT AND COR FOR ADDITIONAL INFORMATION. IF

DIMENSIONAL INFORMATION IS REQUIRED & NOT FOUND,

FOLLOW PROCEDURES LISTED IN SECTION 01 33 23

REQUESTS FOR INFORMATION (RFI). IF DISCREPANCIES

ARE DISCOVERED AFTER THE BID ALLOW PROCEDURES

LISTED IN SECTION 01 33 23 REQUESTS FOR INFORMATION

(RFI) PRIOR TO CONSTRUCTION OF THE AFFECTED AREA.

2. ACTUAL CONSTRUCTION CONDITIONS AND/OR MATERIAL

AND EQUIPMENT SIZES MAY NOT BE THOSE ANTICIPATED

BY THE DESIGNERS. THROUGH FIELD INVESTIGATION AND

SHOP DRAWINGS CONTRACTOR SHALL VERIFY

DIMENSIONS AND RECOMMEND DIMENSIONAL

MODIFICATIONS AS REQUIRED.

3. ARCHITECTURAL DIMENSIONS MAY BE FOUND ON FLOOR

PLANS, EXPANDED PLANS, REFLECTED CEILING PLANS,

SECTIONS, DETAILS, DOOR SCHEDULES, INTERIOR

ELEVATIONS AND EXTERIOR ELEVATIONS.

4. ADDITIONAL DIMENSIONS MAY BE SHOWN ON

STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS.

MECHANICAL AND ELECTRICAL EQUIPMENT SCHEDULES

MAY ALSO CONTAIN DIMENSIONAL INFORMATION RELATED

TO EQUIPMENT SIZES AND CLEARANCES.

5. DESIGNATIONS ARE NOTED AS NOMINAL, NOT ACTUAL (2 X

4 STUD); DIMENSIONS ARE SHOWN AS ACTUAL, NOT

NOMINAL (1 1/2" X 3 1/2" STUD). DIMENSIONS ARE NOT

ROUNDED, BUT UN-ROUNDED DIMENSIONS SHOULD NOT

BE VIEWED AS MAXIMUM CONSTRUCTION TOLERANCE.

(FOR INSTANCE, MASONRY OPENING DIMENSIONS MAY BE

SHOWN IN THE 16THS OF AN INCH, BUT STANDARD

MASONRY CONSTRUCTION TOLERANCES MAY BE +/- 1/4").

6. FLOOR PLAN DIMENSIONS

A. THE LOWEST FLOOR OVERALL BUILDING

DIMENSIONS ARE FROM THE OUTSIDE FACE OF THE

FOUNDATION WALL TO THE OPPOSITE OUTSIDE

FACE OF THE FOUNDATION WALL (OR, FROM

OUTSIDE GRIDLINE TO OUTSIDE GRIDLINE) AS

SHOWN.

B. DIMENSIONS FOR NON-LOAD BEARING WALLS ARE

TO ONE FACE OF THE WALL, BOTH FACES OF

MASONRY WALLS, OR BOTH FACES OF CONCRETE

WALLS, ETC, UNLESS NOTED OTHERWISE.

C. WALL DIMENSIONS ARE ACTUAL, NOT NOMINAL

(UNLESS NOTED AS "NOM").

D. DOOR OPENING DIMENSIONS IN FRAME

CONSTRUCTION (WOOD OR STEEL STUDS) ARE

TYPICALLY SHOWN AT THEIR CENTERLINES.

HOWEVER, WHEN THE EDGE OF THE DOOR IS

IMPORTANT, OR MAKES THE PLACEMENT CLEARER,

THE DIMENSION MAY BE TO THE ACTUAL FRAME

EDGE.

E. DOOR DIMENSIONS IN LOAD-BEARING MASONRY

AND CONCRETE WALLS ARE TO "ROUGH"

OPENINGS (FACES OF MASONRY OR CONCRETE).

TYPICAL DOOR ROUGH OPENING DIMENSIONS ARE

THE FRAME WIDTH PLUS 1/2" (1/4" CLEARANCE

EACH SIDE) AND PLUS 1/2" TOTAL FOR THE

HEAD/SILL DIMENSIONS.

F. "TYPICAL" DOOR FRAME CLEARANCE DIMENSIONS

TO ADJACENT WALLS: BETWEEN FRAME FACES

AND FACES OF STUDS, OR FACES OF MASONRY OR

CONCRETE, AT NEARBY PERPENDICULAR WALLS

ARE TYPICALLY 4", DEPENDING ON HARDWARE

CLEARANCES AND FRAME REQUIREMENTS (2.5"-

DOOR HANDLE PLUS 1" -WALL STOP PLUS 1/2" GB=

4.0"). COORDINATE SHOP DRAWINGS PRIOR TO

ORDERING DOORS AND HARDWARE.

G. TYPICAL WINDOW DIMENSIONS ARE TO ROUGH

OPENING. COORDINATE WITH WINDOW

MANUFACTURER FOR UNIT DIMENSIONS AND SHIM

ALLOWANCES.

H. SOME DIMENSIONS REQUIRED TO BE CLEAR, SUCH

AS AT REQUIRED EXIT WAYS, APPLIANCE COVES OR

PREFABRICATED STAIR ENCLOSURES, ARE NOTED

"CLR" OR "CLEAR" AND ARE SHOWN TO THE FACES

OF FINISHES.

I. DIMENSIONS DESIGNATED WITH "MIN" INDICATE

THE MINIMUM CLEARANCE OR SEPARATION

REQUIRED.

7. ROOF PLAN DIMENSIONS

A. UN-DIMENSIONED LOCATIONS OF ROOFTOP

EQUIPMENT AND CONSTRUCTION OFTEN MAY BE

DETERMINED BY THE FLOOR PLAN BELOW, SUCH

AS ROOF HATCH DETERMINED BY REFERENCE TO A

FIXED WALL AND LADDER, OR MECHANICAL

EQUIPMENT DETERMINED BY DUCT PENETRATIONS

BETWEEN JOISTS. ACTUAL LOCATION OF ROOF TOP

EQUIPMENT OFTEN DEPENDS ON FIELD

INVESTIGATION OF ROOF STRUCTURE THAT IS NOT

ACCESSIBLE UNTIL CONSTRUCTION BEGINS. NOTE

ADDED: PROVIDE FIELD DIMENSIONS ON SHOP

DRAWINGS AND COORDINATION DRAWINGS.

B. UN-DIMENSIONED ITEMS SUCH AS EQUIPMENT

RAILS, HVAC EQUIPMENT, SCREEN WALLS,

ANTENNAS, WALK PADS, LADDERS, SCUPPER

LOCATIONS, ETC., MAY BE LOCATED FROM

MECHANICAL AND ELECTRICAL DRAWINGS AND

COORDINATION DRAWINGS. CONFIRM ALL ROOF

ITEM DIMENSIONS WITH THE ARCHITECT AND COR

THRU THE SHOP DRAWINGS PROCESS PRIOR TO

CONSTRUCTION.

8. VERTICAL DIMENSIONS

A. UNLESS NOTED OTHERWISE, THE FIRST FLOOR

REFERENCE ELEVATION IS 0'-0". THIS IS

REFERENCED TO THE EXISTING FIRST FLOOR SLAB

ELEVATION (INCLUDING TOPPING SLAB, BUT NOT

INCLUDING FINISH). ELEVATIONS BELOW 0'-0" ARE

"-" (PREFIXED WITH A MINUS SIGN).

B. BUILDING, FLOOR AND ROOF HEIGHTS SHOWN ON

ARCHITECTURAL DRAWINGS ARE TO TOP OF

DECKING OR SHEATHING, BUT DO NOT INCLUDE

FINISHES OR ROOFING MATERIAL.

C. WALL OPENINGS: DOOR AND LOUVER HEIGHTS ARE

TO FINISH HEIGHTS (UNLESS THEY ARE IN LOAD-

BEARING MASONRY OR CONCRETE WALLS, WHERE

THEY ARE TO ROUGH OPENINGS). HEIGHT

REFERENCES SHOULD BE TO THE NEXT LOWER

FINISH FLOOR ELEVATION

D. LIGHTING HEIGHTS ON WALLS ARE TO

CENTERLINES OF THE ELECTRICAL BOXES, UNO.

EQUIPMENT, VENT, PLUMBING AND FIXTURE

ELEVATIONS ARE TO CENTERLINES OF THE WALL

PENETRATIONS, UNO.

E. SOME VERTICAL DIMENSIONS ARE SHOWN ON

PLANS FOR DEPRESSIONS, RIDGES, CURBS, AND

ELEVATION CHANGES. A PLAN ELEVATION CHANGE

SYMBOL LOOKS LIKE A STEP OR VERTICAL "Z" AND

INDICATES THE + OR - ELEVATION CHANGE IN

INCHES FROM THE FINISHED FLOOR ELEVATION

(FFE) NEXT TO IT.

GENERAL DIMENSIONING

NOTES:

1. HALF-TONED OR LIGHT LINES INDICATE EXISTING

CONSTRUCTION TO REMAIN. DASHED BOLD LINES INDICATE

EXTENT OF DEMOLITION.

2. TEMPORARY BRACING OR SHORING MAY BE NECESSARY,

AND SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

3. REFER TO SPECIFICATIONS SECTION 01 00 00 AND PHASING

DRAWINGS (GC300s) FOR COORDINATION OF WORK

REQUIRING OFF HOURS OR WEEKEND DEMOLITION WORK.

4. CONTRACTOR SHALL COORDINATE DEMOLITION ACTIVITIES

TO MEET APPROVAL OF VA. COORDINATE DEMOLITION

WORK WITH ALL DISCIPLINES. CONTRACTOR SHALL

DISPOSE OF ALL ITEMS PER SPECIFICATIONS. THE COR

RESERVES THE RIGHT TO SELECT SPECIFIC ITEMS FOR

SALVAGE. THESE ITEMS SHALL BE IDENTIFIED DURING THE

PRE-CONSTRUCTION WALK THROUGH.

5. CONTRACTOR SHALL PATCH AND REPAIR ALL OPENINGS,

VOIDS OR PENETRATIONS LEFT BY THE DEMOLITION,

INSTALLATION OR CONSTRUCTION OF EQUIPMENT, PIPING,

DUCTS, ETC. TO MAINTAIN THE INTEGRITY OF THE WALL,

FLOOR, AND/OR ROOF ASSEMBLY. ALL VOIDS SHALL BE

FILLED WITH FIRESTOPPING WITHIN 24 HRS TO MAINTAIN

FIRE RATINGS.

6. THE ACCESSIBLE PARKING AREA AND GENERAL PARKING

AREAS OF THE PROJECT SITE WILL BE IMPACTED BY

CONSTRUCTION ACTIVITIES. TEMPORARY BARRICADES

PERTAINING TO THE CONTRACTOR'S ACTIVITIES SHALL BE

INSTALLED TO PREVENT POSSIBLE INJURY IN AND AROUND

DEMOLITION AND CONSTRUCTION AREAS IN ACCORDANCE

WITH THE LATEST OSHA REQUIREMENTS. COORDINATE

CONTRACTOR STAGING AREA AND PUBLIC ACCESS WITH

COR PRIOR TO CONSTRUCTION. PROTECT SIGNAGE WITHIN

PROJECT AREA. REFER TO SPECIFICATIONS 01 00 00 1.6

FOR OPERATIONS AND STORAGE AREA REQUIREMENTS.

7. SEE SPECIFICATIONS 02 41 00 FOR CUTTING AND PATCHING

AND DEMOLITION FOR RELATED DEMOLITION WORK.

8. SEE DRAWINGS FOR ADDITIONAL PROJECT RELATED

UTILITY & DEMOLITION WORK AND PROJECT PHASING

NOTES. COORDINATE UTILITY SYSTEM SHUTDOWNS WITH

COR. REFER TO REQUIREMENTS IN GENERAL CONDITIONS,

DEMOLITION, AND INDIVIDUAL TRADE DIVISIONS.

GENERAL DEMOLITION NOTES:

1. ACCESS TO EXISTING FIRE EXIT SHALL REMAIN

OPERATIONAL DURING ALL PHASES OF CONSTRUCTION.

ENSURE ADEQUATE EGRESS CLEARANCES ARE

MAINTAINED AND NOT IMPEDED DURING PHASED

CONSTRUCTION.

2. GENERAL NOTES APPLY TO ALL DRAWING SETS.

3. SUBCONTRACTORS FOR EACH TRADE ARE ADVISED THAT

INFORMATION PERTINENT TO THEIR WORK MAY OCCUR IN

OTHER PORTIONS OF THE CONTRACT DOCUMENTS. ALL

NOTES ARE TO BE REVIEWED AND APPLIED TO RELATED

BUILDING DOCUMENTS.

4. FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS.

IF INCONSISTENCIES, CONTRADICTIONS OR OMISSIONS

ARE DISCOVERED FOLLOW PROCEDURES LISTED IN

SECTION 01 00 00 1.8 REQUESTS FOR INFORMATION (RFI)

BEFORE AND/OR DURING CONSTRUCTION.

5. CROSS REFERENCES SHOWN ON DRAWINGS DO NOT

NECESSARILY INDICATE ALL LIKE CONDITIONS AND DO NOT

LIMIT APPLICATION OF ANY DRAWING OR DETAIL. WHERE

SPECIFIC DIMENSIONS, DETAILS, OR DESIGN INTENT

CANNOT BE DETERMINED, FOLLOW PROCEDURES LISTED

IN SECTION 01 00 00 1.8 REQUESTS FOR INFORMATION (RFI)

PRIOR TO PROCEEDING WITH WORK.

6. REVIEW SPECIFICATIONS FOR INSTRUCTIONS NOT SHOWN

ON DRAWINGS. INFORMATION COMMON TO SEVERAL

DRAWINGS MAY BE NOTED ON ONLY ONCE.

CONTRACTORS ARE RESPONSIBLE FOR ENTIRE SET OF

DOCUMENTS.

7. PATCH ALL HOLES IN EXISTING SURFACES AND WHERE

EQUIPMENT HAS BEEN REMOVED OR DEMOLITION HAS

OCCURRED AND PREPARE WALL SURFACES (PATCH, SKIM

COAT, PAINT AND FINISH TO MATCH ADJACENT SURFACES)

AS REQUIRED IN PREPARATION FOR NEW FINISHES

SCHEDULED. PATCH TO MATCH ADJACENT SURFACES IF

NOT SCHEDULED.

8. DIMENSIONS ARE TO STRUCTURAL GRIDLINE OR FACE OF

FINISHED WALL UNLESS NOTED OTHERWISE.

9. PROVIDE METAL BACKING AND/OR METAL BLOCKING IN

WALLS AS REQUIRED AT ALL WALL-MOUNTED ITEMS.

VERIFY HEIGHT AND LENGTH WITH ACTUAL EQUIPMENT.

REFER TO METAL BACKING AND BLOCKING DETAILS ON

SHEET A-722. AT EXISTING WALLS, REMOVE WALL

MATERIAL TO INSTALL METAL BACKING/BLOCKING FOR

NEW WALL-MOUNTED ITEMS.

10. ALL EXISTING FLOOR AND WALL OPENINGS AND

DEPRESSIONS NOT USED IN THE NEW WORK SHALL BE

FILLED OR CLOSED WITH UL RATED MATERIALS TO MEET

REQUIRED FIRE RATING AND MATCH ADJACENT FINISHES.

REFER TO S-521 FOR STRUCTURAL DETAILS.

11. DRAWINGS ARE NOT TO BE SCALED. CONTRACTOR TO

VERIFY ALL DIMENSIONS AND FIELD CONDITIONS PRIOR TO

COMMENCING THE WORK.

12. COORDINATE WITH INTERIORS SHEETS FOR CORNER

GUARD AND WALL PROTECTION LOCATIONS AND DETAILS.

13. RADIUS EXPOSED COUNTERTOP CORNERS 2" RADIUS,

TYPICALLY. (2" WHERE 3MM EDGE BANDING, 1" RADIUS AT

PLAM EDGES.) SEE CASEWORK DETAILS.

14. CAULK ALL COUNTERTOPS, BACKSPLASHES AND CABINETS

AT LOCATIONS WHERE THEY MEET WALLS. SEAL ALL CUT-

OUTS IN COUNTERTOPS. SEE CASEWORK DETAILS.

15. MATCH ALL FINISHED WALL THICKNESS WHERE NEW

WALLS OCCUR IN LINE WITH EXISTING WALLS.

16. CONTRACTOR TO PROVIDE FIRE, SMOKE, DIRT, DUST &

NOISE CONTAINMENT BARRIERS BETWEEN THE WORK

AREA & THE ADJACENT OCCUPIED SPACES. REFER TO

SPECIFICATIONS 01 00 00 AND 01 35 26.1 AND GC300 SERIES

DRAWINGS.

17. ALL PIPING, CONDUITS, AND RELATED MECHANICAL AND

ELECTRICAL ITEMS SHALL BE CONCEALED WITHIN

DRYWALL AND/OR PLASTER FURRING AS REQUIRED IN

FINISHED AREAS WHETHER SHOWN ON DRAWINGS OR NOT

UNLESS OTHERWISE NOTED.

18. PROVIDE CONTINUOUS SEAL AT ALL MECHANICAL AND

ELECTRICAL EQUIPMENT PENETRATIONS OF RATED

WALLS, ABOVE AND BELOW CEILINGS, WITH A UL

APPROVED FIRE-STOPPING MATERIAL.

19. PROVIDE CONTINUOUS SEAL AT ALL MECHANICAL AND

ELECTRICAL EQUIPMENT PENETRATIONS OF ACOUSTICAL

WALLS, ABOVE AND BELOW CEILINGS, WITH AN APPROVED

SOUND-STOPPING MATERIAL.

20. ALL INTERIOR WALLS WILL BE TYPE 'S' CONSTRUCTION

UNLESS OTHERWISE INDICATED. ALL FRAMING AROUND

COLUMNS WILL BE TYPE 'L2' CONSTRUCTION UNLESS

OTHERWISE INDICATED. REFER TO LIFE SAFETY PLAN

SHEETS GI100 AND GI101 FOR WALL RATINGS.

21. WHEN WALL PARTITIONS OF DIFFERENT FIRE RATING

INTERSECT, THE HIGHEST RATED PARTITION TAKES

PRECEDENCE.

22. ALL EXISTING TO REMAIN CEILING AND WALL GRILLES,

DIFFUSERS AND LIGHTS, SPRINKLER HEADS, OCCUPANCY

AND FIRE ALARM DETECTORS TO BE CLEANED IN AREAS

OF CONSTRUCTION. REFER TO SECTION 23 31 00 FOR DUCT

CLEANING REQUIREMENTS.

23. VERIFY THAT THE EXISTING WALLS REQUIRING FIRE

RATING ARE MAINTAINED DURING CONSTRUCTION. IF ANY

WALLS ARE DAMAGED, THEY MUST BE REPAIRED. ENSURE

FIRE RATING MEASURES EXTEND TO FLOOR SLAB ABOVE.

24. REFER TO LIFE SAFETY PLANS AND FLOOR PLANS FOR

LOCATION OF REQUIRED WALL RATINGS.

25. ALL THERMOSTAT LOCATIONS TO BE COORDINATED ON

MECHANICAL SUBMITTAL DRAWINGS BEFORE

INSTALLATION.

GENERAL SHEET NOTES:

STAIR 12

SW12SW12

STERILE INST

STOR

D8D8

ELECTRICAL

D7D7

ASST. CHIEF/

CLERK

D6D6

CHIEF OFFICE

D5D5

STAFF/CONF

D4D4

MECH.

D2D2

LOGISTICS

STORAGE

D1BD1B

STORAGE

D3AD3A

CORRIDOR

D1D1

PREP

STERILIZE

D9AD9A

STERILIZER

UNLOADING

D9BD9B

DECON

D10D10

CART WASH

D10CD10C

DET WATER

D10AD10A

ANTE CLEAN

D9D9

MENS

LOCKER

D9CD9C

TLT./

SHOWER

D9DD9D

TECH WORK

RM

D11AD11A

DECON

D1-2D1-2

MECHANICAL

D19BD19B

PLUMB

D17AD17A

TEMP

LOGISTICS

STORAGE

D14D14

CASE CART

HOLDING

D8AD8A

KITCHEN

D3D3

DAY GOODS

STORAGE

C79-2C79-2

DRY GOODS

STORAGE

C-792AC-792A

BREAK RM

C72AC72A

DRY GOODS

BREAK OUT

ROOM

C79C79

WARES WASH

RM.

C76-1C76-1

COOLER

C76-2AC76-2A

COOLER

C76-2BC76-2B

COOLER

C76-2CC76-2C

OFFICE

C-XC-X

OFFICE

C-YC-Y

WOMEN'S RM

C-ZC-Z

DISTRIBUTION

UNIT

C46C46

MAIL CENTER

C51C51

WAREHOUSE

C00C00

OFFICE

C51-4C51-4

MEN'S RM

C50C50

STAIR 9

SW9SW9

STAIR 4

SW4SW4

STAIR 7

SW7SW7

OXYGEN

STOR.

C51-1C51-1

VESTIBULE

C76-2DC76-2D

LOADING

C72C72

LOGISTICS

C67C67

CONFERENCE

C67AC67A

OFFICE

C67BC67B

OFFICE

C67CC67C

C49C49

FREEZER

C76-2EC76-2E

WASH / PREP

C77-1C77-1

DRY GOODS

C77-2C77-2

STAIR 5

SW5SW5

STAIR 2

SW2SW2

STAIR 6

SW6SW6

STAIR 1

SW1SW1

STAIR 3

SW3SW3

MAIN

KITCHEN

COMPRESSOR

ROOM

C79K-1C79K-1

LOGISTICS

OFFICE

d221d221 MECH d222d222

STAIR 8

SW8SW8

STAFF

ELEVATORS

VISITOR

ELEVATORS

FREIGHT

ELEVATORS TEMP ANTE

D13D13

ANTE

D10BD10B

SPS -

UNOCCUPIED

D1-3D1-3

SPS

STORAGE

(OCCUPIED)

D1-4D1-4

LIFE SAFETY SYMBOLS

EXIT LIGHTING

TM

FIRE…