Attachment 3 - Drawings 01 - 402-318_Augusta_RRTP_IFB_.pdf

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:

TRIPLE C - The A/E Group 100 Pearl Street, 14th floor Hartfort, CT 06103

(315) 484-5958 Mat Perkins

STAMPCONSULTANT

321 4 5 6 7 8 9 10

MEP

MES GROUP

550 North Reo St. Suite 203 Tampa, FL 33609

(813) 289-4700 Nicholas Stephensen, P.E.

STRUCTURAL

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

(602) 997-7536 Bryan K. Salt, P.E. S.E.

B

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COVER SHEET 402-318

BLDG 258

07/26/2022 M.PERKINS K.MACAULAY

100% CONSTRUCTION

DOCUMENTS

ISSUED FOR BIDDING

Construct Substance Use Residential Rehab

1 VA Center, Augusta, Maine

100% CONSTRUCTION DOCUMENTS

ISSUED FOR BIDDING

07/26/2022

402-318 Construct Substance Use Residential Rehab -

BLDG 258

Togus VA Medical Center

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

SIGNATURE 06/24/2022 DATE

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

TRIPLE C - THE A&E GROUP

CO: Connie Taylor Contracting Officer Department of Veterans Affairs Program Contracting Activity Central (PCAC) 6150 Oak Tree Blvd, STE 300 Independence, OH 44131 phone: (440) 334-7809

COR: Elizabeth Wytas Contracting Officer's Representative VA Maine Healthcare System, Togus 1 VA Center Augusta, Maine 04330 Cell: 207.250.3134 Desk: 207.623.8411 x6447

- DRAWING INDEX -

BB SHEET NAME

INCLUDED IN

60% DD

INCLUDED IN

90% CD

INCLUDED IN

100%

A-900 3D VIEWS Yes Yes Yes

A-901 3D EXTERIOR CONCEPT IMAGES Yes Yes Yes

ARCHITECTURAL SIGNAGE

AW001 INTERIOR SIGNAGE ABBREVIATIONS, SYMBOLS, GENERAL

NOTES AND SCHEDULE

Yes Yes Yes

AW002 EXTERIOR SIGNAGE ABBREVIATIONS, SYMBOLS, GENERAL

NOTES AND SCHEDULE

Yes Yes Yes

AW101 ARCHITECTURAL INTERIOR SIGNAGE PLANS Yes Yes Yes

INTERIORS

IN001 INTERIOR NOTES AND FINISH BOARDS Yes Yes Yes

IN101 INTERIOR FINISH PLAN - FIRST FLOOR OVERALL Yes Yes Yes

IN102 INTERIOR FINISH PLAN - SECOND FLOOR OVERALL Yes Yes Yes

IN501 DETAILS - INTERIOR FINISH Yes Yes Yes

IN601 INTERIOR FINISH LEGEND AND ROOM FINISH SCHEDULE Yes Yes Yes

IN901 INTERIOR 3D CONCEPT IMAGES Yes Yes Yes

FURNITURE

IF101 INTERIOR FURNITURE PLAN - FIRST FLOOR - OVERALL Yes Yes Yes

IF102 INTERIOR FURNITURE PLAN - SECOND FLOOR - OVERALL Yes Yes Yes

EQUIPMENT

Q-101 EQUIPMENT PLAN - FIRST FLOOR - OVERALL Yes Yes Yes

Q-102 EQUIPMENT PLAN - SECOND FLOOR - OVERALL Yes Yes Yes

Q-601 EQUIPMENT SCHEDULE Yes Yes Yes

FIRE PROTECTION

FX001 FIRE PROTECTION NOTES & DETAILS Yes Yes Yes

FX101 FIRE PROTECTION PLAN - FIRST FLOOR Yes Yes Yes

FX102 FIRE PROTECTION PLAN - SECOND FLOOR Yes Yes Yes

FX103 FIRE PROTECTION PLAN - PENTHOUSE Yes Yes Yes

FX201 FIRE PROTECTION HAZARD CLASSIFICATION PLANS Yes Yes Yes

PLUMBING

PL001 PLUMBING LEGEND, NOTES, & ABBREVIATIONS Yes Yes Yes

PL101 PLUMBING PLANS - FIRST FLOOR Yes Yes Yes

PL102 PLUMBING PLANS - SECOND FLOOR Yes Yes Yes

PL102.1 PLUMBING PLAN - SECOND FLOOR STORM DRAINAGE No Yes Yes

PL103 PLUMBING PLAN - PENTHOUSE Yes Yes Yes

PL104 PLUMBING PLAN - PENTHOUSE ROOF No Yes Yes

PL501 PLUMBING DETAILS Yes Yes Yes

PW301 WASTE & VENT RISER DIAGRAMS Yes Yes Yes

PW302 DOMESTIC RISER DIAGRAM Yes Yes Yes

PW303 STORM RISER DIAGRAM Yes Yes Yes

MECHANICAL

MH001 MECHANICAL NOTES, LEGEND, & ABBREVIATIONS Yes Yes Yes

MH002 MECHANICAL SCHEDULES Yes Yes Yes

MH003 MECHANICAL SCHEDULES No Yes Yes

MS101 MECHANICAL SITE PLAN Yes Yes Yes

MH101 MECHANICAL PLAN - FIRST FLOOR Yes Yes Yes

MH102 MECHANICAL PLAN - SECOND FLOOR Yes Yes Yes

MH103 MECHANICAL PLAN - PENTHOUSE Yes Yes Yes

MH201 MECHANICAL AIRFLOW PLAN - FIRST FLOOR Yes Yes Yes

MH202 MECHANICAL AIRFLOW PLAN - SECOND FLOOR Yes Yes Yes

MH401 MECHANICAL SECTIONS Yes Yes Yes

MP101 MECHANICAL PIPING PLANS Yes Yes Yes

MH501 HVAC DETAILS Yes Yes Yes

MH502 HVAC DETAILS Yes Yes Yes

MH503 HVAC DETAILS Yes Yes Yes

MH504 HVAC DETAILS No No Yes

MH601 HVAC CONTROLS Yes Yes Yes

MH602 HVAC CONTROLS Yes Yes Yes

MH603 HVAC CONTROLS No Yes Yes

ELECTRICAL

E-001 ELECTRICAL NOTES & LEGENDS Yes Yes Yes

ES101 ELECTRICAL SITE PLAN Yes Yes Yes

ES102 ELECTRICAL SITE PHOTOMETRIC PLAN Yes

EL101A ELECTRICAL LIGHTING PLAN - FIRST FLOOR PART A Yes Yes Yes

EL101B ELECTRICAL LIGHTING PLAN - FIRST FLOOR PART B Yes Yes Yes

EL102 ELECTRICAL LIGHTING PLAN - SECOND FLOOR Yes Yes Yes

EL103 ELECTRICAL LIGHTING PLAN - ROOF Yes Yes Yes

EM-101 ELECTRICAL MECHANICAL POWER PLAN - FIRST FLOOR Yes Yes Yes

EM-102 ELECTRICAL MECHANICAL POWER PLAN - SECOND FLOOR Yes Yes Yes

EP101A ELECTRICAL POWER PLAN - FIRST FLOOR PART A Yes Yes Yes

EP101B ELECTRICAL POWER PLAN - FIRST FLOOR PART B Yes Yes Yes

EP102 ELECTRICAL POWER PLAN - SECOND FLOOR Yes Yes Yes

EP103 ELECTRICAL POWER PLAN - ROOF Yes Yes Yes

ET101 ELECTRICAL TELECOMMUNICATIONS PLAN - FIRST AND

SECOND FLOOR

Yes Yes Yes

EY101 ELECTRICAL AUXILIARY SYSTEMS PLAN - FIRST AND SECOND

FLOOR

Yes Yes Yes

EF101 ELECTRICAL FIRE ALARM PLAN - FIRST AND SECOND FLOOR Yes Yes Yes

EJ101 ELECTRICAL LIGHTNING PROTECTION PLAN Yes Yes Yes

E-500 ELECTRICAL DETAILS Yes Yes Yes

E-501 ELECTRICAL DETAILS Yes Yes Yes

E-601 ELECTRICAL SCHEDULES Yes Yes Yes

E-602 ELECTRICAL SCHEDULES Yes Yes Yes

E-701 ELECTRICAL ONE LINE DIAGRAM Yes Yes Yes

- DRAWING INDEX -

BB SHEET NAME

INCLUDED IN

60% DD

INCLUDED IN

90% CD

INCLUDED IN

100%

GENERAL

GI000 COVER SHEET Yes Yes Yes

GI050 GENERAL NOTES Yes Yes Yes

GI100 GENERAL SITE PLAN Yes Yes Yes

GI101 GENERAL LIFE SAFETY PLAN - FIRST AND SECOND FLOOR Yes Yes Yes

CIVIL

VF101 CIVIL SITE SURVEY PLAN Yes Yes Yes

VF102 CIVIL - SITE SURVEY REFERENCE VIEWS Yes Yes Yes

CD101 CIVIL - SITE DEMOLITION PLAN Yes Yes Yes

CS101 CIVIL - GRADING PLAN Yes Yes Yes

CG101 CIVIL SITE SURVEY PLAN Yes Yes Yes

CG102 CIVIL - EROSION CONTROL PLAN Yes Yes Yes

CG501 CIVIL - GRADING DETAIL SHEET Yes Yes Yes

CG502 CIVIL - GRADING DETAIL SHEET Yes Yes Yes

CU101 CIVIL UTILITY PLAN Yes Yes Yes

CU102 CIVIL – FOUNDATION DRAIN PLAN Yes

CU501 CIVIL - UTILITY DETAIL SHEET 1 Yes Yes Yes

CU502 CIVIL - UTILITY DETAIL SHEET 2 Yes Yes

LANDSCAPE

LS101 LANDSCAPE - PLANTING PLAN Yes Yes Yes

STRUCTURAL

S-001 GENERAL STRUCTURAL NOTES Yes Yes Yes

S-002 GENERAL STRUCTURAL NOTES CONTINUED Yes Yes Yes

S-003 SPECIAL INSPECTIONS Yes Yes Yes

S-010 LIVE LOAD DIAGRAMS Yes Yes Yes

S-011 LIVE LOAD DIAGRAMS Yes Yes Yes

S-012 SNOW LOAD DIAGRAMS Yes Yes Yes

S-101 STRUCTURAL FOUNDATION PLAN - OVERALL Yes Yes Yes

S-101A STRUCTURAL FOUNDATION PLAN - PART A Yes Yes Yes

S-101B STRUCTURAL FOUNDATION PLAN - PART B Yes Yes Yes

S-102 STRUCTURAL FRAMING PLAN - SECOND FLOOR - OVERALL Yes Yes Yes

S-102A STRUCTURAL FRAMING PLAN - SECOND FLOOR - PART A Yes Yes Yes

S-102B STRUCTURAL FRAMING PLAN - SECOND FLOOR - PART B Yes Yes Yes

S-103 STRUCTURAL FRAMING PLAN - ROOF - OVERALL Yes Yes Yes

S-103A STRUCTURAL FRAMING PLAN - ROOF - PART A Yes Yes Yes

S-103B STRUCTURAL FRAMING PLAN - ROOF - PART B Yes Yes Yes

S-104A STRUCTURAL FRAMING PLAN - HIGH ROOF Yes Yes Yes

S-301 MOMENT FRAME ELEVATIONS Yes Yes Yes

S-302 MOMENT FRAME ELEVATIONS Yes Yes Yes

S-310 FRAMING DETAILS No Yes Yes

S-401 ENLARGED PARTIAL FRAMING PLANS Yes Yes Yes

S-501 TYPICAL DETAILS Yes Yes Yes

S-502 TYPICAL DETAILS Yes Yes Yes

S-503 TYPICAL DETAILS Yes Yes Yes

S-504 TYPICAL DETAILS Yes Yes Yes

S-505 TYPICAL DETAILS Yes Yes Yes

S-510 FOUNDATION DETAILS Yes Yes Yes

S-511 FOUNDATION DETAILS Yes Yes Yes

S-520 FRAMING DETAILS Yes Yes Yes

S-521 FRAMING DETAILS Yes Yes Yes

S-522 FRAMING DETAILS Yes Yes Yes

S-523 FRAMING DETAILS No No Yes

S-530 ELEVATOR - SECTIONS AND DETAILS Yes Yes Yes

S-601 SCHEDULES Yes Yes Yes

S-602 GRAPHICAL COLUMN SCHEDULES Yes Yes Yes

S-603 GRAPHICAL COLUMN SCHEDULES Yes Yes Yes

S-540 COLD-FORMED STEEL FRAMING DETAILS No No Yes

ARCHITECTURAL

A-001 SYMBOLS, & GENERAL NOTES Yes Yes Yes

A-002 PROGRAM FLOOR PLANS Yes Yes Yes

A-101 ARCHITECTURAL FLOOR PLAN - FIRST FLOOR Yes Yes Yes

A-101A ARCHITECTURAL ENLARGED PLAN - FIRST FLOOR PART A Yes Yes Yes

A-101B ARCHITECTURAL ENLARGED PLAN - FIRST FLOOR PART B Yes Yes Yes

A-102 ARCHITECTURAL FLOOR PLAN - SECOND FLOOR Yes Yes Yes

A-102A ARCHITECTURAL ENLARGED PLAN - SECOND FLOOR PART A Yes Yes Yes

A-102B ARCHITECTURAL ENLARGED PLAN - SECOND FLOOR PART B Yes Yes Yes

A-103 ARCHITECTURAL FLOOR PLAN - PENTHOUSE Yes Yes Yes

AC101 ARCHITECTURAL REFLECTED CEILING PLAN - FIRST FLOOR

OVERALL

Yes Yes Yes

AC102 ARCHITECTURAL REFLECTED CEILING PLAN - SECOND FLOOR

OVERALL

Yes Yes Yes

A-201 ARCHITECTURAL EXTERIOR ELEVATIONS Yes Yes Yes

A-301 ARCHITECTURAL BUILDING SECTIONS Yes Yes Yes

A-351 WALL SECTIONS Yes Yes Yes

A-352 WALL SECTIONS Yes Yes Yes

A-401 ARCHITECTURAL ENLARGED PLANS AND INTERIOR

ELEVATIONS

Yes Yes Yes

A-402 ARCHITECTURAL ENLARGED PLANS AND INTERIOR

ELEVATIONS

Yes Yes Yes

A-403 ARCHITECTURAL ENLARGED PLANS AND INTERIOR

ELEVATIONS

Yes Yes Yes

A-450 ARCHITECTURAL STAIR DRAWINGS Yes Yes Yes

A-451 ARCHITECTURAL STAIR DRAWINGS Yes Yes Yes

A-501 DETAILS - EXTERIOR Yes Yes Yes

A-510 SECTION DETAILS Yes Yes Yes

A-552 ARCHITECTURAL CASEWORK DETAILS Yes Yes Yes

A-553 ARCHITECTURAL CASEWORK DETAILS Yes Yes

A-571 ARCHITECTURAL CEILING DETAILS Yes Yes

A-601 DOOR AND WINDOW SCHEDULES Yes Yes Yes

A-701 DOOR AND WINDOW DETAILS Yes Yes Yes

A-730 TYPICAL MOUNTING HEIGHTS Yes Yes Yes

ARCHITECTURE:

Mat Perkins Email: Mat.Perkins@triplecaeg.com Disclipine / Role: Architect, PM

Heather Gardiner Email: Heather.Gardiner@triplecaeg.com Discipline / Role: Interiors, PM

Kate Macaulay Email: Kate.Macaulay@triplecaeg.com Discipline / Role: Interiors

Caleb Lowery Email: Caleb.Lowery@triplecaeg.com Discipline / Role: Architect

Keefer Bickel Email: Keefer.Bickel@triplecaeg.com Discipline / Role: Architect

Kelly Struble Email: Kelly.Struble@triplecaeg.com Discipline / Role: Civil Designer

MEPF:

Nick Stephenson - PE Email: nick.stephenson@mesgroupinc.com Discipline: Mechanical Phone: 813.331.5093

Dion Motl Email dion.motl@mesgroupinc.com Discipline Mechanical/Plumbing/Fire Phone 813.560.5111

David Keith Email david.keith@MESGroupinc.com Discipline Electrical Phone 813.331.5089

Sary Chhoeung Email Sary.Chhoeung@MESGroupInc.com Discipline Electrical Phone 813.331.5099

Tim Hunter Email tim.hunter@mesgroupinc.com Discipline Mechanical Phone 813.560.5111

Tyler Haltek Email tyler.haltek@mesgroupinc.com Discipline Mechanical Phone 813.331.5095

Susan Yongue Email susan.yongue@mesgroupinc.com Discipline Electrical Phone

STRUCTURAL:

Bryan Salt Email: bsalt@cscos.com Discipline/Role: Designer of Record

(602) 997 7536

Juan Lozoya Email: jlozoya@cscos.com Discipline/Role: Structural Engineer

(602) 422-8634

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

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

N

TRUE

NORTH

N

PLAN

NORTH

CONTRACTOR'S 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 for the Togus VA Medical Center Substance Abuse Residential Rehabilitation Program as required by the drawings and specifications.

Period of performance is projected to be 540 calendar days.

The work will require construction of a two story addition connecting to the Maine Street Corridor at the ground level. Two enclosed stairs and one elevator will connect the upper and lower levels to provide circulation addition as required for exiting and convenience. Mechanical and electrical equipment will be housed in a rooftop penthouse accessed via one of the enclosed stair towers. The addition building is comprised of 12 resident bedrooms with attached bathrooms, resident amenity spaces, administrative offices, support spaces and a waiting and reception area.

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 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 see Specifications in Division 2 for estimated quantities and locations. There will be no cost to the Government for any removal, testing, oversight or clearance of ACM.

Civil and Sitework: Work includes all labor, material, equipment, and supervision to perform new civil and site work by the construction drawings and specifications. Civil and Sitework includes all site preparation as well as providing new and relocating existing utilities and equipment, providing new site construction, landscaping, and physical security elements.

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 including provide 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.

New mechanical systems shall be designed to serve the new addition. Contractor is required to Test and Balance (TAB) new HVAC systems per 23 05 93. This work requires preconstruction TAB readings to establish baseline performance for all existing HVAC systems to remain serving the adjacent corridor.

Existing systems shall be rebalanced to preconstruction readings.

Contractor shall provide fire protection piping and sprinkler heads for the new building automatic sprinkler system as designed. New Fire Protection systems shall be provided per the construction drawings and specifications.

Contractor shall 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 General Contractor. Contractor shall employ third party inspection consultants to perform all inspections required by this contract.

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.

The expected construction period duration for each building 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, 28 08 00 – COMMISSIONING OF ELECTRONIC SAFETY AND

SECURITY SYSTEMS and 33 08 00 – COMMISSIONING OF SITE UTILITY 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.

Accessibility: The design shall be constructed to ensure access to the handicapped and disabled. All facilities which are open to the public, to limited segments of the public, visited by the public in the conduct of normal business, or those which hire or have the capacity to hire civilian personnel, shall be designed and constructed to be accessible to the handicapped. Design and construction must comply with HYPERLINK "https://www.access-board.gov/guidelines-and-standards/buildings-and-sites/about-the-aba-standards" Architectural Barriers Act Accessibility Standard (ABAAS) for Federal Facilities and HYPERLINK "http://www.cfm.va.gov/til/etc/dsBarrFree.pdf" PG-18-13 VA Barrier Free Design Standard, whichever is most stringent.

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 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 phased and address coordination between all phases to provide a complete, watertight, and functional project for the intended use. Free and unobstructed egress shall be maintained during all phases.

RENDERING OF PROPOSED BUILDING ENTRY

PHOTO OF EXISTING COURT

VETERANS AFFAIRS

CAMPUS MAP

SCALE: NTS

LOCATION MAP

SCALE: NTS

1. Coordinate finishes at existing to new at Maine Street

2. Locate AED equipment.

OPEN ITEMS - DESIGN:

DEDUCTIVE ALTERNATES

D1

DEDUCTIVE ALTERNATE #1: REMOVE ALL SCOPE OF WORK ASSOCIATED

WITH ENCLOSING THE CONNECTING CORRIDOR A-131, INCLUDING THE

WALLS, WINDOW, CEILING, AND ROOF. THE RAISED CONCRETE SLAB AND

SUPPORTING WALLS SHALL REMAIN AND PROVIDE AN OUTSIDE

CONNECTION TO MAINE STREET. (~889 SF)

D2

DEDUCTIVE ALTERNATE #2: REMOVE ALL SCOPE OF WORK ASSOCIATED

WITH FINISHING OUT MEN'S LOUNGE ROOM A-115, WOMEN'S LOUNGE A-116,

AND FAMILY VISITATION A-117. PROVIDE STORAGE SPACE ONLY. (~813 SF)

NOTE: DEDUCTIVE ALTERNATES ARE CASCADING. EACH DEDUCT WILL BE TAKEN IN

SUCCESSION AND SHALL BE PRICED UNDER SEQUENTIAL, SEPARATE CLINs

(CONTRACT LINE ITEM NUMBER) SO DETERMINATIONS CAN BE MADE AND

PRIORITIES ESTABLISHED BASED ON BIDS RECEIVED.

Revisions: Date:

COMMISSIONING:

Phil Moody Email: Philip.Moody@MESGroupinc.com Discipline: Commissioning Agent (CxA)

(813) 331-5085

Taylor Rinaldi Email:Taylor.Rinaldi@MESGroupinc.com Disclipine: Commissioning Agent (CxA)

(813) 331-5097

07/26/2022

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:

TRIPLE C - The A/E Group 100 Pearl Street, 14th floor Hartfort, CT 06103

(315) 484-5958 Mat Perkins

STAMPCONSULTANT

321 4 5 6 7 8 9 10

MEP

MES GROUP

550 North Reo St. Suite 203 Tampa, FL 33609

(813) 289-4700 Nicholas Stephensen, P.E.

STRUCTURAL

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

(602) 997-7536 Bryan K. Salt, P.E. S.E.

B

IM

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-3

C o n s tr u c t S u b s ta n c e

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GI050

GENERAL NOTES 402-318

BLDG 258

07/26/2022 MRP CJL

100% CONSTRUCTION

DOCUMENTS

ISSUED FOR BIDDING

Construct Substance Use Residential Rehab

1 VA Center, Augusta, Maine

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 26 13 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.

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 OBJECTIVE 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 OBJECTIVE 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 26 13 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 P-LAM, ETC).

9. USE SPECIFIED CAULK OR SEALANT AT WALL MATERIAL

GAPS OR 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:

PHASING NOTES:

AT ALL TIMES MAINTAIN VEHICLE ACCESS, ESPECIALLY FOR

AMBULANCE ACCESS TO AND FROM AMBULANCE ENTRANCES.

CONTRACTOR IS RESPONSIBLE FOR ELIMINATING

DISTURBANCES TO ADJACENT BUILDING ACCESS AND

FUNCTION - ANY REQUIRED DISTURBANCES SHALL BE

COORDINATED WITH THE COR WITH A MINIMUM OF 2 WEEKS

ADVANCE NOTICE.

1. THESE GENERAL NOTES APPLY TO ALL DRAWINGS.

2. COMPLY WITH ALL APPLICABLE CODES, RULES, AND

REGULATIONS. WHEN REQUIRED BY CODE, ALL WORK

MUST BE INSPECTED AND APPROVED BY LOCAL

AUTHORITIES.

3. 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 26 13

REQUESTS FOR INFORMATION (RFI).

4. GENERAL CONTRACTOR SHALL COORDINATE ALL

MECHANICAL AND ELECTRICAL DUCT SIZES AND

LOCATIONS.

5. ALL EXITS TO BE OPERABLE FROM THE INSIDE WITHOUT

THE USE OF A KEY OR SPECIAL KNOWLEDGE.

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

INSTALLED LEVEL WITH EACH OTHER AND PLUMB.

7. 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.

8. DO NOT MEASURE DRAWINGS. ALL DIMENSIONS SHALL BE

FIELD VERIFIED. IF DIMENSIONAL INFORMATION IS

REQUIRED & NOT FOUND, FOLLOW PROCEDURES LISTED IN

SECTION 01 26 13 REQUESTS FOR INFORMATION (RFI).

9. 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.

10. 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.

11. 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.

12. 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.

13. 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.

14. PROVIDE GALVANIC SEPARATION MATERIAL, BETWEEN

DISSIMILAR METALS. SEE SPECIFICATIONS.

15. 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.

16. 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.

17. 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 "B" PATHWAY DESIGNATION OF

THE NFPA 72.

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 FIRE ALARM MAINTENANCE CONTRACTOR MUST

CERTIFY ALL PROGRAMMING DONE TO THE FIRE ALARM

SYSTEM. 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.

FIRE EXTINGUISHERS

1. TEMPORARY- 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 U.L. LABELED AND

SHALL BE DRY CHEMICAL TYPE.

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. EXIT DOOR SHALL SWING IN THE

DIRECTION OF EXIT OVER A LANDING NOT MORE THAN 1/2"

BELOW THE THRESHOLD.

2. EXIT AND EMERGENCY LIGHTING SHALL CONFORM WITH

THE LOCAL AND CURRENT NEC GUIDELINES.

FIRE SPRINKLER SYSTEM

1. ALL NEW SPRINKLER HEADS, HANGERS AND RESTRAINTS

TO BE INSTALLED IN ACCORDANCE WITH 2019 NFPA 13.

A. NEW HEADS SHALL BE FM-APPROVED, QUICK

RESPONSE SPRINKLERS.

2. ALL NEW PIPING FOR SPRINKLER HEADS SHALL BE AS

FOLOWS:

A. 2" AND SMALLER - BLACK STEEL SCHEDULE 40

B. 2 1/2" AND LARGER - BLACK STEEL SCHEDULE 10

C. FLEXIBLE SPRINKLER HOSE SHALL BE FM-APPROVED

AND LIMITED TO HOSE WITH THREADED END FITTINGS

WITH A MINIMUM INSIDE DIAMETER OF 1 INCH AND A

MAXIMUM LENGTH OF 6 FEET.

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. INTERIOR DOORS - 5 lbs.

B. EXTERIOR DOORS - 8.5 lbs.

C. FIRE DOORS - 15 lbs.

6. ALL FLOOR, WALL, AND CEILING PENETRATIONS FOR

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

UL APPROVED METHOD AND MATERIAL.

FIRE & SMOKE DAMPERS

1. NEW FIRE & SMOKE DAMPERS ARE TO BE PROVIDED.

2. THE BUILDING IS EQUIPPED WITH A FIRE ALARM SYSTEM.

THE BUILDING IS EQUIPPED WITH A FIRE SPRINKLER AND

FIRE ALARM SYSTEM.

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 26 13

REQUESTS FOR INFORMATION (RFI). IF DISCREPANCIES

ARE DISCOVERED AFTER THE BIDFOLLOW PROCEDURES

LISTED IN SECTION 01 26 13 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 ARE TO FINISH FACE OF WALL,

TYPICAL 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")

G. 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.

H. 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.

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 OR

LOCATED BY SCALING. CONFIRM ALL ROOF ITEM

DIMENSIONS WITH THE ARCHITECT AND COR PRIOR

TO CONSTRUCTION.

8. VERTICAL DIMENSIONS

A. UNLESS NOTED OTHERWISE, THE FIRST FLOOR

REFERENCE ELEVATION IS 100'-0". THIS IS

REFERENCED TO A GROUND ELEVATION ABOVE

MEAN SEA LEVEL (MSL), AS SHOWN IN CIVIL OR

STRUCTURAL DRAWINGS. 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 SHEATING, 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. CONTRACTOR SHALL COORDINATE DEMOLITION ACTIVITIES

TO MEET APPROVAL OF CODE AGENCIES. 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.

4. CONTRACTOR SHALL PATCH AND REPAIR ALL OPENINGS,

VOIDS OR PENETRATIONS LEFT BY THE INSTALLATION OR

CONSTRUCTION OF EQUIPMENT, PIPING, DUCTS, ETC. TO

MAINTAIN THE INTEGRITY OF THE WALL, FLOOR, AND/OR

ROOF ASSEMBLY.

5. THE ACCESSIBLE PARKING AREA AND PUBLIC RIGHT-OF-

WAY 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.

6. SEE SPECIFICATIONS FOR CUTTING AND PATCHING AND

DEMOLITION FOR RELATED DEMOLITION WORK.

7. SEE DRAWINGS FOR ADDITIONAL PROJECT RELATED

UTILITY & DEMOLITION WORK AND PROJECT PHASING

NOTES. COORDINATE UTILITY SYSTEM SHUTDOWNS WITH

COR.

GENERAL DEMOLITION AND

PHASING NOTES:

Revisions: Date:

This project complies with VA Directive 0056 "VA Sustainable Buildings Program" and the 2016 Guiding Principles for New Construction and Modernization, as noted below.

1.0 – Employ Integrated Design Principles

1. NC&M Criteria 1.1 – Integrated Design and Management (Core Criteria) - Met

2. We established sustainability goals as part of the project and incorporated into relevant design documents. Option 1 was followed; We used a collaborative, integrated process and team to plan, program, design, construct, commission, and transition to operation the New Construction.

3. NC&M Criteria 1.2 – Sustainable Siting (Core Criteria) - Met

4. We followed Federal Management Regulation requirements to make a positive contribution to the surrounding landscape, and specifically addressed the

National Historic Preservation Act of 1966 in collaboration with the state Society of Historic Preservation Office (SHPO), to maintain the contributing factors of the existing historically significant buildings with the new construction. Site sustainability was established through a series of detention areas and catch basins to manage stormwater collection and release to not add additional strain or load on the existing site systems. The existing corridor system utilized on campus to provide conditioned, sheltered access to the full campus will be extended, so that residents maintain easy access to the site facilities and amenities.

5. NC&M Criteria 1.3 – Stormwater Management (Core Criteria) - Met

6. The new construction disturbs a surface area greater than 5,000 Square Feet, therefore we developed a site strategy to maintain / improve property hydrology, in accordance with Statutory Requirements.

7. NC&M Criteria 1.4 – Infrastructure Utilization and Optimization (Non-Core Criteria) – Met

8. We prioritized on-site transportation to promote resident travel through the protected and conditioned corridors. The project staff and residents are currently accounted for in the campus parking plan, therefore no additional parking is planned / needed for this project. The vehicular loop that currently exists in the courtyard is being removed, and replaced with a smaller, parallel drop-off lane.

9. NC&M Criteria 1.5 – Commissioning (Core Criteria) – Met

10. Commissioning will be employed through a commissioning process to verify that the building and its commissioned components, assemblies, and systems

(including district heating and cooling system, and cooling towers) comply with the VA’s project requirements. A certified Commissioning Agent will be performing and completing the project commissioning.

2.0 – Optimize Energy Performance 1.NC&M Criteria 2.1 – Energy Efficiency (Core Criteria) – Met a.Compliance has been implemented with Federal Energy Efficiency Performance, in accordance with the Energy Policy Act of 2005. Previous project baselines were reviewed to ensure energy use reductions. LED lighting is used throughout the project, occupancy sensors, daylight harvesting, etc.

2.NC&M Criteria 2.2 – Energy Metering (Core Criteria) – Met a.Building-level meters for electricity and steam will be installed to confirm with the Department of Energy Federal Building Metering Guidance.

3.NC&M Criteria 2.3 – Renewable Energy (Non-Core Criteria) – Not Met / Not Applicable a.Renewable Energy criteria not applicable for this project scope

4.NC&M Criteria 2.4 – Benchmarking (Core Criteria) - Met a.Building performance benchmarking established in the commissioning project and monitored by the Station.

3.0 – Protect and Conserve Water 1.NC&M Criteria 3.1 – Indoor Water Use (Core Criteria) - Met a.Water conservation measures and technologies will be applied – such as WaterSense where applicable – to maximise water conservation.

2.NC&M Criteria 3.2 – Water Metering (Core Criteria) - Met a.Building level water meters will be installed and monitored to ensure optimized management of water use during occupancy, including leak detection in accordance with the Department of Energy’s Federal Building Metering Guidance.

3.NC&M Criteria 3.3 – Outdoor Water Use (Non-Core Criteria) - Met a.Water efficient landscaping best practices will be implemented, including minimizing irrigation beyond establishment of planting areas.

4.NC&M Criteria 3.4 – Alternative Water (Non-Core Criteria) – Not Met / Not Applicable a.Not applicable for this project scope.

4.0 – Enhance the Indoor Environment

1.NC&M Criteria 4.1 – Ventilation and Thermal Comfort (Core Criteria) - Met

a. In accordance with the Federal Management Regulations, we will comply with all ventilation and thermal comfort requirements to provide ample comfort to staff and residents.

2.NC&M Criteria 4.2 – Daylighting and Lighting Controls (Non-Core Criteria) - Met a.Daylighting and lighting controls have been established to meet required illumination levels. Ample windows have been added to all occupied spaces to ensure regular access to daylight.

3.NC&M Criteria 4.3 – Low-Emitting Materials and Products (Non-Core Criteria) - Met a.Low or no volatile organic compound (VOC) materials have been required for this project and documented in the specifications and drawings.

4.NC&M Criteria 4.4 – Radon Mitigation (Core Criteria) - Met

a. In accordance with the Federal Management Regulations, Radon levels will be managed and mitigated through the project construction, including sub-grade mitigation efforts.

5.NC&M Criteria 4.5 – Moisture and Mold Control (Non-Core Criteria) - Met a.Project moisture control has been developed in the project envelope and building design to minimize mold contamination, prevent building damage, and reduce health risks related to moisture.

6.NC&M Criteria 4.6 – Indoor Air Quality during Construction (Non-Core Criteria) - Met

a. Indoor air quality during construction is required to be monitored and managed. Any occupied spaces that will be disturbed by construction are required to isolate those areas to minimize infection risk.

7.NC&M Criteria 4.7 – Environmental Smoking Control (Core Criteria) - Met

a. In accordance with the Federal Management Regulations, any and all smoking on VA Campus is prohibited. This includes during construction.

8.NC&M Criteria 4.8 – Integrated Pest Management (Core Criteria) - Met a.Pest Management services provided through VA Staff to comply with Federal Management Regulation.

9.NC&M Criteria 4.9 – Occupant Health and Wellness (Core Criteria) - Met a.Occupancy health and wellness has been incorporated into the design to promote resident and staff health, including providing views to outdoors, large-print walls with natural elements, natural-looking interior finishes that are connected to the local area. Water Bottle Refilling stations are also provided on both floors for staffs and residents.

5.0 Reduce the Environmental Impact of Materials

1.NC&M Criteria 5.1 – Materials – Recycled Content (Core Criteria) - Met a.Project recycled content recommendations for building construction, modifications, operations, and maintenance, are specified in project sections 01 74 19 – “Construction Waste Management” and 01 81 13 – “Sustainability Requirements”

2.NC&M Criteria 5.2 – Materials - Biobased Content (Core Criteria) - Met a.Bio-based content and hazardous job requirements are specified in project section 01 35 26 – Safety Requirements.

3.NC&M Criteria 5.3 – Products (Non-Core Criteria) - Met a.Construction products and building supplies will be reviewed and selected following EPA’s recommendations of Specifications, Standards, and Ecolabels for Federal Purchasing.

4.NC&M Criteria 5.4 – Ozone Depleting Substances (Core Criteria) - Met a.Compliance with project materials with the EPA’s Significant New Alternative Policy Program, to ensure Refrigeration and Air Conditioning, Blown-Foam Agents, cleaning solvents, fire suppression and protection, and adhesives, coatings and inks do not negatively contribute to Ozone Depletion.

5.NC&M Criteria 5.5 – Hazardous Waste (Core Criteria) - Met a.Compliance with relevant hazardous waste construction activities is specified in project section 01 74 19 – “Construction Waste Management”, which includes requirements to delineate required material separations, recycling, and verification of material destinations and proposed travel measures.

6.NC&M Criteria 5.6 – Solid Waste Management (Non-Core Criteria) - Met a.Construction and Demolition waste management plan requirements, including diverting a minimum of 50 percent from landfills and incineration, is specified in project section 01 74 19 – “Construction Waste Management.”

6.0 Assess and Consider Building Resilience

1.NC&M Criteria 6.1 – Risk Assessment (Non-Core Criteria) - Met a.Risk assessment for the project was established at the on-set according to the VA’s Physical Security and Resiliency Design Manual (PSRDM). The building set-back was established to maintain vehicular distances. The front entry contains a concrete enclosed screening vestibule. The Front and sides of the building that are subject to potential blasts have been designed to withstand the PSRDM Requirements for the project program.

2.NC&M Criteria 6.2 – Building Resilience and Adaptation (Non-Core Criteria) - Met a.Risk assessment was reviewed and established according to the Va’s Physical Security and Resiliency Design Manual (PSRDM) for Life-Safety Facilities. Blast-Design was incorporated into the project to ensure staff and resident safety and facility operations continue during emergencies.

VA SUSTAINABLE BUILDINGS COMPLIANCE

DN

GATE

166.59

GATE

166.59

9.2

RIM

=1 .4 1'

W V

W V

S

S

PIV

90010

176.05

90009

176.21

D

YHs s s s s s

S

S

S

S

S

D

EE

P B

P B

P B

S

C

S

D Y

H

D

D Y

H

DN

DN

DN

DN

DN

DN

DN

DN

BLDG #206

BLDG #205

BLDG #204

BLDG #248

#244

B#232

B#208

BLDG #207

L S

P

M C

BLDG

#258

SITE SYMBOL LEGEND

SITE CODE NOTES

APPLICABLE BUILDING CODES

• 2021…