Specifications - Volume I.pdf

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Construction of Chilled Water Plant and Site Utility Upgrades at VA Medical Center in West Haven, CT
Solicitation number
W912WJ26RA008
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This is a specifications document (Volume I) for the West Haven VA Medical Center Chilled Water Plant Replacement and Site Utility Improvements, Phase A2 Surgical and Clinical Tower project, dated July 31, 2026. The specifications are organized by construction divisions and contain detailed technical requirements for all aspects of the project including civil, structural, architectural, mechanical, plumbing, electrical, telecommunications, and fire protection work.

The project scope includes demolition of the existing chilled water plant (Building 16A) and construction of a new multi-story chilled water plant with chillers, cooling towers, pumps, and associated equipment; construction of a new fuel tank farm; replacement and upgrade of fire protection and domestic water mains from Campbell Avenue to Building 15; installation of utility main loops (chilled water, steam, condensate, domestic water, and fire protection); installation of redundant electrical feeders; and construction of new water storage tanks. The work is located at an active VA Medical Center campus in West Haven, Connecticut that must remain operational during construction. The contractor is responsible for coordinating with multiple concurrent projects on campus, maintaining utility services, protecting existing infrastructure, obtaining required permits (excavation, hot work, welding), performing photographic documentation with web-based access, conducting testing and commissioning, and complying with security requirements including background checks and identification badges. Work hours are 6:00 AM to 4:00 PM, Monday through Friday, with off-hours work requiring 14 days advance written approval. Major utility shutdowns are limited to Friday 7:00 PM through Sunday 7:00 PM, with steam shutdowns restricted to May 1 through September 30 and chilled water shutdowns restricted to November 1 through April 1. The contractor must provide a detailed construction schedule, phasing plans, pre-construction survey with photographs, and maintain LEED Silver certification standards. The Department of Veterans Affairs (VA) and U.S. Army Corps of Engineers (USACE) are the federal agencies overseeing this project under solicitation W912WJ26RA008.

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West Haven VA Medical Center

Chilled Water Plant Replacement and Site Utility Improvements – Phase A2

Surgical and Clinical Tower

July 31, 2026

Ready to Advertise

Specifications

VOLUME 1

CIVIL STRUCTURAL

EXTERIOR

ARCHITECTURE

INTERIOR

ARCHITECTURE

MECHANICAL &

PLUMBING

ELECTRICAL

TELECOMMUNICATIONS FIRE PROTECTION

DATE:

7/31/2026

7/31/2026

JE

FF

REY KEILMAN

No. ARI.0015787

Department of Veterans Affairs Solicitation #W912WJ26RA008/VA #VAWH-689-040 West Haven VA Medical Center Phase A2-Chilled Water Plant Replacement

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 32 00 08/02 GEOTECHNICAL DATA

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00 11/21 GENERAL REQUIREMENTS

01 11 00 08/15, CHG 2: 08/21 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 22 00 04/94 MEASUREMENT AND PAYMENT

01 30 00 11/20, CHG 1: 08/21 ADMINISTRATIVE REQUIREMENTS

01 32 01.00 10 08/23, CHG 1: 08/24 PROJECT SCHEDULE

01 33 00 08/18, CHG 4: 02/21 SUBMITTAL PROCEDURES

01 33 21 02/20 CONSTRUCTION PHASE BIM, CIM, AND CAD

REQUIREMENTS

01 35 26 05/24 GOVERNMENTAL SAFETY REQUIREMENTS

01 35 50 05/24 CONSTRUCTION INDOOR AIR QUALITY

MANAGEMENT

01 42 00 02/19 SOURCES FOR REFERENCE PUBLICATIONS

01 43 30 01/25 MOCKUPS

01 45 00 08/23, CHG 1: 05/24 QUALITY CONTROL

01 45 00.15 10 11/16, CHG 2: 08/19 RESIDENT MANAGEMENT SYSTEM CONTRACTOR

MODE (RMS CM)

01 45 29 TESTING LABORATORY SERVICES

01 45 35 11/20 SPECIAL INSPECTIONS

01 45 41 EXTERIOR ENCLOSURE PERFORMANCE

REQUIREMENTS, MOCKUPS, AND TESTING

01 50 00 11/20, CHG 1: 08/21 TEMPORARY CONSTRUCTION FACILITIES AND

CONTROLS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 58 00 08/19, CHG 3: 11/21 PROJECT IDENTIFICATION

01 58 16 TEMPORARY INTERIOR SIGNAGE

01 74 19 02/19, CHG 3: 11/21 CONSTRUCTION WASTE MANAGEMENT AND

DISPOSAL

01 78 00 05/19, CHG 1: 08/21 CLOSEOUT SUBMITTALS

01 78 23 05/23 OPERATION AND MAINTENANCE DATA

01 81 13 10/17 SUSTAINABLE CONSTRUCTION REQUIREMENTS

01 81 13.02 4/23 SUSTAINABILITY CERTIFICATION

REQUIREMENTS - LEED v4 BD+C

01 86 25 CYBERSECURITY FOR FACILITY RELATED

CONTROL SYSTEMS

01 91 00.01 05/19, CHG 2: 08/20 DVA/USACE PROJECTS GENERAL

COMMISSIONING REQUIREMENTS

DIVISION 02 - EXISTING CONDITIONS

02 41 00 08/22 DEMOLITION

02 82 11 1/21 TRADITIONAL ASBESTOS ABATEMENT

02 82 13.13 1/21 GLOVEBAG ASBESTOS ABATEMENT

02 83 33.13 1/21 LEAD-BASED PAINT REMOVAL AND DISPOSAL

DIVISION 03 - CONCRETE

03 30 00 1/21 CAST-IN-PLACE CONCRETE

DIVISION 04 - MASONRY

DOCUMENT PROJECT Page 1

04 01 00 1/21 MAINTENANCE OF MASONRY

04 05 13 2/17 MASONRY MORTARING

04 20 00 8/17 UNIT MASONRY

DIVISION 05 - METALS

05 12 00 11/18 STRUCTURAL STEEL FRAMING

05 31 00 1/21 STEEL DECKING

05 36 00 1/21 COMPOSITE METAL DECKING

05 40 00 1/21 COLD-FORMED METAL FRAMING

05 50 00 8/18 METAL FABRICATIONS

05 51 00 1/21 METAL STAIRS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 10/17 ROUGH CARPENTRY

06 16 63 1/21 CEMENTITIOUS SHEATHING

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 01 50.19 1/21 PREPARATION FOR RE-ROOFING

07 08 00.01 8/19 DVA/USACE PROJECTS FACILITY EXTERIOR

CLOSURE COMMISSIONING

07 13 52 1/21 MODIFIED BITUMINOUS SHEET WATERPROOFING

07 18 13 1/21 PEDESTRIAN TRAFFIC COATINGS

07 21 13 1/21 THERMAL INSULATION

07 21 23 1/21 LOOSE-FILL INSULATION

07 22 00 1/21 ROOF AND DECK INSULATION

07 27 27 1/21 FLUID-APPLIED MEMBRANE AIR BARRIERS,

VAPOR RETARDING

07 42 13 08/25 METAL WALL PANELS

07 42 63 08/25 FABRICATED WALL PANEL ASSEMBLIES

07 54 23 1/21 THERMOPLASTIC POLYOLEFIN (TPO) ROOFING

07 60 00 1/21 FLASHING AND SHEET METAL

07 71 00 1/21 ROOF SPECIALTIES

07 72 00 1/21 ROOF ACCESSORIES

07 81 00 7/23 APPLIED FIREPROOFING

07 84 00 1/21 FIRESTOPPING

07 92 00 4/22 JOINT SEALANTS

07 95 13 1/21 EXPANSION JOINT COVER ASSEMBLIES

DIVISION 08 - OPENINGS

08 11 13 1/21 HOLLOW METAL DOORS AND FRAMES

08 31 13 06/25 ACCESS DOORS AND FRAMES

08 33 00 1/21 COILING DOORS

08 41 13 1/21 ALUMINUM-FRAMED ENTRANCES AND

STOREFRONTS

08 44 13 4/20 GLAZED ALUMINUM CURTAIN WALLS

08 71 00 3/24 DOOR HARDWARE

08 80 00 1/21 GLAZING

08 90 00 1/21 LOUVERS AND VENTS

DIVISION 09 - FINISHES

09 05 16 1/21 SUBSURFACE PREPARATION FOR FLOOR

FINISHES

09 22 16 6/18 NON-STRUCTURAL METAL FRAMING

09 29 00 4/20 GYPSUM BOARD

DOCUMENT PROJECT Page 2

09 30 13 1/21 CERAMIC/PORCELAIN TILING

09 51 00 12/18 ACOUSTICAL CEILINGS

09 62 38 08/17, CHG 1: 08/18 STATIC-CONTROL FLOORING

09 65 13 1/21 RESILIENT BASE AND ACCESSORIES

09 65 19 5/18 RESILIENT TILE FLOORING

09 67 23.20 12/21 RESINOUS (EPOXY BASE) WITH VINYL CHIP

BROADCAST (RES-2)

09 91 00 PAINTING

DIVISION 10 - SPECIALTIES

10 14 00 1/21 SIGNAGE

10 22 13 1/21 WIRE MESH PARTITIONS

10 26 00 1/21 WALL AND DOOR PROTECTION

10 28 00 1/21 TOILET, BATH, AND LAUNDRY ACCESSORIES

10 44 13 8/18 FIRE EXTINGUISHER CABINETS

DIVISION 12 - FURNISHINGS

12 24 00 8/17 WINDOW SHADES

12 36 00 11/23 WINDOW STOOLS

DIVISION 14 - CONVEYING EQUIPMENT

14 21 00 4/24 TRACTION ELEVATOR - NEW

DIVISION 21 - FIRE SUPPRESSION

21 08 00.01 8/19 DVA/USACE PROJECTS COMMISSIONING OF

FIRE SUPPRESSION SYSTEMS

21 13 13 6/15 WET-PIPE SPRINKLER SYSTEMS

21 30 13 5/15 ELECTRIC-DRIVEN, FIRE PUMPS

DIVISION 22 - PLUMBING

22 05 11 1/23 COMMON WORK RESULTS FOR PLUMBING

22 05 12 9/20 GENERAL MOTOR REQUIREMENTS FOR

PLUMBING EQUIPMENT

22 05 19 9/20 METERS AND GAUGES FOR PLUMBING PIPING

22 05 23 11/22 GENERAL-DUTY VALVES FOR PLUMBING PIPING

22 05 33 9/20 HEAT TRACING FOR PLUMBING PIPING

22 07 11 9/15 PLUMBING INSULATION

22 08 00.01 8/19 DVA/USACE PROJECTS COMMISSIONING OF

PLUMBING SYSTEMS

22 11 00 5/21 FACILITY WATER DISTRIBUTION

22 11 23 9/15 DOMESTIC WATER PUMPS

22 12 16 9/15 FACILITY ELEVATED, POTABLE-WATER

STORAGE TANKS

22 13 00 9/20 FACILITY SANITARY AND VENT PIPING

22 14 00 9/15 FACILITY STORM DRAINAGE

22 14 29 9/15 SUMP PUMPS

22 14 36 9/15 PACKAGED, SUBMERSIBLE, DRAINAGE PUMP

UNITS

22 15 00 9/20 GENERAL SERVICE COMPRESSED-AIR SYSTEMS

22 33 00 9/20 HEAT PUMP DOMESTIC WATER HEATER

22 40 00 5/24 PLUMBING FIXTURES

22 62 00 5/23 VACUUM SYSTEMS FOR LABORATORY AND

HEALTHCARE FACILITIES

22 63 00 5/23 GAS SYSTEMS FOR LABORATORY AND

DOCUMENT PROJECT Page 3

HEALTHCARE FACILITIES

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

23 05 11 3/23 COMMON WORK RESULTS FOR HVAC

23 05 12 3/23 GENERAL MOTOR REQUIREMENTS FOR HVAC

AND STEAM GENERATION EQUIPMENT

23 05 41 3/23 NOISE AND VIBRATION CONTROL FOR HVAC

PIPING AND EQUIPMENT

23 05 93.01 11/21 DVA/USACE PROJECTS TESTING, ADJUSTING,

AND BALANCING FOR HVAC

23 07 11 2/20 HVAC AND BOILER PLANT INSULATION

23 08 00 05/23, CHG 1: 08/24 COMMISSIONING OF MECHANICAL SYSTEMS

23 08 00.01 8/19 DVA/USACE PROJECTS COMMISSIONING OF

HVAC SYSTEMS

23 09 23 3/23 DIRECT-DIGITAL CONTROL SYSTEM FOR HVAC

23 10 00 4/20 FACILITY FUEL OIL SYSTEMS

23 21 11 3/24 BOILER PLANT PIPING SYSTEMS

23 21 13 06/25 HYDRONIC PIPING

23 21 23 3/23 HYDRONIC PUMPS

23 22 13 3/24 STEAM AND CONDENSATE HEATING PIPING

23 22 23 4/20 STEAM CONDENSATE PUMPS

23 25 00 3/23 HVAC WATER TREATMENT

23 31 00 3/23 HVAC DUCTS AND CASINGS

23 34 00 3/23 HVAC FANS

23 37 00 3/23 AIR OUTLETS AND INLETS

23 40 00 3/23 HVAC AIR CLEANING DEVICES

23 50 11 3/22 BOILER PLANT MECHANICAL EQUIPMENT

23 64 00 3/24 PACKAGED WATER CHILLERS

23 65 00 3/23 COOLING TOWERS

23 73 00 3/23 INDOOR CENTRAL-STATION AIR-HANDLING

UNITS

23 81 00 3/24 DECENTRALIZED UNITARY HVAC EQUIPMENT

23 81 43 3/23 AIR-SOURCE UNITARY HEAT PUMPS

23 82 00 3/23 CONVECTION HEATING AND COOLING UNITS

23 82 16 3/24 AIR COILS

DIVISION 25 - INTEGRATED AUTOMATION

25 05 11.01 08/24 CYBERSECURITY FOR FACILITY-RELATED

CONTROL SYSTEMS - BUILDING AUTOMATION

SYSTEMS (L-M-M)

25 05 11.02 08/24 CYBERSECURITY FOR FACILITY-RELATED

CONTROL SYSTEMS - UTILITY MONITORING

AND CONTROL SYSTEMS (L-L-L)

25 05 11.03 08/24 CYBERSECURITY FOR FACILITY-RELATED

CONTROL SYSTEMS - ELECTRONIC SECURITY

SYSTEMS (M-M-M)

25 05 11.04 08/24 CYBERSECURITY FOR FACILITY-RELATED

CONTROL SYSTEMS - FIRE AND LIFE SAFETY

SYSTEMS (L-L-L)

25 10 10 2/10 ADVANCED UTILITY METERING SYSTEM

DIVISION 26 - ELECTRICAL

26 05 11 11/22 REQUIREMENTS FOR ELECTRICAL

INSTALLATIONS

26 05 13 06/25 MEDIUM-VOLTAGE CABLES

26 05 19 11/22 LOW-VOLTAGE ELECTRICAL POWER

DOCUMENT PROJECT Page 4

CONDUCTORS AND CABLES

26 05 26 11/22 GROUNDING AND BONDING FOR ELECTRICAL

SYSTEMS

26 05 33 11/22 RACEWAY AND BOXES FOR ELECTRICAL

SYSTEMS

26 05 41 06/25 UNDERGROUND ELECTRICAL CONSTRUCTION

26 05 73 11/22 OVERCURRENT PROTECTIVE DEVICE

COORDINATION STUDY

26 08 00.01 8/19 DVA/USACE PROJECTS COMMISSIONING OF

ELECTRICAL SYSTEMS

26 09 23 11/22 LIGHTING CONTROLS

26 11 16 11/22 SECONDARY UNIT SUBSTATIONS

26 12 19 11/22 PAD-MOUNTED, MEDIUM-VOLTAGE

TRANSFORMERS

26 13 01 05/24 PAD-MOUNTED DEAD-FRONT AIR INSULATED

SWITCHGEAR

26 13 13 06/25 MEDIUM-VOLTAGE CIRCUIT BREAKER

SWITCHGEAR

26 22 00 11/22 LOW-VOLTAGE TRANSFORMERS

26 23 00 11/22 LOW-VOLTAGE SWITCHGEAR

26 24 13 11/22 DISTRIBUTION SWITCHBOARDS

26 24 16 11/22 PANELBOARDS

26 27 26 11/22 WIRING DEVICES

26 29 11 11/22 MOTOR CONTROLLERS

26 29 21 11/22 ENCLOSED SWITCHES AND CIRCUIT BREAKERS

26 33 53 11/22 STATIC UNINTERRUPTIBLE POWER SUPPLY

26 36 23 11/22 AUTOMATIC TRANSFER SWITCHES

26 41 00 11/22 FACILITY LIGHTNING PROTECTION

26 43 13 11/22 SURGE PROTECTIVE DEVICES

26 51 00 3/24 INTERIOR LIGHTING

26 56 00 11/22 EXTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 05 11 9/19 REQUIREMENTS FOR COMMUNICATIONS

INSTALLATIONS

27 05 26 11/21 GROUNDING AND BONDING FOR

COMMUNICATIONS SYSTEMS

27 05 33 10/18 CONDUITS AND BACKBOXES FOR

COMMUNICATIONS SYSTEMS

27 05 36 10/18 CABLE TRAYS FOR COMMUNICATIONS SYSTEMS

27 05 53 7/21 IDENTIFICATION FOR COMMUNICATIONS

SYSTEMS

27 08 00.01 8/19 DVA/USACE PROJECTS COMMISSIONING OF

COMMUNICATIONS SYSTEMS

27 10 00 6/15 STRUCTURED CABLING

27 11 00 6/15 TELECOMMUNICATIONS ROOM FITTINGS

27 11 16 COMMUNICATIONS CABINETS, RACKS,

FRAMES, AND ENCLOSURES

27 11 19 COMMUNICATIONS TERMINATION BLOCKS AND

PATCH PANELS

27 13 13 COMMUNICATIONS COPPER BACKBONE CABLING

27 13 13.13 COMMUNICATIONS COPPER CABLE SPLICING

AND TERMINATIONS

27 13 23 COMMUNICATIONS OPTICAL FIBER BACKBONE

CABLING

27 13 23.13 COMMUNICATIONS OPTICAL FIBER SPLICING

AND TERMINATIONS

27 15 00 1/16 COMMUNICATIONS STRUCTURED CABLING

DOCUMENT PROJECT Page 5

27 15 13 COMMUNICATIONS COPPER HORIZONTAL

CABLING

27 16 19 COMMUNICATIONS PATCH CORDS, STATION

CORDS, AND CROSS CONNECT WIRE

27 51 16 10/18 PUBLIC ADDRESS

27 78 00 5/24 CLOSEOUT SUBMITTALS FOR COMMUNICATIONS

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 05 00 4/18 COMMON WORK RESULTS FOR ELECTRONIC

SAFETY AND SECURITY

28 05 13 10/18 CONDUCTORS AND CABLES FOR ELECTRONIC

SAFETY AND SECURITY

28 05 26 9/11 GROUNDING AND BONDING FOR ELECTRONIC

SAFETY AND SECURITY

28 05 28.33 9/11 CONDUITS AND BACKBOXES FOR ELECTRONIC

SAFETY AND SECURITY

28 08 00.01 8/19 DVA/USACE PROJECTS COMMISSIONING OF

ELECTRONIC SAFETY AND SECURITY SYSTEMS

28 13 00 10/11 PHYSICAL ACCESS CONTROL SYSTEM

28 23 00 9/11 VIDEO SURVEILLANCE

28 31 00 10/11 FIRE DETECTION AND ALARM

DIVISION 31 - EARTHWORK

31 20 00 08/23 EARTHWORK

31 23 19 10/12 DEWATERING

31 23 23.33 10/12 FLOWABLE FILL

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 05 23 8/16 CEMENT AND CONCRETE FOR EXTERIOR

IMPROVEMENTS

32 12 16 9/15 ASPHALT PAVING

32 13 15.20 11/22 CONCRETE PAVEMENT FOR FUEL STORAGE

CONTAINMENT DIKES

32 17 23 8/16 PAVEMENT MARKINGS

32 31 13 11/21 CHAIN LINK FENCES AND GATES

32 31 40 11/21 HIGH-SECURITY FENCES AND GATES

DIVISION 33 - UTILITIES

33 08 00.01 8/19 DVA/USACE PROJECTS COMMISSIONING OF

SITE UTILITY SYSTEMS

33 10 00 3/17 WATER UTILITIES

33 30 00 05/18 SANITARY SEWERAGE

33 40 00 11/21 STORMWATER UTILITIES

33 46 13 05/18 FOUNDATION DRAINAGE

33 56 19 11/22 FUEL IMPERMEABLE LINER SYSTEM

33 63 00 2/24 STEAM ENERGY DISTRIBUTION

33 71 02 08/21 UNDERGROUND ELECTRICAL DISTRIBUTION

-- End of Project Table of Contents --

DOCUMENT PROJECT Page 6

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

DOCUMENT 00 32 00

GEOTECHNICAL DATA

08/02

PART 1 GENERAL

1.1 SUMMARY

1.2 REFERENCES

1.3 EXAMINATION OF SAMPLES

1.4 SOIL CLASSIFICATION

1.5 INTERPRETATION

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

-- End of Section Table of Contents --

DOCUMENT 00 32 00 Page 1

DOCUMENT 00 32 00

GEOTECHNICAL DATA

08/02

PART 1 GENERAL

1.1 SUMMARY

The surface conditions indicated on the contract drawings and in the specifications are the result of site surveys and test pits. Copies of the logs of test pit explorations and locations at the site where subsurface investigations were performed are attached to the appendix binder and shown on the contract drawings.

1.2 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referenced to in the text by basic designation only.

ASTM INTERNATIONAL (ASTM)

ASTM D 2488 (2017) Description and Identification of Soils (Visual-Manual Procedure)

1.3 EXAMINATION OF SAMPLES

Subsurface explorations were performed by the U.S. Army Corps of Engineers. Pertinent subsurface information is attached to this section of the specifications.

1.4 SOIL CLASSIFICATION

The soil classification of the USACE soil samples was performed in accordance with ASTM D 2488 in the field.

1.5 INTERPRETATION

Subsurface investigation data are provided only for information purposes and for the convenience of the Contractor. The data shown on the boring logs is for the specific locations indicated only and no assurance is given that these conditions are representative of conditions between borings or areas adjacent thereto. The responsibility lies with the Contractor to interpret subsurface conditions that may affect his work.

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

-- End of Section --

DOCUMENT 00 32 00 Page 2

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 00 00

GENERAL REQUIREMENTS

11/21

PART 1 GENERAL

1.1 REFERENCES

1.2 SAFETY REQUIREMENTS

1.3 GENERAL REQUIREMENTS

1.4 SUBMITTALS

1.5 STATEMENT OF BID ITEM(S)

1.6 OPERATIONS AND STORAGE AREAS (FAR 52.236-10)

1.7 ALTERATIONS

1.8 DISPOSAL AND RETENTION

1.9 PROTECTION OF EXISTING VEGETATION, STRUCTURES, EQUIPMENT,

UTILITIES, AND IMPROVEMENTS (FAR 52.236-9)

1.10 RESTORATION

1.11 PROFESSIONAL SURVEYING SERVICES

1.12 LAYOUT OF WORK

1.13 USE OF ROADWAYS

1.14 TEMPORARY USE OF MECHANICAL AND ELECTRICAL EQUIPMENT

1.15 TEMPORARY USE OF EXISTING ELEVATORS

1.16 TESTS

1.17 PHOTOGRAPHIC DOCUMENTATION

1.18 FINAL ELEVATION DIGITAL IMAGES

1.19 WEB-BASED PHOTOGRAPHIC DOCUMENTATION

1.20 HISTORIC PRESERVATION

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 00 00 Page 1

SECTION 01 00 00

11/21

GENERAL REQUIREMENTS

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this section to the extent referenced. The publications are referred to within the text by the basic designation only.

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 70 (2023; ERTA 1 2024; TIA 24-1) National Electrical Code

1.2 SAFETY REQUIREMENTS

Refer to Section 01 35 26 , SAFETY REQUIREMENTS for safety and infection control requirements.

1.3 GENERAL REQUIREMENTS

a. Contractor shall completely prepare site for building operations, including demolition and removal of existing structures, and furnish labor and materials and perform work for the Chilled Water Plant Replacement and Site Utility Improvements, Phase A2 Surgical and Clinical Tower project as required by drawings and specifications.

b. Offices of Leo A. Daly | Perkins & Will Joint Venture, as Architect-Engineers, will render certain technical services during construction. Such services shall be considered as advisory to the Government and shall not be construed as expressing or implying a contractual act of the Government without affirmations by Contracting Officer or his duly authorized representative.

c. All employees of general contractor and subcontractors shall comply with VA security management program and obtain permission of the VA police, be identified by project and employer, and restricted from unauthorized access.

1.4 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submittals with an "S" are for inclusion in the Sustainability Notebook, in conformance with Section 01 81 13 SUSTAINABLE CONSTRUCTION REQUIREMENTS. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

SECTION 01 00 00 Page 2

Schedule Of Approximate Phasing Dates ; G

Survey ; G

Re-Survey ; G

Professional Surveying Services ; G

Temporary Use Of Mechanical And Electrical Equipment ; G

Photographic Documentation ; G

Commercial Photographer ; G

Detailed Construction Schedule ; G

Web-Based Photographic Documentation Qualifications ; G

Work Plan, Phasing And Subphasing Plans ; G

SD-02 Shop Drawings

Web-Based Photographic Documentation ; G

SD-06 Test Reports

Written Testing And Commissioning Plan ; G

Test Results ; G

SD-11 Closeout Submittals

Final Elevation Digital Images ; G

Web-Based Photographic Documentation Imagery ; G

1.5 STATEMENT OF BID ITEM(S)

a. Refer to Section 01 22 00, MEASUREMENT AND PAYMENT for bidding requirements.

1.6 OPERATIONS AND STORAGE AREAS (FAR 52.236-10)

a. The Contractor shall confine all operations (including storage of materials) on Government premises to areas authorized or approved by the Contracting Officer. The Contractor shall hold and save the Government, its officers and agents, free and harmless from liability of any nature occasioned by the Contractor's performance.

b. Temporary buildings (e.g., storage sheds, shops, offices) and utilities may be erected by the Contractor only with the approval of the Contracting Officer and shall be built with labor and materials furnished by the Contractor without expense to the Government. The temporary buildings and utilities shall remain the property of the Contractor and shall be removed by the Contractor at its expense upon completion of the work.

c. The Contractor shall, under regulations prescribed by the Contracting

SECTION 01 00 00 Page 3

Officer, use only established roadways, or use temporary roadways constructed by the Contractor when and as authorized by the Contracting Officer. When materials are transported in prosecuting the work, vehicles shall not be loaded beyond the loading capacity recommended by the manufacturer of the vehicle or prescribed by any Federal, State, or local law or regulation. When it is necessary to cross curbs or sidewalks, the Contractor shall protect them from damage. The Contractor shall repair or pay for the repair of any damaged curbs, sidewalks, or roads.

d. Working space and space available for storing materials shall be as shown on the drawings.

e. Workers are subject to rules of Medical Center applicable to their conduct.

f. Execute work in such a manner as to interfere as little as possible with work being done by others. Keep roads clear of construction materials, debris, standing construction equipment and vehicles at all times. Execute all work such that road closures are limited to one lane at a time. Lane closure sequencing and durations shall be clearly identified in the Traffic Control Plan and Construction Phasing Plan submitted for review and approval.

g. Execute work so as to interfere as little as possible with normal functioning of Medical Center as a whole, including operations of utility services, fire protection systems and any existing equipment, and with work being done by others. Use of equipment and tools that transmit vibrations and noises through the building structure, are not permitted in buildings that are occupied, during construction, jointly by patients or medical personnel, and Contractor's personnel, except as permitted by Contracting Officer where required by limited working space.

(1) Do not store materials and equipment in other than assigned areas.

(2) Schedule delivery of materials and equipment to immediate construction working areas or assigned storage areas between the hours of 7pm to 6am. and limit deliveries so they do not impede Medical Center traffic or ongoing operations. Provide unobstructed access to Medical Center areas required to remain in operation.

(3) Where access by Medical Center personnel to vacated portions of buildings is not required, storage of Contractor's materials and equipment will be permitted subject to fire and safety requirements and Contracting Officer approval.

h. Phasing:

(1) The Medical Center must maintain its operation 24 hours a day 7 days a week. Therefore, any interruption in service must be scheduled and coordinated with the Contracting Officer, as identified in Section 01 14 00 WORK RESTRICTIONS and on the phasing drawings, to ensure that no lapses in operation occur. It is the CONTRACTOR'S responsibility to develop a work plan, phasing and subphasing plans and detailed construction schedule , at a minimum, the procedures to be employed, the equipment and materials to be used, the interim life safety measure to be used

SECTION 01 00 00 Page 4 during the work, and a schedule defining the duration of the work with milestone subtasks. The work to be outlined shall include, but not be limited to: Access and egress to and from existing buildings, fire truck access to all fire hydrants and buildings, utility shutdowns, off-hours work, sidewalk closures or re-routes/detours and road closures.

(2) To ensure such executions, Contractor shall furnish the Contracting Officer with a schedule of approximate phasing dates on which the Contractor intends to accomplish work in each specific area of site, building or portion thereof. In addition, Contractor shall notify the Contracting Officer 30 days in advance of the proposed date of starting work in each specific area of site, building or portion thereof. Arrange such phasing dates to ensure accomplishment of this work in successive phases mutually agreeable to Medical Center Director, Contracting Officer and Contractor, as indicated on the phasing plans.

i. When a building and/or construction site is turned over to Contractor, Contractor shall accept entire responsibility including upkeep and maintenance therefore:

(1) Contractor shall maintain a minimum temperature of (40 degrees F) at all times, except as otherwise specified.

(2) Contractor shall maintain in operating condition existing fire protection and alarm equipment. In connection with fire alarm equipment, Contractor shall make arrangements for pre-inspection of site with Fire Department or Company (Department of Veterans Affairs or municipal) whichever will be required to respond to an alarm from Contractor's employee or watchman.

j. Utilities Services: Maintain existing utility services for Medical Center at all times. Provide temporary facilities, labor, materials, equipment, connections, and utilities to assure uninterrupted services. Where necessary to cut existing water, steam, gases, sewer or air pipes, or conduits, wires, cables, etc. of utility services or of fire protection systems and communications systems (including telephone), they shall be cut and capped at suitable places where shown; back to the nearest main or, in absence of such indication, where directed by Contracting Officer.

k. To minimize interference of construction activities with flow of Medical Center traffic, comply with the following:

(1) Keep roads, walks and entrances to grounds, to parking and to occupied areas of buildings clear of construction materials, debris and standing construction equipment and vehicles. Wherever excavation for new utility lines cross existing roads, at least one lane must be open to traffic at all times with approval.

(2) Method and scheduling of required cutting, altering and removal of existing roads, walks and entrances must be approved by the Contracting Officer a minimum of 30 days in advance. Refer to Civil drawings for additional information.

l. Coordinate the work for this contract with other construction operations as directed by Contracting Officer. This includes the

SECTION 01 00 00 Page 5 scheduling of traffic and the use of roadways, as specified in Article, USE OF ROADWAYS.

(1) Contractor shall schedule, organize, and lead weekly coordination meetings with other contractors performing work on the medical campus.

(2) List of other Projects and Projected Construction Schedule:

(a) Auxiliary Chiller Plant - July 20, 2026 to April 21, 2027

(b) Boiler Plant - March 30, 2027 to June 15, 2029

(c) Electronic Health Record Modernization (EHRM) - June 25, 2027 to February 25, 2028

(d) Steam Upgrade Phase 3 - August 26, 2026 to August 30, 2028

(e) Steam Upgrade for Buildings 16, 21, 22, 24, 27, 34 - September 24, 2025 to March 31, 2027

(f) SPS Relocation - November 1, 2025 to October 1, 2027

(g) Pharmacy Relocation - May 21, 2025 to March 31, 2027

(h) Fire Protection Upgrades - September 30, 2025 to September 30, 2027

(i) Bulk Oxygen - March 27, 2025 to August 21, 2026

(j) OR Renovation - July 31, 2024 to August 1, 2027

(k) Phase 1A Non-Permanent Structures - August 15, 2025 to September 12, 2027

1.7 ALTERATIONS

a. Survey : Before any work is started, the Contractor shall make a thorough survey with the Contracting Officer and a representative of VA Facilities Management Service, of areas of buildings and site in which alterations occur and areas which are anticipated routes of access, and furnish a report, signed by all three (3), to the Contracting Officer. This report shall list site locations and by rooms and spaces of buildings:

(1) Existing condition and types of resilient flooring, doors, windows, walls and other surfaces not required to be altered throughout affected areas of buildings.

(2) Existence and conditions of items such as plumbing fixtures and accessories, electrical fixtures, equipment, venetian blinds, shades, etc., required by drawings to be either reused or relocated, or both.

(3) Existing Conditions of site, including roadways, sidewalks, lawns, trees, fencing, etc., as required.

(4) Shall note any discrepancies between drawings and existing

SECTION 01 00 00 Page 6 conditions at site.

(5) Shall designate areas for working space, materials storage and routes of access to areas within buildings where alterations occur and which have been agreed upon by Contractor and Contracting Officer.

b. Any items required by drawings to be either reused or relocated or both, found during this survey to be nonexistent, or in opinion of Contracting Officer , to be in such condition that their use is impossible or impractical, shall be furnished and/or replaced by Contractor with new items in accordance with specifications which will be furnished by Government.

c. Re-Survey : Thirty days before expected partial or final inspection date, the Contractor and Contracting Officer together shall make a thorough re-survey of the areas of buildings involved. They shall furnish a report on conditions then existing, of resilient flooring, doors, windows, walls and other surfaces as compared with conditions of same as noted in first condition survey report:

(1) Re-survey report shall also list any damage caused by Contractor to such flooring and other surfaces, despite protection measures;

and, will form basis for determining extent of repair work required of Contractor to restore damage caused by Contractor's workers in executing work of this contract.

d. Protection: Provide the following protective measures:

(1) Wherever existing roof surfaces are disturbed they shall be protected against water infiltration. In case of leaks, they shall be repaired immediately upon discovery.

(2) Temporary protection against damage for portions of existing structures and grounds where work is to be done, materials handled and equipment moved and/or relocated.

(3) Protection of interior of existing structures at all times, from damage, dust and weather inclemency. Wherever work is performed, floor surfaces that are to remain in place shall be adequately protected prior to starting work, and this protection shall be maintained intact until all work in the area is completed.

1.8 DISPOSAL AND RETENTION

a. Materials and equipment accruing from work removed and from demolition of buildings or structures, or parts thereof, shall be disposed of as follows:

(1) Reserved items which are to remain property of the Government are identified by attached tags or noted on drawings or in specifications as items to be stored. Items that remain property of the Government shall be removed or dislodged from present locations in such a manner as to prevent damage which would be detrimental to re-installation and reuse. Store such items where directed by Contracting Officer.

(2) Items not reserved shall become property of the Contractor and be removed by Contractor from Medical Center .

SECTION 01 00 00 Page 7

(3) Items of portable equipment and furnishings located in rooms and spaces in which work is to be done under this contract shall remain the property of the Government. When rooms and spaces are vacated by the Department of Veterans Affairs during the alteration period, such items which are NOT required by drawings and specifications to be either relocated or reused will be removed by the Government in advance of work to avoid interfering with Contractor's operation.

1.9 PROTECTION OF EXISTING VEGETATION, STRUCTURES, EQUIPMENT, UTILITIES,

AND IMPROVEMENTS (FAR 52.236-9)

a. The Contractor shall preserve and protect all structures, equipment, and vegetation (such as trees, shrubs, and grass) on or adjacent to the work site, which are not to be removed and which do not unreasonably interfere with the work required under this contract.

The Contractor shall only remove trees when specifically authorized to do so, and shall avoid damaging vegetation that will remain in place.

If any limbs or branches of trees are broken during contract performance, or by the careless operation of equipment, or by workers, the Contractor shall trim those limbs or branches with a clean cut and paint the cut with a tree-pruning compound as directed by the Contracting Officer.

b. The Contractor shall protect from damage all existing improvements and utilities at or near the work site and on adjacent property of a third party, the locations of which are made known to or should be known by the Contractor. The Contractor shall repair any damage to those facilities, including those that are the property of a third party, resulting from failure to comply with the requirements of this contract or failure to exercise reasonable care in performing the work. If the Contractor fails or refuses to repair the damage promptly, the Contracting Officer may have the necessary work performed and charge the cost to the Contractor.

c. Refer to Section 01 57 19 , TEMPORARY ENVIRONMENTAL CONTROLS, for additional requirements on protecting vegetation, soils and the environment. Refer to Articles, "Alterations", "Restoration", and "Operations and Storage Areas" for additional instructions concerning repair of damage to structures and site improvements.

d. A National Pollutant Discharge Elimination System (NPDES) permit is required for this project. The Contractor is considered an "operator" under the permit and has extensive responsibility for compliance with permit requirements. The contractor shall furnish all information and certifications that are required to comply with the permit process and permit requirements. Many of the permit requirements will be satisfied by completing construction as shown and specified. Some requirements involve the Contractor's method of operations and operations planning and the Contractor is responsible for employing best management practices. The affected activities often include, but are not limited to the following:

(1) Designating areas for equipment maintenance and repair;

(2) Providing waste receptacles at convenient locations and provide regular collection of wastes;

SECTION 01 00 00 Page 8

(3) Locating equipment wash down areas on site, and provide appropriate control of wash-waters;

(4) Providing protected storage areas for chemicals, paints, solvents, fertilizers, and other potentially toxic materials; and

(5) Providing adequately maintained sanitary facilities.

1.10 RESTORATION

a. Remove, cut, alter, replace, patch and repair existing work as necessary to install new work. Except as otherwise shown or specified, do not cut, alter or remove any structural work, and do not disturb any ducts, plumbing, steam, gas, or electric work without approval of the Contracting Officer. Existing work to be altered or extended and that is found to be defective in any way, shall be reported to the Contracting Officer before it is disturbed. Materials and workmanship used in restoring work, shall conform in type and quality to that of original existing construction, except as otherwise shown or specified.

b. Upon completion of contract, deliver work complete and undamaged.

Existing work (walls, ceilings, partitions, floors, mechanical and electrical work, lawns, paving, roads, walks, etc.) disturbed or removed as a result of performing required new work, shall be patched, repaired, reinstalled, or replaced with new work, and refinished and left in as good condition as existed before commencing work.

c. At Contractor's own expense, Contractor shall immediately restore to service and repair any damage caused by Contractor's workers to existing piping and conduits, wires, cables, etc., of utility services or of fire protection systems and communications systems (including telephone) which are not scheduled for discontinuance or abandonment.

1.11 PROFESSIONAL SURVEYING SERVICES

A registered professional land surveyor or registered civil engineer whose services are retained and paid for by the Contractor shall perform services specified herein and in other specification sections. The Contractor shall certify that the land surveyor or civil engineer is not one who is a regular employee of the Contractor, and that the land surveyor or civil engineer has no financial interest in this contract.

1.12 LAYOUT OF WORK

a. The Contractor shall lay out the work from Government established base lines and bench marks, indicated on the drawings, and shall be responsible for all measurements in connection with the layout. The Contractor shall furnish, at Contractor's own expense, all stakes, templates, platforms, equipment, tools, materials, and labor required to lay out any part of the work. The Contractor shall be responsible for executing the work to the lines and grades that may be established or indicated by the Contracting Officer. The Contractor shall also be responsible for maintaining and preserving all stakes and other marks established by the Contracting Officer until authorized to remove them. If such marks are destroyed by the Contractor or through Contractor's negligence before their removal is authorized, the Contracting Officer may replace them and deduct the expense of the

SECTION 01 00 00 Page 9 replacement from any amounts due or to become due to the Contractor.

b. Establish and plainly mark center lines for each building and corner of column lines and/or addition to each existing building, lines for each gravesite control monument, and such other lines and grades that are reasonably necessary to properly assure that location, orientation, and elevations established for each such structure and/or addition, roads, parking lots, are in accordance with lines and elevations shown on contract drawings.

c. Following completion of general mass excavation and before any other permanent work is performed, establish and plainly mark (through use of appropriate batter boards or other means) sufficient additional survey control points or system of points as may be necessary to assure proper alignment, orientation, and grade of all major features of work. Survey shall include, but not be limited to, location of lines and grades of footings, exterior walls, center lines of columns in both directions, major utilities and elevations of floor slabs:

(1) Such additional survey control points or system of points thus established shall be checked and certified by a registered land surveyor or registered civil engineer. Furnish such certification to the Contracting Officer before any work (such as footings, floor slabs, columns, walls, utilities and other major controlling features) is placed.

d. During progress of work, and particularly as work progresses from floor to floor, Contractor shall have line grades and plumbness of all major form work checked and certified by a registered land surveyor or registered civil engineer as meeting requirements of contract drawings. Furnish such certification to the Contracting Officer before any major items of concrete work are placed. In addition, Contractor shall also furnish to the Contracting Officer certificates from a registered land surveyor or registered civil engineer that the following work is complete in every respect as required by contract drawings.

(1) Lines of each building and/or addition.

(2) Elevations of bottoms of footings and tops of floors of each building and/or addition.

(3) Lines and elevations of sewers and of all outside distribution systems.

(4) Lines of elevations of all swales and interment areas.

(5) Lines and elevations of roads, streets and parking lots.

e. Whenever changes from contract drawings are made in line or grading requiring certificates, record such changes on a reproducible drawing bearing the registered land surveyor or registered civil engineer seal, and forward these drawings upon completion of work to Contracting Officer.

f. Upon completion of the work, the Contractor shall furnish the Contracting Officer one electronic copy and reproducible drawings at the scale of the contract drawings, showing the finished grade on the

SECTION 01 00 00 Page 10 grid developed for constructing the work, including burial monuments and fifty foot stationing along new road centerlines. These drawings shall bear the seal of the registered land surveyor or registered civil engineer.

g. The Contractor shall perform the surveying and layout work of this and other articles and specifications in accordance with the provisions of Article "Professional Surveying Services".

1.13 USE OF ROADWAYS

a. For hauling, use only established public roads and roads on Medical Center property and, when authorized by the Contracting Officer, such temporary roads which are necessary in the performance of contract work. Temporary roads shall be constructed and restoration performed by the Contractor at Contractor's expense. When necessary to cross curbing, sidewalks, or similar construction, they must be protected by well-constructed bridges.

b. When new permanent roads are to be a part of this contract, Contractor may construct them immediately for use to facilitate building operations. These roads may be used by all who have business thereon within zone of building operations.

c. When certain buildings (or parts of certain buildings) are required to be completed in advance of general date of completion, all roads leading thereto must be completed and available for use at time set for completion of such buildings or parts thereof.

1.14 TEMPORARY USE OF MECHANICAL AND ELECTRICAL EQUIPMENT

a. Use of new installed mechanical and electrical equipment to provide heat, ventilation, plumbing, light and power will be permitted subject to written approval and compliance with the following provisions:

(1) Permission to use each unit or system must be given by Contracting Officer in writing. If the equipment is not installed and maintained in accordance with the written agreement and following provisions, the Contracting Officer will withdraw permission for use of the equipment.

(2) Electrical installations used by the equipment shall be completed in accordance with the drawings and specifications to prevent damage to the equipment and the electrical systems, i.e.

transformers, relays, circuit breakers, fuses, conductors, motor controllers and their overload elements shall be properly sized, coordinated and adjusted. Installation of temporary electrical equipment or devices shall be in accordance with NFPA 70 , National Electrical Code, (2014 Edition), Article 590, Temporary Installations. Voltage supplied to each item of equipment shall be verified to be correct and it shall be determined that motors are not overloaded. The electrical equipment shall be thoroughly cleaned before using it and again immediately before final inspection including vacuum cleaning and wiping clean interior and exterior surfaces.

(3) Units shall be properly lubricated, balanced, and aligned.

Vibrations must be eliminated.

SECTION 01 00 00 Page 11

(4) Automatic temperature control systems for preheat coils shall function properly and all safety controls shall function to prevent coil freeze-up damage.

(5) The air filtering system utilized shall be that which is designed for the system when complete, and all filter elements shall be replaced at completion of construction and prior to testing and balancing of system.

(6) All components of heat production and distribution system, metering equipment, condensate returns, and other auxiliary facilities used in temporary service shall be cleaned prior to use; maintained to prevent corrosion internally and externally during use; and cleaned, maintained and inspected prior to acceptance by the Government.

b. Prior to final inspection, the equipment or parts used which show wear and tear beyond normal, shall be replaced with identical replacements, at no additional cost to the Government.

c. This paragraph shall not reduce the requirements of the mechanical and electrical specifications sections.

d. Any damage to the equipment or excessive wear due to prolonged use will be repaired replaced by the contractor at the contractor’s expense.

1.15 TEMPORARY USE OF EXISTING ELEVATORS

a. Use of existing elevators for handling building materials and Contractor's personnel will be permitted subject to following provisions:

(1) Contractor makes all arrangements with the Contracting Officer for use of elevators. The Contracting Officer will ascertain that elevators are in proper condition. Contractor may use service elevator in Building No. One for daily use between the hours of 7:00 AM and 4:00 PM. and for special nonrecurring time intervals when permission is granted. Personnel for operating elevators will not be provided by the Department of Veterans Affairs. The use of Building No. 15 elevators is prohibited.

(2) Contractor covers and provides maximum protection of following elevator components:

(a) Entrance jambs, heads soffits and threshold plates.

(b) Entrance columns, canopy, return panels and inside surfaces of car enclosure walls.

(c) Finish flooring.

(3) Government will accept hoisting ropes of elevator and rope of each speed governor if they are worn under normal operation. However, if these ropes are damaged by action of foreign matter such as sand, lime, grit, stones, etc., during temporary use, they shall be removed and replaced by new hoisting ropes at the contractors expense.

SECTION 01 00 00 Page 12

(4) Place elevator in condition equal, less normal wear, to that existing at time it was placed in service of Contractor as approved by Contracting Officer.

1.16 TESTS

a. The contractor shall provide a written testing and commissioning plan complete with component level, equipment level, sub-system level and system level breakdowns. The plan will provide a schedule and a written sequence of what will be tested, how and what the expected outcome will be. This document will be submitted for approval prior to commencing work. The contractor shall document the results of the approved plan and submit for approval with the as built documentation.

b. Pre-test mechanical and electrical equipment and systems and make corrections required for proper operation of such systems before requesting final tests. Final test will not be conducted unless pre-tested.

c. Conduct final tests required in various sections of specifications in presence of an authorized representative of the Contracting Officer.

Contractor shall furnish all labor, materials, equipment, instruments, and forms, to conduct and record such tests.

d. Mechanical and electrical systems shall be balanced, controlled and coordinated. A system is defined as the entire system which must be coordinated to work together during normal operation to produce results for which the system is designed. For example, air conditioning supply air is only one part of entire system which provides comfort conditions for a building. Other related components are return air, exhaust air, steam, chilled water, refrigerant, hot water, controls and electricity, etc. Another example of a system which involves several components of different disciplines is a boiler installation. Efficient and acceptable boiler operation depends upon the coordination and proper operation of fuel, combustion air, controls, steam, feedwater, condensate and other related components.

e. All related components as defined above shall be functioning when any system component is tested. Tests shall be completed within a reasonably period of time during which operating and environmental conditions remain reasonably constant and are typical of the design conditions.

f. Individual test result of any component, where required, will only be accepted when submitted with the test results of related components and of the entire system.

1.17 PHOTOGRAPHIC DOCUMENTATION

a. During the construction period through completion, provide photographic documentation of construction progress and at selected milestones including electronic indexing, navigation, storage and remote access to the documentation, as per these specifications. The commercial photographer or the subcontractor used for this work shall meet the following qualifications:

(1) Demonstrable minimum experience of three (3) years in operation providing documentation and advanced indexing/navigation systems

SECTION 01 00 00 Page 13 including a representative portfolio of construction projects of similar type, size, duration and complexity as the Project.

(2) Demonstrable ability to service projects throughout North America, which shall be demonstrated by a representative portfolio of active projects of similar type, size, duration and complexity as the Project.

b. Photographic documentation elements:

(1) Each digital image shall be taken with a professional grade camera with minimum size of 6 megapixels (MP) capable of producing 8 x 10 inch prints with a minimum of 2272 x 1704 pixels and 16 x 20 inch prints with a minimum 2592 x 1944 pixels.

(2) Indexing and navigation system shall utilize actual AUTOCAD construction drawings, making such drawings interactive on an on-line interface. For all documentation referenced herein, indexing and navigation must be organized by both time (date-stamped) and location throughout the project.

(3) Documentation shall combine indexing and navigation system with inspection-grade digital photography designed to capture actual conditions throughout construction and at critical milestones.

Documentation shall be accessible on-line through use of an internet connection. Documentation shall allow for secure multiple-user access, simultaneously, on-line.

(4) Before construction, the building pad, adjacent streets, roadways, parkways, driveways, curbs, sidewalks, landscaping, adjacent utilities and adjacent structures surrounding the building pad and site shall be documented. Overlapping photographic techniques shall be used to ensure maximum coverage. Indexing and navigation accomplished through interactive architectural drawings. If site work or pad preparation is extensive, this documentation may be required immediately before construction and at several pre-determined intervals before building work commences.

(5) Construction progress for all trades shall be tracked at pre-determined intervals, but not less than once every thirty (30) calendar days (“Progressions”). Progression documentation shall track both the exterior and interior construction of the building. Exterior Progressions shall track 360 degrees around the site and each building. Interior Progressions shall track interior improvements beginning when stud work commences and continuing until Project completion.

(6) As-built condition of pre-foundation utilities and site utilities shall be documented prior to pouring footers, placing concrete and/or backfilling. This process shall include all underground and in-slab utilities within the building(s) envelope(s) and utility runs in the immediate vicinity of the building(s) envelope(s). This may also include utilities enclosed in slab-on-deck in multi-story buildings. Overlapping photographic techniques shall be used to ensure maximum coverage. Indexing and navigation accomplished through interactive site utility plans.

(7) As-built conditions of mechanical, electrical, plumbing and all other systems shall be documented post-inspection and

SECTION 01 00 00 Page 14 pre-insulation, sheet rock or dry wall installation. This process shall include all finished systems located in the walls and ceilings of all buildings at the Project. Overlapping photographic techniques shall be used to ensure maximum coverage.

Indexing and navigation accomplished through interactive architectural drawings.

(8) As-built conditions of exterior skin and elevations shall be documented with an increased concentration of digital photographs as directed by the Contracting Officer in order to capture pre-determined focal points, such as waterproofing, window flashing, radiused steel work, architectural or Exterior Insulation and Finish Systems (EIFS) detailing. Overlapping photographic techniques shall be used to ensure maximum coverage.

Indexing and navigation accomplished through interactive elevations or elevation details.

(9) As-built finished conditions of the interior of each building including floors, ceilings and walls shall be documented at certificate of occupancy or equivalent, or just prior to occupancy, or both, as directed by the Contracting Officer.

Overlapping photographic techniques shall be used to ensure maximum coverage. Indexing and navigation accomplished through interactive architectural drawings.

(10) Miscellaneous events that occur during any Contractor site visit shall be dated, labeled and inserted into a Section in the navigation structure entitled “Slideshows,” allowing this information…

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