3. 20-042069_100_ Type B FAA-MMAC Mobile Systems Test Bed Facility_Specifications.pdf

100% FOR CONSTRUCTION

SPECIFICATIONS

FAA-MMC: Mobile Systems Test Bed Facility

(MSTB)

Work Order: 2020-042069

Oklahoma City, OK

W.O. 2020-042069 / FAA-MMAC

Mobile Systems Test Bed Facility

(MSTB)

00.01.07 - 1 SEAL AND SIGNATURE PAGE

SEAL AND SIGNATURE PAGE

ARCHITECT

(Sections denoted in the Table of Contents with the designation ARCH after the section name are prepared by the Architect)

The Small Group

108 South Broadway

Edmond, OK 73034 Phone 405.840.1111 Fax 405.840.1191

Contact:

Thomas Small, AIA

ARCHITECT

CIVIL ENGINEER

designation CIVIL after the section name are prepared by the Civil Engineer)

Wallace Design Collective

410 North Walnut Avenue, Suite 200

Oklahoma City, OK 73104 Phone 405.236.5858

Contact:

Patrick Altendorf , P.E.

CIVIL

STRUCTURAL ENGINEER

designation STRUCT after the section name are prepared by the Structural Engineer)

Wallace Design Collective

410 North Walnut Avenue, Suite 200

Oklahoma City, OK 73104 Phone 405.236.5858

Contact:

Kevin Bahner, S.E.

STRUCTURAL

10/04/2022

(MSTB)

00.01.07 - 2 SEAL AND SIGNATURE PAGE

MECH/PLUMBING ENGINEER

designation MECH/PLUM after the section name are prepared by the Mechanical/Plumbing Engineer)

Darr + Collins Consulting Engineers

1425 NW 150th Street

Edmond, OK 73013 Phone 405.285.2400

Contact:

Chuck Darr, P.E.

MECH/PLUMBING

ELECTRICAL ENGINEER

designation ELECT after the section name are prepared by the Electrical Engineer)

Darr + Collins Consulting Engineers

1425 NW 150th Street

Edmond, OK 73013 Phone 405.285.2400

Contact:

David Collins, P.E.

ELECTRICAL

FIRE PROTECTION ENGINEER

designation FIRE after the section name are prepared by the Fire Protection Engineer

Paradigm Building Science and Engineering, PLLC

P.O Box 204

Choctaw, OK 73020 Phone 405.306.1400

Contact:

Lance Larue, P.E., F.P.E

Fire Protection

Mobile Systems Test Bed Facility (MSTB)

DC20220

TOC - 1 TABLE OF CONTENTS

TABLE OF CONTENTS

DIVISION 00 -- PROCUREMENT AND CONTRACTING REQUIREMENTS

00.01.07 - SEALS PAGE

00.01.10 - TABLE OF CONTENTS

00.31.00 – AVAILABLE PROJECT INFORMATION

00.31.32 – GEOTECHNICAL DATA

SPECIFICATIONS

DIVISION 01 -- GENERAL REQUIREMENTS

01.10.00 - SUMMARY (ARCH)

01.30.00 - ADMINISTRATIVE REQUIREMENTS (ARCH)

01.40.00 - QUALITY REQUIREMENTS (ARCH)

01.45.33 - CODE-REQUIRED SPECIAL INSPECTIONS AND PROCEEDURES

01.50.00 - TEMPORARY FACILITIES AND CONTROLS (ARCH)

01.60.00 - PRODUCT REQUIREMENTS (ARCH)

01.70.00 - EXECUTION AND CLOSEOUT REQUIREMENTS (ARCH)

01.74.19 - CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL (ARCH)

01.78.00 - CLOSEOUT SUBMITTALS (ARCH)

DIVISION 02 -- EXISTING CONDITIONS

02.41.00 - DEMOLITION (ARCH)

DIVISION 03 -- CONCRETE

03.30.00 - CAST-IN-PLACE CONCRETE (STRUCT)

DIVISION 06 -- WOOD, PLASTICS, AND COMPOSITES

06.10.00 - ROUGH CARPENTRY (ARCH)

DIVISION 07 -- THERMAL AND MOISTURE PROTECTION

07.21.16 – PRE-ENGINEERED BUILDING BLANKET INSULATION

07.27.36 – SPRAYED FOAM INSULATING AIR BARRIER SYSTEM (ARCH)

07.81.28 – INTUMESCENT THERMAL BARRIER (ARCH)

07.92.00 – JOINT SEALANTS (ARCH)

DIVISION 08 -- OPENINGS

08.11.13 - HOLLOW METAL DOORS AND FRAMES (ARCH)

08.33.23 - OVERHEAD COILING DOORS (ARCH)

08.51.13 - ALUMINUM WINDOWS (ARCH)

08.71.00 - DOOR HARDWARE (ARCH)

08.80.00 - GLAZING (ARCH)

DIVISION 09 -- FINISHES

09.21.16 - GYPSUM BOARD ASSEMBLIES (ARCH)

09.65.00 - RESILIENT FLOORING (ARCH)

09.78.00 - INTERIOR WALL PANELING(ARCH)

09.91.13 – EXTERIOR PAINTING (ARCH)

09.91.23 - INTERIOR PAINTING (ARCH)

DC20220

TOC - 1 TABLE OF CONTENTS

DIVISION 10 – SPECIALTIES

10.14.00 – SIGNAGE

10.28.00 – TOILET, BATH, AND LAUNDRY ACCESSORIES

10.44.00 – FIRE PROTECTION SPECIALTIES

DIVISION 11 – EQUIPMENT – NOT IT THIS SUBMISSION

DIVISION 13 – SPECIAL CONSTRUCTION

13 64 19 METAL BUILDING SYSTEMS (ARCH STRUCT)

DIVISION 21 – FIRE SUPPRESSION

21 13 13 WET PIPE SPRINKLER SYSTEMS, FIRE PROTECTION (FPE)

DIVISION 22 – PLUMBING

DIVISION 23 – MECHANICAL

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC (MEP)

23 07 13 DUCT INSULATION (MEP)

23 09 23 DIRECT DIGITAL CONTROLS (MEP)

23 09 93.11 23 11 23

SEQUENCE OF OPERATION FOR HVAC DDC (MEP)

FACILITY NATURAL GAS PIPING (CIVIL)

23 23 00 REFRIGERANT PIPING (MEP)

23 50 10 BASIC MECHANICAL REQUIREMENTS (MEP)

23 50 30 ELECTRICAL REQUIREMENTS FOR MECHANICAL EQUIPMENT

(MEP)

23 50 50 BASIC MECHANICAL MATERIALS AND METHODS (MEP)

23 50 55 MOTORS (MEP)

23 50 60 HANGERS AND SUPPORTS (MEP)

23 52 00 MECHANICAL IDENTIFICATION (MEP)

23 52 50 MECHANICAL INSULATION (MEP)

23 54 16.13 GAS-FIRED FURNACES (MEP)

23 55 33.16 GAS-FIRED UNIT HEATERS (MEP)

23 58 70 POWER VENTILATORS (MEP)

23 58 91 METAL DUCTS (MEP)

23 59 10 DUCT ACCESSORIES (MEP)

23 59 32 AIR DISTRIBUTION DEVICES

23 74 16.11 PACKAGED, SMALL-CAPACITY, ROOFTOP AIR-CONDITIONING

UNITS (MEP)

23 81 26 DUCTLESS SPLIT-SYSTEM AIR-CONDITIONERS (MEP)

23 81 27 SPLIT-SYSTEM AIR-CONDITIONERS (MEP)

22 11 13 22 11 23

FACILITY WATER DISTRIBUTION PIPING (CIVIL)

NATURAL GAS PIPING (MEP)

22 13 13 FACILITY SANITARY SEWERS (CIVIL)

22 51 00 VALVES (MEP)

22 51 22 METERS AND GAUGES (MEP)

22 51 40 DOMESTIC WATER PIPING (MEP)

22 51 50 SANITARY WASTE AND VENT PIPING (MEP)

22 54 00 PLUMBING FIXTURES (MEP)

22 54 10 PLUMBING SPECIALTIES (MEP)

22 54 25 ELECTRIC WATER HEATERS (MEP)

DC20220

TOC - 1 TABLE OF CONTENTS

23 82 36 ELECTRIC BASEBOARD AND FINNED-TUBE RADIATION

HEATERS (MEP)

23 91 19 FIXED LOUVERS (MEP)

DIVISION 26 - ELECTRICAL

DIVISION 27 – COMMUNICATIONS

27 00 00 TELECOMMUNICATIONS STANDARDS FOR THE MIKE MONRONEY

AERONAUTICAL CENTER

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 31 74 INTERIOR FIRE DETECTION AND ALARM SYSTEM (FPE)

26 00 10 GENERAL REQUIREMENTS (MEP)

26 00 20 SCOPE OF WORK (MEP)

26 05 19 LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND

CABLES

(MEP)

26 05 26 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS (MEP)

26 05 29 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS (MEP)

26 05 33 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS (MEP)

26 05 43 UNDERGROUND DUCTS AND RACEWAYS FOR ELECTRICAL

SYSTEMS (MEP)

26 05 53 IDENTIFICATION FOR ELECTRICAL SYSTEMS (MEP)

26 05 72 OVERCURRENT PROTECTIVE DEVICE SHORT-CIRCUIT STUDY

(MEP)

26 05 73 OVERCURRENT PROTECTIVE DEVICE COORDINATION STUDY

(MEP)

26 05 74 OVERCURRENT PROTECTIVE DEVICE ARC-FLASH HAZARD

ANALYSIS (MEP)

26 08 13 TESTING (MEP)

26 09 23 LIGHTING CONTROL DEVICES (MEP)

26 21 00 LOW-VOLTAGE ELECTRICAL SERVICE ENTRANCE (MEP)

26 24 13 SWITCHBOARDS (MEP)

26 24 16 PANELBOARDS (MEP)

26 2713.1030 ELECTRIC METERS (MEP)

26 27 17 EQUIPMENT WIRING (MEP)

26 27 26 WIRING DEVICES (MEP)

26 28 13 FUSES (MEP)

26 28 16 ENCLOSED SWITCHES AND CIRCUIT BREAKERS (MEP)

26 29 13.03 MANUAL AND MAGNETIC MOTOR CONTROLLERS (MEP)

26 33 23.11 CENTRAL BATTERY EQUIPMENT FOR EMERGENCY LIGHTING

(MEP)

26 41 13 LIGHTINING PROTECTION FOR STRUCTURES (MEP)

26 43 13 SURGE PROTECTION FOR LOW-VOLTAGE ELECTRICAL POWER

CIRCUITS (MEP)

26 51 19 LED INTERIOR LIGHTING (MEP)

26 52 13 EMERGENCY AND EXIT LIGHTING (MEP)

26 56 13 LIGHTING POLES AND STANDARDS (MEP)

26 56 19 LED EXTERIOR LIGHTING (MEP)

(MSTB)

00.01.10 - 4 TABLE OF CONTENTS

DIVISION 31 -- EARTHWORK

31 10 00 - SITE CLEARING (CIVIL)

31 11 00 - STORMWATER POLLUTION PREVENTION PLAN (CIVIL)

31 20 00 - EARTH MOVING (CIVIL)

31 20 01 – STRUCTURAL EARTH MOVING (STRUCT)

31 31 16 - TERMITE CONTROL (ARCH)

DIVISION 32 -- EXTERIOR IMPROVEMENTS

32 13 13 - CONCRETE PAVING (CIVIL)

32 13 73 - CONCRETE PAVING JOINT SEALANTS (CIVIL)

33 41 00 STORM DRAINAGE UTILITY PIPING

END OF SECTION

(MSTB)

00.31.00 - 1 AVAILABLE PROJECT

INFORMATION

SECTION 00.31.00

AVAILABLE PROJECT INFORMATION

PART 1 GENERAL

1.01 EXISTING CONDITIONS

A. Certain information relating to existing surface and subsurface conditions and structures is available to bidders but will not be part of Contract Documents, as follows:

B. Site Survey: Entitled FAA MSTB Sites (South), dated 12/06/2021.

1. This survey identifies grade elevations prepared primarily for the use of Architect in establishing new grades and identifying natural water shed.

C. Geotechnical Report: Entitled SUBSURFACE EXPLORATION, dated June 8, 2022.

1. This report identifies properties of below grade conditions and offers recommendations for the design of foundations, prepared primarily for the use of Architect.

2. The recommendations described shall not be construed as a requirement of this Contract, unless specifically referenced in Contract Documents.

3. This report, by its nature, cannot reveal all conditions that exist on the site. Should subsurface conditions be found to vary substantially from this report, changes in the design and construction of foundations will be made, with resulting credits or expenditures to the Contract Price accruing to Owner.

1.02 PERMITS

A. Owner has submitted the construction documents for the following permits and/or approvals, that Contractor shall obtain prior to commencement of construction work on this project:

1. Building Permit for all trades.

2. Contractor shall be responsible for contacting the City of Oklahoma City Permitting office for the cost of permit that is to be included in their bids.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

3.01 OBTAINMENT OF PERMITS

A. Building Permit Procedures: When required to obtain this permit:

1. Pay required fees.

2. Do not commence execution of any item of work for which a permit has not been obtained.

(MSTB)

00.31.32 - 1 GEOTECHNICAL DATA

SECTION 00.31.32

GEOTECHNICAL DATA

1.01 GEOTECHNICAL DATA AND GEOTECHNICAL INVESTIGATION REPORT

A. This Document with its referenced attachments is part of the Procurement and Contracting Re quirements for Project. They provide Owner's information for Bidders' convenience and are intended to supplement rather than serve in lieu of Bidders' own investigations. They are made available for Bidders' convenience and information, but are not a warranty of existing conditions, interpretations, or recommendations. This Document and all attachments are not part of the Contract Documents.

B. Soil-boring data for Project, based upon borings obtained by Standard Testing & Engineering, LLC dated June 8, 2022, is available for viewing.

C. A geotechnical investigation report for Project, prepared by Standard Testing & Engineering, LLC dated June 8, 2022 is available for viewing.

1. Contractor is expected to examine the site and all geotechnical data and investigation reports and then decide for himself the character of the materials to be encountered.

Contractor shall employ a consultant qualified to interpret the geotechnical data and investigation reports if the Contractor does not feel qualified to interpret any part of the geotechnical data and investigation reports.

2. The Owner, Tenant, Architect, and Architect’s Consultants disclaim any responsibility for the accuracy, true location and extent of the geotechnical data and investigation reports that have been prepared by others. They further disclaim responsibility for interpretations and recommendations related to that data by Bidders, such as, but not limited to, predicting soils bearing values or the depth to soils bearing materials, rock profiles or hardness, soils stability and the presence, level and extent of underground water.

D. Related Requirements:

1. Document 00.21.13 "Instructions to Bidders" for the Bidder's responsibilities for examination of Project site and existing conditions.

END OF DOCUMENT

(MSTB)

01.10.00 - 1 SUMMARY

SECTION 01.10.00

SUMMARY

PART 1 GENERAL

1.01 PROJECT

A. Project Name: FAA-MMC: Mobile Systems Test Bed Facility (MSTB).

B. Owner's Name: FAA.

C. Architect's Name: Small Architects.

D. The Project consists of the construction of of a 5,275 square foot building, vehicular drives, and minor renovations to existing paving..

1.02 WORK DESCRIPTION

A. Work Location: Federal Aviation Administration Mike Monrony Aeronautical Center.

1. The previous location of the ARSR-3 Tower Equipment Facility (Building 161).

B. Completion of Work: The contractor shall be required to (a) commence work under this contract within the designated calendar days after the date the contractor receives the Notice to Proceed, (b) execute the Work diligently, and (c) complete the entire Work ready for occupancy and use no later than 270 days after the Notice to Proceed.

C. Work includes: All labor, materials, and equipment neccessary to construct the building, associated paving, and utilities as indicated on the contract docuements.

1.03 CONTRACTOR USE OF SITE AND PREMISES

A. Provide access to and from site as required by law and by Owner:

1. Do not obstruct roadways, sidewalks, or other public ways without permit.

B. Security Requirements: Contractor shall comply with all applicable Department of Transportation (DOT), FAA, and MMAC security directives while performing Work of this Contract.

C. Time Restrictions: Work shall be conducted between 7:00 a.m. and 4:30 p.m. on normal government work days. No Work shall occur at night, or on Saturday's, Sundays, or designated government holidays unless approved by the Contracting Officer seven (7) days in advance.

D. Utility Outages and Shutdown: Coordinate with the Contracting Office and Project Manager at (405)954-7356. Outages affecting FAA Operations are required to be accomplished at night, or on Saturday's, Sunday's, or designated government holidays. Prior to any outage or shutdown, fourteen (14) working days notification must be made to coordinate scheduling of any Work to be performed during any hours.

1. Prevent accidental disruption of utility services to other facilities.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

(MSTB)

01.30.00 - 1 ADMINISTRATIVE

REQUIREMENTS

SECTION 01.30.00

ADMINISTRATIVE REQUIREMENTS

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Preconstruction meeting.

B. Progress meetings.

C. Construction progress schedule.

D. Submittals for review, information, and project closeout.

E. Number of copies of submittals.

F. Requests for Interpretation (RFI) procedures.

G. Submittal procedures.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION

3.01 PRECONSTRUCTION MEETING

A. Owner/FAA will schedule a meeting after Notice of Award.

B. Attendance Required:

1. Owner/FAA.

2. Architect.

3. Contractor.

C. Agenda:

1. Distribution of Contract Documents.

2. Submission of list of subcontractors, list of products, schedule of values, and progress schedule.

3. Designation of personnel representing the parties to Contract, Owner/FAA and Architect.

4. Procedures and processing of field decisions, submittals, substitutions, applications for payments, proposal request, Change Orders, and Contract closeout procedures.

5. Scheduling.

D. Record minutes and distribute copies within two days after meeting to participants, with two copies to Architect, Owner/FAA, participants, and those affected by decisions made.

3.02 PROGRESS MEETINGS

A. Schedule and administer meetings throughout progress of the work at maximum bi-monthly intervals.

B. Make arrangements for meetings, prepare agenda with copies for participants, preside at meetings.

C. Attendance Required:

1. Contractor.

2. Owner/FAA.

3. Architect.

4. Contractor's superintendent.

5. Major subcontractors.

D. Agenda:

1. Review minutes of previous meetings.

2. Review of work progress.

3. Field observations, problems, and decisions.

4. Identification of problems that impede, or will impede, planned progress.

5. Review of submittals schedule and status of submittals.

6. Maintenance of progress schedule.

(MSTB)

01.30.00 - 2 ADMINISTRATIVE

REQUIREMENTS

7. Corrective measures to regain projected schedules.

8. Planned progress during succeeding work period.

9. Maintenance of quality and work standards.

10. Effect of proposed changes on progress schedule and coordination.

11. Other business relating to work.

E. Record minutes and distribute copies within two days after meeting to participants, with copies to Architect, Owner, participants, and those affected by decisions made.

3.03 CONSTRUCTION PROGRESS SCHEDULE

A. If preliminary schedule requires revision after review, submit revised schedule within 10 days.

B. Within 10 days after joint review, submit complete schedule.

C. Submit updated schedule with each Application for Payment.

3.04 REQUESTS FOR INTERPRETATION (RFI)

A. Preparation: Prepare an RFI immediately upon discovery of a need for interpretation of Contract Documents. Failure to submit a RFI in a timely manner is not a legitimate cause for claiming additional costs or delays in execution of the work.

1. Prepare a separate RFI for each specific item.

a. Review, coordinate, and comment on requests originating with subcontractors and/or materials suppliers.

B. Content: Include identifiers necessary for tracking the status of each RFI, and information necessary to provide an actionable response.

C. Attachments: Include sketches, coordination drawings, descriptions, photos, submittals, and other information necessary to substantiate the reason for the request.

D. Review Time: Architect will respond and return RFIs to Contractor within seven calendar days of receipt. For the purpose of establishing the start of the mandated response period, RFIs received after 12:00 noon will be considered as having been received on the following regular working day.

E. Responses: Content of answered RFIs will not constitute in any manner a directive or authorization to perform extra work or delay the project. If in Contractor's belief it is likely to lead to a change to Contract Sum or Contract Time, promptly issue a notice to this effect, and follow up with an appropriate Change Order request to Owner.

3.05 SUBMITTALS FOR REVIEW

A. When the following are specified in individual sections, submit them for review:

1. Product data.

2. Shop drawings.

3. Samples for selection.

4. Samples for verification.

5. Contractor Waste Management Plan prepared in accordance with FAA Contracting AMS Clause 3.6.3-22, January 2020..

B. Samples will be reviewed for aesthetic, color, or finish selection.

3.06 SUBMITTALS FOR INFORMATION

A. When the following are specified in individual sections, submit them for information:

1. Design data.

2. Certificates.

3. Test reports.

4. Inspection reports.

5. Manufacturer's instructions.

6. Manufacturer's field reports.

7. Monthly Waste Management Reports.

8. Other types indicated.

(MSTB)

01.30.00 - 3 ADMINISTRATIVE

REQUIREMENTS

3.07 SUBMITTALS FOR PROJECT CLOSEOUT

A. Submit Correction Punch List for Substantial Completion.

B. Submit Final Correction Punch List for Substantial Completion.

C. When the following are specified in individual sections, submit them at project closeout in compliance with requirements of Section 01.78.00 - Closeout Submittals:

1. Project record documents.

2. Operation and maintenance data.

3. Warranties.

4. Bonds.

5. Other types as indicated.

3.08 NUMBER OF COPIES OF SUBMITTALS

A. Electronic Documents: Submit one electronic copy in PDF format; an electronically-marked up file will be returned. Create PDFs at native size and right-side up; illegible files will be rejected.

B. Samples: Submit the number specified in individual specification sections; two of which will be retained - one by the Owner/FAA and the Architect.

1. Retained samples will not be returned to Contractor unless specifically so stated.

3.09 SUBMITTAL PROCEDURES

A. General Requirements:

B. Transmit each submittal with approved form.

(MSTB)

01.40.00 - 1 QUALITY REQUIREMENTS

SECTION 01.40.00

QUALITY REQUIREMENTS

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Submittals.

B. Testing and inspection agencies and services.

C. Control of installation.

D. Tolerances.

E. Defect Assessment.

1.02 SUBMITTALS

A. See Section 01.30.00 - Administrative Requirements, for submittal procedures.

B. Design Data: Submit for Owner/FAA and Architect's knowledge for the limited purpose of assessing conformance with information given and the design concept expressed in the contract documents, or for Owner's information.

C. Test Reports: After each test/inspection, promptly submit Electronic copies of report to Owner/FAA, the Architect and to Contractor.

1. Include:

a. Date issued.

b. Project title and number.

c. Name of inspector.

d. Date and time of sampling or inspection.

e. Identification of product and specifications section.

f. Location in the Project.

g. Type of test/inspection.

h. Date of test/inspection.

i. Results of test/inspection.

j. Compliance with Contract Documents.

k. When requested by Owner/FAA or Architect, provide interpretation of results.

2. Test report submittals are for Owner/FAA and Architect's knowledge for the limited purpose of assessing conformance with information given and the design concept expressed in the contract documents, or for Owner's information.

1.03 TESTING AND INSPECTION AGENCIES AND SERVICES

A. Contractor shall employ and pay for services of an independent testing agency to perform other specified testing.

B. Employment of agency in no way relieves Contractor of obligation to perform Work in accordance with requirements of Contract Documents.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION

3.01 CONTROL OF INSTALLATION

A. Monitor quality control over suppliers, manufacturers, products, services, site conditions, and workmanship, to produce work of specified quality.

B. Comply with manufacturers' instructions, including each step in sequence.

C. Should manufacturers' instructions conflict with Contract Documents, request clarification from Owner/FAA before proceeding.

D. Comply with specified standards as minimum quality for the Work except where more stringent tolerances, codes, or specified requirements indicate higher standards or more precise workmanship.

(MSTB)

01.40.00 - 2 QUALITY REQUIREMENTS

E. Have work performed by persons qualified to produce required and specified quality.

F. Verify that field measurements are as indicated on shop drawings or as instructed by the manufacturer.

G. Secure products in place with positive anchorage devices designed and sized to withstand stresses, vibration, physical distortion, and disfigurement.

3.02 TOLERANCES

A. Monitor fabrication and installation tolerance control of products to produce acceptable Work.

Do not permit tolerances to accumulate.

B. Comply with Manufacturer's tolerances. Should manufactures' tolerances conflict with Contract Documents, request clarification from the Owner/FAA before proceeding.

C. Adjust products to appropriate dimensions; position before securing products in place.

3.03 TESTING AND INSPECTION

A. Testing Agency Duties:

1. Provide qualified personnel at site. Cooperate with the Owner/FAA and Contractor in prerformance of services.

2. Perform specified sampling and testing of products in accordance with specified standards.

3. Ascertain compliance of materials and mixes with requirements of Contract Documents.

4. Promptly notify Owner/FAA and Contractor of observed irregularities or non-conformance of Work for Products.

5. Perform additional tests and inspedtions required by the Owner/FAA.

6. Submit reports of all tests/inspections specified.

B. Limits on Testing/Inspection Agency Authority:

1. Agency may not release, revoke, alter, or enlarge on requirements of Contract Documents.

2. Agency may not approve or accept any portion of the Work.

3. Agency may not assume any duties of Contractor.

4. Agency has no authority to stop the Work.

C. Contractor Responsibilities:

1. Deliver to agency at designated location, adequate samples of materials proposed to be used that require testing, along with proposed mix designs.

2. Cooperate with laboratory personnel, and provide access to the Work and to manufacturers' facilities.

3. Provide incidental labor and facilities:

a. To provide access to Work to be tested/inspected.

b. To obtain and handle samples at the site or at source of Products to be tested/inspected.

c. To facilitate tests/inspections.

d. To provide storage and curing of test samples.

4. Notify Owner/FAA and laboratory 24 hours prior to expected time for operations requiring testing/inspection services.

5. Employ services of an independent qualified testing laboratory and pay for additional samples, tests, and inspections required by Contractor beyond specified requirements.

D. Re-testing required because of non-conformance to specified requirements shall be performed by the same testing agency on instructions by the Owner/FAA.

E. Re-testing required because of non-compliance with specified requirements shall be paid for by Contractor.

3.04 DEFECT ASSESSMENT

A. Replace Work or portions of the Work not complying with specified requirements.

(MSTB)

01.40.00 - 3 QUALITY REQUIREMENTS

B. If, in the opinion of the Owner/FAA, it is not practical to remove and replace the work, the Contracting Officer will direct an appropriate remedy or adust payment.

(MSTB)

01.45.33 - 1 CODE-REQUIRED SPECIAL

INSPECTIONS AND

PROCEDURES

SECTION 01.45.33

CODE-REQUIRED SPECIAL INSPECTIONS AND PROCEDURES

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Code-required special inspections.

1.02 DEFINITIONS

A. Code or Building Code: ICC (IBC)-2015, Edition of the International Building Code and specifically, Chapter 17 - Special Inspections and Tests.

B. Authority Having Jurisdiction (AHJ): Agency or individual officially empowered to enforce the building, fire and life safety code requirements of the permitting jurisdiction in which the Project is located.

C. Special Inspection:

1. Special inspections are inspections and testing of materials, installation, fabrication, erection or placement of components and connections mandated by the AHJ that also require special expertise to ensure compliance with the approved Contract Documents and the referenced standards.

2. Special inspections are separate from and independent of tests and inspections conducted by Owner or Contractor for the purposes of quality assurance and contract administration.

1.03 REFERENCE STANDARDS

A. ACI 318 - Building Code Requirements for Structural Concrete and Commentary; 2011.

B. AISC 360 - Specification for Structural Steel Buildings; 2010.

C. AWS D1.4/D1.4M - Structural Welding Code - Reinforcing Steel; 2011.

D. ICC (IBC)-2015 - International Building Code; 2015.

1.04 SPECIAL INSPECTION AGENCY

A. The contractor will employ services of a Special Inspection Agency to perform inspections and associated testing and sampling required by the building code and the City of Oklahoma City.

These independent firms shall not be affiliated with or have had any business relation, nor any other relationship that would imply any conflict of interest with respect to the Contractor. The fees for such testing and inspections shall be included in the Base Bid Amount.

B. Employment of agency in no way relieves Contractor of obligation to perform work in accordance with requirements of Contract Documents.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION

3.01 SPECIAL INSPECTIONS FOR CONCRETE CONSTRUCTION

A. Reinforcing Steel, Including Prestressing of Tendons and Placement: Verify compliance with approved Contract Documents and ACI 318, Sections 3.5 and 7.1 through 7.7; periodic.

B. Design Mix: Verify plastic concrete complies with the design mix in approved Contract Documents and with ACI 318, Chapter 4 and 5.2; periodic.

C. Specified Curing Temperature and Techniques: Verify compliance with approved Contract Documents and ACI 318, Sections 5.11 through 5.13; periodic.

D. Concrete Strength in Situ: Verify concrete strength complies with approved Contract Documents and ACI 318, Section 6.2, for the following.

E. Formwork Shape, Location and Dimensions: Verify compliance with approved Contract Documents and ACI 318, Section 6.1.1; periodic.

3.02 A-1 SURVEY

A. The MMAC is on OCAT leased land and adjacent to runways. Airway clearance is required by registering objects over 27' high. The Contractor shall perform the survey for crane use and

(MSTB)

01.45.33 - 2 CODE-REQUIRED SPECIAL

INSPECTIONS AND

PROCEDURES

obtain approval from the Director of Airport Operations. A survey is required at the conclusion of the project to register a new building, light poles, and constructed objects over 27' high.

3.03 OTHER SPECIAL INSPECTIONS

A. Provide for special inspection of work that, in the opinion of the AHJ, is unusual in nature.

B. For the purposes of this section, work unusual in nature includes, but is not limited to:

1. Construction materials and systems that are alternatives to materials and systems prescribed by the building code.

2. Unusual design applications of materials described in the building code.

3. Materials and systems required to be installed in accordance with the manufacturer's instructions when said instructions prescribe requirements not included in the building code or in standards referenced by the building code.

3.04 SPECIAL INSPECTION AGENCY DUTIES AND RESPONSIBILITIES

A. Special Inspection Agency shall:

1. Provide qualified personnel at site. Cooperate with Owner/FAA and Contractor in performance of services.

2. Perform specified sampling and testing of products in accordance with specified reference standards.

3. Ascertain compliance of materials and products with requirements of Contract Documents.

4. Promptly notify Owner/FAA and Contractor of observed irregularities or non-conformance of work or products.

5. Perform additional tests and inspections required by the Owner/FAA.

6. Submit reports of all tests or inspections specified.

B. Re-testing required because of non-conformance to specified requirements shall be performed by the same agency on instructions by Owner/FAA.

C. Re-testing required because of non-compliance with specified requirements shall be paid for by Contractor.

(MSTB)

01.50.00 - 1 TEMPORARY FACILITIES AND

CONTROLS

SECTION 01.50.00

TEMPORARY FACILITIES AND CONTROLS

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Temporary utilities.

B. Temporary telecommunications services.

C. Temporary sanitary facilities.

D. Temporary Controls: Barriers, enclosures, and fencing.

E. Security requirements.

F. Vehicular access and parking.

G. Waste removal facilities and services.

H. Field offices.

1.02 TEMPORARY UTILITIES

A. FAA shall provide and pay for all electrical power, lighting, water, heating and cooling, and ventilation required for construction purposes.

B. Use trigger-operated nozzles for water hoses, to avoid waste of water.

1.03 TELECOMMUNICATIONS SERVICES

A. Provide, maintain, and pay for telecommunications services to field office at time of project mobilization.

B. Telecommunications services shall include:

1. Windows-based personal computer dedicated to project telecommunications, with necessary software and laser printer.

2. Internet Connections: Minimum of one; DSL modem or faster.

3. Email: Account/address reserved for project use.

1.04 TEMPORARY SANITARY FACILITIES

A. Provide and maintain required facilities and enclosures. Provide at time of project mobilization.

B. Maintain daily in clean and sanitary condition.

1.05 BARRIERS

A. Provide barriers to prevent unauthorized entry to construction areas, to prevent access to areas that could be hazardous to workers or the public, to allow for owner's use of site and to protect existing facilities and adjacent properties from damage from construction operations and demolition.

B. Protect non-owned vehicular traffic, stored materials, site, and structures from damage.

1.06 FENCING

A. Provide 6 foot (1.8 m) high fence around construction site; equip with vehicular and pedestrian gates with locks.

1.07 SECURITY - SEE SECTION 01.35.53

A. Provide security and facilities to protect Work, existing facilities, and Owner's operations from unauthorized entry, vandalism, or theft.

1.08 VEHICULAR ACCESS AND PARKING

A. Comply with regulations relating to use of streets and sidewalks, access to emergency facilities, and access for emergency vehicles.

B. Coordinate access and haul routes with governing authorities and Owner.

C. Provide and maintain access to fire hydrants, free of obstructions.

D. Provide means of removing mud from vehicle wheels before entering streets.

(MSTB)

01.50.00 - 2 TEMPORARY FACILITIES AND

CONTROLS

E. Provide temporary parking areas to accommodate construction personnel. When site space is not adequate, provide additional off-site parking.

1.09 WASTE REMOVAL

A. See Section 01.74.19 - Construction Waste Management and Disposal, for additional requirements.

B. Provide waste removal facilities and services as required to maintain the site in clean and orderly condition.

C. Provide containers with lids. Containers are to remain covered at all times when not actively in use. Remove trash from site periodically.

1.10 FIELD OFFICES

A. Office: Weathertight, with lighting, electrical outlets, heating, cooling equipment, and equipped with sturdy furniture, drawing rack, and drawing display table.

B. Provide space for Project meetings, with table and chairs to accommodate 6 persons.

C. Locate offices a minimum distance of 30 feet (10 m) from existing and new structures.

1.11 REMOVAL OF UTILITIES, FACILITIES, AND CONTROLS

A. Remove temporary utilities, equipment, facilities, materials, prior to Date of Substantial Completion inspection.

B. Remove underground installations to a minimum depth of 2 feet (600 mm). Grade site as indicated.

C. Clean and repair damage caused by installation or use of temporary work.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

(MSTB)

01.60.00 - 1 PRODUCT REQUIREMENTS

SECTION 01.60.00

PRODUCT REQUIREMENTS

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Re-use of existing products.

B. Transportation, handling, storage and protection.

C. Product option requirements.

D. Substitution limitations.

E. Procedures for Owner-supplied products.

1.02 RELATED REQUIREMENTS

A. Section 01.74.19 - Construction Waste Management and Disposal: Waste disposal requirements potentially affecting product selection, packaging and substitutions.

1.03 SUBMITTALS

A. Product Data Submittals: Submit manufacturer's standard published data. Mark each copy to identify applicable products, models, options, and other data. Supplement manufacturers' standard data to provide information specific to this Project.

B. Prior to installation, submit manufacturer's Safety Data Sheets (SDS) for all lubricants, paints, solvents, sealants, adhesives, patching materials, cements, foam insulation, gypsum wall board, and any other chemicals and materials that may contain asbestos containing material (ACM) or other hazardous substances.

C. Shop Drawing Submittals: Prepared specifically for this Project; indicate utility and electrical characteristics, utility connection requirements, and location of utility outlets for service for functional equipment and appliances.

D. Sample Submittals: Illustrate functional and aesthetic characteristics of the product, with integral parts and attachment devices. Coordinate sample submittals for interfacing work.

1. For selection from standard finishes, submit samples of the full range of the manufacturer's standard colors, textures, and patterns.

PART 2 PRODUCTS

2.01 EXISTING PRODUCTS

A. Do not use materials and equipment removed from existing premises unless specifically required or permitted by Contract Documents.

B. Unforeseen historic items encountered remain the property of the Owner; notify Owner promptly upon discovery; protect, remove, handle, and store as directed by Owner.

C. Existing materials and equipment indicated to be removed, but not to be re-used, relocated, reinstalled, delivered to the Owner, or otherwise indicated as to remain the property of the Owner, become the property of the Contractor; remove from site.

2.02 NEW PRODUCTS

A. Provide new products unless specifically required or permitted by Contract Documents.

2.03 PRODUCT OPTIONS

A. Products Specified by Reference Standards or by Description Only: Use any product meeting those standards or description.

B. Products Specified by Naming One or More Manufacturers: Use a product of one of the manufacturers named and meeting specifications, no options or substitutions allowed.

C. Products Specified by Naming One or More Manufacturers with a Provision for Substitutions:

Submit a request for substitution for any manufacturer not named.

(MSTB)

01.60.00 - 2 PRODUCT REQUIREMENTS

2.04 MAINTENANCE MATERIALS

A. Furnish extra materials, spare parts, tools, and software of types and in quantities specified in individual specification sections.

B. Deliver to Project site; obtain receipt prior to final payment.

PART 3 EXECUTION

3.01 SUBSTITUTION LIMITATIONS

A. Contracting Officer will consider requests for Substitutions only within ten (10) days after award of Contract.

B. Substitutions may be considered when a Product becomes unavailable through no fault of the Contractor.

C. Document each request with complete data substantiating compliance of proposed Substitution with Contract Documents.

D. A request constitutes a representation that the Contractor:

1. Has investigated proposed Product and determined that it meets or exceeds the quality level of the specified Product.

2. Will provide the same warranty for the Substitution as for the specified Product.

3. Will coordinate installation and make changes to other Work, which may be required for the Work to be completed with no additional cost to the FAA.

4. Waives claims for additional costs or time extension, which may subsequently become apparent.

5. Will reimburse Contracting Officer for review or redesign services associated with re-approval for authorities.

E. Substitutions will not be considered when they are indicated or implied on shop drawing or Product data submittals, without separate written request, or when acceptance will require revision to the Contract Documents.

F. Substitution Submittal Procedure:

1. Submit three (3) copies of request for Substitution for consideration.

2. Submit shop drawings, Product data, and certified test results attesting to the proposed Product equivalence.

3. The Contracting Officer will notify Contractor in writing of decision to accept or reject request.

G. If request for substitution is not accepted by the Contracting Officer, Contractor is responsible for supplying item as origionally specified or an acceptable substitution without additional cost to the FAA.

H. Substitution Submittal Procedure:

1. Submit one copy of request for substitution for consideration. Limit each request to one proposed substitution.

3.02 OWNER-SUPPLIED PRODUCTS

A. Owner's Responsibilities:

1. Arrange for and deliver Owner reviewed shop drawings, product data, and samples, to Contractor.

2. Arrange and pay for product delivery to site.

3. On delivery, inspect products jointly with Contractor.

4. Submit claims for transportation damage and replace damaged, defective, or deficient items.

5. Arrange for manufacturers' warranties, inspections, and service.

B. Contractor's Responsibilities:

1. Review Owner reviewed shop drawings, product data, and samples.

2. Receive and unload products at site; inspect for completeness or damage jointly with Owner.

(MSTB)

01.60.00 - 3 PRODUCT REQUIREMENTS

3. Handle, store, install and finish products.

4. Repair or replace items damaged after receipt.

3.03 TRANSPORTATION AND HANDLING

A. Package products for shipment in manner to prevent damage; for equipment, package to avoid loss of factory calibration.

B. If special precautions are required, attach instructions prominently and legibly on outside of packaging.

C. Coordinate schedule of product delivery to designated prepared areas in order to minimize site storage time and potential damage to stored materials.

D. Transport and handle products in accordance with manufacturer's instructions.

E. Transport materials in covered trucks to prevent contamination of product and littering of surrounding areas.

F. Promptly inspect shipments to ensure that products comply with requirements, quantities are correct, and products are undamaged.

G. Provide equipment and personnel to handle products by methods to prevent soiling, disfigurement, or damage, and to minimize handling.

H. Arrange for the return of packing materials, such as wood pallets, where economically feasible.

3.04 STORAGE AND PROTECTION

A. Designate receiving/storage areas for incoming products so that they are delivered according to installation schedule and placed convenient to work area in order to minimize waste due to excessive materials handling and misapplication. See Section 01.74.19.

B. Store and protect products in accordance with manufacturers' instructions.

C. Store with seals and labels intact and legible.

D. Store sensitive products in weathertight, climate-controlled enclosures in an environment favorable to product.

E. For exterior storage of fabricated products, place on sloped supports above ground.

F. Provide off-site storage and protection when site does not permit on-site storage or protection.

G. Protect products from damage or deterioration due to construction operations, weather, precipitation, humidity, temperature, sunlight and ultraviolet light, dirt, dust, and other contaminants.

H. Comply with manufacturer's warranty conditions, if any.

I. Cover products subject to deterioration with impervious sheet covering. Provide ventilation to prevent condensation and degradation of products.

J. Prevent contact with material that may cause corrosion, discoloration, or staining.

K. Provide equipment and personnel to store products by methods to prevent soiling, disfigurement, or damage.

L. Arrange storage of products to permit access for inspection. Periodically inspect to verify products are undamaged and are maintained in acceptable condition.

(MSTB)

01.70.00 - 1 EXECUTION AND CLOSEOUT

REQUIREMENTS

SECTION 01.70.00

EXECUTION AND CLOSEOUT REQUIREMENTS

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Examination, preparation, and general installation procedures.

B. Pre-installation meetings.

C. Cutting and patching.

D. Surveying for laying out the work.

E. Cleaning and protection.

F. Closeout procedures, including Contractor's Correction Punch List, except payment procedures.

G. General requirements for maintenance service.

1.02 QUALIFICATIONS

A. For surveying work, employ a land surveyor registered in the State in which the Project is located and acceptable to Owner/FAA. Submit evidence of surveyor's Errors and Omissions insurance coverage in the form of an Insurance Certificate. Employ only individual(s) trained and experienced in collecting and recording accurate data relevant to ongoing construction activities, B. For design of temporary shoring and bracing, employ a Professional Engineer experienced in design of this type of work and licensed in the State in which the Project is located.

1.03 PROJECT CONDITIONS

A. Grade site to drain. Maintain excavations free of water. Provide, operate, and maintain pumping equipment.

B. Protect site from puddling or running water. Provide water barriers as required to protect site from soil erosion.

C. Ventilate enclosed areas to assist cure of materials, to dissipate humidity, and to prevent accumulation of dust, fumes, vapors, or gases.

D. Erosion and Sediment Control: Plan and execute work by methods to control surface drainage from cuts and fills, from borrow and waste disposal areas. Prevent erosion and sedimentation.

PART 2 PRODUCTS

2.01 PATCHING MATERIALS

A. New Materials: As specified in product sections; match existing products and work for patching and extending work.

B. Type and Quality of Existing Products: Determine by inspecting and testing products where necessary, referring to existing work as a standard.

C. Product Substitution: For any proposed change in materials, submit request for substitution described in Section 01.60.00 - Product Requirements.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify that existing site conditions and substrate surfaces are acceptable for subsequent work.

Start of work means acceptance of existing conditions.

B. Verify that existing substrate is capable of structural support or attachment of new work being applied or attached.

C. Examine and verify specific conditions described in individual specification sections.

D. Take field measurements before confirming product orders or beginning fabrication, to minimize waste due to over-ordering or misfabrication.

(MSTB)

01.70.00 - 2 EXECUTION AND CLOSEOUT

REQUIREMENTS

E. Verify that utility services are available, of the correct characteristics, and in the correct locations.

F. Prior to Cutting: Examine existing conditions prior to commencing work, including elements subject to damage or movement during cutting and patching. After uncovering existing work, assess conditions affecting performance of work. Beginning of cutting or patching means acceptance of existing conditions.

3.02 PREPARATION

A. Clean substrate surfaces prior to applying next material or substance.

B. Seal cracks or openings of substrate prior to applying next material or substance.

C. Apply manufacturer required or recommended substrate primer, sealer, or conditioner prior to applying any new material or substance in contact or bond.

3.03 PREINSTALLATION MEETINGS

A. When required in individual specification sections, convene a preinstallation meeting at the site prior to commencing work of the section.

B. Require attendance of parties directly affecting, or affected by, work of the specific section.

C. Notify FAA Inspectors and Architect four days in advance of meeting date.

D. Prepare agenda and preside at meeting:

1. Review conditions of examination, preparation and installation procedures.

2. Review coordination with related work.

E. Record minutes and distribute copies within two days after meeting to participants, with two copies to Architect, Owner, participants, and those affected by decisions made.

3.04 LAYING OUT THE WORK

A. Verify locations of survey control points prior to starting work.

B. Promptly notify Owner/FAA of any discrepancies discovered.

C. Protect survey control points prior to starting site work; preserve permanent reference points during construction.

D. Promptly report to Owner/FAA the loss or destruction of any reference point or relocation required because of changes in grades or other reasons.

E. Replace dislocated survey control points based on original survey control. Make no changes without prior written notice to Owner/FAA.

F. Utilize recognized engineering survey practices.

G. Establish elevations, lines and levels. Locate and lay out by instrumentation and similar appropriate means:

1. Site improvements including pavements; stakes for grading, fill and topsoil placement;

utility locations, slopes, and invert elevations.

2. Grid or axis for structures.

3. Building foundation, column locations, ground floor elevations.

H. Periodically verify layouts by same means.

I. Maintain a complete and accurate log of control and survey work as it progresses.

3.05 GENERAL INSTALLATION REQUIREMENTS

A. Install products as specified in individual sections, in accordance with manufacturer's instructions and recommendations, and so as to avoid waste due to necessity for replacement.

B. Make vertical elements plumb and horizontal elements level, unless otherwise indicated.

C. Install equipment and fittings plumb and level, neatly aligned with adjacent vertical and horizontal lines, unless otherwise indicated.

D. Make consistent texture on surfaces, with seamless transitions, unless otherwise indicated.

(MSTB)

01.70.00 - 3 EXECUTION AND CLOSEOUT

REQUIREMENTS

E. Make neat transitions between different surfaces, maintaining texture and appearance.

3.06 CUTTING AND PATCHING

A. Whenever possible, execute the work by methods that avoid cutting or patching.

B. Perform whatever cutting and patching is necessary to:

1. Complete the work.

2. Fit products together to integrate with other work.

3. Provide openings for penetration of mechanical, electrical, and other services.

4. Match work that has been cut to adjacent work.

5. Repair areas adjacent to cuts to required condition.

6. Repair new work damaged by subsequent work.

7. Remove samples of installed work for testing when requested.

8. Remove and replace defective and non-complying work.

C. Execute work by methods that avoid damage to other work and that will provide appropriate surfaces to receive patching and finishing. In existing work, minimize damage and restore to original condition.

D. Employ original installer to perform cutting for weather exposed and moisture resistant elements, and sight exposed surfaces.

E. Cut rigid materials using masonry saw or core drill. Pneumatic tools not allowed without prior approval.

F. Restore work with new products in accordance with requirements of Contract Documents.

G. Fit work air tight to pipes, sleeves, ducts, conduit, and other penetrations through surfaces.

H. At penetrations of fire rated walls, partitions, ceiling, or floor construction, completely seal voids with fire rated material in accordance with Section 07.84.00, to full thickness of the penetrated element.

I. Patching:

1. Finish patched surfaces to match finish that existed prior to patching. On continuous surfaces, refinish to nearest intersection or natural break. For an assembly, refinish entire unit.

2. Match color, texture, and appearance.

3. Repair patched surfaces that are damaged, lifted, discolored, or showing other imperfections due to patching work. If defects are due to condition of substrate, repair substrate prior to repairing finish.

3.07 PROGRESS CLEANING

A. Maintain areas free of waste materials, debris, and rubbish. Maintain site in a clean and orderly condition.

B. Remove debris and rubbish from pipe chases, plenums, attics, crawl spaces, and other closed or remote spaces, prior to enclosing the space.

C. Broom and vacuum clean interior areas prior to start of surface finishing, and continue cleaning to eliminate dust.

D. Collect and remove waste materials, debris, and trash/rubbish from site daily and dispose off-site; do not burn or bury.

3.08 PROTECTION OF INSTALLED WORK

A. Protect installed work from damage by construction operations.

B. Provide special protection where specified in individual specification sections.

C. Provide temporary and removable protection for installed products. Control activity in immediate work area to prevent damage.

D. Remove protective coverings when no longer needed; reuse or recycle coverings if possible.

(MSTB)

01.70.00 - 4 EXECUTION AND CLOSEOUT

REQUIREMENTS

3.09 SYSTEM STARTUP

A. Coordinate schedule for start-up of various equipment and systems.

B. Notify Architect and Owner seven days prior to start-up of each item.

C. Verify that each piece of equipment or system has been checked for proper lubrication, drive rotation, belt tension, control sequence, and for conditions that may cause damage.

D. Verify tests, meter readings, and specified electrical characteristics agree with those required by the equipment or system manufacturer.

E. Verify that wiring and support components for equipment are complete and tested.

F. Execute start-up…