P01 - asbestos report 1.pdf

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Z1DA--550-24-102 Replace AHU B102 (CON) Federal contract opportunity
Solicitation number
36C25226B0010
Issued by
Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 12

About this file

This is an Asbestos & Hazmat Existing Conditions Report prepared for a federal contract project at VA Illiana Health Care System in Danville, Illinois. The report documents environmental testing and findings for Building 102 in connection with an air handler unit replacement project (VA Project #550-24-102). The 35% Schematic Design submission was completed on February 23, 2024, by Castle Hill Associates, LLC, a consulting firm specializing in environmental compliance assessments.

The report identifies asbestos-containing materials in the renovation areas: approximately 68 mud fittings on heating and cooling piping and approximately 120 hanger support saddles on fiberglass-insulated piping lines located in Mechanical Rooms 120J and 126J. No lead-based paint was detected on surfaces connected to the renovation project. Universal wastes identified include 32 fluorescent light tube fixtures in the mechanical rooms. Laboratory analysis by Eurofins EPK Built Environment Testing (NVLAP Lab Code 600194-0) found no asbestos in duct seam mastic, thermal system insulation seam mastic, or exterior wall panel caulk samples. The report concludes that asbestos-containing materials must be removed by an Illinois-licensed asbestos contractor in compliance with VA and EPA regulations if they will be impacted by the air handler or piping replacement work. Universal wastes are not required to be removed prior to renovation but must be handled and disposed of in EPA-approved facilities if removed. Inspector Brett L. Brumbaugh holds current certifications as an Illinois Asbestos Inspector (License #100-09972) and EPA Lead Paint Risk Assessor (License #LBP-R-I216003-1).

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P07 Wage Determination 01-09-2026.pdf PDF
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ASBESTOS & HAZMAT EXISTING CONDITIONS REPORT

35% SD SUBMISSION

LOCATION:

VA ILLIANA HCS - DANVILLE, IL

1900 E. MAIN ST.

DANVILLE, IL 61832

LOCATION:

BUILDING 102

PROJECT:

REPLACE AIR HANDLER UNITS

VA PROJECT #: 550-24-102

DATE:

FEBRUARY 23, 2024

CONSULTANT:

CASTLE HILL ASSOCIATES, LLC

1197 FARNSWORTH RD., UNIT E

WATERVILLE, OH 43566

567-952-0212 www.CASTLEHILLASSOCIATES.com http://www.castlehillassociates.com/

ASBESTOS & HAZMAT TESTING REPORT

VA ILLIANA HCS, DANVILLE, IL - REPLACE AIR HANDLER UNITS B-102

VA PROJECT 550-24-102

FEBRUARY 2024

TABLE OF CONTENTS

• ASBESTOS & HAZMAT SAMPLING SUMMARY

• ABESTOS BULK SAMPLING DESCRIPTIONS AND LAB RESULTS

• LEAD PAINT SAMPLING DESCRIPTIONS AND RESULTS

• ASBESTOS LABORATORY REPORT

• INSPECTOR & ASBESTOS LABORATORY CERTIFICATIONS

ASBESTOS & LEAD LOCATIONS SUMMARY

As part of this submission, the previous asbestos testing conducted by Castle Hill Associates in 2018 in Building 102 were utilized to assist in developing this report. Castle Hill conducted these surveys for the VA and sampled all suspect materials in the building. Asbestos was found during those surveys on the heating, cooling, and domestic water piping systems.

ASBESTOS INSPECTION FINDINGS

As a result of these inspections, testing, and laboratory analyses, it has been determined that asbestos is present in Building 102 in the renovation areas as follows:

BUILDING 102

ASBESTOS CONTAINING MATERIALS LOCATIONS QUANTITY

Pipe insulation mud fittings on heating and cooling lines

Mechanical Rooms 120J and 126J below and above ceilings ~68 fittings

Pipe insulation hanger support saddles on fiberglass insulated heating & cooling lines

Mechanical Rooms 120J and 126J below and above ceilings ~120 hangers

LEAD-BASED PAINT FINDINGS

There was no lead-based paint identified on any surfaces connected with renovation project.

UNIVERSAL WASTES FINDINGS

There were universal wastes identified in the renovation areas as follows:

UNIVERSAL WASTE MATERIAL LOCATIONS QUANTITY

Fluorescent light tubes Mechanical Rooms 120J and 126J 32 fixtures

CONCLUSIONS/RECOMMENDATIONS

ASBESTOS: The asbestos containing materials identified in the renovation area must be removed by an Illinois licensed Asbestos Contractor in compliance with VA and US EPA asbestos regulations if they are planned to be impacted by the replacement of the air handlers or piping. The asbestos materials not removed must continue to be managed in accordance with VA, OSHA, and the State of Illinois asbestos regulations.

UNIVERSAL WASTES: The identified Universal Wastes are not required to be removed prior to renovation, however if they are removed then they must be handled, transported, and disposed/recycled in an EPA approved facility by persons with proper training in the handling of Universal Wastes.

Respectfully Submitted, Brett L. Brumbaugh, REPA, CESCO State of Illinois Asbestos Inspector - License # 100-09972 EPA Lead Paint Risk Assessor - License # LBP-R-I216003-1

PHOTOGRAPHS OF ASBESTOS MATERIALS

Photo 1 Asbestos mud fittings on fiberglass insulated pipes below drywall ceiling

Photo 2 Asbestos mud fittings on fiberglass insulated pipes above drywall ceiling

Photo 3 Asbestos saddle hanger insulation on fiberglass insulated pipes

ASBESTOS SAMPLING DATA & LAB REPORT

Approved by:

Cluster Leader Dr. Kamash Pillai

Report for:

Mr. Brett Brumbaugh, REPA Castle Hill Associates PO Box 283 Waterville, OH 43566

Regarding:

Eurofins EPK Built Environment Testing, LLC Project: Danville VAMC; B98 & B102 AHV Replacement

EML ID: 3551910

All samples were received in acceptable condition unless noted in the Report Comments portion in the body of the report. The results relate only to the samples as received and tested. The results include an inherent uncertainty of measurement associated with estimating percentages by polarized light microscopy. Measurement uncertainty data for sample results with >1% asbestos concentration can be provided when requested.

Eurofins EPK Built Environment Testing, LLC ("the Company"), a member of the Eurofins Built Environment Testing group of companies, shall have no liability to the client or the client's customer with respect to decisions or recommendations made, actions taken or courses of conduct implemented by either the client or the client's customer as a result of or based upon the Test Results. In no event shall the Company be liable to the client with respect to the Test Results except for the Company's own willful misconduct or gross negligence nor shall the Company be liable for incidental or consequential damages or lost profits or revenues to the fullest extent such liability may be disclaimed by law, even if the Company has been advised of the possibility of such damages, lost profits or lost revenues. In no event shall the Company's liability with respect to the Test Results exceed the amount paid to the Company by the client therefor.

Dates of Analysis:

Asbestos PLM: 02-29-2024

Service SOPs: Asbestos PLM (EPA 40CFR App E to Sub E of Part 763 & EPA METHOD 600/R-93-116, SOP EM-AS-S-1267) NVLAP Lab Code 600194-0

EMLab ID: 3551910, Page 1 of 6Eurofins EPK Built Environment Testing, LLC

Eurofins EPK Built Environment Testing, LLC 1815 West Diehl Road, Suite 800, Naperville, IL 60563

(866) 871-1984 www.eurofinsus.com/BuiltClient: Castle Hill Associates C/O: Mr. Brett Brumbaugh, REPA Re: Danville VAMC; B98 & B102 AHV Replacement

Date of Sampling: 02-23-2024 Date of Receipt: 02-26-2024 Date of Report: 02-29-2024

ASBESTOS PLM REPORT

Total Samples Submitted: 10 Total Samples Analyzed: 10

Total Samples with Layer Asbestos Content > 1%: 0

Location: 1, B102 Duct Seam Mastic Lab ID-Version‡: 17355376-1

Sample Layers Asbestos Content White Paper ND White Tape ND Silver Foil ND

Yellow Mastic ND Composite Non-Asbestos Content: 40% Cellulose

10% Glass Fibers Sample Composite Homogeneity: Poor

Location: 2, B102 Duct Seam Mastic Lab ID-Version‡: 17355377-1

Sample Layers Asbestos Content White Paper ND White Tape ND Silver Foil ND

Yellow Mastic ND Composite Non-Asbestos Content: 40% Cellulose

10% Glass Fibers Sample Composite Homogeneity: Poor

Location: 3, B102 TSI Seam Mastic Lab ID-Version‡: 17355378-1

Sample Layers Asbestos Content White Paper ND White Tape ND Composite Non-Asbestos Content: 40% Cellulose

10% Glass Fibers Sample Composite Homogeneity: Good

Comments: Insufficient mastic material present for analysis.

EMLab ID: 3551910, Page 2 of 6Eurofins EPK Built Environment Testing, LLC

The test report shall not be reproduced except in full, without written approval of the laboratory. The report must not be used by the client to claim product certification, approval, or endorsement by NVLAP, NIST, or any agency of the federal government. The Company reserves the right to dispose of all samples after a period of thirty (30) days, according to all state and federal guidelines, unless otherwise specified.

Inhomogeneous samples are separated into homogeneous subsamples and analyzed individually. ND means no fibers were detected. When detected, the minimum detection and reporting limit is less than 1% unless point counting is performed. Floor tile samples may contain large amounts of interference material and it is recommended that the sample be analyzed by gravimetric point count analysis to lower the detection limit and to aid in asbestos identification.

‡ A "Version" indicated by -"x" after the Lab ID# with a value greater than 1 indicates a sample with amended data. The revision number is reflected by the value of "x".

(866) 871-1984 www.eurofinsus.com/BuiltClient: Castle Hill Associates C/O: Mr. Brett Brumbaugh, REPA Re: Danville VAMC; B98 & B102 AHV Replacement

Date of Sampling: 02-23-2024 Date of Receipt: 02-26-2024 Date of Report: 02-29-2024

ASBESTOS PLM REPORT

Location: 4, B102 TSI Seam Mastic Lab ID-Version‡: 17355379-1

Sample Layers Asbestos Content White Paper ND White Tape ND Silver Foil ND

Yellow Mastic ND Composite Non-Asbestos Content: 40% Cellulose

10% Glass Fibers Sample Composite Homogeneity: Poor

EMLab ID: 3551910, Page 3 of 6Eurofins EPK Built Environment Testing, LLC

The test report shall not be reproduced except in full, without written approval of the laboratory. The report must not be used by the client to claim product certification, approval, or endorsement by NVLAP, NIST, or any agency of the federal government. The Company reserves the right to dispose of all samples after a period of thirty (30) days, according to all state and federal guidelines, unless otherwise specified.

Inhomogeneous samples are separated into homogeneous subsamples and analyzed individually. ND means no fibers were detected. When detected, the minimum detection and reporting limit is less than 1% unless point counting is performed. Floor tile samples may contain large amounts of interference material and it is recommended that the sample be analyzed by gravimetric point count analysis to lower the detection limit and to aid in asbestos identification.

‡ A "Version" indicated by -"x" after the Lab ID# with a value greater than 1 indicates a sample with amended data. The revision number is

(866) 871-1984 www.eurofinsus.com/BuiltClient: Castle Hill Associates C/O: Mr. Brett Brumbaugh, REPA Re: Danville VAMC; B98 & B102 AHV Replacement

Date of Sampling: 02-23-2024 Date of Receipt: 02-26-2024 Date of Report: 02-29-2024

ASBESTOS PLM REPORT

Location: 5, B98 Duct Seam Mastic Lab ID-Version‡: 17355380-1

Sample Layers Asbestos Content White Paper ND White Tape ND Silver Foil ND

Yellow Mastic ND Composite Non-Asbestos Content: 40% Cellulose

10% Glass Fibers Sample Composite Homogeneity: Poor

Location: 6, B98 Duct Seam Mastic Lab ID-Version‡: 17355381-1

Sample Layers Asbestos Content White Paper ND White Tape ND Composite Non-Asbestos Content: 40% Cellulose

10% Glass Fibers Sample Composite Homogeneity: Good

Comments: Insufficient mastic material present for analysis.

Location: 7, B98 TSI Seam Mastic Lab ID-Version‡: 17355382-1

Sample Layers Asbestos Content White Paper ND White Tape ND Silver Foil ND

Yellow Mastic ND Composite Non-Asbestos Content: 40% Cellulose

10% Glass Fibers Sample Composite Homogeneity: Poor

EMLab ID: 3551910, Page 4 of 6Eurofins EPK Built Environment Testing, LLC

The test report shall not be reproduced except in full, without written approval of the laboratory. The report must not be used by the client to claim product certification, approval, or endorsement by NVLAP, NIST, or any agency of the federal government. The Company reserves the right to dispose of all samples after a period of thirty (30) days, according to all state and federal guidelines, unless otherwise specified.

Inhomogeneous samples are separated into homogeneous subsamples and analyzed individually. ND means no fibers were detected. When detected, the minimum detection and reporting limit is less than 1% unless point counting is performed. Floor tile samples may contain large amounts of interference material and it is recommended that the sample be analyzed by gravimetric point count analysis to lower the detection limit and to aid in asbestos identification.

‡ A "Version" indicated by -"x" after the Lab ID# with a value greater than 1 indicates a sample with amended data. The revision number is

(866) 871-1984 www.eurofinsus.com/BuiltClient: Castle Hill Associates C/O: Mr. Brett Brumbaugh, REPA Re: Danville VAMC; B98 & B102 AHV Replacement

Date of Sampling: 02-23-2024 Date of Receipt: 02-26-2024 Date of Report: 02-29-2024

ASBESTOS PLM REPORT

Location: 8, B98 TSI Seam Mastic Lab ID-Version‡: 17355383-1

Sample Layers Asbestos Content White Paper ND White Tape ND Composite Non-Asbestos Content: 40% Cellulose

10% Glass Fibers Sample Composite Homogeneity: Good

Comments: Insufficient mastic material present for analysis.

EMLab ID: 3551910, Page 5 of 6Eurofins EPK Built Environment Testing, LLC

The test report shall not be reproduced except in full, without written approval of the laboratory. The report must not be used by the client to claim product certification, approval, or endorsement by NVLAP, NIST, or any agency of the federal government. The Company reserves the right to dispose of all samples after a period of thirty (30) days, according to all state and federal guidelines, unless otherwise specified.

Inhomogeneous samples are separated into homogeneous subsamples and analyzed individually. ND means no fibers were detected. When detected, the minimum detection and reporting limit is less than 1% unless point counting is performed. Floor tile samples may contain large amounts of interference material and it is recommended that the sample be analyzed by gravimetric point count analysis to lower the detection limit and to aid in asbestos identification.

‡ A "Version" indicated by -"x" after the Lab ID# with a value greater than 1 indicates a sample with amended data. The revision number is

(866) 871-1984 www.eurofinsus.com/BuiltClient: Castle Hill Associates C/O: Mr. Brett Brumbaugh, REPA Re: Danville VAMC; B98 & B102 AHV Replacement

Date of Sampling: 02-23-2024 Date of Receipt: 02-26-2024 Date of Report: 02-29-2024

ASBESTOS PLM REPORT

Location: 9, B98 Exterior Wall Panel Caulk Lab ID-Version‡: 17355384-1

Sample Layers Asbestos Content Gray Caulk ND

Sample Composite Homogeneity: Good

Location: 10, B98 Exterior Wall Panel Caulk Lab ID-Version‡: 17355385-1

Sample Layers Asbestos Content Gray Caulk ND

Sample Composite Homogeneity: Good

EMLab ID: 3551910, Page 6 of 6Eurofins EPK Built Environment Testing, LLC

The test report shall not be reproduced except in full, without written approval of the laboratory. The report must not be used by the client to claim product certification, approval, or endorsement by NVLAP, NIST, or any agency of the federal government. The Company reserves the right to dispose of all samples after a period of thirty (30) days, according to all state and federal guidelines, unless otherwise specified.

Inhomogeneous samples are separated into homogeneous subsamples and analyzed individually. ND means no fibers were detected. When detected, the minimum detection and reporting limit is less than 1% unless point counting is performed. Floor tile samples may contain large amounts of interference material and it is recommended that the sample be analyzed by gravimetric point count analysis to lower the detection limit and to aid in asbestos identification.

‡ A "Version" indicated by -"x" after the Lab ID# with a value greater than 1 indicates a sample with amended data. The revision number is

ASBESTOS BULK SAMPLING INFORMATION

Facility: Danville VAMC – Building 102

Lab: Eurofins - Naperville, IL Sampled: February 23, 2024 Analyzed: February 29, 2024 Sampler: Brett Brumbaugh License: Illinois Asbestos Inspector, License #100-09972

SAMPLE

HA # MATERIAL ROOM

LABORATORY

RESULT

1 A White duct seam mastic/sealant 120J No Asbestos Detected

2 A White duct seam mastic/sealant 126J No Asbestos Detected

3 B White pipe insul. seam mastic/sealant 120J No Asbestos Detected

4 B White pipe insul. seam mastic/sealant 126J No Asbestos Detected

LEAD PAINT & BUILDING COMPONENT TESTING XRF DATA

Location: Danville VAMC – Building 102 Inspector: Brett Brumbaugh Date: 2/23/24 Mfg.: Viken Detection Model: Pb200i Type: XRF Lead Paint Analyzer Serial # 2757

Reading # Room/Area Component Paint Color

Pb Conc.

mg/cm2

Result

1 120J Mechanical Room Air handler housing Gray 0.2 Negative

2 120J Mechanical Room Block wall Yellow 0.0 Negative

3 120J Mechanical Room Drywall ceiling Yellow 0.2 Negative

4 126J Mech. Room Air handler housing Gray 0.1 Negative

5 126J Mech. Room Block wall Yellow 0.0 Negative

6 126J Mech. Room Drywall ceiling Yellow 0.0 Negative

Note: Lead-based paint by definition must exceed 1.0 mg/cm2 to be "POSITIVE"

INSPECTOR LICENSES & CERTIFICATIONS

LABORATORY CERTIFICATIONS

GD_QAQC Certification Form_550-24-103
aeCkAll
aeCkArch
aeCkElec
aeCkHVAC
aeCkPlbg
aeCkSite
aeCkStru
Danville VAMC - Replace AHUs B102_95%_2024-04-22
Danville VAMC - Replace AHUs B102_65% & 95% Variance_2024
VA Illiana HCS, Danville, IL - Replace Air Handler Units in B-102 Project 550-24-102 - Asbestos & HazMat 35% SD Submission - Feb. 2024
21 08 00 - Commissioning of Fire Suppression System
21 13 13 - Wet-Pipe Sprinkler Systems
26 05 11 - Requirements for Electrical Installations
26 05 19 - Low-Voltage Electrical Power Conductors and Cables
26 05 26 - Grounding and Bonding for Electrical Systems
26 05 33 - Raceway and Boxes for Electrical Systems
26 08 00 - Commissioning of Electrical Systems
26 24 16 - Panelboards
26 27 26 - Wiring Devices
26 29 11 - Motor Controllers
26 29 21 - Enclosed Switches and Circuit Breakers
27 05 11 - Requirements for Communications Installations
27 05 26 - Grounding and Bonding for Communications Systems
27 05 33 - Raceways and Boxes for Communications Systems
27 10 00 - Control, Communications and Signal Wiring
28 05 00 Common Work Results for Electronic Safety and Security
28 05 13 - Conductors and Cables for Electronic Safety and Security
28 05 26 - Grounding and Bonding for Electronic Safety and Security
28 05 28.33 - Conduits and Backboxes for Electronic Safety and Security
28 31 00 - Fire Detection and Alarm
00 01 10 - Table of Contents
01 00 00 - General Requirements
01 01 10 IC Infection Control 03-09-2023
01 12 16 - Work Schedule
01 12 17 - Job Meetings
01 32 16-16 Project Schedules Small Projects
01 33 23 - Shop Drawings, Product & Samples
PART 1 – GENERAL
01 33 24 - Electronic Submittals
SECTION 01 33 24 ELECTRONIC SUBMITTAL PROCEDURES
01 35 26 - Safety Requirements
01 42 19 - Reference Standards
01 45 00 - Quality Control
PART 1 - GENERAL
1.1 DESCRIPTION
This section specifies requirements for Contractor Quality Control (CQC) for Design-Bid-Build (DBB) or Design-Build (DB) construction projects. This section can be used for both project types.
1.2 APPLICABLE PUBLICATIONS
A. The publication listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.
B. ASTM International (ASTM)
1.3 SUBMITTALS
Government approval is required for all submittals. CQC inspection reports shall be submitted under this Specification section and follow the [Applicable CQC Control Phase (Preparatory, Initial, or Follow-Up)]: [Applicable Specification section] naming convention.
PART 2 PRODUCTS – NOT USED
PART 3 - EXECUTION
3.1 GENERAL REQUIREMENTS
Establish and maintain an effective quality control (QC) system. that complies with the FAR Clause 52.246.12 titled “Inspection of Construction”. QC consists of plans, procedures, and organization necessary to produce an end product which complies with the Contract requirements. The QC system covers all design and construction operations, both onsite and offsite, and be keyed to the proposed design and construction sequence. The project superintendent will be held responsible for the quality of work and is subject to removal by the Contracting Office or Authorized designee for non-compliance with the quality requirements specified in the Contract. In this context the highest level manager responsible for the overall construction activities at the site, including quality and production is the project superintendent. The project superintendent maintains a physical presence at the site at all times and is responsible for all construction and related activities at the site, except as otherwise acceptable to the Contracting Officer.
3.2 CQC PLAN:
A. Submit the CQC Plan no later than CO or Designee to determine during Constructability review – 15/30/60 days after receipt of Notice to Proceed (NTP) proposed to implement the requirements of the FAR Clause 52.246.12 titled “Inspection of Construction”. The Government will consider an Interim CQC Plan for the first to match timeline established immediately above days of operation, which must be accepted within 5, 10, or 20 business days of NTP. Design and/or construction will be permitted to begin only after acceptance of the CQC Plan or acceptance of an Interim plan applicable to the particular feature of work to be started. Work outside of the accepted Interim CQC Plan will not be permitted to begin until acceptance of a CQC Plan or another Interim CQC Plan containing the additional work scope is accepted.
B. Content of the CQC Plan: Include, as a minimum, the following to cover all design and construction operations, both onsite and offsite, including work by subcontractors, designers of record consultants, architects/engineers (A/E), fabricators, suppliers, and purchasing agents:
C. Additional Requirements for Design Quality Control (DQC) Plan: The following additional requirements apply to the DQC Plan for DB projects only and not DBB projects:
D. Acceptance of Plan: Acceptance of the Contractor’s plan is required prior to the start of design and construction. Acceptance is conditional and will be predicated on satisfactory performance during the design and construction. The Government reserves the right to require the Contractor to make changes in the CQC Plan and operations including removal of personnel as necessary, to obtain the quality specified.
E. Notification of Changes: After acceptance of the CQC Plan, notify the Contracting Officer or Authorized designee in writing of any proposed change. Proposed changes are subject to acceptance by the Government prior to implementation by the Contractor.
3.3 COORDINATION MEETING:
After the Preconstruction Conference Post-award Conference before start of design or construction, and prior to acceptance by the Government of the CQC Plan, meet with the Contracting Officer or Authorized designee to discuss the Contractor’s quality control system. Submit the CQC Plan a minimum of 2 or 5 business days prior to the Coordination Meeting. During the meeting, a mutual understanding of the system details must be developed, including the forms for recording the CC operations, design activities (if applicable), control activities, testing, administration of the system for both onsite and offsite work, and the interrelationship of Contractor’s Management and control with the Government’s Quality Assurance. Minutes of the meeting will be prepared by the Government, signed by both the Contractor and Contracting Officer or Authorized designee and will become a part of the contract file. There can be occasions when subsequent conferences will be called by either party to reconfirm mutual understandings or address deficiencies in the CQC system or procedures which can require corrective action by the Contractor.
3.4 QUALITY CONTROL ORGANIZATION:
A. Personnel Requirements: The requirements for the CQC organization are a Safety and Health Manager, CQC System Manager, a Design Quality Manager (if applicable), and sufficient number of additional qualified personnel to ensure safety and Contract compliance. The Safety and Health Manager shall satisfy the requirements of Specification 01 35 26 Safety Requirements and reports directly to a senior project (or corporate) official independent from the CQC System Manager. The Safety and Health Manager will also serve as a member of the CQC Staff. Personnel identified in the technical provisions as requiring specialized skills to assure the required work is being performed properly will also be included as part of the CQC organization. The Contractor’s CQC staff maintains a presence at the site at all times during progress of the work and have complete authority and responsibility to take any action necessary to ensure Contract compliance. The CQC staff will be subject to acceptance by the Contracting Officer or Authorized designee. Provide adequate office space, filing systems, and other resources as necessary to maintain an effective and fully functional CQC organization. Promptly complete and furnish all letters, material submittals, shop drawings submittals, schedules and all other project documentation to the CQC organization. The CQC organization is responsible to maintain these documents and records at the site at all times, except as otherwise acceptable to the Government.
B. CQC System Manager: Identify as CQC System Manager an individual within the onsite work organization that is responsible for overall management of CQC and has the authority to act in all CQC matters for the Contractor. The CQC system Manager is required to be a graduate engineer, graduate architect, or a graduate of construction management, with a minimum of PM or SRE to determine qualifications based on project complexity at construction review years construction experience on construction similar to the scope of this Contract. construction person with a minimum of PM or SRE to determine qualifications based on project complexity at construction review years in related work. This CQC System manager is on the site at all times during construction and is employed by the General Contractor. The CQC System Manger is assigned as CQC System Manager but has duties as project superintendent in addition to quality control. Identify in the plan an alternate to serve in the event of the CDQC System Manager’s absence. The requirements for the alternate are the same as the CQC System Manager.
C. CQC Personnel: In addition to CQC personnel specified elsewhere in the contract, provide as part of the CQC organization specialized personnel to assist in the CQC System Manager for the following areas, as applicable: electrical, mechanical, civil, structural, environmental, architectural, materials technician submittals clerk, Commissioning Agent/LEED specialist, and low voltage systems. These individuals or specified technical companies are directly employed by the General Contractor and cannot be employed by a supplier or subcontractor on this project are employees of the prime or subcontractor ; be responsible to the CQC System Manager; be physically present at the construction site during work on the specialized personnel’s areas of responsibility; have the necessary education or experience in accordance with the Experience Matrix listed herein. These individuals have no other duties other than quality control. can perform other duties but need to be allowed sufficient time to perform the specialized personnel’s assigned quality controls duties as described in the CQC Plan. A single person can cover more than one area provided that the single person is qualified to perform QC activities in each designated and that workload allows.
EXPERIENCE MATRIX
D. Additional Requirements: In addition to the above experience and education requirements, the CQC System Manager and Alternate CQC System Manager are required to have completed the Construction Quality Management (CQM) for Construction course. If the CQC System Manager does not have a current specification, obtain the CQM for Contractors course identification within 90 days of award. This course is periodically offered by the Naval Facilities Engineering Command and the Army Corps of Engineers. Contact the Contracting Officer or Authorized designee for information on the next scheduled class.
E. Organizational Changes: Maintain the CQC staff at full strength at all times. When it is necessary to make changes to the CQC staff, revise the CQC Plan to reflect the changes and submit the changes to the Contracting Officer or Authorized designee for acceptance.
3.5 SUBMITTALS AND DELIVERABLES: Submittals have to comply with the requirements in Section 01 33 23 Shop Drawings, Product Data, and Samples. The CQC organization is responsible for certifying that all submittals and deliverables are in compliance with the contract requirements. When Section 01 91 00 General Commissioning Requirements is included in the contract, the submittals required by the section have to be coordinated with the Section 01 33 23 Shop Drawings, Product Data, and Samples to ensure adequate time is allowed for each type of submittal required.
3.6 CONTROL:
A. CQC is the means by which the Contractor ensures that the construction, to include that of subcontractors and suppliers, complies with the requirements of the contract. At least three phases of control are required to be conducted by the CQC System Manager for each definable feature of the construction work as follows:
B. Initial Phase: This phase is accomplished at the beginning of a definable feature of work. Accomplish the following:
C. Follow-Up Phase: Perform daily checks to assure control activities,
including control testing, are providing continued compliance with contract requirements until the completion of the particular feature of work. Record the checks in the CQC documentation. Conduct final Follow-Up checks and correct all deficiencies prior to the start of additional features of work which may be affected by the deficient work. Do not build upon nor conceal non-conforming work. Coordinate scheduled work with Special Inspections required by Section 01 45 35 Special Inspections, the Statement of Special Inspections, and the Schedule of Special Inspections
D. Additional Preparatory and Initial Phases on the same definable features of work if: the quality ongoing work is unacceptable; if there are changes in the applicable CQC staff, onsite production supervision or work crew; if work on a definable feature is resumed after a substantial period of inactivity, or if other problems develop.
3.7 TESTS
A. Testing Procedure: Perform specified or required tests to verify that control measures are adequate to provide a product which conforms to contract requirements. Upon request, furnish to the Government duplicate samples of test specimens for possible testing by the Government. Testing includes operation and acceptance test when specified. Procure the services of a Department of Veteran Affairs approved testing laboratory or establish an approved testing laboratory at the project site. Perform the following activities and record and provide the following data:
B. Testing Laboratories: All testing laboratories must be validated through the procedures contained in Specification section 01 45 29 Testing Laboratory Services.
C. Onsite Laboratory: The Government reserves the right to utilize the Contractor’s control testing laboratory and equipment to make assurance tests, and to check the Contractor’s testing procedures, techniques, and test results at no additional cost to the Government.
3.8 COMPLETION INSPECTION
A. Punch-Out Inspection: Conduct an inspection of the work by the CQC system Manager near the end of the work, or any increment of the work established by the specifications. Prepare and include in the CQC documentation a punch list of items which do not conform to the approved drawings and specifications. Include within the list of deficiencies the estimated date by which the deficiencies will be corrected. Make a second inspection the CQC System Manager or staff to ascertain that all deficiencies have been corrected. Once this is accomplished, notify the Government that the facility is ready for the Government Pre-Final Inspection.
B. Pre-Final Inspection: The Government will perform the Pre-Final Inspection to verify that the facility is complete and ready to be occupied. A Government Pre-Final Punch List may be developed as a result of this inspection. Ensure that all items on this list have been corrected before notifying the Government, so that a Final Acceptance Inspection with the customer can be scheduled. Correct any items noted on the Pre-Final Inspection in a timely manner. These inspections and any deficiency corrections required by this paragraph need to be accomplished within the time slated for completion of the entire work or any particular increment of the work if the project is divided into increments by separate construction completion dates.
C. Final Acceptance Inspection: The Contractor’s QC Inspection personnel, plus the superintendent or other primary management person, and the Contracting Officer’s Authorized designee is required to be in attendance at the Final Acceptance Inspection. Additional Government personnel can also be in attendance. The Final Acceptance Inspection will be formally scheduled by the Contracting Officer’s or Authorized designee based upon results of the Pre-Final Inspection. Notify the Contracting Officer through the COR office at least 14 days prior to the Final Acceptance Inspection and include the Contractor’s assurance that all specific items previously identified to the Contractor as being unacceptable, along with all remaining work performed under the contract, will be complete and acceptable by the date schedule for the Final Acceptance Inspection. Failure of the Contractor to have all contract work acceptably complete for this inspection will be cause for the Contracting Officer to bill the Contractor for the Government’s additional inspection cost in accordance with FAR Clause 52.246-12 titled “Inspection of Construction”.
3.9 DOCUMENTATION
A. Quality Control Activities: Maintain current records providing factual evidence that required QC activities and tests have been performed. Include in these records the work of subcontractors and suppliers on an acceptable form that includes, as a minimum, the following information:
B. Verification Statement: Indicate a description of trades working on the project; the number of personnel working; weather conditions encountered; and any delays encountered. Cover both conforming and deficient features and include a statement that equipment and materials incorporated in the work and workmanship comply with the Contract. Furnish the original and one copy of these records in report form to the Government daily with 1 week after the date covered by the report, except that reports need not be submitted for days on which no work is performed. As a minimum, prepare and submit on report for every 7 days of no work and on the last day of a no work period. All calendar days need to be accounted for throughout the life of the contract. The first report following a day of no work will be for that day only. Reports need to be signed and dated by the CQC System Manager. Include copies of test reports and copies of reports prepared by all subordinate QC personnel within the CQC System Manager Report.
3.10 SAMPLE FORMS
Templates of various quality control reports can be found on the Whole Building Design Guide website at https:www.wbdg.org/FFC/NAVGRAPH/ 01%2045%2000.00%2020_quality_control_reports.pdf

3.11 NOTIFICATION OF NONCOMPLIANCE: The Contracting Officer or Authorized designee will notify the Contractor of any detected noncompliance with the foregoing requirements. The Contractor should take immediate corrective action after receipt of such notice. Such notice, when delivered to the Contractor at the work site will be deemed sufficient for the purpose of notification. If the Contractor fails or refuses to comply promptly, the Contracting Officer can issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to such stop orders will be made the subject of claim for extension of time or for excess costs or damages by the Contractor.

01 57 19 - Temporary Environmental Controls
SECTION 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS
PART 1 - GENERAL
1.1 DESCRIPTION
1.2 QUALITY CONTROL
1.3 references
1.4 Submittals
1.5 PROTECTION OF ENVIRONMENTAL RESOURCES
01 58 16 - Temporary Interior Signage
01 74 19 - Construction Waste Management
PART 1 – GENERAL
1.1 DESCRIPTION
1.2 RELATED WORK
1.3 QUALITY ASSURANCE
1.4 TERMINOLOGY
1.5 SUBMITTALS
1.6 APPLICABLE PUBLICATIONS
1.7 RECORDS
2.1 MATERIALS
PART 3 � EXECUTION
3.1 COLLECTION
3.2 DISPOSAL
3.3 REPORT
01 81 13 - Sustainable Construction Requirements
SECTION 01 81 13
SUSTAINABLE CONSTRUCTION REQUIREMENTS
PART 1 - GENERAL
1.1 DESCRIPTION
1.2 RELATED WORK
1.3 DEFINITIONS
1.4 reference standards
1.5 SUBMITTALS
1.6 QUALITY ASSURANCE
1.7 APPLICABLE PUBLICATIONS
A. Publications listed below form a part of this specification to extent referenced. Publications are referenced in text by basic designation only. Comply with applicable provisions and recommendations of the following, except as otherwise shown or specified.
B. Green Seal Standard GS-11, Paints, 1st Edition, May 20, 1993.
C. Green Seal Standard GC-03, Anti-Corrosive Paints, 2nd Edition, January 7, 1997.
D. Green Seal Standard GC-36, Commercial Adhesives, October 19, 2000.
E. South Coast Air Quality Management District (SCAQMD) Rule 1113, Architectural Coatings, rules in effect on January 1, 2004.
F. South Coast Air Quality Management District (SCAQMD) Rule 1168, July 1, 2005 and rule amendment date of January 7, 2005.
G. Sheet Metal and Air Conditioning National Contractors’ Association (SMACNA) IAQ Guidelines for Occupied Buildings under Construction, 2nd Edition (ANSI/SMACNA 008-2008), Chapter 3.
H. California Department of Public Health Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers, Version 1.1, Emission Testing method for California Specification 01350 (CDPH Standard Method V1.1-2010).
I. Federal Trade Commission Guides for the Use of Environmental Marketing Claims (16 CFR Part 260).
J. ASHRAE Standard 52.2-2007.
PART 2 – PRODUCTS
2.1 PERFORMANCE CRITERIA
A. Construction waste diversion from landfill disposal must comprise at least 50 percent of total construction waste, excluding land clearing debris and soil. Alternative daily cover (ADC) does not qualify as material diverted from disposal.
B. Low Pollutant-Emitting Materials:
PART 3 - EXECUTION
3.1 FIELD QUALITY CONTROL
A. Construction Indoor Air Quality Management:
01 91 00 - General Commissioning Requirements
02 41 00 - Demolition
PART 1 - GENERAL
1.1 DESCRIPTION:
1.2 RELATED WORK:
1.3 PROTECTION:
1.4 UTILITY SERVICES:
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION
3.1 DEMOLITION:
3.2 CLEAN�UP:
02 82 11 - Traditional Asbestos Abatement
SECTION 02 82 11 traditional asbestos abatement
PART 1 - General
1.1 SUMMARY OF THE WORK
1.2 VARIATIONS IN QUANTITY
1.3 STOP ASBESTOS REMOVAL
1.4 DEFINITIONS
1.5 APPLICABLE CODES AND REGULATIONS
1.6 PROJECT COORDINATION
1.7 RESPIRATORY PROTECTION
1.8 WORKER PROTECTION
1.9 DECONTAMINATION FACILITIES
PART 2 - PRODUCTS
2.1 MATERIALS AND EQUIPMENT
2.2 MONITORING, INSPECTION AND TESTING
2.3 ASBESTOS hAZARD aBATEMENT pLAN
2.4 SUBMITTALS
2.5 ENCAPSULANTS
PART 3 - EXECUTION
3.1 REGULATED AREA PREPARATIONS
3.2 REMOVAL OF ACM
3.3 LOCKDOWN ENCAPSULATION
3.4 DISPOSAL OF ACM WASTE MATERIALS
3.5 PROJECT DECONTAMINATION
3.6 FINAL VISUAL INSPECTION AND AIR CLEARANCE TESTING
3.7 ABATEMENT CLOSEOUT AND CERTIFICATE OF COMPLIANCE
ATTACHMENT #1
ATTACHMENT #2
ATTACHMENT #3
02 82 13 13 - Glovebag Asbestos Abatement
SECTION 02 82 13.13 GLOVEBAG ASBESTOS ABATEMENT
PART 1 - GENERAL
1.1 SUMMARY OF WORK
1.2 VARIATIONS IN QUANTITY
1.3 STOP ASBESTOS REMOVAL
1.4 DEFINITIONS
1.5 APPLICABLE CODES AND REGULATIONS
1.6 PROJECT COORDINATION
1.7 RESPIRATORY PROTECTION
1.8 WORKER PROTECTION
1.9 DECONTAMINATION FACILITIES
PART 2 - PRODUCTS, MATERIALS AND EQUIPMENT
2.1 MATERIALS AND EQUIPMENT
2.2 CONTAINMENT BARRIERS AND COVERINGS IN THE REGULATED AREA
2.3 MONITORING, INSPECTION AND TESTING
2.4 ASBESTOS HAZARD ABATEMENT PLAN
2.5 SUBMITTALS
2.6 ENCAPSULANTS
2.7 CERTIFICATES OF COMPLIANCE
PART 3 - EXECUTION
3.1 REGULATED AREA PREPARATIONS
3.2 REMOVAL OF piping ACM
3.3 GLOVEBAG REMOVAL PROCEDURES
3.4 LOCKDOWN ENCAPSULATION
3.5 DISPOSAL OF ACM WASTE MATERIALS
3.6 PROJECT DECONTAMINATION
3.7 FINAL VISUAL INSPECTIOns AND AIR CLEARANCE TESTING
3.8 ABATEMENT CLOSEOUT AND CERTIFICATE OF COMPLIANCE
ATTACHMENT #1
ATTACHMENT #2
ATTACHMENT #3
ATTACHMENT #4
02 82 13 31 - Asbestos Transite Abatement
SECTION 02 82 13.31 ASBESTOS TRANSITE-TYPE ABATEMENT
PART 1 - GENERAL
1.1 SUMMARY OF THE WORK
1.2 VARIATIONS IN QUANTITY
1.3 STOP ASBESTOS REMOVAL
1.4 DEFINITIONS
1.5 APPLICABLE CODES AND REGULATIONS
1.6 PROJECT COORDINATION
1.7 RESPIRATORY PROTECTION
1.8 WORKER PROTECTION
1.9 DECONTAMINATION FACILITIES
PART 2 - PRODUCTS, MATERIALS AND EQUIPMENT
2.1 MATERIALS AND EQUIPMENT
2.2 CONTAINMENT BARRIERS AND COVERINGS IN THE REGULATED AREA
2.3 MONITORING, INSPECTION AND TESTING
2.4 ASBESTOS hAZARD aBATEMENT pLAN
2.5 SUBMITTALS
PART 3 - EXECUTION
3.1 REGULATED AREA PREPARATIONS
3.2 REMOVAL OF CLASS II TRANSITE-TYPE MATERIALS
3.3 DISPOSAL OF CLASS II WASTE MATERIAL
3.4 PROJECT DECONTAMINATION
3.5 VISUAL INSPECTION AND AIR CLEARANCE TESTING
3.6 ABATEMENT CLOSEOUT AND CERTIFICATE OF COMPLIANCE
ATTACHMENT #1
ATTACHMENT #2
ATTACHMENT #3
ATTACHMENT #4
02 82 13.21 - Asbestos Roofing Abatement
PART 1 - GENERAL
PART 2 - PRODUCTS, MATERIALS AND EQUIPMENT
PART 3 - EXECUTION
02 82 13.41 - Asbestos Abatement for Total Demolition Projects
PART 1 - GENERAL
PART 2 - PRODUCTS, MATERIALS AND EQUIPMENT
PART 3 - EXECUTION
02 83 33 13 - Lead-Based Paint Removal and Disposal
SECTION 02 83 33.13 LEAD-BASED PAINT REMOVAL AND DISPOSAL
PART 1 - GENERAL
1.1 SUMMARY
1.2 RELATED WORK
1.3 DEFINITIONS
1.4 APPLICABLE PUBLICATIONS
1.5 PRE�REMOVAL MEETINGS
1.6 SUBMITTALS
1.7 QUALITY ASSURANCE
1.8 WARRANTY
PART 2 - PRODUCTS
2.1 PAINT REMOVAL PRODUCTS
2.2 ACCESSORIES
PART 3 - EXECUTION
3.1 EXAMINATION
3.2 PREPARATION
3.3 WORK PROCEDURES
3.4 LEAD�BASED PAINT REMOVAL
3.5 SUBSTRATE SURFACE PREPARATION
3.6 FIELD QUALITY CONTROL
3.7 CLEANING AND DISPOSAL
06 10 00 - Rough Carpentry
PART 1 - GENERAL
PART 2 - PRODUCTS
PART 3 - EXECUTION
06 20 00 - Finish Carpentry
SECTION 06 20 00 FINISH CARPENTRY
PART 1 - GENERAL
1.1 SUMMARY
1.2 RELATED REQUIREMENTS
1.3 APPLICABLE PUBLICATIONS
1.4 PREINSTALLATION MEETINGS
1.5 SUBMITTALS
1.6 QUALITY ASSURANCE
1.7 DELIVERY, STORAGE AND HANDLING
1.8 FIELD CONDITIONS
WARRANTY
PART 2 - PRODUCTS
2.1 SYSTEM PERFORMANCE
2.2 MATERIALS
2.3 PRODUCTS - GENERAL
2.4 FABRICATION
2.5 ACCESSORIES
PART 3 - EXECUTION
3.1 PREPARATION
3.2 INSTALLATION
3.3 CLEANING
3.4 PROTECTION
23 05 11 - COMMON WORK RESULTS FOR HVAC
SECTION 23 05 11
COMMON WORK RESULTS FOR HVAC
PART 1 - GENERAL
1.1 DESCRIPTION
1.2 APPLICABLE PUBLICATIONS
1.3 SUBMITTALS
1.4 QUALITY ASSURANCE
1.5 DELIVERY, STORAGE AND HANDLING
1.6 AS-BUILT DOCUMENTATION
1.7 JOB CONDITIONS – WORK IN EXISTING BUILDING
PART 2 - PRODUCTS
2.1 FACTORY ASSEMBLED PRODUCTS
2.2 COMPATIBILITY OF RELATED EQUIPMENT
2.3 DRIVE GUARDS
2.4 LIFTING ATTACHMENTS
2.5 ELECTRIC MOTORS
2.6 VARIABLE SPEED MOTOR CONTROLLERS
2.7 EQUIPMENT AND MATERIALS IDENTIFICATION
2.8 FIRESTOPPING
2.9 GALVANIZED REPAIR COMPOUND
2.10 HVAC PIPE AND EQUIPMENT SUPPORTS AND RESTRAINTS
2.11 PIPE PENETRATIONS
2.12 DUCT PENETRATIONS
2.13 SPECIAL TOOLS AND LUBRICANTS
2.14 WALL, FLOOR AND CEILING PLATES
2.15 ASBESTOS
PART 3 - EXECUTION
3.1 GENERAL
3.2 ARRANGEMENT AND INSTALLATION OF EQUIPMENT AND PIPING
3.3 TEMPORARY PIPING AND EQUIPMENT
3.4 RIGGING
3.5 PIPE AND EQUIPMENT SUPPORTS
3.6 MECHANICAL DEMOLITION
3.7 CLEANING AND PAINTING
3.8 IDENTIFICATION SIGNS
3.9 MOTOR AND DRIVES
3.10 LUBRICATION
3.11 STARTUP, TEMPORARY OPERATION AND TESTING
3.12 OPERATING AND PERFORMANCE TESTS
3.13 COMMISSIONING
3.14 DEMONSTRATION AND TRAINING
23 05 41 - Noise & Vibration Control for HVAC Piping & Equipment
SECTION 23 05 41
NOISE AND VIBRATION CONTROL FOR HVAC PIPING AND EQUIPMENT
PART 1 � GENERAL
1.1 DESCRIPTION
1.2 RELATED WORK
1.3 APPLICABLE PUBLICATIONS
1.4 SUBMITTALS
1.5 QUALITY ASSURANCE
1.6 AS-BUILT DOCUMENTATION
PART 2 - PRODUCTS
2.1 GENERAL REQUIREMENTS
2.3 VIBRATION ISOLATORS
2.4 BASES
2.5 SOUND ATTENUATING UNITS
2.6 ACOUSTICAL ENCLOSURES IN MECHANICAL ROOMS
PART 3 - EXECUTION
3.1 INSTALLATION
3.2 ADJUSTING
23 05 93 - TESTING, ADJUSTING, AND BALANCING FOR HVAC
SECTION 23 05 93
TESTING, ADJUSTING, AND BALANCING FOR HVAC
PART 1 � GENERAL
1.1 DESCRIPTION
1.3 APPLICABLE PUBLICATIONS
1.4 SUBMITTALS
1.5 QUALITY ASSURANCE
PART 2 - PRODUCTS
2.1 PLUGS
2.2 INSULATION REPAIR MATERIAL
PART 3 - EXECUTION
3.1 GENERAL
3.2 DESIGN REVIEW REPORT
3.3 SYSTEMS INSPECTION REPORT
3.4 DUCT AIR LEAKAGE TEST REPORT
3.5 SYSTEM READINESS REPORT
3.6 TAB REPORTS
3.7 TAB PROCEDURES
3.10 MARKING OF SETTINGS
3.11 IDENTIFICATION OF TEST PORTS
3.12 EXISTING BUILDING
3.14 COMMISSIONING
23 08 00 - COMMISSIONING OF HVAC SYSTEMS
23 09 23 - DIRECT-DIGITAL CONTROL SYSTEM FOR HVAC
SECTION 23 09 23 DIRECT-DIGITAL CONTROL SYSTEM FOR HVAC
PART 1 - GENERAL
1.1 DESCRIPTION
1.2 RELATED WORK
1.3 DEFINITION
1.4 QUALITY ASSURANCE
1.5 PERFORMANCE
1.6 WARRANTY
1.7 SUBMITTALS
1.8 INSTRUCTIONS
1.9 PROJECT CONDITIONS (ENVIRONMENTAL CONDITIONS OF OPERATION)
1.10 APPLICABLE PUBLICATIONS
PART 2 - PRODUCtS
2.1 MATERIALS
2.2 CONTROLS SYSTEM ARCHITECTURE
2.3 COMMUNICATION
2.4 ENGINEERING CONTROL CENTER (ECC)
2.5 PORTABLE OPERATOR’S TERMINAL (pot)
2.6 BACnet PROTOCOL ANALYZER
2.7 NETWORK AND DEVICE NAMING CONVENTION
2.8 BACnet DEVICES
2.9 CONTROLLERS
2.10 SPECIAL CONTROLLERS
2.11 SENSORS (AIR, WATER AND STEAM)
2.12 CONTROL CABLES
2.13 THERMOSTATS AND HUMIDISTATS
2.14 FINAL CONTROL ELEMENTS AND OPERATORS
2.15 AIR FLOW CONTROL
2.16 SAFETY
PART 3 - EXECUTION
3.1 INSTALLATION
3.2 SYSTEM VALIDATION AND DEMONSTRATION
3.3 STARTUP AND TESTING
3.4 COMMISSIONING
3.5 DEMONSTRATION AND TRAINING
3.6 CONSTRUCTION WASTE MANAGEMENT
23 21 13 - HYDRONIC PIPING
SECTION 23 21 13
HYDRONIC PIPING
PART 1 - GENERAL
1.1 DESCRIPTION
1.2 APPLICABLE PUBLICATIONS
1.3 SUBMITTALS
1.4 QUALITY ASSURANCE
1.5 AS-BUILT DOCUMENTATION
1.6 SPARE PARTS
PART 2 - PRODUCTS
2.1 PIPE AND EQUIPMENT SUPPORTS, PIPE SLEEVES, AND WALL AND CEILING PLATES
2.2 PIPE AND TUBING
2.3 FITTINGS FOR STEEL PIPE
2.4 FITTINGS FOR PLASTIC PIPING
2.5 DIELECTRIC FITTINGS
2.6 SCREWED JOINTS
2.7 VALVES
2.8 WATER FLOW MEASURING DEVICES
2.9 STRAINERS
2.10 FLEXIBLE CONNECTORS FOR WATER SERVICE
2.11 HYDRONIC SYSTEM COMPONENTS
2.12 GAUGES, PRESSURE AND COMPOUND
2.13 PRESSURE/TEMPERATURE TEST PROVISIONS
2.14 THERMOMETERS
2.15 FIRESTOPPING MATERIAL
PART 3 - EXECUTION
3.1 INSTALLATION
3.2 PIPE JOINTS
3.3 LEAK TESTING ABOVEGROUND PIPING
3.4 FLUSHING AND CLEANING PIPING SYSTEMS
3.5 WATER TREATMENT
3.6 STARTUP AND TESTING
3.7 COMMISSIONING
3.8 DEMONSTRATION AND TRAINING
23 22 13 - Steam and Condensate Heating Piping
SECTION 23 22 13 STEAM AND CONDENSATE HEATING PIPING
PART 1 - GENERAL
1.1 DESCRIPTION
1.2 APPLICABLE PUBLICATIONS
1.3 SUBMITTALS
1.4 QUALITY ASSURANCE
1.5 AS-BUILT DOCUMENTATION
PART 2 - PRODUCTS
2.1 PIPE AND EQUIPMENT SUPPORTS, PIPE SLEEVES, AND WALL AND CEILING PLATES
2.2 PIPE AND TUBING
2.3 FITTINGS FOR STEEL PIPE
2.4 DIELECTRIC FITTINGS
2.5 VALVES
2.6 STRAINERS
2.7 PIPE ALIGNMENT
2.8 FLEXIBLE BALL JOINTS
2.9 STEAM SYSTEM COMPONENTS
2.10 GAUGES, PRESSURE AND COMPOUND
2.11 PRESSURE/TEMPERATURE TEST PROVISIONS
2.12 FIRESTOPPING MATERIAL
PART 3 - EXECUTION
3.1 GENERAL
3.2 WELDING
3.3 PIPE JOINTS
3.4 STEAM TRAP PIPING
3.5 LEAK TESTING
3.6 FLUSHING AND CLEANING PIPING SYSTEMS
3.7 STARTUP AND TESTING
3.8 COMMISSIONING
3.9 DEMONSTRATION AND TRAINING
23 23 00 - Refrigerant Piping
SECTION 23 23 00 REFRIGERANT PIPING
PART 1 - GENERAL
1.1 DESCRIPTION
1.2 RELATED WORK
1.3 APPLICABLE PUBLICATIONS
1.4 SUBMITTALS
1.5 QUALITY ASSURANCE
1.6 AS-BUILT DOCUMENTATION
PART 2 - PRODUCTS
2.1 piping AND FITTINGS
2.2 GAUGES
2.3 THERMOMETERS AND WELLS
2.4 PIPE SUPPORTS
2.5 ELECTRICAL HEAT TRACING SYSTEM
2.6 REFRIGERANTs AND OIL
2.7 PIPE/CONDUIT ROOF PENETRATION COVER
2.8 PIPE INSULATION FOR DX HVAC SYSTEMS
PART 3 - EXECUTION
3.1 INSTALLATION
3.2 PIPE AND TUBING INSULATION
3.3 SIGNS AND IDENTIFICATION
3.4 FIELD QUALITY CONTROL
3.5 SYSTEM TEST AND CHARGING
23 31 00 - HVAC Ducts and Casings
SECTION 23 31 00
HVAC DUCTS AND CASINGS
PART 1 � GENERAL
1.1 DESCRIPTION
1.3 APPLICABLE PUBLICATIONS
1.4 SUBMITTALS
1.5 QUALITY ASSURANCE
1.6 AS-BUILT DOCUMENTATION
PART 2 � PRODUCTS
2.1 DUCT MATERIALS AND SEALANTS
2.2 DUCT CONSTRUCTION AND INSTALLATION
2.4 DUCT ACCESS DOORS, PANELS AND SECTIONS
2.5 FIRE DAMPERS
2.7 FIRE DOORS
2.9 FLEXIBLE DUCT CONNECTIONS
2.12 FIRESTOPPING MATERIAL
2.14 DUCT MOUNTED THERMOMETER (AIR)
2.15 DUCT MOUNTED TEMPERATURE SENSOR (AIR)
2.16 INSTRUMENT TEST FITTINGS
PART 3 - EXECUTION
3.1 INSTALLATION
3.2 DUCT LEAKAGE TESTS AND REPAIR
3.4 TESTING, ADJUSTING, AND BALANCING (TAB)
3.5 OPERATING AND PERFORMANCE TESTS
23 34 00 - HVAC Fans
SECTION 23 34 00
HVAC FANS
PART 1 � GENERAL
1.1 DESCRIPTION
1.2 RELATED WORK
1.3 APPLICABLE PUBLICATIONS
1.4 SUBMITTALS
1.5 QUALITY ASSURANCE
1.6 AS-BUILT DOCUMENTATION
1.7 EXTRA MATERIALS
PART 2 � PRODUCTS
2.1 PLENUM FAN
2.2 CENTRIFUGAL FANS
2.3 POWER ROOF VENTILATOR
2.4 POWER WALL VENTILATOR
2.5 PACKAGED HOOD MAKE-UP AIR UNITS
2.6 CENTRIFUGAL CEILING FANS
2.7 PROPELLER FANS
2.8 VANE AXIAL FANS
2.9 AIR CURTAIN UNITS
PART 3 � EXECUTION
3.1 INSTALLATION
3.2 PRE-OPERATION MAINTENANCE
3.3 STARTUP AND TESTING
3.3 COMMISSIONING
3.4 DEMONSTRATION AND TRAINING
23 73 00 - Indoor Central-Station Air-Handling Units
SECTION 23 73 00
INDOOR CENTRAL-STATION AIR-HANDLING UNITS
PART 1 � GENERAL
1.1 DESCRIPTION
1.2 APPLICABLE PUBLICATIONS
1.3 SUBMITTALS
1.4 QUALITY ASSURANCE
1.5 AS-BUILT DOCUMENTATION
PART 2 – PRODUCTS
2.1 AIR HANDLING UNITS
PART 3 – EXECUTION
3.1 INSTALLATION
3.2 STARTUP AND TESTING
3.3 COMMISSIONING
3.4 DEMONSTRATION AND TRAINING

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