Specifications 21-2003 Repair FSDs.pdf

Project #21-2003 Repair FSD’s B1009, B1043, B1046, and B1047 Specifications

TABLE OF CONTENTS -

DIVISION 01 - GENERAL REQUIREMENTS

08/15

SUMMARY OF WORK

01 33 00 08/18 SUBMITTAL PROCEDURES

DIVISION 08 - OPENINGS

08 14 00 08/18 WOOD DOORS

DIVISION 21 – FIRE SUPPRESSION

21 13 00.00 40 11/14 FIRE-SUPPRESSION SPRINKLER SYSTEMS

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

28 31 70 08/20 INTERIOR FIRE ALARM SYSTEM, ADDRESSABLE

-- End of Table of Contents --

SECTION 01 11 00 Page 1

Specifications

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

PART 1 GENERAL

1.1 SUBMITTALS

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

1.2.2 Location

1.2.3 Work Hours

1.3 OCCUPANCY OF PREMISES

1.3.1 EXISTING WORK

-- End of Section Table of Contents --

SECTION 01 11 00 Page 2

SECTION 01 11 00

1.1 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. Submittals will be in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The work includes furnishing all plant, labor, tools, equipment, shop drawings, materials, accessories and incidentals necessary to Repair Fire Safety Deficiencies in B1009, B1043, and B1046. Below is a task lists of items in the scope of work.

Task List:

Replace fire alarm pull stations in B1009.

Repair FACP and BTX programming in B1009.

Install Horn/Strobe device for FDC on exterior B1009.

Repair Zones in FACP B1043.

Add new zone in FACP for S pull station B1043.

Remove mechanical Sprinkler Flow Alarm System and Bell B1043.

Install Horn/Strobe device for FDC on exterior B1043.

Replace fire rated doors throughout B1047.

Rate door jamb for RM 204 B1046.

Add two door closures RM 204 and 256.

1.2.2 Location

The work is located at the Will Rogers Air National Guard Base, Oklahoma

City, OK. The exact location will be shown by the Contracting Officer.

1.2.3 Work Hours

Normal duty hours for work are from 6:30 a.m. to 5: p.m., Monday Through

Thursday, excluding Government holidays. Requests for additional work requires written approval from the Contracting Officer 7 days in advance of the proposed work period.

1.3 OCCUPANCY OF PREMISES

Buildings will be occupied during performance of work under this Contract.

Before work is started, arrange with the Contracting Officer a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, corridors, stairways, and ladders.

SECTION 01 11 00 Page 3

1.4 EXISTING WORK

In addition to FAR 52.236-9 Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements:

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 33 00 Page 1

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 33 00 SUBMITTAL PROCEDURES

08/18

1.1 DEFINITIONS

1.1.1 Submittal Descriptions (SD)

1.1.2 Approving Authority

1.1.3 Work

1.2 Submittals

1.2.1 Transmittal Form

1.3 Identifying Submittals

1.3.1 Project Title

1.3.2 Contract #

1.3.3 Dates of drawings

1.3.4 Sub-contractor information

1.3.5 Section # of Specs

1.3.6 Submittal description

1.3.7 Resubmissions

1.3.8 Product identification

1.4 Submittal Format

1.4.1 SD-01

1.4.2 SD-02

1.4.3 SD-03

1.4.3.1 Product info

1.4.3.2 Standards

1.4.3.3 Data Submission

1.4.4 SD-08

1.4.4.1 Standards

1.4.5 SD-09

1.5 Electronic File Format

1.6 Closeout Submittals

1.7 For Information Only Submittals

1.8 Variations

1.8.1 Considering Variations

1.8.2 Proposing Variations

1.8.3 Schedule extension for variations

1.9 Scheduling

1.10 Government Approval

1.10.1 Review Notations

1.11 Disapproved Submittals

1.12 Approved Submittals

SECTION 01 33 00 Page 2

SECTION 01 33 00

SUBMITTAL PROCEDURES

08/18

1.1 DEFINITIONS

1.1.1 Submittal Descriptions (SD)

Submittal requirements are specified in the technical sections. Examples and descriptions of submittals identified by the Submittal Description (SD) numbers and titles follow:

SD-01 Preconstruction Submittals

For Government approved division 01 preconstruction submittals that are required prior to or commencing with the start of work shall be submitted within 30 calendar days of contract award unless specified elsewhere in the specifications. For contractor approved division 01 submittals that are required prior to or commencing with the start of work shall be submitted within 45 calendar days of contract award unless specified elsewhere in the specifications.

Preconstruction Submittals include schedules and a tabular list of locations, features, and other pertinent information regarding products, materials, equipment, or components to be used in the work.

Certificates of Insurance

Surety Bonds

List of Proposed Subcontractors

List of Proposed Products

Baseline Network Analysis Schedule (NAS)

Submittal Register

Schedule of Prices

Accident Prevention Plan

Health and Safety Plan

Work Plan

Quality Control (QC) plan

Environmental Protection Plan

Explosive Safety Submission ESS Work Plan

SD-02

SD-02 Shop Drawings

SECTION 01 33 00 Page 3

Drawings, diagrams and schedules specifically prepared to illustrate some portion of the work.

Diagrams and instructions from a manufacturer or fabricator for use in producing the product and as aids to the Contractor for integrating the product or system into the project.

Drawings prepared by or for the Contractor to show how multiple systems and interdisciplinary work will be coordinated.

SD-03 Product Data

Catalog cuts, illustrations, schedules, diagrams, performance charts, instructions and brochures illustrating size, physical appearance and other characteristics of materials, systems or equipment for some portion of the work.

Samples of warranty language when the contract requires extended product warranties.

SD-04 Samples

Fabricated or unfabricated physical examples of materials, equipment or workmanship that illustrate functional and aesthetic characteristics of a material or product and establish standards by which the work can be judged.

Color samples from the manufacturer's standard line (or custom color samples if specified) to be used in selecting or approving colors for the project.

Field samples and mock-ups constructed on the project site establish standards ensuring work can be judged. Includes assemblies or portions of assemblies that are to be incorporated into the project and those that will be removed at conclusion of the work.

SD-05 Design Data

Design calculations, mix designs, analyses or other data pertaining to a part of work.

Design submittals, design substantiation submittals and extensions of design submittals.

SD-06 Test Reports

Report signed by authorized official of testing laboratory that a material, product or system identical to the material, product or system to be provided has been tested in accord with specified requirements. Unless specified in another section, testing must have been within three years of date of contract award for the project.

Report that includes findings of a test required to be performed on an actual portion of the work or prototype prepared for the project before shipment to job site.

Report that includes finding of a test made at the job site or on sample taken from the job site, on portion of work during or after installation.

SECTION 01 33 00 Page 4

Investigation reports

Daily logs and checklists

Final acceptance test and operational test procedure

SD-07 Certificates

Statements printed on the manufacturer's letterhead and signed by responsible officials of manufacturer of product, system or material attesting that the product, system, or material meets specification requirements. Must be dated after award of project contract and clearly name the project.

Document required of Contractor, or of a manufacturer, supplier, installer or Subcontractor through Contractor. The document purpose is to further promote the orderly progression of a portion of the work by documenting procedures, acceptability of methods, or personnel qualifications.

Confined space entry permits

Text of posted operating instructions

SD-08 Manufacturer's Instructions

Preprinted material describing installation of a product, system or material, including special notices and (SDS) concerning impedances, hazards and safety precautions.

SD-09 Manufacturer's Field Reports

Documentation of the testing and verification actions taken by manufacturer's representative at the job site, in the vicinity of the job site, or on a sample taken from the job site, on a portion of the work, during or after installation, to confirm compliance with manufacturer's standards or instructions. The documentation must be signed by an authorized official of a testing laboratory or agency and state the test results; and indicate whether the material, product, or system has passed or failed the test.

Factory test reports.

SD-10 Operation and Maintenance Data

Data provided by the manufacturer, or the system provider, including manufacturer's help and product line documentation, necessary to maintain and install equipment, for operating and maintenance use by facility personnel.

Data required by operating and maintenance personnel for the safe and efficient operation, maintenance and repair of the item.

Data incorporated in an operations and maintenance manual or control system.

SD-11 Closeout Submittals

Documentation to record compliance with technical or administrative requirements or to establish an administrative mechanism.

SECTION 01 33 00 Page 5

Submittals required for Guiding Principle Validation (GPV) or Third Party Certification (TPC).

Special requirements necessary to properly close out a construction contract. For example, Record Drawings and as-built drawings. Also, submittal requirements necessary to properly close out a major phase of construction on a multi-phase contract.

1.1.2 Approving Authority

Office or designated person authorized to approve the submittal.

1.1.3 Work

As used in this section, on-site and off-site construction required by contract documents, including labor necessary to produce submittals, construction, materials, products, equipment, and systems incorporated or to be incorporated in such construction. In exception, excludes work to produce SD-01 submittals.

1.2 SUBMITTALS

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

submittals not having a "G" designation are for Contractor QC approval.

Certificates Of Insurance; G

Surety Bonds; G

List Of Proposed Subcontractors; G

List Of Proposed Products; G

Schedule of work; G

AF 3065 Progress Report; G

Record of existing conditions; G

SD-02 Shop Drawings- Wiring diagrams for new nodes added to FACPs; G

Fire rated Wood Doors; G

Door Closers; G

Horn/Strobe FA devices; G

Pull station FA devices; G

Plumbing parts; G

Conduit and wire; G

SECTION 01 33 00 Page 6

1.2.1 Transmittal Form:

Transmit each submittal, except sample installations and sample panels to the office of the approving authority using the AF 3000 transmittal form prescribed by the Contracting Officer. Include all information prescribed by the transmittal form and required in paragraph IDENTIFYING SUBMITTALS. Use the submittal transmittal forms to record actions regarding samples.

1.3 Identifying Submittals

The Contractor's Quality Control Manager must prepare, review and stamp submittals, including those provided by a subcontractor, before submittal to the Government.

Identify submittals, except sample installations and sample panels, with the following information permanently adhered to or noted on each separate component of each submittal and noted on transmittal form. Mark each copy of each submittal identically, with the following:

1.3.1 Project title and location

1.3.2 Construction contract number

1.3.3 Dates of the drawings and revisions

1.3.4 Name, address, and telephone number of Subcontractor, supplier, manufacturer, and any other Subcontractor associated with the submittal.

1.3.5 Section number of the specification by which submittal is required

1.3.6 Submittal description (SD) number of each component of submittal

1.3.7 For a resubmission, add alphabetic suffix on submittal description, for example, submittal 18 would become 18A, to indicate resubmission

1.3.8 Product identification and location in project.

1.4 Submittal Format

1.4.1 Format of SD-01 Preconstruction Submittals

When the submittal includes a document that is to be used in the project, or is to become part of the project record, other than as a submittal, do not apply the Contractor's approval stamp to the document itself, but to a separate sheet accompanying the document.

Provide data in the unit of measure used in the contract documents.

1.4.2 Format for SD-02 Shop Drawings

Provide shop drawings not less than 8 1/2 by 11 inches nor more than 30 by 42 inches, except for full-size patterns or templates. Prepare drawings to accurate size, with scale indicated, unless another form is Required.

Ensure drawings are suitable for reproduction and of a quality to produce clear, distinct lines and letters, with dark lines on a white background.

1.4.2.1 Include the nameplate data, size, and capacity on

SECTION 01 33 00 Page 7 drawings. Also include applicable federal, military, industry, and technical society publication references.

1.4.2.2 Dimension drawings, except diagrams and schematic

drawings. Prepare drawings demonstrating interface with other trades to scale. Use the same unit of measure for shop drawings as indicated on the contract drawings. Identify materials and products for work shown.

1.4.3 Format of SD-03 Product Data:

Present product data submittals for each section as a complete, bound volume. Include a table of contents, listing the page and catalog item numbers for product data.

Indicate, by prominent notation, each product that is being submitted;

indicate the specification section number and paragraph number to which it pertains.

1.4.3.1 Product Information:

Supplement product data with material prepared for the project to satisfy the submittal requirements where product data does not exist. Identify this material as developed specifically for the project, with information and format as required for submission of SD-07 Certificates.

Provide product data in units used in the Contract documents. Where product data are included in preprinted catalogs with another unit, submit the dimensions in contract document units, on a separate sheet.

1.4.3.2 Standards

Where equipment or materials are specified to conform to industry or technical-society reference standards of such organizations as the American National Standards Institute (ANSI), ASTM International (ASTM), National Electrical Manufacturer's Association (NEMA), Underwriters Laboratories (UL), or Association of Edison Illuminating Companies (AEIC), submit proof of such compliance. The label or listing by the specified organization will be acceptable evidence of compliance. In lieu of the label or listing, submit a certificate from an independent testing organization, competent to perform testing, and approved by the Contracting Officer. State on the certificate that the item has been tested in accordance with the specified organization's test methods and that the item complies with the specified organization's reference standard.

1.4.3.3 Data Submission

Collect required data submittals for each specific material, product, unit of work, or system into a single submittal that is marked for choices, options, and portions applicable to the submittal. Mark each copy of the product data identically. Partial submittals will [not] be accepted for expedition of the construction effort.

Submit the manufacturer's instructions before installation.

1.4.4 Format of SD-08 Manufacturer's Instructions

Present manufacturer's instructions submittals for each section as a

SECTION 01 33 00 Page 8 complete, bound volume. Include the manufacturer's name, trade name, place of manufacture, and catalog model or number on product data. Also include applicable federal, military, industry, and technical-society publication references. If supplemental information is needed to clarify the manufacturer's data, submit it as specified for SD-07 Certificates.

Submit the manufacturer's instructions before installation.

1.4.4.1 Standards

Where equipment or materials are specified to conform to industry or technical-society reference standards of such organizations as the American National Standards Institute (ANSI), ASTM International (ASTM), National Electrical Manufacturer's Association (NEMA), Underwriters Laboratories (UL), or Association of Edison Illuminating Companies (AEIC), submit proof of such compliance. The label or listing by the specified organization will be acceptable evidence of compliance. In lieu of the label or listing, submit a certificate from an independent testing organization, competent to perform testing, and approved by the Contracting Officer. State on the certificate that the item has been tested in accordance with the specified organization's test methods and that the item complies with the specified organization's reference standard.

1.4.5 Format of SD-09 Manufacturer's Field Reports

Provide reports on 8 1/2 by 11 inch paper in a complete bound volume.

By prominent notation, indicate each report in the submittal. Indicate the specification number and paragraph number to which each report pertains.

1.5 Electronic File Format:

Provide submittals in electronic format, with the exception of material samples required for SD-04 Samples items. Compile the submittal file as a single, complete document, to include the Transmittal Form described within. Name the electronic submittal file specifically according to its contents, and coordinate the file naming convention with the Contracting Officer. Electronic files must be of sufficient quality that all information is legible. Use PDF as the electronic format, unless otherwise specified or directed by the Contracting Officer. Generate PDF files from original documents with bookmarks so that the text included in the PDF file is searchable and can be copied. If documents are scanned, optical character resolution (OCR) routines are required. Index and bookmark files exceeding 30 pages to allow efficient navigation of the file. When required, the electronic file must include a valid electronic signature or a scan of a signature.

E-mail electronic submittal documents smaller than 16MB to an e-mail address as directed by the Contracting Officer. Provide electronic documents over 16 MB on an optical disc or through an electronic file sharing system such as the DoD SAFE Web Application located at the following website: https://safe.apps.mil/

SECTION 01 33 00 Page 9

1.6 Number of SD-11 Closeout Submittals:

Unless otherwise specified, submit 2 sets of administrative submittals.

1.7 INFORMATION ONLY SUBMITTALS:

Submittals without a "G" designation must be certified by the QC manager and submitted to the Contracting Officer for information-only. Approval of the Contracting Officer is not required on information only submittals. The Contracting Officer will mark "receipt acknowledged" on submittals for information and will return only the transmittal cover sheet to the Contractor. Normally, submittals for information only will not be returned. However, the Government reserves the right to return unsatisfactory submittals and require the Contractor to resubmit any item found not to comply with the contract. This does not relieve the Contractor from the obligation to furnish material conforming to the plans and specifications; will not prevent the Contracting Officer from requiring removal and replacement of nonconforming material incorporated in the work; and does not relieve the Contractor of the requirement to furnish samples for testing by the Government laboratory or for check testing by the Government in those instances where the technical specifications so prescribe.

Contracting Officer with each invoice request, unless a paper copy is requested by the Contracting Officer. Provide an updated Submittal Register monthly regardless of whether an invoice is submitted.

1.8 VARIATIONS

Variations from contract requirements require Contracting Officer approval pursuant to contract Clause FAR 52.236-21 Specifications and Drawings for Construction, and will be considered where advantageous to the Government.

1.8.1 Considering Variations

Discussion of variations with the Contracting Officer before submission of a variation submittal will help ensure that functional and quality requirements are met and minimize rejections and resubmittals.

Specifically point out variations from contract requirements in a variation submittal. Failure to point out variations may cause the Government to require rejection and removal of such work at no additional cost to the Government.

1.8.2 Proposing Variations

When proposing variation, deliver a submittal, clearly marked as a "VARIATION" to the Contracting Officer, with documentation illustrating the nature and features of the variation including any necessary technical submittals and why the variation is desirable and beneficial to Government. Include written analysis and approval by a registered engineer/architect reviewer(s), other than the QC manager, qualified in the discipline(s) being reviewed. If lower cost is a benefit, also include an estimate of the cost savings. In addition to documentation required for variation, include the submittals required for the item.

Clearly mark the proposed variation in all documentation.

SECTION 01 33 00 Page 10

The Contracting Officer will indicate an approval or disapproval of the variation request; and if not approved as submitted, will indicate the Government's reasons therefore. Any work done before such approval is received is performed at the Contractor's risk.

1.8.3 Review Schedule Extension

In addition to the normal submittal review period, a period of 14 calendar working days will be allowed for the Government to consider submittals with variations.

1.9 SCHEDULING

Schedule and submit concurrently product data and shop drawings covering component items forming a system or items that are interrelated. Submit pertinent certifications at the same time. No delay damages or time extensions will be allowed for time lost in late submittals.

a. Coordinate scheduling, sequencing, preparing, and processing of submittals with performance of work so that work will not be delayed by submittal processing. The Contractor is responsible for additional time required for Government reviews resulting from required resubmittals. The review period for each resubmittal is the same as for the initial submittal.

Contracting Officer review will be completed within 14 calendar working days after the date of submission for return of the submittal to the Contractor.

1.10 GOVERNMENT APPROVING AUTHORITY

When the approving authority is the Contracting Officer, the Government will:

a. Note the date on which the submittal was received from the QC manager.

b. Review submittals for approval within the scheduling period specified and only for conformance with project design concepts and compliance with contract documents.

c. Identify returned submittals with one of the actions defined in paragraph REVIEW NOTATIONS and with comments and markings appropriate for the action indicated.

Upon completion of review of submittals requiring Government approval, stamp and date submittals.

1.10.1 Review Notations

Submittals will be returned to the Contractor with the following notations:

1.10.1.1 Submittals marked "approved" or "accepted"

authorize proceeding with the work covered.

1.10.1.2 Submittals marked "approved as noted" or "approved, except as noted, resubmittal not required," authorize proceeding with the work covered provided that the Contractor takes no exception to the corrections.

SECTION 01 33 00 Page 11

1.10.1.3 Submittals marked "not

approved," "disapproved," or "revise and resubmit" indicate incomplete submittal or noncompliance with the contract requirements or design concept. Resubmit with appropriate changes. Do not proceed with work for this item until the resubmittal is approved.

1.10.1.4 Submittals marked "not

reviewed" indicate that the submittal has been previously reviewed and approved, is not required, does not have evidence of being reviewed and approved by Contractor, or is not complete. A submittal marked "not reviewed" will be returned with an explanation of the reason it is not reviewed. Resubmit submittals returned for lack of review by Contractor or for being incomplete, with appropriate action, coordination, or change.

1.10.1.5 Submittals marked "receipt

acknowledged" indicate that submittals have been received by the Government. This applies only to

"information-only submittals" as previously defined.

1.11 DISAPPROVED SUBMITTALS

Make corrections required by the Contracting Officer. If the Contractor considers any correction or notation on the returned submittals to constitute a change to the contract drawings or specifications, give notice to the Contracting Officer as required under the FAR clause titled CHANGES. The Contractor is responsible for the dimensions and design of connection details and the construction of work. Failure to point out variations may cause the Government to require rejection and removal of such work at the Contractor's expense.

If changes are necessary to submittals, make such revisions and resubmit in accordance with the procedures above. No item of work requiring a submittal change is to be accomplished until the changed submittals are approved.

1.12 APPROVED SUBMITTALS

The Contracting Officer's approval of submittals is not to be construed as a complete check, and indicates only that the general method of construction, materials, detailing, and other information are satisfactory.

the design, general method of construction, materials, detailing, and other information appear to meet the Solicitation and Accepted Proposal.

Approval or acceptance by the Government for a submittal does not relieve the Contractor of the responsibility for meeting the contract requirements or for any error that may exist, because under the Quality Control (QC) requirements of this contract, the Contractor is responsible for ensuring information contained within each submittal accurately conforms with the requirements of the contract documents.

After submittals have been approved or accepted by the Contracting Officer, no resubmittal for the purpose of substituting materials or equipment will be considered unless accompanied by an explanation of why a substitution is necessary.

SECTION 01 33 00 Page 12

SECTION 08 14 00 Page 1

DIVISION 08 - OPENINGS

SECTION 08 14 00

WOOD DOORS

08/16, CHG 1: 08/18

1.1 REFERENCES

1.3 CERTIFICATIONS

1.3.1 Certified Wood Grades

1.3.2 Certified Sustainably Harvested Wood

1.3.3 Indoor Air Quality Certification

1.3.3.1 Composite Wood, Wood Structural Panel and Agrifiber

Products

1.4 DELIVERY, STORAGE, AND HANDLING

1.5 WARRANTY

PART 2 PRODUCTS

2.1 DOORS

2.1.1 Interior Flush Doors

2.1.2 Frames

2.2 ACCESSORIES

2.2.1 Door Light Openings

2.3 FABRICATION

2.3.1 Marking

2.3.2 Quality and Construction

2.3.3 Preservative Treatment

2.3.4 Adhesives and Bonds

2.3.5 Prefitting

2.3.6 Finishes

2.3.6.1 Field Painting

2.3.6.2 Factory Finish

3.1 INSTALLATION

3.1.1 Fire[ and Smoke] Doors

SECTION 08 14 00 Page 2

SECTION 08 14 00

WOOD DOORS

08/16, CHG 1: 08/18

1.1 References

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

AMERICAN FOREST FOUNDATION (AFF)

ATFS STANDARDS (2015) American Tree Farm System Standards of Sustainability 2015-2020

ASTM INTERNATIONAL (ASTM)

ASTM E90 (2009; R2016) Standard Test Method for Laboratory Measurement of Airborne Sound Transmission Loss of Building Partitions and Elements

ASTM E283 (2019) Standard Test Method for

Determining the Rate of Air Leakage Through Exterior Windows, Curtain Walls, and Doors Under Specified Pressure Differences Across the Specimen

ASTM E2226 (2015; R 2019b) Standard Practice for

Application of Hose Stream

CALIFORNIA AIR RESOURCES BOARD (CARB)

CARB 93120 (2007) Airborne Toxic Control Measure (ATCM) to Reduce Formaldehyde Emissions from Composite Wood Products

CSA GROUP (CSA)

CSA Z809-08 (R2013) Sustainable Forest Management

FOREST STEWARDSHIP COUNCIL (FSC)

FSC STD 01 001 (2015) Principles and Criteria for Forest Stewardship

NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA)

ANSI/NEMA LD 3 (2005) Standard for High-Pressure

Decorative Laminates

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 80 (2019) Standard for Fire Doors and Other Opening Protectives

SECTION 08 14 00 Page 3

NFPA 105 (2019) Standard for Smoke Door Assemblies and Other Opening Protectives

NFPA 252 (2017) Standard Methods of Fire Tests of Door Assemblies

PROGRAMME FOR ENDORSEMENT OF FOREST CERTIFICATION (PEFC)

PEFC ST 2002:2013 (2015) PEFC International Standard Chain of Custody of Forest Based Products Requirements

SUSTAINABLE FOREST INITIATIVE (SFI)

SFI 2015-2019 (2015) Standards, Rules for Label Use, Procedures and Guidance

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

40 CFR 770 Formaldehyde Standards for Composite Wood Products

UNDERWRITERS LABORATORIES (UL)

UL 10B (2008; Reprint May 2020) Fire Tests of

Door Assemblies

WINDOW AND DOOR MANUFACTURERS ASSOCIATION (WDMA)

ANSI/WDMA I.S.1A (2013) Interior Architectural Wood Flush Doors

ANSI/WDMA I.S.6A (2013) Interior Architectural Stile and

Rail Doors

WOODWORK INSTITUTE (WI)

NAAWS 3.1 (2017; 2018 Errata Edition) North American Architectural Woodwork Standards

SECTION 08 14 00 Page 4

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for Contractor Quality Control approval. When used, a code following the "G" classification identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01

33 00 SUBMITTAL PROCEDURES:

Doors; G

Fire Resistance Rating; G

Door Finish Colors; G

1.3 CERTIFICATIONS

1.3.1 Certified Wood Grades

Provide certificates of grade from the grading agency on fire doors.

1.3.2 Certified Sustainably Harvested Wood

Provide wood certified as sustainably harvested by FSC STD 01 001[, ATFS STANDARDS, CSA Z809-08, SFI 2015-2019, or other third party program certified by PEFC ST 2002:2013]. Provide a letter of Certification of Sustainably Harvested Wood signed by the wood supplier. Identify certifying organization and their third party program name and indicate compliance with chain-of-custody program requirements. Submit sustainable wood certification data; identify each certified product on a line item basis. Submit copies of invoices bearing certification numbers.

include particleboard, medium density fiberboard (MDF), wheatboard, strawboard, panel substrates, and door cores. Provide products certified to meet requirements of both 40 CFR 770 and CARB 93120. Provide current product certification documentation from certification body.

1.4 DELIVERY, STORAGE, AND HANDLING

Deliver doors to the site in an undamaged condition and protect against damage and dampness. Stack doors flat under cover. Support on blocking, a minimum of 100 mm 4 inch thick, located at each end and at the midpoint of the door. Store doors in a well-ventilated building so that they will not be exposed to excessive moisture, heat, dryness, direct sunlight, or extreme changes of temperature and humidity.[ Do not store in a building under construction until concrete, masonry work, and plaster are dry.] Replace defective or damaged doors with new ones.

1.5 WARRANTY

Warrant doors free of defects as set forth in the door manufacturer's standard door warranty.

SECTION 08 14 00 Page 5

2.1 DOORS

Provide doors of the types, sizes, and designs indicated free of urea-formaldehyde resins.

2.1.1 Interior Flush Doors

Provide staved lumber core, Type II flush doors conforming to ANSI/WDMA I.S.1A with faces of good grade white oak. Hardwood veneers must be plain sliced. Products must contain no added urea-formaldehyde resins. Doors will be stained (either factory finish or on site) to match existing doors that are remaining in the building.

Provide doors to have a 20 min. fire resistance rating conforming to the requirements of UL 10B, ASTM E2226, or NFPA 252 for the class of door indicated. Affix a permanent metal label with raised or incised markings indicating testing agency's name and approved hourly fire rating to hinge edge of each door.

2.1.2 Door Frames

Frames for interior doors are to be the existing frames already installed in building. Provide doors complete with frame, hinges, and prepared to receive finish hardware.

2.2 ACCESSORIES

2.2.1 Door Light Openings

Provide glazed openings with the manufacturer's standard wood moldings.

Provide moldings for doors to receive natural finish of the same wood species and color as the wood face veneers. Provide moldings on the exterior doors with sloped surfaces. The door light opening will not exceed the square inches reqired by NFPA and will not take away from the fire rating. All windows and lights in the doors will be factory installed and not modified on site.

2.3 FABRICATION

2.3.1 Marking

Stamp each door with a brand, stamp, or other identifying mark indicating quality and construction of the door.

2.3.2 Quality and Construction

Identify the standard on which the construction of the door was based [, identify the standard under which preservative treatment was made,] and identify doors having a Type I glue bond.

2.3.3 Preservative Treatment

Treat doors scheduled for restrooms, janitor closets and other possible wet locations including exterior doors with a water-repellent preservative treatment and so marketed at the manufacturer's plant.

2.3.4 Adhesives and Bonds

SECTION 08 14 00 Page 6

ANSI/WDMA I.S.1A. Use Type I bond for exterior doors and Type II bond for interior doors. Provide a nonstaining adhesive on doors with a natural finish.

2.3.5 Prefitting

Provide factory [prefinished] [finished] [and] factory prefitted doors for the specified hardware, door frame and door-swing indicated. Machine and size doors at the factory by the door manufacturer in accordance with the standards under which the doors are produced and manufactured. The work includes sizing, beveling edges, mortising, and drilling for hardware and providing necessary beaded openings for glass and louvers. Provide the door manufacturer with the necessary hardware samples, and frame and hardware schedules to coordinate the work.

2.3.6 Finishes

2.3.6.1 Field Painting or Staining

Factory prime or seal doors, and field paint or stain to match existing doors remaining in building.

2.3.6.2 Factory Finish

Provide doors finished at the factory by the door manufacturer as follows:

NAAWS 3.1 Section 1500, specification for System No. 4 Conversion varnish alkyd urea or System No. 5 Vinyl catalyzed. WDMA System TR-8 (UV cured acrylated polyester/urethane) or TR-2 (catalyzed lacquer) or TR-4 (conversion varnish) factory finish systems that utilize water-based stains and finishes with ultraviolet UV protection. The coating is NAAWS

3.1 premium, medium rubbed sheen, open grain effect. Use stain when required to produce the finish specified for color. Seal edges, cutouts, trim, and wood accessories, and apply two coats of finish compatible with the door face finish. Touch-up finishes that are scratched or marred, or where exposed fastener holes are filled, in accordance with the door manufacturer's instructions. Match color and sheen of factory finish using materials compatible for field application. Factory finish shall match existing doors remaining in building

3.1 INSTALLATION

Do not install building construction materials that show visual evidence of biological growth.

Before installation, seal top and bottom edges of doors with the approved water-resistant sealer. Seal cuts made on the job immediately after cutting using approved water-resistant sealer. Fit, trim, and hang doors with a 2 mm 1/16 inch minimum, 3 mm 1/8 inch maximum clearance at sides and top, and a 5 mm 3/16 inch minimum, 6 mm 1/4 inch maximum clearance over thresholds. Provide 10 mm 3/8 inch minimum, 11 mm 7/16 inch maximum clearance at bottom where no threshold occurs. Bevel edges of doors at the rate of 3 mm in 50 mm 1/8 inch in 2 inch. Door warp must not exceed 6 mm 1/4 inch when measured in accordance with ANSI/WDMA I.S.1A.

3.1.1 Fire[ and Smoke] Doors

Install fire doors in accordance with NFPA 80. [Install smoke doors in accordance with NFPA 105. Do not paint over labels.

SECTION 08 14 00 Page 7

SECTION 21 13 00.00 40 Page 1

DIVISION 21 - FIRE SUPPRESSION

SECTION 21 13 00.00 40

FIRE-SUPPRESSION SPRINKLER SYSTEMS

08/13, CHG 1: 11/14

1.2 ADMINISTRATIVE REQUIREMENTS

1.3 SUBMITTALS

1.4 PREDICTIVE TESTING AND INSPECTION TECHNOLOGY REQUIREMENTS

PART 2 PRODUCTS

2.1 SYSTEM DESCRIPTION

2.2 EQUIPMENT

2.2.1 Aboveground Piping Materials

2.2.1.1 Type BCS - Black Carbon Steel

2.2.2 Supporting Elements

2.2.2.1 Building-Structure Attachments

2.2.2.2 Horizontal-Pipe Attachments

2.2.2.3 Vertical-Pipe Attachments

2.2.2.4 Hanger Rods and Fixtures

2.2.2.5 Supplementary Steel

2.2.3 Riser Alarm Equipment

2.2.3.1 Wet-Pipe Alarm Check Valve

2.2.3.2 Standard Check Valve

2.2.3.3 Dry-Pipe Alarm Check Valve

2.2.3.4 Water-Flow Alarm Device

2.2.4 Painting

2.3 MATERIALS

2.3.1 Pipe-Thread Compounds

PART 3 EXECUTION

3.1 PREPARATION

3.1.1 Painting

3.2 INSTALLATION

3.2.1 Aboveground Piping-Systems Installation

3.2.2 Sound Stopping

3.3 FIELD QUALITY CONTROL

3.3.1 Fire-Protection System Identification

3.3.1.1 Diagrams

SECTION 21 13 00.00 40 Page 2

SECTION 21 13 00.00 40

FIRE-SUPPRESSION SPRINKLER SYSTEMS

08/13, CHG 1: 11/14

extent referenced. The publications are referred to within the text by the basic designation only.

AMERICAN IRON AND STEEL INSTITUTE (AISI)

AISC/AISI 121 (2007) Standard Definitions for Use in the

Design of Steel Structures

AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME)

ASME A112.18.1/CSA B125.1 (2018) Plumbing Supply Fittings

ASME B16.1 (2020) Gray Iron Pipe Flanges and Flanged

Fittings Classes 25, 125, and 250

ASME B16.3 (2016) Malleable Iron Threaded Fittings, Classes 150 and 300

ASME B16.4 (2016) Standard for Gray Iron Threaded

Fittings; Classes 125 and 250

ASME B16.9 (2018) Factory-Made Wrought Buttwelding Fittings

ASME B16.34 (2017) Valves - Flanged, Threaded and

Welding End

ASME B16.39 (2020) Standard for Malleable Iron Threaded Pipe Unions; Classes 150, 250, and 300

ASME B31.1 (2020) Power Piping

AMERICAN WATER WORKS ASSOCIATION (AWWA)

AWWA C104/A21.4 (2016) Cement-Mortar Lining for Ductile-Iron Pipe and Fittings for Water

AWWA C110/A21.10 (2012) Ductile-Iron and Gray-Iron Fittings for Water

AWWA C111/A21.11 (2017) Rubber-Gasket Joints for Ductile-Iron Pressure Pipe and Fittings

AWWA C151/A21.51 (2017) Ductile-Iron Pipe, Centrifugally

Cast

SECTION 21 13 00.00 40 Page 3

ASTM A53/A53M (2020) Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless

ASTM A126 (2004; R 2019) Standard Specification for

Gray Iron Castings for Valves, Flanges, and Pipe Fittings

ASTM A135/A135M (2009; R2014) Standard Specification for

Electric-Resistance-Welded Steel Pipe

ASTM A183 (2014; R 2020) Standard Specification for Carbon Steel Track Bolts and Nuts

ASTM A197/A197M (2000; R 2019) Standard Specification for

Cupola Malleable Iron

ASTM A234/A234M (2019) Standard Specification for Piping Fittings of Wrought Carbon Steel and Alloy Steel for Moderate and High Temperature Service

ASTM A307 (2014; E 2017) Standard Specification for

Carbon Steel Bolts, Studs, and Threaded Rod 60 000 PSI Tensile Strength

ASTM A563 (2015) Standard Specification for Carbon and Alloy Steel Nuts

ASTM A563M (2007; R 2013) Standard Specification for Carbon and Alloy Steel Nuts (Metric)

ASTM A568/A568M (2019a) Standard Specification for Steel, Sheet, Carbon, Structural, and High-Strength, Low-Alloy, Hot-Rolled and Cold-Rolled, General Requirements for

ASTM A1008/A1008M (2020) Standard Specification for Steel, Sheet, Cold-Rolled, Carbon, Structural, High-Strength Low-Alloy, High-Strength Low-Alloy with Improved Formability, Solution Hardened, and Bake Hardenable

ASTM B370 (2012; R 2019) Standard Specification for

Copper Sheet and Strip for Building Construction

ASTM B749 (2020) Standard Specification for Lead and

Lead Alloy Strip, Sheet and Plate Products

ASTM C592 (2016) Standard Specification for Mineral Fiber Blanket Insulation and Blanket-Type Pipe Insulation (Metal-Mesh Covered) (Industrial Type)

ASTM C920 (2018) Standard Specification for

Elastomeric Joint Sealants

ASTM D2000 (2018) Standard Classification System for Rubber Products in Automotive Applications

SECTION 21 13 00.00 40 Page 4

FM GLOBAL (FM)

FM APP GUIDE (updated on-line) Approval Guide http://www.approvalguide.com/

INTERNATIONAL ORGANIZATION FOR STANDARDIZATION (ISO)

ISO 898-1 (2013) Mechanical Properties of Fasteners

Made of Carbon Steel and Alloy Steel — Part 1: Bolts, Screws and Studs with Specified Property Classes — Coarse Thread and Fine Pitch Thread

MANUFACTURERS STANDARDIZATION SOCIETY OF THE VALVE AND FITTINGS

INDUSTRY (MSS)

MSS SP-58 (2018) Pipe Hangers and Supports - Materials, Design and Manufacture, Selection, Application, and Installation

NATIONAL AERONAUTICS AND SPACE ADMINISTRATION (NASA)

RCBEA GUIDE (2004) NASA Reliability Centered Building and Equipment Acceptance Guide

NFPA 13 (2019; Errata 19-1; Errata 19-2; TIA 19-1;

TIA 19-2; TIA 19-3; TIA 19-4; Errata 19-3;

Errata 20-4; TIA 19-5; TIA 19-6) Standard for the Installation of Sprinkler Systems

NFPA 13E (2020) Recommended Practice for Fire

Department Operations in Properties Protected by Sprinkler and Standpipe Systems

NFPA 14 (2019; TIA 19-1) Standard for the

Installation of Standpipes and Hose Systems

NFPA 24 (2019; TIA 19-1) Standard for the Installation of Private Fire Service Mains and Their Appurtenances

NFPA 70 (2020; ERTA 20-1 2020; ERTA 20-2 2020; TIA

20-1; TIA 20-2; TIA 20-3; TIA 20-4)

National Electrical Code

NFPA 291 (2016) Recommended Practice for Fire Flow

Testing and Marking of Hydrants

NFPA 1961 (2013) Standard on Fire Hose

NFPA 1963 (2019) Standard for Fire Hose Connections

SOCIETY OF AUTOMOTIVE ENGINEERS INTERNATIONAL (SAE)

SAE AMS-STD-595A (2017) Colors used in Government Procurement

SECTION 21 13 00.00 40 Page 5

U.S. DEPARTMENT OF DEFENSE (DOD)

MIL-C-18480 (1982; Rev B; Notice 2 2009) Coating Compound, Bituminous, Solvent, Coal-Tar Base

MIL-STD-101 (2014; Rev C) Color Code for Pipelines and for Compressed Gas Cylinders

U.S. GENERAL SERVICES ADMINISTRATION (GSA)

FS FF-S-325 (Basic; Int Amd 3; Notices 3, 4)

Shield,Expansion; Nail, Expansion; and Nail, Drive Screw (Devices, Anchoring, Masonry)

FS WW-P-421 (Rev D; Notice 1) Pipe, Cast, Gray and

Ductile Iron, Pressure (For Water and Other Liquids)

UL 6 (2007; Reprint Sep 2019) UL Standard for

Safety Electrical Rigid Metal Conduit-Steel

UL 19 (2013) Lined Fire Hose and Hose Assemblies

SECTION 21 13 00.00 40 Page 6

1.2 ADMINISTRATIVE REQUIREMENTS

Conduct a survey of the work area and report any discrepancies in adjacent work areas or equipment to the contracting officer prior to commencement of work. Commencement of work constitutes acceptance of existing conditions.

1.3 SUBMITTALS

classification. Submittals not having a "G" or "S" classification are for Contractor Quality Control approval. When used, a code following the "G" classification identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

Record of Existing Conditions; G

Aboveground Piping Materials; G

Supporting Elements; G

Provide design analysis and calculations in accordance with NFPA 13.

Submit connection diagrams indicating the relations and connections of the new devices and programming.

2.1 SYSTEM DESCRIPTION

Ensure fire-protection system materials and equipment provided under this section conform to the requirements of Underwriters Laboratories (UL) or the Factory Mutual (FM APP GUIDE).

Products with UL label or seal or listing in UL 6, and products with FM label or listed in the FM APP GUIDE are acceptable fire-protection system materials and equipment. Furnish materials and equipment compatible with existing system.

2.2 EQUIPMENT

2.2.1 Aboveground Piping Materials

2.2.1.1 Type BCS - Black Carbon Steel

Pipe DN6 through DN40 1/8 through 1-1/2 inches: Schedule 40 furnace butt weld black-carbon steel conforming to ASTM A53/A53M, or ASTM A135/A135M, Type F furnace butt welded; Schedule 10 conforming to ASTM A135/A135M, Grade B.

Standard pipe couplings: Extra-heavy screwed black steel.

Grooved pipe couplings (all sizes): 1207 kilopascal 175-psig minimum working pressure with a housing fabricated in two or more parts of black

SECTION 21 13 00.00 40 Page 7 malleable-iron castings. Provide coupling gasket molded of synthetic rubber, conforming to requirements of ASTM D2000. Provide coupling bolts that are oval-neck, track-head type with heavy hexagonal nuts, conforming to ASTM A183.

Fittings DN100 4 inches and under: 1207 kilopascal 175-psig working pressure, cast iron, screwed, conforming to ASTM A126, Class A, and

ASME B16.4.

Grooved fittings (all sizes): 1207 kilopascal ensure 175-psig working pressure fittings used with grooved couplings are fabricated of black malleable-iron castings. If a manufacturer's standard-size malleable-iron fitting pattern is not available, use fabricated fittings. Fabricate fittings from Grade B seamless-steel pipe and long-radius seamless welding fittings, with wall thickness to match pipe, conforming to ASTM A234/A234M and ASME B16.9.Type GCS - Galvanized Carbon Steel

Pipe DN15 through DN250 1/2 through 10 inches and where indicated):

Schedule 40 seamless or electric resistant welded galvanized steel conforming to ASTM A53/A53M, Type E (electric-resistance welded) or Type S (seamless). Type F (furnace butt welded continuous welded) is acceptable for sizes less than DN50 2 inches.

Fittings (all sizes): 1034 kilopascal 150-psig working pressure banded, galvanized, malleable, screwed, conforming to ASTM A197/A197M and

ASME B16.3.

Grooved pipe couplings (all sizes): 1207 kilopascal 175-psig minimum working pressure with a housing fabricated in two or more parts of galvanized malleable-iron castings. Provide coupling gasket molded of synthetic rubber, conforming to requirements of ASTM D2000. Ensure coupling bolts are oval-neck, track-head type with heavy hexagonal nuts, conforming to ASTM A183.

Grooved fittings (all sizes): 1207 kilopascal ensure 175-psig working pressure fittings used with grooved couplings are fabricated of galvanized malleable-iron castings. If a manufacturer's standard-size malleable-iron fitting pattern is not available, use fabricated fittings. Fabricate fittings from Grade B seamless steel pipe and long-radius seamless welding fittings, with wall thickness to match pipe, conforming to ASTM A234/A234M and ASME B16.9.

Unions DN50 2 inches and under): 2070 kilopascal 300-psig working pressure female, screwed, galvanized malleable iron, with brass-to-seat and ground joint.

2.2.2 Supporting Elements

Provide piping system components and miscellaneous supporting elements, including, but not limited to, building-structure attachments;

supplementary steel; hanger rods, stanchions, and fixtures; vertical-pipe attachments; horizontal-pipe attachments; restraining anchors; and guides. Ensure supporting elements are suitable for stresses imposed by systems pressures and temperatures, natural, and other external forces.

Provide FM approved or UL listed supporting elements conforming to ASME B31.1, MSS SP-58, and ASME B16.34.

2.2.2.1 Building-Structure Attachments

For cast-in floor-mounted equipment-anchor devices, ensure adjustable

SECTION 21 13 00.00 40 Page 8 positions are available.

Do not use powder-actuated anchoring devices to support mechanical-systems components.

a. Anchor Devices, Concrete and Masonry

(1) Ensure anchor devices conform to FS FF-S-325:

(2) Group I: Shield, expansion (lead, bolt, and stud anchors)

(3) Group II: Shield, expansion (bolt anchors), Type 2, Class 2, Style 1 or 2

(4) Group III: Shield, expansion (self drilling tubular expansion shell bolt anchors

b. Beam Clamps

(1) Provide center-loading beam clamps, Types 21, 28, 29, and 30, UL listed, cataloged, and load-rated commercially manufactured products.

(2) Use Type 20 beam clamps for pipe DN50 2 inches and under.

(3) Use two Type 25 beam clamps per point of pipe support.

c. C-Clamps

(1) Ensure C-clamps are used to support piping sizes DN40 1-1/2 nches and smaller.Use FM approved and UL listed C-clamps, with hardened cup-tip setscrew, locknut, and retaining strap.

Retaining-strap section cannot be less than 6 by 25 millimeter 1/8 by 1 inch. Beam-flange thickness to which clamps are attached cannot exceed 15 millimeter 0.60 inch.

d. Concrete Inserts

(1) Construct concrete inserts in accordance with the requirements of

MSS SP-58 for Type 18 and ASME B16.34. When applied to piping in sizes DN50 2-inch iron pipe size (ips) and larger, and where otherwise required by imposed loads, insert and wire a 300 millimeter length of 15 millimeter 1-foot length of 1/2-inch reinforcing rod through wing slots.

2.2.2.2 Horizontal-Pipe Attachments

a. Single Pipes

(1) Support piping in sizes up to and including DN50 2-inch ips by using Type 1, 5, 6, 7, 9, 10, 11, or 12 solid, split-ring, or band type attachments.

(2) Support piping in sizes DN65 2-1/2 inches and larger by using

Type 1, 2, 3, or 4 attachments or with Type 41 or Type 49 pipe

SECTION 21 13 00.00 40 Page 9 rolls.

b. Parallel Fire-Protection Pipes

(1) Use trapeze hangers fabricated from approved structural steel shapes, with U-bolts, when so specified. Ensure structural-steel shapes conform to supplementary steel requirements or the support is commercially available, approved proprietary-design rolled steel.

2.2.2.3 Vertical-Pipe…