B08_140L0625Q0012__Attachment_2_Specification.pdf

U.S. Department of the Interior Bureau of Land Management

Fillmore Field Office

Fillmore Administrative Site Repairs Specifications

Fillmore Field Office Millard County, Utah

March 2025

MARCH 2025 TABLE OF CONTENTS

FILLMORE ADMINISTRATIVE SITE REPAIRS 1

TABLE OF CONTENTS

SPECIFICATIONS ................................................................................................................ # OF PAGES

DIVISION 01 - GENERAL REQUIREMENTS

011000 SUMMARY

013100 PROJECT MANAGEMENT AND COORDINATION

013300 SUBMITTAL PROCEDURES

DIVISION 08 – OPENINGS

087100 DOOR HARDWARE

DIVISION 09 - FINISHES

090190.52 MAINTENANCE RE-PAINTING

DIVISION 22 – PLUMBING

220529 HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT

221116 DOMESTIC WATER PIPING

223100 DOMESTIC WATER SOFTENERS

223300 ELECTRIC, DOMESTIC WATER HEATERS

223400 FUEL FIRED, DOMESTIC WATER HEATERS

224213.13 COMMERCIAL WATER CLOSETS

224213.16 COMMERCIAL URINALS

DIVISION 26 – LIGHTING

265617 LIGHTING

END OF TABLE OF CONTENTS

MARCH 2025 SUMMARY

FILLMORE ADMINISTRATIVE SITE REPAIRS 011000-1

SECTION 011000 – SUMMARY

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Project information.

2. Work covered by Contract Documents.

3. Use of premises.

4. Public use of site.

5. Occupancy requirements.

6. Work restrictions.

7. Specification formats and conventions.

1.2 PROJECT INFORMATION

A. Project Identification: Fillmore Administrative Site Repairs

1. Project Location: Work will take place at the Bureau of Land Management Fillmore Field Office Site and will include work on the Field Office, Warehouse and Shop Buildings located at 95 East 500 North, Fillmore, Utah 84631.

B. Web-Based Project Software: Project software administered by Contractor will be used for purposes of managing communication and documents during the construction stage.

1. Web-Based Project Software shall be Procore software or equivalent capable of managing project documentation such as submittals, RFI’s, daily reports, and daily photos.

1.3 WORK COVERED BY CONTRACT DOCUMENTS

A. The Work consists of the following:

1. The Work includes providing all labor, materials, equipment, and supervision to repair/re-paint identified areas within the Fillmore Field Office, replace solid surface countertop bullnose sections, replace plumbing fixtures and add a water softening device along with new domestic cold water insulated piping, replace door hardware on select exterior doors, add safety door sensing devices on overhead doors, replace lighting and lamps throughout the Field Office Site.

B. Project will be constructed under a single prime contract.

FILLMORE ADMINISTRATIVE SITE REPAIRS 011000-2

1.4 USE OF PREMISES

A. Limit use of premises to work in areas indicated on the project drawings. Do not disturb portions of Project site beyond areas in which the Work is indicated.

1. Limits: Confine constructions operations to the areas specifically identified on the project drawings.

2. Government Occupancy: Allow for Government occupancy of Project site and use by the public. Government personnel will be continuously occupying areas of the building immediately adjacent to the work area. Conduct work in a manner that will minimize needs for disruption of normal Government operations. Provide minimum 72 hours advance notice to Contracting Officer of activities that will impact normal Government operations.

Secure Contracting Officer's written approval of activities that will impact normal Government operations to avoid delays in overall construction and permit proper installation or work.

3. Driveways and Entrances: Keep driveways and entrances serving premises clear and available to Government, Government employees, and emergency vehicles at all times. Do not use these areas for parking or storage of materials.

a. Schedule deliveries to minimize use of driveways and entrances.

b. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on-site.

B. Use of Existing Buildings: Maintain existing buildings in a weathertight condition throughout construction period. Repair damage caused by construction operations. Protect building and its occupants during construction period.

1.5 PUBLIC USE OF SITE

A. Contractor shall at all times conduct his operations to ensure the least inconvenience to the public.

1.6 OCCUPANCY REQUIREMENTS

A. Full Government Occupancy: Government will occupy site and existing buildings during entire construction period. Cooperate with Government during construction operations to minimize conflicts and facilitate Government usage. Perform the Work so as not to interfere with Government day-to-day operations. Maintain existing exits, unless otherwise indicated.

1. Maintain access to existing walkways, corridors, and other adjacent occupied or used facilities. Do not close or obstruct walkways, corridors, or other occupied or used facilities without written permission from Government and authorities having jurisdiction.

FILLMORE ADMINISTRATIVE SITE REPAIRS 011000-3

1.7 WORK RESTRICTIONS

A. On-Site Work Hours: Work shall be performed from 7:00 a.m. to 5:30 p.m., Monday through Friday, except when otherwise indicated.

1. Weekend Hours: Upon approval of the Contracting Officer.

B. Work on Saturdays, Sundays, Federal holidays or at night may not be performed without prior consent from the Contracting Officer. Submit requests 24 hours in advance of the work to the Contracting Officer for approval.

C. No signs or advertisements (except those specified) shall be displayed on the construction site or within the premises unless approved by the Contracting Officer.

D. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Government or others unless permitted under the following conditions and then only after arranging to provide temporary utility services according to requirements indicated:

1. Notify Contracting Officer not less than two (2) days in advance of proposed utility interruptions.

2. Do not proceed with utility interruptions without Contracting Officer’s written permission.

E. Smoking is not permitted within the building or within 25 feet of entrances, operable windows, or outdoor air intakes.

1.8 SPECIFICATION FORMATS AND CONVENTIONS

A. Specification Format: The Specifications are organized into Divisions and Sections using the CSI/CSC's "MasterFormat" numbering system.

1. Division 01 – General Requirements: Sections in Division 01 govern the execution of the Work of all Sections in the Specifications.

a. The words "shall," "shall be," or "shall comply with," depending on the context, are implied where a colon (:) is used within a sentence or phrase.

B. Terminology: All references to “Owner” shall be replaced with the term “Government” or “Contracting Officer” (when referring to the person acting for the Government). All references to “Architect” shall be replaced with the term “Contracting Officer”.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION 011000

MARCH 2025 PROJECT MANAGEMENT AND COORDINATION

FILLMORE ADMINSTRATIVE SITE REPAIRS 013100-1

SECTION 013100 – PROJECT MANAGEMENT AND COORDINATION

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes administrative provisions for coordinating construction operations on Project including, but not limited to, the following:

1. Definitions.

2. Informational submittals.

3. Coordination procedures.

4. Project meetings.

5. Requests for Interpretation (RFIs).

6. Digital project management procedures.

7. Environmental coordination.

8. Permits.

1.2 DEFINITIONS

A. Request for Interpretation (RFI): Request from Contractor seeking interpretation or clarification of the Contract Documents.

1.3 SUBMITTALS

1. Submittals shall be according to Section 013300

1.4 COORDINATION PROCEDURES

A. Coordinate construction operations included in different Sections of the Specifications to ensure efficient and orderly installation of each part of the Work. Coordinate construction operations, included in different Sections that depend on each other for proper installation, connection, and operation.

1. Schedule construction operations in sequence required to obtain the best results where installation of one part of the Work depends on installation of other components, before or after its own installation.

2. Coordinate installation of different components with other contractors to ensure maximum accessibility for required maintenance, service, and repair.

1.5 PROJECT MEETINGS

A. General: Schedule and conduct meetings and conferences at Project site, unless otherwise indicated.

FILLMORE ADMINSTRATIVE SITE REPAIRS 013100-2

1. Attendees: Inform participants and others involved, and individuals whose presence is required, of date and time of each meeting. Notify Contracting Officer of scheduled meeting dates and times.

2. Agenda: Prepare the meeting agenda. Distribute the agenda to all invited attendees.

3. Minutes: Record significant discussions and agreements achieved. Distribute the meeting minutes to everyone concerned, including Contracting Officer, within three (3) days of the meeting.

B. Preconstruction Conference: Schedule a preconstruction conference before starting construction, at a time convenient to Contracting Officer, but no later than fifteen (15) days after execution of the Agreement. Hold the conference at Project site or another convenient location. Conduct the meeting to review responsibilities and personnel assignments, review required work, project drawings, specifications, construction schedules, payroll, payments, and administrative provisions of the Contract. Be prepared to summarize and explain procedures planned for the project and present specified preconstruction submittals.

1. Attendees: Authorized representatives of Government, Architect, and their consultants;

Contractor and its superintendent; major subcontractors; suppliers; and other concerned parties shall attend the conference. All participants at the conference shall be familiar with Project and authorized to conclude matters relating to the Work. The mechanical and electrical subcontractors attendance will be required.

2. Agenda: Discuss items of significance that could affect progress, including the following:

a. Tentative construction schedule.

b. Critical work sequencing and long-lead items.

c. Designation of key personnel and their duties.

d. Procedures for processing field decisions and Modifications.

e. Procedures for RFIs.

f. Procedures for testing and inspecting.

g. Procedures for processing Applications for Payment.

h. Distribution of the Contract Documents.

i. Submittal procedures.

j. Use of the premises and existing building.

k. Work restrictions.

l. Government occupancy requirements.

m. Parking availability.

n. Office, work, and storage areas.

o. Equipment deliveries and priorities.

p. First aid.

q. Security.

r. Progress cleaning.

s. Working hours.

3. Minutes: Record and distribute meeting minutes.

C. Progress Meetings: Conduct progress meetings at weekly intervals. Hold the meetings at the project site. Coordinate dates of meetings with preparation of payment requests. Additional progress meetings may be requested by either the Contracting Officer or Contractor.

FILLMORE ADMINSTRATIVE SITE REPAIRS 013100-3

1. Attendees: In addition to representatives of Government, each contractor, subcontractor, supplier, and other entity concerned with current progress or involved in planning, coordination, or performance of future activities shall be represented at these meetings. All participants at the conference shall be familiar with Project and authorized to conclude matters relating to the Work.

2. Agenda: Review and correct or approve minutes of previous progress meeting. Review other items of significance that could affect progress. Include topics for discussion as appropriate to status of Project.

a. Contractor's Construction Schedule: Review progress since the last meeting.

Determine whether each activity is on time, ahead of schedule, or behind schedule, in relation to Contractor's Construction Schedule. Determine how construction behind schedule will be expedited; secure commitments from parties involved to do

so. Discuss whether schedule revisions are required to ensure that current and subsequent activities will be completed within the Contract Time.

1) Review schedule for next period.

b. Minutes: Record the meeting minutes.

c. Reporting: Distribute minutes of the meeting to each party present and to parties who should have been present.

d. Schedule Updating: Revise Contractor's Construction Schedule after each progress meeting where revisions to the schedule have been made or recognized. Issue revised schedule concurrently with the report of each meeting.

1.6 REQUESTS FOR INTERPRETATION (RFIs)

A. Procedure: Immediately on discovery of the need for interpretation of the Contract Documents, and if not possible to request interpretation at Project meeting, prepare and submit an RFI in the form specified.

1. RFIs shall originate with Contractor. RFIs submitted by entities other than Contractor will be returned with no response.

2. Coordinate and submit RFIs in a prompt manner so as to avoid delays in Contractor's work or work of subcontractors.

B. Content of the RFI: Include a detailed, legible description of item needing interpretation and the following:

1. Project name.

2. Date.

3. Name of Contractor.

4. Name of Contracting Officer

5. RFI number, numbered sequentially.

6. Specification Section number and title and related paragraphs, as appropriate.

7. Drawing number and detail references, as appropriate.

8. Field dimensions and conditions, as appropriate.

9. Contractor's suggested solution(s). If Contractor's solution(s) impact the Contract Time or the Contract Sum, Contractor shall state impact in the RFI.

10. Contractor's signature.

FILLMORE ADMINSTRATIVE SITE REPAIRS 013100-4

11. Requested date for response.

12. Attachments: Include drawings, descriptions, measurements, photos, Product Data, Shop

Drawings, and other information necessary to fully describe items needing interpretation.

Include dimensions, thicknesses, structural grid references, and details of affected materials, assemblies, and attachments on attached sketches.

C. Contracting Officer's Action: Contracting Officer will review each RFI, determine action required, and return it. Allow 5 five calendar days for Contracting Officer's response for each RFI. RFIs received after 1:00 p.m. will be considered as received the following working day.

1. The following RFIs will be returned without action:

a. Requests for approval of submittals.

b. Requests for approval of substitutions.

c. Requests for approval of Contractor’s means and methods.

d. Requests for coordination information already indicated in the Contract Documents.

e. Requests for adjustments in the Contract Time or the Contract Sum.

f. Requests for interpretation of Contracting Officer's actions on submittals.

g. Incomplete RFIs or RFIs with numerous errors.

2. Contracting Officer's action may include a request for additional information, in which case Contracting Officer's time for response will start again.

1.7 DIGITAL PROJECT MANAGEMENT PROCEDURES

A. Web-Based Project Software: Provide, administer, and use web-based Project software site for purposes of hosting and managing Project communication and documentation until Final Completion.

1. Web-based Project software site includes, at a minimum, the following features:

a. Compilation of Project data, including Contractor, subcontractors, Architect, architect's consultants, Government/Contracting Officer, and other entities involved in Project. Include names of individuals and contact information.

b. Access control for each entity for each workflow process, to determine entity's digital rights to create, modify, view, and print documents.

c. Document workflow planning, allowing customization of workflow between project entities.

d. Creation, logging, tracking, and notification for Project communications required in other Specification Sections, including, but not limited to, RFIs, submittals, and Modifications.

e. Track status of each Project communication in real time, and log time and date when responses are provided.

f. Procedures for handling PDFs or similar file formats, allowing markups by each entity. Provide security features to lock markups against changes once submitted.

g. Creating and distributing meeting minutes.

h. Document management for Drawings, Specifications, and coordination drawings, including revision control.

i. Management of construction progress photographs.

FILLMORE ADMINSTRATIVE SITE REPAIRS 013100-5

j. Mobile device compatibility, including smartphones and tablets.

k. <Insert description of software feature>.

2. At completion of Project, provide digital archive in format that is readable by common desktop software applications in format acceptable to Contracting Officer. Provide data in locked format to prevent further changes.

3. Provide one of ]the following web-based Project software packages under their current published licensing agreements:

a. Autodesk; Constructware.

b. Corecon Technologies, Inc.

c. Meridian Systems; Prolog.

d. Newforma, Inc.

e. Procore Technologies, Inc.

f. Viewpoint, Inc.; Viewpoint for Project Collaboration.

B. PDF Document Preparation: Where PDFs are required to be submitted to Architect, prepare as follows:

1. Assemble complete submittal package into a single indexed file incorporating submittal requirements of a single Specification Section and transmittal form with links enabling navigation to each item.

2. Name file with submittal number or other unique identifier, including revision identifier.

3. Certifications: Where digitally submitted certificates and certifications are required, provide a digital signature with digital certificate on where indicated.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION 013100

MARCH 2025 SUBMITTAL PROCEDURES

FILLMORE ADMINSTRATIVE SITE REPAIRS 013300-1

SECTION 013300 – SUBMITTAL PROCEDURES

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes administrative and procedural requirements for submitting Shop Drawings, Product Data, Samples, Design Computations, and other submittals.

B. See Division 01 Section "Construction Progress Documentation" for submitting schedules and reports, including Contractor's Construction Schedule.

1.2 DEFINITIONS

A. Action Submittals: Written and graphic information that requires Contracting Officer's responsive action.

B. Informational Submittals: Written information that does not require Contracting Officer's responsive action. Submittals may be rejected for not complying with requirements.

C. File Transfer Protocol (FTP): Communications protocol that enables transfer of files to and from another computer over a network and that serves as the basis for standard Internet protocols. An FTP site is a portion of a network located outside of network firewalls within which internal and external users are able to access files.

D. Portable Document Format (PDF): An open standard file format licensed by Adobe Systems used for representing documents in a device-independent and display resolution-independent fixed-layout document format.

1.3 SUBMITTAL PROCEDURES

A. Coordination: Coordinate preparation and processing of submittals with performance of construction activities.

1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity.

2. Coordinate transmittal of different types of submittals for related parts of the Work so processing will not be delayed because of need to review submittals concurrently for coordination.

a. Contracting Officer reserves the right to withhold action on a submittal requiring coordination with other submittals until related submittals are received.

FILLMORE ADMINSTRATIVE SITE REPAIRS 013300-2

B. Submittals Schedule: Comply with requirements in Division 01 Section "Construction Progress Documentation" for list of submittals and time requirements for scheduled performance of related construction activities.

C. Processing Time: Allow enough time for submittal review, including time for resubmittals, as follows. Time for review shall commence on Contracting Officer's receipt of submittal. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing, including resubmittals.

1. Initial Review: Allow 10 ten calendar days for initial review of each submittal. Allow additional time if coordination with subsequent submittals is required. Contracting Officer will advise Contractor when a submittal being processed must be delayed for coordination.

2. Intermediate Review: If intermediate submittal is necessary, process it in same manner as initial submittal.

3. Resubmittal Review: Allow 5 five calendar days for review of each resubmittal.

D. Paper Submittals:

1. Place a permanent label or title block on each submittal for identification; include name of firm or entity that prepared each submittal on label or title block.

2. Provide a space approximately [6 by 8 inches] <Insert size> on label or beside title block to record Contractor's review and approval markings and action taken by Contracting Officer.

3. Include the following information on label for processing and recording action taken:

a. Project name.

b. Date.

c. Name and address of Architect.

d. Name and address of Contractor.

e. Name and address of subcontractor.

f. Name of firm or entity that prepared submittal.

g. Name and address of supplier.

h. Name of manufacturer.

i. Submittal number or other unique identifier, including revision identifier.

1) Submittal number shall use Specification Section number followed by a decimal point and then a sequential number (e.g., 061000.01). Resubmittals shall include an alphabetic suffix after another decimal point (e.g., 061000.01.A). Work schedule and value schedules shall be numbers

01000.01 and 01000.02.

j. Number and title of appropriate Specification Section.

k. Drawing number and detail references, as appropriate.

l. Location(s) where product is to be installed, as appropriate.

m. Other necessary identification.

E. Cover Sheet: Use Contractors Cover Sheet for submittals.

1. Ensure that cover sheet includes following information:

FILLMORE ADMINSTRATIVE SITE REPAIRS 013300-3

a. Submittal Number

b. Contract Number

c. Specification section number and title, paragraph, and complete description of item being submitted. Be specific and clearly identify what is being submitted. When appropriate, reference a specific sheet and detail of the Drawings. Note multiple items individually.

d. Signature and date.

e. Name and telephone number of individual to contact for further information, if other than Contractor.

2. Submitted Information: Link submittal to cover sheet by contract number, project name, and submittal number. Stamp is recommended, but may be hand-written on each copy;

ensure submittal stamp includes project name and contract number and blank space in which to write submittal number. Stamp or write this information on all copies.

F. Mechanical and Electrical: Deliver catalogs or pages and tables for mechanical and electrical items in one complete mechanical package and one complete electrical package. Incomplete packages will be retained until all items are received. Shop drawings may be submitted separately.

Submit the following additional data:

1. Rough-in data and dimensions.

2. Motor characteristics and wiring diagrams.

3. Performance curves and rated capacities.

4. Operation characteristics.

G. Deviations: Highlight, encircle, or otherwise specifically identify deviations from the Contract Documents on submittals.

H. Approved Equals:

1. For each item proposed as an “or approved equal,” submit supporting data, including:

a. Drawings and samples as appropriate.

b. Comparison of the characteristics of the proposed item with that specified.

c. Changes required in other elements of the work because of the substitution.

d. Name, address, and telephone number of vendor.

e. Manufacturer’s literature regarding installation, operation, and maintenance, including schematics for electrical and hydraulic systems, lubrication requirements, and parts lists. Describe availability of maintenance service, and state source of replacement materials.

2. A request for approval constitutes a representation that Contractor:

a. Has investigated the proposed item and determined that it is equal or superior in all respects to that specified.

b. Will provide the same warranties for the proposed item as for the item specified.

c. Has determined that the proposed item is compatible with interfacing items.

d. Will coordinate the installation of an approved item and make all changes required in other elements of the work because of the substitution.

FILLMORE ADMINSTRATIVE SITE REPAIRS 013300-4

e. Waives all claims for additional expenses that may be incurred as a result of the substitution.

I. Electronic Submittals: Prepare submittals as PDF package, incorporating complete information into each PDF file. Name PDF file with submittal number.

J. Submittals for Web-Based Project Software: Prepare submittals as PDF files, or other format indicated by Project software website.

K. Additional Copies: Unless additional copies are required for final submittal, and unless Contracting Officer observes noncompliance with provisions in the Contract Documents, initial submittal may serve as final submittal.

L. Transmittal: Package each submittal individually and appropriately for transmittal and handling.

Transmit each submittal using a transmittal form. Contracting Officer will return submittals, without review received from sources other than Contractor.

M. Resubmittals: Make resubmittals in same form and number of copies as initial submittal.

1. Note date and content of previous submittal.

2. Note date and content of revision in label or title block and clearly indicate extent of revision.

3. Resubmit submittals until they are marked "<Insert approval notation from Contracting

Officer's action stamp>."

N. Distribution: Furnish copies of final submittals to manufacturers, subcontractors, suppliers, fabricators, installers, authorities having jurisdiction, and others as necessary for performance of construction activities. Show distribution on transmittal forms.

O. Use for Construction: Use only final submittals with mark indicating "“Approved” or “Approved with notations”. taken by Contracting Officer.

1.4 ACTION SUBMITTALS

A. Prepare and submit Action Submittals required by individual Specification Sections.

B. Product Data: Collect information into a single submittal for each element of construction and type of product or equipment.

1. If information must be specially prepared for submittal because standard printed data are not suitable for use, submit as Shop Drawings, not as Product Data.

2. Mark each copy of each submittal to show which products and options are applicable.

3. Include the following information, as applicable:

a. Manufacturer's written recommendations.

b. Manufacturer's product specifications.

c. Manufacturer's installation instructions.

d. Manufacturer's catalog cuts.

e. Wiring diagrams showing factory-installed wiring.

FILLMORE ADMINSTRATIVE SITE REPAIRS 013300-5

f. Printed performance curves.

g. Operational range diagrams.

h. Compliance with specified referenced standards.

i. Testing by recognized testing agency.

j. Standard color charts

k. Availability and delivery time information

l. Clearances required to other construction, if not indicated on accompanying Shop

Drawings

4. Number of Copies: Submit one 1 copy of Product Data, unless otherwise indicated.

Contracting Officer will return one 1 copy. Mark up and retain one returned copy as a Project Record Document.

C. Samples: Submit Samples for review of kind, color, pattern, and texture for a check of these characteristics with other elements and for a comparison of these characteristics between submittal and actual component as delivered and installed.

1. Transmit Samples that contain multiple, related components such as accessories together in one submittal package.

2. Identification: Attach label on unexposed side of Samples that includes the following:

a. Project name and submittal number

b. Generic description of Sample.

c. Product name and name of manufacturer.

d. Sample source.

e. Number and title of applicable Specification Section.

f. Specification paragraph number and generic name of each item

g. Locations of use.

h. Number and title of appropriate Specification Section.

3. Email Transmittal: Provide PDF transmittal. Include digital image file illustrating Sample characteristics, and identification information for record.

4. Web-Based Project Software: Prepare submittals in PDF form, and upload to web-based Project software website. Enter required data in web-based software site to fully identify submittal.

5. Paper Transmittal: Include paper transmittal including complete submittal information indicated.

6. Disposition: Maintain sets of approved Samples at Project site, available for quality-control comparisons throughout the course of construction activity. Sample sets may be used to determine final acceptance of construction associated with each set.

7. Samples for Initial Selection: Submit manufacturer's color charts consisting of units or sections of units showing the full range of colors, textures, and patterns available. Color selections will be made only after all related color samples have been received.

a. Number of Samples: Submit one 1 full set(s) of available choices where color, pattern, texture, or similar characteristics are required to be selected from manufacturer's product line. Contracting Officer will return submittal with options selected.

FILLMORE ADMINSTRATIVE SITE REPAIRS 013300-6

8. Samples for Verification: Submit full-size units or Samples of size indicated, prepared from same material to be used for the Work, cured and finished in manner specified, and physically identical with material or product proposed for use, and that show full range of color and texture variations expected. Samples include, but are not limited to, the following: partial sections of manufactured or fabricated components; small cuts or containers of materials; complete units of repetitively used materials; swatches showing color, texture, and pattern; color range sets; and components used for independent testing and inspection.

a. Number of Samples: Submit one 1 set of Samples.

D. Submittals Schedule: Comply with requirements specified in Division 01 Section "Construction Progress Documentation."

1.5 INFORMATIONAL SUBMITTALS

A. Prepare and submit Informational Submittals required by other Specification Sections.

1. Number of Copies: Submit one 1 copy of each submittal, unless otherwise indicated.

Contracting Officer will not return copies.

2. Certificates and Certifications: State that the named product conforms to the Contract requirements. Submit certificate with a certified copy of test results, or certify that such test results are on file with the manufacturer and will be furnished to Contracting Officer upon request. Provide name and address of manufacturer, testing agency, and date of tests.

The certificate shall set forth the means of identification which will permit field determination of the product delivered as being the product covered by the certification.

B. Coordination Drawings: Comply with requirements specified in Division 01 Section "Project Management and Coordination."

C. Conformance Certificates: Prepare written certification that material complies with Contract Documents. Include evidence prior to sampling and testing.

D. Installer Certificates: Prepare written statements on manufacturer's letterhead certifying that Installer complies with requirements in the Contract Documents and, where required, is authorized by manufacturer for this specific Project.

E. Manufacturer Certificates: Prepare written statements on manufacturer's letterhead certifying that manufacturer complies with requirements in the Contract Documents. Include evidence of manufacturing experience where required.

F. Product Certificates: Prepare written statements on manufacturer's letterhead certifying that product complies with requirements in the Contract Documents.

G. Material Certificates: Prepare written statements on manufacturer's letterhead certifying that material complies with requirements in the Contract Documents.

FILLMORE ADMINSTRATIVE SITE REPAIRS 013300-7

H. Material Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting test results of material for compliance with requirements in the Contract Documents.

I. Product Test Reports: Prepare written reports indicating current product produced by manufacturer complies with requirements in the Contract Documents. Base reports on evaluation of tests performed by manufacturer and witnessed by a qualified testing agency, or on comprehensive tests performed by a qualified testing agency.

J. Maintenance Data: Prepare written and graphic instructions and procedures for operation and normal maintenance of products and equipment. Comply with requirements specified in Division 01 Section "Operation and Maintenance Data."

K. Manufacturer's Instructions: Prepare written or published information that documents manufacturer's recommendations, guidelines, and procedures for installing or operating a product or equipment. Include name of product and name, address, and telephone number of manufacturer.

L. Construction Photographs: Comply with requirements specified in Division 01 Section "Photographic Documentation."

1.6 CONTRACTING OFFICER'S ACTION

A. Action Submittals: Contracting Officer will review each submittal, make marks to indicate corrections or modifications required, and return it.

B. Informational Submittals: Contracting Officer will review each submittal and will not return it, or will return it if it does not comply with requirements. Contracting Officer will forward each submittal to appropriate party.

C. Partial submittals are not acceptable, will be considered nonresponsive, and will be returned without review.

D. Submittals not required by the Contract Documents may not be reviewed and may be discarded.

E. Written approval of submittals is indication that Contractor's submittals have been reviewed and there are no objections, except as noted.

F. Installation of material on basis of written approval of submittals shall not relieve Contractor of responsibility for incorporating material that conforms to requirements of Contract Documents.

G. Written approval of deviations shall apply only to those deviations or omissions from the requirements of Contract Documents brought to Contracting Officer's attention in writing.

H. After written approval of an item, Contractor may submit substitution for approval, if approved item cannot be purchased or delivered in time to avoid delay in completion of the project.

FILLMORE ADMINSTRATIVE SITE REPAIRS 013300-8

PART 2 - PRODUCTS (Not used)

PART 3 - EXECUTION (Not used)

END OF SECTION 013300

MARCH 2025 DOOR HARDWARE

FILLMORE ADMINISTRATIVE SITE REPAIRS 087100-1

SECTION 087100 - DOOR HARDWARE

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Mechanical door hardware for the following:

a. Swinging doors.

1.2 ACTION SUBMITTALS

A. Product Data: For each type of product.

1. Include construction details, material descriptions, dimensions of individual components and profiles, and finishes.

B. Samples: For each exposed product in each finish specified, in manufacturer's standard size.

1.3 QUALITY ASSURANCE

A. Installer Qualifications: Workers trained and approved by product manufacturer.

1.4 DELIVERY, STORAGE, AND HANDLING

A. Inventory door hardware on receipt and provide secure lock-up for door hardware delivered to Project site.

B. Hand deliver keys and permanent cores to COR.

1.5 WARRANTY

A. Special Warranty: Manufacturer agrees to repair or replace components of door hardware that fail in materials or workmanship within specified warranty period.

1. Failures include, but are not limited to, the following:

a. Structural failures including excessive deflection, cracking, or breakage.

b. Faulty operation of doors and door hardware.

c. Deterioration of metals, metal finishes, and other materials beyond normal weathering and use.

FILLMORE ADMINISTRATIVE SITE REPAIRS 087100-2

Warranty Period: Three years from date of Substantial Completion unless otherwise indicated below:

d. Exit Devices: Two years from date of Substantial Completion.

e. Manual Closers: Ten years from date of Substantial Completion.

PART 2 - PRODUCTS

2.1 MANUFACTURERS

A. Source Limitations: Obtain each type of door hardware from single manufacturer.

2.2 PERFORMANCE REQUIREMENTS

A. Fire-Rated Door Assemblies: Where fire-rated doors are indicated, provide door hardware complying with NFPA 80 that is listed and labeled by a qualified testing agency, for fire-protection ratings indicated, based on testing at positive pressure according to NFPA 252 or

UL 10C.

B. Means of Egress Doors: Latches do not require more than 15 lbf to release the latch. Locks do not require use of a key, tool, or special knowledge for operation.

C. Accessibility Requirements: For door hardware on doors in an accessible route, comply with the DOJ's "2010 ADA Standards for Accessible Design.

1. Provide operating devices that do not require tight grasping, pinching, or twisting of the wrist and that operate with a force of not more than 5 lbf.

2. Comply with the following maximum opening-force requirements:

a. Interior, Non-Fire-Rated Hinged Doors: 5 lbf applied perpendicular to door.

b. Fire Doors: Minimum opening force allowable by authorities having jurisdiction.

2.3 SCHEDULED DOOR HARDWARE

A. Provide products for each door that comply with requirements indicated in Part 2 and door hardware schedule.

1. Door hardware is scheduled on Drawings.

2.4 MECHANICAL LOCKS AND LATCHES

A. Lock Functions: As indicated in door hardware repair schedule.

B. Lock Throw: Comply with testing requirements for length of bolts required for labeled fire doors, and as follows:

FILLMORE ADMINISTRATIVE SITE REPAIRS 087100-3

1. Bored Locks: Minimum 1/2-inch latch-bolt throw.

C. Lock Backset: 2-3/4 inches unless otherwise indicated.

D. Lock Trim:

1. Description: Stainless Steel

2. Levers: Cast.

a. Hager 3580 Storeroom (F86) hardware, Withnell handle, Best Access Systems Small Interchangeable Core (6-pin) or approved equal.

b. Hager 3550 Office (F82A) hardware, Withnell handle, Best Access Systems Small Interchangeable Core (6-pin) or approved equal.

3. Escutcheons (Roses): Cast.

4. Dummy Trim: Match lever lock trim and escutcheons.

E. Strikes: Provide manufacturer's standard strike for each lock bolt or latchbolt complying with requirements indicated for applicable lock or latch and with strike box and curved lip extended to protect frame; finished to match lock or latch.

1. Flat-Lip Strikes: For locks with three-piece antifriction latchbolts, as recommended by manufacturer.

2. Extra-Long-Lip Strikes: For locks used on frames with applied wood casing trim.

3. Aluminum-Frame Strike Box: Manufacturer's special strike box fabricated for aluminum framing.

4. Rabbet Front and Strike: Provide on locksets for rabbeted meeting stiles.

F. Bored Locks: BHMA A156.2; Grade 2; Series 4000.

1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the work include, but are not limited to, the following:

a. Best Access Systems; Div of Stanley Security Solutions, Inc.

b. Hager Companies.

c. Or approved equal.

2.5 EXIT DEVICES AND AUXILIARY ITEMS

A. Exit Devices and Auxiliary Items: BHMA A156.3.

the following:

a. DORMA Architectural Hardware; Member of the DORMA Group North America.

FILLMORE ADMINISTRATIVE SITE REPAIRS 087100-4

b. Or approved equal.

2.6 LOCK CYLINDERS

A. Lock Cylinders: Will be provided by the Government.

2.7 KEYING

A. Will be provided by the Government.

2.8 SURFACE CLOSERS

A. Surface Closers: BHMA A156.4; rack-and-pinion hydraulic type with adjustable sweep and latch speeds controlled by key-operated valves and forged-steel main arm. Comply with manufacturer's written instructions for size of door closers depending on size of door, exposure to weather, and anticipated frequency of use. Provide factory-sized closers, adjustable to meet field conditions and requirements for opening force.

the following:

a. DORMA Architectural Hardware; Member of the DORMA Group North America.

b. Or approved equal.

2.9 FABRICATION

A. Manufacturer's Nameplate: Do not provide products that have manufacturer's name or trade name displayed in a visible location except in conjunction with required fire-rating labels and as otherwise approved by Architect.

1. Manufacturer's identification is permitted on rim of lock cylinders only.

B. Base Metals: Produce door hardware units of base metal indicated, fabricated by forming method indicated, using manufacturer's standard metal alloy, composition, temper, and hardness. Furnish metals of a quality equal to or greater than that of specified door hardware units and BHMA A156.18.

C. Fasteners: Provide door hardware manufactured to comply with published templates prepared for machine, wood, and sheet metal screws. Provide screws that comply with commercially recognized industry standards for application intended, except aluminum fasteners are not permitted. Provide Phillips flat-head screws with finished heads to match surface of door hardware unless otherwise indicated.

1. Concealed Fasteners: For door hardware units that are exposed when door is closed, except for units already specified with concealed fasteners. Do not use through bolts for

FILLMORE ADMINISTRATIVE SITE REPAIRS 087100-5

installation where bolt head or nut on opposite face is exposed unless it is the only means of securely attaching the door hardware. Where through bolts are used on hollow door and frame construction, provide sleeves for each through bolt.

2. Fire-Rated Applications:

1) Comply with NFPA 80

3. Spacers or Sex Bolts: For through bolting of hollow-metal doors.

2.10 FINISHES

A. Provide finishes complying with BHMA A156.18 as indicated in door hardware schedule.

B. Protect mechanical finishes on exposed surfaces from damage by applying a strippable, temporary protective covering before shipping.

PART 3 - EXECUTION

3.1 INSTALLATION

A. Install each door hardware item to comply with manufacturer's written instructions. Where cutting and fitting are required to install door hardware onto or into surfaces that are later to be painted or finished in another way, coordinate removal, storage, and reinstallation of surface protective trim units with finishing work. Do not install surface-mounted items until finishes have been completed on substrates involved.

1. Set units level, plumb, and true to line and location. Adjust and reinforce attachment substrates as necessary for proper installation and operation.

2. Drill and countersink units that are not factory prepared for anchorage fasteners. Space fasteners and anchors according to industry standards.

B. Lock Cylinders: Will be provided and installed by the Government.

3.2 ADJUSTING

A. Initial Adjustment: Adjust and check each operating item of door hardware and each door to ensure proper operation or function of every unit. Replace units that cannot be adjusted to operate as intended. Adjust door control devices to compensate for final operation of heating and ventilating equipment and to comply with referenced accessibility requirements.

1. Door Closers: Adjust sweep period to comply with accessibility requirements and requirements of authorities having jurisdiction.

3.3 CLEANING AND PROTECTION

A. Clean adjacent surfaces soiled by door hardware installation.

B. Clean operating items as necessary to restore proper function and finish.

FILLMORE ADMINISTRATIVE SITE REPAIRS 087100-6

C. Provide final protection and maintain conditions that ensure that door hardware is without damage or deterioration at time of Substantial Completion.

3.4 DOOR HARDWARE SCHEDULE

Location Item Manufacturer Product Finish Qty

Mechanical Exterior

Exit Device DORMA 9000 Series Match existing 1

Mechanical Interior

Door operator Hager 3580 Match existing 1

Supply room Door operator Hager 3580 Match existing 1

Mail room Door operator Hager 3580 Match existing 1

Back entrance Closer DORMA 8600 Match existing 1

Warehouse east

Door operator Hager 3550 Match existing 1

Warehouse west

Door operator Hager 3550 Match existing 1

Shop east Door operator Hager 3550 Match existing 1

Shop west Door operator Hager 3550 Match existing 1

END OF SECTION 087100

MARCH 2025 MAINTENANCE REPAINTING

FILLMORE ADMINISTRATIVE SITE REPAIRS 09019052-1

SECTION 090190.52 - MAINTENANCE REPAINTING

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section includes maintenance repainting as follows:

1. Removing existing paint.

2. Patching substrates.

3. Repainting.

1.3 DEFINITIONS

A. Gloss Level 1: Not more than 5 units at 60 degrees and 10 units at 85 degrees, according to

ASTM D523.

B. Gloss Level 2: Not more than 10 units at 60 degrees and 10 to 35 units at 85 degrees, according to ASTM D523.

C. Gloss Level 3: 10 to 25 units at 60 degrees and 10 to 35 units at 85 degrees, according to

ASTM D523.

D. Gloss Level 4: 20 to 35 units at 60 degrees and not less than 35 units at 85 degrees, according to

ASTM D523.

E. Gloss Level 5: 35 to 70 units at 60 degrees, according to ASTM D523.

F. Gloss Level 6: 70 to 85 units at 60 degrees, according to ASTM D523.

G. Gloss Level 7: More than 85 units at 60 degrees, according to ASTM D523.

1.4 PREINSTALLATION MEETINGS

A. Preinstallation Conference: Conduct conference at Project site.

1.5 SEQUENCING AND SCHEDULING

A. Perform maintenance repainting in the following sequence, which includes work specified in this and other Sections:

FILLMORE ADMINISTRATIVE SITE REPAIRS 09019052-2

1. Dismantle existing surface-mounted objects and hardware except items indicated to remain in place. Tag items with location identification and protect.

2. Verify that temporary protections have been installed.

3. Examine condition of surfaces to be painted.

4. Remove existing paint to the degree required for each substrate and surface condition of existing paint.

5. Apply paint system.

6. Reinstall dismantled surface-mounted objects and hardware unless otherwise indicated.

1.6 ACTION SUBMITTALS

A. Product Data: For each type of product.

1. Include recommendations for product application and use.

2. Include test data substantiating that products comply with requirements.

B. Samples: For each type of paint system and each pattern, color, and gloss.

C. Product List: For each paint product indicated, include the following:

1. Cross-reference to paint system and locations of application areas. Use same designations indicated on Drawings and in schedules.

2. VOC content.

1.7 MAINTENANCE MATERIAL SUBMITTALS

A. Furnish extra paint materials, from the same production run, that match products applied and that are packaged with protective covering for storage and identified with labels describing contents, including material, finish, source, and location on building.

1. Quantity: Furnish Owner with an additional 5 percent, but not less than 1 gal. or one case, as appropriate, of each material and color applied.

1.8 QUALITY ASSURANCE

A. Color Matching: Custom computer-match paint colors to existing colors in each location.

B. Mockups: Prepare mockups of maintenance repainting processes for each type of coating system and substrate indicated and each color and finish required to demonstrate aesthetic effects and to set quality standards for materials and execution. Duplicate appearance of approved Sample submittals.

1. Locate mockups on existing surfaces where directed by COR.

2. Surface-Preparation Mockups: On existing surfaces using applicable specified methods of cleaning and other surface preparation, provide mockup sample of at least 50 sq. ft.

3. Coating Mockups: Two surfaces of at least 50 sq. ft. to represent surfaces and conditions for application of each type of coating system under same conditions as the completed Work.

FILLMORE ADMINISTRATIVE SITE REPAIRS 09019052-3

4. Approval of mockups does not constitute approval of deviations from the Contract Documents contained in mockups unless Architect specifically approves such deviations in writing.

5. Subject to compliance with requirements, approved mockups may become part of the completed Work if undisturbed at time of Substantial Completion.

1.9 DELIVERY, STORAGE, AND HANDLING

A. Store materials not in use in tightly covered containers in well-ventilated areas with ambient temperatures continuously maintained at not less than 45 deg F.

1. Maintain containers in clean condition, free of foreign materials and residue.

2. Remove rags and waste daily.

PART 2 - PRODUCTS

2.1 PREPARATORY CLEANING MATERIALS

A. Water: Potable.

B. Hot Water: Water heated to a temperature of 140 to 160 deg F.

C. Detergent Solution: Solution prepared by mixing 2 cups of tetrasodium pyrophosphate (TSPP), 1/2 cup of laundry detergent that contains no ammonia, 5 quarts of 5 percent sodium hypochlorite bleach, and 15 quarts of warm water for every 5 gal. of solution required.

D. Mildewcide: Commercial proprietary mildewcide or a job-mixed solution prepared by mixing 1/3 cup of household detergent that contains no ammonia, 1 quart of 5 percent sodium hypochlorite bleach, and 3 quarts of warm water.

2.2 PAINT, GENERAL

A. Material Compatibility:

1. Provide materials for use within each paint system that are compatible with one another and substrates indicated, under conditions of service and application as demonstrated by manufacturer, based on testing and field experience.

2. For each coat in a paint system, provide products recommended in writing by manufacturers of topcoat for use in paint system and on substrate indicated.

B. Colors: As indicated with each paint system in maintenance repainting schedule(s) at the end of Part 3.

2.3 PAINT MATERIALS, GENERAL

A. MPI Standards: Provide products that comply with MPI…