Attachment 4 - Spec Package_Kamas Renovations FINAL.pdf

MOBILIZATION 011900-1

SECTION 011900 - MOBILIZATION

SECTION 013100 - PROJECT MANAGEMENT AND COORDINATION SECTION

013300 - SUBMITTAL PROCEDURES

SECTION 014130 - CONTRACTOR’S QUALITY CONTROL

SECTION 017320 - SELECTIVE DEMOLITION

SECTION 017700 - CLOSEOUT PROCEDURES

SECTION 019500 - UTILITY COMPANY COORDINATION

SECTION 024100 - WASTE MATERIAL DISPOSAL

SECTION 024134 - LEAD WASTE PRACTICES AND DISPOSAL

SECTION 024230 - ASBESTOS ABATEMENT

SECTION 028500 - MOLD REMEDIATION

SECTION 033000 - CAST-IN-PLACE CONCRETE

SECTION 049030 - MASONRY RESTORATION AND CLEANING

SECTION 061000 - ROUGH CARPENTRY

SECTION 061600 - SHEATHING

SECTION 062013 - EXTERIOR FINISH CARPENTRY

SECTION 062023 - INTERIOR FINISH CARPENTRY

SECTION 064300 - WOOD STAIRS

SECTION 072100 - THERMAL INSULATION

SECTION 072119 - FOAMED-IN-PLACE INSULATION

SECTION 073110 - ASPHALT SHINGLES

SECTION 074293 - SOFFIT PANELS

SECTION 074646 - FIBER-CEMENT SIDING, SOFFIT AND TRIM

SECTION 076200 - SHEET METAL FLASHING AND TRIM

SECTION 079200 - JOINT SEALANTS

SECTION 081110 - STANDARD STEEL DOORS, FRAMES AND DOORSTOPS

SECTION 081113 - HOLLOW METAL DOORS AND FRAMES

SECTION 081416 - FLUSH WOOD DOORS

SECTION 083113 - ACCESS DOORS AND FRAMES

SECTION 083613 - SECTIONAL DOORS

SECTION 085413 - FIBERGLASS WINDOWS

SECTION 087100 - DOOR HARDWARE_W_KEYPAD_LOCKS

SECTION 088000 - GLAZING

SECTION 090190 - MAINTENANCE REPAINTING

SECTION 091110 - NON-LOAD-BEARING STEEL FRAMING

SECTION 092900 - GYPSUM BOARD

SECTION 096400 - WOOD FLOORING

SECTION 096513 - RESILIENT BASE AND ACCESSORIES

SECTION 096519 - RESILIENT TILE FLOORING LVT

SECTION 096530- 501 RESILIENT WALL BASE AND ACCESSORIES

SECTION 096530- 701 RESILIENT WALL BASE AND ACCESSORIES

SECTION 096543 - LINOLEUM FLOORING

SECTION 096813 - TILE CARPETING

SECTION 096816 - SHEET CARPETING

SECTION 097700 - FRP & TRUSSCORE SPECIAL WALL FINISHES SECTION

099100 - PAINTING

MOBILIZATION 011900-2

SECTION 099110 - EXTERIOR PAINTING

SECTION 099111 - EXTERIOR PAINTING

SECTION 099113 - EXTERIOR PAINTING

SECTION 099120 - INTERIOR PAINTING

SECTION 099123 - INTERIOR PAINTING

SECTION 099300 - STAINING AND TRANSPARENT FINISHING

SECTION 099600 - HIGH-PERFORMANCE COATINGS

SECTION 102116 - SHOWER SURROUNDS

SECTION 102650 - IMPACT-RESISTANT WALL PROTECTION

SECTION 102800 - TOILET AND BATH ACCESSORIES

SECTION 113100 - RESIDENTIAL APPLIANCES

SECTION 122113 - HORIZONTAL LOUVER BLINDS

SECTION 123623.13 - PLASTIC-LAMINATE-CLAD COUNTERTOPS

SECTION 123661.16 - SOLID SURFACING COUNTERTOPS

SECTION 151400 - DOMESTIC WATER PIPING PEX

SECTION 159500 - FURNACE SERVICING

SECTION 220500 - COMMON WORK RESULTS FOR PLUMBING

SECTION 220523.12 - BALL VALVES FOR PLUMBING PIPING

SECTION 223400 - FUEL-FIRED, DOMESTIC-WATER HEATERS

SECTION 223400.22 - WATER HEATERS, SERVICE SPECS

SECTION 224100 - RESIDENTIAL PLUMBING FIXTURES

SECTION 224213.13 - WATER CLOSETS

SECTION 230529 - HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT

SECTION 233113 - METAL DUCTS

SECTION 233713.13 - AIR DIFFUSERS

SECTION 233713.23 - AIR REGISTERS AND GRILLES

SECTION 235416.13 - GAS-FIRED FURNACES

SECTION 262726 - WIRING DEVICES

SECTION 265000 - LED LIGHTING

SECTION 265100 - INTERIOR LIGHTING

SECTION 267500 - CARBON DIOXIDE AND SMOKE ALARMS

MOBILIZATION SECTION 011900-!Syntax Error, !

USDA FOREST SERVICE, R-4

KAMAS RENOVATIONS

SECTION 011900 - MOBILIZATION

PART 1 - GENERAL

1.1 SUMMARY

A. This item is intended to compensate the Contractor for operations including, but not limited to, those necessary for the movement of personnel, equipment, supplies, and incidentals to the project site; for payment of premiums for bonds and insurance for the project; and for any other work and operations which must be performed or costs that must be incurred incident to the initiation of meaningful work at the site and for which payment is not otherwise provided for under the contract.

1.2 MEASUREMENT AND PAYMENT

A. The measurement shall be lump sum for mobilization. Payment shall be as follows:

1. Bond premiums will be reimbursed after receipt of the evidence of payment.

2. 50% of the lump sum, not to exceed 5% of the original contract amount, will be paid following completion of 5% of the original contract amount not including mobilization and bond premiums.

3. Payment of the remaining portion of the lump sum, up to 10% of the original contract amount, will be paid following completion of 10% of the original contract amount not including mobilization and bond premiums.

4. Any portion of the lump sum in excess of 10% of the original contract amount will be paid after final acceptance.

5. Progress payments for mobilization and preparatory work shall be subject to retainage.

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION (NOT USED)

END OF SECTION 011900

December 2025

PROJECT MANAGEMENT AND COORDINATION 013100-1

USDA FOREST SERVICE, R4

KAMAS RENOVATIONS

SECTION 013100 - PROJECT MANAGEMENT AND COORDINATION

PART 1 - GENERAL

1.1 SUMMARY

A. This section includes certain administrative provisions for managing and coordinating construction operations, including but not limited to the following:

A. General project coordination.

B. Coordination drawings.

C. Conservation.

D. Administrative and supervisory personnel.

E. Conferences and meetings.

F. Cleaning and protection.

1.2 GENERAL PROJECT COORDINATION

A. Coordination of Trades: Coordinate construction operations included in the various sections of the Specifications to provide an efficient and orderly installation of each part of the Work. Coordinate construction operations included under different sections of the Specifications that depend on each other for proper installation, connection or operation.

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

B. Coordinate installation of different components to provide maximum accessibility for required maintenance, service, testing and repair.

C. Accommodate items scheduled for later installation.

B. Notification: Where necessary, prepare and distribute memoranda to each party involved, outlining special procedures required for coordination. When applicable, include notices, reports and meeting minutes as part of the memoranda.

C. Administrative Procedures: Coordinate scheduling and timing of administrative procedures with other construction activities to avoid conflicts and promote orderly progress of the Work. Administrative procedures include but are not limited to the following:

A. Preparation of schedules.

B. Installation and removal of temporary facilities.

C. Delivery and processing of submittals.

D. Progress meetings.

E. Project closeout activities.

1.3 COORDINATION DRAWINGS

PROJECT MANAGEMENT AND COORDINATION 013100-2

A. Prepare coordination drawings where careful coordination is needed for installation of products and materials fabricated by separate entities, and prepare coordination drawings where limited space availability necessitates maximum utilization of the space for efficient installation of different components.

A. Show the relationship of components shown on separate shop drawings.

B. Indicate required installation sequences.

C. Provide vertical and horizontal dimensions necessary to locate each component and avoid conflicts within the space.

D. Comply with requirement specified in Division 1 Section "Submittal Procedures."

B. Refer to Division 23 and Division 26 for specific coordination drawing requirements for mechanical and electrical installations.

1.4 CONSERVATION

A. Coordinate construction activities to ensure that operations are carried out with consideration given to conservation of energy, water and materials.

A. Salvage materials and equipment involved in performance of, but not actually incorporated in the Work

1.5 CONFERENCES AND MEETINGS

A. Preconstruction Conference: The Contracting Officer shall schedule a preconstruction conference before starting construction at a time and place convenient to the Contractor.

Conference shall review responsibilities and personnel assignments.

A. Attendees: Participants at the conference shall be familiar with the project, shall be authorized to conclude matters relating to the Work, and shall minimally include representatives of the following parties:

a. Contracting Officer. (CO)

b. Contracting Officer’s Representative (COR)

c. Contractor.

d. Major subcontractors.

e. Major suppliers.

f. Other concerned parties.

B. Agenda: Subjects for discussion shall include items of significance that could affect progress, including but not limited to the following:

a. Tentative construction schedule.

b. Critical work sequencing.

c. Designation of responsible personnel.

d. Procedures for processing field decisions and Change Orders.

e. Procedures for processing Applications for Payment.

f. Distribution of Contract Documents.

g. Submittal of Shop Drawings, Product Data, and Samples.

h. Preparation of Record Documents.

i. Use of the premises.

PROJECT MANAGEMENT AND COORDINATION 013100-3

j. Parking availability.

k. Office, work, and storage areas.

l. Equipment deliveries and priorities.

m. Safety procedures.

n. First aid.

o. Security.

p. Housekeeping and progress cleaning.

q. Working hours.

C. Reporting: No later than five (5) calendar days after the conference, the Contractor shall distribute minutes of the conference to each party present and to other concerned parties, including the Contracting Officer.

B. Progress Meetings: The Contracting Officer's Representative shall conduct progress meetings at the Project Site at regular intervals, but no more than 2-week intervals, unless approved by the COR. Dates of meetings shall be coordinated with the preparation of the payment request.

A. Attendees: In addition to the Contractor's and Contracting Officer's representatives, each subcontractor, supplier, or other entity concerned with current progress or involved in planning, coordination, or performance of future activities shall be represented. All participants at the conference shall be familiar with the Project and authorized to conclude matters relating to the Work.

B. Agenda: Review and correct or approve minutes of the previous progress meeting.

Review other items of significance that could affect progress. Include topics for discussion as appropriate to the status of the Project.

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

Determine where each activity is in relation to the Contractor's Construction Schedule, whether on time or ahead or behind 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.

b. Review the present and future needs of each entity present, including but not limited to the following:

1) Interface requirements.

2) Time.

3) Sequences of operations.

4) Status of submittals.

5) Deliveries.

6) Off-site fabrication.

7) Access.

8) Site utilization.

9) Temporary facilities and controls.

10) Hours of work.

11) Hazards and risks.

12) Housekeeping and progress cleaning.

PROJECT MANAGEMENT AND COORDINATION 013100-4

13) Quality and work standards.

14) Change Orders.

15) Documentation of information for payment requests.

16) Updating of Record Documents.

C. Reporting: No later than five (5) calendar days after each meeting, the Contractor shall distribute minutes of the meeting to each party present and to other concerned parties, including the Contracting Officer. Include a brief summary, in narrative form, of progress since the previous meeting and report.

D. Schedule Updating: The Contractor shall revise the Contractor's Construction Schedule after each progress meeting where revisions to the schedule have been made or recognized. The revised schedule shall be issued concurrently with the report of each meeting.

1.6 SUBMITTALS

A. Staff Names: Within 15 days of commencement of construction operations, submit a list of the Contractor’s principal staff assignments, including the superintendent and other personnel in attendance at the site; identify their duties and responsibilities; and their addresses and telephone numbers.

A. Post copies of the list in the Project meeting room, the temporary field office and each temporary telephone.

1.7 MEASUREMENT AND PAYMENT

A. Payment for this section shall be Lump Sum Quantity as shown on the Schedule of Items for the base bid and the optional bid items. The unit of work shall be indicated by subsection including necessary materials, equipment, labor, testing, and incidentals to complete the job and additional specifications noted in this section.

B. Associated Specification: 019500- Utility Company Coordination

PART 2 - PRODUCTS (Not applicable)

PART 3 - EXECUTION

3.1 GENERAL COORDINATION PROVISIONS

A. Inspection of Conditions: Prior to installations, require the installer of each major component to inspect both the substrate and conditions under which work is to be performed.

A. Do not proceed until unsatisfactory conditions have been corrected in an acceptable manner.

B. Coordinate temporary enclosures with required inspections and tests to minimize the necessity of uncovering completed construction for that purpose.

PROJECT MANAGEMENT AND COORDINATION 013100-5

B. Construction in Progress: Keep construction in progress, and adjoining materials in place, clean during handling and installation. Apply protective coverings where required for protection from damage or deterioration.

C. Completed Construction: Clean completed construction, and provide maintenance, as frequently as necessary to prevent damage or soiling or other deterioration through the remainder of the construction period. Adjust and lubricate operable components as necessary to assure operability without damage.

D. Limiting Exposures: Supervise construction operations to prevent exposure of any part of construction, completed or in progress, to harmful, dangerous, damaging or otherwise deleterious conditions during the construction period. Such conditions include but are not limited to the following:

A. Excessive static or dynamic loading.

B. Excessive internal or external pressures.

C. Excessively high or low temperatures.

D. Thermal shock.

E. Excessively high or low humidity.

F. Pollution and air contamination.

G. Water or ice.

H. Chemicals and solvents.

I. Light.

J. Radiation.

K. Puncture.

L. Abrasion.

M. Heavy traffic.

N. Soiling, staining, and corrosion.

O. Bacteria.

P. Rodent and insect infestation.

Q. Combustion.

R. Electrical current.

S. High-speed operation.

T. Improper lubrication.

U. Unusual wear or other misuse.

V. Contact between incompatible materials.

W. Destructive testing.

X. Misalignment.

Y. Excessive weathering.

Z. Unprotected storage.

AA. Improper shipping or handling.

BB. Theft or vandalism.

END OF SECTION 013100

NOVEMBER 2024

SUBMITTAL PROCEDURES 013300-1

KAMAS RENOVATIONS

SECTION 013300 - SUBMITTAL PROCEDURES

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes administrative and procedural requirements for submitting Shop

Drawings, Product Data, Samples, and other miscellaneous submittals. See Table 013300-1 for a summary of required submittals.

B. See other specification sections within this package for additional requirements on submittal.

1.2 SUBMITTAL PROCEDURES

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

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

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

B. Processing Time: Allow enough time for submittal review, including time for re-submittals, as follows. Time for review shall commence on CO's receipt of submittal.

A. Initial Review: Allow 14 days for initial review of each submittal. Allow additional time if processing must be delayed permitting coordination with subsequent submittals. CO will advise the Contractor when a submittal being processed must be delayed for coordination.

B. If an intermediate submittal is necessary, process it in the same manner as the initial submittal.

C. Allow 14 days for processing each re-submittal.

D. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing.

C. Identification: Place a permanent label or title block on each submittal for identification.

A. Indicate the name of the firm or entity that prepared each submittal on the label or title block.

B. Provide a space on the label or beside the title block to record the Contractor's review and approval markings and action taken by the CO.

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

a. Project name.

SUBMITTAL PROCEDURES 013300-2

b. Date.

c. Name and address of Contractor.

d. Name of manufacturer.

e. Unique identifier, including revision number.

f. Number and title of appropriate Specification Section.

g. Drawing number and detail references, as appropriate.

h. If more than one item is shown on submittal sheet, identify item.

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

E. Additional Copies: Unless additional copies are required for final submittal, and unless CO observes noncompliance with provisions of the Contract Documents, initial submittal may serve as final submittal.

F. Use for Construction: Use only final submittals with mark indicating action taken by CO in connection with construction.

1.3 MEASUREMENT AND PAYMENT

A. No separate measurement and/or payment will be made for this section. Payment shall be included with work shown in the schedule of items.

PART 2 - PRODUCTS

2.1 ACTION SUBMITTALS – (Submittals requiring CO approval)

A. General: Prepare and submit Action Submittals required by individual Specification

Sections.

A. Number of Copies: Submit three copies of each submittal, unless otherwise indicated. CO will return two copies. Mark up and retain one returned copy as a Project Record Document.

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

A. 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.

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

C. 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.

f. Compliance with recognized trade association standards.

g. Compliance with recognized testing agency standards.

SUBMITTAL PROCEDURES 013300-3

C. Shop Drawings: Prepare Project-specific information, drawn accurately to scale. Do not base Shop Drawings on reproductions of the Contract Documents or standard printed data.

A. Preparation: Include the following information, as applicable:

a. Dimensions.

b. Identification of products.

c. Fabrication and installation drawings.

d. Roughing-in and setting diagrams.

e. Wiring diagrams showing field-installed wiring, including power, signal, and control wiring.

f. Notation of dimensions established by field measurement.

B. Wiring Diagrams: Differentiate between manufacturer-installed and field-installed wiring.

D. Contractor's Construction Schedule: The contractor shall submit a Construction Schedule, for approval by CO, in accordance with the contract provisions within 5 day of commencement of work.

E. Samples: Prepare physical units of materials or products, including the following:

A. 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.

2.2 INFORMATIONAL SUBMITTALS – (Submittals requiring CO approval)

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

A. Number of Copies: Submit three copies of each submittal, unless otherwise indicated. CO will not return copies.

B. Certificates and Certifications: Certificates and certifications shall be signed by an officer or other individual authorized to sign documents on behalf of that entity.

C. Test and Inspection Reports: Comply with requirements in Section 014100 "Quality Control."

B. 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.

C. Field Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of field tests performed either during installation of product or after product is installed in its final location, for compliance with requirements.

D. Maintenance Data: Prepare written and graphic instructions and procedures for operation and normal maintenance of products and equipment.

SUBMITTAL PROCEDURES 013300-4

E. 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.

PART 3 - EXECUTION

3.1 GENERAL

A. Review each submittal and check for compliance with the Contract Documents. Note corrections and field dimensions. Mark with approval stamp before submitting to CO.

B. Approval Stamp: Stamp each submittal with a uniform, approval stamp. Include Project name and location, submittal number, Specification Section title and number, name of reviewer, date of Contractor's approval, and statement certifying that submittal has been reviewed, checked, and approved for compliance with the Contract Documents.

C. CO will not review submittals that do not bear Contractor's approval stamp and will return them without action.

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

E. Substitutions – Whenever materials, products, and equipment are listed by name or brand in the specifications and/or on the drawings, it is used as a measure of quality, utility, or standard. If the Contractor prefers to use any other brand or manufacturer of same quality, appearance and utility to that specified, he shall request substitution as provided below, not less than 30 days before the planned installation of the item. The Contracting Officer will approve or disapprove the request for substitution.

F. Requests for substitutions will only be considered if contractor submits the following:

A. Complete technical data including drawings, complete performance specifications, test data, samples and performance tests of the article proposed for substitution. Submit additional information if required by Contracting Officer. All items in the above information shall be circled, tagged, or marked in some way to indicate all deviations or differences which the proposed item differs from the originally specified item.

B. Similar data as above for item originally specified. All items shall be marked to identify where/how the proposed substitution will differ.

C. A statement by the Contractor that the proposed substitution is in full compliance with the contract documents, applicable codes, and laws.

D. The Contractor shall be responsible for any effect upon related work in the project for any substitution and shall pay any additional costs generated by any substitutions.

3.2 SUBMITTAL SCHEDULE – Submittals shall be made as required by and called for in the drawings and specifications. The following table is a summary of the required

SUBMITTAL PROCEDURES 013300-5

submittals for the project - the table is to assist the Contractor and may not be all-inclusive

– additional submittals may be required by specific specifications:

A. TABLE 013000-1

Spec.

Section Section Title Subsect ion Required Submittal

C General Specifications 1.4A Traffic Control Plan 017320 Selective Demolition 1.4A Schedule 017320 Selective Demolition 1.4B Rodent Waste Removal Plan 014130 Contractor Quality Control 1.2B Contractor Quality Control Plan 014130 Contractor Quality Control 1.2C Contractor Quality Control Daily

Reports 014130 Contractor Quality Control 1.2D Defective work/ corrective action logs 014130 Contractor Quality Control 1.2E Test Reports 014130 Contractor Quality Control 1.2F Offsite inspection reports 014130 Contractor Quality Control 1.2H Permits, Licenses, and

Certifications 024230 Asbestos Abatement 1.12B Qualifications 024230 Asbestos Abatement 1.12C Work Plan 024230 Asbestos Abatement 1.12D Air Monitoring Plan 024230 Asbestos Abatement 1.12E Testing Lab Information 024230 Asbestos Abatement 1.12F Landfill Information 024230 Asbestos Abatement 1.12G Proof of Insurance 024230 Asbestos Abatement 1.12H Evidence of Notification 024230 Asbestos Abatement 1.12I Air Monitoring Results 024230 Asbestos Abatement 1.12J Waste Shipment Records 028500 Mold Remediation 1.4A Preconstruction Submittals 028500 Mold Remediation 1.4B Product Data 028500 Mold Remediation 1.4C Test Reports 028500 Mold Remediation 1.4D Closeout Submittals 028500 Mold Remediation 1.4E Preconstruction Submittals 061000 Rough Carpentry 1.3A Product Data 061000 Rough Carpentry 1.3A Sustainable Design Submittals 061000 Rough Carpentry 1.4A Material Certificates 061000 Rough Carpentry 1.4B Evaluation Reports 061600 Sheathing 1.2A Product Data 061600 Sheathing 1.2B Research/ Evaluation Reports 062013 Exterior Finish Carpentry 1.2A Product Data 062023 Interior Finish Carpentry 1.2A Product Data 074646 Fiber Cement Siding, Soffit, and

Trim 1.2A Product Data

074646 Fiber Cement Siding, Soffit, and Trim

1.2B Samples

074646 Fiber Cement Siding, Soffit, and Trim

1.3A Product Certificates

SUBMITTAL PROCEDURES 013300-6

Spec.

Section Section Title Subsect ion Required Submittal

074646 Fiber Cement Siding, Soffit, and Trim

1.3B Product Test Reports

074646 Fiber Cement Siding, Soffit, and Trim

1.3C Research/ Evaluation Reports

074646 Fiber Cement Siding, Soffit, and Trim

1.3D Sample Warranty

074646 Fiber Cement Siding, Soffit, and Trim

1.4A Maintenance Data

076200 Sheet Metal Flashing and Trim 1.3A Product Data 076200 Sheet Metal Flashing and Trim 1.3B Shop Drawings 076200 Sheet Metal Flashing and Trim 1.3C Samples 079200 Joint Sealants 1.2A Product Data 081416 Flush Wood Doors 1.2A Product Data 081416 Flush Wood Doors 1.2B Shop Drawings 087100 Door Hardware 1.2A Product Data 087100 Door Hardware 1.2B Maintenance Data 087100 Door Hardware 1.2C Warranty 088000 Glazing 1.3A Product Data 088000 Glazing 1.3B Sustainable Design Submittals 090190 Maintenance Repainting 1.4A Product Data 090190 Maintenance Repainting 1.4B Samples 092900 Gypsum Board 1.2A Product Data 096513 Resilient Base and Accessories 1.2A Product Data 096513 Resilient Base and Accessories 1.2B Sustainable Design Submittals 096513 Resilient Base and Accessories 1.2C Samples 096519 Resilient Tile Flooring 1.2A Product Data 096519 Resilient Tile Flooring 1.2B Samples 096519 Resilient Tile Flooring Sustainable Design Submittals 096519 Resilient Tile Flooring Maintenance Data 096813 Tile Carpeting 1.2A Product Data 096813 Tile Carpeting 1.2B Sustainable Design Submittals 096813 Tile Carpeting 1.2C Samples 099113 Exterior Painting 1.3A Product Data 099113 Exterior Painting 1.3B Samples 099120 Interior Painting 1.3A Product Data 099120 Interior Painting 1.3B Sustainable Design Submittals 099120 Interior Painting 1.3C Color Samples 099300 Staining and Transparent Finishing 1.3A Product Data 099300 Staining and Transparent Finishing 1.3B Color Samples 099600 High-Performance Coatings 1.3A Product Data 099600 High-Performance Coatings 1.3B Samples 102800 Toilet and Bathroom Accessories 1.2A Product Data

102800 Toilet and Bathroom Accessories 1.3A Maintenance Data

SUBMITTAL PROCEDURES 013300-7

Spec.

Section Section Title Subsect ion Required Submittal

102819 Tub and Shower Enclosures 1.2A Product Data 102819 Tub and Shower Enclosures 1.2B Sustainable Design Submittals 102819 Tub and Shower Enclosures 1.2C Shop Drawings 102819 Tub and Shower Enclosures 1.2D Samples for Initial Selection 102819 Tub and Shower Enclosures 1.2E Samples for Verification 102819 Tub and Shower Enclosures 1.3A Warranty 102819 Tub and Shower Enclosures 1.4A Maintenance Data 113100 Residential Appliances 1.2A Product Data 113100 Residential Appliances 1.2B Sustainable Design Submittals 113100 Residential Appliances 1.3A Operation and Maintenance Data 113100 Residential Appliances 1.3B Warranty 123623 Plastic Laminate Clad Countertops 1.2A Product Data 123623 Plastic Laminate Clad Countertops 1.2B Sustainable Design Submittals 123623 Plastic Laminate Clad Countertops 1.2C Shop Drawings 123623 Plastic Laminate Clad Countertops 1.2D Samples 123661 Solid Surfacing Countertops 1.2A Product Data 123661 Solid Surfacing Countertops 1.2B Shop Drawings 123661 Solid Surfacing Countertops 1.2C Samples 223400 Fuel-Fired Domestic Water Heaters 1.3A Product Data 224213 Water Closets 1.3A Product Data 267500 Carbon Dioxide and Smoke Alarms 1.2A Product Data 125000 Furniture and Furniture Installation 1.3A Product Data 125000 Furniture and Furniture Installation 1.3C Warranty 125000 Furniture and Furniture Installation 1.3D Operation and Maintenance Data

END OF SECTION 013300

FEBRUARY 2025

SELECTIVE DEMOLITION 017320--7

KAMAS RENOVATIONS

SECTION 014130 - CONTRACTOR’S QUALITY CONTROL

PART 1 - GENERAL

1.1 DESCRIPTION

A. The work of this section consists of preparing and executing a quality control program.

B. This section includes administrative and procedural requirements for quality-control services.

C. Quality-control services include inspections, tests, and related actions, including reports performed by Contractor, by independent agencies, and by governing authorities including but not limited to COR and/ or GTM. They do not include contract enforcement activities performed by the CO.

D. Testing services are required to verify compliance with requirements specified or indicated. These services do not relieve Contractor of responsibility for compliance with Contract document requirements.

E. Requirements of this section relate to customized fabrication and installation procedures, not production of standard products.

A. Specific quality-control requirements for individual construction activities are specified in the sections that specify those activities. Requirements in those sections may also cover production of standard products.

B. Specified inspections, tests, and related actions do not limit Contractor’s quality-control procedures that facilitate compliance with contract document requirements.

C. Requirements for Contractor to provide quality-control services required by the Contracting Officer, or authorities having jurisdiction are not limited by provisions of this section.

1.2 SUBMITTALS

A. As specified in specification 013300.

B. Quality Control Plan:

A. At the time of the preconstruction conference, submit for approval a written Contractor Quality Control (CQC) Plan.

B. If the CQC Plan requires any revisions or corrections, the Contractor shall resubmit the plan within 10 days.

C. The Government reserves the right to require changes in the CQC Plan during the contract period as necessary to obtain the quality specified.

D. No change in the approved CQC Plan may be made without written concurrence by the Contracting Officer.

SELECTIVE DEMOLITION 017320--6

E. The CQC Plan shall be a comprehensive document that addresses every aspect of the Contractor’s activity in support of quality finished products. Each aspect of quality control addressed by the contract documents shall be addressed.

Mandatory items of the CQC Plan include, but are not limited to the following:

a. A statement of the Contractor’s quality control policy.

b. A list of personnel responsible for quality control and assigned duties.

Include each person’s qualifications.

c. A copy of a letter of direction to the Contractor’s Quality Control

Supervisor outlining assigned duties.

d. Names, qualifications, and descriptions of laboratories to perform sampling and testing, and samples of proposed report forms.

e. Methods of performing, documenting, and enforcing quality control of all work.

f. Methods of monitoring and controlling environmental pollution and contamination as required by regulations and laws.

g. Outline showing each Definable Feature of Work (DFW) (identified by specification section) describing the quality control activities that take place at each phase for each DFW.

h. Detailed description of the mechanisms to be used to track deficient work, notify responsible parties, ensure correction, and provide verification.

Contractor shall maintain a log of defective work/corrective actions and shall provide a copy of new log entries to the Contracting Officer as deficiencies are identified. Provide a sample of the log.

i. Contractor’s program of quality control for items fabricated off-site.

j. Detailed description of how record documents will be identified, collected, organized, and retained during the course of the project.

C. Contractor’s Quality Control Daily Reports: Submit showing all inspections and tests on the first workday following the date covered by the report.

D. Defective work/corrective action logs.

E. Test Reports:

A. Submit Daily Test Information Sheets with Quality Control Daily Reports.

B. Submit failing test results and proposed remedial actions within four hours of noted deficiency.

C. Submit three copies of complete test results not later than three calendar days after the test was performed.

D. Testing and Inspection Reports shall include the following:

a. Date of issue.

b. Project title and number.

c. Name, address, and telephone number of testing agency.

d. Dates and locations of samples, tests, or inspections.

e. Names of individuals performing tests and inspections.

f. Reference Specification Section(s).

g. Complete test or inspection data.

h. Test and inspection results and an interpretation of test results.

SELECTIVE DEMOLITION 017320--5

i. Ambient conditions at time sample was taken, tested, or inspected.

j. Comments or professional opinion on whether tested or inspected work complies with the Contract Document requirements.

k. Name and signature of laboratory inspector.

l. Recommendations on retesting and re-inspecting.

F. Off-Site Inspection Reports: Submit prior to shipment.

G. As-Built Drawings.

H. Permits, Licenses, and Certificates I. If the CQC plan and Quality Control Daily Reports are not submitted as specified, the

Contracting Officer may retain all payments until such time a plan is approved and implemented. Failure of the Contractor to properly implement their Quality Control Plan may result in revocation of the plan’s approval. The Contracting Officer would then request the plan be revised and re-submitted to correct implementation of the plan. No payments would be made during any period when the Quality Control Plan is not approved.

1.3 QUALITY ASSURANCE

A. General:

A. The quality of all work shall be the responsibility of the Contractor. Testing shall be the responsibility of an independent testing laboratory, the cost of which shall be borne by the Contractor.

B. Inspect and test all work often enough to ensure that the quality of materials, workmanship, construction, finish, and functional performance is in compliance with applicable specifications and drawings.

C. Quality Control Daily Reports shall be completed by the Quality Control Supervisor.

D. Test reports shall be completed by person performing the test.

E. The Contracting Officer may designate locations of tests.

B. Quality Control Staff:

A. The Contractor's Quality Control Supervisor’s duty shall be quality control.

B. The Contractor's designated Quality Control Supervisor or their alternate shall be on the project site whenever contract work is in progress.

C. The Contractor's supervisory staff may be used to assist the Quality Control

Supervisor, supplemented as necessary by additional certified testing technicians.

C. Testing Laboratory and Equipment:

A. 1. Employ certified independent laboratories to perform sampling and testing. The testing laboratory organization shall be certified for the type of testing work to be done.

B. All measuring devices, laboratory equipment, and instruments shall be calibrated at established intervals against certified standards in accordance with NBS requirements. Upon request, measuring and testing devices shall be made available for use by the Government for verification tests.

SELECTIVE DEMOLITION 017320--4

1.4 MEASUREMENT AND PAYMENT

A. No separate payment will be made for the work included under this section; rather payment shall be considered to be included in the items of work listed in the Schedule of Items.

PART 2 - PRODUCTS (NOT APPLICABLE)

PART 3 - EXECUTION

3.1 OFF-SITE CONTROL

A. Items that are fabricated or assembled off-site shall be inspected for quality control at the place of fabrication.

3.2 ON-SITE CONTROL

A. Notification:

A. Notify the Contracting Officer at least 48 hours in advance of the preparatory phase meeting.

B. Notify the Contracting Officer at least 24 hours in advance of the initial and follow-up phases.

B. Preparatory Phase: Perform before beginning each feature of work.

A. Review control submittal requirements with personnel directly responsible for the quality control work. As a minimum, the Contractor's Quality Control Supervisor and the Foreman responsible for that particular feature of work shall be in attendance.

B. Review all applicable specification sections and drawings related to the feature of work.

C. Ensure that copies of all referenced standards related to sampling, testing, and execution for the feature of work are available on site.

D. Ensure that provisions have been made for field control testing.

E. Examine the work area to ensure that all preliminary work has been completed.

F. Verify all field dimensions and advise the Contracting Officer of discrepancies with contract documents.

G. Ensure that necessary equipment and materials are at the project site and that they comply with approved shop drawings and submittals.

H. Review the Site-Specific Health and Safety Plan. Note the hazards associated with the subject DFW and discuss safety provisions. Identify any hazards that were overlooked in preparation of the SSHSP. Arrange for necessary safety equipment, controls, or monitoring.

I. Prepare a report on all preparatory phase activities and discussions. Attach report to Contractor's Quality Control Daily Report.

C. Initial Phase:

A. As soon as work begins, inspect and test a representative portion of a particular feature of work for quality of workmanship.

SELECTIVE DEMOLITION 017320--3

B. Review control-testing procedures to ensure compliance with contract requirements.

C. Review use of proper safety materials and procedures.

D. Prepare a report on all initial phase activities and discussions. Attach report to

Contractor's Quality Control Daily Report. Exact location of initial phase shall be indicated for future reference and comparison with follow-up phases.

D. Follow-Up Phase: Inspect and test as work progresses to ensure compliance with contract requirements until completion of work.

E. Additional Preparatory and Initial Phases: Additional preparatory and initial phases may be required on the same feature of work for the following reasons:

A. Quality of on-going work is unacceptable.

B. Changes occur in the applicable quality control staff, on-site production supervision, or work crew.

C. Work on a particular feature of work is resumed after a substantial period of inactivity.

3.3 DOCUMENTATION

A. A. Maintain Quality Control Daily Reports and Daily Test Report Information Sheets of quality control activities and tests.

B. Quality Control Daily Reports may not be substituted for other written reports required under clauses of the contract, such as Disputes, Differing Site Conditions, or Changes.

C. Maintain itemized documentation of materials that have arrived on-site and provide for review when requested by the Contracting Officer. Review and verification will be required to process payment requests.

D. Record Documents.

E. Defective work/corrective action log shall be maintained daily and copies provided to the Contracting Officer at a minimum weekly, or as requested by the Contracting Officer.

3.4 PERMITS, LICENSES, AND CERTIFICATES

A. For Contracting Officer’s records, submit copies of permits, licenses, certifications, inspection reports, releases, jurisdictional settlements, notices, receipts for fee payments, judgments, correspondence, records, and similar documents, established for compliance with standards and regulations relevant to the on performance of the work.

3.5 AS-BUILT DRAWINGS

A. The Contractor shall maintain a set of the contract drawings depicting as-built conditions.

These drawings shall be maintained in a current condition and shall be available for review. All variations from the original contract drawings shall be indicated in red on the drawings. Upon completion of the contract work, as-built drawings shall be submitted to the Contracting Officer.

3.6 ENFORCEMENT

SELECTIVE DEMOLITION 017320--2

A. The Contractor shall stop work on any item or feature pending satisfactory correction of any deficiency noted by the quality control staff or the Contracting Officer.

3.7 REPAIR AND PROTECTION

A. General: Upon completion of inspection, testing, sample taking and similar services, repair damaged construction and restore substrates and finishes.

B. Protect construction exposed by or for quality-control service activities and protect repaired construction.

C. Repair and protection are Contractor’s responsibility, regardless of the assignment of responsibility for inspection, testing, or similar services.

3.8 SAMPLING, TESTING, AND CERTIFICATION REQUIREMENTS

A. Sampling, testing, and Certification requirements and frequency for specific items shall be as specified in the drawings and specification. Refer to Section 013300 Submittals for schedule of Sampling, Testing and Certifications required. - the table is to assist the Contractor, but may not be all inclusive – additional submittals may be required by specific specification section:

TABLE 014100-1

Item

Subsection Certification or Test Required

Frequency 033000 2.12 Mixing and Delivery Each Truck 033000 3.13 Concrete – Slump, Air, Temperature 1 composite per truck load delivered 033000 3.13 Concrete - Compression Test

Specimens at 7 days and 28 days (see spec)

033000 Struct.

dwgs

As indicated on structural drawings

230548 3.4 Testing & Inspection See Spec 230713 3.8 Testing & Inspection See Spec 230900 3.3 Testing & Inspection See Spec 231123 3.8 Testing & Inspection See Spec 233300 3.2 Testing & Inspection See Spec 260923 3.5 Field Quality Control See Spec.

270500 1.4 Extended Product Warranty See Spec.

271200 3.4 Field Quality Control See Spec.

230923.12 3.6 Adjustment, Calibration, and Testing

See Spec.

312000 3.13C Compaction Test – at Pipe Zone One per 200 Feet of Trench

312000 3.13C Compaction Test – at Pipe Zone One test – at each road & parking lot crossing 312000 3.13D Compaction Test – above Pipe

Zone One per 200 Feet of

Trench

SELECTIVE DEMOLITION 017320--1

TABLE 014100-1

Item

Subsection Certification or Test Required

Frequency 312000 3.13D Compaction Test – above Pipe

Zone One test every other lift – at each road & parking lot crossing

312000 3.13I Tracer Wire Conductivity Test Until Passing 312600 1.2 Certificates and Qualifications See spec 312000 3.18D Compaction Test – Backfill/Fills under Buildings One test every 500 S.F. area per lift, minimum of one test per building

312000 3.1*D Compaction Test – Backfill/Fills Foundation Walls

One test for each 100 feet of wall length 321204 3.4A Compaction Tests – Road Base and

Surface Course One test for every

300 sq. yd. of aggregate

3.9

PREPARATORY INSPECTION CHECKLIST

US FOREST SERVICE PROJECT___________________________DATE_________________

DEFINABLE FEATURE_________________________________________________________

APPLICABLE SPEC. SECTIONS: ________________________________________________

DESCRIPTION OF WORK: ______________________________________________________

PREPARTORY CHECKLIST: YES NO N/A

1. Are all submittals approved? ____ ____ ____

2. Is the preliminary work completed and approved? ____ ____ ____

3. Materials on site inspected and approved? ____ ____ ____

4. Applicable contract documents reviewed? ____ ____ ____

5. Installation instruction reviewed? ____ ____ ____

SELECTIVE DEMOLITION 017320-0

6. Work coordinated between Prime and Subs? ____ ____ ____

7. Review proposed method and schedule? ____ ____ ____

8. Review Job Hazard Analysis, is it accurate? ____ ____ ____ (explain any NO answers)

ATTENDEES_________________________________________________________________

COMMENTS/RESULTS: _______________________________________________________

INITIAL INSPECTION CHECKLIST

US FOREST SERVICE PROJECT_________________________DATE___________________

DEFINABLE FEATURE OF WORK: ______________________________________________

YES NO N/A

1. Were only approved materials incorporated in the work? ____ ____ ____ B. Did the workmanship conform to contract requirements ____ ____ ____

3. Did testing conform to the specifications? ____ ____ ____

4. Did work comply with safety requirements? ____ ____ ____

5. Were all the differences regarding interpretations resolved? ____ ____ ____ Explain any NO answers:

Inspection performed by: ______________________________________________________

END OF SECTION

May 2025

SELECTIVE DEMOLITION 017320-1

KAMAS RENOVATIONS

SECTION 017320 - SELECTIVE DEMOLITION

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes demolition and removal of the following:

A. Selected portions of a building.

B. Repair procedures for selective demolition operations.

1.2 DEFINITIONS

A. Remove: Detach items from existing construction and legally dispose of them off-site, unless indicated to be removed and salvaged or removed and reinstalled.

B. Remove and Salvage: Detach items from existing construction and deliver them to

Government.

C. Remove and Reinstall: Detach items from existing construction, prepare them for reuse, and reinstall them where indicated.

D. Existing to Remain: Existing items of construction that are not to be removed and that are not otherwise indicated to be removed, removed and salvaged, or removed and reinstalled.

1.3 MATERIALS OWNERSHIP

A. Except for items or materials indicated to be reused, salvaged, reinstalled, or otherwise indicated to remain Government property, demolished materials shall become Contractor's property and shall be removed from Project site.

1.4 SUBMITTALS

A. Schedule of Selective Demolition Activities: Indicate detailed sequence of selective demolition and removal work, with starting and ending dates for each activity, including interruption of utility services.

B. Waste Manifests for materials deemed hazardous by the State of Utah including refrigerant and fluorescent lights.

1.5 QUALITY ASSURANCE

A. Regulatory Requirements: Comply with governing EPA notification regulations before beginning selective demolition. Comply with hauling and disposal regulations of authorities having jurisdiction.

B. Standards: Comply with ANSI A10.6 and NFPA 241.

C. Pre-demolition Conference: Conduct conference at Project site with contractor, subcontractors and Contracting Officer’s Representative.

1.6 PROJECT CONDITIONS

SELECTIVE DEMOLITION 017320-2

A. Conduct selective demolition so Government operations will not be disrupted. Provide not less than 72 hours' notice to CO of activities that will affect Government operations.

B. Maintain access to existing building amenities, pathways, and other adjacent occupied or used facilities.

A. Do not close or obstruct walkways, corridors, or other occupied or used facilities without written permission from the COR.

C. Government assumes no responsibility for the condition of areas to be selectively demolished.

A. Conditions existing at the time of inspection for bidding purpose will be maintained by Government as far as practical.

D. Hazardous Materials, Location to be disposed.

A. 4-foot fluorescent light tubes: Throughout building.

B. Various paint products listed in hazardous waste disposal specification.

E. Hazardous Materials: Additional Hazardous materials were not found to be present in the building to be selectively demolished.

A. Do not disturb hazardous materials or items suspected of containing hazardous materials except under procedures specified elsewhere in the Contract Documents.

F. Storage or sale of removed items or materials on-site will not be permitted.

1.7 MEASUREMENT AND PAYMENT

A. No separate payment will be made for work included under this section. Payment for this work will be included in the contract unit price for other items.

PART 2 - PRODUCTS

2.1 REPAIR MATERIALS

A. Use repair materials identical to existing materials.

A. If identical materials are unavailable or cannot be used for exposed surfaces, use materials that visually match existing adjacent surfaces to the fullest extent possible.

B. Use materials whose installed performance equal or surpasses that of existing materials.

C. Salvage Porcelain tub, closet doors, bedroom doors, reusable air ducting, reusable sections of electrical wire, existing PEX piping, or any other material for re-use and store for reinstallation. Questionable items verify with CO.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Verify that utilities have been disconnected and capped.

B. Survey existing conditions and correlate with requirements indicated to determine extent of selective demolition required.

SELECTIVE DEMOLITION 017320-3

C. When unanticipated mechanical, electrical, or structural elements that conflict with intended function or design are encountered, investigate and measure the nature and extent of conflict. Promptly submit a written report to CO.

3.2 PREPARATION

A.