ATT2 CADILLAC-MANISTEE FIRE OPERATIONS CENTER_SPECIFICATIONS_FINAL SUBMISSION_REV01.pdf

CADILLAC–MANISTEE

FIRE OPERATIONS CENTER

SPECIFICATIONS

H U R O N - M A N I S T E E N A T I O N A L F O R E S T 1 1 / 1 8 / 2 0 2 2 C A D I L L A C - M A N I S T E E R A N G E R D I S T R I C T

Huron-Manistee NF Cadillac-Manistee Fire Operations Center 11/18/2022

TABLE OF CONTENTS

Division Section Title Pages

SPECIFICATIONS GROUP

General Requirements Subgroup

DIVISION 01 - GENERAL REQUIREMENTS

01100 SUMMARY 1

01140 WORK RESTRICTIONS 1

01270 UNIT PRICES 1

013000 ADMINISTRATIVE REQUIREMENTS, FOR SUBMITTAL PROCEDURES. 4

01310 PROJECT MANAGEMENT AND COORDINATION 2

013300 SUBMITTAL PROCEDURES 6

01400 QUALITY CONTROL 2

01420 REFERENCES 4

01500 TEMPORARY FACILITIES AND CONTROLS 1

01700 EXECUTION REQUIREMENTS 3

017419 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 6

01770 CLOSEOUT PROCEDURES 3

018113.43 SUSTAINABLE DESIGN REQUIREMENTS - ASHRAE 189.1 6

Facility Construction Subgroup

DIVISION 03 - CONCRETE

031000 CONCRETE FORMING AND ACCESSORIES 5

032000 CONCRETE REINFORCING 4

033000 CAST-IN-PLACE CONCRETE 16

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

061000 ROUGH CARPENTRY 7

061600 SHEATHING 3

061643 GLASS REINFORCED GYPSUM INTERIOR SHEATHING 5

061753 SHOP-FABRICATED WOOD TRUSSES 6

064220 PLASTIC BOLLARDS 2

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

071916 WATER REPELLENTS 4

072100 THERMAL INSULATION 4

072119 PEN-CELL SPRAY FOAM INSULATION 6

072500 WEATHER BARRIERS 4

072600 VAPOR RETARDERS 3

072616 BELOW GRADE VAPOR RETARDERS 3

073113 ASPHALT SHINGLES 7

074646 FIBER-CEMENT SIDING 8

076200 SHEET METAL FLASHING AND TRIM 5

077100 ROOF SPECIALTIES 5

079200 JOINT SEALANTS 8

DIVISION 08 - OPENINGS

081113 HOLLOW METAL DOORS AND FRAMES 12

081416 FLUSH WOOD DOORS 3

083616 SECTIONAL OVERHEAD DOORS 6

085413 FIBERGLASS WINDOWS 7

087100 DOOR HARDWARE 11

088000 GLAZING 6

089000 LOUVERS AND VENTS 3

DIVISION 09 - FINISHES

092900 GYPSUM BOARD 7

096513 RESILIENT BASE AND ACCESSORIES 4

099123 INTERIOR PAINTING 9

DIVISION 10 - SPECIALTIES

102226 ACCORDIAN PARTITIONS 3

102800 TOILET, BATH, AND LAUNDRY ACCESSORIES 4

102813 ELECTRIC HAND DRYERS 5

105613 METAL STORAGE SHELVING 4

DIVISION 12 - FURNISHINGS

122400 CLUTCH-OPERATED WINDOW SHADES (OPTIONAL BID ITEM 07) 8

123530 RESIDENTIAL CASEWORK 3

123623.13 PLASTIC-LAMINATE-CLAD COUNTERTOPS 4

Facility Services Subgroup

DIVISION 22 - PLUMBING

220410 PLUMBING PIPING 7

220500 COMMON WORK RESULTS FOR PLUMBING 15

220517 SLEEVES AND SLEEVE SEALS FOR PLUMBING PIPING 4

220518 ESCUTCHEONS FOR PLUMBING PIPING 2

220523 GENERAL DUTY VALVES FOR PLUMBING PIPING 6

220529 HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT 6

220553 IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT 5

220719 PLUMBING PIPING INSULATION 5

221119 DOMESTIC WATER PIPING SPECIALTIES 4

221319 SANITARY WASTE PIPING SPECIALTIES 4

221353 FACILITY SEPTIC TANKS 7

223400 FUEL-FIRED, DOMESTIC-WATER HEATERS 6

224213 COMMERCIAL PLUMBING FIXTURES 9

224713 DRINKING FOUNTAINS 4

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

230513 COMMON MOTOR REQUIREMENTS FOR HVAC EQUIPMENT 2

230529 HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT 6

230593 TESTING, ADJUSTING, AND BALANCING FOR HVAC 9

230713 DUCT INSULATION 4

230923 DIRECT DIGITAL CONTROLS (DDC) SYSTEM FOR HVAC 1

230993 SEQUENCE OF OPERATIONS FOR HVAC CONTROLS 2

231126 FACILITY LIQUEFIED-PETROLEUM GAS PIPING 11

232300 REFRIGERANT PIPING (OPTION) 8

233113 METAL DUCTS 10

233300 AIR DUCT ACCESSORIES 4

233346 FLEXIBLE DUCTS 2

233423 HVAC POWER VENTILATORS 3

233713.23 DIFFUSERS, REGISTERS AND GRILLES 2

235416.13 GAS-FIRED FURNACES 4

235533.16 GAS-FIRED UNIT HEATERS 5

238126 SPLIT-SYSTEM CONDENSING UNITS (OPTION) 3

238216.13 REFRIGERANT AIR COILS (OPTION) 4

238239.13 CABINET UNIT HEATERS 3

DIVISION 26 - ELECTRICAL

260010 SUPPLEMENTAL REQUIREMENTS FOR ELECTRICAL 12

260519 LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES 6

260526 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS 6

260529 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS 5

260533 RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS 19

260544 SLEEVES AND SLEEVE SEALS FOR ELECTRICAL RACEWAYS AND CABLING 5

260553 IDENTIFICATION FOR ELECTRICAL SYSTEMS 9

260923 LIGHTING CONTROL DEVICES 6

262416 PANELBOARDS 9

262726 WIRING DEVICES 8

262813 FUSES 4

262816 ENCLOSED SWITCHES AND CIRCUIT BREAKERS 7

262913.03 MANUAL AND MAGNETIC MOTOR CONTROLLERS 8

264313 SURGE PROTECTIVE DEVICES FOR LOW-VOLTAGE ELECTRICAL POWER

CIRCUITS

265119 LED INTERIOR LIGHTING 6

265213 EMERGENCY AND EXIT LIGHTING 6

265613 LIGHTING POLES AND STANDARDS 7

265619 LED EXTERIOR LIGHTING 7

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

281000 TECHNOLOGY OVERVIEW 6

281100 COMMUNICATIONS ROOM 5

281150 COMMUNICATIONS GROUNDING 3

281600 CAT-6 CABLING 10

287200 TECHNOLOGY SUBMITTALS 4

287600 TECHNOLOGY LABELING 4

287700 TECHNOLOGY TESTING 2

287800 TECHNOLOGY WARRANTY 2

Site and Infrastructure Subgroup

DIVISION 31 - EARTHWORK

311000 SITE CLEARING 5

312000 EARTH MOVING 17

315000 EXCAVATION SUPPORT AND PROTECTION 6

DIVISION 33 - UTILITIES

332100 WATER SUPPLY WELL 8

END OF TABLE OF CONTENTS

SUMMARY 011000 - 1

SECTION 011000 - SUMMARY

PART 1 - GENERAL

1.1 PROJECT IDENTIFICATION

A. Project Name and Location: Cadillac-Manistee Fire Warehouse. The proposed project address is 1170 Nursery Road, Wellston, MI. The site is located thirty miles west of the intersection of M-37 and M-55.

B. Project Summary Description: The project includes but is not limited to the following Work:

1. New 6,000 gross square feet heated warehouse and garage to store approximately four fire trucks, a trailer, potentially two pick-up trucks, and a Work Area. The structure will also contain a Fitness Room, Conference Room, Toilet and Shower Rooms, Locker Area, Mechanical Room, Laundry Room, and Janitor Closet.

2. Wood frame construction with concrete slab on grade.

3. New garage exit and entrance road. See drawing C1-02 for location and construction limit lines.

C. Government or Owner refers to the USDA Forest Service. Contracting Officer (CO) refers to the person assigned by the USDA Forest Service to administer the Contract. Soon after Contract award, the Contracting Officer will designate a Contracting Officer Representative

(COR).

1.2 CONTRACTOR USE OF SITE AND PREMISES

A. Contractor may use on-site power, water, and toilet facilities.

PART 2 - PRODUCTS & PART 3 – EXECUTION (Not Applicable)

END OF SECTION 011000

WORK RESTRICTION 011400 - 1

SECTION 011400 - WORK RESTRICTIONS

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section.

1.2 CONTRACTOR USE OF PREMISES

A. The Government will conduct a pre-construction survey with the Contractor to review and document the existing project conditions prior to construction.

B. The Contractor shall perform all work during weekdays, Monday through Friday; between the hours of 7:00 AM and 5:00 PM; without disruption to government employees and government operations unless approved by COR under critical conditions. Coordinate with COR if any changes to work schedule is allowed.

C. The Contractor shall limit use of the premises to the work in areas indicated.

1. Confine operations at the site to areas indicated. Do not disturb portions of the site beyond the areas in which Work is indicated.

2. Schedule deliveries to minimize on-site storage of material and equipment.

3. Repair damage caused by construction operations. Take precautions to protect the public during the construction period.

4. Space on the premises is available for the Contractor's storage and related activities.

5. Existing materials and equipment that are removed as part of the construction operations, and that are not reused or salvaged as Government property, shall become the property of the Contractor and shall be promptly removed from the site.

1.3 GOVERNMENT OCCUPANCY

A. The Government will occupy the site during the construction. Cooperate with the Government's representatives during construction operations to minimize conflicts and facilitate Government usage. Perform the Work in a manner that does not interfere with the Government's operations.

PART 2 - PRODUCTS (Not Applicable) & PART 3 - EXECUTION (Not Applicable)

END OF SECTION 011400

UNIT PRICES 012700 - 1

SECTION 012700 - UNIT PRICES

1.1 SUMMARY

A. A unit price provides an amount proposed by the Contractor and stated on the Schedule of Items as a price per unit of measurement for materials or services.

B. Unit prices include all necessary material and labor costs, overhead, profit, taxes, shipping and other related expenses for the added or deducted work.

1.2 PROCEDURES

A. Measurement: Method of measurement for each unit price is specified in the specification section applicable to the work.

B. Verification: The Government reserves the right to reject the Contractor's measurement of work in place that involves use of an established unit price, and to have this work measured, at the Government's expense, by an independent surveyor acceptable to the Contractor.

PART 2 - PRODUCTS (Not Applicable)

PART 3 - EXECUTION (Not Applicable)

END OF SECTION 012700

PROJECT MANAGEMENT AND COORDINATION 013100 - 1

SECTION 013100 - PROJECT MANAGEMENT AND COORDINATION

1.1 SUMMARY

A. This section includes certain administrative provisions for managing and coordinating construction operations.

1.2 GENERAL PROJECT COORDINATION

A. Coordination of Trades: Coordinate construction operations to provide an efficient and orderly installation of each part of the Work.

1.3 CONSERVATION

A. Consider conservation of energy, water, and materials during construction operations.

1.4 SPILL CONTROL

A. Develop plans to provide for containment of hazardous materials and unplanned spills.

1.5 ADMINISTRATIVE AND SUPERVISORY PERSONNEL

A. In addition to meeting the requirements of FAR 52.236-6 for an on-site Project Superintendent, the Contractor shall provide other administrative and supervisory personnel as required for performance of the Work.

1.6 CONFERENCES AND MEETINGS

A. Pre-construction Conference: The Contracting Officer (CO) will schedule a pre-construction conference before starting construction at a time and place convenient to the Contractor and will review responsibilities and personnel assignments. FAR 52.236-26

B. Progress Meetings: Progress meetings at the Project Site shall be conducted at regular intervals.

Dates of meetings shall be coordinated with preparation of the payment request in accordance with FAR 52.232-5.

1. Agenda: Include topics for discussion as appropriate to the status of the Project. Include review of the Contractor's Construction Schedule and of the present and future needs of each entity present.

2. Schedule Updating: If the progress of the work falls behind the approved Contractor’s Construction Schedule, the Contractor shall submit a supplementary schedule for approval by the Contracting Officer (CO) in accordance with FAR 52.236-15.

PROJECT MANAGEMENT AND COORDINATION 013100 - 2

1.7 SUBMITTALS

A. Staff Names: Within 5 calendar days after commencement of construction, submit a list of principal staff assignments, including the Superintendent and other primary personnel. Identify individuals by name, duties and responsibilities, home address, and business and home telephone numbers. Post copies of this list in the temporary field office.

B. Construction Schedules shall be submitted as directed in FAR 52.236-15, Schedules for Construction.

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.

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

C. Completed Construction: Clean completed construction and provide maintenance to prevent damage, soiling or other deterioration through the remainder of the construction period.

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.

END OF SECTION 013100

Huron-Manistee NF Cadillac-Manistee Fire Operations Center 10/21/2022

SUBMITTAL PROCEDURES 013300 - 1

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 submittals.

B. See Division 01 Section "Quality Requirements" for submitting test and inspection reports.

C. See Division 01 Section "Closeout Procedures" for submitting warranties.

1.2 DEFINITIONS

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

B. Informational Submittals: Written information that does not require COR's responsive action.

Submittals may be rejected for not complying with requirements.

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. COR 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 resubmittals, as follows. Time for review shall commence on COR'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 days for initial review of each submittal. Allow additional time if coordination with subsequent submittals is required. Architect 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 10 days for review of each resubmittal.

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

SUBMITTAL PROCEDURES 013300 - 2

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

2. Provide a space approximately 6 by 8 inches on label or beside title block to record

Contractor's review and approval markings and action taken by COR.

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

a. Project name.

b. Date.

c. Name and address of COR.

d. Name and address of Contractor.

e. Name and address of subcontractor.

f. Name and address of supplier.

g. Name of manufacturer.

h. 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).

i. Number and title of appropriate Specification Section.

j. Drawing number and detail references, as appropriate.

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

l. Other necessary identification.

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

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

1. Additional copies submitted for maintenance manuals will be marked with action taken and will be returned.

F. Transmittal: Package each submittal individually and appropriately for transmittal and handling. Transmit each submittal using a transmittal form. COR will discard submittals received from sources other than Contractor.

G. 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 "Approved” or “Approved as Noted.”

H. 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.

I. Use for Construction: Use only final submittals with mark indicating "Approved” or “Approved as Noted.” taken by COR.

SUBMITTAL PROCEDURES 013300 - 3

PART 2 - PRODUCTS

2.1 ACTION SUBMITTALS

A. General: 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. Printed performance curves.

f. Operational range diagrams.

g. Compliance with specified referenced standards.

h. Testing by recognized testing agency.

4. Number of Copies: Submit three copies of Product Data, unless otherwise indicated.

COR will return two copies. Mark up and retain one returned copy as a Project Record Document.

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.

1. Preparation: Fully illustrate requirements in the Contract Documents. Include the following information, as applicable:

a. Dimensions.

b. Identification of products.

c. Fabrication and installation drawings.

d. Roughing-in and setting diagrams.

e. Shopwork manufacturing instructions.

f. Templates and patterns.

g. Schedules.

h. Notation of coordination requirements.

i. Notation of dimensions established by field measurement.

j. Relationship to adjoining construction clearly indicated.

k. Seal and signature of professional engineer if specified.

2. Sheet Size: Except for templates, patterns, and similar full-size drawings, submit Shop Drawings on sheets at least 8-1/2 by 11 inches but no larger than 30 by 40 inches.

3. Number of Copies: Submit two opaque (bond) copies of each submittal. COR will return one copy.

SUBMITTAL PROCEDURES 013300 - 4

D. 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. Generic description of Sample.

b. Product name and name of manufacturer.

c. Sample source.

d. Number and title of appropriate Specification Section.

3. 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.

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

4. 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 three sets of Samples. COR will retain two Sample sets; remainder will be returned.

2.2 INFORMATIONAL SUBMITTALS

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

1. Number of Copies: Submit two copies of each submittal, unless otherwise indicated.

COR will not return copies.

2. Certificates and Certifications: Provide a notarized statement that includes signature of entity responsible for preparing certification. Certificates and certifications shall be signed by an officer or other individual authorized to sign documents on behalf of that entity.

3. Test and Inspection Reports: Comply with requirements specified in Division 01 Section "Quality Requirements."

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

C. Welding Certificates: Prepare written certification that welding procedures and personnel comply with requirements in the Contract Documents. Submit record of Welding Procedure

SUBMITTAL PROCEDURES 013300 - 5

Specification (WPS) and Procedure Qualification Record (PQR) on AWS forms. Include names of firms and personnel certified.

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.

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. Preconstruction Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard form, indicating, and interpreting results of tests performed before installation of product, for compliance with performance requirements in the Contract Documents.

K. 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 in the Contract Documents.

L. Design Data: Prepare written and graphic information, including, but not limited to, performance and design criteria, list of applicable codes and regulations, and calculations.

Include list of assumptions and other performance and design criteria and a summary of loads.

Include load diagrams if applicable. Provide name and version of software, if any, used for calculations. Include page numbers.

M. 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.

N. Insurance Certificates and Bonds: Prepare written information indicating current status of insurance or bonding coverage. Include name of entity covered by insurance or bond, limits of coverage, amounts of deductibles, if any, and term of the coverage.

SUBMITTAL PROCEDURES 013300 - 6

PART 3 - EXECUTION

3.1 CONTRACTOR'S REVIEW

A. Review each submittal and check for coordination with other Work of the Contract and for compliance with the Contract Documents. Note corrections and field dimensions. Mark with approval stamp before submitting to COR.

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.

3.2 COR'S ACTION

A. General: COR will not review submittals that do not bear Contractor's approval stamp and will return them without action.

B. Action Submittals: COR will review each submittal, make marks to indicate corrections or modifications required, and return it. COR will stamp each submittal with an action stamp and will mark stamp appropriately to indicate action taken, as follows:

1. “Approved” – Submittal is accepted as submitted

2. “Approved as Noted” – Submittal is accepted with minor changes and/or clarifications needed.

3. “Rejected” – Submittal does not meet the specifications or does not provide enough information to make a determination of compliance with specifications.

C. Informational Submittals: COR will review each submittal and will not return it or will return it if it does not comply with requirements. COR will forward each submittal to appropriate party.

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

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

END OF SECTION 013300

QUALITY CONTROL 014000 - 1

SECTION 014000 - QUALITY CONTROL

1.1 SUMMARY

A. This section, FAR 52.246-1, and FAR 52.246-12 include requirements for quality control services to verify quality assurance requirements specified elsewhere in the Contract.

B. The Government reserves the right to conduct independent tests.

C. This section includes requirements for quality control services: soil density compaction, and concrete tests.

D. The quality control services include tests and related actions, including reports, performed by the Contractor, independent agencies, or governing authorities.

1.2 RESPONSIBILITIES

A. Contractor Responsibilities: The Contractor shall provide for tests, inspections and other quality control services where specified in the Contract or when required by authorities having jurisdiction. Costs for these services are included in the Contract price. The Contractor shall maintain complete inspection records and make them available to the government.

B. The Contractor shall employ and pay for a qualified independent testing agency (Agency) to perform the quality control services.

C. Retesting: The Contractor is responsible for retesting, including repeated inspections and other services, where results of the initial tests, inspections or other quality control services indicate noncompliance with the requirements of the Contract.

D. Associated Services: The Contractor shall cooperate with others performing required tests, inspections and other quality control services, shall provide access to the work, and shall furnish incidental labor and facilities necessary to facilitate inspections and tests.

E. Take adequate quantities of representative samples of materials that require testing or assist the agency in taking samples.

1. Deliver samples to testing laboratories.

2. Provide security and protection of samples and test equipment at the Project site.

F. The Agency shall provide qualified personnel to perform required inspections and tests.

G. The Agency shall notify the Government and the Contractor of irregularities or deficiencies observed in the Work during performance of their services.

H. The Agency is not authorized to change requirements of the Contract or approve or accept any portion of the Work. The Agency shall not perform any duties of the Contractor.

QUALITY CONTROL 014000 - 2

1.3 QUALIFICATIONS OF INDEPENDENT TESTING AGENCIES

A. A qualified independent testing Agency shall be an accredited entity engaged to perform tests or inspections, and to report on and, if required, to interpret results of those tests or inspections.

1.4 SUBMITTALS

A. Reports: The Contractor shall submit a certified written report, in duplicate, of each test, inspection or other quality control service to the Government.

B. Written reports shall include but not be limited to the following:

1. Date of issue.

2. Project title and number.

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

4. Dates and locations of samples and tests or inspections.

5. Names of individuals making the test or inspection.

6. Designation of the work and test method.

7. Identifications of product and specification section.

8. Complete test or inspection data.

9. Test results and an interpretation of test results.

10. Ambient conditions at the time of sample taking and testing.

11. Comments or professional opinion on whether tested or inspected Work complies with

Contract Document requirements.

12. Name and signature of laboratory inspector.

13. Recommendations on retesting.

C. Permits, Licenses, and Certificates: For the Government'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 bearing on performance of the Work.

PART 2 - PRODUCTS (Not applicable)

PART 3 - EXECUTION (Not applicable)

END OF SECTION 014000

REFERENCES 014200 - 1

SECTION 014200 - REFERENCES

1.1 DEFINITIONS

A. General Explanation: Specification language often includes terms that are defined elsewhere in the Contract including the Construction Clauses. Certain terms are defined in this section.

These definitions or explanations are not necessarily complete or exclusive but are general for the Work and may be explained more explicitly in other sections.

B. "General Conditions" refer collectively to the Construction Contract Clauses, Labor Standards and the U.S. Department of Labor Wage Decision bound into the specifications.

C. "Indicated" refers to graphic representations, notes or schedules on the Drawings, or to requirements elsewhere in the Specifications or other Contract Documents. Terms such as "shown", "noted", "scheduled" and "specified" have the same meaning as "indicated" and are used to further help locate the reference, but no limitation on location is intended except as specifically stated.

D. Where "directed", "authorized", "selected", "approved", or a similar term is used in conjunction with the Contractor's submittals, applications, requests and other activities, and the specifications state that an individual other than the Contracting Officer (CO) shall provide this action, it is understood that only the CO has this authority unless the individual stated is so authorized in writing by the CO.

1. When the individual is so authorized by the CO, the Contractor may still appeal the action to the CO.

2. The CO’s decision will be final.

3. In no case shall the CO action be interpreted as releasing the Contractor from responsibility to fulfill the requirements of the Contract.

E. "Regulations" include laws, ordinances, statutes and lawful orders issued by authorities having jurisdiction, as well as rules, conventions and agreements within the construction industry that control performance of the Work.

F. "Project site" refers to the space available to the Contractor for performance of the Work, either exclusively or in conjunction with others performing other work.

G. "Furnish" means to supply and deliver to the Project site, ready for unloading, unpacking, assembling, installation, and similar operations.

H. "Install" describes operations at the Project site, including unloading, temporary storage, unpacking, assembling, erecting, placing, anchoring, applying, working to dimension, finishing, curing, protecting, cleaning and similar operations.

I. "Provide" means to furnish and install, complete in place and ready for full use.

REFERENCES 014200 - 2

J. "Cutting" refers to removal of material by cutting, sawing, drilling, breaking, chipping, grinding, excavating, and similar operations.

K. "Patching" refers to restoration of a surface to its original completed condition by filling, repairing, refinishing, closing, and similar operations.

L. "Installer" is the Contractor or another entity engaged by the Contractor, either directly or indirectly through subcontracting, to perform a particular construction operation at the Project site, including installation, erection, application and similar operations. Installers shall be skilled in the operations they perform.

M. "Testing agency" or "testing laboratory" is an independent entity engaged to perform specific inspections or tests, either at the Project site or elsewhere, and to report the results of those inspections and tests.

N. "Notice to Proceed" is the CO’s notification by letter to the Contractor to proceed with the Contract, activating the time period for construction and establishing the completion date.

1.2 CODES AND STANDARDS

A. Applicability of Standards: Unless the Contract includes more stringent requirements, applicable construction industry standards have the same force and effect, to the extent referenced, as if bound or copied directly into the Contract. Such standards are made a part of the Contract by reference.

B. Codes: The Work shall be performed in compliance with the latest editions of the following codes: NEC, IBC, IPC, and UMC.

C. Conflicting Requirements. Where compliance with two or more standards is specified, comply with the most stringent requirement. Refer uncertainties, and requirements that are different but apparently equal, to the CO in writing for a decision before proceeding.

D. Abbreviations: Names and titles of standards are frequently abbreviated. Abbreviations and acronyms used in the Contract mean the recognized name of a trade association, standards-producing organization, and authority having jurisdiction or other entity applicable to the context of the particular provision. Except as otherwise indicated, refer to the current editions of the following publications for abbreviations:

1. "Encyclopedia of Associations: National Organizations of the U.S.", published by Gale Research.

2. "National Trade and Professional Associations of the United States", published by Columbia Books.

3. "Means Illustrated Construction Dictionary - New Unabridged Edition" published by R.S.

Means Company, Inc.

E. Abbreviations: Names and titles of standards are frequently abbreviated. Abbreviations and acronyms used in the Contract mean the associated names. The following names may be referenced in the Contract:

1. AASHTO - American Association of State Highway and Transportation

REFERENCES 014200 - 3

2. ABA – Architectural Barriers Act (Federally Funded Buildings)

3. ABAAS – Architectural Barriers Act Accessibility Standards (Federally Funded

Buildings)

4. ACI - American Concrete Institute

5. ADA – American’s with Disabilities Act (Non-Federally Funded Buildings)

6. ADAAG – Americans with Disabilities Act Accessibility Guidelines

7. AI - Asphalt Institute

8. AISC - American Institute of Steel Construction

9. AITC - American Institute of Timber Construction

10. ALSC – American Lumber Standard Committee

11. ANSI - American National Standards Institute

12. ASME – American Society of Mechanical Engineers International

13. ASTM - American Society for Testing and Materials

14. AWPA - American Wood-Preservers' Association

15. AWS - American Welding Society

16. AWWA - American Water Works Association

17. CABO - Council of American Building Officials

18. CFR - Code of Federal Regulations

19. CRSI - Concrete Reinforcing Steel Institute

20. CS - Commercial Standard (U.S. Dept. of Commerce)

21. CSI - Construction Specifications Institute

22. DOT – Department of Transportation

23. EIA - Electronic Industries Association

24. EPA - Environmental Protection Agency

25. FS - Federal Specification (Publications available from GSA)

26. GSA - General Services Administration

27. IBC – International Building Code

28. IFC – International Fire Code

29. IPC – International Plumbing Code

30. ICBO – International Conference of Building Officials

31. MCAA – Mechanical Contractors Association of America

32. MSS-Manufacturers Standardization Society of the Valve and Fittings Industry Inc.

33. NECA – National Electrical Contractors Association

34. NEMA - National Electrical Manufacturers Association

35. NEC – National Electrical Code

36. NFPA - National Fire Protection Association

37. OSHA - Occupational Safety and Health Administration (U.S. Dept. of Labor)

38. PCA - Portland Cement Association

39. SSPC - Steel Structures Painting Council - The Society for Protective Coatings

40. UFAS – Uniform Federal Accessibility Standards

41. UL - Underwriters Laboratories Inc.

42. IMC – International Mechanical Code

43. IPC – International Plumbing Code

44. USDA - U.S. Department of Agriculture

PART 2 - PRODUCTS (Not applicable)

PART 3 - EXECUTION (Not applicable)

REFERENCES 014200 - 4

END OF SECTION 014200

TEMPORARY FACILITIES AND CONTROLS 015000 - 1

SECTION 015000 - TEMPORARY FACILITIES AND CONTROLS

1.1 SUMMARY

A. Provide temporary utilities, support facilities, protection, and controls required for construction.

Provide project work signs and secured areas to direct safe construction operations.

1.2 QUALITY ASSURANCE

A. Standards and Regulations: Comply with industry standards, codes, and with applicable laws and regulations of authorities having jurisdiction.

PART 2 - PRODUCTS (Not Applicable)

PART 3 - EXECUTION

3.1 TEMPORARY UTILITIES

A. Temporary Electric Power Service: Provide as needed to keep normal office & warehouse/garage operations from being interrupted.

3.2 TEMPORARY SUPPORT FACILITIES

A. Provide temporary enclosures for protection of construction as needed. Collect waste from construction areas, storage areas and other areas affected by the work daily.

3.3 TEMPORARY PROTECTION FACILITIES

A. Barricades, Warning Signs, and Lights: Comply with standards and code requirements for erecting structurally adequate barricades. Paint with appropriate colors, graphics, and warning signs to inform personnel and the public of the hazard involved.

3.4 OPERATION, TERMINATION, AND REMOVAL

A. Maintain facilities in good operating condition until removal. Each temporary facility shall be removed when need for has ended.

END OF SECTION 015000

EXECUTION REQUIREMENTS 017000 - 1

SECTION 017000 - EXECUTION REQUIREMENTS

1.1 SUMMARY

A. This section, FAR 52.236-5, FAR 52.236-12, and FAR 52.236.17 include certain general procedural requirements governing the Contractor's execution of the Work, including, but not limited to laying out the Work, general installation of products, correction of defective Work, and cleaning.

1.2 QUALITY ASSURANCE

A. Workmanship Standards: Initiate and maintain procedures to ensure personnel performing the Work are skilled and knowledgeable in the methods and craftsmanship needed to produce the required levels of workmanship. Remove and replace Work that does not comply with workmanship specified and standards recognized in the construction industry for the applications indicated. Remove and replace Work damaged or deteriorated by faulty workmanship or replacement of other Work.

1. Manufacturer's Instructions: Where installations include manufactured products, comply with manufacturer's applicable installation instructions and recommendations to the extent that those instructions and recommendations are more explicit or stringent than requirements contained in the Contract. The Contracting Officer’s Representative (COR) shall be immediately notified of conflicts between manufacturer’s instructions and the Contract.

2. Minimum Quality and Quantity: The quality level or quantity shown or specified shall be the minimum required for the Work. Except as otherwise indicated, the Work shall comply exactly with that minimum or may be superior to that minimum. Specified numeric values are either minimums or maximums as indicated or as appropriate for the context of the requirements.

PART 2 - PRODUCTS (Not Applicable)

PART 3 - EXECUTION

3.1 LAYING OUT THE WORK

A. Before proceeding to lay out the Work, verify layout information shown on the Drawings, in relation to the property survey and existing benchmarks. If discrepancies are discovered notify the Contracting Officer's Representative (COR) promptly.

B. Maintain existing benchmarks at the sites as indicated on the Drawings or replace at new locations.

EXECUTION REQUIREMENTS 017000 - 2

C. Existing Utilities and Equipment: The existence and location of underground and other utilities and construction indicated as existing are not guaranteed. Before beginning site work, investigate and verify the existence and location of underground utilities and other construction.

3.2 PREPARATION

A. Site Improvements: The Contractor is responsible for all staking, maintaining and replacing of staking, except: The Government will mark existing benchmarks locations on the ground. The Government will establish (one time only) the corners of all buildings and the clearing limits of the on-site septic system drain fields.

B. Existing Utilities: Furnish information necessary to adjust, move, or relocate existing structures, utility poles, lines, services, or other appurtenances located in or affected by construction. Coordinate with local authorities having jurisdiction.

C. Take field measurements as required to fit the Work properly.

3.3 INSTALLATION

A. Locate the Work and components of the Work accurately. Make vertical work plumb and horizontal work level.

B. Install products at the time and under conditions that will produce satisfactory results.

C. Conduct construction operations so that no part of the Work is subjected to damaging operations or loading in excess of that expected during normal conditions of occupancy.

D. Anchors and Fasteners: Provide anchors and fasteners as required to withstand stresses, vibration and physical distortion. Anchor each component securely in place, accurately located and aligned with other Work.

E. Adjust operating components for proper operation without binding.

3.4 CORRECTION OF DEFECTIVE WORK

A. Repair or remove and replace defective construction. Restore damaged substrates and finishes.

B. Repairing includes replacing defective parts, refinishing damaged surfaces, touching up with matching materials, and proper adjustment of operating equipment.

C. Remove and replace damaged surfaces that are exposed to view if the surfaces cannot be repaired without visible evidence of repair.

D. Repair components that do not operate properly. Remove and replace operating components that cannot be repaired to operate properly.

E. Remove and replace chipped, scratched, or broken surfaces.

EXECUTION REQUIREMENTS 017000 - 3

3.5 CLEANING

A. Maintain the project site and work areas free of waste material and debris.

B. Clean areas where Work is in progress to the level of cleanliness necessary for proper execution of the work.

1. Remove liquid spills promptly.

C. Remove debris from concealed spaces prior to enclosing the space.

D. Clean exposed surfaces and protect as necessary to ensure freedom from damage and deterioration at the time of project completion.

3.6 PROTECTION

A. Protect installed work from soiling and damage.

B. Protective Coverings: Provide appropriate protective coverings for work that might be damaged by subsequent operations. Maintain protective coverings in place until project completion.

END OF SECTION 017000

Huron-Manistee NF Cadillac-Manistee Fire Operations Center 11/18/2022

CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 017419 - 1

SECTION 017419 - CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes administrative and procedural requirements for the following:

1. Salvaging nonhazardous [demolition] [and] [construction] waste.

2. Recycling nonhazardous [demolition] [and] [construction] waste.

3. Disposing of nonhazardous [demolition] [and] [construction] waste.

B. Related Requirements:

1. Section 311000 "Site Clearing" for disposition of waste resulting from site clearing and removal of above- and below-grade improvements.

1.2 DEFINITIONS

A. Construction Waste: Building, structure, and site improvement materials and other solid waste resulting from construction, remodeling, renovation, or repair operations. Construction waste includes packaging.

B. Demolition Waste: Building, structure, and site improvement materials resulting from demolition operations.

C. Disposal: Removal of demolition or construction waste and subsequent salvage, sale, recycling, or deposit in landfill, incinerator acceptable to authorities having jurisdiction, or designated spoil areas on Owner’s property.

D. Recycle: Recovery of demolition or construction waste for subsequent processing in preparation for reuse.

E. Salvage: Recovery of demolition or construction waste and subsequent sale or reuse in another facility.

F. Salvage and Reuse: Recovery of demolition or construction waste and subsequent incorporation into the Work.

1.3 INFORMATIONAL SUBMITTALS

A. Waste Reduction Progress Reports: Concurrent with each Application for Payment, submit report. Include the following information:

1. Material category.

2. Generation point of waste.

3. Total quantity of waste in tons.

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CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 017419 - 2

4. Quantity of waste salvaged, both estimated and actual in tons.

5. Quantity of waste recycled, both estimated and actual in tons.

6. Total quantity of waste recovered (salvaged plus recycled) in tons.

7. Total quantity of waste recovered (salvaged plus recycled) as a percentage of total waste.

B. Waste Reduction Calculations: Before request for Substantial Completion, submit calculated end-of-Project rates for salvage, recycling, and disposal as a percentage of total waste generated by the Work.

C. Records of Sales: Indicate receipt and acceptance of salvageable waste sold to individuals and organizations. Indicate whether organization is tax exempt.

D. Recycling and Processing Facility Records: Indicate receipt and acceptance of recyclable waste by recycling and processing facilities licensed to accept them. Include manifests, weight tickets, receipts, and invoices.

E. Landfill and Incinerator Disposal Records: Indicate receipt and acceptance of waste by landfills and incinerator facilities licensed to accept them. Include manifests, weight tickets, receipts, and invoices.

1.4 QUALITY ASSURANCE

A. Waste Management Coordinator Qualifications: Experienced firm, or individual employed and assigned by General Contractor, with a record of successful waste management coordination of projects with similar requirements.

B. Waste Management Conference(s): Conduct conference(s) at Project site to comply with requirements in Section 013100 "Project Management and Coordination."

1.5 WASTE MANAGEMENT PLAN

A. General: Develop a waste management plan according to requirements in this Section. Plan shall consist of waste identification, waste reduction work plan, and cost/revenue analysis.[ Distinguish between demolition and construction waste.] Indicate quantities by weight or volume, but use same units of measure throughout waste management plan.

B. Waste Identification: Indicate anticipated types and quantities of [demolition] [site-clearing] [and] [construction] waste generated by the Work. Include estimated quantities and assumptions for estimates.

C. Waste Reduction Work Plan: List each type of waste and whether it will be salvaged, recycled, or disposed of in landfill or incinerator. Include points of waste generation, total quantity of each type of waste, quantity for each means of recovery, and handling and transportation procedures.

1. Salvaged Materials for Sale: For materials that will be sold to individuals and organizations, include list of their names, addresses, and telephone numbers.

2. Recycled Materials: Include list of local receivers and processors and type of recycled materials each will accept. Include names, addresses, and telephone numbers.

Huron-Manistee NF Cadillac-Manistee Fire Operations Center 11/18/2022

CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 017419 - 3

3. Disposed Materials: Indicate how and where materials will be disposed of. Include name, address, and telephone number of each landfill and incinerator facility.

4. Handling and Transportation Procedures: Include method that will be used for separating recyclable waste including sizes of containers, container labeling, and designated location where materials separation will be performed.

PART 2 - PRODUCTS

2.1 PERFORMANCE REQUIREMENTS

A. General: Achieve end-of-Project rates for salvage/recycling of [50] percent by weight of total nonhazardous solid waste generated by the Work. Facilitate recycling and salvage of materials.

PART 3 - EXECUTION

3.1 PLAN IMPLEMENTATION

A. General: Implement approved waste management plan. Provide handling, containers, storage, signage, transportation, and other items as required to implement waste management plan during the entire duration of the Contract.

B. Waste Management Coordinator: Engage a waste management coordinator to be responsible for…