Attachment 1. Statement of Work.docx

STATEMENT OF WORK

FOR

REPAIR BOGARD FIRE BARRACKS ROOF

LASSEN NATIONAL FOREST

TABLE OF CONTENTS

Specifications

Vicinity Map …………………………………………………………… 16 Project Location Map ………………………..…………………………. 17

STATEMENT OF WORK

FOR

REPAIR BOGARD FIRE BARRACKS ROOF

BACKGROUND SITUATION:

In 2020 a contract was awarded to Repair Bogard Fire Barracks Roof. The contractor did not complete the contracted roof repair work; however, did deliver metal roof panels for the Fire Barracks. Those metal roof panels are stored onsite and are Government Furnished Material (GFM) for this project.

Contractors’ disposal requirements include any unused GFM.

SCOPE OF WORK:

The project requires the furnishing of labor, equipment, transportation, supplies, and materials to install a standing seam metal roof onto the Bogard Work Center Fire Barracks building. The existing roof is a corrugated panel metal roof on a cross shaped one-story building. The roof is approximately 4,300 square feet at roughly a 5/12 pitch with a 3-foot eave overhang around the perimeter of the building; the eaves taper at the front and back ends of the building.

The work consists of: removing and disposing of the existing metal roof panels, ridge caps, rake metal, flashing, and underlayment; removing and replacing approximately 340 square feet (18'x 19') of damaged roof sheathing along with approximately 15 lineal feet of 2"x 10" fascia board all at the front (south) side of the building; removing and replacing approximately 66 square feet of soffit (3'wide x 22' long), reusing old soffit board if possible; repairing or replacing twelve 2"x 6" damaged roof rafters underneath damaged roof sheathing; installing ice dam roof underlayment for entire roof; installing a new standing seam metal roof with ridge caps, flashing, drip edges, rake edges, and fascia, all sealed tight so that there are no leaks (i.e. around vent and/or roof penetrations). The rake edges shall be removed and new ones matching the existing rake color shall be installed.

Work for this project includes replacement of roof vents and installing snow diverters for five of the roof vents that are located on the lower portions of the roof. Roof rafters shall have cross ventilation for each separate space by ventilating openings protected against the entrance of rain or snow. Ventilation openings shall open directly to the outside air and shall be protected to prevent the entry of birds, rodents, snakes and other similar creatures. Ventilation openings shall have a least dimension of 1/16 inch (1.6 mm) minimum and 1/4 inch (6.4 mm) maximum. Ventilation openings having a least dimension larger than 1/4 inch (6.4 mm) shall be provided with corrosion-resistant wire cloth screening, hardware cloth or similar material with openings having a least dimension of 1/16 inch (1.6 mm) minimum and 1/4 inch (6.4 mm) maximum.

The net free ventilating area shall be not less than 1/150 of the area of the space ventilated. Ventilators shall be installed in accordance with manufacturer's installation instructions.

PROJECT LOCATION:

This project is located at: USFS Bogard Work Center, 622-275 Hwy 44, Susanville (Bogard) California.

Directions: From Susanville, head west on Hwy36 and turn right onto Hwy 44. The USFS Bogard Work Center is located approximately 29 mi from Susanville.

SCHEDULE OF WORK:

The duration of the project shall be 60 calendar days from the Notice to Proceed.

Operations shall be scheduled so that work is completed between the hours of 8 a.m. and 5 p.m. Monday through Friday, except on Federal Holidays. Permission to work an alternate schedule or hours outside those designated may be requested from the Contracting Officer.

FIRE PLAN

Included as Attachment 7 – Fire Plan.

Refer to Section J of the solicitation.

SUBMITTALS AND APPROVALS

A. Scope: Submittals include design computations, shop drawings, manufacturers' literature, as-built drawings, samples, and maintenance manuals.

B. Requirements: Allow at least 5 working days for review. Submittals shall be delivered to the Contracting Officers Representative (COR) at the Lassen National Forest Headquarters Office, 2550 Riverside Dr, Susanville, CA 96130 or emailed to Ralph Currier, Civil Engineer at ralph.currier@usda.gov.

1. Manufacturer's Literature: Submit 3 copies of the manufacturer's descriptive data for units to be used on this project.

2. Installation Instructions: Submit 3 copies of the manufacturer's installation instructions for the units to be used on this project.

3. Operating and Maintenance Instructions: Submit 3 copies of the manufacturer's operating and maintenance instructions for the units to be used on this project.

C. Identification of Submittals: Completely identify each submittal by showing at least the following information:

1. Name and address of submitter, plus name and telephone number of the individual to contact for further information.

2. Name of project as it appears in these specifications.

3. Contract number, drawing number, and specification section number to which the submittal applies.

4. Whether this is an original submittal or resubmittal.

5. Each item shall clearly note the manufacturer's name and address, trade name, product, lot, style, color, catalog designation or model number, and locations of use.

D. Approvals: Approval of the submittals is an indication that the Contractor's submittals have been reviewed and that there are no objections, except as noted. Approval of deviations shall apply only to those deviations or omissions from the requirements of the drawings and specifications brought to the Contracting Officer's attention in writing. After approval of an item, submit a substitute for approval when the approved item cannot be purchased or delivered in time to avoid delay in completion of the project.

APPLICABLE SPECIFICATIONS

A. Referenced Specifications/Standards with Abbreviations and/or Acronyms: Wherever the following acronyms are used, they are to be construed the same as the respective expressions represented. Copies of the referenced specifications/standards referred to herein may be procured by the Contractor, from the following:

AAMA American Architectural Manufacturer's Association (AAMA): www.aamanet.org:

AAMA 621 Voluntary Specifications for High Performance Organic Coatings on Coil Coated Architectural Hot Dipped Galvanized (HDG) & Zinc-Aluminum Coated Steel Substrates.

AAMA 809.2 Voluntary Specification Non-Drying Sealants.

1899 L Street, NW, 11th Floor Washington, DC 20036 ASCE American Society of Civil Engineers (ASCE): www.asce.org/codes-standards:

ASCE 7 Minimum Design Loads for Buildings and Other Structures ASTM American Society for Testing and Materials/ ASTM International: www.astm.org:

100 Barr Harbor Drive, PO Box C700 West Conshohocken, PA, 19428 ASTM A 653 Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process.

ASTM A 755 Specification for Steel Sheet, Metallic Coated by the Hot-Dip Process and Pre-painted by the Coil-Coating Process for Exterior Exposed Building Products.

ASTM A 792/A 792M Standard Specification for Steel Sheet, 55% Aluminum-Zinc Alloy-Coated by the Hot-Dip Process.

ASTM D 226 Standard Specification for Asphalt-Saturated Organic Felt Used in Roofing and Waterproofing.

ASTM D 1970 Standard Specification for Self-Adhering Polymer Modified Bituminous Sheet Materials Used as Steep Roofing Underlayment for Ice Dam Protection.

ASTM D 2244 Test Method for Calculation of Color Differences from Instrumentally Measured Color Coordinates.

ASTM D 4214 Test Methods for Evaluating Degree of Chalking of Exterior Paint Films.

ASTM E 84 Standard Test Method for Surface Burning Characteristics of Building Materials.

ASTM E 1646 Standard Test Method for Water Penetration of Exterior Metal Roof Panel Systems by Uniform Static Air Pressure Difference.

ASTM E 1680 Standard Test Method for Rate of Air Leakage Through Exterior Metal Roof Panel Systems.

ASTM E 1980 Standard Practice for Calculating Solar Reflectance Index of Horizontal and Low-Sloped Opaque Surfaces.

EPA Environmental Protection Agency: www.energystar.gov/index.cfm:

401 M St., SW Washington, DC 20460 Energy Star Reflective Roof Products.

FM Factory Mutual 1151 Boston-Providence Turnpike, P.O. Box 9102 Norwood, MA 02062 ICC-ES International Code Council Evaluation Service (): www.icc-es.org:

ICC ES AC188 Acceptance Criteria for Roof Underlayments.

MCA Metal Construction Association 8735 W. Higgins Rd., Suite 300 Chicago IL 60631 MCA "Guide Specification for Residential Metal Roofing" NFPA National Fire Protection Association 1 Batterymarch Park Quincy, MA 02269 NFPA 49-94 Hazardous Chemicals Data NFPA 54-92 National Fuel Gas Code NFPA 70-96 National Electrical Code NFPA 72-93 National Fire Alarm Code NFPA 101-94 Code for Safety to Life from Fire in Buildings and Structures NFPA 325-94 Guide to Fire Hazard Properties of Flammable Liquids, Gases, and Volatile Solids NFPA 495-92 Explosive Materials Code NFPA 704-90 Standard System for the Identification of the Fire Hazards of Materials NRCA National Roofing Contractors Association 10255 W. Higgins Road, Suite 600 Rosemont, IL 60018-5607 OSHA Occupational Safety and Health Administration US Department of Labor 200 Constitution Ave., NW Washington DC 20210 OSHA 2207-91 Construction Industry SPRI Single Ply Roofing Institute 465 Waverley Oaks Road, Suite 421 Waltham, MA 02452 UL Underwriters Laboratories, Inc.: www.ul.com:

UL 580 Tests for Uplift Resistance of Roof Assemblies UL 1897 Standard for Uplift Tests for Roof Covering Systems UL 2218 Impact Resistance of Prepared Roof Covering Materials UL 790 Standard Test Methods for Fire Tests of Roof Covering Systems B. Referenced Codes with Abbreviations and Acronyms: Wherever the following acronyms are used in these specifications or on the drawings, they are to be construed the same as the respective expressions represented.

Copies of the referenced codes referred to may be procured by the Contractor from the following:

LSC Life Safety Code National Fire Protection Association 1 Batterymarch Park Quincy, MA 02269 NFGC National Fuel Gas Code American Gas Association 8501 East Pleasant Valley Road Cleveland, OH 44131 IBC International Building Code International Code Council (ICC) 500 New Jersey Avenue, NW 6th Floor, Washington, DC 20001 UBC Uniform Building Code International Conference of Building Officials 5360 South Workman Mill Road Whittier, CA 90601 UCBC Uniform Code for Building Conservation International Conference of Building Officials 5360 South Workman Mill Road Whittier, CA 90601 UMC Uniform Mechanical Code International Association of Plumbing and Mechanical Officials 5032 Alhambra Avenue Los Angeles, CA 90032 3490

QUALITY ASSURANCE

A. Codes and Standards: The work shall comply with codes and standards applicable to each type of work and as listed in the individual sections of these specifications. This Contract incorporates materials, applications, and tests by reference, with the same force and effect as when they were given in full text.

B. Conflict: Where a conflict occurs between reference documents and project specifications, the project specifications shall govern.

C. Measurements: Where approved manufacturer's diagrams and shop drawings give specific measurements or rough-in dimensions for equipment, these dimensions shall take precedence over dimensions indicated on the drawings.

D. Equipment: Prior to ordering equipment, verify dimensions and functions of equipment proposed for use including the electrical service requirements. Be certain the equipment is compatible with the structural and architectural features of the work, avoids conflicts with equipment of other crafts, and that it will fit in the space provided.

DELIVERY, STORAGE AND HANDLING

A. Delivery: Protect products incorporated into the work from damage while in transit to the site. Products must be delivered in original unopened containers with manufacturer's name, brand designation, and contents legibly indicated.

B. Storage: Provide temporary storage facilities for products. Storage shall comply with the manufacturer's instructions. The storage area shall permit access for inspection and handling.

C. Handling: Load and unload products protecting them from damage.

PROJECT/SITE CONDITIONS

A. Site Conditions: This site has water and electrical power available. Cellular phone service is limited.

B. Climatic Conditions and Construction Season:

1. The elevation at the site is approximately 5,700 feet located in the pine forests of Northeast California.

2. Construction activities in this area are limited to Spring, Summer, and Fall because of winter snowfall. The actual start date will be determined at the time of Contract Award and Pre-Work Conference.

C. Environmental Considerations:

1. Fuel or oil spills occurring in soil during the work of this project shall be excavated to a depth of 12 inches beyond contaminated material and removed from the work site. Prescribed measures to prevent water pollution to nearby water resources shall be strictly observed.

2. The Contractor shall clean-up litter and discarded material each day during construction. All construction debris and trash shall be deposited into trash receptacles while on the jobsite then removed from the jobsite and disposed of at an approved landfill.

3. Items or debris not designated as salvage for the Government shall become the property of the Contractor.

Disposal of materials in a legal manner and payment of fees required is the Contractor's responsibility. Sale of material onsite is not allowed unless authorized in writing by the Contracting Officer. When hazardous materials are encountered during demolition operations, comply with applicable federal, state, and local regulations, laws, and ordinances concerning removal, handling, and protection against exposure or environmental pollution. Burning of removed materials is not permitted on the work site.

D. Material Stockpile /Storage and Equipment Staging:

1. Adequate space exists at the project site for parking vehicles, equipment, and stockpiling materials. Final locations will be field-approved by the COR.

2. Contractor shall operate and park vehicles and equipment within existing roadways and parking areas.

SEQUENCING AND SCHEDULING

A. Work Schedule: The schedule shall be submitted at the pre-work conference. When requested, submit an updated schedule within 3 calendar days. As a minimum, the estimated start and completion dates shall be shown in the estimate.

B. Pre-Work Conference:

1. Will be held prior to the start of work. The Contractor will be notified in advance of meeting time, date and place. The purpose will be to review required work, project drawings and specifications, construction schedules, payroll and payments, and administrative provisions of the Contract.

2. The Contractor, subcontractors and the persons responsible for coordination of the work shall be present at the meeting.

3. Be prepared to summarize and explain procedures planned for the project and present the submittals requested in the specifications.

C. Progress Meetings:

1. To be held at the project site, or as determined by the Contracting Officer.

2. May be called by either the Contracting Officer or the Contractor. Request shall state who should attend and include an agenda.

D. Final Inspection:

1. To be held at the project site, or as determined by the Contracting Officer.

2. Notify the Contracting Officer in writing at least 5 working days before the completion date so the Government can schedule final inspection.

3. The superintendent shall be present during this inspection.

WORK REQUIREMENTS:

The intent of these specifications is not to provide all technical requirements, but instead to provide general job requirements such that all prospective bidders will be able to make proposals to the Government. This will also enable the Government to readily evaluate and compare proposals. The successful vender shall perform the work in accordance will all specification and applicable State and county laws and ordinances.

For additional information, please contact Shantae Guy at (334) 241-8108, or Ralph H Currier at (478) 952-9466.

SECTION 02411

DEMOLITION

PART 1 GENERAL

1. SUMMARY

Section Includes: Selective demolition as follows:

1) Remove existing roofing and underlayment.

2) Inspect, repair, and replace damaged or deteriorated plywood sheathing and fascia.

3) Remove materials from site and dispose of legally off national forest lands.

Related Sections:

4) 06160 Plywood Sheathing

5) 074113.16 - Metal Roof Panels, Standing Seam

2. QUALITY ASSURANCE

Regulatory Requirements:

1) Comply with requirements of applicable codes, rules, and regulations.

2) Obtain required permits.

3) Do not close or obstruct roadways without permission from the COR.

4) Maintain egress and access around the residence at all times.

5) Minimize interference with roadways and public thoroughfares.

6) Comply with applicable procedures if hazardous or contaminated materials are discovered or suspected.

Hazardous Materials Remediation Work:

7) Perform lead and asbestos testing in accordance with requirements of local, state, and Federal regulations for lead and asbestos in construction, including but not limited to 29 CFR 1926.1101 and 29 CFR 1926.62.

3. PROJECT CONDITIONS

Protect adjacent utilities, structures, and vegetation near residence from damage.

Existing Conditions:

1) If lead, asbestos or other hazardous materials are found or suspected, immediately stop work in the suspected area and advise the COR. Do not re-commence work in the area until advised by the COR that the area has been cleared for work.

PART 2 PRODUCTS NOT USED

PART 3 EXECUTION

1. EXAMINATION

Inspect and verify the existing conditions and become familiar with the extent of the Work.

Examine the site to determine proper access. Conduct operations so as not to interfere with adjacent roads, driveways, walks, means of general access and egress, and compound areas.

2. PREPARATION

Protection:

1) Protect existing utilities, structures, and vegetation not to be demolished. Existing utilities, structures, and landscaping altered or damaged during demolition work shall be repaired or replaced by the contractor to match existing undisturbed conditions at no additional cost to government.

2) Prevent movement of structure; provide bracing and shoring as required.

3) Provide and maintain temporary weather protection during interval between demolition and removal of existing roof to ensure that no water leakage or damage, or wind damage occurs to structure.

4) Provide and maintain temporary warning signs and barriers around residence.

5) Maintain parking areas, driveways, walkways, exit paths, and landscaping in a clean, undisturbed condition. Any debris caused by demolition work shall be removed each day or stockpiled in a trash bin approved by the COR.

3. EXECUTION

Minimize interference with adjacent administrative site activities.

Remove debris in an orderly and careful manner.

Stop work and notify COR immediately if structure or other items to remain appear to be damaged.

Remove and promptly dispose of vermin infested materials.

4. DISPOSAL AND CLEANUP

Material removed shall become the property of the contractor and shall be promptly removed or disposed of off national forests lands. Do not store or permit debris to accumulate at the site, unless stockpiled in a trash bin approved by the COR.

Unless with prior approval from the COR, immediately remove demolished material from site. Dispose of materials legally off national forest lands. Do not burn or bury materials on site.

Upon completion, clean the entire area of demolition residue satisfactory for the continuation of residential use.

END OF SECTION 02411

SECTION 06160

PLYWOOD SHEATHING

PART 4 GENERAL

1. SUMMARY

a. Section Includes:

1) Plywood (roof) sheathing.

2) Felt underlayment.

2. DELIVERY, STORAGE, AND HANDLING

a. Outdoor Storage: Comply with manufacturer’s recommendations:

1) Set panel bundles on supports to keep off ground.

2) Cover panels loosely with waterproof protective material (tarp).

3) Anchor covers on top of stack but keep away from sides and bottom to assure adequate air circulation.

4) When high moisture conditions exist, cut banding or strapping on panel stack to prevent edge damage.

PART 5 PRODUCTS

1. ROOF SHEATHING

a. Plywood Roof Sheathing: Remove and replace damaged plywood sheathing. Match existing thickness. Notify COR prior to removing damaged or deteriorated sheathing.

1) Plywood product: Match existing thickness or minimum thickness of 5/8-inch.

2) Felt Underlayment: ASTM D 226, Type II (No. 30), asphalt-saturated organic felts.

2. FASTENERS

a. General: Provide fasteners of size and type indicated that comply with requirements specified in this article by the authority having jurisdiction, International Building Code, International Residential Code, Wood Frame Construction manual, and National Design Specification.

PART 6 EXECUTION

1. INSTALLATION, GENERAL

a. Inspect existing roof sheathing. Remove and replace damaged or dry rotted plywood sheets. Plywood shall match thickness of existing plywood. Use minimum 5/8-inch plywood. Install synthetic underlayment before installing metal roofing system.

b. Do not use materials with defects that impair quality of sheathing or pieces that are too small to use with minimum number of joints or optimum joint arrangement.

c. Cut panels at penetrations, edges, and other obstructions of work; fit tightly against abutting construction unless otherwise indicated.

d. Securely attach to substrate by fastening, complying with the following:

1) Chapter 23 in the ICC's International Building Code.

e. Use common nails unless otherwise indicated. Select fasteners of size that will not fully penetrate members where opposite side will be exposed to view or will receive finish materials. Make tight connections. Install fasteners without splitting wood.

f. Coordinate roof sheathing installation with flashing and joint-sealant installation so these materials are installed in sequence and manner that prevent exterior moisture from passing through completed assembly.

2. PLYWOOD SHEATHING INSTALLATION

a. General: APA rated plywood sheathing for use on roofs. Exposure 1 plywood, minimum 5/8-inch plywood.

b. Fastening Methods: Fasten panels as indicated below:

1) Roof Sheathing:

a) Nail to wood framing.

b) Space panels 1/8 inch (3 mm) apart at edges and ends.

END OF SECTION 06160

See Attachment 3 Project Specifications

SECTION 074113.16 - METAL ROOF PANELS, STANDING SEAM

SECTION 076200 - SHEET METAL FLASHING AND TRIM

PROJECT VICINITY MAP:

PROJECT LOCATION MAP: BOGARD WORK CENTER, LASSEN NATIONAL FOREST

Bogard Work Center

LASSEN NATIONAL FOREST

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