Atch 4 Specifications Revised.pdf

i

Specifications

For

COYOTE RANGER DISTRICT OFFICE

ROOF REPLACEMENT

September 2026 ii

Contents

DIVISION 1 – GENERAL REQUIREMENTS

01010 – SCOPE OF WORK

PART 1 – GENERAL

01020 – MEASUREMENT & PAYMENT

PART 1 – GENERAL

01030 – MOBILIZATION

PART 1 – GENERAL

01040 – SUBMITTALS

PART 1 – REQUIREMENTS

PART 2 – MANUFACTURER’S LITERATURE AND SHOP DRAWINGS

DIVISION 2 – SITE WORK

02222 – MINOR DEMOLITION

PART 1 – GENERAL

PART 2 – EXECUTION

DIVISION 6 – WOOD AND PLASTICS

06100 – ROUGH CARPENTRY

PART 1 – GENERAL

PART 2 – PRODUCTS

PART 3 – EXECUTION

DIVISION 7 – THERMAL AND MOISTURE PROTECTION

07610 – SHEET METAL ROOFING (INTERLOCKING STANDING SEAM)

PART 1 – GENERAL

PART 2 – PRODUCTS

PART 3 – EXECUTION

DIVISION 13 – SPECIAL CONSTRUCTION…………………………………………………………………………………………..19

13100 – LIGHTNING PROTECTION………………………………………………………………………………………………..20

DIVISION 1 – GENERAL REQUIREMENTS

01010 – SCOPE OF WORK

PART 1 – GENERAL

1.1 – Definitions

Contractor – the successful bidder who is awarded the contract.

Government – the Contracting Officer (CO) or designated Contracting Officer’s Representative (COR) of the Coronado National Forest.

1.2 – Descriptions

Contractor shall furnish all materials, supplies, tools, equipment, transportation, labor, supervision, and other associated work needed to complete work according to the specifications.

Scope of Work Includes:

• Removal and replacement of approximately 8,000 ft2 of roofing material. **Note that 8,000 ft2 is an estimate for bidding purpose, the contractor will need to measure the surface area of the roof and present the actual quantity to the Contracting Officer for concurrence.

• Removal and replacement of all damaged sub-roof with new decking material. The contractor shall estimate that 30% of the sub-roof will be replaced. **Note that 30% is an estimate for bidding purpose, the contractor will need to determine the actual quantity of damaged sub-roof and present this to the Contracting Officer for concurrence.

• Install ice and water shields, 24" minimum width along roof eaves.

• Remove approximately 70LF of gutters. Gutters will not be replaced.

• Remove 8 skylights, not to be replaced. Skylight openings will be closed over with metal roofing on the exterior and plywood and gypsum board on the interior.

The building shall be protected from any weather during construction operations to prevent damage to the structure and items/equipment inside. The buildings will be in use during construction. Therefore, the Contractor shall take necessary safety measures to protect employees and the public during construction to include running a magnetic sweeper around the site to ensure any excess nails, screws or any other foreign metal object are removed from the work site.

1.3 – Location and Conditions

Work shall take place at the Coyote Ranger District Office, which is located on the Santa Fe

National Forest in Rio Arriba County, New Mexico. The Ranger District Office provides working space for District employees but is also open to the public to provide information about the Forest. The Ranger District Office can be accessed by starting in Santa Fe, New Mexico, travel north on US-84 W/US Hwy 285N to NM-96 in Rio Arriba County. Follow NM- 96 for approximately 20 miles to arrive. The address is: 20 Private Drive 1707, Box 1 Coyote, NM 87012.

Electricity for construction use is available. The Contractor is expected to use electricity as sparingly as possible.

Water for construction use is not available to the contractor at the site.

It will be the Contractor’s responsibility to familiarize themselves with the existing conditions and notify the Government of any discrepancies shown in these documents.

For delivery of materials and other construction-related items, the Contractor shall coordinate with COR and is advised to determine safe vehicle lengths and load limits for roads that access the site

1.4 – Schedule

A pre-work meeting for clarification of the project will be held if needed or desired by either the contractor or the Government.

A schedule for all work must be submitted to and approved by the Government prior to construction beginning.

The Contractor shall notify the Government seven days in advance of any construction work.

All work shall be completed within 120 days from issuance of the NTP.

1.5 – Contract Administration

The Contractor shall be fully responsible for seeing that construction activities conform to the specifications and provisions of this contract. The Government will provide timely reviews as requested by the Contractor and may periodically review work at any time.

Construction quality control shall include supplying all the personnel, equipment, and documentation necessary to ensure that construction is completed in compliance with the specifications and provisions of the contract.

The Contractor shall clearly stake limits of construction and maintain marks throughout the length of the project. The Government will review all staking.

1.6 – Quality of Work

The products listed in the specifications are preferred products chosen for building compatibility and quality. However, equal or better alternatives submitted by the Contractor will be considered and are encouraged.

Use recovered materials, recyclable materials, and environmentally preferable products and services where possible as per Executive Order 13423.

1.7 – Codes and Standards

Codes and standards of the following associations and listed publications will become part of this contract:

1. International Building Code (IBC)

2. Occupational Health and Safety Administration (OSHA) standards

3. American Society for Testing and Materials (ASTM)

4. American National Standards Institute (ANSI)

5. New Mexico Environment Department (NMED)

6. National Sanitary Foundation (NSF)

7. U.S. Environmental Protection Agency (EPA)

8. U.S. Housing and Urban Development Agency (HUD)

9. U.S. Department of Transportation (DOT)

10. U.S. Department of Labor (DOL)

11. U.S. Department of Health and Human Services (HHS)

All materials, workmanship, and designs shall meet specified requirements of the standards referenced in this section and other local or state codes, related to this type of work, whichever is more stringent.

1.8 – Special Construction Requirements

Upon completion of the project, all demolished improvements and other construction materials shall be removed from Government land and disposed of in accordance with State and County standards by the contractor.

Construction Access and Protection: The Contractor shall be responsible for securing the project area from the public/residents. This includes providing the necessary security for protection of the Contractor's materials, equipment, tools and work until final acceptance by the Government.

Equipment and material storage: The Contractor shall obtain permission from the Contracting Officer Representative for equipment and material storage, and for other areas needed for construction.

All site features to remain shall be protected from damage during the project. Any damage to site features shall be repaired to their original condition at the cost of the Contractor.

No live trees are to be cut down. Minimal tree limbs may be trimmed as necessary.

Sanitation/Garbage: No garbage service is available for Contractor use. The Contractor shall keep the construction site free of loose garbage at all times.

1.9 – Contract Closeout

Remove temporary facilities and provide final cleaning and touch-up. Restore portions of buildings, site improvements, landscaping, and other items damaged by construction operations to the satisfaction of the Government at no additional expense to the Government.

*** END OF SPECIFICATION 01010 ***

01020 – MEASUREMENT & PAYMENT

PART 1 – GENERAL

1.1 – Measurement & Payment

Measurement and payment for contract work will be made only for and under those pay items included in the SCHEDULE OF ITEMS. All other work and materials will be considered incidental to the completion of the items shown and no separate payment will be made.

*** END OF SPECIFICATION 01020 ***

01601 - 9

01030 – MOBILIZATION

1.1 – Description

This section includes preparatory work and operations, including those necessary to the movement of personnel, equipment, supplies and incidentals to the project site; and for other work and operations which must be performed or costs incurred prior to beginning work on the various items at the project site.

PART 2 - PRODUCTS

NONE

PART 3 - EXECUTION

NONE

PART 4 - MEASUREMENT AND PAYMENT

4.1 - Measurement

Progress payments will be made as follows:

The Contractor can request payment for performance and payment bonds. The amount of the premium, including coinsurance and reinsurance agreements, will be paid upon receipt of evidence of full payment to the surety. When separate payment for bonding cost is made, the bonding cost will be subtracted from the total contract amount for this pay item and the balance paid in accordance with the progress payment schedule outlined below.

(a) When 5 percent or more of the original contract amount is earned from other pay items, 50 percent of the amount for mobilization, or 5 percent of the original contract amount, whichever is less, will be paid.

01601 - 10

(b) When 10 percent or more of the original contract amount is earned from other pay items, 100 percent of the amount for mobilization, or 10 percent of the original contract amount, whichever is less, will be paid.

(c) Upon completion of all work on the project, any unpaid amount for mobilization will be paid.

Any bonding costs in excess of the total contract amount of this pay item will be paid under one or more other pay items under this contract as determined by the Contracting Officer. In no circumstance will the total amount of this contract be increased as a result of bonding costs exceeding the total contract amount of this pay item.

The total of all payments shall not exceed the original contract amount for this item.

4.2 - Payment

Payment will be made under:

PAY ITEM DESCRIPTION PAY UNIT

01601(01) Mobilization (Including Bonding Cost) . . . . . . . . . . . . . . . . LS

***END OF SPECIFICATION 01030***

01601 - 11

01040 – SUBMITTALS

PART 1 – REQUIREMENTS

1.1 - General

It will be the Contractor's responsibility to submit all items with such promptness as to cause no delay in the work. Approvals must be obtained before starting work which involves the item. Contractor shall allow 5 days for processing of submittals by the Government. Submittals may also be referred to as shop drawings.

PART 2 – MANUFACTURER’S LITERATURE AND SHOP DRAWINGS

2.1 - Description

The Contractor shall submit one copy of all submittals to the Government for approval of the items required herein. For each submittal, the Contractor must receive written approval from the Government to use the item before incorporating it into the project work. Literature must be marked or otherwise designated to show the exact model, size, etc. the Contractor proposes to use. Information must be adequate to determine compliance with the specifications. Approvals must be received for products differing from those described in the Government-supplied specifications.

2.2 - Products

Certificates of compliance are required for the following:

1. Standing Metal Seam

2. Lumber for sub-roof

3. Underlayment

4. Insulation

***END OF SPECIFICATION 01040***

*** END DIVISION 1 ***

01601 - 12

DIVISION 2 – SITE WORK

02222 – MINOR DEMOLITION

1.1 – Summary

This section includes the removal and disposal of the existing roofing material and any damaged sub-roof material.

1.2 – Quality Assurance

Regulations: Comply with federal, state, and local hauling and disposal regulations.

The Contractor shall provide containment and engineering control techniques if necessary to conduct this activity.

PART 2 – EXECUTION

2.1 – Preliminary Assessment

The contractor shall evaluate sub-roof substructure and determine the actual percentage which needs to be removed during the roof replacement work. Any other structural components or materials which may need to be removed during the roof replacement work shall be identified and reported to the COR in a timely manner.

2.2 – Demolition

A. The contractor shall provide all labor, materials, tools, equipment, services, testing, supervision and incidentals necessary to perform activities related to the removal of roof and replacement of the roof. For bidding purposes, the contractor shall estimate that the roof is 8,000sqft. The actual square footage of the roof shall be measured by the contractor and agreed upon by both the contractor and the Contracting Officer.

B. Once the roof has been stripped of all existing roofing materials, the government shall inspect the sub-roof and give guidance as to how much if any of the sub-roof shall be replaced. For bidding purposes, the contractor shall estimate that 30% of the sub-roof will be replaced. Actual quantities requiring replacement will be agreed upon by the contractor and Contracting Officer.

C. Sub-roof that is specified for replacement will be replaced with 15/32" standard roofing OSB and shall be secured to trusses per IBC standards.

D. The contractor shall place waste into an appropriate disposal container as it is created to prevent buildup of waste material at the site.

E. The contractor shall dispose of waste material promptly following all applicable local, State, and Federal requirements for the disposal of this material. The contractor is responsible for the hauling and disposal of all demolished materials to an appropriate landfill. All required notifications and permits are the responsibility of the contractor and must comply with all local, state and federal guidelines and regulations.

2.2 – Method of Measurement

Units: The work described in this section will be measured by the square foot.

*** END OF SPECIFICATION 02222 ***

*** END DIVISION 2 ***

DIVISION 6 – WOOD AND PLASTICS

06100 – ROUGH CARPENTRY

This section includes furnishing all materials, equipment, transportation, labor, supervision, and other associated work necessary to complete the roof structure and substructure.

PART 2 – PRODUCTS

2.1 – Materials

A. Use only Select, kiln-dried lumber in the roof structure and substructure.

B. Use OSB of 15/32" nominal thickness or greater as roof decking.

C. Use anchor bolts, hold-downs, hangers and other fasteners as required by code and/or good practice, whichever is more stringent.

D. Wallboard o Provide Gypsum Board that meets ASTM C 36/C 36M.

o Joint Treatment Materials shall meet ASTM C 475 All-Purpose Compound o Specifically formulated and manufactured to serve as both a taping and a finishing compound and compatible with tape, substrate and fasteners.

o Joint Tape: Cross-laminated, tapered edge, reinforced paper, or fiber glass mesh tape recommended by the manufacturer.

o Screws: ASTM C 1002, Type "G", Type "S" or Type "W" steel drill screws.

o Framing and Furring: Verify that framing and furring are securely attached and of sizes and spacing to provide a suitable substrate to receive gypsum board Apply gypsum board to framing and furring members in accordance with ASTM C 840 or

GA 216 and the requirements specified herein. Apply gypsum board with separate panels in moderate contact; do not force in place. Stagger end joints of adjoining panels. Neatly fit abutting end and edge joints. Use gypsum board of maximum practical length. Cut out gypsum board as required to make neat close joints around openings.

o Tape and finish gypsum board to Level 4 in accordance with GA 214.

PART 3 – EXECUTION

3.1 – Installation

A. Repair roof substructure following best engineering and building practices and in accordance with the most current IBC Standards.

B. Felts: Install roofing felts in accordance with manufacturer’s recommendation. Install 30# roofing felt on new deck prior to installation of new metal roof

C. Install ice and water shields, 24" minimum width along roof eaves.

***END OF SPECIFICATION 06100***

*** END DIVISION 6 ***

DIVISION 7 – THERMAL AND MOISTURE PROTECTION

07610 – SHEET METAL ROOFING (INTERLOCKING STANDING SEAM)

This section includes furnishing and installing standing seam metal roofing and appropriate flashing. Contractor shall install new decking material and install ice and water shields, 24" minimum width along roof eaves.

Note: The sub-roof shall be inspected and approved by the Government prior to installation of metal roofing.

1.2 – Submittals

A. Manufacturer's Literature: Submit a copy of the manufacturer's descriptive data for the metal roofing to be used on this project.

B. Shop Drawings: Submit a copy of shop drawings for the sheet metal roofing to be used on this project.

1.3 – Quality Assurance

Failure Criteria: Not limited to the following:

1. Loosening of sheets

2. Moisture penetration

1.4 – Delivery, Storage, and Handling

Storage: Retain sheets in roofer’s original packaging until installation. Crimping of any portion of these sheets will be a basis for rejection. Store under cover in a location away from construction operations.

1.5 – Sequencing and Scheduling

Installation Conditions: The roof substructure shall be inspected and approved by the Government prior to installation of metal roofing.

PART 2 – PRODUCTS

2.1 – Materials

Acceptable roofing system shall conform to the following:

(1) System shall be engineered to withstand 70 mph wind speed for resisting uplift.

(2) Panels shall be 24 gauge, UL-90 rated, ASTM 792-83-AZ50, Grade 50.

(3) Panels and accessories shall be prefabricated with seams rolled in the manufacturer's plant, UL- 90 rated.

(4) A vertical leg standing seam roof system, ribs spaced to match existing (approximately 17”). The architectural roofing system shall meet all test requirements for water penetration in ASTM E 331- 83 for the “Weathertightness Warranty”.

(5) Fasteners shall be as recommended by the manufacturer, be of sufficient strength to secure roof, shall be non-corrosive metals, fastening clips shall be UL-90 rated and all panel fasteners shall be concealed but have expansion and contraction capabilities, as in a two piece floating clip, 18 gauge base and a 24 gauge top. Provide neoprene washers under the heads of exposed fasteners.

(6) Panels shall be sealed at all seams using a sealant approved by the roof system manufacturer within the ribs and continuously locked together along the seams, to ensure weathertight seams.

All panel ends shall be sealed.

(7) A fluorocarbon coating system, a factory applied finish which is resistant to chemicals and ultraviolet radiation, color must be approved by COR from manufacturers line, preference for matching existing color.

(8) Joint Sealant shall be one-part elastomeric polyurethane sealant approved by the roof system manufacturer.

Other Products:

(2) Joists Any of the species and grades that have allowable unit stresses in pounds per square inch (psi) for extreme fiber in bending of not less than 1200 Fb, with a minimum Modulus of Elasticity of 1,200,000E. Design of members and fastenings shall conform to AMERICAN INSTITUTE OF TIMBER CONSTRUCTION OT-01 (2004) Timber Construction Manual.

(3) Hangars Steel or iron, zinc coated, sized to fit the supported member, of sufficient strength to develop the full strength of the supported member in accordance with INTERNATIONAL CODE COUNCIL International Building Code (latest edition), and furnished complete with any special nails required.

(4) Tops of joists shall form a true plane with the existing roof trusses. Install the plywood with the best side up with the grain of outer plies or the long dimension at right angles to joists. Stagger end joints and locate over the centerline of joists. Allow 1/8 inch spacing at panel ends and 1/4 inch at panel edges. Panels shall be continuous over two or more spans. Nail panels 6 inches o.c. at supported edges and 10 inches o.c. over intermediate bearing. Nails shall be 8-penny.

(5) BLANKET INSULATION

o ASTM C 665, Type III, blankets with reflective coverings: Class A, membrane-faced surface with a flame spread of 25 or less when tested in accordance with ASTM E 84.

o Recycled Materials: Provide Thermal Insulation containing recycled materials to the extent practicable, provided the material meets all other requirements of this section.

The minimum required recycled materials content by weight are:

o Rock Wool: 75 percent slag o Fiberglass: 20 to 25 percent glass cullet o Do not provide asbestos-containing materials.

o EXISTING CONDITIONS

▪ Before installing insulation, ensure that areas that will be in contact with the insulation are dry and free of projections which could cause voids, compressed insulation, or punctured vapor retarders. If moisture or other conditions are found that do not allow the workmanlike installation of the insulation, do not proceed but notify Contracting Officer of such conditions.

o INSTALLATION

▪ Install and handle insulation in accordance with manufacturer's instructions.

Keep material dry and free of extraneous materials. Ensure personal protective clothing and respiratory equipment is used as required. Observe safe work practices.

▪ Do not install insulation in a manner that would sandwich electrical wiring between two layers of insulation.

▪ Install blanket insulation to butt tightly against adjoining blankets and to studs, rafters, joists, sill plates, headers and any obstructions. Where insulation required is thicker than depth of joist, provide full width blankets to cover across top of joists. Provide continuity and integrity of insulation at corners, wall to ceiling joints, roof, and floor. Avoid creating thermal bridges.

(6) Install sheet metal flashing and trim to withstand wind loads, structural movement, thermally induced movement, and exposure to weather without failing, rattling, leaking, and fastener disengagement. Provide sheet metal flashing and trim that do not allow water infiltration into the building interior.

o Identify material, thickness, weight, and finish for each item and location in Project.

o Details for forming sheet metal flashing and trim, including profiles, shapes, seams, and dimensions.

o Details for fastening, joining, supporting, and anchoring sheet metal flashing and trim, including fasteners, clips, cleats, and attachments to adjoining work.

o Details of expansion-joint covers, including showing direction of expansion and contraction.

(7) Fascia and Soffit: Wrap existing wood fascia with 0.024 inch aluminum trim coil directly over the wood fascia and install aluminum soffit underneath. Install vents into soffit to ensure ventilation into attic space.

PART 3 – EXECUTION

3.1 – Installation

A. Verification: Government shall verify that sub-roof is acceptable for roofing installation.

B. Felts: Install No. 30 Building Felts in accordance with manufacturer’s recommendation.

C. Positioning Panels: The panels shall be applied with the ribs upstanding and parallel to the roof slope. Secure the roof panels to the decking with fasteners recommended by the roofing manufacturer.

D. Install panels in maximum lengths available.

E. Install panels in such a manner that horizontal lines are true and level and vertical lines are plumb.

F. Install trim before installing roof panels. Do not walk on the completed roof.

G. Sealant: Interlocking ribs shall contain sealant, factory applied in the female rib, and shall be crimped together according to the manufacturer’s instructions, immediately after securing in place.

H. Flashing: Roofing shall be properly flashed and sealed at the eave, ridge, and rake with necessary fascias and ridge covers in accordance with the roofing manufacturer’s standards.

I. All existing functioning roof features such as chimneys, antennas, vents, etc. shall be incorporated into the new roof in a manner in which they maintain total functionality and are completely water tight.

***END OF SPECIFICATION 07610***

DIVISION 13 – SPECIAL CONSTRUCTION

SECTION 13100 - LIGHTNING PROTECTION

PART 1 – GENERAL

1.1 SUMMARY

A. This Section includes lightning protection for the Coyote Ranger District Office. Specifications and Plans from the original 1992 installation of the lightning protection system will be transmitted to the contractor after award to be used as a reference when re-installing the system.

1.2 QUALITY ASSURANCE

A. Installer Qualifications: Engage an experienced installer who is NRTL listed or who is certified LPI as a Master Installer/Designer.

B. Listing and Labeling: As defined in NFPA 780, Article 2-2, “Definitions.”

D. Provide LPI certification of system.

PART 2 – PRODUCTS

2.1 Contractor shall remove and re-install components of the existing lightning protection system.

If components cannot be re-installed, notify COR. New components must comply with the following.

2.2 MANUFACTURERS

Available Manufacturer: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following:

1. A-C Lightning Security, Inc.

2. Automatic Lightning Protection.

3. Harger Lightning Protection, Inc.

4. Heary Bros. Lightning Protection Co. Inc.

5. Independent Protection Company, Inc.

6. Robbinson Lightning, Incorporated.

7. Thompson Lightning Protection, Inc.

2.3 Lightning Protection System Components

A. Comply with UL 96.

B. Roof-Mounting Air Terminals: NFPA Class I copper, unless otherwise indicated.

C. Comply with design specifications indicated in original 1992 Lightning Protection System Plan.

Part 3 – EXECUTION

3.1 Installation

A. Install lightning protection system components according to LI-175 and NFPA 780.

B. Install conductors with direct paths from air terminals to ground connections. Avoid sharp bends and narrow loops.

C. Conceal conductors in accordance with original 1992 Lightning Protection System Plan.

3.2 Corrosion Protection

A. Do not combine materials that can form an electrolytic couple that will accelerate corrosion in the presence of moisture unless moisture is permanently excluded from junction of such materials.

B. Use conductors with protective coatings where conditions would cause deterioration or corrosion of conductors.

3.3 Field Quality Control

A. Periodic Inspections: Engage an LPI inspector to perform periodic inspections during construction and at its completion, according to LPI-177.

End of section 13100