Attachment 3 - ChickenRanchSiding_SOW-Specs.pdf

United States Department of Agriculture Forest Service-Region One

Custer Gallatin National Forest Gardiner Ranger District

#2604 Chicken Ranch Siding Replacement

Approved by: Forest Engineer Date

Recommended by: Gardiner District Ranger Date

Approved by: Forest Supervisor Date

PROJECT

LOCATION

SECTION C - DESCRIPTION AND SPECIFICATIONS

C.1 PROJECT DESCRIPTION AND LOCATION

C.1.1 Intent of Contract – The intent of the contract is to provide for the completion of the work described below. The precise details of performing the work are not stipulated, except as considered essential for the successful completion of the work. Furnish all labor, material, equipment, tools, transportation, and supplies necessary to complete the work according to the contract.

C1.2 Scope of Contract. The work shall consist of removing and disposing of existing siding, trim, windows and doors, and furnishing and installing new siding, trim, fascia, soffit, windows and doors.

The Contractor shall ensure that all openings are enclosed before close of business daily.

The Contractor shall be responsible for verifying all door, window, and building measurements to determine necessary quantities and sizes of materials to be furnished. Measurements provided are for bidding purposes only.

1. Mobilization: Work shall consist of 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 that must be performed or costs incurred prior to beginning work on the various items on the project site.

2. Demolition and Disposal: Work shall consist of removal and disposal of existing materials on the Gardiner Ranger District Chicken Ranch House to include but not limited to siding, trim, windows, and doors.

3. Moisture Barrier / Building Wrap: Work shall consist of the contractor supplying and installing moisture barrier. Installation shall follow manufacturer’s recommendations, the Plans, and Section 072500.

4. Prefinished Fiber Cement Horizontal Lap Siding: Work shall consist of installing prefinished siding per manufacturer’s recommendations, the Plans and Section 074600. Install new trim around all windows and doors.

- Replace stove vent, dryer vent, and bathroom fan vents with new, high quality vents.

- Dismount and re-mount satellite dish on south side of house.

- Install flashing above rock work and behind siding on North portion of building.

5. Metal Fascia and Fiber Cement Soffit: Work shall consist of capping exsisting (aproximately

1”x8”) fascia with steel or aluminum cap. If exsisting fascia is rotted, overly twisted, or otherwise in need of replacement, replace in kind with wood and cap with new fascia. Fascia shall be L-shaped and cover bottom of sub-fascia, and extend vertically minimum ¾” under existing drip edge. Install fiber cement soffit under eaves, except at porch roof.

6. Windows: Work shall consist of removing existing windows and supplying and installing new windows and related appurtenances per manufacturer’s recommendations, the Plans and Section 085313. Install new exterior trim as part of new siding installation. Install z-flashing over doors, windows, and other openings.

7. Doors: Work shall consist of removing existing doors and supplying and installing new doors and related appurtenances per manufacturer’s recommendations, the Plans and Section 085313.

Existing door locking/latching hardware to be reinstalled. Install z-flashing over doors, windows, and other openings.

8. Install Interior Trim (new doors and windows): Install new MDF paint-grade interior trim around new doors and windows.

9. Paint: Paint under side of porch roof, new exterior trim if required (if not factory painted), and new interior trim. Includes filling nail holes, caulking, and finishing for a professional, finished product.

C.1.3 Project Location – This project is located at 15 OTO Ranch Road, 9.5 miles Norh of

Gardiner on the Gardiner Ranger District of the Custer Gallatin National Forest.

Lat/Long: 45°08'24.0"N 110°48'31.9"W Address: 15 OTO Ranch Road, Gardiner, MT

C.1.4 Price Range – Between $25,000 and $125,000

C.1.5 Pre-bid Tour - No pre-bid tour of the project will be conducted.

Prospective bidders wishing to visit the site on their own may obtain information by contacting Zac Hiedeman at the Bozeman Office, Custer Gallatin National Forest, Bozeman, Montana, email zachary.hiedeman@usda.gov, telephone (406) 587-6729.

C.1.6 Start Work - It is estimated that work will begin in August 2026, or within 3 months after award. Late 2026 award may carry over to 2027.

C.1.7 Period of Performance – Contract to be completed in 60 calendar days from Notice to

Proceed. Work must be completed by June 30, 2027.

C.1.8 Government Furnished Materials – NA

C.1.09 Submittals- The contractor shall submit a Work Schedule and all material product data for to be used on the project as specified in the specifications

C.1.10 Disturbances –No work shall be permitted before 0700 or after 1900. Keep access to the house available at all times, except for minor interruptions while construction is actively occurring. Limit periods of inaccessibility to 4 hours, and notify Tenants 24 hours in advance (written notice on doors to units is preferred, verbal notice is acceptable) when access will be limited.

C.1.11 Staging Area - The Contractor shall coordinate with the CO on a staging area location. The

Contractor shall operate all equipment and store, transport, and handle materials in a manner that will not damage the existing roads, buildings, parking lots, and landscaping. Access must be maintained to the residence, and other facilities on the site.

C.1.13 Potable Water- The contractor may use the water on-site.

C.1.14 Wastewater Facilities – Contractor shall supply portable toilets for use while work is ongoing.

C.1.15 Electrical – The Contractor may use on-site electrical service for operation of small power tools.

C.2 – CLEANUP AND DISPOSAL

C.2.1 Cleanup and Disposal – The Contractor shall be responsible for solid waste disposal. The

Contractor shall at all times keep the area in a clean, neat, and orderly condition. Construction related debris, including but not limited to used motor oil, oil cans, grease cartridges and refuse shall be removed promptly from the site and disposed of in a lawful manner off National Forest System lands. Fees for the use of landfills or transfer stations shall be paid for by the Contractor if there is a charge.

C.3 – SECURITY AND PROTECTION

C.3.1 Security and Protection – Security is the responsibility of the Contractor. The Contractor shall be responsible for protecting all equipment and supplies for use on the project and stored on the site. The Contractor shall be responsible for all costs required to provide such protection.

The Contractor shall complete sequences of construction activity in order to prevent damage to equipment, material, and articles incorporated into the work covered by this contract.

C-4 – OTHER RELATED DOCUMENTS AND DRAWINGS

C4.1 The following CSI formatted specifications are part of this solicitation and any resulting contract.

Section Description 01000 Mobilization 01025 Measurement and Payment 01400 Quality Control and Quantity Measurement 061000 Rough Carpentry 072500 Weather Barriers 074600 Fiber Cement Board Siding and Soffit 076200 Sheet Metal Flashing and Trim 081110 Standard Fiberglass Doors and Frames 085313 Windows

099100 Painting

SECTION 01000

MOBILIZATION

PART I: GENERAL

1.1 SUMMARY

A. 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 on the project site. This specification does not include moves between project sites.

PART II: PRODUCTS

(There are no applicable requirements.)

PART III: EXECUTION

(There are no applicable requirements.)

PART IV: MEASUREMENT AND PAYMENT

4.1 METHOD OF MEASUREMENT:

A. Progress payments will be made as follows:

1. When 5% of the original Contract amount is earned from other bid items, 50% of the amount bid for mobilization or 5% of the original Contract amount, whichever is lesser, will be paid.

2. When 10% of the original Contract amount is earned from other bid items, 100% of the amount bid for mobilization or 10% of the original Contract amount, whichever is lesser, will be paid.

3. Upon completion of work for the project, payment of the amount bid for mobilization in excess of 10% of the original Contract amount will be paid.

4. The total sum of all payments shall not exceed the original Contract amount bid for mobilization, regardless of the fact that the Contractor may have shut down the work on the project or moved equipment away from the project and then back again.

4.2 BASIS OF PAYMENT:

Payment: No direct payment for moves between project sites will be made. The Contractor shall include consideration for moves between project sites in the bid price for other items of the Contract. Prices and payment will be full compensation for the work described in this section.

Payment will be made under:

Pay Item Pay Unit

(01000) Mobilization. . . . . . . . . . . . . . . . . Lump Sum

END OF SECTION

SECTION 01025

MEASUREMENT AND PAYMENT

PART I - GENERAL

1.1 Measurement and 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 as included in the payment for items shown.

When more than one class, size, or thickness is specified in the SCHEDULE OF ITEMS for any pay item, suffixes will be added to the item number to differentiate between items to be bid.

1.2 Determination of Quantities - The following methods of measurement are used to determine contract quantities for payment.

For individual construction items, longitudinal and lateral measurements for area computations will be made horizontally or corrected to horizontal measurement unless otherwise specified.

Measurements for seeding, mulching, geotextiles, netting, erosion control blankets, and sodding will be along slope lines.

Structures will be measured according to neat lines SHOWN ON THE DRAWINGS or as altered by the COR in writing to fit field conditions.

For standard manufactured items, such as fence, wire, plates, rolled shapes, pipe conduits, etc., identified by gauge, weight, section dimensions, etc., such identification shall be considered the nominal weights or dimensions. Unless controlled by tolerances in cited specifications, manufacturer's tolerances will be accepted.

1.3 Units of Measurement - Payment will be by units defined and determined according to U.S.

Standard measure as follows:

A. Acre – Make longitudinal and transverse measurements for area computations horizontally.

B. Cubic Yard - A measurement computed by one of the following methods:

1. Excavation, Embankment, or Borrow - The measurement computed by the average end area method from measurements made longitudinally along a centerline or reference line.

2. Material in Place or Stockpile - The measurement computed with dimensions of the in-place material.

3. Material in the Delivery Vehicle - The measurement computed using measurements of material in the hauling vehicles at the point of delivery.

Vehicles shall be loaded to at least their water level capacity. Leveling of the loads may be required when vehicles arrive at the delivery point.

C. Cubic Yard Mile - A combination of linear and volumetric measurement meaning the movement of a cubic yard of material 1 mile.

D. Each - One complete unit, which may consist of one or more parts.

E. Gallon – The quantity may be measured by any of the following methods:

1. Measured volume container.

2. Metered volume. Use an approved metering system

3. Commercially packaged volumes.

F. Hour – Measurement will be for the actual number of hours ordered and performed by the Contractor.

G. Linear Foot – Measure from end to end, parallel to the base or foundation being measured, or horizontal.

H. MFBM - One thousand board feet measure based on nominal widths, thickness, and extreme usable length of each piece of lumber or timber actually incorporated in the job.

I. Mile – Measure horizontal along the centerline of each roadway, approach road, or ramp.

J. Pound – If sacked or packaged material is furnished, the net weight as packed by the manufacturer may be used.

K. Square Foot - Measure on a plane parallel to the surface being measured or horizontal.

L. Square Yard – Measure on a plane parallel to the surface being measured or horizontal.

M. Station - One hundred linear feet measured horizontally.

N. Station Yard - A combination of linear and volumetric measurement meaning the movement of a cubic yard of material one station.

O. Thousand Gallons Mile - A combination of linear and volumetric measurement meaning the movement of 1,000 gallons of material 1 mile.

P. Ton - Short ton consisting of 2,000 pounds.

Q. Ton Mile - A combination of linear and weight measurement meaning the movement of

1 ton of material 1 mile.

1.4 Methods of Measurement - One of the following methods of measurement for determining final payment is DESIGNATED on the SCHEDULE OF ITEMS for each pay item:

A. Contract Quantities (CQ) AND Design Quantities (DQ) - These quantities denote the final number of units to be paid for under the terms of the contract. They are based upon the original design data available prior to advertising the project. Original design data include the preliminary survey information, design assumptions, calculations, drawings, and the presentation in the contract. Changes in the number of units SHOWN in the SCHEDULE OF ITEMS may be authorized under any of the following conditions:

1. As a result of changes in the work authorized by the Contracting Officer.

2. As a result of the Contracting Officer determining that errors exist in the original design data used to determine designed quantities that cause a pay item to change by more than 15 percent.

3. As a result of the Contractor submitting to the Contracting Officer a written request showing evidence of errors in the original design data used to determine design quantities that cause a pay item total to change by more than 15%. The evidence must be verifiable and consist of calculations, drawings, or other data that show how the designed quantity is believed to be in error.

B. Staked Quantities (SQ) - These quantities are determined from staked measurements prior to construction.

C. Actual Quantities (AQ) - These quantities are determined from measurements of completed work.

D. Vehicle Quantities (VQ) - These quantities are measured or weighed in hauling vehicles.

E. Lump Sum Quantities (LSQ) - These quantities denote one complete unit of work as required by or described in the contract, including necessary materials, equipment, and labor to complete the job. They will not be measured.

PART II - PRODUCTS (Not Applicable)

PART III - EXECUTION (Not Applicable)

SECTION 01400

QUALITY CONTROL AND QUANTITY MEASUREMENT

PART I - GENERAL

1.1 Scope - This work shall consist of providing quality control in conformance with the Inspection of Construction provisions of this contract to ensure compliance with the drawings, specifications, and provisions of the contract, and measuring the quantities of completed work in conformance with the provisions of the applicable specifications. The Contractor shall provide all personnel, equipment, tests, and reports necessary to meet the requirements of this specification.

1.2 Measurement and Payment - No separate payment will be made for the work included under this section. Payment for this work is considered incidental to other items of work.

PART II - PRODUCTS (Not Applicable)

PART III – EXECUTION (Not Applicable)

A. Clean substrates of substances harmful to insulation or vapor retarders, including removing projections capable of puncturing vapor retarders or of interfering with insulation attachment.

1.2 INSTALLATION, GENERAL

A. Comply with insulation manufacturer's written instructions applicable to products and application indicated.

B. Install insulation that is undamaged, dry, and unsoiled and that has not been left exposed at any time to ice, rain, and snow.

C. Extend insulation in thickness indicated to envelop entire area to be insulated. Cut and fit tightly around obstructions and fill voids with insulation. Remove projections that interfere with placement.

1.3 INSTALLATION OF VAPOR RETARDERS

A. General: Extend vapor retarder to extremities of areas to be protected from vapor transmission. Secure in place with adhesives or other anchorage system as indicated.

Extend vapor retarder to cover miscellaneous voids in insulated substrates, including those filled with loose-fiber insulation.

B. Seal vertical joints in vapor retarders over framing by lapping not less than two wall studs.

Fasten vapor retarders to wood framing at top, end, and bottom edges; at perimeter of wall openings; and at lap joints. Space fasteners 16 inches o.c.

C. Seal joints caused by pipes, conduits, electrical boxes, and similar items penetrating vapor retarders with vapor-retarder tape to create an airtight seal between penetrating objects and vapor retarder.

D. Repair tears or punctures in vapor retarders immediately before concealment by other work. Cover with vapor-retarder tape or another layer of vapor retarder.

1.4 PROTECTION

A. Protect installed insulation and vapor retarders from damage due to harmful weather exposures, physical abuse, and other causes. Provide temporary coverings or enclosures where insulation is subject to abuse and cannot be concealed and protected by permanent construction immediately after installation.

END OF SECTION 072100

SECTION 072500 - WEATHER BARRIERS

GENERAL

SUMMARY

Section Includes:

Building wrap.

Flexible flashing.

Roofing felt

ACTION SUBMITTALS

Product Data: For each type of product.

INFORMATIONAL SUBMITTALS

Evaluation Reports: For water-resistive barrier and flexible flashing, from ICC-ES.

WATER-RESISTIVE BARRIER

Building Wrap: ASTM E 1677, Type I air barrier; with flame-spread and smoke-developed indexes of less than 25 and 450, respectively, when tested according to ASTM E 84; UV stabilized; and acceptable to authorities having jurisdiction.

Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following:

Dow Chemical Company (The); Styrofoam Weathermate Plus Brand Housewrap.

DuPont (E. I. du Pont de Nemours and Company); Tyvek CommercialWrap.

Ludlow Coated Products; Barricade Building Wrap.

Pactiv, Inc.; GreenGuard Ultra Wrap.

Raven Industries Inc.; Fortress Pro Weather Protective Barrier.

Reemay, Inc.; Typar HouseWrap.

Water-Vapor Permeance: Not less than 50 g through 1 sq. m of surface in 24 hours per ASTM E 96/E 96M, Desiccant Method (Procedure A).

Building-Wrap Tape: Pressure-sensitive plastic tape recommended by building-wrap manufacturer for sealing joints and penetrations in building wrap.

MISCELLANEOUS MATERIALS

Flexible Flashing: Self-adhesive butyl rubber or rubberized-asphalt compound, bonded to a high-density polyethylene film, aluminum foil, or spunbonded polyolefin to produce an overall thickness of not less than 0.025 inch.

Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following:

DuPont (E. I. du Pont de Nemours and Company); DuPont Flashing Tape.

Grace Construction Products, a unit of W. R. Grace & Co. - Conn.; Vycor Butyl Self Adhered Flashing.

Protecto Wrap Company; BT-25 XL.

Raven Industries Inc.; Fortress Flashshield.

Advanced Building Products Inc.; Wind-o-wrap.

Carlisle Coatings & Waterproofing; CCW-705-TWF Thru-Wall Flashing.

Fiberweb, Clark Hammerbeam Corp.; Aquaflash 500.

Fortifiber Building Systems Group; Fortiflash 40.

Grace Construction Products, a unit of W. R. Grace & Co. - Conn.; Vycor V40 Self-Adhered Flashing.

MFM Building Products Corp.; Window Wrap.

Polyguard Products, Inc.; Polyguard JT-30 Tape.

Sandell Manufacturing Co., Inc.; Presto-Seal.

Roofing Felts: ASTM D 226 or ASTM D 4869 Type II, asphalt-saturated organic felts.

EXECUTION

WATER-RESISTIVE BARRIER INSTALLATION

Building Wrap: Comply with manufacturer's written instructions.

Seal seams, edges, fasteners, and penetrations with tape.

Extend into jambs of openings and seal corners with tape.

FLEXIBLE FLASHING INSTALLATION

Apply flexible flashing where indicated to comply with manufacturer's written instructions.

Lap seams and junctures with other materials at least 4 inches except that at flashing flanges of other construction, laps need not exceed flange width.

Lap flashing over water-resistive barrier at bottom and sides of openings.

Lap water-resistive barrier over flashing at heads of openings.

END OF SECTION 072500

SECTION 074600 - SIDING

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes fiber-cement siding and soffit.

1.2 ACTION SUBMITTALS

A. Product Data: For each type of product indicated.

B. Samples: For siding including related accessories.

1.3 INFORMATIONAL SUBMITTALS

A. Product certificates.

B. Product test reports.

C. Research/evaluation reports.

D. Warranty: Sample special warranty.

1.4 CLOSEOUT SUBMITTALS

A. Maintenance data.

1.5 MAINTENANCE MATERIAL SUBMITTALS

A. Furnish extra materials that match products installed and that are packaged with protective covering for storage and identified with labels describing contents.

1. Furnish full lengths of siding including related accessories, in a quantity equal to 2 percent of amount installed.

1.6 QUALITY ASSURANCE

A. Labeling: Provide fiber-cement siding that is tested and labeled according to ASTM C 1186 by a qualified testing agency acceptable to authorities having jurisdiction.

B. Source Limitations: Obtain each type, color, texture, and pattern of siding, including related accessories, from single source from single manufacturer.

1.7 WARRANTY

A. Special Warranty: Standard form in which manufacturer agrees to repair or replace siding that fail(s) in materials or workmanship within specified warranty period.

1. Warranty Period: 25 years from date of Substantial Completion.

PART 2 - PRODUCTS

2.1 FIBER-CEMENT SIDING AND SOFFIT

A. General: ASTM C 1186, Type A, Grade II, fiber-cement board, noncombustible when tested according to ASTM E 136; with a flame-spread index of 25 or less when tested according to ASTM E 84.

1. Basis-of-Design Product: Subject to compliance with requirements, provide product indicated on Drawings or comparable product by one of the following:

a. James Hardie.

b. Other manufacturers of equal quality products, approved in writing by the CO.

2. Panel Texture: 8-inch- wide sheets with wood-grain texture.

3. Factory Priming: Manufacturer’s standard acrylic primer.

4. Factory Finish: Manufacturer's standard factory painted finish.

a. Manufacturer's full range of finish color options.

2.2 ACCESSORIES

A. Siding Accessories, General: Provide starter strips, edge trim, outside and inside corner caps, soffit, fascia and other items as recommended by siding manufacturer for building configuration.

a. Acceptable trim and soffit manufacturers include James Hardie, Miratec, or equal as approved by the CO in writing.

2. Provide accessories made from same material as adjacent siding unless otherwise indicated.

B. Flashing: Provide stainless-steel flashing complying with Section 076200 "Sheet Metal Flashing and Trim" at window and door heads and where indicated.

C. Fascia: Aluminum or steel capping of fascia. Replace rotted or twisted fascia boards within kind material before capping where appropriate.

D. Fasteners:

a. For fastening to wood, use ribbed bugle-head screws of sufficient length to penetrate a minimum of 1 inch into substrate.

b. For fastening fiber cement, use stainless-steel or galvanized fasteners.

c. For fascia, use galvanized fasteners as recommended by fascia manufacturer.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine substrates for compliance with requirements for installation tolerances and other conditions affecting performance of siding and related accessories.

B. Proceed with installation only after unsatisfactory conditions have been corrected.

C. Existing Fascia that is to be removed may be fastened to drip edge.

D. Some carpentry may be required for installing Soffit

3.2 INSTALLATION

A. General: Comply with siding manufacturer's written installation instructions applicable to products and applications indicated unless more stringent requirements apply.

1. Do not install damaged components.

B. Install fiber-cement siding and related accessories.

1. Install fasteners no more than 24 inches o.c.

C. Install joint sealants as specified in Section 079200 "Joint Sealants" and to produce weathertight installation.

3.3 PAINTING

A. Touch up any damaged areas with paint, primer, and caulk as required for a professional installation per section 099100.

B. Paint any products that were not factory-painted such as Miratec trim per section 099100.

3.4 ADJUSTING AND CLEANING

A. Remove damaged, improperly installed, or otherwise defective materials and replace with new materials complying with specified requirements.

B. Clean finished surfaces according to manufacturer's written instructions and maintain in a clean condition during construction.

END OF SECTION 074600

SECTION 076200 - SHEET METAL FLASHING AND TRIM

1.1 SUMMARY

A. Section Includes:

1. Formed wall sheet metal fabrications.

1.2 ACTION SUBMITTALS

A. Product Data: For each type of product.

B. Shop Drawings: For sheet metal flashing and trim.

1. Include plans, elevations, sections, and attachment details.

2. Distinguish between shop- and field-assembled work.

3. Include identification of finish for each item.

4. Include pattern of seams and details of termination points, expansion joints and expansion-joint covers, direction of expansion, roof-penetration flashing, and connections to adjoining work.

C. Samples: For each exposed product and for each color and texture specified.

1.3 CLOSEOUT SUBMITTALS

A. Maintenance data.

1.4 QUALITY ASSURANCE

A. Fabricator Qualifications: Employs skilled workers who custom fabricate sheet metal flashing and trim similar to that required for this Project and whose products have a record of successful in-service performance.

1.5 WARRANTY

1. Finish Warranty Period: 20 years from date of Substantial Completion.

PART 2 - PRODUCTS

2.1 PERFORMANCE REQUIREMENTS

A. General: Sheet metal flashing and trim assemblies shall withstand wind loads, structural movement, thermally induced movement, and exposure to weather without failure due to defective manufacture, fabrication, installation, or other defects in construction. Completed sheet metal flashing and trim shall not rattle, leak, or loosen, and shall remain watertight.

B. Thermal Movements: Allow for thermal movements from ambient and surface temperature changes.

1. Temperature Change: 180 deg F, material surfaces.

2.2 SHEET METALS

A. General: Protect mechanical and other finishes on exposed surfaces from damage by applying strippable, temporary protective film before shipping.

B. Metallic-Coated Steel Sheet: Provide zinc-coated (galvanized) steel sheet according to ASTM A 653/A 653M, G90 coating designation or aluminum-zinc alloy-coated steel sheet according to ASTM A 792/A 792M, Class AZ50 coating designation, Grade 40; prepainted by coil-coating process to comply with ASTM A 755/A 755M.

1. Exposed Coil-Coated Finish:

a. Three-Coat Fluoropolymer: AAMA 621. Fluoropolymer finish containing not less than 70 percent

PVDF resin by weight in both color coat and clear topcoat. Prepare, pretreat, and apply coating to exposed metal surfaces to comply with coating and resin manufacturers' written instructions.

2. Color: As selected by Architect from manufacturer's full range.

2.3 UNDERLAYMENT MATERIALS

2.4 MISCELLANEOUS MATERIALS

A. General: Provide materials and types of fasteners, solder, protective coatings, sealants, and other miscellaneous items as required for complete sheet metal flashing and trim installation and as recommended by manufacturer of primary sheet metal or manufactured item unless otherwise indicated.

B. Fasteners: Wood screws, annular threaded nails, self-tapping screws, self-locking rivets and bolts, and other suitable fasteners designed to withstand design loads and recommended by manufacturer of primary sheet metal or manufactured item.

1. General: Blind fasteners or self-drilling screws, gasketed, with hex-washer head.

a. Blind Fasteners: High-strength aluminum or stainless-steel rivets suitable for metal being fastened.

2. Fasteners for Zinc-Coated (Galvanized) Aluminum-Zinc Alloy-Coated Steel Sheet: Series 300 stainless steel or hot-dip galvanized steel according to ASTM A 153/A 153M or ASTM F 2329.

C. Elastomeric Sealant: ASTM C 920, elastomeric polyurethane polymer sealant; of type, grade, class, and use classifications required to seal joints in sheet metal flashing and trim and remain watertight.

D. Butyl Sealant: ASTM C 1311, single-component, solvent-release butyl rubber sealant; polyisobutylene plasticized; heavy bodied for hooked-type expansion joints with limited movement.

E. Asphalt Roofing Cement: ASTM D 4586, asbestos free, of consistency required for application.

PART 3 - EXECUTION

3.1 INSTALLATION, GENERAL

A. General: Anchor sheet metal flashing and trim and other components of the Work securely in place, with provisions for thermal and structural movement. Use fasteners, solder, protective coatings, separators, sealants, and other miscellaneous items as required to complete sheet metal flashing and trim system.

1. Install sheet metal flashing and trim true to line, levels, and slopes. Provide uniform, neat seams with minimum exposure of solder, welds, and sealant.

2. Install sheet metal flashing and trim to fit substrates and to result in watertight performance. Verify shapes and dimensions of surfaces to be covered before fabricating sheet metal.

3. Space cleats not more than 12 inches apart. Attach each cleat with at least two fasteners. Bend tabs over fasteners.

4. Install exposed sheet metal flashing and trim with limited oil canning, and free of buckling and tool marks.

5. Torch cutting of sheet metal flashing and trim is not permitted.

B. Metal Protection: Where dissimilar metals contact each other, or where metal contacts pressure-treated wood or other corrosive substrates, protect against galvanic action or corrosion by painting contact surfaces with bituminous coating or by other permanent separation as recommended by sheet metal manufacturer or cited sheet metal standard.

1. Coat concealed side of sheet metal flashing and trim with bituminous coating where flashing and trim contact wood, ferrous metal, or cementitious construction.

2. Underlayment: Where installing sheet metal flashing and trim directly on cementitious or wood substrates, install underlayment and cover with slip sheet.

C. Expansion Provisions: Provide for thermal expansion of exposed flashing and trim. Space movement joints at maximum of 10 feet with no joints within 24 inches of corner or intersection.

1. Form expansion joints of intermeshing hooked flanges, not less than 1 inch deep, filled with sealant concealed within joints.

2. Use lapped expansion joints only where indicated on Drawings.

D. Fasteners: Use fastener sizes that penetrate wood blocking or sheathing not less than 1-1/4 inches for nails and not less than 3/4 inch for wood screws.

E. Conceal fasteners and expansion provisions where possible in exposed work and locate to minimize possibility of leakage. Cover and seal fasteners and anchors as required for a tight installation.

F. Seal joints as required for watertight construction. Prepare joints and apply sealants to comply with requirements in Section 079200 "Joint Sealants."

3.2 WALL FLASHING INSTALLATION

A. General: Install sheet metal wall flashing to intercept and exclude penetrating moisture according to cited sheet metal standard unless otherwise indicated. Coordinate installation of wall flashing with installation of wall-opening components such as windows, doors, and louvers.

B. Opening Flashings in Frame Construction: Install continuous head, sill, and similar flashings to extend 4 inches beyond wall openings.

3.3 CLEANING AND PROTECTION

A. Clean exposed metal surfaces of substances that interfere with uniform oxidation and weathering.

B. Clean off excess sealants.

C. Remove temporary protective coverings and strippable films as sheet metal flashing and trim are installed unless otherwise indicated in manufacturer's written installation instructions.

END OF SECTION 076200

SECTION 081110 - STANDARD FIBERGLASS DOORS AND FRAMES

PART 4 - GENERAL

4.1 RELATED DOCUMENTS

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

4.2 SUMMARY

A. This Section includes the following:

1. Standard insulated fiberglass doors.

2. Standard wood frames.

B. Related Sections include the following:

1. Section 08710 “Door Hardware” for door hardware for standard steel doors.

2. Section 09910 “Painting” for field painting standard steel doors and frames.

4.3 SUBMITTALS

A. Product Data: Include construction details, sizes, material descriptions, core descriptions, label compliance, and finishes for each type of steel door and frame specified.

4.4 QUALITY ASSURANCE

A. Installer Qualifications: An employer of workers trained and approved by manufacturer.

4.5 DELIVERY, STORAGE, AND HANDLING

A. Deliver doors and frames palletized, wrapped, or crated to provide protection during transit and Project-site storage. Do not use non-vented plastic.

B. Store doors and frames under cover at Project site. Place units in a vertical position with heads up, spaced by blocking, on high wood blocking. Avoid using non-vented plastic or canvas shelters that could create a humidity chamber.

1. If wrappers on doors become wet, remove cartons immediately. Provide minimum 1/4-inch space between each stacked door to permit air circulation.

4.6 PROJECT CONDITIONS

A. Field Measurements: Verify openings by field measurements before ordering and indicate measurements on submittals.

4.7 MEASUREMENT AND PAYMENT

A. There will be no separate measurement or payment for work in this section. Payment will be included at the contract unit price as shown on the Schedule of Items for the building.

PART 5 - PRODUCTS

5.1 STANDARD FIBERGLASS DOORS

A. General: Provide doors of design indicated, not less than thickness indicated; fabricated with smooth surfaces, without visible joints or seams on exposed faces, unless otherwise indicated. Comply with

ANSI A250.8.

1. Design:

a. Height: 80 inches (6 feet 8 inches)

b. Thickness: 1 3/4 inches

c. Width: 36 inches

d. Six-panel look

2. Core Construction: Manufacturer’s standard insulated core.

a. Thermal-Rated (Insulated) Doors: Where indicated, provide doors fabricated with thermal-resistance value (R-value) of not less than 12.3 deg F x h x sq. ft./Btu when tested according to ASTM C 1363.

B. Hardware: Include the following with exterior doors:

1. Hinges: Minimum 3 hinges.

2. Hardware:

a. Lock/latch set: Grade 2, Lever-style, Exterior door hardware, keyed alike

b. Deadbolt: Grade 2, Keyed to match latches

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

3. Lock Face, Flush Bolts, Closers, and Concealed Holders: Minimum 0.067 inch (1.7 mm) thick.

4. All Other Surface-Mounted Hardware: Minimum 0.067 inch (1.7 mm) thick.

5. Finish: brushed nickel.

5.2 FABRICATION

A. General: Fabricate standard fiberglass doors and wood frames to be rigid and free of defects, warp, or buckle. Fit and assemble units in manufacturer's plant.

B. Hardware Preparation: Factory prepare doors and frames to receive templated mortised hardware;

include cutouts, reinforcement, mortising, drilling, and tapping, according to the Door Hardware Schedule and templates furnished as specified in Division 8 Section "Door Hardware."

C. Factory Priming for Field-Painted Finish: Apply shop primer specified below immediately after surface preparation and pretreatment. Apply a smooth coat of even consistency to provide a uniform dry film thickness of not less than 0.7 mils.

1. Shop Primer: Manufacturer’s standard, fast-curing, lead- and chromate-free primer complying with ANSI A250.10 acceptance criteria; recommended by primer manufacturer for substrate;

compatible with substrate and field-applied finish paint system indicated; and providing a sound foundation for field-applied topcoats despite prolonged exposure.

PART 6 - EXECUTION

6.1 INSTALLATION

A. General: Provide doors and frames of sizes, thicknesses, and designs indicated. Install standard doors and frames plumb, rigid, properly aligned, and securely fastened in place; comply with Drawings and manufacturer's written instructions.

B. Frames: Install standard frames for doors and other openings, of size and profile indicated. Comply with

SDI 105.

1. Installation Tolerances: Adjust standard steel door frames for squareness, alignment, twist, and plumb to the following tolerances:

a. Squareness: Plus or minus 1/16 inch, measured at door rabbet on a line 90 degrees from jamb perpendicular to frame head.

b. Alignment: Plus or minus 1/16 inch, measured at jambs on a horizontal line parallel to plane of wall.

c. Twist: Plus or minus 1/16 inch, measured at opposite face corners of jambs on parallel lines, and perpendicular to plane of wall.

d. Plumbness: Plus or minus 1/16 inch, measured at jambs at floor.

6.2 ADJUSTING AND CLEANING

A. Final Adjustments: Check and readjust operating hardware items immediately before final inspection.

Leave work in complete and proper operating condition. Remove and replace defective work, including doors or frames that are warped, bowed, or otherwise unacceptable.

B. Clean bonding material off standard steel doors and frames immediately after installation.

C. Prime-Coat Touchup: Immediately after erection, sand smooth rusted or damaged areas of prime coat and apply touchup of compatible air-drying primer.

D. Paint: Paint doors, jambs, and trim with two coats of exterior grade paint.

END OF SECTION 081110

SECTION 08 53 13

VINYL WINDOWS

SCHEDULE 1 - SECTION INCLUDES

PRODUCT DATA SHEET 1 - Vinyl windows.

SCHEDULE 2 - RELATED SECTIONS

PRODUCT DATA SHEET 1 - Section 06 10 00 - Rough Carpentry - Rough Carpentry.

PRODUCT DATA SHEET 2 - Section 07 91 26 - Joint Fillers - Joint Sealants.

SCHEDULE 3 - REFERENCES

PRODUCT DATA SHEET 1 - AAMA/NWWDA 101/I.S. 2-97 - Voluntary Standard for Aluminum and Poly (Vinyl Chloride) (PVC) Prime Windows and Glass Doors American Architectural Manufacturers Association (AAMA)

1.1 AAMA/WDMA/CSA 101/I.S.2/A440-08 North American Fenestration

Standard/Specification for windows, doors, and skylights.

1.2 AAMA 506 Voluntary Specification for Hurricane Impact and Cycle Testing of Fenestration

Products.

PRODUCT DATA SHEET 2 - American Society for Testing and Materials (ASTM):

1.1 ASTM E1886 Standard Test Method for Performance of Exterior Windows, Curtain Walls, Doors, and Impact Protective Systems Impacted by Missile(s) and Exposed to Cyclic Pressure Differentials.

1.2 ASTM E1996 Standard Specification for Performance of Exterior Windows, Curtain Walls, Doors, and Impact Protective Systems Impacted by Windborne Debris in Hurricanes.

PRODUCT DATA SHEET 3 - National Fenestration Rating Council (NFRC):

1.1 NFRC 100 - Thermal Properties; National Fenestration Rating Council.

1.2 NFRC 200 - Solar Heat Gain; National Fenestration Rating Council.

PRODUCT DATA SHEET 4 - IGCC - Classification of Insulating Glass Units; Insulated Glass Certification Council.

SCHEDULE 4 - SUBMITTALS

PRODUCT DATA SHEET 1 - Submit under provisions of Section 01 30 00 - Administrative Requirements.

PRODUCT DATA SHEET 2 - Product Data:

1.1 Manufacturer's standard details and catalog data demonstrating compliance with referenced standards; include manufacturer's standard installation instructions.

1.2 Manufacturer's product drawings showing details of fabrication, hardware, weatherstripping, fasteners, screens, glazing, accessories, and related items.

PRODUCT DATA SHEET 3 - Shop Drawings: Manufacturer's field measured openings, window and door schedules including all dimensions, finishes, accessories, and site specific installation details.

PRODUCT DATA SHEET 4 - Closeout Submittals: Warranty documents, properly executed.

SCHEDULE 5 - QUALITY ASSURANCE

PRODUCT DATA SHEET 1 - Manufacturer Qualifications: Minimum ten years experience producing vinyl (PVC) windows and doors of the quantity and complexity required for this project, and capable of sending an authorized representative to the project site for field measurements and periodic installation inspections.

PRODUCT DATA SHEET 2 - Installer Qualifications: Minimum 2 years experience and acceptable to the manufacturer.

SCHEDULE 6 - DELIVERY, STORAGE AND HANDLING

PRODUCT DATA SHEET 1 - Deliver windows to project site in undamaged condition; handle windows to prevent damage to components and to finishes.

PRODUCT DATA SHEET 2 - Store windows out of contact with ground; protect windows from weather and construction traffic in well-ventilated area.

SCHEDULE 7 - WARRANTY

PRODUCT DATA SHEET 1 - Furnish manufacturer's standard limited warranty against deficiencies in materials or fabrication.

1.1 Lifetime Limited Warranty.

PART 2 - PRODUCTS

SCHEDULE 1 - MANUFACTURERS

PRODUCT DATA SHEET 1 - Acceptable Manufacturer: Alside, which is located at:

3773 State Rd.Cuyahoga Falls, OH 44223 Substitutions of Equal or Better products permitted, with CO approval in writing.

SCHEDULE 2 - VINYL WINDOWS AND PATIO DOORS - WESTERN REGION

PRODUCT DATA SHEET 1 - New Construction, 80 Series, Alside vinyl windows:

2.1 Fixed Lite Windows:

A. Model: A780.

B. Performance Class and Grades as Tested: LC-PG50 to 65 and CW-PG35 to 50.

C. Glazing: Manufacturer's standard insulating glass unit with low-e coating.

2.2 Two-Lite Slider Windows:

A. Model: A282.

B. Performance Class and Grades as Tested: LC-PG20 to 45 and R-PG20.

C. Glazing: Manufacturer's standard insulating glass unit with low-e coating.

SCHEDULE 3 - FABRICATION

PRODUCT DATA SHEET 1 - Glass:

2.1 Glass Packages: Manufacturers standard configurations of annealed or laminated glass with air or argon interspace with varying acoustical and thermal performance in accordance with current published test results.

2.2 Insulated Glass Thickness:

A. Typical, Single Strength: 3/4 inch.

PART 3 - EXECUTION

SCHEDULE 1 - EXAMINATION

PRODUCT DATA SHEET 1 - Verification of Conditions: Openings are in correct location, and of correct size, in accordance with approved shop drawings and manufacturer's installation instructions.

PRODUCT DATA SHEET 2 - Installer's Examination:

3.1 Have installer of this section examine conditions under which construction activities of this section are to be performed, then submit written notification if such conditions are unacceptable.

3.2 Transmit two copies of installer's report to Architect within 24 hours of receipt.

3.3 Beginning construction activities of this section before unacceptable conditions have been corrected is prohibited.

3.4 Beginning construction activities of this section indicates installer's acceptance of conditions.

SCHEDULE 2 - INSTALLATION

PRODUCT DATA SHEET 1 - Install products specified in this section square, plumb and level, in accordance with approved shop drawings and manufacturer's installation instructions.

PRODUCT DATA SHEET 2 - Installation of flashing is specified in Section 07 62 00 - Sheet Metal Flashing and Trim.

PRODUCT DATA SHEET 3 - Installation of joint sealers is specified in Section 07 90 00 - Joint Protection.

SCHEDULE 3 - ADJUSTING

PRODUCT DATA SHEET 1 - Adjust operating hardware for correct operation in accordance with manufacturer's installation instructions.

SCHEDULE 4 - CLEANING

PRODUCT DATA SHEET 1 - Clean interior and exterior surfaces free of labels, mortar, plaster, paint, joint sealers, and other foreign matter to prevent damage to weatherstrip, and to prevent interference with operation of hardware.

SCHEDULE 5 - PROTECTION

PRODUCT DATA SHEET 1 - Protect ventilators and operating parts from dirt and damage caused by subsequent construction activities.

PRODUCT DATA SHEET 2 - Replace units damaged by subsequent construction activities.

SCHEDULE 6 - WINDOW AND DOOR SCHEDULE

PRODUCT DATA SHEET 1 - Window Type: All.

3.1 Size: __43” w X 23” tall (dimensions are approximate for bidding purposes, contractor to verify)__.

3.2 Model: _A282 (two-lite slider)_______.

3.3 Frame: _Vinyl______.

SECTION 099100 - PAINTING

PART 4 - GENERAL

4.1 SCOPE

A. Perform all work necessary to supply and paint or stain where required on the drawings or in this specification.

4.2 PRODUCT HANDLING

A. All painting material shall be delivered to the site in the manufacturer's original containers with labels intact and seals unbroken. They shall be kept in a locked, well-ventilated storage place assigned for this purpose. Receiving, opening, and mixing of all paint materials shall be done in this room. Storage space shall be kept clean and neat. Oily rags shall be removed and disposed of each day, and all other necessary precautions shall be taken to avoid danger or fire.

4.3 ENVIRONMENTAL

A. Surfaces shall be painted or stained only when they are free from moisture. No painting or staining shall be done when temperature is below 50 degrees F., except when specifically directed otherwise in writing by the Contracting Officer.

4.4 MEASUREMENT AND PAYMENT

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

PART 5 - PRODUCTS

5.1 MATERIALS

A. Material shall all be first quality products. The Benjamin Moore & Co. products listed are given to establish the type and quality of products to be used. Other products of equivalent quality may be submitted to the Contracting Officer for review and approval. Top line products of Pratt & Lambert, Sherwin-Williams, Fuller-O'Brien, Olympic, and Pittsburgh paints and stains are equivalent to those listed in this specification.

1. Exterior

a. Wood - Painted: Soft gloss, 100% acrylic house paint; MoorGlo Latex House and Trim Paint, #096 (max. spread rate - 500 sq. ft./gallon). Prime with exterior latex primer coat;

Benjamin Moore Fresh Start All Purpose Acrylic Primer, #023 (max. spread rate - 450 sq.

ft./gallon).

2. Interior

a. Drywall - Vinyl-Acrylic Semi-Gloss, satin finish, latex enamel; Regal AquaGlo, #333 (max.

spread rate - 450 sq. ft./gallon). Prime with a vinyl-acrylic latex wall primer-sealer; Moore's Latex Quick Dry Prime Seal, #201 (max. spread rate - 600 sq. ft./gallon).

b. Woods, Metals, Plywood and Boards - Painted - Vinyl-Acrylic latex, satin finish, latex enamel; Regal AquaGlo, #333 (max. spread rate- 450 - sq. ft./gallon). Prime with Moore's Alkyd Enamel Underbody, #217 (max. spread rate - 600 sq. ft./gallon).

PART 6 - EXECUTION

6.1 PREPARATION OF SURFACES

A. Surfaces to be painted shall be clean and free of dirt, dust and any other substance which might interfere with the functioning of the painting system. All surfaces to be painted shall be in proper condition to accept, and assure the proper adhesion and functioning of the particular painting system or coating specified.

B. All steel and ferrous metal surfaces to be painted will be primed before installation. Bolts, welds and places where prime coat has been damaged shall be wire brushed to remove all loose paint, rust, and scale. Then apply one coat of ferrous metal primer.

C. Wood surfaces shall be hand sandpapered and dusted clean. All knots, pitch pockets, or sappy portions shall be sealed with clear shellac or knot sealer. Putty all nail holes, cracks, etc., after first or prime coat.

Do not seal wood surfaces to receive stain or natural finish. Do not sandpaper saw textured or resawn surfaces.

D. Prime coats and finish coats of any one paint system shall be the products of the same manufacturer, except for manufacturer-applied factory or shop primed surfaces.

6.2 WORKMANSHIP AND APPLICATION

A. Paint shall be applied in accordance with the applicable specification and/or manufacturer's instructions.

B. Paints and finishing materials shall be free from skins, lumps, or any foreign matter, and kept well stirred while being applied.

C. Work shall be protected against spatters. stains, or soiling, and each type of finish shall be protected against similar defacement by other finish and shall be left clean.

D. Each coat of paint shall be evenly worked out and allowed to dry before any subsequent coat is applied or rubbing done.

E. Finish coats shall be the exact shades and textures selected.

F. The finish work shall be free from runs and sags, defective brushing, and clogging of lines or angles.

6.3 TOUCHING UP

A. At the completion of other branches of the work, all painted and finished work shall be touched up and restored where damaged or defaced, and the entire work left free from blemished.

END OF SECTION 099100

May 2026