SOW.docx

HIAWATHA NATIONAL FOREST

MUNISING WAREHOUSE OVERHEAD DOOR CONSTRUCTION PROJECT

SUMMARY OF WORK

TECHNICAL SPECIFICATIONS

1-22-2025

TABLE OF CONTENTS

Munising Warehouse Door Project Hiawatha National Forest

Munising Warehouse Door Project Hiawatha National Forest

END OF INDEX

SECTION 011000 – SUMMARY OF WORK

PART 1 - GENERAL

1.1 PROJECT INFORMATION

A. Project Identification: Munising Warehouse Overhead Door Construction Project

1. Address: Munising Warehouse, 314 E. Varnum St., Munising, MI 49862.

B. Purpose of work:

1. Renovation of an existing warehouse that is utilized for fire engine and equipment storage, wildfire staging, and a small maintenance area. Existing and future fire engines are larger in size, requiring larger overhead doors to safely travel in and out of the building. This structure is a CCC Warehouse constructed in the 1940’s.

C. Description of work: The principal features of the work to be performed under these specifications includes:

1. Modifications to the ground floor fire garage includes demolition and disposal of three existing overhead doors/tracks, openers and associated trim and electrical components. The work includes removal of the two timber columns and the garage door header at the exterior north wall and installing a new glulam garage door header with two (2) center columns to provide space for larger overhead doors. The work includes removal of four (4) interior columns and two (2) floorbeams and replacement with two (2) larger floorbeams to provide clear space. Installing two (2) new garage doors, door tracks and hardware, openers, and carpentry as needed, including aesthetics restoration, and painting is also required.

2. Furnish the necessary personnel, materials, equipment, services,, and facilities (except as otherwise specified), to perform the Description of Work.

1.2 MISCELLANEOUS PROVISIONS

A. Work Hours - Work days shall be scheduled Monday through Friday. No work is permitted on weekends or on Federal Holidays without written authorization of the CO. Owner will occupy premises during construction. Clean up work areas and return to usable condition at the end of each work period.

B. Driveways, Walkways, and Entrances: Keep driveways and entrances serving premises clear and available to Owner, Owner's employees, and emergency vehicles at all times. Do not use these areas for parking or storage of materials.

C. Storage: In-building storage is limited; an area for the selected Contractor’s storage/job trailer will be designated in the prework meeting.

D. Nonsmoking Building: Smoking is not permitted within the building or within 25 feet of entrances, operable windows, or outdoor-air intakes.

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

F. The contractor shall be responsible for providing employees with all required personal protective equipment including but not limited to hard hats, gloves, hearing protection and fall restraint and shall comply with all OSHA regulations.

G. Offerors or quoters are urged and expected to inspect the site where the work will be performed. See FAR clause 52.236-3, Site Investigations and Conditions Affecting Work.

H. Performance schedule: Contract time shall be 45 calendar days. Notice to proceed and suspend/resume work orders will be issued as required to allow time to order materials. The Contractor shall be required to start work within 10 days of the effective date on the Notice to Proceed and shall provide a minimum of 72 hours advance notice to the CO prior to beginning work. The Contractor shall prepare and submit proposed progress schedule within 5 days of the effective date on the Notice to Proceed.

1. The progress schedule will show major work items and estimated time to accomplish them, scheduled outages, any critical path items that need to be completed in sequence, and any lag times due to ordering and delivery of materials. The progress schedule can be neatly written/typed or sent as a pdf file from an appropriate scheduling program.

2. If the Contractor falls significantly behind schedule they will be required to submit a revised progress schedule to the CO upon request which will include a written description of planned changes to work procedures and staffing necessary to ensure the project is completed within the performance period.

3. Scheduled outages: The building may be occupied during construction activities. The Contractor shall coordinate any scheduled outages for water, gas, and electric equipment with the CO.

1.3 SITE UTILITIES

A. Electrical service is available on the site. The Contractor may efficiently use this electrical service for work related to this contract at no charge. Contractor shall provide electric generators or other temporary means where electric service is not readily available.

B. Contractor shall be responsible to provide temporary sanitation utilities. Location to be approved by COR.

1.4 CONTRACTOR USE OF PREMISES

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

B. Staging area – Portions of the site may be used as staging areas for contractor equipment, material storage and temporary offices. The staging areas shall be cleaned and restored to original condition upon the completion of the project. Coordinate staging area locations with the COR.

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

1. Confine operations at the site to areas adjacent to buildings being work upon.

2. Repair damage caused by construction operations.

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

PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used)

END OF SECTION 011000

SECTION 013000 – SUBMITTALS

PART 1 - GENERAL

Munising Warehouse Door Project

1.1 REQUIREMENTS

A. It will be the Contractor’s responsibility to submit all items with promptness as to cause no delay in the work. Approvals must be obtained before starting work involving the item. Contractor shall allow ten (10) calendar days for processing of submittals by the Government.

B. The following submittals are required following award of contract for review and/or approval pursuant to contract provisions.

1.2 MANUFACTURER’S LITERATURE AND SHOP DRAWINGS

A. Submit one (1) copy of product data on the items required herein to the CO for approval. Literature which is not marked or otherwise designated to show the exact model, size, etc. which the Contractor proposes to use, will be returned by the CO “without action.” Circle or check items on submittals. Highlighter pens may print black or not at all when copied.

B. Information must be adequate to determine compliance with specifications.

C. Submit three (3) copies of materials that cannot reasonably be copied on typical copy machines.

D. One (1) copy of all submittals will be returned to the Contractor.

E. Submittals which are received from sources other than through the Contractor’s office will be returned by the CO “without action.”

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

END OF SECTION 01300

SECTION 015000 - TEMPORARY FACILITIES AND CONTROLS

1.1 SECTION REQUIREMENTS

A. Water and Electric Power: Available from Owner's existing system without metering and without payment of use charges. Provide connections and extensions of services as required for construction operations.

B. Electric Service: Comply with NECA, NEMA, and UL standards and regulations for temporary electric service. Install service to comply with NFPA 70.

C. Accessible Temporary Egress: Comply with applicable provisions in ICC A117.1.

PART 2 - PRODUCTS

2.1 TEMPORARY FACILITIES

A. Provide field offices, storage and fabrication sheds, and other support facilities as necessary for construction operations. Store combustible materials apart from building.

2.2 EQUIPMENT

A. Fire Extinguishers: Portable, UL rated; with class and extinguishing agent as required by locations and classes of fire exposures.

PART 3 - EXECUTION

3.1 TEMPORARY UTILITY INSTALLATION

A. General: Install temporary service or connect to existing service.

1. Arrange with utility company, Owner, and existing users for time when service can be interrupted, if necessary, to make connections for temporary services.

B. Sanitary Facilities:

A. Install project identification and other signs in locations approved by Owner to inform the public and persons seeking entrance to Project.

B. Waste Disposal Facilities: Provide waste-collection containers in sizes adequate to handle waste from construction operations. Comply with requirements of authorities having jurisdiction.

3.3 SECURITY AND PROTECTION FACILITIES INSTALLATION

A. Provide a secure site at all times.

3.4 OPERATION, TERMINATION, AND REMOVAL

A. Remove each temporary facility when need for its service has ended, when it has been replaced by authorized use of a permanent facility, or no later than Substantial Completion.

B. At Substantial Completion, repair, renovate, and clean permanent facilities used during construction period.

END OF SECTION 015000

SECTION 01900 – MEASUREMENT AND PAYMENT

PART 1 – GENERAL

1.1 SCOPE: Applies to method of measurement and basis of payment for work items listed in the Bid Schedule.

1.2 WORK: Furnishing all labor, materials, equipment, and other incidentals necessary to successfully complete the project or any portion of it, and carrying out all duties and obligations imposed by the contract on the Contractor.

1.3 PAYMENT: For each individual item listed here in the Bid Schedule, payment shall be in full compensation for all work related to the particular item in accordance with these specifications, as shown on the drawings and as staked in the field.

PART 2 – PAYMENT

2.1 BASE BID – For each individual item in the Bid Schedule

A. Measurement: Completely in place and functional.

B. Payment: At the contract lump sum price including all materials, labor, equipment, and incidentals necessary to complete the work.

END OF SECTION 01900

SECTION 024119 - SELECTIVE DEMOLITION

PART 1 - GENERAL

1.1 SECTION REQUIREMENTS

A. Contractor shall remove and dispose of existing wood columns, beams, wood overhead doors, tracks and associated accessories and hardware.

B. Owner will occupy portions of building during the project. Conduct selective demolition so Owner’s operation will not be disrupted. Coordinate with COR.

C. It is not expected that hazardous materials will be encountered in the Work. If hazardous materials are encountered, do not disturb; immediately notify CO. The Contractor shall dispose of the doors in accordance with the State of Michigan regulations. The Contractor shall pay for any required testing or disposal fees that may be required.

PART 2 - PRODUCTS

2.1 PEFORMANCE REQUIREMENTS

A. Regulatory Requirements: Comply with State of Michigan/EPA regulations and with hauling and disposal regulations of authorities having jurisdiction.

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

PART 3 - EXECUTION

3.1 DEMOLITION

Maintain services/systems indicated to remain and protect them against damage during selective demolition operations. Before proceeding with demolition, provide temporary services/systems that bypass area of selective demolition and that maintain continuity of services/systems to other parts of the building.

Provide temporary barricades and other protection required to prevent injury to people and damage to adjacent buildings and facilities to remain.

Locate, identify, shut off, disconnect, and seal or cap off indicated utility services and mechanical/electrical systems serving areas to be selectively demolished.

Provide temporary barricades and other protection required to prevent injury to people and damage to adjacent buildings and facilities to remain.

Protect walls, ceilings, floors, and other existing finish work that are to remain. Erect and maintain dustproof partitions. Cover and protect furniture, furnishings, and equipment that have not been removed.

Requirements for Building Reuse:

Maintain existing elements not indicated to be demolished; do not demolish such existing construction beyond indicated limits.

Neatly cut openings and holes plumb, square, and true to dimensions required. Use cutting methods least likely to damage construction to remain or adjoining construction.

Remove demolition waste materials from project site and legally dispose of them.

Clean adjacent structures and improvements of dust, dirt, and debris cause by selective demolition operations. Return adjacent areas to condition existing before selective demolition operations began.

END OF SECTION 024119

SECTION 061000 - ROUGH CARPENTRY

1.1 SECTION REQUIREMENTS

A. Submittals: None.

PART 2 - PRODUCTS

2.1 WOOD PRODUCTS, GENERAL

A. Lumber: Provide dressed lumber, S4S, marked with grade stamp of inspection agency.

2.2 TREATED MATERIALS

A. Provide preservative-treated materials for items indicated on Drawings; AWPA U1; Use Category UC3B and the following:

1. Use treatment containing no arsenic or chromium

2. Kiln-dry lumber after treatment to a maximum moisture content of 19 percent

3. Mark lumber with treatment quality mark of an inspection agency approved by the ALSC Board of Review

B. Provide preservative-treated materials for all miscellaneous rough carpentry unless otherwise indicated.

Wood cants, nailers, curbs, equipment support bases, blocking, stripping, and similar members in connection with roofing, flashing, vapor barriers, and waterproofing.

Wood sills, blocking, and similar concealed members in contact with masonry or concrete Wood framing members that are less than 18 inches (460 mm) above the ground.

Wood floor plates that are installed over concrete slabs-on-grade.

2.3 FRAMING

A. Dimension Lumber:

1. Maximum Moisture Content: 15 percent.

2. Non-Load-Bearing Interior Partitions: Construction or No. 2: Any species.

3. Framing Other Than Non-Load-Bearing Interior Partitions: No. 2 or better: Southern pine: SPIB or Douglas fir-larch: WCLIB, or WWPA.

2.4 MISCELLANEOUS LUMBER

A. Miscellaneous Dimension Lumber: Construction, or No. 2 grade with 15 percent maximum moisture content of any species. Provide for nailers, blocking, and similar members.

2.5 PLYWOOD BACKING PANELS

A. Equipment Backing Panels: Plywood, Exposure 1, C-D Plugged, fire-retardant treated, not less than 3/4-inch nominal thickness.

2.6 MISCELLANEOUS PRODUCTS

A. Fasteners: Size and type indicated. Where rough carpentry is exposed to weather, in ground contact, or in area of high relative humidity, provide fasteners with hot-dip zinc coating complying with ASTM A 153/A 153M.

1. Power-Driven Fasteners: CABO NER-272.

2. Bolts: Steel bolts complying with ASTM A 307, Grade A; with ASTM A 563 hex nuts and, where indicated, flat washers.

3. Simpson Strongtie or equivalent.

B. Sill Sealer: Closed-cell neoprene foam, 1/4 inch thick.

C. Flexible Flashing: Self-adhesive product consisting of a butyl rubber compound, bonded to a backing sheet to produce an overall thickness of not less than 0.025 inch.

PART 3 - EXECUTION

3.1 INSTALLATION

A. Set rough carpentry to required levels and lines, with members plumb, true to line, cut, and fitted. Locate nailers, blocking, and similar supports to comply with requirements for attaching other construction.

B. Framing Standard: Comply with AF&PA's WCD 1, "Details for Conventional Wood Frame Construction," unless otherwise indicated.

C. Do not splice structural members between supports unless otherwise indicated.

D. Securely attach rough carpentry to substrates, complying with the following:

1. CABO NER-272 for power-driven fasteners.

2. Published requirements of metal framing anchor manufacturer.

3. Table 2304.9.1, "Fastening Schedule," in the IBC.

END OF SECTION 061000

SECTION 062000 FINISH CARPENTRY

PART 1 – GENERAL

1.1 SECTION INCLUDES

A. Contractor shall restore any damaged wood or trim during the replacement of the wood sectional overhead doors.

1.2 SUBMITTALS

A. Product Data: Manufacturer's data sheets on each product to be used, including:

1. Preparation instructions and recommendations.

2. Storage and handling requirements and recommendations.

3. Installation methods.

PART 2 – PRODUCTS

2.1 FINISH CARPENTRY

A. Exterior Lumber Trim: Smooth-textured, Grade A, western red cedar or Grade D and better eastern white pine

1. Maximum Moisture Content: 19 percent

2. Dimensions to match existing.

2.3 MISCELLANEOUS MATERIALS

A. Fasteners for Exterior Finish Carpentry: Stainless-steel or galvanized.

PART 3 - EXECUTION

3.1 INSTALLATION

A. Prime and back-prime lumber for painted finish exposed on the exterior. Cut to length and prime ends.

B. Install finish carpentry level, plumb, true, and aligned with adjacent materials. Scribe and cut to fit adjoining work. Refinish and seal cuts.

C. Install standing and running trim with minimum number of joints practical, using full-length pieces from maximum lengths of lumber available. Do not use pieces less than 48 inches long except where necessary. Stagger joints in adjacent and related trim. Cope at returns and inside corners and miter at outside corners.

D. Paint/stain surface of newly installed wood to match existing color and sheen. Coordinate with COR. Apply 1 coat of primer and 2 coats of approved paint/stain. Prime all sides of wood and cut ends. Primer and paint/stain shall be compatible. Prepare surface and apply paint/stain in accordance with manufacturer’s recommendations.

END OF SECTION 062000

SECTION 083613 – SPECIAL SECTIONAL DOORS

1. GENERAL

SECTION INCLUDES

Provide new sectional overhead doors (2) as indicated on drawings. This includes, fabricating and installing new sectional overhead doors, and installing new garage door tracks and hardware.

New sectional overhead doors shall closely match the existing style/pattern of the existing doors. The Shop Drawing(s) shall be submitted to the COR for review/approval.

The Contractor shall be responsible for verifying opening dimensions by field measurements before fabrication.

New doors and equipment to be installed in accordance with manufacturers specifications.

New doors shall be stored to prevent damage prior to installation.

Provide and install medium duty electric door openers for each overhead door.

Electrical wiring and conduits needed for powering operators is part of this contract.

Contractor shall install and test each electric opener to ensure correct operations with the COR present.

The openers will be tested with the doors being both connected and disconnected. The safety photo eyes, wall operator and handheld transmitters will also be tested.

PRODUCTS

Manufacturer Richards-Wilcox Industrial/Commercial Overhead Door (T175) or approved other.

Galvanized Steel Sectional Overhead Doors:

Door Assembly: High tensile strength steel construction.

Door Assembly: Stile and rail assembly secured with heavy duty fasteners.

Size: 13 feet wide by 9 feet high minimum dimensions.

Panel Thickness: 1-3/4 inches (44 mm).

Panel Style: Match existing Steel Panels: 0.019 inch (0.48 mm) thick, galvanized.

Stiles and Rails: 2 inch heavy duty rails and hardware.

Springs:

10,000 cycles.

Window/Glazing Design:

Window Location: For each door, match existing window location and numbers.

Glass Type: Clear Insulated.

Finish and Color:

Match Existing Color Hardware: Galvanized steel hinges and fixtures. Ball bearing rollers with hardened steel races.

Lock: Spring-loaded deadbolt and adjustable locking bars to engage through slots in tracks.

Weatherstripping: Extruded PVC bulb-type strip at bottom.

Track: Provide track as recommended by manufacturer to suit loading required and clearances available.

Manual Operation: Pull rope.

Warranty 1-year on Material and Workmanship.

Manufacturer LiftMaster Medium Duty Trolley Operator or approved other.

Overhead Door Opener Electric Door Operator: Provide UL listed electric operator, size and type as recommended by manufacturer to move door in either direction at not less than 2/3 foot nor more than 1 foot per second. Operator shall meet UL325 requirements for continuous monitoring of safety devices.

Emergency Manual Operation: Chain type.

Entrapment Protection: Required for momentary contact, includes radio control operation.

Primary monitored entrapment protection will be monitored dual-sided photos eyes, NEMA approved.

Operator Controls:

Push-button operated control stations with open, close, and stop buttons.

Surface mounting.

Interior location.

Special Operation:

Handheld transmitters (2 per operator)

EXECUTION

EXAMINATION

Contractor to verify substrate conditions to ensure they are acceptable for the product installation instructions in accordance with manufacturer’s specifications. Verify that door frame openings are constructed plumb, true and level before beginning installation process. Select fasteners of adequate type, number and quality to perform the intended functions.

INSTALLATION

Install door, track, and operating equipment complete with necessary hardware, anchors, inserts, hangers, and equipment supports. Comply with manufacturer’s product data, including product technical bulletins, product catalog installation instructions and product packaging instructions for installation.

Exterior of installed unit shall be flashed, trimmed & sealed to prevent air infiltration and/or water penetration. Interior of installed unit shall be insulated & trimmed to prevent thermal and/or acoustical transmission.

Accessibility: Install doors, switches, and controls along accessible routes in compliance with regulatory requirements for accessibility.

Power-Operated Doors: Install automatic garage door openers according to UL 325.

Test and adjust controls and safeties.

END OF SECTION 083613

SECTION 099300 – PAINTING

PART 1 – GENERAL

1.1 SECTION INCLUDES

A. Preparation and painting of exterior and interior wood surfaces. Exterior and most interior to match existing color/location. All new columns to be painted SAFETY YELLOW COLOR.

B. Definitions: The term painting as used herein means any coating specified for application to the designated surface.

1.2 SUBMITTALS

A. Product Data: Include printout of MPI's "MPI Approved Products List" with product highlighted.

B. Mockups: Full-coat finish Sample of each type of coating, color, and substrate, applied where directed.

1.3 JOB CONDITIONS AND PROTECTION

A. Do not apply paint or stain when temperature is below 50oF.

B. Do not paint exterior during adverse weather conditions. Protect from dust, wind, and rain until dry.

D. Store materials out of the weather and protect from freezing.

PART 2 - PRODUCTS

2.1 PAINT/STAIN

A. Available Manufacturers: Subject to compliance with requirements, provide products by one of the following:

1. Behr Process Corporation.

2. Benjamin Moore & Co.

3. Coronado Paint; Benjamin Moore Company.

4. Glidden Professional.

5. PPG Architectural Coatings.

6. Sherwin-Williams Company (The).

B. MPI Standards: Provide materials that comply with MPI standards indicated and listed in its "MPI Approved Products List."

1. Paint shall be premium grade 2-coat system.

2. Paint shall be self-priming with stain blocking.

3. Paint shall be resistant to blistering, peeling and dirt pickup.

4. Paint shall have anti-microbial agents inhibiting the growth of mold and mildew on the paint surface.

C. Material Compatibility: Provide materials that are compatible with one another and with substrates.

1. For each coat in a paint system, provide products recommended in writing by manufacturers of topcoat for use in paint system and on substrate indicated.

D. Colors and Sheen: Match existing colors and sheen; coordinate with COR.

PART 3 - EXECUTION

3.1 PREPARATION

A. Starting of painting work will be construed as acceptance of surfaces and conditions within any particular area.

B. Comply with recommendations in MPI's "MPI Architectural Painting Specification Manual" applicable to substrates indicated.

C. Remove hardware, lighting fixtures, and similar items that are not to be finished. Mask items that cannot be removed. Reinstall items in each area after finishing is complete.

D. Clean and prepare surfaces in an area before beginning finishing in that area. Schedule finishing so cleaning operations will not damage newly finished surfaces.

E. Completely seal with caulking compound all joints around frames and sills of doors, windows, flashing, other openings in exterior walls, and all other joints or spaces to be caulked according to manufacturer's recommendations. Caulking compound shall be latex caulking or an approved equal.

F. Joints and spaces to be caulked shall be clean and free from dust and shall be dry. Joints shall be filled slightly convex. Caulk joints before final coat of paint or stain is applied to adjacent work. Where caulking will not be painted or stained, color shall match that of adjacent materials.

G. Apply compound with gun having proper sized nozzle or with knife as required. Use sufficient pressure to fill all joints solid; superficial pointing of joints with a skin bead will not be accepted. Remove excess caulking and leave surfaces neat, smooth, and clean. Upon completion, the caulking shall have a smooth, even finish. All caulked joints shall be watertight.

H. 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.

I. 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 and then given one coat of ferrous metal primer.

J. 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.

K. 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 primes surfaces.

3.2 APPLICATION

A. Comply with recommendations in MPI's "MPI Architectural Painting Specification Manual" applicable to substrates indicated.

B. Finish exposed surfaces, new and existing, unless otherwise indicated.

C. Apply stains according to manufacturer's written instructions.

D. Apply stains to produce surface films without color irregularity, cloudiness, holidays, lap marks, brush marks, runs, ropiness, or other imperfections. Use multiple coats to produce a smooth surface film of even luster.

E. Brush and Roller Application:

1. Brushes: Use brushes best suited for the type of material applied. Use brush of appropriate size for the surface or item being painted.

2. Rollers: Use rollers of carpet, velvet back, or high-pile sheep's wool as recommended by the manufacturer for the material and texture required.

3. Brush or roll out and work coats onto surface in an even film.

4. Cloudiness, spotting, holidays, laps, brush or roller marks, runs, sags and other surface imperfections to be repaired.

F. Spray Application:

1. Use airless spray equipment with orifice size as recommended by the manufacturer for the material and texture required.

2. Where spray application is used, apply each coat to provide hiding equivalent to brush coats.

3. Do not double back with spray equipment to build up film thickness of two coats in one pass.

G. Minimum Coating Thickness:

1. Apply paint materials no thinner than manufacturer's recommended spreading rate. Provide the total dry film thickness of the entire system specified, but in no case less than recommended by manufacturer.

3.3 EXTERIOR/INTEROR PAINT APPLICATION SCHEDULE

A. New or Bare Wood

1. Exterior/Interior Oil Based Primer: One Coat

2. Exterior/Interior Acrylic Latex: Two coats

3.4 TOUCHING UP

A. After 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 blemish.

3.5 CLEANING

A. Cleanup: At the end of each workday, remove empty cans, rags, rubbish, and other discarded materials create by Work of this Section, and dispose of in a legal manner.

B. Do not dump waste materials, including thinners, on site.

C. Do not use sanitary or storm drains.

END OF SECTION 099300

SECTION 262726 - WIRING DEVICES

PART 1 - GENERAL

PART 2 - PRODUCTS

PART 3 - EXECUTION

B. Do not use oversized or extra-deep plates. Repair wall finishes and remount outlet boxes when standard device plates do not fit flush or do not cover rough wall opening.

D. Mount devices flush, with long dimension vertical, and grounding terminal of receptacles on top unless otherwise indicated. Group adjacent devices under single, multigang wall plates.

END OF SECTION 262726