C04b - SOW - SPECS - 1240LT26Q0135.pdf

Section C - Description/Specifications/Statement of Work

GENERAL SPECIFICATIONS

Stockmore Building Renovation - 2026

1.1 SCOPE OF CONTRACT

A. BASE - This project is renovation work at the Forest Service Stockmore Building. Work includes window installations, exterior door installations, door hardware installations on the 2 garage closet doors, demolition work, electrical work, and remodeling work in 2 restrooms.

B. OPTION #1 – Option #1 work includes the preparation, priming and painting of interior walls, ceilings, wood trim and doors.

C. OPTION #2 – Option #2 work includes the installation of waterproof LVP flooring and rubber wall base in offices, halls and restrooms. LVP flooring shall be installed over existing tile flooring.

D. OPTION #3 – Option #3 – Work includes providing and installing a water fountain in the garage to replace the original water fountain.

E. Contractor shall visit the site to assess the locations and condition of the building and the location of the utilities

F. Quantities associated with these options are identified in the Schedule of Items.

1.2 PROJECT LOCATION

A. The project is located in the Duchesne Ranger District of the Ashley National Forest, Duchesne County, Utah. It is located at 44304 N Fork Road in the city of Hanna in Utah, 84031. The project may be accessed from State Highway 35 and North Fork Road.

1.3 SITE INFORMATION AND LIMITATIONS

A. The following site conditions are considered incidental to the contract, and the contractor will not be paid directly for any of the following items:

1.4 INFORMATION AND LIMITATIONS

1. Water is available at the site for construction purposes.

2. Toilet facilities are available at the site

3. Electricity is available for construction purposes

1.5 WORK CAMPS, STAGING AND STORAGE AREAS

B. Areas for staging operations and storage of materials shall be approved by the CO. The Contractor must request in writing for approval from the CO to stage trailers on site.

C. No overnight camping will be allowed on site unless approved by District Ranger.

1.4 INSPECTION OF WORKSITE

A. The contractor acknowledges they have taken the necessary steps to ascertain the nature and location of work and have investigated and satisfied themselves as to the general and local conditions that can affect the work or its cost. Any failure of the contractor to take the actions described and acknowledged in this paragraph will not relieve the Contractor from the responsibility of estimating properly the difficulty and cost of successfully performing the work, or for proceeding to successfully perform the work without additional expenses to the government.

1.5 START DATE

A. Summer/Fall 2026

1.6 CONTRACT TIME

A. Base Bid: 91 Calendar Days

1.7 SITE VISIT

A. A site visit will be held on July 29, 2026 at 12:00 pm Mountain time at the Stockmore Guard Station. The address of the Stockmore Guard Station is 44304 N. Fork Rd, Hanna, UT 84031. Please email Cathleen Christensen if have any questions or concerns at cathleen.christensen@usda.gov.

1.8 SPECIFICATIONS

A. The following specifications are attached. Some sections in the schedule of items refer to other sections not listed and are subsidiary to or are included in payment for other pay items in this contract. These items are considered incidental and no additional compensation will be made.

000001 - Section C 011900 - Mobilization 017320 - Selective Demolition 081113 - Hollow Metal Doors and Frames 085313 - Vinyl Windows 099123 – Interior Painting 224716 – Pressure Water Coolers 260000 - Common Work Results for Electrical

USDA FOREST SERVICE, R-4

Stockmore Administrative Building Renovation - 2026

SECTION 011900 - MOBILIZATION

PART 2 - GENERAL

2.1 SUMMARY

A. This item is intended to compensate the Contractor for operations including, but not limited to, those necessary for the movement of personnel, equipment, supplies, and incidentals to the project site; for payment of premiums for bonds and insurance for the project; and for any other work and operations which must be performed or costs that must be incurred incident to the initiation of meaningful work at the site and for which payment is not otherwise provided for under the contract.

2.2 MEASUREMENT AND PAYMENT

A. The measurement shall be lump sum for mobilization. Payment shall be as follows:

1. Bond premiums will be reimbursed after receipt of the evidence of payment.

2. 50% of the lump sum, not to exceed 5% of the original contract amount, will be paid following completion of 5% of the original contract amount not including mobilization and bond premiums.

3. Payment of the remaining portion of the lump sum, up to 10% of the original contract amount, will be paid following completion of 10% of the original contract amount not including mobilization and bond premiums.

4. Any portion of the lump sum in excess of 10% of the original contract amount will be paid after final acceptance.

5. Progress payments for mobilization and preparatory work shall be subject to retainage.

PART 3 - PRODUCTS (NOT USED)

PART 4 - EXECUTION (NOT USED)

END OF SECTION 011900

July 2026

SECTION 017320 - SELECTIVE DEMOLITION

PART 5 - GENERAL

5.1 SUMMARY

A. This Section includes demolition and removal of the following:

1. Selected portions of a building.

2. Repair procedures for selective demolition operations.

5.2 DEFINITIONS

A. Remove: Detach items from existing construction and legally dispose of them off-site, unless indicated to be removed and salvaged or removed and reinstalled.

B. Remove and Salvage: Detach items from existing construction and deliver them to Government.

C. Remove and Reinstall: Detach items from existing construction, prepare them for reuse, and reinstall them where indicated.

D. Existing to Remain: Existing items of construction that are not to be removed and that are not otherwise indicated to be removed, removed and salvaged, or removed and reinstalled.

5.3 MATERIALS OWNERSHIP

A. Except for items or materials indicated to be reused, salvaged, reinstalled, or otherwise indicated to remain Government property, demolished materials shall become Contractor's property and shall be removed from Project site.

5.4 SUBMITTALS

A. Schedule of Selective Demolition Activities: Indicate detailed sequence of selective demolition and removal work, with starting and ending dates for each activity, including interruption of utility services.

B. Waste Manifests for materials deemed hazardous by the State of Utah including refrigerant and fluorescent lights.

5.5 QUALITY ASSURANCE

A. Regulatory Requirements: Comply with governing EPA notification regulations before beginning selective demolition. Comply with hauling and disposal regulations of authorities having jurisdiction.

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

C. Pre-demolition Conference: Conduct conference at Project site with contractor, subcontractors and Contracting Officer’s Representative.

5.6 PROJECT CONDITIONS

A. Conduct selective demolition so Government operations will not be disrupted. Provide not less than 72 hours' notice to CO of activities that will affect Government operations.

B. Maintain access to existing building amenities, pathways, and other adjacent occupied or used facilities.

1. Do not close or obstruct walkways, corridors, or other occupied or used facilities without written permission from the COR.

C. Government assumes no responsibility for condition of areas to be selectively demolished.

1. Conditions existing at time of inspection for bidding purposes will be maintained by Government as far as practical.

D. Hazardous Materials, Salvage for reuse

1. 4-foot fluorescent light tubes: Throughout building.

E. Storage or sale of removed items or materials on-site will not be permitted.

5.7 MEASUREMENT AND PAYMENT

A. There will be separate measurement or payment for work in this section. Payment will be included at the contract unit price for items shown on the Schedule of Items.

PART 6 - PRODUCTS

6.1 REPAIR MATERIALS

A. Use repair materials identical to existing materials.

1. If identical materials are unavailable or cannot be used for exposed surfaces, use materials that visually fully match existing adjacent surfaces possible.

2. Use materials whose installed performance equal or surpasses that of existing materials.

PART 7 - EXECUTION

7.1 EXAMINATION

A. Verify that utilities have been disconnected and capped.

B. Survey existing conditions and correlate with requirements indicated to determine extent of selective demolition required.

C. When unanticipated mechanical, electrical, or structural elements that conflict with intended function or design are encountered, investigate and measure the nature and extent of conflict. Promptly submit a written report to CO.

7.2 PREPARATION

A. Site Access and Temporary Controls: Conduct selective demolition and debris-removal operations to ensure minimum interference with roads, streets, walks, walkways, and other adjacent occupied and used facilities.

1. Do not close or obstruct roads, without permission from CO. Provide alternate routes around closed or obstructed traffic ways if required by governing regulations.

2. Erect temporary protection, such as walks, fences, railings, canopies, and covered passageways, where required by authorities having jurisdiction.

3. Protect existing site improvements, appurtenances, and landscaping to remain.

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

C. Temporary Enclosures: Provide temporary enclosures for protection of existing buildings and construction, in progress and completed, from exposure, foul weather, other construction operations, and similar activities. Provide temporary weathertight enclosure for building exterior.

7.3 POLLUTION CONTROLS

A. Dust Control: Use temporary enclosures, and other suitable methods to limit spread of dust and dirt. Comply with governing environmental-protection regulations.

B. Disposal: Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas.

1. Remove debris from elevated portions of building by chute, hoist, or other device that will convey debris to grade level in a controlled descent.

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

7.4 SELECTIVE DEMOLITION

A. General: Demolish and remove existing construction only to the extent required by new construction and as indicated. Use methods required to complete the Work within limitations of governing regulations.

1. 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.

2. Cut or drill from the exposed or finished side into concealed surfaces to avoid marring existing finished surfaces.

3. Do not use cutting torches until work area is cleared of flammable materials. At concealed spaces, such as duct and pipe interiors, verify condition and contents of hidden space before starting flame-cutting operations. Maintain portable fire-suppression devices during flame-cutting operations.

4. Locate selective demolition equipment and remove debris and materials so as not to impose excessive loads on supporting walls, floors, or framing.

5. Use cardboard or a drum to store fluorescent lighting to prevent breakage. Label the container clearly as ““Universal Waste Mercury-Containing Lamp(s)”

6. Demo condensing units and drinking fountain in a manner that will not release refrigerant.

7. Dispose of universal hazardous waste as required by EPA and State laws. A disposal site is listed above.

B. Removed and Reinstalled Items:

1. Clean and repair items to functional condition adequate for intended reuse. Paint equipment to match new equipment.

2. Pack or crate items after cleaning and repairing. Identify contents of containers.

3. Protect items from damage during transport and storage.

4. Reinstall items in locations indicated. Comply with installation requirements for new materials and equipment. Provide connections, supports, and miscellaneous materials necessary to make item functional for use indicated.

C. Existing Items to Remain: Protect construction indicated to remain against damage and soiling during selective demolition. When permitted by CO, items may be removed to a suitable, protected storage location during selective demolition and cleaned and reinstalled in their original locations after selective demolition operations are complete.

7.5 PATCHING AND REPAIRS

A. General: Promptly repair damage to adjacent construction caused by selective demolition operations.

B. Repairs: Where repairs to existing surfaces are required, patch to produce surfaces suitable for new materials.

1. Completely fill holes and depressions in existing masonry walls that are to remain with an approved masonry patching material applied according to manufacturer's written recommendations.

C. Finishes: Restore exposed finishes of patched areas and extend restoration into adjoining construction in a manner that eliminates evidence of patching and refinishing.

D. Floors and Walls: Where walls or partitions that are demolished extend one finished area into another, patch and repair floor and wall surfaces in the new space. Provide an even surface of uniform finish color, texture, and appearance. Remove existing floor and wall coverings and replace with new materials, if necessary, to achieve uniform color and appearance.

E. Ceilings: Patch and repair existing ceilings as necessary to provide an even-plane surface of uniform appearance.

7.6 DISPOSAL OF DEMOLISHED MATERIALS

A. General: Promptly dispose of demolished materials. Do not allow demolished materials to accumulate on-site.

B. Dispose of universal hazardous waste as required above.

C. Burning: Do not burn demolished materials.

D. Disposal: Transport demolished materials off Government property and legally dispose of them.

END OF SECTION 017320

FEBRUARY 2022

USDA FOREST SERVICE R-4

SECTION 081113 - HOLLOW METAL DOORS AND FRAMES

PART 8 - GENERAL

8.1 SUMMARY

A. Section includes hollow-metal work.

8.2 DEFINITIONS

A. Minimum Thickness: Minimum thickness of base metal without coatings according to NAAMM-HMMA 803 or SDI A250.8.

8.3 ACTION SUBMITTALS

A. Product Data: For each type of product.

B. Shop Drawings: Include elevations, door edge details, frame profiles, metal thicknesses, preparations for hardware, and other details.

8.4 INFORMATIONAL SUBMITTALS

A. Product test reports.

8.5 MEASUREMENT AND PAYMENT

A. Separate payment will be made for the work included under this section listed in the Schedule of Items.

PART 9 - PRODUCTS

9.1 MANUFACTURERS

A. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to the following:

1. Ceco Door; ASSA ABLOY.

2. DKS Steel Door & Frame Systems, Inc.

3. Mesker Door Inc.

4. Pioneer Industries.

5. Rocky Mountain Metals, Inc.

6. Steelcraft; an Allegion brand.

9.2 REGULATORY REQUIREMENTS

A. Fire-Rated Assemblies: Complying with NFPA 80 and listed and labeled by a qualified testing agency acceptable to authorities having jurisdiction for fire-protection ratings indicated, based on testing at positive pressure according to NFPA 252 or UL 10C.

1. Smoke- and Draft-Control Assemblies: Provide an assembly with gaskets listed and labeled for smoke and draft control by a qualified testing agency acceptable to authorities having jurisdiction, based on testing according to UL 1784 and installed in compliance with NFPA 105.

B. Fire-Rated, Borrowed-Lite Assemblies: Complying with NFPA 80 and listed and labeled by a testing and inspecting agency acceptable to authorities having jurisdiction for fire-protection ratings indicated, based on testing according to NFPA 257 or UL 9.

9.3 INTERIOR DOORS AND FRAMES

A. Heavy-Duty Frames: SDI A250.8, Level 2. At locations indicated in the Door and Frame Schedule.

1. Physical Performance: Level B according to SDI A250.4.

2. Doors:

3. Frames:

a. Materials: Uncoated, steel sheet, minimum thickness of 0.053 inch.

b. Sidelite Frames: Fabricated from same thickness material as adjacent door frame.

c. Construction: Full profile welded.

4. Exposed Finish: Prime.

9.4 EXTERIOR HOLLOW-METAL DOORS AND FRAMES

A. Heavy-Duty Doors and Frames: SDI A250.8, Level 2. At locations indicated in the Door and Frame Schedule.

1. Physical Performance: Level B according to SDI A250.4.

2. Doors:

http://www.specagent.com/Lookup?ulid=5745 http://www.specagent.com/Lookup?uid=123457006312 http://www.specagent.com/Lookup?uid=123457006324 http://www.specagent.com/Lookup?uid=123457006305 http://www.specagent.com/Lookup?uid=123457006337 http://www.specagent.com/Lookup?uid=123457006339 http://www.specagent.com/Lookup?uid=123457006328

a. Type: As indicated in the Door and Frame Schedule.

b. Thickness: 1-3/4 inches.

c. Face: Metallic-coated steel sheet, minimum thickness of 0.042 inch, with minimum A40 coating.

d. Edge Construction: Model 1, Full Flush.

e. Core: Polyurethane or Polyisocyanurate.

3. Thermal-Rated Doors: Provide doors fabricated with thermal-resistance value (R-value) of not less than 10 deg F x h x sq. ft./Btu when tested according to

ASTM C 1363.

4. Frames:

a. Materials: Metallic-coated steel sheet, minimum thickness of 0.053 inch, with minimum A40 coating.

b. Construction: Full profile welded.

5. Exposed Finish: Prime.

9.5 BORROWED LITES

A. Hollow-metal frames of uncoated steel sheet, minimum thickness of 0.053 inch.

B. Construction: Full profile welded.

9.6 FRAME ANCHORS

A. Jamb Anchors:

1. Stud-Wall Type: Designed to engage stud, welded to back frames; not less than

0.042 inch thick.

2. Compression Type for Drywall Slip-on Frames: Adjustable compression anchors.

B. Floor Anchors: Formed from same material as frames, minimum thickness of 0.042 inch, and as follows:

1. Monolithic Concrete Slabs: Clip-type anchors, with two holes to receive fasteners.

2. Separate Topping Concrete Slabs: Adjustable-type anchors with extension clips, allowing not less than 2-inch height adjustment. Terminate bottom of frames at finish floor surface.

9.7 MATERIALS

A. Cold-Rolled Steel Sheet: ASTM A 1008/A 1008M, Commercial Steel (CS), Type B;

suitable for exposed applications.

B. Hot-Rolled Steel Sheet: ASTM A 1011/A 1011M, Commercial Steel (CS), Type B; free of scale, pitting, or surface defects; pickled and oiled.

C. Metallic-Coated Steel Sheet: ASTM A 653/A 653M, Commercial Steel (CS), Type B.

D. Frame Anchors: ASTM A 879/A 879M, Commercial Steel (CS), 04Z (12G) coating designation; mill phosphatized.

1. For anchors built into exterior walls, steel sheet complying with ASTM A 1008/A 1008M or ASTM A 1011/A 1011M, hot-dip galvanized according to ASTM A 153/A 153M, Class B.

E. Inserts, Bolts, and Fasteners: Hot-dip galvanized according to ASTM A 153/A 153M.

F. Power-Actuated Fasteners in Concrete: From corrosion-resistant materials.

G. Grout: ASTM C 476, except with a maximum slump of 4 inches (102 mm), as measured according to ASTM C 143/C 143M.

H. Mineral-Fiber Insulation: ASTM C 665, Type I (blankets without membrane facing).

I. Glazing: Section 088000 "Glazing."

9.8 FABRICATION

A. Fabricate hollow-metal work to be rigid and free of defects, warp, or buckle. Accurately form metal to required sizes and profiles, with minimum radius for metal thickness.

Where practical, fit and assemble units in manufacturer's plant. To ensure proper assembly at Project site, clearly identify work that cannot be permanently factory assembled before shipment.

B. Hollow-Metal Doors:

1. Exterior Doors: Provide weep-hole openings in bottoms of exterior doors to permit moisture to escape. Seal joints in top edges of doors against water penetration.

C. Hollow-Metal Frames: Where frames are fabricated in sections due to shipping or handling limitations, provide alignment plates or angles at each joint, fabricated of same thickness metal as frames.

1. Provide countersunk, flat- or oval-head exposed screws and bolts for exposed fasteners unless otherwise indicated.

2. Floor Anchors: Weld anchors to bottoms of jambs with at least four spot welds per anchor; however, for slip-on drywall frames, provide anchor clips or countersunk holes at bottoms of jambs.

3. Jamb Anchors: Provide number and spacing of anchors as follows:

a. Stud-Wall Type: Locate anchors not more than 18 inches (457 mm) from top and bottom of frame. Space anchors not more than 32 inches (813 mm) o.c.

and as follows:

1) Three anchors per jamb up to 60 inches (1524 mm) high.

2) Four anchors per jamb from 60 to 90 inches (1524 to 2286 mm) high.

b. Compression Type: Not less than two anchors in each frame.

4. Door Silencers: Except on weather-stripped frames, drill stops to receive door silencers.

a. Single-Door Frames: Drill stop in strike jamb to receive three door silencers.

b. Double-Door Frames: Drill stop in head jamb to receive two door silencers.

D. Hardware Preparation: Factory prepare hollow-metal work to receive templated mortised hardware; include cutouts, reinforcement, mortising, drilling, and tapping according to SDI A250.6, the Door Hardware Schedule, and templates.

1. Reinforce doors and frames to receive nontemplated, mortised, and surface-mounted door hardware.

2. Comply with applicable requirements in SDI A250.6 and BHMA A156.115 for preparation of hollow-metal work for hardware.

E. Stops and Moldings: Provide stops and moldings around glazed lites and louvers where indicated. Form corners of stops and moldings with butted or mitered hairline joints.

1. Single Glazed Lites: Provide fixed stops and moldings welded on secure side of hollow-metal work.

2. Multiple Glazed Lites: Provide fixed and removable stops and moldings so that each glazed lite is capable of being removed independently.

3. Provide fixed frame moldings on outside of exterior and on secure side of interior doors and frames.

4. Provide loose stops and moldings on inside of hollow-metal work.

5. Coordinate rabbet width between fixed and removable stops with glazing and installation types indicated.

9.9 STEEL FINISHES

A. Prime Finish: Clean, pretreat, and apply manufacturer's standard primer.

1. Shop Primer: SDI A250.10.

PART 10 - EXECUTION

10.1 INSTALLATION

A. Hollow-Metal Frames: Install hollow-metal frames for doors, borrowed lites, and other openings, of size and profile indicated. Comply with SDI A250.11 or NAAMM- HMMA 840 as required by standards specified.

1. Set frames accurately in position; plumbed, aligned, and braced securely until permanent anchors are set. After wall construction is complete, remove temporary braces, leaving surfaces smooth and undamaged.

a. At fire-rated openings, install frames according to NFPA 80.

b. Where frames are fabricated in sections because of shipping or handling limitations, field splice at approved locations by welding face joint continuously; grind, fill, dress, and make splice smooth, flush, and invisible on exposed faces.

c. Install frames with removable stops located on secure side of opening.

d. Install door silencers in frames before grouting.

e. Remove temporary braces necessary for installation only after frames have been properly set and secured.

f. Check plumb, square, and twist of frames as walls are constructed. Shim as necessary to comply with installation tolerances.

g. Field apply bituminous coating to backs of frames that will be filled with grout containing antifreezing agents.

2. Floor Anchors: Provide floor anchors for each jamb and mullion that extends to floor, and secure with postinstalled expansion anchors.

a. Floor anchors may be set with power-actuated fasteners instead of postinstalled expansion anchors if so indicated and approved on Shop Drawings.

3. In-Place Metal or Wood-Stud Partitions: Secure slip-on drywall frames in place according to manufacturer's written instructions.

4. Installation Tolerances: Adjust hollow-metal 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.

B. Hollow-Metal Doors: Fit hollow-metal doors accurately in frames, within clearances specified below. Shim as necessary.

1. Non-Fire-Rated Steel Doors:

a. Between Door and Frame Jambs and Head: 1/8 inch (3.2 mm) plus or minus 1/32 inch (0.8 mm).

b. Between Edges of Pairs of Doors: 1/8 inch (3.2 mm) to 1/4 inch (6.3 mm) plus or minus 1/32 inch (0.8 mm).

c. At Bottom of Door: 3/4 inch (19.1 mm) plus or minus 1/32 inch (0.8 mm).

d. Between Door Face and Stop: 1/16 inch (1.6 mm) to 1/8 inch (3.2 mm) plus or minus 1/32 inch (0.8 mm).

2. Fire-Rated Doors: Install doors with clearances according to NFPA 80.

3. Smoke-Control Doors: Install doors and gaskets according to NFPA 105.

C. Glazing: Comply with installation requirements in Section 088000 "Glazing" and with hollow-metal manufacturer's written instructions.

1. Secure stops with countersunk flat- or oval-head machine screws spaced uniformly not more than 9 inches (230 mm) o.c. and not more than 2 inches (51 mm) o.c. from each corner.

10.2 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 hollow-metal work that is warped, bowed, or otherwise unacceptable.

B. Remove grout and other bonding material from hollow-metal work 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, rust-inhibitive primer.

D. Metallic-Coated Surface Touchup: Clean abraded areas and repair with galvanizing repair paint according to manufacturer's written instructions.

E. Touchup Painting: Cleaning and touchup painting of abraded areas of paint are specified in painting Sections.

END OF SECTION 081113

USDA FOREST SERVICE R-4

SECTION 085313 - VINYL WINDOWS

PART 11 - GENERAL

11.1 SUMMARY

A. Section includes vinyl-framed windows.

11.2 PREINSTALLATION MEETINGS

A. Preinstallation Conference: Conduct conference at Project site.

11.3 ACTION SUBMITTALS

A. Product Data: For each type of product.

B. Shop Drawings: Include plans, elevations, sections, hardware, accessories, insect screens, operational clearances, and details of installation, including anchor, flashing, and sealant installation.

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

11.4 INFORMATIONAL SUBMITTALS

A. Sample warranties.

11.5 WARRANTY

A. Manufacturer's Warranty: Manufacturer agrees to repair or replace vinyl windows that fail in materials or workmanship within specified warranty period.

1. Warranty Period:

a. Window: 10 years from date of Substantial Completion.

b. Glazing Units: Five years from date of Substantial Completion.

PART 12 - PRODUCTS

12.1 WINDOW PERFORMANCE REQUIREMENTS

A. Product Standard: Comply with AAMA/WDMA/CSA 101/I.S.2/A440 for definitions and minimum standards of performance, materials, components, accessories, and fabrication unless more stringent requirements are indicated.

1. Window Certification: WDMA certified with label attached to each window.

B. Performance Class and Grade: AAMA/WDMA/CSA 101/I.S.2/A440 as follows:

1. Minimum Performance Class: R.

C. Thermal Transmittance: NFRC 100 maximum whole-window U-factor of 0.30- 0.34 Btu/sq. ft. x h x deg F.

D. Solar Heat-Gain Coefficient (SHGC): NFRC 200 maximum whole-window SHGC of 0.31-0.23.

12.2 VINYL WINDOWS

A. Products: Provide one of the following or comparable.

1. All Seasons , Bryan Texas 800-444-1444, www.allseasonswindows.com

2. Amsco Windows, Salt Lake City, UT 1-801-978-5000, www.amscowindows.co

3. Jeld-Wen , Charlotte NC, www.jeld-wen.com/en-us

4. Milgard, Inc, www.milgard.com

5. Weathersheild, Medford WI, 800-222-2995,www.weathershield.com

B. Operating Types: As indicated on Drawings.

C. Frames and Sashes: Impact-resistant, UV-stabilized PVC complying with

AAMA/WDMA/CSA 101/I.S.2/A440.

1. Finish: Integral color, sandstone.

2. Gypsum Board Returns: Provide at interior face of frame.

D. Glass: Clear annealed glass, ASTM C1036, Type 1, Class 1, q3.

1. Kind: Fully tempered where indicated on Drawings.

E. Insulating-Glass Units: ASTM E2190.

1. Glass: ASTM C1036, Type 1, Class 1, q3.

a. Tint: Clear.

b. Kind: Fully tempered where indicated on Drawings.

2. Lites: Two.

3. Filling: Fill space between glass lites with air.

4. Low-E Coating: Pyrolytic on second surface.

F. Glazing System: Manufacturer's standard factory-glazing system that produces weathertight seal.

G. Hardware, General: Provide manufacturer's standard corrosion-resistant hardware sized to accommodate sash weight and dimensions.

1. Exposed Hardware Color and Finish: As indicated by manufacturer's designations.

H. Hung Window Hardware:

1. Counterbalancing Mechanism: AAMA 902.

2. Locks and Latches: Operated from the inside only.

3. Tilt Hardware: Releasing tilt latch allows sash to pivot about horizontal axis.

I. Horizontal-Sliding Window Hardware:

1. Sill Cap/Track: Designed to comply with performance requirements indicated and to drain to the exterior.

2. Locks and Latches: Operated from the inside only.

3. Roller Assemblies: Low-friction design.

J. Weather Stripping: Provide full-perimeter weather stripping for each operable sash unless otherwise indicated.

K. Fasteners: Noncorrosive and compatible with window members, trim, hardware, anchors, and other components.

1. Exposed Fasteners: Do not use exposed fasteners to greatest extent possible. For application of hardware, use fasteners that match finish hardware being fastened.

12.3 INSECT SCREENS

A. General: Fabricate insect screens to integrate with window frame. Provide screen for each operable exterior sash. Screen wickets are not permitted.

1. Type and Location: Half, outside for single-hung Half, outside for sliding sashes.

B. Aluminum Frames: Complying with SMA 1004 or SMA 1201.

1. Finish for Screens: Baked-on organic coating in color selected by COR from manufacturer's full range.

C. Glass-Fiber Mesh Fabric: 18-by-14 or 18-by-16 mesh of PVC-coated, glass-fiber threads; woven and fused to form a fabric mesh resistant to corrosion, shrinkage, stretch, impact damage, and weather deterioration. Comply with ASTM D3656/D3656M.

1. Mesh Color: Manufacturer's standard.

12.4 FABRICATION

A. Fabricate vinyl windows in sizes indicated. Include a complete system for installing and anchoring windows.

B. Glaze vinyl windows in the factory.

C. Weather strip each operable sash to provide weathertight installation.

D. Hardware: Mount hardware through double walls of vinyl extrusions or provide corrosion-resistant reinforcement.

E. Complete fabrication, assembly, finishing, hardware application, and other work in the factory to greatest extent possible. Disassemble components only as necessary for shipment and installation. Allow for scribing, trimming, and fitting at Project site.

PART 13 - EXECUTION

13.1 INSTALLATION

A. Comply with manufacturer's written instructions for installing windows, hardware, accessories, and other components. For installation procedures and requirements not addressed in manufacturer's written instructions, comply with installation requirements in ASTM E2112.

B. Install windows level, plumb, square, true to line, without distortion, anchored securely in place to structural support, and in proper relation to wall flashing and other adjacent construction to produce weathertight construction.

C. Adjust operating sashes and hardware for a tight fit at contact points and weather stripping for smooth operation and weathertight closure.

D. Clean exposed surfaces immediately after installing windows. Remove excess sealants, glazing materials, dirt, and other substances.

E. Remove and replace sashes if glass has been broken, chipped, cracked, abraded, or damaged during construction period.

END OF SECTION 085313

Stockmore Building Renovation 2026

SECTION 099123 - INTERIOR PAINTING

PART 14 - GENERAL

14.1 SUMMARY

A. Section includes surface preparation and the application of paint systems on the following interior substrates:

1. Wood.

2. Gypsum board.

14.2 DEFINITIONS

A. MPI Gloss Level 1: Not more than five units at 60 degrees and 10 units at 85 degrees, according to ASTM D 523.

B. MPI Gloss Level 2: Not more than 10 units at 60 degrees and 10 to 35 units at 85 degrees, according to ASTM D 523.

C. MPI Gloss Level 3: 10 to 25 units at 60 degrees and 10 to 35 units at 85 degrees, according to ASTM D 523.

D. MPI Gloss Level 4: 20 to 35 units at 60 degrees and not less than 35 units at 85 degrees, according to ASTM D 523.

E. MPI Gloss Level 5: 35 to 70 units at 60 degrees, according to ASTM D 523.

F. MPI Gloss Level 6: 70 to 85 units at 60 degrees, according to ASTM D 523.

G. MPI Gloss Level 7: More than 85 units at 60 degrees, according to ASTM D 523.

14.3 ACTION SUBMITTALS

A. Product Data: For each type of product. Include preparation requirements and application instructions.

1. Include Printout of current "MPI Approved Products List" for each product category specified, with the proposed product highlighted.

B. Sustainable Design Submittals:

1. Product Data: For paints and coatings, indicating VOC content.

2. Laboratory Test Reports: For paints and coatings, indicating compliance with requirements for low-emitting materials.

C. Samples: For each type of paint system and in each color and gloss of topcoat.

14.4 QUALITY ASSURANCE

A. Mockups: Apply mockups of each paint system indicated and each color and finish selected to verify preliminary selections made under Sample submittals and to demonstrate aesthetic effects and set quality standards for materials and execution.

1. COR will select one surface to represent surfaces and conditions for application of each paint system.

a. Vertical and Horizontal Surfaces: Provide samples of at least 100 sq. ft.

b. Other Items: COR will designate items or areas required.

2. Final approval of color selections will be based on mockups.

a. If preliminary color selections are not approved, apply additional mockups of additional colors selected by COR at no added cost to Government.

14.5 MEASUREMENT AND PAYMENT

http://www.arcomnet.com/sustainable_design.aspx?topic=14

A. There will be separate measurement or payment for work in this Section. Payment will be included in the contract unit price as shown on the Schedule of Items.

PART 15 - PRODUCTS

15.1 MANUFACTURERS

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

1. Behr Process Corporation.

2. Benjamin Moore & Co.

3. Dunn-Edwards Corporation.

4. Sherwin-Williams Company (The).

B. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include but are not limited to products listed in the Interior Painting Schedule for the paint category indicated.

15.2 PAINT, GENERAL

A. MPI Standards: Products shall comply with MPI standards indicated and shall be listed in its "MPI Approved Products Lists."

B. Material Compatibility:

1. Materials for use within each paint system shall be compatible with one another and substrates indicated, under conditions of service and application as demonstrated by manufacturer, based on testing and field experience.

2. For each coat in a paint system, products shall be recommended in writing by topcoat manufacturers for use in paint system and on substrate indicated.

C. VOC Content: For field applications inside the building, wall paints shall comply with VOC content limits of authorities having jurisdiction and the following VOC content limits:

1. Interior Nonflat Latex Wall Paint: 150 g/L.

D. VOC Emissions: For field applications inside the building, wall paints shall contain no more than half of the chronic REL of VOCs when tested according to the California Department of Public Health's "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers." The building concentration of formaldehyde shall not exceed half of the indoor recommended exposure limit or 33 mcg/cu. m and that of acetaldehyde shall not exceed 9 mcg/cu. m.

E. Colors: As selected by COR from manufacturer's full range.

1. Twenty percent of surface area will be painted with deep tones.

http://www.specagent.com/Lookup?ulid=11642 http://www.specagent.com/Lookup?uid=123457010672 http://www.specagent.com/Lookup?uid=123457010652 http://www.specagent.com/Lookup?uid=123457010658 http://www.specagent.com/Lookup?uid=123457010670 http://www.arcomnet.com/sustainable_design.aspx?topic=211

PART 16 - EXECUTION

16.1 EXAMINATION

A. Examine substrates and conditions, with Applicator present, for compliance with requirements for maximum moisture content and other conditions affecting performance of the Work.

B. Maximum Moisture Content of Substrates: When measured with an electronic moisture meter as follows:

1. Wood: 15 percent.

2. Gypsum Board: 12 percent.

C. Verify suitability of substrates, including surface conditions and compatibility with existing finishes and primers.

D. Proceed with coating application only after unsatisfactory conditions have been corrected.

1. Application of coating indicates acceptance of surfaces and conditions.

16.2 PREPARATION

A. Comply with manufacturer's written instructions and recommendations in "MPI Architectural Painting Specification Manual" applicable to substrates and paint systems indicated.

B. Remove hardware, covers, plates, and similar items already in place that are removable and are not to be painted. If removal is impractical or impossible because of size or weight of item, provide surface-applied protection before surface preparation and painting.

1. After completing painting operations, workers skilled in the trades involved to reinstall items that were removed. Remove surface-applied protection if any.

16.3 APPLICATION

A. Apply paints according to manufacturer's written instructions and recommendations in "MPI Architectural Painting Specification Manual."

B. Apply paints to produce surface films without cloudiness, spotting, holidays, laps, brush marks, roller tracking, runs, sags, ropiness, or other surface imperfections. Cut in sharp lines and color breaks.

16.4 INTERIOR PAINTING SCHEDULE

A. Wood Substrates: Wood trim.

1. High-Performance Architectural Latex System MPI INT 6.3A:

a. Prime Coat: Primer, latex, for interior wood, MPI #39.

1) Sherwin Williams, Prep-Rite ProBlock Primer/ Sealer B51W00620 or approved equal.

b. Intermediate Coat: Latex, interior, high performance architectural, matching topcoat.

c. Topcoat: Latex, interior, high performance architectural, semi-gloss (MPI Gloss Level 5), MPI #141.

1) Sherwin Williams, Pro Industrial, Acrylic Semi-Gloss Coating, B66W00651 or approved equal.

B. Gypsum Board Substrates Walls and Ceilings:

1. High-Performance Architectural Latex System

a. Prime Coat: Primer sealer, latex, interior, MPI #138.

1) Sherwin Williams Home, “Duration” Interior Latex

b. Intermediate Coat: Latex, interior, high performance architectural, matching topcoat.

c. Topcoat: Latex, interior, high performance architectural (MPI Gloss Level 3), MPI #138.

1) Sherwin Williams Home, Duration Interior Latex or approved equal.

END OF SECTION 099123

Stockmore Building Renovation – 2026

PART 17 -

SECTION 224716 - PRESSURE WATER COOLERS AND BOTTLE FILLER

PART 18 - GENERAL

18.1 SUMMARY

A. Section includes pressure water coolers and related components.

18.2 MEASUREMENT & PAYMENT

A. Separate payment will be made for the work included under this section; payment shall be considered to be included in the items of work listed in the Schedule of Items.

18.3 SUBMITTALS

A. Product Data: For each type of pressure water cooler.

B. Maintenance Data: For pressure water coolers to include in maintenance manuals.

C. Extra Filters: Provide 2 additional filters.

PART 19 - PRODUCTS

19.1 PRESSURE WATER COOLERS

A. Pressure Water Coolers with Bottle Filler Flush to wall.

1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to the following:

a. Elkay Manufacturing Co.

b. Haws Corporation.

c. Murdock.

2. Standards:

a. Comply with NSF 61.

b. Comply with ASHRAE 34, "Designation and Safety Classification of

Refrigerants," for water coolers. Provide HFC 134a (tetrafluoroethane) refrigerant unless otherwise indicated.

3. Cabinet: All stainless steel.

4. Bubbler: One, with adjustable stream regulator, located on deck.

5. Bottle Filler

6. Control: Push button.

7. Drain: Grid with NPS 1-1/4 tailpiece.

8. Supply: NPS 3/8 with shutoff valve.

9. Waste Fitting: ASME A112.18.2/CSA B125.2, NPS 1-1/4 brass P-trap.

10. Filter: One or more water filters complying with NSF 42 and NSF 53 for cyst and lead reduction to below EPA standards; with capacity sized for unit peak flow rate.

11. Cooling System: Electric, with hermetically sealed compressor, cooling coil, air-cooled condensing unit, corrosion-resistant tubing, refrigerant, corrosion-resistant-metal storage tank, and adjustable thermostat.

a. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and application.

12. Capacities and Characteristics: See Drawings.

PART 20 - EXECUTION

http://www.specagent.com/LookUp/?uid=123456806365&mf=&src=wd http://www.specagent.com/LookUp/?uid=123456806367&mf=&src=wd

20.1 EXAMINATION

A. Examine roughing-in for water-supply and sanitary drainage and vent piping systems to verify actual locations of piping connections before fixture installation.

B. Examine walls and floors for suitable conditions where fixtures will be installed.

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

20.2 INSTALLATION

A. Install fixtures level and plumb according to roughing-in drawings. For fixtures indicated for children, install at height required by authorities having jurisdiction.

B. Install off-the-floor carrier supports, affixed to building substrate, for wall-mounted fixtures.

C. Install water-supply piping with shutoff valve on supply to each fixture to be connected to domestic-water distribution piping. Use ball or gate valve. Install valves in locations where they can be easily reached for operation. Valves are specified in Section 220523.12 "Ball Valves for Plumbing Piping".

D. Install trap and waste piping on drain outlet of each fixture to be connected to sanitary drainage system.

E. Install wall flanges or escutcheons at piping wall penetrations in exposed, finished locations. Use deep-pattern escutcheons where required to conceal protruding fittings.

Comply with escutcheon requirements specified in Section 220518 "Escutcheons for Plumbing Piping."

F. Seal joints between fixtures and walls using sanitary-type, one-part, mildew-resistant, silicone sealant. Match sealant color to fixture color. Comply with sealant requirements specified in Division 07 Sections.

20.3 CONNECTIONS

A. Connect fixtures with water supplies, stops, and risers, and with traps, soil, waste, and vent piping. Use size fittings required to match fixtures.

B. Comply with water piping requirements specified in Section 221116 "Domestic Water Piping."

C. Install ball shutoff valve on water supply to each fixture. Install valve upstream from filter for water cooler. Comply with valve requirements specified in Section 220523.12 "Ball Valves for Plumbing Piping."

D. Comply with soil and waste piping requirements specified in Section 221316 "Sanitary Waste and Vent Piping."

20.4 ADJUSTING

A. Adjust fixture flow regulators for proper flow and stream height.

B. Adjust pressure water-cooler temperature settings.

20.5 CLEANING

A. After installing fixture, inspect unit. Remove paint splatters and other spots, dirt, and debris. Repair damaged finish to match original finish.

B. Clean fixtures, on completion of installation, according to manufacturer's written instructions.

C. Provide protective covering for installed fixtures.

D. Do not allow use of fixtures for temporary facilities unless approved in writing by Owner.

END OF SECTION 224716

MARCH 2020

SECTION 260000 - COMMON WORK RESULTS FOR ELECTRICAL

Stockmore Building Renovation 2026

PART 21 - GENERAL

21.1 SUMMARY

A. This Section specifies supplemental requirements generally applicable to the Work specified in Division 26. This Section is also referenced by related Work specified in other Divisions.

B. Section Includes:

1. Electrical Submittals

2. Measurement and Payment

3. Electrical equipment coordination and installation.

4. Grout.

5. Common electrical installation requirements.

6. Hangers and supports.

21.2 REFERENCES

A. Abbreviations and Acronyms for Electrical Terms and Units of Measure:

1. 8P8C: An 8-position 8-contact modular jack.

2. A: Ampere, unit of electrical current.

3. AC or ac: Alternating current.

4. AFCI: Arc-fault circuit interrupter.

5. AIC: Ampere interrupting capacity.

6. AL, Al, or ALUM: Aluminum.

7. ATS: Automatic transfer switch.

8. AWG: American wire gauge; see ASTM B258.

9. BAS: Building automation system.

10. C: Conduit, raceway, or duct bank.

11. CAD: Computer-aided design or drafting.

12. CATV: Community antenna television.

13. CB: Circuit breaker.

14. CO/ALR: Copper-aluminum, revised.

15. CU or Cu: Copper.

16. CU-AL or AL-CU: Copper-aluminum.

17. DC or dc: Direct current.

18. EGC: Equipment grounding conductor.

19. EMF: Electromotive force.

20. EMI: Electromagnetic interference.

21. EV: Electric vehicle.

22. EVSE: Electric vehicle supply equipment.

23. fc or ftc: Footcandle, an internationally recognized unit of illuminance equal to one lumen per square foot or 10.76 lx. The simplified conversion 1 fc = 10 lx in the Specifications is common practice and considered adequate precision for building construction activities. When there are conflicts, lux is the primary unit; footcandle is specified for convenience.

24. FLC: Full-load current.

25. ft: Foot.

26. GEC: Grounding electrode conductor.

27. GFCI: Ground-fault circuit interrupter.

28. GFPE: Ground-fault protection of equipment.

29. GND: Ground.

30. HACR: Heating, air conditioning, and refrigeration.

31. HDPE: High-density polyethylene.

32. HP or hp: Horsepower.

33. HVAC: Heating, ventilating, and air conditioning.

34. Hz: Hertz.

35. IBT: Intersystem bonding termination.

36. inch: Inch. To avoid confusion, the abbreviation "in." is not used.

37. kcmil or MCM: One thousand circular mils.

38. kW: Kilowatt.

39. kWh: Kilowatt-hour.

40. LAN: Local area network.

41. lb: Pound (weight).

42. LCD: Liquid-crystal display.

43. LED: Light-emitting diode.

44. Li-ion: Lithium-ion.

45. lm: Lumen, the SI derived unit of luminous flux.

46. LNG: Liquefied natural gas.

47. LP-Gas: Liquefied petroleum gas.

48. LRC: Locked-rotor current.

49. LV: Low voltage.

50. m: Meter.

51. MLO: Main lugs only.

52. NC: Normally closed.

53. Ni-Cd: Nickel-cadmium.

54. NO: Normally open.

55. NPT: National (American) standard pipe taper.

56. OCPD: Overcurrent protective device.

57. PC: Personal computer.

58. PF or pf: Power factor.

59. PHEV: Plug-in hybrid electric vehicle.

60. PLC: Programmable logic controller.

61. PoE: Power over Ethernet.

62. PV: Photovoltaic.

63. PVC: Polyvinyl chloride.

64. RFI: (electrical) Radio-frequency interference; (contract) Request for interpretation.

65. RPM or rpm: Revolutions per minute.

66. SPD: Surge protective device.

67. sq.: Square.

68. SWD: Switching duty.

69. SZ: Nominal conduit size in inches.

70. TCP/IP: Transmission control protocol/Internet protocol.

71. TEFC: Totally enclosed fan-cooled.

72. TR: Tamper resistant.

73. TVSS: Transient voltage surge suppressor.

74. UL: (standards) Underwriters Laboratories, Inc.; (product categories) UL, LLC.

75. UL CCN: UL Category Control Number.

76. UPS: Uninterruptible power supply.

77. USB: Universal serial bus.

78. V: Volt, unit of electromotive force.

79. V(ac): Volt, alternating current.

80. V(dc): Volt, direct current.

81. VA: Volt-ampere, unit of complex electrical power.

82. VFC: Variable-frequency controller.

83. VOM: Volt-ohm-multimeter.

84. VRLA: Valve regulated lead acid; also called "sealed lead acid (SLA)" or "valve regulated sealed lead acid."

85. W: Watt, unit of real electrical power.

86. Wh: Watt-hour, unit of electrical energy usage.

87. WR: Weather resistant.

21.3 COORDINATION

A. Interruption of Existing Electrical Service: Do not interrupt electrical service to facilities occupied by Government or others unless permitted under the following conditions:

1. Notify Contracting Officer no fewer than [seven] <Insert number> days in advance of proposed interruption of electrical service.

2. Do not proceed with interruption of electrical service without Contracting Officers written permission.

3. Coordinate interruption with systems impacted by outage including, but not limited to, the following:

a. Exercising generators.

b. Emergency lighting.

c. Elevators.

d. Fire-alarm systems.

21.4 QUALITY ASSURANCE

A. The installation shall conform to the latest edition (based on published year) of the National Electrical Code (NFPA 70) and to the requirements specified herein.

1. When conflicting with locally adopted electrical code, the most stringent shall apply.

B. The Contractor shall perform all work necessary and required to accomplish the task as detailed on the drawings and discussed in the installation notes. All work shall be done by a state licensed electrician.

C. Electrical equipment, general: Listed and labeled in accordance with NFPA 70, by qualified electrical testing laboratory recognized by authorities having jurisdiction, and marked for intended location and application.

21.5 SUBMITTALS

A. Product Data:

1. For any substitutions for equipment referred to by name in Division 26 specifications or the drawings submitted and approved before installation. See Article 2.1.

a. Proposed substitutions shall clearly indicate…