A-01.Flooring_Project.pdf
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- Flooring Replacement - Arapahoe Health Center Federal contract opportunity
- Solicitation number
- RFQ-10-18-020-KN
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Attachment A-01 Flooring Project
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SPECIFICATIONS ARAPAHOE HEALTH CENTER FLOORING REPLACEMENT
BI18WR204C6 ARAPAHOE, WYOMING
TABLE OF CONTENTS 1
TABLE OF CONTENTS
DIVISION 1 - GENERAL REQUIREMENTS
011000 SUMMARY OF WORK
DIVISION 2 – EXISTING CONDITIONS
024119 SELECTIVE DEMOLITION
DIVISION 9 – FINISHES
096513 RESILIENT BASE AND ACCESSORIES (TYPICAL)
096519 RESILIENT TILE FLOORING (LVT)
096813 TILE CARPETING
SUMMARY 011000 - 1
SECTION 011000 - SUMMARY
PART 1 - GENERAL
1.1 SUMMARY
A. Section includes:
1. Project information.
2. Work covered by Contract Documents.
3. Phased construction.
4. Access to site.
5. Coordination with occupants.
6. Work restrictions.
1.2 PROJECT INFORMATION
A. Project Identification: Arapahoe Health Center Flooring Replacement
1. Project Location: Arapahoe Health Center Arapahoe, Wyoming
B. Owner: Billings Area Indian Health Service 2900 4th Ave. North Billings, MT 59107
1. Project Officer: Todd Norris Facility Engineer 307-332-5505
2. COTR: Greg Ault Facilities Engineer 406-247-7140
1.3 WORK COVERED BY CONTRACT DOCUMENTS
A. The Work of the Project is defined by the Contract Documents and consists of the following:
1. The project is to remove the existing flooring in various locations, prepare the subfloor surface, and replace with new flooring. The existing carpet and vinyl is going to be replaced with carpet tiles, and luxury vinyl tiles in various location on the plans. The work will be scheduled for nights and weekends to minimize disruptions of the service provided at the facility, and the schedule must be approved by the Project Officer. The work includes but is not limited to, demolition, moving of furnishings, wall base, and flooring installation. See plans and specifications for details. The project is located at the Arapahoe Health Center, in Arapahoe, Wyoming.
B. Type of Contract.
1. Project will be constructed under a single prime contract.
SUMMARY 011000 - 2
1.4 ACCESS TO SITE
A. General: Contractor shall have full use of Project site for construction operations during construction period. Contractor's use of Project site is limited only by Owner's right to perform operations and normal business.
B. Use of Site: Limit use of Project site to work in areas indicated. Do not disturb portions of Project site beyond areas in which the Work is indicated.
1. Limits: Confine construction operations to area of work.
2. Driveways, Walkways and Entrances: Keep driveways, loading areas, 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.
a. Schedule deliveries to minimize use of driveways and entrances by construction operations.
b. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on-site.
1.5 COORDINATION WITH OCCUPANTS
A. Partial Owner Occupancy: Owner will occupy the premises during entire construction period, with the exception of areas under construction. Cooperate with Owner during construction operations to minimize conflicts and facilitate Owner usage. Perform the Work so as not to interfere with Owner's operations. Maintain existing exits unless otherwise indicated.
1. Maintain access to existing walkways, corridors, and other adjacent occupied or used facilities. Do not close or obstruct walkways, corridors, or other occupied or used facilities without written permission from Owner and authorities having jurisdiction.
2. Provide not less than 72 hours' notice to Owner of activities that will affect Owner's operations.
B. Owner Limited Occupancy of Completed Areas of Construction: Owner reserves the right to occupy and to place and install equipment in completed portions of the Work, prior to Substantial Completion of the Work, provided such occupancy does not interfere with completion of the Work. Such placement of equipment and limited occupancy shall not constitute acceptance of the total Work.
1. Before limited Owner occupancy, mechanical and electrical systems shall be fully operational, and required tests and inspections shall be successfully completed. On occupancy, Owner will operate and maintain mechanical and electrical systems serving occupied portions of Work.
2. On occupancy, Owner will assume responsibility for maintenance and custodial service for occupied portions of Work.
1.6 WORK RESTRICTIONS
A. Work Restrictions, General: Comply with restrictions on construction operations.
1. Comply with limitations on use of public streets and other requirements of authorities having jurisdiction.
B. On-Site Work Hours: Limit work in the existing building to outside normal business working hours of 8:00 a.m. to 5:00 p.m., Monday through Friday, except as otherwise indicated. All areas under construction must be ready for use during business hours following construction activities unless approved by project officer..
SUMMARY 011000 - 3
1. Alternate work hours of evenings and weekends will be utilized to minimize disruption to Owner operations and must be approved by Project Officer.
C. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Owner or others unless permitted under the following conditions and then only after providing temporary utility services according to requirements indicated:
1. Notify Owner not less than two days in advance of proposed utility interruptions.
2. Obtain Owner’s written permission before proceeding with utility interruptions.
D. Noise, Vibration, and Odors: Coordinate operations that may result in high levels of noise and vibration, odors, or other disruption to Owner occupancy with Owner.
1. Owner not less than two days in advance of proposed disruptive operations.
2. Owner’s written permission before proceeding with disruptive operations.
E. Nonsmoking Campus: Smoking is not permitted within the building or on the campus grounds.
F. Employee Identification: Owner will provide identification tags for Contractor personnel working on Project site. Require personnel to use identification tags at all times.
G. Employee Screening: Comply with Owner's requirements for screening of Contractor personnel working on Project site.
1. Maintain list of approved screened personnel with Owner's representative.
H. Controlled Substances: Use of tobacco products and other controlled substances within the existing building and on the Project site is not permitted.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 011000
SELECTIVE DEMOLITION 024119 - 1
SECTION 024119 - SELECTIVE DEMOLITION
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.
1.2 SUMMARY
A. Section Includes:
1. Demolition and removal of selected portions of building or structure.
2. Demolition and removal of selected site elements.
3. Salvage of existing items to be reused or recycled.
B. Related Requirements:
1. Section 011000 "Summary" for restrictions on the use of the premises, Owner-occupancy requirements, and phasing requirements.
1.3 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: Carefully detach from existing construction, in a manner to prevent damage, and deliver to Owner ready for reuse.
C. Remove and Reinstall: Detach items from existing construction, prepare for reuse, and reinstall where indicated.
D. Existing to Remain: Existing items of construction that are not to be permanently removed and that are not otherwise indicated to be removed, removed and salvaged, or removed and reinstalled.
1.4 MATERIALS OWNERSHIP
A. Unless otherwise indicated, demolition waste becomes property of Contractor.
1.5 INFORMATIONAL SUBMITTALS
A. Proposed Protection Measures: Submit report, including drawings, that indicates the measures proposed for protecting individuals and property for dust control. Indicate proposed locations and construction of barriers.
B. Schedule of Selective Demolition Activities: Indicate the following:
SELECTIVE DEMOLITION 024119 - 2
1. Detailed sequence of selective demolition and removal work, with starting and ending dates for each activity. Ensure Owner's on-site operations are uninterrupted.
2. Interruption of utility services. Indicate how long utility services will be interrupted.
3. Coordination for shutoff, capping, and continuation of utility services.
4. Coordination of Owner's continuing occupancy of portions of existing building and of
Owner's partial occupancy of completed Work.
1.6 FIELD CONDITIONS
A. Owner will occupy portions of building immediately adjacent to selective demolition area.
Conduct selective demolition so Owner's operations will not be disrupted.
B. Conditions existing at time of inspection for bidding purpose will be maintained by Owner as far as practical.
C. Hazardous Materials: It is not expected that hazardous materials will be encountered in the Work.
1. If suspected hazardous materials are encountered, do not disturb; immediately notify
Project Officer and Owner.
D. Storage or sale of removed items or materials on-site is not permitted..
E. Utility Service: Maintain existing utilities indicated to remain in service and protect them against damage during selective demolition operations.
1. Maintain fire-protection facilities in service during selective demolition operations.
PART 2 - PRODUCTS
2.1 PEFORMANCE REQUIREMENTS
A. Regulatory Requirements: Comply with governing EPA notification regulations before beginning selective demolition. Comply with hauling and disposal regulations of authorities having jurisdiction.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Strategically plan demolition to minimize disruption to facility operations and downtime.
B. Verify that utilities have been disconnected and capped before starting selective demolition operations.
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 Project Officer.
SELECTIVE DEMOLITION 024119 - 3
3.2 UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS
A. Existing Services/Systems to Remain: Maintain services/systems indicated to remain and protect them against damage.
1. Comply with requirements for existing services/systems interruptions specified in Section 011000 "Summary."
B. Existing Services/Systems to Be Removed, Relocated, or Abandoned: Locate, identify, disconnect, and seal or cap off indicated utility services and mechanical/electrical systems serving areas to be selectively demolished.
1. If services/systems are required to be removed, relocated, or abandoned, provide temporary services/systems that bypass area of selective demolition and that maintain continuity of services/systems to other parts of building.
2. Disconnect, demolish, and remove fire-suppression systems, plumbing, and HVAC systems, equipment, and components indicated to be removed.
a. Piping to Be Removed: Remove portion of piping indicated to be removed and cap or plug remaining piping with same or compatible piping material.
b. Piping to Be Abandoned in Place: Drain piping and cap or plug piping with same or compatible piping material.
c. Equipment to Be Removed and Salvaged: Disconnect and cap services and remove equipment and deliver to Owner.
3.3 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.
B. Temporary Facilities: Provide temporary barricades and other protection required to prevent injury to people and damage to adjacent buildings and facilities to remain.
1. Provide protection to ensure safe passage of people around selective demolition area and to and from occupied portions of building.
2. Protect walls, ceilings, floors, and other existing finish work that are to remain or that are exposed during selective demolition operations.
3. Provide dust barriers and ventilation to protect adjacent areas.
4. Cover and protect furniture, furnishings, and equipment that have not been removed.
3.4 SELECTIVE DEMOLITION, GENERAL
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 and as follows:
1. Proceed with selective demolition systematically, from higher to lower level. Complete selective demolition operations above each floor or tier before disturbing supporting members on the next lower level.
2. 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.
Use hand tools or small power tools designed for sawing or grinding, not hammering and
SELECTIVE DEMOLITION 024119 - 4
chopping, to minimize disturbance of adjacent surfaces. Temporarily cover openings to remain.
3. Cut or drill from the exposed or finished side into concealed surfaces to avoid marring existing finished surfaces.
4. 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 fire watch and portable fire-suppression devices during flame-cutting operations.
5. Maintain adequate ventilation when using cutting torches.
6. Locate selective demolition equipment and remove debris and materials so as not to impose excessive loads on supporting walls, floors, or framing.
7. Restore adjacent surfaces, areas, and/or items to original condition if damaged during demolition or construction activities.
8. Dispose of demolished items and materials promptly.
B. Reuse of Building Elements: Do not demolish building elements beyond what is indicated on Drawings without Project Officer's approval.
C. Removed and Salvaged Items:
1. Clean salvaged items.
2. Store items in a secure area until delivery to Owner.
3. Protect items from damage during transport and storage.
D. Removed and Reinstalled Items:
1. Clean and repair items to functional condition adequate for intended reuse.
2. Protect items from damage during transport and storage.
3. 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.
E. Existing Items to Remain: Protect construction indicated to remain against damage and soiling during selective demolition. When permitted by Project Officer, 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.
3.5 SELECTIVE DEMOLITION PROCEDURES FOR SPECIFIC MATERIALS
A. Concrete: Demolish in small sections. Using power-driven saw, cut concrete to a depth of at least 3/4 inch (19 mm) at junctures with construction to remain. Dislodge concrete from reinforcement at perimeter of areas being demolished, cut reinforcement, and then remove remainder of concrete. Neatly trim openings to dimensions indicated.
B. Masonry: Demolish in small sections. Cut masonry at junctures with construction to remain, using power-driven saw, then remove masonry between saw cuts.
3.6 DISPOSAL OF DEMOLISHED MATERIALS
A. General: Except for items or materials indicated to be reused, salvaged, reinstalled, or otherwise indicated to remain Owner's property, remove demolished materials from Project site and legally dispose of them in an EPA-approved landfill.
SELECTIVE DEMOLITION 024119 - 5
1. Do not allow demolished materials to accumulate on-site.
2. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas.
B. Burning: Do not burn demolished materials.
C. Disposal: Transport demolished materials off Owner's property and legally dispose of them.
3.7 CLEANING
A. 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. Daily cleaning may be required to make construction areas ready for normal business operations following after hour construction.
END OF SECTION 024119
RESILIENT BASE AND ACCESSORIES 096513 - 1
SECTION 096513 - RESILIENT BASE AND ACCESSORIES
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Resilient base.
1.2 SUBMITTALS
A. Product Data: For each type of product indicated.
B. Samples: For each type of product indicated, in manufacturer's standard-size Samples but not less than 12 inches (300 mm) long, of each resilient product color, texture, and pattern required.
1.3 QUALITY ASSURANCE
A. Fire-Test-Response Characteristics: As determined by testing identical products according to ASTM E 648 or NFPA 253 by a qualified testing agency.
1. Critical Radiant Flux Classification: Class I, not less than 0.45 W/sq. cm.
1.4 PROJECT CONDITIONS
A. Maintain ambient temperatures within range recommended by manufacturer in spaces to receive resilient products.
B. Until Substantial Completion, maintain ambient temperatures within range recommended by manufacturer.
C. Install resilient products after other finishing operations, including painting, have been completed.
PART 2 - PRODUCTS
2.1 RESILIENT BASE : B-1
A. Resilient Base:
1. Manufacturers: Basis of Design: Armstrong Vinyl. 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. Allstate Rubber Corp.; Stoler Industries.
b. Armstrong World Industries, Inc.
c. Burke Mercer Flooring Products; Division of Burke Industries, Inc.
RESILIENT BASE AND ACCESSORIES 096513 - 2
d. Endura Rubber Flooring; Division of Burke Industries, Inc.
e. Estrie Products International; American Biltrite (Canada) Ltd.
f. Flexco, Inc.
g. Johnsonite.
h. Mondo Rubber International, Inc.
i. Musson, R. C. Rubber Co.
j. Nora Rubber Flooring; Freudenberg Building Systems, Inc.
k. PRF USA, Inc.
l. Roppe Corporation, USA.
m. VPI, LLC; Floor Products Division.
B. Resilient Base Standard: ASTM F 1861.
1. Material Requirement: Type TV (vinyl, thermoplastic).
2. Manufacturing Method: Group I (solid, homogeneous).
3. Style: Cove (base with toe).
C. Minimum Thickness: 0.125 inch (3.2 mm).
D. Height: 6 inch.
E. Lengths: Coils in manufacturer's standard length.
F. Outside Corners: Preformed.
G. Inside Corners: Preformed.
H. Finish: As selected by Owner from manufacturer's full range.
I. Colors and Patterns: Basis of Design: Armstrong standard color #92 “Cadet Blue” or as selected by Owner from full range of industry colors.
2.2 INSTALLATION MATERIALS
A. Trowelable Leveling and Patching Compounds: Latex-modified, portland cement based or blended hydraulic-cement-based formulation provided or approved by manufacturer for applications indicated.
B. Adhesives: Water-resistant type recommended by manufacturer to suit resilient products and substrate conditions indicated.
1. Use adhesives that comply with the following limits for VOC content when calculated according to 40 CFR 59, Subpart D (EPA Method 24):
a. Cove Base Adhesives: Not more than 50 g/L.
PART 3 - EXECUTION
3.1 PREPARATION
A. Prepare substrates according to manufacturer's written instructions to ensure adhesion of resilient products.
RESILIENT BASE AND ACCESSORIES 096513 - 3
B. Concrete Substrates for Resilient Stair Treads and Accessories: Prepare according to ASTM F 710.
1. Verify that substrates are dry and free of curing compounds, sealers, and hardeners.
2. Remove substrate coatings and other substances that are incompatible with adhesives and that contain soap, wax, oil, or silicone, using mechanical methods recommended by manufacturer.
Do not use solvents.
3. Alkalinity and Adhesion Testing: Perform tests recommended by manufacturer.
4. Moisture Testing: Perform tests recommended by manufacturer. Proceed with installation only after substrates pass testing.
a. Perform anhydrous calcium chloride test, ASTM F 1869. Proceed with installation only after substrates have maximum moisture-vapor-emission rate of 3 lb of water/1000 sq. ft.
(1.36 kg of water/92.9 sq. m) in 24 hours.
b. Perform relative humidity test using in situ probes, ASTM F 2170. Proceed with installation only after substrates have maximum 75 percent relative humidity level measurement.
C. Fill cracks, holes, and depressions in substrates with trowelable leveling and patching compound and remove bumps and ridges to produce a uniform and smooth substrate.
D. Do not install resilient products until they are same temperature as the space where they are to be installed.
1. Move resilient products and installation materials into spaces where they will be installed at least 48 hours in advance of installation.
E. Sweep and vacuum clean substrates to be covered by resilient products immediately before installation.
3.2 RESILIENT BASE INSTALLATION
A. Comply with manufacturer's written instructions for installing resilient base.
B. Apply resilient base to walls, columns, pilasters, casework and cabinets in toe spaces, and other permanent fixtures in rooms and areas where base is required.
C. Install resilient base in lengths as long as practicable without gaps at seams and with tops of adjacent pieces aligned.
D. Tightly adhere resilient base to substrate throughout length of each piece, with base in continuous contact with horizontal and vertical substrates.
E. Do not stretch resilient base during installation.
3.3 CLEANING AND PROTECTION
A. Comply with manufacturer's written instructions for cleaning and protection of resilient products.
B. Cover resilient products until Substantial Completion.
END OF SECTION 096513
RESILIENT TILE FLOORING 096519 - 1
SECTION 096519 - RESILIENT TILE FLOORING
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.
1.2 SUMMARY
A. Section Includes:
1. Solid vinyl floor tile/plank.
1.3 ACTION SUBMITTALS
A. Product Data: For each type of product.
1.4 CLOSEOUT SUBMITTALS
A. Maintenance Data: For each type of floor tile to include in maintenance manuals.
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. Floor Tile: Furnish one box for every 50 boxes or fraction thereof, of each type, color, and pattern of floor tile installed.
1.6 QUALITY ASSURANCE
A. Installer Qualifications: A qualified installer who employs workers for this Project who are competent in techniques required by manufacturer for floor tile installation and seaming method indicated.
1. Engage an installer who employs workers for this Project who are trained or certified by floor tile manufacturer for installation techniques required.
1.7 DELIVERY, STORAGE, AND HANDLING
A. Store floor tile and installation materials in dry spaces protected from the weather, with ambient temperatures maintained within range recommended by manufacturer, but not less than 50 deg F (10 deg C) or more than 90 deg F (32 deg C). Store floor tiles on flat surfaces.
RESILIENT TILE FLOORING 096519 - 2
1.8 FIELD CONDITIONS
A. Maintain ambient temperatures within range recommended by manufacturer, but not less than 70 deg F (21 deg C) or more than 95 deg F (35 deg C), in spaces to receive floor tile during the following time periods:
1. 48 hours before installation.
2. During installation.
3. 48 hours after installation.
B. After installation and until Substantial Completion, maintain ambient temperatures within range recommended by manufacturer, but not less than 55 deg F (13 deg C) or more than 95 deg F (35 deg C).
C. Close spaces to traffic during floor tile installation.
D. Install floor tile after other finishing operations, including painting, have been completed.
PART 2 - PRODUCTS
2.1 PERFORMANCE REQUIREMENTS
A. Fire-Test-Response Characteristics: For resilient tile flooring, as determined by testing identical products according to ASTM E 648-06 or NFPA 253 by a qualified testing agency.
1. Critical Radiant Flux Classification: Class I, not less than 0.45 W/sq. cm.
2.2 SOLID VINYL FLOOR TILE/PLANKS
A. Products: Subject to compliance with requirements, provide the following or equal:
1. Karndean Design Flooring; Art Select Collection
B. Tile Standard: ASTM F 1700.
1. Class: Class III, printed film vinyl tile.
2. Type: B, embossed surface.
C. Thickness: 0.125 inch (3.2 mm).
D. Wearing Surface: 0.7mm (30mil).
E. Size: As selected by owner from full range of manufacture options (Reference is 36” x 6”)
F. Colors and Patterns: As selected by Owner from full range of industry colors. (Matt finish is recommended to hide dirt and blemishes.)
http://www.specagent.com/LookUp/?ulid=482&mf=04&mf=95&src=wd&mf=04&src=wd
RESILIENT TILE FLOORING 096519 - 3
2.3 INSTALLATION MATERIALS
A. Trowelable Leveling and Patching Compounds: Latex-modified, portland cement based or blended hydraulic-cement-based formulation provided or approved by floor tile manufacturer for applications indicated.
B. Adhesives: Water-resistant type recommended by floor tile and adhesive manufacturers to suit floor tile and substrate conditions indicated.
1. Adhesives shall comply with the following limits for VOC content:
a. Vinyl Composition Tile Adhesives: 50 g/L or less.
C. Floor Polish: Provide protective, liquid floor-polish products recommended by floor tile manufacturer.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine substrates, with Installer present, for compliance with requirements for maximum moisture content and other conditions affecting performance of the Work.
1. Verify that finishes of substrates comply with tolerances and other requirements specified in other Sections and that substrates are free of cracks, ridges, depressions, scale, and foreign deposits that might interfere with adhesion of floor tile.
B. Proceed with installation only after unsatisfactory conditions have been corrected.
3.2 PREPARATION
A. Prepare substrates according to floor tile manufacturer's written instructions to ensure adhesion of resilient products.
B. Flooring Panels: Remove protective film of oil or other coating using method recommended by access flooring manufacturer.
C. Fill cracks, holes, and depressions in substrates with trowelable leveling and patching compound; remove bumps and ridges to produce a uniform and smooth substrate.
D. Do not install floor tiles until they are the same temperature as the space where they are to be installed.
1. At least 48 hours in advance of installation, move resilient floor tile and installation materials into spaces where they will be installed.
E. Immediately before installation, sweep and vacuum clean substrates to be covered by resilient floor tile.
RESILIENT TILE FLOORING 096519 - 4
3.3 FLOOR TILE INSTALLATION
A. Comply with manufacturer's written instructions for installing floor tile.
B. Lay out floor tiles from center marks established with principal walls, discounting minor offsets, so tiles at opposite edges of room are of equal width. Adjust as necessary to avoid using cut widths that equal less than one-half tile at perimeter.
C. Match floor tiles for color and pattern by selecting tiles from cartons in the same sequence as manufactured and packaged, if so numbered. Discard broken, cracked, chipped, or deformed tiles.
1. Lay tiles with grain running in one direction.
D. Scribe, cut, and fit floor tiles to butt neatly and tightly to vertical surfaces and permanent fixtures including built-in furniture, cabinets, pipes, outlets, and door frames.
E. Extend floor tiles into toe spaces, door reveals, closets, and similar openings. Extend floor tiles to center of door openings.
F. Maintain reference markers, holes, and openings that are in place or marked for future cutting by repeating on floor tiles as marked on substrates. Use chalk or other nonpermanent marking device.
G. Install floor tiles on covers for telephone and electrical ducts, building expansion-joint covers, and similar items in finished floor areas. Maintain overall continuity of color and pattern between pieces of tile installed on covers and adjoining tiles. Tightly adhere tile edges to substrates that abut covers and to cover perimeters.
H. Adhere floor tiles to flooring substrates using a full spread of adhesive applied to substrate to produce a completed installation without open cracks, voids, raising and puckering at joints, telegraphing of adhesive spreader marks, and other surface imperfections.
3.4 CLEANING AND PROTECTION
A. Comply with manufacturer's written instructions for cleaning and protecting floor tile.
B. Perform the following operations immediately after completing floor tile installation:
1. Remove adhesive and other blemishes from exposed surfaces.
2. Sweep and vacuum surfaces thoroughly.
3. Damp-mop surfaces to remove marks and soil with a pH neutral detergent (recommend
Karndean Clean).
C. Protect floor tile from mars, marks, indentations, and other damage from construction operations and placement of equipment and fixtures during remainder of construction period.
D. Cover floor tile until Substantial Completion.
END OF SECTION 096519
TILE CARPETING 096813 - 1
SECTION 096813 - TILE CARPETING
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.
1.2 SUMMARY
A. Section includes modular, tufted carpet tile.
B. Related Requirements:
1. Section 024119 "Selective Demolition" for removing existing floor coverings.
2. Section 096513 "Resilient Base and Accessories" for resilient wall base and accessories installed with carpet tile.
1.3 ACTION SUBMITTALS
A. Product Data: For each type of product.
1. Include manufacturer's written data on physical characteristics, durability, and fade resistance.
2. Include installation recommendations for each type of substrate.
1.4 CLOSEOUT SUBMITTALS
A. Maintenance Data: For carpet tiles to include in maintenance manuals. Include the following:
1. Methods for maintaining carpet tile, including cleaning and stain-removal products and procedures and manufacturer's recommended maintenance schedule.
2. Precautions for cleaning materials and methods that could be detrimental to carpet tile.
3. Sample Warranty: For special warranty.
1.5 MAINTENANCE MATERIAL SUBMITTALS
A. Furnish extra materials, from the same product run, that match products installed and that are packaged with protective covering for storage and identified with labels describing contents.
1. Carpet Tile: Full-size units equal to 5 percent of amount installed for each type indicated, but not less than 10 sq. yd. (8.3 sq. m).
1.6 QUALITY ASSURANCE
A. Installer Qualifications: An experienced installer who has a minimum of three (3) similar project experience installing flooring type on similar subflooring. .
TILE CARPETING 096813 - 2
B. Fire-Test-Response Ratings: Where indicated, provide carpet tile identical to those of assemblies tested for fire response according to NFPA 253 by a qualified testing agency.
1.7 DELIVERY, STORAGE, AND HANDLING
A. Comply with CRI 104.
1.8 FIELD CONDITIONS
A. Comply with CRI 104 for temperature, humidity, and ventilation limitations.
B. Environmental Limitations: Do not deliver or install carpet tiles until spaces are enclosed and weathertight, wet work in spaces is complete and dry, and ambient temperature and humidity conditions are maintained at occupancy levels during the remainder of the construction period.
C. Do not install carpet tiles over concrete slabs until slabs have cured and are sufficiently dry to bond with adhesive and concrete slabs have pH range recommended by carpet tile manufacturer.
D. Where demountable partitions or other items are indicated for installation on top of carpet tiles, install carpet tiles before installing these items.
1.9 WARRANTY
A. Special Warranty for Carpet Tiles: Manufacturer agrees to repair or replace components of carpet tile installation that fail in materials or workmanship within specified warranty period.
1. Warranty does not include deterioration or failure of carpet tile due to unusual traffic, failure of substrate, vandalism, or abuse.
2. Failures include, but are not limited to, more than 10 percent edge raveling, snags, runs, loss of face fiber, and delamination.
3. Warranty Period: 10 years from date of Substantial Completion.
PART 2 - PRODUCTS
2.1 CARPET TILE : Mohawk Step Up II Tile
A. Basis-of-Design Product: Subject to compliance with requirements, provide product indicated on Drawings or comparable product by one of the following:
1. Mohawk Group: Step Up II Tile (Modular-Walk Off).
B. Color: As selected by Project Officer from manufacturer's full range.
C. Fiber Content: 100 percent nylon.
D. Fiber Type: Duracolor Premium Nylon.
E. Density: 9500 oz./cu. yd.
TILE CARPETING 096813 - 3
F. Pile Thickness: .144 inches for finished carpet tile.
G. Stitches: 8.5 stitches per inch.
H. Gage: 5/32 ends per inch.
I. Face Weight: 38.0 oz./sq. yd.
J. Backing System: EcoFlex ICT.
K. Size: 24 by 24 inches (610 by 610 mm).
L. Applied Soil-Resistance Treatment: Sentry Soil Protection.
M. Performance Characteristics: As follows:
1. Appearance Retention Rating: Severe traffic, 3.5 minimum according to ASTM D 7330.
2. Electrostatic Propensity: Less than 3.5 kV according to AATCC 134.
3. Emissions: Provide carpet tile that complies with testing and product requirements of
CRI's "Green Label Plus" program.
2.2 INSTALLATION ACCESSORIES
A. Trowelable Leveling and Patching Compounds: Latex-modified, hydraulic-cement-based formulation provided or recommended by carpet tile manufacturer.
B. Adhesives: Water-resistant, mildew-resistant, nonstaining, pressure-sensitive type to suit products and subfloor conditions indicated, that complies with flammability requirements for installed carpet tile and is recommended by carpet tile manufacturer for releasable installation.
1. Adhesives shall have a VOC content of 50 g/L or less when calculated according to 40 CFR 59, Subpart D (EPA Method 24).
2. Adhesives shall comply with the testing and product requirements of the California Department of Health Services' "Standard Practice for the Testing of Volatile Organic Emissions from Various Sources Using Small-Scale Environmental Chambers."
C. Metal Edge/Transition Strips: Extruded aluminum with mill finish of profile and width shown, of height required to protect exposed edge of carpet, and of maximum lengths to minimize running joints.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine substrates, areas, and conditions, with Installer present, for compliance with requirements for maximum moisture content, alkalinity range, installation tolerances, and other conditions affecting carpet tile performance. Examine carpet tile for type, color, pattern, and potential defects.
B. Concrete Subfloors: Verify that concrete slabs comply with ASTM F 710 and the following:
TILE CARPETING 096813 - 4
1. Slab substrates are dry and free of curing compounds, sealers, hardeners, and other materials that may interfere with adhesive bond. Determine adhesion and dryness characteristics by performing bond and moisture tests recommended by carpet tile manufacturer.
2. Subfloor finishes comply with requirements specified in Section 033000 "Cast-in-Place Concrete" for slabs receiving carpet tile.
3. Subfloors are free of cracks, ridges, depressions, scale, and foreign deposits.
C. For wood subfloors, verify the following:
1. Underlayment surface is free of irregularities and substances that may interfere with adhesive bond or show through surface.
D. Proceed with installation only after unsatisfactory conditions have been corrected.
3.2 PREPARATION
A. General: Comply with CRI 104, Section 6.2, "Site Conditions; Floor Preparation," and with carpet tile manufacturer's written installation instructions for preparing substrates indicated to receive carpet tile installation.
B. Use trowelable leveling and patching compounds, according to manufacturer's written instructions, to fill cracks, holes, depressions, and protrusions in substrates. Fill or level cracks, holes and depressions 1/8 inch (3 mm) wide or wider and protrusions more than 1/32 inch (0.8
mm) unless more stringent requirements are required by manufacturer's written instructions.
C. Remove coatings, including curing compounds, and other substances that are incompatible with adhesives and that contain soap, wax, oil, or silicone, without using solvents. Use mechanical methods recommended in writing by carpet tile manufacturer.
D. Clean metal substrates of grease, oil, soil and rust, and prime if directed by adhesive manufacturer. Rough sand painted metal surfaces and remove loose paint. Sand aluminum surfaces, to remove metal oxides, immediately before applying adhesive.
E. Broom and vacuum clean substrates to be covered immediately before installing carpet tile.
3.3 INSTALLATION
A. General: Comply with CRI 104, Section 14, "Carpet Modules," and with carpet tile manufacturer's written installation instructions.
B. Installation Method: As recommended in writing by carpet tile manufacturer.
C. Maintain dye lot integrity. Do not mix dye lots in same area.
D. Cut and fit carpet tile to butt tightly to vertical surfaces, permanent fixtures, and built-in furniture including cabinets, pipes, outlets, edgings, thresholds, and nosings. Bind or seal cut edges as recommended by carpet tile manufacturer.
E. Extend carpet tile into toe spaces, door reveals, closets, open-bottomed obstructions, removable flanges, alcoves, and similar openings.
TILE CARPETING 096813 - 5
F. Maintain reference markers, holes, and openings that are in place or marked for future cutting by repeating on finish flooring as marked on subfloor. Use nonpermanent, nonstaining marking device.
G. Install pattern parallel to walls and borders.
H. Stagger joints of carpet tiles so carpet tile grid is offset from access flooring panel grid. Do not fill seams of access flooring panels with carpet adhesive; keep seams free of adhesive.
3.4 CLEANING AND PROTECTION
A. Perform the following operations immediately after installing carpet tile:
1. Remove excess adhesive, seam sealer, and other surface blemishes using cleaner recommended by carpet tile manufacturer.
2. Remove yarns that protrude from carpet tile surface.
3. Vacuum carpet tile using commercial machine with face-beater element.
B. Protect installed carpet tile to comply with CRI 104, Section 16, "Protecting Indoor Installations."
C. Protect carpet tile against damage from construction operations and placement of equipment and fixtures during the remainder of construction period. Use protection methods indicated or recommended in writing by carpet tile manufacturer.
END OF SECTION 096813
| 0001 TOC - |
| 011000_sf |
| PART 1 - GENERAL |
| 1.1 SUMMARY |
| A. Section includes: |
| 1. Project information. |
| 2. Work covered by Contract Documents. |
| 3. Phased construction. |
| 4. Access to site. |
| 5. Coordination with occupants. |
| 6. Work restrictions. |
| 1.2 PROJECT INFORMATION |
| A. Project Identification: Arapahoe Health Center Flooring Replacement |
| 1. Project Location: Arapahoe Health Center |
| Arapahoe, Wyoming |
| B. Owner: Billings Area Indian Health Service |
| 2900 4th Ave. North |
| Billings, MT 59107 |
| 1. Project Officer: Todd Norris |
| Facility Engineer |
| 307-332-5505 |
| 2. COTR: Greg Ault |
| 1.3 WORK COVERED BY CONTRACT DOCUMENTS |
| A. The Work of the Project is defined by the Contract Documents and consists of the following: |
| 1. The project is to remove the existing flooring in various locations, prepare the subfloor surface, and replace with new flooring. The existing carpet and vinyl is going to be replaced with carpet tiles, and luxury vinyl tiles in various location o... |
| B. Type of Contract. |
| 1. Project will be constructed under a single prime contract. |
| 1.4 ACCESS TO SITE |
| A. General: Contractor shall have full use of Project site for construction operations during construction period. Contractor's use of Project site is limited only by Owner's right to perform operations and normal business. |
| B. Use of Site: Limit use of Project site to work in areas indicated. Do not disturb portions of Project site beyond areas in which the Work is indicated. |
| 1. Limits: Confine construction operations to area of work. |
| 2. Driveways, Walkways and Entrances: Keep driveways, loading areas, 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. |
| a. Schedule deliveries to minimize use of driveways and entrances by construction operations. |
| b. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on-site. |
| 1.5 COORDINATION WITH OCCUPANTS |
| A. Partial Owner Occupancy: Owner will occupy the premises during entire construction period, with the exception of areas under construction. Cooperate with Owner during construction operations to minimize conflicts and facilitate Owner usage. Perf... |
| 1. Maintain access to existing walkways, corridors, and other adjacent occupied or used facilities. Do not close or obstruct walkways, corridors, or other occupied or used facilities without written permission from Owner and authorities having jurisd... |
| 2. Provide not less than 72 hours' notice to Owner of activities that will affect Owner's operations. |
| B. Owner Limited Occupancy of Completed Areas of Construction: Owner reserves the right to occupy and to place and install equipment in completed portions of the Work, prior to Substantial Completion of the Work, provided such occupancy does not inte... |
| 1. Before limited Owner occupancy, mechanical and electrical systems shall be fully operational, and required tests and inspections shall be successfully completed. On occupancy, Owner will operate and maintain mechanical and electrical systems servi... |
| 2. On occupancy, Owner will assume responsibility for maintenance and custodial service for occupied portions of Work. |
| 1.6 WORK RESTRICTIONS |
| A. Work Restrictions, General: Comply with restrictions on construction operations. |
| 1. Comply with limitations on use of public streets and other requirements of authorities having jurisdiction. |
| B. On-Site Work Hours: Limit work in the existing building to outside normal business working hours of 8:00 a.m. to 5:00 p.m., Monday through Friday, except as otherwise indicated. All areas under construction must be ready for use during business h... |
| 1. Alternate work hours of evenings and weekends will be utilized to minimize disruption to Owner operations and must be approved by Project Officer. |
| C. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Owner or others unless permitted under the following conditions and then only after providing temporary utility services according to requirements indicated: |
| 1. Notify Owner not less than two days in advance of proposed utility interruptions. |
| 2. Obtain Owner’s written permission before proceeding with utility interruptions. |
| D. Noise, Vibration, and Odors: Coordinate operations that may result in high levels of noise and vibration, odors, or other disruption to Owner occupancy with Owner. |
| 1. Owner not less than two days in advance of proposed disruptive operations. |
| 2. Owner’s written permission before proceeding with disruptive operations. |
| E. Nonsmoking Campus: Smoking is not permitted within the building or on the campus grounds. |
| F. Employee Identification: Owner will provide identification tags for Contractor personnel working on Project site. Require personnel to use identification tags at all times. |
| G. Employee Screening: Comply with Owner's requirements for screening of Contractor personnel working on Project site. |
| 1. Maintain list of approved screened personnel with Owner's representative. |
H. Controlled Substances: Use of tobacco products and other controlled substances within the existing building and on the Project site is not permitted.
| PART 2 - PRODUCTS (Not Used) |
| PART 3 - EXECUTION (Not Used) |
| 024119 - SELECTIVE DEMOLITION |
| PART 1 - GENERAL |
| 1.1 RELATED DOCUMENTS |
| A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. |
| 1.2 SUMMARY |
| A. Section Includes: |
| 1. Demolition and removal of selected portions of building or structure. |
| 2. Demolition and removal of selected site elements. |
| 3. Salvage of existing items to be reused or recycled. |
| B. Related Requirements: |
| 1. Section 011000 "Summary" for restrictions on the use of the premises, Owner-occupancy requirements, and phasing requirements. |
| 1.3 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: Carefully detach from existing construction, in a manner to prevent damage, and deliver to Owner ready for reuse. |
| C. Remove and Reinstall: Detach items from existing construction, prepare for reuse, and reinstall where indicated. |
| D. Existing to Remain: Existing items of construction that are not to be permanently removed and that are not otherwise indicated to be removed, removed and salvaged, or removed and reinstalled. |
| 1.4 MATERIALS OWNERSHIP |
| A. Unless otherwise indicated, demolition waste becomes property of Contractor. |
| 1.5 INFORMATIONAL SUBMITTALS |
| A. Proposed Protection Measures: Submit report, including drawings, that indicates the measures proposed for protecting individuals and property for dust control. Indicate proposed locations and construction of barriers. |
| B. Schedule of Selective Demolition Activities: Indicate the following: |
| 1. Detailed sequence of selective demolition and removal work, with starting and ending dates for each activity. Ensure Owner's on-site operations are uninterrupted. |
| 2. Interruption of utility services. Indicate how long utility services will be interrupted. |
| 3. Coordination for shutoff, capping, and continuation of utility services. |
| 4. Coordination of Owner's continuing occupancy of portions of existing building and of Owner's partial occupancy of completed Work. |
| 1.6 FIELD CONDITIONS |
| A. Owner will occupy portions of building immediately adjacent to selective demolition area. Conduct selective demolition so Owner's operations will not be disrupted. |
| B. Conditions existing at time of inspection for bidding purpose will be maintained by Owner as far as practical. |
| C. Hazardous Materials: It is not expected that hazardous materials will be encountered in the Work. |
| 1. If suspected hazardous materials are encountered, do not disturb; immediately notify Project Officer and Owner. |
| D. Storage or sale of removed items or materials on-site is not permitted.. |
| E. Utility Service: Maintain existing utilities indicated to remain in service and protect them against damage during selective demolition operations. |
| 1. Maintain fire-protection facilities in service during selective demolition operations. |
| PART 2 - PRODUCTS |
| 2.1 PEFORMANCE REQUIREMENTS |
| A. Regulatory Requirements: Comply with governing EPA notification regulations before beginning selective demolition. Comply with hauling and disposal regulations of authorities having jurisdiction. |
| PART 3 - EXECUTION |
| 3.1 EXAMINATION |
| A. Strategically plan demolition to minimize disruption to facility operations and downtime. |
| B. Verify that utilities have been disconnected and capped before starting selective demolition operations. |
| 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 Project Officer. |
| 3.2 UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS |
| A. Existing Services/Systems to Remain: Maintain services/systems indicated to remain and protect them against damage. |
| 1. Comply with requirements for existing services/systems interruptions specified in Section 011000 "Summary." |
| B. Existing Services/Systems to Be Removed, Relocated, or Abandoned: Locate, identify, disconnect, and seal or cap off indicated utility services and mechanical/electrical systems serving areas to be selectively demolished. |
| 1. If services/systems are required to be removed, relocated, or abandoned, provide temporary services/systems that bypass area of selective demolition and that maintain continuity of services/systems to other parts of building. |
| 2. Disconnect, demolish, and remove fire-suppression systems, plumbing, and HVAC systems, equipment, and components indicated to be removed. |
| a. Piping to Be Removed: Remove portion of piping indicated to be removed and cap or plug remaining piping with same or compatible piping material. |
| b. Piping to Be Abandoned in Place: Drain piping and cap or plug piping with same or compatible piping material. |
| c. Equipment to Be Removed and Salvaged: Disconnect and cap services and remove equipment and deliver to Owner. |
| 3.3 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. |
| B. Temporary Facilities: Provide temporary barricades and other protection required to prevent injury to people and damage to adjacent buildings and facilities to remain. |
| 1. Provide protection to ensure safe passage of people around selective demolition area and to and from occupied portions of building. |
| 2. Protect walls, ceilings, floors, and other existing finish work that are to remain or that are exposed during selective demolition operations. |
| 3. Provide dust barriers and ventilation to protect adjacent areas. |
| 4. Cover and protect furniture, furnishings, and equipment that have not been removed. |
| 3.4 SELECTIVE DEMOLITION, GENERAL |
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