W912QR21R0063_Specs_Vol2-0000.pdf
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- Solicitation number
- W912QR21R0063
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This is a request for proposal for construction services. The U.S. Army Corps of Engineers is seeking to construct an Equipment Concentration Site in Gainesville, Florida, including a 45,694 square foot Tactical Equipment Maintenance Facility, alteration of an existing 26,642 square foot Organizational Storage Building, addition of a new 4,300 square foot Organizational Storage Building, and 161,650 square yards of Military Equipment Parking areas. Supporting facilities will include land clearing, paving, equipment loading ramps, fencing, wash racks, and utility connections. The solicitation number is W912QR21R0063.
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Solicitation For Gainesville ECS TEMF Warehouse Gainesville, FL
P2: 481444
Design Bid Build
Specifications Volume 2 of 3 Certified Final
04 August 2021
W912QR21R0063
ARIMS: 200A
Disposition: Maintain for 15yrs after construction
W912QR21R0063-0000
Gainesville ECS TEMF Warehouse Certified Final Design Submittal Gainesville, FL
Architect Civil Electrical / Telecommunications
Fire Protection Interiors Mechanical / Plumbing
Structural
MarableA Snapshot
MarableA Snapshot
MarableA Snapshot
Bryan.Zelinsky
DSB FL 12-17-20
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MarableA Snapshot
Gainesville ECS TEMF Warehouse P2# 481444 Certified Final Design 12-22-2020 PN# 082197
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Certified Final Design 12-22-2020
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PN# 082197
PROJECT TABLE OF CONTENTS Page 1
PROJECT TABLE OF CONTENTS
DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS
00 80 00.00 06 SPECIAL PROVISIONS
00 80 00.00 06A CONSTRUCTION PROJECT SIGN DETAILS
00 80 00.00 06B SUBMITTAL REGISTER
DIVISION 01 - GENERAL REQUIREMENTS
01 30 00 ADMINISTRATIVE PROCEDURES
01 32 01.00 06 PROJECT SCHEDULE
01 33 00.00 06 SUBMITTAL PROCEDURES
01 33 29.00 06 SUSTAINABILITY REPORTING
01 33 29.00 06A HPSB CHECKLIST
01 35 26.00 06 GOVERNMENT SAFETY REQUIREMENTS
01 42 00 SOURCES FOR REFERENCE PUBLICATIONS
01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)
01 45 04.10 06 CONTRACTOR QUALITY CONTROL
01 45 35 SPECIAL INSPECTIONS
01 46 00.00 06 TOTAL BUILDING COMMISSIONING
01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS
01 52 10 CONTRACTING OFFICER'S FIELD OFFICE
01 57 19.00 06 TEMPORARY ENVIRONMENTAL CONTROLS AND PERMITS
01 57 20 ENVIRONMENTAL PROTECTION
01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL
01 78 23 OPERATION AND MAINTENANCE DATA
DIVISION 02 - EXISTING CONDITIONS
02 41 00 DEMOLITION
02 82 00 ASBESTOS REMEDIATION
02 83 13.00 06 LEAD IN CONSTRUCTION
02 83 13.00 06A HAZARDOUS MATERIAL ABATEMENT PLAN
02 83 13.00 06B ASBESTOS LEAD PAINT AND PCB SURVEY REPORT
02 84 16 HANDLING OF LIGHTING BALLASTS AND LAMPS CONTAINING PCBs
AND MERCURY
02 84 33 REMOVAL AND DISPOSAL OF POLYCHLORINATED BIPHENYLS (PCBs)
DIVISION 03 - CONCRETE
03 30 00 CAST-IN-PLACE CONCRETE
03 35 43 POLISHED CONCRETE FINISHING
03 45 00 PRECAST ARCHITECTURAL CONCRETE
03 52 16.19 LIGHTWEIGHT INSULATING CONCRETE OVERLAY
03 62 15.00 06 FLOWABLE FILL
DIVISION 04 - MASONRY
04 20 00 UNIT MASONRY
DIVISION 05 - METALS
05 12 00 STRUCTURAL STEEL
05 21 00 STEEL JOIST FRAMING
05 30 00 STEEL DECKS
05 40 00 COLD-FORMED METAL FRAMING
05 50 13 MISCELLANEOUS METAL FABRICATIONS
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PROJECT TABLE OF CONTENTS Page 2
05 51 33 METAL LADDERS
05 52 00 METAL RAILINGS
DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES
06 10 00 ROUGH CARPENTRY
06 41 16.00 10 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS
06 61 16 SOLID SURFACING FABRICATIONS
DIVISION 07 - THERMAL AND MOISTURE PROTECTION
07 05 23 PRESSURE TESTING AN AIR BARRIER SYSTEM FOR AIR TIGHTNESS
07 17 00 BENTONITE WATERPROOFING
07 21 16 MINERAL FIBER BLANKET INSULATION
07 27 10.00 10 BUILDING AIR BARRIER SYSTEM
07 41 13 METAL ROOF PANELS
07 42 63 FABRICATED WALL PANEL ASSEMBLIES
07 52 00 MODIFIED BITUMINOUS MEMBRANE ROOFING
07 60 00 FLASHING AND SHEET METAL
07 84 00 FIRESTOPPING
07 92 00 JOINT SEALANTS
DIVISION 08 - OPENINGS
08 11 13 STEEL DOORS AND FRAMES
08 31 00 ACCESS DOORS AND PANELS
08 33 23 OVERHEAD COILING DOORS
08 34 59 VAULT DOORS AND DAY GATES
08 41 13 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS
08 60 45 TRANSLUCENT PANELS
08 71 00 DOOR HARDWARE
08 81 00 GLAZING
08 91 00 METAL WALL LOUVERS
DIVISION 09 - FINISHES
09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD
09 24 23 CEMENT STUCCO
09 29 00 GYPSUM BOARD
09 30 10 CERAMIC, QUARRY, AND GLASS TILING
09 51 00 ACOUSTICAL CEILINGS
09 62 38 STATIC-CONTROL FLOORING
09 65 00 RESILIENT BASE
09 90 00 PAINTS AND COATINGS
DIVISION 10 - SPECIALTIES
10 14 00.10 EXTERIOR SIGNAGE
10 14 00.20 INTERIOR SIGNAGE
10 21 13 TOILET COMPARTMENTS
10 22 13 WIRE MESH PARTITIONS
10 26 00 WALL AND DOOR PROTECTION
10 28 13 TOILET ACCESSORIES
10 44 16 FIRE EXTINGUISHERS
10 51 13 METAL LOCKERS
10 56 13 STEEL SHELVING AND PALLET RACKS
10 73 00 PRE-MANUFACTURED ALUMINUM CANOPIES
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DIVISION 12 - FURNISHINGS
12 21 00 WINDOW BLINDS
12 24 13 ROLLER WINDOW SHADES
12 48 13 ENTRANCE FLOOR MATS AND FRAMES
12 93 00 SITE FURNISHINGS
DIVISION 13 - SPECIAL CONSTRUCTION
13 34 19 METAL BUILDING SYSTEMS
DIVISION 21 - FIRE SUPPRESSION
21 13 13.00 10 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION
DIVISION 22 - PLUMBING
22 00 00 PLUMBING, GENERAL PURPOSE
DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)
23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS
23 05 93.00 06 TESTING, ADJUSTING, AND BALANCING (TAB) OF HVAC
23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS
23 09 00 INSTRUMENTATION AND CONTROL FOR HVAC
23 09 13 INSTRUMENTATION AND CONTROL DEVICES FOR HVAC
23 09 23.02 BACNET DIRECT DIGITAL CONTROL FOR HVAC AND OTHER BUILDING
CONTROL SYSTEMS
23 11 25 FACILITY GAS PIPING
23 23 00 REFRIGERANT PIPING
23 35 00.00 10 OVERHEAD VEHICLE TAILPIPE AND WELDING FUME EXHAUST
REMOVAL SYSTEM(S)
23 54 16.00 10 HEATING SYSTEM; GAS-FIRED HEATERS
23 81 00 UNITARY HVAC EQUIPMENT
23 82 46.00 40 ELECTRIC UNIT HEATERS
DIVISION 25 - INTEGRATED AUTOMATION
25 05 11 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS
DIVISION 26 - ELECTRICAL
26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS
26 08 00 APPARATUS INSPECTION AND TESTING
26 20 00 INTERIOR DISTRIBUTION SYSTEM
26 27 13.10 30 ELECTRIC METERS
26 29 23 VARIABLE FREQUENCY DRIVE SYSTEMS UNDER 600 VOLTS
26 41 00 LIGHTNING PROTECTION SYSTEM
26 51 00 INTERIOR LIGHTING
26 56 00 EXTERIOR LIGHTING
DIVISION 27 - COMMUNICATIONS
27 05 14.00 10 CABLE TELEVISION PREMISES DISTRIBUTION SYSTEM
27 05 28.36 48 CABLE TRAYS FOR COMMUNICATIONS SYSTEMS
27 10 00.00 48 BUILDING TELECOMMUNICATIONS CABLING SYSTEM
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DIVISION 28 - ELECTRONIC SAFETY AND SECURITY
28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM
DIVISION 31 - EARTHWORK
31 00 00.00 06 EARTHWORK
31 05 22.00 06 GEOTEXTILES USED AS FILTERS
31 11 00 CLEARING AND GRUBBING
31 31 16.19 TERMITE CONTROL BARRIERS
DIVISION 32 - EXTERIOR IMPROVEMENTS
32 01 19 FIELD MOLDED SEALANTS FOR SEALING JOINTS IN RIGID
PAVEMENTS
32 05 33 LANDSCAPE ESTABLISHMENT
32 11 23 AGGREGATE BASE COURSES
32 12 13 BITUMINOUS TACK AND PRIME COATS
32 12 16 HOT-MIX ASPHALT (HMA) FOR ROADS
32 13 13.06 06 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SITE
FACILITIES
32 13 73.00 06 COMPRESSION JOINT SEALS FOR CONCRETE PAVEMENTS
32 15 00 AGGREGATE SURFACING
32 16 19 CONCRETE CURBS, GUTTERS AND SIDEWALKS
32 17 23 PAVEMENT MARKINGS
32 31 13.53 HIGH-SECURITY CHAIN LINK FENCES AND GATES
32 92 19 SEEDING
32 92 23 SODDING
32 93 00 EXTERIOR PLANTS
DIVISION 33 - UTILITIES
33 11 00 WATER UTILITY DISTRIBUTION PIPING
33 30 00 SANITARY SEWERAGE
33 31 23.00 10 SANITARY SEWER FORCE MAIN PIPING
33 32 16 PACKAGED UTILITY WASTEWATER PUMPING STATIONS
33 40 00 STORM DRAINAGE UTILITIES
33 52 10 POL DISTRIBUTION SYSTEMS
33 52 23.15 POL SERVICE PIPING WELDING
33 56 19 FUEL IMPERMEABLE LINER SYSTEM
33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION
33 82 00.00 48 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)
DIVISION 41 - MATERIAL PROCESSING AND HANDLING EQUIPMENT
41 22 13.14 BRIDGE CRANES, OVERHEAD ELECTRIC, TOP RUNNING
-- End of Project Table of Contents --
SECTION TABLE OF CONTENTS
DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES
SECTION 06 10 00
ROUGH CARPENTRY
08/16 framing, grounds, nailers, blocking, and sheathing of light wooden structures and includes the use of preassembled components and plastic lumber
PART 1 GENERAL
1.1 REFERENCES
1.2 SUBMITTALS
1.3 DELIVERY AND STORAGE
1.4 GRADING AND MARKING
1.4.1 Lumber
1.4.2 Plywood
1.4.3 Preservative-Treated Lumber and Plywood
1.4.4 Fire-Retardant Treated Lumber
1.5 SIZES AND SURFACING
1.6 MOISTURE CONTENT
1.7 PRESERVATIVE TREATMENT
1.8 FIRE-RETARDANT TREATMENT
1.9 CERTIFICATIONS
1.9.1 Certified Wood Grades
1.9.2 Certified Sustainably Harvested Wood
1.9.3 Indoor Air Quality Certifications
1.9.3.1 Adhesives and Sealants
PART 2 PRODUCTS
2.1 MATERIALS
2.2 LUMBER
2.2.1 Framing Lumber
2.3 PLYWOOD
2.3.1 Other Uses
2.3.1.1 Plywood
2.4 ROUGH HARDWARE
2.4.1 Bolts, Nuts, Studs, and Rivets
2.4.2 Anchor Bolts
2.4.3 Expansion Shields
2.4.4 Lag Screws and Lag Bolts
2.4.5 Wood Screws
2.4.6 Clip Angles
PART 3 EXECUTION
3.1 INSTALLATION
3.2 MISCELLANEOUS
3.2.1 Wood Blocking
3.3 WASTE MANAGEMENT OF WOOD PRODUCTS
SECTION 06 10 00 Page 1
-- End of Section Table of Contents --
SECTION 06 10 00 Page 2
SECTION 06 10 00
ROUGH CARPENTRY
08/16
PART 1 GENERAL
1.1 REFERENCES
The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.
AMERICAN LUMBER STANDARDS COMMITTEE (ALSC)
ALSC PS 20 (2015) American Softwood Lumber Standard
AMERICAN WOOD PROTECTION ASSOCIATION (AWPA)
AWPA M2 (2016) Standard for the Inspection of Preservative Treated Wood Products for Industrial Use
AWPA M6 (2013) Brands Used on Preservative Treated Materials
APA - THE ENGINEERED WOOD ASSOCIATION (APA)
APA E445 (2002) Performance Standards and Qualification Policy for Structural-Use Panels (APA PRP-108)
APA F405 (19) Product Guide: Performance Rated Panels
APA L870 (2010) Voluntary Product Standard, PS 1-09, Structural Plywood
APA S350 (2014) PS 2-10, Performance Standard for Wood-Based Structural-Use Panels
ASME INTERNATIONAL (ASME)
ASME B18.2.1 (2012; Errata 2013) Square and Hex Bolts and Screws (Inch Series)
ASME B18.2.2 (2015) Nuts for General Applications:
Machine Screw Nuts, Hex, Square, Hex Flange, and Coupling Nuts (Inch Series)
ASME B18.5.2.1M (2006; R 2011) Metric Round Head Short Square Neck Bolts
ASME B18.5.2.2M (1982; R 2010) Metric Round Head Square Neck Bolts
ASME B18.6.1 (2016) Wood Screws (Inch Series)
SECTION 06 10 00 Page 3
ASTM INTERNATIONAL (ASTM)
ASTM A153/A153M (2016) Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware
ASTM A307 (2014; E 2017) Standard Specification for Carbon Steel Bolts, Studs, and Threaded Rod 60 000 PSI Tensile Strength
FOREST STEWARDSHIP COUNCIL (FSC)
FSC STD 01 001 (2015) Principles and Criteria for Forest Stewardship
SOUTHERN PINE INSPECTION BUREAU (SPIB)
SPIB 1003 (2014) Standard Grading Rules for Southern Pine Lumber
U.S. GENERAL SERVICES ADMINISTRATION (GSA)
CID A-A-1923 (Rev A; Notice 3) Shield, Expansion (Lag, Machine and Externally Threaded Wedge Bolt Anchors)
CID A-A-1924 (Rev A; Notice 3) Shield, Expansion (Self Drilling Tubular Expansion Shell Bolt Anchors
CID A-A-1925 (Rev A; Notice 3) Shield Expansion (Nail Anchors)
UNDERWRITERS LABORATORIES (UL)
UL 2818 (2013) GREENGUARD Certification Program For Chemical Emissions For Building Materials, Finishes And Furnishings
1.2 SUBMITTALS
Government approval is required for submittals with a "G" designation;
submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance with Section 01 33 29.00 06 SUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00.00 06 SUBMITTAL PROCEDURES:
SD-03 Product Data
Fire-retardant Treatment
SD-06 Test Reports
Preservative-treated Lumber and Plywood ; G, DO
SD-07 Certificates
SECTION 06 10 00 Page 4
Certificates of Grade
Certified Sustainably Harvested Framing Lumber ; S
Preservative Treatment
1.3 DELIVERY AND STORAGE
Deliver materials to the site in an undamaged condition. Store, protect, handle, and install prefabricated structural elements in accordance with manufacturer's instructions and as specified. Store materials off the ground to provide proper ventilation, with drainage to avoid standing water, and protection against ground moisture and dampness. Store materials with a moisture barrier at both the ground level and as a cover forming a well ventilated enclosure. Adhere to requirements for stacking, lifting, bracing, cutting, notching, and special fastening requirements.
Do not use materials that have visible moisture or biological growth.
Remove defective and damaged materials and provide new materials. Store separated reusable wood waste convenient to cutting station and area of work.
1.4 GRADING AND MARKING
1.4.1 Lumber
Mark each piece of framing and board lumber or each bundle of small pieces of lumber with the grade mark of a recognized association or independent inspection agency. Such association or agency must be certified by the Board of Review, American Lumber Standards Committee, to grade the species used. Surfaces that are to be exposed to view must not bear grademarks, stamps, or any type of identifying mark. Hammer marking will be permitted on timbers when all surfaces will be exposed to view.
1.4.2 Plywood
Mark each sheet with the mark of a recognized association or independent inspection agency that maintains continuing control over the quality of the plywood. The mark must identify the plywood by species group or span rating, exposure durability classification, grade, and compliance with APA L870 . Surfaces that are to be exposed to view must not bear grademarks or other types of identifying marks.
1.4.3 Preservative-Treated Lumber and Plywood
The Contractor is responsible for the quality of treated wood products.
Each treated piece must be inspected in accordance with AWPA M2 and permanently marked or branded, by the producer, in accordance with AWPA M6.
The Contractor must provide Contracting Officer's Representative (COR) with the inspection report of an approved independent inspection agency that offered products comply with applicable AWPA Standards. The appropriate Quality Mark on each piece will be accepted, in lieu of inspection reports, as evidence of compliance with applicable AWPA treatment standards.
1.4.4 Fire-Retardant Treated Lumber
Mark each piece in accordance with AWPA M6, except pieces that are to be natural or transparent finished. Labels of a nationally recognized
SECTION 06 10 00 Page 5 independent testing agency will be accepted as evidence of conformance to the fire-retardant requirements of AWPA M6.
1.5 SIZES AND SURFACING
ALSC PS 20 for dressed sizes of yard and structural lumber. Lumber must be surfaced four sides. Size references, unless otherwise specified, are nominal sizes, and actual sizes must be within manufacturing tolerances allowed by the standard under which the product is produced. Other measurements are IP or SI standard.
1.6 MOISTURE CONTENT
Air-dry or kiln-dry lumber. Kiln-dry treated lumber after treatment.
Maximum moisture content of wood products must be as follows at the time of delivery to the job site:
a. Framing lumber and board, 19 percent maximum
b. Materials other than lumber; moisture content must be in accordance with standard under which the product is produced
1.7 PRESERVATIVE TREATMENT
a. 0.25 pcf intended for above ground use.
1.8 FIRE-RETARDANT TREATMENT
Fire-retardant treated wood must be pressure treated Treatment and performance inspection must be by an independent and qualified testing agency that establishes performance ratings. Each piece or bundle of treated material must bear identification of the testing agency to indicate performance in accordance with such rating. Items to be treated include the following:
a. Plywood backboards for electrical or telecommunications rooms .
1.9 CERTIFICATIONS
1.9.1 Certified Wood Grades
Provide certificates of grade from the grading agency on graded but unmarked lumber or plywood attesting that materials meet the grade requirements specified herein.
1.9.2 Certified Sustainably Harvested Wood
Provide wood certified as sustainably harvested by FSC STD 01 001 .
Provide a letter of Certification of Sustainably Harvested Wood signed by the wood supplier. Identify certifying organization and their third party program name and indicate compliance with chain-of-custody program requirements. Submit sustainable wood certification data; identify each certified product on a line item basis. Submit copies of invoices bearing certification numbers.
1.9.3 Indoor Air Quality Certifications
Submit required indoor air quality certifications in one submittal package.
SECTION 06 10 00 Page 6
1.9.3.1 Adhesives and Sealants
Provide products certified to meet indoor air quality requirements by UL 2818 (Greenguard) Gold, SCS Global Services Indoor Advantage Gold or provide certification or validation by other third-party programs that products meet the requirements of this Section. Provide current product certification documentation from certification body. When product does not have certification, provide validation that product meets the indoor air quality product requirements cited herein.
PART 2 PRODUCTS
2.1 MATERIALS
2.2 LUMBER
2.2.1 Framing Lumber
Framing lumber such as studs, plates, cant strips, bucks, blocking, sleepers, and nailers and board lumber must be one of the species listed in the table below. Minimum grade of species must be as listed. Provide certified sustainably harvested framing lumber .
Table of Grades for Framing and Board Lumber
Grading Rules Species Framing Board Lumber
SPIB 1003 standard grading rules
Southern Pine All Species:
Standard Light Framing or No. 3 Structural Light Framing (Stud Grade for 2x4 nominal size, 10 feet and shorter)
No. 2 Boards
2.3 PLYWOOD
APA L870 , APA S350 , APA E445 , and APA F405 respectively.
2.3.1 Other Uses
2.3.1.1 Plywood
Plywood for backboards . A-C Grade, Exposure 1 , 3/4-inch thickness, fire retardant treated. A minimum of one label per piece shall remain visible after painting .
2.4 ROUGH HARDWARE
Unless otherwise indicated or specified, rough hardware must be of the type and size necessary for the project requirements. Sizes, types, and
SECTION 06 10 00 Page 7 spacing of fastenings of manufactured building materials must be as recommended by the product manufacturer unless otherwise indicated or specified. Rough hardware exposed to the weather or embedded in or in contact with preservative treated wood, exterior masonry, or concrete walls or slabs must be hot-dip zinc-coated in accordance with ASTM A153/A153M . Nails and fastenings for fire-retardant treated lumber and woodwork exposed to the weather must be copper alloy or hot-dipped galvanized fasteners as recommended by the treated wood manufacturer.
2.4.1 Bolts, Nuts, Studs, and Rivets
ASME B18.2.1 , ASME B18.5.2.1M , ASME B18.5.2.2M and ASME B18.2.2 .
2.4.2 Anchor Bolts
ASTM A307, size as indicated, complete with nuts and washers.
2.4.3 Expansion Shields
CID A-A-1923 , CID A-A-1924 , and CID A-A-1925 . Except as shown otherwise, maximum size of devices must be 3/8 inch .
2.4.4 Lag Screws and Lag Bolts
ASME B18.2.1 .
2.4.5 Wood Screws
ASME B18.6.1 .
2.4.6 Clip Angles
Steel, 3/16 inch thick, size best suited for intended use; or zinc-coated steel or iron commercial clips designed for connecting wood members.
PART 3 EXECUTION
3.1 INSTALLATION
Do not install building construction materials that show visual evidence of biological growth.
Select lumber sizes to minimize waste. Fit framing lumber and other rough carpentry, set accurately to the required lines and levels, and secure in place in a rigid manner.
3.2 MISCELLANEOUS
3.2.1 Wood Blocking
Provide proper sizes and shapes at proper locations for the installation and attachment of wood and other finish materials, fixtures, equipment, and items indicated or specified.
3.3 WASTE MANAGEMENT OF WOOD PRODUCTS
In accordance with the Waste Management Plan and as specified. Separate and reuse scrap sheet materials larger than 2 square feet , framing members larger than 16 inches , and multiple offcuts of any size larger
SECTION 06 10 00 Page 8 than 12 inches . Clearly separate damaged wood and other scrap lumber for acceptable alternative uses on site, including bracing, blocking, cripples, ties, and shims.
Separate treated, stained, painted, and contaminated wood and place in designated area for hazardous materials. Dispose of according to local regulations. Do not burn scrap lumber that has been pressure treated, or lumber that is less than one year old.
-- End of Section --
SECTION 06 10 00 Page 9
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SECTION 06 10 00 Page 10
SECTION TABLE OF CONTENTS
DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES
SECTION 06 41 16.00 10
PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS
08/10 laminate clad architectural casework
PART 1 GENERAL
1.1 REFERENCES
1.2 SYSTEM DESCRIPTION
1.3 SUSTAINABILITY REPORTING
1.4 SUBMITTALS
1.5 QUALITY ASSURANCE
1.5.1 General Requirements
1.5.2 Sustainable Design Certification
1.6 DELIVERY, STORAGE, AND HANDLING
1.7 SEQUENCING AND SCHEDULING
PART 2 PRODUCTS
2.1 WOOD MATERIALS
2.1.1 Lumber
2.1.2 Panel Products
2.1.2.1 Plywood
2.1.2.2 Particleboard
2.1.2.3 Medium Density Fiberboard
2.2 SOLID POLYMER MATERIAL
2.3 HIGH PRESSURE DECORATIVE LAMINATE (HPDL)
2.3.1 Horizontal General Purpose Standard (HGS) Grade
2.3.2 Vertical General Purpose Standard (VGS) Grade
2.3.3 Cabinet Liner Standard (CLS) Grade
2.3.4 Backing Sheet (BK) Grade
2.4 THERMOSET DECORATIVE OVERLAYS (MELAMINE)
2.5 EDGE BANDING
2.6 CABINET HARDWARE
2.6.1 Door Hinges
2.6.2 Cabinet Pulls
2.6.3 Drawer Slide
2.6.4 Adjustable Shelf Support System
2.7 FASTENERS
2.8 ADHESIVES, CAULKS, AND SEALANTS
2.8.1 Adhesives
2.8.1.1 Wood Joinery
2.8.1.2 Laminate Adhesive
2.8.2 Caulk
2.8.3 Sealant
2.9 ACCESSORIES
2.9.1 Grommets
2.10 FABRICATION
SECTION 06 41 16.00 10 Page 1
2.10.1 Base and Wall Cabinet Case Body
2.10.1.1 Cabinet Components
2.10.1.1.1 Body Members (Ends, Divisions, Bottoms, and Tops)
2.10.1.1.2 Face Frames and Rails
2.10.1.1.3 Shelving
2.10.1.1.4 Cabinet Backs
2.10.1.1.5 Drawer Sides, Backs, and Subfronts
2.10.1.1.6 Drawer Bottoms
2.10.1.1.7 Door and Drawer Fronts
2.10.1.2 Joinery Method for Case Body Members
2.10.1.2.1 Tops, Exposed Ends, and Bottoms
2.10.1.2.2 Exposed End Corner Attachment
2.10.1.2.2.1 Mitered Joint
2.10.1.2.2.2 Butt Joint
2.10.1.2.3 Cabinet Backs (Wall Hung Cabinets)
2.10.1.2.3.1 Full Bound
2.10.1.2.3.2 Full Overlay
2.10.1.2.3.3 Side Bound
2.10.1.2.4 Cabinet Backs (Floor Standing Cabinets)
2.10.1.2.4.1 Side Bound
2.10.1.2.4.2 Full Overlay
2.10.1.2.4.3 Side Bound with Rabbetts
2.10.1.2.5 Wall Anchor Strips
2.10.2 Cabinet Floor Base
2.10.3 Cabinet Door and Drawer Fronts
2.10.4 Drawer Assembly
2.10.4.1 Drawer Components
2.10.4.1.1 Drawer Sides and Backs For Laminate Finish
2.10.4.1.2 Drawer Sides and Back For Thermoset Decorative
Overlay (Melamine) Finish
2.10.4.1.3 Drawer Bottom
2.10.4.2 Drawer Assembly Joinery Method
2.10.5 Shelving
2.10.5.1 General Requirements
2.10.5.2 Shelf Support System
2.10.5.2.1 Recessed (Mortised) Metal Shelf Standards
2.10.5.2.2 Pin Hole Method
2.10.6 Laminate Application
2.10.6.1 Base/Wall Cabinet Case Body
2.10.6.2 Adjustable Shelving
2.10.6.2.1 Top and Bottom Surfaces
2.10.6.2.2 All Edges
2.10.6.3 Fixed Shelving
2.10.6.3.1 Top and Bottom Surfaces
2.10.6.3.2 Exposed Edges
2.10.6.4 Door, Drawer Fronts, Access Panels
2.10.6.4.1 Exterior (Exposed) and Interior (Semi-Exposed) Faces
2.10.6.4.2 Edges
2.10.6.5 Drawer Box Assembly
2.10.6.6 Countertops and Splashes
2.10.6.7 Tolerances
PART 3 EXECUTION
3.1 INSTALLATION
3.1.1 Anchoring Systems
3.1.1.1 Floor
3.1.1.2 Wall
3.1.2 Hardware
SECTION 06 41 16.00 10 Page 2
3.1.3 Doors, Drawers and Removable Panels
3.1.4 Plumbing Fixtures
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SECTION 06 41 16.00 10
PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS
08/10
PART 1 GENERAL
1.1 REFERENCES
The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.
AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)
ANSI A161.2 (1998) Decorative Laminate Countertops, Performance Standards for Fabricated High Pressure
ASTM INTERNATIONAL (ASTM)
ASTM F547 (2017) Standard Terminology of Nails for Use with Wood and Wood-Base Materials
BUILDERS HARDWARE MANUFACTURERS ASSOCIATION (BHMA)
ANSI/BHMA A156.9 (2015) Cabinet Hardware
COMPOSITE PANEL ASSOCIATION (CPA)
CPA A208.2 (2016) Medium Density Fiberboard (MDF) for Interior Applications
NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA)
ANSI/NEMA LD 3 (2005) Standard for High-Pressure Decorative Laminates
SCIENTIFIC CERTIFICATION SYSTEMS (SCS)
SCS SCS Global Services (SCS) Indoor Advantage
U.S. GREEN BUILDING COUNCIL (USGBC)
LEED BD+C (2009; R 2010) Leadership in Energy and Environmental Design(tm) Building Design and Construction (LEED-NC)
UL ENVIRONMENT (ULE)
ULE Greenguard UL Greenguard Certification Program
WINDOW AND DOOR MANUFACTURERS ASSOCIATION (WDMA)
ANSI/WDMA I.S.1A (2013) Interior Architectural Wood Flush Doors
SECTION 06 41 16.00 10 Page 5
WOODWORK INSTITUTE (WI)
NAAWS 3.1 (2017; 2018 Errata Edition) North American Architectural Woodwork Standards
1.2 SYSTEM DESCRIPTION
Work in this section includes laminate clad custom casework cabinets vanities as shown on the drawings and as described in this specification.
This Section includes high-pressure laminate surfacing and cabinet hardware. Comply with EPA requirements in accordance with Section 01 33 29 .00 06 SUSTAINABILITY REPORTING. All exposed and semi-exposed surfaces, whose finish is not otherwise noted on the drawings or finish schedule, shall be sanded smooth and shall receive a clear finish of polyurethane. Wood finish may be shop finished or field applied in accordance with Section
09 90 00 PAINTS AND COATINGS.
1.3 SUSTAINABILITY REPORTING
Materials in this technical specification may contribute towards contract compliance with sustainability requirements. See Section 01 33 29 .00 06 SUSTAINABILITY REPORTING for project LEED BD+C local/regional materials, low-emitting materials, recycled content, certified wood and rapidly renewable materials LEED documentation requirements.
1.4 SUBMITTALS
Government approval is required for submittals with a "G" designation;
submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance to Section 01 33 29 .00 06 SUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00 .00 06 SUBMITTAL PROCEDURES:
SD-02 Shop Drawings
Shop Drawings ; G, DO Installation ; G, DO
SD-03 Product Data
Wood Materials Certification
SD-04 Samples
Plastic Laminates ; G, DO Cabinet Hardware ; G, DO
SD-07 Certificates
Quality Assurance Laminate Clad Casework
SD-11 Closeout Submittals
LEED Documentation ; G, DO
SECTION 06 41 16.00 10 Page 6
1.5 QUALITY ASSURANCE
1.5.1 General Requirements
Unless otherwise noted on the drawings, all materials, construction methods, and fabrication shall conform to and comply with the custom grade quality standards as outlined in NAAWS 3.1, Section for laminate clad cabinets. These standards shall apply in lieu of omissions or specific requirements in this specification. Contractors and their personnel engaged in the work shall be able to demonstrate successful experience with work of comparable extent, complexity and quality to that shown and specified. Submit a quality control statement which illustrates compliance with and understanding of NAAWS 3.1 requirements, in general, and the specific NAAWS 3.1 requirements provided in this specification.
The quality control statement shall also certify a minimum of ten years Contractor's experience in laminate clad casework fabrication and construction. The quality control statement shall provide a list of a minimum of five successfully completed projects of a similar scope, size, and complexity.
1.5.2 Sustainable Design Certification
Product shall be third party certified in accordance with ULE Greenguard , SCS Scientific Certification Systems Indoor Advantage or equal.
Certification shall be performed annually and shall be current.
1.6 DELIVERY, STORAGE, AND HANDLING
Casework may be delivered knockdown or fully assembled. Deliver all units to the site in undamaged condition, stored off the ground in fully enclosed areas, and protected from damage. The storage area shall be well ventilated and not subject to extreme changes in temperature or humidity.
1.7 SEQUENCING AND SCHEDULING
Coordinate work with other trades. Units shall not be installed in any room or space until painting, and ceiling installation are complete within the room where the units are located. Floor cabinets shall be installed before finished flooring materials are installed.
PART 2 PRODUCTS
2.1 WOOD MATERIALS
2.1.1 Lumber
a. All framing lumber shall be kiln-dried Grade III to dimensions as shown on the drawings. Frame front, where indicated on the drawings, shall be nominal 3/4 inch hardwood.
2.1.2 Panel Products
2.1.2.1 Plywood
All plywood panels used for framing purposes shall be veneer core hardwood plywood, NAAWS 3.1 Grade AA. Nominal thickness of plywood panels shall be as indicated in this specification and on the drawings.
SECTION 06 41 16.00 10 Page 7
2.1.2.2 Particleboard
Not Acceptable .
2.1.2.3 Medium Density Fiberboard
Medium density fiberboard (MDF) shall be an acceptable panel substrate where noted on the drawings. Medium density fiberboard shall meet the minimum standards listed in CPA A208.2 .
2.2 SOLID POLYMER MATERIAL
Solid surfacing casework components shall conform to the requirements of Section 06 61 16 SOLID SURFACING FABRICATIONS.
2.3 HIGH PRESSURE DECORATIVE LAMINATE (HPDL)
All plastic laminates shall meet the requirements of ANSI/NEMA LD 3 and ANSI A161.2 for high-pressure decorative laminates. Design, colors, surface finish and texture, and locations shall be as indicated on the drawings. Submit two samples of each plastic laminate pattern and color.
Samples shall be a minimum of 5 by 7 inches in size. Plastic laminate types and nominal minimum thicknesses for casework components shall be as indicated in the following paragraphs.
2.3.1 Horizontal General Purpose Standard (HGS) Grade
Horizontal general purpose standard grade plastic laminate shall be 0.048 inches (plus or minus 0.005 inches) in thickness. This laminate grade is intended for horizontal surfaces where postforming is not required.
2.3.2 Vertical General Purpose Standard (VGS) Grade
Vertical general purpose standard grade plastic laminate shall be 0.028 inches (plus or minus 0.004 inches) in thickness. This laminate grade is intended for exposed exterior vertical surfaces of casework components where postforming is not required.
2.3.3 Cabinet Liner Standard (CLS) Grade
Cabinet liner standard grade plastic laminate shall be 0.020 inches in thickness. This laminate grade is intended for light duty semi-exposed interior surfaces of casework components.
2.3.4 Backing Sheet (BK) Grade
Undecorated backing sheet grade laminate is formulated specifically to be used on the backside of plastic laminated panel substrates to enhance dimensional stability of the substrate. Backing sheet thickness shall be
0.020 inches . Backing sheets shall be provided for all laminated casework components where plastic laminate finish is applied to only one surface of the component substrate.
2.4 THERMOSET DECORATIVE OVERLAYS (MELAMINE)
Thermoset decorative overlays (melamine panels) shall be used for all semi-exposed surfaces.
SECTION 06 41 16.00 10 Page 8
2.5 EDGE BANDING
Edge banding for casework doors and drawer fronts shall be PVC vinyl and shall be 0.020 inch thick. Material width shall be 15/16 inches . Color and pattern shall match exposed door and drawer front laminate pattern and color.
2.6 CABINET HARDWARE
Submit one sample of each cabinet hardware item specified to include hinges, pulls, and drawer glides, and . All hardware shall conform to ANSI/BHMA A156.9 , unless otherwise noted, and shall consist of the following components:
2.6.1 Door Hinges
Euro-style with concealed knuckle, 105 degree swing and self closing, nickel plated type type, BHMA No. 156.9 .
2.6.2 Cabinet Pulls
Wire pulls with center to center dimension of 4 inches in length, projection of 1 1/4 inches. Stainless steel. US32D finish .
2.6.3 Drawer Slide
Side mounted type, BHMA No. 156.9 with full extension and a minimum 100 pound load capacity. Slides shall be epoxy coated or ball bearing type and include an integral stop to avoid accidental drawer removal.
2.6.4 Adjustable Shelf Support System
Recessed (mortised) metal standards, BHMA No. BO4071, finish: Brushed Chrome. Support clips for the standards shall be open type, BHMA No.
B04091 closed type, BHMA No. B04081, finish: Brushed Chrome. Optionally, m ultiple holes with metal pin supports are acceptable .
2.7 FASTENERS
Nails, screws, and other suitable fasteners shall be the size and type best suited for the purpose and shall conform to ASTM F547 where applicable.
2.8 ADHESIVES, CAULKS, AND SEALANTS
2.8.1 Adhesives
Adhesives shall be of a formula and type recommended by AWI. Adhesives shall be selected for their ability to provide a durable, permanent bond and shall take into consideration such factors as materials to be bonded, expansion and contraction, bond strength, fire rating, and moisture resistance. Adhesives shall meet local regulations regarding VOC emissions and off-gassing.
2.8.1.1 Wood Joinery
Adhesives used to bond wood members shall be a Type II for interior use polyvinyl acetate resin emulsion. Adhesives shall withstand a bond test as described in ANSI/WDMA I.S.1A .
SECTION 06 41 16.00 10 Page 9
2.8.1.2 Laminate Adhesive
Adhesive used to join high-pressure decorative laminate to wood shall be a water-based contact adhesive or an adhesive consistent with AWI and laminate manufacturer's recommendations. PVC edgebanding shall be adhered using a polymer-based hot melt glue.
2.8.2 Caulk
Caulk used to fill voids and joints between laminated components and between laminated components and adjacent surfaces shall be clear, 100 percent silicone.
2.8.3 Sealant
Sealant shall be of a type and composition recommended by the substrate manufacturer to provide a moisture barrier at sink cutouts and all other locations where unfinished substrate edges may be subjected to moisture.
2.9 ACCESSORIES
2.9.1 Grommets
Grommets shall be plastic material for cutouts with a diameter of 2-1/2 inches . Locations shall be as indicated on the drawings.
2.10 FABRICATION
Verify field measurements as indicated in the shop drawings before fabrication. Fabrication and assembly of components shall be accomplished at the shop site to the maximum extent possible. Construction and fabrication of cabinets and their components shall meet or exceed the requirements for AWI custom grade unless otherwise indicated in this specification. Cabinet style, in accordance with NAAWS 3.1, Section 400-G descriptions, shall be flush overlay.
2.10.1 Base and Wall Cabinet Case Body
2.10.1.1 Cabinet Components
Frame members shall be glued-together, kiln-dried hardwood lumber. Top corners, bottom corners, and cabinet bottoms shall be braced with either hardwood blocks or water-resistant glue and nailed in place metal or plastic corner braces. Cabinet components shall be constructed from the following materials and thicknesses:
2.10.1.1.1 Body Members (Ends, Divisions, Bottoms, and Tops)
3/4 inch medium density fiberboard (MDF) or veneer core plywood panel product
2.10.1.1.2 Face Frames and Rails
Not Required.
2.10.1.1.3 Shelving
3/4 inch medium density fiberboard (MDF) or veneer core plywood panel
SECTION 06 41 16.00 10 Page 10 product
2.10.1.1.4 Cabinet Backs
1/4 inch panel product
2.10.1.1.5 Drawer Sides, Backs, and Subfronts
1/2 inch hardwood lumber or veneer core plywood.
2.10.1.1.6 Drawer Bottoms
1/4 inch medium density fiberboard (MDF) veneer core plywood panel product
2.10.1.1.7 Door and Drawer Fronts
3/4-inch panel product
2.10.1.2 Joinery Method for Case Body Members
2.10.1.2.1 Tops, Exposed Ends, and Bottoms
a. Doweled, glued under pressure (approx. 4 dowels per 12 inches of joint).
b. Spline or biscuit, glued under pressure.
2.10.1.2.2 Exposed End Corner Attachment
2.10.1.2.2.1 Mitered Joint
lock miter or spline or biscuit, glued under pressure (no visible fasteners)
2.10.1.2.2.2 Butt Joint
glued and nailed
2.10.1.2.3 Cabinet Backs (Wall Hung Cabinets)
Wall hung cabinet backs must not be relied upon to support the full weight of the cabinet and its anticipated load for hanging/mounting purposes.
Method of back joinery and hanging/mounting mechanisms should transfer the load to case body members. Fabrication method shall be:
2.10.1.2.3.1 Full Bound
Full bound, captured in grooves on cabinet sides, top, and bottom.
Cabinet backs for floor standing cabinets shall be side bound, captured in grooves; glued and fastened to top and bottom.
2.10.1.2.3.2 Full Overlay
Full overlay, plant-on backs with minimum back thickness of 1/2 inch and minimum No. 12 plated (no case hardened) screws spaced a minimum 3 inches on center. Edge of back shall not be exposed on finished sides. Anchor strips are not required when so attached.
SECTION 06 41 16.00 10 Page 11
2.10.1.2.3.3 Side Bound
Side bound, captured in groove or rabbetts; glued and fastened.
2.10.1.2.4 Cabinet Backs (Floor Standing Cabinets)
2.10.1.2.4.1 Side Bound
Side bound, captured in grooves; glued and fastened to top and bottom.
2.10.1.2.4.2 Full Overlay
Full overlay, plant-on backs with minimum back thickness of 1/2 inch and minimum No. 12 plated (no case hardened) screws spaced a minimum 3 inches on center. Edge of back shall not be exposed on finished sides. Anchor strips are not required when so attached.
2.10.1.2.4.3 Side Bound with Rabbetts
Side bound, placed in rabbetts; glued and fastened in rabbetts.
2.10.1.2.5 Wall Anchor Strips
Wall Anchor Strips shall be required for all cabinets with backs less than 1/2 inch thick. Strips shall consist of minimum 1/2 inch thick lumber, minimum 2-1/2 inches width; securely attached to wall side of cabinet back
- top and bottom for wall hung cabinets, top only for floor standing cabinets.
2.10.2 Cabinet Floor Base
Floor cabinets shall be mounted on a base constructed of 3/4 inch veneer core exterior plywood or solid lumber . Base assembly components shall be a moisture-resistant panel product. Finished height for each cabinet base shall be as indicated on the drawings. Bottom edge of the cabinet door or drawer face shall be flush with top of base.
2.10.3 Cabinet Door and Drawer Fronts
Door and drawer fronts shall be fabricated from 3/4 inch medium density fiberboard (MDF. All door and drawer front edges shall be surfaced with high pressure plastic laminate or PVC edgebanding, color and pattern to match exterior face laminate.
2.10.4 Drawer Assembly
2.10.4.1 Drawer Components
Drawer components shall consist of a removable drawer front, sides, backs, and bottom. Drawer components shall be constructed of the following materials and thicknesses:
2.10.4.1.1 Drawer Sides and Backs For Laminate Finish
1/2 inch thick 7-ply hardwood veneer core substrate
SECTION 06 41 16.00 10 Page 12
2.10.4.1.2 Drawer Sides and Back For Thermoset Decorative Overlay (Melamine) Finish
1/2 inch thick MDF fiberboard substrate
2.10.4.1.3 Drawer Bottom
1/4 inch thick thermoset decorative overlay melamine panel product
2.10.4.2 Drawer Assembly Joinery Method
a. Multiple dovetail (all corners) or French dovetail front/dadoed back, glued under pressure.
b. Doweled, glued under pressure.
c. Lock shoulder, glued and pin nailed.
d. Bottoms shall be set into sides, front, and back, 1/4 inch deep groove with a minimum 3/8 inch standing shoulder.
2.10.5 Shelving
2.10.5.1 General Requirements
Shelving shall be fabricated from 3/4 inch medium density fiberboard (MDF or 3/4 inch veneer core plywood. All shelving top and bottom surfaces shall be finished with HPDL plastic laminate . Shelf edges shall be finished in a HPDL plastic laminate or thermoset decorative overlay (melamine) .
2.10.5.2 Shelf Support System
The shelf support system shall be:
2.10.5.2.1 Recessed (Mortised) Metal Shelf Standards
Mortise standards flush with the finishes surface of the cabinet interior side walls, two per side. Position and space standards on the side walls to provide a stable shelf surface that eliminates tipping when shelf front is weighted. Install and adjust standards vertically to provide a level, stable shelf surface when clips are in place.
2.10.5.2.2 Pin Hole Method
Drill holes on the interior surface of the cabinet side walls. Evenly space holes in two vertical columns Space the holes in each column at 1 inch increments starting 6 inches from the cabinet interior bottom and extending to within 6 inches of the top interior surface of the cabinet.
Drill holes to provide a level, stable surface when the shelf is resting on the shelf pins. Coordinate hole diameter with pin insert size to provide a firm, tight fit.
2.10.6 Laminate Application
Laminate application to substrates shall follow the recommended procedures and instructions of the laminate manufacturer and ANSI/NEMA LD 3 , using tools and devices specifically designed for laminate fabrication and application. Provide a balanced backer sheet (Grade BK) wherever only one
SECTION 06 41 16.00 10 Page 13 surface of the component substrate requires a plastic laminate finish.
Apply required grade of laminate in full uninterrupted sheets consistent with manufactured sizes using one piece for full length only, using adhesives specified herein or as recommended by the manufacturer. Fit corners and joints hairline. All laminate edges shall be machined flush, filed, sanded, or buffed to remove machine marks and eased (sharp corners removed). Clean up at easing shall be such that no overlap of the member eased is visible. Fabrication shall conform to ANSI A161.2 . Laminate types and grades for component surfaces shall be as follows unless otherwise indicated on the drawings:
2.10.6.1 Base/Wall Cabinet Case Body
a. Exterior (exposed) surfaces to include exposed and semi-exposed face frame surfaces: HPDL Grade VGS .
b. Interior (semi-exposed) surfaces to include interior back wall, bottom, and side walls: Thermoset Decorative Overlay (melamine).
2.10.6.2 Adjustable Shelving
2.10.6.2.1 Top and Bottom Surfaces
HPDL Grade HGS
2.10.6.2.2 All Edges
HPDL Grade VGS or Thermoset Decorative Overlay (melamine)
2.10.6.3 Fixed Shelving
2.10.6.3.1 Top and Bottom Surfaces
HPDL Grade HGS
2.10.6.3.2 Exposed Edges
HPDL Grade VGS or Thermoset Decorative Overlay (melamine)
2.10.6.4 Door, Drawer Fronts, Access Panels
2.10.6.4.1 Exterior (Exposed) and Interior (Semi-Exposed) Faces
HPDL Grade VGS
2.10.6.4.2 Edges
HPDL Grade VGS
2.10.6.5 Drawer Box Assembly
All interior and exterior surfaces: HPDL Grade CLS or Thermoset Decorative Overlay (melamine).
2.10.6.6 Countertops and Splashes
All exposed and semi-exposed surfaces: HPDL Grade HGS
SECTION 06 41 16.00 10 Page 14
2.10.6.7 Tolerances
Flushness, flatness, and joint tolerances of laminated surfaces shall meet the NAAWS 3.1 custom grade requirements.
PART 3 EXECUTION
3.1 INSTALLATION
Installation shall comply with applicable requirements for NAAWS 3.1 custom quality standards. Countertops and fabricated assemblies shall be installed level, plumb, and true to line, in locations shown on the drawings. Cabinets and other laminate clad casework assemblies shall be attached and anchored securely to the floor and walls with mechanical fasteners that are appropriate for the wall and floor construction.
3.1.1 Anchoring Systems
3.1.1.1 Floor
Base cabinets shall utilize a floor anchoring system . Anchoring and mechanical fasteners shall not be visible from the finished side of the casework assembly. Cabinet assemblies shall be attached to anchored bases without visible fasteners . Where assembly abuts a wall surface, anchoring shall include a minimum 1/2 inch thick lumber or panel product hanging strip, minimum 2-1/2 inch width; securely attached to the top of the wall side of the cabinet back.
3.1.1.2 Wall
Cabinet and vanity to be wall mounted shall utilize minimum 1/2 inch thick lumber or panel product hanging strips, minimum 2-1/2 inch width; securely attached to the wall side of the cabinet back, both top and bottom.
3.1.2 Hardware
Casework hardware shall be installed in types and locations as indicated on the drawings. Where fully concealed European-style hinges are specified to be used fiberboard doors, the use of plastic or synthetic insertion dowels shall be used to receive 3/16 inch "Euroscrews". The use of wood screws without insertion dowels is prohibited.
3.1.3 Doors, Drawers and Removable Panels
The fitting of doors, drawers and removable panels shall be accomplished within target fitting tolerances for gaps and flushness in accordance with NAAWS 3.1 custom grade requirements.
3.1.4 Plumbing Fixtures
Install sinks, sink hardware, and other plumbing fixtures in locations as indicated on the drawings and in accordance with Section 22 00 00
PLUMBING, GENERAL PURPOSE .
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SECTION TABLE OF CONTENTS
DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES
SECTION 06 61 16
SOLID SURFACING FABRICATIONS
08/10 solid polymer fabrications
PART 1 GENERAL
1.1 REFERENCES
1.2 SYSTEM DESCRIPTION
1.3 SUBMITTALS
1.4 CERTIFICATIONS
1.4.1 Indoor Air Quality
1.4.1.1 Indoor Air Quality for Solid Surface Fabricated Products
1.5 QUALITY ASSURANCE
1.5.1 Qualifications
1.6 DELIVERY, STORAGE, AND HANDLING
1.7 WARRANTY
PART 2 PRODUCTS
2.1 MATERIAL
2.1.1 Cast, 100 Percent Acrylic Polymer Solid Surfacing Material
2.1.2 Material Patterns and Colors
2.1.3 Surface Finish
2.2 ACCESSORY PRODUCTS
2.2.1 Seam Adhesive
2.2.2 Panel Adhesive
2.2.3 Silicone Sealant
2.2.4 Seam and Sealant Emissions
2.2.5 Mounting Hardware
2.3 FABRICATIONS
2.3.1 Joints and Seams
2.3.2 Edge Finishing
2.3.3 Counter and Vanity Top Splashes
2.3.3.1 Permanently Attached Backsplash
2.3.3.2 End Splashes
2.3.4 Window Stools
2.3.5 Counter and Vanity Tops
2.3.5.1 Counter Top With Sink
PART 3 EXECUTION
3.1 INSTALLATION
3.1.1 Components
3.1.2 Silicone Sealant
3.1.3 Plumbing
3.2 CLEAN-UP
SECTION 06 61 16 Page 1
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SECTION 06 61 16 Page 2
SECTION 06 61 16
SOLID SURFACING FABRICATIONS
08/10
PART 1 GENERAL
1.1 REFERENCES
The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.
ASTM INTERNATIONAL (ASTM)
ASTM D570 (1998; E 2010; R 2010) Standard Test Method for Water Absorption of Plastics
ASTM D638 (2014) Standard Test Method for Tensile Properties of Plastics
ASTM D696 (2016) Standard Test Method for Coefficient of Linear Thermal Expansion of Plastics Between -30 degrees C and 30 degrees C With a Vitreous Silica Dilatometer
ASTM D2583 (2013a) Indentation Hardness of Rigid Plastics by Means of a Barcol Impressor
ASTM E84 (2018a) Standard Test Method for Surface Burning Characteristics of Building Materials
ASTM G21 (2015) Standard Practice for Determining Resistance of Synthetic Polymeric Materials to Fungi
CALIFORNIA DEPARTMENT OF PUBLIC HEALTH (CDPH)
CDPH SECTION 01350 (2010; Version 1.1) Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources using Environmental Chambers
CSA GROUP (CSA)
CSA B45.5-11/IAPMO Z124 (2011; Update 1 2012) Plastic Plumbing Fixtures - First Edition
NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA)
ANSI/NEMA LD 3 (2005) Standard for High-Pressure Decorative Laminates
SECTION 06 61 16 Page 3
NSF INTERNATIONAL (NSF)
NSF/ANSI 51 (2012) Food Equipment Materials
SCIENTIFIC CERTIFICATION SYSTEMS (SCS)
SCS SCS Global Services (SCS) Indoor Advantage
TILE COUNCIL OF NORTH AMERICA (TCNA)
TCNA Hdbk (2017) Handbook for Ceramic, Glass, and Stone Tile Installation
UNDERWRITERS LABORATORIES (UL)
UL 2818 (2013) GREENGUARD Certification Program For Chemical Emissions For Building Materials, Finishes And Furnishings
1.2 SYSTEM DESCRIPTION
a. Work under this section includes countertops, window sills and other items utilizing solid polymer (solid surfacing) fabrication as shown on the drawings and as described in this specification. Do not change source of supply for materials after work has started, if the appearance of finished work would be affected.
b. In most instances, installation of solid polymer fabricated components and assemblies will require strong, correctly located structural support provided by other trades. To provide a stable, sound, secure installation, close coordination is required between the solid polymer fabricator/installer and other trades to ensure that necessary structural wall support, cabinet counter top structural support, proper clearances, and other supporting components are provided for the installation of wall panels, countertops, shelving, and all other solid polymer fabrications to the degree and extent recommended by the solid polymer manufacturer.
c. Appropriate staging areas for solid polymer fabrications. Allow variation in component size and location of openings of plus or minus 1/8 inch .
1.3 SUBMITTALS
Government approval is required for submittals with a "G" designation;
submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance to Section 01 33 29 .00 06 SUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00 .00 06 SUBMITTAL PROCEDURES:
SD-02 Shop Drawings
Installation ; G, DO
SD-03 Product Data
Solid Polymer Material
SECTION 06 61 16 Page 4
Qualifications ; G, DO
Fabrications
Indoor air quality for solid surface seam and sealant products
SD-04 Samples
Material ; G, DO
Counter and Vanity Tops ; G, DO
SD-06 Test Reports
Solid Polymer Material
SD-07 Certificates
Fabrications
Qualifications
Indoor Air Quality for solid surface fabrication products ; S
SD-10 Operation and Maintenance Data
Clean-up ; G, DO
1.4 CERTIFICATIONS
1.4.1 Indoor Air Quality
Submit required indoor air quality certifications and validations in one submittal package.
1.4.1.1 Indoor Air Quality for Solid Surface Fabricated Products
Provide products certified to meet indoor air quality requirements by UL 2818 (Greenguard) Gold, SCS Global Services Indoor Advantage Gold or provide certification by other third-party program that products meet the requirements of this Section.
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