Attachment G - WO799152_spc_02of04.pdf

WORK ORDER NO.

At the

PREPARED BY:

Architectural: Mechanical:

Civil: Electrical:

Structural:

APPROVED BY:

Specifications:

For Commander, NAVFAC:

Date:

Submitted By: Date:

P130 Communications Station 799152

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 15 LIST OF DRAWINGS

00 73 04 SUPPLEMENTARY CONDITIONS FOR PROJECTS IN MEDITERRANEAN

AREA

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 20 00.00 20 PRICE AND PAYMENT PROCEDURES

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 30 01.00 20 DESIGN, PROCUREMENT, AND INSTALLATION OF FURNITURE,

FIXTURES, AND EQUIPMENT

01 31 23.13 20 ELECTRONIC CONSTRUCTION AND FACILITY SUPPORT CONTRACT

MANAGEMENT SYSTEM

01 32 17.00 20 COST-LOADED NETWORK ANALYSIS SCHEDULES (NAS)

01 33 00 SUBMITTAL PROCEDURES

01 33 29 SUSTAINABILITY REPORTING

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 42 15 METRIC MEASUREMENTS

01 45 00.00 20 QUALITY CONTROL

01 45 35 SPECIAL INSPECTIONS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 57 19.01 20 SUPPLEMENTAL TEMPORARY ENVIRONMENTAL CONTROLS

01 58 00 PROJECT IDENTIFICATION

01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

01 78 24.00 20 FACILITY ELECTRONIC OPERATION AND MAINTENANCE SUPPORT

INFORMATION (eOMSI)

01 91 00.15 TOTAL BUILDING COMMISSIONING

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION AND DECONSTRUCTION

02 82 00 ASBESTOS REMEDIATION

02 83 00 LEAD REMEDIATION

02 84 16 HANDLING OF LIGHTING BALLASTS AND LAMPS CONTAINING PCBs

AND MERCURY

DIVISION 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

03 45 00 PRECAST ARCHITECTURAL CONCRETE

03 45 33 PRECAST PRESTRESSED STRUCTURAL CONCRETE

DIVISION 05 - METALS

05 12 00 STRUCTURAL STEEL

05 30 00 STEEL DECKS

05 40 00 COLD-FORMED METAL FRAMING

05 50 13 MISCELLANEOUS METAL FABRICATIONS

05 51 00 METAL STAIRS

05 51 33 METAL LADDERS

PROJECT TABLE OF CONTENTS Page 1

05 52 00 METAL RAILINGS

05 72 00 DECORATIVE METAL SPECIALTIES

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 20 00 FINISH 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 11 13 BITUMINOUS DAMPPROOFING

07 13 53 ELASTOMERIC SHEET WATERPROOFING

07 21 13 BOARD AND BLOCK INSULATION

07 21 16 MINERAL FIBER BLANKET INSULATION

07 22 00 ROOF AND DECK INSULATION

07 27 10.00 10 BUILDING AIR BARRIER SYSTEM

07 27 19.01 SELF-ADHERING AIR BARRIERS

07 27 26 FLUID-APPLIED MEMBRANE AIR BARRIERS

07 42 13 METAL WALL PANELS

07 52 00 MODIFIED BITUMINOUS MEMBRANE ROOFING

07 60 00 FLASHING AND SHEET METAL

07 72 20 ROOF ACCESSORIES

07 81 00 SPRAY-APPLIED FIREPROOFING

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 11 16 ALUMINUM DOORS AND FRAMES

08 14 00 WOOD DOORS

08 31 00 ACCESS DOORS AND PANELS

08 33 23 OVERHEAD COILING DOORS

08 34 73 SOUND CONTROL DOOR ASSEMBLIES

08 41 13 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS

08 44 00 CURTAIN WALL AND GLAZED ASSEMBLIES

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 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 FLOORING

09 68 00 CARPETING

09 69 13 RIGID GRID ACCESS FLOORING

09 84 20 ACOUSTICAL WOOD WALL PANELS

09 90 00 PAINTS AND COATINGS

09 97 13.15 LOW VOC POLYSULFIDE INTERIOR COATING OF WELDED STEEL

PETROLEUM FUEL TANKS

09 97 13.27 EXTERIOR COATING OF STEEL STRUCTURES

PROJECT TABLE OF CONTENTS Page 2

DIVISION 10 - SPECIALTIES

10 11 00 VISUAL DISPLAY UNITS

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 44 17 HOSE STATIONS

10 51 13 METAL CELL PHONE LOCKERS, DAY USE LOCKERS AND MAILBOXES

10 51 26 PLASTIC LOCKERS AND BENCH TOPS

10 56 13 HEAVY-DUTY STEEL SHELVING

DIVISION 12 - FURNISHINGS

12 24 13 ROLLER WINDOW SHADES

12 48 13 ENTRANCE FLOOR MATS AND FRAMES

12 93 00 SITE FURNISHINGS

DIVISION 13 - SPECIAL CONSTRUCTION

13 48 00 SEISMIC BRACING FOR MISCELLANEOUS EQUIPMENT

DIVISION 14 - CONVEYING EQUIPMENT

14 21 23 ELECTRIC TRACTION PASSENGER ELEVATORS

DIVISION 21 - FIRE SUPPRESSION

21 13 13.00 20 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

21 22 00.00 20 CLEAN AGENT FIRE EXTINGUISHING

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

22 05 48.00 20 MECHANICAL SOUND, VIBRATION, AND SEISMIC CONTROL

22 33 30.00 10 SOLAR WATER HEATING EQUIPMENT

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS

23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

23 05 48.19 BRACING FOR HVAC

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR 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 09 93 SEQUENCES OF OPERATION FOR HVAC CONTROL

23 21 13.00 20 LOW TEMPERATURE WATER (LTW) HEATING SYSTEM

23 25 00 CHEMICAL TREATMENT OF WATER FOR MECHANICAL SYSTEMS

23 64 10 WATER CHILLERS, VAPOR COMPRESSION TYPE

23 64 26 CHILLED, CHILLED-HOT, AND CONDENSER WATER PIPING SYSTEMS

23 81 00.00 20 UNITARY AIR CONDITIONING EQUIPMENT

23 81 23.00 20 COMPUTER ROOM AIR CONDITIONING UNITS

23 82 00.00 20 TERMINAL HEATING UNITS

PROJECT TABLE OF CONTENTS Page 3

DIVISION 25 - INTEGRATED AUTOMATION

25 05 11 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS

25 08 10 UTILITY MONITORING AND CONTROL SYSTEM TESTING

25 08 11.00 20 Risk Management Framework for Facility-Related Control

Systems

25 10 10 UTILITY MONITORING AND CONTROL SYSTEM (UMCS) FRONT END

AND INTEGRATION

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 48.00 10 SEISMIC PROTECTION FOR ELECTRICAL EQUIPMENT

26 08 00 APPARATUS INSPECTION AND TESTING

26 11 16 SECONDARY UNIT SUBSTATIONS

26 13 00 SF6/HIGH-FIREPOINT FLUIDS INSULATED PAD-MOUNTED SWITCHGEAR

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 23 00 LOW-VOLTAGE SWITCHGEAR

26 24 13 SWITCHBOARDS

26 27 14.00 20 ELECTRICITY METERING

26 29 23 VARIABLE FREQUENCY DRIVE SYSTEMS UNDER 600 VOLTS

26 31 00 SOLAR PHOTOVOLTAIC (PV) COMPONENTS

26 32 13.00 20 SINGLE OPERATION GENERATOR SETS

26 33 53.00 20 UNINTERRUPTIBLE POWER SUPPLY (UPS)

26 36 23.00 20 AUTOMATIC TRANSFER SWITCHES

26 41 00 LIGHTNING PROTECTION SYSTEM

26 51 00 INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

27 51 16 PUBLIC ADDRESS SYSTEMS

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 08 10 ELECTRONIC SECURITY SYSTEM ACCEPTANCE TESTING

28 10 05 ELECTRONIC SECURITY SYSTEMS (ESS)

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM

DIVISION 31 - EARTHWORK

31 05 20 GEOSYNTHETIC DRAINAGE LAYER

31 11 00 CLEARING AND GRUBBING

31 23 00.00 20 EXCAVATION AND FILL

31 33 34 WICK DRAIN SYSTEM

DIVISION 32 - EXTERIOR IMPROVEMENTS

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 AND PARKING AREAS

32 13 13.06 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SITE

FACILITIES

32 16 19 CONCRETE CURBS, GUTTERS AND SIDEWALKS

32 17 23 PAVEMENT MARKINGS

32 31 13.53 HIGH-SECURITY CHAIN LINK FENCES AND GATES

PROJECT TABLE OF CONTENTS Page 4

32 92 19 SEEDING

32 93 00 EXTERIOR PLANTS

DIVISION 33 - UTILITIES

33 05 23.13 UTILITY HORIZONTAL DIRECTIONAL DRILLING

33 08 55 FUEL DISTRIBUTION SYSTEM START-UP (NON-HYDRANT)

33 11 00 WATER UTILITY DISTRIBUTION PIPING

33 30 00 SANITARY SEWERAGE

33 32 13.13 SEWAGE LIFT STATIONS, WET WELL TYPE

33 34 00 FORCE MAINS AND INVERTED SIPHONS; SEWER

33 40 00 STORM DRAINAGE UTILITIES

33 52 10 FUEL SYSTEMS PIPING (SERVICE STATION)

33 52 23.15 POL SERVICE PIPING WELDING

33 56 10 FACTORY-FABRICATED FUEL STORAGE TANKS

33 58 00 LEAK DETECTION FOR FUELING SYSTEMS

33 61 14 EXTERIOR BURIED PREINSULATED WATER PIPING

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 5

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.

ASTM INTERNATIONAL (ASTM)

ASTM D2898 (2010; R 2017) Standard Practice for Accelerated Weathering of Fire-Retardant-Treated Wood for Fire Testing

ITALIAN NATIONAL ASSOCIATION FOR THE UNIFICATION OF STANDARDS (UNI)

UNI 699 (2010) Wood screws - Thread and ends.

UNI 3740-1 (1999) Steel fasteners - Technical specifications - Generalities.

UNI 5449 (1971) Wing screws. Iso metric thread.

Finish C.

UNI 9092-1 (1987) Wood preservative treatments.

Pressure impregnation in a closed cylinder. General characteristics of the plants.

UNI 9092-2 (1987) Wood preservative treatment.

Pressure impregnation in a closed cylinder. Determination of the impregnating liquid net retention.

UNI 9811 (1991) Civil engineering works. Expansion anchor bolts. Acceptance criteria.

UNI 11456 (2018) Durability of wood and wood-based products - Penetration and retention requirements of wood preservatives in use classes.

ITALIAN/EUROPEAN HARMONIZATION STANDARDS (UNI EN)(UNI ENV)(CEI

EN)(UNI EN ISO)(UNI ISO)

UNI EN 212 (2004) Wood preservatives - General guidance to sampling and preparation for analysis of wood preservatives and treated timber.

UNI EN 310 (1994) Wood-based panels. Determination of modulus of elasticity in bending and

SECTION 06 10 00 Page 1 bending strength.

UNI EN 313-1 (1997) Plywood. Classification and terminology.Classification.

UNI EN 315 (2002) Plywood - Tolerances for dimensions.

UNI EN 330 (2014) Wood preservatives - Determination of the relative protective effectiveness of a wood preservative for use under a coating and exposed out-of-ground contact

- Field test: L-joint method.

UNI EN 636 (2015) Plywood - Specifications.

UNI EN 1313-1 (2010) Round and sawn timber - Permitted deviations and preferred sizes - Part 1:

Softwood sawn timber.

UNI EN 1380 (2009) Timber structures - Test methods - Load bearing nails, screws, dowels and bolts.

UNI EN 1661 (2000) Hexagon nuts with flange.

UNI EN 16755 (2018) Durability of reaction to fire performance - Classes of fire-retardant treated wood products in interior and exterior end use applications.

UNI EN ISO 4018 (2011) Hexagon head screws - Product grade C.

UNI EN ISO 4032 (2013) Hexagon regular nuts (style 1) - Product grades A and B.

UNI EN ISO 10684 (2005) Fasteners - Hot dip galvanized coatings.

UNI EN ISO 12777-1 (2009) Methods of test for pallet joints - Part 1: Determination of bending resistance of pallet nails, other dowel-type fasteners and staple.

INTERNATIONAL STANDARD ORGANIZATION (ISO)

ISO 14713-2 (2019) Zinc coatings -- Guidelines and recommendations for the protection against corrosion of iron and steel in structures Hot dip galvanizing.

ISO 16814 (2008) Building environment design -- Indoor air quality -- Methods of expressing the quality of indoor air for human occupancy.

ITALIAN LAWS AND NORMS

D.M. 17.01.2018 Technical Standards for Construction.

SECTION 06 10 00 Page 2

EUROPEAN UNION TIMBER REGULATION (EUTR)

Regulation (UE) No.995 (2010) Obligations of operators who place timber and timber products on the market.

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for Contractor Quality Control approval. Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance with Section 01 33 29 SUSTAINABILITY REPORTING.

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-02 Shop Drawings

SD-03 Product Data

Fire-retardant Treatment

SD-05 Design Data

Modifications of Structural Members; G

Design analysis and calculations showing design criteria used to accomplish the applicable analysis.

SD-06 Test Reports

Preservative-treated Lumber and Plywood

SD-07 Certificates

Certified Sustainably Harvested Virgin Lumber; SCertified Sustainably Harvested Plywood for Other Uses; SPreservative Treatment

SECTION 06 10 00 Page 3

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. Store wood I-beams and glue-laminated beams and joists on edge. 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 Feder Legno-Arredo, 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, and grade. 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 by an approved indipendent testing company and UNI EN 330 and permanently marked or branded, by the producer.

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 UNI EN 16755, except pieces that are to be natural or transparent finished. In addition, exterior fire-retardant lumber must be distinguished by a permanent penetrating blue stain.

Labels of a nationally recognized independent testing agency will be accepted as evidence of conformance to the fire-retardant requirements.

SECTION 06 10 00 Page 4

1.5 SIZES AND SURFACING

UNI EN 1313-1 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:

d. Materials other than lumber; moisture content must be in accordance with standard under which the product is produced

1.7 PRESERVATIVE TREATMENT

Treat wood products with waterborne wood preservatives conforming to UNI 11456 and UNI EN 212. Pressure treatment of wood products must conform to the requirements of UNI 9092-1 and UNI 9092-2. Pressure-treated wood products must not contain arsenic, chromium, or other agents classified as carcinogenic, probably carcinogenic, or possibly carcinogenic to humans (compounds in Groups 1, 2A, or 2B) by the International Agency for Research on Cancer (IARC), Lyon, France. Pressure-treated wood products must not exceed the limits of the U.S. EPA's Toxic Characteristic Leaching Procedure (TCLP), and must not be classified as hazardous waste. Submit certification from treating plant stating chemicals and process used and net amount of preservatives retained are in conformance with specified standards. Provide non-copper preservative treatment such as EL2, PTI or SBX,DOT for products in direct contact with sheet metal.

a. 4 kg per cubic meter intended for above ground use.

1.7.1 New Construction

Use a boron-based preservative conforming to UNI 11456 and UNI EN 212, sodium silicate wood mineralization process, or Ammoniacal Copper Quaternary Compound to treat wood. Use boron-based preservatives for above-ground applications only.

SECTION 06 10 00 Page 5

1.8 FIRE-RETARDANT TREATMENT

Fire-retardant treated wood must be pressure treated with fire retardants conforming to UNI EN 16755. Fire retardant treatment of wood products must conform to the requirements of UNI EN 16755. 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. Treated materials to be exposed to rain wetting must be subjected to an accelerated weathering technique in accordance with ASTM D2898 prior to being tested. Such items which will not be inside a building, and such items which will be exposed to heat or high humidity, must receive exterior fire-retardant treatment.

Fire-retardant-treated wood products must be free of halogens, sulfates, ammonium phosphate, and formaldehyde.

1.9 QUALITY ASSURANCE

1.9.1 Data Required

Submit calculations and drawings for all proposed modifications of structural members. Do not proceed with modifications until the submittal has been approved.

1.9.2 Humidity Requirements

Sequence work to minimize use of temporary HVAC to dry out building and control humidity.

1.10 ENVIRONMENTAL REQUIREMENTS

During and immediately after installation of treated wood, engineered wood products, and laminated wood products at interior spaces, provide temporary ventilation.

1.11 CERTIFICATIONS

1.11.1 Certified Sustainably Harvested Wood

Provide wood certified as sustainably harvested by Regulation (UE) No.995, or other third party certified program. 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.

1.11.2 Indoor Air Quality Certifications

Submit required indoor air quality certifications in one submittal package.

1.11.2.1 Adhesives and Sealants

Provide products certified to meet indoor air quality requirements by ISO 16814 (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.

SECTION 06 10 00 Page 6

PART 2 PRODUCTS

2.1 MATERIALS

2.1.1 Virgin Lumber

Lumber fabricated from old growth timber is not permitted. Avoid companies who buy, sell, or use old growth timber in their operations, when possible.

Provide certified sustainably harvested virgin lumber

2.2 LUMBER

2.3 PLYWOOD, STRUCTURAL-USE2.3.1 Other Uses

2.3.1.1 Plywood

UNI EN 310, UNI EN 313-1, UNI EN 315, and UNI EN 636. Provide certified sustainably harvested plywood for other uses.

2.4 OTHER MATERIALS2.4.1 Miscellaneous Wood Members2.4.1.1 Blocking

Blocking must be standard or number 2 grade.

2.5 ROUGH HARDWARE

Unless otherwise indicated or specified, rough hardware must be of the type and size necessary for the project requirements. Sizes, types, and spacing of fastenings of manufactured building materials UST 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 ISO 14713-2. 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.

2.5.1 Bolts, Nuts, Studs, and Rivets

UNI 3740-1, UNI EN 1661, UNI EN ISO 4018 and UNI EN ISO 4032.

2.5.2 Anchor Bolts

UNI 9811, size as indicated, complete with nuts and washers.

2.5.3 Expansion Shields

Except as shown otherwise, maximum size of devices must be 10 mm.

2.5.4 Lag Screws and Lag Bolts

UNI 699, UNI 5449, and UNI 3740-1.

2.5.5 Wood Screws

UNI 699.

SECTION 06 10 00 Page 7

2.5.6 Nails

UNI EN 1380, size and type best suited for purpose. For sheathing and subflooring, length of nails must be sufficient to extend 25 mm into supports. In general, 8-penny or larger nails must be used for nailing through 25 mm thick lumber and for toe nailing 50 mm thick lumber; 16-penny or larger nails must be used for nailing through 50 mm thick lumber. Nails used with treated lumber and sheathing must be hot-dipped galvanized in accordance with UNI EN ISO 10684. Nailing must be in accordance with UNI EN 1380. Where detailed nailing requirements are not specified, nail size and spacing must be sufficient to develop an adequate strength for the connection. The connection's strength must be verified against the nail capacity, UNI EN 1380. Reasonable judgment backed by experience must ensure that the designed connection will not cause the wood to split. If a load situation exceeds a reasonable limit for nails, a specialized connector must be used.

2.5.7 Wire Nails

UNI EN ISO 12777-1.

2.5.8 Metal Framing Anchors

Construct anchors to the configuration shown using hot dip zinc-coated steel conforming to UNI EN ISO 10684. Steel must be not lighter than 18 gage. Special nails supplied by the manufacturer must be used for all nailing.

PART 3 EXECUTION

3.1 INSTALLATION

Do not install building construction materials that show visual evidence of biological growth.

Conform to D.M. 17.01.2018 unless otherwise indicated or specified. 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. Space plastic lumber boards as necessary to allow for lengthwise expansion and contraction. Do not splice framing members between bearing points. Set joists, rafters, and purlins with their crown edge up. Frame members for the passage of pipes, conduits, and ducts.

Provide adequate support as appropriate to the application, climate, and modulus of elasticity of the product. Do not cut or bore structural members for the passage of ducts or pipes without approval. Reinforce all members damaged by such cutting or boring by means of specially formed and approved sheet metal or bar steel shapes, or remove and provide new, as approved. Provide as necessary for the proper completion of the work all framing members not indicated or specified. Spiking and nailing not indicated or specified otherwise must be in accordance with UNI EN 1380;

perform bolting in an approved manner. Spikes, nails, and bolts must be drawn up tight. Install plastic lumber with screws or bolts; if nails are used, use ring shank or spiral shank nails. Use slate or steel shims when leveling joists, beams, and girders on masonry or concrete. Do not use shimming on wood or metal bearings. When joists, beams, and girders are placed on masonry or concrete, a wood base plate must be positioned and leveled with grout. The joist, beam, or girder must then be placed on the plate. When joists, beams, and girders are set into masonry or concrete, a pocket must be formed into the wall. The joist, beam, or girder must then

SECTION 06 10 00 Page 8 be placed into the pocket and leveled with a steel shim.

3.1.1 Plywood and Structural-Use Panel Roof Sheathing

Install with the grain of the outer plies or long dimension at right angles to supports. Stagger end joints and locate over the centerlines of supports. Allow 3 mm spacing at panel ends and 6 mm at panel edges. Nail panels with 8-penny common nails or 6-penny annular rings or screw-type nails spaced 150 mm o.c. at supported edges and 300 mm o.c. at intermediate bearings. Do not use staples in roof sheathing. Where the support spacing exceeds the maximum span for an unsupported edge, provide adequate blocking, tongue-and-groove edges, or panel edge clips.

3.2 WASTE MANAGEMENT OF WOOD PRODUCTS

In accordance with the Waste Management Plan and as specified. Clearly separate damaged wood and other scrap lumber for acceptable alternative uses on site, including bracing, blocking, cripples, ties, and shims.

Separate composite wood from other wood types and recycle or reuse. Fold up metal banding, flatten, and recycle.

Separate treated, stained, painted, and contaminated wood and place in designated area for hazardous materials. Dispose of according to local regulations. Prevent sawdust and wood shavings from entering the storm drainage system. Do not burn scrap lumber that has been pressure treated, or lumber that is less than one year old.

3.3 SCHEDULE

Some metric measurements in this section are based on mathematical conversion of inch-pound measurements. Typical conversion is as shown:

PRODUCTS INCH-POUND Nominal METRIC Conversion

Sawn lumber 2 by 4 38 by 89 mm

1 by 19 mm by

Stud spacing 16 inches 400 mm

If not 48 inches panel 406 mm

Plywood 48 by 96 inches 1200 mm by 2400 mm

-- End of Section --

SECTION 06 10 00 Page 9

SECTION 06 20 00

FINISH 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.

ASTM INTERNATIONAL (ASTM)

ASTM E84 (2018a) Standard Test Method for Surface Burning Characteristics of Building Materials

ASTM C423 (2009a) Sound Absorption adn Sound Absorption Coeddicients by the Reververation Room Method.

ITALIAN NATIONAL ASSOCIATION FOR THE UNIFICATION OF STANDARDS (UNI)

UNI 699 (2010) Wood screws - Thread and ends.

UNI 3740-1 (1999) Steel fasteners - Technical specifications - Generalities.

UNI 9713 (1990) Wood. Technical suitability of wood species for indoor furniture.

ITALIAN/EUROPEAN HARMONIZATION STANDARDS (UNI EN)(UNI ENV)(CEI

EN)(UNI EN ISO)(UNI ISO)

UNI EN 622-5 (2010) Fibreboards - Specifications - Part 5: Requirements for dry process boards

(MDF).

UNI EN 635-2 (1996) Plywood. Classification by surface appearance. Hardwood.

UNI EN 717-1 (2004) Wood-based panels - Determination of formaldehyde release - Part 1:

Formaldehyde emission by the chamber method.

UNI EN 1363-1 (2012) Fire Resistance Tests - Part 1:

General Requirements.

UNI EN 1380 (2009) Timber structures - Test methods - Load bearing nails, screws, dowels and bolts.

UNI EN 1611-1 (2004) Sawn timber - Appearance grading of softwoods - Part 1: European spruces, firs, pines, Douglas fir and larches.

SECTION 06 20 00 Page 1

UNI EN 1661 (2000) Hexagon nuts with flange.

UNI EN 13017-1 (2001) Solid wood panels - Classification by surface appearance - Part 1: Softwood.

UNI EN ISO 4018 (2011) Hexagon head screws - Product grade C.

UNI EN ISO 4032 (2013) Hexagon regular nuts (style 1) - Product grades A and B.

UNI EN ISO 11890-2 (2013) Paints and varnishes - Determination of volatile organic compound (VOC) content - Part 2:

Gas-chromatographic method.

UNI EN ISO 12354-3 (2017) Building Acoustics - Estimation of Acoustic Performance of Buildings from the Performance of Elements - Part 3: Airborne Sound Insulation Against Outdoor Sound.

INTERNATIONAL STANDARD ORGANIZATION (ISO)

ISO 2426-2 (2000) Plywood -- Classification by surface appearance Hardwood.

ISO 2426-3 (2000) Plywood -- Classification by surface appearance Softwood.

ISO 12460-1 (2007) Wood-based panels -- Determination of formaldehyde release Formaldehyde emission by the 1-cubic-metre chamber method.

ISO 16814 (2008) Building environment design -- Indoor air quality -- Methods of expressing the quality of indoor air for human occupancy.

ITALIAN LAWS AND NORMS

D.M. 16.02.2007 Fire Resistance Classification of Products and Construction Elements for Constructions.

EUROPEAN UNION TIMBER REGULATION (EUTR)

Regulation (UE) No.995 (2010) Obligations of operators who place timber and timber products on the market.

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for Contractor Quality Control approval. Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance with Section 01 33 29 SUSTAINABILITY REPORTING.

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SECTION 06 20 00 Page 2

SD-02 Shop Drawings

Detail Drawings Indicating All Wood Assemblies;

SD-03 Product Data

Wood Products; G

Treated Wood Products; G

Hardware and Accessories; G

Recycled Content for MDF/Particleboard; S

Wood Veneer Wall Panel System; G

SD-04 Samples

Samples; G

Wood Wall Panel Veneer; G

SD-07 Certificates

Certificates of Grade; G

Certified Sustainably Harvested Hardwood Plywood; S

Indoor Air Quality for Hardwood Plywood; S

Indoor Air Quality for MDF and Particleboard; S

Indoor Air Quality for Non-aerosol Adhesives; SIndoor Air Quality for Aerosol Adhesives; S1.3 DETAIL DRAWINGS

Submit detail drawings indicating all wood assemblies proposed for use in the project. Indicate materials, species, grade, density, grain, finish details of construction, location of use in the project, finishes, types, method and arrangement of fasteners, and installation details. This includes all fabricated assemblies.

1.4 PRODUCT DATA

Submit Manufacturers printed data including proposed species, grade, density grain, and finish as applicable; sufficient to demonstrate compliance with this specification for each type of wood product specified. For treated wood products also provide documentation of environmentally safe preservatives for each type of wood product specified.

Provide Manufacturers printed data for hardware and all wood accessories

SECTION 06 20 00 Page 3 including but not limited to edge banding, adhesives, and sealers.

1.5 SAMPLES

Samples indicating proposed species, grade, density grain, and finish for each type of wood product specified. Provide samples of sufficient size to show pattern and color ranges of proposed products.

1.6 DELIVERY, STORAGE, AND HANDLING

Deliver wood products to the jobsite in an undamaged condition. Stack materials to ensure ventilation and drainage. Protect against dampness before and after delivery. Store materials under cover in a well ventilated enclosure and protect against extreme changes in temperature and humidity. Keep materials wrapped and separated from off-gassing materials (such as drying paints and adhesives). Do not use materials that have visible moisture or biological growth. Do not store products in building until wet trade materials are dry and humidity of the space is within wood manufacturer's tolerance limits for storage.

1.7 QUALITY ASSURANCE

1.7.1 Certifications

1.7.1.1 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.

1.7.1.2 Certified Sustainably Harvested Wood

Provide wood certified as sustainably harvested by Regulation (UE) No.995, or other third party certified program. 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.

1.7.1.3 Indoor Air Quality Certifications

1.7.1.3.1 Adhesives and Sealants

Provide products certified to meet indoor air quality requirements by ISO 16814 (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.

1.7.1.3.2 Composite Wood Products

For purposes of this specification, composite wood products include hardwood plywood, particleboard, medium density fiberboard (MDF), panel substrates, and door cores. Provide products certified to meet requirements of both UNI EN 717-1 and ISO 12460-1. Provide current product certification documentation from certification body.

SECTION 06 20 00 Page 4

1.7.2 Plywood

Provide each sheet of plywood with the mark of a recognized association or independent inspection agency that maintains continuing control over the quality of the plywood. Marks must identify plywood by species group or span rating, exposure durability classification, and grade.

1.7.3 Hardboard and Particleboard

Provide materials marks or written documentation identifying the producer and the applicable standard.

1.7.4 Fire-Retardant Treated Lumber

Each piece must bear an Underwriters Laboratories fire resistance label or comparable label of another nationally recognized independent fire retardant materials testing laboratory.

PART 2 PRODUCTS

2.1 WOOD PRODUCTS

2.1.1 Sizes and Patterns of Wood Products

Provide yard and board lumber sizes in accordance with UNI EN 13017-1, and UNI EN 1611-1. Provide shaped lumber and millwork in the patterns indicated and in standard patterns of the association covering the species. Size references, unless otherwise specified, are nominal sizes.

Provide actual sizes within manufacturing tolerances allowed by the applicable standard.

2.1.2 Species and Grades

Provide in accordance with UNI 9713 Use Category System Tables unless otherwise specified herein.

2.1.3 Trim, Finish, and Frames

Provide species and grades listed in UNI 9713 for wood materials that must be painted. For materials that must be stained, have a natural, or a transparent finish, provide materials one grade higher. Provide trim, except window stools and aprons with hollow backs.

2.1.4 Softwood Plywood

Provide in accordance with ISO 2426-3, and UNI EN 635-3. When located on the interior of buildings, provide products with no added urea-formaldehyde resins.

a. Plywood for Countertops: Exterior type, A-C Grade.

SECTION 06 20 00 Page 5

2.1.5 Hardwood Plywood

ISO 2426-2, and UNI EN 635-2, Type II (Interior) III (Interior), Premium (A) Grade, [hardwood veneer core construction,] [lumber core construction,] face veneers of thickness indicated. Provide certified sustainably harvested hardwood plywood. When located on the interior of buildings, provide products with no added urea-formaldehyde resins. For products located on the interior of the building (inside of the weatherproofing system), provide certification of indoor air quality for hardwood plywood.

2.1.6 Medium Density Fiberboard (MDF) and Particleboard

UNI EN 622-5, Grade 1-M-2 or 2-M-2 or better. For products located on the interior of the building (inside of the weatherproofing system), provide certification of indoor air quality for MDF and particleboard.

Provide products with 80 percent total recovered materials content.

Provide data identifying percentage of recycled content for MDF/particleboard.

2.1.7 Stairs

Treads 32 mm thickness, clear red or white oak. Risers 19 mm nominal finish lumber.

2.2 WOOD VENEER WALL PANEL SYSTEM

Provide a manufactured wall panel system with manufactured metal clip and anchorage system to interior wall partitions.

Panels consists fire retardant particleboard core with hardwood veneer on exposed surfaces and edges.

a. Panel Thickness: Minimum 19 mm

b. Fire Resistance: ASTM E84 Class A, Flame Spread Index: 25 or less, Smoke Developed Index: 50 or less. D.M. 16.02.2007 and

UNI EN 1363-1.

c.Wood wall panel veneer:veneer wood species, veneer cut, veneer finish: Match ceiling wood panels

d. Panel Perforation:

e. Panel Sizes: See drawings

Provide concealed metal spline or clip system from wood veneer wall panel manufacturer.

Noise Reduction Coefficient (NRC):ASTM C423, minimum 0.50.

UNI EN ISO 12354-3.

2.3 HARDWARE AND ACCESSORIES

Provide sizes, types, and spacing of hardware and accessories as recommended in writing by the wood product manufacturer, except as otherwise specified.

2.3.1 Wood Screws

UNI 699.

SECTION 06 20 00 Page 6

2.3.2 Bolts, Nuts, Lag Screws, and Studs

UNI 3740-1, UNI EN 1661, UNI EN ISO 4018, and UNI EN ISO 4032.

2.3.3 Nails

Use nails of a size and type best suited for each application and in accordance with UNI EN 1380. Use hot-dipped galvanized or aluminum nails for exterior applications. For siding, provide nails of sufficient length to extend 40 mm into supports, including wood sheathing over framing.

Where nailing is impractical, provide screws of a size and type best suited for each application.

2.4 FABRICATION

2.4.1 Quality Standards (QS)

2.4.1.1 Grades

The terms "Premium," "Custom," and "Economy" refer to the quality grades defined in AWI AWS. Provide items not otherwise specified in a specific grade as "Custom" grade.

2.4.1.2 Adhesives

Select adhesives for durability and permanent bonding. Address factors such as materials that must be bonded, expansion and contraction, bond strength, fire rating, moisture resistance, and manufacturer's recommendations.

Provide non-aerosol adhesive products used on the interior of the building (defined as inside of the weatherproofing system) meeting either emissions requirements of UNI EN ISO 11890-2 (limit requirements for office or classroom spaces regardless of space type) or VOC content requirements of UNI EN ISO 11890-2. Provide aerosol adhesives used on the interior of the building meeting either emissions requirements of UNI EN ISO 11890-2 (limit requirements for either office or classroom spaces regardless of space type) or VOC content requirements of UNI EN ISO 11890-2. Provide certification or validation of indoor air quality for non-aerosol adhesives applied on the interior of the building (inside of the weatherproofing system). Provide certification or validation of indoor air quality for aerosol adhesives used on the interior of the building.

PART 3 EXECUTION

Do not install building construction materials that show visual evidence of biological growth.

3.1 FINISH WORK

Apply primer to finish work before installing. Where practicable, shop assemble and finish millwork items. Construct joints tight and in a manner to conceal shrinkage but to avoid cupping, twisting and warping after installation. Miter trim and mouldings at exterior angles; cope at interior angles and at returns. Provide millwork and trim in maximum practical lengths. Fasten finish work with finish nails. Provide blind nailing where practicable. Set face nails for putty stopping.

SECTION 06 20 00 Page 7

3.2 WOOD VENEER WALL PANEL SYSTEM

Do not proceed with wall panel installation until interior painting has been completed and dried. Panels must acclimated to conditioned space where prior to installation. Condition space must have relative humidity no lower than 25 percent and no higher than 55 percent, with temperatures not below 10 degree Celsius and no greater than 30 degree Celsius. Install concealed spline or clip attachments per manufacturer instructions.

SECTION 06 20 00 Page 8

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.

ARCHITECTURAL WOODWORK INSTITUTE (AWI)

AWI AWS (2nd Edition) Architectural Woodwork Standards

BUILDERS HARDWARE MANUFACTURERS ASSOCIATION (BHMA)

ANSI/BHMA A156.9 (2015) Cabinet Hardware

SCIENTIFIC CERTIFICATION SYSTEMS (SCS)

SCS SCS Global Services (SCS) Indoor Advantage

UL ENVIRONMENT (ULE)

ULE Greenguard UL Greenguard Certification Program

INTERNATIONAL STANDARD ORGANIZATION (ISO)

ISO 14021 (2016) Environmental labels and declarations - Self-declared environmental claims (Type 2 environmental labelling).

ISO 14024 (2018) Environmental labels and declarations - Type 1 environmental labelling - Principles and procedures.

ISO 14025 (2010) Environmental labels and declarations - Type 3 environmental declarations - Principles and procedures.

ITALIAN/EUROPEAN HARMONIZATION STANDARDS (UNI EN)(UNI ENV)(CEI

EN)(UNI EN ISO)(UNI ISO)

UNI EN 205 (2016) Adhesives - Wood adhesives for non-structural applications - Determination of tensile shear strength of lap joints.

UNI EN 438-1 (2016) High-pressure decorative laminates (HPL) - Sheets based on thermosetting resins (usually called laminates) - Part 1: Introduction and general information.

SECTION 06 41 16.00 10 Page 1

UNI EN 438-2 (2019) High-pressure decorative laminates (HPL) - Sheets based on thermosetting resins (usually called laminates) - Part 2: Determination of properties.

UNI EN 438-9 (2018) High-pressure decorative laminates (HPL) - Sheets based on thermosetting resins (usually called laminates) - Part 9: Classification and specifications for alternative core laminates.

UNI EN 635-2 (1996) Plywood. Classification by surface appearance. Hardwood.

UNI EN 635-3 (1996) Plywood. Classification by surface appearance. Softwood.

UNI EN 15570 (2008) Hardware for furniture - Strength and durability of hinges and their components - Hinges pivoting.

UNI ISO 1891 (2014) Fasteners. Terminology.

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 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 SUSTAINABILITY REPORTING for project low-emitting materials, recycled content, certified wood LEED documentation requirements.

1.4 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for Contractor Quality Control approval. Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance to Section 01 33 29 SUSTAINABILITY REPORTING.

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-02 Shop Drawings

Shop Drawings Installation

SD-03 Product Data

Wood Materials

SECTION 06 41 16.00 10 Page 2

Wood Finishes Finish Schedule Certification

SD-04 Samples

Plastic Laminates Cabinet Hardware

SD-07 Certificates

Quality Assurance Laminate Clad Casework

SD-11 Closeout Submittals

LEED Documentation

1.5 QUALITY ASSURANCE

1.5.1 General Requirements

FLA Deder Legno Arredo. Unless otherwise noted on the drawings, all materials, construction methods, and fabrication shall conform to and comply with the premium grade quality standards as outlined in AWI AWS, 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 AWI AWS requirements, in general, and the specific AWI AWS 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 Mock-ups

Prior to final approval of shop drawings, provide a full-size mock-up of a typical vanity floor cabinet wall cabinet , including all components and hardware necessary to illustrate a completed unit with a minimum of one door and one drawer assembly. The completed mock-up shall include countertops and back splashes where specified. The mock-up shall utilize specified finishes in the patterns and colors as indicated . Upon disapproval, rework or remake the mock-up until approval is secured.

Remove rejected units from the jobsite. Approved mock-up may remain as part of the finished work. Submit shop drawings showing all fabricated casework items in plan view, elevations and cross-sections to accurately indicate materials used, details of construction, dimensions, methods of fastening and erection, and installation methods proposed. Shop drawing casework items shall be clearly cross-referenced to casework items located on the project drawings. Shop drawings shall include a color schedule of all casework items to include all countertop, exposed, and semi-exposed cabinet finishes to include finish material manufacturer, pattern, and color.

SECTION 06 41 16.00 10 Page 3

1.5.3 Sustainable Design Certification

ISO 14024, ISO 14021, ISO 14025. Product shall be third party certified in accordance with ULE Greenguard Gold, SCS Scientific Certification Systems Indoor Advantage Gold 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 19 mm hardwood.

b. Standing or running trim casework components, which are specified to receive a transparent finish, shall be hardwood species, plain sawn.

AWI grade shall be premium . Location, shape, and dimensions shall be as indicated on the drawings.

2.1.2 Panel Products

2.1.2.1 Plywood

UNI EN 635-2 and UNI EN 635-3. All plywood panels used for framing purposes shall be veneer core hardwood plywood, AWI AWS Grade AA. Nominal thickness of plywood panels shall be as indicated in this specification and on the drawings.

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 UNI EN 438-1, UNI EN 438-2 and UNI EN 438-9 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 120 by 170 mm in size.

Plastic laminate types and nominal minimum thicknesses for casework components shall be as indicated in the following paragraphs.

SECTION 06 41 16.00 10 Page 4

2.3.1 Horizontal General Purpose Standard (HGS) Grade

Horizontal general purpose standard grade plastic laminate shall be 1.22 mm (plus or minus 0.127 mm) 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 0.71 mm (plus or minus 0.012 mm) 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 0.51 mm 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

0.51 mm. 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 EDGE BANDING

Edge banding for casework doors and drawer fronts shall be PVC vinyl and shall be 3 mm thick. Material width shall be 23.8 mm . Color and pattern shall match exposed door and drawer front laminate pattern and color .

2.5 CABINET HARDWARE

Submit one sample of each cabinet hardware item specified to include hinges, pulls, drawer glides, and grommets.