Kenai Courthouse Expansion 2007 Section 06100 Rough Carpentry SECTION 06100 - ROUGH CARPENTRY PART 1 GENERAL 1.01 SECTION INCLUDES A. Structural wall framing. B. Preservative treated wood materials. C. Miscellaneous framing and sheathing. D. Concealed wood blocking, nailers, and supports. E. Miscellaneous wood nailers, furring, and grounds. F. Blocking and replacement framing for new windows. 1.02 RELATED SECTIONS A. Section 08520: Window openings to receive wood blocking. 1.03 REFERENCES A. AFPA T10 - Wood Frame Construction Manual; American Forest and Paper Association; 2001. B. ASTM A 153/A 153M - Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware; 2005. C. AWPA C2 - Lumber, Timber, Bridge Ties and Mine Ties -- Preservative Treatment by Pressure Processes; American Wood-Preservers' Association; 2002. D. AWPA U1 - Use Category System: User Specification for Treated Wood; American Wood-Preservers' Association; 2006. E. PS 1 - Construction and Industrial Plywood; National Institute of Standards and Technology (Department of Commerce); 1995. F. PS 20 - American Softwood Lumber Standard; National Institute of Standards and Technology (Department of Commerce); 2005. G. WWPA G-5 - Western Lumber Grading Rules; Western Wood Products Association; 2005. 1.04 QUALITY ASSURANCE A. Lumber: Comply with PS 20 and approved grading rules and inspection agencies. 1. Acceptable Lumber Inspection Agencies: WWPA. B. Preservative-Treated Wood: Provide lumber and plywood marked or stamped by an ALSC-accredited testing agency, certifying level and type of treatment in accordance with AWPA standards. PART 2 PRODUCTS 2.01 GENERAL REQUIREMENTS A. Dimension Lumber: Comply with PS 20 and requirements of specified grading agencies. 1. If no species is specified, provide any species graded by the agency specified; if no grading agency is specified, provide lumber graded by any grading agency meeting the specified requirements. 2. Grading Agency: Any grading agency whose rules are approved by the Board of Review, American Lumber Standard Committee (www.alsc.org) and who provides grading service for the species and grade specified; provide lumber stamped with grade mark unless otherwise indicated. B. Lumber fabricated from old growth timber is not permitted. 2.02 DIMENSION LUMBER FOR CONCEALED APPLICATIONS A. Grading Agency: Western Wood Products Association (WWPA). ACS - 6/20/07 06100-1
Kenai Courthouse Expansion 2007 Section 06100 Rough Carpentry B. Sizes: Nominal sizes as indicated on drawings, S4S. C. Moisture Content: S-dry or MC19. D. Stud Framing (2 x 2 through 2 x 6 ): 1. Species: Douglas Fir-Larch. 2. Grade: No. 2. E. Miscellaneous Framing, Blocking, Nailers, Grounds, and Furring: 1. Lumber: S4S, No. 2 or Standard Grade. 2. Boards: Standard or No. 3. F. Miscellaneous Blocking, Furring, and Nailers: 1. Lumber: S4S, No. 2 or Standard Grade. 2.03 CONSTRUCTION PANELS A. Plywood 1 1/8": APA Rated Sturd-I-Floor. 1. Exposure Class: Exterior. 2. Span Rating: 16 inches. 3. Thickness: 1-1/8 inches, nominal. 4. Edges: Square. B. Wall Sheathing: Plywood, PS 1, Grade C-C, Exterior Exposure. 2.04 ACCESSORIES A. Fasteners and Anchors: 1. Metal and Finish: Hot-dipped galvanized steel per ASTM A 153/A 153M for high humidity and preservative-treated wood locations, unfinished steel elsewhere. B. Sill Gasket on Top of Foundation Wall: 1/4 inch thick, plate width, closed cell plastic foam from continuous rolls. C. Building Paper: Grade D No. 15 asphalt felt. 2.05 FACTORY WOOD TREATMENT A. Treated Lumber and Plywood: Comply with requirements of AWPA U1 - Use Category System for wood treatments determined by use categories, expected service conditions, and specific applications. 1. Preservative-Treated Wood: Provide lumber and plywood marked or stamped by an ALSCaccredited testing agency, certifying level and type of treatment in accordance with AWPA standards. B. Preservative Treatment: C. Preservative Pressure Treatment of Lumber Above Grade: AWPA Use Category UC3B, Commodity Specification A (Treatment C2) using waterborne preservative to 0.25 lb/cu ft retention. 1. Kiln dry lumber after treatment to maximum moisture content of 19 percent. 2. Treat lumber in contact with flashing or waterproofing. 3. Treat lumber in contact with masonry or concrete. 4. Treat lumber less than 18 inches above grade. PART 3 EXECUTION 3.01 INSTALLATION - GENERAL A. Select material sizes to minimize waste. ACS - 6/20/07 06100-2
Kenai Courthouse Expansion 2007 Section 06100 Rough Carpentry B. Reuse scrap to the greatest extent possible; clearly separate scrap for use on site as accessory components, including: shims, bracing, and blocking. C. Where treated wood is used on interior, provide temporary ventilation during and immediately after installation sufficient to remove indoor air contaminants. 3.02 FRAMING INSTALLATION A. Set structural members level, plumb, and true to line. Discard pieces with defects that would lower required strength or result in unacceptable appearance of exposed members. B. Make provisions for temporary construction loads, and provide temporary bracing sufficient to maintain structure in true alignment and safe condition until completion of erection and installation of permanent bracing. C. Install structural members full length without splices unless otherwise specifically detailed. D. Comply with member sizes, spacing, and configurations indicated, and fastener size and spacing indicated, but not less than required by applicable codes and AFPA Wood Frame Construction Manual. 3.03 BLOCKING, NAILERS, AND SUPPORTS A. Provide framing and blocking members as indicated or as required to support finishes, fixtures, specialty items, and trim. 3.04 INSTALLATION OF ACCESSORIES AND MISCELLANEOUS WOOD A. Place sill gasket directly on sill flashing. Puncture gasket cleanly and fit tightly to protruding foundation anchor bolts. 3.05 INSTALLATION OF CONSTRUCTION PANELS A. Wall Sheathing: Secure with long dimension perpendicular to wall studs, with ends over firm bearing and staggered, using nails, screws, or staples. 3.06 TOLERANCES A. Framing Members: 1/4 inch from true position, maximum. B. Variation from Plane (Other than Floors): 1/4 inch in 10 feet maximum, and 1/4 inch in 30 feet maximum. END OF SECTION ACS - 6/20/07 06100-3
Kenai Courthouse Expansion 2007 Section 06200 Finish Carpentry SECTION 06200 - FINISH CARPENTRY PART 1 GENERAL 1.01 SECTION INCLUDES A. Finish carpentry items. 1.02 RELATED SECTIONS A. Section 09900 - Paints and Coatings: Painting and finishing of finish carpentry items. 1.03 REFERENCES A. AWI/AWMAC (QSI) - Architectural Woodwork Quality Standards Illustrated; Architectural Woodwork Institute and Architectural Woodwork Manufacturers Association of Canada; 2006, 8th Ed., Version 2.0. 1.04 SUBMITTALS A. Shop Drawings: Indicate materials, component profiles, fastening methods, jointing details, accessories, to a minimum scale of 1-1/2 inch to 1 ft. B. Samples: Submit two samples of finish plywood, 6 X 6 inch in size illustrating wood grain and specified finish. C. Samples: Submit two samples of wood trim 6 inches long. 1.05 QUALITY ASSURANCE A. Perform work in accordance with AWI Architectural Woodwork Quality Standards Illustrated, Custom grade. PART 2 PRODUCTS 2.01 LUMBER MATERIALS INTERIOR TRIM A. Hardwood Lumber: Maple species,, maximum moisture content of 6 percent; with vertical grain, of quality suitable for transparent finish. 1. Wood Handrails: 1.5 diameter maple. (Add. #2) 2.02 SHEET MATERIALS A. Prefinished Paneling: Maple face species, Plain Sliced cut, Tangential grain,; 3/16 inch thick, finished as satin. 2.03 FASTENERS A. Fasteners: Of size and type to suit application; steel finish in concealed locations and hot dipped galvinized finish in exposed locations. 2.04 ACCESSORIES A. Wood Filler: Solvent base, tinted to match surface finish color. B. Chair Rail Spacer: ½ outside diameter natural anodized aluminum tube. (Add. #2) 2.05 FABRICATION A. Shop assemble work for delivery to site, permitting passage through building openings. B. When necessary to cut and fit on site, provide materials with ample allowance for cutting. Provide trim for scribing and site cutting. 2.06 SHOP FINISHING A. Apply wood filler in exposed nail and screw indentations. ACS - 6/20/07 06200-1 CONFORMED W/ADDENDUM #2
Kenai Courthouse Expansion 2007 Section 06200 Finish Carpentry B. Finish work in accordance with AWI Architectural Woodwork Quality Standards Illustrated, Section 1500: PART 3 EXECUTION 3.01 EXAMINATION A. Verify adequacy of backing and support framing. 3.02 INSTALLATION A. Set and secure materials and components in place, plumb and level. B. Carefully scribe work abutting other components, with maximum gaps of 1/32 inch. Do not use additional overlay trim to conceal larger gaps. C. Install prefinished paneling with nails at 8 inch on center. 3.03 ERECTION TOLERANCES A. Maximum Variation from True Position: 1/16 inch. B. Maximum Offset from True Alignment with Abutting Materials: 1/32 inch. END OF SECTION ACS - 6/20/07 06200-2 CONFORMED W/ADDENDUM #2
Kenai Courthouse Expansion 2007 Section 06410 Custom Cabinets SECTION 06410 - CUSTOM CABINETS PART 1 GENERAL 1.01 SECTION INCLUDES A. Specially fabricated cabinet units. B. Countertops. C. Cabinet hardware. D. Anti-ballistic fabric E. Factory finishing. F. Preparation for installing electrical and communication raceways and boxes. 1.02 REFERENCES A. ANSI A208.1 - American National Standard for Particleboard; 1999. B. ANSI A208.2 - American National Standard for Medium Density Fiberboard for Interior Use; 2002. C. AWI/AWMAC (QSI) - Architectural Woodwork Quality Standards Illustrated; Architectural Woodwork Institute and Architectural Woodwork Manufacturers Association of Canada; 2006, 8th Ed., Version 2.0. D. BHMA A156.9 - American National Standard for Cabinet Hardware; Builders Hardware Manufacturers Association; 2003 (ANSI/BHMA A156.9). E. HPVA HP-1 - American National Standard for Hardwood and Decorative Plywood; Hardwood Plywood & Veneer Association; 2004 (ANSI/HPVA HP-1). F. NEMA LD 3 - High-Pressure Decorative Laminates; National Electrical Manufacturers Association; 2005. G. NHLA G-101 - Rules for the Measurement & Inspection of Hardwood & Cypress; National Hardwood Lumber Association; 2003. H. PS 1 - Construction and Industrial Plywood; National Institute of Standards and Technology (Department of Commerce); 1995. 1.03 SUBMITTALS A. See Section 01300 for submittal procedures. B. Shop Drawings: Indicate materials, component profiles and elevations, assembly methods, joint details, fastening methods, accessory listings, hardware location and schedule of finishes. C. Product Data: Provide data for hardware accessories. D. Samples: Submit actual samples of architectural cabinet construction, minimum 12 inches square, illustrating proposed cabinet and countertop substrate and finish. 1.04 QUALITY ASSURANCE A. Perform work in accordance with AWI/AWMAC Architectural Woodwork Quality Standards Illustrated, Custom quality, unless other quality is indicated for specific items. B. Perform cabinet construction in accordance with AWI/AWMAC Architectural Woodwork Quality Standards Illustrated, Custom quality, unless other quality is indicated for specific items. C. Manufacturer Qualifications: Company specializing in manufacturing the products specified in this section with minimum three years of documented experience. 1.05 MOCK-UP A. Provide mock-up of typical base cabinet and wall cabinet, including hardware, and finishes. ACS - 6/20/07 06410-1 CONFORMED W/ADDENDUM #1
Kenai Courthouse Expansion 2007 Section 06410 Custom Cabinets 1.06 DELIVERY, STORAGE, AND PROTECTION A. Protect units from moisture damage. PART 2 PRODUCTS 2.01 LUMBER MATERIALS A. Hardwood Lumber: NHLA; Graded in accordance with AWI/AWMAC Architectural Woodwork Quality Standards Illustrated, Grade III/Economy; average moisture content of 4-9 percent; species as follows: 1. Exposed Surfaces: Species Maple. 2. Semi-Exposed Surfaces: Species Maple. 2.02 PANEL MATERIALS A. Exposed Surfaces: APA A-A Grade, quarter-cut maple face veneer, Interior rated adhesives, core of medium density fiberboard, thickness as indicated. 1. Semi-Exposed Surfaces: NIST PS 1; APA A-B Grade, rotary cut maple face veneer, Interior rated adhesives, core of particleboard, medium density fiberboard, or engineered combination, thickness as indicated. B. Hardwood Faced Plywood: HPVA HP-1; graded in accordance with AWI/AWMAC Architectural Woodwork Quality Standards Illustrated, core of veneer; type of glue recommended for specific application; thickness as required; face veneer as follows: 1. Exposed Surfaces: Grade A, Maple, plain sliced, slip-matched. 2. Semi-Exposed Surfaces: Grade A, Maple, rotary cut, random-matched. C. Particleboard: ANSI A208.1; medium density industrial type as specified in AWI/AWMAC Architectural Woodwork Quality Standards Illustrated, composed of wood chips bonded with moisture resistant adhesive under heat and pressure; sanded faces; thickness as required; use for components indicated on drawings. D. Medium Density Fiberboard (MDF): ANSI A208.2; type as specified in AWI/AWMAC Architectural Woodwork Quality Standards Illustrated; composed of wood fibers pressure bonded with moisture resistant adhesive to suit application; sanded faces; thickness as required. 1. Use for painted components and concealed components. 2. Use as backing for plastic laminate unless otherwise indicated. E. Hardwood Edgebanding: Use solid hardwood edgebanding matching species, color, grain, and grade for exposed portions of cabinetry. 2.03 LAMINATE MATERIALS A. Manufacturers: 1. Formica Corporation: www.formica.com. 2. Panolam Industries International, Inc\Nevamar: www.nevamar.com. 3. Wilsonart International, Inc: www.wilsonart.com. 4. Substitutions: See Section 01300. B. High Pressure Decorative Laminate (HPDL): NEMA LD 3, types as recommended for specific applications and as follows: 1. Horizontal Surfaces: HGS, 0.048 inch nominal thickness, through color, colors as scheduled, finish as scheduled. 2. Post-Formed Horizontal Surfaces: HGP, 0.039 inch nominal thickness, through color, colors as scheduled, finish as scheduled. 2.04 COUNTERTOPS A. Plastic Laminate Countertops: Medium density fiberboard substrate covered with HPDL, post-formed, with coved integral backsplash. 2.05 ANTI-BALLISTIC FABRIC A. Rigid Fibrglass reinforced plastic; Armortex, Wearing Williams Company;Shot Gard, North American Bulet Proof, or approved substitution ACS - 6/20/07 06410-2 CONFORMED W/ADDENDUM #1
Kenai Courthouse Expansion 2007 Section 06410 Custom Cabinets B. 7/16" thickness; minimum ballistic resistance performance:.44 magnum. 2.06 ACCESSORIES A. Plastic Edge Banding: Extruded PVC, flat shaped; smooth finish; self locking serrated tongue; of width to match component thickness. B. Aluminum Reveals: Extruded flat shape; smooth surface finish; see drawings for profiles and locations match component thickness; natural mill finish. 1. Gordon Interior Specialties, Final Forms II tirms or approved substitutions C. Fasteners: Size and type to suit application. D. Bolts, Nuts, Washers, Lags, Pins, and Screws: Of size and type to suit application; galvanized or chrome-plated finish in concealed locations and stainless steel, or chrome-plated finish in exposed locations. E. Concealed Joint Fasteners: Threaded steel. F. Grommets: Standard painted metal grommets for cut-outs, in color to blend with adjacent surface. 2.07 HARDWARE A. Hardware: BHMA A156.9, types as indicated for quality grade specified. B. Adjustable Shelf Supports: Standard side-mounted system using recessed metal shelf standards, multiple holes for pin supports and coordinated self rests, polished chrome finish, for nominal 1 inch spacing adjustments. C. Drawer and Door Pulls: "U" shaped pull, aluminum with satin finish, 4 inch centers. D. Cabinet Locks: Keyed cylinder, two keys per lock, master keyed, steel with satin finish. See 08710 Door Hardware. E. Catches: Magnetic. F. Drawer Slides: 1. Type: Standard extension. 2. Static Load Capacity: Commercial grade. 3. Mounting: Side mounted. 4. Stops: Integral type. 5. Features: Provide self closing/stay closed type. G. Hinges: Butt type, BHMA No., (Add. #1) steel with satin finish. H. Molded pre formed pencil drawers with metal roller extensions I. Flat Panel Display Arm with visor, glass, and trim ring and Keyboard Drawer 1. Manufacturers: a. NOVA; Product: FPA-0-1821-24: www.novasolutions.com b. Substitutions: See Section 01300. 2.08 FINISHING MATERIALS A. Stain, Varnish and Finishing Materials: As specified in Section 09900. 2.09 FABRICATION A. Cabinet Style: Flush overlay. B. Cabinet Doors and Drawer Fronts: Flush style. C. Drawer Construction Technique: Dovetail joints. D. Assembly: Shop assemble cabinets for delivery to site in units easily handled and to permit passage through building openings. E. Edging: Fit shelves, doors, and exposed edges with specified edging. Do not use more than one piece for any single length. ACS - 6/20/07 06410-3 CONFORMED W/ADDENDUM #1
Kenai Courthouse Expansion 2007 Section 06410 Custom Cabinets F. Fitting: When necessary to cut and fit on site, provide materials with ample allowance for cutting. Provide matching trim for scribing and site cutting. G. Plastic Laminate: Apply plastic laminate finish in full uninterrupted sheets consistent with manufactured sizes. Fit corners and joints hairline; secure with concealed fasteners. Locate counter butt joints minimum 2 feet from sink cut-outs. H. Anti-Ballistic Fabric: Install according to manufacturers recomendations for concealed installation, to acheive protection performance specified, at locations indicated in drawings to continuously protect front and side of judge and clerk casework from floor to bottom of desk surface. 2.10 FACTORY FINISHING A. Finish work in accordance with AWI/AWMAC Architectural Woodwork Quality Standards Illustrated, Section 1500, Precatalyzed Lacquer, Transparent. PART 3 EXECUTION 3.01 EXAMINATION A. Verify adequacy of backing and support framing. B. Verify location and sizes of utility rough-in associated with work of this section. 3.02 INSTALLATION A. Set and secure custom cabinets in place, assuring that they are rigid, plumb, and level. B. Use fixture attachments in concealed locations for wall mounted components. C. Use concealed joint fasteners to align and secure adjoining cabinet units. D. Carefully scribe casework abutting other components, with maximum gaps of 1/32 inch. Do not use additional overlay trim for this purpose. E. Secure cabinets to floor using appropriate angles and anchorages. F. Countersink anchorage devices at exposed locations. Conceal with solid wood plugs of species to match surrounding wood; finish flush with surrounding surfaces. 3.03 ADJUSTING A. Test installed work for rigidity and ability to support loads. B. Adjust moving or operating parts to function smoothly and correctly. 3.04 CLEANING A. Clean casework, counters, shelves, hardware, fittings, and fixtures. END OF SECTION ACS - 6/20/07 06410-4 CONFORMED W/ADDENDUM #1
Kenai Courthouse Expansion 2007 Section 06610 Glass Fiber and Resin Fabrications SECTION 06610 - GLASS FIBER AND RESIN FABRICATIONS PART 1 GENERAL 1.01 SECTION INCLUDES A. Glass fiber reinforced, resin fabrications. 1.02 REFERENCES A. FM P7825 - Approval Guide; Factory Mutual Research Corporation; current edition. B. UL (BMD) - Building Materials Directory; Underwriters Laboratories Inc.; current edition. 1.03 SUBMITTALS A. See Section 01300 - Administrative Requirements, for submittal procedures. B. Product Data: Provide data on specified component products. C. Samples: Submit two samples (each), 4x6 inch in size, illustrating color, texture, and finish. 1.04 REGULATORY REQUIREMENTS A. Conform to applicable code for a flame/smoke rating of 200/450 in accordance with UL requirements. PART 2 PRODUCTS 2.01 MANUFACTURERS A. Glass Fiber and Resin Fabrications: 1. Marlite Inc. or Approved Equal. 2. Substitutions: See Section 01300 2.02 MATERIALS A. Fabric Reinforcement: Glass fiber woven fabric, B. Resin: Polyester type, corrosion resistant, high workability characteristics, integral coloring additives. 2.03 PRODUCTS A. Marlite Symmetrix at Toilet Rooms, Pattern 4 x 4 Grid (Add. #2) 2 x 2 Grid, where indicated on Drawings 1. Provide manufacturer's standard matching edge, corner and joint trim. 2.04 FINISH A. Color: Selected from manufacturer's standard colors. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that surfaces are ready to receive work and dimensions are as indicated on shop drawings. 3.02 INSTALLATION A. Install fabrications in accordance with shop drawings and fabricator's instructions. 3.03 TOLERANCES A. Maximum variation from true position: 1/4 inch. B. Maximum offset from true alignment: 1/8 inch. 3.04 CLEANING A. Clean fabrications in accordance with fabricator's instructions. END OF SECTION ACS - 6/20/07 06610-1 CONFORMED W/ADDENDUM #2