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SPECIFICATIONS INDEX GOVERNMENT OF THE VIRGIN ISLANDS, DEPARTMENT OF HEALTH ELDRA SHULTERBRANDT FACILITY GRANT NO. D12AP00349 (VI-CIP-2012-3) St. Thomas, U. S. Virgin Islands DIVISION G6 — WOODS AND PLASTICS Specifications Index ~ Eldra Shulterbrandt Facility. St. Thomas, U. S. Virgin Islands SECTION 06100 - ROUGH CARPENTRY DEPARTMENT OF HEALTH: ELDRA SHULTERBRANDT FACILITY GRANT NO. D12AP00349 (VI-CIP-2012-3) St. Thomas, U. S. Virgin Islands PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following: 1. Framing with dimension lumber. 2. Wood furring, grounds, nailers, and blocking. 3. Subflooring. 4. Underlayment. 1.3 DEFINITIONS A. Rough Carpentry: Carpentry work not specified in other Sections and not exposed, unless otherwise specified. 1.4 SUBMITTALS A. General: Submit each item in this Article according to the Conditions of the Contract and Division 1 Specification Sections. Product Data for the following products: 1. Underlayment. 2. Construction adhesives. Material certificates for dimension lumber specified to comply with minimum allowable unit stresses. Indicate species and grade selected for each use and design values approved by the American Lumber Standards Committee's (ALSC) Board of Review. Wood treatment data as follows, including chemical treatment manufacturer's instructions for handling, storing, installing, and finishing treated materials: 1. For each type of preservative-treated wood product, include certification by treating plant stating type of preservative solution and pressure process used, net amount of preservative retained, and compliance with applicable standards. 2. For fire-retardant-treated wood products, include certification by treating plant that treated materials comply with specified standard and other requirements as well as data relative to bending strength, stiffness, and fastener-holding capacities of treated materials. Material test reports from a qualified independent testing agency indicating and interpreting test results relative to compliance of fire-retardant-treated wood products with requirements indicated. 1.5 QUALITY ASSURANCE A. Single-Source Responsibility for Fire-Retardant-Treated Wood: Obtain each type of fire-retardant-treated wood product from one source and by a single producer. 1.6 DELIVERY, STORAGE, AND HANDLING A. Page |! of 5 Keep materials under cover and dry. Protect from weather and contact with damp or wet surfaces. Stack lumber, plywood, and other panels. Provide for air circulation within and around stacks and under temporary coverings. 1. For lumber and plywood pressure treated with waterborne chemicals, place spacers between each bundle to provide air circulation. Jaredian Design Group SECTION 06100 - ROUGH CARPENTRY DEPARTMENT OF HEALTH: ELDRA SHULTERBRANDT FACILITY GRANT NO. D12AP00349 (Wi-CIP-2012-3) St. Thomas, U. S. Virgin Islands PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 1. Wood-Preservative-Treated Materials: a. Baxter: J. H. Baxter Co. b. Chemical Specialties, Inc. c. Continental Wood Preservers, Inc. d. Hickson Corp. e. Hoover Treated Wood Products, Inc. f. Osmose Wood Preserving, Inc. 2. Fire-Retardant-Treated Materials, Interior Type A: Baxter: J. H. Baxter Co. Chemical Specialties, Inc. Continental Wood Preservers, Inc. Hickson Corp. Hoover Treated Wood Products, Inc. es Aaosre 2.2 LUMBER, GENERAL A. Lumber Standards: Comply with DOC PS 20, "American Softwood Lumber Standard," and with applicable grading rules of inspection agencies certified by ALSC's Board of Review. B. Inspection Agencies: Inspection agencies, and the abbreviations used to reference them, include the following: 1. NELMA - Northeastern Lumber Manufacturers Association. 2. NLGA - National Lumber Grades Authority (Canadian). 3. RIS - Redwood Inspection Service. 4. SPIB - Southern Pine Inspection Bureau. 5. WCLIB - West Coast Lumber Inspection Bureau. 6. WWPA - Western Wood Products Association. C. Grade Stamps: Provide lumber with each piece factory marked with grade stamp of inspection agency evidencing compliance with grading rule requirements and identifying grading agency, grade, species, moisture content at time of surfacing, and mill. D. Where nominal sizes are indicated, provide actual sizes required by DOC PS 20 for moisture content specified. Where actual sizes are indicated, they are minimum dressed sizes for dry lumber. 1. Provide dressed lumber, S4S, unless otherwise indicated. 2.3 WOOD-PRESERVATIVE-TREATED MATERIALS A. General: Where lumber or plywood is indicated as preservative treated or is specified to be treated, comply with applicable requirements of AWPA C2 (lumber) and AWPA C9 (plywood). Mark each treated item with the Quality Mark Requirements of an inspection agency approved by ALSC’s Board of Review. 1, Do not use chemicals containing chromium or arsenic. B. Pressure treat aboveground items with waterborne preservatives to a minimum retention of 0.25 Ib/cu. ft. (4.0 kg/cu. m). After treatment, kiln-dry lumber and plywood to a maximum moisture content of 19 and 15 percent, respectively. Treat indicated items and the following: 1. Wood cants, nailers, curbs, equipment support bases, blocking, stripping, and similar members in connection with roofing, flashing, vapor barriers, and waterproofing. 2. Wood sills, sleepers, blocking, furring, stripping, and similar concealed members in contact with masonry or concrete. Jaredian Design Group SECTION 06100 - ROUGH CARPENTRY DEPARTMENT OF HEALTH: ELDRA SHULTERBRANDT FACILITY GRANT NO. D12AP00349 (¥i-CIP-2012-3) St. Thomas, U. S. Virgin Islands 3. Wood framing members less than 18 inches (460 mm) above grade. 4. Wood floor plates installed over concrete slabs directly in contact with earth. C. Complete fabrication of treated items before treatment, where possible. If cut after treatment, apply field treatment complying with AWPA M4 to cut surfaces. Inspect each piece of lumber or plywood after drying and discard damaged or defective pieces. 2.4 FIRE-RETARDANT-TREATED MATERIALS A. General: Where fire-retardant-treated wood is indicated, comply with applicable requirements of AWPA C20 (lumber) and AWPA C27 (plywood). Identify fire-retardant-treated wood with appropriate classification marking of UL; U.S. Testing; Timber Products Inspection, Inc.; or another testing and inspecting agency acceptable to authorities having jurisdiction. 1. Research or Evaluation Reports: Provide fire-retardant-treated wood acceptable to authorities having jurisdiction and for which a current model code research or evaluation report exists that evidences compliance of fire-retardant-treated wood for application indicated. B. Interior Type A: For interior locations, use chemical formulation that produces treated lumber and plywood with the following properties under conditions present after installation: 1. Bending strength, stiffness, and fastener-holding capacities are not reduced below values published by manufacturer of chemical formulation under elevated temperature and humidity conditions simulating installed conditions when tested by a qualified independent testing agency. 2. No form of degradation occurs due to acid hydrolysis or other causes related to treatment. 3. Contact with treated wood does not promote corrosion of metal fasteners. 2.5 DIMENSION LUMBER A. General: Provide dimension lumber of grades indicated according to the ALSC National Grading Rule (NGR) provisions of the inspection agency indicated. B. Framing Other than Non-Load-Bearing Partitions: Provide framing of the following grade and species: 1. Grade: No. 2. 2. Species: Southern pine; SPIB. 3. Species: Mixed southern pine; SPIB. 4, Species: Any species above. 2.6 MISCELLANEOUS LUMBER A. General: Provide lumber for support or attachment of other construction, including rooftop equipment curbs and support bases, cant strips, bucks, nailers, blocking, furring, grounds, stripping, and similar members. B. Fabricate miscellaneous lumber from dimension lumber of sizes indicated and into shapes shown. Moisture Content: 19 percent maximum for lumber items not specified to receive wood preservative treatment. Grade: For dimension lumber sizes, provide No. 3 or Standard grade lumber per ALSC's NGRs of any species. For board-size lumber, provide No. 3 Common grade per NELMA, NLGA, or WWPA; No. 2 grade per SPIB; or Standard grade per NLGA, WCLIB or WWPA of any species. ne) 2.7 CONCEALED, PERFORMANCE-RATED STRUCTURAL-USE PANELS A. General: Where structural-use panels are indicated for the following concealed types of applications, provide APA-performance-rated panels complying with requirements designated under each application for grade, span rating, exposure durability classification, and edge detail (where applicable). 1. Thickness: Provide panels meeting requirements specified but not less than thickness indicated. 2. Span Ratings: Provide panels with span ratings required to meet "Code Plus" provisions of APA Form No. E30, "APA Design/Construction Guide: Residential & Commercial." Jaredian Design Group SECTION 06100 -ROUGH CARPENTRY DEPARTMENT OF HEALTH: ELDRA SHULTERBRANDT FACILITY GRANT NO. D12AP00349 (WI-CIP-2012-3) St. Thomas, U. S. Virgin Islands B. Subflooring: APA-rated sheathing. 1. Exposure Durability Classification: Exposure 1. 2. Span Rating: As required to suit joist spacing indicated. 2.8 STRUCTURAL-USE PANELS FOR UNDERLAYMENT A. General: Over smooth subfloors, provide underlayment not less than 1/4 inch (6.4 mm) thick. Over board or uneven subfloors, provide underlayment not less than 11/32 inch (8.7 mm) thick. B. Plywood Underlayment for Carpet: For underlayment under 19/32 inch (15.1 mm) thick, provide plywood panels with fully sanded face and as follows: 1. Grade: APA Underlayment Interior. 2.9 FASTENERS A. General: Provide fasteners of size and type indicated that comply with requirements specified in this Article for material and manufacture. 1. Where rough carpentry is exposed to weather, in ground contact, or in area of high relative humidity, provide fasteners with a hot-dip zinc coating per ASTM A 153 or of Type 304 stainless steel. B. Nails, Wire, Brads, and Staples: FS FF-N-105. C. Power-Driven Fasteners: CABO NER-272. D. Wood Screws: ASME B18.6.1. E. Lag Bolts: ASME B18.2.1. (ASME B18.2.3.8M) F. Bolts: Steel bolts complying with ASTM A307, Grade A (ASTM F 568, Property Class 4.6); with ASTM A 563 (ASTM A 563M) hex nuts and, where indicated, flat washers. 2.11 MISCELLANEOUS MATERIALS A. Adhesives for Field Gluing Panels to Framing: Formulation complying with APA AFG-01 that is approved for use with type of construction panel indicated by both adhesive and panel manufacturers. PART 3 - EXECUTION 3.1 INSTALLATION, GENERAL A. Discard units of material with defects that impair quality of rough carpentry and that are too small to use with minimum number of joints or optimum joint arrangement. B. Set rough carpentry to required levels and lines, with members plumb, true to line, cut, and fitted. C. Fit rough carpentry to other construction; scribe and cope as required for accurate fit. Correlate location of furring, nailers, blocking, grounds, and similar supports to allow attachment of other construction. D. Apply field treatment complying with AWPA M4 to cut surfaces of preservative-treated lumber and plywood. E. Securely attach rough carpentry work to substrate by anchoring and fastening as indicated, complying with the following: 1. CABO NER-272 for power-driven staples, P-nails, and allied fasteners. 2. Published requirements of metal framing anchor manufacturer. 3. "Recommended Nailing Schedule" of referenced framing standard and with AFPA's “National Design Specifications for Wood Construction." Jaredian Design Group SECTION 06100 - ROUGH CARPENTRY DEPARTMENT OF HEALTH: ELDRA SHULTERBRANDT —- LONG TERM CARE FACILITY GRANT NO. D12AP00350 (VI-CIP-2012-3) St. Thomas, U. S. Virgin Islands 4. "Table 23-I-Q--Nailing Schedule" of the Uniform Building Code. 5. “Table 2305.2--Fastening Schedule" of the BOCA National Building Code. 6 “Table 1705.1--Fastening Schedule," of the Standard Building Code. F. Use common wire nails, unless otherwise indicated. Use finishing nails for finish work. Select fasteners of size that will not fully penetrate members where opposite side will be exposed to view or will receive finish materials. Make tight connections between members. Install fasteners without splitting wood; predrill as required. G. Use hot-dip galvanized or stainless-steel nails where rough carpentry is exposed to weather, in ground contact, or in area of high relative humidity. H. Countersink nail heads on exposed carpentry work and fill holes with wood filler. 3.2 WOOD GROUNDS, NAILERS, BLOCKING, AND SLEEPERS A. Install wood grounds, nailers, blocking, and sleepers where shown and where required for screeding or attaching other work. Form to shapes shown and cut as required for true line and level of attached work. Coordinate locations with other work involved. B. Attach to substrates to support applied loading. Recess bolts and nuts flush with surfaces, unless otherwise indicated. Build into masonry during installation of masonry work. Where possible, anchor to formwork before concrete placement. C. Install permanent grounds of dressed, preservative-treated, key-beveled lumber not less than 1-1/2 inches (38 mm) wide and of thickness required to bring face of ground to exact thickness of finish material. Remove temporary grounds when no longer required. 3.3 WOOD FRAMING, GENERAL A. Framing Standard: Comply with AFPA's "Manual for Wood Frame Construction," unless otherwise indicated. B. Install framing members of size and at spacing indicated. C. Do not splice structural members between supports. 3.4 INSTALLATION OF STRUCTURAL-USE PANELS A. General: Comply with applicable recommendations contained in APA Form No.E30, "APA Design/Construction Guide: Residential & Commercial," for types of structural-use panels and applications indicated. 1. Comply with "Code Plus” provisions of above-referenced guide. B. Fastening Methods: Fasten panels as indicated below: 1. Combination Subflooring-Underlayment: Glue and nail to framing throughout. a. Space panels 1/8 inch (3 mm) at edges and ends. 2. Subflooring: Glue and nail to framing throughout. a. Space panels 1/8 inch (3 mm) at edges and ends. 3. Underlayment: Nail to subflooring. a. Space panels 1/32 inch (0.8 mm) at edges and ends. END OF SECTION Jaredian Design Group hd Ld SECTION 06402 - INTERIOR ARCHITECTURAL WOODWORK DEPARTMENT OF HEALTH: ELDRA SHULTERBRANDT FACILITY GRANT NO. D12AP00349 (VI-CIP-2012-3) St. Thomas, U. S. Virgin Islands PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division | Specification Sections, apply to this Section. 1.22 SUMMARY A. This Section includes the following: 1. Interior standing and running trim and rails. 2. Wood cabinets (casework). 3. Interior miscellaneous ornamental items. 4. Interior door frames (jambs). B. Related Sections: The following sections contain requirements that relate to this section: 1. Division 6 Section "Rough Carpentry" for furring, blocking, and other carpentry work that is not exposed to view. 2. Division 6 Section "Exterior Architectural Woodwork" for exterior woodwork. 3. Division 8 Section "Stile and Rail Wood Doors" for doors specified by reference to architectural woodwork standards. 4. Division 9 Section "Painting" for final finishing of installed architectural woodwork. 1.3 SUBMITTALS A. Page | of 6 General: Submit the following in accordance with Conditions of Contract and Division 1 Specification Sections. Product data for each type of product and process specified in this section and incorporated into items of architectural woodwork during fabrication, finishing, and installation. Fire-retardant treatment data for material impregnated by pressure process to reduce combustibility. Include certification by treating plant that treated materials comply with requirements. Shop drawings showing location of each item, dimensioned plans and elevations, large-scale details, attachment devices, and other components. 1, Apply WIC Certified Compliance Label to first page of shop drawings. Samples for initial selection purposes of the following in form of manufacturer's color charts consisting of actual units or sections of units showing full range of colors, textures, and patterns available for each type of material indicated. 1. Factory-applied opaque finishes. Samples for verification purposes of the following: 1. Lumber with or for transparent finish, 50 square inches, for each species and cut, finished on one side and one edge. 2. Wood veneer faced panel products;, with or for transparent finish, 8-1/2 inches by 11 inches, for each species and cut with one half of exposed surface finished, with separate samples of unfaced panel product used for core. 3. Lumber and panel products with factory-applied opaque finish, 8- 1/2 inches by 11 inches for panels and 50 square inches for lumber, for each finish system and color, with one half of exposed surface finished. 4. Corner pieces as follows: a. Cabinet front frame joints between stiles and rail as well as exposed end pieces, 18 inches high by 18 inches wide by 6 inches deep. Jaredian Design Group SECTION 06402 - INTERIOR ARCHITECTURAL WOODWORK DEPARTMENT OF HEALTH: ELDRA SHULTERBRANDT FACILITY GRANT NO. D12AP00349 (VI-CIP-2012-3) St. Thomas, U. S. Virgin Islands b. Miter joints for standing trim. 5. Exposed cabinet hardware, one unit of each type and finish. 1.4 QUALITY ASSURANCE A. Manufacturer Qualifications: Firm experienced in successfully producing architectural woodwork similar to that indicated for this Project, with sufficient production capacity to produce required units without causing delay in the Work. Single-Source Manufacturing and Installation Responsibility: Engage a qualified Manufacturer to assume undivided responsibility for woodwork specified in this section, including fabrication, finishing, and installation. AWI Quality Standard: Comply with applicable requirements of "Architectural Woodwork Quality Standards" published by the Architectural Woodwork Institute (AWI) except as otherwise indicated. 1.5 DELIVERY, STORAGE, AND HANDLING A. Protect woodwork during transit, delivery, storage, and handling to prevent damage, soilage, and deterioration. Do not deliver woodwork until painting, wet work, grinding, and similar operations that could damage, soil, or deteriorate woodwork have been completed in installation areas. If woodwork must be stored in other than installation areas, store only in areas whose environmental conditions meet requirements specified in “Project Conditions." 1.6 PROJECT CONDITIONS A. PART 2 Environmental Conditions: Obtain and comply with Woodwork Manufacturer's and Installer's coordinated advice for optimum temperature and humidity conditions for woodwork during its storage and installation. Do not install woodwork until these conditions have been attained and stabilized so that woodwork is within plus or minus 1.0 percent of optimum moisture content from date of installation through remainder of construction period. Field Measurements: Where woodwork is indicated to be fitted to other construction, check actual dimensions of other construction by accurate field measurements before manufacturing woodwork; show recorded measurements on final shop drawings. Coordinate manufacturing schedule with construction progress to avoid delay of Work. 1. Where field measurements cannot be made without delaying the Work, guarantee dimensions and proceed with manufacture of woodwork without field measurements. Coordinate other construction to ensure that actual dimensions correspond to guaranteed dimensions. - PRODUCTS 2.1 MATERIALS A. General: Provide materials that comply with requirements of the WIC woodworking standard for each type of woodwork and WIC quality grade indicated, unless otherwise indicated. General: Provide materials that comply with requirements of the AWI woodworking standard for each type of woodwork and quality grade indicated and, where the following products are part of woodwork, with requirements of the referenced product standards, that apply to product characteristics indicated: 1. Hardboard: ANSI/AHA A135.4 a. Hardwood Plywood: HPMA FE. Jaredian Design Group SECTION 06402 - INTERIOR ARCHITECTURAL WOODWORK DEPARTMENT OF HEALTH: ELDRA SHULTERBRANDT FACILITY GRANT NO. D12AP003459 (VI-CIP-2012-3) St. Thomas, U. S. Virgin Islands 2.2 FABRICATION, GENERAL A. Wood Moisture Content: Comply with requirements of referenced quality standard for moisture content of lumber in relation to relative humidity conditions existing during time of fabrication and in installation areas. Fabricate woodwork to dimensions, profiles, and details indicated. Ease edges to radius indicated for the following: 1. Corners of cabinets and edges of solid wood (lumber) members less than 1 inch in nominal thickness: 1/16 inch. 2. Edges of rails and similar members more than 1 inch in nominal thickness: 1/8 inch. Complete fabrication, including assembly, finishing, and hardware application, before shipment to project site to maximum extent possible. Disassemble components only as necessary for shipment and installation. Where necessary for fitting at site, provide ample allowance for scribing, trimming, and fitting. Factory-cut openings, to maximum extent possible, to receive hardware, appliances, plumbing fixtures, electrical work, and similar items. Locate openings accurately and use templates or roughing-in diagrams to produce accurately sized and shaped openings. Smooth edges of cutouts and, where located in countertops and similar exposures, seal edges of cutouts with a water-resistant coating. 2.3. STANDING AND RUNNING TRIM AND RAILS FOR OPAQUE FINISH A. B. D. E. Quality Standard: Comply with AWI Section 300. Grade: Premium. Backout or groove backs of flat trim members and kerf backs of other wide flat members, except for members with ends exposed in finished work. Assemble casings in plant except where limitations of access to place of installation require field assembly. Lumber Species: Eastern white pine, sugar pine, or Idaho white pine. 2.4 WOOD CABINETS (CASEWORK) FOR TRANSPARENT FINISH A. B C. D Quality Standard: Comply with AWI Section 400 and its Division 400A "Wood Cabinets." Grade: Premium. AWI Type of Cabinet Construction: Flush overlay. Wood Species for Exposed Surfaces: Mahogany, quarter sawn/sliced. 1. Grain Matching: As indicated. 2. Matching of Veneer Leaves: Book match. 3. Veneer Matching Within Panel Face: Running match. Wood Species for Semiexposed Surfaces: Match species and cut indicated for exposed surfaces. Provide dust panels of 1/4-inch plywood or tempered hardboard above compartments and drawers except where located directly under tops. 2.5 WOOD CABINETS (CASEWORK) FOR OPAQUE FINISH Jaredian Design Group SECTION 06402 —- INTERIOR ARCHITECTURAL WOODWORK DEPARTMENT OF HEALTH: ELDRA SHULTERBRANDT FACILITY GRANT NO. D12AP00349 (WI-CIP-2012-3} St. Thomas, U. S. Virgin Islands 5 oO BD Pp} Quality Standard: AWI Section 400 and its Division 400A "Wood Cabinets." Grade: Premium. AWI Type of Cabinet Construction: Flush overlay. Species for Exposed Lumber Surfaces: Any close-grained hardwood listed in referenced woodworking standard. Provide dust panels of 1/4-inch plywood above compartments and drawers except where located directly under tops. 2.6 CABINET HARDWARE AND ACCESSORY MATERIALS A. B. General: Provide cabinet hardware and accessory materials associated with architectural cabinets. Hardware Standard: Comply with ANS/BHMA A156.9 "American National Standard for Cabinet Hardware" for items indicated by reference to BHMA numbers or referenced to this standard. Exposed Hardware Finishes: For exposed hardware, provide finish that complies with ANSI/BHMA A156.18 for BHMA code number indicated. 1. Dark Oxidized Satin Bronze, Oil Rubbed, on Bronze Base: BHMA 613 and matching Architect's sample. For concealed hardware provide manufacturer's standard finish that complies with product class requirements of ANSI/BHMA A156.9. Uncoated Clear Tempered Float Glass for Doors: ASTM C 1048, Condition A, Type I, Class 1, Quality q3. Kind FT, manufactured by horizontal (roller hearth) process, with exposed edges seamed before tempering, 1/4-inch thick unless otherwise indicated. 1. Install glass to comply with applicable requirements of Division 8 Section "Glass and Glazing" and of FGMA "Glazing Manual.” For glass in wood frames, secure glass with removable stops. 2.7 INTERIOR MISCELLANEOUS ORNAMENTAL ITEMS FOR TRANSPARENT FINISH A. B. C. Quality Standard: Comply with AWI Section 700. Grade: Premium. Lumber Species: Match species and cut indicated for other types of transparent finished architectural woodwork located in same areas of building unless otherwise indicated. 2.8 INTERIOR MISCELLANEOUS ORNAMENTAL ITEMS FOR OPAQUE FINISH A, B. C. Quality Standard: Comply with AWI Section 700. Grade: Premium. Lumber Species: Eastern white pine, sugar pine, or Idaho white pine. 2.9 INTERIOR DOOR FRAMES FOR TRANSPARENT FINISH A. B. Quality Standard: Comply with AWI Section 900B. Grade: Premium. Jaredian Design Group SECTION 06402 - INTERIOR ARCHITECTURAL WOODWORK DEPARTMENT OF HEALTH: ELDRA SHULTERBRANDT — LONG TERM CARE FACILITY GRANT NO. D12AP00350 (Wi-CIP-2012-3) St. Thomas, U. S. Virgin Islands Cc. Lumber Species: Match species and cut indicated for other types of transparent finished architectural woodwork located in same areas of building unless otherwise indicated. 2.10 INTERIOR DOOR FRAMES FOR OPAQUE FINISH A. Quality Standard: Comply with AWI Section 900B. B. Grade: Premium. C. Lumber Species: Eastern white pine, sugar pine, or Idaho white pine. 2.11 FASTENERS AND ANCHORS A. Screws: Select material, type, size, and finish required for each use. Comply with FS FF-S-111 for applicable requirements. 1. For metal framing supports, provide screws as recommended by metal framing manufacturer. B. Nails: Select material, type, size, and finish required for each use. Comply with FS FF-N-105 for applicable requirements. C. Anchors: Select material, type, size, and finish required by each substrate for secure anchorage. Provide nonferrous metal or hot-dip galvanized anchors and inserts on inside face of exterior walls and elsewhere as required for corrosion resistance. Provide toothed steel or lead expansion bolt devices for drilled-in-place anchors. Furnish inserts and anchors, as required, to be set into concrete or masonry work for subsequent woodwork anchorage. 2.12 FACTORY FINISHING OF INTERIOR ARCHITECTURAL WOODWORK A. Quality Standard: Comply with AWI Section 1500 unless otherwise indicated. B. General: The entire finish of interior architectural woodwork is specified in this section, regardless of whether factory applied or applied after installation. 1. Factory Finishing: To the greatest extent possible, finish architectural woodwork at factory. Defer only final touch-up, cleaning, and polishing until after installation. Cc. Transparent Finish for Closed-Grain Woods: Comply with requirements indicated below for grade, finish system, staining, effect, and sheen. 1. Grade: Premium. 2. Staining: None required. 3. Effect: Oil finish. 4. Sheen: Semigloss bright rubbed effect 55-60 deg. D. Opaque Finish: Comply with requirements indicated below for grade, finish system, color, effect, and sheen: 1. Grade: Premium. 2. AWI Finish System #9: Catalyzed lacquer. 3. Color: Provide selections made by Architect from full range of standard colors available in finish system specified. 4. Sheen: Medium-gloss rubbed effect 35-45 deg. PART 3 - EXECUTION 3.1 PREPARATION A. Condition woodwork to average prevailing humidity conditions in installation areas before installing. Jaredian Design Group SECTION 06402 - INTERIOR ARCHITECTURAL WOODWORK DEPARTMENT OF HEALTH: ELDRA SHULTERBRANDT —- LONG TERM CARE FACILITY GRANT NO. D12AP00350 (VI-CIP-2012-3) St. Thomas, U. S. Virgin Islands Deliver concrete inserts and similar anchoring devices to be built into substrates well in advance of time substrates are to be built. Before installing architectural woodwork, examine shop-fabricated work for completion and complete work as required, including back priming and removal of packing. 3.2. INSTALLATION A. H. I. Quality Standard: Install woodwork to comply with AWI Section 1700 for same grade specified in Part 2 of this section for type of woodwork involved. Install woodwork plumb, level, true, and straight with no distortions. Shim as required with concealed shims. Install to a tolerance of 1/8 inch in 8'-0" for plumb and level (including tops) and with no variations in flushness of adjoining surfaces. Scribe and cut woodwork to fit adjoining work and refinish cut surfaces or repair damaged finish at cuts. Anchor woodwork to anchors or blocking built in or directly attached to substrates. Secure to grounds, stripping and blocking with countersunk, concealed fasteners and blind nailing as required for a complete installation. Except where prefinished matching fastener heads are required, use fine finishing nails for exposed nailing, countersunk and filled flush with woodwork and matching final finish where transparent finish is indicated. Standing and Running Trim and Rails: Install with minimum number of joints possible, using full-length pieces (from maximum length of lumber available) to the greatest extent possible. Stagger joints in adjacent and related members. Cope at returns and miter at corners. Cabinets: Install without distortion so that doors and drawers fit openings properly and are accurately aligned. Adjust hardware to center doors and drawers in openings and to provide unencumbered operation. Complete the installation of hardware and accessory items as indicated. Maintain veneer sequence matching (if any) of cabinets with transparent finish. Tops: Anchor securely to base units and other support systems as indicated. Complete the finishing work specified in this section to whatever extent not completed at shop or before installation of woodwork. Refer to the Division 9 sections for final finishing of installed architectural woodwork. 3.3. ADJUSTMENT AND CLEANING A. Repair damaged and defective woodwork where possible to eliminate defects functionally and visually; where not possible to repair, replace woodwork. Adjust joinery for uniform appearance. Clean, lubricate, and adjust hardware. Clean woodwork on exposed and semiexposed surfaces. Touch up factory-applied finishes to restore damaged or soiled areas. 3.4 PROTECTION A. Provide final protection and maintain conditions, in a manner acceptable to manufacturer and Installer, that ensures that woodwork is being without damage or deterioration at time of Substantial Completion. END OF SECTION Jaredian Design Group