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F:\Projects\MIS037.02\PM\Specs\TOC.docx Page 1 CENTURY A&E
TABLE OF CONTENTS
SPECIFICATIONS
SECTION TITLE
03 30 00 Cast-In-Place Concrete
03 35 43 Polished Concrete Finishing
06 10 53 Miscellaneous Rough Carpentry
06 16 00 Sheathing
06 17 53 Shop-Fabricated Wood Trusses
06 20 13 Exterior Finish Carpentry
06 20 23 Interior Finish Carpentry
06 42 16 Flush Wood Paneling
07 11 13 Bituminous Dampproofing
07 21 00 Thermal Insulation
07 25 00 Weather Barriers
07 31 13 Asphalt Shingles
07 46 46 Fiber-Cement Siding
07 92 00 Joint Sealants
08 11 13 Hollow Metal Doors and Frames
08 14 16 Flush Wood Doors
08 52 00 Wood Windows
08 71 00 Door Hardware
08 80 00 Glazing
09 29 00 Gypsum Board
09 91 23 Interior Painting
10 28 00 Toilet and Bath Accessories
12 32 16 Manufactured Plastic-Laminate-Clad Casework
12 36 61.16 Solid Surfacing Countertops
22 00 00 Plumbing General Provisions
22 01 00 Basic Material and Methods - Plumbing
22 07 00 Plumbing Insulation
22 07 10 Plumbing Equipment Insulation
F:\Projects\MIS037.02\PM\Specs\TOC.docx Page 2 CENTURY A&E
22 40 00 Plumbing Fixtures
23 00 00 Mechanical General Provisions
23 31 00 Ductwork and Ductwork Accessories
23 34 00 Fans and Power Ventilators
23 82 00 Split System Heat Pump Units
23 82 30 Terminal Heat Transfer Units
26 05 00 Electrical General Provisions
26 05 19 Electrical Conductors
26 05 26 Grounding
26 05 33 Conduit
26 05 34 Electrical Boxes
26 05 53 Electrical Identification
26 09 23 Lighting Control Devices
26 24 16 Panelboards
26 27 26 Wiring Devices
26 28 13 Fuses
26 28 16 Motor & Circuit Disconnects
26 28 17 Circuit Breakers
26 51 00 Interior Lighting
27 05 00 Communications Systems
-20˚ (-4˚ 50˚ (122˚
3000˚
| Arch Specs Combined |
| 03 30 00 Cast-In-Place Concrete |
| PART 1 - GENERAL |
| 1.1 RELATED DOCUMENTS |
| 1.2 SUMMARY |
| A. Section includes cast-in-place concrete, including formwork, reinforcement, concrete materials, mixture design, placement procedures, and finishes. |
| B. Related Specifications: |
| 1.3 SUBMITTALS |
| A. Product Data: For each admixture and any accessories used. |
| B. Design Mixtures: For each concrete mixture. |
| C. Steel Reinforcement Shop Drawings: Placing drawings that detail reinforcing fabrication, bending, and placement. |
| D. Material certificates and test reports. |
| 1.4 QUALITY ASSURANCE |
| A. Manufacturer Qualifications: A firm experienced in manufacturing ready-mixed concrete products and that complies with ASTM C 94/C 94M requirements for production facilities and equipment. |
| 1.5 FIELD CONDITIONS |
| A. Cold-Weather Placement: Comply with ACI 301 and ACI 306.1. |
| B. Hot-Weather Placement: Comply with ACI 305.1. |
| PART 2 - PRODUCTS |
| 2.1 GENERAL |
| A. ACI Publications: Comply with the following unless modified by requirements in the Contract Documents: |
| 2.2 FORM-FACING MATERIALS |
| A. Smooth-Formed Finished Concrete: Form-facing panels that provide continuous, true, and smooth concrete surfaces. Furnish in largest practicable sizes to minimize number of joints. |
| B. Rough-Formed Finished Concrete: Plywood, lumber, metal, or another approved material. Provide lumber dressed on at least two edges and one side for tight fit. |
| 2.3 STEEL REINFORCEMENT |
| A. Reinforcing Bars: ASTM A 615/A 615M, Grade 60, deformed. |
| B. Epoxy-Coated Reinforcing Bars: ASTM A 615, Grade 60, deformed bars, ASTM A 775 epoxy coated deformed bars, ASTM A 934 epoxy coated prefabricated deformed bars with less than 2 percent damaged coating in each 12-inch bar length. |
| C. Plain-Steel Welded-Wire Reinforcement: ASTM A 1064/A 1064M, plain, fabricated from as-drawn steel wire into flat sheets. |
| D. Bar Supports: Bolsters, chairs, spacers, and other devices for spacing, supporting, and fastening reinforcing bars and welded-wire reinforcement in place. Manufacture bar supports from steel wire, plastic, or precast concrete according to CRSI's "Manual of Standard Practice." |
| 2.4 CONCRETE MATERIALS |
| A. Cementitious Materials: |
| B. Normal-Weight Aggregates: ASTM C 33 or MDOT 6A/6AA, graded. |
| C. Air-Entraining Admixture: ASTM C 260/C 260M. |
| D. Chemical Admixtures: Certified by manufacturer to be compatible with other admixtures and that do not contribute water-soluble chloride ions exceeding those permitted in hardened concrete. Do not use calcium chloride or admixtures containing calcium chloride. |
| E. Water: ASTM C 94 and potable. |
| 2.5 WATERSTOPS |
| A. Flexible PVC Waterstops: CE CRD-C 572 for embedding in concrete to prevent passage of fluids through joints. Factory fabricate corners, intersections, and directional changes. |
| B. Bentonite Waterstop: 1" x 3/4" minimum, strip type, sodium bentonite base material. |
| 2.6 VAPOR RETARDERS |
| A. Sheet Vapor Retarder: Polyethylene sheet, ASTM D 4397, not less than 10 mils thick. |
| 2.7 CURING MATERIALS |
| A. Absorptive Cover: AASHTO M 182, Class 2, burlap cloth made from jute or kenaf, weighing approximately 9 oz./sq. yd. when dry. |
| B. Moisture-Retaining Cover: ASTM C 171, polyethylene film or white burlap-polyethylene sheet. |
| C. Water: Potable. |
| D. Clear, Waterborne, Membrane-Forming Curing Compound: ASTM C 309, Type 1, Class B, dissipating. |
| E. Clear, Waterborne, Membrane-Forming Curing and Sealing Compound: ASTM C 1315, Type 1, Class A, VOC compliant. |
| 2.8 RELATED MATERIALS |
| A. Expansion- and Isolation-Joint-Filler Strips: |
| 2.9 CONCRETE MIXTURES, GENERAL |
| A. Prepare design mixtures for each type and strength of concrete, proportioned on the basis of laboratory trial mixture or field test data, or both, according to ACI 301. |
| B. Cementitious Materials: Use fly ash, pozzolan, slag cement, and silica fume as needed to reduce the total amount of Portland cement, which would otherwise be used, by not less than 240 percent. |
| C. Admixtures: Use admixtures according to manufacturer's written instructions. |
| 2.10 CONCRETE MIXTURES FOR BUILDING ELEMENTS |
| A. Normal-Weight Concrete: |
| 2.11 FABRICATING REINFORCEMENT |
| Fabricate steel reinforcement according to CRSI's "Manual of Standard Practice" and approved shop drawings. |
| 2.12 CONCRETE MIXING |
| A. Ready-Mixed Concrete: Measure, batch, mix, and deliver concrete according to ASTM C 94 and furnish batch ticket information. |
| PART 3 - EXECUTION |
| 3.1 FORMWORK INSTALLATION |
| A. Design, erect, shore, brace, and maintain formwork, according to ACI 301, to support vertical, lateral, static, and dynamic loads, and construction loads that might be applied, until structure can support such loads. |
| B. Construct formwork so concrete members and structures are of size, shape, alignment, elevation, and position indicated, within tolerance limits of ACI 117. |
| 3.2 EMBEDDED ITEM INSTALLATION |
| A. Place and secure anchorage devices and other embedded items required for adjoining work that is attached to or supported by cast-in-place concrete. Use setting drawings, templates, diagrams, instructions, and directions furnished with items to be embedded. |
| 3.3 VAPOR-RETARDER INSTALLATION |
| A. Sheet Vapor Retarders: Place, protect, and repair sheet vapor retarder according to ASTM E 1643 and manufacturer's written instructions. |
| 3.4 STEEL REINFORCEMENT INSTALLATION |
| A. General: Comply with CRSI's "Manual of Standard Practice" for fabricating, placing, and supporting reinforcement. |
| 3.5 JOINTS |
| A. General: Construct joints true to line with faces perpendicular to surface plane of concrete. Locate joints in floor slabs and walls as shown on drawings or at maximum 25 foot intervals. Spacing of joints in concrete walks and driveways shall not exceed 1.5 times the width of the walk or drive minimum dimension (but not more than 12'). Secure to resist movement of fresh concrete. For environmental structures, limit joint spacing in walls and slabs to 15 feet. |
| B. Construction Joints: Install so strength and appearance of concrete are not impaired, at locations indicated or as approved by Architect/Engineer. |
| C. Contraction Joints in Slabs-on-Grade: Form weakened-plane control joints, sectioning concrete into areas as indicated. Construct control joints for a depth equal to at least one-fourth of concrete thickness as follows: |
| D. Isolation Joints in Slabs-on-Grade: After removing formwork, install joint-filler strips at slab junctions with vertical surfaces, such as column pedestals, foundation walls, grade beams, and other locations, as indicated. |
| 3.6 WATERSTOP INSTALLATION |
| A. Waterstops: When indicated on drawings, install in construction/control joints and at other locations according to manufacturer's written instructions. |
| 3.7 CONCRETE PLACEMENT |
| A. Before placing concrete, verify that installation of formwork, reinforcement, embedded items, and required inspections are completed. |
| B. Deposit concrete continuously in one layer or in horizontal layers of such thickness that no new concrete is placed on concrete that has hardened enough to cause seams or planes of weakness. If a section cannot be placed continuously, provide construction joints as indicated. Deposit concrete to avoid segregation and consolidate placed concrete with mechanical vibrating equipment according to ACI 301. |
| 3.8 FINISHING FORMED SURFACES |
| A. Rough-Formed Finish: As-cast concrete texture imparted by form-facing material with tie holes and defects repaired and patched. Remove fins and other projections that exceed specified limits on formed-surface irregularities. |
| B. Smooth-Formed Finish: As-cast concrete texture imparted by form-facing material, arranged in an orderly and symmetrical manner with a minimum of seams. Repair and patch tie holes and defects. Remove fins and other projections that exceed specified limits on formed-surface irregularities. |
| C. Rubbed Finish: Apply the following to smooth-formed-finished as-cast concrete where indicated: |
| D. Related Unformed Surfaces: At tops of walls, horizontal offsets, and similar unformed surfaces adjacent to formed surfaces, strike off smooth and finish with a texture matching adjacent formed surfaces. Continue final surface treatment of formed surfaces uniformly across adjacent unformed surfaces unless otherwise indicated. |
| 3.9 FINISHING FLOORS AND SLABS |
| A. General: Comply with ACI 302.1R recommendations for screeding, restraightening, and finishing operations for concrete surfaces. Do not wet concrete surfaces. |
| B. Scratch Finish: While still plastic, texture concrete surface that has been screeded and bull-floated or darbied. Use stiff brushes, brooms, or rakes to produce a profile amplitude compliant with flooring manufacturer's recommendations. |
| C. Float Finish: Consolidate surface with power-driven floats or by hand floating if area is small or inaccessible to power-driven floats. Restraighten, cut down high spots, and fill low spots. Repeat float passes and restraightening until surface is left with a uniform, smooth, granular texture. |
| D. Trowel Finish: After applying float finish, apply first troweling and consolidate concrete by hand or power-driven trowel. Continue troweling passes and restraighten until surface is free of trowel marks and uniform in texture and appearance. Grind smooth any surface defects that would telegraph through applied coatings or floor coverings. |
| E. Trowel and Fine-Broom Finish: Apply a first trowel finish to surfaces indicated. While concrete is still plastic, slightly scarify surface with a fine broom. |
| F. Broom Finish: Apply a broom finish to exterior concrete platforms, steps, ramps, and elsewhere as indicated. |
| 3.10 CONCRETE PROTECTING AND CURING |
| A. General: Protect freshly placed concrete from premature drying and excessive cold or hot temperatures. Comply with ACI 306.1 for cold-weather protection and ACI 305.1 for hot-weather protection during curing. |
| B. Evaporation Retarder: Apply evaporation retarder to unformed concrete surfaces if hot, dry, or windy conditions cause moisture loss approaching 0.2 lb/sq. ft. x h before and during finishing operations. Apply according to manufacturer's written instructions after placing, screeding, and bull floating or darbying concrete, but before float finishing. |
| C. Formed Surfaces: Cure formed concrete surfaces, including underside of beams, supported slabs, and other similar surfaces. If forms remain during curing period, moist cure after loosening forms. If removing forms before end of curing period, continue curing for remainder of curing period. |
| D. Cure concrete according to ACI 308.1, by one or a combination of the following methods unless specifically indicated on drawings: |
| 3.11 CONCRETE SURFACE REPAIRS |
| A. Defective Concrete: Repair and patch defective areas when approved by Architect. Remove and replace concrete that cannot be repaired and patched to Architect's approval. |
| 3.12 FIELD QUALITY CONTROL |
| A. Special Inspections: Per contract documents, a special inspector and/or qualified testing and inspecting agency will be engaged to perform field tests and inspections and prepare test reports. |
| 03 35 43 Polished Concrete Finishing (Alternate 2) |
| PART 1 - GENERAL |
| 1.1 RELATED DOCUMENTS |
| 1.2 SUMMARY |
| A. Section includes polished concrete finishing[, including staining] [and scoring]. |
| 1.3 ACTION SUBMITTALS |
| A. Product Data: For each type of product. |
| B. Samples: For each type of product requiring color selection. |
| 1.4 QUALITY ASSURANCE |
| A. Field Sample Panels: After approval of samples, produce field sample panels to demonstrate the approved range of selections made under Sample submittals. Produce a minimum of three sets of full-scale panels, approximately 48 by 48 inches minimum, to demonstrate the expected range of finish, color, and appearance variations. |
| PART 2 - PRODUCTS |
| 2.1 STAIN MATERIALS |
| A. Reactive Stain: Acidic-based stain with wetting agents and high-grade, UV-stable metallic salts that react with calcium hydroxide in cured concrete to produce permanent, variegated, or translucent color effects. |
| B. Penetrating Stain: Water-based, acrylic latex, penetrating stain with colorfast pigments. |
| 2.2 LIQUID FLOOR TREATMENTS |
| A. Penetrating Liquid Floor Treatments for Polished Concrete Finish: Clear, waterborne solution of inorganic silicate or siliconate materials and proprietary components; odorless; that penetrates, hardens, and is suitable for polished concrete surfaces. |
| PART 3 - EXECUTION |
| 3.1 POLISHING |
| A. Polish: [Level 2: Low sheen, 400 grit] [Level 3: High sheen, 800 grit] [Level 4: Gloss shine, 3000 grit]. |
| B. Apply polished concrete finish system to cured and prepared slabs. |
| 3.2 STAINING |
| A. Newly placed concrete shall be at least [14] [30] <Insert number> days old before staining. |
| B. Prepare surfaces according to manufacturer's written instructions and as follows: |
| C. Scoring: Score decorative jointing in concrete surfaces 1/16 inch deep with diamond blades to match pattern indicated. Rinse until water is clear. Score [after] [before] staining. |
| D. Allow concrete surface to dry before applying stain. Verify readiness of concrete to receive stain according to ASTM D 4263 by tightly taping 18-by-18-inch, 4-mil- thick polyethylene sheet to a representative area of concrete surface. Apply stain only if no evidence of moisture has accumulated under sheet after 16 hours. |
| E. Reactive Stain: Apply reactive stain to concrete surfaces according to manufacturer's written instructions and as follows: |
| F. Penetrating Stain: Apply penetrating stain to concrete surfaces according to manufacturer's written instructions and as follows: |
| 06 10 53 Miscellaneous Rough Carpentry |
| PART 1 - GENERAL |
| 1.1 RELATED DOCUMENTS |
| A. Drawings and general provisions of the contract, including General and Supplementary Conditions and Division 01 Specification sections, apply to this section. If differing requirements are identified elsewhere (in these specifications or on drawings or separate instructions), the more stringent requirement shall be met. |
| 1.2 SUMMARY |
| A. Section Includes: |
| 1.3 ACTION SUBMITTALS |
| A. Product Data: For each type of process and factory-fabricated product. |
| 1.4 INFORMATIONAL SUBMITTALS |
| A. Evaluation Reports: For the following, from ICC-ES: |
| PART 2 - PRODUCTS |
| 2.1 WOOD PRODUCTS, GENERAL |
| A. Lumber: DOC PS 20 and applicable rules of grading agencies indicated. If no grading agency is indicated, provide lumber that complies with the applicable rules of any rules-writing agency certified by the ALSC Board of Review. Provide lumber graded by an agency certified by the ALSC Board of Review to inspect and grade lumber under the rules indicated. |
| B. Maximum Moisture Content of Lumber: 19 percent unless otherwise indicated. |
| 2.2 WOOD-PRESERVATIVE-TREATED MATERIALS |
| A. Preservative Treatment by Pressure Process: AWPA U1; Use Category UC2 for interior construction not in contact with ground, Use Category UC3b for exterior construction not in contact with ground, and Use Category UC4a for items in contact with ground. |
| B. Kiln-dry lumber after treatment to a maximum moisture content of 19 percent. Do not use material that is warped or does not comply with requirements for untreated material. |
| C. Mark lumber with treatment quality mark of an inspection agency approved by the ALSC Board of Review. |
| D. Application: Treat items indicated on drawings and the following: |
| 2.3 FIRE RETARDANT-TREATED MATERIALS |
| A. Fire-Retardant-Treated Lumber and Plywood by Pressure Process: Products with a flame-spread index of 25 or less when tested according to ASTM E 84, and with no evidence of significant progressive combustion when the test is extended an additional 20 minutes and with the flame front not extending more than 10.5 feet beyond the centerline of the burners at any time during the test. |
| B. Kiln-dry plywood after treatment to a maximum moisture content of 15 percent. |
| C. Identify fire-retardant-treated wood with appropriate classification marking of qualified testing agency. |
| D. Application: Treat items indicated on drawings and the following: |
| 2.4 DIMENSION LUMBER FRAMING |
| A. Framing: No. 2 grade of any of the following species: |
| 2.5 MISCELLANEOUS LUMBER |
| A. General: Provide miscellaneous lumber indicated and lumber for support or attachment of other construction, including the following: |
| B. Dimension Lumber Items: Construction or No. 2 grade lumber of any species. |
| C. Utility Shelving: Lumber with 15 percent maximum moisture content of eastern white pine, Idaho white, lodgepole, ponderosa, or sugar pine; Premium or No. 2 Common (Sterling) grade, NeLMA, NLGA, WCLIB, or WWPA. |
| D. Concealed Boards: 15 percent maximum moisture content of any of the following species and grades: |
| 2.6 PLYWOOD BACKING PANELS |
| A. Equipment Backing Panels: Plywood, DOC PS 1, Exposure 1, C-D plugged, fire-retardant treated in thickness indicated or, if not indicated, not less than 3/4-inch nominal thickness. |
| 2.7 FASTENERS |
| A. General: Provide fasteners of size and type indicated that comply with requirements specified in this article for material and manufacture. |
| B. Power-Driven Fasteners: Fastener systems with an evaluation report acceptable to authorities having jurisdiction, based on ICC-ES AC70. |
| 2.8 MISCELLANEOUS MATERIALS |
| A. Flexible Flashing: Composite, self-adhesive, flashing product consisting of a pliable, butyl rubber or rubberized-asphalt compound, bonded to a high-density polyethylene film, aluminum foil, or spunbonded polyolefin to produce an overall thickness of not less than 0.025 inch. |
| PART 3 - EXECUTION |
| 3.1 INSTALLATION, GENERAL |
| A. Framing Standard: Comply with AF&PA's WCD 1, "Details for Conventional Wood Frame Construction" unless otherwise indicated. |
| B. Set carpentry to required levels and lines, with members plumb, true to line, cut, and fitted. Fit carpentry accurately to other construction. Locate nailers, blocking, and similar supports to comply with requirements for attaching other construction. |
| C. Coordinate locations with utilities requiring backing panels. Install fire retardant treated plywood backing panels with classification marking of testing agency exposed to view. |
| D. Do not splice structural members between supports unless otherwise indicated. |
| E. Comply with AWPA M4 for applying field treatment to cut surfaces of preservative treated lumber. |
| F. Securely attach carpentry work to substrate by anchoring and fastening as indicated, complying with the following: |
| 3.2 PROTECTION |
| A. Protect wood that has been treated with inorganic boron (SBX) from weather. If, despite protection, inorganic boron treated wood becomes wet, apply EPA-registered borate treatment. Apply borate solution by spraying to comply with EPA registered label. |
| 06 16 00 Sheathing |
| PART 1 - GENERAL |
| 1.1 RELATED DOCUMENTS |
| A. Drawings and general provisions of the contract, including General and Supplementary Conditions and Division 01 Specification sections, apply to this section. If differing requirements are identified elsewhere (in these specifications or on drawings or separate instructions), the more stringent requirement shall be met. |
| 1.2 SUMMARY |
| A. Section Includes: |
| 1.3 ACTION SUBMITTALS |
| A. Product Data: For each type of process and factory fabricated product. |
| 1.4 INFORMATIONAL SUBMITTALS |
| A. Evaluation Reports: For the following, from ICC-ES: |
| PART 2 - PRODUCTS |
| 2.1 PRESERVATIVE-TREATED PLYWOOD |
| A. Preservative Treatment by Pressure Process: AWPA U1, use Category UC3b for exterior construction not in contact with ground. |
| B. Mark plywood with appropriate classification marking of an inspection agency acceptable to authorities having jurisdiction. |
| C. Application: Treat items indicated on drawings and plywood in contact with concrete or used with roofing, flashing, vapor barriers, and waterproofing. |
| 2.2 WALL SHEATHING |
| A. Plywood Sheathing: Either DOC PS 1 or DOC PS 2 Exposure 1 sheathing. |
| B. Oriented-Strand-Board Sheathing: DOC PS 2, Exposure 1 sheathing. |
| 2.3 ROOF SHEATHING |
| A. Plywood Sheathing: Either DOC PS 1 or DOC PS 2, Exterior, Structural-I sheathing. |
| B. Oriented-Strand-Board Sheathing: DOC PS 2, Exposure 1, Structural-I sheathing. |
| 2.4 FASTENERS |
| A. General: Provide fasteners of size and type indicated that comply with requirements specified in this article for material and manufacture. |
| 2.5 MISCELLANEOUS MATERIALS |
| A. Adhesives for Field Gluing Panels to Wood Framing: Formulation complying with APA AFG-01 approved for use with type of construction panel indicated by manufacturers of both adhesives and panels. |
| PART 3 - EXECUTION |
| 3.1 INSTALLATION, GENERAL |
| A. Do not use materials with defects that impair quality of sheathing or pieces that are too small to use with minimum number of joints or optimum joint arrangement. Arrange joints so pieces do not span between fewer than three support members. |
| B. Cut panels at penetrations, edges, and other obstructions of work, fit tightly against abutting construction unless otherwise indicated. |
| C. Securely attach to substrate by fastening as indicated, complying with the following: |
| D. Coordinate roof sheathing installation with flashing and joint-sealant installation so these materials are installed in sequence and manner that prevent exterior moisture from passing through completed assembly. |
| E. Do not bridge building expansion joints; cut and space edges of panels to match spacing of structural support elements. |
| 3.2 WOOD STRUCTURAL PANEL INSTALLATION |
| A. General: Comply with applicable recommendations in APA Form No. E30, "Engineered Wood Construction Guide" for types of structural-use panels and applications indicated. |
| B. Fastening Methods: Fasten panels as indicated below: |
| 06 17 53 Shop-Fabricated Wood Trusses |
| PART 1 - GENERAL |
| 1.1 RELATED DOCUMENTS |
| A. Drawings and general provisions of the contract, including General and Supplementary Conditions and Division 01 Specification sections, apply to this section. If differing requirements are identified elsewhere (in these specifications or on drawings or separate instructions), the more stringent requirement shall be met. |
| 1.2 SUMMARY |
| A. Section Includes: |
| 1.3 ACTION SUBMITTALS |
| A. Product Data: For metal-plate connectors, metal truss accessories, and fasteners. |
| B. Shop Drawings: Show fabrication and installation details for trusses. |
| C. Delegated-Design Submittal: For metal-plate-connected wood trusses indicated to comply with performance requirements and design criteria, including analysis data signed and sealed by the qualified professional engineer responsible for their preparation. |
| 1.4 INFORMATIONAL SUBMITTALS |
| A. Product Certificates: For metal-plate-connected wood trusses, signed by officer of truss-fabricating firm. |
| B. Evaluation Reports: For the following, from ICC-ES: |
| 1.5 QUALITY ASSURANCE |
| A. Metal Connector-Plate Manufacturer Qualifications: A manufacturer who is a member of TPI and who complies with quality-control procedures in TPI 1 for manufacture of connector plates. |
| B. Fabricator Qualifications: Shop that participates in a recognized quality-assurance program, complies with quality-control procedures in TPI 1, and involves third-party inspection by an independent testing and inspecting agency acceptable to Architect and authorities having jurisdiction and is certified for chain of custody by an FSC-accredited certification body. |
| 1.6 DELIVERY, STORAGE, AND HANDLING |
| A. Handle and store trusses to comply with recommendations in SBCA BCSI, "Building Component Safety Information: Guide to Good Practice for Handling, Installing, Restraining, & Bracing Metal Plate Connected Wood Trusses." |
| PART 2 - PRODUCTS |
| 2.1 PERFORMANCE REQUIREMENTS |
| A. Delegated Design: Engage a qualified professional engineer, as defined in Section 01 40 00 - Quality Requirements, to design metal-plate-connected wood trusses. |
| B. Structural Performance: Metal-plate-connected wood trusses shall be capable of withstanding design loads within limits and under conditions indicated. Comply with requirements in TPI 1. |
| C. Comply with applicable requirements and recommendations of TPI 1, TPI DSB, and SBCA BCSI. |
| D. Wood Structural Design Standard: Comply with applicable requirements in AF&PA's "National Design Specifications for Wood Construction" and its "Supplement." |
| 2.2 DIMENSION LUMBER |
| A. Lumber: DOC PS 20 and applicable rules of any rules-writing agency certified by the American Lumber Standard Committee (ALSC) Board of Review. Provide lumber graded by an agency certified by the ALSC Board of Review to inspect and grade lumber under the rules indicated. |
| B. Permanent Bracing: Provide wood bracing that complies with requirements for miscellaneous lumber in Section 06 10 53 - Miscellaneous Rough Carpentry. |
| 2.3 METAL CONNECTOR PLATES |
| A. General: Fabricate connector plates to comply with TPI 1. |
| B. Hot-Dip Galvanized-Steel Sheet: ASTM A 653/A 653M; Structural Steel (SS), high-strength low-alloy steel Type A (HSLAS Type A), or high-strength low-alloy steel Type B (HSLAS Type B); G60 coating designation; and not less than 0.036 inch thick. |
| 2.4 FASTENERS |
| A. General: Provide fasteners of size and type indicated that comply with requirements specified in this article for material and manufacture. |
| B. Nails, Brads, and Staples: ASTM F 1667. |
| 2.5 METAL FRAMING ANCHORS AND ACCESSORIES |
| A. Allowable design loads, as published by manufacturer, shall comply with or exceed those indicated. Manufacturer's published values shall be determined from empirical data or by rational engineering analysis and demonstrated by comprehensive testing performed by a qualified independent testing agency. Framing anchors shall be punched for fasteners adequate to withstand same loads as framing anchors. |
| B. Galvanized-Steel Sheet: Hot-dip, zinc-coated steel sheet complying with ASTM A 653/A 653M, G60 coating designation. |
| 2.6 FABRICATION |
| A. Assemble truss members in design configuration indicated; use jigs or other means to ensure uniformity and accuracy of assembly, with joints closely fitted to comply with tolerances in TPI 1. Position members to produce design camber indicated. |
| B. Connect truss members by metal connector plates located and securely embedded simultaneously in both sides of wood members by air or hydraulic press. |
| PART 3 - EXECUTION |
| 3.1 INSTALLATION |
| A. Install wood trusses only after supporting construction is in place and is braced and secured. |
| B. If trusses are delivered to project site in more than one piece, assemble trusses before installing. |
| C. Hoist trusses in place by lifting equipment suited to sizes and types of trusses required, exercising care not to damage truss members or joints by out-of-plane bending or other causes. |
| D. Install and brace trusses according to TPI recommendations and as indicated. |
| E. Anchor trusses securely at bearing points; use metal truss tie-downs or floor truss hangers as applicable. Install fasteners through each fastener hole in metal framing anchors according to manufacturer's fastening schedules and written instructions. |
| F. Securely connect each truss ply required for forming built-up girder trusses. |
| G. Install and fasten permanent bracing during truss erection and before construction loads are applied. Anchor ends of permanent bracing where terminating at walls or beams. |
| H. Install wood trusses within installation tolerances in TPI 1. |
| I. Do not alter trusses in field. Do not cut, drill, notch, or remove truss members. |
| J. Replace wood trusses that are damaged or do not comply with requirements. |
| 06 20 13 Exterior Finish Carpentry |
| PART 1 - GENERAL |
| 1.1 RELATED DOCUMENTS |
| A. Drawings and general provisions of the contract, including General and Supplementary Conditions and Division 01 Specification sections, apply to this section. If differing requirements are identified elsewhere (in these specifications or on drawings or separate instructions), the more stringent requirement shall be met. |
| 1.2 SUMMARY |
| A. Section Includes: |
| 1.3 ACTION SUBMITTALS |
| A. Product Data: For each type of process and factory-fabricated product. |
| B. Samples: For each exposed product and for each color and texture specified. |
| 1.4 WARRANTY |
| A. Manufacturer's Warranty for Softboard Siding Soffits: Manufacturer agrees to repair or replace components that fail in materials or workmanship within specified warranty period. |
| PART 2 - PRODUCTS |
| 2.1 MATERIALS, GENERAL |
| A. Lumber: DOC PS 20 and applicable rules of grading agencies indicated. If no grading agency is indicated, comply with applicable rules of any rules-writing agency certified by the American Lumber Standard Committee's (ALSC) Board of Review. Grade lumber by an agency certified by the ALSC's Board of Review to inspect and grade lumber under the rules indicated. |
| 2.2 LUMBER SOFFITS |
| A. Provide kiln-dried lumber siding complying with DOC PS 20, factory coated with exterior primer compatible with topcoats specified. Provide samples of each of the following species: |
| B. Species and Grade: Eastern white pine, eastern hemlock-balsam fir-tamarack, eastern spruce, or white woods; NeLMA, NLGA, WCLIB, or WWPA Premium or 2 Common. |
| C. Species and Grade: Southern pine; SPIB 2 Common. |
| D. Pattern: V-edge, smooth-faced tongue and groove, actual face width (coverage) and thickness of 5-1/8 by 23/32 inch. |
| 2.3 MISCELLANEOUS MATERIALS |
| A. Fasteners for Exterior Finish Carpentry: Provide nails or screws, in sufficient length to penetrate not less than 1-1/2 inches into wood substrate. |
| B. Sealants: Latex, complying with ASTM C 834 and applicable requirements in Section 07 92 00 - Joint Sealants and recommended by sealant and substrate manufacturers for intended application. |
| PART 3 - EXECUTION |
| 3.1 PREPARATION |
| A. Clean substrates of projections and substances detrimental to application. |
| B. Prime lumber and moldings to be painted, including both faces and edges, unless factory primed. |
| 3.2 INSTALLATION, GENERAL |
| A. Install exterior finish carpentry level, plumb, true, and aligned with adjacent materials. |
| 06 20 23 Interior Finish Carpentry |
| PART 1 - GENERAL |
| 1.1 RELATED DOCUMENTS |
| A. Drawings and general provisions of the contract, including General and Supplementary Conditions and Division 01 Specification sections, apply to this section. If differing requirements are identified elsewhere (in these specifications or on drawings or separate instructions), the more stringent requirement shall be met. |
| 1.2 SUMMARY |
| A. Section Includes: |
| 1.3 ACTION SUBMITTALS |
| A. Product Data: For each type of process and factory-fabricated product. |
| PART 2 - PRODUCTS |
| 2.1 MATERIALS, GENERAL |
| A. Lumber: DOC PS 20 and applicable rules of grading agencies indicated. If no grading agency is indicated, comply with applicable rules of any rules-writing agency certified by the American Lumber Standard Committee's (ALSC) Board of Review. Grade lumber by an agency certified by the ALSC's Board of Review to inspect and grade lumber under the rules indicated. |
| 2.2 INTERIOR TRIM |
| A. Lumber Trim for Opaque Finish (Painted Finish): |
| 2.3 MISCELLANEOUS MATERIALS |
| A. Fasteners for Interior Finish Carpentry: Nails, screws, and other anchoring devices of type, size, material, and finish required for application indicated to provide secure attachment, concealed where possible. |
| B. Glue: Aliphatic-resin, polyurethane, or resorcinol wood glue recommended by manufacturer for general carpentry use. |
| C. Multipurpose Construction Adhesive: Formulation complying with ASTM D 3498 that is recommended for indicated use by adhesive manufacturer. |
| PART 3 - EXECUTION |
| 3.1 PREPARATION |
| A. Clean substrates of projections and substances detrimental to application. |
| B. Before installing interior finish carpentry, condition materials to average prevailing humidity in installation areas for a minimum of 24 hours unless longer conditioning is recommended by manufacturer. |
| 3.2 INSTALLATION, GENERAL |
| A. Install interior finish carpentry level, plumb, true, and aligned with adjacent materials. |
| 3.3 STANDING AND RUNNING TRIM INSTALLATION |
| A. Install trim with minimum number of joints as is practical using full length pieces from maximum lengths of lumber available. |
| 06 42 16 Flush Wood Paneling |
| PART 1 - GENERAL |
| 1.1 RELATED DOCUMENTS |
| A. Drawings and general provisions of the contract, including General and Supplementary Conditions and Division 01 Specification sections, apply to this section. If differing requirements are identified elsewhere (in these specifications or on drawings or separate instructions), the more stringent requirement shall be met. |
| 1.2 SUMMARY |
| A. Section Includes: |
| 1.3 PREINSTALLATION MEETINGS |
| A. Preinstallation Conference: Conduct conference at [project site] <Insert location>. |
| 1.4 ACTION SUBMITTALS |
| A. Product Data: For each type of product. |
| B. Shop Drawings: For flush wood paneling. |
| C. Samples: For each exposed product and for each color and finish specified. |
| 1.5 INFORMATIONAL SUBMITTALS |
| A. Quality Standard Compliance Certificates: [AWI Quality Certification Program] [WI Certified Compliance Program]. |
| B. Research reports. |
| 1.6 QUALITY ASSURANCE |
| A. Fabricator Qualifications: Shop that employs skilled workers who custom-fabricate products similar to those required for this project and whose products have a record of successful in-service performance. |
| B. Installer Qualifications: AWI's Quality Certification Program accredited participant. |
| PART 2 - PRODUCTS |
| 2.1 PANELING FABRICATORS |
| A. Source Limitations: Engage a qualified woodworking firm to assume undivided responsibility for production of paneling and wood trim. |
| 2.2 PANELING, GENERAL |
| A. Quality Standard: Unless otherwise indicated, comply with the "Architectural Woodwork Standards" for grades of flush wood paneling indicated for construction, finishes, installation, and other requirements. |
| 2.3 FLUSH WOOD PANELING (WOOD WALL SURFACING) |
| A. Grade: Custom. |
| B. Wood Species and Cut: 3/4" Knotty Pine Tongue and Grove. |
| C. Panel-Matching Method: |
| D. Exposed Panel Edges: Inset solid-wood. |
| E. Assemble panels by gluing and concealed fastening. |
| 2.4 MATERIALS |
| A. Materials, General: Provide materials that comply with requirements of referenced quality standard for each quality grade specified unless otherwise indicated. |
| B. Wood Moisture Content: 5 to 10 percent. |
| 2.5 INSTALLATION MATERIALS |
| A. Furring, Blocking, Shims, and Hanging Strips: Softwood or hardwood lumber, kiln-dried to less than 15 percent moisture content. |
| B. Anchors: Select material, type, size, and finish required for each substrate for secure anchorage. Provide metal expansion sleeves or expansion bolts for post-installed anchors. Use nonferrous-metal or hot-dip galvanized anchors and inserts at inside face of exterior walls. |
| C. Installation Adhesive: Product recommended by panel fabricator for each substrate for secure anchorage. |
| 2.6 FABRICATION |
| A. Complete fabrication, including assembly, to maximum extent possible, before shipment to project site. |
| B. Shop cut openings, to maximum extent possible, to receive hardware, appliances, plumbing fixtures, electrical work, and similar items. |
| 2.7 SHOP FINISHING |
| A. General: Finish paneling at fabrication shop as specified in this section. Defer only final touchup, cleaning, and polishing until after installation. |
| B. Preparation for Finishing: Comply with referenced quality standard for sanding, filling countersunk fasteners, sealing concealed surfaces, and similar preparations for finishing paneling, as applicable to each unit of work. |
| C. Transparent Finish: |
| PART 3 - EXECUTION |
| 3.1 INSTALLATION |
| A. Before installation, condition paneling to humidity conditions in installation areas. |
| B. Grade: Install paneling to comply with quality standard grade of paneling to be installed. |
| C. Install paneling level, plumb, true in line, and without distortion. Shim as required with concealed shims. Install level and plumb to a tolerance of 1/8 inch in 96 inches. Install with no more than 1/16 inch in 96-inch vertical cup or bow and 1/8 inch in 96-inch horizontal variation from a true plane. |
| D. Anchor paneling to supporting substrate with blind nailing. |
| E. Complete finishing work specified in this section to extent not completed at shop or before installation of paneling. Fill nail holes with matching filler where exposed. |
| F. See Section 09 93 00 - Staining and Transparent Finishing for final finishing of installed paneling. |
| 07 11 13 Bituminous Dampproofing |
| PART 1 - GENERAL |
| 1.1 RELATED DOCUMENTS |
| A. Drawings and general provisions of the contract, including General and Supplementary Conditions and Division 01 Specification sections, apply to this section. If differing requirements are identified elsewhere (in these specifications or on drawings or separate instructions), the more stringent requirement shall be met. |
| 1.2 SUMMARY |
| A. Section Includes: |
| 1.3 ACTION SUBMITTALS |
| A. Product Data: For each type of product. |
| PART 2 - PRODUCTS |
| 2.1 PERFORMANCE REQUIREMENTS |
| A. VOC Content: Products shall comply with VOC content limits of authorities having jurisdiction unless otherwise indicated. |
| 2.2 COLD-APPLIED, EMULSIFIED-ASPHALT DAMPPROOFING |
| A. Trowel Coats: ASTM D 1227, Type II, Class 1. |
| B. Fibered Brush and Spray Coats: ASTM D 1227, Type II, Class 1. |
| C. Brush and Spray Coats: ASTM D 1227, Type III, Class 1. |
| 2.3 AUXILIARY MATERIALS |
| A. Furnish auxiliary materials recommended in writing by dampproofing manufacturer for intended use and compatible with bituminous dampproofing. |
| B. Emulsified-Asphalt Primer: ASTM D 1227, Type III, Class 1, except diluted with water as recommended in writing by manufacturer. |
| C. Asphalt-Coated Glass Fabric: ASTM D 1668/D 1668M, Type I. |
| D. Protection Course: Smooth-surfaced roll roofing complying with ASTM D 6380/D 6380M, Class S, Type III. |
| PART 3 - EXECUTION |
| 3.1 APPLICATION, GENERAL |
| A. Comply with manufacturer's written instructions for dampproofing application, cure time between coats, and drying time before backfilling unless otherwise indicated. |
| B. Where dampproofing footings and foundation walls, apply from finished-grade line to top of footing; extend over top of footing and down a minimum of 6 inches over outside face of footing. |
| 3.2 COLD-APPLIED, EMULSIFIED-ASPHALT DAMPPROOFING |
| A. Concrete Foundations Walls: one fibered brush or spray coat at not less than 3 gal./100 sq. ft. |
| 3.3 PROTECTION COURSE INSTALLATION |
| A. Install protection course over completed-and-cured dampproofing. Comply with dampproofing material and protection course manufacturer's written instructions for attaching protection course. |
| 07 21 00 Thermal Insulation |
| PART 1 - GENERAL |
| 1.1 RELATED DOCUMENTS |
| A. Drawings and general provisions of the contract, including General and Supplementary Conditions and Division 01 Specification sections, apply to this section. If differing requirements are identified elsewhere (in these specifications or on drawings or separate instructions), the more stringent requirement shall be met. |
| 1.2 SUMMARY |
| A. Section Includes: |
| 1.3 ACTION SUBMITTALS |
| A. Product Data: For each type of product. |
| 1.4 INFORMATIONAL SUBMITTALS |
| A. Product test reports. |
| B. Research reports. |
| PART 2 - PRODUCTS |
| 2.1 POLYISOCYANURATE FOAM-PLASTIC BOARD |
| A. Polyisocyanurate Board Foil Faced: ASTM C 1289, foil faced, Type I, Class 1 or 2. |
| 2.2 GLASS-FIBER BLANKET |
| A. Glass-Fiber Blanket, Kraft Faced: ASTM C 665, Type II (nonreflective faced), Class C (faced surface not rated for flame propagation); Category 1 (membrane is a vapor barrier). |
| 2.3 ACCESSORIES |
| A. Insulation for Miscellaneous Voids: |
| B. Insulation Anchors, Spindles, and Standoffs: As recommended by manufacturer. |
| C. Adhesive for Bonding Insulation: Product compatible with insulation and air and water barrier materials, and with demonstrated capability to bond insulation securely to substrates without damaging insulation and substrates. |
| PART 3 - EXECUTION |
| 3.1 INSTALLATION, GENERAL |
| A. Comply with insulation manufacturer's written instructions applicable to products and applications. |
| B. Install insulation that is undamaged, dry, and unsoiled and has not been left exposed to ice, rain, or snow at any time. |
| C. Extend insulation to envelop entire area to be insulated. Fit tightly around obstructions and fill voids with insulation. Remove projections that interfere with placement. |
| D. Provide sizes to fit applications and selected from manufacturer's standard thicknesses, widths, and lengths. Apply single layer of insulation units unless multiple layers are otherwise shown or required to make up total thickness or to achieve R-value. |
| 3.2 INSTALLATION OF SLAB INSULATION |
| A. On vertical slab edge and foundation surfaces, set insulation units using manufacturer's recommended adhesive according to manufacturer's written instructions. |
| B. On horizontal surfaces, loosely lay insulation units according to manufacturer's written instructions. Stagger end joints and tightly abut insulation units. |
| 3.3 INSTALLATION OF FOUNDATION WALL INSULATION |
| A. Butt panels together for tight fit. |
| B. Anchor Installation: Install board insulation on concrete substrates by adhesively attached, spindle type insulation anchors. |
| 3.4 INSTALLATION OF INSULATION IN FRAMED CONSTRUCTION |
| A. Blanket Insulation: Install in cavities formed by framing members according to the following requirements: |
| B. Miscellaneous Voids: Install insulation in miscellaneous voids and cavity spaces where required to prevent gaps in insulation using the following materials: |
| 07 25 00 Weather Barriers |
| PART 1 - GENERAL |
| 1.1 RELATED DOCUMENTS |
| A. Drawings and general provisions of the contract, including General and Supplementary Conditions and Division 01 Specification sections, apply to this section. If differing requirements are identified elsewhere (in these specifications or on drawings or separate instructions), the more stringent requirement shall be met. |
| 1.2 SUMMARY |
| A. Section Includes: |
| 1.3 ACTION SUBMITTALS |
| A. Product Data: For each type of product. |
| 1.4 INFORMATIONAL SUBMITTALS |
| A. Evaluation Reports: For [water-resistive barrier and flexible flashing, from ICC-ES. |
| PART 2 - PRODUCTS |
| 2.1 WATER-RESISTIVE BARRIER |
| A. Building Wrap: ASTM E 1677, Type I air barrier; with flame-spread and smoke-developed indexes of less than 25 and 450, respectively, when tested according to ASTM E 84; UV stabilized; and acceptable to authorities having jurisdiction. |
| B. Building-Wrap Tape: Pressure-sensitive plastic tape recommended by building-wrap manufacturer for sealing joints and penetrations in building wrap. |
| PART 3 - EXECUTION |
| 3.1 WATER-RESISTIVE BARRIER INSTALLATION |
| A. Building Wrap: Comply with manufacturer's written instructions and warranty requirements. |
| 07 31 13 Asphalt Shingles |
| PART 1 - GENERAL |
| 1.1 RELATED DOCUMENTS |
| A. Drawings and general provisions of the contract, including General and Supplementary Conditions and Division 01 Specification sections, apply to this section. If differing requirements are identified elsewhere (in these specifications or on drawings or separate instructions), the more stringent requirement shall be met. |
| 1.2 SUMMARY |
| A. Section Includes: |
| B. Related Requirements: |
| 1.3 PREINSTALLATION MEETINGS |
| A. Preinstallation Conference: Conduct conference at project site. |
| 1.4 ACTION SUBMITTALS |
| A. Product Data: For each type of product. |
| B. Samples: For each exposed product and for each color and texture specified. |
| 1.5 INFORMATIONAL SUBMITTALS |
| A. Product test reports. |
| B. Evaluation reports. |
| C. Sample warranty. |
| 1.6 CLOSEOUT SUBMITTALS |
| A. Maintenance data. |
| 1.7 QUALITY ASSURANCE |
| A. Installer Qualifications: An authorized representative who is trained and approved by manufacturer. |
| 1.8 WARRANTY |
| A. Manufacturer's Warranty: Manufacturer agrees to repair or replace asphalt shingles that fail within specified warranty period. |
| PART 2 - PRODUCTS |
| 2.1 PERFORMANCE REQUIREMENTS |
| A. Exterior Fire-Test Exposure: Provide asphalt shingles and related roofing materials identical to those of assemblies tested for Class A fire resistance according to ASTM E 108 or UL 790 by Underwriters Laboratories, Inc. or another testing and inspecting agency acceptable to authorities having jurisdiction. Identify products with appropriate markings of applicable testing agency. |
| 2.2 GLASS-FIBER-REINFORCED ASPHALT SHINGLES |
| A. Three-Tab-Strip Asphalt Shingles: ASTM D 3462/D 3462M, glass-fiber reinforced, mineral-granule surfaced, and self-sealing; with tabs regularly spaced. |
| B. Hip and Ridge Shingles: [Manufacturer's standard units to match asphalt shingles] [Site-fabricated units cut from asphalt-shingle strips. Trim each side of lapped portion of unit to taper approximately 1 inch. |
| 2.3 UNDERLAYMENT MATERIALS |
| A. Self-Adhering Sheet Underlayment, Polyethylene Faced: ASTM D 1970/D 1970M, minimum of 40-mil-thick, slip-resisting, polyethylene-film-reinforced top surface laminated to SBS-modified asphalt adhesive, with release backing; cold applied. |
| 2.4 RIDGE VENTS |
| A. Rigid Ridge Vent: Manufacturer's standard, rigid section high-density polypropylene or other UV-stabilized plastic ridge vent for use under ridge shingles. |
| 2.5 ACCESSORIES |
| A. Asphalt Roofing Cement: ASTM D 4586, Type II, asbestos free. |
| B. Roofing Nails: ASTM F 1667; aluminum, stainless-steel, copper, or hot-dip galvanized-steel wire shingle nails, minimum 0.120-inch-diameter, sharp-pointed, with a minimum 3/8-inch-diameter flat head and of sufficient length to penetrate 3/4 inch into solid wood decking or extend at least 1/8 inch through OSB or plywood sheathing. |
| C. Synthetic-Underlayment Fasteners: As recommended in writing by synthetic-underlayment manufacturer for application indicated. |
| 2.6 METAL FLASHING AND TRIM |
| A. General: Comply with requirements in Section 07 62 00 - Sheet Metal Flashing and Trim. |
| B. Fabricate sheet metal flashing and trim to comply with recommendations in SMACNA's "Architectural Sheet Metal Manual" that apply to design, dimensions, metal, and other characteristics of the item. |
| PART 3 - EXECUTION |
| 3.1 UNDERLAYMENT INSTALLATION |
| A. General: Comply with underlayment manufacturer's written installation instructions applicable to products and applications indicated unless more stringent requirements apply. |
| B. Self-Adhering Sheet Underlayment: Install, wrinkle free, on roof deck. Comply with low-temperature installation restrictions of underlayment manufacturer if applicable. Install lapped in direction that sheds water. Lap sides not less than 3-1/2 inches. Lap ends not less than 6 inches staggered 24 inches between courses. Roll laps with roller. Cover underlayment within seven days. |
| 3.2 METAL FLASHING INSTALLATION |
| A. General: Install metal flashings and other sheet metal to comply with requirements in Section 07 62 00 - Sheet Metal Flashing and Trim. |
| 3.3 ASPHALT-SHINGLE INSTALLATION |
| A. General: Install asphalt shingles according to manufacturer's written instructions, recommendations in ARMA's "Residential Asphalt Roofing Manual," and recommendations in NRCA's "NRCA Guidelines for Asphalt Shingle Roof Systems." |
| B. Install starter strip along lowest roof edge, consisting of an asphalt-shingle strip with tabs removed at least 7 inches wide with self-sealing strip face up at roof edge. |
| C. Install first and remaining courses of asphalt shingles stair-stepping diagonally across roof deck with manufacturer's recommended offset pattern at succeeding courses, maintaining uniform exposure. |
| D. Install first and remaining courses of asphalt shingles stair-stepping diagonally across roof deck with manufacturer's recommended offset pattern at succeeding courses, maintaining uniform exposure. |
| E. Install asphalt shingles by single-strip column or racking method, maintaining uniform exposure. Install full-length first course followed by cut second course, repeating alternating pattern in succeeding courses. |
| F. Fasten asphalt-shingle strips with a minimum of six roofing nails located according to manufacturer's written instructions. |
| G. Ridge Vents: Install continuous ridge vents over asphalt shingles according to manufacturer's written instructions. Fasten with roofing nails of sufficient length to penetrate sheathing. |
| 07 46 46 Fiber-Cement Siding |
| PART 1 - GENERAL |
| 1.1 RELATED DOCUMENTS |
| A. Drawings and general provisions of the contract, including General and Supplementary Conditions and Division 01 Specification sections, apply to this section. If differing requirements are identified elsewhere (in these specifications or on drawings or separate instructions), the more stringent requirement shall be met. |
| 1.2 SUMMARY |
| A. Section includes fiber-cement siding and soffit. |
| 1.3 ACTION SUBMITTALS |
| A. Product Data: For each type of product. |
| B. Samples: For fiber-cement siding and soffit including related accessories. |
| 1.4 INFORMATIONAL SUBMITTALS |
| A. Product certificates. |
| B. Product test reports. |
| C. Research/evaluation reports. |
| D. Sample warranty. |
| 1.5 CLOSEOUT SUBMITTALS |
| A. Maintenance data. |
| 1.6 QUALITY ASSURANCE |
| A. Mockups: Build mockups to verify selections made under sample submittals and to demonstrate aesthetic effects and to set quality standards for fabrication and installation. |
| 1.7 WARRANTY |
| A. Special Warranty: Manufacturer agrees to repair or replace products that fail in materials or workmanship within specified warranty period. |
| PART 2 - PRODUCTS |
| 2.1 FIBER-CEMENT SIDING |
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