Bid Package - Royal Oak High School Window Replacement pages 101-150.pdf

TMP Architecture, Inc. TMP17109D

11/24/20 CONSTRUCTION DOCUMENTS METAL GRATINGS AND FLOOR PLATES

05 5305-1

SECTION 05 5305 - METAL GRATINGS AND FLOOR PLATES

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Formed metal floor, mezzanine, and stair tread gratings.

B. Flat surface floor and stair tread plating.

1.02 RELATED REQUIREMENTS

A. Section 09 9123 - Interior Painting: Field paint finish.

1.03 REFERENCE STANDARDS

A. ASTM A786/A786M - Standard Specification for Hot-Rolled Carbon, Low-Alloy, High-Strength

Low-Alloy, and Alloy Steel Floor Plates 2015.

B. AWS A2.4 - Standard Symbols for Welding, Brazing, and Nondestructive Examination 2012.

C. SSPC-SP 2 - Hand Tool Cleaning 2018.

1.04 SUBMITTALS

A. See Section 01 3000 - Administrative Requirements, for submittal procedures.

B. Shop Drawings: Indicate details of component supports, openings, perimeter construction details, and tolerances.

1. Indicate welded connections using standard AWS A2.4 welding symbols. Indicate net weld lengths.

C. Welders' Certificates: Submit certification for welders employed on the project, verifying AWS qualification within the previous 12 months.

PART 2 PRODUCTS

2.01 PERFORMANCE REQUIREMENTS

A. Comply with applicable code for loading requirements.

B. Design Live (Pedestrian) Load: Uniform load of 100 lb/sq ft minimum; concentrated load of

300 lbs.

C. Maximum Allowable Deflection Under Live Load: 1/240 of span; size components by single support design.

2.02 MATERIALS

A. Steel Floor Plate: ASTM A786/A786M; manufacturer's standard pattern.

2.03 FABRICATION

A. Fabricate grates and plates to accommodate design loads.

2.04 FINISHES

A. Prepare surfaces to be primed in accordance with SSPC-SP 2.

B. Clean surfaces of rust, scale, grease, and foreign matter prior to finishing.

C. Do not prime surfaces in direct contact with concrete or where field welding is required.

D. Prime paint items with one coat.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify that field measurements are as indicated on drawings.

B. Verify that opening sizes and dimensional tolerances are acceptable.

C. Verify that supports are correctly positioned.

3.02 INSTALLATION

A. Install components in accordance with manufacturer's instructions.

B. Anchor by welding.

END OF SECTION

11/24/20 CONSTRUCTION DOCUMENTS METAL GRATINGS AND FLOOR PLATES

05 5305-2

11/24/20 CONSTRUCTION DOCUMENTS ROUGH CARPENTRY

06 1000-1

SECTION 06 1000 - ROUGH CARPENTRY

1.01 SECTION INCLUDES

A. Non-structural dimension lumber framing.

B. Preservative treated wood materials.

C. Fire retardant treated wood materials.

D. Concealed wood blocking, nailers, and supports.

E. Miscellaneous wood nailers, furring, and grounds.

1.02 RELATED REQUIREMENTS

A. Section 07 6200 - Sheet Metal Flashing and Trim: Sill flashings.

B. Section 09 2116 - Gypsum Board Assemblies: Gypsum-based sheathing.

1.03 REFERENCE STANDARDS

A. AWC (WFCM) - Wood Frame Construction Manual for One- and Two-Family Dwellings 2015.

B. ASTM C557 - Standard Specification for Adhesives for Fastening Gypsum Wallboard to Wood

Framing 2003 (Reapproved 2017).

C. ASTM D2898 - Standard Test Methods for Accelerated Weathering of Fire-Retardant-Treated

Wood for Fire Testing 2010 (Reapproved 2017).

D. ASTM D3498 - Standard Specification for Adhesives for Field-Gluing Wood Structural Panels

(Plywood or Oriented Strand Board) to Wood Based Floor System Framing 2019a.

E. ASTM E84 - Standard Test Method for Surface Burning Characteristics of Building Materials

2020.

F. AWPA U1 - Use Category System: User Specification for Treated Wood 2018.

G. PS 1 - Structural Plywood 2009.

H. PS 20 - American Softwood Lumber Standard 2020.

1.04 SUBMITTALS

A. See Section 01 3000 - Administrative Requirements, for submittal procedures.

B. Product Data: Provide technical data on wood preservative materials and application instructions.

C. Manufacturer's Certificate: Certify that wood products supplied for rough carpentry meet or exceed specified requirements.

1.05 DELIVERY, STORAGE, AND HANDLING

A. General: Cover wood products to protect against moisture. Support stacked products to prevent deformation and to allow air circulation.

B. Fire Retardant Treated Wood: Prevent exposure to precipitation during shipping, storage, or installation.

PART 2 PRODUCTS

2.01 GENERAL REQUIREMENTS

A. Dimension Lumber: Comply with PS 20 and requirements of specified grading agencies.

1. Species: Unless otherwise indicated, 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.

2.02 DIMENSION LUMBER

A. Sizes: Nominal sizes as indicated on drawings, S4S.

B. Moisture Content: Kiln-dry or MC15.

06 1000-2

C. Stud Framing (2 by 2 through 2 by 6 ):

1. Species: Southern Pine.

2. Grade: No. 2.

D. Stud Framing Framing (2 by 6 through 4 by 16 ):

1. Species: Southern Pine.

2. Grade: No. 2.

E. Miscellaneous Framing, Blocking, Nailers, Grounds, and Furring:

1. Lumber: S4S, No. 2 or Standard Grade.

2. Boards: Grade No. 2.

2.03 CONSTRUCTION PANELS

A. Wall Sheathing: Plywood, PS 1, Grade C-C, Exterior Exposure.

1. Panel Grade: APA Rated; Structural I Sheathing.

2. Span Rating: 48/24.

3. Bond Classification: Exterior.

4. Performance Category: 3/4.

5. Thickness: 3/4 inch unless otherwise indicated.

B. Other Applications:

1. Plywood Concealed From View But Located Within Exterior Enclosure: PS 1, C-C Plugged or better, Exterior grade.

2. Concealed Plywood in Other Locations: PS 1, C-D Plugged or better.

2.04 ACCESSORIES

A. Fasteners and Anchors:

1. Metal and Finish: Stainless steel for high humidity and preservative-treated wood locations, unfinished steel elsewhere.

2. Drywall Screws: Bugle head, hardened steel, power driven type, length three times thickness of sheathing.

3. Anchors:

a. Toggle bolt type for anchorage to hollow masonry.

b. Expansion shield and lag bolt type for anchorage to solid masonry or concrete.

c. Bolt or ballistic fastener for anchorages to steel

B. Construction Adhesives: Adhesives complying with ASTM C557 or ASTM D3498.

1. Manufacturers:

a. Franklin International, Inc; Titebond GREENchoice Heavy Duty Construction

Adhesive: www.titebond.com.

b. Liquid Nails, a brand of PPG Industries, Inc.; LN-903 Heavy Duty Construction

Adhesive (Low VOC): www.liquidnails.com.

c. Substitutions: See Section 01 6000 - Product Requirements.

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. Fire-Retardant Treated Wood: Mark each piece of wood with producer's stamp indicating compliance with specified requirements.

2. 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.

B. Fire Retardant Treatment:

1. Manufacturers:

a. Lonza Group: www.wolmanizedwood.com.

b. Hoover Treated Wood Products, Inc: www.frtw.com.

c. Koppers, Inc: www.koppersperformancechemicals.com.

d. Viance, LLC: www.treatedwood.com.

06 1000-3

e. Substitutions: See Section 01 6000 - Product Requirements.

2. Exterior Type: AWPA U1, Category UCFB, Commodity Specification H, chemically treated and pressure impregnated; capable of providing a maximum flame spread index of 25 when tested in accordance with ASTM E84, with no evidence of significant combustion when test is extended for an additional 20 minutes both before and after accelerated weathering test performed in accordance with ASTM D2898.

a. Kiln dry wood after treatment to a maximum moisture content of 19 percent for lumber and 15 percent for plywood.

b. Treat lumber in locations as indicated

3. Interior Type A: AWPA U1, Use Category UCFA, Commodity Specification H, low temperature (low hygroscopic) type, chemically treated and pressure impregnated;

capable of providing a maximum flame spread index of 25 when tested in accordance with ASTM E84, with no evidence of significant combustion when test is extended for an additional 20 minutes.

a. Kiln dry wood after treatment to a maximum moisture content of 19 percent for lumber and 15 percent for plywood.

b. All interior rough carpentry items are to be fire retardant treated.

C. Preservative Treatment:

1. Manufacturers:

a. Lonza Group: www.wolmanizedwood.com.

b. Hoover Treated Wood Products, Inc: www.frtw.com.

c. Koppers Performance Chemicals, Inc: www.koppersperformancechemicals.com.

d. Viance, LLC: www.treatedwood.com.

e. Substitutions: See Section 01 6000 - Product Requirements.

2. Preservative Pressure Treatment of Lumber Above Grade: AWPA U1, Use Category UC3B, Commodity Specification A using waterborne preservative.

a. Kiln dry lumber after treatment to maximum moisture content of 19 percent.

b. Treat lumber exposed to weather.

c. Treat lumber in contact with roofing, flashing, or waterproofing.

1) At Contractor's option, roof nailers may be non-preservative treated.

d. Treat lumber in contact with masonry or concrete.

e. Treat lumber less than 18 inches above grade.

f. Treat lumber in other locations as indicated.

3. Preservative Pressure Treatment of Plywood Above Grade: AWPA U1, Use Category UC2 and UC3B, Commodity Specification F using waterborne preservative.

a. Kiln dry plywood after treatment to maximum moisture content of 19 percent.

b. Treat plywood in contact with roofing, flashing, or waterproofing.

c. Treat plywood in contact with masonry or concrete.

d. Treat plywood less than 18 inches above grade.

e. Treat plywood in other locations as indicated.

4. Preservative for Field Application to Cut Surfaces: As recommended by manufacturer of factory treatment chemicals for brush-application in the field.

PART 3 EXECUTION

3.01 INSTALLATION - GENERAL

A. Select material sizes to minimize waste.

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 MISCELLANEOUS FRAMING

A. Install miscellaneous framing level, plumb, and true to line.

06 1000-4

B. Comply with member sizes, spacing, and configurations indicated, and fastener size and spacing indicated, but not less than required by applicable codes and AWC (WFCM) Wood

Frame Construction Manual.

C. Install horizontal spanning members with crown edge up and not less than 3 inches of bearing at each end.

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.

B. In walls, provide blocking attached to studs as backing and support for wall-mounted items, unless item can be securely fastened to two or more studs or other method of support is explicitly indicated.

C. Where ceiling-mounting is indicated, provide blocking and supplementary supports above ceiling, unless other method of support is explicitly indicated.

3.04 INSTALLATION OF CONSTRUCTION PANELS

A. Wall Sheathing: Secure with long dimension perpendicular to wall studs, with ends over firm bearing and staggered, using screws.

3.05 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.

11/24/20 CONSTRUCTION DOCUMENTS INTERIOR ARCHITECTURAL WOODWORK

06 4023-1

SECTION 06 4023 - INTERIOR ARCHITECTURAL WOODWORK

1.01 SECTION INCLUDES

A. Cabinets and millwork - specially fabricated.

B. Miscellaneous items including:

1. Window stools

2. Other items as indicated on Drawings.

1.02 REFERENCE STANDARDS

A. AWI/AWMAC/WI (AWS) - Architectural Woodwork Standards 2014, with Errata (2018).

B. AWPA U1 - Use Category System: User Specification for Treated Wood 2018.

C. BHMA A156.9 - American National Standard for Cabinet Hardware 2015.

D. ISFA 2-01 - Classification and Standards for Solid Surfacing Material 2013.

E. MIA (DSDM) - Dimensional Stone Design Manual, Version VIII 2016.

F. NEMA LD 3 - High-Pressure Decorative Laminates 2005.

G. UL (DIR) - Online Certifications Directory Current Edition.

1.03 ADMINISTRATIVE REQUIREMENTS

A. Preinstallation Meeting: Convene a preinstallation meeting not less than one week before starting work of this section; require attendance by all affected installers.

1.04 SUBMITTALS

A. See Section 01 3000 - Administrative Requirements, for submittal procedures.

B. Product Data: Provide data for the following:

1. Anchors and fasteners.

2. Adhesives.

3. Shop finishing materials.

4. Fire retardant treatment.

5. Wood preservative treatment.

C. Shop Drawings: Indicate materials, component profiles, fastening methods, jointing details, and accessories. Include the following:

1. Information required by AWI/AWMAC/WI (AWS).

2. Dimensioned plans, elevations, and sections.

3. Show locations and sizes of furring, blocking, and hanging strips, including blocking and reinforcement concealed by construction and specified in other Sections.

4. Show locations and sizes of cutouts and holes for items installed in architectural woodwork.

D. Samples: Three samples of each of the following:

1. Solid Surfacing: 4 by 4 inches, for each type, color, pattern, and finish.

1.05 QUALITY ASSURANCE

A. Fabricator Qualifications: Company specializing in fabricating the products specified in this section with minimum five years of documented experience.

B. Single Source Responsibility: Provide and install interior architectural woodwork from single fabricator.

1.06 DELIVERY, STORAGE, AND HANDLING

A. Comply with AWI/AWMAC/WI (AWS).

B. Do not deliver interior architectural woodwork until painting and similar finish operations that might damage woodwork have been completed in installation areas.

C. Store woodwork in installation areas or in areas with the same environmental conditions;

temperature and humidity conditions in storage areas shall be at the same levels planned for occupancy.

D. Protect units from moisture damage.

06 4023-2

1.07 FIELD CONDITIONS

A. During and after installation of architectural woodwork, maintain temperature and humidity conditions in building spaces at same levels planned for occupancy.

PART 2 PRODUCTS

2.01 SOLID SURFACING

A. Solid Surfacing Sheet and Plastic Resin Castings: Complying with ISFA 2-01 and NEMA LD 3;

acrylic or polyester resin, mineral filler, and pigments; homogenous and non-porous; no surface coating; color and pattern consistent throughout thickness.

1. Manufacturers:

a. E. I. du Pont de Nemours and Company (Dupont); Corian: www.corian.com.

b. Substitutions: See Section 01 6000 - Product Requirements Not permitted.

2. Colors, Patterns, and Finishes:

a. As selected by architect from price group 1 through 3

2.02 ACCESSORIES

A. Support Faming, Grounds, and Concealed Blocking: Refer to Section 06 1000 - Rough

Carpentry.

B. Adhesives: Type recommended by fabricator to suit application.

1. Do not use adhesives that contain urea formaldehyde.

2. VOC Limits for Installation Adhesives and Glues: Use installation adhesives that comply with the following limits for VOC content when calculated according to 40 CFR 59, Subpart D (EPA Method 24):

a. Wood Glues: 30 g/L.

b. Contact Adhesive: 250 g/L.

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.

2.03 FABRICATION

A. General:

1. Fabricate woodwork to dimensions, profiles, and details indicated.

2. Complete fabrication, including assembly, finishing, and hardware application, to maximum extent possible before shipment to Project site. Disassemble components only as necessary for shipment and installation.

3. Fitting: When necessary to cut and fit on site, provide materials with ample allowance for cutting. Provide matching trim for scribing and site cutting.

4. Fire Retardant Wood Materials:

a. Provide UL (DIR) listed and approved identification on fire retardant treated material.

b. Deliver fire retardant treated materials cut to required sizes. Minimize field cutting.

2.04 MISCELLANEOUS ITEMS

A. Quality Standard: Premium Grade, in accordance with AWI/AWMAC/WI (AWS), unless noted otherwise.

B. Solid Surface Window Stools: Solid surfacing sheet or plastic resin casting over continuous substrate.

1. Flat Sheet Thickness: 1/2 inch, minimum.

2. Exposed Edge Treatment: Built up to minimum 2 inch thick; edge profile as indicated on drawings.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify adequacy of backing and support framing.

06 4023-3

B. Verify location and sizes of utility rough-in associated with work of this section.

3.02 PREPARATION

A. Coordinate sizes and locations of framing, blocking, furring, reinforcements, and other related units of Work specified in other Sections to ensure that architectural woodwork can be supported and installed as indicated.

B. Condition all interior architectural woodwork to temperature and humidity conditions in installation areas for not less than 72 hours prior to installation.

1. Temperature and humidity conditions shall be same levels planned for occupancy.

3.03 INSTALLATION - GENERAL

A. Install work in accordance with AWI/AWMAC/WI (AWS) requirements for grade indicated.

B. Install architectural woodwork level, plumb, true in line, and without distortion.

1. Shim as required with concealed shims.

2. Install level and plumb to a tolerance of 1/8 inch in 96 inches

C. Scribe and cut architectural woodwork to fit adjoining work, refinish cut surfaces, and repair damaged finish at cuts.

3.04 ADJUSTING

A. Adjust installed work.

B. Adjust moving or operating parts to function smoothly and correctly.

3.05 REPAIRING AND CLEANING

A. Repair damaged and defective architectural woodwork, where possible, to eliminate functional and visual defects. Where not possible to repair, replace architectural woodwork.

B. Clean all architectural woodwork, including, but not limited to, casework, counters, shelves, hardware, fittings, and fixtures.

06 4023-4

11/24/20 CONSTRUCTION DOCUMENTS THERMAL INSULATION

07 2100-1

SECTION 07 2100 - THERMAL INSULATION

1.01 SECTION INCLUDES

A. Board insulation.

B. Batt insulation.

C. Batt insulation for filling perimeter window and door shim spaces.

1.02 REFERENCE STANDARDS

A. ASTM C553 - Standard Specification for Mineral Fiber Blanket Thermal Insulation for

Commercial and Industrial Applications 2013 (Reapproved 2019).

B. ASTM C578 - Standard Specification for Rigid, Cellular Polystyrene Thermal Insulation 2019.

C. ASTM C612 - Standard Specification for Mineral Fiber Block and Board Thermal Insulation

2014 (Reapproved 2019).

D. ASTM C665 - Standard Specification for Mineral-Fiber Blanket Thermal Insulation for Light

Frame Construction and Manufactured Housing 2017.

E. ASTM D1621 - Standard Test Method for Compressive Properties Of Rigid Cellular Plastics

2016.

F. ASTM E84 - Standard Test Method for Surface Burning Characteristics of Building Materials

2020.

G. NFPA 285 - Standard Fire Test Method for Evaluation of Fire Propagation Characteristics of

Exterior Non-Load-Bearing Wall Assemblies Containing Combustible Components 2019.

1.03 ADMINISTRATIVE REQUIREMENTS

A. Product Coordination and Limitations: Provide products that when combined with materials and components of other sections, form exterior wall assemblies as detailed on Drawings, that comply with NFPA 285 testing and acceptance criteria.

1.04 SUBMITTALS

A. See Section 01 3000 - Administrative Requirements, for submittal procedures.

B. Product Data: Provide data on product characteristics, performance criteria, and product limitations.

C. NFPA 285 Documentation: For each product, submit documentation listing compatible materials and components that when used together in wall assemblies as detailed on

Drawings, comply with NFPA 285 testing and acceptance criteria.

1.05 QUALITY ASSURANCE

A. Manufacturer Qualifications: Company specializing in manufacturing products of the type specified in this section, with not less than 5 years of documented experience.

1.06 FIELD CONDITIONS

A. Do not install insulation adhesives when temperature or weather conditions are detrimental to successful installation.

PART 2 PRODUCTS

2.01 BOARD INSULATION MATERIALS

A. Extruded Polystyrene Board Insulation: Extruded polystyrene board; ASTM C578; with either natural skin or cut cell surfaces, and the following characteristics:

1. Type: Type IV.

2. Compressive Strength: 25 psi; ASTM D1621.

3. Flame Spread Index (FSI): Class A - 0 to 25, when tested in accordance with ASTM E84.

4. Smoke Developed Index (SDI): 450 or less, when tested in accordance with ASTM E84.

5. R-Value (RSI-value); 1 inch of material at 75 degrees F: 5 (0.88), minimum.

07 2100-2

6. Insulation shall be an approved component of an NFPA 285 tested exterior wall assembly as detailed on Drawings; tested in accordance with, and complying with the acceptance criteria, of NFPA 285.

7. Board Edges: Square.

8. Water Absorption, Maximum: 0.3 percent, by volume.

9. Products:

a. DiversiFoam Products: CertiFoam 25 SE; www.diversifoam.com.

b. Dow Building Solutions, Dow Chemical Company; Styrofoam Brand Square Edge

Insulation: www.dow.com.

c. Kingspan Insulation LLC; GreenGuard XPS TYPE IV 25

PSI: www.trustgreenguard.com.

d. Owens Corning; Foamular 250: www.owenscorning.com.

e. Substitutions: See Section 01 6000 - Product Requirements.

2.02 FIBERBOARD INSULATION MATERIALS

A. Where fiberboard insulation is indicated, either rock, slag, or glass mineral fiberboard insulation may be used, at Contractor's option.

B. Mineral Fiberboard Insulation: Rigid mineral fiber, in accordance with ASTM C612.

1. Facing: None, unfaced.

2. Flame Spread Index: 25 or less, when tested with facing, if any, in accordance with

ASTM E84.

3. Smoke Developed Index: 50 or less, when tested with facing, if any, in accordance with

ASTM E84.

4. Board Thickness: As indicated on drawings inches.

C. Mineral Fiberboard Insulation: Rigid or semi-rigid mineral fiber, ASTM C612 or ASTM C553;

unfaced flame spread index of 0 (zero) when tested in accordance with ASTM E84.

1. Smoke Developed Index: 450 or less, when tested in accordance with ASTM E84.

2.03 BATT INSULATION MATERIALS

A. Mineral Fiber Batt Insulation: Flexible or semi-rigid preformed batt or blanket, complying with

ASTM C665; friction fit; unfaced.

1. Flame Spread Index: 0 (zero) when tested in accordance with ASTM E84.

2. Smoke Developed Index: 0 (zero), when tested in accordance with ASTM E84.

3. Facing: Unfaced, Type 1.

4. At Metal Studs and Miscellaneous Locations:

a. Density: 2.5 pcf, minimum..

b. Thermal Resistance: R-value of 3.7 per inch.

c. Thickness: 3-1/2 inches, unless otherwise indicated.

d. Products:

1) Johns Manville; Mineral Wool Sound Attenuation Fire Batts (SAFB):

www.jm.com..

2) Rockwool; Comfortbatt: www.rockwool.com.

3) Thermafiber Inc., an Owens Corning Company;

UltraBatt: www.owenscorning.com.

4) Substitutions: See Section 01 6000 - Product Requirements.

2.04 ACCESSORIES

A. Insulation Fasteners: Impaling clip of unfinished steel with self-locking washer retainer, to be adhered to surface to receive insulation, length to suit insulation thickness and substrate, capable of securely and rigidly fastening insulation in place.

1. Manufacturers:

a. Gemco: www.gemcoinsulation.com.

b. AGM Industries, Inc.

c. Substitutions: See Section 01 6000 - Product Requirements.

B. Adhesive: Type recommended by insulation manufacturer for application.

07 2100-3

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify that substrate, adjacent materials, and insulation materials are dry and that substrates are ready to receive insulation.

B. Verify substrate surfaces are flat, free of honeycomb, fins, irregularities, or materials or substances that may impede adhesive bond.

C. Verify board insulation materials are dry, clean, and ready to receive foam-in-place sealants.

3.02 INSTALLATION - GENERAL

A. Install according to insulation manufacturers instructions.

B. Use sizes, thickness, and types as indicated on Drawings.

C. Fit insulation snugly against abutting insulation and building construction without gaps.

D. Cut and fit insulation tightly to protrusions or interruptions to the insulation plane.

3.03 BOARD INSTALLATION AT WALLS

A. Apply adhesive to back of boards:

1. Three continuous beads per board length.

B. Install boards horizontally on walls.

1. Place boards to maximize adhesive contact.

2. Install in running bond pattern.

3. Butt edges and ends tightly to adjacent boards and protrusions.

C. Extend boards over expansion joints, unbonded to wall on one side of joint.

D. Apply formed-in-place foam sealant in accordance with manufacturer's instructions at the following locations:

1. Between all board joints.

a. Insert dispensing nozzle between boards and fill with foam sealant until bead of foam is visible at the board surface and continuous along all board joints.

2. Between insulation board and abutting adjacent construction.

3. Between boards and all penetrating items.

4. Foam sealant shall be installed continuously without breaks or gaps.

E. When complete, insulation board installation shall be continuous without air gaps, holes, or open joints and penetrations.

F. Soffits and overhead insulation installation is similar.

3.04 BATT INSTALLATION

A. Install insulation in accordance with manufacturer's instructions.

B. Install in wall, roof, and ceiling spaces without gaps or voids. Do not compress insulation.

C. Trim insulation neatly to fit spaces. Insulate miscellaneous gaps and voids.

D. Fit insulation tightly in cavities and tightly to exterior side of mechanical and electrical services within the plane of the insulation.

E. Where extra support is needed, retain insulation batts in place with wire mesh secured to framing members or adjacent construction.

3.05 INSULATION AT MISCELLANEOUS VOIDS

A. Install one or more of the following:

1. Mineral fiber batt insulation.

B. Install insulation to neatly fit spaces; fill voids completely without compressing insulation.

3.06 PROTECTION

A. Do not permit installed insulation to be damaged prior to its concealment.

07 2100-4

11/24/20 CONSTRUCTION DOCUMENTS SHEET METAL FLASHING AND TRIM

07 6200-1

SECTION 07 6200 - SHEET METAL FLASHING AND TRIM

1.01 SECTION INCLUDES

A. Formed sheet metal items, including, but not limited to, the following:

1. Flashings.

2. Counterflashings.

3. Other items as indicated on Drawings.

1.02 REFERENCE STANDARDS

A. AAMA 2605 - Voluntary Specification, Performance Requirements and Test Procedures for

Superior Performing Organic Coatings on Aluminum Extrusions and Panels (with Coil Coating

Appendix) 2017a.

B. ASTM A666 - Standard Specification for Annealed or Cold-Worked Austenitic Stainless Steel

Sheet, Strip, Plate, and Flat Bar 2015.

C. ASTM B209 - Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate 2014.

D. ASTM B209M - Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate

(Metric) 2014.

E. ASTM C920 - Standard Specification for Elastomeric Joint Sealants 2018.

F. FM DS 1-49 - FM Global Property Loss Prevention Data Sheet - Perimeter Flashing; 2016.

G. NRCA (RM) - The NRCA Roofing Manual 2019.

H. SMACNA (ASMM) - Architectural Sheet Metal Manual 2012.

1.03 SUBMITTALS

A. See Section 01 3000 - Administrative Requirements, for submittal procedures.

B. Shop Drawings: Indicate material profile, jointing pattern, jointing details, fastening methods, flashings, terminations, and installation details.

C. Samples:

1. For each material and finish, submit three samples 4 by 4 inch in size illustrating metal finish color.

1.04 QUALITY ASSURANCE

A. Perform work in accordance with SMACNA (ASMM) requirements, except as otherwise indicated.

B. Fabricator and Installer Qualifications: Company specializing in sheet metal work with 5 years of documented experience.

1.05 MOCK-UP

A. Mockups: Build mockups to verify selections made under Sample submittals, to demonstrate aesthetic effects, and to set quality standards for materials and execution.

1. Build mockup of typical wall flashing with counterflashing, approximately 10 feet long, including supporting construction cleats, seams, attachments and accessories.

2. Locate where directed.

3. Mock-up may remain as part of the Work.

1.06 DELIVERY, STORAGE, AND HANDLING

A. Stack material to prevent twisting, bending, and abrasion, and to provide ventilation. Slope metal sheets to ensure drainage.

B. Prevent contact with materials that could cause discoloration or staining.

PART 2 PRODUCTS

2.01 PERFORMANCE REQUIREMENTS

A. Perform work in accordance with SMACNA (ASMM) and NRCA (RM) requirements, unless more stringent requirements are indicated.

07 6200-2

B. Sheet metal flashing and trim shall withstand wind loads, structural movement, thermally induced movement, and exposure to weather without failure due to defective manufacture, fabrication, installation, or other defects in construction.

C. Sheet metal flashing and trim shall not rattle, leak, or loosen, and shall remain watertight.

D. Fabricate cleats and attachment devices of sizes as recommended by cited sheet metal standards, and by Data Sheet FM DS 1-49: Perimeter Flashing, for application, but not less than thickness of metal being secured.

E. Coordination:

1. Coordinate sheet metal flashing and trim layout and seams with sizes and locations of penetrations to be flashed, and joints and seams in adjacent materials.

2. Coordinate sheet metal flashing and trim installation with adjoining roofing and wall materials, joints, and seams to provide leakproof, secure, and noncorrosive installation.

2.02 SHEET MATERIALS

A. Pre-Finished Aluminum: ASTM B209 (ASTM B209M); 0.063" thick, minimum; plain finish shop pre-coated with fluoropolymer coating.

1. Fluoropolymer Coating: High Performance Organic Finish, AAMA 2605; multiple coat, thermally cured fluoropolymer finish system.

2. Color: TO MATCH CLEAR ANOD. STOREFRONT OR CURTAIN WALL FRAMING.

B. Stainless Steel: ASTM A666, Type 304 alloy, soft temper, 24 gage, 0.025 inch thick, minimum;

smooth 2D (dull, cold rolled) finish.

2.03 FABRICATION

A. Form sections true to shape, accurate in size, square, and free from distortion or defects.

B. Form sheet metal flashing and trim to fit substrates without excessive oil canning, buckling, and tool marks; true to line, levels, and slopes.

C. Fabricate cleats of same material as sheet, interlocking with sheet.

D. Form pieces in longest possible lengths.

E. Hem exposed edges on underside 1/2 inch; miter and seam corners.

F. Form material with flat lock seams, except where otherwise indicated; at moving joints, use sealed lapped, bayonet-type or interlocking hooked seams.

G. Fabricate corners from one piece with minimum 18 inch long legs; seam for rigidity, seal with sealant.

H. Fabricate vertical faces with bottom edge formed outward 1/4 inch and hemmed to form drip.

2.04 ACCESSORIES

A. General: Provide all related materials, fasteners, hardware and accessories for a complete installation.

B. Fasteners: Same material and finish as flashing metal, with soft neoprene washers.

1. Blind Fasteners: High-strength aluminum or stainless-steel rivets suitable for metal being fastened.

2. Exposed Fasteners: Heads matching color of sheet metal using factory-applied coating.

C. Protective Backing Paint: Zinc molybdate alkyd.

D. Concealed Sealants: Non-curing butyl sealant.

E. Exposed Sealants: ASTM C920; elastomeric silicone sealant, with minimum movement capability as recommended by manufacturer for substrates to be sealed; color to match adjacent material.

2.05 DRIP EDGES

A. Material: Pre-finished aluminum.

B. Provide L-shaped drip edges; extend horizontal leg 4 inches onto roof with vertical leg terminated with a 45 degree bent drip edge.

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C. At Contractor's option, provide manufactured drip edges of type and profile required.

3.01 EXAMINATION

A. Verify roof openings, curbs, pipes, sleeves, ducts, and vents through roof are solidly set, reglets in place, and nailing strips located.

B. Verify roofing termination and base flashings are in place, sealed, and secure.

3.02 PREPARATION

A. Install starter and edge strips, and cleats before starting installation.

B. To prevent galvanic action or corrosion, back paint concealed metal surfaces with protective backing paint, minimum dry film thickness of 3 mil, where dissimilar metals contact each other, or where metal contacts pressure-treated wood or other corrosive substrates.

3.03 INSTALLATION - GENERAL

A. Install flashings and trim in accordance with SMACNA (ASMM) and NRCA (RM) requirements, unless more stringent methods are indicated.

B. Unless otherwise indicated, provide pre-finished aluminum flashings and trim in areas exposed to public view; at all other areas provide stainless steel flashings.

C. Insert flashings into reglets to form tight fit; secure in place with plastic wedges; seal flashings into reglets with sealant.

1. Counterflashings shall lap base flashing 4 inches, minimum.

D. Secure flashings in place using concealed fasteners, and use exposed fasteners only where permitted.

E. Fit flashings tight in place; make corners square, surfaces true and straight in planes, and lines accurate to profiles.

F. Seal metal joints watertight.

G. For stainless steel, solder metal joints for full metal surface contact, and after soldering wash metal clean with neutralizing solution and rinse with water.

1. Do not solder aluminum.

3.04 TOLERANCES

A. Sheet Metal Flashing and Trim Tolerances:

1. Install to tolerance of 1/4 inch in 20 feet on slope and location lines indicated on Drawings.

2. Install with 1/8 inch maximum offset of adjoining faces and of alignment of matching profiles.

3.05 CLEANING

A. On completion of sheet metal flashing and trim installation, remove unused materials and clean finished surfaces as recommended by sheet metal manufacturer. Maintain sheet metal flashing and trim in clean condition.

B. Replace sheet metal flashing and trim damaged or deteriorated beyond successful repair by finish touchup or similar minor repair procedures.

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11/24/20 CONSTRUCTION DOCUMENTS JOINT SEALANTS

07 9200-1

SECTION 07 9200 - JOINT SEALANTS

1.01 SECTION INCLUDES

A. Nonsag gunnable joint sealants.

B. Joint backings and accessories.

1.02 RELATED REQUIREMENTS

A. Section 07 8400 - Firestopping: Firestopping sealants.

B. Section 08 8000 - Glazing: Glazing sealants and accessories.

C. Section 09 2116 - Gypsum Board Assemblies: Sealing acoustical and sound-rated walls and ceilings.

1.03 REFERENCE STANDARDS

A. ASTM C661 - Standard Test Method for Indentation Hardness of Elastomeric-Type Sealants by Means of a Durometer 2015.

B. ASTM C794 - Standard Test Method for Adhesion-In-Peel of Elastomeric Joint Sealants 2018.

C. ASTM C834 - Standard Specification for Latex Sealants 2017.

D. ASTM C920 - Standard Specification for Elastomeric Joint Sealants 2018.

E. ASTM C1087 - Standard Test Method for Determining Compatibility of Liquid-Applied Sealants with Accessories Used in Structural Glazing Systems 2016.

F. ASTM C1193 - Standard Guide for Use of Joint Sealants 2016.

G. ASTM C1248 - Standard Test Method for Staining of Porous Substrate by Joint Sealants 2018.

H. ASTM C1330 - Standard Specification for Cylindrical Sealant Backing for Use with Cold Liquid-

Applied Sealants 2018.

I. ASTM C1521 - Standard Practice for Evaluating Adhesion of Installed Weatherproofing

Sealant Joints 2019 (Reapproved 2020).

J. ASTM D2240 - Standard Test Method for Rubber Property--Durometer Hardness 2015, with

Editorial Revision (2017).

1.04 SUBMITTALS

A. See Section 01 3000 - Administrative Requirements, for submittal procedures.

B. Product Data for Sealants: Submit manufacturer's technical data sheets for each product to be used, that includes the following.

1. Physical characteristics, including movement capability, VOC content, hardness, cure time, and color availability.

2. List of backing materials approved for use with the specific product.

3. Substrates that product is known to satisfactorily adhere to and with which it is compatible.

4. Substrates the product should not be used on.

5. Substrates for which use of primer is required.

6. Sample product warranty.

C. Product Data for Accessory Products: Submit manufacturer's technical data sheet for each product to be used, including physical characteristics, installation instructions, and recommended tools.

D. Color Cards for Selection: Where custom colors are not specified, submit manufacturer's color cards showing standard colors available for selection.

E. Samples for Verification: For each sealant color, submit at least three physical samples for color verification.

1. Provide 1/2 inch wide joint sealant samples formed between two 4 inch long strips of material matching appearance of exposed surfaces adjacent to joint sealants.

F. Preconstruction Laboratory Test Reports: Submit at least four weeks prior to start of installation.

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G. Field Quality Control Plan: Submit at least two weeks prior to start of installation.

H. Field Quality Control Log: Submit filled out log for each length or instance of sealant installed, within 10 days after completion of inspections/tests; include bagged test samples and photographic records, if any.

1.05 QUALITY ASSURANCE

A. Manufacturer Qualifications: Company specializing in manufacturing the products specified in this section with minimum 5 years documented experience.

B. Installer Qualifications: Company specializing in performing the work of this section and with at least 5 years of documented experience.

C. Preconstruction Laboratory Testing: Arrange for sealant manufacturer(s) to test each combination of sealant, substrate, backing, and accessories.

1. Adhesion Testing: In accordance with ASTM C794.

2. Compatibility Testing: In accordance with ASTM C1087.

3. Stain Testing: In accordance with ASTM C1248; required only for stone substrates.

4. Allow sufficient time for testing to avoid delaying the work.

5. Deliver to manufacturer sufficient samples for testing.

6. Report manufacturer's recommended corrective measures, if any, including primers or techniques not indicated in product data submittals.

7. Testing is not required if sealant manufacturer provides data showing previous testing, not older than 24 months, that shows satisfactory adhesion, lack of staining, and compatibility.

D. Owner may employ an independent testing agency to perform the field quality control inspection and testing as referenced in PART 3 of this section and as follows, to prepare and submit the field quality control plan and log, and to provide recommendations of remedies in the case of failure.

1. Contractor shall cooperate with testing agency and repair failures discovered.

2. Otherwise, if Owner does not employ an independent testing agency, Contractor shall perform its own field quality control measures including the following:

a. Field Quality Control Plan and Log.

b. Field Adhesion Test Procedures.

E. Field Quality Control Plan:

1. Visual inspection of entire length of sealant joints.

2. Non-destructive field adhesion testing of sealant joints, except interior acrylic latex sealants.

a. For each different sealant and substrate combination, allow for one test every 12 inches in the first 10 linear feet of joint and one test every 120 inches thereafter.

b. If any failures occur in the first 10 linear feet, continue testing at 48 inch intervals at no extra cost to Owner.

F. Field Adhesion Test Procedures:

1. Allow sealants to fully cure as recommended by manufacturer before testing.

2. Have a copy of the test method document available during tests.

3. Record the type of failure that occurred, other information required by test method, and the information required on the Field Quality Control Log.

4. If any combination of sealant type and substrate does not show evidence of minimum adhesion or shows cohesion failure before minimum adhesion, report results to Architect.

5. Non-Destructive Field Adhesion Test: Test for adhesion in accordance with ASTM

C1521, using Nondestructive Spot Method.

a. Record results on Field Quality Control Log.

b. Repair failed portions of joints.

1.06 WARRANTY

A. See Section 01 7800 - Closeout Submittals, for additional warranty requirements.

B. Correct defective work within a five year period after Date of Substantial Completion.

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C. Warranty: Include coverage for installed sealants and accessories that fail to achieve watertight seal , exhibit loss of adhesion or cohesion, or do not cure.

PART 2 PRODUCTS

2.01 JOINT SEALANT APPLICATIONS

A. Scope:

1. Exterior Joints: Seal open joints, whether or not the joint is indicated on drawings, unless specifically indicated not to be sealed. Exterior joints to be sealed include, but are not limited to, the following items.

a. Wall expansion and control joints.

b. Joints between door, window, and other frames and adjacent construction.

c. Joints between different exposed materials.

d. Openings below ledge angles in masonry.

e. Other joints as indicated.

2. Interior Joints: Do not seal interior joints unless specifically indicated to be sealed. Interior joints to be sealed include, but are not limited to, the following items.

a. Joints between door, window, and other frames and adjacent construction.

b. Other joints as indicated.

3. Do not seal the following types of joints.

a. Intentional weepholes in masonry.

b. Joints indicated to be treated with manufactured expansion joint cover or some other type of sealing device.

c. Joints where sealant is specified to be provided by manufacturer of product to be sealed.

d. Joints where installation of sealant is specified in another section.

e. Joints between suspended panel ceilings/grid and walls.

B. Exterior Joints: Use non-sag non-staining silicone sealant, unless otherwise indicated.

1. Control and Expansion Joints in Concrete Paving: Self-leveling silicone traffic-grade sealant.

C. Interior Joints: Use non-sag acrylic emulsion latex sealant, unless otherwise indicated.

1. Interior Sides of Aluminum Framing in Exterior Walls: Use non-sag non-staining silicone sealant, unless otherwise indicated.

a. Includes, but is not limited to, curtain walls, storefronts, and metal-framed skylights.

2.02 NONSAG JOINT SEALANTS

A. Non-Staining Silicone Sealant: ASTM C920, Grade NS, Type S, Uses NT, A, G, M and O; not expected to withstand continuous water immersion or traffic.

1. Movement Capability: Plus and minus 50 percent, minimum.

2. Non-Staining To Porous Stone: Non-staining to light-colored natural stone when tested in accordance with ASTM C1248.

3. Dirt Pick-Up: Reduced dirt pick-up compared to other silicone sealants.

4. Hardness Range: Comply with one of the following:

a. 15 to 35, Shore A, when tested in accordance with ASTM C661.

b. 25 to 35, Shore A, when tested in accordance with ASTM D2240.

5. Color: Custom color(s) to match Architect's sample(s).

6. Cure Type: Single-component, neutral moisture curing.

7. Service Temperature Range: Minus 40 to 250 degrees F.

8. Products:

a. Dow Corning Corporation; 756 SMS Building Sealant: www.dowcorning.com.

b. Momentive Performance Materials, Inc./GE; SCS9000 SilPruf NB:

www.siliconeforbuilding.com.

c. Pecora Corporation; 890NST: www.pecora.com.

d. Sika Corporation; Sikasil WS-295 FPS: www.usa.sika.com.

e. Tremco, Inc.; Spectrem 3: www.tremcosealants.com.

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f. Substitutions: See Section 01 6000 - Product Requirements.

B. Acrylic Emulsion Latex: Water-based; ASTM C834, single component, non-staining, non-bleeding, non-sagging; not intended for exterior use. Siliconized.

1. Color: To be selected by Architect from manufacturer's full range.

2. Grade: ASTM C834; Grade Minus 18 Degrees C (0 Degrees F).

3. Products:

a. Franklin International Inc; Titebond Painter's Plus Caulk: www.titebond.com.

b. Pecora Corporation; AC-20 +Silicone: www.pecora.com.

c. Sherwin Williams; 950A Siliconized Acrylic Latex Caulk: www.sherwin-williams.com.

d. Tremco, Inc.; Tremflex 834: www.tremcosealants.com.

e. Substitutions: See Section 01 6000 - Product Requirements.

2.03 ACCESSORIES

A. Backer Rod: Cylindrical cellular foam rod with surface that sealant will not adhere to, compatible with specific sealant used, and recommended by backing and sealant manufacturers for specific application.

1. Type for Joints Not Subject to Pedestrian or Vehicular Traffic: ASTM C1330; Type B - Bi- Cellular Polyethylene.

2. Bi-Cellular: 25 to 33 percent larger in diameter than joint width.

B. Backing Tape: Self-adhesive polyethylene tape with surface that sealant will not adhere to and recommended by tape and sealant manufacturers for specific application.

C. Masking Tape: Self-adhesive, nonabsorbent, non-staining, removable without adhesive residue, and compatible with surfaces adjacent to joints and sealants.

D. Primers: Type recommended by sealant manufacturer to suit application; non-staining.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify that joints are ready to receive work.

B. Verify that backing materials are compatible with sealants.

C. Verify that backer rods are of the correct size.

3.02 PREPARATION

A. Remove loose materials and foreign matter that could impair adhesion of sealant.

B. Clean joints, and prime as necessary, in accordance with manufacturer's instructions.

C. Perform preparation in accordance with manufacturer's instructions and ASTM C1193.

D. Mask elements and surfaces adjacent to joints from damage and disfigurement due to sealant work; be aware that sealant drips and smears may not be completely removable.

E. Concrete Floor Joints That Will Be Exposed in Completed Work: Test joint filler in inconspicuous area to verify that it does not stain or discolor slab.

3.03 INSTALLATION

A. Perform work in accordance with sealant manufacturer's requirements for preparation of surfaces and material installation instructions.

B. Perform installation in accordance with ASTM C1193.

C. Measure joint dimensions and size joint backers to achieve width-to-depth ratio, neck dimension, and surface bond area as recommended by manufacturer.

D. Install bond breaker backing tape where backer rod cannot be used.

E. Install sealant free of air pockets, foreign embedded matter, ridges, and sags, and without getting sealant on adjacent surfaces.

F. Do not install sealant when ambient temperature is outside manufacturer's recommended temperature range, or will be outside that range during the entire curing period, unless manufacturer's approval is obtained and instructions are followed.

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G. Nonsag Sealants: Tool surface concave, unless otherwise indicated; remove masking tape immediately after tooling sealant surface.

3.04 FIELD QUALITY CONTROL

A. Owner may employ an independent testing agency to perform field quality control inspection and testing as specified in PART 1 under QUALITY ASSURANCE article.

B. Non-Destructive Adhesion Testing: If there are any failures in first 100 linear feet, notify

Architect immediately.

C. Remove and replace failed portions of sealants using same materials and procedures as indicated for original installation.

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11/24/20 CONSTRUCTION DOCUMENTS EXPANSION JOINT COVER ASSEMBLIES

07 9513-1

SECTION 07 9513 - EXPANSION JOINT COVER ASSEMBLIES

1.01 SECTION INCLUDES

A. Expansion joint cover assemblies for wall surfaces.

1. Interior expansion joint cover assemblies.

2. Exterior expansion joint cover assemblies.

1.02 RELATED REQUIREMENTS

A. Section 07 9100 - Preformed Joint Seals: Sealing expansion and control joints using preformed joint seals.

B. REFERENCE STANDARDS

C. AAMA 611 - Voluntary Specification for Anodized Architectural Aluminum 2014 (2015 Errata).

D. ASTM B221 - Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes 2014.

E. ASTM B221M - Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes (Metric) 2013.

F. ASTM B308/B308M - Standard Specification for Aluminum-Alloy 6061-T6 Standard Structural

Profiles 2020.

G. ASTM C1107/C1107M - Standard Specification for Packaged Dry, Hydraulic-Cement Grout

(Nonshrink) 2017.

H. ITS (DIR) - Directory of Listed Products current edition.

I. UL (DIR) - Online Certifications Directory Current Edition.

1.03 ADMINISTRATIVE REQUIREMENTS

A. Installation Templates: For frames and anchors to be embedded in concrete or masonry, furnish templates to relevant installers; include installation instructions and tolerances.

1.04 SUBMITTALS

A. See Section 01 3000 - Administrative Requirements, for submittal procedures.

B. Product Data: Provide joint assembly profiles, profile dimensions, anchorage devices, available colors and finish, and fire ratings.

C. Shop Drawings: Indicate joint and splice locations, miters, layout of the work, affected adjacent construction, anchorage locations, and fire ratings.

1. Include plans, elevations, sections, details, splices, block-out requirement, attachments to other work.

2. Include transition and termination details.

D. Expansion Joint Cover Assembly Schedule: Include the following information in tabular form:

1. Manufacturer and model number for each expansion joint cover assembly.

2. Expansion joint cover assembly location cross-referenced to Drawings.

3. Nominal, minimum, and maximum joint width.

4. Movement direction.

5. Materials, colors, and finishes.

6. Product options.

7. Fire-resistance ratings.

E. Samples: For each expansion joint cover assembly, submit three samples 6 inch long, illustrating profile, dimension, color, and finish selected.

F. Manufacturer's Installation Instructions: Indicate rough-in sizes and required tolerances for item placement.

G. Field Quality Control: Submit field inspection reports.

07 9513-2

1.05 QUALITY ASSURANCE

A. Manufacturer Qualifications: Company specializing in manufacturing the products specified in this section with minimum 5 years of documented experience.

B. Installer Qualifications: Company specializing in installing products of the type specified in this section with minimum 5 years of documented experience and approved by manufacturer.

1.06 MOCK-UP

A. Mock-ups: Build mock-ups to demonstrate aesthetic effects and to set…