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Salina Range Laundry Facility April, 2019Salina, KS CFMO - T441
CAST-IN-PLACE CONCRETE03 3000 - 1
SECTION 03 3000CAST-IN-PLACE CONCRETE
PART 1 GENERAL1.01 SECTION INCLUDES
A. Concrete formwork.B. Floors and slabs on grade.C. Concrete reinforcement.D. Joint devices associated with concrete work.E. Miscellaneous concrete elements, including equipment pads.F. Concrete curing.
1.02 REFERENCE STANDARDSA. ACI 211.1 - Standard Practice for Selecting Proportions for Normal, Heavyweight, and Mass
Concrete; 1991 (Reapproved 2009).B. ACI 301 - Specifications for Structural Concrete; 2016.C. ACI 304R - Guide for Measuring, Mixing, Transporting, and Placing Concrete; 2000.D. ACI 308R - Guide to Curing Concrete; 2001 (Reapproved 2008).E. ACI 318 - Building Code Requirements for Structural Concrete and Commentary; 2014 (Errata
2016).F. ASTM A615/A615M - Standard Specification for Deformed and Plain Carbon-Steel Bars for
Concrete Reinforcement; 2016.G. ASTM A1064/A1064M - Standard Specification for Carbon-Steel Wire and Welded Wire
Reinforcement, Plain and Deformed, for Concrete; 2017.H. ASTM C39/C39M - Standard Test Method for Compressive Strength of Cylindrical Concrete
Specimens; 2016b.I. ASTM C143/C143M - Standard Test Method for Slump of Hydraulic-Cement Concrete; 2015a.J. ASTM C150/C150M - Standard Specification for Portland Cement; 2016.K. ASTM C330/C330M - Standard Specification for Lightweight Aggregates for Structural
Concrete; 2014.L. ASTM C685/C685M - Standard Specification for Concrete Made by Volumetric Batching and
Continuous Mixing; 2014.M. ASTM E1643 - Standard Practice for Selection, Design, Installation and Inspection of Water
Vapor Retarders Used in Contact with Earth or Granular Fill Under Concrete Slabs; 2011.N. ASTM E1745 - Standard Specification for Plastic Water Vapor Retarders Used in Contact with
Soil or Granular Fill under Concrete Slabs; 2011.1.03 SUBMITTALS
A. See Section 01 3000 - Administrative Requirements, for submittal procedures.B. Product Data: Submit manufacturers' data on manufactured products showing compliance with
specified requirements and installation instructions.1. For curing compounds, provide data on method of removal in the event of incompatibility
with floor covering adhesives.C. Mix Design: Submit proposed concrete mix design.
1. Indicate proposed mix design complies with requirements of ACI 301, Section 4 - ConcreteMixtures.
2. Indicate proposed mix design complies with requirements of ACI 318, Chapter 5 -Concrete Quality, Mixing and Placing.
Salina Range Laundry Facility April, 2019Salina, KS CFMO - T441
CAST-IN-PLACE CONCRETE03 3000 - 2
D. Samples: Submit samples of underslab vapor retarder to be used.E. Test Reports: Submit report for each test or series of tests specified.F. Manufacturer's Installation Instructions: For concrete accessories, indicate installation
procedures and interface required with adjacent construction.G. Warranty: Submit manufacturer warranty and ensure forms have been completed in Owner's
name and registered with manufacturer.1.04 QUALITY ASSURANCE
A. Perform work of this section in accordance with ACI 301 and ACI 318.PART 2 PRODUCTS2.01 FORMWORK
A. Form Materials: Contractor's choice of standard products with sufficient strength to withstandhydrostatic head without distortion in excess of permitted tolerances.1. Form Ties: Cone snap type that will leave no metal within 1-1/2 inches (38 mm) of
concrete surface.2.02 REINFORCEMENT
A. Reinforcing Steel: ASTM A615/A615M, Grade 60 (60,000 psi) (420 MPa).1. Finish: Unfinished, unless otherwise indicated.
B. Steel Welded Wire Reinforcement (WWR): Galvanized, plain type, ASTM A1064/A1064M.C. Reinforcement Accessories:
1. Tie Wire: Annealed, minimum 16 gage, 0.0508 inch (1.29 mm).2. Chairs, Bolsters, Bar Supports, Spacers: Sized and shaped for adequate support of
reinforcement during concrete placement.2.03 CONCRETE MATERIALS
A. Cement: ASTM C150/C150M, Type I - Normal Portland type. B. Fine and Coarse Aggregates: ASTM C 33.C. Lightweight Aggregate: ASTM C330/C330M.D. Water: Clean and not detrimental to concrete.
2.04 ADMIXTURESA. Do not use chemicals that will result in soluble chloride ions in excess of 0.1 percent by weight
of cement.2.05 ACCESSORY MATERIALS
A. Underslab Vapor Retarder: Multi-layer, fabric-, cord-, grid-, or aluminum-reinforcedpolyethylene or equivalent, complying with ASTM E1745, Class A; stated by manufacturer assuitable for installation in contact with soil or granular fill under concrete slabs. The use ofsingle ply polyethylene is prohibited.1. Installation: Comply with ASTM E1643.2. Accessory Products: Vapor retarder manufacturer's recommended tape, adhesive,
mastic, prefabricated boots, etc., for sealing seams and penetrations in vapor retarder.2.06 CONCRETE MIX DESIGN
A. Concrete Strength: Establish required average strength for each type of concrete on the basisof field experience or trial mixtures, as specified in ACI 301.1. For trial mixtures method, employ independent testing agency acceptable to Architect for
preparing and reporting proposed mix designs.B. Admixtures: Add acceptable admixtures as recommended in ACI 211.1 and at rates
recommended or required by manufacturer.C. Structural Lightweight Concrete:
Salina Range Laundry Facility April, 2019Salina, KS CFMO - T441
CAST-IN-PLACE CONCRETE03 3000 - 3
1. Compressive Strength, when tested in accordance with ASTM C39/C39M at 28 days: 4,000 pounds per square inch (27.6 MPa).
2.07 MIXINGA. On Project Site: Mix in drum type batch mixer, complying with ASTM C685/C685M. Mix each
batch not less than 1-1/2 minutes and not more than 5 minutes.PART 3 EXECUTION3.01 EXAMINATION
A. Verify lines, levels, and dimensions before proceeding with work of this section.3.02 PREPARATION
A. Formwork: Comply with requirements of ACI 301. Design and fabricate forms to support allapplied loads until concrete is cured, and for easy removal without damage to concrete.
B. In locations where new concrete is doweled to existing work, drill holes in existing concrete,insert steel dowels and pack solid with non-shrink grout.
3.03 INSTALLING REINFORCEMENT AND OTHER EMBEDDED ITEMSA. Comply with requirements of ACI 301. Clean reinforcement of loose rust and mill scale, and
accurately position, support, and secure in place to achieve not less than minimum concretecoverage required for protection.
B. Install welded wire reinforcement in maximum possible lengths, and offset end laps in bothdirections. Splice laps with tie wire.
3.04 PLACING CONCRETEA. Place concrete in accordance with ACI 304R.B. Maintain records of concrete placement. Record date, location, quantity, air temperature, and
test samples taken.C. Ensure reinforcement and formed construction joint devices will not be disturbed during
concrete placement.3.05 CONCRETE FINISHING
A. Repair surface defects, including tie holes, immediately after removing formwork.B. Unexposed Form Finish: Rub down or chip off fins or other raised areas 1/4 inch (6 mm) or
more in height.3.06 CURING AND PROTECTION
A. Comply with requirements of ACI 308R. Immediately after placement, protect concrete frompremature drying, excessively hot or cold temperatures, and mechanical injury.
B. Maintain concrete with minimal moisture loss at relatively constant temperature for periodnecessary for hydration of cement and hardening of concrete.
3.07 FIELD QUALITY CONTROLA. An independent testing agency will perform field quality control tests, as specified in Section 01
4000 - Quality Requirements.B. Provide free access to concrete operations at project site and cooperate with appointed firm.C. Submit proposed mix design of each class of concrete to inspection and testing firm for review
prior to commencement of concrete operations.D. Compressive Strength Tests: ASTM C39/C39M. For each test, mold and cure three concrete
test cylinders. Obtain test samples for every 100 cubic yards (76 cu m) or less of each class ofconcrete placed.
E. Perform one slump test for each set of test cylinders taken, following procedures of ASTMC143/C143M.
Salina Range Laundry Facility April, 2019Salina, KS CFMO - T441
CAST-IN-PLACE CONCRETE 03 3000 - 4
3.08 DEFECTIVE CONCRETE3.09 PROTECTION
A. Do not permit traffic over unprotected concrete floor surface until fully cured.END OF SECTION
Salina UTES Generator Project February, 2018 KANG - Salina, KS CFMO – #L409
06 1000 - 1
SECTION 06 1000
ROUGH CARPENTRY
PART 1 GENERAL
1.1 SECTION INCLUDES
A. Wall Sheathing.
B. Fire retardant treated wood materials.
C. Concealed wood blocking for support of wall mounted equipment and fixtures.
D. Anchorage devices and fasteners.
1.2 REFERENCE STANDARDS
A. ASTM A307 - Standard Specification for Carbon Steel Bolts, Studs, and Threaded Rod 60 000 PSI Tensile Strength; 2014 (Editorial 2017).
B. ASTM C557 - Standard Specification for Adhesives for Fastening Gypsum Wallboard to Wood Framing; 2003 (Reapproved 2017).
C. ASTM A153/A153M - Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware; 2016a.
D. ASTM C1177/C1177M - Standard Specification for Glass Mat Gypsum Substrate for Use as Sheathing; 2013.
E. ASTM D2898 - Standard Test Methods for Accelerated Weathering of Fire-Retardant-Treated Wood for Fire Testing; 2010 (Reapproved 2017).
F. ASTM D3273 - Standard Test Method for Resistance to Growth of Mold on the Surface of Interior Coatings in an Environmental Chamber; 2016.
G. ASTM E84 - Standard Test Method for Surface Burning Characteristics of Building Materials; 2017.
H. AWPA U1 - Use Category System: User Specification for Treated Wood; 2017.
I. PS 1 - Structural Plywood; 2009.
J. PS 20 - American Softwood Lumber Standard; 2015.
K. WWPA G-5 - Western Lumber Grading Rules; 2011.
1.3 SUBMITTALS
A. Product Data: Provide technical data on fire retardant treatment materials.
1.4 QUALITY ASSURANCE
A. Lumber: Comply with PS 20 and approved grading rules and inspection agencies.
1.5 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.
06 1000 - 2
PART 2 PRODUCTS
2.1 GENERAL REQUIREMENTS
A. Dimension Lumber: Comply with PS 20 and requirements of specified grading agencies.
1. If no species is specified, provide any species graded by the agency specified; if no grading agency is specified, provide lumber graded by any grading agency meeting the specified requirements.
B. Lumber fabricated from old growth timber is not permitted.
C. Provide sustainably harvested wood; see Section 01 6000 - Product Requirements for requirements.
D. Wood products: Provide with fire-retardant treatment.
2.2 DIMENSION LUMBER
A. Grading Agency: Western Wood Products Association; WWPA G-5.
B. Sizes: Nominal sizes as indicated on drawings, S4S.
C. Moisture Content: S-dry or MC19.
D. Miscellaneous Framing, Blocking, Nailers, Grounds, and Furring:
1. Lumber: S4S, No. 2 or Standard Grade.
2. Boards: Standard or No. 3.
2.3 CONSTRUCTION PANELS
A. Species: Any species graded by Western Wood Products Association.
B. Wall Sheathing: Glass mat faced gypsum, ASTM C1177/C1177M, 5/8 inch Type X fire resistant.
1. Mold Resistance: Score of 10, when tested in accordance with ASTM D3273.
2. Edges: Square.
3. Seam Tape: Manufacturer's standard pressure-sensitive, self-adhering, cold-applied, seam tape.
4. Manufacturers:
a. CertainTeed Corporation; GlasRoc Brand: www.certainteed.com/#sle.
b. Georgia-Pacific Gypsum; DensGlass Sheathing: www.gpgypsum.com/#sle.
C. Applications:
1. Concealed Plywood: PS 1, C-C Plugged or better, exterior grade.
a. Thickness: 3/4-inch unless indicated otherwise.
06 1000 - 3
2.4 ACCESSORIES
A. Fasteners and Anchors:
1. Metal and Finish: Hot-dipped galvanized steel per ASTM A153/A153M for high humidity; exposed, or preservative-treated wood locations; and sheathing; unfinished steel elsewhere.
2. Bolts, Nuts, and Washers: ASTM A307 galvanized to ASTM A 153/A 153M for galvanized components.
3. Anchor Bolts: ASTM A307 galvanized to ASTM A 153/A 153M for galvanized components; sizes as indicated with L-shaped embedment leg.
B. Adhesive: Provide type(s) listed below for applications indicated:
1. Wood materials in contact with gypsum board and other substrates: Latex based adhesive suitable for interior and exterior use complying with ASTM C557.
2. Volatile organic compound (VOC) content: 3 grams per liter, maximum.
2.5 FACTORY WOOD TREATMENT
A. Treated Lumber and Construction Panels: 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.
B. Fire Retardant Treatment:
1. 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. Do not use treated wood in direct contact with the ground.
2. 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. Treat rough carpentry items as indicated .
c. Do not use treated wood in applications exposed to weather or where the wood may become wet.
PART 3 EXECUTION
3.1 PREPARATION
A. Coordinate installation of rough carpentry members specified in other sections.
3.2 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.
06 1000 - 4
3.3 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 framed assemblies that have concealed spaces, provide solid wood fireblocking as required by applicable local code, to close concealed draft openings between floors and between top story and roof/attic space; other material acceptable to code authorities may be used in lieu of solid wood blocking.
C. 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.
D. Where ceiling-mounting is indicated, provide blocking and supplementary supports above ceiling, unless other method of support is explicitly indicated.
3.4 INSTALLATION OF ACCESSORIES AND MISCELLANEOUS WOOD
A. Install nailers where shown and where required for attaching other work. Attach to substrates to support applied loading. Form to shapes shown and cut as required for true line and level of attached work. Coordinate locations with other work involved.
B. Recess fasteners flush with surfaces, unless otherwise indicated.
C. Coordinate installation of pre-engineered metal-web wood joists.
1. Provide rim boards, backer blocks, filler blocks, and other framing components as required by manufacturer.
3.5 INSTALLATION OF CONSTRUCTION PANELS
A. Wall Sheathing: Secure with long dimension perpendicular to wall studs, with ends over firm bearing and staggered, using screws.
1. Metal framing: Unless more stringent spacing is required by manufacturer attach wall sheathing with screws spaced 8-inches on center at perimeter where there are framing supports and 8-inches on center along intermediate framing in field.
2. Allow 1/8" spacing at all panel edge and end joints unless otherwise recommended by manufacturer.
3. Apply manufacturer's standard seam tape to joints between sheathing panels. Use tape gun or hard rubber roller as recommended by manufacturer.
B. Miscellaneous Construction Panels:
1. Secure with long dimension parallel to framing members, with ends over firm bearing and staggered, using screws.
3.6 TOLERANCES
A. Gaps Between Construction Panels: 1/16 inch, maximum.
B. Variation from Plane (Other than Floors): 1/4 inch in 10 feet maximum, and 1/2 inch in 30 feet maximum.
3.7 CLEANING
A. Waste Disposal: Comply with the requirements of Section 01 7419 - Construction Waste Management and Disposal.
B. Comply with applicable regulations.
C. Do not burn scrap on project site.
D. Do not burn scraps that have been pressure treated.
E. Do not send materials treated with pentachlorophenol, CCA, or ACA to co-generation facilities or “waste-to-energy” facilities.
F. Do not leave any wood, shavings, sawdust, etc. on the ground or buried in fill.
06 1000 - 5
G. Prevent sawdust and wood shavings from entering the storm drainage system.
END OF SECTION
Salina UTES Generator Project February, 2018 KANG - Salina, KS CFMO – #L409
07 4213 - 1
SECTION 07 4213
METAL WALL PANELS
PART 1 GENERAL
1.1 SECTION INCLUDES
A. Manufactured metal panels for walls, with liners, related flashings, and accessory components.
1.2 REFERENCE STANDARDS
A. ASTM A792/A792M - Standard Specification for Steel Sheet, 55% Aluminum-Zinc Alloy-Coated by the Hot-Dip Process; 2010 (Reapproved 2015).
B. ASTM D 2244 - Standard Test Method for Calculation of Color Differences from Instrumentally Measured Color Coordinates; 1989
C. ASTM D 4214 - Standard Test Methods for Evaluating Degree of Chalking of Exterior Paint Films; 1989
D. ASTM D2244 - Standard Practice for Calculation of Color Tolerances and Color Differences from Instrumentally Measured Color Coordinates; 2016.
E. ASTM D4214 - Standard Test Methods for Evaluating the Degree of Chalking of Exterior Paint Films; 2007 (Reapproved 2015).
1.3 SUBMITTALS
A. Product Data: Provide technical data on metal roofing materials. Indicate panel profile, material, and installation requirements.
B. Shop Drawings: Indicate dimensions, layout, joints, construction details, and methods of anchorage.
C. Manufacturer's Qualification Statement.
D. Installer's Qualification Statement.
E. Selection Samples:For each wall panel system specified, submit color chips representing manufacturer's full range of available colors and patterns, 4 inches long by 4 inches wide, illustrating finish color, sheen, and texture.
F. Samples for Verification: Submit two samples of each type of panel, 4 inches long by 4 inches wide, illustrating actual finish color, sheen, and texture.
1.4 QUALITY ASSURANCE
A. Manufacturer Qualifications: Company specializing in manufacturing the products specified in this section with minimum three years of documented experience.
1. Manufacturer: Same as manufacturer of metal roof panels specified in Section 07 4113 Metal Roof Panels.
B. Installer Qualifications: Company specializing in installing products of the type specified in this section with minimum three years of documented experience.
C. Flashing, Fascias, Trim, Drip Edge, and Closures: Manufactured by the wall panel manufacturer.
1.5 DELIVERY, STORAGE, AND HANDLING
A. Protect panels from accelerated weathering by removing or venting sheet plastic shipping wrap.
07 4213 - 2
B. Store prefinished material off the ground and protected from weather; prevent twisting, bending, or abrasion; provide ventilation; slope metal sheets to ensure proper drainage.
C. Prevent contact with materials that may cause discoloration or staining of products.
1.6 WARRANTY
A. Correct defective work within a twenty year period for degradation of panel finish, including color changing, chalking, cracking, chipping, or peeling; rusting, and water tightness including integrity of seals.
1. Color change is defined to mean freedom from color fading in excess of 5 Hunter Units when tested in accordance with ASTM D2244.
2. Chalking is defined to mean freedom from chalking in excess of Number 8 Rating in accordance with ASTM D4214.
3. Failure of adhesion, peeling, checking, or cracking.
PART 2 PRODUCTS
2.1 MANUFACTURERS
2.2 MANUFACTURED METAL PANELS
A. Wall Panel System: Factory fabricated prefinished metal panel system, site assembled.
1. Provide exterior panels and interior liner panels.
2. Design and size components to support assembly dead loads, and to withstand live loads caused by positive and negative wind pressure acting normal to plane of wall.
3. Maximum Allowable Deflection of Panel: L/180 for length(L) of span.
4. Movement: Accommodate movement within system without damage to components or deterioration of seals, movement between system and perimeter components when subject to seasonal temperature cycling; dynamic loading and release of loads; and deflection of structural support framing.
5. Drainage: Provide positive drainage to exterior for moisture entering or condensation occurring within panel system.
6. Fabrication: Formed true to shape, accurate in size, square, and free from distortion or defects; pieces of longest practical lengths.
7. Corners: Factory-fabricated in one continuous piece with minimum 2 inch returns.
B. Metal Wall Panels: 24 gage , male/female edges sealed with continuous gaskets.
1. Panel Configuration: 36 inch width, with 1-3/4 deep major corrugations spaced 12" on center, with minor corrugations between major corrugations.
2. Product: PBR Panel, MBCI.
C. Interior Liner Panels:
1. Profile: Vertical.
2. Side Seams: Interlocking, unsealed.
3. Metal Thickness: 22 gage, minimum.
4. Panel Width: 24 inches.
5. Panel Profile: 1/4 inch deep, 96 inches long, S-shaped corrugations spaced 2.67 inches on center, lapped one corrugation, minimum.
6. Product: 1/4" Corrugated, Bridgers Steel Inc., www.BridgerSteel.com or equal .
D. Internal and External Corners: Same material, thickness, and finish as exterior sheets; profile to suit system; brake formed to required angles.
E. Expansion Joints: Same material, thickness and finish as exterior sheets; 24 gage, 0.020 inch thick; manufacturer's standard brake formed type, of profile to suit system.
F. Trim, Closure Pieces, Caps, Flashings, and Infills: Same material, thickness and finish as exterior sheets; brake formed to required profiles.
07 4213 - 3
G. Anchors: Stainless steel.
2.3 MATERIALS
A. Precoated Steel Sheet for Metal Roof Panels and Liner Panels: Aluminum-zinc alloy-coated steel sheet, ASTM A792/A792M, Commercial Steel (CS)) or Forming Steel (FS), with AZ50/AZM150 coating; continuous-coil-coated on exposed surfaces with specified finish coating and on panel back with specified panel back coating.
1. Steel Thickness: Minimum 24 gage (0.024 inch).
2.4 SOFFIT PANELS:
A. Soffit Panels: Steel sheet, aluminum-zinc alloy coated, ASTM A 792, coating designation AZ-55; minimum 24 gage thick precoated steel sheet.
1. Flat profile in 12-inch wide panels; with locking seams; attached to substructure by concealed fastening system.
a. Product: Artisan L12 with beads, MBCI: www.mbci.com or equal.
2. Finish: Match roof panel finish.
3. Color: Match roof panel color.
B. Trim and Closures: Same material, finish, and color as soffit panel.
1. Form sections square and accurate to profile, in maximum possible lengths, free from distortion or defects detrimental to appearance or performance.
2. Hem exposed edges minimum 1/4 inch on underside.
3. Coat concealed surfaces in contact with concrete with bituminous paint.
C. Anchor Clips: Steel sheet, aluminum-zinc alloy coated, ASTM A 792, coating designation AZ-55, 0.034 inches thick, designed to allow thermal movement of the panel in each direction along the longitudinal dimension.
2.5 FINISHES
A. Exposed Surface Finish: Panel manufacturer's standard polyvinylidene fluoride (PVDF) coating, top coat over recommended primer.
2.6 ACCESSORIES
A. Tape Seal: Non-sagging, non-staining, pressure sensitive, 100 percent solids, polyisobutylene compound sealing tape with a release paper backing, approved by the metal wall panel manufacturer.
B. Coat concealed surfaces of flashings in contact with concrete with bituminous paint.
C. Gaskets: Manufacturer's standard type suitable for use with system, permanently resilient.
D. Concealed Sealants: Non-curing butyl sealant or tape sealant.
E. Fasteners: Manufacturer's standard type to suit application; steel, hot dip galvanized. Exposed fasteners same finish as panel system.
F. Field Touch-up Paint: As recommended by panel manufacturer.
G. Bituminous Paint: Asphalt base.
PART 3 EXECUTION
3.1 EXAMINATION
A. Verify that building framing members are ready to receive panels.
B. Do not proceed with wall panel work until unsatisfactory conditions have been corrected in a manner acceptable to Architect, installer and manufacturer.
07 4213 - 4
3.2 PREPARATION
A. Install subgirts perpendicular to panel length, securely fastened to substrates and shimmed and leveled to uniform plane. Space at intervals indicated.
B. Prepare existing surfaces in accordance with manufacturer's recommendations.
3.3 PANEL INSTALLATION
A. Install panels in accordance with manufacturer's instructions.
B. Protect surfaces in contact with cementitious materials and dissimilar metals with bituminous paint. Allow to dry prior to installation.
C. Fasten panels to structural supports; aligned, level, and plumb.
D. Locate joints over supports.
E. Lap panel ends minimum 2 inches.
F. Seal and place gaskets to prevent weather penetration. Maintain neat appearance.
G. Do not use friction plates to cut panels and other metal components.
3.4 TOLERANCES
A. Maximum Offset From True Alignment Between Adjacent Members Butting or In Line: 1/16 inch.
B. Maximum Variation from Plane or Location Indicated on Drawings: 1/4 inch.
3.5 CLEANING
A. Remove site cuttings from finish surfaces.
B. Remove protective material from wall panel surfaces.
C. Clean and wash prefinished surfaces with mild soap and water; rinse with clean water.
END OF SECTION
Salina UTES Generator Project February, 2018 KANG - Salina, KS CFMO – #L409
07 9200 - 1
SECTION 07 9200
JOINT SEALANTS
PART 1 GENERAL
1.1 SECTION INCLUDES
A. Nonsag gunnable joint sealants.
B. Self-leveling pourable joint sealants.
C. Joint backings and accessories.
1.2 REFERENCE STANDARDS
A. ASTM C661 - Standard Test Method for Indentation Hardness of Elastomeric-Type Sealants by Means of a Durometer; 2015.
B. ASTM C920 - Standard Specification for Elastomeric Joint Sealants; 2018.
C. ASTM C1193 - Standard Guide for Use of Joint Sealants; 2016.
D. ASTM C1330 - Standard Specification for Cylindrical Sealant Backing for Use with Cold Liquid-Applied Sealants; 2002 (Reapproved 2013).
E. ASTM D2240 - Standard Test Method for Rubber Property--Durometer Hardness; 2015.
F. NSF 51 - Food Equipment Materials; 2014.
G. SCAQMD 1168 - Adhesive and Sealant Applications; 1989 (Amended 2017).
1.3 SUBMITTALS
A. 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. Sealant Type Identification: Identify manufacturer's products according to the same Sealant Types ( Type NS-3, SL-3, etc.) listed in Part 2 of this Section.
a. Failure to identify products according to Sealant Types listed in Part 2 of this Section will result in immediate rejection of the submittal.
B. Product Data for Accessory Products: Submit manufacturer's technical data sheets for each product to be used, including physical characteristics, installation instructions, and recommended tools.
1. Include product data for manufacturer's primers that will be used with sealants specified; identify substrates where primers will be required.
C. Color Cards for Selection: Where sealant color is not specified, submit manufacturer's color cards showing standard colors available for selection.
1.4 QUALITY ASSURANCE
A. Manufacturer Qualifications: Company specializing in manufacturing the products specified in this Section with minimum 10 years documented experience.
B. Installer Qualifications: Company specializing in performing the work of this Section and with at least five years of documented experience.
07 9200 - 2
1.5 FIELD CONDITIONS
A. Maintain temperature and humidity recommended by the sealant manufacturer during and after installation.
1.6 COORDINATION
A. Coordinate the work with all sections referencing this Section.
B. Do not apply concrete sealers until full sealant cure period recommended by manufacturers is attained.
1.7 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.
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.
D. Warranty: Include coverage for installed sealants and accessories which fail to achieve watertight seal, exhibit loss of adhesion or cohesion, or do not cure.
1. Provide the following warranties for specific types of sealants indicated:
a. Building Urethane Sealants: 5 years.
PART 2 PRODUCTS
2.1 MANUFACTURERS
A. Non-Sag Sealants: Permits application in joints on vertical surfaces without sagging or slumping.
1. Dow Corning Corporation: www.dowcorning.com/construction/sle.
2. Franklin International, Inc: www.titebond.com/#sle.
3. Master Builders Solutions by BASF: www.master-builders-solutions.basf.us/en-us/#sle.
4. Metzger/McGuire: www.metzgermcguire.com.
5. Momentive Performance Materials, Inc (formerly GE Silicones): www.momentive.com.
6. Pecora Corporation: www.pecora.com.
7. Sika Corporation: www.usa-sika.com.
8. Tremco Commercial Sealants & Waterproofing: www.tremcosealants.com/#sle.
B. Self-Leveling Sealants: Pourable or self-leveling sealant that has sufficient flow to form a smooth, level surface when applied in a horizontal joint.
1. Dow Corning Corporation: www.dowcorning.com/construction/sle.
2. The Euclid Chemical Company: www.euclidchemical.com.
3. Master Builders Solutions by BASF: www.master-builders-solutions.basf.us/en-us/#sle.
4. Metzger/McGuire: www.metzgermcguire.com.
5. Pecora Corporation: www.pecora.com.
6. Sika Corporation: www.usa-sika.com.
7. Tremco Commercial Sealants & Waterproofing: www.tremcosealants.com/#sle.
2.2 JOINT SEALANT APPLICATIONS
A. Scope:
1. Exterior and Interior Joints: Seal open joints, whether or not the joint is indicated on the drawings, unless specifically indicated not to be sealed. Joints to be sealed include, but are not limited to, joints identified in Schedule at end of this Section.
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, joints identified in Schedule at end of this Section.
07 9200 - 3
3. Do not seal the following types of joints.
a. Intentional weepholes in masonry.
b. Joints where sealant is specified to be provided by manufacturer of product to be sealed.
2.3 JOINT SEALANTS - GENERAL
A. Sealants and Primers: Provide products having lower volatile organic compound (VOC) content than indicated in SCAQMD 1168.
2.4 NONSAG JOINT SEALANTS
A. Type NS-3: Low-modulus, solvent-free, nonsag, elastomeric, silyl-terminated polyether polymer (STPe); ASTM C920, Type S, Grade NS, Class 50, Use NT, T, G, A, M, and O; USDA compliant.
1. Volatile organic compound (VOC) content: Less than 20 grams/liter.
2. Color: Refer to Schedule at the end of this Section.
3. Product: Titebond WeatherMaster Metal Roof Sealant, Franklin International, Inc.
B. Type NS-4: Clear, single component silicone; ASTM C920, Type S, Grade NS, Class 25, Use NT; single component, mildew resistant; compliant with FDA Regulation No. 21 CFR 177.2600 and NSF 51.
1. Volatile organic compound (VOC) content: 33 grams/liter.
2. Product: 786 Mildew Resistant Silicone Sealant, Dow Corning Corp.
C. Type NS-12: Non-sag, solvent-free, moisture-cured, single-component, elastomeric polyurethane; ASTM C920, Type S, Grade NS, Class 35, Use T, NT, O, M, G, and I.
1. Movement capability: 35 percent.
2. Hardness: 45 ± 5, Shore A, minimum, when tested in accordance with ASTM C661.
3. Service temperature range: Minus 40 to 170 degrees F.
4. Color: Limestone.
5. Product: Sikaflex-1a, Sika Corporation.
2.5 SELF-LEVELING SEALANTS
A. Type SL-3: Self-Leveling Polyurethane Sealant: ASTM C920, Type S, Grade P, Class 25, Uses T, M A, G, and I; single component; explicitly approved by manufacturer for traffic exposure; not expected to withstand continuous water immersion.
1. Movement Capability: Plus and minus 25 percent, minimum.
2. Shore A Hardness: 40 ± 5 (21 days at 73 degrees F and 50 percent relative humidity when tested in accordance with ASTM D2240.
3. Color: Limestone.
4. Service Temperature Range: Minus 40 to 170 degrees F.
5. Product: Sikaflex-1c SL, Sika Corporation: www.usa-sika.com/#sle.
2.6 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 C - Closed Cell Polyethylene.
2. Type for Joints Subject to Pedestrian or Vehicular Traffic: ASTM C1330; Type C - Closed Cell Polyethylene.
3. Closed Cell and 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.
07 9200 - 4
C. Masking Tape: Self-adhesive, nonabsorbent, non-staining, removable without adhesive residue, and compatible with surfaces adjacent to joints and sealants.
D. Joint Cleaner: Non-corrosive and non-staining type, type recommended by sealant manufacturer; compatible with joint forming materials.
E. Primers: Type recommended by sealant manufacturer to suit application; non-staining.
F. Backer Seal: Preformed, pre-compressed, self-expanding, cellular foam impregnated with a water-based, non-drying, polymer-modified 100 percent acrylic dispersion for vertical expansion joints; capable of movements of +25 percent, -25 percent (50 percent total) of nominal material size; with mounting adhesive on one face.
1. Product: Backerseal, Emseal Joint Systems, Ltd.: www.emseal.com.
2. Substitutions: See Section 01 6000 - Product Requirements.
PART 3 EXECUTION
3.1 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.
3.2 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.
3.3 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.
G. Nonsag Sealants: Tool surface concave, unless otherwise indicated; remove masking tape immediately after tooling sealant surface.
3.4 FIELD QUALITY CONTROL
A. Perform field quality control inspection/testing as specified in PART 1 under QUALITY ASSURANCE article.
B. Remove and replace failed portions of sealants using same materials and procedures as indicated for original installation.
07 9200 - 5
3.5 POST-OCCUPANCY
A. Post-Occupancy Inspection: Perform visual inspection of entire length of project sealant joints at a time that joints have opened to their greatest width; i.e. at low temperature in thermal cycle. Report failures immediately and repair.
3.6 SCHEDULE
A. Non-Sag Sealants:
1. Provide Sealant Type NS-3 at the following locations:
a. Exterior Locations:
1) Joints between ductwork and walls.
2) Joints between conduits and walls.
3) Joints between piping and walls.
4) Joints between exposed concrete masonry and adjacent work.
5) Joints in sheet metal flashings and counterflashings.
6) Joints in sheet metal fascias, copings, and drip edges.
7) Joints in sheet metal gutters and downspouts.
8) Joints in sheet metal roofing components.
9) Exterior joints for which no other sealant type is indicated.
b. Colors: Standard colors matching adjacent finished surfaces.
2. Provide Sealant Type NS-4, clear color, mildew resistant, at the following interior locations:
a. Joints between metal frames and field-painted surfaces of adjacent work.
b. Joints between plumbing fixtures and surrounding surfaces.
c. Joints at penetrations through walls and ceilings.
d. Joints at penetrations through metal liner panels.
e. Interior joints for which no other sealant is indicated.
3. Provide Sealant Type NS-12 at the following locations:
a. Exterior:
1) Expansion joints in concrete paving and slabs sloped equal to or greater than 1:100, where joints are indicated to receive sealant.
2) Expansion joints between paving and building where paving is sloped equal to or greater than 1:100.
3) Expansion joints between paving and cast-in-place concrete sidewalk culverts, where paving is sloped equal to or greater than 1:100.
B. Self-Leveling Sealants:
1. Provide Sealant Type SL-3 at the following locations:
a. Exterior and Interior Locations:
1) Expansion joints in concrete paving and slabs sloped less than 1:100, where joints are indicated to receive sealant.
2) Expansion joints between paving and building where paving is sloped less than 1:100, where joints are indicated to receive sealant.
3) Expansion joints between paving and cast-in-place concrete sidewalk culverts, where paving is sloped less than 1:100.
END OF SECTION
Salina UTES Generator Project February, 2018 KANG - Salina, KS CFMO – #L409
08 1113 - 1
SECTION 08 1113
HOLLOW METAL DOORS AND FRAMES
PART 1 GENERAL
1.1 SECTION INCLUDES
A. Non-fire-rated hollow metal doors and frames.
B. Thermally insulated hollow metal doors with frames.
1.2 ABBREVIATIONS AND ACRONYMS
A. ANSI: American National Standards Institute.
B. HMMA: Hollow Metal Manufacturers Association.
C. NAAMM: National Association of Architectural Metal Manufacturers.
D. SDI: Steel Door Institute.
E. UL: Underwriters Laboratories.
1.3 REFERENCE STANDARDS
A. ADA Standards - Americans with Disabilities Act (ADA) Standards for Accessible Design; 2010.
B. ANSI/SDI A250.8 - Specifications for Standard Steel Doors and Frames (SDI-100); 2014.
C. ANSI/SDI A250.10 - Test Procedure and Acceptance Criteria for Prime Painted Steel Surfaces for Steel Doors and Frames; 2011.
D. ASTM A653/A653M - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process; 2017.
E. ASTM A1008/A1008M - Standard Specification for Steel, Sheet, Cold-Rolled, Carbon, Structural, High-Strength Low-Alloy, High-Strength Low-Alloy with Improved Formability, Solution Hardened, and Bake Hardenable; 2016.
F. ASTM A1011/A1011M - Standard Specification for Steel, Sheet and Strip, Hot-Rolled, Carbon, Structural, High-Strength Low-Alloy, High-Strength Low-Alloy with Improved Formability, and Ultra-High Strength; 2017.
G. ASTM E84 - Standard Test Method for Surface Burning Characteristics of Building Materials; 2017.
H. BHMA A156.115 - American National Standard for Hardware Preparation in Steel Doors and Steel Frames; 2016.
I. ICC A117.1 - Accessible and Usable Buildings and Facilities; 2017.
J. NAAMM HMMA 830 - Hardware Selection for Hollow Metal Doors and Frames; 2002.
K. NAAMM HMMA 831 - Hardware Locations for Hollow Metal Doors and Frames; 2011.
L. NAAMM HMMA 840 - Guide Specifications for Installation and Storage of Hollow Metal Doors and Frames; 2007.
M. NAAMM HMMA 861 - Guide Specifications for Commercial Hollow Metal Doors and Frames; 2014.
N. SDI 111 - Recommended Details for Standard Steel Doors, Frames, Accessories and Related Components; 2009.
O. SDI 117 - Manufacturing Tolerances for Standard Steel Doors and Frames; 2013.
08 1113 - 2
1.4 SUBMITTALS
A. Product Data: Materials and details of design and construction, hardware locations, reinforcement type and locations, anchorage and fastening methods, and finishes.
B. Shop Drawings: Details of each opening, showing elevations, glazing, frame profiles, and any indicated finish requirements.
C. Door, frame, and hardware schedule in accordance with SDI 111.
D. Installation Instructions: Manufacturer's published instructions, including any special installation instructions relating to this project.
1.5 QUALITY ASSURANCE
A. Installer Qualifications: Company specializing in performing work of the type specified and with at least three years of documented experience.
B. Manufacturer Qualifications: Provide all products from a single manufacturer who is a member of the Hollow Metal Manufacturer's Association or the Steel Door Institute.
1.6 DELIVERY, STORAGE, AND HANDLING
A. Comply with NAAMM HMMA 840 or ANSI/SDI A250.8 (SDI-100) in accordance with specified requirements.
B. Protect with resilient packaging; avoid humidity build-up under coverings; prevent corrosion and adverse effects on factory applied painted finish.
PART 2 PRODUCTS
2.1 PERFORMANCE REQUIREMENTS
A. Requirements for Hollow Metal Doors and Frames:
1. Steel Sheet: Comply with one or more of the following requirements; galvannealed steel complying with ASTM A653/A653M, cold-rolled steel complying with ASTM A1008/A1008M, or hot-rolled pickled and oiled (HRPO) steel complying with ASTM A1011/A1011M, commercial steel (CS) Type B, for each.
2. Accessibility: Comply with ICC A117.1 and ADA Standards.
3. Top Closures: Flush with top of faces and edges.
4. Bottom Closures: Inverted channel.
5. Door Edge Profile: Manufacturers standard for application indicated.
6. Typical Door Face Sheets: Flush.
7. Hardware Preparations, Selections and Locations: Comply with NAAMM HMMA 830 and NAAMM HMMA 831 or BHMA A156.115 and ANSI/SDI A250.8 (SDI-100) in accordance with specified requirements.
8. Zinc Coating for Typical Interior and/or Exterior Locations: Provide metal components zinc-coated (galvanized) and/or zinc-iron alloy-coated (galvannealed) by the hot-dip process in accordance with ASTM A653/A653M, with manufacturer's standard coating thickness, unless noted otherwise for specific hollow metal doors and frames.
a. Based on SDI Standards: Provide at least A40/ZF120 (galvannealed) when necessary, coating not required for typical interior door applications, and at least A60/ZF180 (galvannealed) for corrosive locations.
B. Combined Requirements: If a particular door and frame unit is indicated to comply with more than one type of requirement, comply with the specified requirements for each type; for instance, an exterior door that is also indicated as being sound-rated must comply with the requirements specified for exterior doors and for sound-rated doors; where two requirements conflict, comply with the most stringent.
08 1113 - 3
2.2 HOLLOW METAL DOORS
A. Door Finish: Factory primed and field finished.
B. Exterior Doors: Thermally insulated.
1. Grade: ANSI/SDI A250.8 (SDI-100); Level 3 - Extra Heavy-Duty, Physical Performance Level A, Model 2 - Seamless.
a. Door Core Material: Vertical steel stiffeners.
b. Door Face Metal Thickness: 16 gage, 0.053 inch, minimum.
2. Door Core Material: Polyurethane, 1.8 lbs/cu ft minimum density.
a. Foam Plastic Insulation: Manufacturer's standard board insulation with maximum flame spread index (FSI) of 75, and maximum smoke developed index (SDI) of 450 in accordance with ASTM E84, and completely enclosed within interior of door.
3. Door Thickness: 1-3/4 inch, nominal.
4. Insulating Value: U-value of 0.29, when tested in accordance with ASTM C1363, ASTM C177, or ASTM C518.
5. Weatherstripping: Refer to Section 08 7100.
2.3 HOLLOW METAL FRAMES
A. Comply with standards and/or custom guidelines as indicated for corresponding door in accordance with applicable door frame requirements.
B. Frame Finish: Same as hollow metal door.
C. Exterior Frames: Fully welded.
1. Galvanizing: Components hot-dipped zinc-iron alloy-coated (galvannealed) in accordance with ASTM A653/A653M, with A40/ZF120 coating.
2. Frame Metal Thickness: 16 gage, 0.053 inch, minimum.
D. Frames Wider than 48 inches: Reinforce with steel channel fitted tightly into frame head, flush with top.
2.4 FINISHES
A. Primer: Rust-inhibiting, complying with ANSI/SDI A250.10, door manufacturer's standard.
2.5 ACCESSORIES
A. Mechanical Fasteners for Concealed Metal-to-Metal Connections: Self-drilling, self-tapping, steel with electroplated zinc finish.
B. Silencers: Resilient rubber, fitted into drilled hole; provide three on strike side of single door, three on center mullion of pairs, and two on head of pairs without center mullions.
C. Temporary Frame Spreaders: Provide for factory- or shop-assembled frames.
D. Frame Anchors: Manufacturer's standard anchoring devices for indicated opening types with anchoring device accessories specified in manufacturer's installation instructions.
1. Door Frames: Provide 3 anchors minimum for each jamb for frames up to 78 inches in height; 4 anchors up to 96 inch jamb height; one additional anchor each 24 inches or fraction thereof over 96 inch jamb height.
a. Door frame anchor locations: Provide anchors on each jamb at hinge and strike levels.
2. Window frame anchor locations: One anchor for each 30 inches of frame height or fraction thereof.
E. Formed Brake Metal: Prefabricated formed sheet metal, for use as enclosures and filler panels; fully welded to frames in field.
1. Configuration: As indicated on the Drawings.
2. Material and Finish: Same as frame.
08 1113 - 4
PART 3 EXECUTION
3.1 EXAMINATION
A. Verify existing conditions before starting work.
B. Verify that opening sizes and tolerances are acceptable.
C. Verify that finished walls are in plane to ensure proper door alignment.
3.2 INSTALLATION
A. Install doors and frames in accordance with manufacturer's instructions and related requirements of specified door and frame standards or custom guidelines indicated.
B. Coordinate frame anchor placement with wall construction.
C. Install door hardware as specified in Section 08 7100.
D. Silencers: Set flanges of silencers in light bed of adhesive prior to installation.
3.3 TOLERANCES
A. Clearances Between Door and Frame: Comply with related requirements of specified frame standards or custom guidelines indicated in accordance with SDI 117 or NAAMM HMMA 861.
B. Maximum Diagonal Distortion: 1/16 inch measured with straight edge, corner to corner.
3.4 ADJUSTING
A. Adjust for smooth and balanced door movement.
3.5 SCHEDULE
A. Refer to Door and Frame Schedule on the drawings.
END OF SECTION
Salina UTES Generator Project February, 2018 KANG - Salina, KS CFMO – #L409
09 2116 - 1
SECTION 09 2116
GYPSUM BOARD ASSEMBLIES
PART 1 GENERAL
1.1 SECTION INCLUDES
A. Metal stud framing.
B. Z-furring system.
C. Metal channel ceiling framing.
D. Gypsum board.
E. Joint treatment and accessories.
F. Textured finish system.
1.2 REFERENCE STANDARDS
A. ASTM A641/A641M - Standard Specification for Zinc-Coated (Galvanized) Carbon Steel Wire; 2009a (Reapproved 2014).
B. ASTM A653/A653M - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process; 2017.
C. ASTM C475/C475M - Standard Specification for Joint Compound and Joint Tape for Finishing Gypsum Board; 2015.
D. ASTM C635/C635M - Standard Specification for the Manufacture, Performance, and Testing of Metal Suspension Systems for Acoustical Tile and Lay-in Panel Ceilings; 2017.
E. ASTM C645 - Standard Specification for Nonstructural Steel Framing Members; 2014, with Editorial Revision (2015).
F. ASTM C754 - Standard Specification for Installation of Steel Framing Members to Receive Screw-Attached Gypsum Panel Products; 2017.
G. ASTM C840 - Standard Specification for Application and Finishing of Gypsum Board; 2017a.
H. ASTM C954 - Standard Specification for Steel Drill Screws for the Application of Gypsum Panel Products or Metal Plaster Bases to Steel Studs From 0.033 in. (0.84 mm) to 0.112 in. (2.84 mm) in Thickness; 2015.
I. ASTM C1002 - Standard Specification for Steel Self-Piercing Tapping Screws for Application of Gypsum Panel Products or Metal Plaster Bases to Wood Studs or Steel Studs; 2016.
J. ASTM C1047 - Standard Specification for Accessories For Gypsum Wallboard and Gypsum Veneer Base; 2014a.
K. ASTM C1396/C1396M - Standard Specification for Gypsum Board; 2017.
L. ASTM D3273 - Standard Test Method for Resistance to Growth of Mold on the Surface of Interior Coatings in an Environmental Chamber; 2016.
M. GA-216 - Application and Finishing of Gypsum Panel Products; 2016.
N. GA-226 - Application of Gypsum Board to Form Curved Surfaces; Gypsum Association; 2016.
1.3 SUBMITTALS
A. Product Data: Provide data on gypsum board, accessories, and joint finishing system.
09 2116 - 2
1.4 QUALITY ASSURANCE
A. Installer Qualifications: Company specializing in performing gypsum board installation and finishing, with minimum five years of experience.
PART 2 PRODUCTS
2.1 GYPSUM BOARD ASSEMBLIES
A. Provide completed assemblies complying with ASTM C840 and GA-216.
1. See PART 3 for finishing requirements.
2.2 METAL FRAMING MATERIALS
A. Non-Loadbearing Framing System Components: ASTM C645; galvanized sheet steel, of size and properties necessary to comply with ASTM C754 for the spacing indicated, with maximum deflection of wall framing of L/120 at 5 psf.
1. Studs: "C" shaped with flat or formed webs with knurled faces.
a. Size and Gage: As indicated; if gage is not indicated provide 20 gage (0.0346 inches thick, minimum).
2. Track: U shaped, depth and gage to match studs.
3. Ceiling Channels: C-shaped.
4. Main Ceiling Channels: Cold rolled, C shaped, 16 gage, 3/4 inches deep
5. Braces: C shaped, depth and gage to match wall framing unless indicated otherwise.
6. Hat-shaped Furring Channels: Roll-formed, corrosion-resistant steel, hat-shaped sections, 20 gage (0.0346 inches thick, minimum), minimum depth of 7/8 inch.
7. Metal Framing Connectors and Accessories:
a. Same manufacturer as framing.
B. Z-Furring System: Z-shaped furring sections and furring reinforcing angles designed to mechanically attach gypsum panels and rigid insulation to interior side of concrete and masonry walls.
1. Z-Furring Section: 20 gage corrosion resistant coated steel; with slightly toed, 1-1/4 inch holding leg designed for a positive grip on the insulation; with 3/4 inch flange for attachment to substrate; Furring depth: As indicated.
a. Product: Z-F Series, Z-Furring, Clarkwestern Dietrich Building Systems LLC.
2. Furring Reinforcing Angles: 20 gage corrosion resistant galvanized steel angles.
3. Z-Furring System Insulation Board: Refer to Section 07 2100.
09 2116 - 3
C. Non-Loadbearing Framing Accessories:
1. Ceiling Hangers: Type and size as specified in ASTM C754 for spacing required.
2. Framing Connectors: ASTM A653/A653M G90 galvanized steel clips; secures cold rolled channel to wall studs for lateral bracing.
2.3 BOARD MATERIALS
A. Gypsum Wallboard: Paper-faced gypsum panels as defined in ASTM C1396/C1396M; sizes to minimize joints in place; ends square cut.
1. Application: Use for vertical surfaces and ceilings, unless otherwise indicated.
2. Mold Resistance: Score of 10, when tested in accordance with ASTM D3273.
a. Mold resistant board is required at all locations.
3. Type: Regular.
4. Thickness:
a. Vertical Surfaces: 5/8 inch.
b. Ceilings: 5/8 inch.
2.4 GYPSUM WALLBOARD ACCESSORIES
A. Clip Angles: Formed angles from galvanized steel or rolled zinc sheets, gage to match metal framing; of configuration indicated.
B. Trim, Cornerbead, and Finishing Accessories: ASTM C1047, galvanized steel or rolled zinc, unless otherwise indicated.
1. Types: As detailed or required for finished appearance.
2. Special Shapes: In addition to conventional cornerbead and control joints, provide L-bead and LC-bead at exposed panel edges.
C. Joint Accessories: ASTM C1047, galvanized steel or rolled zinc, unless noted otherwise.
1. Corner Beads: Low profile, for 90 degree outside corners.
2. Expansion Joints:
a. Type: V-shaped metal with factory-installed protective tape.
3. Control Joints: LC bead (casing bead) on either side of joint; void filled with sealant.
4. Flute Cover Plates: Flanged 18 gage plates of same material and finish of metal deck, conforming to the profile of the steel deck flute.
5. Joint Materials: ASTM C475/C475M and as recommended by gypsum board manufacturer for project conditions.
a. Paper Tape: 2 inch wide, creased paper tape for joints and corners, except as otherwise indicated.
b. Joint Compound: Drying type, vinyl-based, ready-mixed.
6. Textured Finish Materials: Vinyl-based compound; plain.
a. Screws for Fastening of Gypsum Panel Products to Cold-Formed Steel Studs Less than 0.033 inch in Thickness and Wood Members: ASTM C1002; self-piercing tapping screws, corrosion resistant.
b. Screws for Attachment to Steel Members From 0.033 to 0.112 Inch in Thickness: ASTM C954; steel drill screws for application of gypsum board to steel studs.
c. Metal Furring Channel Clips: Galvanized wire clips to attach hat-shaped furring to 1-1/2 Inch deep ceiling channels.
d. Anchorage to Substrate: Secure framing components to substrate with tie wire, screws, and other metal supports, of type and size to suit application; to rigidly secure materials in place.
e. Hanger Wire: ASTM A641/A641M, Class 1 zinc coating, soft temper, pre-stretched.
1) Size: Provide wire diameter so that its stress at 3 times the hanger design load (ASTM C635/C635M, Table 1, Direct Hung) will be less than the yield stress of wire, but provide not less than 12 gage diameter wire.
09 2116 - 4
PART 3 EXECUTION
3.1 EXAMINATION
A. Verify that project conditions are appropriate for work of this section to commence.
3.2 CUTTING & PATCHING
A. Repair existing damaged gypsum board and gypsum board finishes to match original condition. Fill holes, cuts, cracks, dents, and other irregularities.
B. Repair or replace damaged corner bead, trim, control joints, and other accessories to match original condition.
C. Where replacement of gypsum board is necessary, match type, thickness, and finish of original gypsum board.
D. Do not cut and patch construction in a manner that would result in visual evidence of cutting and patching.
3.3 FRAMING INSTALLATION
A. Metal Framing: Install in accordance with ASTM C754 and manufacturer's instructions.
B. Suspended Ceilings and Soffits: Space framing and furring members at 12 inches on center.
1. Level ceiling system to a tolerance of 1/600.
2. Laterally brace entire suspension system.
a. Provide seismic bracing as indicated on the Drawings.
C. Studs: Space studs at 16 inches on center unless indicated otherwise.
1. Extend partition framing to structure unless indicated otherwise.
2. Partitions Terminating at Bracing: Provide bracing system consisting of same stud type spaced 48 inches on center, angled between 35 and 50 degrees, fastened to stud framing 6 - 12 inches above ceiling and anchored to structural framing members above ceiling.
a. Bracing perpendicular to structural members: Unless indicated otherwise terminate bracing with top runner anchored to structure.
b. Bracing parallel to structural members: Unless indicated otherwise secure top runner of bracing to perpendicular main runners of same size and gage as partition stud, spaced 48 inches on center maximum; Anchor main runners to structure as required to meet design requirements.
3. Attach ceiling runner securely to substrate in accordance with manufacturer's instructions.
D. Openings: Reinforce openings as required for weight of doors or operable panels, using not less than double studs at jambs.
E. Hat-Shaped Furring Channels: Install at locations indicated, not more than 4 inches from floor and ceiling lines and abutting walls.
1. Orientation: Horizontal.
2. Spacing: At 16 inches on center.
F. Z-Furring System:
1. Install Z-Furring at locations indicated.
2. Install Z-furring by directly attaching to walls at maximum 16 inches on center.
3. Orientation: Horizontal; Extend full height of wall unless indicated otherwise.
4. Z-Furring System Insulation: Provide boards specified in Section 07 2100 continuous between Z-furring flanges.
G. Blocking: Refer to in Section 06 1000.
1. Install concealed wood blocking for support of wall and ceiling mounted elements as specified in Section 06 1000.
H. Plates, Gussets, Clips: Sheet Steel, 16 gage; finish to match framing components.
09 2116 - 5
I. Metal Stud Cross Bracing: Provide as indicated, alternating direction of bracing; anchor to studs and structural elements with fasteners as required to provide rigid assembly.
1. Size and gage: As indicated. If not indicated, provide of same size and gage as metal studs.
2. Spacing: As indicated. If not indicated, space cross-bracing at 48 inches on center, minimum.
3.4 BOARD INSTALLATION
A. Comply with ASTM C840, GA-216, and manufacturer's instructions. Install to minimize butt end joints, especially in highly visible locations.
B. Single-Layer Non-Rated: Install gypsum board perpendicular to framing, with ends and edges occurring over firm bearing.
C. Double-Layer Non-Rated: Use gypsum board for first layer, placed parallel to framing or furring members, with ends and edges occurring over firm bearing. Place second layer perpendicular to framing or furring members. Offset joints of second layer from joints of first layer.
D. Fire-Rated Construction: Install gypsum board in strict compliance with requirements of assembly listing.
E. Exposed Gypsum Board in Interior Wet Areas: Seal joints, cut edges, and holes with water-resistant sealant.
F. Installation on Metal Framing: Use screws for attachment of gypsum board.
3.5 INSTALLATION OF TRIM AND ACCESSORIES
A. Control Joints: Place control joints consistent with lines of building spaces and as follows:
1. Not more than 30 feet apart on walls and ceilings over 50 feet long.
B. Corner Beads: Install at external corners, using longest practical lengths.
C. Edge Trim: Install at locations where gypsum board abuts dissimilar materials.
3.6 JOINT TREATMENT
A. Finish gypsum board in accordance with levels defined in ASTM C840, as follows:
1. Level 4: Walls and ceilings to receive paint finish or wall coverings, unless otherwise indicated.
2. Level 2: In utility areas, behind cabinetry, and on backing board to receive tile finish.
3. Level 1: Wall areas above finished ceilings, whether or not accessible in the completed construction.
B. Tape, fill, and sand exposed joints, edges, and corners to produce smooth surface ready to receive finishes.
1. Feather coats of joint compound so that camber is maximum 1/32 inch.
2. Taping, filling and sanding is not required at base layer of double layer applications.
3.7 TEXTURE FINISH
A. Apply finish texture coating by means of spraying apparatus in accordance with manufacturer's instructions .
B. Texture Required: Provide as follows:
1. Walls and Ceilings: Match existing adjacent construction.
3.8 TOLERANCES
A. Maximum Variation of Finished Gypsum Board Surface from True Flatness: 1/8 inch in 10 feet in any direction.
END OF SECTION
Salina UTES Generator Project February, 2018 KANG - Salina, KS CFMO – #L409
09 9000 - 1
SECTION 09 9000
PAINTING AND COATING
PART 1 GENERAL
1.1 SECTION INCLUDES
A. Surface preparation.
B. Field application of paints.
C. Scope: Finish all interior and exterior surfaces exposed to view, unless fully factory-finished and unless otherwise indicated, including the following:
1. Mechanical and Electrical:
a. In finished areas, paint all insulated and exposed pipes, conduit, boxes, insulated and exposed ducts, hangers, brackets, collars and supports, mechanical equipment, and electrical equipment, unless otherwise indicated.
D. Do Not Paint or Finish the Following Items:
1. Items fully factory-finished unless specifically so indicated; materials and products having factory-applied primers are not considered factory finished.
2. Items indicated to receive other finishes.
3. Items indicated to remain unfinished.
4. Fire rating labels, equipment serial number and capacity labels, and operating parts of equipment.
5. Stainless steel, anodized aluminum, bronze, terne, and lead items.
6. Glass.
7. Concealed pipes, ducts, and conduits.
E. See Schedule - Surfaces to be Finished, at end of Section.
1.2 DEFINITIONS
A. Conform to ASTM D16 for interpretation of terms used in this section.
B. General: Standard coating terms defined in ASTM D16.
1. Flat refers to a lusterless or matte finish with a gloss range below 15 when measured at an 85 degree meter.
2. Eggshell refers to low-sheen finish with a gloss range between 20 and 35 when measured at a 60 degree meter.
3. Semi-Gloss refers to medium-sheen finish with a gloss range between 35 and 70 when measured at a 60 degree meter.
4. Full gloss refers to high-sheen finish with a gloss range more than 70 when measured at a 60 degree meter.
C. The following definitions are in addition to the terms defined in ASTM D16:
1. Exposed or Exposed Surfaces - Areas visible when permanent or built-in fixtures, convector covers, covers for finned-tube radiation, grilles, and similar components are in place. Extend coatings in these areas, as required, to maintain the system integrity and provide desired protection.
2. Submerged - Materials which are permanently or intermittently below the maximum water or liquid surface elevation in open top structures unless otherwise noted or otherwise shown; Materials within liquid or residual solids carrying structures that are covered, including materials on the underside of the covers, whether in contact with liquids or not, unless otherwise noted or otherwise shown; Materials within an enclosed process structure, whether in contact with liquids or not.
09 9000 - 2
1.3 REFERENCE STANDARDS
A. 40 CFR 59, Subpart D - National Volatile Organic Compound Emission Standards for Architectural Coatings; U.S. Environmental Protection Agency; current edition.
B. ASTM D16 - Standard Terminology for Paint, Related Coatings, Materials, and Applications; 2016.
C. SSPC-SP 1 - Solvent Cleaning; 2015, with Editorial Revision (2016).
D. SSPC-SP 2 - Hand Tool Cleaning; 1982, with Editorial Revision (2004).
1.4 SUBMITTALS
A. See Section 01 3000 for submittal procedures.
B. Selection Samples: For each finish product specified, two complete sets of color chips representing manufacturer's full range of available colors and patterns.
C. Verification Samples: For each finish product specified, two samples, minimum size 6 inches square, representing actual product, color, and patterns.
D. Product Data: Provide data on all finishing products and special coatings to be used, with the following information for each:
1. Manufacturer's name, product name and/or catalog number, and general product category (e.g. "acrylic").
2. Cross-reference to specified paint system(s) products to be used: Identify each product as a component of the appropriate paint numbering system in Part 2 of this Section (e.g. "Paint System ME-OP-2AC-2"). Unidentified products will result in rejection of the entire submittal.
E. Manufacturer's Instructions: Indicate special surface preparation procedures and dry film thickness of installed products.
F. Maintenance Data: Submit data including care and cleaning instructions, touch-up procedures, and repair of painted and coated surfaces.
G. Maintenance Materials: Furnish the following for Owner's use in maintenance of project.
1. See Section 01 6000 - Product Requirements, for additional provisions.
2. Furnish extra paint materials from the same production run as the materials applied and in the quantities described below. Package with protective covering for storage and identify with labels describing contents. Deliver extra materials to Owner.
a. Extra Paint and Coatings: 1 gallon of each color; store where directed.
b. Label each container with color in addition to the manufacturer's label.
1.5 QUALITY ASSURANCE
A. Manufacturer Qualifications: Company specializing in manufacturing the products specified, with minimum ten years documented experience.
B. Provide paint and coating products used in any individual system from the same manufacturer .
C. Applicator Qualifications: Company specializing in performing the type of work specified with minimum five years documented experience.
1.6 REGULATORY REQUIREMENTS
A. Conform to applicable code for flame and smoke rating and VOC requirements for products and finishes.
B. Lead, Heavy Metals, Cadmium, and Chromates: Lead, Heavy Metals, Cadmium, and Chromate content of painting materials shall not exceed amount permitted by federal, state, and local authorities.
C. Comply with governing code requirements for air quality and material disposal regulations.
09 9000 - 3
1.7 DELIVERY, STORAGE, AND HANDLING
A. Deliver products to site in sealed and labeled containers; inspect to verify acceptability.
B. Container Label: Include manufacturer's name, type of paint, brand name, lot number, brand code, coverage, surface preparation, drying time, cleanup requirements, color designation, and instructions for mixing and reducing.
C. Paint Materials: Store at minimum ambient temperature of 45 degrees F and a maximum of 90 degrees F, in ventilated area, and as required by manufacturer's instructions.
D. Apply waterborne paints only when temperatures of surfaces to be painted and surrounding air are between 50 degrees F and 90 degrees F.
E. Apply solvent-thinned paints only when temperatures of surfaces to be painted and surrounding air are between 45 degrees F and 95 degrees F.
F. Provide fire extinguishers and post caution signs warning against smoking and open flame when working with flammable materials.
G. Protect work of other trades, whether being painted or not, against damage by painting. Correct damage by cleaning, repairing or replacing, and repainting, as approved by Architect. Provide "Wet Paint" signs to protect newly painted finishes. Remove temporary protective wrappings provided by others to protect their work after completing painting operations.
1.8 FIELD CONDITIONS
A. Do not apply materials when surface and ambient temperatures are outside the temperature ranges required by the paint product manufacturer.
B. Follow manufacturer's recommended procedures for producing best results, including testing of substrates, moisture in substrates, and humidity and temperature limitations.
C. Do not apply exterior coatings during rain or snow, or when relative humidity is outside the humidity ranges required by the paint product manufacturer.
D. Minimum Application Temperatures for Latex Paints: 45 degrees F for interiors; 50 degrees F for exterior; unless required otherwise by manufacturer's instructions.
E. Minimum Application Temperature for Varnish Finishes: 65 degrees F for interior or exterior, unless required otherwise by manufacturer's instructions.
F. Provide lighting level of 80 ft candles measured mid-height at substrate surface.
PART 2 PRODUCTS
2.1 MANUFACTURERS
A. Manufacturers - Provide paint and coating products by one of the following:
1. Benjamin Moore & Co. (Moore): www.benjaminmoore.com.
2. PPG Paints: www.ppgpaints.com.
3. Sherwin-Williams Company (SW): www.sherwinwilliams.com.
4. Pratt & Lambert Paints: www.prattandlambert.com.
B. Primer Sealers: Same manufacturer as top coats.
C. Substitutions: Not permitted.
2.2 PAINTS AND COATINGS - GENERAL
A. Paint exposed surfaces, except where the Paint Schedule indicates that a surface or material is not to be painted or is to remain natural. If the Paint Schedules does not specifically mention an item or a surface, paint the item or surface the same as similar adjacent materials or surfaces whether or not the Schedules indicates color(s). If the Schedule does not indicate color(s) or finishes, the Architect will select from standard colors and finishes available.
09 9000 - 4
B. Surface preparation, priming, and finish coats specified in this Section are in addition to shop priming and surface treatment specified in other Sections.
C. Paints and Coatings: Ready mixed, unless intended to be a field-catalyzed coating.
1. Provide paints and coatings of a soft paste consistency, capable of being readily and uniformly dispersed to a homogeneous coating, with good flow and brushing properties, and capable of drying or curing free of streaks or sags.
2. Provide materials that are compatible with one another and the substrates indicated under conditions of service and application, as demonstrated by manufacturer based on testing and field experience.
3. Supply each coating material in quantity required to complete entire project's work from a single production run.
4. Do not reduce, thin, or dilute coatings or add materials to coatings unless such procedure is specifically described in manufacturer's product instructions.
D. Volatile Organic Compound (VOC) Content:
1. Provide coatings that comply with the most stringent requirements specified in the following:
a. 40 CFR 59, Subpart D--National Volatile Organic Compound Emission Standards for Architectural Coatings.
b. Ozone Transport Commission (OTC) Model Rule, Architectural, Industrial, and Maintenance Coatings; www.otcair.org; specifically:
1) Opaque, Flat: 50 g/L, maximum.
2) Opaque, Nonflat: 150 g/L, maximum.
3) Opaque, High Gloss: 250 g/L, maximum.
4) Varnishes: 350 g/L, maximum.
c. Architectural coatings VOC limits of the State in which the Project is located.
2. Determination of VOC Content: Testing and calculation in accordance with 40 CFR 59, Subpart D (EPA Method 24), exclusive of colorants added to a tint base and water added at project site; or other method acceptable to authorities having jurisdiction.
E. Chemical Content: The following compounds are prohibited:
1. Intentionally added methylene chloride or perchloroethylene.
2. Aromatic Compounds: In excess of 1.0 percent by weight of total aromatic compounds (hydrocarbon compounds containing one or more benzene rings).
3. Acrolein, acrylonitrile, antimony, benzene, butyl benzyl phthalate, cadmium, di (2-ethylhexyl) phthalate, di-n-butyl phthalate, di-n-octyl phthalate, 1,2-dichlorobenzene, diethyl phthalate, dimethyl phthalate, ethylbenzene, formaldehyde, hexavalent chromium, isophorone, lead, mercury, methyl ethyl ketone, methyl isobutyl ketone, methylene chloride, naphthalene, toluene (methylbenzene), 1,1,1-trichloroethane, vinyl chloride.
F. Sheens: Provide the sheens specified; where sheen is not specified, sheen will be selected later by Architect from the manufacturer's full line.
G. Colors: As indicated in Color Schedule.
1. In finished areas, finish pipes, ducts, conduit, and equipment the same color as the wall/ceiling they are mounted on/under.
H. Material Compatibility: Provide block fillers, primers, undercoats, and finish-coat materials that are compatible with one another and the substrates indicated under conditions of service and application, as demonstrated by manufacturer based on testing and field experience
1. Review other Sections of these Specifications in which prime paints are to be provided to ensure compatibility of the total coatings system for the various substrates. Contractor shall be responsible for the compatibility of all shop primed and field painted items.
2. Furnish information on the characteristics of the finish materials proposed to use, to ensure that compatible prime coats are used. Provide Tie coats over incompatible primers or remove and reprime as required. Notify Architect, in writing, of anticipated problems using the coating systems as specified with substrates primed by others.
09 9000 - 5
I. At completion of construction activities of other trades, touch up and restore damaged or defaced painted surfaces.
2.3 PAINT SYSTEMS
A. Paint System ME-OP-2AC-1 - Ferrous Metals, Factory-Finished Metals and Galvanized Metals, Waterborne Acrylic, 2 Coats:
1. VOC Content: Less than 150 g/L.
2. Surface Preparation: Solvent clean surfaces per SSPC-SP 1 except at rusty surfaces hand tool clean surfaces per SSPC-SP 2 and prime the area with first coat product the same day as cleaned.
3. First Coat: Pro Industrial Multi-Surface Acrylic B66-1500 Series, Sherwin-Williams; 1.5 - 2.5 dry mils.
4. Second Coat: Pro Industrial Multi-Surface Acrylic B66-1500 Series, Sherwin Williams; 1.5 - 2.5 dry mils.
5. Sheen: Gloss.
B. Paint System GI-OP-3LA-3: Gypsum Board/Plaster, Latex-Acrylic, 3 Coats, Semi-Gloss.
1. One coat of primer-sealer: Sherwin Williams Premium Wall and Wood Primer B28W08111; 1.6 dry mils.
2. Two finish coats: Sherwin Williams ProMar 200 Zero VOC Interior Latex Semi-Gloss, B31-2600 Series; 2 ; 1.5 dry mils per coat.
2.4 ACCESSORY MATERIALS
A. Accessory Materials: Provide all primers, sealers, cleaning agents, cleaning cloths, sanding materials, and clean-up materials required to achieve the finishes specified whether specifically indicated or not; commercial quality.
B. Patching Material: Polyurethane or acrylic filler.
C. Fastener Head Cover Material: Latex filler.
PART 3 EXECUTION
3.1 EXAMINATION
A. Do not begin application of coatings until substrates have been properly prepared.
B. Verify that surfaces are ready to receive work as instructed by the product manufacturer.
C. Examine surfaces scheduled to be finished prior to commencement of work. Report any condition that may potentially affect proper application.
D. If substrate preparation is the responsibility of another installer, notify Architect of unsatisfactory preparation before proceeding.
E. Test shop-applied primer for compatibility with subsequent cover materials.
F. Test previously painted surfaces for compatibility with subsequent cover materials.
G. Measure moisture content of surfaces using an electronic moisture meter. Do not apply finishes unless moisture content of surfaces is below the following maximums:
1. Gypsum Wallboard: 12 percent.
2. Masonry, Concrete, and Concrete Unit Masonry: 12 percent.
3.2 PREPARATION
A. Clean surfaces thoroughly and correct defects prior to coating application.
B. Prepare surfaces using the methods recommended by the manufacturer for achieving the best result for the substrate under the project conditions.
09 9000 - 6
C. Remove or repair existing coatings that exhibit surface defects.
D. Perform all preparation and cleaning procedures as specified herein and in strict accordance with the paint manufacturer's instructions for each particular substrate and atmospheric condition.
E. Clean surfaces to be painted before applying paint or surface treatments. Remove oil and grease with clean cloths and cleaning solvents prior to mechanical cleaning. Program the cleaning and painting so that dust and other contaminants from the cleaning process will not fall in wet, newly painted surfaces.
F. Remove or mask surface appurtenances, including electrical plates, hardware, light fixture trim, escutcheons, and fittings, prior to preparing surfaces or finishing.
G. Surfaces: Correct defects and clean surfaces which affect work of this section.
H. Marks: Seal marks which may bleed through surface finishes with tie coat compatible with paint.
I. Impervious Surfaces: Remove mildew in accordance with paint manufacturer's recommendations.
J. Remove mildew from impervious surfaces by scrubbing with solution of tetra-sodium phosphate and bleach. Rinse with clean water and allow surface to dry.
K. Concrete and Unit Masonry Surfaces to be Painted: Allow new concrete and masonry to cure 28 days. Remove stains, oil, grease, dirt, loose mortar, scale, salt or alkali powder, and other foreign matter in accordance with paint manufacturer's recommendations. Do not use wire brushes for preparation or cleaning.
1. Do not paint over surfaces where the moisture content exceeds 8 percent, unless otherwise permitted in the manufacturer's printed instructions.
L. Gypsum Board Surfaces to be Painted: Fill minor defects with filler compound. Spot prime defects after repair.
M. Insulated Coverings to be Painted: Remove dirt, grease, and oil from canvas and cotton.
N. Galvanized Surfaces to be Painted: Remove surface contamination and oils and wash with solvent.
O. Corroded Steel and Iron Surfaces to be Painted: Prepare using at least SSPC-SP 2 (hand tool cleaning) or SSPC-SP 3 (power tool cleaning) followed by SSPC-SP 1 (solvent cleaning).
P. Uncorroded Uncoated Steel and Iron Surfaces to be Painted: Remove grease, mill scale, weld splatter, dirt, and rust. Where heavy coatings of scale are evident, remove by hand wire brushing or sandblasting; clean by washing with solvent. Apply a treatment of phosphoric acid solution, ensuring weld joints, bolts, and nuts are similarly cleaned. Prime paint entire surface; spot prime after repairs.
Q. Shop-Primed Steel Surfaces to be Finish Painted: Sand and scrape to remove loose primer and rust. Feather edges to make touch-up patches inconspicuous. Clean surfaces with solvent. Prime bare steel surfaces.
R. Wood to Receive Opaque Finish: Remove dust, grit, and foreign matter. Seal knots, pitch streaks, and sappy sections. Fill nail holes with tinted exterior calking compound after prime coat has been applied. Back prime concealed surfaces before installation.
S. Metal Doors to be Painted: Prime and paint metal door top, side, and bottom edge surfaces.
3.3 APPLICATION
A. Remove unfinished louvers, grilles, covers, and access panels on mechanical and electrical components and paint separately.
B. Apply products in accordance with manufacturer's instructions.
1. Any spot measurement found below the required minimum dry film thickness shall be repainted by the Contractor in accordance with the manufacturer's instructions, at no additional cost to the Owner.
09 9000 - 7
C. Where adjacent sealant is to be painted, do not apply finish coats until sealant is applied.
D. Do not apply finishes to surfaces that are not dry. Allow applied coats to dry before next coat is applied.
E. Apply each coat to uniform appearance.
F. Dark Colors and Deep Clear Colors: Regardless of number of coats specified, apply as many coats as necessary for complete hide.
G. Sand wood and metal surfaces lightly between coats to achieve required finish.
H. Vacuum clean surfaces of loose particles. Use tack cloth to remove dust and particles just prior to applying next coat.
I. Reinstall electrical cover plates, hardware, light fixture trim, escutcheons, and fittings removed prior to finishing.
3.4 FIELD QUALITY CONTROL
A. The Architect reserves the right to test surfaces, film thickness, and paint products at any time and as often as the Architect deems necessary during the period when paint is being applied.
1. Any spot measurement found below the required minimum dry film thickness shall be repainted by the Contractor in accordance with the manufacturer's instructions, at no additional cost to the Owner.
2. Do not paint unsatisfactory surfaces until they have been corrected and are in accordance with paint manufacturer's recommendations.
3.5 CLEANING
A. Collect waste material that could constitute a fire hazard, place in closed metal containers, and remove daily from site.
3.6 PROTECTION
A. Protect finished coatings until completion of project.
B. Touch-up damaged coatings after Substantial Completion.
3.7 SCHEDULE - SURFACES TO BE FINISHED
A. Paint the surfaces described below under Schedule - Paint Systems.
B. Mechanical and Electrical: Use paint systems defined for the substrates to be finished.
1. Paint exposed pipes, conduit, and boxes located in finished areas to match background surfaces, unless otherwise indicated.
3.8 SCHEDULE - PAINT SYSTEMS
A. Paint System ME-OP-2AC-1:
1. Exterior and Interior:
a. Ferrous and galvanized steel doors and frames.
b. Primed and unprimed ferrous and galvanized metals.
c. Exposed, previously painted metal surfaces.
d. Exposed steel joists and metal framing components.
e. Exposed conduits, piping, and ductwork in finished areas.
f. Exposed, previously painted masonry surfaces.
g. Galvanized and ferrous metals for which no other paint system is indicated.
h. Previously painted galvanized and ferrous metals for which no other paint system is indicated.
i. Factory-Finished Metals for Which No Other Paint System is Indicated.
B. Paint System GI-OP-3LA-3:
1. Interior:
09 9000 - 8
a. Gypsum board walls, ceilings, and bulkheads.
b. Exposed bare wood.
c. Exposed previously painted wood.
3.9 SCHEDULE - COLORS
A. Colors: As selected by Architect from full range of manufacturer's standards.
END OF SECTION
Salina UTES Generator Project February, 2018 KANG - Salina, KS CFMO – #L409
10 4400 - 1
SECTION 10 4400
FIRE PROTECTION SPECIALTIES
PART 1 GENERAL
1.1 SECTION INCLUDES
A. Fire extinguishers.
B. Fire extinguisher cabinets.
C. Accessories.
1.2 REFERENCE STANDARDS
A. FM (AG) - FM Approval Guide; current edition.
B. NFPA 10 - Standard for Portable Fire Extinguishers; 2017.
C. UL (DIR) - Online Certifications Directory; Current Edition.
1.3 PERFORMANCE REQUIREMENTS
A. Conform to NFPA 10.
B. Provide extinguishers classified and labeled by Underwriters Laboratories Inc. for the purpose specified and indicated.
C. Provide extinguishers which are fully charged and ready for operation upon installation.
D. Provide extinguishers complete with Manufacturer's Warranty with Inspection Tag attached.
1.4 SUBMITTALS
A. Product Data: Provide extinguisher operational features, extinguisher ratings and classifications, and color and finish.
B. Shop Drawings: Indicate cabinet physical dimensions, rough-in measurements for recessed cabinets, and mounting measurements for wall bracket.
1.5 FIELD CONDITIONS
A. Do not install extinguishers when ambient temperature may cause freezing of extinguisher ingredients.
PART 2 PRODUCTS
2.1 MANUFACTURERS
A. Fire Extinguishers:
1. Activar Construction Products Group: www.activarcpg.com/#sle.
2. Buckeye Fire Equipment: Buckeyfire.com.
3. Kidde, a unit of United Technologies Corp: www.kidde.com.
4. Larsen's Manufacturing Co: www.larsensmfg.com
5. Nystrom, Inc: www.nystrom.com.
6. Pyro-Chem, a Tyco Business: www.pyrochem.com.
B. Fire Extinguisher Cabinets and Accessories:
1. Activar Construction Products Group: www.activarcpg.com/#sle.
2. Larsen's Manufacturing Co: www.larsensmfg.com.
10 4400 - 2
3. Nystrom, Inc: www.nystrom.com.
4. Potter-Roemer: www.potterroemer.com.
2.2 FIRE EXTINGUISHERS
A. Fire Extinguishers - General: Comply with product requirements of NFPA 10 and applicable codes, whichever is more stringent.
1. Provide extinguishers labeled by UL (DIR) or FM (AG) for purpose specified and as indicated.
B. Dry Chemical Type: Carbon steel tank, hose discharge, with pressure gage.
1. Class: A:B:C.
2. U.L. Rating: 4A-80B:C.
3. Capacity: 10 lbs.
4. Overall Width: 9 inches (nominal).
5. Overall Height: 20 inches (nominal).
6. Finish: Baked enamel, red color.
7. Product: Model MP10, Larsen's Manufacturing Co.
2.3 FIRE EXTINGUISHER CABINETS
A. Cabinet Construction: Non-fire rated.
B. Cabinet Configuration: Semi-recessed, ADA-compliant type.
C. Sized to accommodate fire extinguisher.
1. Exterior nominal dimensions of 13 inch wide by 27-1/2 inch high by 6 inch deep.
2. Projected Trim: Returned to wall surface, with 2 1/2 inch projection, 1 3/4 inch wide face.
D. Door: 0.036 inch metal thickness, reinforced for flatness and rigidity with nylon catch. Hinge doors for 180 degree opening with continuous piano hinge.
E. Door: Frameless, 1/4-inch thick smooth, clear acrylic, ADA compliant, with satin finish pull handle.
1. Door Lettering: Red, sans serif, capitalized letters.
a. Location: Surface mounted on back face of door.
b. Vertical Copy: FIRE EXTINGUISHER.
2. Handle: Zinc alloy, recessed, ADA-compliant.
F. Door Glazing: Acrylic plastic, clear, 1/4 inch thick, flat shape and set in resilient channel glazing gasket.
G. Cabinet Mounting Hardware: Appropriate to cabinet, with pre-drilled holes for placement of anchors.
H. Lock: Replaceable plastic cam lock designed to flex or break when door is pulled open sharply; provide one replacement cam lock for each cabinet.
I. Weld, fill, and grind components smooth.
J. Finish of Cabinet Exterior Trim and Door: No. 4 - Brushed stainless steel.
K. Finish of Cabinet Interior: White colored enamel.
L. Product: Gemini Series, SS-G2409-6R with recessed handle and Larsen-Loc, Larsen's Manufacturing Co.
2.4 ACCESSORIES
A. Fasteners: Corrosion resistant, self-drilling, pan head or round head screws.
B. Joint Sealants: Comply with Section 07 9200 - Joint Sealants.
10 4400 - 3
PART 3 EXECUTION
3.1 EXAMINATION
A. Verify existing conditions before starting work.
B. Verify rough openings for cabinet are correctly sized and located.
3.2 INSTALLATION
A. Install in accordance with manufacturer's instructions.
B. Fire Extinguisher Cabinets:
1. Install cabinets plumb and level in wall openings, 48 inches from finished floor to center of cabinet handle.
C. Secure rigidly in place.
D. Place fire extinguishers in fire extinguisher cabinets.
3.3 CLEANING
A. Clean all surfaces of the work, and adjacent surfaces which are soiled as a result of the work.
B. Remove from the site all construction equipment, tools, surplus materials and rubbish resulting from the work.
END OF SECTION
