5-2014.11.7_-_Addendum_2_-_Specifications.pdf

DeBary Public Safety Complex City of DeBary

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SECTION 08570

ALUMINUM WINDOWS

PART 1 GENERAL

1.1 SECTION INCLUDES

A. Aluminum Windows: Impact-resistant aluminum windows, including aluminum extrusions, finish, glass, operating hardware, screens, internal sealants and weather stripping, for high velocity hurricane zone (HVHZ) construction. (Estate, Sentinel)

1.2 RELATED SECTIONS

A. Section 06100 - Rough Carpentry.

B. Section 07900- Joint Sealers

1.3 REFERENCES

A. American Architectural Manufacturers Association:

1. AAMA 701/702: Pile weatherstripping and replaceable weatherseals.

2. AAMA 2603: Organic coatings on aluminum.

3. AAMA 2605: High-performance organic coatings on aluminum.

B. American Society of Civil Engineers

1. ASCE 7: Minimum Design Loads for Buildings and other Structures.

C. American Society for Testing and Materials:

1. ASTM B 221: Standard Specification for Aluminum and Aluminum-Alloy

Extruded Bars, Rods, Wire, Profiles, and Tubes.

2. ASTM E 283: Standard Test Method for Determining the Rate of Air Leakage

Through Exterior Windows, Curtain Walls, and Doors Under Specified Pressure Differences Across the Specimen.

3. ASTM E 330: Standard Test Method for Structural Performance of Exterior Windows, Doors, Skylights and Curtain Walls by Uniform Static Air Pressure Difference.

4. ASTM E 331: Standard Test Method for Water Penetration of Exterior Windows, Skylights, Doors, and Curtain Walls by Uniform Static Air Pressure Difference.

D. Florida Building Code - Building, 2010 (FBC):

1. Sections governing construction in a high-velocity wind zone (HVWZ).

a. FBC 1620: HVWZ Wind Loads (Structural).

b. FBC 2410: HVWZ General (Glass and Glazing).

c. FBC 2411: HVWZ Windows, Doors, Glass and Glazing.

2. Miami Dade County Test Application Standards (TAS) adopted by FBC:

a. TAS 201-95.1: Impact Test Procedures.

b. TAS 202-95.1: Criteria for Testing Impact Resistant Building Envelope

Components (Uniform Static Air Pressure Method).

c. TAS 203-95.1: Criteria for Testing Products Subject to Cyclic Wind

Pressure Loading.

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1.4 PERFORMANCE REQUIREMENTS

A. Impact-Resistant Aluminum Window and Door Performance:

1. Structural Test: ASTM E 330.

2. Water Infiltration Resistance: ASTM ES47/E 331 and FBC TAS 202.

3. Air Infiltration Resistance: ASTM E 283.

4. Windborne Debris Impact Resistance: Pass large missile impact tests; Florida

Building Code, FBC TAS 201.

5. Hurricane Wind Pressure Resistance: After passing large missile impact test, pass cyclic pressure tests following FBC TAS 203.

1.5 SUBMITTALS

A. Shop Drawings: Refer to - Administrative Requirements for complete submittal procedures. Indicate elevations, locations, markings, quantities, material, head jamb and sill conditions, metal thickness, sizes, shapes, dimensions, finishes and wind pressures.

B. Product Data: Provide detailed data on Manufacturers catalog data on each product to be used, including Miami Dade County Product Approval (NOA) and Florida Building Code (FBC) HVHZ Product Approval.

C. Selection Samples: For each finish specified, two complete sets of color chips representing manufacturer's full range of available colors and patterns.

1.6 QUALITY ASSURANCE

A. Manufacturer Qualifications: Not less than 10 years of experience in manufacturing impact-resistant aluminum windows and doors.

B. Installer Qualifications: Skilled and experienced to install manufacturer's units of the types specified.

1.7 DELIVERY, STORAGE, AND HANDLING

A. Store products in manufacturer's unopened packaging in a clean, dry area until ready for installation.

B. Protect exposed metal and glass surfaces to prevent damage to finish.

1.8 WARRANTIES

A. Warranty Period: Contact CGI Windows and Doors, Inc. for details on 10 year limited warranty.

1. Structural, Hardware and Certain Finishes: 10 years.

2. Stress Cracks on Glass: 1 year.

3. Delamination on Laminated Glass Units: 5 years.

4. Insulated Glass (sealed component): 10 years.

PART 2 PRODUCTS

2.1 MANUFACTURERS

A. Acceptable Manufacturer: CGI Windows and Doors, Inc. , 10100 N. W. 25th St. ; Miami, FL 33172; Toll Free Tel: 800-442-9042 ; Tel:

305-593-6590; Fax: 305-593-6592; Email: ocordova@cgiwindows.com; Web:

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www.cgiwindows.com

B. PGT Industries - 941-480-1600 or 800-282-6019

C. JELD-WEN Windows and Doors; 3250 Lakeport Blvd. P.O. Box 1329; Klamath Falls, OR 97601-0268, USA; Phone 541.885.7412, fax 541.884.3331; Toll free

800.535. 3936; website www.jeld-wen.com

D. Requests for substitutions will be considered in accordance with provisions of - Product Requirements.

2.2 ALUMINUM WINDOWS

A. Fixed Windows:

1. Fixed Window Types: Rectangular Fixed Windows; for example sizes and related design pressures refer to product approvals for latest results.

a. Unit Size: 48 by 72 inches, 90 psf Positive, 90 psf Negative.

2. Air Infiltration Resistance: Air leakage no more than 0.07 cfm/sqft of glass area at pressure differential of 6.24 psf (air infiltration tests conducted at pressure differential of 1.57 psf may not be used to justify compliance).

3. Water Infiltration Resistance: No water penetration at a static air pressure differential of 15 percent of positive design pressure with a maximum tested performance of 16.5 psf.

4. Construction: Heavy extruded aluminum-alloy sections, precision cut and assembled with sealed, mitered, hairline joints.

5. Member Wall Thicknesses:

a. Rectangular Window Fixed Frames: At least 0.080 inch (2.03 mm).

6. Frame Depth: Provide 0.50 (12.7 mm) inch flanges at perimeter frames.

a. Rectangular Fixed Windows Frames: At least 2.075 inches (53 mm).

7. Sightlines:

a. Rectangular Fixed: Jambs, sill and head - 3.5 inches (89 mm).

8. Corner Construction:

a. At Rectangular Fixed Window Frames: Assemble with sealed, mitered, hairline joints, made rigid by fastening with No. 10 stainless steel screws.

9. Fixed Window Frame Construction: Use the same vent and frame extrusions as are used in casement and project-out Series 238 windows, but screw vent extrusion to frame extrusion at interior using No. 10 x 1 inch (25 mm) stainless steel sheet metal screws around entire window, spaced as required by NOA.

a. Apply plastic caps matching color of finish to screw heads.

b. Provide extruded aluminum decorative screw covers for rectangular fixed windows.

10. Glazing Beads:

a. Rectangular Fixed: Extruded aluminum snap-in design, with 0.500 inch (12.7 mm) glass bite for impact-resistant glazing at rectangular fixed windows.

11. Finishes: Uniform at all visible surfaces exterior and interior, vents open or shut.

12. Factory Glazing:

a. Laminated Impact Resistant Glass Units: 7/16 inch (11 mm) thick

(nominal) consisting of clear, non-yellowing, non-crazing interlayer sandwiched between two panes of glass.

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1) Outer and Inner Panes of Laminated Units: 3/16 inch (4.8 mm).

a) Type: Tempered.

2) Tint in Outer Panes: Gray.

3) Texture in Outer Panes: Standard, none, smooth.

4) Interlayer Type: 0.090 inch / 90 mil (2.2 mm) Saflex PVB.

5) Interlayer Opacity: None, clear.

6) Tint in Inner Panes: None, clear.

13. Window Features:

a. Raised profile muntins.

b. Muntins: 3.5 inch (89 mm) muntins at rectangular fixed windows.

c. Extruded double applied raised profile 1 inch (25.4 mm)

d. Glazing Beads: Ogee glazing bead profile (colonial) at rectangular fixed windows.

e. Glazing Beads: Square glazing bead profile (contemporary) at rectangular fixed windows..

f. Standards: Miami Dade County NOA (Notices of Acceptance).

g. Aluminum Alloy and Temper: AA 6063-T5 and T6 temper.

2.3 FlNlSHES

A. AAMA 2603 ESP Finishes: Pretreatment plus 1 coat ESP Siliconized Polyester Coating.

1. Color: White.

PART 3 EXECUTION

3.1 PREPARATION

A. Before start of unit installation, check openings for adequacy of pressure preservative treated wood blocking that will receive frames. Check the size, quantity, spacing, clearances, and rigidity of fastenings and their conformance to the specified

NOA.

3.2 PREPARATION

A. Coordinate with Section 06100 - Rough Carpentry

1. 3/4 inch (19 mm) or 1-1/2 inch (38.1 mm) as per specified NOA rectangular or beveled pressure preservative treated South Yellow Pine blocking, set in a full bed of sealant.

2. Fasten with to structure with drilled concrete fasteners spaced as required in NOA, so that blocking is continuous and is tightly butted to fill corners of each opening.

B. Coordinate with Section 07900- Joint Sealants

1. Sealant at exterior perimeter of aluminum frames, in deeply grooved stucco or in 1/4 inch (6 mm) gaps where other exterior finish materials terminate next to frames.

2. Sealant in 1/8 inch (3.2 mm) gap at frame interior perimeters where sills and interior finish materials such as gypsum board and tile terminate next to frames.

C. Perform cutting, fitting, forming, drilling, and grinding of frames, without damage to finish, as needed to fit project conditions and make watertight. Replace components with damage to exposed finishes.

3.3 WINDOW INSTALLATION

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A. Install windows following manufacturer's instructions.

B. Attach window frame and shims to perimeter blocking at openings to accommodate construction tolerances and other irregularities. Maintain integrity of air barriers and vapor retarder sheets.

C. Align windows plumb and level, free of warp or twist.

D. Adjust vents to close snugly and put in smooth operating order.

3.4 CLEANING

A. Refer to manufacturers instructions for proper cleaning and maintenance of the products.

END OF SECTION

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SECTION 09900

PAINTS AND COATINGS

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Surface preparation.

B. Field application of paints and other coatings.

1.02 RELATED REQUIREMENTS

A. Section 08110 – Steel Doors and Frames

B. Section 09220 - Portland Cement Plaster

C. Section 09260 – Gypsum Board Assemblies

D. Section 09965 – Epoxy Coatings

1.03 REFERENCE STANDARDS

A. ASTM D 16 - Standard Terminology for Paint, Related Coatings, Materials, and Applications;

2008.

1.04 SUBMITTALS

A. See Administrative Requirements, for submittal procedures.

B. Samples: Submit two paper chip samples, 2x2 inch in size illustrating range of colors and textures available for each surface finishing product scheduled.

C. Maintenance Materials: Furnish the following for Owner's use in maintenance of project.

1. Extra Paint and Coatings: 1 gallon of each color; store where directed.

2. Label each container with color in addition to the manufacturer's label.

1.05 QUALITY ASSURANCE

A. Manufacturer Qualifications: Company specializing in manufacturing the products specified, with minimum three years documented experience.

1.06 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.

1.07 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. Provide lighting level of 80 ft candles measured mid-height at substrate surface.

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PART 2 PRODUCTS

2.01 MANUFACTURERS

A. Provide all finish paint and coating products used in any individual system from the same manufacturer; no exceptions.

1. Sherwin Williams:wwwsherwinwilliams.com

2. Benjamin Moore:www.benjaminmoore.com

3. Glidden Professional:www.gliddenprofessional.com

B. Bituminous Paint by C.R. LAURENCE CO., INC.; 800-421-6144

2.02 PAINTS AND COATINGS - GENERAL

A. 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. Supply each coating material in quantity required to complete entire project's work from a single production run.

3. Do not reduce, thin, or dilute coatings or add materials to coatings unless such procedure is specifically described in manufacturer's product instructions.

B. Primers: Where the manufacturer offers options on primers for a particular substrate, use primer categorized as "best" by the manufacturer.

2.03 PAINT SYSTEMS - EXTERIOR

A. Paint EC-OP-3L – Exterior Concrete

1. Two top coats and one primer coat as recommended by the manufacturer.

B. Paint GE-OP-3L - Plaster, Opaque, Latex, 3 Coat:

1. One coat of latex primer sealer.

2. Two coats of latex; Flat

C. Paint ME-OP-3L – Ferrous Metals, Unprimed, Latex 2 coat

1. One coat of latex primer.

2. Two coats of latex enamel.

D. Paint MgE-OP-3L - Galvanized Metals, Latex, 3 Coat:

1. One coat galvanized primer.

2. Gloss: Two coats of latex enamel

E. Paint – Exterior Split Face

1. Primer: A24W00200 - Loxon® Block Surfacer

2. First Coat: A24W00451 - Loxon® XP Waterproofing System For proper waterproofing performance and to resist alkalies, 2 coats of the coating MUST be applied between 14.0 -18.0 mils wet per coat.

3. Second Coat: A24W00451 - Loxon® XP Waterproofing System

2.04 PAINT SYSTEMS – INTERIOR

A. Paint I-OP-3L – Gyspsum, Plaster, Concrete/Masonry: Latex, 3 Coat:

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1. Two Top Coats and one primer; eggshell finish

B. Paint I- MD-DT – Wood Door Trim:

1. Two Top Coats and one primer

C. Paint MI-OP-3L – Ferrous Metals, Unprimed, Latex 2 coat

1. One coat of latex primer.

2. Two coats of latex enamel.

D. Drywall (Walls, Gypsum Board) (upto 42” H - Wainscot along the Corridors i.e.)

1. Epoxy Systems (Water Base)

a. Eg-Shel Finish; (Sherwin Williams “ProMar” as a Basis of Design) 1st Coat: S-W ProMar 200 Zero VOC Latex Primer, B28W2600 (4 mils wet, 1.5 mils dry) 2nd Coat: S-W Pro Industrial Water Based Catalyzed Epoxy Eg-Shel, B73-360 Series 3rd Coat: S-W Pro Industrial Water Based Catalyzed Epoxy Eg-Shel, B73-360 Series (2.0- 4 mils dry per coat)

E. Concrete Curing /Floor Sealer: Clear Polyurethane

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify that surfaces are ready to receive work as instructed by the product manufacturer.

B. Examine surfaces scheduled to be finished prior to commencement of work. Report any condition that may potentially affect proper application.

C. Test shop-applied primer for compatibility with subsequent cover materials.

D. Measure moisture content of surfaces using an electronic moisture meter. Do not apply finishes unless moisture content of surfaces are below the following maximums:

1. Plaster and Stucco: 12 percent.

3.02 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.

C. Remove or mask surface appurtenances, including electrical plates, hardware, light fixture trim, escutcheons, and fittings, prior to preparing surfaces or finishing.

D. Seal surfaces that might cause bleed through or staining of topcoat.

E. Plaster Surfaces to be Painted: Fill hairline cracks, small holes, and imperfections with latex patching plaster. Make smooth and flush with adjacent surfaces. Wash and neutralize high alkali surfaces.

3.03 APPLICATION

A. Apply products in accordance with manufacturer's instructions.

B. Do not apply finishes to surfaces that are not dry. Allow applied coats to dry before next coat is applied.

C. Apply each coat to uniform appearance.

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D. Reinstall electrical cover plates, hardware, light fixture trim, escutcheons, and fittings removed prior to finishing.

END OF SECTION