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	SECTION 05522
	GLASS RAILINGS
	Copyright 2008 - 2011 ARCAT, Inc. - All rights reserved
	** NOTE TO SPECIFIER ** SMI Systems; glass railing systems. . This section is based on the products of SMI Systems, which is located at: 11305 N. W. 128th St. Medley, FL 33178 Tel: 305-888-6288 Email: request info Web: www.impactglass.com [ Click Here ] for additional information. Smith Mountain Impact Systems provides impact and non-impact door, window and glass products to its dealer network. "Clearly Above the Rest" is our slogan. Founded in 1998, our vision is to provide quality window and door products to our dealers in a timely fashion and at a competitive price. The facility occupies over 20,000 square feet of warehouse with 30 employees. Our shop is divided into glass lamination, aluminum cutting, door fabrication and frame fabrication. We maintain a glass inventory in excess of 50,000 square feet at all times, and utilize state-of-the-art equipment to ensure quality fabrication: Computerized glass cutting table with free fall table; Pneumatic dual programmable miter cut saws; pneumatic fully automated CNC machine; pneumatic dual and single copy routers; and pneumatic end mill.
	PART 1	GENERAL
	1.1	SECTION INCLUDES
	** NOTE TO SPECIFIER ** Delete items below not required for project.
		A.	Aluminum handrails, guardrails, and railing systems, including connectors, fasteners, and system required accessories.
	1.2	RELATED SECTIONS
	** NOTE TO SPECIFIER ** Delete any sections below not relevant to this project; add others as required.
		A.	Section 05510 - Metal Stairs: Handrails associated with standard metal stairs.
		B.	Section 05520 - Handrails and Railings: Handrails other than decorative handrails specified in this Section.
		C.	Section 07410 - Metal Roof and Wall Panels: Aluminum panels for balcony dividers.
		D.	Section 08800 - Glazing: Glass panels for balcony dividers.
	1.3	REFERENCES
	** NOTE TO SPECIFIER ** Delete references from the list below that are not actually required by the text of the edited section. These standards apply to metal components only.
		A.	AAMA 603.8 - Voluntary Performance Requirements and Test Procedures for Pigmented Organic Coatings on Extruded Aluminum.
		B.	AAMA 2605 - Voluntary Specification, Performance Requirements and Test. Procedures for Superior Performing Organic Coatings on Aluminum Extrusions and Panels.
		C.	ASTM B 117 - Standard Practice for Operating Salt Spray (Fog) Apparatus.
		D.	ASTM B 221 - Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes.
		E.	ASTM B 429 - Standard Specification for Aluminum-Alloy Extruded Structural Pipe and Tube.
		F.	ASTM D 870 - Standard Practice for Testing Water Resistance of Coatings Using Water Immersion.
		G.	ASTM D 2247 - Standard Practice for Testing Water Resistance of Coatings in 100% Humidity.
		H.	ASTM D 2794 - Standard Test Method for Resistance of Organic Coatings to the Effect of Rapid Deformation (Impact).
	1.4	PERFORMANCE REQUIREMENTS:
		A.	Performance Requirements: Comply with loading capacity required by Code applicable in the jurisdiction of the Project.
	** NOTE TO SPECIFIER ** Delete if not required.
		B.	This product shall be tested and meet the requirements set forth by the Florida Building Code (2004) TAS 202 (loads) and Section2 407.
		C.	Structural Performance of Top Rails and Supports:
			1.	Capable of withstanding a concentrated load of 200 pounds (90.6 kg), applied to top rail at any point and in any direction.
			2.	Capable of withstanding a uniform load of 50 pounds per linear foot (74.3 kg/m) applied to the top rail horizontally with a simultaneous load of 100 pounds per linear foot (148.6 kg/m) applied vertically downward.
			3.	Design need not provide for both concentrated and uniform loads to be applied concurrently.
		D.	Structural Performance of Guardrail Infill:
			1.	Capable of withstanding a horizontal concentrated load of 200 pounds (90.6 kg), applied to a 1-foot (30.5 mm) square area at any point on infill.
			2.	Infill is defined to include panels, intermediate rails, balusters, and other elements.
			3.	Design need not provide for infill loads to be applied concurrently with top rail loads.
	1.5	SUBMITTALS
		A.	Submit under provisions of Section 01300.
		B.	Product Data: Manufacturer's Product Data substantiating compliance with Contract Documents. Include manufacturer's installation instructions.
		C.	Shop Drawings: Submit Shop Drawings for railings and handrails.
			1.	Include plans, elevations, and details.
			2.	Show connection and accessory items and locations for post location layout.
			3.	Include design loads, structural calculations, and material properties.
			4.	Provide Shop Drawings signed and sealed by structural engineer licensed in the state in which Project is located.
	** NOTE TO SPECIFIER ** Delete selection samples if colors have already been selected.
		D.	Railing Selection Sample: 12 inches (254 mm) long sample representing manufacturer's full range of available color, finish, sheen, and concealed connection detail.
		E.	Railing Verification Sample: 12 inches (254 mm) long sample illustrating color, finish, sheen, and concealed connection detail.
		F.	Supply installation templates, required reinforcing, and recessed anchorage devices in timely fashion to installers of related work that will receive products of this section.
	1.6	QUALITY ASSURANCE
		A.	Manufacturer's Qualifications: Firm that has produced types of stair and railing systems required for not less then 10 years, with not less than 5 similar projects that have been successful use for not less than 5 years.
		B.	Installer Qualifications: Minimum 2 years experience in successful installation of stair and railing systems of type specified or trained by manufacturer.
	** NOTE TO SPECIFIER ** Include a mock-up if the project size and/or quality warrant taking such a precaution. The following is one example of how a mock-up on a large project might be specified. When deciding on the extent of the mock-up, consider all the major different types of work on the project.
		C.	Mock-Up: Provide a mock-up for evaluation of surface preparation techniques and application workmanship.
			1.	Install in areas designated by Architect.
			2.	Do not proceed with remaining work until workmanship, color, and sheen are approved by Architect.
			3.	Refinish mock-up area as required to produce acceptable work.
	1.7	PROJECT CONDITIONS
		A.	Maintain environmental conditions (temperature, humidity, and ventilation) within limits recommended by manufacturer for optimum results. Do not install products under environmental conditions outside manufacturer's absolute limits.
		B.	Field Measurements: Where handrails are indicated to fit other construction, check actual dimensions of other construction by actual field measurements before fabrication. Indicate recorded measurements on approved Shop Drawings. Coordinate fabrication schedule with construction progress to avoid delay of Work.
	1.8	WARRANTY
		A.	Manufacturer warrants to the original owner for the period of ten years, prorated, from the date of shipment the railings, subject to the limitations and conditions listed below, to be free of defects in workmanship that, in the course of normal and proper use, result in warping and splitting.
			1.	Materials Warranty: Manufacturer shall, at its option, repair, replace (excluding the cost of shipping or labor charges or other expenses of any kind associated with the installation or removal of the original or replacement product) or refund the original purchase price of the railing component(s) found defective by manufacturer.
			2.	Finish Warranties: Manufacturer shall provide warranty documentation for Owner to assert claim under the terms of warranty provided by the powder coat manufacturer for finish defects.
	** NOTE TO SPECIFIER ** Length of warranty depends upon system. Refer to manufacturer's literature. Delete warranty periods not required.
				a.	Length of Warranty, Powder Coating: 3 years.
				b.	Length of Warranty, Powder Coating: 5 years.
				c.	Length of Warranty, Kynar Coating: 5 years.
				d.	Length of Warranty, Kynar Coating: 10 years.
	PART 2	PRODUCTS
	2.1	MANUFACTURERS
		A.	Acceptable Manufacturer: SMI Systems, which is located at: 11305 N. W. 128th St. ; Medley, FL 33178 ; Tel: 305-888-6288 ; Email: request info; Web: www.impactglass.com
	** NOTE TO SPECIFIER ** Delete one of the following two paragraphs; coordinate with requirements of Division 1 section on product options and substitutions.
		B.	Substitutions: Not permitted.
		C.	Requests for substitutions will be considered in accordance with provisions of Section 01600.
	2.2	MATERIALS
		A.	Railing Members: Extrusions fabricated from 6063- T6 aluminum.
	2.3	MANUFACTURED UNITS
	** NOTE TO SPECIFIER ** SMI Systems has the developed glass railing systems with flexibility in mind. The system can be used for both indoor and outdoor conditions while the design itself allows for segmented panels, multiple glass types, alternate glass positioning and cap rail modifications. From an aesthetic standpoint, the design is contemporary with no exposed fasteners. ** NOTE TO SPECIFIER ** Delete manufactured units not required for project.
		A.	Product: SM-RS. glass railing system as manufactured by SMI.
		B.	Sizes: Panels shall be maximum 48 inches (1219 mm) center to center on posts.
		C.	Framing:
			1.	Vertical posts 2-3/4 inches by 3 inches (70 mm by 76 mm) adjustable, interlocking male and female jointing.
			2.	Horizontal members 1-3/4 inches by 3 inches (44 mm by 76 mm) two part assembly.
			3.	Corner post 3-5/8 inches by 3-5/8 inches (92 mm by 92 mm) (90 degree angle and adjustable).
			4.	Dry glazed using EPDM gaskets.
		D.	Infill Panel :
			1.	Surpasses ANSI Z97.1 Glass impact.
	** NOTE TO SPECIFIER ** Delete infill panel not required for project.
			2.	Panel: 3/8 inch (9.5 mm) tempered glass.
			3.	Panel: 9/16 inch (14 mm) laminated glass.
			4.	Panel: 1/4 inch (6 mm) aluminum panel.
	** NOTE TO SPECIFIER ** Delete panel position not required for project.
			5.	Infill panel positioning in front of posts.
			6.	Infill panel positioning between posts.
		E.	Cap Rail:
	** NOTE TO SPECIFIER ** Delete cap rail not required for project.
			1.	Cap Rail: 4-11/16 inches by 3 inches (119 mm by 76 mm).
			2.	Alternate Cap Rail (limited to structural design requirements): Refer to drawings.
	2.4	FINISHES
		A.	Finish: Electrostatically applied polyester powder coating fused to aluminum applied in accordance with AAMA 603.8 or AAMA 2605
	** NOTE TO SPECIFIER ** Choose from available colors. Delete color option not required.
			1.	Color: Selected by Architect from manufacturer's full color range.
			2.	Color: Refer to Exterior Finish Schedule.
			3.	Color:
	** NOTE TO SPECIFIER ** Clear Top Coat for Additional Weathering. Can be applied over standard or high performance coatings. Delete if not required.
			4.	Clear Top Coat:
	2.5	ACCESSORIES
		A.	Brackets, Flanges, and Fittings: Same material as primary railing components.
		B.	Anchors and Inserts: Stainless steel, expansion type; capable of withstanding structural design loads specified.
		C.	Screws: Stainless steel, 18-8 alloy, non-magnetic.
		D.	Balcony Separators: Manufacturer's aluminum fasteners designed to hold separation panels between 1/4 inch (6 mm) and 5/16 inch (8 mm) thick.
		E.	Grout: Non-shrink Portland cement-based hydraulic grout, 11,510 psi anchoring grout, mixed and applied per manufacturer's instructions; no gypsum grout allowed.
	2.6	FABRICATION:
		A.	General: Fabricate handrails and railing systems to comply with requirements indicated for design, dimensions, details, finish, and member sizes, post spacing, and anchorage, but not less than those required to support structural loads.
		B.	Connections: Railing manufacturer's standard concealed mechanical fasteners and fittings, providing flush, smooth, rigid, hairline joints and that can be removed and reconnected after original installation.
		C.	Exposed Ends of Hollow Members: Closed with prefabricated end fittings.
		D.	Posts: Solid extruded aluminum units; male and female slip together with adjustable edge.
		E.	Brackets, Flanges, and Anchors: Provide manufacturer's standard brackets, flanges, and anchors for interconnection of handrail and railing members to other construction.
		F.	Inserts: Provide inserts and other anchorage devices during installation for connecting handrails and railing systems to concrete or masonry Work. Fabricate anchorage devices capable of withstanding loading imposed by handrail and railing systems. Coordinate anchorage devices with supporting structure.
	PART 3	EXECUTION
	3.1	EXAMINATION
		A.	Do not begin installation until substrates have been properly prepared.
		B.	Verify that reinforcement and anchoring devices are the correct type, have been located correctly, and have been installed properly.
		C.	If substrate preparation is the responsibility of another installer, notify Architect of unsatisfactory preparation before proceeding.
	3.2	PREPARATION
		A.	Coordinate drawings, diagrams, templates, instruction, and directions for installation of anchors, such as sleeves, concrete inserts (post hole block outs), anchor bolts, and miscellaneous items having integral anchors that are to be embedded in concrete as masonry construction.
			1.	Manufacturer shall supply all integral hardware for connection of handrail and railing to each other.
			2.	Provide hardware needed to connect handrail or railing to adjoining structures. Coordinate delivery of such items to Project site.
	3.3	INSTALLATION GENERAL
		A.	Fit sections accurately together.
		B.	Set handrails and railings accurately in location, alignment, and elevation, measured from established lines and levels and free from rack. Do not cut or abrade surfaces of handrails and railing components.
		C.	Install handrails and railings systems to comply with railing manufacturer's instructions.
		D.	Fastening to In-Place Construction: Provide anchorage devices and fasteners where necessary for securing handrails and railings to existing construction.
	3.4	INSTALLATION - POSTS
		A.	Adjust handrails and railing systems prior to anchoring to ensure matching alignment. Space posts at intervals indicated but not greater than that required by design loading.
		B.	Anchor posts onto mounting surface by means of railing manufacturer's recommended method, typically core drill minimum 6 inches (152 mm) diameter by 4-1/2 inches (114 mm) deep or supply post hole block outs, including surface mount flange mount, fascia mount by means of clamp, fascia mount by means of a side mount bracket, or other means of anchorage as determined by railing manufacturer.
	3.5	CLEANING
		A.	Remove manufacturer's protective covering from exposed surfaces not more than 24 hours before final inspection.
		B.	Clean surfaces as required, following procedures and employing cleaning materials as recommended by accessories manufacturer.
	3.6	PROTECTION
		A.	Protect installed products from damage by subsequent construction activities, until completion of Project.
		B.	Field repair of damaged product finishes is limited to painted color touch up only. If structural damage to railing member has occurred replace products that have been damaged by subsequent construction activities.
	END OF SECTION