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CSI Format Specification for Circum railings
General  l  Product  l  Execution

Part 1 - General
1.1 Related Documents
All drawings, general and supplementary conditions including division one specifications apply to this section.
1.2.0 Summary
1.2.1 Product
Principle items specified is this section are:
1. Stainless steel and stainless/wood combination handrails
2. Stainless steel guardrails or other ornamental barrier railings.
1.2.2 Work Included
Provide all materials, labor and equipment necessary to fabricate and completely install handrails, guardrails, and infill panels as shown on drawings or specified herein.
1.3 Definitions
Terms and definitions from ASTM E985 and ISO/TC 59 for railing related items apply to this section.
1.4 System Performance Requirements
1.4.1 Railings shall meet or exceed the requirements of all applicable building codes.
1.4.2 Railings shall have high strength stainless steel in order to comply with 1.4.1 with adequate safety margin.
1.4.3 All internal members shall be stainless steel, nylon or wood to eliminate the possibility of rust.
1.4.4 Prevent galvanic action and other forms of corrosion by insulating metals and other materials from direct contact with incompatible materials.
1.5 Submittals
1.5.1 Shop drawings, showing fabrication and installation of handrails and railings including plans, elevations, sections, details of components and attachments to other units of work.
1.5.2 Product data for stainless steel / wood products to be supplied.
1.5.3 Structural computations or test data / evaluations, material properties and other information needed to ensure satisfactory structural compliance to applicable building codes to be supplied by the manufacturer – based on final fabrication drawings.
Initial Selection:
1.5.4 6" long handrail samples complete with supports and nylon rosette covers to display stainless steel grade and finish, and nylon hardware color.
Final Verification:
1.5.5 Qualification data for authorized installers specified in "Quality Assurance" is to demonstrate their capabilities and experience. Include list of completed projects with project names and architect names.
1.6 Quality Assurance
1.6.1 Single Source Responsibility: Materials shall be supplied and installed by Handrail Design Inc. (HDI) 1200 Corporate Blvd., Lanacster, PA 17601 (Tel: 717-285-4088; Fax: 717-285-5083).
1.6.2 The architect shall approve other qualified manufacturers no less than ten (10) days prior to close of bid.
1.6.3 Execution tolerance plus/minus 5/64" (2 mm).
1.7 Storage
1.7.1 Store handrails and railing systems in clean, dry location, away from uncured concrete and masonry, protected against damage of any kind.
1.7.2 Materials must be kept in original packing until installation.
1.7.3 Materials to be stored at not lower than -50°C (-58°F) or higher than 100°C (212°F).
1.8 Project Conditions
1.8.1 All measurements for handrails and railings should be taken from construction site elements to which railings are to fasten. This information to be recorded on final shop drawings.
1.8.2 Coordinate fabrication schedule with construction progress to avoid delay of work.

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Part 2 - Product:
2.1 Mechanically fastened Stainless steel railing system.
2.1.1 Manufacturer shall be Handrail Design Inc. (HDI), an established U.S. manufacturer of a custom pre-engineered, mechanically fastened guardrail and handrail system, which complies with the requirements of the drawings and specifications. Miscellaneous metal fabricators/suppliers will not be acceptable. This standard is based on Handrail Design Inc. Railing Systems, 1200 Corporate Blvd., Lancaster, PA  17601 (Tel: 717-285-4088; Fax: 717-285-5083).
2.2 Materials: Guardrails and Handrail System
  1. All rails and other tubular components shall be constructed using the following:
a. Stainless steel grade UNS 1.4301 & 1.4305, type 303 & 304 respectively; surface to be #6 finish (240 grain/grit); tubes 1-1/2" diameter by 5/64" wall thickness.
  2. All posts and other components shall be constructed using the following:
a. Stainless steel grade UNS 1.4301 & 1.4305, type 303 & 304 respectively, surface to be #6 finish (240 grain/grit); tubes 1.9" diameter by 0.14" wall thickness.
b. Stainless steel grade UNS 1.4301 & 1.4305, type 303 & 304 respectively, surface to be #6 finish (240 grain/grit): for end caps at top of posts. Hardware for handrail attachment to match finish of post.
c. Stainless steel grade UNS 1.4301 & 1.4305, type 303 & 304 respectively, surface to be #6 finish (240 grain/grit) Stainless steel base for surface and side mounting to have glass bead blasted finish.
  3. Fastening bolts to be stainless steel to match base clamping plate.
2.3 Glass products, glazing and infill materials.
2.3.1 Tempered glass: Provide fully tempered safety glass with polished edges and dubbed (rounded) corners complying with ASTM C1048. Kind FT (fully tempered), condition A (un-coated). Types 1 (transparent glass, flat), quality Q3 (glazing select), class, thickness and manufacturing process as indicated below.
  Glass:
Clear glass: Class 1 clear

Tinted glass: Class 2 (tinted heat absorbing and light reducing), Manufacturers standard tint color indicated below.
a. Bronze
b. Gray

Allowable thickness 3/8" (8 mm) to 1/2" (13 mm) to be noted on final shop drawings.

Manufacturing process: Manufacture fully tempered glass by horizontal (roller hearth) process with roll wave distortion parallel with bottom edge of glass as installed.
  Stainless perforated metal panels
Stainless steel perforated metal infill panels with continuous frame by Handrail Design Inc. Installed post centers are required complete with sketch, to allow panel fabrication.
2.4 Fasteners
Anchors shall be fabricated from stainless steel materials with capability to sustain, without failure, load imposed within a safety factor of 4, as determined by testing per ASTM E488.
2.5 Fabrication
a. Fabricate railing system for compliance with structural requirements of applicable code.
b. Pre-assemble railings prior to shipping to greatest extent possible to minimize field splicing and assembly. Disassemble units only as necessary for shipping and handling limitations. Clearly mark units for re-assembly and for coordination with shop drawings.
c. Stainless steel tubing cuts shall be square, without burrs and where exposed, rounded to produce smooth rigid and hairline joints.


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Part 3 - Execution
  Preparation
Provide information on fastening point locations for posts where necessary to relevant parties.
3.1 Installation
3.1.1 Installation shall be by Handrail Design Inc or a qualified, authorized representative of the manufacturer.
3.1.2 Installation must be in accordance with standard or non-standard, yet applicable details (instructions) included on installation/shop drawings provided by Handrail Design Inc.
3.1.3 Install components plumb and in-line, accurately fitted, free from distortion or defects and securely anchored to structure.
3.1.4 Provide anchors, plates, angles, etc., necessary for connecting railings to structure.
3.1.5 Any and all field welding shall be by a certified welder.
  Access must be made available for anchors that require through bolting either vertically or horizontally.
3.2 Erection tolerances
3.2.1 Maximum variation from plumb shall be 1/4".
3.2.2 Maximum offset from true alignment for every 50-foot of railing shall be 1/4", non-accumulative.
3.3 Protection after installation
Provide protective covering on all hand and guardrails if construction is not yet finished in the area.
3.4 Maintenance and cleaning.
3.4.1 Railings shall be cleaned, including infill panels, by contractor to the satisfaction of the owner.
3.4.2 Wipe with moistened cloth only. Do not use cleaning agents with abrasive or acid/alkaline content.
3.5 Correction of deficiencies
All deficiencies in work and/or items not meeting specified requirements shall be corrected in order to meet specification requirements at no additional cost to owner.

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HDI Railing Systems 3905 Continental Drive Columbia, PA 17512 USA 717.285.4088 Fax 717.285.5083