SECTION 05720HANDRAILS AND RAILINGS

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Copyright 2016 - 2017 ARCAT, Inc. - All rights reserved

PART 1 GENERAL

1.1 SECTION INCLUDES

A. Aluminum pipe railings.

B. Cable railings.

C. Architectural glass railings.

D. LED lighted railings.

1.2 RELATED SECTIONS

A. Section 02900 - Landscaping.

B. Section 03300 - Cast-in-Place Concrete.

C. Section 03400 - Precast Concrete.

D. Section 03620 - Non-Shrink Grouting.

E. Section 03630 - Epoxy Grouting.

F. Section 04200 - Unit Masonry.

G. Section 04400 - Stone Assemblies.

H. Section 05120 - Structural Steel Framing.

I. Section 05150 - Wire Rope Assemblies.

J. Section 08800 - Glazing.

K. Section 09200 - Plaster and Gypsum Board Assemblies.

L. Section 09300 - Tiling.

M. Section 09650 - Resilient Flooring.

N. Section 09680 - Carpeting.

O. Section 09900 - Painting and Coating.

P. Section 16500 - Lighting.

1.3 REFERENCES

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A. Aluminum Association (AA):1. AA ABH-21 Aluminum Brazing Handbook.2. AA ASD-1 Aluminum Standards and Data.3. AA DAF-45 Designation System for Aluminum Finishes.4. AA SAA-46 Standards for Anodized Architectural Aluminum.

B. American Architectural Manufacturers Association (AAMA):1. AAMA 605.1 Specification for High Performance Organic Coatings on Architectural

Extrusions and Panels.2. AAMA 606.1 Voluntary Guide Specifications and Inspection Methods of Integral Color

Anodic Finishes for Architectural Aluminum.3. AAMA 607.1 Voluntary Guide Specifications and Inspection Methods for Clear Anodic

Finishes for Architectural Aluminum.4. AAMA 608.1 Voluntary Guide Specifications and Inspection Methods for

Electrolytically Deposited Color Anodic Finishes for Architectural Aluminum.

C. American Concrete Institute (ACI):1. ACI 347 Recommended Practice for Concrete Formwork.

D. American Institute of Steel Construction (AISC):1. Manual of Steel Construction.

E. American Iron and Steel Institute (AISI):1. Steel Products Manual; Stainless and Heat Resisting Steel.2. Code of Standard Practice.

F. American National Standards Institute (ANSI):1. ANSI A21.1 Safety Requirements for Floor and Wall Openings, Railings and Toe

Boards.2. ANSI A58.1 Minimum Design Loads in Buildings and Other Structures.3. ICC/ANSI A117.1 Accessible and Usable Buildings and Facilities.4. ANSI A97.1 Safety Performance Specifications and Methods of Test for Safety

Glazing Material used in Buildings.5. ANSI/NAAMM MBG 531 Metal Bar Grating Manual.

G. ASTM International (ASTM):1. ASTM A 29 Specification for Steel Bars, Carbon and Alloy, Hot-Wrought and Cold-

Finished, General Requirements for.2. ASTM A 36 Carbon Structural Steel.3. ASTM A 47 Specification for Ferritic Malleable Iron Castings.4. ASTM A 48 Specification for Gray Iron Castings.5. ASTM A 53 Pipe, Steel, Black and Hot Dipped, Zinc Coated Welded and Seamless.6. ASTM A 108 Steel Bars, Carbon, Cold Finished, Standard Quality.7. ASTM A 123 Specification for Zinc (Hot Dip Galvanized) Coatings on Iron and Steel

Products.8. ASTM A 167 Specification for Stainless and Heat Resisting Chromium-Nickel Steel

Plate, Sheet, and Strip.9. ASTM A 269 Specification for Seamless and Welded Austenitic Stainless Steel

Tubing for General Service.10. ASTM A 276 Specification for Stainless and Heat-Resisting Steel Bars and Shapes.11. ASTM A 312 Specification for Seamless and Welded Austenitic Stainless Steel Pipe.12. ASTM A 500 Specification for Cold-Formed Welded and Seamless Carbon Steel

Structural Tubing in Rounds and Shapes.13. ASTM A 512 Specification for Cold-Drawn Buttweld Carbon Steel Mechanical Tubing.14. ASTM A 513 Specification for Electric-Resistance-Welded Carbon and Alloy Steel

Tubing.15. ASTM A 554 Welded Stainless Steel Mechanical Tubing

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16. ASTM A 570 Specification for Steel, Sheet and Strip, Carbon, Hot Rolled, Structural Quality.

17. ASTM A 575 Specification for Steel Bars, Carbon, Merchant Quality, M Grades.18. ASTM A 582 Free Machining Stainless and Heat Resisting Steel Bars.19. ASTM A 743 Specification for Corrosion-Resistant Iron Chromium, Iron Chromium-

Nickel, and Nickel Base Alloy Castings for General Application.20. ASTM A1264-1 Safety Requirements for Workplace Floor and Wall Openings, Stairs

and Railing Systems21. ASTM B 43 Specification for Standard Sizes of Seamless Red Brass Pipe.22. ASTM B 62 Specification for Composition Bronze or Ounce Metal Castings.23. ASTM B 209 Specification for Aluminum and Aluminum Alloy Sheet and Plate.24. ASTM B 210 Specification for Aluminum and Aluminum Alloy Drawn Seamless Tubes.25. ASTM B 211 Aluminum and Aluminum Alloy Bar, Rod and Wire26. ASTM B 221 Specification for Aluminum-Alloy Bars, Rods, Wires, Shapes and Tubes27. ASTM B 241 Specification for Aluminum and Aluminum Alloy Seamless Pipe and

Seamless Extruded Tube.28. ASTM B 429 Specification for Aluminum-Alloy Extruded Structural Pipe and Tube.29. ASTM B 455 Specification for Copper-Zinc-Lead Alloy (Leaded Brass) Extruded

Shapes.30. ASTM B 483 Specification for Aluminum and Aluminum-Alloy Drawn Tubes for

General Purpose Applications.31. ASTM B 584 Specification for Copper Alloy Sand Castings for General Applications.32. ASTM C 595 Specification for Blended Hydraulic Cements.33. ASTM C 1036 Standard Specification for Flat Glass.34. ASTM C 1048 Standard Specification for Heat Treated Flat Glass - Kind HS, Kind FT

Coated and Uncoated Glass.35. ASTM C 1172 Standard Specification for Laminated Architectural Flat Glass.36. ASTM D 1730 Recommended Practices for Preparation of Aluminum and Aluminum

Alloy Surfaces for Painting.37. ASTM E 84 Test Method for Surface Burning Characteristics of Building Materials.38. ASTM E 894 Standard Test Methods for Anchorage of Permanent Metal Railing

Systems and Rails for Buildings.39. ASTM E 935 Standard Test Methods for Performance of Permanent Metal Railing

Systems and Rails for Buildings.40. ASTM E 985 Specification for Permanent Metal Railing Systems and Rails for

Buildings.41. ASTM E 1300 Standard Practice for Determining Load Resistance of Glass in

Buildings.42. ASTM E 1481 Terminology of Railing Systems in Rails for Buildings.43. ASTM E 2353 Standard Test Methods for Performance of Glass in Permanent Glass

Railing Systems, Guards & Balustrades.44. ASTM E 2358 Standard Specification for Performance of Glass in Permanent Glass

Railing Systems, Guards & Balustrades.

H. American Welding Society (AWS):1. AWS Specifications for Welding Rods and Bare Electrodes.

I. Americans With Disabilities Act Standards for Accessible Design (ADASAD).

J. Copper Development Association (CDA):1. Standards Handbook, Wrought Copper and Copper Alloy Mill Products, Part 2 - Alloy

Data.2. Standards Handbook, Cast Copper and Copper Alloy Products, Part 7 - Alloy Data.3. Copper, Brass and Bronze Design Handbook for Architectural Applications.

K. General Service Administration (GSA) Federal Specifications (FS):

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1. DD-G-1403 Glass, Plate (Float), Sheet, Figured, and Spandrel (Heat Strengthened and Fully Tempered).

2. QQ-C-390 Copper Alloy Castings.3. QQ-S-766 Stainless Steel, Class 302 or 304.4. FS-TT-P-641 Primer Coating, Zinc Dust/Zinc Oxide (for Galvanized Surfaces).5. FS-TT-P-645 Primer, Paint, Zinc Chromate, Alkyd Type.6. FS-TT-P-645A Primer, Paint, Zinc Chromate, Alkyd Type.

L. Green Globes: Green Globes Building Rating System.

M. International Code Council (ICC):1. International Building Code (IBC).2. International Residential Code (IRC).

N. Iron and Steel Society (ISS):1. Steel Products Manual

a. Sheet Steel.b. Stainless and Heat Resisting Steels.

O. Military Specifications (MIL):1. MIL-A-46104 Aluminum Alloy Extruded Rod, Bar, and Shapes, 7001.2. MIL-C-5688 Pre-Stretching and Proof-Testing of Wire Rope Assemblies.3. MIL-P-1144 Pipe, Corrosion Resistant, Stainless Steel, Seamless or Welded.4. MIL-P-25995 Pipe, Aluminum Alloy, Drawn or Extruded.5. MIL-R-36516 Rail, Restraint.6. MIL-W-87161 Wire Strand, Non-flexible, for Aircraft Control, Oil Free Condition.

P. National Association of Architectural Metal Manufacturers (NAAMM):1. NAAMM/NOMMA Metal Finishes Manual.2. Pipe Railing Manual.3. Metal Stair Manual.

Q. National Association of Home Builders (NAHB):1. NAHB Model Green Home Building Guidelines.

R. National Association of Home Builders' Research Center (NAHBRC):1. NAHBRC Review of Fall Safety of Children Between the Ages of 18 Months and 4

Years in Relations to Guards and Climbing in the Built Environment.

S. National Fire Protection Association (NFPA):1. NFPA 101 Life Safety Code.

T. National Institute of Building Sciences (NIBS):1. Metric Guide for Federal Construction.

U. U.S. Green Building Council:1. The Leadership in Energy and Environmental Design (LEED) Green Building Rating

System.

1.4 SUBMITTALS

A. Submit under provisions of Section 01300.

B. Submit shop drawings and product data.1. Show sections and plans of stairs, dimensions and assembly of components.

a. Railings.b. Handrail.c. Brackets.

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d. Reinforcements.e. Anchors.f. Welded and bolted connections.

2. Show field connections.3. Provide setting diagrams for installation of anchors, location of pockets, weld plates

for attachment of rails to structure, and blocking for attachment of wall rail.4. Indicate required field measurements.5. Indicate component details, materials, finishes, connection and joining methods, and

the relationship to adjoining work.

C. Submit manufacturer's installation instructions.

D. Samples:1. Submit duplicate samples of railing showing style and finish. One approved sample

will be returned to Contractor.2. Submit sample(s) of ____________________________________3. Certificates:

a. Furnish manufacturer's certification that materials meet specification requirements.

b. Furnish certification and calculations by an engineer registered in the state where the project is located showing that safety requirements are met.

1.5 QUALITY ASSURANCE

A. Manufacturer Qualifications: Minimum 5 year experience manufacturing similar products.

B. Installer Qualifications: Minimum 2 year experience installing similar products.

C. Regulatory Requirements:1. Components and installation shall be in accordance with state and local code

authorities.2. Components and installation shall comply with current ADASAD or ICC/ANSI A117.1

guidelines.

D. Certifications:1. Furnish certification that all components and fittings are furnished by the same

manufacturer or approved by the primary component manufacturer.2. Furnish certification that components were installed in accordance to the

manufacturer's engineering data to meet the specified design loads.

E. Mock-Up: Provide a mock-up for evaluation of surface preparation techniques and application workmanship.1. Finish areas designated by Architect.2. Do not proceed with remaining work until workmanship is approved by Architect.3. Refinish mock-up area as required to produce acceptable work.

1.6 PRE-INSTALLATION MEETINGS

A. Convene minimum two weeks prior to starting work of this section.

B. Pre-Installation Meeting:1. Prior to the beginning of work, conduct a pre-job conference at the job site.2. Provide seven calendar days advance written notice ensuring the attendance by

competent authorized representatives of the fabricator, building owner's representative, architect and subcontractors whose work interfaces with the Work of this section.

3. Review the specifications to determine any potential problems, changes, scheduling,

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unique job site conditions, installation requirements and procedures and any other information pertinent to the installation.

4. Record the results of the conference and furnish copies to all participants.

1.7 DELIVERY, STORAGE, AND HANDLING

A. Deliver materials to the job site in good condition and properly protected against damage to finished surfaces.

B. Storage On Site:1. Store material in a location and in a manner to avoid damage. Stacking shall be done

in a way, which will prevent bending.2. Store material in a clean, dry location away from uncured concrete and masonry.

Cover with waterproof paper, tarpaulin, or polyethylene sheeting in a manner that will permit circulation of air inside the covering.

3. Keep handling on site to a minimum. Exercise particular care to avoid damage to finishes of material.

1.8 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 recommended limits.

1.9 SEQUENCING

A. Ensure that products of this section are supplied to affected trades in time to prevent interruption of construction progress.

B. Ensure that field preparation of Work of this section is completed in time to prevent interruption of construction progress.1. Field measuring for weld plates, sleeves and insert locations.2. Field measuring.3. Anchors or inserts for terrazzo or precast concrete.

1.10 WARRANTY

A. Provide manufacturer's standard limited warranty against defects in manufacturing.1. Illuminated Railing: Manufacturer's 5-year warranty on both railing and light engines.

PART 2 PRODUCTS

2.1 MANUFACTURERS

A. Acceptable Manufacturer: Wagner Architectural Systems , which is located at: 10600 W. Brown Deer Rd.; Milwaukee, WI 53224; Toll Free Tel: 888-243-6914; Tel: 414-214-0444; Fax: 414-214-0450; Email:request info (info@mailwagner.com); Web:www.wagnerarchitectural.com/pages/wagnerarchitectural.htm

B. Substitutions: Not permitted.

C. Requests for substitutions will be considered in accordance with provisions of Section 01600.

2.2 STRUCTURAL REQUIREMENTS

A. Delete if not required. Railing assembly shall withstand a minimum concentrated load of 200 pounds (91 kg) applied vertically downward or horizontally in any direction, but not

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simultaneously, at any point at the top of the guard or handrail.

B. Railing assembly shall withstand a minimum uniform load of 50 pounds per foot (76 kg/meter) applied horizontally or vertically downward, but not simultaneously, on the guard or handrail.

C. Guard intermediate rails, balusters, panel fillers, cable infill, or posts shall be designed for a uniform load of not less than 50 pounds per square foot (248 kg/sq. meter) applied horizontally over the gross area of the guard of which they are part. Reactions due to this loading need not be added to the loading specified for the main supporting members of the guard.

2.3 MATERIALS AND FlNlSHES

A. Aluminum:1. Extruded Pipe: Alloy 6061-T6 meeting ASTM B 221.2. Extruded Pipe: Alloy 6063-T52 meeting ASTM B 221.3. Extruded Pipe: Alloy 6063-T6 meeting ASTM B 221.4. Extruded Bars, Shapes and Mouldings: Alloy 6063-T52 meeting ASTM B 221.5. Extruded Bars, Shapes and Mouldings: Alloy 6063-T6 meeting ASTM B 221.6. Castings: Almag 35 meeting ASTM B 26.7. Finish:

a. Anodized finish shall be [AA-M10-C22-A31 (204R1)] [provided in accordance with AA-M___ -C ___-A___] and shall meet requirements of AAMA (606.1) (607.1) (608.1).

b. Painted finish shall be _______________ type and __________ color and shall meet the requirements of AAMA 605.1 specification for high performance organic coatings.

B. Stainless Steel:1. Type 302.2. Type 304.3. Type 316.4. Type 316L.5. Type 304L.6. Bar: ASTM A 167.7. Pipe and Tubing: ASTM A 269.8. Pipe and Tubing: ASTM A 312.9. Cable: MIL-W-87161, Type II, Composition B.10. Cable Hardware: ASTM A 276 and A 479, SAE/AMS QQ-S-766, Type 316.11. Finish: Ornamental Grade, AISI No. 4.12. Finish: AISI No.___.

C. Copper Alloys:1. Drawn Pipe: C23000 (Red Brass), ASTM B 43.2. Drawn Tube: C27000.3. Sheet: C28000 (Muntz Metal).4. Castings: C83600 meeting ASTM B 584 for sand castings.5. Castings: C86500 meeting ASTM B 584 for sand castings.6. Extrusions: C38500 (Architectural Bronze) meeting ASTM B 455.7. Extrusions: C33000.8. Finish (refer to NAAMM/NOMMA Metal Finishes Manual):

a. Mechanical: M32-Medium Satin.b. Mechanical: M__- _______________.c. Chemical: C ______ - ____________d. Coating:

1) Clear Organic: O _______ - _______________

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2) Laminated: L _______ -____________ ]3) Wax: __________4) Oil: __________

D. Steel:1. Pipe: ASTM A 53.2. Tubing: meeting ASTM A 500.3. Tubing: meeting ASTM A 501.4. Tubing: meeting ASTM A 512.5. Bars and Shapes: meeting ASTM A 36.6. Castings:

a. Malleable Iron meeting ASTM A 47.b. Ductile Iron meeting ASTM A 47.c. Grey Iron meeting ASTM A 47.d. Malleable Iron meeting ASTM A 48.e. Ductile Iron meeting ASTM A 48.f. Grey Iron meeting ASTM A 48.

7. Finish (Refer to NAAMM/NOMMA Metal Finishes Manual):a. Surface Preparation: Remove loose scale, rust, grease, oil, moisture or other

foreign materials to properly prepare the surface for subsequent coating application.1) Remove mill scale, rust and dirt following SSPC SP2 for hand cleaning

and SSPC SP3 for power tool cleaning.b. Galvanizing:

1) Products fabricated from shapes, plates, bars and strips shall be galvanized in accordance with ASTM A 123.

2) Sheet products shall be galvanized in accordance with ASTM A 525 and ASTM A 526.

3) Minimum coating weight ___ oz/sq. ft.c. Paint:

1) Minimum one coat of rust-inhibitive primer _________, [FS-TT-P-641 Zinc Dust-Zinc Oxide Primer Coating (for Galvanized Surfaces)] [FS-TT-P-645 Alkyd Type, Zinc Chromate, Paint Primer]

2) Painted finish shall be _______________ type and __________ color.d. Touch up for Galvanized Surfaces: Use paint primer meeting FS-TT-P-645.

E. Glass:1. Fully tempered ASTM C 1048 Kind FT quality q3 conforming to the safety

requirements of ANSI Z97.12. Laminated, fully tempered, ASTM C 1172, with PVB interlayer.3. Laminated, heat strengthened, ASTM C 1172, with PVB interlayer.4. Laminated, fully tempered, ASTM C 1172, with rigid interlayer.5. Laminated, heat strengthened, ASTM C 1172, with rigid interlayer.6. Tint: None.7. Tint: Gray.8. Tint: _______.

2.4 ALUMINUM PIPE RAILING SYSTEM

A. Railing system shall be permanently anchored.

B. Rails and Posts: Fabricate rails and posts from aluminum pipe with nominal size of 1-1/2 inches [(1.900 inches outside diameter)(48 mm outside diameter)], Schedule 40 [(.140 inch) (3.6 mm) wall thickness].

C. Pickets: 0.750 inch (19 mm) diameter, 0.050 inch (1.27 mm) wall aluminum tubing.

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D. Fittings:1. Fittings shall be of wrought material of aluminum.

E. Connector Sleeves:1. Internal connector sleeves shall be of extruded aluminum.2. Set with 3M Scotchweld Epoxy.

F. Mounting Flanges: Floor and cover flanges shall be of cast aluminum.

G. Embedded Post:1. Use 30 inches (762 mm) solid aluminum reinforcing insert.2. 1/4 inch (6 mm) weep hole at 1/2 inch (13 mm) above flange.3. 3-1/2 inches (89 mm) from center of post to edge of slab.4. 1-1/2 inches (38 mm) minimum from edge of hold to edge of slab.5. 1 inch (25 mm) minimum grout pad.

H. Toe Board: Toe Board shall be of extruded aluminum.

2.5 CABLE RAILING SYSTEM

A. Framing:1. Cable Orientation: Horizontal.2. Cable Orientation: Vertical.3. Style: Round pipe.4. Style: Rectangular.5. Style: Square.6. Style: Structural tubing.7. Material: Carbon steel, ASTM A 53.8. Material: Stainless steel, ASTM A 312.9. Material: Carbon steel, ASTM A 500.10. Material: Stainless steel, ASTM A 554.11. Wood Railing Frame Components: As specified in Section 06430.

B. Post Mounting: Floor plate.

C. Post Mounting: Fascia plate.

D. Post Mounting: 6 inches (152 mm) extension into concrete.

E. Post Mounting: As indicated on drawings.

F. Intermediate Rail Braces:1. Material: 0.625 inch (16 mm) diameter x 0.120 inch (3 mm) thickness Type 4130

chrome/moly tubing.2. Material: 0.625 inch (16 mm) diameter x 0.120 inch (3 mm) wall thickness seamless

stainless steel tubing.3. Spacing: Maximum 26 inches (661 mm) on center between end and intermediate

posts.4. Spacing: As indicated on Drawings.

G. Intermediate Cable Braces:1. Type: Single piece.2. Size: 1/4 inch by 1 inch (6 mm by 25 mm).3. Material: Cold formed steel.4. Material: Stainless steel.5. Material: Aluminum6. Spacing: Maximum 42 inches (1067 mm) on center.

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7. Spacing: As indicated on Drawings.

H. Cable Grommets:1. Material: Ultraviolet-resistant Delrin or equivalent.2. Prevent abrasion of intermediate posts, end posts, and cable braces bored for cables.3. Color: Black.

I. Cables:1. Material: 1 x 19, Type 316 stainless steel strand, left-hand lay, per dimensional

properties contained in MIL-DTL-87161.2. Finish: Mill.3. Finish: PVC coated, color to be selected from manufacturer's standards.4. Diameter: 1/8 inch (3 mm), minimum breaking strength of 1,780 pounds (8,074

hectogram).5. Diameter: 3/16 inch (4.8 mm), minimum breaking strength of 4,000 pounds (18,143

hectogram).6. Diameter: 1/4 inch (6 mm), minimum breaking strength of 6,900 pounds (31,297

hectogram).7. Diameter: 5/16 inch (8 mm), minimum breaking strength of 10,600 pounds (48,080

hectogram).8. Diameter: 3/8 inch (9.5 mm), minimum breaking strength of 14,800 pounds (67,131

hectogram).9. Orientation: Horizontal.10. Orientation: Slope parallel to stair pitch.11. Orientation: Vertical.12. Orientation: As indicated on Drawings.13. Spacing: Maximum ___ inches on center.14. Spacing: As indicated on Drawings.

J. Cable Hardware Components:1. Material: Stainless steel, ASTM A276 and A479, SAE/AMS QQ-S-763, Type 316.2. Type: Use swageless hardware wherever practical.3. Type: Use hardware substantially concealed inside end posts wherever practical.4. Type: Use most economical combinations of fittings practical.5. Type: Use fittings as indicated on Drawings.6. Type: Tensioned fittings: Invisiware Receiver.7. Type: Tensioned fittings: Adjust-A-Jaw Tensioner.8. Type: Tensioned fittings: Adjust-A-Body with Threaded Eye Tensioner.9. Type: Tensioned fittings: Adjust-A-Body with Threaded Bolt Tensioner.10. Type: Tensioned fittings: Adjust-A-Body with Hanger Bolt Tensioner.11. Type: Tensioned fittings: Adjust-A-Body with Concrete Bolt Tensioner.12. Type: Tensioned fittings: Receiver with Push-Lock Stud Swageless Tensioner.13. Type: Non-tensioned fittings: Invisiware Radius Ferrule.14. Type: Non-tensioned fittings: Ultra-Tec Clip-on-Stop.15. Type: Non-tensioned fittings: Ultra-Tec Fixed Jaw.16. Type: Non-tensioned fittings: Push-Lock Swageless Fitting.17. Type: Non-tensioned fittings: Push-Lock with Threaded Eye Swageless Fitting.18. Type: Non-tensioned fittings: Pull-Lock Swageless Fitting.

2.6 ARCHITECTURAL GLASS RAILING SYSTEM

A. Mounting: Railing system shall be surface mounted.

B. Mounting: Railing system shall be flush mounted.

C. Mounting: Railing system shall be fascia mounted.

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D. Rails: Fabricate rails from aluminum Wagner No. ________

E. Rails: Fabricate rails from stainless steel Wagner No. ________

F. Posts: Fabricate posts from _____ inch outside diameter by _____ inch wall aluminum tubing.

G. Posts: Fabricate posts from _____ inch outside diameter by _____ inch wall stainless steel tubing.

H. Glass Structural Balustrade shall be 1/2 inch (13 mm) tempered glass and conform to the safety requirements of ANSI Z97.1.

I. Glass Structural Balustrade shall be 3/4 inch (19 mm) tempered glass and conform to the safety requirements of ANSI Z97.1.

J. Glass Structural Balustrade shall be _______ laminated, tempered glass and conform to the safety requirements of ANSI Z97.1.

K. Shoe Moulding: Extruded aluminum alloy Wagner No. __________

L. Cladding Satin Anodized aluminum, Wagner No __________

M. Cladding Satin stainless steel, Wagner No. __________

N. Fittings: Shall be of wrought material of aluminum.

O. Fittings: Shall be of wrought material of stainless steel.

P. Glazing Accessories:1. Protective insert shall be Wagner No. __________2. Dry Glaze:

a. Wagner PanelGrip No.__________.b. Shoe Moulding insert Wagner No. __________

3. Wet Glaze:a. Setting block shall be Wagner No. __________b. Filler: Rockite.c. Filler: Type __________ ; Color: __________.d. Shoe Moulding insert Wagner No. __________

2.7 LED LIGHTED RAILING SYSTEM

A. Basis-of-Design: Lumenrail LED Lighted Railing with the following characteristics:1. Complete handrail system (handrail + light engine/fixtures) shall be supplied by a

single manufacturer.2. Handrail system manufacturer to have been in the LED illuminated handrail business

for a minimum of 10 years.3. Light engine, independent from the railing, to be fully sealed and gasketed with

ingress protection to IP67.4. Light engine to be available with either symmetric or asymmetric distribution.5. Asymmetric distribution to have a main beam of a nominal 45 degrees above nadir

when using a transparent lens.6. Symmetric distribution to be available in either a nominal 60 or 120 degree spread.7. Light engines to be available with either a transparent or matte lens.8. Light output from the railing to meet IES full cutoff classification.9. Cast stainless steel expansion mounting clips shall be used to secure light engine to

railing10. Manufacturer's 5-year warranty on both railing and light engines.

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11. Light engines to be available in Low-Medium-High output levels to meet site specific requirements.

12. Light engines to be available with Correlated Color Temperatures (CCT) of 2700K, 3000K, 4000K, and 5000K.

13. Light engines to have an L70 life rating of at least 50,000 hours.14. Light engines to be manufactured in the USA.15. Handrail to be fabricated in the USA.16. Handrail to be custom manufactured as a continuous railing (seams as required to

accommodate shipping only).17. Handrail to be designed to meet all IBC guidelines

B. Rails:1. Fabricate rails from aluminum.2. Fabricate rails from bronze.3. Fabricate rails from brass.4. Fabricate rails from stainless steel.5. Fabricate rails from Wagner No. ____.

C. Posts:1. Fabricate posts from aluminum.2. Fabricate posts from bronze.3. Fabricate posts from brass.4. Fabricate posts from stainless steel.5. Fabricate posts from pipe.6. Fabricate posts from tube.7. Fabricate posts from square tube.8. Fabricate posts from Wagner No. _____9. Mounting: Floor plate.10. Mounting: Fascia plate.11. Mounting: Over stubs preset into concrete.12. Mounting: 6 inches (152 mm) extension into concrete.13. Mounting: _____ extension into concrete.14. Mounting: As indicated on drawings.15. Attachment: Attach post to underside of railing by welding.16. Attachment: Attach post to underside of railing by use of top post bracket, Wagner No.

_____.

D. Lumenrail LED Lighted Railing:1. LED light stick inserted into Wagner No. _____ slotted tube.

a. Source: Selected high brightness LED.b. Life (L70/ 70% brightness): 50,000 hours.c. Light Output: Lumenrail Standard Output, 3000K Beam Angle: 60 degree.d. Light Output: Lumenrail Standard Output, 3500K Beam Angle: 60 degree.e. Light Output: Lumenrail Standard Output, 4000K Beam Angle: 60 degree.f. Light Output: Lumenrail Standard Output, 5000K Beam Angle: 60 degree.g. Light Output: Lumenrail High Output, 3000K Beam Angle: 60 degree.h. Light Output: Lumenrail High Output, 3500K Beam Angle: 60 degree.i. Light Output: Lumenrail High Output, 4000K Beam Angle: 60 degree.j. Light Output: Lumenrail High Output, 5000K Beam Angle: 60 degree.k. Light Output: Lumenrail SHO, 3000K Beam Angle: 60 degree.l. Light Output: Lumenrail SHO, 3500K Beam Angle: 60 degree.m. Light Output: Lumenrail SHO, 4000K Beam Angle: 60 degree.n. Light Output: Lumenrail SHO, 5000K Beam Angle: 60 degree.o. Housing: Extruded Aluminum.p. Mounting: Clip System.q. Listings: ETL Listed for wet or dry locations.

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r. Length: 6 inches (152 mm).s. Length: 12 inches (305 mm).t. Length: 18 inches (457 mm).u. Length: 24 inches (610 mm).v. Length: 30 inches (762 mm).w. Length: 36 inches (914 mm).x. Length: 42 inches (1067 mm).y. Length: 48 inches (1219 mm).z. Length: 54 inches (1372 mm).aa. Length: 60 inches (1524 mm).bb. Power Requirement: 24V.cc. Power Consumption: Lumenrail 2 W/ft LEDpod 1.5 W/fixture; 2 W / fixture.dd. Power Consumption: Lumenrail 4 W/ft LEDpod 1.5 W/fixture; 2 W / fixture.ee. Power Consumption: Lumenrail 6 W/ft LEDpod 1.5 W/fixture; 2 W / fixture.ff. Power Supply: 24V/100W.gg. Input Voltage to Power Supply: 120-277 V.hh. Input Voltage to Power Supply: 347 V.ii. Temperature Range: -40 degree C through +60 degree Cjj. Product Rating: Interior and Exterior Applications, ETL, Class 2 circuit.

E. Lumenrail LumenPod:1. LED pod LED Lighted Railing: Insert LED pod into Wagner-provided rails.

a. Source: Selected high brightness LED.b. Life (L70/ 70% brightness): 50,000 hours.c. Light Output: Standard Output, 3000K.d. Light Output: Standard Output, 4000K.e. Light Output: Standard Output, 5000K.f. Light Output: Low Output, 3000K.g. Light Output: Low Output, 4000K.h. Light Output: Low Output, 5000K.i. Beam Angle: Symmetric.j. Beam Angle: Asymmetric.k. Housing: Extruded Aluminum/Investment Cast Stainless Steel.l. Mounting: Clip System.m. Listings: ETL Listed for wet or dry locations to UL 1598, UL 8750, and

CSA22.2.n. Length: As required by handrail layout.o. Power Requirement: 24V.p. Power Consumption: 1.5 W/unit.q. Power Consumption: 2 W/unit.r. Power Supply: 24V/100W.s. Input Voltage to Power Supply: 120-277 V.t. Input Voltage to Power Supply: 347 V.u. Temperature Range: -40 degree C through +60 degree C.v. Product Rating: Interior and Exterior Applications, ETL Class 2 circuit.

F. Lumenrail Bantam:1. Post mounted LED pod Lighted Railing: LED pod mounted onto Wagner-provided

posts.a. Source: Selected high brightness LED.b. Life (L70/ 70% brightness): 50,000 hours.c. Light Output: Standard Output, 2700K.d. Light Output: Standard Output, 3000K.e. Light Output: Standard Output, 4000K.f. Light Output: Standard Output, 5000K.g. Beam Angle: Asymmetric, 10 degree bias above nadir.

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h. Housing: Machined stainless steel, post mounted.i. Housing: Machined stainless steel, flat surface mounted.j. Listings: ETL Listed for wet or dry locations to UL 1598, UL 8750, and

CSA22.2.k. Power Requirement: 24V.l. Dimming: 0-10V input.m. Temperature Range: -40 degree F through +120 degree F.n. Product Rating: Interior and Exterior Applications, ETL Class 2 circuit.

G. Lumenrail Lumenlinear Assymetric:1. Linear LED Lighted Railing: Linear LED mounted to Wagner-provided rails.

a. Source: Selected high brightness LED.b. Life (L70/ 70% brightness): 50,000 hours.c. Light Output: Standard Output, 2700K.d. Light Output: Standard Output, 3000K.e. Light Output: Standard Output, 3500K.f. Light Output: Standard Output, 4000K.g. Light Output: Standard Output, 5000K.h. Light Output: Mid Output, 2700K.i. Light Output: Mid Output, 3000K.j. Light Output: Mid Output, 3500K.k. Light Output: Mid Output, 4000K.l. Light Output: Mid Output, 5000K.m. Light Output: High Output, 2700K.n. Light Output: High Output, 3000K.o. Light Output: High Output, 3500K.p. Light Output: High Output, 4000K.q. Light Output: High Output, 5000K.r. Beam Angle: Asymmetric, 45 degree bias above nadir.s. Housing: Fully gasketed, extruded aluminum.t. Listings: ETL Listed for wet or dry locations to UL 1598, UL 8750, and

CSA22.2.u. Lens: Transparent asymmetric.v. Lens: Matte asymmetric.w. Length: 6 inches (152 mm).x. Length: 12 inches (305 mm).y. Length: 18 inches (457 mm).z. Length: 24 inches (610 mm).aa. Length: 30 inches (762 mm).bb. Length: 36 inches (914 mm).cc. Length: 42 inches (1067 mm).dd. Length: 48 inches (1219 mm).ee. Length: 54 inches (1372 mm).ff. Length: 60 inches (1524 mm).gg. Length: 66 inches (1677 mm).hh. Length: 72 inches (1829 mm).ii. Length: 78 inches (1981 mm).jj. Length: 84 inches (2134 mm).kk. Power Requirement: 24V.ll. Power Consumption: 20 W, 1.86 W/ft.mm. Power Consumption: 40 W, 3.57 W/ft.nn. Power Consumption: 60 W, 5.45 W/ft.oo. Dimming: 0-10V input.pp. Temperature Range: -40 degree F through +120 degree F.qq. Product Rating: Interior and Exterior Applications, ETL Class 2 circuit.

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H. Lumenrail LumenPost:1. LED Lighted Post: LED lighting integrated into rail post.

a. Source: Selected high brightness LED.b. Life (L70/ 70% brightness): 50,000 hours.c. Post: Solid cast and machined stainless steel.d. Post Diameter: 1.90 inches.e. Minimal cast door visibility and "no pry" door flange.f. Mounting: Embedded in concrete.g. Listings: ETL Listed for wet or dry locations to UL 1598, UL 8750, and

CSA22.2.h. Power Requirement: 24V.i. Input Voltage to Power Supply: 120-277 V.j. Dimming: 0-10V input.k. Temperature Range: -20 degree C through +90 degree C.l. Efficiency: 86.0 percent.m. Short Circuit Protection: Shutdown and auto recovery.n. Product Rating: Interior and Exterior Applications, ETL Class 2 circuit.

I. Infill:1. Woven Wire: Framed stainless steel Wagner No. ____ with weld tabs2. Woven Wire: Framed stainless steel Wagner No. ____ set between top and bottom

rail.3. Woven Wire: Framed aluminum Wagner No. ____ with weld tabs.4. Woven Wire: Framed aluminum Wagner No. ____ set between top and bottom rail.5. Glass: 1/4 inch (6 mm) tempered laminated glass mounted to posts with panel clips,

Wagner No. _____.6. Glass: 1/4 inch (6 mm) tempered glass mounted to posts with panel clips, Wagner No.

_____.7. Glass: 1/4 inch (6 mm) tempered laminated glass set between top and bottom rail.8. Glass: 1/4 inch (6 mm) tempered glass set between top and bottom rail.9. Glass: 3/8 inch (9.5 mm) tempered laminated glass mounted to posts with panel clips,

Wagner No. _____10. Glass: 3/8 inch (9.5 mm) tempered glass mounted to posts with panel clips, Wagner

No. _____11. Glass: 3/8 inch (9.5 mm) tempered laminated glass set between top and bottom rail12. Glass: 3/8 inch (9.5 mm) tempered glass set between top and bottom rail13. Glass: 1/2 inch (13 mm) tempered laminated glass mounted to posts with panel clips,

Wagner No. _____14. Glass: 1/2 inch (13 mm) tempered glass mounted to posts with panel clips, Wagner

No. _____15. Glass: 1/2 inch (13 mm) tempered laminated glass set between top and bottom rail16. Glass: 1/2 inch (13 mm) tempered glass set between top and bottom rail17. Pickets: .750 inch (19 mm) diameter, 0.050 inch (1.27 mm) wall stainless steel tubing.18. Cables:

a. Material: 1 x 19, Type 316 stainless steel strand, left-hand lay, per dimensional properties contained in MIL-DTL-87161.

b. Finish: Mill.c. Finish: PVC coated, color to be selected from manufacturer's standards.d. Diameter: 1/8 inch (3 mm), minimum breaking strength of 1,780 pounds (8.074

hectogram).e. Diameter: 3/16 inch (4.8 mm), minimum breaking strength of 4.000 pounds

(18.143 hectogram).f. Diameter: 1/4 inch (6 mm), minimum breaking strength of 6,900 pounds

(31.297 hectogram).g. Diameter: 5/16 inch (8 mm), minimum breaking strength of 10,600 pounds

(48.080 hectogram).

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h. Diameter: 3/8 inch (9.5 mm), minimum breaking strength of 14,800 pounds (67.131 hectogram).

i. Orientation: Horizontal.j. Orientation: Slope parallel to stair pitch.k. Orientation: Vertical.l. Orientation: As indicated on Drawings.m. Spacing: Maximum ___ inches on center.n. Spacing: As indicated on Drawings.

2.8 FASTENERS

A. Mechanical fasteners used in the assembly of stainless steel or aluminum railings shall be manufactured from stainless steel.

B. Exposed mechanical fasteners for use with bronze materials shall be manufactured from yellow brass.

C. Hydraulic cement, ASTM C 595, factory prepared with accelerator.

2.9 HANDRAIL BRACKETS

A. Material: Aluminum.

B. Material: Stainless steel.

C. Fabrication: Cast:

D. Fabrication: Extruded.

E. Fabrication: Stamped.

F. Fabrication: Machined.

2.10 FABRlCATlON

A. Form rail-to-end post connections and all changes in rail direction by miter elbows.

B. Form rail-to-end post connections and all changes in rail direction by radius elbows.

C. Cut material square and remove burrs from all exposed edges, with no chamfer.

D. Make exposed joints butt tight and flush.

E. Close exposed ends by use of appropriate end cap.

F. For posts set in concrete, furnish matching sleeves or inserts not less than 5 inches long.

G. Locate intermediate rails midway between top rail and finished floor or center line of tread.

H. Locate intermediate rails equally spaced between top rail and finished floor or center line of tread.

I. Verify dimensions on site prior to shop fabrication.

PART 3 EXECUTION

3.1 EXAMINATION

A. Do not begin installation until substrates have been properly prepared.

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B. If substrate preparation is the responsibility of another installer, notify Architect of unsatisfactory preparation before proceeding.

3.2 PREPARATION

A. Clean surfaces thoroughly prior to installation.

B. Prepare surfaces using the methods recommended by the manufacturer for achieving the best result for the substrate under the project conditions.

C. Supply items to be cast in concrete, embedded in masonry and placed in partitions.

3.3 METAL INTERACTION

A. When aluminum components come into contact with dissimilar metals, surfaces shall be kept from direct contact by painting the dissimilar metal with a heavy coat of a proper primer.

B. When aluminum components come into contact with dissimilar metals, surfaces shall be kept from direct contact by painting the dissimilar metal with asphalt paint.

C. When aluminum components come into contact with cement or lime mortar, exposed aluminum surfaces shall be painted with heavy bodied bituminous paint.

D. When aluminum components come into contact with cement or lime mortar, exposed aluminum surfaces shall be painted with water-white methacrylate lacquer.

E. When aluminum components come into contact with cement or lime mortar, exposed aluminum surfaces shall be painted with zinc chromate.

3.4 INSTALLATION

A. Install in accordance with shop drawings and manufacturer's instructions at locations indicated on the drawings.

B. Erect work square and level, horizontal or parallel to rake of steps or ramp, rigid, and free from distortion or defects detrimental to appearance or performance.

C. Expansion joints shall be provided as needed to allow for thermal expansion or contraction.

D. Anchor cable railing system to mounting surface as indicated on the drawings.

E. Use manufacturer's supplied cable hardware.

F. Terminate and tension cables in accordance with manufacturer's instructions.

G. Tension cables to a minimum of 200 pounds each in sequence in accordance with manufacturer's instructions.

H. Ensure cables are clean, parallel to each other and without kinks or sags.

I. Adjust cables and cable hardware as required to provide properly installed cable railing system as directed by Architect.

3.5 CLEANING

A. As installation is completed, wash thoroughly using clean water and soap; rinse with clean water.

B. Do not use acid solution, steel wool or other harsh abrasives.

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C. If stain remains after washing, remove finish and restore in accordance with NAAMM/NOMMA Metal Finishes Manual.

D. Finish shall not be removed from anodized aluminum.

3.6 REPAIR OF DEFECTIVE WORK

A. Remove stained or otherwise defective work and replace with material that meets specification requirements.

B. Repair damaged finish as directed by Architect.

C. Replace defective or damaged components as directed by Architect.

3.7 PROTECTION

A. Protect installed products until completion of project.

END OF SECTION

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