SECTION 02 87 10 – BICYCLE RACKS

PART 1 --	 GENERAL
Section 1.01	SCOPE OF WORK
A.	Fabricate and install metal bike racks in accordance with the requirements set forth in this section.

Section 1.02	ADDITIONAL WORK INCLUDED IN THIS SECTION
A.	Field measuring for weld plates, sleeves and insert locations.
B.	Field measuring. 
C.	Anchors or inserts for terrazzo or precast concrete. 
D.	Prime painting of galvanized materials

Section 1.03	RELATED WORK SPECIFIED IN OTHER SECTIONS
A.	Section 02 90 00: Landscaping: Installation Location and Coordination
B.	Section 03 30 00: Cast-in-Place Concrete
C.	Section 03 40 00: Precast Concrete
D.	Section 03 62 00: Non-Shrink Grouting
E.	Section 03 63 00: Epoxy Grouting
F.	Section 04 20 00: Unit Masonry
G.	Section 04 40 00: Stone Assemblies
H.	Section 09 90 00: Painting and Coating

Section 1.04	QUALITY ASSURANCE
A.	Fabricator Qualifications: Furnish references listing projects of similar size and scope
	If special or unusual capabilities are required they should be set forth here.
B.	Installer Qualifications
	State as required in 1.05.A or state specific qualifications required.
C.	Regulatory Requirements
1.	Components and installation are to be in accordance with state and local code authorities
Determine code regulations that govern this work. Specify requirements and drawings that are necessary to meet governing codes.
D.	Certifications
1.	Furnish certification that all components and fittings are furnished by the same manufacturer or approved by the primary component manufacturer.

Section 1.05	REFERENCES
Include only reference standards that are to be indicated within the text of this section. Edit the following, adding and deleting as required for project and product selection. 
A.	American Concrete Institute (ACI) 
1.	ACI 347 Recommended Practice for Concrete Formwork
B.	American Society for Testing and Materials (ASTM) 
1.	A 53 Pipe, Steel, Black and Hot Dipped, Zinc Coated Welded and Seamless.
2.	A 123 Specification for Zinc (Hot Dip Galvanized) Coatings on Iron and Steel Products.
3.	A 269 Specification for Seamless and Welded Austenitic Stainless Steel Tubing for General Service. 
4.	A 312 Specification for Seamless and Welded Austenitic Stainless Steel Pipe. 
C.	Americans With Disabilities Act Accessibility Guidelines (ADAAG)
D.	Green Globes System	
E.	International Code Council (ICC)
1.	International Building Code (IBC)
2.	International Residential Code (IRC).
F.	National Association of Architectural Metal Manufacturers (NAAMM) and National Ornamental and Miscellaneous Metals Association (NOMMA) 
1.	Metal Finishes Manual	
G.	National Association of Home Builders (NAHB)
1.	Model Green Home Building Guidelines.
H.	Institute of Building Sciences
1.	Metric Guide for Federal Construction
I.	U.S. Green Building Council
1.	The Leadership in Energy and Environmental Design (LEED) Green Building Rating System™

Section 1.07	SUBMITTALS 
A.	Submit shop drawings and product data under provisions of Section [01 30 00] [01 34 00].
1.	Show sections and plans of site, dimensions and assembly of components. 
2.	Show all field connections
3.	Provide setting diagrams for installation of anchors, location of pockets, and weld plates for attachment of rails to structure.
4.	Indicate all required field measurements.
5.	Submit [one] [____] set[s] of CAD files for approval.
B.	Indicate component details, materials, finishes, connection and joining methods, and the relationship to adjoining work.
C.	Submit manufacturer’s installation instructions under provisions of Section [01 30 00] [01 34 00].
D.	Substitutions:
1.	Any changes in specified material must meet requirements of the General Conditions "or equal" clause. (See #_____________)
Indicate Section and Paragraph of the General Conditions that sets out "or equal" requirements.
2.	Changes in architectural details to fabricator's standard procedures will be allowed when appearance and strength are not affected.
State any alternatives that affect the work and/or bid price of this section, such as a change in material or a change to contractor's standard details.

Section 1.08	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.

PART 2 --	 PRODUCTS
Section 2.01	ACCEPTABLE MANUFACTURER
A.	Bike Rack and components shall be as manufactured or supplied by The Wagner Companies; P.O. Box 423; Butler, WI 53007. Phone: 888-243-6914. Fax: 414-214-0550. Web site: www.wagnercompanies.com. E-mail: info@mailwagner.com.

Section 2.02	MATERIALS AND FINISHES 
A.	Steel:
1.	Pipe: ASTM A 53
B.	Stainless Steel: Type [304] [316] [316L]
1.	Pipe: ASTM [A 269] [A 312]

Section 2.02	BICYCLE RACK
A.	Material shall conform to 2.02. and be finished in accordance with 2.02. 
B.	[Bicycle Rack] [BikeRail™]
1.	Fabricate from [painted] [galvanized] [steel] [stainless steel] 2" (2.375" OD) [Wagner No. _______]
2.	Capacity: [2] [5] [7] [9] [11] [__] bicycles.
3.	Mount: [Surface] [Below grade].
4.	Color: [Black] [_____]

Section 2.04	FASTENERS
A.	All mechanical fasteners used in the assembly of stainless steel bike racks shall be manufactured from stainless steel.
B.	Cement: Hydraulic, ASTM C 595, factory prepared with accelerator.

Section 2.05	FABRICATION 
A.	Cut material square and remove burrs from all exposed edges, with no chamfer.
B.	Make exposed joints butt tight and flush.
C.	For posts set in concrete, furnish matching sleeves or inserts not less than 5 inches long.
D.	Verify dimensions on site prior to shop fabrication.

PART 3 --	EXECUTION 
Section 3.01	PREPARATION
A.	Supply items to be [cast in concrete] [embedded in masonry] [placed in partitions].

Section 3.02	INSTALLATION 
A.	Install in accordance with shop drawings [and manufacturer’s instructions] at locations indicated on the drawings.
B.	Erect work [square and level,] [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.

Section 3.03	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.
C.	If stain remains after washing, remove finish and restore in accordance with NAAMM/NOMMA Metal Finishes Manual. 

Section 3.04	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.