Drawn:Date:

01/14/08CBB

Cascade Guard Rail

Engineering

Condition Criteria Section

1607.7.1IBC-2006Welded ConstructionAllowable StressesLive LoadAluminum 5356Weld Materials
Aluminum Association- Specifications and Guidelines for Aluminum Structures - 1A 1-4
Aluminum Association- Specifications and Guidelines for Aluminum Structures - 1A 7

Materials

Structural MembersAll Other MembersAluminum 6061-T6Aluminum 6000 series

Fabrication

Welded Connections Code-Aluminum, and workmanship requirements for Class II structuresAll welding shall conform to Section 4 of the current AWS D1.2-Structural Welding

Geometry

Condition Criteria Section

Intended Use
2.7.2-2.7.3AASHTO-Standard Specifications for Highway Bridges - bicycle & pedestrian railing Opening Restrictions
Geometry shall be compliant with the IBC 2006 1013 54 inStandard Height

Standard Options Vertical Picket Rail Horizontal Rail

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Physical properties are defined by ASTM testing standards, The Aluminum Association Design Manual, and/or standard engineering practice. The values shown arenominal and may vary. The information found in this document is believed to be true and accurate. No warranties of any kind are made as to the suitability of anyCMI product for particular applications or the results obtained there from. ShoreGuard, C-Loc, TimberGuard, GeoGuard, Dura Dock, Shore-All, and Gator Gates areregistered trademarks of Crane Materials International. ArmorWare, Ultra Composite, GatorDocks, CMI Waterfront Solutions, and Gator Bridge are trademarks of Crane Materials International. United States and International Patent numbers 5,145,287; 5,881,508; 6,000,883; 6,033,155; 6,053,666; D420,154; 4,674,921; 4,690,588; 5,292,208; 6,575,667; 7,059,807; 7,056,066; 7,025,539; 1,245,061; Other patents pending. © 2008 Crane Materials International. All Rights Reserved. © 2008 Crane Materials International4501 Circle 75 Parkway, Suite E-5370 Atlanta, GA 30339 USA Phone 866-867-3762 INTL 00-1-770-933-8166 Fax 770-933-8363