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© 2014 Foundation Supportworks

®

,

Inc.

All Rights Reserved

p 172

APPENDIX 2F

MODEL SPECIFICATIONS

Chapter 2

Helical Foundation Systems

1.8 Unless specifically noted otherwise in the contract documents, the Owner will remove and

replace any structures, utilities, pavements, landscaping or other surficial improvements in the

work area as necessary to facilitate the work.

1.9 The Owner will be responsible for overall construction oversight to preclude the development of

unsafe conditions.

1.10 The Owner will be responsible for a horizontal field survey of the helical soil nail locations prior

to helical soil nail installation and an elevation survey to determine soil nail shaft cutoff height

subsequent to helical soil nail installation.

1.11 The work does not include any post-construction monitoring of soil nail performance unless

specifically noted otherwise in the contract documents.

2

REFERENCES

2.1 American Institute of Steel Construction (AISC)

2.1.1 AISC 360: Specification for Structural Steel Buildings

2.2 American Society for Testing and Materials (ASTM)

2.2.1 ASTM A29: Steel Bars, Carbon and Alloy, Hot-Wrought

2.2.2 ASTM A36: Carbon Structural Steel

2.2.3 ASTM A123: Zinc Coating (Hot-Dip) on Iron and Steel Products

2.2.4 ASTM A153: Zinc Coating (Hot-Dip) on Iron and Steel Hardware

2.2.5 ASTM A185: Standard Specification for Steel Welded Wire Reinforcement, Plain, for

Concrete

2.2.6 ASTM A572: High-Strength Low-Alloy Columbian-Vanadium Structural Steel

2.2.7 ASTM A615: Standard Specification for Deformed and Plain Carbon-Steel Bars for

Concrete Reinforcement

2.2.8 ASTM B633: Electrodeposited Coatings of Zinc on Iron and Steel

2.2.9 ASTM B695: Coatings of Zinc Mechanically Deposited on Iron and Steel

2.2.10 ASTM D1785: Poly (Vinyl Chloride) (PVC) Plastic Pipe, Schedules 40, 80, and 120

2.3 Federal Highway Administration (FHWA)

2.3.1 FHWA Geotechnical Engineering Circular No. 7, “Soil Nail Walls”

2.4 International Code Council Evaluation Services (ICC-ES)

2.4.1 Acceptance Criteria 358 (AC358): Acceptance Criteria for Helical Pile Systems and

Devices

2.5 Society of Automotive Engineers (SAE)

2.5.1 SAE J429: Mechanical and Material Requirements for Externally Threaded Fasteners

Rev. 10/14/16