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Evaluation Report from a Product Evaluation Entity
Approval Method:
Method 1 Option C
Entity:
ICC Evaluation Service, LLC
Specifications
Submission Date:
December 8, 2017
Validation Date:
December 13, 2017
Expiration Date:
12/31/2021
HVHZ Approved:
Yes
Impact Resistant:
[ None ]
Possible CSI Codes:
CSI Code: 31 68 00 - Foundation Anchors
CSI Code: 31 66 16.13 - Anchored Foundation Walls
CSI Code: 31 68 13 - Rock Foundation Anchors
CSI Code: 31 51 00 - Anchor Tiebacks
CSI Code: 06 11 00 - Wood Framing
Other:
The "Wind" column should be used unless the load is goverened by the wood strength. When resisting wind uplift, supplemental connectors may be required to achieve 700# uplift for HVHZ when using a 3x4 or 3x6 plate.
Notes:
Date Submitted: December 8, 2017
Date Validated: December 13, 2017
Entity: ICC Evaluation Service, LLC
Compliance Method: Evaluation Report from a Product Evaluation Entity
Other: The "Wind" column should be used unless the load is goverened by the wood strength. When resisting wind uplift, supplemental connectors may be required to achieve 700# uplift for HVHZ when using a 3x4 or 3x6 plate.