ANCHOR DESIGN
Reference the design of the anchors. Please clarify why the anchors are not designed to the expected capacity of the braces as required by AISC 341-05 section 8.5a. Please design anchors to strength level forces as required by IBC section 1912.
END PLATE DESIGN
Please provide design of the plates at the end of the anchor bolt groups for the new loads. Since the bearing stress have been changed on the plate both bearing on the concrete and the plate size must be verified. Reference AISC 360-05 sections J8 and F11, and ACI 318-08 section 10.14.
Reviewed by: Bolen, Wayne A. Permit #: C14-1704
Phone: 343-8072 Date: 12/16/2014
Fax: 249-7393
Email: BolenWA@muni.org
Permit Manager: Tony Barganier
Phone: 343-8339
Email: BarganierTA@muni.org
Project: West Romig Braced Frame Anchor Misplacement Fix
Review Number: 344681
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PERMIT STATUS
12/16/2014 – Review complete. Comments issued.
Advisory Comment (no response required): This review is based on the requirements of the Anchorage Administrative Code (AAC), 2009 International Building Code (IBC), 2009 International Residential Code (IRC) and all adopted references thereto as amended by MOA. The following comments must be addressed before a permit can be issued. The approval of plans and specifications does not permit the violation of the codes, or any federal, state or local regulations.
Please provide a written response to the comments and include one copy of additional or revise calculations, and two copies of additional or revise drawings.
All submittals should be sent to the permit manager.
