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Permit Number: C14-1777
Permit Type: Commercial Building Permit - None BldgAlter
Address: E 800 DIMOND BLVD Anchorage
Location:
Work Description: Structural Brace Frame Upgade in old Forever 21 space for futue T/I - BWP
Status: Closed
Project Name:
Review Type: Structural
Result: Correction
Result Date: 11/6/2014 2:51:28 PM

Comments:
 Code SectionReview CommentStatus
1_

PERMIT INFORMATION

Permit Number: C14-1777

Project Name: Dimond Center Bracing – Phase II

Permit Manager: Bob Parker | ph: (907) 343-8391 | parkerrw@muni.org

 

Plan Review: Mark Panilo | ph: (907) 343-8081  fax: (907) 249-7679 | panilomm@muni.org

 

Please submit all information through your Permit Manager.

 

REVIEW STATUS

09/24/2014 – Initial review (338110).  Comments issued.

11/06/2014 - Reviewed responses (342213). OK for structural pending submittal of signed drawing S5.03.

 

GENERAL

This review is code compliance review based on the requirements of the International Existing Building Code (IEBC), 2009 Edition, and all adopted references thereto, as amended by the Municipality of Anchorage in Anchorage Municipal Code (AMC) Title 23.  This review does not permit the violation of the building codes, nor any federal, state, or municipal regulation.

 

The following comments must be addressed before a permit may be issued.  Additional comments may be issued following review of submitted information.



2_Resolved

1. SPECIAL INSPECTION PERSONNEL

Please provide a letter from the Owner/Owner's Representative, or Special Inspection Agency stating that the Special Inspection Agency has been retained by the Owner to provide special inspection services for the project as required by IBC Chapter 17.

Reference: AMC 23.15.1704.1.4



3_Resolved

 2. STEEL FABRICATOR QUALIFICATIONS

Please provide a copy of the steel fabricator certification from AISC, IAS, or MOA for fabrication of structural steel without special inspection required by IBC Chapter 17.  In lieu of certification, please submit the name(s) and resume(s) of the individual(s) providing shop special inspection for review.

Reference:  IBC Section 1704.2.2; AMC 23.15.1704.1.4



4_

3. PANEL ZONE DEFORMATION

Refer to Detail 10/S5.03, Calculations. The calculations do not address any panel zone shear or deformation at the moment frame connection at the interior columns. Given the construction of the beam/column joint, there are several areas of shear discontinuity, especially around the existing HSS column. Please justify the approach by analysis, including addressing notch stress concentrations and differential vertical shear across the HSS.

Reference: IBC Section 1604.4

11/6/14 - Resolved pending submittal of signed drawing Sheet S5.03. MMP


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