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Permit Number: C11-1660
Permit Type: Commercial Building Permit - None BldgAlter
Address: 5900 DE HAVILLAND AVE Anchorage
Location:
Work Description: COMMERCIAL STORAGE TANKS OF POTASSIUM ACETATE (JINNY ROSE DAY)
Status: Closed
Project Name: SOA TANKS "POTASSIUM ACETATE
Review Type: Structural
Result: Approved
Result Date: 10/11/2011 8:54:17 AM

Comments:

 Code SectionReview CommentStatus



Advisory Information:

Reviewed by: Bolen, Wayne A.                                                  Permit #: C11-1660

Phone: 343-8072                                                                        Date: 9/22/2011

Fax: 249-7393

Email: BolenWA@muni.org

Permit Manager: Jinny Day

Phone: 343-8338

Email: DayJR@muni.org

Project: QTF De-Icer Tank

Review Number: 282947   ____________________________________________________________________________________

 

PERMIT STATUS (no response required) 8/19/2011: Review completed. Comments issued.

9/22/2011 - Responses reviewed. Comments issued. Approved for ring wall foundation pending special inspector letter.

 

Advisory Comment (no response required):  This review is based on the requirements of the Anchorage Administrative Code (AAC), 2009 International Building Code (IBC) 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.

 

1. FOUNDATION DESIGN

Please provide the foundation design as well as the calculations showing how the reactions used to design the foundation were determined for review. Reference ASCE 7-05 section 15.7 and AAC section 23.10.104.8.

 

Comment resolved. Response accepted. WAB - 9/22/2011

 

2. Please provide design of canopy addition and provide a check of the existing canopy column line that is not supporting new load.

 

3. Please provide a letter indicating who the special inspector will be. The letter must be from the Owner.

 

4. Reference detail 201 on sheet S3.0. This detail indicates to fillet weld the channels to the tube columns. This is not the correct weld call out. It should be a flare bevel weld. Please revise and resubmit.

 

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. While not required it is extremely helpful to the reviewer if the response indicates where in the submittal each comments has been addressed.

 

All submittals should be sent to the permit manager.

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