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Permit Number: C14-1564
Permit Type: Commercial Building Permit - None BldgAlter
Address: W 330 DIMOND BLVD Anchorage
Location:
Work Description: Comm T/I - Both bathroom remodel and add family bathroom - to include struct,plumb,mech.and electric - BWP
Status: Closed
Project Name: Costco - Dimond
Review Type: Structural
Result: Approved
Result Date: 8/14/2014 10:29:25 AM

Comments:

 Code SectionReview CommentStatus



Advisory Information:

Reviewed by: Bolen, Wayne A.                                                  Permit #: C14-1564

Phone: 343-8072                                                                        Date: 8/14/2014

Fax: 249-7393

Email: BolenWA@muni.org

Permit Manager: Bob Parker    

Phone: 343-8391

Email: ParkerRW@muni.org

Project: COSTCO Dimond Bathroom Remodel

Review number: 336692

____________________________________________________________________________________

 

PERMIT STATUS

7/15/2014 – Review complete. Comments issued.

8/14/2014 - Approved.

 

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.

 

1. ANCHOR DESIGN

Reference the calculations. Please clarify where the anchor design for the hold downs is. Anchors must be designed per an approved third party report. Reference IBC section 1703.4.

 

Comment resolved. Response accepted. WAB - 8/14/2014

 

2. R FOR GYPSUM SHEATHED WALLS

Reference the spreadsheet for the gypsum sheathed walls. R for gypsum sheathed walls is 2. It appears that 4 has been used. Please clarified. Where metal studs are used AISI-Seismic (AISI S213) must be used to design chords and anchors which require these elements to be designed to the load combinations including overstrength. Please verify. Reference IBC section 22.10.6.

 

Comment resolved; however please note that the second part of this comment was not responded too. Per independent check it appears to be okay. WAB - 8/14/2014

 

3. STATEMENT OF SPECIAL INSPECTIONS

Please provide a complete statement of special inspections as required by IBC section 1705. The statement of special inspections must include both the type and frequency of inspection. It appears from the drawings that special inspections are required on post installed anchors, and cold formed metal seismic systems.

 

Comment resolved. Response accepted. WAB - 8/14/2014

 

4. SPECIAL INSPECTOR LETTER

Please provide a letter from the Owner indicating who they will be hiring to provide the special inspections for this project. The special inspector(s) must be licensed by MOA in the type(s) of inspection(s) to be performed. Reference IBC section 1703.1.

 

Comment resolved. This has been provided. WAB - 8/14/2014

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