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Permit Number: X16-1931
Permit Type: Commercial Building Permit - ChangeOrdr BldgAlter
Address: E 800 DIMOND BLVD Anchorage
Location:
Work Description: Deferred Submittal to Structural. Structural calculations for mechanical equipment - AJC
Status: Closed
Project Name: Change Order of Bldg App C15-1346
Review Type: Structural
Result: Correction
Result Date: 11/9/2016 10:44:00 AM

Comments:

 Code SectionReview CommentStatus



Advisory Information:



Structural Comments



 



Reviewed by: Hellman, Becky A.                                   Permit #: X16-1931
for C15-1346



Phone: 343-8237                                                                      
  First Review



Fax: 249-7400                                                                   
Date: 11-9-16



Email: hellmanba@muni.org



Permit Manager: Cervenka,
Alec



Phone: 343-8034



Email: cervenkaaj@muni.org



Project: Dimond
Industrial Lot 5A BLK 2 – Round Table – Equipment attachments



____________________________________________________________________________________



Plan review
comments:



 



1.  This review is a
code compliance review based on the requirements of the 2012 International
Building Code (IBC) and all adopted references thereto as amended by the
Municipality of Anchorage in the Anchorage Municipal Code (AMC) Title 23.  This review does not permit the violation of
the building codes, nor any federal, state, or municipal regulation.



 



2.  See SK-1 - SK-2 and the calculations for the
gravity support of this MAU unit.  Page
A-2 – A-3 indicates that the unit is 720 pounds with the curb at 150 pounds; a
total of 870 pounds.  The unit size per
the calculations shows a 9.89’ x 2.28’; 22.6 sqft.  The distribution load is 38.5 psf as shown on
sheet A-11.  On the design check of the
rafters A-11 – A-15, it appears that not enough load is being accounted
for.  One rafter check is for 3’-1” and
the other is for 2’-4” with a uniform load of 38.5 psf; so 5’-5” x38.5 plf (2
feet between rafters) = 209 pounds, times two rafters is 418 pounds total,
there should be 870 pounds distributed between the two rafters as shown in the
sketches 1 and 2.



These rafters are
close, please clarify the discrepancy of load, size and distribution to allow
for verification that the rafters are still adequate.



 



Address all comments above to complete the permit process.  Please provide corresponding letter that
describes how comments have been addressed and where on the plans the changes
have occurred.  Any additional
information that is provided to address the above comments could result in
additional comments based on the new information provided for review.   All
submittals should be sent or given to the permit manager of this project.



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