Review Comments

Click Here To Go Back To Permit Information

Permit Number:	06 5587
Permit Type:	Commercial Building Permit - None BldgNew
Address:	5700 DE HAVILLAND AVE Anchorage
Location:
Work Description:	Work Descr: 159 sqft replacement of existing guardshack, Remarks: gjs/8/13/07 Electric permit for Marshall's is cancelled effective 8/13/07-gjs
Status:	Closed
Project Name:	TUG ROAD GUARDSHACK
Review Type:	Structural
Result:	Approved
Result Date:	8/11/2006 12:00:00 AM

Comments:

	Code Section	Review Comment	Status

Advisory Information:
. C(1): The following review is based on the 2003 International Building Code, the International Existing Building Code, and all documents thereto referenced, as amended. This review is not warranted for completeness and plan approval does not permit violation of these codes or other regulations or laws as may apply. 8/5/06 Alternate means and methods have been approved for the foundation structure on peat soils and the omission of continuity plates in the tube frame moment connections. The response indicates that the soils under the retaining wall are expected to be in situ engineered fill. Corrections required for full structural. 8/9/06 Detail 3/S1.0 has been revised, and red line made to the building section 4/S1.1. New sheets S1.0, S1.1, and S2.1 must beinserted into the field set for final approval. C(2): The moment frame connection configuration will cause column web buckling at the bottom of the beam tube. Continuity plates are required by the AISC seismic provisions section 11.5. The standard for OMF construction is wide flange beam and column where this detail is easily provided. Please revise connection details to provide continuity plates as appropriate. 8/5/06 Alternate means and methods omitting the requirement for continuity plates has been omitted based on connection strengths designed for HSS members showing adequacy under forces calculated with an R=1. 1. The weld evaluation indicates the moment being transfered through the tube flange welds. These will not be as rigid as the side wall welds where the HSS connections manual reflects this in an effective widthto be included with the tube web welds in resisting the combined forces. Note that the evaluations reference chapter K of the 2005 steel design manual which is not recognized in the current code cycle. 2. T