PERMIT INFORMATION

Permit Number: C13-2016

Project Name: Legislative Information Office

Permit Manager: Tony Barganier | ph: (907) 343-8339 | barganierta@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

01/06/2014 – Initial review for footing/foundation (323311).  Comments issued.

GENERAL

This review is code compliance review based on the requirements of the International Building Code (IBC), 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.

1. DEFERRED SUBMITTALS
- No response required -

The following items have been noted on the plans to be submitted under deferred status per Sheet S0.02:

a. Exterior cladding

b. Metal stud framing

c. Curtain wall systems

d. Roofing attachment

e. Seismic restraint of mechanical and electrical equipment

All deferred submittals must be sealed by a Professional Engineer licensed in the State of Alaska.  Submittals must be reviewed for general conformance by the Registered Design Professional prior to submitting to Building Safety for review.  Deferred submittals must be reviewed and approved by Building Safety prior to installation/construction.

Reference:  AMC 23.10.104.9

2. DESIGN STANDARDS

Refer to Sheet S0.02.  Please clarify the edition(s) of the standards used for design.

Reference: IBC Section 1603.1; AMC 23.10.104.8.1

3. FREQUENCY OF INSPECTIONS - SOILS
Refer to Sheet S0.03. The special inspection schedule notes that soil inspection may be periodic.  Please revise as inspection during placement and compaction of fill is subject to continuous inspection.

Reference:  IBC Section 1704.7

4. 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

5. GRID C BASE CONNECTION

Refer to Detail 5/S2.12, Calculations Pg. C-25+.  The calculation for the anchoring of the Grid C frame does not appear to address the significant eccentricity of the connection for shear.  It is not clear from the provided calculations whether the plate at the top of the grade beam has sufficient stiffness to transfer the loads to the sides of the grade beam equally as calculated.

Reference: IBC Section 1604.4

6. SUMP DIMENSIONS

Refer to Detail 3/S4.01.  Please provide revised sump details coordinated with MOA policy requirements for elevator sumps; a minimum of 24 in. x24 in. x 24 in. volume is required.

Reference: MOA Policy L.2 Item 1