Reviewed by: Bolen, Wayne A.                                                  Permit #: C12-1324

Phone: 343-8072                                                                        Date: 1/11/2013

Fax: 249-7393

Email: BolenWA@muni.org

Permit Manager: Tony Barganier

Phone: 343-8339

Email: BarganierTA@muni.org

Project: Sam’s Club Cold-Formed Steel Trusses

Review Number: 308001

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PERMIT STATUS

1/11/2013 – Review complete. Comments issued.

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. TRUSS DRAWINGS

Reference the truss drawings. The truss drawings appear to be incomplete. AISI 214-07 section B1 requires all of the following information to be provide on the truss drawings:

A. slope, depth(s), span, and spacing of truss

B. bearing locations and minimum bearing lengths

C. design loading(s)

D. nominal reaction forces and directions

E. location of all truss connections

F. gusset plate locations, sizes, and material specifications (size as required is not acceptable)

G. fastener type, size, quantity, and locations

H. shape and material specification for each component

I. maximum nominal compressive force in all truss members

J. locations of required permanent truss member bracing

K. Connection requirements for truss-to-truss girder, truss ply-to-ply, and field assembly of trusses

L. Calculated deflection ratio and/or maximum deflection for nominal live and total load

Where the item is not applicable please just indicate it as such in the response.

2. WEB BRACING

Several of the trusses require web bracing. Please provide a detail showing the lateral restraint of this bracing. Reference AISI 214-07 section B2(5).

3. TRUSS ELEVATIONS

Please label each truss elevation so that the truss can be located on the layout plan. Reference AAC section 23.10.104.8.

4. MODEL INPUT

Provide model input for all trusses so that loading, load combinations and end releases can be verified. Loading may be verified the easiest by providing the graphical representation of the loading. Reference AAC section 23.10.104.8.

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.