Review Comments

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Permit Number:	00 5570
Permit Type:	Commercial Building Permit - None BldgAlter
Address:	6200 BOEING AVE Anchorage
Location:
Work Description:	Work Descr: Tenant Build-Out. Office Vehicle Storage, Remarks: mf 9/11/00 - elec upgrade issued to this permit should have been issued on #00-5571, transferred permit today /td 11/12/04 Jeff Lintelman of USKH will work on closing this permit
Status:	Issued
Project Name:	NORTHWEST, A1
Review Type:	Structural
Result:	Approved
Result Date:	7/12/2000 12:22:15 PM

Comments:

	Code Section	Review Comment	Status

Advisory Information:
. C(1): This review is based on the requirements of the 1997 Uniform Building Code and all adopted references thereto, as amended by MOA. The following commentsmust be addressed before a permit can be issued. C(2): Please provide the names and resume of qualifying experience and/or copies of certifications for all Special Inspectors who will be inspecting on this job. RESOLVED EXCEPT APPROVAL FOR STRUCTURAL WELDING INSPECTOR. 7/5/00. PLEASE SUBMIT INFORMATION. RESOLVED 7/11/00 CSK C(3): Reference center of mass calculations: Slab 5 distance for y should be about 58'. Slab 6 x and y distances should be reversed. See also rigid frame torsional analysis. Wall 8 x distance to CG should be about 102.5'. This likely will result in a slight difference in calculated wall forces. RESOLVED 6/30/00 CSK: CALCULATIONS REVISED. C(4): The shear wall system is not a tested system and there are no Tables for guidance in UBC. Please provide complete calculations and data to support calcs for shear wall capacity, chord forces, holddowns and fastener spacing. Provide minimum specification information in general notes for the steel decking for shear walls. RESOLVED 6/30/00 CSK: CALCULATIONS REVISED. INFO ADDED TO NOTES C(5): Please provide details for new openings in the west wall between Grids N and P. RESOLVED 6/30/00 CSK: DOOR FRAMING INCLUDED IN ORIGINAL METAL BUILDING. C(6): Sheet S1.1: It isn't clear whether or not all shear walls shown require a foundation wall. For example, there is no section cut along Grid 27 or along Grid R.6. Please clarify by adding a note to the plan, or showing locations for footings. RESOLVED 6/30/00 CSK: FOUNDATION PLAN REVISED. C(7): Please provide a detail for the interface at column footing/foundation wall. RESOLVED 6/30/00 CSK: STRIP FOOTING ELEVATIONS CHANGED TO MATCH ISOLATED FOOTINGS C(8): Sheet S2.1: It appears that the mezzanine is seismically isolated. Please add details to the drawings for seismic gaps along Grids 26 and 28. Provide a detail for connections along Grid P. RESOLVED 6/30/00 CSK: DETAIL ADDED. C(9): Please provide calculations and details for headers (Grid Q.6 and Grid S near Grid 26) and drag struts . RESOLVED 6/30/00 CSK: DETAIL ADDED FOR HEADERS. C(10): Sheet S2.1. Please coordinate with architectural drawings regarding which walls are shear walls. For example, walls on Grids P.5, R.6 and 27.8 are not shear wall type D on the architectural drawings. RESOLVED 6/30/00 CSK: STRUCTURAL DRAWINGS CORRECT AS SHOWN. PLEASE COORDINATE WITH ARCHITECT. C(11): Please add a detail to the drawings showing lateral support with allowance for roof deflection at the tops on new second floor walls. RESOLVED 6/30/00 CSK: DETAIL ADDED. C(12): Please verify that removal of the existing slab will not disturb any tension ties or hairpin rebar designed to resist outward thrust from the building frames, or provide calculations and details for restoring them. RESOLVED 6/30/00 CSK: CONCRETE NOT YET POURED FOR ORIGINAL BUILDING. C(13): Detail 1/S2.1: Please specify spacing and max. distance from end of wall for anchor bolts. RESOLVED 7/5/00 CSK: INFORMATION ADDED TO DETAIL. C(14): Detail 2/S2.1: Please clarify on the drawings where SIM notes apply. (Where are the section cuts taken?) RESOLVED 6/30/00 CSK: SECTION CUTS REVISED C(15): Detail 2/S3.1: Please add weld information at WT flange to beam web. RESOLVED 6/30/00 CSK: INFORMATION ADDED. C(16): Detail 11/S3.1: Are additional welds required to connect the existing wind column to the WT section? RESOLVED 6/30/00 CSK: DETAIL REVISED C(17): Please add a section cut (2/S3.1 SIM?) on Gird T.8 and at cantilevered ends of joist near Grid S (4/S3.1 SIM?) Note that the section cut along the stairs near Grid Q is incorrect. RESOLVED 6/30/00 CSK: SECTION CUTS REVISED AND DETAIL ADDED.