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Permit Number: C15-1739
Permit Type: Commercial Building Permit - None BldgCombo
Address: 7701 DEBARR RD Anchorage
Location:
Work Description:

569 Sq Ft Addition and T/I to incude plumb/mech/electric - BWP

AS OF 6/21/2016 ALL INSPECTIONS ARE PAID FOR, + 1000.00 IN CREDIT FOR I NSPECTIONS.-GJS 6/21/2016
Status: Closed
Project Name: FRED MEYER
Review Type: Structural
Result: Correction
Result Date: 12/16/2015 11:13:08 AM

Comments:
 Code SectionReview CommentStatus
1AMC 23.15.1704.1.4Local amendment:
Unless otherwise approved by the building official, special inspectors shall be pre-qualified and approved by the building official before performing special inspection activities on any project within the Municipality. Special inspectors shall obtain pre-approval for each category of inspection they wish to perform.		Resolved
Please provide a letter from the Owner or Special Inspection Agency stating the Owner has retained the Agency to provide required special inspections.

11/5/15 - Not resolved. No information provided this submittal. MMP

11/6/15 - Resolved. Letter provided by Owner. MMP

2IBC Section 1705.1

Where special inspections or testing is required by IBC section 1704, 1707 or 1708, the registered design professional in responsible charge shall prepare a statement of special inspections in accordance with IBC section 1705 for submittal by the applicant. Please provide a statement of special inspections.

Resolved
Refer to Sheet S0.1. Please note on the plans the required special inspections for masonry construction; the exceptions per IBC Section 1704.5 do not appear to be met.

11/5/15 - Not resolved. The response notes that special inspection requirements for masonry were noted on Sheet S0.1, but the special inspection listing still does not provide any information on the required special inspection items. Please provide. MMP 12/16/15 - Resolved. Schedule revised; redlined to include frequency of inspection (Table 1704.5.1). MMP

3IBC Section 1604.4

Any system or method of construction to be used shall be based on a rational analysis in accordance with well-established principles of mechanics. Such analysis shall result in a system that provides a complete load path capable of transferring loads from their point of origin to the load-resisting elements.

Resolved
Refer to Detail 4/S3.1, Calculations Pg. 11-12, 17. Please address the following:
a. The calculations on Pg. 11 show the strongback horizontal girt deflections well in excess of allowable. Please justify, or provide revised design.
b. Please justify the design of the out-of-plane condition for the vertical strongback and for the masonry itself. The calculation for the HSS strongback on Pg. 12 does not account for the full height the column (which appears to be approximately 24 ft). The masonry analysis on Pg. 17 appears to assume fixity at the base, but does not address the moment capacity of the base condition, and how the moments are resisted at the foundation.

11/5/15 - Resolved. Revised analysis and details provided. MMP

4AMC 23.10.104.8.1Construction documents shall be of sufficient clarity to indicate the location, nature, and extent of the work proposed and show in detail that the work will conform to the provisions of this code.Resolved
Refer to Detail 5/S3.1. Please provide connection design for the top and bottom of the strongback column.

11/5/15 - Resolved. Connection design calculations provided.  MMP

5_
Refer to Detail 6/S3.1. Please clarify the frost protection of the foundation adjacent to the cooler located along the new exterior wall. It is not clear that sufficient building heat can be maintained, or is needed as the case may be, for this extent of the foundation.
Reference: IBC Section 1809.5; ASCE 32 Section Table 1

11/5/15 - Not resolved. The frost protection depth per local amendment is under the assumption of a properly heated foundation. There is no consideration given for the temperatures imposed on the foundation by a cooler/freezer, or by the insulating effects of such construction keeping building heat from the affected foundation areas. Please clarify design. MMP 12/16/15 - Not resolved. No response provided this submittal. MMP

6_Resolved
Refer to Sheet S3.3. Please clarify reinforcing around the new opening for the lift.
Reference: IBC Section 2305.1.1

11/5/15 - Resolved. Clarification on the framing provided. MMP

7AMC 23.10.104.8.1Construction documents shall be of sufficient clarity to indicate the location, nature, and extent of the work proposed and show in detail that the work will conform to the provisions of this code.Resolved

Refer to Sheets S3.3, S3.4. Please provide design calculations for the following:
a. HSS vertical lift lateral restraint framing (re: Details 4/ thru 6/S3.3).
b. Rooftop and hood framing and connections to structure (re: Details 2/ and 5/S3.4).
Note: These items may be deferred per AMC 23.10.104.9.

11/5/15 - Resolved. Design calculations provided. MMP



8AMC 23.10.104.8.1Construction documents shall be of sufficient clarity to indicate the location, nature, and extent of the work proposed and show in detail that the work will conform to the provisions of this code.Resolved
Please provide design for the cooler/freezer enclosures, including in-plane lateral design and details. This may be deferred per AMC 23.10.104.9.

11/5/15 - Resolved. Item has been deferred; noted on Sheet S0.1. MMP

9AMC 23.10.104.8.1Construction documents shall be of sufficient clarity to indicate the location, nature, and extent of the work proposed and show in detail that the work will conform to the provisions of this code.Resolved
Refer to Sheet A3.2. The bracing of the partition walls is not clear where sheathing is provided only to 6 inches above the suspended ceiling. Please clarify the brace spacing and connections to structure. This item may be deferred per AMC 23.10.104.9.

11/5/15 - Resolved. The bracing information is provided on Sheets A1.3.1 and A3.2.2. MMP


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