Review Comments

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Permit Number:	08 4647
Permit Type:	Commercial Building Permit - None BldgNew
Address:	E 651 100TH AVE Anchorage
Location:
Work Description:	Work Descr: 4800 sq ft OK for contractor to p/u elec permit per Mary Jane w/ Fuchs Electric, Remarks: mgm
Status:	Closed
Project Name:	DIOMEDE WAREHOUSE D
Review Type:	Architectural
Result:	Approved
Result Date:	7/22/2008 12:00:00 AM

Comments:

	Code Section	Review Comment	Status

Advisory Information:
. C(1): Status: Architectural Corrections required. 6/25/08 Status: Full Architectural Approval. 7/22/08 C(2): The following comments based on the 2006 International Building Code (IBC) must be resolved before a permit is issued. The plans and specifications do not permit the violation of any section of the IBC or any federal, state, or local regulations. C(3): Sheet G1.0, Building Code Analysis, Occupancy Classificationtion, Add: "and B Occupancy" after the existing reference to S1 Occupancy. The office is 25% of the first floor area, thus it does not qualify as an Accessary Occupancy. Verify that this is a mixed occupancy per IBC Section 508.3 with no required separation between S1 and B occupancies per IBC Table 508.3.3. If so add this to the Building Code Analysis. If not, state approach taken. 06/25/08 RESOLVED. The code study was modified to add "and B Occupancy" after the existing reference to S1 Occupancy and a mixed occupancy per IBC Section 508.3 with no required separation between S1 and B occupancies per IBC Table 508.3.3. 7/17/08 C(4): Sheet G1.0, Building Code Analysis, Ext. Wall Protection, Add: "No openings are allowed in the East Exterior Wall per IBC Table 704.8" after the existing reference to IBC Table 602. 06/25/08 RESOLVED. The Building Code Analysis, Ext. Wall Protection, was modified to add: "No openings are allowed in the East Exterior Wall perIBC Table 704.8" after the existing reference to IBC Table 602. 7/18/08 C(5): Sheet G1.0, Building Code Analysis, Interior Finishes, Revise to read: " Class C for Enclosed Spaces per IBC Table 803.5" and delete minimum. 06/25/08 RESOLVED. The Building Code Analysis, Interior Finishes, was revised to read: "Class C for Enclosed Spaces per IBC Table 803.5" and "minimum" was deleted. 7/18/08 C(6): Sheet A1.0, 1/A1.0 Floor Plan, Warehouse Side between Grid Lines 2 and 5, Verify that this area is not a Repair Garage. If it is a Repair Garage, verify compliance per IBC Section 406.6. 06/25/08 RESOLVED. The Architect has identified these buildings to currently be submitted for core and shell only, with the tenants yet tobe identified. A separate TI will be required upon purchase of the individual warehouses. 7/18/08 C(7): Sheet A1.0, 1/A1.0 Floor Plan, Toilet Room between Grid Lines 1 and 2, Structures or tenant spaces with an occupant load over 15 require separate sex accessible toilet facilities IBC Section 2902.2, exception 2. 06/25/08 RESOLVED. The Floor Plan was modified to add a second separate sex accessible toilet facilities IBC Section 2902.2, exception 2. 7/18/08 C(8): Sheet A1.0, 1/A1.0 Floor Plan and Sheet A1.1, 7/A1.1 Accessible Bathroom Plan, Toilet Room between Grid Lines 1 and 2, The Toilet Room indicates some accessible features; however, does not totally comply with accessibility requirements per "Accessible and Useable Buildings and Facilities" (ICC/ANSI A117.1) 2003. The Lavatory is located in the handicap bathroom W. C. clear space. The W.C. should be located with 60 inches of side clearance from the adjacent wall over to the Lavatory edge per ICC/ANSI A117.1-2003 Fig. 604.3. 06/25/08 RESOLVED. The Floor Plan has been revised and the W.C. is now located with 60 inches of side clearance from the adjacent wall over to the Lavatory edge per ICC/ANSI A117.1-2003 Fig. 604.3. 7/18/08 C(9): Sheet A1.1, 1/A1.1 Vertical Assemblies, V1X: 2 HR Exterior Wall, GA WP9205 requires that theExterior Corrigated Finish that is called out here must be 26 gage steel minimum wall panels and that the two layers of Exterior Gypsum Sheathing be 5/8" Type X. 06/25/08 RESOLVED. The Vertical Assemblies, V1X: 2 HR Exterior Wall, GAWP9205 was modified to add 26 gage steel to the exterior of the Vertical Assemby, as required. Two layers of 5/8" Type X Exterior Gypsum Sheathing on both sides of the wall were already specified on the plans. 7/18/08 C(10): Sheet A1.0, 1/A1.0 Floor Plan, North/South Beams along Grid lines A and D between Grid Lines4 and 5, These beams require a two hour fire resistive protection in order to support the 2 hour Exterior Fire Wall along grid line 5 per IBC Section 705.2. 06/25/08 RESOLVED. The notation "2-hour fire resistance required at: east wall, building frame grid line 4, and at underside of roof between grid lines 4 & 5" was added to the A1.0 Floor Plan, parallel to grid line 4, to indicate the end of 2-hour fire resistant construction. 7/18/08