Reviewed by: Crafts, Donald E. Permit #: C12-2319
Phone: 343-8451 Date: 7/26/2012
Fax: 249-7652
Email: CraftsDE@muni.org
Permit Manager: Jinny Day
Phone: 343-8338
Email: DayJR@muni.org
Review Number: 298719
1. Status: Architectural Corrections required. 7/18/12 Status: Full Architectural Approval. 7/26/12
2. The following comments based on the 2009 International Building Code (IBC) and 2009 International Existing Building Code (IEBC) must be resolved before a permit is issued. The plans and specifications do not permit the violation of any section of the IEBC, IBC or any federal, state, or local regulations.
3. Drawing T1.1, Exiting General Notes, Door Hardware, Item 3. TSAIA Hardware Standards; Verify compliance with IBC Sec. 1008.1.10 for all egress doors in A occupancies with an occupant load of more than 50. Specifically, verify that the Door 106 passing thru to security has panic hardware. Add to Item 3. note the following: Panic Hardware to be provided for Door 106. 7/18/12. RESOLVED. 7/26/12
3. Drawing A2.2, Floor Plan New; A thermal barrier is required per IBC Section 2603.4 for the freezer and cooler additions or show compliance to the requirements in IBC Section 2603.4.1.2. Please provide freezer and cooler cut sheets and details to include the thermal barrier or clarify code compliance. 7/18/12 RESOLVED. 7/26/12
4. Drawing A2.2, Floor Plan New; An existing rollup door and a new rollup door (security grilles)are provided as part of necessary exiting from this space. Show compliance with IBC Section 1008. Reference IBC Section 1008.1.4.5 for security grilles guidance; however, find appropriate applicability to A occupancies. 7/18/12 RESOLVED. 7/26/12
5. Drawing A2.2, Floor Plan New; Per IBC Section 906, Show size, type, & location of fire extinguishers, both existing & new. Extinguishers shall be located along the path of egress, near the exits, a maximum 75 ft travel from any point within the building to the extinguisher. 7/18/12 RESOLVED. 7/26/12
6. Drawing A5.1, Wall Types; Show a listed one-hour fire-resistance rated slip joint at the top of wall type A and provide details. Provide standard deflection tracking at the other non load bearing full height walls. 7/18/12 RESOLVED. 7/26/12
