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Permit Review Detail
Review Status: Active
Review Details: RESUBMITTAL
Permit Number - T14CM02580
Review Name: RESUBMITTAL
Review Status: Active
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 06/10/2014 | KEN BROUILLETTE | FIRE | REVIEW | Approved | |
| 06/16/2014 | ERIC NEWCOMB | BUILDING-COMMERCIAL | REVIEW | Reqs Change | 1. PREVIOUS COMMENT 8; STRUCTURAL CALCULATIONS; PAGES 110 AND 111: THE NOTE 2 INDICATED ON SHEET SD INDICATES CONVENTIONAL FOUNDATIONS AND FLOOR SLABS SHALL USE 2500 PSI CONCRETE. THERE IS NO INDICATION ON THE DRAWINGS THAT THE FOOTING AND FLOOR SLAB REQUIRE EXTRA STRENGTH CONCRETE. IF THAT IS THE CASE, REMOVE THE NOTES ON SHEET SD FOR THE 2500 PSI CONCRETE, AND INDICATE THE FOUNDATIONS AND SLABS SHALL USE 4000 PSI CONCRETE. 2. PREVIOUS COMMENT 9: A COVER SHEET THAT INCLUDES A PROJECT NARRATIVE AND CODE ANALYSIS (OCCUPANCY TYPE, OCCUPANCY LOAD, PLUMBING FIXTURE REQUIREMENTS, ETC.) MUST BE PROVIDED FOR THE MEZZANINE ADDITION. PROVIDE AN OWNER RESPONSE. IF THE INITIAL PROJECT INCLUDED THAT INFORMATION FOR THE MEZZANINE, THAT SHEET MAY BE USED FOR THIS SUBMITTAL. 3. PREVIOUS COMMENT 10: PROVIDE AN EXISTING BUILDING FLOOR PLAN INDICATING THE LOCATION OF THE NEW MEZZANINE IN THE EXISTING BUILDING. PROVIDE AN OWNER RESPONSE. IF THE INITIAL PROJECT INCLUDED THAT INFORMATION FOR THE MEZZANINE, THAT SHEET MAY BE USED FOR THIS SUBMITTAL. 4. GENERAL: PROVIDE WRITTEN RESPONSES TO ALL REVIEW COMMENTS. |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 06/17/2014 | CPIERCE1 | REJECT SHELF | RECEIVED |