Microfiche records prior to 2006 have not been completely digitized and may not be available yet on PRO. If you can not find what you are looking for please submit a records request.
Permit Review Detail
Review Status: Completed
Review Details: COMMERCIAL - TI
Permit Number - T15CM03108
Review Name: COMMERCIAL - TI
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 05/14/2015 | MARTIN BROWN | FIRE | REVIEW | Approved | |
| 05/29/2015 | DAN SANTA CRUZ | ELECTRICAL-COMMERCIAL | REVIEW | Approved | |
| 06/02/2015 | ROBERT SHERRY | WATER | REVIEW | Completed | |
| 06/02/2015 | ROBERT SHERRY | PLUMBING-COMMERCIAL | REVIEW | Passed | |
| 06/02/2015 | ROBERT SHERRY | MECHANICAL-COMMERCIAL | REVIEW | Passed | |
| 06/10/2015 | ERIC NEWCOMB | BUILDING-COMMERCIAL | REVIEW | Reqs Change | 1. SHEET A0.0; GENERAL BUILDING SUMMARY: THE ACTUAL SF AND NUMBER OF STORIES OF THE EXISTING BUILDING BOTH EXCEED THE ALLOWABLE VALUES GIVEN IN THE IBC TABLE 503. A NOTE ON THE PLAN INDICATES A SPRINKLER SYSTEM IS TO BE PROVIDED IN THE NEXT PHASE. PROVIDE A DATE FOR THE NEXT PHASE (WILL IT BE IN THE NEXT TI?). UNTIL THE SPRINKLER SYSTEM IS INSTALLED, THIS BUILDING DOES NOT MEET THE CURRENT CODE REQUIREMENTS FOR SF AND NUMBER OF STORIES. 2. SHEET A0.0: PLEASE PROVIDE ON THE DRAWINGS THE ACTUAL CONSTRUCTION TYPE FOR THE EXTERIOR WALLS PER THE IBC CHAPTER 6. THIS MIGHT HELP YOUR ALLOWABLE AREA. 3. SHEET D2,0; DEMOLITION FLOOR PLAN KEYNOTES: NOTE 8 WAS NOT LOCATED ON THE PLANS, BUT IS THE SAME AS NOTE 2. PLEASE VERIFY. 4. SHEET S2.1; FOUNDATION PLAN: PLEASE CUT A SECTION ON THE DRAWINGS AT THE MIDDLE ROW OF NEW COLUMNS (C1) AND NEW FOOTINGS (F2) WHERE AN EXISTING COLUMN AND FOOTING (KEYNOTE 2) ARE ADJACENT TO THE NEW CONSTRUCTION. THIS IS TO CLARIFY HOW THE NEW FOOTINGS ARE PLACED RELATIVE TO THE EXISTING COLUMN FOOTING. 5. SHEET S3.1; ROOF FRAMING PLAN: PLEASE INDICATE THE NEW STEEL COLUMNS TO THE WEST OF THE NEW STAIR. ARE THERE THREE NEW COLUMNS (TO SUPPORT 2-B1 BEAMS AND 1-B6 BEAM)? PLEASE VERIFY AND REVISE THE FOUNDATION PLAN IF THERE IS A NEW COLUMN SUPPORTING B6. 6. SHEET S4.1; DETAIL 102: PLEASE REVISE THE NOTE NUMBER 1 THAT POINTS TO THE MASONRY WALL (SHOULD BE 6). 7. SHEET S4.1; DETAIL 203: PLEASE INCLUDE THE EXISTING COLUMN IN THIS DETAIL. 8. STRUCTURAL CALCULATIONS: PLEASE PROVIDE THE CALCULATIONS FOR THE FRAME AT GRID 2 COLUMN BASE PLATE, ANCHOR BOLTS, AND FOOTING. 9. GENERAL: PLEASE PROVIDE WRITTEN RESPONSES TO ALL REVIEW COMMENTS. |