Permit Review Detail
Review Status: Completed
Review Details: CELL TOWER/ANTENNAS
Permit Number - T12CM07524
Review Name: CELL TOWER/ANTENNAS
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 12/04/2012 | KEN BROUILLETTE | FIRE | REVIEW | Denied | Need quantities of batteries (gallons and type). Left message with Mr. Fries. Phone number on permit review card and application for contact is incorrect. |
| 12/05/2012 | MICHAEL ST. PAUL | ZONING | REVIEW | Approved | |
| 12/05/2012 | MICHAEL ST. PAUL | PLANNING-CITY HALL | REVIEW | Approved | |
| 12/06/2012 | GREGORY MCNEAL | COMMUNICATIONS | REVIEW | Approved | |
| 12/06/2012 | ERIC NEWCOMB | BUILDING-COMMERCIAL | REVIEW | Denied | 1. SHEETS 02B AND 03B (CONCRETE NOTES); SHEET S-0.1 (CAST IN PLACE CONCRETE): THE STRUCTURAL SHEET S-0.1 LISTS THE CONCRETE AS 3000 PSI AT SLABS ON GRADE AND GRADE BEAMS, WHILE SHEETS 02B AND 03B INDICATE ALL CONCRETE HAS 4000 PSI COMPRESSIVE STRENGTH. CLARIFY. 2. SHEET 03B; BUILDING CODE: REVISE THE LISTED BUILDING CODE TO THE 2006 IBC. 3. SHEET 03B; DEFERRED SUBMITTALS: REVISE THE LISTED BUILDING CODE TO THE 2006 IBC. 4. SHEET 04-B: VERIFY THE NEW EQUIPMENT SHELTER MEETS THE FIRE RESISTANCE RATING SINCE THE SEPARATION DISTANCE BETWEEN THE EXISTING BUILDING AND THE NEW SHELTER IS 5' TO 10'. REFER TO TABLE 602 OF THE 2006 IBC. 5. SHEET S-0.1 (GENERAL STRUCTURAL NOTES); GEOTECHNICAL REPORT: PROVIDE THE ORIGINAL GEOTECHNICAL INVESTIGATION REPORT (USED FOR THE PIER FOUNDATION) FOR CITY REVIEW. 6. SHEET S-0.2; SLAB FOUNDATION (SECTION "B-B"): A NOTE IN THE SECTION INDICATES 8 TIE DOWN PLATES PER BUILDING, BUT ONLY 6 ARE SHOWN ON THE PLAN. CLARIFY. 7. STRUCTURAL CALCULATIONS (MAT FOUNDATION DESIGN); GEOTECHNICAL ADDENDUM REPORT: THE REPORT INDICATES A SOIL BEARING PRESSURE OF 2500 PSF, WHILE THE CALCULATIONS INDICATES AN ALLOWABLE BEARING PRESSURE OF 2800 PSF. CLARIFY. 8. GENERAL: THE PIER FOUNDATION DETAIL AND THE MAT FOUNDATION DETAIL THAT APPEAR IN THE CALCULATIONS SHOULD BE PLACED ON A FULL SIZED DRAWING. 9. GENERAL: PROVIDE WRITTEN RESPONSES TO ALL REVIEW COMMENTS. |
| 12/19/2012 | RAY MAJUTA | ELECTRICAL-COMMERCIAL | REVIEW | Approved |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 01/09/2013 | SHANAE POWELL | OUT TO CUSTOMER | Completed |
| 01/09/2013 | CPIERCE1 | REJECT SHELF | Completed |