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Permit Review Detail
Review Status: Completed
Review Details: CELL TOWER/ANTENNAS
Permit Number - T15CM01084
Review Name: CELL TOWER/ANTENNAS
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 03/10/2015 | KEN BROUILLETTE | FIRE | REVIEW | Completed | STATE FIRE MARSHAL APPROVAL REQUIRED |
| 03/16/2015 | ERIC NEWCOMB | BUILDING-COMMERCIAL | REVIEW | Reqs Change | 1. SHEET A4; DUGOUT SITE PLAN: THE PLAN INDICATES A 36'-0" SLAB DIMENSION, BUT SHOWS THE DIMENSION TO THE DUGOUT STRUCTURE. PLEASE CLARIFY. 2. SHEET A4; DUGOUT DETAILS: THE PLAN VIEW INDICATES A 10'0" X 12'-6" DUGOUT STRUCTURE. THE DUGOUT SITE PLAN INDICATES FOUR SIDE-BY-SIDE UNITS. THIS WOULD TOTAL A 50'-0" STRUCTURE WIDTH (4 AT 12'-6"). PLEASE CLARIFY. 3. SHEET A4; DUGOUT STRUCTURE: STRUCTURAL CALCULATIONS MUST BE PROVIDED FOR THE LATERAL/UPLIFT ANALYSIS ON THE DUGOUT. ANCHORS AND FOUNDATIONS MUST BE DESIGNED AND SUBMITTED BY A LICENSED ENGINEER OR ARCHITECT, WITH DETAILS INDICATED ON THE DRAWINGS AS REQUIRED. 4. SHEET S1; SHELTER FOUNDATION PLAN 1: STRUCTURAL CALCULATIONS MUST BE PROVIDED FOR THE LATERAL ANALYSIS ON THE SHELTER BUILDING. ANCHORS AND FOUNDATIONS MUST BE DESIGNED AND SUBMITTED BY A LICENSED ENGINEER OR ARCHITECT. 5. SHEET S1; FOUNDATION SECTION 2: A NOTE ON THE LEFT INDICATES TO 'REFERENCE DETAIL 2' FOR CONCRETE ANCHORING. PLEASE REVISE THAT REFERENCE. 6. SHEET S1; FOUNDATION SECTION 2: A NOTE ON THE RIGHT INDICATES THE DEPTH OF THE FOUNDATION AS 'PER CODE'. PROVIDE THAT DEPTH (BASED ON THE GEOTECHNICAL REPORT) ON THE DETAIL. 7. SHEET S2 (CMU WALL DETAIL 3); STRUCTURAL CALCULATIONS: THE CALCULATIONS (SECOND PAGE) OF THE BLOCK WALL DESIGN PARAMETERS INDICATE AN 8" WALL THICKNESS, WHILE THE DETAIL SHOWS A 12" CMU WALL. PLEASE CLARIFY. 8. SHEET S2; CMU WALL DETAIL 3: PROVIDE STRUCTURAL CALCULATIONS FOR THE WALL FOUNDATION, AND INDICATE THAT DESIGN ON DETAIL 3. 9. GENERAL: SINCE THIS IS A NEW POLE AND FOUNDATION, PROVIDE DETAILS ON THE FULL SIZE DRAWINGS FOR THE POLE, BASE PLATE, ANCHOR BOLTS, AND FOUNDATION. 10. GENERAL: PLEASE PROVIDE TWO COMPLETE SETS OF ALL STRUCTURAL CALCULATIONS (POLE AND FOUNDATION, WALL AND FOUNDATION, SHELTER FOUNDATION AND ANCHORS, AND DUGOUT FOUNDATION AND ANCHORS). 11. GENERAL: ON THE DRAWINGS, PROVIDE A CODE ANALYSIS SHEET FOR SPECIFIC CODES USED AND MATERIAL SPECIFICATIONS (CONCRETE, MASONRY, REINFORCING STEEL, ALLOWABLE SOIL BEARING, POLE STEEL, ANCHOR BOLTS, DUGOUT STEEL, ETC.). 12. GENERAL: PLEASE PROVIDE WRITTEN RESPONSES TO ALL REVIEW COMMENTS. |
| 03/17/2015 | CPIERCE1 | COMMUNICATIONS | REVIEW | Completed | PER JEFFREY SELIGMAN |
| 03/18/2015 | MICHAEL ST. PAUL | PLANNING-CITY HALL | REVIEW | Approved | |
| 03/18/2015 | MICHAEL ST. PAUL | ZONING | REVIEW | Approved | |
| 03/27/2015 | DAN SANTA CRUZ | ELECTRICAL-COMMERCIAL | REVIEW | Reqs Change | Please provide the following information to ensure a safe and code compliant electrical installation of equipment. #1. Plan sheet E4. (a).The voltage for the meter base is not consistent in relation to the main service disconnecting means. (b). Indicate conduit, conductor sizes and types between the 50 kva transformer and the 200 amp disconnect switch. (c). Panel VZW not shown on the one line. (d). Specify all fuse types and sizes for disconnects. #2. Show compliance with the City of Tucson Outdoor Lighting Code. #3. City of Tucson policy requires all new electrical service installations to be fed underground. A waiver may be obtained on line or at PDSD office at 201 N. Stone ,8AM-4PM . M-F. |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 05/13/2015 | AROMERO4 | OUT TO CUSTOMER | Completed |