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Permit Review Detail
Review Status: Completed
Review Details: COMMERCIAL - NEW
Permit Number - T12CM03552
Review Name: COMMERCIAL - NEW
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 07/03/2012 | TERRY STEVENS | ZONING | REVIEW | Passed | |
| 07/10/2012 | RAY MAJUTA | ELECTRICAL-COMMERCIAL | REVIEW | Denied | T12CM03552 1100 W Irvington Water Treatment Plant 1. Provide a grounding system , showing size of condudtor and how connected. Include this on Sheet E-5. 2. Provide a fault current summary, showing worst case on through to equipment and panels. 3. Provide a calculation of how the fault current through circuit breakers and fuses is broken down to a safe level, indicating the type of breakers and fuses to be used. 4. Provide the size of conductors and type of insulation to be used from utility transformer to main service MS-AOP. To my knowledge they do not install these unless by special permision.(Sheet E-5) 5. Sheet E-5, circuit for Bridge Crane at 30 amps (AT) on # 12 circuit conductors ? 6. Sheet E-5, show per code support, why neutrals reduced to lower sizes. 7. Indicate on Sheet E-5, the service is to be Ground Fault Protected according to NEC 2005 230.95, and written verification of test to be submitted to AJH. 8. Sheet E-13, assign circuit numbers to lighting circuits. Please provide a check list and indicate how each item was addressed , changed, or information supporting leaving as is. Ray T Majuta Elect Plan Ck PDSD, City of Tucson 7/11/2012 Ray.Majuta@tucsonaz.gov |
| 07/12/2012 | ROBERT SHERRY | PLUMBING-COMMERCIAL | REVIEW | Denied | 1. State the plumbing code to be used for this activity. This review has been made using the 2006 IPC. 2. Coordinate the plumbing plan, P-2, and the civil plan, C2. The drawings indicate different entry points for the water service to the TARP Water treatment plant building and drawing C2 does not show the extension of the building sewer to the public sewer. Reference: Section 106.3.1, IPC 2006. 3. Show how the temperature of the hot water supply to the public lavatories is controlled. Reference: Section 416.5, IPC 2006 and Section 504.3, IECC 2006. 4. Clarify how the emergency eyewash and showers (detail EES-1) are provided with tepid water per ANSI-ISEA Z358.1-03. Reference: Section 411.1, IPC 2006. 5. Provide water pressure and water pipe sizing calculations. Verify that the eyewashes and emergency showers are supplied with a minimum flowing pressure of 30 PSIG. Reference: Sections 411.1 and 604.1, IPC 2006. 6. Show that the location of the reduced pressure backflow assembly serving the rooftop units is accessible for maintenance per the manufacturer's recommendations and has freeze protection. Reference: Section 608.14, IPC 2006. 7. Horizontal drainage piping shall be installed at a minimum slope in accordance with table 704.1, IPC 2006. 8. Provide cleanouts for all horizontal drains. Reference: Section 708.3.1, IPC 2006. 9. Provide cleanouts sized per Section 708.7, IPC 2006. 10. Provide the rim elevation of the next upstream sanitary manhole. If the rim of the manhole is not 1'-0" or more below the floor elevation, provide a backwater valve per Section 715.1, IPC 2006, as amended by the City of Tucson. 11. Since fixtures other than floor drains, sinks, lavatories, and drinking fountains, are not permitted to be included in a combination waste and vent system, the floor drain in the restroom and the floor drain in the storage room are not part of a combination drain and waste system and they must be vented. Reference: Section 912.1, IPC 2006. |
| 07/12/2012 | RONALD BROWN | BUILDING-COMMERCIAL | REVIEW | Approved | |
| 07/12/2012 | ROBERT SHERRY | WATER | REVIEW | Approved | |
| 07/12/2012 | ROBERT SHERRY | MECHANICAL-COMMERCIAL | REVIEW | Denied | 1. Show the size, routing, and termination of the condensate drains. Reference: Section 307.2, IMC 2006 as amended by the City of Tucson and Section 814.0, UPC 2006. 2. Provide listing information for the pipe seals noted on sheet H-4 or other through-penetration firestop systems to be used for the through-penetration of new or existing fire-rated partitions. Reference: Section 712, IBC 2006 and Section 703.1, IFC 2006. |
| 07/16/2012 | ELIZABETH LEIBOLD | ENGINEERING | REVIEW | Denied | Will be approved once Development Package DP12-0091 is approved. |
| 07/17/2012 | RONALD BROWN | COMMERCIAL IMPACT FEE | COMMERCIAL IMPACT FEE PROCESSING | Passed | |
| 07/19/2012 | KEN BROUILLETTE | FIRE | REVIEW | Approv-Cond | All storage and use of hazardous materials will subject to the 2006 IFC and associated NFPA Standards. Permits will be required for hazardous materials storage and use. |
| 07/20/2012 | GERRY KOZIOL | WWM | REVIEW | Denied | 1. TARP - TUCSON INTERNATIONAL AIRPORT AREA - GROUNDWATER REMEDIATION PROJECT - UV/AOP TREATMENT BUILDING(UV/ROOM/BATERY/STORAGE/DATA/ELECTRICAL) 2. 2" WATER MAIN (NOT WATER METER) 3. NEED DP APPROVAL/NEED LOCATION/METHOD OF CONNECTION TO PUBLIC SEWER - CHAD AMATEAU 740-6547 4. NEED CAPACITY REVIEW & APPROVAL - KURT STEMM 740-6607 5. NEED MANHOLE TAP CONSTRUCTION PERMIT - DENICE ELIE 740-6369 6. NEED WATEWATER IWC REVIEW - FOR HAZARDOUS MATERIAL INVENTORY ADJACENT TO DRAINS (BATTERIES/HYDROGEN PEROXIDE,ETC.) TOM TOMCHAK 724-6200 3035 W EL CAMINO DEL CERRO 7. TOTAL - 150FU'S INCLUDES BUILDING DRAINS (94FU'S DWG 76 & 77) - 8" BACKWASH TANK DRAIN (16FU'S DWG 10& 71) - 3-4" FLOOR DRAINS - INFLUENT BOOSTER PUMP STATION (24FU'S - DWG 10 & 64) AND TRUCK DRAINING STATION (16FU'S - DWG 10 & 69) 8. NEED DEW REVIEW OF PRIVATE SEWER WITH MANHOLE - DAVE AMASH 243-7400 - 33N STONE AV - 7TH FLOOR BANK OF AMERICA BUILDING 9. NEED WASTEWATER 3RD FLOOR REVIEW OF WASTEWATER SEWER CONNECTION FEES - MAY BE DISCHARGING WATER INTO THE PUBLIC SEWER NOT BASED ON WATER METER BUT PROCESS FLOW |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 07/24/2012 | CINDY AGUILAR | OUT TO CUSTOMER | Completed |