Permit Review Detail
Review Status: Completed
Review Details: COMMERCIAL - TI
Permit Number - T12CM05046
Review Name: COMMERCIAL - TI
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 10/03/2012 | MARTIN BROWN | FIRE | REVIEW | Approved | |
| 10/05/2012 | RAY MAJUTA | ELECTRICAL-COMMERCIAL | REVIEW | Approved | |
| 10/09/2012 | STEVE SHIELDS | ZONING | REVIEW | Denied | PDSD TRANSMITTAL FROM: Steve Shields Lead Planner PROJECT: Dunkin Donuts - 2553 N. Campbell Avenue T12CM05046 Building Plan (1st Review) TRANSMITTAL DATE: September 27, 2012 1. The building plan has been reviewed by Zoning Review Section but cannot approve the plan until all zoning comments or concerns have been addressed. 2. Zoning can not approve the building plan until a development package has been approved. 3. Zoning will re-review the building plan on the next submittal to insure compliance with the approved development package. Additional comments may be forthcoming. If you have any questions about this transmittal, please contact me at Steve.Shields@tucsonaz.gov or (520) 837-4956 |
| 10/09/2012 | RONALD BROWN | BUILDING-COMMERCIAL | REVIEW | Approv-Cond | 1. Sheets S-1 and S-1.2: All lettering is below the required COT standard of 3/32" actual size, upper and lower case. 2. Please provide the completed certification for special inspectors as outline on sheet S1.2. 3. Insure that the truss manufacturer includes all structural calculations for the roof top mounted HVAC load conditions. 4. Two hours of plan review time has been added for the deferred truss submittal. END OF REVIEW |
| 10/12/2012 | ROBERT SHERRY | WATER | REVIEW | Denied | Provide a letter from Tucson Water confirming that a 1-1/4" water meter will be available for this project (normally, 1", 1-1/2" and 2" meters are available). If the meter is to be sized for a future demand of 100 GPM, a 2" meter will be required by Tucson Water; a 1-1/2" water meter is limited to a maximum demand of 75 GPM by Tucson Water. |
| 10/15/2012 | ROBERT SHERRY | PLUMBING-COMMERCIAL | REVIEW | Denied | 1. Clarify the submitted water pressure calculations; the calculations show an allowable loss for friction of 7.2 PSI/100 Feet but the note calls out an allowable loss for friction of 28.3 PSI/100 Feet and refers to charts and tables from the UPC. 2. Provide cleanouts for all horizontal drains. Reference: Section 708.3.1, IPC 2006. 3. Detail 9/P-3 shows the installation of a flow control device for the 3-compartment sink but nothing indicates the installation of flow control devices for the other three fixtures that are connected to the hydromechanical grease interceptor. Show how the total flow to the hydromechanical grease interceptor is to be controlled or provide a hydromechanical grease interceptor with an integral flow control device. Reference: Sections 1003.2 and 1003.3.4.2, IPC 2006. 4. Correct the depiction of the vented trap for the 3-compartment sink in detail 9/P-3; the vent is to be located downstream of the trap to protect the trap. Reference: Section 901.2, IPC 2006. 5. Revise the size of the main gas pipe to conform to the size shown in Table 402.4(1), IFGC 2006: 459 CFH at 50-feet requires a 1-1/2" pipe. Reference: Section 402.1 and 402.3, IFGC 2006. |
| 10/15/2012 | 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. 2. Provide calculations demonstrating adequate ventilation based on Section 403, IMC 2006. (Note that Section 403.3, IMC 2006, as amended by the City of Tucson also allows the use of the ASHRAE 62-1-2004 ventilation calculation procedure provided that the default occupant densities are used.) |
| 10/15/2012 | GERRY KOZIOL | WWM | REVIEW | Denied | 1: DUNKIN DOUGHNUTS 2: CONNECTING TO EXISTING ON-SITE PRIVATE SEWER PER DRAWINGS & PERMIT #ZP-8499 DATED 05/30/73 3: CONNECTING TO EXISTING 1-1/4 WATER METER PER DRAWINGS- NEED WATER SUPPLIER VERIFICIATION OF EXISTING WATER METER 4: NEED WASTWATER/IWC/REVIEW OF 50 GPM/100# INTERIOR GREASE TRAP- RUSTY 724-6200 - 3035 W EL CAMINO DEL CERRO |