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Permit Review Detail
Review Status: Completed
Review Details: COMMERCIAL - NEW
Permit Number - T10CM03349
Review Name: COMMERCIAL - NEW
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 12/02/2010 | MARTIN BROWN | FIRE | REVIEW | Denied | Fire Comments: Sheet P-6 A backflow preventer is not required on the riser. Please include the following fire sprinkler design criteria to the plans. 1. Flow data (static pressure, residual pressure, GPM) Available from the Fire Department (520) 837-7029 or 837-7030. 2. The standard to be used in development of sprinkler system. (NFPA 13, NFPA 13R, or NFPA 13D) 3. The hazard classification of the building, including any special hazards. 4. The density required of the water supply. |
| 12/07/2010 | ROBERT SHERRY | WATER | REVIEW | Denied | 1. Reduced pressure backflow prevention assemblies for the domestic water service are required to be installed directly after the water meter. Reduced pressure backflow prevention assemblies are also required to be installed in locations accessible to Tucson Water. Reference: COT Backflow Prevention Ordinance, http://www.tucsonaz.gov/water/docs/backflow-ord.pdf 2. Tucson Water limits a 1-1/2" meter to a maximum demand of 50 GPM. Provide demand calculations to verify that this activity will have a demand that does not exceed 50 GPM. Reference: Sections 610.2 and 610.12, UPC 2006 |
| 12/08/2010 | RONALD BROWN | BUILDING-COMMERCIAL | REVIEW | Denied | 1. Most all the sheets included are non-compliant as to minimum lettering standard height of 3.32". Please revise these drawings and resubmit. 2. As per the 2006 IBC, Section 106.1 and 1704, Special Inspection Certifications shall be submitted for the special inspections required by the design professional. In the absence of this listing on the drawings, a list has been provided in the Conditions Sections of this application. Please have the design professional confirm this list and notify P&DSD accordingly of any changes. Please provide structural calculations for the following: a. Roof top mounted HVAC equipment b. Light pole foundations c. Kitchen exhaust hood d. RCMU fence 3. Please provide a wall section at the new kitchen hood showing non combustible wall construction material, stainless steel finish and all structural supports for the hood. 4. Please provide Health Department review project number. 5. Please provide a letter summary for all deferred submittals to the building official, Mr. Ron Boose for additional fee assessment. 6. Please provide in the structural calculations manual, a structural foundation and roof framing key plan for reference. END OF SUMMARY |
| 12/08/2010 | RONALD BROWN | ZONING HC | REVIEW | Denied | Please reference Building comments |
| 12/09/2010 | ROBERT SHERRY | PLUMBING-COMMERCIAL | REVIEW | Denied | 1. Provide the manufacturer's listing information for the flex-i-drain roof drains. Reference: Section 301.1.1, UPC 2006. 2. Show how the temperature of the hot water supply to the public lavatories is controlled. Reference: Section 413.1, UPC 2006 and Section 504.3, IECC 2006. 3. Appliances (e.g. ovens) to be directly connected to the water supply system that do not have listed, integral backflow preventers or integral air gaps conforming to Table 6-3, UPC 2006 require backflow prevention. Specify the type of backflow prevention device required for each water connection. Reference: Sections 602.3, 603.0, and Table 6-2, UPC 2006. 4. A double check valve is not acceptable for protecting the water supply to a carbonator; a reduced pressure principle backflow prevention assembly is required. Reference: Section 603.4.12, UPC 2006. 5. Clarify the backflow device to be used with equipment items 74, 93, 95, and 97; a Watts model SD3 is not a vacuum breaker. Reference: Section 103.2.3, UPC 2006. 6. Show size, route and termination of the temperature relief piping from the water heaters. Reference: Section 608.5, UPC 2006. 7. Any joints for copper water piping installed below the slab shall be brazed, not soldered. Reference: Section 609.3.2, UPC 2006. 8. Provide water pressure and water pipe sizing calculations. Include the demand and water velocities resulting from the inclusion of the Piranha fire suppression system in the domestic water distribution system. Reference: Sections 610.1 and 610.12, UPC 2006. 9. Provide a schedule of waste fixture units for all plumbing fixtures using the values shown in table 7-3, UPC 2006. Include the total number of each fixture being installed. Reference: Sections 103.2.3 and 703.1, UPC 2006. 10. Revise the slope of the horizontal drainage piping to comply with the requirements of Section 708.0, UPC 2006. 11. Provide a direct waste connection for the wash and rinse sections of the 3-compartment sink, with an indirect connection for the sanitizing compartment only. Reference: Sections 304.0, 704.3, and 801.2.3, UPC 2006. 12. Provide a vent for each fixture trap. Reference: Sections 901.0 and 910.1, UPC 2006. 13. Clarify the installation of the sample well (detail 2/P6); sheet C5.0 appears to show the sanitary sewer connecting to the sample well along with the effluent from the grease interceptor. Reference: Section 1014.1.2, UPC 2006. 14. Provide calculations to show how the size of the gravity grease interceptor was determined. Reference: Section 1014.3.6.1, UPC 2006. 15. Verify the size of the section of natural gas pipe that serves the water heaters; a 2" pipe is not capable of conveying 999.5 CFH with a 0.3" (or even a 0.5") W.C. pressure loss at a developed length of 150 feet. In addition, provide calculations to verify the capacity of 3-1/2" carbon steel pipe specified in detail 1/P7. Reference: Sections 1217.1 and 1217.3, UPC 2006. 16. Revise the gas piping riser diagram (1/P7) to clearly indicate the required sizes of the branch piping and the manifolds. Reference: Sections 103.2.3 and 1217.1, UPC 2006. |
| 12/10/2010 | ROBERT SHERRY | MECHANICAL-COMMERCIAL | REVIEW | Denied | 1. Provide energy code compliance calculations using the correct climate zone (Pima County < 4,000 feet). Provide sufficient detail on the drawings to evaluate the energy compliance of the building envelope. The information on the drawing shall, as a minimum, include U-factors and the SHGC of the fenestration components and the U-factors for the doors. Include all of the exterior doors on the energy calculations. Reference: Sections 101.4 and 104.2, International Energy Conservation Code 2006. 2. Condensate drains may not discharge directly onto the roof. See Section 307.2.1, IMC 2006, as amended by the City of Tucson for approved condensate drain terminations. 3. The occupant load used to calculate the required ventilation is not necessarily the same as the occupant load used for calculating exiting requirements (e.g. sheet CS1). The occupant load used for calculating the minimum required ventilation is to be based on Table 403.3, IMC 2006 or an approved engineering analysis of the specific occupancy type. Reference: Section 403.3, IMC 2006. 4. Clarify the duct construction noted in keynote #13 on sheet M1. Reference: Sections 506.3 and 506.4, IMC 2006. 5. Revise the size of the grease duct serving the fryer hood, H-51L, to provide a minimum velocity of 1500 feet per minute. Reference: Section 506.3.4, IMC 2006, as amended by the City of Tucson. 6. Provide the listing information for exhaust fans EF-1, EF-2, EF-3, EF-4, EF-5, and EF-6. Reference: Section 506.5, IMC 2006. 7. Provide structural details to show how the Type I and Type II hoods are connected to the building structure. Reference: Sections 302.1 and 507.6, IMC 2006. 8. Provide the listing information for the Type I hoods. Reference: Sections 507.1 (exception 1) and 507.13, IMC 2006. |
| 12/14/2010 | RAY MAJUTA | ELECTRICAL-COMMERCIAL | REVIEW | Denied | Project: T10CM03349 950 W Irvington Texas Roadhouse The electrical plans have been denied for the following: 1. Sheet E-3, show how your calculation for demand load came out to 280 KW. 2. Sheet E-3, notes under MDP#1 indicate that the design for fault current is based upon the use of an intergrated rated system in order to allow the use of 10K aic at Branch Panels. Panels intregrated equipment rating to be 65K aic. City of Tucson requires on first build outs for a fault current caculation to be submitted with electrical plans. Ray T Majuta Electrical Plans Review, PDSD, City of Tucson, 12/21/10, Ray.Majuta@tucsonaz.gov |
| 12/16/2010 | ELIZABETH LEIBOLD | ENGINEERING | REVIEW | Denied | Engineering does not recommend approval of the building plan set until the development plan D10-0039 is approved. |
| 12/21/2010 | GERRY KOZIOL | WWM | REVIEW | Denied | NEED TO PROVIDE APPROVED REVISED DP (WW APPROVED) NEED CAPACITY EVALUATED AND/OR POINT AND METHOD OF CONNECTION (PMOC) APPROVED BY PCRWRD DEV LIAISON UNIT- 3RD FL PWB- 740-6534 CONSTRUCTING IN OR OVER AN EASEMENT IS PROHIBITED UNLESS PRIOR PERMISSION HAS BEEN OBTAINED FROM PARTY RESPONSABLE FOR THAT EASEMENT BACK WATER VALVE MAY BE REQUIRED IF FINISHED FLOOR ELEVATION IS NOT 12" ABOVE FLOOD RIM OF THE CLOSEST UPSTREAM MANHOLE NEEDS IWC REVIEW/APPROVAL- TOM TOMCHAK- 443-6200- 5025 W INA RD |
| 12/22/2010 | TERRY STEVENS | ZONING | REVIEW | Denied | Zoning cannot approve the building plans until approval of the development plan. Compliance with the DP plans is required. D10-0039 |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 12/29/2010 | GERARDO BONILLA | OUT TO CUSTOMER | Completed |
| 12/29/2010 | SUE REEVES | REJECT SHELF | Completed |