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Permit Review Detail
Review Status: Completed
Review Details: COMMERCIAL - TI
Permit Number - T11CM02865
Review Name: COMMERCIAL - TI
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 09/07/2011 | MARTIN BROWN | FIRE | REVIEW | Denied | Please clarify stair removal indicated on sheet D.1. Previously a mezzanine? Location of exit signs leading to Dining room 7 and east hallway appear to blocked from public's view. Relocate. |
| 09/13/2011 | ROBERT SHERRY | PLUMBING-COMMERCIAL | REVIEW | Denied | 1. Water heaters with inputs of 200,000 BTUH or greater are classified as boilers and require approval from the Arizona Boiler inspector. Reference: Title 20, Chapter 5, Article 4, Arizona Administrative Code. 2. The maximum flow rates for plumbing fixtures shall be consistent with ARS Title 45, Chapter 1, Article 12, 45-313. (See text at: http://www.azleg.state.az.us/ArizonaRevisedStatutes.asp). In addition, accessible metering faucets shall remain open for a minimum of 10 seconds. Reference: Section 402.1, UPC 2006, as amended by the City of Tucson and Section 606.4, ICC/ANSI A117.1-2003. 3. Show how the building sewer (including the combination waste and vent system and the grease waste) connects to the public sewer system. Reference: Section 305.0, UPC 2006. 4. Provide information to show that the hub drains comply with Sections 411.1 and 804.1, UPC 2006. 5. Show that the restroom floors slope toward the floor drains. Reference: Section 411.2, UPC 2006. 6. Provide a floor drain in the kitchen near the 3-compartment sinks. Reference: Sections 411.2.2 and 704.3, UPC 2006. 7. Specify the thermostatic mixing valve shown in the water heater installation schematic. Reference: Sections 103.2.3 and 413.1, UPC 2006 and Section 504.3, IECC 2006. 8. The specified water heater is equipped with an 8" diameter draft hood. Revise the size of the double-wall flue to have a minimum effective area equal to the area of the draft hood outlet. Reference: Section 510.5.3, UPC 2006. 9. Clarify the type of urinal that is to be installed. The plumbing fixture schedule on sheet p.1 calls out a waterless urinal but the drainage fixture units calculation on sheet P.1, the water fixture units calculation on sheet P-3, and the water riser diagram also located on sheet P-3 all indicate a urinal equipped with a 1-GPF flush valve. If the urinals do have flush valves, the ¾" branch piping sizes called out will result in water velocities greater than 8 FPS. Limit the water velocity to less than 8 FPS for the copper piping. Reference: Sections 103.2.3, 610.12 and A 6.1, UPC 2006 and IS 3-2003, Section 2.6. 10. Provide direct waste connections for the wash and rinse sections of the 3-compartment sinks, with indirect connections for the sanitizing compartments only. Reference: Sections 304.0, 704.3, and 801.2.3, UPC 2006. 11. Appliances (e.g. ovens, ice makers, etc) 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. The water riser diagram on sheet P-3 calls for vacuum breakers at each water connection; specify the type of vacuum breaker to be installed and any mounting requirements for the vacuum breakers. Soda dispensers require the use of a reduced backflow prevention assembly. Specify the type of backflow prevention device required for each water connection. Reference: Sections 602.3, 603.0, and Table 6-2, UPC 2006. 12. Provide upper terminal cleanouts on horizontal drainage pipes exceeding 5 feet in length (horizontal drain lines serving sinks and urinals require cleanouts regardless of length). Reference: Section 707.4, UPC 2006. 13. Clarify the size of the west vent for the combination waste and vent system; it appears to have two size labels on sheet P-2. Reference: Sections 103.2.3 and 910.3, UPC 2006. 14. A vent connection for a combination waste and vent system shall be located downstream of the uppermost fixture. Reference: Section 910.3, UPC 2006. 15. Provide an accessible cleanout in the vent for the floor drain in the decoration area. Reference: Section 910.6, UPC 2006. 16. Clarify the size of the gas pipe located downstream of the pressure regulator serving the cook line and water heater; 1746 CFH at 50 feet developed length. Reference: Section 402.3, IFGC 2006. 17. Verify the size of the gas pipe located downstream of RTU-3, prior to the branches serving RTU-4 and RTU-5; 520 CFH at 150 feet developed length. Reference: Section 402.3, IFGC 2006. 18. Provide a sediment trap for the gas connection to the water heater. Reference: Section 1212.7, UPC 2006. 19. Provide an automatic fuel shutoff valve for the gas-fired convection oven located under the Type I hood in the cake bar. Reference: Section 904.11.2, IFC 2006. |
| 09/13/2011 | ROBERT SHERRY | MECHANICAL-COMMERCIAL | REVIEW | Denied | 1. Provide the installed weight of the rooftop A/C equipment. Reference: Section 106.3.1, IMC 2006. 2. Provide structural calculations to verify that the existing roof is capable of supporting the additional dead load due to the installation of the new and replacement equipment on the roof. Reference: Section 302.1, IMC 2006. 3. Show the size, routing, and termination of the condensate drains. Reference: Section 307.2, IMC 2006 as amended by the City of Tucson. 4. Provide information on the sequence of operation for the restroom exhaust fans to show that all of the air supplied to the restrooms will be exhausted. Reference: Section 403.2.1 (4), IMC 2006. 5. Provide structural calculations to show that the Type I and Type II hoods are supported from the building structure in accordance with Section 507.6, IMC 2006. Reference: Section 302.1, IMC 2006. 6. The kitchen equipment layout shows a gas-fired rice cooker extending beyond the end of the Type I hood. The rice cookers may be placed under a Type I or a Type II hood but in either case, the hood shall extend at least 6" beyond the appliances. Reference: Section 507.12, IMC 2006. |
| 09/13/2011 | ROBERT SHERRY | WATER | REVIEW | Approved | |
| 09/15/2011 | MICHAEL ST. PAUL | ZONING | REVIEW | Denied | A site plan (DS 2-02) with parking calculations for the shopping center is required. Demonstrate that the Food Services (restaurants) uses are less than fifty percent (50%) of the gross floor area (GFA) of the shopping center (LUC Section 3.3.1). (See notice.) |
| 09/19/2011 | RONALD BROWN | BUILDING-COMMERCIAL | REVIEW | Denied | SHEET T.1 1. Please include the 6,000 s.f. circulation area in the dining room areas and recalculate your oppancy load. a. The serving area should also be included as 1/200. b. After a new occupancy load is determined, please verify calculations for exits and toilet fixtures. SHEET A.1 2. At the typical wall detail, provide bracing to the bottom of the structure as required by the 2006 IBC, sectio 1607.13. SHEET A.2 3. Please change all ADAAG references to the 2006 IBC, Chapter 11 and ICC/ANSI 117.1, 2004 Edition. 4. Please provide large scale toilet plans and elevations showing all accessible code requirements which include horizontal and vertical dimensioning, clearances, accessories and toilet fixtures. 5. Provide structural details and calculations for the following: a. All new and replaced roof top mounted HVAC equipment. b. The exhaust hood. Also include a exhaust hood wall section showing all nonflamable materials and wall finishes. 6. Please provide last approved site plan. 7. If stairs are being demolished, they have to go to something. Please define that something and show a plan and denote what is to become of this something. 8. Please provide another set of drawings for permit review. We require two sets for approval. END OF REVIEW |
| 09/23/2011 | GERRY KOZIOL | WWM | REVIEW | Denied | NEED WASTEWAER IWC REVIEW & APPROVAL OF 2000 GAL GREASE INTERCEPTOR - TOM TOMCHAK- 443-6200 5025 W INA RD NEED 5TH FLOOR CREDIT EVALUATION NEED PCRWRD 3RD FLOOR CAPCITY EVALUATION - KURT STEMM- 740-6534 NEED TO SHOW EXSISTING LOCATION/METHOD OF CONNECTION TO PUBLIC SEWER- NEED TO REVIEW SIZING OF EXSISTING PRIVATE SEWER - MAY NEED DEQ REVIEW & APPROVAL IF OVER 3000 GAL/DAY - DAVE AMISH243-7400- 33 N STONE AV |
| 10/03/2011 | DAN SANTA CRUZ | ELECTRICAL-COMMERCIAL | REVIEW | Denied | REVIEW BY DAN SANTA-CRUZ. TO DISCUSS CORRECTION COMMENTS CALL 520-909-5173. 1) PROVIDE IECC CODE COMPLIANCE CERTIFICATE OR ATTACH COMPLIANCE DATA INTO "E" SHEETS 2) FOLLOWING COMMENTS ARE FOR SHEET E.3 a) SES SHOWN AS NEW BUT PANEL 'M' SHOWN AS EXISTING. PLEASE CLARIFY. b) PROVIDE AVAILABLE FAULT CURRENT CALCULATIONS AND RATING INFORMATION FOR ALL PANELS. c) PROVIDE WIRING SCHEMATIC FOR KITCHEN HOOD INTERLOCK SYSTEMS WITH MUA, FA, ANSUL, ETC. |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 10/13/2011 | CPIERCE1 | OUT TO CUSTOMER | Completed |
| 10/13/2011 | SUE REEVES | REJECT SHELF | Completed |