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Permit Review Detail
Review Status: Completed
Review Details: COMMERCIAL - TI
Permit Number - T11CM02109
Review Name: COMMERCIAL - TI
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 07/07/2011 | GERRY KOZIOL | WWM | REVIEW | Denied | NEED PCRWRD CAPACITY REVIEW- CHAD AMATEAU- 740-6547 |
| 07/07/2011 | DAVE MANN | FIRE | REVIEW | Approved | |
| 07/12/2011 | ERIC NEWCOMB | BUILDING-COMMERCIAL | REVIEW | Denied | 1. SHEET G0.0 (PROJECT DATA); SHEET G0.1 (CODE SUMMARY): SHEET GO.0 INDICATES 265 TOTAL OCCUPANTS, WHILE SHEET G0.1 INDICATES 225. COORDINATE AND REVISE CALCULATIONS AS REQUIRED. 2. SHEET G0.0; PROJECT SUMMARY (APPLICABLE BUILDING CODES): THE ACCESSIBILITY CODE IS ICC/ANSI A117.1-2003. REVISE. 3. SHEET G0.1; CODE SUMMARY: REMOVE THE NOTE "BASED ON 2004 FLORIDA BUILDING CODE". 4. SHEET G0.1; SITE AND EXITING PLAN: THE ENTRY AT THE NW CORNER INDICATES "SINGLE DOOR EXIT", BUT SHOWS A DOUBLE DOOR. CLARIFY. 5. SHEET G0.2: THE SHEET REFERENCES ADAAG ACCESSIBILITY REQUIREMENTS. REVISE ALL VERBIAGE AND DETAILS PER THE ICC/ANSI A117.1-2003 (INCLUDING THE VERTICAL GRAB BAR ON DETAIL 12.1.1). 6. SHEET A8.1; WALL TYPE 3: PROVIDE INFORMATION ON THE SECTION INDICATING THE BRACING AT THE TOP OF THE WALL, INCLUDING BRACING SIZE, SPACING, AND CONNECTION TO THE EXISTING STRUCTURE ABOVE AND TO THE TOP OF THE WALL. 7. GENERAL: PROVIDE STRUCTURAL CALCULATIONS AND DETAILS FOR THE STORAGE PLATFORM FLOOR FRAMING, LINTELS, AND FOUNDATION REQUIREMENTS. 8. GENERAL: PROVIDE WRITTEN RESPONSES TO ALL REVIEW COMMENTS. |
| 07/18/2011 | ROBERT SHERRY | WATER | REVIEW | Denied | 1. Provide the size of the existing water meter and the total connected water demand that will result from this activity. Reference: Sections 610.1 and 610.2, UPC 2006. 2. Provide a site utility plan showing the location of the reduced pressure backflow assembly and indicate the size of the assembly. Reduced pressure backflow prevention assemblies are required to be installed directly after the water meter for buildings that have food service facilities. Reference: COT Backflow Prevention Ordinance, http://www.tucsonaz.gov/water/docs/backflow-ord.pdf |
| 07/19/2011 | ROBERT SHERRY | MECHANICAL-COMMERCIAL | REVIEW | Denied | 1. Clarify how the 10"x 8" supply air duct serving the restrooms is to be routed in the area of the storage platform. Reference: Section 106.3.1, IMC 2006. 2. The listing information for the specified Type I and Type II hoods indicates the high velocity supply diffusers are not to be located within ten feet of the hoods but hoods 3, 4, and 5 all have supply diffusers within two feet of them; explain how this installation conforms to the manufacturer's listing. Reference: Section 304.1, IMC 2006. 3. Revise the size of the combined grease duct serving EF-1 to provide a minimum velocity of 1500 feet per minute. Reference: Section 506.3.4, IMC 2006, as amended by the City of Tucson. 4. Show the locations of the cleanouts for the horizontal grease ducts serving exhaust fans #1 and #4. Reference: Sections 506.3.8 and 506.3.9, IMC 2006. 5. Provide a Type I hood over the 4-foot grill (hood # 5). Reference: Sections 507.1 and 507.2, IMC 2006. 6. Provide structural calculations and details 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. |
| 07/21/2011 | ROBERT SHERRY | PLUMBING-COMMERCIAL | REVIEW | Denied | 1. Revise the font size used on the drawings to a minimum of 3/32-inch (all upper case). Reference: Section 106.1.1, IBC 2006. 2. Provide plumbing plans (P1.0, P2.0, and P3.0) with a legible background. Reference: Section 106.3.1, IPC 2006. 3. Clarify the type of water heater that is to be installed; a single, storage-type water heater is shown on the plumbing drawings but two, instantaneous water heaters are specified. Reference: Section 106.3.1, IPC 2006. 4. Provide a design for the water heater vent (or vents); if the direct-vent appliances are not to be used, provide combustion air. Reference: Section 106.3.1, IFGC 2006. 5. Provide cleanouts for the sanitary and grease-laden waste systems per Section 708.0, IPC 2006. 6. Coordinate the natural gas inputs for the rooftop units and the kitchen appliances as shown on the mechanical and equipment drawings with the plumbing plans. The input values (loads) shown on sheet P6.0 do not appear to have any relationship with those shown on the mechanical schedule on sheet M2.0 or the equipment schedule on sheet A2.8. (The heating value for natural gas in this area is approximately 1,000 BTU per cubic foot.) Reference: Sections 106.3.1 and 402.2, IFGC 2006. 7. Provide calculation to show how the size of the natural gas piping has been determined. Include the equivalent length of pipe from each appliance termination to the utility meter. The size of the section of CSST serving the large grill will have to be calculated based on the manufacturer's sizing tables. Reference: Section 402.3, IFGC 2006. 8. Clarify the pressures noted on the gas riser diagram on sheet P6.0; assuming the unit of measure shown on the drawing ("oz") represents ounces-force per square inch, how will the "8 oz" pressure be reduced to "4 oz" for the rice cookers and the 4' flat grill? Reference: Section 410, IFCG 2006. 9. Provide justification for the size of the specified gravity grease interceptor. Oversized gravity grease interceptors can reduce the frequency of pumping the interceptor but low flows and solids accumulation can lead to odor problems and the production of hydrogen gas which can lead to structural damage of the interceptor. (The City of Tucson operates under the 2006 UPC and the size of gravity grease interceptors may be determined per Section 1014.3.6.1, UPC 2006.) 10. 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: Section 802.1, IPC 2006. |
| 07/26/2011 | RAY MAJUTA | ELECTRICAL-COMMERCIAL | REVIEW | Denied | T11CM02109 4386 N Oracle Rd. 150 Genghis Grill 1. All lettering and numbering to be 3/32'' size minimum per Commercial Submittal Requirements. 2. Sheet E-3, provide total load on service including load for this project. 3. Sheet E-3, the equipment ground with conductors from existing wireway to new tenant meter should be sized per 2005 NEC,250.66, since no overcurrent device ahead is noted. 4. Sheet E-3, provide fault current calculation levels for new panels. 5. Sheet E-3, the total connect loads for phases in panel B to be balalnced to within 15% per Commercial Submittal Requirements. 6. Sheet E-3, the ground connected to the 600 amp disconnect to be isolated from the neutral, indicate on drawing. 7. Sheet E-1, what type of switching to be installed for track lighting ? 8. The track lighting per 2005 NEC 220.43 is to be at 150 va per every 2 feet. How did you calculate ? 9. Circuit A-25 is used in a lighting circuit and as part of the circuit for RTU-4 ? 10. Circuit A-16 should be B-16 , A-4,6 should be B-4,6, A-9,11 should be B-9,11, ? 11. Circuit C-34 used on power plan,marked spare in panel ? 12. Cannot locate circuits C-11,27,33,8,10,18,20,22,30,36 ? Address each item is indicate how each was addressed. Ray T Majuta, Elect Pln Ck, PDSD, Tucson Az, 7/31/11, Ray.majuta@tucsonaz.gov |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 08/22/2011 | SUE REEVES | REJECT SHELF | Completed |
| 08/04/2011 | GERARDO BONILLA | OUT TO CUSTOMER | Completed |