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Permit Review Detail
Review Status: Completed
Review Details: COMMERCIAL TI
Permit Number - T10CM01502
Review Name: COMMERCIAL TI
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 06/07/2010 | DAVE MANN | FIRE | REVIEW | Approved | |
| 06/10/2010 | ERIC NEWCOMB | BUILDING-COMMERCIAL | REVIEW | Denied | 1. Please provide a deferred submittal summary letter to Mr. LeeRay Hanly. 2. Please include Structural Sheets S-1, S-2 and S-3 plus all required calculations. 3. Please provide structural detailing and calculation for all roof top mounted HVAC units. 4. Please provide structural detailing and calculations for all Type 1 Exhaust Hoods. 5. The minimum font size for construction documents is 3/32", both upper and lower case. Most all sheets contained within this set of documents have lettering smaller than 3/32". Please comply with minimum font size for all sheets and resubmit. 6. Please delete all reference to ADA and refer to the 2006 IBC, Chapter 11 and ICC (ANSI 117.1, 2003 Edition) for all accessible standards. 7. Please provide accessible seating for both the interior and exterior dining as per the 2006 IBC, Section 1108.2.8 and ICC (ANSI 117.1), Section 902. Disperse seating through out the facility, not grouped in one single area. 8. Typical, generic accessible toilet details are not acceptable. Please show all accessible requiremnts and dimensions on the actual toilet room elevations. a. Please provide toilet elevations to a 3/8" scale. 9. Referenced elevation marks 16, 17, 18, 19 and 20 on sheet A-2 are incorrect. 10. Please provide Special Inspection Certificate for all required special inspections that may be required by your structural engineer. END OF REVIEW |
| 06/10/2010 | ROBERT SHERRY | WATER | REVIEW | Denied | Show the location of the water meter and the associated reduced pressure backflow assembly on the drawings; indicate the size of the backflow assembly. Reference: City of Tucson Backflow Prevention Ordinance. |
| 06/10/2010 | ROBERT SHERRY | PLUMBING-COMMERCIAL | REVIEW | Denied | 1. Submittal of the plans to the Pima County Health Department is required prior to approval from the City of Tucson. 2. This restaurant is assembly occupancy (A2); revise the fixture units for the water closets to reflect assembly occupancy per Tables 7-3 and A-2, UPC 2006. 3. Clarify the description of the water closets; per the plumbing fixture schedule they are supplied with 1-1/2" water supplies but key note 14 shows ¾" supplies. Reference: Section 103.2.3, UPC 2006. 4. The branch piping sizes called out for the urinal flush valve will result in a water velocity greater than 8 FPS. Limit the water velocity to less than 8 FPS for the copper piping. Reference: Sections 610.12 and A 6.1, UPC 2006 and IS 3-2003, Section 2.6. 5. 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. 6. Clarify the use of the 4-compartment sink. Indirect connections shall be used for compartments in direct contact with ready-to-eat food, compartments used for food preparation, or sanitizing compartments for utensils only. Reference: Sections 304.0 and 801.2.3, UPC 2006. 7. Clarify the trap sizes for the floor drains located in the restrooms. The plumbing fixture schedule appears to call for 3" traps but the waste and vent schematic shows 2" traps. Reference: Section 103.2.3, UPC 2006. 8. Revise keynote 10 on sheet P1. Copper is not a code requirement. A reduced pressure principle backflow prevention assembly is required between any copper piping and carbonated water. Reference: Section 603.4.12, UPC 2006. 9. Provide upper terminal cleanouts on horizontal drainage pipes (for both the sanitary waste and the grease waste) exceeding 5 feet in length. Horizontal drain lines serving sinks and urinals require cleanouts regardless of length. Reference: Sections 707.4 and 707.11, UPC 2006. 10. Revise the sizing of the gravity grease interceptor per Section 1014.3.6.1, UPC 2006; gravity grease interceptors are rated by their volume, not holding capacity in pounds. |
| 06/10/2010 | ROBERT SHERRY | MECHANICAL-COMMERCIAL | REVIEW | Denied | 1. Provide structural calculations to verify that the existing roof is capable of supporting the additional dead load due to the installation of the roof top equipment. Reference: Section 302.1, IMC 2006. 2. Provide structural calculations and details to show that the Type I hoods are supported from the building structure in accordance with Section 507.6, IMC 2006. Reference: Section 302.1, IMC 2006. 3. Clarify the operation of the Type I hoods and the hood exhaust fans. The hood shop drawing appears to state that operation of the cooking equipment in compliance with Section 507.2.1.1, IMC 2006 is "optional". 4. Provide information regarding the construction of the wall adjacent to the grease hood. Reference: Section 507.9, IMC 2006. 5. Correct the equipment data for EF-2; the fan model specified is not a down-blast, direct-drive exhauster and, according to the manufacturer, does no weigh 120 pounds. Reference: Section 106.3.1, IMC 2006. |
| 06/11/2010 | BETH GRANT | COMMERCIAL IMPACT FEE | COMMERCIAL IMPACT FEE PROCESSING | Passed | |
| 06/11/2010 | RICHARD JIROUDEK | ELECTRICAL-COMMERCIAL | REVIEW | Approved | |
| 06/11/2010 | GERRY KOZIOL | WWM | REVIEW | Denied | issued with grease trap need 5th floor credit evaluation needs to show locatpion/method of connection to public sewer- Chad - 3rd floor |
| 06/11/2010 | RONALD BROWN | ZONING HC | REVIEW | Denied | reference Commerical Building Comments |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 06/16/2010 | GERARDO BONILLA | OUT TO CUSTOMER | Completed |
| 06/16/2010 | SUE REEVES | REJECT SHELF | Completed |