Microfiche records prior to 2006 have not been completely digitized and may not be available yet on PRO. If you can not find what you are looking for please submit a records request.
Permit Review Detail
Review Status: Completed
Review Details: COMMERCIAL - NEW
Permit Number - T20CM08649
Review Name: COMMERCIAL - NEW
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 01/11/2021 | DAN SANTA CRUZ | ELECTRICAL-COMMERCIAL | REVIEW | Reqs Change | Please address the following electrical plan review comments. Also provide a written response. 1. Provide plans and evidence on the plans that the proposed exterior lighting fully complies with the Outdoor Lighting Code. See section 104 for plan submittal requirements. 2. Provide lighting plans with the following information on the plans; (a) Provide a complete luminaire schedule. (b) Size of the parcel in acres. (c) See table 401.1, lighting area and option and indicate this information in the lighting site plan, also showing the locations and types of all exterior luminaires including existing. (d) 402.1 (light source color temperature requirements), shielding requirements, etc . (e) Provide calcs for total lumens allowed and total lumens proposed per acre including existing, for Full Cut Off and Unshielded per table 401.1. (f) Indicate whether or not a special inspection is required per sec. 104.2.2, and 106.2. (g) Specify any exceptions used. (h) Curfew lighting controls If applicable. Do not confuse the Outdoor Lighting Code with the IECC. Ref; 2017 NEC, 2012 Tucson/Pima County Outdoor Lighting Code (OLC), 2018 IBC sec 107.2.1. 2018 IECC. |
| 01/12/2021 | ERIC NEWCOMB | BUILDING-COMMERCIAL | REVIEW | Reqs Change | 1. Sheet G001; Building Information: Please indicate the 2009 Edition of the ICC/ANSI A117.1 Accessibility Code. 2. Sheet G001; Deferred Submittals: Please add the prefabricated wood roof trusses to this list. 3. Sheet G001 (Building Information); Sheet G100 (Calculated Occupant Load): The Building Information indicates the covered patio area as 1076 SF, while the Calculated Occupant Load indicates 446 SF. Please clarify. 4. Sheet G100; Egress Plan: Please indicate on this plan the various exit access travel distances, and verify those distances meet the requirements of the IBC Table 1017.2. 5. Sheet A501; Detail B3: The detail references the 2012 IMC for roof ladder requirements. Please revise the code reference. 6. Sheet A503; Plan A1: A note references Panama City Beach for the warming pit. Please revise that reference. 7. Sheet S010; Deferred Submittals: The submittal requirements references the state of New Mexico for the building components. Please revise those references. 8. Sheets S110 and S120; Plans: Please add north arrows to the plans. 9. Structural Calculations; Cover: The registered design professional shall provide the date the seal was signed. 10. Structural Calculations; Page 14: The bending and axial analysis indicates this member failed. Please verify. 11. Structural Calculations: Please provide the structural calculations for the building foundation design. 12. General: Please provide the Special Inspections Certificate with Parts A and B completed. This form may be found at www.tucsonaz.gov/PDSD. 13. General: Please provide written responses to all review comments. |
| 01/25/2021 | LSHAMIS1 | COMMERCIAL IMPACT FEE | COMMERCIAL IMPACT FEE PROCESSING | Completed | |
| 02/05/2021 | STEVE SHIELDS | ZONING | REVIEW | Reqs Change | ZONING REVIEW TRANSMITTAL FROM: PDSD Zoning Review PROJECT: T20CM08649 2180 E Ajo Way New Restaurant TRANSMITTAL: February 5, 2021 This site is located in the C-2 zone (UDC 4.7.21). An Food Serevice is a permitted use in this zone (Table 4.8-4) Subject to Use-Specific Standards 4.9.4.M.1 and 4.9.13.P 1. The provided building plan has been reviewed for compliance with Development Package DP20-0204 and although the building plans appear to match the DP Zoning cannot approve the building plans until the DP has been approved and all PDSD building review agencies have approved the building plans. If you have any questions about this transmittal, please contact Elisa Hamblin, (520) 837-4966 or Elisa.Hamblin @tucsonaz.gov |
| 02/05/2021 | LOREN MAKUS | ENGINEERING | REVIEW | Reqs Change | Development Package must be approved first. |
| 12/17/2020 | ROBERT SHERRY | MECHANICAL-COMMERCIAL | REVIEW | Reqs Change | 1. Demonstrate energy code compliance for the building envelope using calculations based on the current code. Reference: Sections C101.5, C103.2, C303, and C401.2, International Energy Conservation Code 2018. 2. Show how one of the "Additional Efficiency Package Options" (C406, IECC 2018) is to be accomplished. Reference: Section C401.2, IECC 2018. 3. Revise the width of the roof access ladder to provide not less than 18" between the rails. Reference: Section 306.5, IMC 2018. 4. The City of Tucson has adopted the 2018 IMC as the approved method for calculating ventilation requirements. Provide calculations to show that the ventilation system is sized in accordance with Section 403.3, IMC 2018; for HVAC systems serving multiple zones, see Section 403.3.1.1.2.3, IMC 2018. 5. The outside air and make-up airflow rates significantly exceed the exhaust airflow rates. Correct the arithmetic in the Air Balance Schedule and show how over-pressurization of the building will be avoided. Reference: Section 501.4, IMC 2018. |
| 12/17/2020 | ROBERT SHERRY | PLUMBING-COMMERCIAL | REVIEW | Reqs Change | 1. Provide the civil plans noted on sheet MEP 100 showing the installation of the water service to the building and the installation of the building sewer. An approved development plan is not to be used for construction of on-site utilities (e.g. water service to the building, building sewer, etc.). Reference: Sections 104.2 and 107.2.1, IBC 2018. 2. Coordinate the water heater schedules, gas inputs, and tag names. On sheet P002 the water heaters are called out as GWH-1 and TWH-1, 199 CFH and 150 MBH. Reference: Section 107.2.1, IBC 2018. 3. Coordinate the gas piping calculations. On sheet P002 the total gas demand is 1667 MBH with a developed length of 163-feet but on sheet P300 the total gas demand is 1712 MBH with a developed length of 147-feet. Verify the pipe sizes once the gas demand and developed pipe length is settled. Reference: Section 107.2.1, IBC 2018. 4. The trench drains for the smokers are shown as having a polyethylene barrier and the recessed pit drain is shown with a chlorinated polyethylene membrane to provide an impervious basin. Show how the 500-gallon grease holding tank will be constructed to be impervious. Reference: Section 107.2.1, IBC 2018. 5. Revise the configuration of the natural gas sediment trap, as shown in the gas connection detail on sheet P400, to comply with the requirements of Section 408.4, IFGC 2018. 6. Coordinate both the waste riser diagram and the water riser diagram with the plumbing floor plan in the kitchen and the restrooms. Reference: Section 107.2.1, IBC 2018. 7. Provide a direct connection to the building drainage system for all plumbing fixtures except as allowed by Chapter 8, IPC 2018 (e.g. hand sink, HS-1). Reference: Section 301.3, IPC 2018. 8. Provide tempered water for the restroom lavatories using approved devices conforming to ASSE 1070. Reference: Sections 419.5 and 607.1.2, IPC 2018 9. Provide metering faucets for the lavatories, dispensing a maximum of 0.25 gallons per metering cycle. Verify that the faucet cycle will last for at least 10-seconds. Reference: Section 419.6, IPC 2018, as amended by the City of Tucson and Section 606.4, ICC/ANSI A117.1-09. 10. Verify that the distance from the hot water source to the hot water termination for the public lavatories complies with the requirements of Section C404.5, IECC 2018 (e.g. 24" for a ½" pipe, 6" for a ¾" pipe). 11. At a minimum, coffee machines and non-carbonated beverage dispensers require the use of a backflow preventer listed to either ASSE 1022, ASSE 1024, or an air gap. The specified backflow prevention assembly, Watts 007-QT-S is listed to ASSE 1015. Reference: Section 608.17.1.2, IPC 2018 12. Interior waste piping upstream of the grease interceptor shall have a minimum slope of ¼" per foot (2% slope). Reference: Section 704.1, IPC 2018. 13. Provide separate indirect waste pipes for each food-handling fixture (e.g. S-2, a 3-compartment sink - curiously shown as a 4-compartment sink) to protect against cross-contamination or fouling. Reference: Section 801.2, IPC 2018. 14. The trench drain located in the service yard appears to be part of a combination waste and vent system. Verify that no food waste disposers will be discharging through the combination waste and vent system. Reference: Section 915.1, IPC 2018. 15. Provide a vent downstream of the gravity grease separator to protect the seal for the grease separator. Reference: Section 1003.9, IPC 2018. 16. Provide location and sizing information for gutters and downspouts. Reference: Sections 1106.1 and 1106.6, IPC 2018. |
| 12/17/2020 | ROBERT SHERRY | WATER | REVIEW | Reqs Change | Reduced pressure backflow prevention assemblies are required to be installed directly after the water meter for buildings that have food service facilities and in locations accessible to Tucson Water. See the civil drawings for the proposed location of the reduced pressure backflow prevention assembly. Reference: Chapter XXVII, Article V, Section 27-72, the Tucson Code, http://www.tucsonaz.gov/files/water/docs/backflow-ordinance.pdf |
| 12/18/2020 | JVINCEN1 | FIRE | REVIEW | Approved |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 02/08/2021 | PCAMARE1 | OUT TO CUSTOMER | Completed |