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 Number: T18CM05262
Parcel: 141220270

Address:
9175 S RITA RD

Review Status: Completed

Review Details: COMMERCIAL - NEW

Permit Number - T18CM05262
Review Name: COMMERCIAL - NEW
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
07/17/2018 MARTIN BROWN FIRE REVIEW Approved
07/19/2018 ROBERT SHERRY PLUMBING-COMMERCIAL REVIEW Reqs Change 1. Provide a site drawing showing the size, route, and slope of the building sewer and the location of its connection to the public sewer. Reference: Section 107.2.1, IBC 2012.
2. Appliances (e.g. beverage dispensers, 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 Section 608.13.1, IPC 2012 require backflow prevention. Specify the type of backflow prevention device required for each water connection. Water supply connections to beverage dispensers require backflow preventers conforming to ASSE 1022. Reference: Sections 608.1, 608.3, and 608.16.1, IPC 2012.
3. Verify that all of the vents (except for vents serving interceptors located outdoors) rise vertically to at least 6" above the flood rims of the fixtures they protect prior to running horizontally. (See the floor sinks and floor drains.) Reference: Section 905.4, IPC 2012.
4. Clarify the venting method used for the hand sink located on the serving line counter. Is it supposed to be an island vent? If so, add a cleanout to the vertical vent downstream of the 90-degree bend "to allow rodding of all vent piping located below the flood level rim of the fixture." (See detail 6/P-4.) Reference: Section 916.3, IPC 2012.
5. Revise the configuration of the natural gas sediment trap, as shown in detail 1/P-4, to comply with the requirements of Section 408.4, IFGC 2012 (i.e. the sediment trap is to be located downstream of the appliance shutoff valve, as close to the appliance as possible).
07/19/2018 ROBERT SHERRY WATER REVIEW Reqs Change Provide the civil plan referenced on sheet P-2 showing the location of the water meter, reduced pressure backflow assembly and the route of the water service to the building. Specify the material of construction for the water service pipe. Reference: Section 107.2.1, IBC 2012.
07/20/2018 ERIC NEWCOMB BUILDING-COMMERCIAL REVIEW Reqs Change 1. Sheet Index; Code Information: Please add the 2009 ICC/ANSI A117.1 accessibility code to this list.
2. Sheet Index (Code Information); Sheet PD (Project Data): The code information on Sheet Index indicates 87 occupants, while the project data on Sheet PD indicates 97. Please coordinate.
3. Sheet PD; Required Accessible Seating: Please revise the 2010 ADA reference to the 2012 IBC Section 1108.2.9.1 for the required number of accessible dining surfaces, and revise the wheelchair spaces as required.
4. Sheet PD; Exiting: The occupancy classification indicates "B". The remainder of the project data indicates "A-2". Per the IBC Section 303.1.1, if the occupant load is less than 50, you may classify an assembly occupancy as Group B. The occupant load is listed as 97, so this classification of Group B is not valid. Please revise as required.
5. Sheet PD; Project Data (Fire Sprinklers): Per the IBC Section 903.2.1.2, an automatic sprinkler system is required when: (1) Fire area exceeds 5000 SF; (2) Fire area occupant load is 100 or more; (3) Fire area is located on a floor other than the level of exit discharge. An automatic fire sprinkler system may be required for fire department issues.
6. Sheet SD-1; Detail 11: Please provide structural calculations for the light pole foundations.
7. Sheet SD-2; Detail 5: A note at the foundation indicates to see structural (general structural notes) for the wall reinforcing and footing reinforcing. That information was not located. Please verify.
8. Sheet A-1; Keyed Notes (2): This note references Sheet S-1 for a bollard detail. Please revise the reference.
9. Sheet A-1; Keyed Notes (6): This note references Detail 1 on Sheet A-4 for the menu board bulkhead. Please revise the reference.
10. Sheet A-1; Floor Plan: A building section is cut through the freezer/cooler and again below that section. Please remove the cut through the freezer/cooler.
11. Sheet A-3.1; Elevation 6: Please add the vertical grab bar (per the generic elevation at the top of the sheet).
12. Sheet A-4; Keyed Notes (5): This note references Detail 7/A4.1 for the menu board. Please revise the reference.
13. Sheet A-5; Keyed Notes (2): This note references a detail on this sheet for the roof access ladder. Please revise the reference (not found in these drawings).
14. Sheet A-6; Section 1: An enlarged detail at the foundation references C/A-9. Please revise the reference.
15. Sheet A-6; Section 2: An enlarged detail at the truss end references E/A-9. Please revise the reference.
16. Sheet A-7; Section 1: An enlarged detail at the window sill references D/A-9. Please revise the reference.
17. Sheet A-7; Sections 2 and 3: An enlarged detail at the sign canopy is unfinished. Please finish.
18. Sheet A-7; Sections 2 and 3: A note at the sign canopy references 2/A-7. Please revise the note.
19. Sheet A-7; Sections 2 and 3: An enlarged detail at the top of the sign structure references A/A-9. Please revise the reference.
20. Sheet A-8; Sections 2, 3, and 4: The roof trusses are indicated in the wrong direction. Please verify.
21. Sheet A-8; Section 4: An enlarged detail at the window sill references D/A-9. Please revise the reference.
22. Sheet A-8; Section 3: An enlarged detail at the top of the sign structure references A/A-9. Please revise the reference.
23. Sheet A-8; Section 2: An enlarged detail at the foundation references A/A-7. Please revise the reference.
24. Sheet A-8; Section 2: An enlarged detail at the top of the sign structure references C/A-9 similar. Please revise the reference.
25. Sheet A-8; Section 1: An enlarged detail at the foundation references A/A-9. Please revise the reference.
26. Sheet A-8; Section 1: An enlarged detail at the truss end references E/A-9. Please revise the reference.
27. Sheet S0.1; General Structural Notes (Deferred Submittals): Please add to Note 1 to follow the requirements of the IBC Section 107.3.4.1.
28. Sheet S0.1; General Structural Notes (Shop Drawings): Please add to Note 1 to follow the requirements of the IBC Section 107.3.4.1.
29. Sheet S0.1; General Structural Notes (Prefabricated Wood Truss Members): Please add to Note 12 to follow the requirements of the IBC Section 107.3.4.1.
30. Sheet S1.5 (Shear Wall Schedule); Structural Calculations (Sheet 35): The calculations indicate 10d nails required for values shown, while the schedule indicates 8d nails. Please verify.
31. Sheet S1.5 (Continuous Footing Schedule); Structural Calculations: The calculations for the steel tube frame foundation indicates a 4.50' wide footing, while the schedule indicates 4'-0". Please verify.
32. Sheet S4.1; Details A4 and B4: These details indicate masonry walls. Please remove as required.
33. Sheet S4.1; Detail A4: Is this detail used on this project? Remove as required, or indicate on the foundation plan.
34. Sheet S4.1; Detail B4: Please indicate the stem wall and footing per Detail A3 or B3.
35. Sheet S4.1; Details B2 and C2: Are these details used on this project? Remove as required, or indicate on the foundation plan.
36. Sheet S4.2 (Detail B4); Sheet SD-2 (Detail 7): Please coordinate the pipe bollard size and foundation.
37. Sheet S5.1; Detail C2: Please indicate this detail on a plan or on another detail.
38. Sheet S5.2; Detail B2: A note references A2/S5.1 for the attachment of the canopy tie rod to the stud wall. Please revise the reference.
39. Sheet S5.2; Detail B2: Note 10 indicates to reference the architectural drawings for additional canopy information. Please indicate those drawings.
40. Structural Calculations; Code Search: Please revise the occupancy group to A-2.
41. Structural Calculations; Sheet 1: Wall studs W1 and W2 appear to be at 16" o.c. per the calculations, while the Wood Stud Wall Schedule (Sheet S1.5) indicates W1 at 16" o.c. and W2 at 12" o.c. Please verify.
42. General: Please provide a Special Inspection Certificate.
43. General: Please provide written responses to all review comments.
07/20/2018 ERIC NEWCOMB COMMERCIAL IMPACT FEE COMMERCIAL IMPACT FEE PROCESSING Approved
07/26/2018 ROBERT SHERRY MECHANICAL-COMMERCIAL REVIEW Reqs Change 1. This project is under the jurisdiction of the City of Tucson, not Chandler (see General Note #8, Sheet M-1).
2. Revise the font size used on the drawings to a minimum height of 3/32-inch. Reference: Section 107.2.1, IBC 2012.
3. Demonstrate energy code compliance for the building envelope using calculations based on the current code (e.g. COMcheck). Reference: Sections C101.3, C101.5, C103.2, C303, and C401.2, International Energy Conservation Code 2012.
4. Show how one of the "Additional Efficiency Package Options" (C406, IECC 2012) is to be accomplished. Reference: Section C401.2, IECC 2012.
5. Provide heating and cooling load calculations, using the exterior design conditions shown in Section 302.2, IECC 2012, as modified by the City of Tucson.
6. Verify that the control system for the specified HVAC units is capable of automatically adjusting the start time of the HVAC equipment in order to bring the interior conditions to the desired temperature at the start of occupancy. Reference: Section C403.2.4.3.3, IECC 2012.
7. Verify that the proposed Type I hoods are equipped to automatically start the exhaust fans when cooking operations commence. Reference: Section 507.2.1.1, IMC 2012.
8. Provide structural calculations and details to show that the Type I hood is supported from the building structure in accordance with Section 507.6, IMC 2012 (the hood hanging weight plus the weight of personnel working in or on the hood). Reference: Section 302.1, IMC 2012.
9. Show that the hood installation complies with Section 507.9, IMC 2012 for clearances (i.e. 18" clearance to combustibles).
10. Clarify how the penetration of the ceiling by the broiler hood complies with Section 506.3.11, IMC 2012. Reference: section 507.10, IMC 2012.
08/01/2018 DAVID RIVERA ZONING REVIEW Reqs Change FROM: David Rivera
PDSD Zoning Review Section

PROJECT: T18CM05262 - New Building (Food Service Use) Related to DP18-0169, S18-029, DP14-0167
Building Plan Review (1st Review) Burger King
9175 S. Rita Road - C-2 per Rezoning Case C9-00-23

TRANSMITTAL DATE: August 1, 2018

DUE DATE: August 8, 2018

COMMENTS: Please resubmit revised drawings and any redlined plans along with a detailed response letter, which states how all Zoning Review Section comments were addressed.

1. COMMENT: Zoning has reviewed the building plans for compliance with the current revised and approved version of the development package DP14-0167. While the building footprint is consistent with the DP as it relates to the zoning review purview (Building footprint, Height, square footage, site conditions etc.) zoning cannot approve the building plans until the building plans have been approved by the PDSD Commercial Plans reviewers.

The building plans indicate that there is an outside dining area that was not indicated on the revised DP14-0167. This area must be included on the revised DP or removed from the building plans.

2. COMMENT: Zoning will review the building plans on the next submittal as it relates to the zoning review purview and compare the building plan footprint, building height, and square footage and location to ensure consistency with the DP. Contact Kelly Lee or Alexandra Hines for more information on the process for revising the DP, if the DP is to be revised to include the outside dining area.

3. COMMENT: If any changes are necessary, due to the PDSD Commercial Plan Reviewer's comments that affect or change the building footprint, height, or square footage, the DP will need to be updated prior to approval of the building plans by Zoning.

4. COMMENT: There is a Lot split application related to this project that has not been completed by the applicant. Copies of the recorded lot split documents have to be submitted to PDSD Zoning Review for final approval. Zoning cannot approve the building plans until the lot split application is completed.

5. COMMENT: Once the plans have been reviewed and approved by the PDSD Commercial Plan Reviewers and zoning has verified consistency with the DP, the building plans can be approved by zoning.


If you have any questions about this transmittal, Contact David Rivera on Tuesday or Wednesday at (520) 837-4957 or by email David.Rivera@tucsonaz.gov or contact Steve Shields, (520) 837-4956 or Steve.Shields@tucsonaz.gov

RESUBMITTAL OF THE FOLLOWING IS REQUIRED: building plans
08/01/2018 JOHN VAN WINKLE ENGINEERING REVIEW Reqs Change T18CM05262

1) Engineering has reviewed the building plans and they appear to be in conformance with the unapproved Development Package (DP). Once DP18-0169 has been approved, any outstanding commercial review comments on the building plans have been addressed and a new work flow has been opened, Engineering can conduct an over the counter review and approval. Call or email to schedule
2) Show on plans that any roof drains (downspouts) scupper underneath sidewalks or pedestrian walkways. Reference City of Tucson (COT) Technical Standard (TSM) 7-01.4.1.E. Coordinate as needed with the DP

John Van Winkle, P.E.
John.VanWinkle@tucsonaz.gov
520-837-5007
08/02/2018 DAN SANTA CRUZ ELECTRICAL-COMMERCIAL REVIEW Reqs Change Please address the following electrical plan review comments. Also provide a written response.
#1. Provide full compliance with the 2012 IECC for the lighting.
#2. Ref; Plan Sheet E3.
(a) The Main Breaker for the electrical service is not shown on the line diagram. Main is required per NEC 230.71.
(b) The line diagram shows the OCPD for panel 'D' rated at 200 amps. NEC 408.36.
(c) Ref; 2012 IBC sec 107.2.1, 2011 NEC.

Final Status

Task End Date Reviewer's Name Type of Review Description
09/14/2018 QJONES1 APPROVAL SHELF Completed
09/14/2018 QJONES1 OUT TO CUSTOMER Completed
09/14/2018 QJONES1 REJECT SHELF Completed