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Permit Review Detail
Review Status: Completed
Review Details: COMMERCIAL - NEW
Permit Number - T15CM07472
Review Name: COMMERCIAL - NEW
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 10/28/2015 | KEN BROUILLETTE | FIRE | REVIEW | Approved | |
| 11/04/2015 | STEVE SHIELDS | ZONING | REVIEW | Reqs Change | PDSD TRANSMITTAL FROM: Steve Shields Lead Planner PROJECT: CPSC Hooters - 7280 E. Broadway Blvd. T15CM7014 Building Plan (1st Review) TRANSMITTAL DATE: November 4, 2015 1. The building plan has been reviewed by Zoning Review Section but cannot approve the plan until all zoning comments or concerns have been addressed. 2. The building plans appear to match development package DP15-0133 but cannot approve the building plans until the development package has been approved by all PDSD review agencies. 3. Until the above comments have been addressed and all other PDSD review agencies have approved the building plans zoning cannot approve. If you have any questions about this transmittal, please contact me at Steve.Shields@tucsonaz.gov or (520) 837-4956 |
| 11/05/2015 | PAUL BAUGHMAN | ENGINEERING | REVIEW | Reqs Change | When the development package is approved by engineering then this permit will be able to be approved also. some comments may be forthcoming in a subsequent submittal depending on the contents of the geotechnical report once it is submitted for review. Request made for geotechnical report in 1st submittal engineering comments and on October 30, 2015 by email to engineer. Per November 30 review of the geotechnical report, there is existing uncompacted fill that needs to be noted for removal. Please add a general note. There is a requirement for 3 feet of engineered fill beneath all structural foundations and extending 5 feet beyond the limits of the foundations. A general note needs to be added. |
| 11/12/2015 | ROBERT SHERRY | WATER | REVIEW | Completed | |
| 11/13/2015 | ROBERT SHERRY | MECHANICAL-COMMERCIAL | REVIEW | Passed | |
| 11/13/2015 | ROBERT SHERRY | PLUMBING-COMMERCIAL | REVIEW | Reqs Change | 1. Verify the invert elevations of the proposed building drains; the invert elevation near column 5-c.9 appears to be nearly 550 feet below the finished floor elevation. 2. Correct the arrangement of the cleanout shown downstream of the vent for the gravity grease interceptor and the cleanout shown at the change of direction prior to the gravity grease interceptor. Reference: Sections 706.3 and 708.5, IPC 2012. 3. Specify the materials to be used for the roof drains and storm drainage conductors. Reference: Sections 1102.1 and 1102.2, IPC 2012. 4. Revise the stated scale on the plumbing roof plan. Verify that the roof drainage areas include the effect of adjoining vertical surfaces. Reference: Section 107.2.1, IBC 2012 and Section 1106, IPC 2012. |
| 11/17/2015 | DAN SANTA CRUZ | ELECTRICAL-COMMERCIAL | REVIEW | Reqs Change | Please address the following Electrical Plan Review Comments. #1. Provide fault current values at the electrical service equipment, including Panel 'MDP' rating. #2. Verify color source output temperature for exterior lighting is in compliance with sec. 402.1 ( 3500K ), of the Tucson / Pima County Outdoor Lighting Code. Ref: IBC sec. 107.2.1 And the City of Tucson Commercial Plan Submittal Requirements. |
| 11/27/2015 | ERIC NEWCOMB | BUILDING-COMMERCIAL | REVIEW | Reqs Change | 1. SHEET AS1.1; KEYNOTES: NOTE 7 WAS NOT LOCATED ON THE PLAN. PLEASE VERIFY. 2. SHEET AS1.1; DETAIL 6: PLEASE PROVIDE A HEIGHT OF THE BOLLARD STEEL PIPE ABOVE FINISHED GRADE. 3. SHEET A1.1; CLERESTORY PLAN: PLEASE INDICATE SECTION 1/A4.0 ON THE PLAN. 4. SHEET A1.1; CLERESTORY PLAN: PLEASE REVISE THE KEYNOTE 9 ON THE PLAN NEAR GRIDS 4 AND B.1 TO NOTE 2. 5. SHEET A1.1; CLERESTORY PLAN: KEYNOTES 4 AND 5 WERE NOT LOCATED ON THE PLAN. PLEASE VERIFY. 6. SHEET S0.1; STRUCTURAL NOTES (FOUNDATIONS): PLEASE PROVIDE THE GEOTECHNICAL REPORT (ONE COPY) FOR REVIEW. 7. SHEET S1.1; FOUNDATION PLAN NOTES: PLEASE REVISE THE STEEL COLUMN REFERENCE TO C6X2. 8. GENERAL: STRUCTURAL CALCULATIONS WERE NOT INCLUDED FOR THIS REVIEW. FURTHER REVIEW OF THE STRUCTURAL DRAWINGS DURING THE NEXT SUBMITTAL WILL BE REQUIRED AND MAY PRODUCE ADDITION COMMENTS. 9. GENERAL: PLEASE PROVIDE WRITTEN RESPONSES TO ALL REVIEW COMMENTS. |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 12/10/2015 | EGALLET1 | OUT TO CUSTOMER | Completed |