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 - T11CM00396
Review Name: COMMERCIAL - NEW
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 02/04/2011 | RONALD BROWN | ADA | REVIEW | Passed | Not a COT owned or operated property |
| 02/07/2011 | JASON GREEN | ENGINEERING | REVIEW | Denied | DATE: February 7, 2011 REVIEWER: Jason Green, CFM ACTIVITY: T11CM00396 (Building Plan) and T11CM00397 (Canopy) SUMMARY: Engineering Division of Planning & Development Services Department has received the building plan (T11CM00396) and canopy plan (T11CM00397). Engineering Division does not recommend approval of the building plan applications at this time. The following items need to be addressed: BUILDING PLAN COMMENTS: 1) Engineering could not verify that the building plan was in compliance with a stamped approved Development Plan Package (D10-0046). Please submit a copy of the stamped approved Development Plan, landscape, and NPPO plans with the next building plan submittal. 2) Engineering will re-review the building plan on the next submittal to insure compliance with the approved and stamped Development Plan. Additional comments may be forthcoming. GENERAL COMMENTS: Please provide the building plan with a copy of the last approved Development Plan (D10-0046). Further comments may be generated upon resubmittal of the building plan review. For questions or to schedule an appointment I can be reached at 837-4929. Jason Green, CFM Senior Engineer Associate Engineering Division COT Development Services |
| 02/10/2011 | ERIC NEWCOMB | BUILDING-COMMERCIAL | REVIEW | Denied | 1. COVER SHEET: CITY OF TUCSON STANDARDS REQUIRE ALL LETTERING TO BE A MINIMUM OF 3/32" IN HEIGHT. REVISE INDEX. 2. SHEET N101; BUILDING EXITING REQUIREMENTS: THE COMMON PATH OF TRAVEL REFERENCE TO THE IBC SECTION 1014.31 IS INCORRECT. REVISE. 3. SHEET N102; REQUIRED CLEARANCE FLOOR PLAN: REVISE THE FLOOR PLAN SCALE REFERENCE. 4. SHEET A101 (FLOOR PLAN); SHEET A502 (DETAIL A8): DETAIL A8 TITLE REFERENCES FREEZER, BUT THE DETAIL ON THE PLAN (AT GRID 7.1) IS AT THE COOLER/SUPPORT. CLARIFY. 5. SHEET A101 (FLOOR PLAN); SHEET A530 (DETAIL F5): DETAIL F5 INDICATES A FREEZER ASSEMBLY JOINED WITH A COOLER, WHILE THE DETAIL ON THE PLAN (AT GRID 7.1) IS AT THE COOLER/RESTROOM. CLARIFY. 6. SHEET A101 (FLOOR PLAN); SHEET A561 (ALL "A" DETAILS): DOES THE REFERENCE TO DETAIL A561 (IN THE MEN'S RESTROOM) INCLUDE A1, A5, A9, AND A13? REVISE DETAIL REFERENCE AS REQUIRED. 7. SHEET A405; SECTION A1: AT THE BASE OF THE WALL, A DETAIL F1-A512 (SIM) IS REFERENCED. THIS DETAIL WAS NOT USED. REVISE. 8. SHEET A410; SECTIONS A4, A10, AND A13: THESE SECTIONS REFER TO DETAIL M7-A410 AT THE ROOF. THE SECTIONS INDICATE THE WALL EXTENDS TO THE ROOF DECK, WHILE THE DETAIL AT M7 INDICATES THE WALL STOPS AT THE BOTTOM OF THE JOISTS. CLARIFY. 9. SHEET A411; SECTIONS A1, A4, A7, A10, AND A13: THESE SECTIONS REFER TO DETAIL M7-A410 AT THE ROOF. THE SECTIONS INDICATE THE WALL EXTENDS TO THE ROOF DECK, WHILE THE DETAIL AT M7 INDICATES THE WALL STOPS AT THE BOTTOM OF THE JOISTS. CLARIFY. 10. SHEET A413; SECTION A9: A NOTE ABOVE THE CEILING INDICATES "2X FIRE RETARDANT BLOCKING". PROVIDE ON THE DETAIL. 11. SHEET A501; DETAIL L13: SHOULD THE GRID LINE BE LOCATED AT THE FACE OF THE CMU WALL? VERIFY. 12. SHEET A511; DETAIL K1: A DETAIL REFERENCE IS MADE TO A8-A520. THERE IS NO DETAIL A8 ON SHEET A520. REVISE. 13. SHEET A561; "A" DETAILS: THERE ARE TWO A9 DETAILS ON THIS SHEET. REVISE. 14. SHEET A701; DETAIL L13: A NOTE FOR A TS6X6X3/16 POINTS TO THE SOIL BENEATH THE FOOTING. CLARIFY. 15. SHEET S130 (ROOF FRAMING PLAN); ROOF FRAMING SECTIONS: THE SECTIONS INDICATE TO REFERENCE THE PLAN FOR THE ROOF DECK. WHERE ARE THE ROOF DECK SPECIFICATIONS NOTED ON THE PLAN? CLARIFY. 16. SHEET S130; ROOF FRAMING PLAN: INDICATE ON THE PLAN ALL LINTEL LOCATIONS AND REFERENCE L7-S502. 17. SHEET S501; SECTION A13: THE SECTION CUT A10-S501 IS INCORRECT. REVISE. 18. SHEET S502; SECTION D14: CALL OUT OR REFERENCE THE DECK BEARING ANGLE. 19. SHEET S503; SECTION A1: PROVIDE A SPECIFIC HEADER SIZE WHERE REFERENCE "LIGHT GAGE HEADER" IS INDICATED. INCLUDE THIS FOR ALL HEADERS IN METAL STUD WALLS. 20. SHEET S503; SECTION A1: REFERENCE THE CONNECTION OF THE STEEL CHANNEL TO SECTION A9-S503. 21. SHEET S601 (GENERAL STRUCTURAL NOTES); GEOTECHNICAL REPORT (PAGE 10): THE GEOTECHNICAL REPORT ALLOWS 2000 PSF SOIL BEARING AT THE BUILDING, WHILE NOTE 1 UNDER "FOUNDATIONS" ON SHEET S601 INDICATES 2500 PSF. CLARIFY AND REVISE NOTES/CALCULATIONS AS REQUIRED. 22. SHEET S601; GENERAL STRUCTURAL NOTES: ADD NOTES FOR VARIOUS MATERIAL STRENGTHS/SPECIFICATIONS USED IN THIS PROJECT BUT NOT LISTED. 23. GENERAL: PROVIDE WRITTEN RESPONSES TO ALL REVIEW COMMENTS. |
| 02/11/2011 | RAY MAJUTA | ELECTRICAL-COMMERCIAL | REVIEW | Approved | |
| 02/15/2011 | BETH GRANT | COMMERCIAL IMPACT FEE | COMMERCIAL IMPACT FEE PROCESSING | Approved | |
| 02/16/2011 | GERRY KOZIOL | WWM | REVIEW | Denied | NEED TYPE III CAPACITY RESPONCE LETTER FROM PCRWRD 3RD FLOOR- CHAD- 740-6547 NEED WASTEWATER IWC REVIEW & APPROVAL OF GREASE INTERCEPTOR- TOM TOMCHAK-443-6600 |
| 02/28/2011 | STEVE SHIELDS | ZONING | REVIEW | Denied | DSD TRANSMITTAL FROM: Steve Shields Lead Planner PROJECT: QuikTrip #1496 T11CM00396, T11CM00397 & T11BU00170 Building Plan (1st Review) TRANSMITTAL DATE: February 28, 2011 1. The building, canopy and fuel tank plans have been reviewed by Zoning Review Section but cannot approve the plans until all zoning comments or concerns have been addressed. 2. Zoning can not approve the plans until the development package has been approved. 3. Zoning will re-review the plans on the next submittal to insure compliance with the approved and development package. Additional comments may be forthcoming. If you have any questions about this transmittal, please contact me at Steve.Shields@tucsonaz.gov or (520) 837-4956 C:\planning\building\t11cm00396.doc RESUBMITTAL OF THE FOLLOWING IS REQUIRED: |
| 03/03/2011 | ROBERT SHERRY | WATER | REVIEW | Approved | |
| 03/07/2011 | ROBERT SHERRY | MECHANICAL-COMMERCIAL | REVIEW | Approved | |
| 03/07/2011 | ROBERT SHERRY | PLUMBING-COMMERCIAL | REVIEW | Denied | 1. Coordinate the water service design as shown on sheet C150 which provides a 2" domestic water service and a 1" irrigation water service (both of which include a required reduced pressure-zone backflow preventer located in an accessible location directly downstream of the water meters) as compared to the plumbing design shown on sheet P503 which shows a 2" domestic water service and a 1-1/2" irrigation water service along with two additional reduced pressure-zone backflow preventers located in locations inaccessible to Tucson Water. Reference: Section 103.2.3, UPC 2006 and COT Backflow Prevention Ordinance, http://www.tucsonaz.gov/water/docs/backflow-ord.pdf 2. Substitution of alternate piping materials (e.g. PEX instead of copper piping) will require a revision of the water pipe sizing calculations to match the revised piping materials. Reference: Sections 103.2.3, 610.0, and 610.4, UPC 2006. 3. Verify the source of the available water pressure shown in detail L/P503; Tucson Water indicates a pressure range of 51 - 58 PSI for the address. The water pressure calculations shall be computed using the minimum daily service pressure. Reference: Sections 610.5 and A1.1, UPC 2006. 4. The size of a wet vent shall be a minimum of one pipe size greater than that required for the drain of the upper fixture (see the hand sink at the service counter). Reference: Section 908.2, UPC 2006. 5. Branches in a combination waste and vent system that exceed 15-feet in length shall be separately vented. Reference: Section 910.3, UPC 2006. 6. Each vent for a combination waste and vent system shall be at least one-half of the cross-sectional area of the pipe being vented. Reference: Section 910.3, UPC 2006. 7. Clarify the use of the 2" waste pipes used for the floor sinks in the Service Counter area; indicate the size the tailpiece for each floor sink. Each waste pipe in a combination waste and vent system shall be at least two pipe-sizes larger than the tailpiece of the connecting fixture. Reference: Section 910.4, UPC 2006. 8. Clarify how the connections of the hand sink (612) and the dump sink (613) to the combination waste and vent system comply with Section 910.7, UPC 2006. 9. Provide the dimensional details for the scuppers and overflow scuppers noted on sheet A130 for the high parapet areas (detail A8-A520 is referenced but "not used"). Reference: Section 1101.11.1, UPC 2006. 10. Clarify the termination of the roof drain leaders for the front- and side-canopies. Reference detail A13-P510 if the leader is to be connected to the storm drain system. Reference: Section 103.2.3, UPC 2006. 11. Coordinate the storm drain system as shown on sheet C120 with the plumbing plans to show how the two systems meet. Reference: Section 103.2.3, UPC 2006. |
| 05/02/2011 | DAVE MANN | FIRE | REVIEW | Completed | Fire Comments: Sheets C100 and C111 The store appears to have over 300 feet of hose lay from the farthest point to the existing hydrant. A new hydrant or fire sprinklers are required. See IFC 508.5.1 as amended. |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 05/02/2011 | CINDY AGUILAR | OUT TO CUSTOMER | Completed |
| 05/02/2011 | SUE REEVES | REJECT SHELF | Completed |