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Permit Number: T09CM00583
Parcel: 13101023B

Review Status: Completed

Review Details: COMMERCIAL NEW

Permit Number - T09CM00583
Review Name: COMMERCIAL NEW
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
03/13/2009 JOHN WILLIAMS COMMERCIAL IMPACT FEE COMMERCIAL IMPACT FEE PROCESSING Completed Impact Fee's Do Apply; East District; 5,104 Square Foot Retail Store; $28,167.95

Demolition Permits May be Pulled to Offset Impact Fee's According to Applicant an existing building will be demo'd.
03/16/2009 DAVE MANN FIRE REVIEW Denied Please include the following fire sprinkler design criteria to the plans.
1. Flow data (static pressure, residual pressure, GPM)
Available from the Fire Department (520) 791-3234
2. The standard to be used in development of sprinkler system. (NFPA 13, NFPA 13R, or NFPA 13D)
3. The hazard classification of the building, including any special hazards.
4. The density required of the water supply.
03/17/2009 GERRY KOZIOL WWM REVIEW Denied need PCRWRD- 3RD FLOOR REVIEW- CROSSING 24" PUBLIC SEWER G-75-024 TO INSTALL NEW 4" HCS TO 8" PUBLIC SEWER I-64-037 (740-6369- ROY MONTOYA)
NEED 5TH FLOOR CREDIT EVALUATION FOR DEMO OF EXSISTING BLDG- 740-6602/740-6606
03/18/2009 JASON GREEN ENGINEERING REVIEW Denied DATE: March 18, 2009
REVIEWERS: Jason Green, CFM
ACTIVITY: T09CM00583 (Building Plan)


SUMMARY: Engineering Division of Development Services Department has received the building plan (T09CM00583) for the above referenced property. Engineering Division does not recommend approval of the building plan application at this time. The following items need to be addressed:


BUILDING PLAN COMMENTS:

Engineering cannot approve the building plan until approval of the proposed Development Plan D08-0047. Provide a copy of the approved Development Plan with the next building plan submittal.

Engineering will re-review the building plan on the next submittal to insure compliance with the approved Development Plan. Additional comments may be forthcoming.


GENERAL COMMENTS:

Further comments may be generated upon re-submittal 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
03/19/2009 ERIC NEWCOMB BUILDING-COMMERCIAL REVIEW Denied 1. SHEET 5: THE ACCESSIBILITY SIGNAGE IS TO BE 7'-0" TO BOTTOM OF SIGN.
2. SHEET S1 (FOUNDATIONS); GEOTECHNICAL REPORT (PAGE 6): DESIGN CRITERIA IN THE GEOTECHNICAL REPORT LISTS 2000 PSF ALLOWABLE BEARING PRESSURE AT 1'-6" BELOW GRADE, AND 2500 PSF AT 2'-0" BELOW GRADE. SHEET S1 (FOUNDATIONS NOTE 1) LISTS 2500 PSF AT 1'-6". COORDINATE AND REVIEW OR REVISE ANY CALCULATIONS/DRAWINGS AS REQUIRED.
3. SHEET S1 (FOUNDATIONS); GEOTECHNICAL REPORT (PAGE 5): THE GEOTECHNICAL REPORT(PAGE 5, SECTION 7.1) LISTS THAT THE EXISTING SOILS ARE NOT SUITABLE FOR FOUNDATIONS. SHEET S1 (FOUNDATIONS NOTE 1) NOTES THAT THE FOUNDATIONS COULD BEAR ON UNDISTURBED SOIL. CLARIFY.
4. SHEET S1 (FOUNDATIONS): REMOVE FOUNDATIONS NOTE 4.
5. SHEET S2: PROVIDE CALCULATIONS FOR THE LINTEL AND FOOTING DESIGNS.
6. SHEET S2: ADD A NOTE TO REFERENCE SHEET 4 FOR THE LOCATION OF THIS PLAN.
7. SHEET AB1; FOOTING NOTES: CHANGE NOTE 2 TO REFERENCE THE GEOTECHNICAL REPORT.
8. SHEET AB1; GENERAL NOTES: REVISE NOTE 1 PER THE GEOTECHNICAL REPORT.
9. SHEET S3.1 (FRAMING PLAN); CALCULATIONS SHEET RF7: BEAM B3 ON THE CALCULATIONS IS 2-ANGLES 4 X 3 1/2 X 3/8 (SHEET RF11 INDICATES 1-ANGLE 4 X 3 X 3/8), WHILE THE PLAN INDICATES 2-ANGLES 4 X 3 X 3/8. CLARIFY.
10. SHEET S4.1: PROVIDE STRUCTURAL CALCULATIONS FOR 50 GALLON WATER HEATER SUPPORT.
03/20/2009 STEVE SHIELDS ZONING REVIEW Denied DSD TRANSMITTAL

FROM: Steve Shields
Lead Planner

PROJECT: 1884 S. Craycroft Rd
T09CM00583 & T09CM00586
Building Plan (1st Review)

TRANSMITTAL DATE: March 20, 2009

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. Zoning could not verify that the building plan was in compliance with the approved development package. Please submit two copies of the approved and stamped development, package with the next building plan submittal.

3. Zoning 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.

If you have any questions about this transmittal, please contact me at Steve.Shields@tucsonaz.gov or (520) 837-4956

C:\planning\grading\t09cm00583.doc

RESUBMITTAL OF THE FOLLOWING IS REQUIRED:
03/20/2009 ERIC NEWCOMB ZONING HC SITE REVIEW Denied 1. SEE BUILDING COMMENTS.
03/23/2009 ROBERT SHERRY WATER REVIEW Approved
03/24/2009 ROBERT SHERRY MECHANICAL-COMMERCIAL REVIEW Approved
03/24/2009 ROBERT SHERRY PLUMBING-COMMERCIAL REVIEW Denied 1. Provide water supply isometrics. Reference: Section 103.2.3, UPC 2006.
2. Show that the floor of the restroom slopes toward the floor drain. Reference: Section 411.2, UPC 2006.
3. Appliances to be directly connected to the water supply system that do not have listed, integral backflow preventers or integral air gaps may require reduced pressure principle backflow preventers. Specify the type of backflow prevention device required for each water connection (e.g. coffee, cappuccino, smoothie, etc.). Reference: Section 603.0, UPC 2006, as amended by the City of Tucson.
4. Provide a CW shut off valve for the building entrance. Reference: Section 605.2, UPC 2006.
5. Some of the specified fixtures (Crane water closets and the dishwasher) require a minimum pressure greater than the 15-PSI used in the water pipe sizing calculations. Revise calculations as necessary. Reference: Section 608.1, UPC 2006.
6. Provide a vacuum relief for storage-type water heaters located above any fixture outlets. Reference: Section 608.7, UPC 2006.
7. Clarify which fixtures and appliances are included in the current activity as shown on the Quicktrip equipment schedule and the water demand calculations. Include all fixtures and appliances when calculating the total demand and determining pipe sizes. Reference: Section 610.1, UPC 2006.
8. The fixture branch sizes (1") called out for the water closet flush valves will result in water velocities greater than 8 FPS. Limit the water velocity to less than 8 FPS for the copper piping. Reference: Section A 6.1, UPC 2006 and IS 3-2003, Section 2.6.
9. Provide upper terminal cleanouts on horizontal drainage pipes exceeding 5 feet in length. Horizontal drain lines serving sinks (e.g. the janitor's sink) require cleanouts regardless of length. Reference: Section 707.4, UPC 2006.
10. Coordinate the waste and vent riser diagram with the plumbing floor plan; an extra floor cleanout is shown on the riser diagram near the reach-in cooler. Reference: Section 103.2.3, UPC 2006.
11. Show how and where the flow control device for the hydromechanical grease interceptor shall be installed. Reference: Section 1014.2.1, UPC 2006.
12. Floor drains or floor sinks subject to infrequent use shall be provided with an approved means of maintaining their water seals. Approved means of maintaining trap seals include listed trap seal primers or a hose bibb within the room. Reference: Section 1007.1, UPC 2006, as amended by the City of Tucson.
13. Provide the trap and trap arm size for the floor drains (D) on the waste and vent riser diagram. Reference: Section 103.2.3, UPC 2006.
14. Coordinate the roof drainage design (sheet P2.3) and the building storm sewer design (civil sheet 7 of 24). Reference: Section 1106.2, UPC 2006.
15. Show how the roof drain leader is to connect to the building storm sewer. Reference: Sections 103.2.3 and 1101.12.2, UPC 2006.
03/25/2009 RAY MAJUTA ELECTRICAL-COMMERCIAL REVIEW Approved

Final Status

Task End Date Reviewer's Name Type of Review Description
03/31/2009 CINDY AGUILAR OUT TO CUSTOMER Completed
03/31/2009 SUE REEVES REJECT SHELF Completed