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: T09CM02311
Parcel: 116120430

Address:
801 N GRANDE AV

Review Status: Completed

Review Details: COMMERCIAL NEW

Permit Number - T09CM02311
Review Name: COMMERCIAL NEW
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
08/31/2009 DAVE MANN FIRE REVIEW Denied The framing in the exterior walls shall be steel, masonry or fire treated wood per IBC 602.3.
09/02/2009 TERRY STEVENS ZONING REVIEW Denied
09/03/2009 RONALD BROWN BUILDING-COMMERCIAL REVIEW Denied 1. Please provide structural calculations for the framing and foundation.
2. The building classification indicates the existing building to be IIIB. Under this classification the new addition must be constructed in accordance with 2006 IBC, Section 602.3. All exterior walls are to be of noncombustable materials. Fire retardant treated wood framing complying with Section 2303.2 is permitted in the exterior wall assembly of a 2 hour rating or less.
3. SHEET A1.1; SECTION 11: IF WALL IS GREATER THAN 6' HEIGHT, STRUCTURAL CALCULATIONS ARE REQUIRED.
4. SHEET A1.1; SECTION 9: REFERENCE TO SECTION 10/A2.0 IS INCORRECT. REVISE.
5. From analysis of the partial building plan elements provided in the drawings, a guesstimate occupant load of more than 600 was determined. Plumbing fixtures for this occupancy number shows that the amount for the men's room is sufficient however the women's fixture count is much higher than what is provided on the plan. This is a only partial estimate of what is required by the 2006 IBC, Section 2902.1.
a. Please provide a complete floor plan of the church building showing to scale all functions within the structure and accurate square footage calculations of all areas.
b. Please provide a new and complete occupancy load calculation summary for the entire building as per the IBC, Section 1004.
c. From the accurate occupant load, please provide a new toilet fixture count as per the IBC, Section 2902.1 and revised the toilet configurations accordingly.
6. Please provide drinking fountains and service sinks as per IBC, Section 2902.1.
7. The Ladies Changing Room is not accessible. It requires a 5' turn around within the area.

END OF REVIEW
09/03/2009 RONALD BROWN ZONING HC REVIEW Denied Reference Building comments
09/10/2009 ROBERT SHERRY PLUMBING-COMMERCIAL REVIEW Denied 1. Indicate the location of the required drinking fountain and service sink in the church. Reference: Section 2902.1, IBC 2006.
2. Water-free urinals are not Code-compliant fixtures per the 2006 UPC. Submit an appeal to the Building Official requesting approval to utilize a water-free urinal based on the 2006 International Plumbing Code. Reference: Sections 211.0 (insanitary), 301.2, 405.2, 409.0, 601.1, and 1005.0, UPC 2006.
3. The lavatory supplies are specified as having mixing valves to control the water temperature. What is the source of hot water? Reference: Section 103.2.3, UPC 2006.
4. Clarify the placement of the water hammer arrestor for one of the water closet in the woman's restroom (detail 203/P2.1 vs. detail 3/P2.1). Explain also why the water closet in the men's restroom is not similarly equipped. Reference: Section 103.2.3, Reference: Section 103.2.3, UPC 2006.
5. Provide roof drainage calculations and plans. All roof areas shall be drained by roof drains, scuppers, or gutters. Reference: Section 1101.11.1, UPC 2006.
09/10/2009 ROBERT SHERRY MECHANICAL-COMMERCIAL REVIEW Denied 1. Clarify how the two condensing units are being connected to the building structure and provide calculations to show that the building structure is not being adversely affected. Reference: Section 302.1, IMC 2006.
2. If the condensate from the indoor units is being pumped, it shall not terminate into the tailpiece of a lavatory. Reference: Section 805.0, UPC 2006.
09/10/2009 ROBERT SHERRY WATER REVIEW Denied 1. Clarify the status of the existing 1" yard water line that is shown upstream of the new 1" water meter. Is it a public or private water line; if it is private, what else does it serve and where is the public meter and backflow device? Reference: Sections 103.2.3 and 610.1, UPC 2006.
2. Clarify the reason for the apparent bypass of the reduced pressure backflow preventer. If a continuous water supply is desired, a parallel reduced pressure backflow preventer will be required. Reference: Section 27-76 (d), Article V, Chapter XXVII, Tucson Code and Section 602.1, UPC 2006.
09/16/2009 GERRY KOZIOL WWM REVIEW Approved
09/21/2009 RAY MAJUTA ELECTRICAL-COMMERCIAL REVIEW Approved

Final Status

Task End Date Reviewer's Name Type of Review Description
10/13/2009 GERARDO BONILLA APPROVAL SHELF Completed
10/13/2009 GERARDO BONILLA OUT TO CUSTOMER Completed
10/13/2009 GERARDO BONILLA REJECT SHELF Completed