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: T14CM08229
Parcel: 12621034J

Review Status: Completed

Review Details: COMMERCIAL - TI

Permit Number - T14CM08229
Review Name: COMMERCIAL - TI
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
01/07/2015 ROBERT SHERRY PLUMBING-COMMERCIAL REVIEW Reqs Change 1. Provide fixture descriptions for all plumbing fixtures (e.g. manufacturer's model numbers or material standards for listed fixtures). Reference: Section 402, IPC 2012 and Section 107.2.1, IBC 2012.
2. Provide automatic faucets for the restroom lavatories, dispensing a maximum of 0.25 gallons per metering cycle. Reference: Section 416.6, IPC 2012, as amended by the City of Tucson.
3. Provide tempered water for the lavatories and public hand-washing sinks in restrooms using approved devices conforming to ASSE 1070. Reference: Sections 416.5 and 607.1.2, IPC 2012.
4. The proposed "booster heater for the laundry area (Bosch ES4) has a storage tank. Provide a detail of the water heater installation, including the excess pressure relief, expansion tank, safety pan, and valves. Reference: Sections 503, 504, 606.1, and 607.3, IPC 2012.
5. Clarify the listing information for the proposed Symmons tempering valve shown in detail 1/P2 has an obsolete model number.
01/07/2015 ROBERT SHERRY WATER REVIEW Reqs Change Tucson Water limits 1" water meters to a maximum demand of 37.5 GPM. Provide a letter from Tucson Water confirming that the use of a 1" water meter will be allowed for this project (84.25 fixture units equates to a demand of 39 GPM in a predominately flush tank system).
01/07/2015 ROBERT SHERRY MECHANICAL-COMMERCIAL REVIEW Reqs Change 1. Demonstrate energy code compliance for the alterations to the building envelope (i.e. window replacement) based on the current code. Provide NFRC fenestration product ratings for the U-factor and the SHGC values on COMcheck or use the appropriate default U-factor and SHGC values from Tables C303.1.3 (1), C303.1.3 (2) and C303.1.3.(3), IECC 2012. Reference: Sections C101.4.3, C101.5, C103.2, and C303.1.3, IECC 2012.
2. If the exercise area in AC zone 3 is a change of use, provide calculations demonstrating adequate ventilation using the current code. Reference: Section 403.2, IMC 2012.
01/13/2015 KEN VAN KARSEN ELECTRICAL-COMMERCIAL REVIEW Completed
12/17/2014 CPIERCE1 WWM REVIEW Completed
12/18/2014 MARTIN BROWN FIRE REVIEW Approved
12/29/2014 ERIC NEWCOMB BUILDING-COMMERCIAL REVIEW Reqs Change 1. SHEET A1; DEMOLITION PLAN: ADD KEYED NOTE 5 TO THE NEW FOOTING SOUTH OF GRID 5 AND WEST OF GRID 6.
2. SHEET A2: PROVIDE NOTES ON THE DRAWINGS FOR THE CONCRETE STRENGTH, REINFORCING, ALLOWABLE FOUNDATION BEARING VALUE, WELDS, STRUCTURAL BOLT STRENGTHS, MASONRY VALUES, ETC.
3. SHEET A3; CANOPY FRAMING PLAN: ON GRID A BETWEEN GRIDS 2 AND 3, THERE IS A DETAIL REFERENCE 7A/A9.1. SHOULD THE SHEET REFERENCED BE A9.0? VERIFY.
4. SHEET A3 (CANOPY FRAMING PLAN); STRUCTURAL CALCULATIONS: NO CALCULATIONS WERE LOCATED FOR THE NEW WOOD FRAMING AT THE EXERCISE ROOM. PROVIDE.
5. SHEET A4; KEYED NOTES: NOTES 11, 30, 33, AND 34 WERE NOT LOCATED ON THE PLAN. VERIFY.
6. SHEET A5; KEYED NOTES: NOTE 14 WAS NOT LOCATED ON THE PLAN. VERIFY.
7. SHEET A5; KEYED NOTES: ON NOTE 17, PROVIDE THE SPECIFIC DETAIL NUMBER (9/A9.2).
8. SHEET A6; KEYED NOTES: NOTE 11 WAS NOT LOCATED ON THE PLAN. VERIFY.
9. SHEET A8; KEYED NOTES: NOTES 1, 5, 22, 30, AND 31 WERE NOT LOCATED ON THE ELEVATIONS. VERIFY.
10. SHEET A9.1; DETAIL 15: CALL OUT THE BENT PLATE AT THE TOP OF THE BEAM AND ITS CONNECTION TO THE BEAM.
11. SHEET A9.2; DETAIL 12: HOW IS THIS BRACE CONNECTED TO THE WALL? PROVIDE.
12. SHEET A9.3; DETAIL 1 (SIDE WALL): PROVIDE THE LOCATION OF THE VERTICAL GRAB BAR.
13. STRUCTURAL CALCULATIONS: NO CALCULATIONS WERE LOCATED FOR THE SOLAR CANOPY PIER AND FOOTING DESIGN SHOWN ON DETAIL 6/A9.1. PROVIDE.
14. STRUCTURAL CALCULATIONS: NO CALCULATIONS WERE LOCATED FOR THE FOOTING DESIGN SHOWN ON DETAIL 10/A9.1. PROVIDE.
15. STRUCTURAL CALCULATIONS: NO CALCULATIONS WERE LOCATED FOR THE EXISTING FOOTINGS SUPPORTING NEW CANOPY FRAMES. PROVIDE.
16. GENERAL: PROVIDE WRITTEN RESPONSES TO ALL REVIEW COMMENTS.

Final Status

Task End Date Reviewer's Name Type of Review Description
01/16/2015 SHANAE POWELL OUT TO CUSTOMER Completed
01/16/2015 CPIERCE1 REJECT SHELF Completed