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Permit Review Detail

Permit Number: T10CM01576
Parcel: 12217365A

Review Status: Completed

Review Details: COMMERCIAL NEW

Permit Number - T10CM01576
Review Name: COMMERCIAL NEW
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
06/22/2010 ERIC NEWCOMB BUILDING-COMMERCIAL REVIEW Denied 1. SHEET CVR; GOVERNING CODES: REMOVE THE REFERENCE TO THE 2006 IRC AS THIS PROJECT FALLS UNDER THE IBC ONLY.
2. SHEET CVR; ACCESSIBLE RENTAL UNIT REQUIREMENTS: REMOVE THIS NOTE AS IT PERTAINS TO GROUP R OCCUPANCIES.
3. SHEET CVR: PROVIDE A CALCULATION ON THIS SHEET FOR THE REQUIRED EGRESS WIDTH PER THE IBC SECTION 1005.
4. SHEET CVR: PROVIDE A CALCULATION ON THIS SHEET FOR THE MINIMUM REQUIRED STAIRWAY WIDTH PER THE IBC SECTION 1009.
5. SHEET CVR; EXITS REQUIRED: ALTHOUGH THE IBC SECTION 1015 ALLOWS 1 EXIT, SECTION 1019.2 AND TABLE 1019.2 ALLOW ONE EXIT FOR SINGLE STORY BUILDINGS ONLY. VERIFY AND REVISE NOTE.
6. SHEET CVR: PROVIDE CALCULATIONS ON THIS SHEET FOR MINIMUM PLUMBING FIXTURES REQUIRED BY THE IBC TABLE 2902.1, INCLUDING MALE AND FEMALE WATER CLOSETS, LAVATORIES, DRINKING FOUNTAINS, AND SERVICE SINK. INDICATE THOSE FIXTURES IN THE EXISTING PORTION OF THE BUILDING ON SHEET A-1.
7. SHEET A1.1; 2ND LEVEL FLOOR PLAN: CLARIFY THE CLEAR WIDTH OF THE HALLWAY. DIMENSIONS OF 4'-1" AND 3'-6" ARE GIVEN, BUT THE CLEAR WIDTH IS NOT INDICATED.
8. SHEET A-1; FLOOR PLAN: IN THE RECEPTION AREA, PROVIDE AN ELEVATION OR NOTE AT THE DESK INDICATING ACCESSIBLE REQUIREMENTS PER THE IBC SECTION 1109.11 ARE MET.
9. SHEET D-1; DETAIL 1: REPOSITION THE VERBAGE SO THAT IT FITS ON THE SHEET.
10. SHEET D-1; DETAILS 1 AND 2: DETAIL 1 INDICATES THE BOTTOM OF THE FOOTING IS LOCATED A MINIMUM OF 16" BELOW FINISH GRADE, WHILE DETAIL INDICATES A MINIMUM OF 12". COORDINATE WITH STRUCTURAL.
11. SHEET D-1; DETAIL 3: WHAT ARE THE 8" AND 16" DIMENSIONS REFERENCED TO? CLARIFY.
12. SHEET D-1; DETAIL 11: THE FOOTING SIZE INDICATED ON DETAIL 11 DOES NOT MATCH THE FOOTING SIZE PER THE SCHEDULE ON SHEET S-1. COORDINATE.
13. SHEET D-2 (DETAIL 5); SHEET S-2 (FRAMING PLAN): DETAIL 5 INDICATES THE LEDGER SIZES PER THE FRAMING PLAN, BUT ALL LEDGERS ARE NOT SHOWN ON THE PLAN. ADD LEDGER REFERENCES AS REQUIRED.
14. SHEET D-2 (DETAIL 6); STRUCTURAL CALCULATIONS PAGE 19 (BY DMN): THE PLATE SIZE AND ANCHOR SIZE ON DETAIL 6 DIFFER FROM THE STUD WALL TO MASONRY WALL CONNECTION IN THE CALCULATIONS. COORDINATE.
15. SHEET D-2 (DETAIL 7); SHEET S-2 (FRAMING PLAN): DETAIL 7 INDICATES LEDGER SIZES PER THE FRAMING PLAN, BUT ALL LEDGERS ARE NOT SHOWN. ADD LEDGER REFERENCES AS REQUIRED ON THE PLAN.
16. SHEET D-2; DETAIL 9: VERIFY THE PLATE SIZE AND ANCHORS MATCH STRUCTURAL REQUIREMENTS.
17. SHEET D-3 (DETAIL 1); SHEET S-3 (FRAMING PLAN): DETAIL 1 INDICATES LEDGER SIZES PER THE FRAMING PLAN, BUT ALL LEDGERS ARE NOT SHOWN. ADD LEDGER REFERENCES AS REQUIRED ON THE PLAN.
18. SHEET D-3; DETAIL 5: IS THIS A RESIDENTIAL DETAIL? CLARIFY AND REVISE AS REQUIRED.
19. SHEET S-1 (FOOTING SCHEDULE); STRUCTURAL CALCULATIONS PAGE 22 (BY ADC): THE SCHEDULE INDICATES FOOTING F-3 IS 18"W X 12"D, WHILE THE CALCULATIONS INDICATE 18"W X 18"D. COORDINATE.
20. SHEET S-1 (FOOTING SCHEDULE); STRUCTURAL CALCULATIONS PAGE 23 (BY ADC): THE SCHEDULE INDICATES FOOTING F-4 IS 16"W X 12"D, WHILE THE CALCULATIONS INDICATE 16"W X 16"D. COORDINATE.
21. SHEET S-1 (FOUNDATION PLAN); STRUCTURAL CALCULATIONS PAGES 12 AND 13 (BY DMN): THE FOOTINGS FOR THE MASONRY COLUMNS ARE REFERENCED AS P4 (36" X 36" X 12") ON THE DRAWINGS, WHILE THE CALCULATIONS INDICATE 6'-6" SQUARE X 1'-3" DEEP. COORDINATE.
22. SHEET S-1 (FOUNDATION PLAN); STRUCTURAL CALCULATIONS PAGE 14 (BY DMN): THE CALCULATIONS INDICATE A 5'-0" SQUARE X 18" FOOTING AT EACH END OF THE 12' SHEAR WALL. THIS FOOTING ONLY APPEARS AT 1 END OF THE WALL. CLARIFY.
23. SHEET S-1 (FOUNDATION PLAN); STRUCTURAL CALCULATIONS PAGE 14 (BY DMN): THE CALCULATIONS INDICATE A 24"W X 18"D FOOTING UNDER THE 12' SHEAR WALL, WHILE THE DRAWING INDICATES A 24"W X 12"D FOOTING (P2). COORDINATE.
24. SHEET S-2; FRAMING PLAN: CLARIFY THE AREA ON THE PLAN INDICATED IN THE LEGEND AS THE 1-HOUR RATED FIRE PARTITION. REFERENCE DETAIL 2/D-3 SHOULD BE VERIFIED AS A FIRE PARTITION.
25. SHEET S-2 (BEAM SCHEDULE); STRUCTURAL CALCULATIONS PAGES 8 AND 9 (BY ADC): BEAM B-1 IN THE SCHEDULE IS LISTED AS A G.L.B., WHILE THE CALCULATIONS INDICATE (2) 1.5" X 9.25" (CALL OUT AS 2X10 IN SCHEDULE). COORDINATE.
26. SHEET S-2 (BEAM SCHEDULE); STRUCTURAL CALCULATIONS PAGES 10 AND 11 (BY ADC): BEAM B-2 IN THE SCHEDULE IS LISTED AS A G.L.B., WHILE THE CALCULATIONS INDICATE (2) 1.5" X 9.25" (CALL OUT AS 2X10 IN SCHEDULE). COORDINATE.
27. SHEET S-2 (BEAM SCHEDULE); STRUCTURAL CALCULATIONS PAGE 12 (BY ADC): BEAM B-3 IN THE SCHEDULE IS LISTED AS A G.L.B., WHILE THE CALCULATIONS INDICATE (2) 1.5" X 9.25" (CALL OUT AS 2X10 IN SCHEDULE). COORDINATE.
28. SHEETS S-2 AND S-3; HEADER SCHEDULES: PROVIDE STRUCTURAL CALCULATIONS FOR THE HEADER DESIGNS.
29. GENERAL: NOTE: ALL DEFERRED SUBMITTALS MUST BE APPROVED IN WRITING BY LEERAY HANLY BEFORE THOSE SUBMITTALS WILL BE REVIEWED.
30. GENERAL: PROVIDE GENERAL NOTES ON THE DRAWINGS FOR MASONRY AND ITS COMPONENTS.
31. GENERAL: PER THE CITY OF TUCSON AMENDMENTS TO THE 2006 IBC, SECTION 1805.2, THE BOTTOM OF FOOTINGS MUST BE A MINIMUM OF 18" BELOW UNDISTURBED GROUND SURFACE TO GET 1500 PSF ALLOWABLE SOIL BEARING. CALCULATIONS USE 1500 PSF, BUT SEVERAL SECTIONS ON SHEET D-1 INDICATE 12" DEPTH. CLARIFY AND REVISE AS REQUIRED.
32. GENERAL: PROVIDE WRITTEN RESPONSES TO ALL REVIEW COMMENTS.
06/23/2010 ROBERT SHERRY WATER REVIEW Denied 1. Reduced pressure backflow prevention assemblies are required at the water meter for multi-use commercial buildings. Reference: COT Backflow Prevention Ordinance, http://www.tucsonaz.gov/water/docs/backflow-ord.pdf
2. The existing water meter and water service pipe supplying the building appears to also supply the new water demand. Provide a letter from Tucson Water confirming that the use of a 1" water meter will be allowed for this project (60.5 fixture units equates to a demand of 33 GPM).
06/23/2010 ROBERT SHERRY PLUMBING-COMMERCIAL REVIEW Denied 1. Provide the minimum plumbing facilities required by Table 2902.1 and Section 2902.2, IBC 2006, for a business occupancy.
2. Provide fixture descriptions for all plumbing fixtures on the drawings or in book specifications. All plumbing fixtures and fittings shall be listed or labeled by a nationally-recognized, accredited conformity assessment company (e.g. UL, ETL, NSF, UPC, etc). Reference: Sections 301.1.1 and 401.1, UPC 2006.
3. In other than dwelling units, provide water closet seats with either an open front or an automatic seat cover dispenser. Reference: Section 408.2.2, UPC 2006.
4. Show how the temperature of the hot water supply to the public lavatories is controlled to a maximum of 110 degrees Fahrenheit. Reference: Section 413.1, UPC 2006 and Section 504.3, IECC 2006.
5. An "existing relocated" gas water heater is noted on sheet P-1.1. Provide a detail showing how it is to be installed, including the excess pressure relief, expansion tank, combustion air openings, valves, flue size, flue height, and flue termination. Reference: Sections 103.2.3, 507, 605.5, and 608.3 UPC 2006.
6. If the "existing relocated" water heater is not supplied with integral heat traps, provide heat traps on the supply and discharge piping. Reference: Section 504.4, IECC 2006.
7. If the "existing relocated" water heater is not supplied with integral heat traps, provide 0.5" of insulation with a maximum conductivity of 0.27 BTU per inch/h F on the first 8 feet of supply and discharge piping. Reference: Section 504.5, IECC 2006.
8. Show the size and route of the T&P relief pipe from the "existing relocated" water heater. Reference: Section 608.5, UPC 2006.
9. Provide for sterilization of the domestic water piping per Section 609.9, UPC 2006.
10. Include the pressure drop due to the water meter and the required reduced pressure backflow preventer when performing the water pressure calculations. Reference: Section 610.1, UPC 2006.
11. Revise the water pipe sizing calculations to include all of the fixture units that will be supplied by the existing water meter.
12. Clarify how the existing 2-way cleanout and the new cleanout located together near the northwest corner of the building will be constructed. Reference: Section 103.2.3, UPC 2006.
13. Provide vent piping of sufficient size to comply with Section 904.1, UPC 2006.
14. Revise the size of the provided scuppers to comply with the requirements of Section 1101.11.2.1, UPC 2006. Note that each scupper can only drain a discrete section of the roof. Refer also to Section 1106.4, UPC 2006.
15. Show the natural gas piping system that is to be revised; provide all of the connected loads and the developed lengths from the meter to the gas-fired appliances. Reference: Sections 103.2.3, 1209.1.1, and 1209.1.2, UPC 2006.
06/24/2010 ERIC NEWCOMB ZONING HC REVIEW Denied 1. SEE BUILDING COMMENTS.
06/28/2010 ROBERT SHERRY MECHANICAL-COMMERCIAL REVIEW Denied 1. Provide energy code compliance calculations (Pima County < 4,000 feet). Provide sufficient detail on the drawings to evaluate the energy compliance of the building envelope. The information shall, as a minimum, include U-factors of the envelope systems and fenestration components, along with the R-values of the insulation and the SHGC for the fenestration. Reference: Sections 101.4 and 104.2, International Energy Conservation Code 2006.
2. Show the location of the temperature control for AC unit. Reference: Section 503.2.4.1, IECC 2006.
3. Clarify the status of AC-1 shown on sheet M-1; is it new or existing? Reference: Section 106.3.1, IMC 2006.
4. If AC-1 is new, show the size, routing, and termination of the condensate drain. Reference: Section 307.2, IMC 2006 and Section 814.0, UPC 2006.
5. Correct the arithmetic on the outside air ventilation schedule. In addition, provide calculations to show that the common ventilation system is sized in accordance with Section 403.3.2, IMC 2006.
6. Clarify mechanical note 16 on sheet M-1.
07/07/2010 RAY MAJUTA ELECTRICAL-COMMERCIAL REVIEW Denied Project: T10CM01576
1550 N Country Club #3
Building Add.,
Electrical plans denied for following:
1. One line diagram on E-2, states "existing shown dashed", all one line diagram is solid,however two panels are new.
2. Do not understand load calculations on E-2. Shown is a load of 89.1 amps indicated as a previous load, is this for previous total building load , and then the added load of the two new panels ? The combined loads of panels A and B equals 187.1 aqmps , is this the new total load ? Please simplify.
3. Disconnect for new HVAC unit on power plan shows Circuit D 2,4, this is not what is shown on panel schedule.
4. Provide a fixture schedule showing wattage,voltage,and type such as incandescant or flouresent, then designate per letter . The cut sheets on fixtures provided do not have a letter designation.
5. Provide fault current calculations for new panels .
6. Outside lights under roof ? Provide Outdoor Lighting Calculations.

Ray T Majuta, PDSD City of Tucson
7/6/10
Ray.Majuta@tucsonaz.gov
07/13/2010 GERRY KOZIOL WWM REVIEW Approved
07/16/2010 DAVID RIVERA ZONING REVIEW Denied Zoning will approve the final set of drawings once all the required review comments from the building trades reviewers have been addressed and the changes made to the plans.

Final Status

Task End Date Reviewer's Name Type of Review Description
07/20/2010 CPIERCE1 OUT TO CUSTOMER Completed