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Permit Review Detail

Permit Number: T16CM08750
Parcel: 117060620

Address:
238 N 4TH AV #1

Review Status: Completed

Review Details: COMMERCIAL - NEW

Permit Number - T16CM08750
Review Name: COMMERCIAL - NEW
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
01/04/2017 KROBLES1 WWM REVIEW Reqs Change The following is needed for sewer connection fee application approval:



Need COT building permit approval and COT on-site private sewer approval (may need PDEQ review for private sewer for multiple buildings)

*the private sewer drawing for buildings #1 thru #5 was not submitted with the building permit package to PCRWRD





Need industrial Wastewater Control(IWC) review and approval for restaurant grease interceptors– Steven Valencia (520-724-6200 (steven.valencia@pima.gov)





If over 20 water supply fixture units, need PCRWRD capacity review – Kurt Stemm 520-724-6607 (kurt.stemm@pima.gov)



Thank you,

Gerry
12/21/2016 MARTIN BROWN FIRE REVIEW Needs Review This does not appear to be a complete set of plans. No code review section, no door schedule, no equipment schedule, etc. Please clarify.
12/21/2016 ROBERT SHERRY PLUMBING-COMMERCIAL REVIEW Needs Review 1. Show that the minimum plumbing facilities required by Table 2902.1 and Section 2902.2, IBC 2012 have been provided for this site. Reference: Section 107.2.1, IBC 2012.
2. Provide a site drawing showing the size and route of the building water supply along with the location and size of both the water meter and the reduced pressure backflow preventer assembly. Reference: Section 107.2.1, IBC 2012.
3. Complete the water pressure and water fixture unit calculations. Verify the water pressure range with Tucson Water: the range is not 50 - 60 PSI. Reference: Section 107.2.1, IBC 2012.
4. Provide specifications for the proposed tankless water heaters. The units shall be 3rd-party listed. Reference: Sections 303.4 and 501.5, IPC 2012.
5. Verify that the proposed water heaters are capable of meeting the calculated hot water demand. Reference: Sections 506 and 607.1, IPC 2012.
6. Provide water fixture unit calculations for this activity. State the calculation method being used and use fixture units specifically for public-use fixtures. Provide the total water demand served by the water meter. Reference: Sections 604.1 and 604.3, IPC 2012, as amended by the City of Tucson.
7. Revise Kitchen Requirements item #N2 to comply with the requirements of Section 608.1, IPC 2012.
8. Appliances (e.g. soda dispensers, ice makers, misting systems, etc.) to be directly connected to the water supply system that do not have listed, integral backflow preventers or integral air gaps conforming to Section 608.13.1, IPC 2012 require backflow prevention. Specify the type of backflow prevention device required for each water connection. Reference: Sections 608.1 and 608.3, IPC 2012.
9. Provide a site drawing showing the size, route, and slope of the building sewer, the location of all cleanouts in the building sewer, and the location of the connection of the building sewer to the public sewer. Reference: Section 107.2.1, IBC 2012.
10. Calculate the total flow for the private sewage collection system for this project. If the total flow is in excess of 3000 gallons per day, the design for the system must be submitted to the Pima County Department of Environmental Quality for their approval prior to obtaining a permit for constructing the sewage collection system from the City of Tucson. Reference: A.R.S. 49-104 (B) (13).
11. Provide a schedule of waste fixture units for all plumbing fixtures using the values shown in table 709.1, IPC 2006. Include the total number of each fixture being installed. Reference: Section 710, IPC 2012.
12. Provide separate indirect waste pipes for each food-handling fixture (e.g. a prep sink) to protect against cross-contamination or fouling. Reference: Section 801.2, IPC 2012.
13. Provide separate indirect waste pipes for each compartment of the 3-compartment sink to protect against cross-contamination or fouling. Reference: Sections 801.2 and 802.1.8, IPC 2012.
14. Indirect waste piping that has a developed length greater than 30-inches (30") when measured horizontally or greater than 54-inches (54") in total developed length shall be trapped. Exception: indirect waste piping conveying only clear-water waste (e.g. effluent from a sanitizing compartment) does not require a trap. Reference: Section 802.2, IPC 2012.
15. Revise Kitchen Requirements item #N8 to comply with the requirements of Section 802.1.7, IPC 2012.
16. Show how the public sewer system is to be protected from the introduction of detrimental materials (e.g. fats, oils, and grease). Reference: Section 302.1 and 1003.3, IPC 2012, as amended by the City of Tucson.
17. Provide a natural gas piping design, including the piping layout on a floor plan and a natural gas schematic showing the sizes, loads and developed lengths of the piping. Reference: Section 107.2.1, IBC 2012.
18. Provide listing and installation information for all gas-fired appliances. Include the manufacturer's minimum and maximum gas inlet pressures.
12/21/2016 ROBERT SHERRY MECHANICAL-COMMERCIAL REVIEW Needs Review 1. The 2012 International Mechanical Code with Local Amendments is the relevant code for this project. Revise the Exhaust Hood and Duct Specifications item #B.
2. Provide construction documents drawn to scale and with sufficient detail and clarity to demonstrate that the work complies with the applicable codes. Reference: Section 107.2.1, IBC 2012.
3. Provide energy code compliance calculations for the building envelope; use the climate zone for Tucson. 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 C103.2 and C401.2, International Energy Conservation Code 2012.
4. Show how one of the "Additional Efficiency Package Options" (C406, IECC 2012) is to be accomplished. Reference: Section C401.2, IECC 2012.
5. Provide NFRC fenestration product ratings for the U-factor and the SHGC values for the energy calculations (e.g. 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: Section C303.1.3, IECC 2012.
6. Show that the proposed HVAC system meets the requirements of Sections C403.2, C403.3 and, if neither the efficient lighting system nor the on-site renewable energy options are selected, C406.2, IECC 2012 (e.g. provide the mechanical energy code compliance certification from COMcheck). Reference: Section C303.1, International Energy Conservation Code 2012.
7. Provide heating and cooling load calculations that justify the capacities of the heating and cooling equipment specified for the project. Reference: Sections C403.2.1 and C403.2.2, IECC 2012, and Section 312.1, IMC 2012.
8. Show that each HVAC unit has a thermostatic control that provides for off-hour and set-back control, automatic shutdown and automatic start-up control (i.e. the thermostat is capable of automatically adjusting the start time of the HVAC equipment in order to bring the interior conditions to the desired temperature at the start of occupancy) and, if the thermostat does not require manual changeover from the heating and cooling modes, it restricts set point overlap. Reference: Section C403.2.4, IECC 2012.
9. Show the size, routing, and termination of the condensate drains. Reference: Section 307.2.1, IMC 2012 as amended by the City of Tucson.
10. Provide calculations to show how ventilation will be provided for the occupied spaces. Reference: Section 401.2, IMC 2012.
11. Provide structural calculations and details to show that the Type I hood is supported from the building structure in accordance with Section 507.6, IMC 2012 (the hood hanging weight plus the weight of personnel working in or on the hood). Reference: Section 302.1, IMC 2012.
12. Revise the Exhaust Hood and Duct Specifications item #G to comply with the current code. Reference: Sections 506.3.11 and 506.3.11.1, IMC 2012.
13. Show that the exhaust fan for the Type I hood complies with Sections 506.5.1 through 506.5.5 or is listed and labeled for the application (i.e. UL 762). Reference: Section 506.5, IMC 2012.
14. Unless the proposed Type I kitchen hood has been factory-built and tested in accordance with UL 710, the minimum air flow rates shall conform to the requirements of Section 507.13, IMC 2012. Reference: Section 507.1, IMC 2012.
15. Show that the clearances for the grease duct comply with Section 506.3.6, IMC 2012.
16. Provide a roof plan showing the location of the exhaust duct for the Type I hood and verifying that the termination of the duct and exhaust fan complies with the requirements of Sections 506.3.13.1, 506.3.13.3, 506.5.2, 506.5.3, 506.5.4, and 506.5.5, IMC 2012.
17. Show that the clearances for the Type I hood comply with the requirements of Sections 507.9 and 507.10, IMC 2012.
18. Provide the dimensions of the proposed Type I hood and the mounting criteria for the hood. Reference: section507.12, IMC 2012.
19. Provide the net air flow for the Type I hood and show that it complies with the requirements of Section 507.13, IMC 2012 unless the hood has been listed in accordance with UL 710. Reference: Section 507.1, IMC 2012.
20. Provide adequate make up air for the kitchen exhaust hood. Reference: Section 508.1 IMC 2012.
12/21/2016 ROBERT SHERRY WATER REVIEW Needs Review 1. Show the location of the reduced pressure backflow assembly on the drawings; indicate the size of the assembly. Reference: Chapter XXVII, Article V, Section 27-72, the Tucson Code, http://www.tucsonaz.gov/files/water/docs/backflow-ordinance.pdf.
2. Provide the size of the water meter proposed to serve this activity and the total water demand it will provide. Reference: Section 107.2.1, IBC 2012.
12/27/2016 ERIC NEWCOMB COMMERCIAL IMPACT FEE COMMERCIAL IMPACT FEE PROCESSING Approved
12/28/2016 ERIC NEWCOMB BUILDING-COMMERCIAL REVIEW Reqs Change 1. SHEET C1.0; CODES: PLEASE ADD THE 2012 INTERNATIONAL MECHANICAL CODE AND THE 2009 ICC/ANSI A117.1 ACCESSIBILITY CODE TO THIS LIST.
2. SHEET C1.0; CODES: PLEASE REVISE THE NEC TO THE 2011 EDITION.
3. SHEET S1.0 (BUILDING #1 FOUNDATION PLAN); SHEET S1.4 (DETAIL 2): THE FOUNDATION PLAN INDICATES AN F-2 FOOTING (24" W. X 12" D CONCRETE FOOTING WITH 3-#5 CONT.) TYPICALLY AROUND THE EXTERIOR WALL OF THE STRUCTURE. THE TYPICAL DETAIL CUT AT THESE AREAS INDICATES 2/S1.4. THE FOOTING SCHEDULE CALLS OUT 3-#5 CONT. IN THE FOOTING, WHILE DETAIL 2 INDICATES 2-#5 CONT. PLEASE COORDINATE.
4. SHEET S1.0 (BUILDING #1 FOUNDATION PLAN); SHEET S1.4 (DETAIL 4): THE F-3 FOOTING IN THE FOOTING SCHEDULE INDICATES #4 REBAR VERT., WHILE THE DETAIL 4/S1.4 INDICATES4-#4 REBAR VERTICAL. PLEASE REVISE THE FOOTING SCHEDULE TO INDICATE 4-#4 REBAR VERT.
5. SHEET S1.1; BUILDING #1 MAIN FLOOR PLAN: THE TOTAL AREA FOR THE FIRST FLOOR PORTION (INCLUDING COVERED DINING) SHOULD BE 1555 SF, AND THE SECOND FLOOR PORTION (INCLUDING OUTDOOR DINING) SHOULD BE 720 SF. THIS WOULD INDICATE THE TOTAL SF (FIRST AND SECOND LEVELS) SHOULD BE 2275 SF. THE TOTAL OCCUPANT LOAD FOR THIS PROJECT SHOULD BE BASED ON THAT SF.
6. SHEET S1.1; BUILDING #1 UPPER FLOOR PLAN: FLOOR PLAN KEYNOTE 16 INDICATES DECKING OVER ELASTOMERIC OVER 3/4" SHEATHING. PLEASE PROVIDE A DETAIL AT THIS CONDITION, INDICATING HOW ALL COMPONENTS ARE CONNECTED TO THE BOXCAR AND TO THE WALK-IN COOLER/STORAGE ROOF, OR REFERENCE A DETAIL PROVIDED ON THE DRAWINGS.
7. SHEET S1.1; BUILDING #1 UPPER FLOOR PLAN: PER THE IBC SECTION 1015.1 (1-EXC 2), TWO EXITS ARE REQUIRED WHEN THE COMMON PATH OF EGRESS TRAVEL EXCEEDS ONE OF THE LIMITATIONS OF SECTION 1014.3 (MAXIMUM DISTANCE OF 75' FROM FURTHEST POINT FROM STAIRS, WHICH INCLUDES TRAVEL DISTANCE DOWN THE STAIR). PLEASE INDICATE ON THE UPPER FLOOR PLAN THE COMMON PATH OF EGRESS TRAVEL DISTANCE MEETS THAT REQUIREMENT (MEASURE PATH PER SECTION 1016.3).
8. SHEET S1.1; BUILDING #1 MAIN FLOOR PLAN: PER THE ICC/ANSI SECTION 904.3, SALES AND SERVICE COUNTERS MUST HAVE A MINIMUM 36" LENGTH OF COUNTER THAT IS A MAXIMUM OF 36" IN HEIGHT ABOVE THE FLOOR. KEYNOTE 12 (AND POSSIBLY 13) MUST MEET THOSE REQUIREMENTS FOR ACCESSIBILITY.
9. SHEET S1.1; BUILDING #1 MAIN FLOOR PLAN: PER THE ICC/ANSI SECTION 904.3.1, A CLEAR FLOOR SPACE FOR SALES AND SERVICE COUNTERS MUST BE A MINIMUM OF 30" X 48". PLEASE VERIFY THAT REQUIREMENT IS MET (IS THE BACK BAR IN KEYNOTE 13 FOR EMPLOYEES ONLY, OR WILL THE PUBLIC ACCESS THAT COUNTER?).
10. SHEET S1.1; BUILDING #1 MAIN FLOOR PLAN: THE IBC SECTION 1109.11 REQUIRES ACCESSIBLE SEATING SPACES AT DINING SURFACES. ON THE PLAN, INDICATE THE TOTAL NUMBER OF SEATS, THE TOTAL NUMBER OF ACCESSIBLE SEATS REQUIRED, AND INDICATE THE LOCATION OF THOSE ACCESSIBLE SEATS ON THE PLAN. PER THE ICC/ANSI SECTION 902.4, THE HEIGHT OF ACCESSIBLE DINING SURFACES IS LIMITED TO 28" TO 34" ABOVE FINISH FLOOR.
11. SHEET S1.3; BUILDING #1 MAIN FLOOR FRAMING PLAN: PLEASE PROVIDE STRUCTURAL CALCULATIONS (VERTICAL AND LATERAL LOADINGS) FOR THE COVERED PATIO FRAMING.
12. SHEET S1.3; BUILDING #1 UPPER FLOOR FRAMING PLAN: PLEASE INDICATE ON THE DRAWINGS IF THE STAIR IS TO BE A DEFERRED SUBMITTAL. PLEASE REFERENCE THE IBC SECTION 107.3.4.1 ON THE DRAWINGS FOR DEFERRED SUBMITTAL REQUIREMENTS.
13. SHEET S1.4; DETAIL 8: THE BEAMS ON EITHER SIDE OF THE COLUMN SHOULD BE NOTED AS B-4 ON THE DETAIL, AND THE BEAM INTO THE NEAR FACE OF THE COLUMN SHOULD BE NOTED AS B-3. PLEASE VERIFY.
14. SHEET S1.5; STRUCTURAL NOTES (FOUNDATIONS): NOTE 1 INDICATES AN ALLOWABLE SOIL BEARING VALUE OF 1500 PSF WAS USED FOR THE FOUNDATION DESIGN. FOR A MINIMUM 12" EMBEDMENT OF THE FOUNDATION BELOW FINISH GRADE (OR TOP OF SLAB, WHICHEVER IS LOWER), THE CITY OF TUCSON ALLOWS A 1000 PSF SOIL BEARING PRESSURE. PLEASE REVISE THE NOTES AND VERIFY THE CALCULATIONS.
15. SHEET S1.5; STRUCTURAL NOTES (FOUNDATIONS): INDICATE ON NOTE 1 THE DESIGN SOIL PRESSURE = 1500 PSF AT 18" TO BOTTOM OF FOOTING BELOW FINISH GRADE.
16. GENERAL: PLEASE PROVIDE AN APPROVED SITE PLAN WITH THIS SUBMITTAL. CLARIFY ON THE DRAWINGS THE BUILDING NUMBERS (#1, #2, #3, #4, OR #5) AS SHOWN ON THE PLANS.
17. GENERAL: PLEASE PROVIDE ON THE DRAWINGS AN ARCHITECTURAL CODE ANALYSIS FOR EACH STRUCTURE IN THIS SUBMITTAL, INCLUDING OCCUPANCY TYPE, SQUARE FOOTAGE, ALLOWABLE SQUARE FOOTAGE, CONSTRUCTION TYPE, OCCUPANT LOADS, EXITS REQUIRED, MEANS OF EGRESS, PLUMBING FIXTURES REQUIRED AND PROVIDED, MAXIMUM ALLOWABLE DISTANCE AND ACTUAL DISTANCE TO PLUMBING FIXTURES, AND OTHER REQUIREMENTS AS NEEDED.
18. GENERAL: PLEASE PROVIDE ON THE DRAWINGS DOOR SCHEDULES, WINDOW SCHEDULES, WALL TYPES, FIRE RESISTANCE RATINGS, ENERGY CALCULATIONS, AND OTHER REQUIREMENTS AS NEEDED.
19. GENERAL: PLEASE PROVIDE STRUCTURAL CALCULATIONS (VERTICAL AND LATERAL) FOR THE FOUNDATION DESIGN AND ANCHORAGE DESIGN OF THE UNIT TO THE FOUNDATION.
20. GENERAL: PLEASE PROVIDE DETAILS ON THE DRAWINGS FOR WINDOW HEADS, SILLS, AND JAMBS, AND DETAILS FOR DOOR HEADS AND JAMBS.
21. GENERAL: PLEASE PROVIDE WRITTEN RESPONSES TO ALL REVIEW COMMENTS.
12/29/2016 DAN SANTA CRUZ ELECTRICAL-COMMERCIAL REVIEW Reqs Change PLEASE ADDRESS THE FOLLOWING ELECTRICAL PLAN REVIEW COMMENTS. ALSO PROVIDE A WRITTEN RESPONSE.
#1 Ref: plan sheets E1.0, E1.1. The plans call for spot welding the conduit runs. This is a violation per NEC 300.18B, and my also compromise conduit, factory elbows, fittings listing. Support and or strap the conduit and associated fittings in an approved and workmanship like manner per the manufacturer's instructions and per NEC requirements. NEC 110.3, 110.12.
#2. Locate and identify each piece of mechanical equipment on the electrical floor plans.
#3. Provide complete panel, and luminaire, schedules as outlined per the City of Tucson Commercial Submittal Requirements (Electrical).
#4. Provide a complete one line diagram including, load calculations, fault current, as outlined per the City of Tucson Commercial Submittal Requirements (Electrical).
#5. The sub panel circuit breaker size shown on the one line diagram does not correlate with the sizes shown on the 400 amp distribution panel schedule. Also show all the circuit breaker ratings and conduit, feeder sizes, for each of the sub panels on the one line diagram.
#6. Provide complete compliance with the 2012 IECC for lighting.
#7. Provide complete compliance with the TUCSON/PIMA COUNTY OUTDOOR LIGHTING CODE. See chapter 1 sec. 104.
#8. Change the NEC code references from 2012 to 2011.

Due to the nature of the comments, additional comments may be generated at the subsequent review. It may be beneficial to obtain the services of an electrical design professional.
The City of Tucson Commercial Plan Submittal Requirements and the Tucson/Pima County Outdoor Lighting Code can be down loaded from www.tucsonaz.gov/pdsd.
Ref: 2012 IBC sec. 107.2.1, 2011 NEC

Final Status

Task End Date Reviewer's Name Type of Review Description
01/13/2017 KROBLES1 OUT TO CUSTOMER Completed