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Permit Review Detail
Review Status: Completed
Review Details: COMMERCIAL - NEW
Permit Number - T16CM08752
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 |
| 12/01/2016 | MARTIN BROWN | FIRE | REVIEW | Reqs Change | This does not appear to be a complete set of plans. No code review section, no door schedule, no equipment schedule, etc. Please clarify. |
| 12/08/2016 | 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 S1.1; BUILDING #2 MAIN FLOOR PLAN: THE TOTAL AREA FOR THE FIRST FLOOR PORTION (INCLUDING COVERED DINING) SHOULD BE 512 SF, AND THE SECOND FLOOR PORTION (INCLUDING OUTDOOR DINING) SHOULD BE 480 SF. THIS WOULD INDICATE THE TOTAL SF (FIRST AND SECOND LEVELS) SHOULD BE 992 SF. THE TOTAL OCCUPANT LOAD FOR THIS SHOULD BE BASED ON THAT SF. 4. SHEET S1.0 (BUILDING #2 FOUNDATION PLAN); SHEET S1.4 (DETAIL 2): THE FOUNDATION PLAN INDICATES AN F-2 FOOTING (24"W X 12"D CONC. 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. 5. SHEET S1.0 (BUILDING #2 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 INDICATES 4-#4 REBAR VERT. PLEASE REVISE THE FOOTING SCHEDULE TO INDICATE 4-#4 REBAR VERT. 6. SHEET S1.1; BUILDING #2 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 BOX CAR AND TO THE WALK-IN COOLER/STORAGE ROOF, OR REFERENCE A DETAIL PROVIDED ON THE DRAWINGS. 7. SHEET S1.1; BUILDING #2 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 STAIR, WHICH INCLUDES TRAVEL DISTANCE DOWN THE STAIR). PLEASE INDICATE ON THE UPPER FLOOR PLAN THE COMMON PATH OF EGRESS TRAVEL MEETS THAT REQUIREMENT (MEASURE PATH PER SECTION 1016.3). 8. SHEET S1.1; BUILDING #2 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 THE FLOOR. 9. SHEET S1.3; BUILDING #2 MAIN FLOOR FRAMING PLAN: PLEASE PROVIDE STRUCTURAL CALCULATIONS (VERTICAL AND LATERAL) FOR THE COVERED PATIO FRAMING. 10. 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 1'-0" 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. 11. 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 IN THE PLANS. 12. GENERAL: PLEASE PROVIDE ON THE DRAWINGS AN ARCHITECTURAL CODE ANALYSIS FOR THIS STRUCTURE IN THIS SUBMITTAL, INCLUDING OCCUPANCY TYPE, SQUARE FOOTAGE, ALLOWABLE SQUARE FOOTAGE, CONSTRUCTION TYPE, OCCUPANT LOAD, EXITS, MEANS OF EGRESS, PLUMBING FIXTURES, AND OTHER REQUIREMENTS AS NEEDED. 13. GENERAL: PLEASE PROVIDE ON THE DRAWINGS DOOR SCHEDULES, WINDOW SCHEDULES, WALL TYPES, FIRE RESISTANCE RATINGS, ENERGY CALCULATIONS, AND OTHER REQUIREMENTS AS NEEDED. 14. GENERAL: PLEASE PROVIDE STRUCTURAL CALCULATIONS (VERTICAL AND LATERAL) FOR THE FOUNDATION DESIGN AND THE ANCHORAGE OF THE UNIT TO THE FOUNDATION. 15. SHEET S1.3; BUILDING #2 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. 16. GENERAL: FOR THIS PROJECT ACTIVITY NUMBER, IT WILL BE ASSUMED THAT THE RESTAURANT IS IDENTIFIED AS BUILDING #2 ON THE DRAWINGS. PLEASE VERIFY. 17. GENERAL: PLEASE PROVIDE WRITTEN RESPONSES TO ALL REVIEW COMMENTS. |
| 12/09/2016 | ERIC NEWCOMB | COMMERCIAL IMPACT FEE | COMMERCIAL IMPACT FEE PROCESSING | Approved | |
| 12/12/2016 | ROBERT SHERRY | MECHANICAL-COMMERCIAL | REVIEW | Reqs Change | 1. 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. 2. 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. 3. Show how one of the "Additional Efficiency Package Options" (C406, IECC 2012) is to be accomplished. Reference: Section C401.2, IECC 2012. 4. 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. 5. 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. 6. 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. 7. 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. 8. Show the size, routing, and termination of the condensate drains. Reference: Section 307.2.1, IMC 2012 as amended by the City of Tucson. 9. Provide calculations to show how ventilation will be provided for the occupied spaces. Reference: Section 401.2, IMC 2012. |
| 12/12/2016 | ROBERT SHERRY | PLUMBING-COMMERCIAL | REVIEW | Reqs Change | 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. |
| 12/12/2016 | ROBERT SHERRY | WATER | REVIEW | Reqs Change | 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. |
| 12/20/2016 | DAN SANTA CRUZ | ELECTRICAL-COMMERCIAL | REVIEW | Reqs Change | PLEASE ADDRESS THE FOLLOWING ELECTRICAL PLAN REVIEW COMMENTS. ALSO PROVIDE A WRITTEN RESPONSE. Ref: plan sheets E1.0, E1.1. #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. The sub-panel designation on the electrical floor plans for each building needs to correlate with the panels shown on the one line diagram. #3. Locate and identify each piece of mechanical equipment on the electrical floor plans. #4. Provide complete panel, and luminaire, schedules as outlined per the City of Tucson Commercial Submittal Requirements (Electrical). #5. Provide a complete one line diagram including, load calculations, fault current, as outlined per the City of Tucson Commercial Submittal Requirements (Electrical). #6. Assign circuit and panel designations for all string lighting and include the string lighting in the luminaire schedules. #7. Justify the reduced neutral sizes for the panel feeders. #8. 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 and conduit sizes, for the sub panels and feeders on the one line diagram. #9. Provide for a grounding electrode system to be installed at building #2 as required per NEC art 250.32. #10. Provide complete compliance with the 2012 IECC for lighting. #11. Provide complete compliance with the TUCSON/PIMA COUNTY OUTDOOR LIGHTING CODE. #12. Change the NEC code references from 2012 to 2011. Due to the natures 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 107.2.1, 2012 IECC, 2011 NEC, City of Tucson/Pima County Outdoor Lighting Code, City of Tucson Commercial Plan Submittal Requirements. Dan.santacruz@tucsonaz.gov |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 01/13/2017 | KROBLES1 | OUT TO CUSTOMER | Completed |