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Permit Review Detail
Review Status: Completed
Review Details: COMMERCIAL - NEW
Permit Number - T20CM02530
Review Name: COMMERCIAL - NEW
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 06/03/2020 | ROBERT SHERRY | WATER | REVIEW | Reqs Change | 1. Water meters and reduced pressure backflow prevention assemblies are required to be installed in locations accessible to Tucson Water. Reference: Chapter XXVII, Article V, Section 27-72, the Tucson Code, http://www.tucsonaz.gov/files/water/docs/backflow-ordinance.pdf 2. Provide the site utility plan showing the location of the water meter, the location and size of the reduced pressure backflow assembly, and the size and route of the water service pipe. Reference: Section 107.2.1, IBC 2018 and Chapter XXVII, Article V, Section 27-72, the Tucson Code, http://www.tucsonaz.gov/files/water/docs/backflow-ordinance.pdf. 3. Provide the total water demand for the building and the size of the water meter, Reference: Section 107.2.1, IBC 2018. |
| 06/05/2020 | ROBERT SHERRY | MECHANICAL-COMMERCIAL | REVIEW | Reqs Change | 1. Correct the north arrow on sheets M-2, M-3, and M-4. Reference: Section 107.2.1, IBC 2018 2. Provide maintenance access space for the heat pumps HP-1, HP-2, HP-3 and the future heat pump in accordance with the manufacturer's installation instructions (see 3/A9.1 - the units are drawn smaller than actual size and have inadequate service space). Reference: Sections 304.1 and 306.1, IMC 2018 3. Provide calculations to verify that adequate ventilation will be provided for all of the occupied spaces. Include outside air balancing data on the plans. Reference: Section 403.3.1.1, IMC 2018. 4. Revise the mechanical design for the guest laundry and fitness room as required to avoid using the corridor as a return air duct. Reference: Section 601.2, IMC 2018. 5. Coordinate the building components used in the energy code analysis for the building envelope with those shown on the drawing (e.g. does the entire roof have R-60 cavity insulation?). Reference: Section C303.1, IECC 2018, as amended by the City of Tucson. 6. Provide heating and cooling load calculations to justify the heating/cooling capacities of the specified HVAC units. Reference: Section C403.1.1 and C403.3.1, IECC 2018. 7. Show that the proposed HVAC equipment meets the minimum performance requirements of Section C403.3.2, IECC 2018. 8. In the COMcheck Envelope Compliance Certificate, the reduced interior lighting power option was selected as the additional efficiency package requirement to comply with Section C406.1, IECC 2018. The electrical drawings however do not address compliance with Section C406.3, IECC 2018. Coordinate the approach to be used to comply with Section C406.1, IECC 2018. |
| 06/05/2020 | ROBERT SHERRY | PLUMBING-COMMERCIAL | REVIEW | Reqs Change | 1. Correct the north arrow on sheets P-2, P-3, and P-4. Reference: Section 107.2.1, IBC 2018. 2. Relocate the boxed note on sheet P-4; it is over-writing the plumbing key notes. Reference: Section 107.2.1, IBC 2018. 3. Horizontal branches shall connect no closer than ten diameters downstream of the bases of vertical stacks (see riser diagrams 1, 5, 6 and 7 on sheet P-5). Reference: Section 704.3, IPC 2018. 4. An approved 2-way cleanout fitting is a single fitting, not a field-assembled group of individual fittings as shown in detail 1/DT01. Reference: Section 708.1.8, IPC 2018. 5. Show that no fixtures located 12" or more above the rim elevation of the next upstream manhole discharge through the backwater valve. Reference: Section 714.1, IPC 2018. 6. Show that the 3" floor drain used as an indirect receptor for the elevator sump pump is capable of accepting the required discharge of 50 GPM without splashing or flooding. Reference: Section 802.4.1, IPC 2018. 7. Verify that the distance from the hot water source to the hot water termination for the public lavatory in room 139 complies with the requirements of Section C404.5, IECC 2018. |
| 06/08/2020 | JPEELDA1 | FIRE | REVIEW | Reqs Change | 1011.14 Alternating tread devices. 1011.14.2 Treads of alternating tread devices. Alternating tread devices shall have a minimum tread depth of 5 inches, a minimum projected tread depth of 8 ½ inches, a maximum tread width of 7 inches and a maximum riser height of 9 ½ inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projections of adjacent treads. The riser height shall be measured vertically between the leading edges of adjacent treads. The riser height and tread depth provided shall result in an angle of ascent from the horizontal of between 50 and 70 degrees. The initial tread of the device shall begin at the same elevation as the platform, landing or floor surface. - A1.3 Note IBC 2018 3001.2 Emergency elevator communication systems for the deaf, hard of hearing and speech impaired. An emergency two-way communication system shall be provided that: Is a visual and text-based and a video-based 24/7 live interactive system. Is fully accessible by the deaf, hard of hearing and speech impaired, and shall include voice-only options for hearing individuals. Has the ability to communicate with emergency personnel utilizing existing video conference technology, chat/text software or other approved technology IFC 2018 1009.8 Two-Way communication. A two-way communication system complying with Sections 1009.8.1 and 1009.8.2 shall be provided at the landing serving each elevator or bank of elevators on each accessible floor that is one or more stories above or below the level of exit discharge. IFC 2018 510.1 Emergency Responder Radio Coverage in new buildings. New buildings shall have an approved radio coverage for emergency responders within the building based on the existing coverage levels of the public safety communication systems utilized by the jurisdiction, measured at the exterior of the building. This section shall not require improvement of the existing public safety communication systems. Plans show a ladder to the roof. Check for code compliance Plans show two-way communication check for code compliance inside and outside the elevator Please note that 510 must be met by testing and providing documentation to TFD doors 152A, 150B and 150A are in the stairwell but they do not show that they are rated properly. Will the stairwell doors be card access? If so please provide documentation showing that they will be capable of unlatching via alarm and KNOX switch at approved location. 1010.1.9.12 (4) |
| 06/17/2020 | STEVE SHIELDS | ZONING | REVIEW | Reqs Change | |
| 06/17/2020 | LOREN MAKUS | ENGINEERING | REVIEW | Reqs Change | DP must be approved first. |
| 06/29/2020 | DAN SANTA CRUZ | ELECTRICAL-COMMERCIAL | REVIEW | Reqs Change | Please address the following electrical plan review comments. Also provide a written response. 1. Provide complete compliance with the 2018 IECC for the lighting. 2. Address wiring methods for the circuiting of all emergency and or exit lighting equipment. 3. Provide detailed information for the main elevator power. Feeders, OCPD's, source of power. 4. Is a fire pump required? Please clarify. 5. Ref; Outdoor Lighting. (a) Provide a note that states a special inspection is required. Section 104.2.2, 106.2.1 (b) Provide light source color temperature information for all exterior lighting and compliance with section 402.1. 6. Ref; Plan Sheet E1 and E2. The Demand load in Amps for a Typical unit is shown at 63 amps. Please justify how a feeder and OCPD rated at only 125 amps will be sufficient to carry the load for 4 units? (63 x 4= 252 amps). It is the understanding of the plan reviewer that by definition, Demand load is a percentage by which the total connected load is multiplied to determine the greatest probable load called on to carry. Ref; 2018 IBC sec, 107.2.1, 2017 NEC, 2018 IECC, City of Tucson Commercial Plan Submittal Requirements, 2012 Tucson/Pima County Outdoor Lighting Code. |
| 07/08/2020 | ERIC NEWCOMB | BUILDING-COMMERCIAL | REVIEW | Reqs Change | 1. Sheet G1.3; Side Wall Grab Bar at Water Closet (Figure 604.5.1): Please add the vertical grab bar per the ICC/ANSI Figure 604.5.1. 2. Sheet LS1.1; Accessible Units: Please revise the numbers shown for the accessible units and accessible units with roll-in showers. The Table for this should also be revised to show 7 accessible units. 3. Sheet S0.0; Design Loads: There is no snow load requirement in Tucson. Please revise. 4. Structural Calculations; Section B: Please provide key plans in the structural calculations that indicate a reference to the Header/Beam Schedule members (Sheets S2.1, S2.2, S2.3, and S2.4). The members are clearly indicated on the Framing Plans, but the structural calculations do not indicate member locations. 5. General: Please provide a Special Inspection Certificate with Parts A and B completed. This form may be found at www.tucsonaz.gov/PDSD. 6. General: Please provide written responses to all review comments. |
| 07/08/2020 | ERIC NEWCOMB | COMMERCIAL IMPACT FEE | COMMERCIAL IMPACT FEE PROCESSING | Approved |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 08/20/2020 | VLEON1 | APPROVAL SHELF | Completed |
| 08/20/2020 | VLEON1 | OUT TO CUSTOMER | Completed |
| 08/20/2020 | VLEON1 | REJECT SHELF | Completed |