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Permit Review Detail
Review Status: Completed
Review Details: COMMERCIAL - NEW
Permit Number - T18CM08172
Review Name: COMMERCIAL - NEW
Review Status: Completed
Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
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10/15/2018 | MARTIN BROWN | FIRE | REVIEW | Approved | |
10/22/2018 | ERIC NEWCOMB | BUILDING-COMMERCIAL | REVIEW | Reqs Change | 1. Sheet G0.01; Building Codes: Please revise the accessibility code to the 2009 ANSI. 2. Sheet G0.01; Code Analysis; Construction Information: Under the Construction Information heading, the total building area is listed as 46,952 square feet. Under the Code Analysis heading, the building area is listed as 48,882 square feet. Please verify. 3. Sheet G0.01; Construction Information: The total capacity of the exits is listed as 1460 occupants, while the Egress Plan indicates 1640 (6 @ 160 + 2 @ 340 = 1640). Please verify. 4. Sheet G0.01; Construction Information: Per the IBC Section 107.2, please provide on this sheet an allowable building area calculation using Section 508.2. 5. Sheet S0.02; Special Inspection Agents: The City of Tucson requires Parts A and B of the Special Inspection Certificate to be completed before an approved permit can be issued. Please find this form at www.tucsonaz.gov/PDSD. 6. Sheet S2.01; Details 7, 8, and 9: Please remove the footing depth dimension indicated as "minimum frost depth". 7. Sheet S2.01; Detail 12: Please revise the "B/Ftg see plan" to T/Ftg see plan. 8. Sheet S2.01; Detail 17: Please indicate the spacing of the vertical and horizontal reinforcing in the walls, or provide a reference for that information. 9. Sheet S2.02; Detail 8: Please indicate the weld of the continuous angle to each joist. 10. Structural Calculations: The structural calculations were stamped on the cover sheet by the architect of record. Were the calculations performed by that licensed professional, and the structural drawings provided by the structural engineer of record? Please verify. 11. Structural Calculations; Allowable Soil Bearing Value: The allowable soil bearing value indicated in the structural calculations is 2500 PSF. In the absence of a soils investigation, the City of Tucson follows the IBC Section 1806. A bearing value of 1000 PSF is allowed when the bottom of the footing is located at least 12" below finish grade or top of slab, whichever is lower. A bearing value of 1500 PSF is allowed when the bottom of the footing is located at least 18" below finish grad or top of slab, whichever is lower. Please verify the foundation design. 12. Sheet AS1.01; Site Plan: Please complete an enlarged plan indicator on the south wall in the truck dock area. 13. Sheet A1.02 (Enlarged Plan 1); Sheet G0.02 (Wall Type 3B): On the plan, are the masonry walls indicated as 3B at Rooms 114 and 115 required to be one hour fire resistance rated walls? Please verify if the 2011 NEC Section 450.21(B) and the 2012 NFPA Section 8.15.11.12 would require fire resistance rated walls and ceilings in the Electric Room 114 and the Sprinkler Room 115. If so, please revise Wall 3B and Doors 114 and E003. 14. Sheets A6.01 and A6.02: The City of Tucson requires all lettering (upper and lower case) to be a minimum of 3/32" in height. Please revise the elevation verbiage. 15. Sheet A8.01; Head and Jamb Details: Please add details for the masonry walls. 16. Sheet A8.01; Door Schedule: Please add rated doors as required at Doors 114 and E003. 17. General: Please provide written responses to all review comments. Reviewed by Eric Newcomb Contact at 520-837-4911 or Eric.Newcomb@tucsonaz.gov |
10/22/2018 | ERIC NEWCOMB | COMMERCIAL IMPACT FEE | COMMERCIAL IMPACT FEE PROCESSING | Approved | |
11/02/2018 | 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 2012 Tucson/Pima County Outdoor Lighting Code, Ordinance #10963. Not to be confused with the IECC for exterior lighting. See section 104 of the Outdoor Lighting Code for plan submittal requirements. This Code can be printed or downloaded from www.tucsonaz,gov/pdsd. |
11/05/2018 | ROBERT SHERRY | WATER | REVIEW | Reqs Change | 1. Show the location of the proposed water meter, backflow preventer, and the water service pipe on a site plan; Reference: Chapter XXVII, Article V, Section 27-72, the Tucson Code, http://www.tucsonaz.gov/files/water/docs/backflow-ordinance.pdf. Verify the water pressure available to the site. Per Tucson Water, the water pressure range for this address may be greater than 80 PSI. |
11/06/2018 | ROBERT SHERRY | MECHANICAL-COMMERCIAL | REVIEW | Reqs Change | 1. Condensate drains shall be terminated at an approved disposal location. Reference: Section 307.2.1, IMC 2012, as amended by the City of Tucson. 2. Revise the energy code analysis for the building envelope, coordinating the building components used in the analysis with those shown on the drawing (e.g. the continuous wall insulation is not FF to roof deck). Reference: Section C303.1, IECC 2012, as amended by the City of Tucson. 3. Heat pump units RTU-1, RTU-2, and RTU-3 have a scheduled EER of 9.7 but the COMcheck Mechanical Compliance Certificate states that they are to have an EER of 11.5 with the minimum acceptable EER of 10.6. Provide heat pump units that comply with the Section C403.2.3, IECC 2012. 4. Provide heating and cooling load calculations for AC-1. Include AC-1 in the COMcheck Mechanical Compliance Certificate analysis. Reference: Section C403.2.1, IECC 2012. 5. Provide the sequence of operation for the demand control ventilation. Reference: Section 107.2.1, IBC 2012. 6. Show that each rooftop 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). If the thermostat does not require manual changeover from the heating and cooling modes, verify that it restricts set point overlap. Reference: Section C403.2.4, IECC 2012. |
11/06/2018 | ROBERT SHERRY | PLUMBING-COMMERCIAL | REVIEW | Reqs Change | 1. An approved development plan is not to be used for construction of on-site utilities (e.g. water service to the building, building sewer, etc.). Provide the civil plans referenced on sheet P1.01 showing the installation of the water service to the building and the installation of the building sewer as part of the building plan set. Reference: Sections 104.2 and 107.2.1, IBC 2012. 2. Install the proposed vacuum relief valve for the water heaters per the manufacturer's listing information, i.e. with no valves located between the vacuum relief valve and the water heater. Reference: Section 303.2, IPC 2012. 3. Verify that the pipe sizes called out for the flush valves (e.g. water closets W1 and W2) will not result in water velocities greater than that recommended by the pipe manufacturer (e.g. limit the water velocity to less than 8 FPS for copper, PEX, or CPVC piping). At a minimum design flow rate of 25 GPM for a siphonic, flush-valve water closet, a 1" Type L copper pipe has a flow velocity of 9.7 FPS. Reference: Table 604.3, IPC 2012. 4. The design of the water heater piping, with a valve located between the water heater and the expansion tank, makes it impossible for the expansion tank to accommodate the thermal expansion of the water in the water heater as intended by Section 607.3, IPC 2012. 5. Appliances (e.g. ice makers, 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. 6. Water supply connections to beverage dispensers (e.g. coffee machines) shall be protected with backflow preventers conforming to ASSE 1022. Reference: Section 608.16.1, IPC 2012. 7. Indirect waste receptors shall not be installed in inaccessible or unventilated spaces (e.g. cupboards, chases, or closets). Indirect waste receptors shall have ready access. See detail 4/P1.01. Reference: Section 802.3, IPC 2012. 8. Provide traps for all floor drains (not including the scrubber drain). Reference: Section 1002.1, IPC 2012. 9. Provide roof drainage calculations for the roof drains and the scuppers. Include the effect of any vertical walls that can divert rainfall onto the roof. Show the location and dimensions of the overflow scuppers on the south wall. Reference: Sections 1101, 1106 and 1108, IPC 2012. 10. Provide overflow protection for the loading canopies, the entrance soffit, and the associates' entrance soffit. Reference: Sections 1101, 1106 and 1108, IPC 2012. |
11/07/2018 | DAVID RIVERA | ZONING | REVIEW | Reqs Change | FROM: David Rivera PDSD Zoning Review Section PROJECT: T18CM08172 - New Building (Commercial Storage) Related to DP18-0235 Building Plan Review (1st Review) Project Cactus 709 W. Silverlake Road - I-1 Zoning TRANSMITTAL DATE: November 7, 2018 DUE DATE: November 9, 2018 COMMENTS: Please resubmit revised drawings and any redlined plans along with a detailed response letter, which states how all Zoning Review Section comments were addressed. 1. COMMENT: Zoning has reviewed the building plans for compliance with the current unapproved version of the development package. While the building footprint is consistent with the DP as it relates to the zoning review purview (Building footprint, Height, square footage, site conditions etc) zoning cannot approve the building plans until the building plans have been approved by the PDSD Commercial Plans reviewers. 2. COMMENT: Zoning will review the building plans on the next submittal as it relates to the zoning review purview and compare the building plan footprint, building height, and square footage and location to ensure consistency with the DP. (Include a copy as reference of the approved and PDSD stamped version of the DP with the next building plan submittal. 3. COMMENT: If any changes are necessary, due to the PDSD Commercial Plan Reviewer's comments that affect or change the building footprint, height, or square footage, the DP will need to be updated prior to approval of the building plans by Zoning. 4. COMMENT: Once the plans have been reviewed and approved by the PDSD Commercial Plan Reviewers and zoning has verified consistency with the approved PDSD copy of the signed DP, the building plans can be approved by zoning. If you have any questions about this transmittal, Contact David Rivera on Tuesday or Wednesday at (520) 837-4957 or by email David.Rivera@tucsonaz.gov or contact Steve Shields, (520) 837-4956 or Steve.Shields@tucsonaz.gov RESUBMITTAL OF THE FOLLOWING IS REQUIRED: building plans |
11/07/2018 | JOHN VAN WINKLE | ENGINEERING | REVIEW | Reqs Change | T18CM08172 1) Engineering has reviewed the building plans and they appear to be in conformance with the unapproved development package (DP18-0235) 2) Coordinate with Development Package (DP) to ensure that roof drains scupper underneath sidewalks. Reference City of Tucson Technical Standards Manual (TSM) section 7-01.4.1.E 3) Once the DP has been approved and any outstanding commercial review comments have been addressed, Engineering can conduct an over the counter review of the building plans. Call or Email to Schedule John Van Winkle, P.E. John.VanWinkle@tucsonaz.gov 520-837-5007 |
Final Status
Task End Date | Reviewer's Name | Type of Review | Description |
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11/19/2018 | SVALENZ1 | OUT TO CUSTOMER | Completed |