Microfiche records prior to 2006 have not been completely digitized and may not be available yet on PRO. If you can not find what you are looking for please submit a records request.
Permit Review Detail
Review Status: Completed
Review Details: RESUBMITTAL - TI ALL
Permit Number - T16CM09484
Review Name: RESUBMITTAL - TI ALL
Review Status: Completed
Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
---|---|---|---|---|---|
03/08/2017 | ROBERT SHERRY | MECHANICAL-COMMERCIAL | REVIEW | Completed | |
03/09/2017 | STEVE SHIELDS | ZONING | REVIEW | Approved | |
03/09/2017 | ROBERT SHERRY | WATER | REVIEW | Reqs Change | Comment not addressed. [Initial comment: Provide the size of the water meter and the size of the reduced pressure backflow prevention assembly serving this building. Reference: Section 107.2.1, IBC |
03/09/2017 | ROBERT SHERRY | PLUMBING-COMMERCIAL | REVIEW | Reqs Change | 1. Verify that the temperature mixing valve for the proposed lavatory faucet (T&S Brass EC-3102-VF5-TMV) is listed to ASSE 1070. [Initial comment: Provide tempered water for the restroom lavatories and public hand-washing sinks using approved devices conforming to ASSE 1070. Reference: Sections 416.5 and 607.1.2, IPC 2012.] 2. Specify that the proposed lavatory faucet (T&S Brass EC-3102-VF5-TMV) will have an automatic time out set for a maximum of 30-seconds. [Initial comment: Provide an automatic faucet for the lavatory, dispensing a maximum of 0.25 gallons per metering cycle. Verify that the automatic faucet will operate for a minimum time of 10-seconds. Reference: Section 416.6, IPC 2012, as amended by the City of Tucson and Section 606.4, ICC/ANSI A117.1-09.] 3. Provide the dimensions of the scuppers used to drain the roof (i.e. the opening in the parapet wall). Use hydraulic calculations to show that the proposed scuppers are adequate to drain the 100-year hourly rainfall rate (3" per hour or 0.031 GPM/square foot). Provide overflow protection for the roof such that the rain load on the roof will not exceed the structural design if all of the primary roof drains are blocked for any reason. Openings in a collector box do not provide overflow protection for the roof - they only provide overflow protection for the downspout. Reference: Sections 1101, 1106 and 1108, IPC 2012, and Sections 1611.1 and 1611.3, IBC 2012. [Initial comment: Provide roof drainage calculations and plans. Provide overflow protection for the roof. Reference: Sections 1101, 1106 and 1108, IPC 2012.] |
03/09/2017 | ERIC NEWCOMB | BUILDING-COMMERCIAL | REVIEW | Reqs Change | 1. REVISED DRAWING A1.1.0; FIRST LEVEL PLAN: IT DOES NOT APPEAR THE CHILLER PAD SIZES HAVE CHANGED, AND THIS SHEET DOES NOT MATCH SHEET A1.0.0 FOR PAD LAYOUT. PLEASE VERIFY. 2. REVISED DRAWING A6.1.0; OPENING SCHEDULES AND DETAILS: DOOR 23B WAS NOT ADDED TO THE SCHEDULE. PLEASE VERIFY. 3. REVISED DRAWING S1.1.0; FIRST LEVEL FOUNDATION PLAN: IT DOES NOT APPEAR THE CHILLER PAD SIZES HAVE CHANGED, AND THIS SHEET DOES NOT MATCH SHEET A1.0.0 FOR PAD LAYOUT. PLEASE VERIFY. 4. GENERAL: PLEASE PROVIDE WRITTEN RESPONSES TO ALL REVIEW COMMENTS. |
03/23/2017 | DAN SANTA CRUZ | ELECTRICAL-COMMERCIAL | REVIEW | Approved | |
03/28/2017 | CTREVIL1 | WWM | REVIEW | Needs Review |