Permit Review Detail
Review Status: Completed
Review Details: COMMERCIAL - NEW
Permit Number - T15CM03370
Review Name: COMMERCIAL - NEW
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 05/21/2015 | MARTIN BROWN | FIRE | REVIEW | Approved | |
| 06/02/2015 | ROBERT SHERRY | PLUMBING-COMMERCIAL | REVIEW | Reqs Change | 1. Clarify the orientation of the proposed building (i.e. the site plan does not agree with any of the building plans). Reference: Section 107.2.1, IBC 2012. 2. Clarify how the building drain is to connect to the existing building sewer; the plumbing plan indicates that the building drain exits the building nearly 32-feet west of the existing building sewer. Reference: Section 107.2.1, IBC 2012. 3. Clarify the layout of the water supply from the water meter to the restroom and the water dispenser. Coordinate the plumbing plan with the water riser diagram in detail A/P1. Reference: Section 107.2.1, IBC 2012. 4. The plumbing plan shows a hose bibb located at the corner of the building near the restroom with a ¾" water line extending away from the building. Where does this water line go? Reference: Section 107.2.1, IBC 2012. 5. Provide the minimum plumbing facilities required by Table 2902.1, IBC 2012, for storage occupancy (e.g. service sink). 6. Revise the water demand calculation using the fixture unit values for public fixtures, not private fixtures (e.g. a public lavatory = 2 wfu, a public tank-type water closet = 5 wfu). Hose bibbs and evaporative coolers have a continuous demand and are to be assigned a GPM demand and added to the demand determined for the plumbing fixtures. Reference: Sections E102.1 and E103.3 (2.1), IPC 2012. 7. Verify that Tucson Water will allow the use of a 5/8" water meter for a demand greater than 15 GPM. 8. Revise the water distribution system design criteria to provide a flow pressure of 15 PSI or the flow pressure prescribed by the fixture or appliance manufacturer, which ever is greater. Reference: Section 604.3, IPC 2012, as amended by the City of Tucson. 9. Verify that the pipe sizes called out for the water service and water distribution pipes 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). Reference: Sections 303.2 and 604.3, IPC 2012. 10. Provide a 4" cleanout at the junction of the 3" building drain and the existing 4" building sewer. Reference: Sections 708.3.2 and 708.7, IPC 2012. |
| 06/02/2015 | ROBERT SHERRY | WATER | REVIEW | Reqs Change | Show the location of the reduced pressure backflow assembly on the drawings. Reference: Chapter XXVII, Article V, Section 27-72, the Tucson Code, http://www.tucsonaz.gov/files/water/docs/backflow-ordinance.pdf. |
| 06/05/2015 | ROBERT SHERRY | MECHANICAL-COMMERCIAL | REVIEW | Completed | |
| 06/08/2015 | DAN SANTA CRUZ | ELECTRICAL-COMMERCIAL | REVIEW | Reqs Change | Please provide the following information on the electrical plans: #1. Show exit lighting, outdoor lighting, water heater locations and complete circuiting designations on the electrical plan. #2. Show full compliance with the Tucson Outdoor Lighting Code. #3. Indicate fuse types and sizes for the main service disconnecting means. #4. Provide for building steel bonding as required per NEC. Ref; IBC sec. 107.1, !07.2, NEC art. 110, 250, 300, 408, |
| 06/18/2015 | CPIERCE1 | COMMERCIAL IMPACT FEE | COMMERCIAL IMPACT FEE PROCESSING | Approved | |
| 06/22/2015 | ERIC NEWCOMB | BUILDING-COMMERCIAL | REVIEW | Reqs Change | 1. SHEET A-1; TOILET FIXTURES AND ACCESSORIES: NOTES 2, 6, 9, 10, 12, AND 13 WERE NOT INDICATED ON THE ELEVATIONS. PLEASE VERIFY AND PROVIDE AS REQUIRED. 2. SHEET A-1 (FLOOR PLAN); SHEET A-2 (EXTERIOR ELEVATIONS): THE NORTH ARROW ON THE PLAN DOES NOT MATCH THE NORTH, EAST, SOUTH, AND WEST ELEVATIONS AS INDICATED ON SHEET A-2. PLEASE CLARIFY. 3. SHEET A-3 (DETAIL 4); SHEET F-1 (FOUNDATION PLAN): REVISE THE BUILDING SLAB THICKNESS TO COORDINATE THE TWO DRAWINGS. 4. GENERAL: PLEASE PROVIDE A SITE PLAN WITH THE DRAWINGS. 5. GENERAL: PLEASE PROVIDE COMMENTARY ON THE DRAWINGS INDICATING THE MATERIALS TO BE STORED IN THIS FACILITY. ARE ANY OF THE MATERIALS CONSIDERED TO BE HAZARDOUS ACCORDING TO THE IBC SECTION 414? IF SO, FOLLOW THE REQUIREMENTS FOR ALLOWABLE QUANTITY, STORAGE, CONTROL AREAS, ETC., AND INDICATE ON THE DRAWINGS. 6. GENERAL: PLEASE PROVIDE FULL SIZE DRAWINGS FOR THE FOUNDATION PLAN AND PERTINENT FOUNDATION DETAILS. 7. GENERAL: PLEASE PROVIDE A FULL SIZE DRAWING INDICATING CONSTRUCTION MATERIAL STRENGTHS (CONCRETE, REINFORCING, STRUCTURAL STEEL, BOLTS, WELDS, ETC.), ALONG WITH ALLOWABLE SOIL BEARING, CODE PRESCRIBED LIVE LOADS (WIND, SEISMIC), ETC. 8. GENERAL: PLEASE PROVIDE WRITTEN RESPONSES TO ALL REVIEW COMMENTS. |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 07/09/2015 | FERNE RODRIGUEZ | OUT TO CUSTOMER | Completed |