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Permit Review Detail
Review Status: Completed
Review Details: COMMERCIAL - NEW
Permit Number - T21CM00851
Review Name: COMMERCIAL - NEW
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 02/22/2021 | JVINCEN1 | FIRE | REVIEW | Approved | |
| 02/22/2021 | PCAMARE1 | ENGINEERING | REVIEW | Passed | |
| 02/22/2021 | STEVE SHIELDS | ZONING | REVIEW | Approved | |
| 03/16/2021 | JGARCIA1 | COMMERCIAL IMPACT FEE | COMMERCIAL IMPACT FEE PROCESSING | Completed | |
| 04/07/2021 | SAFEBUILT | 2ND PARTY REVIEW | REVIEW | Reqs Change | Activity Number: T21CM00851 GENERAL: Provide written responses to all review comments. Provide a complete plan set. Provide additional documents as requested by review staff. STRUCTURAL REVIEW COMMENTS: Denied 1. Refer Drawing S2. There is a note below Roof Plan called Beam Notation Key showing Moment Connections. There is no moment connections shown on Plan. Verify and revise as necessary. 2. 2. Provide Geotechnical Report for the proposed building per International Building Code 2018, Section 1803.1. 3. Structural steel, components and fasteners which are exposed are to be protected against corrosion in accordance with AISC 360 Section B.13 as indicated in IBC 2018 Section 2203.1. 4. Designer is to coordinate venting and drainage hole requirements for HSS tube members that are galvanized using the hot-dip galvanizing process. Provide for plugs as needed. AWS D-19.0 calls for welds on galvanized steel to be free of zinc. Field welds on galvanized parts requires the removal of the zinc coating in the area of weld. Provide zinc paint (approved by the galvanizer) and apply as required to the weld and steel area to provide protection. 5. Roof drainage and secondary drains are to comply with IBC 1502.1 BUILDING REVIEW COMMENTS: Approved ELECTRICAL REVIEW COMMENTS Approved MECHANICAL REVIEW COMMENTS: Approved PLUMBING REVIEW COMMENTS: Denied Section 1003.3 Grease interceptors. DELETE section in its entirety and Table 1003.3.4.1 and REPLACE with the following: Grease interceptor sizing criteria Gravity grease interceptor (GGI) shall be sized in accordance with table or formula below: Gravity Grease Interceptors Table Drainage Fixture Units per table defined in Pima County Industrial Wastewater Ordinance 13.36.420 (C) Minimum Size (gallons) Up to 10 DFU 300 11-16 DFU 500 17-25 DFU 750 26-33 DFU 1,000 34-44 DFU 1250 45-66 DFU 1500 67-111 DFU 2000. Where: DFU = Drainage Fixture Units per Table defined in Pima County Industrial Wastewater Ordinance 13.36.420 (C) • The minimum retention time of 30 minutes is based on Wastewater Engineering, Treatment, Disposal and Reuse, Third Edition, Metcalf and Eddy, Inc., McGraw-Hill, Inc., page 1028. • A minimum of 25% storage is required for floatable fats, oil and grease and settled solids is required for gravity grease interceptors. • The minimum sized GGI to be installed shall be 300 gallons. |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 04/07/2021 | LBOWERS1 | OUT TO CUSTOMER | Completed |