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: COMMERCIAL - NEW
Permit Number - T21CM02888
Review Name: COMMERCIAL - NEW
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 04/13/2021 | ROBERT SHERRY | WATER | REVIEW | Completed | |
| 04/14/2021 | JPEELDA1 | FIRE | REVIEW | Approved | |
| 04/26/2021 | LSHAMIS1 | COMMERCIAL IMPACT FEE | COMMERCIAL IMPACT FEE PROCESSING | Completed | |
| 04/28/2021 | SAFEBUILT | 2ND PARTY REVIEW | REVIEW | Reqs Change | Activity Number: T21CM02888 GENERAL: o Provide written responses to all review comments. o Provide a complete plan set. o Provide additional documents as requested by review staff. STRUCTURAL REVIEW COMMENTS: Denied 1. Provide Structural Calculations for Foundations and Roof Framing per Section 1601.1 of International Building Code 2018. 2. Provide Wind Load Calculations for the Building per Section 1609 of International Building Code 2018. 3. Provide Seismic Calculations for the Building per Section 1613 of International Building Code 2018. 4. All Calculations shall be sealed and signed by Professional Engineer registered with State of Arizona per Section 107.1 of International Building Code 2018. 5. Provide Geotechnical Report for the proposed building per International Building Code 2018, Section 1803.1. 6. Provide Truss Bridging info on Roof Plan. 7. Provide Shear Walls locations on Floor Plan. 8. Provide Wood Beam locations for B1 thru B4 on Plan. 9. Details 9 and 10 on Drawing S3.1 calls for Existing Roof Framing and Existing Purlins. Verify and make revisions as needed. 10. Detail 12b on Drawing S3.1 shows Mechanical Unit Framing. Verify and locate Mechanical Unit on Roof Plan. 11. Submit a response letter addressing these correction items and provide bubbles on the revisions to the drawings. BUILDING REVIEW COMMENTS: Denied 1. Provide a roof plan that show roof slopes, roof access (if required), roof drains, etc. ELECTRICAL REVIEW COMMENTS Denied E0.0 ELECTRICAL NOTES: No electrical issues. Sheet description on Arch Sheet Index different than actual sheet. E0.1 LIGHT FIXTURE SCHEDULE: No electrical issues. Sheet description on Arch Sheet Index different than actual sheet. E0.2 ELECTRICAL SITE PLAN: No electrical issues. Sheet number not on Architectural Sheet Index. E1.0 LIGHTING PLANS: No electrical issues. Sheet description on Arch Sheet Index different than actual sheet. E2.0 POWER PLAN: No electrical issues. E2.1 MECHANICAL POWER AND SYSTEMS PLANS: No electrical issues. Sheet description on Arch Sheet Index different than actual sheet. E3.0 ONE LINE DIAGRAM, PANEL SCHEDULES & CALCS: Should provide transformer size calculated per NEC. Remove 'AND GAS PIPE' from grounding note. This is in violation of NEC 250.52.B.1 Not an electrical issue, but Sheet description on Arch Sheet Index different than actual sheet. MECHANICAL REVIEW COMMENTS: Approved Pending Section 403.3.1.5 Balancing. REVISE Section by DELETING the second sentence which reads "Ventilation systems shall be balanced by an approved method" and REPLACING it with the following: Ventilation systems shall be balanced by individuals holding current certification from the Associated Air Balance Council (AABC), the National Environmental Balancing Bureau (NEBB) or other approved agencies. Final reports shall be provided to the engineer of record and the code official prior to the issuance of a certificate of occupancy. PLUMBING REVIEW COMMENTS: Denied Where: DFU = Drainage Fixture Units per Table defined in Pima County Industrial Wastewater Ordinance 13.36.420 (C) o 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. o A minimum of 25% storage is required for floatable fats, oil and grease and settled solids is required for gravity grease interceptors. o The minimum sized GGI to be installed shall be 300 gallons. Note: Providing additional interceptor capacity can reduce an interceptor's maintenance frequency. However, solid accumulation and low flows in an interceptor can, over an extended period of time, produce a corrosive environment which can damage the structural integrity of the interceptor. An oversized |
| 05/03/2021 | STEVE SHIELDS | ZONING | REVIEW | Reqs Change | ZONING REVIEW TRANSMITTAL FROM: PDSD Zoning Review PROJECT: T21CM02888 1526 N Alvernon Way Food Service TRANSMITTAL: May 3, 2021 This site is located in the C-1 zone (UDC 4.7.20). Construction Services is a permitted use in this zone (Table 4.8-4) subject to Use Specific Standards 4.9.4.M.1 & 5 and 4.9.13.O. 1. Zoning has reviewed the building plans for compliance with DP21-0026 and the proposed plans do not match what is shown on the DP. Either the building plans or the DP will need to be revised to match. Until the DP is approved and the plans match Zoning cannot approve the building plans. If you have any questions about this transmittal, please contact Elisa Hamblin or Elisa.Hamblin@tucsonaz.gov. |
| 05/06/2021 | SBLOOD1 | ENGINEERING | REVIEW | Approved |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 05/10/2021 | PCAMARE1 | OUT TO CUSTOMER | Completed |