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: Requires Resubmit
Review Details: COMMERCIAL REVIEW - FULL v.3
Permit Number - TC-COM-0623-01471
Review Name: COMMERCIAL REVIEW - FULL v.3
Review Status: Requires Resubmit
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 12/20/2023 | Bldg Permits - Post Review | PENDING ASSIGNMENT | |||
| 12/04/2023 | External Reviewers - SAFEBuilt | REQUIRES RESUBMIT | Structural(S) Reviewer Madeline Nelson mnelson@safebuilt.com Denied Reason: Date Completed : 11/30/2023 3:47:08 PM For markups of Sheet F001, (Comments #2-5), see the Reviewer folder. 1. GENERAL - UPDATES: For project updates, please submit sheets with all changes clearly marked in revision clouds. Please provide a written response to each comment; updates without a clear response to all comments may not be reviewed. If you have any questions regarding the comments, you may contact me directly. Updates may result in additional comments. 2. F001 - CURRENT CODE: Structural construction documents shall clearly indicate the building code used for design. Please revise the reference to the "Latest State Building Code" to indicate the "2018 International Building Code" as currently adopted by the City of Tucson. 3. F001 - DESIGN CRITERIA: Per the 2018 IBC Section 1603.1.1 and 1603.1.2, floor and roof live load used for design should be clearly indicated on the construction documents. Please revise the structural general notes to remove "Per Latest State Building Code" and provide the specific design loads used for the roof framing and the mezzanine framing. Per the submitted calculation package, these loads are 20 psf and 100 psf respectively. 4. F001 - GEOTECHNICAL REPORT: The geotechnical report indicated on the structural general notes does not match the geotechnical report submitted on November 27, 2023. Please update the general notes to comply with the submitted report. This includes the company name on the report, the date the report was published and the engineer's findings for allowable bearing pressure (2,000 psf per the report and the included structural calculations). 5. F001 - DEFERRED SUBMITTALS: Per the 2018 IBC Section 107.3.4.1, the construction documents shall list all items that will be reviewed as deferred submittals. Please confirm that the pre-engineered metal building engineer will be responsible for design of the access stairs and handrails at the mezzanine level. If the stairs and handrails are being provided by a specialty engineer, please add a note to the structural general notes and provide any design loads as necessary. 6. F002 - SPECIAL INSPECTIONS: The structural general notes indicate minimum special inspections for concrete and masonry construction. Because the scope of work also includes foundations and structural steel construction, please list the minimum inspections required for these disciplines per the 2018 IBC, Section 1705 and the AISC. 7. F003 - FOUNDATION DESIGN: The spread footing sizes indicated on the Foundation Plan do not match the results of the calculation package, Pages 12 & 17 submitted on November 27, 2023. Please revise the foundation plan to match the foundation sizes indicated by Churches Engineering. 8. STRUCTURAL CALCULATIONS - ENGINEER'S SEAL: Per the Arizona Statutes governing engineer seals, the signing engineer must provide a date below his or her seal where it appears on the structural calculation package. Please resubmit with the date indicated. 9. STRUCTURAL CALCULATIONS - OUTDATED DRAWINGS: The submitted structural calculation package includes references to an outdated building geometry. Refer to Pages 1, 2, 10 & 11 for more information. Please resubmit the calculation package, revising or removing references to previous design layouts. 10. STRUCTURAL CALCULATIONS - CURRENT CODE: The current code adopted by the City of Tucson is the 2018 International Building Code. On page 5 of the calculation package, there is a wind diagram pulled from the ASCE 7- 02, which is outdated. Please revise the calculation package to indicate the current code and to comply with all its axillary codes, including the ASCE 7-16. Building(B) Reviewer Andrew Bevis abevis@safebuilt.com Approved Reason: Date Completed : 9/21/2023 11:01:31 AM Mechanical(M) Reviewer Neil Samaan nsamaan@safebuilt.com Approved with Comments Reason: Date Completed : 6/12/2023 10:33:03 PM Approved /subject to field approval Electrical(E) Reviewer Ron Ross rross@safebuilt.com Approved Reason: Date Completed : 11/28/2023 9:17:27 AM Plumbing(P) Reviewer (from previous submittal TUC9296001.092023) Perry Hendershott phendershott@safebuilt.com Approved with Comments Reason: Date Completed : 9/23/2023 7:57:22 PM Second Plumbing Review: Sala Garage Plan. See warehouse plan under project #TC-COM-0623-01468 OK Subject To Field Inspections 1). Resolved-Add gutter & downspout sizing calculations to plan page A105 -IPC 1106.1, 1106.3, 1106.6 2)..RESOLVED- Plan set needs to be accompanied by a site utility for the continuation of sanitary, water, fire line, & gas.as stated throughout plumbing pages -IPC 106.3.1 3).RESOLVED-Detail #6 on plan page P503 states water heater DWH-2 utilizes propane, but plan page P504 states water heater DWH-2 Utilizes Natural Gas ? Plan pages need to correlate. -IFGC 106.3.1/NFPA58 4). .RESOLVED-Plan pages P202B-G, P203 show LP Gas system but plan page P504 states water heater DWH-2 Utilizes Natural Gas ? Plan pages need to correlate. -IFGC 106.3.1/NFPA58 5). .RESOLVED-Plan page P504 fixture schedules needs to include high/low drinking fountain manufacturer & model number - IPC 410.1 6). .RESOLVED-Trench drain connections on plan page P601G need traps -IPC IPC 1002.1 7). .RESOLVED-Gas plan page P202B-G needs to illustrate the LP Tank location. -NFPA58 8)..RESOLVED-Gas piping plan page P202B-g needs to included gas system length & sizing table used -IFGC 402.4 9). .RESOLVED-Plan page P003 needs to include LP tank info such as above or underground type & size. -NFPA58 10). .RESOLVED-Gas plans need to include an LP tank detail that includes tank anchoring methods. -NFPA58 11)..RESOLVED-Label The emergency eyewash/shower mixing valve location plan pages P202B-G & P602G , it appears key note symbol #8 on P602G is intended to reflect this info but no correlating notes are included on plan page P602G? -IPC 106.3.1, 411.3 12). .RESOLVED-Plan page P602G is missing the correlating keynote information. -IPC 106.3.1 13). .RESOLVED-plumbing plan page P001 sheet list & plan set cover page plumbing plan sheet list don't match. -IPC 106.3.1 14). .RESOLVED-Plan page P001 sheet list doesn't match plumbing pages sent. -IPC 106.3.1 |
||
| 12/20/2023 | Site Engineering | REQUIRES RESUBMIT | See zoning comment | ||
| 12/07/2023 | Site Zoning | REQUIRES RESUBMIT | FROM: PDSD Zoning Review Section PROJECT: TC-COM-0623-01468 & TC-COM-0623-01471 7157 S. Swan Rd. – I-2 Transportation Service, Land Carrier (2nd Review) TRANSMITTAL DATE: December 7, 2023 COMMENTS: Please resubmit revised drawings along with a detailed response letter, which states how all Zoning Review Section comments were addressed. This site is located in the I-2 zone (UDC 4.7.30). Transportation Service, Land Carrier is a permitted use in this zone (Table 4.8-5), subject to Use Specific Standards 4.9.13.Q. 1. Zoning has reviewed the building plans for compliance with Development Package (DP) TD-DEV-0523-00230 and although the plans appear to match until comment 2 below is addressed and the DP is approved by all review agencies Zoning cannot approve the building plans. 2. Per UDC Article 6.4.4.A Measurement of Building Height, building height is the vertical distance measured from the design grade elevation to the middle (between the eave and ridge ) of the highest gable of a pitched or hipped roof. Provide a dimension from design grade to the midpoint of the pitched roof. If you have any questions about this transmittal, please contact Zone1.desk@tucsonaz.gov. |
||
| 11/22/2023 | PDSD Application Completeness | REVIEW COMPLETED |