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Permit Review Detail
Review Status: Completed
Review Details: COMMERCIAL - BLDG/FIRE/ZONING/ENG
Permit Number - T21CM09775
Review Name: COMMERCIAL - BLDG/FIRE/ZONING/ENG
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 01/10/2022 | JPEELDA1 | FIRE | REVIEW | Approved | |
| 01/12/2022 | ROBERT SHERRY | WATER | REVIEW | Reqs Change | Show the location of the proposed water meter, backflow preventer, and the water service pipe on a site plan (e.g. the civil utility plan). Provide the size of the water meter serving this building, the size of the backflow preventer associated with the water meter, and the total water demand served by the water meter. The development package is not a substitute for a complete site plan. Reference: Section 107.2.1 and 107.2.6, IBC 2018. |
| 01/12/2022 | STEVE SHIELDS | ZONING | REVIEW | Reqs Change | ZONING REVIEW TRANSMITTAL FROM: PDSD Zoning Review PROJECT: T21CM09775 & T21CM09776 2730 E Drexel Rd – P-I/I-1 General Manufacturing (1st Review) – DP21-0316 TRANSMITTAL: January 12, 2022 This site is located in the P-I/I-1 zones (UDC 4.7.28/4.7.29). General Manufacturing is a permitted use in this zone (Table 4.8-5) subject to Use Specific Standards P-1 4.9.5.C.2, .4, .5, .6, & .8 and 4.9.13.Q / I-1 4.9.5.C.2, .6, .7, & .8 and 4.9.13.Q. Provide a detail comment response letter with the next submittal. 1. Zoning has reviewed the building plans for compliance with DP21-0316 and it appears that the building plans match the DP but until the DP is approved Zoning cannot approve the building plans. 2. Any DP21-0316 sheets provided in the building plan set, with the exception of utility plans, either need to be the stamped approved DP sheets, marked as for reference only or removed from the building set. If you have any questions about this transmittal, please contact Elisa Hamblin at Elisa.Hamblin@tucsonaz.gov. |
| 01/12/2022 | SSHIELD1 | COMMERCIAL IMPACT FEE | COMMERCIAL IMPACT FEE PROCESSING | Needs Review | |
| 01/14/2022 | SAFEBUILT | 2ND PARTY REVIEW | REVIEW | Reqs Change | Activity Number: T21CM09775 & T21CM09776 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. The Type of Construction is called VB on Architectural Drawings. Verify Building Area if this complies. 2. Provide Structural Notes Sheet covering all materials used and Structural Loadings. 3. Verify and revise reinforcing shown on Column and Footing Schedule for Concrete Tilt-up Wall footing on Drawing 1.0 A and 1.3B. Make revisions per Structural Calculations submitted. 4. Show Sections thru retaining walls at the Truck Docks. 5. Show Lines of Bridging for the Roof Joists as recommended by the Steel Joist Institute. 6. Verify if there is any impact on the Roof Joists or Joist Girders loadings shown on Roof Framing Plan due to weights of the Sky Lights and RTU’s. 7. Provide concrete data on the drawings for footings, walls, exterior slab, interior slab, beams and columns. F’c max, Max W/C ratio, Max aggregate size, Slump, Entrained Air Percent (+/- 1.5%), Cement Type. 8. Structural steel, components and fasteners that are exposed are to be protected against corrosion in accordance with AISC 360 Section B.13 as indicated in IBC 2018 Section 2203.1. 9. 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. 10. The requirements in OSHA 1926.757 for the erection of open web steel joists are to be followed. Where steel joists are used with columns that are not framed in at least two directions with solid web structural steel members, a steel joist shall be field-bolted at the column to provide lateral stability to the column during erection. Where constructability does not allow a steel joist to be installed at the column the joists are to be stabilized on both sides of the column. 11. Verify OSHA steel erection standards for open web steel joists. Section 1926.757 (a)(8) requires connections of individual steel joists to steel structures in bays of 40 feet or more shall be fabricated to allow for field bolting during erection. 12. Except for steel joists that have been pre-assembled into panels, connections of individual steel joists to steel structures in bays 40 feet or more shall be fabricated to allow for field bolting during erection. 13. Provide a vertical stabilizer plate at columns for steel joist as required by OSHA 1926.757. 14. DEFERRED SUBMITTAL REQUIREMENTS Structural general notes are to include any components of the building that may be considered deferred submittals. IBC Section 107.3.4.1 requires deferred submittals to be approved by the building official. Examples of items that likely should not be deferred include deep foundation elements, deep excavation shoring and prefabricated metal buildings. If items will be deferred the plans are to clearly note the following per IBC Section 107.3.4.1: * To be reviewed by design professional in responsible charge. * Design professional shall affix a notation that the deferred items are in general conformance with their design of the building. * They shall be submitted for review by the building official. * Shall not be installed until approved by building official. Submit a response letter addressing these correction items and provide bubbles on the revisions to the drawings. BUILDING REVIEW COMMENTS: Denied 1. Sheet G2: The code review indicates that should be an area calculation table and a building code summary table on this sheet, however, no tables exists. Provide the necessary tables. MECHANICAL REVIEW COMMENTS: Conditionally Approved 1. Approved/Subject to field approva ELECTRICAL REVIEW COMMENTS Conditionally Approved E2.1A ELECTRICAL LIGHTING PLAN BUILDING A – NORTH: Keyed Note#2 seems wrong on this sheet and others as well. Clarify as detail seems to reference wrong sheet. PLUMBING REVIEW COMMENTS: Denied 1). Provide civil site utility piping plan that is listed on CVR2.0 to show the continuation the water service & sewer. And to show the civil plan correlates with Building plans. -IPC A106.3.1 2). Add roof drain sizing calculations to the plumbing plan that derive from -IPC 1106.1 & 1106.2 & Tucson Amendment Appendix B rates of rainfall. 3). Add the GPM discharge amount to each set of roof drain/overflows on plan pages P2.1A thru P2.4B -IPC 1106.2 4). Add roof drain/overflow rooftop detail to plan page A6.1. -IPC A106.3.1 5). Plan Pg. P1.0 notation #4 gas meter location is not illustrated on the same page. -IFGC A106.3.1 6). Revise the Keyed Notes in reference hub drain assembly on pages P2.1 A thru P2.4B to direct you to the correct detail 2 P7.1 -IPC A106.3.1 7). Cold water connection for each evaporator cooler needs a backflow device. -IPC 608.3 |
| 02/02/2022 | LOREN MAKUS | ENGINEERING | REVIEW | Reqs Change | Development Package must be approved first. |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 02/02/2022 | VVERA1 | OUT TO CUSTOMER | Completed |