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Permit Review Detail
Review Status: Completed
Review Details: COMMERCIAL - BLDG/FIRE/ZONING/ENG
Permit Number - T22CM04003
Review Name: COMMERCIAL - BLDG/FIRE/ZONING/ENG
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 06/09/2022 | SAFEBUILT | 2ND PARTY REVIEW | REVIEW | Reqs Change | Activity Number: T22CM04003 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. Verify the design lateral pressure from the surcharge loads are included in the lateral earth pressure load and design of the foundation wall as indicated in IBC 2018 Section 1610.1 2. 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. 3. 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. 4. Provide a vertical stabilizer plate at columns for steel joist as required by OSHA 1926.757. 5. 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. 6. Bracing is shown along line 10 in the North South Direction. Verify lateral loading is resisted by the end walls in NS and EW directions and transferred to the foundations safely. 7. Show lines of bridging for the steel joists per the recommendation of the Joist Manufacturer. Submit a response letter addressing these correction items and provide bubbles on the revisions to the drawings. BUILDING REVIEW COMMENTS: Denied Construction documentations – Project application address is “6690 South Alvernon Way” while other documents doesn’t match this. Structural calculation doesn’t provide this address. Bond letter – Term effective from 7/21/2020 to 7/21/2021 which has past. Sheet A0.0 – Provide complete and accurate applicable building codes. “2015” International Fire Code is used instead of “2018”. 2017 “Idaho State” Plumbing Code is used for City of Tucson, Arizona project. Sheet A0.0 and A2.1 – Maximum exit access travel distance with sprinkler system is not 400’ for S-1 per 2018 IBC table 1017.2. It’s 250’ with sprinkler system. Is the anticipated occupancy S-2 instead? Clarify. Sheet A0.0 – Provide complete list of deferred submittals and separate permits to clarify the scope of work. Project application states “MEP” are differed so describe each of them in A0.0. How is this building energized without any electrical work for means of egress? Are there structural submittals such as tilt up and steel stairs? How about Fire Alarm and Sprinkler system? Is signage under separate permit too? Sheet A0.0 – Show ADA parking count per A117.1 – 2009. How many required and provided ADA parking? Sheet A2.1 - How is this building energized without any electrical work for means of egress? Provide electrical scope of work and construction documents for egress requirements such as exit signs and illumination. Sheet A2.1 – Provide the scope of fire alarm system. Is it going to be provided? Sheet A2.2 – shows “electrical company to protect transformer and gear” while no electrical plans were submitted. Sheet A2.2 – Construction notes 3 states to coordinate stair locations with “Civil” while Civil plan not provided. Sheet A2.2 – Construction notes 4 install freeze proof hose bib per “MEP” while no MEP drawings are provided. Sheet A2.2 – Construction notes 7 to coordinate electrical requirements for overhead doors while no electrical plans are submitted. Sheet A2.2 – Construction notes 8 to install power operated insulated sectional overhead door while no electrical plans are submitted. Sheet A2.2 – Construction notes 15 states vapor barrier under slab to “refer to structural drawings.” Where is this referenced in structural plans? Provide specific sheet and section to cross reference and coordinate. Sheet A2.2 – Construction notes 19 states concrete curb and gutter per “civil” while not civil drawings are provided. Sheet A2.4 – Provide the flow rate from roof surface per 2018 International Plumbing Code section 1106.6 (size of roof gutters). Does specified 10.5x10.5 meet 60-minute duration of 100 years rain to prevent overflow of the gutters? Also reference horizontal gutter sizing 2018 IPC table 1106.6. Sheet A2.4 – Cross reference roof edge details and provide gutter and downspout details. Structural plans – Provide statement and schedule for special inspections per 2018 International Building Codes Chapter 17. List complete and accurate items that require special inspections. MECHANICAL REVIEW COMMENTS: Denied 1. Provide mechanical plans (IMC2018,106.3.1) 2. Provide ventilation calculations (IMC2018,,403.3.1.1.1) you have 3,028 openable area for all your doors which will not meet the 4% openable area to the outdoors for natural ventilation 3. Provide a detailed narrative on the process that occurs in the warehouse (e.g. what materials are you storing in the warehouse, what type of forklifts are you using in the warehouse is it fuel or electric) (imc2018,106.3.1) ELECTRICAL REVIEW COMMENTS Denied No electrical design was submitted as the electrical is design build. Electrical permit cannot be approved by Safebuilt without a design to review. Will need to contact local AHJ for approval or submit when deferred submittal is ready. PLUMBING REVIEW COMMENTS: Denied First Plumbing Review: 1). Cover Sheet code summary is calling out 2017 Idaho Plumbing Code? Should be 2018 International Plumbing Code 2), Add Gutter & downspout sizing calculations to plan page A2.4 -IPC 1106.1, 1106.3, 1106.6 3). Add a Downspout grade level connection detail to plan page A2.4 - IPC 1101.6 4). No Building drain or water stub ins shown on these plans? - IPC 301.3 If you require additional clarification regarding these comments, please contact Doris Benoit at doris.benoit@tucsonaz.gov |
| 06/15/2022 | JVINCEN1 | FIRE | REVIEW | Reqs Change | See building comments john.vincent@tucsonaz.gov 5203495581 |
| 06/16/2022 | ROBERT SHERRY | WATER | REVIEW | Passed | |
| 06/21/2022 | IMONSHI1 | ZONING | REVIEW | Reqs Change | FROM: Iman Monshizadeh PDSD Zoning Review Section PROJECT: T22CM04003 – Tucson Commerce Center Building Plan Review (1st Review) 6690 S Alvernon Wy / I-1 TRANSMITTAL DATE: 6/21/2022 COMMENTS: Please resubmit revised drawings and any redlined plans along with a detailed response letter, which states how all Zoning Review Section comments were addressed. 1.COMMENT: Zoning has reviewed the building plans for compliance with the associated Development Package DP22-0100. Zoning cannot approve the building plans until the DP is approved. 2. COMMENT: Zoning will review the building plans on the next submittal as it relates to the zoning review purview and compare the building plan footprint, building height, and square footage and location to ensure consistency with the Development Package. 3. COMMENT: Once the plans have been reviewed and approved by PDSD Commercial Plan Reviewers and zoning has verified consistency with the DP, the building plans can be approved by zoning. If you have any questions about this transmittal, Contact Iman Monshizadeh at (520) 837-4082 or by email Iman.Monshizadeh@tucsonaz.gov |
| 06/21/2022 | IMONSHI1 | COMMERCIAL IMPACT FEE | COMMERCIAL IMPACT FEE PROCESSING | Reqs Change | Impact fees will be assessed when zoning review is complete. |
| 06/28/2022 | SSHIELD1 | ENGINEERING | REVIEW | Reqs Change | See Zoning comments |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 06/28/2022 | VVERA1 | OUT TO CUSTOMER | Completed |