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Permit Review Detail
Review Status: Completed
Review Details: COMMERCIAL - BLDG/FIRE/ZONING/ENG
Permit Number - T22CM03955
Review Name: COMMERCIAL - BLDG/FIRE/ZONING/ENG
Review Status: Completed
Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
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05/24/2022 | VFLORES1 | PIMA COUNTY - ADDRESSING | PIMA COUNTY - ADDRESSING | Reqs Change | PLEASE CONTACT PC ADDRESSING BUILDING NUMBER NEEDS TO BE ASSIGNED PRIOR TO ISSUANCE PH# 520-724-9512, ADDRESSING@PIMA.GOV |
06/14/2022 | JPEELDA1 | FIRE | REVIEW | Reqs Change | Plans shall show the following as deferred submittals: Fire sprinkler underground plans shall be submitted to and a permit obtained from TFD Fire sprinkler plans shall be submitted to and a permit obtained from TFD Fire alarm plans shall be submitted to and a permit obtained from TFD The building shall be tested for Emergency Responder Radio Coverage by PCWIN and results provided to TFD Owner shall provide KNOX Boxes, KNOX locking FDC Caps and KNOX Gate key switches Show the location of the fire riser rooms and F.D.C. Location Plans shall show fire department aerial access compliant with IFC 2018, Appendix D, Section D105 Doors shall be compliant with IFC 2018, Chapter 32, Section 3206.7 Notes shall be on construction drawings stating that awning, solar shades and or canopies shall not be installed over the parking in the area designated as aerial access. Questions: Jennifer Peel-Davis Jennifer.Peel-Davis@tucsonaz.gov 520-837-7033Fire Plans Examiner |
06/15/2022 | ROBERT SHERRY | WATER | REVIEW | Completed | |
06/15/2022 | SAFEBUILT | 2ND PARTY REVIEW | REVIEW | Reqs Change | Activity Number: T22CM03955 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. Provide Geotechnical Report for the proposed building per International Building Code 2018, Section 1803.1. 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. 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 7. Show lines of bridging for the steel joists per the recommendation of the Joist Manufacturer. 8. Refer to Structural Drawing S0.3, Joist Purlin (JP) Schedule. Verify loading for Joist Purlin JP1A. 9. Refer to Structural Drawing S2.1. Provide missing Foundation Mark for the Foundation located near Lines D and 18. 10. Refer to Structural Drawing S2.2. Provide missing Foundation Mark for the Foundation located near Lines D and 1. 11. Refer to Structural Drawing S2.1. Verify Steel Column marked as SC3(W44x335) near lines E and 18. 12. Refer to Structural Drawing S2.2. Verify Steel Column marked as SC3(W44x335) near lines E and 1. 13. Verify how steel columns are stabilized at roof level where columns are framed to Joist girders only in one direction and no Steel Joists Framing into Columns in the other direction. Submit a response letter addressing these correction items and provide bubbles on the revisions to the drawings. BUILDING REVIEW COMMENTS: Approved MECHANICAL REVIEW COMMENTS: Denied 1. Provide mechanical plans (IMC2018,106.3.1) 2. Provide ventilation calculations (IMC2018,,403.3.1.1.1) 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 E0.0 GENERAL NOTES, ABBREVIATIONS AND SHEET INDEX: No electrical issues E0.1 ELECTRICAL LEGEND: No electrical issues E1.0 ELECTRICAL SITE PLAN: No electrical issues E1.1 PHOTOMETRIC PLAN: Need to provide an exterior lighting power density calculation per Tucson City requirements. E1.2 LUMINAIRE SCHEDULE AND FIXTURE CUT-SHEETS: No electrical issues E4.1 PARTIAL ELECTRICAL POWER - FIRST FLOOR PLAN: Need to provide interior lighting a minimum level ie stumble lighting, emergency lighting, and exit signage. Need to provide an interior lighting comcheck to show compliance to 2018 IECC code. Need to provide service receptacles within 25 feet of any HVAC equipment. Should provide an additional 4-6 receptacles for a Core and Shell design throughout the building. E4.2 PARTIAL ELECTRICAL POWER - FIRST FLOOR PLAN: See comments on E4.1. E5.1 ELECTRICAL PUMP ROOM: Need to provide one service receptacle in the room. E6.0 ELECTRICAL ONE-LINE DIAGRAM: No electrical issues PLUMBING REVIEW COMMENTS: Denied First Plumbing Review: 1). Plumbing Plan pages MP3.3, MP3.4 & A6.2 show primary scuppers, Downspouts , & overflow scuppers. Plan page MP2.0 list roof drain assembly information? Plan pages need to correlate, -IPC 106.3.1 2). Plan submittal needs to include site utility piping plan for continuation of water, sewer, storm piping. -IPC 106.3.1 3). Add clean out assembly manufacturer name & model number to plan page. MP2.0 -IPC 303 4). Add storm piping material types to plan page MP0.0. -IPC 1102 5). Add trap primer or trap guard to floor sink on plan page MP2.0 fixture schedule. -IPC 1002.4.1 6). Add size indicator to Bldg. drain that crosses Bldg. to floor sink on plan page MP3.2 -IPC 710 7). Plan page A3.1 missing scupper & overflow locations. -IPC 1101.2 If you require additional clarification regarding these comments, please contact Doris Benoit at doris.benoit@tucsonaz.gov |
06/21/2022 | WBERGER1 | ZONING | REVIEW | Reqs Change | PDSD TRANSMITTAL FROM: Wyatt Berger Planner PROJECT: T22CM03955 4150 E Los Reales Rd New industrial warehouse building (1st Review) TRANSMITTAL DATE: June 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. Zoning has reviewed the building plans for compliance with DP22-0122. Although it appears that the building plan matches the DP, Zoning cannot approve the building plan until the DP is approved. If you have any questions about this transmittal, please contact Wyatt Berger at Wyatt.Berger@tucsonaz.gov. |
06/21/2022 | WBERGER1 | COMMERCIAL IMPACT FEE | COMMERCIAL IMPACT FEE PROCESSING | Needs Review | |
06/28/2022 | SSHIELD1 | ENGINEERING | REVIEW | Reqs Change | See Zoning comments |
10/14/2022 | LMAKUS1 | LANDFILL | REVIEW | Passed | Greater than 10000 feet |
Final Status
Task End Date | Reviewer's Name | Type of Review | Description |
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10/14/2022 | NGARCIA3 | OUT TO CUSTOMER | Completed |