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Permit Review Detail
Review Status: Approved
Review Details: COMMERCIAL REVIEW - FULL v.2
Permit Number - TC-COM-0124-00136
Review Name: COMMERCIAL REVIEW - FULL v.2
Review Status: Approved
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 03/29/2024 | External Reviewers - Stantec | APPROVED | February 5, 2024 1st Review Light+Path Architects, LLC Attn: Brian G. Hagedon 475 S. Gollob Road Tucson, Arizona 85710 Re: TEEN CHALLENGE - CHAPEL FOUNDATION AND SUPER STRUCTURE City of Tucson Permit Number: TC-COM-0124-00136 Stantec Project Number: 185215066 Stantec File Number: TUC-24-007 Plan review for the above referenced project has been completed. This letter reflects comments to be addressed. To facilitate a shorter back-check time, we request that you please, only provide plans and calculation pages that have been revised, clouding any changes, along with a written response to each of the noted items indicating the action taken. The scope of this review covers the architectural, structural, plumbing, and electrical designs as they relate to the codes adopted by the jurisdiction. All features were checked only to the extent allowed by the submittals provided. All portions of this project are assumed to meet or will meet other departmental requirements, conditions, and concerns before permit approval. Occupancy Group Construction Type Area (Square feet) Occupant Load Automatic Fire Sprinklers Fire Alarms A-3 V-B 4,512 290 Yes No Separate Permits: Automatic fire sprinklers. Deferred Submittals: Wood ‘I’ Joists. Special Inspections: Earthwork, epoxy and expansion anchors, structural steel, high-strength bolts, field welding, and masonry. ARCHITECTURAL COMMENTS General 1. The special inspection certificate provided is missing the special inspectors that will be performing the inspections and testing in Part B. Please complete the form and resubmit. STRUCTURAL COMMENTS General 1. The Foundation Key Plan within the structural calculations is missing the column and footing for the cross at the planter area as shown on the foundation plan on Sheet S2.0. 2. The Framing Key Plan within the structural calculations indicates a call-out for a ‘DH6’ but no DH6 is included within the calculation packet. Please clarify. 3. The Framing Key Plan within the structural calculations does not indicate a call-out or design calculations for the HSS 8 x 6 x ¼ beams indicates on Sheet S3.0 and Detail 214. Please clarify. Sheet S1.2 1. The ‘Statement of Special Inspections’ section indicates the masonry as Level A. Based on the design the masonry construction on this project this would classify as a Level B, which does require special inspection. Please revise this section to reflect this. [Ref. IBC 2018 Sec. 1705.4] 2. The ‘Statement of Special Inspections’ section does not indicate a special inspection requirement for high-strength bolting. The construction drawings indicate the use of high-strength bolts. Please revise this section to include the special inspection for high strength bolting and have the special inspection certificate updated to include this also. [Ref. IBC 2018 Sec. 1705.2.1] Sheet S2.0 1. Sheet S1.5 does not include a Detail 37 as referenced on Sheet S2.0 Plan Notes number 8. Please revise. Sheet S3.1 1. Detail 214 on Sheet S5.0 references to “See Truss Diagram for Truss Bearing Detail” but the truss diagram on Sheet S3.1 does not include a truss bearing detail. Please clarify and revise. MECHANICAL COMMENTS There are no comments. PLUMBING COMMENTS There are no comments. ELECTRICAL COMMENTS There are no comments. Should you have any questions regarding the plan review comments, please contact the plan reviewer listed for the appropriate discipline. Plans reviewed by: Trevor Bies, Senior Plan Reviewer 602-338-9922 trevor.bies@stantec.com |
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| 04/01/2024 | Bldg Permits - Post Review | REVIEW COMPLETED | |||
| 03/15/2024 | PDSD Application Completeness | REVIEW COMPLETED |