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Permit Number: TC-COM-1023-02486
Parcel: 10709007C

Review Status: Requires Resubmit

Review Details: BUILDING DEFERRED SUBMITTAL REVIEW v.1

Permit Number - TC-COM-1023-02486
Review Name: BUILDING DEFERRED SUBMITTAL REVIEW v.1
Review Status: Requires Resubmit
Review Date Reviewer's Name Type of Review Description Status Comments
12/20/2024 Bldg Permits - Post Review PENDING ASSIGNMENT
12/20/2024 External Reviewers - Stantec REQUIRES RESUBMIT December 19, 2024
1st Review

Light+Path Architects, LLC
Attn: Brian G. Hagedon
475 S. Gollob Road
Tucson, Arizona 85710

Re: TEEN CHALLENGE – MENS CENTER (BLDG 4)
FOUNDATION AND SUPER STRUCTURE (DEFERRED SUBMITTAL – I-JOISTS)

City of Tucson Permit Number: TC-COM-1023-02486
Stantec Project Number: 185215066
Stantec File Number: TUC-24-153

Plan review for the above referenced project has been completed. This letter reflects comments to be addressed. PLEASE send all response to comments back to the City through the permit portal! Responses sent directly to Stantec will be ignored. Also, please submit complete copies of all permit documents (i.e. plans, calculations, reports, etc.) even if they have not been changed. Please cloud and delta all changes and provide a letter with a written response to each of the comments indicating the action taken.

The scope of this review covers the architectural and structural 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
B V-B 29,312 278 Yes Yes
R-2
Separate Permits: Automatic fire sprinklers.
Deferred Submittals: Wood ‘I’ Joists.
Special Inspections: Earthwork, concrete, epoxy and expansion anchors, structural steel, high-strength bolts, field welding, and cold-formed steel deck.

GENERAL COMMENTS

1. The Roof Placement Plans includes stamps that state “Not For Construction”. Plans must be “Final” and “For Construction” to approve.

ARCHITECTURAL COMMENTS

There are no comments.

STRUCTURAL COMMENTS

1. The wood I-joist shop drawings must be revised based on the engineer of records comments. The 18” joists must bear on top of the wall with a rim board at the location notated, the end joists must align on top of the wall below for the corner conditions on the high roof framing plan, and a minimum dead load and live load of 40PLF must be indicated of joist RJ47. Please revise and have the shop drawings notated again for conformance by the engineer of record.

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
12/16/2024 PDSD Application Completeness REVIEW COMPLETED