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Permit Review Detail
Review Status: Requires Resubmit
Review Details: RESIDENTIAL SOLAR v.2
Permit Number - TC-RES-1123-09351
Review Name: RESIDENTIAL SOLAR v.2
Review Status: Requires Resubmit
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 12/19/2023 | Bldg Permits - Post Review | PENDING ASSIGNMENT | |||
| 12/19/2023 | Light Residential Building Review (OIP) | REQUIRES RESUBMIT | Permit Review TC-RES-1123-09351 (3484 W QUAIL HAVEN CI TUCSON, AZ 85745) Plan review for the above referenced structure has been completed. This letter reflects comments to be addressed. Provide updated Plans/calculations and a written response Letter to each of the notated items indicating action taken. Resubmitted plans that do not contain a written response Letter addressing each of the notated items indicating action taken, may be delayed until response letter is received. Code reference, 2018 International Residential Code (IRC), 2017 National Electrical Code (NEC). 1. The latest upload is only the response letter. No new calculations for uplift were attached. Please provide an updated plan set that includes the uplift calculations with the corrected wind speed. 2. Also provide point load calculations showing point loads under 40lbs. Unaddressed comments: 1. Provide a lag-bolt connection up-lift calculation demonstrating the wind load supporting capability for 115 MPH, or provide an engineer’s calculation, and sealed design, R301.1, R324.4. An IRC PV roof uplift calculator (XLS) is available on Pima County’s website. https://www.pima.gov/1069/Solar-Wind-Systems 2. Provide complete roof framing information for determining load carrying capacity for the roof structure. Show all load bearing locations. Demonstrate the ability for supporting the existing and additional dead load, or provide an engineer’s calculation, design, and seal for verifying the truss load carrying capacity. R324.4 Equipment shall be positively attached to the roof structure with a minimum of one connection per 10 sf of equipment (minimum of two connections per piece of equipment). Point loads exceeding 40 lbs shall require a structural load analysis by licensed Arizona engineer. Contact Jeremy Hamblin with any questions: Jeremy.hamblin@tucsonaz.gov |
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| 12/18/2023 | PDSD Application Completeness | REVIEW COMPLETED |