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Permit Number: T18CM09708
Parcel: 13605248D

Review Status: Completed

Review Details: RESIDENTIAL - BLDG/ZONING-WALKTHRU

Permit Number - T18CM09708
Review Name: RESIDENTIAL - BLDG/ZONING-WALKTHRU
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
12/12/2018 TOM WEIDEMAN ZONING REVIEW Completed
12/12/2018 TOM WEIDEMAN ENGINEERING REVIEW Completed
12/17/2018 KEN VAN KARSEN BUILDING-RESIDENTIAL REVIEW Completed T18CM09708

PLAN REVIEW COMMENTS
Plan review for the above referenced structure is completed. In order to facilitate a shorter back check time, we request that you please provide revised plans and calculations, highlighting any changes, along with a written response to each of the noted items indicating action taken.

SCOPE OF REVIEW:
The scope of this plan review covers architectural, plumbing, mechanical, energy conservation and electrical. All code references are to the 2012 International Residential Code, 2012 International Fire Code, 2011 National Electrical Code and Arizona Revised Statutes. All features were checked 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.

GENERAL REQUIREMENTS:
Make all corrections and revisions on original tracings or a finished reproducible set. Return two sets along with a set of the first submission for reference. Pen or pencil corrections on final prints will not be acceptable. To avoid delays, ensure that all corrections are complete, and have been coordinated on all applicable detail and note sheets. (Do not cloud the changes made for comment revisions). Incorporate changes on originals and provide two copied sets for review.

GENERAL NOTES:

" Provide a system layout plan showing the location of system components in relation to structures and utilities.
" Provide compliance with the 2012 International Fire Code 605.11.3.2.2 showing a 3 foot wide access pathway from the eave to ridge on both sides of each roof slope where panels/modules are located when the slope is 2:12 or greater.
DIAGRAMS / CALCULATIONS

1. Provide a lag-bolt connection up-lift calculation demonstrating the wind load supporting capability, R301.1. Show the size and total number and spacing of lag bolts.
2. Provide sufficient standoffs for achieving a point load calculation under 45 pounds, R301.1.

If you have any questions please contact:
Ken Van Karsen
(520) 837-4912
City of Tucson Residential Plan Review