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Permit Number: T15CM03054
Parcel: 133321050

Address:
8991 E 6TH ST

Review Status: Completed

Review Details: RESIDENTIAL - BLDG/WWM

Permit Number - T15CM03054
Review Name: RESIDENTIAL - BLDG/WWM
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
05/08/2015 KEN VAN KARSEN BUILDING-RESIDENTIAL REVIEW Reqs Change T15CM03054
PLAN REVIEW COMMENTS
Plan review for the above referenced structure has been completed. This letter reflects comments to be addressed. 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 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.

GENERAL REQUIREMENTS:
All corrections and revisions shall be made 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 have been made, 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 manufacturer specification sheets for collector panels, inverter and mounting hardware.

STRUCTURAL PLANS:
1. The roof structure may not be suitable for additional dead loading without modification. Show the beam and rafter sizes along with spans and any other load bearing information for determining the roof load carrying capacity, R301.1 & Table R802.5.1.
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. The Pima County calculator may be used: http://webcms.pima.gov/UserFiles/Servers/Server_6/File/Government/Development%20Services/Building/PV%20calculator-micro%20inverter.xls

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

Final Status

Task End Date Reviewer's Name Type of Review Description
06/01/2015 AROMERO4 OUT TO CUSTOMER Completed