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Permit Number: T10CM00111
Parcel: 133101200

Address:
1315 N GOEBEL AV

Review Status: Completed

Review Details: RESIDENTIAL BLDG/WWM

Permit Number - T10CM00111
Review Name: RESIDENTIAL BLDG/WWM
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
01/21/2010 KEN VAN KARSEN BUILDING-RESIDENTIAL REVIEW Denied PLAN REVIEW COMMENTS T10CM00111
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 2006 International Residential Code, 2005 National Electrical Code and Arizona Revised Statutes. All features were checked only to the extent allowed by the submittals provided.

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.

All engineers and architects involved in the design of the structure are to seal the related sheets of plans, details and calculations in accordance with the rules of the State Board of Technical Registration.

GENERAL NOTES:
" Provide drawings with legible notation (minimum 3/32" lettering). Revise sheet #07.

STRUCTURAL PLANS:
1. Provide complete roof framing information for determining load carrying capacity of the structure supporting each collector group. Show size, spacing and span of all framing members including trusses, joists, rafters and beams, R301.1. Rafter and ridge beam information is needed for determining load carrying capacity for supporting the additional dead load, Table R802.5.1 and M1401. Show that each engineered truss receives no more than 200 pounds of additional dead loading.
NOTES / SPECIFICATIONS
1. Provide the exact wording for the DC Power Source "Imp, Vmp, Vmax, Isc" marking on sheet 08, NEC 690.53.

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
02/10/2010 CINDY AGUILAR OUT TO CUSTOMER Completed