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Permit Review Detail

Permit Number: T07CM01737
Parcel: 121123710

Review Status: Completed

Review Details: RESUBMITTAL

Permit Number - T07CM01737
Review Name: RESUBMITTAL
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
05/29/2007 KEN VAN KARSEN BUILDING-RESIDENTIAL REVIEW Denied PLAN REVIEW COMMENTS for Activity # T07CM01737

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 2003 International Residential Code, 2003 International Energy Conservation Code, and Arizona State amendments to the 2003 Uniform Plumbing Code. 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 finished reproducible set. Return this set and a copy along with a set of the first submission. 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.

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.

As of 9-02-04 the City of Tucson has adopted the 2003 IRC with the exception of the plumbing portion which has been replaced with the 2003 UPC with amendments. All plans should reference these codes. See this site for all adopted amendments: http://www.tucsonaz.gov/dsd/Codes___Ordinances/Building_Codes/building_codes.html


Remove all comment responses from the construction drawings.


FOUNDATION PLANS:

1. Show or note a 6" minimum separation above finished grade for framed walls (Detail 6 sheet 11), R319.1.4.
2. Show a footing width thickness and depth (minimum 12") for the shed, IRC table R403.1. Revise the plan sheet 8 and the detail sheet 13.
3. Revise the East wall sheet 8 showing anchor-bolt maximum spacing of 6' o/c, R403.1.6.
4. The carport support posts require a spread footing below the post sized for the roof load (Minimum 24" x 24").
5. Show the 6" minimum foundation height above finished grade (foundation detail on sheet 6 & detail 2, sheet 13), R404.1.6.
6. Specify and locate all foundation anchor-bolt spacing for brace wall panels on the carport, R403.1.6 & R602.10.3 or R602.10.6

ROOF FRAMING PLANS:

1. Show the required rafter bearing contact to supporting members (show beam sizes on a Roof Framing Plan), R502.6 & R802.6.

STRUCTURAL PLANS:

1. The carport double 2x6 front plate (beam) is under sized if supporting one end of a 16' roof assembly.
2. Provide a complete braced panel layout for the carport wall showing panels at the ends (within 12.5'), Table R602.10.1. Detail all brace wall connections from the foundation to the roof plywood, R602.10.8. Show the
3. Show roof spans and provide (porch) rafter sizes in compliance with Table R802.5.1. 2x6 rafters spanning 16' are undersized.
4. Show rafter to beam connection (Carport) using (H2.5) ties having a resistance to uplift of not less than 175 pounds, R802.10.5.

SECTIONS - DETAILS - MISC. NOTES:

1. Clarify the carport structure; the plan (sheet 5) shows a single line between posts (Noted as Beams) and the section (detail 3, sheet 12) shows OSB & stucco without required structural support. Show all carport structure connections to foundation, beams and wall top plate. Show stud size and spacing of wall assemblies, R602.3.1.
2. Show weep screeds (detail 2, sheet 13) to the top of foundation or below and with a minimum clearance 4" above grade or 2" above exterior paved areas, R703.6.2.1. Top of foundation may extend above finished floor.
3. Show a minimum 1" ventilation clearance between ceiling insulation and roof sheathing if insulation is attached to truss bottom cords and eave venting if used (detail 1 sheet 11), R806.3. This may be accomplished w/ baffles.


If you have any questions, please contact your assigned plans examiner Ken Van Karsen at 791-5550, extension 1112.

Final Status

Task End Date Reviewer's Name Type of Review Description
06/04/2007 GERARDO BONILLA APPROVAL SHELF Completed
06/04/2007 GERARDO BONILLA OUT TO CUSTOMER Completed
06/04/2007 GERARDO BONILLA REJECT SHELF Completed