Microfiche records prior to 2006 have not been completely digitized and may not be available yet on PRO. If you cannot find what you are looking for please submit a records request.

Permit Review Detail

Permit Number: T01CM03842
Parcel: 138202320

Address:
301 W INEZ DR

Review Status: Completed

Review Details: RESIDENTIAL BLDG/ZONING/FLOOD

Permit Number - T01CM03842
Review Name: RESIDENTIAL BLDG/ZONING/FLOOD
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
08/06/2001 DOUG WILLIAMS FLOODPLAIN REVIEW Approved
08/14/2001 PETER MCLAUGHLIN ZONING REVIEW Approved
08/14/2001 PETER MCLAUGHLIN NPPO REVIEW Passed
09/12/2001 TERRY STEVENS BUILDING-RESIDENTIAL REVIEW Denied PLAN CHECK COMMENTS - PROJECT #T01CM03842
8/27/01
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.

GENERAL REQUIREMENTS:

1. ALL CORRECTIONS AND REVISIONS SHALL BE MADE ON THE ORIGINAL TRACINGS AND TWO NEW SETS OF PRINTS OR (1) SEPIA & (1) BLUE LINE SHALL BE RETURNED ALONG WITH ALL REDLINE PRINTS.

2. PEN OR PENCIL CORRECTIONS ON FINAL PRINTS WILL NOT BE ACCEPTABLE. TO AVOID DELAYS ENSURE ALL CORRECTIONS HAVE BEEN MADE, ARE COMPLETE AND HAVE BEEN COORDINATED ON ALL APPLICABLE DETAILS AND NOTES.

FOUNDATION PLANS:

1. NOTE ON THE DRAWINGS THE ALLOWABLE SOIL BEARING PRESSURE USED IN THE DESIGN OF THE FOOTINGS,
OR STATE THAT THE ASSUMED VALUE OF 1500 PSF IS BEING USED, PER TABLE R401.4.1, A SOILS REPORT IS
NOT REQUIRED. IT IS UP TO THE DESIGNER/HOMEBUILDER TO BE AWARE OF THE SOIL AND CONDITIONS OF
THE SITE. IF SOIL TESTING HAS BEEN DONE, A COPY OF THE SOILS REPORT SHALL BE SUBMITTED WITH THE
CONSTRUCTION PLANS, AND THE FOUNDATION DESIGN SHALL REFLECT THE SOILS REPORTS
RECOMMENDATIONS.

2. FOOTING WIDTHS FOR ONE-STORY, PER TABLE R403.1:
- 19" MINIMUM; HOLLOW CONCRETE/MASONRY

STRUCTURAL PLANS:

1. PROVIDE COMPLETE ROOF FRAMING PLANS. SHOW SIZE OF ALL FRAMING MEMBERS. --------IT APPEARS A NEW BEAM WILL BE REQUIRED TO REPLACE EXISTING BEAM AT CARPORT------INDICATE SIZE

2. COMPLETELY DETAIL ALL CONNECTIONS AND CROSS-REFERENCE TO THE FOUNDATION AND FRAMING
PLANS:
- RAFTERS TO TOP PLATE---------H2.5 CANNOT BE TIED TO FURROUT
- BEAM TO MASONRY
- RAFTERS TO BEAM

ELEVATIONS:

1. NOTE AND SPECIFY ALL ROOF SLOPES APPROPRIATE TO MATERIAL (SEE R905).
MIN. ROOF SLOPE IS 3/8" PER FOOT

SECTIONS - DETAILS - MISC. NOTES:

1. PROVIDE A BUILDING CROSS-SECTION. MORE THAN ONE MAY BE REQUIRED TO CLEARLY ILLUSTRATE HOW
THE STRUCTURE IS BUILT.--------CROSS SECTION OF ADDITION DOES NOT INCLUDE NEW BEAM

2. DETAIL AND NOTE ALL MASONRY WALL REINFORCEMENT PER R606.11.2.2.3.
BOND BEAM MISSING AT TOP OF WALL

ELECTRICAL PLANS:

1. ELECTRICAL JUNCTION BOX NOT INDICATED FOR BASE BOARD HEATER

IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT YOUR ASSIGNED PLANS EXAMINER:
TERRY STEVENS @ 791-5550 EXT. 112

NOTE: AS OF 2-02-01 THE CITY OF TUCSON HAS ADOPTED THE 2000 IRC EXCEPT FOR THE PLUMBING PORTION WHICH IS THE STATE PLUMBING CODE. ALL MODEL PLANS SHALL BE REFERENCE TO THE PREVIOUSLY MENTIONED CODES.

Final Status

Task End Date Reviewer's Name Type of Review Description
09/12/2001 CINDY AGUILAR OUT TO CUSTOMER Completed