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: T01CM04614
Parcel: 123051450

Address:
1949 E ELM ST

Review Status: Completed

Review Details: RESIDENTIAL BLDG/ZONING/FLOOD/WWM

Permit Number - T01CM04614
Review Name: RESIDENTIAL BLDG/ZONING/FLOOD/WWM
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
09/14/2001 JAMES TATE FLOODPLAIN REVIEW Approved
10/01/2001 PATRICIA GEHLEN NPPO REVIEW Passed
10/01/2001 PATRICIA GEHLEN ZONING REVIEW Approved
10/12/2001 TERRY STEVENS BUILDING-RESIDENTIAL REVIEW Denied PLAN CHECK COMMENTS - PROJECT #T01CM04614
10/12/01
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. ALL FOUNDATION HOLD-DOWNS AND ANCHOR BOLT SPACING FOR SHEAR WALLS SHALL BE SPECIFIED AND
LOCATED.

STRUCTURAL PLANS:

1. 4X6 RIDGE BEAM IS INADEQUATE FOR SPAN INDICATED-----CHANGE OR SUBMIT CALCS. TO JUSTIFY.

2. 4X6 BEAM AT DETAIL 3-2 IS INADEQUATE FOR LOAD IMPOSED ------- CHANGE OR SUBMIT CALCS. TO JUSTIFY.

PLUMBING PLANS:

1. WASTE VENT SIZES AND LOCATIONS MISSING FOR LAV. AND SHOWER.

MECHANICAL PLANS:

1. THE DWELLING MUST BE PROVIDED WITH HEATING CAPABLE OF MAINTAINING A ROOM TEMPERATURE OF
68 DEGREES AT A POINT 3' ABOVE THE FLOOR PER R303.6.

ELECTRICAL PLANS:

1. 60 AMP SUBPANEL APPEARS TO BE INADEQUATE FOR LOADS--------PROVIDE LOAD CALCS. WITH LOAD RATING OF ALL ELEC. EQUIPMENT -----KILN, SPA, WATER HEATER , A/C UNIT, ETC.

IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT YOUR ASSIGNED PLANS EXAMINER:
TERRY STEVENS @ 791-5550 EXT. 112
10/15/2001 GERRY KOZIOL WWM REVIEW Approved

Final Status

Task End Date Reviewer's Name Type of Review Description
10/15/2001 DELMA ROBEY OUT TO CUSTOMER Completed