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Permit #2012040051
Permit Details
Status: CANCEL
| Parcel Id: 07-11-31-7025-000G0-0210 |
| Block: 000G0 |
| Subdivision: - |
| Job Phone: 386-943-9433 |
| Location Address: 85 CYPRESS POINT PKWY |
| Type: SN - SIGN - WALL SIGN |
| Issue Date: 08/09/2012 |
| NOC: Unknown |
| Applicant name: AARON BENDER ALBERT |
| Owner: INTERNATIONAL CARPET OF FLORIDA LLC |
|
Address 109 S. SIXTH ST FLAGLER BEACH, FL 32136 |
| Lot: 0210 |
| Contracted Stated Job Value: ¤800.00 |
| Job Description: MONUMENT SIGN (NIKZAD PLAZA) |
| Type: CN |
Contractor
MCNEAL & WHITE CONTRACTORS, INC
| Status | Location Address | State License Number | Phone | Fax |
| CANCEL |
420 NORTH BOUNDARY AVE DELAND, FL 32720 |
CGC1516617 (Exp: 08/31/2014) | 386-943-9433 | 386-943-9434 |
Inspection History
| Type | Request Date | Result | Inspector |
| FINAL | 01/28/2013 | Disapproved -FEE REQUIRED | CMINI |
| Note: THIS IS A REINSPECTION Inspection Resulted at 1/28/2013 2:22:49 PM NO PAPER WORK ON SITE,FBC 105.7..SIGN NEEDS TO BE COMPLETE FOR FINAL INSPECTION,NOT READY | |||
| FINAL | 10/24/2012 | Disapproved -FEE REQUIRED | CMINI |
| Note: Inspection Resulted at 10/24/2012 3:45:00 PM NOT READY FOR FINAL INSPECTION,PLANS CALLING FOR STEEL IN BLOCK BUT BLOCK IS FILLED SOLID,NEED TO HAVE THIRD PARTY INSPECTION TO VERIFY CORRECT STEEL PER PLAN | |||
| FOOTER | 08/22/2012 | APPROVED | RMARVEL |
| Note: THIS IS A REINSPECTION | |||
| FOOTER | 08/20/2012 | CANCELLED BY APPLICANT | RMARVEL |
| Note: THIS IS A REINSPECTION | |||
| FOOTER | 08/17/2012 | Disapproved -FEE REQUIRED | RMARVEL |
| Note: Inspection Resulted at 8/17/2012 11:31:45 AM UNABLE TO INSPECT. FOOTER IS SUBMERGED IN WATER. WASHOUT HAS CAUSED BACKFILLING OF DIRT IN FOOTER AREA. | |||
| FINAL | |||
| Note: THIS IS A REINSPECTION |
Review History
| Department | Status | Date In | Date Out |
| BLD | COMPLETE | 01/24/2013 | 01/24/2013 |
| BLD | HOLD | 12/20/2012 | 12/20/2012 |
| Note: 1. A third party cerification cannot be from the origional designer of record. Florida state statute 553.791k3. | |||
| BLD | HOLD | 12/14/2012 | 12/14/2012 |
| Note: 1. A third party certification cannot be from the origional designer of record. Florida state statute 553.791k3. | |||
| ZON | COMPLETE | 08/06/2012 | 08/06/2012 |
| ZON | HOLD | 07/19/2012 | 07/20/2012 |
| Note: Revise all plan to show corrected height. | |||
| ZON | HOLD | 07/03/2012 | 07/05/2012 |
| Note: Revise all plan to show corrected height. | |||
| BLD | COMPLETE | 07/03/2012 | 07/03/2012 |
| BLD | COMPLETE | 06/13/2012 | 06/14/2012 |
| ZON | HOLD | 06/13/2012 | 06/20/2012 |
| Note: In accordance with chapter 12 12.04.01.b and 12.05.02.b.1.c the maximum heigth permitted for a freestanding sign is 7ft which all words and components of a sign, including the support base of freestanding sign shall be deemed part of a single sign. Revise plans to reduce the heigth of the proposed sign. | |||
| BLD | HOLD | 04/03/2012 | 04/03/2012 |
| Note: Provide connection detail from footing to column , what reinforcement will be used in header and how it will connected to the columns provide what PSI concrete to be used in footer | |||
| ZON | HOLD | 04/03/2012 | 04/10/2012 |
| Note: Provide sign details. As Per Chapter 12 .04.01b all words and components of a sign, including the suport base of freestanding signs shall be deemed to be part of a single sign. Provide the setbacks on site plan. |
Fees & Payments
(Permit is not ready for pickup until the permit has been processed and fees appear)
| Description | Amount Due | Date Paid |
| REINSPECT - SHD,APO,FN | ¤20.00 | 01/25/2013 |
| REVISION | ¤40.00 | 01/25/2013 |
| REINSPECTION FEE | ¤40.00 | 10/23/2012 |
| SITE PLAN 20 | ¤20.00 | 08/09/2012 |
| SURCHARGE FS 533.721 | ¤2.00 | 08/09/2012 |
| SURCHARGE - FS 468.631 | ¤2.00 | 08/09/2012 |
| ADMIN COMMERCIAL | ¤60.00 | 08/09/2012 |
| BUILDING DISCOUNT 100% | (¤288.43) | 08/09/2012 |
| ELECTRIC FEE | ¤60.48 | 08/09/2012 |
| PERMIT FEE | ¤100.00 | 08/09/2012 |
| PLAN CHECK FEE | ¤100.00 | 08/09/2012 |
| REINSPECTION FEE | ¤40.00 | |
| Fees | Total Due: ¤40.00 | Total Paid: ¤156.05 |