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Permit #2019030849
Permit Details
Status: COED
| Parcel Id: 07-11-31-7028-00170-0300 |
| CONDITIONED SPACE: 1875 sqft |
| GARAGE: 516 sqft |
| OPENED PORCH (WITH ROOF) : 48 sqft |
| OPENED PORCH (WITH ROOF) : 213 sqft |
| Total Square Footage: 2652 sqft |
| Block: 00170 |
| Subdivision: 2199 - SECTION 28-WYNNFIELD |
| Job Phone: 407-307-4753 |
| Location Address: 8 POPE LN |
| Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY |
| Issue Date: 04/11/2019 |
| NOC: RECORDED |
| Applicant name: SHAWN VIRAG |
| Owner: BRITE PROPERTIES OF FLORIDA LLC |
|
Address 619 EAST WASHINGTON STREET ORLANDO, FL 32802 |
| Lot: 0300 |
| Contracted Stated Job Value: ¤147,646.00 |
| Job Description: SINGLE FAMILY RESIDENCE |
| Type: CN |
Contractor
SHAWNTELLE CONSULTING AND DESIGN LLC
| Status | Location Address | State License Number | Phone |
| CANCEL |
611 LARGOVISTA DR OAKLAND, FL 34787 |
CBC1261160 (Exp: 08/31/2020) | 407-307-4753 |
Sub Contractors
TERRY BRICE DICKERSON
| Status | Location Address | State License Number | Phone |
| ACTIVE |
4300 ST JOHN'S PARKWAY ALPHARETTA, GA 30009 |
CCC1326209 (Exp: 08/31/2026) | 407-548-6733 |
JOSEPH H STRADA JR
| Status | Location Address | State License Number | Phone |
| CANCEL |
3400 ST JOHNS PKWY SANFORD, FL 32771 |
EC13003715 (Exp: 08/31/2022) | 877-906-1113 |
JONATHAN M PEARSON
| Status | Location Address | State License Number | Phone | Fax |
| ACTIVE |
209 N FORSYTH ST BUNNELL, FL 32110 |
CFC1425941 (Exp: 08/31/2026) | 386-597-0944 | 386-437-4996 |
ROBERT G DELLO RUSSO
| Status | Location Address | State License Number | Phone | Fax |
| DECEASED |
531 CODISCO WAY SANFORD, FL 32771 |
CAC032448 (Exp: 08/31/2022) | (407)831-2665 | (407)333-3853 |
Inspection History
| Type | Request Date | Result | Inspector |
| BLD - BUILDING FINAL | 01/14/2020 | FINAL APPROVED | JDELBONIS |
| Note: THIS IS A REINSPECTION | |||
| BLD - BUILDING FINAL | 12/20/2019 | Disapproved -FEE REQUIRED | JCOLASANTI |
| Note: THIS IS A REINSPECTION doors locked, need access to complete inspection | |||
| BLD - BUILDING FINAL | 12/18/2019 | Disapproved -FEE REQUIRED | JCOLASANTI |
| Note: THIS IS A REINSPECTION FIXTURES SHALL BE USABLE… P2705.1 – 4 PLUMBING FIXTURES SHALL BE USABLE. need to anchor laundry tub by final...UNIT LABELING..FBC.R. M1303.1 MUST IDENTIFY MAXIMUM OVER CURRENT BREAKER SIZE ON AIR HANDLER UNIT WITH FACTORY APPLIED LABEL....MOCP RATING NOT MATCHING BREAKERS MFBC 1303 (25 max breaker at AC unit 30 amp installed in panel | |||
| BLD - BUILDING FINAL | 12/17/2019 | Disapproved -FEE REQUIRED | JCOLASANTI |
| Note: ADDRESS NUMBERS, SITE ADDRESS NUMBERS FBC R319.1 4 INCH MINIMUM WITH .5 INCH STROKE WIDTH....need to finish paint outside | |||
| ROW - FINAL APRON (AFTER POUR) | 12/17/2019 | APPROVED | RGROSS |
| ROW - STORMWATER FINAL | 12/17/2019 | APPROVED | RGROSS |
| U -UTILITY RESIDENTIAL FINAL | 12/17/2019 | FINAL APPROVED | LFITZGERALD |
| ROW FIELD SURVEY /GRADING CERTIFICATION | 12/16/2019 | APPROVED | RGROSS |
| FINAL SURVEY (OFFICE USE ONLY) | 12/16/2019 | APPROVED | RGROSS |
| ROW- PRE-APRON (PRE-POUR) | 11/21/2019 | APPROVED - AS NOTED | MMAJEWSKI |
| Note: THIS IS A REINSPECTION. IT IS THE BUILDER’S RESPONSIBILITY: TO RECHECK ELEVATIONS AND PIPE SIZE, TO INSURE THAT AN OBSTRUCTION DOES NOT EXIST UPSTREAM AND OR DOWNSTREAM, THAT THE CULVERT PIPE IS SET TO AND OR FOLLOWS THE SWALE PLAN, FORM THE DRIVEWAY TO THE APPROVEDSITE PLAN AND FOLLOW THE APPROVED DRIVEWAY DETAIL SHEET PROVIDED BY THE CITY OF PALM COAST. PRIOR TO PLACEMENT OF CONCRETE | |||
| ROW- PRE-APRON (PRE-POUR) | 11/20/2019 | Disapproved - NO FEE | MMAJEWSKI |
| Note: THIS IS A REINSPECTION. TO MUCH WATER IN PIPE | |||
| ROW- PRE-APRON (PRE-POUR) | 11/18/2019 | Disapproved - NO FEE | MMAJEWSKI |
| Note: THIS IS A REINSPECTION. WATER IN PIPE | |||
| ROW- PRE-APRON (PRE-POUR) | 11/14/2019 | Disapproved -FEE REQUIRED | MMAJEWSKI |
| Note: THIS IS A REINSPECTION. TOO MUCH WATER IN CULVERT PIPE | |||
| ROW- PRE-APRON (PRE-POUR) | 10/25/2019 | CANCELLED BY APPLICANT | KHOWELL |
| Note: THIS IS A REINSPECTION FORMS DAMAGED APPEARS SOMEONE RAN THEM OVER, UPPER PAD REQUIRED TO BE MINIMUM OF 4" THICK. CULVERT PIPE NEEDS TO BE DUG OUT ON THE UPPER AND FILLED IN ON LOWER PART. TO MUCH WATER IN SWALE TO INSPECT | |||
| ROW- PRE-APRON (PRE-POUR) | 10/17/2019 | Disapproved -FEE REQUIRED | KHOWELL |
| Note: LINE THE INSIDE OF THE ROAD FORM BOARD UP WITH THE EXISTING EDGE OF PAVEMENT. 2" OF CONCRETE REQUIRED ABOVE THE OPENING OF THE CULVERT. CULVERT FOOTERS ARE REQUIRED TO BE A MINIMUM OF 6" DEEP. REMOVE HIGH AREAS IN UPPER PAD AREA. | |||
| ELECTRIC - EARLY POWER | 10/08/2019 | APPROVED - AS NOTED | RMARTIN |
| GRAVITY SEWER TEST | 09/25/2019 | APPROVED | JGIBSON |
| U - SEWER TIE IN | 09/25/2019 | APPROVED | JGIBSON |
| PEP TANK INSTALLATION REQUEST | 08/23/2019 | APPROVED | CSTONE |
| Note: Once you request your pep tank we ask that you keep the site clear until the tank is in. You will have 72 hours after pep tank request has been approved to get the site ready. Site ready means area is clear without driveway, sod, paint, sidewalks, or irrigation in the way. If you have underground power where the pep tank will be located you will need to have that moved. | |||
| INSULATION | 08/15/2019 | APPROVED | FWILLIS |
| LATH/BRICK/ WATER BARRIER | 08/14/2019 | APPROVED | JDELBONIS |
| ALL ROUGH | 08/07/2019 | APPROVED | JCOLASANTI |
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 07/22/2019 | APPROVED | JDELBONIS |
| ROOF VALLEY & METAL | 07/18/2019 | APPROVED | JCOLASANTI |
| ELECTRIC-TUG | 06/19/2019 | APPROVED - AS NOTED | RMARTIN |
| Note: SPOKE TO DELL FPL RELEASED POWER 3:30 | |||
| TIE BEAM / LINTEL | 06/17/2019 | APPROVED | FWILLIS |
| FOUND SURVEY APPROVED (OFFICE) | 06/12/2019 | APPROVED | JMUNSON |
| MONOLITHIC SLAB | 05/30/2019 | APPROVED | JCOLASANTI |
| PLUMBING 1ST ROUGH UNDERGROUND | 05/23/2019 | APPROVED | JGIBSON |
Review History
| Department | Status | Date In | Date Out |
| SW1 | COMPLETE | 06/11/2019 | 06/12/2019 |
| Note: Released By: JMUNSON Foundation S | |||
| BLD | COMPLETE | 04/04/2019 | 04/10/2019 |
| Note: Released By: JHINDMAN | |||
| PLUM | COMPLETE | 04/04/2019 | 04/10/2019 |
| Note: Released By: JHINDMAN | |||
| SWALE | COMPLETE | 03/25/2019 | 03/29/2019 |
| Note: Released By: TBAKER | |||
| BLD | HOLD | 03/22/2019 | 03/28/2019 |
| Note: Held By: JHINDMAN 1. Provide a digital signature with cwertification that can be validatedon the plan without going to a 3rd party website. Florida Aministrative Code 61g-15-23. J. Hindman 986-3784. | |||
| ELEC | COMPLETE | 03/22/2019 | 03/28/2019 |
| Note: Released By: JHINDMAN | |||
| ENGIN1 | COMPLETE | 03/22/2019 | 03/25/2019 |
| Note: Released By: TBAKER | |||
| MECH | COMPLETE | 03/22/2019 | 03/28/2019 |
| Note: Released By: JHINDMAN | |||
| PLUM | HOLD | 03/22/2019 | 03/28/2019 |
| Note: Held By: JHINDMAN 1. Provide a digital signature with cwertification that can be validatedon the plan without going to a 3rd party website. Florida Aministrative Code 61g-15-23. J. Hindman 986-3784. | |||
| SW1 | COMPLETE | 03/22/2019 | 03/28/2019 |
| Note: Released By: JHINDMAN | |||
| UD1 | COMPLETE | 03/22/2019 | 03/27/2019 |
| Note: Released By: AHALL PEP Tank areas new home This is a PEP Tank area. The Pep Panel will be placed 5 feet from the front corner of the building on the same side of the building as the PEP tank that is marked on the Utility marked Site plan. Make sure the electrician places the PEP power wire between 3 feet and 5 feet from the ground. The plumber should exit the slab with the sewer pipe on the side of the building the tank will be on and matching the utility marked site plan, this will reduce any piping under driveways or sidewalks and minimize the fall required. The sewer tie-in inspection must be called in the day before the tie-in. The morning of the tie-in the inspector should be contacted to coordinate the time of the tie-in visual inspection so he can witness the tie-in. All new Concrete work including Driveway Pavers must maintain at least a 4.5 feet clear zone from all Water / Reuse Meter Pits or Pep Tank lids and 9 feet behind the pep tank lids. All sewer cleanouts or valves located within the concrete area must be raised flush with the grade and sewer cleanouts must have a flush brass cap | |||
| ZON | COMPLETE | 03/22/2019 | 03/25/2019 |
| Note: Released By: AMOBLEY |
Fees & Payments
(Permit is not ready for pickup until the permit has been processed and fees appear)
| Description | Amount Due | Date Paid |
| REINSPECTION FEE | ¤40.00 | 02/18/2020 |
| REINSPECTION FEE | ¤40.00 | 02/18/2020 |
| REINSPECTION FEE | ¤40.00 | 02/18/2020 |
| REINSPECTION FEE | ¤40.00 | 12/05/2019 |
| REINSPECTION FEE | ¤40.00 | 12/05/2019 |
| NEW RESIDENTIAL INSPECTIONS | ¤480.00 | 04/11/2019 |
| SITE PLAN 20 | ¤20.00 | 04/11/2019 |
| SURCHARGE FS 533.721 | ¤12.28 | 04/11/2019 |
| SURCHARGE - FS 468.631 | ¤18.42 | 04/11/2019 |
| STORM WATER PERMIT FEES | ¤80.00 | 04/11/2019 |
| 3% TRANS IMPACT FEE CREDIT | (¤48.96) | 04/11/2019 |
| ADMIN FEE | ¤20.00 | 04/11/2019 |
| ELECTRIC FEE | ¤204.00 | 04/11/2019 |
| 3% FIRE IMPACT FEE CREDIT | (¤6.70) | 04/11/2019 |
| IMPACT FEE FIRE | ¤223.38 | 04/11/2019 |
| IMPACT FEE PARKS | ¤849.24 | 04/11/2019 |
| IMPACT FEE SCHOOL | ¤3,600.00 | 04/11/2019 |
| IMPACT FEE TRANSPORTATION | ¤1,632.00 | 04/11/2019 |
| MECHANICAL FEE | ¤204.00 | 04/11/2019 |
| 3% PARKS IMPACT FEE CREDIT | (¤25.48) | 04/11/2019 |
| PLAN CHECK FEE | ¤96.00 | 04/11/2019 |
| PLUMBING FEE | ¤204.00 | 04/11/2019 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤7,762.18 |