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Permit #2018060837
Permit Details
Status: COED
| Parcel Id: 07-11-31-7034-00430-0090 |
| CONDITIONED SPACE: 2208 sqft |
| GARAGE: 438 sqft |
| OPENED PORCH (WITH ROOF) : 35 sqft |
| OPENED PORCH (WITH ROOF) : 162 sqft |
| Total Square Footage: 2843 sqft |
| Block: 00430 |
| Subdivision: 2165 - SECTION 34-EASTHAMPTON |
| Job Phone: (386) 246-6123 |
| Location Address: 56 ESPERANTO DR |
| Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY |
| Issue Date: 06/28/2018 |
| NOC: RECORDED |
| Applicant name: BRIAN ANDREW GAZZOLI |
| Owner: CHARBONNIER, LAWRENCE K & DAWN M |
|
Address 56 ESPERANTO DRIVE PALM COAST, FL 32164 |
| Lot: 0090 |
| Contracted Stated Job Value: ¤196,310.00 |
| Job Description: SINGLE FAMILY RESIDENTIAL |
| Type: CN |
Contractor
SEAGATE HOMES, LLC
| Status | Location Address | Mailing Address | State License Number | Phone |
| ACTIVE |
185 CYPRESS POINT PARKWAY Palm Coast, FL 32137 |
SUITE 7 Palm Coast, FL 32137 |
CGC1518372 (Exp: 08/31/2026) | 386-246-6132 |
Sub Contractors
RICHARD H SIMMONS JR
| Status | Location Address | State License Number | Phone | Fax |
| ACTIVE |
PO BOX 1963 BUNNELL, FL 32110 |
ES12001217 (Exp: 08/31/2026) | 386-437-0607 | 386-437-1847 |
MICHAEL FRANK MORELLO
| Status | Location Address | State License Number | Phone | Fax |
| ACTIVE |
2 HARGROVE GRADE PALM COAST, FL 32164 |
CAC052446 (Exp: 08/31/2026) | 386-445-5023 | 386-446-4614 |
DENNIS GENE GAINEY
| Status | Location Address | State License Number | Phone | Fax |
| INACTIVE |
P.O. BOX 1203 Bunnell, FL 32110 |
CFC046004 (Exp: 08/31/2026) | (386) 437-5637 | 386-437-3012 |
CHAD DAVID GRESSANI
| Status | Location Address | State License Number | Phone | Fax |
| ACTIVE |
2640 BROOKSHIRE CIRCLE MELBOURNE, FL 32904 |
CCC1327235 (Exp: 08/31/2026) | 321-288-6415 | 321-729-8997 |
Inspection History
| Type | Request Date | Result | Inspector |
| BLD - BUILDING FINAL | 02/26/2019 | FINAL APPROVED | DROCKWELL |
| ROW - FINAL APRON (AFTER POUR) | 02/26/2019 | APPROVED - AS NOTED | KHOWELL |
| Note: SURVEY SAID THAT THE CULVERT PIPE IS OUT OF TOLERANCE, I SHOT IT AND IT IS IN TOLERANCE. I CALLED CONTRACTOR HE IS GOING TO HAVE SURVEYOR RESHOOT AND REVISE FINAL SURVEY | |||
| ROW - FINAL INSPECTION | 02/26/2019 | FINAL APPROVED | KHOWELL |
| Note: CONTRACTOR IS AWARE THAT THE TOP OF BANK OF THE SWALE AT THE PROPERTY LINE IS LOWER THEN THE CENTER LINE OF THE ROAD | |||
| U -UTILITY RESIDENTIAL FINAL | 02/22/2019 | FINAL APPROVED | MBACON |
| FINAL SURVEY (OFFICE USE ONLY) | 02/22/2019 | APPROVED | JHINDMAN |
| ROW- PRE-APRON (PRE-POUR) | 01/29/2019 | APPROVED - AS NOTED | KHOWELL |
| Note: It is the BUILDER'S RESPONSIBILITY: to recheck elevations and pipe size, to insure that an obstruction does not exist READY TO POUR upstream and or downstream, that the culvert pipe is set to and or follows the swale plan, form the driveway to the approved site 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) | 01/25/2019 | Disapproved -FEE REQUIRED | KHOWELL |
| Note: 1. CULVERT PIPE IS PITCHED THE WRONG DIRECTION. 2. 4" OF CONCRETE REQUIRED PAST THE R.O.W. REMOVE DIRT AS REQUIRED TO GET TO 4" 3. REMOVE CONCRETE OVER POUR AT GARAGE ON THE LEFT AND RIGHT SIDES | |||
| ELECTRIC - EARLY POWER | 01/22/2019 | APPROVED - AS NOTED | RMARTIN |
| Note: SPOKE TO SUSAN FPL RELEASED EARLY POWER 9:30 | |||
| GRAVITY SEWER TEST | 01/16/2019 | APPROVED | JGIBSON |
| U - SEWER TIE IN | 01/16/2019 | APPROVED | JGIBSON |
| LATH/BRICK/ WATER BARRIER | 12/13/2018 | APPROVED - AS NOTED | DROCKWELL |
| Note: Sorry Ernie | |||
| INSULATION | 11/30/2018 | APPROVED | DROCKWELL |
| ALL ROUGH | 11/27/2018 | APPROVED | DROCKWELL |
| ROOF VALLEY & METAL | 11/19/2018 | APPROVED | RLEE |
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 11/13/2018 | APPROVED | DROCKWELL |
| TIE BEAM / LINTEL | 10/19/2018 | APPROVED | DROCKWELL |
| FOUND SURVEY APPROVED (OFFICE) | 09/19/2018 | APPROVED | DREWIS |
| MONOLITHIC SLAB | 09/10/2018 | APPROVED | DROCKWELL |
| PLUMBING 1ST ROUGH UNDERGROUND | 09/05/2018 | APPROVED | JGIBSON |
Review History
| Department | Status | Date In | Date Out |
| SW1 | COMPLETE | 02/18/2019 | 02/22/2019 |
| Note: Released By: JHINDMAN | |||
| SW1 | COMPLETE | 09/18/2018 | 09/19/2018 |
| Note: Released By: DREWIS | |||
| ZON | COMPLETE | 06/27/2018 | 06/27/2018 |
| Note: Released By: AMOBLEY | |||
| SWALE | COMPLETE | 06/21/2018 | 07/05/2018 |
| Note: Released By: TBAKER | |||
| BLD | COMPLETE | 06/20/2018 | 06/26/2018 |
| Note: Released By: JHINDMAN | |||
| ELEC | COMPLETE | 06/20/2018 | 06/25/2018 |
| Note: Released By: DREWIS | |||
| ENGIN1 | COMPLETE | 06/20/2018 | 06/21/2018 |
| Note: Released By: TBAKER | |||
| MECH | COMPLETE | 06/20/2018 | 06/26/2018 |
| Note: Released By: FREODICA | |||
| PLUM | COMPLETE | 06/20/2018 | 06/26/2018 |
| Note: Released By: FREODICA | |||
| SW1 | COMPLETE | 06/20/2018 | 06/25/2018 |
| Note: Released By: DREWIS | |||
| UD1 | COMPLETE | 06/20/2018 | 06/26/2018 |
| Note: Released By: MBACON 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 | HOLD | 06/20/2018 | 06/20/2018 |
| Note: Held By: AMOBLEY New flood maps effective 6/6/18. Surveys must have new flood information. |
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 | 02/26/2019 |
| NEW RESIDENTIAL INSPECTIONS | ¤542.00 | 06/28/2018 |
| SITE PLAN 20 | ¤20.00 | 06/28/2018 |
| SURCHARGE FS 533.721 | ¤13.58 | 06/28/2018 |
| SURCHARGE - FS 468.631 | ¤20.37 | 06/28/2018 |
| STORM WATER PERMIT FEES | ¤80.00 | 06/28/2018 |
| 3% TRANS IMPACT FEE CREDIT | (¤48.96) | 06/28/2018 |
| ADMIN FEE | ¤20.00 | 06/28/2018 |
| ELECTRIC FEE | ¤222.60 | 06/28/2018 |
| 3% FIRE IMPACT FEE CREDIT | (¤6.56) | 06/28/2018 |
| IMPACT FEE FIRE NONRESIDENTIAL | ¤218.79 | 06/28/2018 |
| IMPACT FEE PARKS | ¤849.24 | 06/28/2018 |
| IMPACT FEE SCHOOL | ¤3,600.00 | 06/28/2018 |
| IMPACT FEE TRANSPORTATION | ¤1,632.00 | 06/28/2018 |
| MECHANICAL FEE | ¤222.60 | 06/28/2018 |
| 3% PARKS IMPACT FEE CREDIT | (¤25.48) | 06/28/2018 |
| PLAN CHECK FEE | ¤108.40 | 06/28/2018 |
| PLUMBING FEE | ¤222.60 | 06/28/2018 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤7,731.18 |