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Permit #2018070770
Permit Details
Status: COED
| Parcel Id: 07-11-31-7031-00060-0310 |
| CONDITIONED SPACE: 1333 sqft |
| GARAGE: 406 sqft |
| OPENED PORCH (WITH ROOF) : 44 sqft |
| Total Square Footage: 1783 sqft |
| Block: 00060 |
| Subdivision: 2166 - SECTION 31-ROYAL PALMS |
| Job Phone: (386) 246-6123 |
| Location Address: 16 RIPPLING BROOK DR |
| Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY |
| Issue Date: 07/24/2018 |
| NOC: RECORDED |
| Applicant name: BRIAN ANDREW GAZZOLI |
| Owner: TORRES-PAGAN HAYDEE URB. SIERRA BAYAMON |
|
Address 25 B 11 CALLE 25 A BAYAMON, PR 00961 |
| Lot: 0310 |
| Contracted Stated Job Value: ¤155,319.00 |
| 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 | 02/06/2019 | FINAL APPROVED | DROCKWELL |
| ROW - FINAL APRON (AFTER POUR) | 02/06/2019 | FINAL APPROVED | KHOWELL |
| ROW - FINAL INSPECTION | 02/01/2019 | APPROVED - AS NOTED | KHOWELL |
| Note: THIS WILL BE REINSPECTED AFTER THE AFTER-POUR ISSUES HAVE BEEN REPAIRED | |||
| ROW - FINAL APRON (AFTER POUR) | 02/01/2019 | Disapproved -FEE REQUIRED | KHOWELL |
| Note: 1. REMOVE ALL CONCRETE FROM THE CULVERT PIPE 2. THE FOOTER ON THE LEFT SIDE IS HIGHER THEN THE CULVERT INVERT | |||
| FINAL SURVEY (OFFICE USE ONLY) | 01/28/2019 | APPROVED | JHINDMAN |
| U -UTILITY RESIDENTIAL FINAL | 01/18/2019 | FINAL APPROVED | LFITZGERALD |
| ROW- PRE-APRON (PRE-POUR) | 01/09/2019 | APPROVED - AS NOTED | KHOWELL |
| Note: ADJUST THE BOTTOM MITERED END FORM BOARDS SO THEY ARE BOTH 9" OFF THE EDGE OF PIPE NOT 12" ON ONE SIDE AND 9" ON THE OTHER SIDE. 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. | |||
| ELECTRIC - EARLY POWER | 12/27/2018 | APPROVED | JHINDMAN |
| GRAVITY SEWER TEST | 12/13/2018 | APPROVED | JGIBSON |
| U - SEWER TIE IN | 12/13/2018 | APPROVED | JGIBSON |
| LATH/BRICK/ WATER BARRIER | 11/15/2018 | APPROVED | DROCKWELL |
| INSULATION | 11/13/2018 | APPROVED | DROCKWELL |
| ALL ROUGH | 11/08/2018 | APPROVED | DROCKWELL |
| ROOF VALLEY & METAL | 10/31/2018 | APPROVED | DROCKWELL |
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 10/26/2018 | APPROVED | DROCKWELL |
| TIE BEAM / LINTEL | 10/17/2018 | APPROVED | DROCKWELL |
| FOUND SURVEY APPROVED (OFFICE) | 10/12/2018 | APPROVED | DREWIS |
| MONOLITHIC SLAB | 09/26/2018 | APPROVED | DROCKWELL |
| MONOLITHIC SLAB | 09/25/2018 | Disapproved -FEE REQUIRED | DROCKWELL |
| Note: Add forms accross front and left side garage as so concrete will be contained in place | |||
| PLUMBING 1ST ROUGH UNDERGROUND | 09/18/2018 | APPROVED | JGIBSON |
Review History
| Department | Status | Date In | Date Out |
| SW1 | COMPLETE | 01/23/2019 | 01/28/2019 |
| Note: Released By: JHINDMAN | |||
| SW1 | COMPLETE | 10/10/2018 | 10/12/2018 |
| Note: Released By: DREWIS | |||
| BLD | COMPLETE | 07/19/2018 | 07/20/2018 |
| Note: Released By: JHINDMAN | |||
| ELEC | COMPLETE | 07/19/2018 | 07/23/2018 |
| Note: Released By: DREWIS | |||
| ENGIN1 | COMPLETE | 07/19/2018 | 07/19/2018 |
| Note: Released By: JHOWARD | |||
| MECH | COMPLETE | 07/19/2018 | 07/24/2018 |
| Note: Released By: FREODICA | |||
| PLUM | COMPLETE | 07/19/2018 | 07/24/2018 |
| Note: Released By: FREODICA | |||
| SW1 | COMPLETE | 07/19/2018 | 07/23/2018 |
| Note: Released By: DREWIS | |||
| UD1 | COMPLETE | 07/19/2018 | 07/24/2018 |
| Note: Released By: LFITZGERALD 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. The NFPA Clear Zone distance there can be no obstacles in front of the Hydrant and 7.5’ on the sides or 4’ behind. | |||
| ZON | COMPLETE | 07/19/2018 | 07/20/2018 |
| Note: Released By: AMOBLEY | |||
| SWALE | COMPLETE | 07/19/2018 | 09/10/2018 |
| Note: Released By: TBAKER |
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 | 02/06/2019 |
| REINSPECTION FEE | ¤40.00 | 02/06/2019 |
| NEW RESIDENTIAL INSPECTIONS | ¤332.00 | 07/24/2018 |
| SITE PLAN 20 | ¤20.00 | 07/24/2018 |
| SURCHARGE FS 533.721 | ¤9.17 | 07/24/2018 |
| SURCHARGE - FS 468.631 | ¤13.76 | 07/24/2018 |
| STORM WATER PERMIT FEES | ¤80.00 | 07/24/2018 |
| 3% TRANS IMPACT FEE CREDIT | (¤48.96) | 07/24/2018 |
| ADMIN FEE | ¤20.00 | 07/24/2018 |
| ELECTRIC FEE | ¤159.60 | 07/24/2018 |
| 3% FIRE IMPACT FEE CREDIT | (¤6.56) | 07/24/2018 |
| IMPACT FEE FIRE | ¤218.79 | 07/24/2018 |
| IMPACT FEE PARKS | ¤849.24 | 07/24/2018 |
| IMPACT FEE SCHOOL | ¤3,600.00 | 07/24/2018 |
| IMPACT FEE TRANSPORTATION | ¤1,632.00 | 07/24/2018 |
| MECHANICAL FEE | ¤159.60 | 07/24/2018 |
| 3% PARKS IMPACT FEE CREDIT | (¤25.48) | 07/24/2018 |
| PLAN CHECK FEE | ¤66.40 | 07/24/2018 |
| PLUMBING FEE | ¤159.60 | 07/24/2018 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤7,319.16 |