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Permit #2017080685
Permit Details
Status: COED
| Parcel Id: 07-11-31-6250-00000-0070 |
| CONDITIONED SPACE: 2278 sqft |
| GARAGE: 526 sqft |
| OPENED PORCH (WITH ROOF) : 42 sqft |
| OPENED PORCH (WITH ROOF) : 147 sqft |
| Total Square Footage: 2993 sqft |
| Block: 00000 |
| Subdivision: 2230 - WINTER HAVEN COURT |
| Job Phone: (386)931-1917 |
| Location Address: 8 WINTER HAVEN CT |
| Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY |
| Issue Date: 09/05/2017 |
| NOC: RECORDED |
| Applicant name: BRAD MICHAEL THOMAS |
| Owner: WILKE, JOHN M & OFELIA |
|
Address 5706 CHURCHILL CT LONG GROVE, IL 60047 |
| Lot: 0070 |
| Contracted Stated Job Value: ¤301,400.00 |
| Job Description: SINGLE FAMILY RESIDENCE |
| Type: CN |
Contractor
AUBURN HOMES INC.
| Status | Location Address | State License Number | Phone |
| HOLD |
1 HARGROVE GRADE STE 1E PALM COAST, FL 32137 |
CGC1506292 (Exp: 08/31/2020) | (386)931-1917 |
Sub Contractors
WILLIAM FRANK DUDLEY JR.
| Status | Location Address | State License Number | Phone |
| ACTIVE |
P.O. BOX 978 Bunnell, FL 32110 |
EC0003177 (Exp: 08/31/2026) | (386)437-3068 |
JOHN ROBERT BLEVINS JR
| Status | Location Address | State License Number | Phone | Fax |
| ACTIVE |
17 PORWYN LANE PALM COAST, FL 32164 |
CAC1816125 (Exp: 08/31/2026) | 386-585-8283 | 386-263-2096 |
HEATH EDWARD SANFORD
| Status | Location Address | State License Number | Phone | Fax |
| ACTIVE |
1351 HAZELNUT ST BUNNELL, FL 32110 |
CFC1427527 (Exp: 08/31/2026) | 386-445-2532 | 386-445-5575 |
BARRY D MARTIN
| Status | Location Address | State License Number | Phone | Fax |
| CANCEL |
1650 N STATE STREET Bunnell, FL 32110 |
CCC033728 (Exp: 08/31/2020) | (386) 437-7700 | (386)437-7701 |
Inspection History
| Type | Request Date | Result | Inspector |
| BLD - BUILDING FINAL | 05/21/2018 | FINAL APPROVED | WMILLER |
| BLD - BUILDING FINAL | 05/18/2018 | Disapproved -FEE REQUIRED | WMILLER |
| Note: 1. this is a non-vented attic system... (foam applied directly to roof deck) plans call for solid vinyl soffit material.... vented soffit material has been applied. 2. WEATHER STRIPPING NEEDS TO BE INSTALLED R 612.1 FBC 3. GARAGE SELF-CLOSING DEVICES R302.5.1 DOORS MUST BE SELF CLOSING (must be checked after weather stripping has been installed 4. COMPLETE RANGE EXAUST VENT | |||
| ROW - FINAL APRON (AFTER POUR) | 05/07/2018 | APPROVED | KHOWELL |
| ROW - FINAL INSPECTION | 05/07/2018 | FINAL APPROVED | KHOWELL |
| U -UTILITY RESIDENTIAL FINAL | 05/07/2018 | FINAL APPROVED | LFITZGERALD |
| Note: NOTE-pep panel had no power-inspector was able to turn breaker in garage on, for future Finals , please make sure pep panel has power otherwise the Final will not pass. Thank you | |||
| ROW - FINAL INSPECTION | 05/02/2018 | Disapproved - NO FEE | KHOWELL |
| Note: REAR OF PROPERTY IS NOT A MAINTAINABLE SLOPE IS MORE THAN 4 TO 1 | |||
| ROW - FINAL APRON (AFTER POUR) | 05/02/2018 | Disapproved -FEE REQUIRED | KHOWELL |
| Note: REMOVE THE CONCRETE OVER POUR AT THE ENDS OF THE MITERS UNDER THE SOD IN SWALE AREA THAT WAS NOTED DURING THE PRE-POUR INSPECTION. | |||
| FINAL SURVEY (OFFICE USE ONLY) | 04/27/2018 | APPROVED | DREWIS |
| GRAVITY SEWER TEST | 04/04/2018 | APPROVED | JGIBSON |
| U - SEWER TIE IN | 04/04/2018 | APPROVED | LFITZGERALD |
| ELECTRIC - EARLY POWER | 04/03/2018 | APPROVED - AS NOTED | RMARTIN |
| Note: SPOKE TO SUSAN FPL RELEASED EARLY POWER 3:00 | |||
| ROW- PRE-APRON (PRE-POUR) | 03/29/2018 | APPROVED - AS NOTED | KHOWELL |
| Note: SIDEWALK NOT FORMED AT THE TIME OF INSPECTION, WAS TOLD DIRT FROM PEP TANK INSTALLATION WAS IN THE WAY, FORM PER APPROVED SITE PLAN. CONCRETE NOT ALLOWED TO BE POURED PAST THE ENDS OF FORM BOARDS OF THE MITERS. READY TO POUR 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 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) | 03/28/2018 | Disapproved -FEE REQUIRED | RGROSS |
| Note: BOTH CULVERT ENDS MUST BE 5 FT FROM CENTER OF CULVERT TO EDGE OF ROAD. | |||
| LATH/BRICK/ WATER BARRIER | 02/07/2018 | APPROVED - AS NOTED | JCOLASANTI |
| Note: do not start stucco around doors and sliders untill lathe inspection is complete. | |||
| INSULATION | 01/29/2018 | APPROVED | JCOLASANTI |
| Note: THIS IS A REINSPECTION | |||
| INSULATION | 01/26/2018 | Disapproved -FEE REQUIRED | JCOLASANTI |
| Note: need to frame electric panel by insulation inspection | |||
| ALL ROUGH | 01/24/2018 | APPROVED | JCOLASANTI |
| ELECTRIC-TUG | 01/24/2018 | APPROVED | JCOLASANTI |
| Note: spoke to susan to release power | |||
| ROOF VALLEY & METAL | 01/16/2018 | APPROVED | WMILLER |
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 01/03/2018 | APPROVED - AS NOTED | JCOLASANTI |
| Note: THIS IS A REINSPECTION need two bolts wood to masonry by front entry (will check at all rough) | |||
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 01/02/2018 | Disapproved -FEE REQUIRED | WMILLER |
| Note: THIS IS A REINSPECTION DID NOT FOLLOW DETAILS PER REVISION AT GABLE BRACING | |||
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 12/19/2017 | Disapproved -FEE REQUIRED | JCOLASANTI |
| Note: need strap on truss garage baring wall, tighten rod header garage need bolts wood to masonary all marked on plans tie down rafter to truss in garage. (all marked on plans). need details for gables garage and front entry. | |||
| TIE BEAM / LINTEL | 11/21/2017 | APPROVED | JCOLASANTI |
| Note: THIS IS A REINSPECTION | |||
| TIE BEAM / LINTEL | 11/20/2017 | Disapproved -FEE REQUIRED | JCOLASANTI |
| Note: need knockout dowel and down rod at header location fbc 802.2 (marked with orange paint. | |||
| FOUND SURVEY APPROVED (OFFICE) | 11/09/2017 | APPROVED | DREWIS |
| MONOLITHIC SLAB | 10/24/2017 | APPROVED | JCOLASANTI |
| Note: THIS IS A REINSPECTION | |||
| MONOLITHIC SLAB | 10/23/2017 | Disapproved -FEE REQUIRED | JCOLASANTI |
| Note: CONTINUOUS LOAD PATH FOR UPLIFT RESISTANCE FBC.. 802.1.9 (fotters not correct mark on plans, garage wall needs to be 12" deep and detail 5 is 24" wide) | |||
| PLUMBING 1ST ROUGH UNDERGROUND | 10/20/2017 | APPROVED | JGIBSON |
| Note: THIS IS A REINSPECTION | |||
| PLUMBING 1ST ROUGH UNDERGROUND | 10/17/2017 | CANCELLED BY APPLICANT | JGIBSON |
Review History
| Department | Status | Date In | Date Out |
| SW1 | COMPLETE | 04/27/2018 | 04/27/2018 |
| Note: Released By: DREWIS final s | |||
| BLD | COMPLETE | 12/22/2017 | 12/27/2017 |
| Note: Released By: RLEE | |||
| SW1 | COMPLETE | 11/07/2017 | 11/09/2017 |
| Note: Released By: DREWIS FOUNDATION SURVEY | |||
| UD1 | COMPLETE | 08/30/2017 | 09/01/2017 |
| 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. | |||
| BLD | COMPLETE | 08/17/2017 | 08/24/2017 |
| Note: Released By: JHINDMAN | |||
| ELEC | COMPLETE | 08/17/2017 | 08/24/2017 |
| Note: Released By: JHINDMAN | |||
| ENGIN1 | COMPLETE | 08/17/2017 | 08/29/2017 |
| Note: Released By: TBAKER | |||
| MECH | COMPLETE | 08/17/2017 | 08/23/2017 |
| Note: Released By: FREODICA | |||
| PLUM | COMPLETE | 08/17/2017 | 08/23/2017 |
| Note: Released By: FREODICA | |||
| SW1 | COMPLETE | 08/17/2017 | 08/24/2017 |
| Note: Released By: JHINDMAN | |||
| UD1 | HOLD | 08/17/2017 | 08/18/2017 |
| Note: Held By: LFITZGERALD PEP Panel not shown on electrical plans PEP Panel is not shown in the electrical plan. Submit a new electrical plan showing PEP Panel on the building on the same side of the building as indicated in the Utility marked site plan fyi- PEP Panel not shown on correct side of building on electrical plans PEP Panel is not shown on the same side as the tank in the electrical plan as the utility marked site plans. Submit a new electrical plan showing PEP Panel on the same side of the building as indicated in the Utility marked site plan. | |||
| ZON | COMPLETE | 08/17/2017 | 08/18/2017 |
| 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 | 05/24/2018 |
| REINSPECTION FEE | ¤40.00 | 05/24/2018 |
| REINSPECTION FEE | ¤40.00 | 05/24/2018 |
| REINSPECTION FEE | ¤40.00 | 05/24/2018 |
| REINSPECTION FEE | ¤40.00 | 05/24/2018 |
| REINSPECTION FEE | ¤40.00 | 05/24/2018 |
| REINSPECTION FEE | ¤40.00 | 05/24/2018 |
| REINSPECTION FEE | ¤40.00 | 05/24/2018 |
| IMPACT FEE FIRE NONRESIDENTIAL | ¤218.79 | 05/24/2018 |
| IMPACT FEE PARKS | ¤849.24 | 05/24/2018 |
| IMPACT FEE SCHOOL | ¤3,600.00 | 05/24/2018 |
| IMPACT FEE TRANSPORTATION | ¤3,124.67 | 05/24/2018 |
| CONTRACTOR CHANGE | ¤40.00 | 05/24/2018 |
| ELECTRIC FEE | ¤241.20 | 09/05/2017 |
| ADMIN FEE | ¤20.00 | 09/05/2017 |
| MECHANICAL FEE | ¤241.20 | 09/05/2017 |
| PLAN CHECK FEE | ¤120.80 | 09/05/2017 |
| PLUMBING FEE | ¤241.20 | 09/05/2017 |
| NEW RESIDENTIAL INSPECTIONS | ¤604.00 | 09/05/2017 |
| SITE PLAN 20 | ¤20.00 | 09/05/2017 |
| SURCHARGE FS 533.721 | ¤14.88 | 09/05/2017 |
| SURCHARGE - FS 468.631 | ¤22.33 | 09/05/2017 |
| STORM WATER PERMIT FEES | ¤80.00 | 09/05/2017 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤9,758.31 |