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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