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Permit #2016120008

Permit Details

Status: COED

Parcel Id: 07-11-31-7059-00340-0260
CONDITIONED SPACE: 2593 sqft
OPENED PORCH (WITH ROOF) : 151 sqft
OPENED PORCH (WITH ROOF) : 70 sqft
GARAGE: 862 sqft
Total Square Footage: 3676 sqft
Block: 00340
Subdivision: 2211 - SECTION 59-SEMINOLE PARK
Job Phone: 386-931-2568
Location Address: 26 SEA FRONT TRL
Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY
Issue Date: 12/20/2016
NOC: RECORDED
Applicant name: PETER JOSEPH LYDEN
Owner: GORTH, DAVID & LINDA

Address

11 SEA FLOWER PATH

PALM COAST, FL 32164

Lot: 0260
Contracted Stated Job Value: ¤175,000.00
Job Description: SINGLE FAMILY RESIDENCE
Type: CN

Contractor

DEL CONSTRUCTION INC.
Status Location Address State License Number Phone
INACTIVE

PO BOX 1009

BUNNELL, FL 32110

CBC1253392 (Exp: 08/31/2024) 386-931-2568

Sub Contractors

PETER JOSEPH LYDEN
Status Location Address State License Number Phone
CANCEL

17 UNIMAY CT

BUNNELL, FL 32110

EC0002436 (Exp: 08/31/2022) 386-931-2568
JAMES KUYKENDALL
Status Location Address State License Number Phone Fax
CANCEL

2550 US 1 NORTH SUITE 3

BUNNELL, FL 32110

CAC1815546 (Exp: 08/31/2022) (386)437-2929 (386)437-2942
LARRY A JONES
Status Location Address State License Number Phone
INACTIVE

P. O. Box 1150

Bunnell, FL 32110

RF0055279 (Exp: 08/31/2025) (386) 437-0230
PETER JOSEPH LYDEN
Status Location Address State License Number Phone
INACTIVE

PO BOX 1009

BUNNELL, FL 32110

CBC1253392 (Exp: 08/31/2024) 386-931-2568

Inspection History

Type Request Date Result Inspector
ROW - FINAL APRON (AFTER POUR) 01/23/2018 APPROVED - AS NOTED CTROHA
Note: NEED TO MAKE SAW CUTS OVER PIPE ON THE MITERED ENDS
U - SEWER TIE IN 09/28/2017 APPROVED MBACON
U -UTILITY RESIDENTIAL FINAL 09/28/2017 FINAL APPROVED MBACON
Note: Pep tank placement approved per Ralph Hand.
BLD - BUILDING FINAL 09/27/2017 FINAL APPROVED CMINI
ROW - FINAL INSPECTION 09/26/2017 APPROVED CTROHA
Note: MEETS REQUIREMENTS AT TIME OF THE INSPECTION work complete
ROW - FINAL INSPECTION 09/22/2017 Disapproved -FEE REQUIRED CTROHA
Note: SOD WITH BAHIA ALONG DITCH ON THE RIGHT SIDE PROPERTY LINE AND CLEAN UP CONSTRUCTION DEBRIS (CONCRETE) ALONG DITCH BANK
GRAVITY SEWER TEST 09/22/2017 APPROVED CMINI
ELECTRIC - EARLY POWER 09/22/2017 APPROVED CMINI
FINAL SURVEY (OFFICE USE ONLY) 09/19/2017 APPROVED JHINDMAN
ROW- PRE-APRON (PRE-POUR) 08/29/2017 APPROVED CTROHA
Note: READY FOR PAVERS
ROW- PRE-APRON (PRE-POUR) 08/21/2017 APPROVED CTROHA
Note: 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) 08/18/2017 Disapproved -FEE REQUIRED CTROHA
Note: NO COMPACTION AROUND CULVERT CULVERT PIPE IS FLOATING NOT 6" AT ROAD EDGE AND NEEDS A FORM BOARD AT ROAD CONCRETE CAN NOT ENTER THE ROAD WAY NEED TO DIG OUT AROUND THE ENDS OF THE CULVERT SEE DRIVEWAY DETAIL
ROW- PRE-APRON (PRE-POUR) 08/14/2017 Disapproved -FEE REQUIRED CTROHA
Note: CULVERT PIPE OUT OF TOLERANCE SEE SWALE PLAN
INSULATION 07/26/2017 APPROVED CMINI
ALL ROUGH 04/20/2017 APPROVED CMINI
ROOF SHEATHING / BRACES/TIES/DOWN CELL 04/17/2017 APPROVED CMINI
LATH/BRICK/ WATER BARRIER 04/17/2017 APPROVED CMINI
TIE BEAM / LINTEL 03/23/2017 APPROVED CMINI
ELECTRIC-TUG 03/23/2017 APPROVED - AS NOTED CMINI
Note: called fpl to release power, spoke with Susan
FOUND SURVEY APPROVED (OFFICE) 03/02/2017 APPROVED FREODICA
MONOLITHIC SLAB 02/22/2017 APPROVED CMINI
PLUMBING 1ST ROUGH UNDERGROUND 01/30/2017 APPROVED CMINI
Note: THIS IS A REINSPECTION
PLUMBING 1ST ROUGH UNDERGROUND 01/24/2017 Disapproved -FEE REQUIRED DROCKWELL
Note: Plumbing riser diagram not in packet

Review History

Department Status Date In Date Out
SW1 COMPLETE 09/19/2017 09/19/2017
Note: Released By: JHINDMAN
SW1 COMPLETE 09/15/2017 09/19/2017
Note: Released By: JHINDMAN final s
ZON COMPLETE 07/19/2017 07/19/2017
Note: Released By: TDOAK
UTL COMPLETE 07/19/2017 07/27/2017
Note: Released By: MBACON 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 for a hydrant is 3 feet from both sides and 3 feet behind the hydrant. Front of hydrant shall remain completely clear.
ENGIN1 COMPLETE 07/19/2017 07/21/2017
Note: Released By: TBAKER No change to swale sheet
SW1 COMPLETE 03/01/2017 03/02/2017
Note: Released By: FREODICA foundation s
PLENV COMPLETE 12/14/2016 12/14/2016
Note: Site plan is consistent with the approved DO and stormwater agreement.
ZON COMPLETE 12/14/2016 12/14/2016
PLUM COMPLETE 12/14/2016 12/19/2016
MECH COMPLETE 12/14/2016 12/19/2016
BLD COMPLETE 12/02/2016 12/06/2016
ELEC COMPLETE 12/02/2016 12/06/2016
ENGIN1 COMPLETE 12/02/2016 12/09/2016
MECH HOLD 12/02/2016 12/08/2016
Note: 1. Provide signature and license number of hvac contractor on hvac plan per FBC 5th ed. 107.2.1. 2. Latent capacity of selected hvac units shall not be less the calculated latent load per FBCEC 5th ed. R403.6.1.1. F.Reodica-386-986-4734.
PLUM HOLD 12/02/2016 12/08/2016
Note: Provide complete pipe sizes of DWV on sanitary riser diagram per FBCR 5th ed. P3005.4/P3101. F.Reodica-386-986-4734.
SW1 COMPLETE 12/02/2016 12/06/2016
UD1 COMPLETE 12/02/2016 12/05/2016
Note: 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 12/02/2016 12/05/2016
Note: Per the land development code 4.01.03 B Attached garages shall have a maximum depth of 30 feet. The plans show garage at 31' - 2"
URB COMPLETE 12/02/2016 12/02/2016

Fees & Payments

(Permit is not ready for pickup until the permit has been processed and fees appear)
Description Amount Due Date Paid
RECORDING FEE REIMBURSE DOC ¤52.50 01/22/2018
REINSPECTION FEE ¤40.00 01/22/2018
REINSPECTION FEE ¤40.00 01/22/2018
REINSPECTION FEE ¤40.00 01/22/2018
REINSPECTION FEE ¤40.00 01/22/2018
NEW RESIDENTIAL INSPECTIONS ¤664.00 12/20/2016
SITE PLAN 20 ¤20.00 12/20/2016
SURCHARGE FS 533.721 ¤24.22 12/20/2016
SURCHARGE - FS 468.631 ¤24.22 12/20/2016
STORM WATER PERMIT FEES ¤80.00 12/20/2016
3% TRANS IMPACT FEE CREDIT (¤93.74) 12/20/2016
IMPACT FEE TRANSPORTATION ¤3,124.67 12/20/2016
MECHANICAL FEE ¤259.20 12/20/2016
3% PARKS IMPACT FEE CREDIT (¤25.48) 12/20/2016
PLAN CHECK FEE ¤132.80 12/20/2016
PLUMBING FEE ¤259.20 12/20/2016
ADMIN FEE ¤20.00 12/20/2016
ELECTRIC FEE ¤259.20 12/20/2016
3% FIRE IMPACT FEE CREDIT (¤6.43) 12/20/2016
IMPACT FEE FIRE NONRESIDENTIAL ¤214.29 12/20/2016
IMPACT FEE PARKS ¤849.24 12/20/2016
IMPACT FEE SCHOOL ¤3,600.00 12/20/2016
Fees Total Due: ¤0.00 Total Paid: ¤9,617.89