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Permit #2019020339

Permit Details

Status: COED

Parcel Id: 16-11-31-1260-00000-0530
CONDITIONED SPACE: 2689 sqft
OPENED PORCH (WITH ROOF) : 72 sqft
OPENED PORCH (WITH ROOF) : 388 sqft
GARAGE: 1086 sqft
Total Square Footage: 4235 sqft
Block: 00000
Subdivision: 2081 - Creekside Village at Grand Haven
Job Phone: (386)445-2012
Location Address: 4 MIDDEN LN
Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY
Issue Date: 02/19/2019
NOC: RECORDED
Applicant name: JOHN DONALD GORDON
Owner: NITOPI DANIEL & CAROL H&W

Address

254 TERRACE AVENUE

HASBROUCK HEIGHT, NJ 07604

Lot: 0530
Contracted Stated Job Value: ¤438,600.00
Job Description: SINGLE FAMILY RESIDENCE
Type: CN

Contractor

SKYWAY BUILDERS INC.
Status Location Address State License Number Phone Fax
INACTIVE

P. O. Box 354786

Palm Coast, FL 32137

CGC062646 (Exp: 08/31/2020) (386)445-2012 (386)446-7928

Sub Contractors

JOSEPH JOHN VERRECHIO
Status Location Address State License Number Phone
CANCEL

1325 WEST STATE RD. 100

BUNNELL, FL 32110

EC13004254 (Exp: 08/31/2024) 386-447-9644
THOMAS A REGULA
Status Location Address State License Number Phone Fax
INACTIVE

11320 PHILLIPS PKWY DRIVE E

JACKSONVILLE, FL 32256

CMC1250075 (Exp: 08/31/2026) 904-278-0339 904-278-0366
DANIEL DAVID RUTKOWSKI III
Status Location Address State License Number Phone Fax
ACTIVE

1687 STATE AVENUE

HOLLY HILL, FL 32117

CCC1328639 (Exp: 08/31/2026) 386-290-7490 386-256-0001
HEATH EDWARD SANFORD
Status Location Address State License Number Phone
ACTIVE

126 EAST END RD

SAN MATEO, FL 32187

CFC1429896 (Exp: 08/31/2026) 386-871-8823

Inspection History

Type Request Date Result Inspector
BLD - BUILDING FINAL 01/14/2020 FINAL APPROVED JDELBONIS
Note: THIS IS A REINSPECTION
BLD - BUILDING FINAL 01/13/2020 Disapproved - NO FEE JDELBONIS
Note: GFCI in both garages landry room and wall behind kitchen sink
ROW - FINAL APRON (AFTER POUR) 01/10/2020 APPROVED RGROSS
ROW - STORMWATER FINAL 01/10/2020 APPROVED RGROSS
U -UTILITY RESIDENTIAL FINAL 01/10/2020 FINAL APPROVED LFITZGERALD
ROW FIELD SURVEY /GRADING CERTIFICATION 01/08/2020 APPROVED RGROSS
FINAL SURVEY (OFFICE USE ONLY) 01/08/2020 APPROVED RGROSS
ROW- PRE-APRON (PRE-POUR) 12/20/2019 APPROVED RGROSS
Note: THIS IS A REINSPECTION. READY TO POUR
ROW- PAVER RESTRAINTS 11/07/2019 APPROVED RGROSS
ROW- PRE-APRON (PRE-POUR) 10/25/2019 PARTIALLY APPROVED MMAJEWSKI
Note: PAVER DRIVEWAY. 2ND PART OF PRE POUR NEEDED BEFORE PAVERS PLACED.
U - SEWER TIE IN 10/16/2019 APPROVED JGIBSON
GRAVITY SEWER TEST 10/16/2019 APPROVED JGIBSON
ELECTRIC - EARLY POWER 08/27/2019 APPROVED - AS NOTED RMARTIN
Note: SPOKE TO SUSAN FPL RELEASED POWER 3:00
ELECTRIC - EARLY POWER 08/26/2019 Disapproved -FEE REQUIRED RMARTIN
Note: HOUSE IS LOCKED, NEED ACCESS FOR INSPECTION
LATH/BRICK/ WATER BARRIER 06/25/2019 APPROVED MWILLIAMS
INSULATION 06/20/2019 APPROVED MWILLIAMS
ALL ROUGH 06/14/2019 APPROVED MWILLIAMS
ROOF VALLEY & METAL 05/24/2019 APPROVED JHINDMAN
Note: THIS IS A REINSPECTION
ROOF VALLEY & METAL 05/23/2019 CANCELLED BY APPLICANT WMILLER
Note: THIS IS A REINSPECTION cancelled per jc
ROOF VALLEY & METAL 05/22/2019 Disapproved -FEE REQUIRED WMILLER
Note: FASTENERS FOR UNDERLAYMENT AS REQUIRED, R905.1.1, AND TABLE 905.1.1 (1 -3) AND R905.1.1 EXEPTION, (SYNTHETIC UNDERLAMENT) (FASTENED WITH TWO STAGGERED ROWS IN THE FIELD WITH A MAXIMUM FASTENER SPACING OF 12 inches, AND ONE ROW AT THE OVERLAPS FASTENED 6 inches OC, LAPS OFFSET BY 6 feet, AND WITH THE MANUFACTURER SPECS)
ELECTRIC-TUG 05/20/2019 APPROVED - AS NOTED RMARTIN
Note: SPOKE TO SUSAN FPL RELEASED POWER 3:45
ROOF SHEATHING / BRACES/TIES/DOWN CELL 05/10/2019 APPROVED WMILLER
Note: THIS IS A REINSPECTION
WINDOW NAILING 05/10/2019 APPROVED - AS NOTED WMILLER
Note: THIS WAS FOR SLIDER TRACK ONLY
ROOF SHEATHING / BRACES/TIES/DOWN CELL 05/08/2019 Disapproved -FEE REQUIRED WMILLER
Note: 1. WOOD BEARING WALL DETAIL CALLS FOR KING STUD, JACK, AND HEADER PER HEADER SCHEDULE (NO HEADER SCHEDULE IN DOCS, NEED HEADER SCHEDULE PER PLANS) 2. MISSING STRAPS AT WOOD BEARING WALLS PER DETAIL 3. UNCOVER ALL CONNECTIONS HIDDEN BY SIDING
TIE BEAM / LINTEL 04/23/2019 APPROVED WMILLER
Note: THIS IS A REINSPECTION
TIE BEAM / LINTEL 04/22/2019 Disapproved - NO FEE WMILLER
Note: soil and or debris in cells (marked on plans
FOUND SURVEY APPROVED (OFFICE) 04/18/2019 APPROVED RLEE
MONOLITHIC SLAB 04/02/2019 APPROVED MWILLIAMS
MONOLITHIC SLAB 03/27/2019 Disapproved - NO FEE MWILLIAMS
Note: Discussed with JC Still needs proper footer depth to achieve 12" below grade as noted in prior inspection.
MONOLITHIC SLAB 03/26/2019 Disapproved -FEE REQUIRED MWILLIAMS
Note: Improper footer depth per plan and code. Must have a minimum of 12" of footer below compacted grade. 12 inch MINIMUM DEPTH , UNDISTURBED GROUND SURFACE… R403.1.3.4 and in accordance with R401.2, and R403.1 ALL FOOTINGS SHALL BE PLACED AT LEAST 12 in. BELOW THE UNDISTURBED GROUND SURFACE (NEED ADDITIONAL COMPACTION REPORT FOR AREAS OUTSIDE OF FOOTINGS AFTER ADDING REQUIRED MINIMUM DEPTH)
PLUMBING 1ST ROUGH UNDERGROUND 03/25/2019 APPROVED JGIBSON

Review History

Department Status Date In Date Out
SW1 COMPLETE 04/16/2019 04/18/2019
Note: Released By: RLEE foundation
BLD COMPLETE 02/11/2019 02/15/2019
Note: Released By: RLEE
ELEC COMPLETE 02/11/2019 02/15/2019
Note: Released By: RLEE
ENGIN1 COMPLETE 02/11/2019 02/11/2019
Note: Released By: TBAKER
MECH COMPLETE 02/11/2019 02/15/2019
Note: Released By: RLEE
PLUM COMPLETE 02/11/2019 02/15/2019
Note: Released By: RLEE
SW1 COMPLETE 02/11/2019 02/15/2019
Note: Released By: RLEE
UD1 COMPLETE 02/11/2019 02/18/2019
Note: Released By: LFITZGERALD Gravity Sewer new homes This is a Gravity sewer, the Sewer Tie-in Inspection is a visual inspection it must be called in the day before the tie-in is to be made. The morning of the tie-in the inspector should be contacted to coordinate the time of the tie-in so he can witness the tie-in and help prevent failed inspections due to cave in or mud/water preventing the visual inspection. 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 02/11/2019 02/11/2019
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 01/14/2020
REINSPECTION FEE ¤40.00 01/14/2020
REINSPECTION FEE ¤40.00 01/14/2020
REINSPECTION FEE ¤40.00 01/14/2020
NEW RESIDENTIAL INSPECTIONS ¤878.00 02/19/2019
SITE PLAN 20 ¤20.00 02/19/2019
SURCHARGE FS 533.721 ¤20.64 02/19/2019
SURCHARGE - FS 468.631 ¤30.96 02/19/2019
STORM WATER PERMIT FEES ¤80.00 02/19/2019
3% TRANS IMPACT FEE CREDIT (¤89.43) 02/19/2019
ADMIN FEE ¤20.00 02/19/2019
ELECTRIC FEE ¤323.40 02/19/2019
3% FIRE IMPACT FEE CREDIT (¤6.70) 02/19/2019
IMPACT FEE FIRE ¤223.38 02/19/2019
IMPACT FEE PARKS ¤849.24 02/19/2019
IMPACT FEE SCHOOL ¤3,600.00 02/19/2019
IMPACT FEE TRANSPORTATION ¤2,981.00 02/19/2019
MECHANICAL FEE ¤323.40 02/19/2019
3% PARKS IMPACT FEE CREDIT (¤25.48) 02/19/2019
PLAN CHECK FEE ¤175.60 02/19/2019
PLUMBING FEE ¤323.40 02/19/2019
Fees Total Due: ¤0.00 Total Paid: ¤9,887.41