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Permit #2018041451

Permit Details

Status: COED

Parcel Id: 07-11-31-7015-00030-0420
CONDITIONED SPACE: 2518 sqft
OPENED PORCH (WITH ROOF) : 72 sqft
OPENED PORCH (WITH ROOF) : 298 sqft
GARAGE: 495 sqft
Total Square Footage: 3383 sqft
Block: 00030
Subdivision: 2127 - COUNTRY CLUB HARBOR
Job Phone: (386)446-5161
Location Address: 36 CHEROKEE CT W
Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY
Issue Date: 05/15/2018
NOC: RECORDED
Applicant name: HUGO A CAMACHO
Owner: SOUSA, CARMEN

Address

11536 JORDANUS DRIVE

RALEIGH, NC 27617

Lot: 0420
Contracted Stated Job Value: ¤350,000.00
Job Description: SINGLE FAMILY RESIDENCE
Type: CN

Contractor

IDEAL HOMES AT PALM COAST, INC.
Status Location Address State License Number Phone Fax
INACTIVE

PO BOX 353639

PALM COAST, FL 32137

CBC1250774 (Exp: 08/31/2026) (386)446-5161 (386)447-0238

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
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
JONATHAN M PEARSON
Status Location Address State License Number Phone Fax
ACTIVE

209 N FORSYTH ST

BUNNELL, FL 32110

CFC1425941 (Exp: 08/31/2026) 386-597-0944 386-437-4996
JOANNA S REELEY
Status Location Address State License Number Phone
INACTIVE

2 MARKET PLACE D

PALM COAST, FL 32137

CCC1327485 (Exp: 08/31/2020) 386-445-7945

Inspection History

Type Request Date Result Inspector
BLD - BUILDING FINAL 05/17/2019 FINAL APPROVED WMILLER
Note: THIS IS A REINSPECTION
BLD - BUILDING FINAL 05/16/2019 Disapproved -FEE REQUIRED WMILLER
Note: 1. NEED ALARMS ON DOORS OR DEVICES IN BOTH BODIES OF WATER (POOL IS FULL) 2. EXHAUST VENTS TERMINATE 3 feet FROM OPENINGS FBC.R.M1506 CANNOT TERMINATE WITHIN 3 feet OF OPENINGS (OPERABLE OR NON-OPERABLE) 3. TEST CAPS ON FUTURE DWV…. P3005.1.5 PROVISIONS FOR FUTURE FIXTURES. REPLACE TEST CAPS WITH PERMANENT PLUG OR CAP FITTING (SCHEDULE 40) (NOT A TEST CAP) (SUMMER KITCHEN) 4. MOCP RATING NOT MATCHING BREAKERS MFBC 1303 (A/C CALLS FOR 40,... 60 IS INSTALLED)
ROW - DRAINAGE 05/08/2019 APPROVED RGROSS
ROW - STORMWATER FINAL 05/08/2019 APPROVED RGROSS
ROW - FINAL INSPECTION 05/08/2019 APPROVED RGROSS
U -UTILITY RESIDENTIAL FINAL 05/08/2019 FINAL APPROVED JNICHOLS
FINAL SURVEY (OFFICE USE ONLY) 05/06/2019 APPROVED JHINDMAN
ROW- PRE-APRON (PRE-POUR) 04/05/2019 APPROVED - AS NOTED RGROSS
Note: A COMPLETE CONCRETE UNDER BASE WAS POURED ON THE PARTIAL. READY FOR PAVERS.
ELECTRIC - EARLY POWER 04/03/2019 APPROVED - AS NOTED RMARTIN
Note: SPOKE TO SUSAN FPL RELEASED POWER 3:50
ROW- PAVER RESTRAINTS 03/22/2019 APPROVED - AS NOTED RGROSS
Note: INSPECTED DURING THE PRE POUR.
ROW- PRE-APRON (PRE-POUR) 03/22/2019 PARTIALLY APPROVED RGROSS
Note: APPROVED FOR THE CONCRETE OVER PIPE, APRON AND PAVER RESTRAINTS POUR. PAVER DRIVEWAY
U - SEWER TIE IN 03/07/2019 APPROVED JGIBSON
GRAVITY SEWER TEST 03/07/2019 APPROVED JGIBSON
INSULATION 02/12/2019 APPROVED WMILLER
Note: APPROVED
INSULATION 02/11/2019 Disapproved -FEE REQUIRED WMILLER
Note: NEED INSULATION CERTIFICATE ON SITE AT TIME OF INSPECTION
ALL ROUGH 02/07/2019 APPROVED WMILLER
Note: approved
ALL ROUGH 02/06/2019 Disapproved -FEE REQUIRED WMILLER
Note: 1. SER SUPPORT STRAPPING FBC R E 3605.7 AND NEC.334 NEEDS TO BE STRAPPED PER NEC 334 (WITHIN 12 INCHES AND AT 30 INCH ENTERVALS ) 2. ALL METAL BOXES SHALL BE GROUNDED R,E 3905.2 AND NEC.314.4 (LOW VOLTAGE CONSOLE) 3. MISSING BOND AT JACUZZI TUB... WHIRLPOOL PUMPS BONDING 680.62 (B) (JACUZZI TUB NEEDS TO BE BONDED TO METAL PIPES AT FAUCET, REMOVE GROUND TO OUTLET) 4. FIREBLOCKING R302.11 1-6 (ARCH AREA NEAR MASTER)
ALL ROUGH 02/04/2019 Disapproved -FEE REQUIRED WMILLER
Note: 1. SER SUPPORT STRAPPING FBC R E 3605.7 AND NEC.334 NEEDS TO BE STRAPPED PER NEC 334 (WITHIN 12 INCHES AND AT 30 INCH ENTERVALS ) 2. NAIL PLATES ON ELECTRIC FBC E3802.1 (table), AND 3802.3.2 OR NEC 334.15 b. (RESPECTIVELY) protection from physical damage. (SER AGAINST UNDERSIDE OF ROOF DECKING 3. ALL METAL BOXES SHALL BE GROUNDED R,E 3905.2 AND NEC.314.4 4. MISSING BOND AT JACUZZI TUB... WHIRLPOOL PUMPS BONDING 680.62 (B) 5. NEED TO PHASE OUT HOT CONDUCTORS IN PANEL BOX. NEC.210.5(C).. 6. FIREBLOCKING R302.11 1-6 (ARCH AREA NEAR MASTER)
LATH/BRICK/ WATER BARRIER 01/29/2019 APPROVED WMILLER
Note: approved
ROOF VALLEY & METAL 12/04/2018 APPROVED WMILLER
Note: APPROVED
ROOF SHEATHING / BRACES/TIES/DOWN CELL 12/03/2018 APPROVED WMILLER
Note: APPROVED
ELECTRIC-TUG 11/13/2018 APPROVED - AS NOTED RMARTIN
Note: SPOKE TO SUSAN FPL RELEASED TUG 4:00
ELECTRIC-TUG 10/31/2018 Disapproved -FEE REQUIRED WMILLER
Note: DOCUMENTS MUST BE APPROVED AND KEPT ON SITE 107.3,1. AND SHALL BE OPEN TO INSPECTION BY THE BUILDING OFFICIAL
TIE BEAM / LINTEL 10/29/2018 APPROVED WMILLER
Note: APPROVED
FOUND SURVEY APPROVED (OFFICE) 10/26/2018 APPROVED DREWIS
MONOLITHIC SLAB 10/02/2018 APPROVED CMINI
PLUMBING 1ST ROUGH UNDERGROUND 09/24/2018 APPROVED JGIBSON
RETAINING WALL 08/09/2018 APPROVED WMILLER
RETAINING WALL FOUNDATION 07/20/2018 APPROVED WMILLER

Review History

Department Status Date In Date Out
PLFM COMPLETE 05/06/2019 05/06/2019
Note: Released By: JMYERS The Final elevation certificate has been accepted.
SW1 COMPLETE 05/03/2019 05/06/2019
Note: Released By: JHINDMAN final
ZON COMPLETE 04/09/2019 04/09/2019
Note: Released By: AMOBLEY
PLFM COMPLETE 03/20/2019 03/20/2019
Note: Released By: MDEFREITAS
ZON COMPLETE 03/15/2019 03/18/2019
Note: Released By: AMOBLEY
PLFM HOLD 03/15/2019 03/15/2019
Note: Held By: JMYERS Based on Site Plan submitted on 3/15/19 the structure does fall within the Special Flood Hazard Area. Due to the late stage of construction, only a Final Elevation Certificate will be required.
ENGIN1 COMPLETE 03/08/2019 03/12/2019
Note: Released By: TBAKER
SW1 COMPLETE 03/08/2019 03/15/2019
Note: Released By: JHINDMAN
UD1 COMPLETE 03/08/2019 03/13/2019
Note: Released By: AHALL 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 3.0’ on both sides and 4’ behind.
ZON HOLD 03/08/2019 03/08/2019
Note: Held By: AMOBLEY Revision Site plan survey should have the updated flood information on it.
PLFM HOLD 03/08/2019 03/08/2019
Note: Held By: JMYERS Due to the FEMA FIRM change on 6/6/18, there is now a Special Flood Hazard Area on this property. Please provide an updated Site Plan that shows the extent of the Special Flood Hazard Area. If the structure should fall within the Special Flood Hazard Area, a Final elevation certificate will be required due to the building already being under construction.
ELEC COMPLETE 01/16/2019 01/24/2019
Note: Released By: JHINDMAN
ELEC CANCEL 11/28/2018 11/30/2018
Note: No electrical revision
BLD COMPLETE 11/28/2018 11/30/2018
Note: Released By: JHINDMAN
ELEC COMPLETE 11/06/2018 11/09/2018
Note: Released By: DREWIS
SW1 COMPLETE 10/23/2018 10/26/2018
Note: Released By: DREWIS
BLD COMPLETE 06/20/2018 06/26/2018
Note: Released By: JHINDMAN Released By: JHINDMAN
ENGIN1 COMPLETE 06/20/2018 06/21/2018
Note: Released By: TBAKER
SW1 COMPLETE 06/20/2018 06/25/2018
Note: Released By: DREWIS
UD1 COMPLETE 06/20/2018 06/26/2018
Note: Released By: MBACON 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.
ZON COMPLETE 06/20/2018 06/20/2018
Note: Released By: AMOBLEY
ZON COMPLETE 05/09/2018 05/09/2018
Note: Released By: AMOBLEY
SWALE COMPLETE 05/09/2018 05/21/2018
Note: Released By: TBAKER
MECH COMPLETE 05/09/2018 05/14/2018
Note: Released By: FREODICA
BLD COMPLETE 05/01/2018 05/03/2018
Note: Released By: JHINDMAN
ELEC COMPLETE 05/01/2018 05/02/2018
Note: Released By: DREWIS
ENGIN1 COMPLETE 05/01/2018 05/03/2018
Note: Released By: TBAKER
MECH HOLD 05/01/2018 05/04/2018
Note: Held By: FREODICA Building orientation shown on energy calculations does not match with site plan. Coordinate to comply with FBCEC 6the ed. R403.7.1. F.Reodica -386-986-4734.
PLUM COMPLETE 05/01/2018 05/04/2018
Note: Released By: FREODICA
SW1 COMPLETE 05/01/2018 05/02/2018
Note: Released By: DREWIS
UD1 COMPLETE 05/01/2018 05/07/2018
Note: Released By: MBACON 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.
ZON HOLD 05/01/2018 05/01/2018
Note: Held By: AMOBLEY Please provide a color swatch of body color Row utilization agreement is not notarized correctly. Please provide a corrected original copy

Fees & Payments

(Permit is not ready for pickup until the permit has been processed and fees appear)
Description Amount Due Date Paid
REVISION ¤40.00 05/17/2019
REVISION ¤40.00 05/17/2019
REVISION ¤40.00 05/17/2019
REVISION ¤40.00 05/17/2019
REVISION ¤40.00 05/17/2019
REINSPECTION FEE ¤40.00 05/17/2019
REINSPECTION FEE ¤40.00 05/17/2019
REINSPECTION FEE ¤40.00 05/17/2019
REINSPECTION FEE ¤40.00 05/17/2019
REINSPECTION FEE ¤40.00 05/17/2019
NEW RESIDENTIAL INSPECTIONS ¤700.00 05/15/2018
SITE PLAN 20 ¤20.00 05/15/2018
SURCHARGE FS 533.721 ¤16.90 05/15/2018
SURCHARGE - FS 468.631 ¤25.35 05/15/2018
STORM WATER PERMIT FEES ¤80.00 05/15/2018
3% TRANS IMPACT FEE CREDIT (¤93.74) 05/15/2018
ADMIN FEE ¤20.00 05/15/2018
ELECTRIC FEE ¤270.00 05/15/2018
3% FIRE IMPACT FEE CREDIT (¤6.56) 05/15/2018
IMPACT FEE FIRE NONRESIDENTIAL ¤218.79 05/15/2018
IMPACT FEE PARKS ¤849.24 05/15/2018
IMPACT FEE SCHOOL ¤3,600.00 05/15/2018
RECORDING FEE REIMBURSE DOC ¤52.50 05/15/2018
IMPACT FEE TRANSPORTATION ¤3,124.67 05/15/2018
MECHANICAL FEE ¤270.00 05/15/2018
3% PARKS IMPACT FEE CREDIT (¤25.48) 05/15/2018
PLAN CHECK FEE ¤140.00 05/15/2018
PLUMBING FEE ¤270.00 05/15/2018
Fees Total Due: ¤0.00 Total Paid: ¤9,931.67