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Permit #2018071035

Permit Details

Status: COED

Parcel Id: 15-11-31-2830-00000-0240
CONDITIONED SPACE: 1840 sqft
GARAGE: 583 sqft
OPENED PORCH (WITH ROOF) : 210 sqft
OPENED PORCH (WITH ROOF) : 29 sqft
Total Square Footage: 2662 sqft
Block: 00000
Subdivision: 1071 - FRONT STREET @ GRAND HAVEN PHASE 1
Job Phone: (386)383-0376
Location Address: 22 CHINIER ST
Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY
Issue Date: 08/10/2018
NOC: RECORDED
Applicant name: ANTHONY CRAIG GUCCIONE
Owner: TRAMONTANO DEAN & MEREDITH H&W

Address

166 RIDGE ROAD

JUPITER, FL 33477

Lot: 0240
Contracted Stated Job Value: ¤350,000.00
Job Description: SINGLE FAMILY RESIDENCE
Type: CN

Contractor

GOLD COAST HOME BUILDERS INC
Status Location Address State License Number Phone
ACTIVE

P.O. BOX 354707

PALM COAST, FL 32137

CGC1507791 (Exp: 08/31/2026) 386-313-6221

Sub Contractors

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
BERT S MCLAUGHLIN
Status Location Address State License Number Phone
ACTIVE

131 MAGNOLIA AVE

DAYTONA BEACH, FL 32114

EC13006455 (Exp: 08/31/2026) 386-265-2687
PATRICK FRANCIS MCADAMS
Status Location Address State License Number Phone Fax
ACTIVE

1201 South Flagler Ave

Flagler Beach, FL 32136

CFC057805 (Exp: 08/31/2026) 386-283-9236 321-248-0447
SANTOS L HERNANDEZ
Status Location Address State License Number Phone Fax
ACTIVE

946 SHADDICK DRIVE

ORANGE CITY, FL 32763

CCC1328011 (Exp: 08/31/2026) 386-218-4942 386-218-4937
TODD MICHAEL ORIE
Status Location Address State License Number Phone Fax
ACTIVE

560 S. YONGE ST.

ORMOND BEACH, FL 32174

CBC036417 (Exp: 08/31/2026) (386)673-4589 (386)673-8045

Inspection History

Type Request Date Result Inspector
BLD - BUILDING FINAL 04/12/2019 FINAL APPROVED WMILLER
ROW - FINAL APRON (AFTER POUR) 04/12/2019 APPROVED RGROSS
ROW - FINAL INSPECTION 04/12/2019 FINAL APPROVED RGROSS
Note: BEES IN THE DOC BOX. COULD NOT SIGN PERMIT.
U -UTILITY RESIDENTIAL FINAL 04/11/2019 FINAL APPROVED LFITZGERALD
FINAL SURVEY (OFFICE USE ONLY) 04/10/2019 APPROVED JHINDMAN
ROW- PAVER RESTRAINTS 02/01/2019 APPROVED RGROSS
ROW- PRE-APRON (PRE-POUR) 01/28/2019 APPROVED RGROSS
Note: READY FOR PAVERS
ELECTRIC - EARLY POWER 01/17/2019 APPROVED - AS NOTED RMARTIN
Note: SPOKE TO DELL FPL RELEASED EARLY POWER 3:20
GRAVITY SEWER TEST 01/15/2019 APPROVED JGIBSON
U - SEWER TIE IN 01/15/2019 APPROVED JGIBSON
LATH/BRICK/ WATER BARRIER 11/28/2018 APPROVED WMILLER
Note: APPROVED
INSULATION 11/16/2018 APPROVED - AS NOTED WMILLER
Note: PLACE OUTLET BOX AT LOW VOLTAGE CONSOLE BEFORE GOING FORWARD
ELECTRIC-TUG 11/15/2018 APPROVED - AS NOTED RMARTIN
Note: SPOKE TO DELL FPL RELEASED TUG 3:50
ALL ROUGH 11/13/2018 APPROVED WMILLER
Note: approved
ROOF SHEATHING / BRACES/TIES/DOWN CELL 11/09/2018 APPROVED WMILLER
Note: APPROVED (TB01 REVISION ON SITE)
ROOF VALLEY & METAL 11/09/2018 APPROVED WMILLER
Note: THIS IS A REINSPECTION APPROVED
ROOF VALLEY & METAL 10/31/2018 Disapproved -FEE REQUIRED WMILLER
Note: 1. FLASHING, BASE AND COUNTER FLASHING, R905.2.8.1 (1 – 3), 4in X 4in L-FLASHING AT WALL ROOF INTERSECTIONS MUST BE SET IN APPROVED FLASHING CEMENT AND SET FLUSH TO THE BASE OF THE WALL AND OVER THE UNDERLAYMENT. BOTH HORIZONTAL AND VERTICLE METAL FLANGES SHALL BE FASTENED 6in OC WITH APPROVED FASTENERS. 2. UNDERLAYMENT AND OR FASTENERS 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)
ROOF SHEATHING 10/23/2018 APPROVED WMILLER
Note: APPROVED
ROOF SHEATHING 10/17/2018 Disapproved -FEE REQUIRED WMILLER
Note: MANY LOOSE SHEETS (CHECK ALL)
TIE BEAM / LINTEL 10/01/2018 APPROVED CMINI
TIE BEAM / LINTEL 09/28/2018 CANCELLED BY APPLICANT WMILLER
Note: CANCELLED PER JEFF
FOUND SURVEY APPROVED (OFFICE) 09/20/2018 APPROVED DREWIS
MONOLITHIC SLAB 09/06/2018 APPROVED WMILLER
Note: APPROVED
PLUMBING 1ST ROUGH UNDERGROUND 09/04/2018 APPROVED JGIBSON

Review History

Department Status Date In Date Out
SW1 COMPLETE 04/04/2019 04/10/2019
Note: Released By: JHINDMAN Final S
BLD COMPLETE 03/27/2019 04/03/2019
Note: Released By: JHINDMAN
ZON COMPLETE 03/27/2019 03/27/2019
Note: Released By: AMOBLEY
BLD COMPLETE 02/25/2019 03/01/2019
Note: Released By: JHINDMAN
ZON COMPLETE 02/25/2019 02/25/2019
Note: Released By: AMOBLEY
BLD COMPLETE 10/30/2018 11/05/2018
Note: Released By: RLEE
BLD COMPLETE 10/22/2018 10/29/2018
Note: Released By: JHINDMAN
SW1 COMPLETE 09/19/2018 09/20/2018
Note: Released By: DREWIS
ZON COMPLETE 08/03/2018 08/06/2018
Note: Released By: AMOBLEY
ELEC COMPLETE 08/03/2018 08/06/2018
Note: Released By: DREWIS
SW1 COMPLETE 08/03/2018 08/06/2018
Note: Released By: DREWIS
PLUM COMPLETE 08/03/2018 08/08/2018
Note: Released By: FREODICA
BLD COMPLETE 07/27/2018 07/31/2018
Note: Released By: JHINDMAN
ELEC HOLD 07/27/2018 07/31/2018
Note: Held By: DREWIS Provide the following: Signed and sealed plans by the designing engineer or the signature and licence number of the designing electrical contractor, FBC 6ht ed 107.1 Load calculation, NEC 2014 220. Disconnect for the AHU, 440.14. GFCI for both guest bathroom counter tops, 210.52D. Daniel Rewis 986-4736
ENGIN1 COMPLETE 07/27/2018 07/31/2018
Note: Released By: TBAKER
MECH COMPLETE 07/27/2018 07/31/2018
Note: Released By: FREODICA
PLUM HOLD 07/27/2018 07/31/2018
Note: Held By: FREODICA Tub at master bathroom is shown on sanitary riser diagram but not on floor plan. Coordinate per FBC 6th ed. 107.1. F.Reodica -386-986-4734.
SW1 HOLD 07/27/2018 07/31/2018
Note: Held By: DREWIS Provide proposed elevations for grades 10' away from the foundation wall, FBC 6th ed R401.3. Daniel Rewis 986-4736
UD1 COMPLETE 07/27/2018 08/01/2018
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 07/27/2018 07/30/2018
Note: Held By: AMOBLEY Flood maps were updated 6/6/18. Surveys must have the new information

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 04/12/2019
REINSPECTION FEE ¤40.00 04/12/2019
REINSPECTION FEE ¤40.00 04/12/2019
NEW RESIDENTIAL INSPECTIONS ¤700.00 08/10/2018
SITE PLAN 20 ¤20.00 08/10/2018
SURCHARGE FS 533.721 ¤16.90 08/10/2018
SURCHARGE - FS 468.631 ¤25.35 08/10/2018
STORM WATER PERMIT FEES ¤80.00 08/10/2018
3% TRANS IMPACT FEE CREDIT (¤89.43) 08/10/2018
ADMIN FEE ¤20.00 08/10/2018
ELECTRIC FEE ¤270.00 08/10/2018
3% FIRE IMPACT FEE CREDIT (¤6.56) 08/10/2018
IMPACT FEE FIRE ¤218.79 08/10/2018
IMPACT FEE PARKS ¤849.24 08/10/2018
IMPACT FEE SCHOOL ¤3,600.00 08/10/2018
IMPACT FEE TRANSPORTATION ¤2,981.00 08/10/2018
MECHANICAL FEE ¤270.00 08/10/2018
3% PARKS IMPACT FEE CREDIT (¤25.48) 08/10/2018
PLAN CHECK FEE ¤140.00 08/10/2018
PLUMBING FEE ¤270.00 08/10/2018
Fees Total Due: ¤0.00 Total Paid: ¤9,459.81