I want to search for...

Permit #2017110709

Permit Details

Status: COED

Parcel Id: 15-11-31-2970-00000-1250
CONDITIONED SPACE: 2123 sqft
GARAGE: 476 sqft
OPENED PORCH (WITH ROOF) : 171 sqft
OPENED PORCH (WITH ROOF) : 25 sqft
Total Square Footage: 2795 sqft
Block: 00000
Subdivision: 2070 - Grand Haven North Phase 1 @ Grand Haven
Job Phone: 386-236-4133
Location Address: 1 PARK LN
Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY
Issue Date: 12/15/2017
NOC: RECORDED
Applicant name: LEONARDO CIRO SANCLEMENTE
Owner: TADA PROPERTIES LLC

Address

8 LONG LAKE WAY

PALM COAST, FL 32137

Lot: 1250
Contracted Stated Job Value: ¤262,410.00
Job Description: SINGLE FAMILY RESIDENCE
Type: CN

Contractor

INTERVEST CONSTRUCTION, INC.
Status Location Address State License Number Phone
CANCEL

2379 BEVILLE RD

DAYTONA BEACH, FL 32119

CBC1261237 (Exp: 08/31/2020) 386-236-4133

Sub Contractors

STEPHEN COURTEAUX
Status Location Address State License Number Phone Fax
ACTIVE

85 North Yonge Street

Ormond Beach, FL 32174

EC13001748 (Exp: 08/31/2026) (386) 672-4900 386-676-7472
JEFFREY DALE KNIGHT
Status Location Address State License Number Phone Fax
INACTIVE

923 ASHMEADE CT

PORT ORANGE, FL 32127

CFC057351 (Exp: 08/31/2026) 386-345-3857 386-345-4443
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
ROBERT CRAIG KULP
Status Location Address State License Number Phone
CANCEL

5401 ENERGY AIR CT

ORLANDO, FL 32810

CAC1816317 (Exp: 08/31/2022) 407-886-3729

Inspection History

Type Request Date Result Inspector
BLD - BUILDING FINAL 07/26/2018 FINAL APPROVED WMILLER
U -UTILITY RESIDENTIAL FINAL 07/26/2018 FINAL APPROVED MBACON
Note: THIS IS A REINSPECTION
ROW - FINAL INSPECTION 07/19/2018 FINAL APPROVED KHOWELL
U -UTILITY RESIDENTIAL FINAL 07/19/2018 Disapproved - NO FEE LFITZGERALD
Note: the 6inch sewer clean out is capped closed, requires a flush mount srew on/off cap so the city has access to this 6 inch service . There is a 4inch, which in future , should be capped and buried leaving only the 6inch.
ROW - FINAL APRON (AFTER POUR) 07/19/2018 APPROVED - AS NOTED KHOWELL
Note: WILLIAM WITH ICI WILL REPLACE 10' OF DAMAGED SIDEWALK
FINAL SURVEY (OFFICE USE ONLY) 07/09/2018 APPROVED DREWIS
ELECTRIC - EARLY POWER 06/25/2018 APPROVED - AS NOTED RMARTIN
Note: SPOKE TO SUSAN FPL RELEASED EARLY POWER 3:25
ROW - FINAL APRON (AFTER POUR) 06/15/2018 APPROVED KHOWELL
ROW - DRAINAGE 06/11/2018 APPROVED RGROSS
Note: THIS IS A REINSPECTION. STORM DRAIN NEEDS PROTECTED FROM WASHOUT.
ROW - DRAINAGE 06/07/2018 Disapproved - NO FEE RGROSS
Note: STORMWATER DRAIN NEEDS PROTECTED FROM SEDIMENT WASHOUT. PHONE CALL WARNING WHEN INSPECTION SCHEDULED. NEXT INSPECTION WILL BE FAILED WITH A FEE.
ROW- PRE-APRON (PRE-POUR) 06/06/2018 APPROVED - AS NOTED RGROSS
Note: READY TO POUR. SPOKE TO BUILDER ABOUT PROTECTING THE CATCH BASIN FROM STORM WATER SEDIMENT WASHOUT.
LATH/BRICK/ WATER BARRIER 05/14/2018 APPROVED WMILLER
INSULATION 04/24/2018 APPROVED CMINI
Note: THIS IS A REINSPECTION
INSULATION 04/23/2018 Disapproved -FEE REQUIRED WMILLER
Note: THIS IS A REINSPECTION NEED FIREBLOCKING AT BOX-OUT SOFFIT FOR RANGE VENT ...FIREBLOCKING R302.11 (4) PIPES, DUCTS, CABLES, AND WIRES AT CEILING AND FLOOR LEVEL (WITH APPROVED MATERIAL)
INSULATION 04/20/2018 Disapproved -FEE REQUIRED WMILLER
Note: 1. STILL NEED FIRE FOAM AT DRYER EXAUST TOP PLAT. 2. NEED FIRE FOAM AT THERMOSTAT WIRE THROUGH TOP PLATE 3. NEED FIREBLOCKING AT BOX-OUT SOFFIT FOR RANGE VENT ...FIREBLOCKING R302.11 (4) PIPES, DUCTS, CABLES, AND WIRES AT CEILING AND FLOOR LEVEL (WITH APPROVED MATERIAL) 4. STILL NEED 10 FOOT HEAD ...10ft HEAD OF WATER, FBC CHAPTER 25 SECTION P2503.5.1 (1)
ROOF VALLEY & METAL 04/18/2018 APPROVED CMINI
ALL ROUGH 04/09/2018 APPROVED - AS NOTED WMILLER
Note: 1. CHANGE OUT FOAM TO FIRE RATED FOAM AT DRYER DUCT AND RANGE VENT FIREBLOCKING R302.11 (4) PIPES, DUCTS, CABLES, AND WIRES AT CEILING AND FLOOR LEVEL (WITH APPROVED MATERIAL) 2. 10ft HEAD OF WATER, FBC CHAPTER 25 SECTION P2503.5.1 (1)
ROOF SHEATHING / BRACES/TIES/DOWN CELL 04/06/2018 APPROVED CMINI
Note: THIS IS A REINSPECTION
GRAVITY SEWER TEST 03/29/2018 APPROVED JGIBSON
U - SEWER TIE IN 03/29/2018 APPROVED JNICHOLS
ROOF SHEATHING / BRACES/TIES/DOWN CELL 03/27/2018 Disapproved -FEE REQUIRED WMILLER
Note: missing required engineering (see detail A/FR1)
ROOF SHEATHING 03/20/2018 APPROVED WMILLER
WALL SHEATHING 03/20/2018 APPROVED WMILLER
TIE BEAM / LINTEL 02/20/2018 APPROVED WMILLER
ELECTRIC-TUG 02/16/2018 APPROVED - AS NOTED RMARTIN
Note: SPOKE TO SUSAN FPL RELEASED TUG 3:20
FOUND SURVEY APPROVED (OFFICE) 02/16/2018 APPROVED DREWIS
MONOLITHIC SLAB 02/07/2018 APPROVED DROCKWELL
Note: per William
PLUMBING 1ST ROUGH UNDERGROUND 02/05/2018 APPROVED - AS NOTED JGIBSON
Note: NEED SLEEVING ON SEWER MAIN WHERE PASSING THRIUGH GARAGE, AND WATER LINES

Review History

Department Status Date In Date Out
SW1 COMPLETE 07/06/2018 07/09/2018
Note: Released By: DREWIS final survey
UTL COMPLETE 06/13/2018 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 06/13/2018 06/13/2018
Note: Released By: AMOBLEY
SW1 COMPLETE 06/13/2018 06/19/2018
Note: Released By: DREWIS
ENGIN1 COMPLETE 06/13/2018 06/14/2018
Note: Released By: TBAKER
SW1 COMPLETE 02/16/2018 02/16/2018
Note: Released By: DREWIS foundations
SW1 COMPLETE 12/07/2017 12/14/2017
Note: Released By: DREWIS
BLD COMPLETE 12/07/2017 12/11/2017
Note: Released By: JHINDMAN
ZON COMPLETE 12/07/2017 12/07/2017
Note: Released By: AMOBLEY
BLD HOLD 11/16/2017 11/28/2017
Note: Held By: JHINDMAN 1. The attic ventilation calculation does not meet exception 2 for 1/300 per 5th ed. FBC R806 R806.2 Minimum vent area. The minimum net free ventilating area shall be 1/150 of the area of the vented space. Exception: The minimum net free ventilation area shall be 1/300 of the vented space provided one or more of the following conditions are met: 1. In Climate Zones 6, 7 and 8, a Class I or II vapor retarder is installed on the warm-in-winter side of the ceiling. 2. At least 40 percent and not more than 50 percent of the required ventilating area is provided by ventilators located in the upper portion of the attic or rafter space. Upper ventilators shall be located no more than 3 feet (914 mm) below the ridge or highest point of the space, measured vertically, with the balance of the required ventilation provided by eave or cornice vents. Where the location of wall or roof framing members conflicts with the installation of upper ventilators, installation more than 3 feet (914 mm) below the ridge or highest point of the space shall be permitted..
ELEC COMPLETE 11/16/2017 11/17/2017
Note: Released By: DREWIS
ENGIN1 COMPLETE 11/16/2017 11/20/2017
Note: Released By: TBAKER
MECH COMPLETE 11/16/2017 11/28/2017
Note: Released By: JHINDMAN
PLUM COMPLETE 11/16/2017 11/28/2017
Note: Released By: JHINDMAN
SW1 HOLD 11/16/2017 11/17/2017
Note: Held By: DREWIS Please provide a site plan with proposed survey measurements depicting: Drainage, Tech. Manual Sec. 5 Eng. Standard 300.01. 5% slope away from foundation wall, FBC R401.3. Daniel Rewis 986-4736
UD1 COMPLETE 11/16/2017 11/20/2017
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 11/16/2017 11/17/2017
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 07/27/2018
REINSPECTION FEE ¤40.00 07/27/2018
REINSPECTION FEE ¤40.00 07/27/2018
REVISION ¤40.00 07/27/2018
SITE PLAN 20 ¤20.00 12/15/2017
SURCHARGE FS 533.721 ¤13.25 12/15/2017
SURCHARGE - FS 468.631 ¤19.87 12/15/2017
STORM WATER PERMIT FEES ¤80.00 12/15/2017
3% TRANS IMPACT FEE CREDIT (¤93.74) 12/15/2017
NEW RESIDENTIAL INSPECTIONS ¤526.00 12/15/2017
ADMIN FEE ¤20.00 12/15/2017
ELECTRIC FEE ¤217.80 12/15/2017
3% FIRE IMPACT FEE CREDIT (¤6.56) 12/15/2017
IMPACT FEE FIRE NONRESIDENTIAL ¤218.79 12/15/2017
IMPACT FEE PARKS ¤849.24 12/15/2017
IMPACT FEE SCHOOL ¤3,600.00 12/15/2017
IMPACT FEE TRANSPORTATION ¤3,124.67 12/15/2017
MECHANICAL FEE ¤217.80 12/15/2017
3% PARKS IMPACT FEE CREDIT (¤25.48) 12/15/2017
PLAN CHECK FEE ¤105.20 12/15/2017
PLUMBING FEE ¤217.80 12/15/2017
Fees Total Due: ¤0.00 Total Paid: ¤9,264.64