Status: COED

Parcel Id: 07-11-31-7025-00330-0170

CONDITIONED SPACE: 1390 sqft

GARAGE: 445 sqft

OPENED PORCH (WITH ROOF) : 120 sqft

OPENED PORCH (WITH ROOF) : 52 sqft

Total Square Footage: 2007 sqft

Block: 00330

Subdivision: 2189 - SECTION 25-PINE GROVE

Job Phone: 407-307-4753

Location Address: 5 PEPPER LN

Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY

Issue Date: 02/19/2019

NOC: RECORDED

Applicant name: SHAWN VIRAG

Owner: BRITE PROPERTIES OF FLORIDA LLC

Address 7345 GREENBRIAR PKWY ORLANDO, FL 32819

Lot: 0170

Contracted Stated Job Value: ¤127,800.00

Job Description: SINGLE FAMILY RESIDENCE

Type: CN

Contractor

SHAWNTELLE CONSULTING AND DESIGN LLC

Status	Location Address	State License Number	Phone
CANCEL	611 LARGOVISTA DR OAKLAND, FL 34787	CBC1261160 (Exp: 08/31/2020)	407-307-4753

Sub Contractors

TERRY BRICE DICKERSON

Status	Location Address	State License Number	Phone
ACTIVE	4300 ST JOHN'S PARKWAY ALPHARETTA, GA 30009	CCC1326209 (Exp: 08/31/2026)	407-548-6733

JOSEPH H STRADA JR

Status	Location Address	State License Number	Phone
CANCEL	3400 ST JOHNS PKWY SANFORD, FL 32771	EC13003715 (Exp: 08/31/2022)	877-906-1113

ROBERT G DELLO RUSSO

Status	Location Address	State License Number	Phone	Fax
DECEASED	531 CODISCO WAY SANFORD, FL 32771	CAC032448 (Exp: 08/31/2022)	(407)831-2665	(407)333-3853

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

Inspection History

Type	Request Date	Result	Inspector
BLD - BUILDING FINAL	10/31/2019	APPROVED	JDELBONIS
Note: THIS IS A REINSPECTION
BLD - BUILDING FINAL	10/30/2019	Disapproved -FEE REQUIRED	JCOLASANTI
Note: doors locked need access to complete inspection
ROW - FINAL APRON (AFTER POUR)	10/30/2019	APPROVED - AS NOTED	MMAJEWSKI
Note: CLEAN CONCRETE OUT OF ENDS OF CULVERT PIPE
ROW - STORMWATER FINAL	10/30/2019	APPROVED	MMAJEWSKI
U -UTILITY RESIDENTIAL FINAL	10/30/2019	FINAL APPROVED	LFITZGERALD
ROW FIELD SURVEY /GRADING CERTIFICATION	10/22/2019	APPROVED	MMAJEWSKI
FINAL SURVEY (OFFICE USE ONLY)	10/22/2019	APPROVED	MMAJEWSKI
FINAL SURVEY (OFFICE USE ONLY)	10/03/2019	Disapproved - NO FEE	KHOWELL
Note: SEE SURVEY MARK UP
ROW- PRE-APRON (PRE-POUR)	08/21/2019	APPROVED - AS NOTED	KHOWELL
Note: THIS IS A REINSPECTION It is the BUILDER'S RESPONSIBILITY: to recheck elevations and pipe size, to insure that an obstruction does not exist READY TO POUR 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.
ELECTRIC - EARLY POWER	08/20/2019	APPROVED - AS NOTED	RMARTIN
Note: SPOKE TO DELL FPL RELEASED POWER 3:30
ELECTRIC - EARLY POWER	08/19/2019	Disapproved -FEE REQUIRED	RMARTIN
Note: ALL DOORS LOCKED NEED ACCESS FOR INSPECTION
ELECTRIC-TUG	08/02/2019	APPROVED - AS NOTED	RMARTIN
Note: SPOKE TO DELL FPL RELEASED POWER 2:45
ELECTRIC-TUG	08/01/2019	Disapproved -FEE REQUIRED	JDELBONIS
Note: THIS IS A REINSPECTION riser diagram calls for 200 amp main braker and panel and a 150 amp main braker was installed
ROW- PRE-APRON (PRE-POUR)	07/26/2019	Disapproved -FEE REQUIRED	KHOWELL
Note: THIS IS A REINSPECTION CULVERT PIPE IS OUT OF TOLERANCE SLOPED MORE THEN THE 0.1' MAXIMUM ACROSS THE CULVERT, 5" MIN. THICK CONCRETE REQUIRED IN THE ROW AND 4" MIN. THICK CONCRETE REQUIRED ABOVE THE ROW. REMOVE ORGANIC MATERIAL / ROOTS FROM THE PAD AREA. DIG THE LEFT CULVERT FOOTER OUT PER THE CITY STANDARD DRIVEWAY DETAIL
ROW- PRE-APRON (PRE-POUR)	07/10/2019	Disapproved -FEE REQUIRED	KHOWELL
Note: THIS IS A REINSPECTION CULVERT PIPE IS OUT OF TOLERANCE, THE ROAD FORM NEEDS TO MATCH THE CURVE OF THE ROADWAY. 5" MIN. THICK CONCRETE REQUIRED IN THE ROW AND 4" MIN. THICK CONCRETE REQUIRED ABOVE THE ROW. REMOVE ORGANIC MATERIAL / ROOTS FROM THE PAD AREA
ROW- PRE-APRON (PRE-POUR)	07/08/2019	CANCELLED BY APPLICANT	RGROSS
Note: THIS IS A REINSPECTION
ROW - DRAINAGE	06/28/2019	APPROVED - AS NOTED	KHOWELL
Note: THIS IS A REINSPECTION GRADING CONTRACTOR ON SITE AND WILL OPEN UP SWALE BEFORE HE LEAVES TODAY
ROW - DRAINAGE	06/24/2019	Disapproved - NO FEE	KHOWELL
Note: REMOVE THE DIRT FROM THE SWALE AREA AND RESTORE DRAINAGE CONVEYANCE IN THE SWALE THIS WILL BE REINSPECTED ON 6-28-19 IF IT HAS NOT BEEN OPENED A REISPECTION FEE WILL BE ADDED
ROW- PRE-APRON (PRE-POUR)	06/24/2019	Disapproved -FEE REQUIRED	KHOWELL
Note: NOT READY FOR INSPECTION, NO CULVERT PIPE SET
LATH/BRICK/ WATER BARRIER	06/19/2019	APPROVED	FWILLIS
GRAVITY SEWER TEST	05/29/2019	APPROVED	JGIBSON
U - SEWER TIE IN	05/29/2019	APPROVED	JGIBSON
ROOF VALLEY & METAL	05/28/2019	APPROVED	MWILLIAMS
INSULATION	05/28/2019	APPROVED	MWILLIAMS
ELECTRIC-TUG	05/28/2019	Disapproved -FEE REQUIRED	RMARTIN
Note: STILL NO ELECTRIC PLAN ON SITE, NEED TO HAVE ELECTRIC PLAN ON SITE TO CHECK RISER DIAGRAM AND MAIN BREAKER SIZE, plan on site does not have electric
ALL ROUGH	05/23/2019	APPROVED - AS NOTED	JCOLASANTI
Note: THIS IS A REINSPECTION need to repair main conduit into meter can that is tight along block, need to repair little rips into conduit....need to mount fresh air duct at outside ceiling
ROOF SHEATHING / BRACES/TIES/DOWN CELL	05/23/2019	APPROVED - AS NOTED	JCOLASANTI
Note: tighten tap cons on straps into block front and rear bedrooms FBC 802
ELECTRIC-TUG	05/16/2019	Disapproved -FEE REQUIRED	RMARTIN
Note: STILL NO ELECTRIC PLAN ON SITE, NEED TO HAVE ELECTRIC PLAN ON SITE TO CHECK RISER DIAGRAM AND MAIN BREAKER SIZE
ALL ROUGH	04/29/2019	Disapproved - NO FEE	JCOLASANTI
Note: not ready for all rough inspection, need roof sheathing inspection complete before all rough
ELECTRIC-TUG	04/24/2019	Disapproved -FEE REQUIRED	RMARTIN
Note: NEED TO HAVE ELECTRIC PLAN ON SITE TO CHECK RISER DIAGRAM AND MAIN BREAKER SIZE
TIE BEAM / LINTEL	04/22/2019	APPROVED	JCOLASANTI
FOUND SURVEY APPROVED (OFFICE)	04/18/2019	APPROVED	RLEE
MONOLITHIC SLAB	04/11/2019	APPROVED	JCOLASANTI
PLUMBING 1ST ROUGH UNDERGROUND	04/08/2019	APPROVED	JGIBSON

Review History

Department	Status	Date In	Date Out
SW1	COMPLETE	04/12/2019	04/18/2019
Note: Released By: RLEE final
SW1	COMPLETE	02/05/2019	02/05/2019
Note: Released By: RLEE
ZON	COMPLETE	02/05/2019	02/06/2019
Note: Released By: AMOBLEY
SWALE	COMPLETE	01/17/2019	02/05/2019
Note: Released By: TBAKER
ZON	HOLD	01/14/2019	01/14/2019
Note: Held By: AMOBLEY Rear setback must be from furthest point of structure to property line Need landscape plan of correct property
ENGIN1	COMPLETE	01/14/2019	01/17/2019
Note: Released By: TBAKER
SW1	HOLD	01/14/2019	01/22/2019
Note: Held By: JHINDMAN 1. Provide positive flow to the front. The rear yard cannot drain onto adjacent properties. Palm Coast Tech manual ch5 300.
ELEC	COMPLETE	01/14/2019	01/22/2019
Note: Released By: JHINDMAN
UD1	COMPLETE	01/14/2019	01/17/2019
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
BLD	COMPLETE	12/06/2018	12/12/2018
Note: Released By: JHINDMAN
ELEC	HOLD	12/06/2018	12/10/2018
Note: Held By: DREWIS Per NEC 2014 210.52F, Additional GFCI needed in the laundry area. Daniel Rewis 986-4736
ENGIN1	HOLD	12/06/2018	12/10/2018
Note: Held By: TBAKER No survey on benchmark
MECH	COMPLETE	12/06/2018	12/12/2018
Note: Released By: JHINDMAN
PLUM	COMPLETE	12/06/2018	12/12/2018
Note: Released By: JHINDMAN
SW1	HOLD	12/06/2018	12/10/2018
Note: Held By: DREWIS Provide a site plan depicting storm water flow elevations and grade at and away from the foundation wall of residence per Residential Florida Building Code R401.3 and City of Palm Coast Tech. Manual Sec. 5 Eng. Standard 300. Daniel Rewis 986-4736
UD1	HOLD	12/06/2018	12/12/2018
Note: Held By: MBACON Please remove Septic and drainfield from survey.
ZON	HOLD	12/06/2018	12/07/2018
Note: Held By: AMOBLEY Can not finish review. Survey is for a different property. 5 Pepper Lane is not a corner lot Please submit correct survey Survey must have total lot square footage and have setbacks from house to all adjacent properties. Front, rear and sides

Fees & Payments

(Permit is not ready for pickup until the permit has been processed and fees appear)

Description	Amount Due	Date Paid
CONTRACTOR CHANGE	¤40.00	11/08/2019
REINSPECTION FEE	¤40.00	11/08/2019
REINSPECTION FEE	¤40.00	11/08/2019
REINSPECTION FEE	¤40.00	08/13/2019
REINSPECTION FEE	¤40.00	08/13/2019
REINSPECTION FEE	¤40.00	08/13/2019
REINSPECTION FEE	¤40.00	08/13/2019
REINSPECTION FEE	¤40.00	08/13/2019
REINSPECTION FEE	¤40.00	08/13/2019
REINSPECTION FEE	¤40.00	08/13/2019
ADMIN FEE	¤20.00	02/19/2019
NEW RESIDENTIAL INSPECTIONS	¤360.00	02/19/2019
SITE PLAN 20	¤20.00	02/19/2019
SURCHARGE FS 533.721	¤9.76	02/19/2019
SURCHARGE - FS 468.631	¤14.64	02/19/2019
STORM WATER PERMIT FEES	¤80.00	02/19/2019
3% TRANS IMPACT FEE CREDIT	(¤48.96)	02/19/2019
ELECTRIC FEE	¤168.00	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	¤1,632.00	02/19/2019
MECHANICAL FEE	¤168.00	02/19/2019
3% PARKS IMPACT FEE CREDIT	(¤25.48)	02/19/2019
PLAN CHECK FEE	¤72.00	02/19/2019
PLUMBING FEE	¤168.00	02/19/2019
Fees	Total Due: ¤0.00	Total Paid: ¤7,703.88