Status: CANCEL

Parcel Id: 07-11-31-7030-00560-0240

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: 00560

Subdivision: 2154 - SECTION 30-ROYAL PALMS

Job Phone: 407-307-4753

Location Address: 76 RANDOLPH DR

Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY

Issue Date: 06/06/2019

NOC: RECORDED

Applicant name: SHAWN VIRAG

Owner: DLP BRITE HOMES LLC

Address 605 PALENCIA CLUB DRIVE ST AUGUSTINE, FL 32095

Lot: 0240

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

RALPH RICHARD PARROTT

Status	Location Address	State License Number	Phone
INACTIVE	7777 WICKHAM ROAD, SUITE 12507 MELBOURNE, FL 32940	CFC1429812 (Exp: 08/31/2026)	407-568-9202

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

Inspection History

Type	Request Date	Result	Inspector
FOUND SURVEY APPROVED (OFFICE)
FINAL SURVEY (OFFICE USE ONLY)
PLUMBING 1ST ROUGH UNDERGROUND
GRAVITY SEWER TEST
ELECTRIC - EARLY POWER
MONOLITHIC SLAB
LATH/BRICK/ WATER BARRIER
TIE BEAM / LINTEL
ALL ROUGH
ROOF SHEATHING / BRACES/TIES/DOWN CELL
ROOF VALLEY & METAL
INSULATION
BLD - BUILDING FINAL
ROW- PRE-APRON (PRE-POUR)
ROW - FINAL APRON (AFTER POUR)
U - SEWER TIE IN
ROW - FINAL INSPECTION
U -UTILITY RESIDENTIAL FINAL

Review History

Department	Status	Date In	Date Out
ZON	COMPLETE	04/29/2019	04/30/2019
Note: Released By: AMOBLEY
SW1	COMPLETE	04/29/2019	04/30/2019
Note: Released By: JHINDMAN
UD1	COMPLETE	04/29/2019	05/03/2019
Note: Released By: AHALL
ENGIN1	COMPLETE	04/29/2019	04/30/2019
Note: Released By: TBAKER
ZON	HOLD	03/14/2019	03/14/2019
Note: Held By: AMOBLEY Site plan/Survey must have all (front,rear and sides) setbacks from house to property line
SW1	HOLD	03/14/2019	03/15/2019
Note: Held By: RLEE 1. Drainage is not to ULDC Tech Manual chapter 5-300 2. Remove septic tank and drain field. 3. positive outfall from structure does not comply with FBCR 401.3
UD1	COMPLETE	03/14/2019	03/19/2019
Note: Released By: AHALL PEP Tank areas new home This is a PEP Tank area. The Pep Panel will be placed 5 feet from the front corner of the building on the same side of the building as the PEP tank that is marked on the Utility marked Site plan. Make sure the electrician places the PEP power wire between 3 feet and 5 feet from the ground. The plumber should exit the slab with the sewer pipe on the side of the building the tank will be on and matching the utility marked site plan, this will reduce any piping under driveways or sidewalks and minimize the fall required. The sewer tie-in inspection must be called in the day before the tie-in. The morning of the tie-in the inspector should be contacted to coordinate the time of the tie-in visual inspection so he can witness the tie-in. 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
ENGIN1	COMPLETE	03/14/2019	03/18/2019
Note: Released By: TBAKER
ELEC	HOLD	02/18/2019	02/18/2019
Note: Held By: JHINDMAN 1. Provide a signed and sealed electrical plan or a plan signed by the electrical contractor with their license number. 6th ed. FBC 107.1. J. hindman 986-3784.
ZON	HOLD	02/11/2019	02/12/2019
Note: Held By: AMOBLEY Can not have a windowless wall facing a street
ELEC	COMPLETE	02/11/2019	02/18/2019
Note: Released By: JHINDMAN
BLD	COMPLETE	02/11/2019	02/18/2019
Note: Released By: JHINDMAN
MECH	COMPLETE	02/11/2019	02/18/2019
Note: Released By: JHINDMAN
SW1	HOLD	02/11/2019	02/15/2019
Note: Held By: RLEE Provide proposed grades at structure, determine 5% minimum positive outfall within 10 foot.
ENGIN1	COMPLETE	02/11/2019	02/12/2019
Note: Released By: TBAKER
UD1	COMPLETE	02/11/2019	02/18/2019
Note: Released By: LFITZGERALD PEP Tank areas new home This is a PEP Tank area. The Pep Panel will be placed 5 feet from the front corner of the building on the same side of the building as the PEP tank that is marked on the Utility marked Site plan. Make sure the electrician places the PEP power wire between 3 feet and 5 feet from the ground. The plumber should exit the slab with the sewer pipe on the side of the building the tank will be on and matching the utility marked site plan, this will reduce any piping under driveways or sidewalks and minimize the fall required. The sewer tie-in inspection must be called in the day before the tie-in. The morning of the tie-in the inspector should be contacted to coordinate the time of the tie-in visual inspection so he can witness the tie-in. 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
SWALE	COMPLETE	01/17/2019	02/12/2019
Note: Released By: TBAKER
ZON	HOLD	01/14/2019	01/14/2019
Note: Held By: AMOBLEY Rear setback must be from the furthest point to property line Can not have windowless walls facing a public right of way Need landscape with the correct layout
ENGIN1	COMPLETE	01/14/2019	01/17/2019
Note: Released By: TBAKER
SW1	COMPLETE	01/14/2019	01/22/2019
Note: Released By: JHINDMAN
ELEC	HOLD	01/14/2019	01/22/2019
Note: Held By: JHINDMAN Provided the signature and seal of the designing engineer or the signature with license number of the electrical contractor, FBC 107.1 This needs to be on the electrical plan page.
BLD	COMPLETE	12/14/2018	12/21/2018
Note: Released By: JHINDMAN
ELEC	HOLD	12/14/2018	12/18/2018
Note: Held By: DREWIS Provided the signature and seal of the designing engineer or the signature with license number of the electrical contractor, FBC 107.1 Daniel Rewis 986-4736
ENGIN1	HOLD	12/14/2018	12/18/2018
Note: Held By: TBAKER No benchmark on survey - please see attached document for COPC benchmark standards
MECH	COMPLETE	12/14/2018	12/21/2018
Note: Released By: JHINDMAN
PLUM	COMPLETE	12/14/2018	12/21/2018
Note: Released By: JHINDMAN
SW1	HOLD	12/14/2018	12/18/2018
Note: Held By: DREWIS Provide a site plan with proposed elevations depicting stormwater flow per City of Palm Coast Tech. Manual Sec. 5 eng. Standard 300 and grade elevations per Residential Florida Building Code R401.3. Daniel Rewis 986-4736
UD1	COMPLETE	12/14/2018	12/20/2018
Note: Released By: MBACON PEP Tank areas new home This is a PEP Tank area. The Pep Panel will be placed 5 feet from the front corner of the building on the same side of the building as the PEP tank that is marked on the Utility marked Site plan. Make sure the electrician places the PEP power wire between 3 feet and 5 feet from the ground. The plumber should exit the slab with the sewer pipe on the side of the building the tank will be on and matching the utility marked site plan, this will reduce any piping under driveways or sidewalks and minimize the fall required. The sewer tie-in inspection must be called in the day before the tie-in. The morning of the tie-in the inspector should be contacted to coordinate the time of the tie-in visual inspection so he can witness the tie-in. 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	12/14/2018	12/14/2018
Note: Held By: AMOBLEY Survey must have total lot square footage It appears the left and right elevation are swapped on elevation page Blueprint layout does not match site and landscape plans.

Fees & Payments

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

Description	Amount Due	Date Paid
ADMIN FEE	¤20.00	06/06/2019
ELECTRIC FEE	¤168.00	06/06/2019
3% FIRE IMPACT FEE CREDIT	(¤6.70)	06/06/2019
IMPACT FEE FIRE	¤223.38	06/06/2019
IMPACT FEE PARKS	¤849.24	06/06/2019
IMPACT FEE SCHOOL	¤3,600.00	06/06/2019
IMPACT FEE TRANSPORTATION	¤1,632.00	06/06/2019
MECHANICAL FEE	¤168.00	06/06/2019
3% PARKS IMPACT FEE CREDIT	(¤25.48)	06/06/2019
PLAN CHECK FEE	¤72.00	06/06/2019
PLUMBING FEE	¤168.00	06/06/2019
NEW RESIDENTIAL INSPECTIONS	¤360.00	06/06/2019
SITE PLAN 20	¤20.00	06/06/2019
SURCHARGE FS 533.721	¤9.76	06/06/2019
SURCHARGE - FS 468.631	¤14.64	06/06/2019
STORM WATER PERMIT FEES	¤80.00	06/06/2019
3% TRANS IMPACT FEE CREDIT	(¤48.96)	06/06/2019
Fees	Total Due: ¤0.00	Total Paid: ¤7,303.88