Status: COED

Parcel Id: 07-11-31-7029-00230-0190

CONDITIONED SPACE: 1875 sqft

GARAGE: 516 sqft

OPENED PORCH (WITH ROOF) : 48 sqft

OPENED PORCH (WITH ROOF) : 213 sqft

Total Square Footage: 2652 sqft

Block: 00230

Subdivision: 2209 - SECTION 29-ROYAL PALMS

Job Phone: 407-307-4753

Location Address: 39 RYLAND DR

Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY

Issue Date: 02/05/2019

NOC: RECORDED

Applicant name: SHAWN VIRAG

Owner: BRITE PROPERTIES OF FLORIDA LLC

Address 619 EAST WASHINGTON ORLANDO, FL 32801

Lot: 0190

Contracted Stated Job Value: ¤147,646.00

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

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

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

Inspection History

Type	Request Date	Result	Inspector
ELECTRIC - EARLY POWER	03/19/2020	APPROVED	BBEMBRY
ROW - FINAL APRON (AFTER POUR)	10/29/2019	APPROVED - AS NOTED	KHOWELL
Note: CLEAN THE DIRT AND CONCRETE OUT OF THE CULVERT PIPE
ROW - STORMWATER FINAL	10/29/2019	FINAL APPROVED	KHOWELL
U -UTILITY RESIDENTIAL FINAL	10/29/2019	FINAL APPROVED	LFITZGERALD
BLD - BUILDING FINAL	08/08/2019	FINAL APPROVED	JDELBONIS
ROW FIELD SURVEY /GRADING CERTIFICATION	07/25/2019	APPROVED - AS NOTED	KHOWELL
Note: REMOVE BAHIA AND INSTALL ST. AUGUSTINE ON RIGHT AND LEFT NEIGHBORING LOTS AND BLIND SOD IN TO MATCH EXISTING YARD ELEVATIONS
FINAL SURVEY (OFFICE USE ONLY)	07/25/2019	APPROVED	KHOWELL
ROW- PRE-APRON (PRE-POUR)	06/25/2019	APPROVED - AS NOTED	KHOWELL
Note: 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. ON SITE WITH TOM WILL MAKE ADJUSTMENTS THAT WAS TALKED ABOUT PRIOR TO POURING CONCRETE
U - SEWER TIE IN	05/14/2019	APPROVED	JGIBSON
GRAVITY SEWER TEST	05/14/2019	APPROVED	JGIBSON
LATH/BRICK/ WATER BARRIER	05/14/2019	APPROVED	DROCKWELL
INSULATION	05/03/2019	APPROVED	DROCKWELL
ALL ROUGH	04/30/2019	APPROVED - AS NOTED	DROCKWELL
Note: Check master bath waste arm for proper pitch/Need 5ft head on sanitary....check at insulation
ROOF VALLEY & METAL	04/11/2019	APPROVED	DROCKWELL
ELECTRIC-TUG	04/11/2019	APPROVED - AS NOTED	RMARTIN
Note: SPOKE TO DELL FPL RELEASED POWER 3:20
ROOF SHEATHING / BRACES/TIES/DOWN CELL	04/10/2019	APPROVED - AS NOTED	DROCKWELL
Note: Strip downcell forms for viewing
ELECTRIC-TUG	04/10/2019	Disapproved -FEE REQUIRED	RMARTIN
Note: GROUND INSIDE METER IS NOT TIGHT, AS STATED ON PREVIOUS INSPECTION
ELECTRIC-TUG	03/27/2019	Disapproved -FEE REQUIRED	RMARTIN
Note: GROUND INSIDE METER IS NOT TIGHT, GFCI OUTLET BOX NEEDS TO BE SECURED
TIE BEAM / LINTEL	03/27/2019	APPROVED	MWILLIAMS
FOUND SURVEY APPROVED (OFFICE)	03/26/2019	APPROVED	RLEE
MONOLITHIC SLAB	03/19/2019	APPROVED - AS NOTED	DROCKWELL
Note: Prep the building pad properly before you begin formwork..FYI future pads.
PLUMBING 1ST ROUGH UNDERGROUND	03/14/2019	APPROVED	JGIBSON
Note: THIS IS A REINSPECTION
PLUMBING 1ST ROUGH UNDERGROUND	03/13/2019	Disapproved -FEE REQUIRED	JGIBSON
Note: NEED TO HAVE CITY APPROVED PLANS ON SITE FOR ALL INSPECTIONS,

Review History

Department	Status	Date In	Date Out
SW1	COMPLETE	03/20/2019	03/26/2019
Note: Released By: RLEE Foundation S
BLD	COMPLETE	03/11/2019	03/18/2019
Note: Released By: JHINDMAN
ZON	COMPLETE	01/28/2019	01/28/2019
Note: Released By: AMOBLEY
SWALE	COMPLETE	01/09/2019	01/16/2019
Note: Released By: TBAKER
ZON	HOLD	01/07/2019	01/08/2019
Note: Held By: AMOBLEY Residential homes shall provide foundation plantings consisting of sixteen (16) shrubs. On interior lots, eight (8) shrubs shall be planted in front of the home, and four (4) shrubs planted on each side of the home. Please specify shrub types and add additional shrubs along side. Should have at least 4 along the sides of home
ENGIN1	COMPLETE	01/07/2019	01/09/2019
Note: Released By: TBAKER
UD1	COMPLETE	01/07/2019	01/14/2019
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.
SW1	COMPLETE	01/07/2019	01/11/2019
Note: Released By: JHINDMAN
ELEC	COMPLETE	01/07/2019	01/11/2019
Note: Released By: JHINDMAN
BLD	COMPLETE	11/20/2018	11/28/2018
Note: Released By: JHINDMAN
ELEC	HOLD	11/20/2018	11/27/2018
Note: Held By: DREWIS Additional GFCI needed in the laundry area, NEC 2014 210.52F. Daniel Rewis 986-4736
ENGIN1	HOLD	11/20/2018	11/26/2018
Note: Held By: TBAKER No benchmark on survey Wrong street name on survey
MECH	COMPLETE	11/20/2018	11/28/2018
Note: Released By: JHINDMAN
PLUM	COMPLETE	11/20/2018	11/28/2018
Note: Released By: JHINDMAN
SW1	HOLD	11/20/2018	11/27/2018
Note: Held By: DREWIS Provide proposed survey elevations for stormwater flow in accordance with City of Palm Coast Tech. Manual Sec. 5 Eng. Standards 300. Provide proposed elevations for grade at the foundation wall and 10' away per Florida Building Code R401.3 Daniel Rewis 986-4736
UD1	HOLD	11/20/2018	11/27/2018
Note: Held By: LFITZGERALD PEP Panel not shown on electrical plans (Builder Electrical Plan - PEP Panel is not shown in the electrical plan. Submit a new electrical plan showing PEP Panel on the building on the same side of the building as indicated in the Utility marked site plans Also-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	11/20/2018	11/20/2018
Note: Held By: AMOBLEY Foundation Plantings... a. Residential homes shall provide foundation plantings consisting of sixteen (16) shrubs. On interior lots, eight (8) shrubs shall be planted in front of the home, and four (4) shrubs planted on each side of the home. On corner lots, six (6) shrubs shall be planted on each side of the home facing a street, and (4) shrubs planted on the interior side of the home. When the rear yard of a home faces a saltwater canal, lake, or golf course, an additional four (4) shrubs shall be planted along the rear of the home. b. All of these required shrubs shall be planted between two and one-half (2 ½) and eight (8) feet of the home’s foundation. c. The corners of the house shall be wrapped with shrubbery or have an understory tree planted there. Shrubbery shall be selected using varying heights to accent and soften walls. Ac pad must be screened with 7 gallon shrubs Please provide rear setback and total lot square footage on survey/site plan

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	08/13/2019
REINSPECTION FEE	¤40.00	08/13/2019
REINSPECTION FEE	¤40.00	08/13/2019
REINSPECTION FEE	¤40.00	08/13/2019
NEW RESIDENTIAL INSPECTIONS	¤480.00	02/05/2019
SITE PLAN 20	¤20.00	02/05/2019
SURCHARGE FS 533.721	¤12.28	02/05/2019
SURCHARGE - FS 468.631	¤18.42	02/05/2019
STORM WATER PERMIT FEES	¤80.00	02/05/2019
3% TRANS IMPACT FEE CREDIT	(¤48.96)	02/05/2019
ELECTRIC FEE	¤204.00	02/05/2019
3% FIRE IMPACT FEE CREDIT	(¤6.70)	02/05/2019
IMPACT FEE FIRE	¤223.38	02/05/2019
IMPACT FEE PARKS	¤849.24	02/05/2019
IMPACT FEE SCHOOL	¤3,600.00	02/05/2019
IMPACT FEE TRANSPORTATION	¤1,632.00	02/05/2019
MECHANICAL FEE	¤204.00	02/05/2019
3% PARKS IMPACT FEE CREDIT	(¤25.48)	02/05/2019
PLAN CHECK FEE	¤96.00	02/05/2019
PLUMBING FEE	¤204.00	02/05/2019
ADMIN FEE	¤20.00	02/05/2019
Fees	Total Due: ¤0.00	Total Paid: ¤7,722.18