Status: COED

Parcel Id: 07-11-31-7030-00670-0050

CONDITIONED SPACE: 1571 sqft

GARAGE: 443 sqft

OPENED PORCH (WITH ROOF) : 201 sqft

OPENED PORCH (WITH ROOF) : 46 sqft

Total Square Footage: 2261 sqft

Block: 00670

Subdivision: 2154 - SECTION 30-ROYAL PALMS

Job Phone: 407-307-4753

Location Address: 12 RAE DR

Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY

Issue Date: 01/18/2019

NOC: RECORDED

Applicant name: SHAWN VIRAG

Owner: DLP BRITE HOMES LLC

Address 605 PALENCIA CLUB DRIVE ST AUGUSTINE, FL 32095

Lot: 0050

Contracted Stated Job Value: ¤135,466.00

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	02/05/2020	FINAL APPROVED	FWILLIS
Note: THIS IS A REINSPECTION
ROW - FINAL APRON (AFTER POUR)	02/05/2020	APPROVED	MMAJEWSKI
Note: THIS IS A REINSPECTION
U -UTILITY RESIDENTIAL FINAL	02/05/2020	FINAL APPROVED	LFITZGERALD
Note: THIS IS A REINSPECTION
ROW - FINAL APRON (AFTER POUR)	02/04/2020	Disapproved - NO FEE	MMAJEWSKI
Note: DIRT PULLED OUT OF PIPE WILL NEED TO BE REMOVED FROM SWALE
ROW - STORMWATER FINAL	02/04/2020	APPROVED	MMAJEWSKI
U -UTILITY RESIDENTIAL FINAL	02/04/2020	CANCELLED BY APPLICANT	LFITZGERALD
BLD - BUILDING FINAL	02/04/2020	Disapproved - NO FEE	FWILLIS
Note: Proof of Termite protection is needed. Termite Bond posted on Electrical panel.
ROW FIELD SURVEY /GRADING CERTIFICATION	02/03/2020	APPROVED	MMAJEWSKI
FINAL SURVEY (OFFICE USE ONLY)	02/03/2020	APPROVED	MMAJEWSKI
ELECTRIC - EARLY POWER	07/16/2019	APPROVED - AS NOTED	RMARTIN
Note: SPOKE TO SUSAN FPL RELEASED POWER 3:50
ROW- PRE-APRON (PRE-POUR)	07/16/2019	APPROVED - AS NOTED	KHOWELL
Note: THE APPROVED SITE PLAN IS REQUIRED TO BE IN THE DOC BOX WITH THE SWALE SHEET FOR THIS INSPECTION. 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.
U - SEWER TIE IN	07/02/2019	APPROVED	JGIBSON
GRAVITY SEWER TEST	07/02/2019	APPROVED	JGIBSON
LATH/BRICK/ WATER BARRIER	05/29/2019	APPROVED	WMILLER
INSULATION	05/20/2019	APPROVED	DROCKWELL
ALL ROUGH	05/16/2019	APPROVED	MWILLIAMS
ROOF SHEATHING / BRACES/TIES/DOWN CELL	05/10/2019	APPROVED	DROCKWELL
Note: THIS IS A REINSPECTION
ROOF VALLEY & METAL	05/10/2019	APPROVED	DROCKWELL
ROOF SHEATHING / BRACES/TIES/DOWN CELL	05/08/2019	Disapproved -FEE REQUIRED	DROCKWELL
Note: Complete exterior sheathing above entry/Provide solid blocking along flat-top trusses..7/16 OSB cannot exceed 24in O/C/Provide solid blocking at knee wall right of entry top and bottom for sheathing nailing
TIE BEAM / LINTEL	04/24/2019	APPROVED	MWILLIAMS
Note: THIS IS A REINSPECTION
ELECTRIC-TUG	04/24/2019	APPROVED - AS NOTED	RMARTIN
Note: THIS INSPECTION IS ALREADY DONE
TIE BEAM / LINTEL	04/18/2019	Disapproved -FEE REQUIRED	JCOLASANTI
Note: THIS IS A REINSPECTION letter needs to be approved by COPC and approved sheet must be on site at time of inspection...detail S11 shows steel in cells, no steel in cells on site.
TIE BEAM / LINTEL	04/11/2019	Disapproved -FEE REQUIRED	DROCKWELL
Note: Raised block section at entry is not tied-in to house.Have engineer review plans and make corrections
ELECTRIC-TUG	04/11/2019	APPROVED - AS NOTED	RMARTIN
Note: SPOKE TO DELL FPL RELEASED POWER 3:20
FOUND SURVEY APPROVED (OFFICE)	04/10/2019	APPROVED	JHINDMAN
MONOLITHIC SLAB	04/01/2019	APPROVED	MWILLIAMS
Note: THIS IS A REINSPECTION
MONOLITHIC SLAB	03/19/2019	Disapproved - NO FEE	MWILLIAMS
Note: THIS IS A REINSPECTION This slab does not meet minimum code or details shown on plan. Must have a minimum of 12" of footing below grade in compacted soil. This footer is only on average 6-8" below level of compaction. 12 inch MINIMUM DEPTH , UNDISTURBED GROUND SURFACE… R403.1.3.4 and in accordance with R401.2, and R403.1 ALL FOOTINGS SHALL BE PLACED AT LEAST 12 in. BELOW THE UNDISTURBED GROUND SURFACE (NEED ADDITIONAL COMPACTION REPORT FOR AREAS OUTSIDE OF FOOTINGS AFTER ADDING REQUIRED MINIMUM DEPTH) (SAME FOR 6TH EDITION)
MONOLITHIC SLAB	03/07/2019	Disapproved -FEE REQUIRED	WMILLER
Note: NEED APPROVED REVISION ON SITE FOR FOUNDATION CALLS OUT TWO DIFFEREN T DETAILS FOR SAME FOOTINGS (15 ON 6.1 AND F1 ON FOUNDATION PAGE) DOCUMENTS MUST BE APPROVED AND KEPT ON SITE 107.3,1. AND SHALL BE OPEN TO INSPECTION BY THE BUILDING OFFICIAL
MONOLITHIC SLAB	03/07/2019	Disapproved - NO FEE	WMILLER
Note: THIS IS A REINSPECTION FAILED EARLIER TODAY WITH THE FOLLOWING INFO: NEED APPROVED REVISION ON SITE FOR FOUNDATION CALLS OUT TWO DIFFEREN T DETAILS FOR SAME FOOTINGS (15 ON 6.1 AND F1 ON FOUNDATION PAGE) DOCUMENTS MUST BE APPROVED AND KEPT ON SITE 107.3,1. AND SHALL BE OPEN TO INSPECTION BY THE BUILDING OFFICIAL BUT FORGOT TO INCLUDE THEAT A COMPACTION IS ALSO NEEDED FEE WAS CHARGED EARLIER THEREFOR IS NOT CHARGED AGAIN ON THIS ONE.
PLUMBING 1ST ROUGH UNDERGROUND	02/25/2019	APPROVED	JGIBSON

Review History

Department	Status	Date In	Date Out
SW1	COMPLETE	04/05/2019	04/10/2019
Note: Released By: JHINDMAN
BLD	COMPLETE	03/11/2019	03/18/2019
Note: Released By: JHINDMAN
SW1	COMPLETE	01/07/2019	01/10/2019
Note: Released By: RLEE
SWALE	COMPLETE	01/02/2019	02/11/2019
Note: Released By: TBAKER
ZON	COMPLETE	12/26/2018	12/27/2018
Note: Released By: AMOBLEY
ENGIN1	COMPLETE	12/26/2018	01/02/2019
Note: Released By: TBAKER
UD1	COMPLETE	12/26/2018	01/02/2019
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
SW1	HOLD	12/26/2018	01/04/2019
Note: Held By: JHINDMAN Provide addtional elevations measurements for storm water flow per City of Palm Coast Tech. Manual Sec. 5 Eng. Standard 300. Provide additional elevation measurements per Residential Florida Building Code R401.3
ELEC	COMPLETE	12/26/2018	01/04/2019
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
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 plan. 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 Landscape plans writing is backwards. Please make legible with all required information...Please specify sod, specific trees and shrub types 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 at least two 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
REINSPECTION FEE	¤40.00	08/13/2019
NEW RESIDENTIAL INSPECTIONS	¤406.00	01/18/2019
SITE PLAN 20	¤20.00	01/18/2019
SURCHARGE FS 533.721	¤10.73	01/18/2019
SURCHARGE - FS 468.631	¤16.09	01/18/2019
STORM WATER PERMIT FEES	¤80.00	01/18/2019
3% TRANS IMPACT FEE CREDIT	(¤48.96)	01/18/2019
ELECTRIC FEE	¤181.80	01/18/2019
3% FIRE IMPACT FEE CREDIT	(¤6.70)	01/18/2019
IMPACT FEE FIRE	¤223.38	01/18/2019
IMPACT FEE PARKS	¤849.24	01/18/2019
IMPACT FEE SCHOOL	¤3,600.00	01/18/2019
IMPACT FEE TRANSPORTATION	¤1,632.00	01/18/2019
MECHANICAL FEE	¤181.80	01/18/2019
3% PARKS IMPACT FEE CREDIT	(¤25.48)	01/18/2019
PLAN CHECK FEE	¤81.20	01/18/2019
PLUMBING FEE	¤181.80	01/18/2019
ADMIN FEE	¤20.00	01/18/2019
Fees	Total Due: ¤0.00	Total Paid: ¤7,602.90