Status: COED

Parcel Id: 07-11-31-7030-00670-0170

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: 15 RAMBLE WAY

Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY

Issue Date: 03/13/2019

NOC: RECORDED

Applicant name: SHAWN VIRAG

Owner: BRITE PROPERTIES OF FLORIDA, LLC

Address 619 EAST WASHINGTON ST ORLANDO, FL 32808

Lot: 0170

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
ROW - FINAL APRON (AFTER POUR)	08/16/2019	APPROVED - AS NOTED	KHOWELL
Note: TOM WILL REMOVE CONCRETE FROM CULVERT PIPE
ROW - STORMWATER FINAL	08/16/2019	FINAL APPROVED	KHOWELL
ROW - FINAL INSPECTION	08/16/2019	APPROVED	KHOWELL
U -UTILITY RESIDENTIAL FINAL	08/16/2019	FINAL APPROVED	LFITZGERALD
ROW FIELD SURVEY /GRADING CERTIFICATION	08/15/2019	APPROVED - AS NOTED	KHOWELL
Note: REPAIR THE EROSION AT THE MITERED ENDS AND REMOVE DIRT FROM CULVERTS. WATER IS TRAPPED IN THE AREA TO THE LEFT OF THE GARAGE BEHIND THE SIDEWALK NEEDS TO BE FIXED.
U -UTILITY RESIDENTIAL FINAL	08/15/2019	CANCELLED BY INSPECTOR	LFITZGERALD
Note: Pep tank full , not pumping down. Utility- Braeker keeps tripping -Ivan with city utility informed so he can correct problem.
BLD - BUILDING FINAL	08/15/2019	FINAL APPROVED	DROCKWELL
FINAL SURVEY (OFFICE USE ONLY)	08/15/2019	APPROVED	KHOWELL
Note: THIS IS A REINSPECTION
FINAL SURVEY (OFFICE USE ONLY)	08/13/2019	Disapproved - NO FEE	KHOWELL
Note: THIS IS A REINSPECTION SEE NOTES ON SURVEY MARKUP
FINAL SURVEY (OFFICE USE ONLY)	08/08/2019	Disapproved - NO FEE	KHOWELL
Note: SEE SURVEY MARK UP
ELECTRIC - EARLY POWER	07/30/2019	APPROVED - AS NOTED	RMARTIN
Note: SPOKE TO DELL FPL RELEASED POWER 3:10
ROW- PRE-APRON (PRE-POUR)	07/18/2019	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. TELL THE FORM CONTRACTOR TO MAKE SURE THERE ARE NO NAILS IN THE ROAD, WHEN THEY FINISH FORMING DRIVEWAY
U - SEWER TIE IN	07/12/2019	APPROVED	JGIBSON
GRAVITY SEWER TEST	07/12/2019	APPROVED	JGIBSON
PEP TANK INSTALLATION REQUEST	06/25/2019	APPROVED	CSTONE
Note: Once you request your pep tank we ask that you keep the site clear until the tank is in. You will have 72 hours after pep tank request has been approved to get the site ready. Site ready means area is clear without driveway, sod, paint, sidewalks, or irrigation in the way. If you have underground power where the pep tank will be located you will need to have that moved.
LATH/BRICK/ WATER BARRIER	06/20/2019	APPROVED	DROCKWELL
INSULATION	06/07/2019	APPROVED	JCOLASANTI
ALL ROUGH	06/05/2019	APPROVED	DROCKWELL
ROOF SHEATHING / BRACES/TIES/DOWN CELL	05/20/2019	APPROVED	DROCKWELL
Note: THIS IS A REINSPECTION
ROOF VALLEY & METAL	05/20/2019	APPROVED	DROCKWELL
ROOF SHEATHING / BRACES/TIES/DOWN CELL	05/16/2019	Disapproved -FEE REQUIRED	MWILLIAMS
Note: Kitchen load bearing wall. Improper stud spacing. Spacing for load bearing wall not to exceed 16" OC. Interior load bearing wall detail on plan calls for mid blocking on all bearing walls. Detail shows blocking laying flat. Cabinet backing blocks are not mid blocking per plan. Also mid blocking required in other load bearing walls internally. Load bearing wall in kitchen top plate has been notched to fit truss. Must have full thickness double top plate for truss bearing.
ELECTRIC-TUG	05/16/2019	APPROVED - AS NOTED	RMARTIN
Note: SPOKE TO SUSAN FPL RELEASED POWER 3:45
ELECTRIC-TUG	05/09/2019	APPROVED - AS NOTED	RMARTIN
Note: SPOKE TO DELL FPL RELEASED POWER 3:10
TIE BEAM / LINTEL	05/07/2019	APPROVED	DROCKWELL
FOUND SURVEY APPROVED (OFFICE)	05/03/2019	APPROVED	JHINDMAN
MONOLITHIC SLAB	04/29/2019	APPROVED	MWILLIAMS
PLUMBING 1ST ROUGH UNDERGROUND	04/25/2019	APPROVED - AS NOTED	JGIBSON
Note: NEED TO LIST CORRECT PLUMBING SUB CONTRACTOR BEFORE NEXT INSPECTION ''MONOLITHIC SLAB''

Review History

Department	Status	Date In	Date Out
SW1	COMPLETE	05/01/2019	05/03/2019
Note: Released By: JHINDMAN foundation
UD1	COMPLETE	03/01/2019	03/04/2019
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
PLUM	COMPLETE	03/01/2019	03/07/2019
Note: Released By: JHINDMAN
ELEC	COMPLETE	03/01/2019	03/07/2019
Note: Released By: JHINDMAN
ZON	COMPLETE	01/28/2019	01/28/2019
Note: Released By: AMOBLEY
SW1	COMPLETE	01/28/2019	02/01/2019
Note: Released By: RLEE
PLUM	HOLD	01/28/2019	02/04/2019
Note: Held By: JHINDMAN 1. Provide a signed and sealed plumbing riser plan or a plan signed by the plumbing contractor with their license number on it.
ELEC	HOLD	01/28/2019	02/04/2019
Note: Held By: JHINDMAN 1. Provide a signed and sealedelectrical plan or a plan signed by the electrical contractor with their license number on it.6th ed. Florida building code 107.1.
UD1	HOLD	01/28/2019	01/30/2019
Note: Held By: MBACON PEP Panel not shown on electrical plans 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.
SWALE	COMPLETE	01/02/2019	01/15/2019
Note: Released By: TBAKER
BLD	COMPLETE	01/02/2019	01/09/2019
Note: Released By: JHINDMAN
ELEC	HOLD	01/02/2019	01/09/2019
Note: Held By: JHINDMAN 1. Provide receptacles between the bedroom door and the closet doors in the small bedrooms 6th ed. FBC R E3901.2.2. J. hindman 986-3784.
ENGIN1	COMPLETE	01/02/2019	01/15/2019
Note: Released By: TBAKER
MECH	COMPLETE	01/02/2019	01/09/2019
Note: Released By: JHINDMAN
PLUM	HOLD	01/02/2019	01/09/2019
Note: Held By: JHINDMAN 1. Provide a minimum 3" drain line to the master bath watercloset on the plumbing riser. 6th ed. FBC R Table P3005.4.1. J. Hindman 986-3784.
SW1	HOLD	01/02/2019	01/09/2019
Note: Held By: JHINDMAN 1. Provide a proposed drainage plan per the ULDC Tech Manual ch5 Provide The elevations on all adjacent properties at a minimum of 20 foot intervals on a 10 foot offset outside the property lines. (5) The elevations at 20 foot intervals along all property lines. (6) The interior elevations at no greater than a 20 foot grid.
UD1	HOLD	01/02/2019	01/10/2019
Note: Held By: MBACON PEP Panel not shown on electrical plans 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.
ZON	HOLD	01/02/2019	01/03/2019
Note: Held By: AMOBLEY Survey must have total lot square footage

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
NEW RESIDENTIAL INSPECTIONS	¤406.00	03/13/2019
SITE PLAN 20	¤20.00	03/13/2019
SURCHARGE FS 533.721	¤10.73	03/13/2019
SURCHARGE - FS 468.631	¤16.09	03/13/2019
STORM WATER PERMIT FEES	¤80.00	03/13/2019
3% TRANS IMPACT FEE CREDIT	(¤48.96)	03/13/2019
ADMIN FEE	¤20.00	03/13/2019
ELECTRIC FEE	¤181.80	03/13/2019
3% FIRE IMPACT FEE CREDIT	(¤6.70)	03/13/2019
IMPACT FEE FIRE	¤223.38	03/13/2019
IMPACT FEE PARKS	¤849.24	03/13/2019
IMPACT FEE SCHOOL	¤3,600.00	03/13/2019
IMPACT FEE TRANSPORTATION	¤1,632.00	03/13/2019
MECHANICAL FEE	¤181.80	03/13/2019
3% PARKS IMPACT FEE CREDIT	(¤25.48)	03/13/2019
PLAN CHECK FEE	¤81.20	03/13/2019
PLUMBING FEE	¤181.80	03/13/2019
Fees	Total Due: ¤0.00	Total Paid: ¤7,482.90