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Permit #2018110948
Permit Details
Status: COED
| Parcel Id: 07-11-31-7031-00560-0100 |
| 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: 00560 |
| Subdivision: 2166 - SECTION 31-ROYAL PALMS |
| Job Phone: 407-307-4753 |
| Location Address: 19 RIVIERE LN |
| Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY |
| Issue Date: 01/25/2019 |
| NOC: RECORDED |
| Applicant name: SHAWN VIRAG |
| Owner: BRITE PROPETIES OF FLORIDA LLC |
|
Address 7345 GREENBRIAR PKWY ORLANDO, FL 32819 |
| Lot: 0100 |
| 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 |
| ELECTRIC - EARLY POWER | 06/25/2019 | APPROVED - AS NOTED | RMARTIN |
| Note: SPOKE TO DELL FPL RELEASED POWER 3:30 | |||
| BLD - BUILDING FINAL | 06/25/2019 | FINAL APPROVED | DROCKWELL |
| ROW - FINAL APRON (AFTER POUR) | 06/25/2019 | APPROVED | KHOWELL |
| ROW - STORMWATER FINAL | 06/25/2019 | FINAL APPROVED | KHOWELL |
| U -UTILITY RESIDENTIAL FINAL | 06/25/2019 | FINAL APPROVED | LFITZGERALD |
| ROW FIELD SURVEY /GRADING CERTIFICATION | 06/24/2019 | APPROVED | KHOWELL |
| FINAL SURVEY (OFFICE USE ONLY) | 06/24/2019 | APPROVED | KHOWELL |
| Note: THIS IS A REINSPECTION | |||
| FINAL SURVEY (OFFICE USE ONLY) | 06/21/2019 | Disapproved - NO FEE | KHOWELL |
| Note: SEE NOTES ON SURVEY | |||
| ELECTRIC - EARLY POWER | 05/30/2019 | Disapproved -FEE REQUIRED | RMARTIN |
| Note: UFER GROUND CONNECTION NEEDS TO BE EXPOSED NEC 250.66 A | |||
| ROW- PRE-APRON (PRE-POUR) | 05/29/2019 | APPROVED - AS NOTED | KHOWELL |
| Note: THIS IS A REINSPECTION ADJUST LEFT SIDE MITERED END SECTION, 2" OF CONCRETE REQUIRED OVER THE CULVERT OPENING. ADD FORM AT END SO CONCRETE DOES NOT GO INTO THE SWALE AREA. 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. | |||
| ROW- PRE-APRON (PRE-POUR) | 05/24/2019 | CANCELLED BY APPLICANT | KHOWELL |
| GRAVITY SEWER TEST | 05/03/2019 | APPROVED | JGIBSON |
| U - SEWER TIE IN | 05/03/2019 | APPROVED | JGIBSON |
| INSULATION | 04/12/2019 | APPROVED | DROCKWELL |
| LATH/BRICK/ WATER BARRIER | 04/11/2019 | APPROVED | DROCKWELL |
| ALL ROUGH | 04/05/2019 | APPROVED | DROCKWELL |
| Note: THIS IS A REINSPECTION | |||
| ALL ROUGH | 04/04/2019 | Disapproved -FEE REQUIRED | MWILLIAMS |
| Note: Electrical work is incomplete. Electrician onsite. Has complete circuits to install and service entrance cable needs supported and strapped per code. | |||
| ROOF VALLEY & METAL | 03/27/2019 | APPROVED | MWILLIAMS |
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 03/25/2019 | APPROVED - AS NOTED | DROCKWELL |
| Note: Provide solid blocking along flat top trusses.7/16 OSB cannot exceed 24in o/c | |||
| TIE BEAM / LINTEL | 03/12/2019 | APPROVED | MWILLIAMS |
| ELECTRIC-TUG | 03/12/2019 | APPROVED - AS NOTED | RMARTIN |
| Note: SPOKE TO SUSAN FPL RELEASED POWER 10:45 | |||
| FOUND SURVEY APPROVED (OFFICE) | 03/11/2019 | APPROVED | JHINDMAN |
| MONOLITHIC SLAB | 03/04/2019 | APPROVED | JCOLASANTI |
| PLUMBING 1ST ROUGH UNDERGROUND | 02/27/2019 | APPROVED | JGIBSON |
Review History
| Department | Status | Date In | Date Out |
| BLD | COMPLETE | 03/11/2019 | 03/18/2019 |
| Note: Released By: JHINDMAN | |||
| SW1 | COMPLETE | 03/06/2019 | 03/11/2019 |
| Note: Released By: JHINDMAN Foundation S | |||
| SW1 | COMPLETE | 01/14/2019 | 01/22/2019 |
| Note: Released By: JHINDMAN | |||
| SWALE | COMPLETE | 01/09/2019 | 01/29/2019 |
| Note: Released By: TBAKER | |||
| ZON | COMPLETE | 01/03/2019 | 01/03/2019 |
| Note: Released By: AMOBLEY | |||
| ENGIN1 | COMPLETE | 01/03/2019 | 01/09/2019 |
| Note: Released By: TBAKER | |||
| UD1 | COMPLETE | 01/03/2019 | 01/11/2019 |
| 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. | |||
| ELEC | COMPLETE | 01/03/2019 | 01/10/2019 |
| Note: Released By: JHINDMAN | |||
| SW1 | HOLD | 01/03/2019 | 01/10/2019 |
| 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 2nd request | |||
| PLUM | COMPLETE | 01/03/2019 | 01/10/2019 |
| Note: Released By: JHINDMAN | |||
| BLD | COMPLETE | 12/03/2018 | 12/10/2018 |
| Note: Released By: JHINDMAN | |||
| ELEC | HOLD | 12/03/2018 | 12/06/2018 |
| Note: Held By: DREWIS Provide load calcultions, NEC 2014 220. Provide a receptale, front left and rear bedrooms on switch wall, NEC 2014 210.52A. Additional GFCI needed in the laundry area, 210.52F Daniel Rewis 986-4736 | |||
| ENGIN1 | HOLD | 12/03/2018 | 12/05/2018 |
| Note: Held By: TBAKER No benchmark on survey | |||
| MECH | COMPLETE | 12/03/2018 | 12/10/2018 |
| Note: Released By: JHINDMAN | |||
| PLUM | HOLD | 12/03/2018 | 12/10/2018 |
| Note: Held By: JHINDMAN 1. Provide 3" minimum sanitary drain for master bathroom 6th ed. FBC R Table 3005.4.1. J. Hindman 986-3784. | |||
| SW1 | HOLD | 12/03/2018 | 12/06/2018 |
| Note: Held By: DREWIS 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 Daniel Rewis 986-4736 | |||
| UD1 | HOLD | 12/03/2018 | 12/06/2018 |
| 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 | 12/03/2018 | 12/03/2018 |
| Note: Held By: AMOBLEY Additional shrubs will need to be planted at the rear of home since it faces a street Survey should have the 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 | 06/25/2019 |
| REINSPECTION FEE | ¤40.00 | 06/25/2019 |
| REINSPECTION FEE | ¤40.00 | 06/25/2019 |
| NEW RESIDENTIAL INSPECTIONS | ¤406.00 | 01/25/2019 |
| SITE PLAN 20 | ¤20.00 | 01/25/2019 |
| SURCHARGE FS 533.721 | ¤10.73 | 01/25/2019 |
| SURCHARGE - FS 468.631 | ¤16.09 | 01/25/2019 |
| STORM WATER PERMIT FEES | ¤80.00 | 01/25/2019 |
| 3% TRANS IMPACT FEE CREDIT | (¤48.96) | 01/25/2019 |
| ELECTRIC FEE | ¤181.80 | 01/25/2019 |
| 3% FIRE IMPACT FEE CREDIT | (¤6.70) | 01/25/2019 |
| IMPACT FEE FIRE | ¤223.38 | 01/25/2019 |
| IMPACT FEE PARKS | ¤849.24 | 01/25/2019 |
| IMPACT FEE SCHOOL | ¤3,600.00 | 01/25/2019 |
| IMPACT FEE TRANSPORTATION | ¤1,632.00 | 01/25/2019 |
| MECHANICAL FEE | ¤181.80 | 01/25/2019 |
| 3% PARKS IMPACT FEE CREDIT | (¤25.48) | 01/25/2019 |
| PLAN CHECK FEE | ¤81.20 | 01/25/2019 |
| PLUMBING FEE | ¤181.80 | 01/25/2019 |
| ADMIN FEE | ¤20.00 | 01/25/2019 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤7,522.90 |