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Permit #2018120146
Permit Details
Status: COED
| Parcel Id: 07-11-31-7026-00120-0040 |
| CONDITIONED SPACE: 1571 sqft |
| GARAGE: 443 sqft |
| OPENED PORCH (WITH ROOF) : 46 sqft |
| OPENED PORCH (WITH ROOF) : 201 sqft |
| Total Square Footage: 2261 sqft |
| Block: 00120 |
| Subdivision: 2153 - SECTION 26-PINE GROVE |
| Job Phone: 407-307-4753 |
| Location Address: 7 PINELARK LN |
| Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY |
| Issue Date: 01/25/2019 |
| NOC: RECORDED |
| Applicant name: SHAWN VIRAG |
| Owner: BRITE PROPERTIES OF FLORIDA LLC |
|
Address 619 EAST WASHINGTON ORLANDO, FL 32801 |
| Lot: 0040 |
| 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) | 07/01/2019 | APPROVED | KHOWELL |
| ROW - STORMWATER FINAL | 07/01/2019 | FINAL APPROVED | KHOWELL |
| ROW - FINAL INSPECTION | 07/01/2019 | APPROVED | KHOWELL |
| U -UTILITY RESIDENTIAL FINAL | 06/28/2019 | FINAL APPROVED | LFITZGERALD |
| BLD - BUILDING FINAL | 06/28/2019 | APPROVED | JDELBONIS |
| FINAL SURVEY (OFFICE USE ONLY) | 06/27/2019 | APPROVED | KHOWELL |
| ROW FIELD SURVEY /GRADING CERTIFICATION | 06/27/2019 | APPROVED | KHOWELL |
| ELECTRIC - EARLY POWER | 05/31/2019 | APPROVED - AS NOTED | RMARTIN |
| Note: SPOKE TO DELL FPL RELEASED POWER 3:30 | |||
| ROW- PRE-APRON (PRE-POUR) | 05/31/2019 | 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. | |||
| U - SEWER TIE IN | 05/23/2019 | APPROVED | JGIBSON |
| GRAVITY SEWER TEST | 05/23/2019 | APPROVED | JGIBSON |
| LATH/BRICK/ WATER BARRIER | 04/25/2019 | APPROVED | JCOLASANTI |
| INSULATION | 04/25/2019 | APPROVED | JCOLASANTI |
| ALL ROUGH | 04/18/2019 | APPROVED - AS NOTED | JCOLASANTI |
| Note: BEARING WALLS DRILLING AND KNOTCHING-STUDS..FBC…602.1.4 (at kitchen pipe through barring wall……. fireblock at laundry room chase...frame electric panel | |||
| ROOF VALLEY & METAL | 04/12/2019 | APPROVED | JHINDMAN |
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 04/09/2019 | APPROVED - AS NOTED | JCOLASANTI |
| Note: need to add straps rear porch detail B...need fireblock chase at front barring wall | |||
| ELECTRIC-TUG | 04/05/2019 | APPROVED - AS NOTED | RMARTIN |
| Note: SPOKE TO SUSAN FPL RELEASED POWER 10:20 | |||
| TIE BEAM / LINTEL | 04/01/2019 | APPROVED | WMILLER |
| FOUND SURVEY APPROVED (OFFICE) | 03/26/2019 | APPROVED | RLEE |
| MONOLITHIC SLAB | 03/19/2019 | APPROVED | JCOLASANTI |
| PLUMBING 1ST ROUGH UNDERGROUND | 03/14/2019 | APPROVED | JGIBSON |
Review History
| Department | Status | Date In | Date Out |
| SW1 | COMPLETE | 03/25/2019 | 03/26/2019 |
| Note: Released By: RLEE Foundation Survey | |||
| BLD | COMPLETE | 03/11/2019 | 03/18/2019 |
| Note: Released By: JHINDMAN | |||
| SW1 | COMPLETE | 01/14/2019 | 01/22/2019 |
| Note: Released By: JHINDMAN | |||
| PLUM | COMPLETE | 01/14/2019 | 01/22/2019 |
| Note: Released By: JHINDMAN | |||
| SWALE | COMPLETE | 01/03/2019 | 02/12/2019 |
| 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. | |||
| ZON | COMPLETE | 01/03/2019 | 01/03/2019 |
| Note: Released By: AMOBLEY | |||
| ENGIN1 | COMPLETE | 01/03/2019 | 01/03/2019 |
| Note: Released By: TBAKER | |||
| ELEC | COMPLETE | 01/03/2019 | 01/10/2019 |
| Note: Released By: JHINDMAN | |||
| SW1 | HOLD | 01/03/2019 | 01/10/2019 |
| Note: Held By: JHINDMAN 1. Proposed drainage at rear cannot flow onto lot 20. | |||
| PLUM | HOLD | 01/03/2019 | 01/10/2019 |
| Note: Held By: JHINDMAN 1. Provide a minimum 3" sanitary drain at the master bath. 6th ed. FBC R Table 3005.4.1. J. hindman 986-3784. 2nd request | |||
| SWALE | HOLD | 01/03/2019 | 02/12/2019 |
| Note: Held By: TBAKER | |||
| BLD | COMPLETE | 12/06/2018 | 12/13/2018 |
| Note: Released By: JHINDMAN | |||
| ELEC | HOLD | 12/06/2018 | 12/10/2018 |
| Note: Held By: DREWIS Receptacles needed on switch wall of both left side bedrooms, NEC 2014 210.52A. GFCI with weatherproof enclosure needed on front porch, NEC 2014 210.52E & 406.9. Daniel Rewis 986-4736 | |||
| ENGIN1 | HOLD | 12/06/2018 | 12/10/2018 |
| Note: Held By: TBAKER No benchmark on survey | |||
| MECH | COMPLETE | 12/06/2018 | 12/13/2018 |
| Note: Released By: JHINDMAN | |||
| PLUM | HOLD | 12/06/2018 | 12/13/2018 |
| Note: Held By: JHINDMAN 1. Provide a minimum 3" sanitary drain at the master bath. 6th ed. FBC R Table 3005.4.1. J. hindman 986-3784. | |||
| SW1 | HOLD | 12/06/2018 | 12/10/2018 |
| Note: Held By: DREWIS Provide proposed elevation measurements for storm water flow per City of Palm Coast Tech. Manual Sec. 5 Eng. Standard 300. Provide proposed elevations for grade at the foundation wall and 10' away depicting a 5% slope per Residential Florida Building Code R401.3 Daniel Rewis 986-4736 | |||
| UD1 | HOLD | 12/06/2018 | 12/06/2018 |
| 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 | 12/06/2018 | 12/06/2018 |
| Note: Held By: AMOBLEY Survey should have total lot square footage Please provide rear setback on 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 |
| 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 |
| 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 |
| ADMIN FEE | ¤20.00 | 01/25/2019 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤7,442.90 |