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Permit #2018100158
Permit Details
Status: COED
| Parcel Id: 07-11-31-7026-00730-0460 |
| CONDITIONED SPACE: 1502 sqft |
| OPENED PORCH (WITH ROOF) : 70 sqft |
| OPENED PORCH (WITH ROOF) : 234 sqft |
| GARAGE: 436 sqft |
| Total Square Footage: 2242 sqft |
| Block: 00730 |
| Subdivision: 2153 - SECTION 26-PINE GROVE |
| Job Phone: 386-447-4151 |
| Location Address: 26 PITT LN |
| Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY |
| Issue Date: 11/13/2018 |
| NOC: RECORDED |
| Applicant name: GENE WARREN SLONE |
| Owner: FLORIDA GREEN CONSTRUCTION |
|
Address 50 LEANNI WAY PALM COAST, FL 32137 |
|
Address UNIT C-1 PALM COAST, FL 32137 |
| Lot: 0460 |
| Contracted Stated Job Value: ¤200,000.00 |
| Job Description: SINGLE FAMILY RESIDENCE |
| Type: CN |
Contractor
FLORIDA GREEN CONSTRUCTION INC.
| Status | Location Address | State License Number | Phone |
| INACTIVE |
870 E RETTA STREET DELEON SPRINGS, FL 32130 |
CBC1260957 (Exp: 08/31/2026) | 407-580-2657 |
Sub Contractors
GREGG A MCANALLY
| Status | Location Address | State License Number | Phone |
| INACTIVE |
3370 AGRICULTURAL CENTER DRIVE PALM COAST, FL 32092 |
CAC1815760 (Exp: 08/31/2022) | 904-829-8898 |
OLEG BELINSKIY
| Status | Location Address | State License Number | Phone |
| ACTIVE |
19 PINE CIRCLE DRIVE19 PALM COAST, FL 32167 |
CCC1325974 (Exp: 08/31/2026) | 386-263-7906 |
JOHN EDWARD GAMBONE
| Status | Location Address | Mailing Address | State License Number | Phone |
| ACTIVE |
15 HARGROVE LN PALM COAST, FL 32137 |
1G PALM COAST, FL 32137 |
EC13006037 (Exp: 08/31/2026) | 386-586-9144 |
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 | 06/13/2019 | FINAL APPROVED | JCOLASANTI |
| Note: THIS IS A REINSPECTION | |||
| BLD - BUILDING FINAL | 06/11/2019 | Disapproved -FEE REQUIRED | JCOLASANTI |
| Note: guest bath faucet leaks,...need water hammer at dishwasher line | |||
| ROW - FINAL APRON (AFTER POUR) | 06/10/2019 | APPROVED | KHOWELL |
| ROW - STORMWATER FINAL | 06/10/2019 | FINAL APPROVED | KHOWELL |
| U -UTILITY RESIDENTIAL FINAL | 06/10/2019 | FINAL APPROVED | LFITZGERALD |
| ROW FIELD SURVEY /GRADING CERTIFICATION | 06/07/2019 | APPROVED | KHOWELL |
| Note: THIS IS A REINSPECTION | |||
| ROW FIELD SURVEY /GRADING CERTIFICATION | 05/30/2019 | Disapproved - NO FEE | KHOWELL |
| Note: LOW AREA NOTED IN FINAL FIELD SURVEY HAS NOT BEEN FIXED | |||
| FINAL SURVEY (OFFICE USE ONLY) | 05/30/2019 | APPROVED | CTROHA |
| Note: THIS IS A REINSPECTION | |||
| FINAL SURVEY (OFFICE USE ONLY) | 05/23/2019 | Disapproved - NO FEE | CTROHA |
| Note: The drainage conveyance runs over the pep. This is prohibited because of storm water intrusion into the sewer system Low area re-establish drainage on the left back corner of the house ***See Final Survey Field Markup**** | |||
| FINAL SURVEY (OFFICE USE ONLY) | 05/20/2019 | Disapproved - NO FEE | RGROSS |
| Note: CULVERT ELEVATIONS OUT OF TOLERANCE. SEE SWALE PLAN. CULVERT SIZE TOO SMALL. SEE ATTACHED SURVEY MARKUP. | |||
| ELECTRIC - EARLY POWER | 04/25/2019 | APPROVED - AS NOTED | RMARTIN |
| Note: SPOKE TO DELL FPL RELEASED POWER 11:40 | |||
| ROW- PRE-APRON (PRE-POUR) | 04/05/2019 | 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. ADJUST UPPER FORMS AS NEEDED SO ALL ARE THE SAME DISTANCE OFF THE EDGE OF THE CULVERT PIPE | |||
| U - SEWER TIE IN | 03/11/2019 | APPROVED | JGIBSON |
| GRAVITY SEWER TEST | 03/11/2019 | APPROVED | JGIBSON |
| INSULATION | 02/21/2019 | APPROVED | DROCKWELL |
| INSULATION | 02/20/2019 | Disapproved -FEE REQUIRED | WMILLER |
| Note: MISSING UNSULATION AT BLOCK OVER ENTRY AND BACK RIGHT BEDROOM | |||
| LATH/BRICK/ WATER BARRIER | 02/12/2019 | APPROVED | DROCKWELL |
| ALL ROUGH | 02/08/2019 | APPROVED | JHINDMAN |
| ROOF VALLEY & METAL | 01/28/2019 | APPROVED | MWILLIAMS |
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 01/25/2019 | APPROVED | MWILLIAMS |
| TIE BEAM / LINTEL | 01/09/2019 | APPROVED | MWILLIAMS |
| TIE BEAM / LINTEL | 01/08/2019 | Disapproved -FEE REQUIRED | JCOLASANTI |
| Note: CHANGES IN HEIGHT R609.2.5 AND FIGURE 609.2.5 UPPER AND LOWER BOND BEAMS MUST BE CONTINUOUS, HAVE VERTICLE STEEL AND GROUTED SOLID AND MUST HAVE A FILLED CELL UNDER EACH CELL ADJOINING CHANGES IN HEIGHT (garage block change of height) | |||
| FOUND SURVEY APPROVED (OFFICE) | 01/07/2019 | APPROVED | JHINDMAN |
| MONOLITHIC SLAB | 12/19/2018 | APPROVED | MWILLIAMS |
| MONOLITHIC SLAB | 12/18/2018 | CANCELLED BY APPLICANT | WEB |
| PLUMBING 1ST ROUGH UNDERGROUND | 12/13/2018 | APPROVED | JGIBSON |
| ELECTRIC TEMP POLE | 11/30/2018 | APPROVED - AS NOTED | RMARTIN |
| Note: SPOKE TO SUSAN FPL RELEASED POWER 3:20 |
Review History
| Department | Status | Date In | Date Out |
| SW1 | COMPLETE | 01/02/2019 | 01/07/2019 |
| Note: Released By: JHINDMAN Foundation S | |||
| SW1 | COMPLETE | 11/06/2018 | 11/11/2018 |
| Note: Released By: DREWIS | |||
| ZON | COMPLETE | 11/06/2018 | 11/07/2018 |
| Note: Released By: AMOBLEY | |||
| ENGIN1 | COMPLETE | 11/06/2018 | 11/08/2018 |
| Note: Released By: TBAKER | |||
| UTL | COMPLETE | 11/06/2018 | 11/08/2018 |
| 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. The NFPA Clear Zone distance there can be no obstacles in front of the Hydrant and 7.5’ on the sides or 4’ behind. | |||
| SW1 | HOLD | 11/02/2018 | 11/06/2018 |
| Note: Held By: DREWIS Right side elevations do not provide a 5% slope within 10' of grade at the foundation wall, FBC R401.3. Daniel Rewis 986-4736 | |||
| ZON | COMPLETE | 11/02/2018 | 11/05/2018 |
| Note: Released By: TDOAK | |||
| SWALE | COMPLETE | 10/22/2018 | 11/06/2018 |
| Note: Released By: TBAKER | |||
| ZON | HOLD | 10/19/2018 | 10/19/2018 |
| Note: Held By: AMOBLEY Site plan should show all setbacks...Front, rear and sides from furthest point of structure to property line Flood map number is incorrect. Should be 12035C0139E | |||
| ENGIN1 | COMPLETE | 10/19/2018 | 10/22/2018 |
| Note: Released By: TBAKER | |||
| ELEC | COMPLETE | 10/19/2018 | 10/24/2018 |
| Note: Released By: DREWIS | |||
| SW1 | HOLD | 10/19/2018 | 10/24/2018 |
| Note: Held By: DREWIS Provide a site plan with proposed elevations per Florida Building Code R401.3 and the COPC Tech. Manual Sec. 5 Eng. Standard. Daniel Rewis 986-4736 | |||
| BLD | COMPLETE | 10/04/2018 | 10/10/2018 |
| Note: Released By: JHINDMAN | |||
| ELEC | HOLD | 10/04/2018 | 10/08/2018 |
| Note: Held By: DREWIS Additional GFCI needed in master bath or center the current one, NEC 2014 210.52D. Daniel Rewis 986-4736 | |||
| ENGIN1 | COMPLETE | 10/04/2018 | 10/08/2018 |
| Note: Released By: TBAKER Held By: TBAKER COPC does not allow nail and disc as site benchmarks. Acceptable benchmarks are nails in poles, hydrants, manhole covers. See COPC technical manual for additional info | |||
| MECH | COMPLETE | 10/04/2018 | 10/10/2018 |
| Note: Released By: JHINDMAN | |||
| PLUM | COMPLETE | 10/04/2018 | 10/10/2018 |
| Note: Released By: JHINDMAN | |||
| SW1 | HOLD | 10/04/2018 | 10/08/2018 |
| Note: Held By: DREWIS Provide a site plan with proposed elevations per Florida Building Code R401.3 and the COPC Tech. Manual Sec. 5 Eng. Standard. Daniel Rewis 986-4736 | |||
| UD1 | COMPLETE | 10/04/2018 | 10/10/2018 |
| 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 | HOLD | 10/04/2018 | 10/05/2018 |
| Note: Held By: AMOBLEY Survey should show all easements and total lot square footage Legal description is incorrect on survey Site plan should show all setbacks...Front, rear and sides from furthest point to property line |
Fees & Payments
(Permit is not ready for pickup until the permit has been processed and fees appear)
| Description | Amount Due | Date Paid |
| REINSPECTION FEE | ¤40.00 | 06/13/2019 |
| REINSPECTION FEE | ¤40.00 | 04/16/2019 |
| REINSPECTION FEE | ¤40.00 | 04/16/2019 |
| CONTRACTOR CHANGE | ¤40.00 | 04/16/2019 |
| ELECTRIC FEE | ¤180.00 | 11/13/2018 |
| 3% FIRE IMPACT FEE CREDIT | (¤6.70) | 11/13/2018 |
| IMPACT FEE FIRE | ¤223.38 | 11/13/2018 |
| IMPACT FEE PARKS | ¤849.24 | 11/13/2018 |
| IMPACT FEE SCHOOL | ¤3,600.00 | 11/13/2018 |
| IMPACT FEE TRANSPORTATION | ¤1,632.00 | 11/13/2018 |
| MECHANICAL FEE | ¤180.00 | 11/13/2018 |
| 3% PARKS IMPACT FEE CREDIT | (¤25.48) | 11/13/2018 |
| PLAN CHECK FEE | ¤80.00 | 11/13/2018 |
| PLUMBING FEE | ¤180.00 | 11/13/2018 |
| ADMIN FEE | ¤20.00 | 11/13/2018 |
| NEW RESIDENTIAL INSPECTIONS | ¤400.00 | 11/13/2018 |
| SITE PLAN 20 | ¤20.00 | 11/13/2018 |
| SURCHARGE FS 533.721 | ¤10.60 | 11/13/2018 |
| SURCHARGE - FS 468.631 | ¤15.90 | 11/13/2018 |
| STORM WATER PERMIT FEES | ¤80.00 | 11/13/2018 |
| 3% TRANS IMPACT FEE CREDIT | (¤48.96) | 11/13/2018 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤7,549.98 |