I want to search for...
Permit #2018020379
Permit Details
Status: COED
| Parcel Id: 07-11-31-7012-00130-0430 |
| CONDITIONED SPACE: 2248 sqft |
| GARAGE: 648 sqft |
| OPENED PORCH (WITH ROOF) : 43 sqft |
| OPENED PORCH (WITH ROOF) : 319 sqft |
| Total Square Footage: 3258 sqft |
| Block: 00130 |
| Subdivision: 2187 - SECTION 12-BELLE TERRE |
| Job Phone: 386-236-4140 |
| Location Address: 22 BALLARD LN |
| Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY |
| Issue Date: 03/08/2018 |
| NOC: RECORDED |
| Applicant name: MOJTABA KHORASANI BABAZADEH |
| Owner: INTERVEST CONSULTING SERVICES INC |
|
Address 2379 BEVILLE ROAD DAYTONA, FL 32119 |
| Lot: 0430 |
| Contracted Stated Job Value: ¤302,400.00 |
| Job Description: SINGLE FAMILY RESIDENCE |
| Type: CN |
Contractor
INTERVEST CONSULTING SERVICES
| Status | Location Address | State License Number | Phone | Fax |
| CANCEL |
2379 BEVILLE ROAD DAYTONA BEACH, FL 32119 |
CBC1258104 (Exp: 08/31/2020) | 386-236-4140 | 386-763-7840 |
Sub Contractors
STEPHEN COURTEAUX
| Status | Location Address | State License Number | Phone | Fax |
| ACTIVE |
85 North Yonge Street Ormond Beach, FL 32174 |
EC13001748 (Exp: 08/31/2026) | (386) 672-4900 | 386-676-7472 |
BARRY D MARTIN
| Status | Location Address | State License Number | Phone | Fax |
| CANCEL |
1650 N STATE STREET Bunnell, FL 32110 |
CCC033728 (Exp: 08/31/2020) | (386) 437-7700 | (386)437-7701 |
JEFFREY DALE KNIGHT
| Status | Location Address | State License Number | Phone | Fax |
| INACTIVE |
923 ASHMEADE CT PORT ORANGE, FL 32127 |
CFC057351 (Exp: 08/31/2026) | 386-345-3857 | 386-345-4443 |
ROBERT CRAIG KULP
| Status | Location Address | State License Number | Phone |
| CANCEL |
5401 ENERGY AIR CT ORLANDO, FL 32810 |
CAC1816317 (Exp: 08/31/2022) | 407-886-3729 |
Inspection History
| Type | Request Date | Result | Inspector |
| BLD - BUILDING FINAL | 10/16/2018 | FINAL APPROVED | JCOLASANTI |
| ROW - FINAL APRON (AFTER POUR) | 10/15/2018 | APPROVED | RGROSS |
| ROW - FINAL INSPECTION | 10/15/2018 | FINAL APPROVED | RGROSS |
| U -UTILITY RESIDENTIAL FINAL | 10/12/2018 | FINAL APPROVED | DSPENCER |
| FINAL SURVEY (OFFICE USE ONLY) | 10/11/2018 | APPROVED | DREWIS |
| Note: THIS IS A REINSPECTION | |||
| FINAL SURVEY (OFFICE USE ONLY) | 10/09/2018 | Disapproved - NO FEE | DREWIS |
| Note: Left cluvert invert too low per approved swale plan diagram. Daniel Rewis 986-4736 | |||
| FOOTER | 09/20/2018 | APPROVED | JCOLASANTI |
| Note: detached 12x12 slab | |||
| ROW- PRE-APRON (PRE-POUR) | 09/18/2018 | 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. | |||
| ROW- PRE-APRON (PRE-POUR) | 09/17/2018 | Disapproved -FEE REQUIRED | KHOWELL |
| Note: 1. SWALE PLAN NEEDS TO BE ON SITE FOR THIS INSPECTION 2. CULVERT IS NOT 7'-7" TO CENTER LINE ON LEFT SIDE 3. 2" OF CONCRETE REQUORED OVER THE OPENING OF THE CULVERT PIPE 4. CONCRETE NOT ALLOWED TO BE POURED INTO THE SWALE AREA PAST THE END FORM. 5. ADD A ROAD FORM BOARD SO THE NEW DRIVEWAY IS ALLIGNED WITH THE EXISTING EDGE OF PAVEMENT 6. COMPACT PAD AREA AND REMOVE DEBRIS | |||
| ELECTRIC - EARLY POWER | 09/13/2018 | APPROVED - AS NOTED | RMARTIN |
| Note: SPOKE TO DELL FPL RELEASED EARLY POWER 11:50 | |||
| LATH/BRICK/ WATER BARRIER | 07/20/2018 | APPROVED | CMINI |
| GRAVITY SEWER TEST | 07/16/2018 | APPROVED | JGIBSON |
| U - SEWER TIE IN | 07/16/2018 | APPROVED | JNICHOLS |
| INSULATION | 07/16/2018 | APPROVED | JCOLASANTI |
| ALL ROUGH | 07/11/2018 | APPROVED - AS NOTED | JCOLASANTI |
| Note: need tests on water and waste lines by insulation, secure water ines and fixture guest bath tub | |||
| ELECTRIC-TUG | 07/11/2018 | APPROVED - AS NOTED | RMARTIN |
| Note: THIS IS A REINSPECTION SPOKE TO DELL FPL RELEASED TUG POWER 3:30 | |||
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 07/03/2018 | APPROVED - AS NOTED | JCOLASANTI |
| Note: need engineering and strap to header truss A03 FBC802 check at all rough | |||
| ROOF VALLEY & METAL | 06/25/2018 | APPROVED | JCOLASANTI |
| ELECTRIC-TUG | 06/25/2018 | Disapproved -FEE REQUIRED | RMARTIN |
| Note: RISER DIAGRAM DOES NOT MATCH WHAT IS INSTALLED, DIAGRAM SHOWING 200A, 300A IS INSTALLED, NEED REVISION | |||
| ELECTRIC-TUG | 06/11/2018 | CANCELLED BY APPLICANT | AIRS WEB |
| ROOF SHEATHING | 06/04/2018 | APPROVED | WMILLER |
| TIE BEAM / LINTEL | 05/08/2018 | APPROVED | JCOLASANTI |
| Note: THIS IS A REINSPECTION | |||
| TIE BEAM / LINTEL | 05/04/2018 | Disapproved -FEE REQUIRED | JCOLASANTI |
| Note: per jean missing dowels and dowel clearance all marked on plans | |||
| FOUND SURVEY APPROVED (OFFICE) | 05/03/2018 | APPROVED | DREWIS |
| MONOLITHIC SLAB | 04/20/2018 | APPROVED | JCOLASANTI |
| Note: THIS IS A REINSPECTION | |||
| MONOLITHIC SLAB | 04/19/2018 | Disapproved - NO FEE | JCOLASANTI |
| Note: THIS IS A REINSPECTION CONCRETE FORMS SHALL PROVIDE SUFFICIENT STRENGTH TO CONTAIN CONCRET DURING THE PLACEMENT OPERATION (STAY IN PLACE FORMS) FBC404.1.2.3.6.....MINIMUM DEPTH ON FOOTERS UNDISTURBED SOIL..FBC..403.1.4 also look at right sid exterior footing need tomake sure 3" coverage | |||
| MONOLITHIC SLAB | 04/18/2018 | Disapproved -FEE REQUIRED | JCOLASANTI |
| Note: THIS IS A REINSPECTION CLEARANCE ON REBAR FROM EARTH 3 1D FBC 403 (marked on plan rear porch) | |||
| MONOLITHIC SLAB | 04/16/2018 | Disapproved -FEE REQUIRED | JCOLASANTI |
| Note: CONCRETE FORMS SHALL PROVIDE SUFFICIENT STRENGTH TO CONTAIN CONCRET DURING THE PLACEMENT OPERATION (STAY IN PLACE FORMS) FBC404.1.2.3.6.....MINIMUM DEPTH ON FOOTERS UNDISTURBED SOIL..FBC..403.1.4 | |||
| PLUMBING 1ST ROUGH UNDERGROUND | 04/12/2018 | APPROVED | JGIBSON |
Review History
| Department | Status | Date In | Date Out |
| SW1 | COMPLETE | 10/10/2018 | 10/11/2018 |
| Note: Released By: DREWIS final | |||
| SW1 | HOLD | 10/05/2018 | 10/09/2018 |
| Note: Held By: DREWIS Left cluvert invert too low per approved swale plan diagram. Daniel Rewis 986-4736 | |||
| ZON | COMPLETE | 06/27/2018 | 06/27/2018 |
| Note: Released By: AMOBLEY | |||
| ELEC | COMPLETE | 06/13/2018 | 06/19/2018 |
| Note: Released By: DREWIS | |||
| SW1 | COMPLETE | 06/13/2018 | 06/19/2018 |
| Note: Released By: DREWIS | |||
| ZON | HOLD | 06/13/2018 | 06/13/2018 |
| Note: Held By: AMOBLEY Concrete patio must meet the minimum 10ft rear setback | |||
| SW1 | COMPLETE | 05/02/2018 | 05/03/2018 |
| Note: Released By: DREWIS foundation s | |||
| SW1 | COMPLETE | 03/01/2018 | 03/07/2018 |
| Note: Released By: DREWIS | |||
| ELEC | COMPLETE | 03/01/2018 | 03/07/2018 |
| Note: Released By: DREWIS | |||
| ZON | COMPLETE | 03/01/2018 | 03/01/2018 |
| Note: Released By: AMOBLEY | |||
| BLD | COMPLETE | 02/09/2018 | 02/09/2018 |
| Note: Released By: FREODICA | |||
| ELEC | HOLD | 02/09/2018 | 02/15/2018 |
| Note: Held By: DREWIS Code to be referenced is the NEC 2014. Please provide calculations. Additional GFCI needed in Laundry, 210.52F. Additional receptacle needed in bedroom bordering garage, behind door swing, 210.52. Daniel Rewis 986-4736 | |||
| ENGIN1 | COMPLETE | 02/09/2018 | 02/20/2018 |
| Note: Released By: TBAKER | |||
| MECH | COMPLETE | 02/09/2018 | 02/09/2018 |
| Note: Released By: FREODICA | |||
| PLUM | COMPLETE | 02/09/2018 | 02/09/2018 |
| Note: Released By: FREODICA | |||
| SW1 | HOLD | 02/09/2018 | 02/15/2018 |
| Note: Held By: DREWIS Please provide proposed survey measurements 10' away from foundation wall to assure compliance with FBC 6th ed. R401.3. Daniel Rewis 986-4736 | |||
| UD1 | COMPLETE | 02/09/2018 | 02/16/2018 |
| Note: Released By: JNICHOLS This is a Gravity sewer, the Sewer Tie-in Inspection is a visual inspection it must be called in the day before the tie-in is to be made. The morning of the tie-in the inspector should be contacted to coordinate the time of the tie-in so he can witness the tie-in and help prevent failed inspections due to cave in or mud/water preventing the visual inspection. 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.Released By: JNICHOLS | |||
| ZON | COMPLETE | 02/09/2018 | 02/09/2018 |
| Note: Released By: AMOBLEY |
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 | 10/17/2018 |
| REINSPECTION FEE | ¤40.00 | 10/17/2018 |
| REINSPECTION FEE | ¤40.00 | 10/17/2018 |
| REINSPECTION FEE | ¤40.00 | 10/17/2018 |
| REINSPECTION FEE | ¤40.00 | 10/17/2018 |
| NEW RESIDENTIAL INSPECTIONS | ¤606.00 | 03/08/2018 |
| SITE PLAN 20 | ¤20.00 | 03/08/2018 |
| SURCHARGE FS 533.721 | ¤14.93 | 03/08/2018 |
| SURCHARGE - FS 468.631 | ¤22.39 | 03/08/2018 |
| STORM WATER PERMIT FEES | ¤80.00 | 03/08/2018 |
| 3% TRANS IMPACT FEE CREDIT | (¤93.74) | 03/08/2018 |
| ADMIN FEE | ¤20.00 | 03/08/2018 |
| ELECTRIC FEE | ¤241.80 | 03/08/2018 |
| 3% FIRE IMPACT FEE CREDIT | (¤6.56) | 03/08/2018 |
| IMPACT FEE FIRE NONRESIDENTIAL | ¤218.79 | 03/08/2018 |
| IMPACT FEE PARKS | ¤849.24 | 03/08/2018 |
| IMPACT FEE SCHOOL | ¤3,600.00 | 03/08/2018 |
| IMPACT FEE TRANSPORTATION | ¤3,124.67 | 03/08/2018 |
| MECHANICAL FEE | ¤241.80 | 03/08/2018 |
| 3% PARKS IMPACT FEE CREDIT | (¤25.48) | 03/08/2018 |
| PLAN CHECK FEE | ¤121.20 | 03/08/2018 |
| PLUMBING FEE | ¤241.80 | 03/08/2018 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤9,476.84 |