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Permit #2017061134
Permit Details
Status: COED
| Parcel Id: 07-11-31-7029-00160-0020 |
| CONDITIONED SPACE: 1820 sqft |
| GARAGE: 565 sqft |
| OPENED PORCH (WITH ROOF) : 419 sqft |
| OPENED PORCH (WITH ROOF) : 44 sqft |
| Total Square Footage: 2848 sqft |
| Block: 00160 |
| Subdivision: 2209 - SECTION 29-ROYAL PALMS |
| Job Phone: (386)445-9393 |
| Location Address: 82 RYLAND DR |
| Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY |
| Issue Date: 08/02/2017 |
| NOC: RECORDED |
| Applicant name: ANTONIO AMARAL JR |
| Owner: KUNDRAT, JENNIFER L |
|
Address 25-B PLAINVIEW DRIVE PALM COAST, FL 32164 |
| Lot: 0020 |
| Contracted Stated Job Value: ¤165,000.00 |
| Job Description: SINGLE FAMILY RESIDENCE |
| Type: CN |
Contractor
AMARAL CUSTOM HOMES INC.
| Status | Location Address | State License Number | Phone | Fax |
| CANCEL |
13 Utility Drive PALM COAST, FL 32135 |
CBC058062 (Exp: 08/31/2020) | (386)445-9393 | (386)446-0403 |
Sub Contractors
THOMAS A REGULA
| Status | Location Address | State License Number | Phone | Fax |
| INACTIVE |
11320 PHILLIPS PKWY DRIVE E JACKSONVILLE, FL 32256 |
CMC1250075 (Exp: 08/31/2026) | 904-278-0339 | 904-278-0366 |
RICHARD H SIMMONS JR
| Status | Location Address | State License Number | Phone | Fax |
| ACTIVE |
PO BOX 1963 BUNNELL, FL 32110 |
ES12001217 (Exp: 08/31/2026) | 386-437-0607 | 386-437-1847 |
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 |
ANTONIO JR AMARAL
| Status | Location Address | State License Number | Phone | Fax |
| CANCEL |
13 Utility Drive PALM COAST, FL 32137 |
CCC058004 (Exp: 08/31/2018) | (386)445-9393 | (386)446-0403 |
Inspection History
| Type | Request Date | Result | Inspector |
| BLD - BUILDING FINAL | 06/26/2018 | FINAL APPROVED | DROCKWELL |
| BLD - BUILDING FINAL | 06/25/2018 | CANCELLED BY APPLICANT | WMILLER |
| ROW - FINAL APRON (AFTER POUR) | 06/22/2018 | APPROVED | KHOWELL |
| ROW - FINAL INSPECTION | 06/22/2018 | FINAL APPROVED | KHOWELL |
| Note: THIS IS A REINSPECTION SPOKE WITH TONY ABOUT SEED AND STRAW ALONG THE EDGE OF VACANT LOTS SAID HE WOULD MAKE SURE IT IS DONE | |||
| U -UTILITY RESIDENTIAL FINAL | 06/21/2018 | FINAL APPROVED | MBACON |
| ROW - FINAL APRON (AFTER POUR) | 06/21/2018 | CANCELLED BY INSPECTOR | KHOWELL |
| Note: COULD NOT PREFORM INSPECTION BECAUSE OF THE AMOUNT OF WATER IN SWALE AND NEED FINAL SURVEY TO VERIFY CULVERT ELEVATIONS ARE CORRECT | |||
| ROW - FINAL INSPECTION | 06/21/2018 | Disapproved - NO FEE | KHOWELL |
| Note: THIS INSPECTION CAN NOT BE SCHEDULED UNTIL FINAL SURVEY HAS BEEN APPROVED AND IS ON SITE IN DOC BOX | |||
| FINAL SURVEY (OFFICE USE ONLY) | 06/21/2018 | APPROVED | JHINDMAN |
| GRAVITY SEWER TEST | 05/24/2018 | APPROVED | JGIBSON |
| U - SEWER TIE IN | 05/24/2018 | APPROVED | DSPENCER |
| Note: inspected while open by Larry F. | |||
| ROW- PRE-APRON (PRE-POUR) | 04/06/2018 | APPROVED - AS NOTED | KHOWELL |
| Note: CONCRETE NOT ALLOWED TO BE POURED INTO THE ROADWAY OR PAST THE ENDS OF THE FORMS OF THE MITERS READY TO POUR It is the BUILDER'S RESPONSIBILITY: to recheck elevations and pipe size, to insure that an obstruction does not exist 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. | |||
| ELECTRIC - EARLY POWER | 03/15/2018 | APPROVED - AS NOTED | RMARTIN |
| Note: SPOKE TO SUSAN FPL RELEASED EARLY POWER 10:20 | |||
| LATH/BRICK/ WATER BARRIER | 12/14/2017 | APPROVED | DROCKWELL |
| Note: THIS IS A REINSPECTION | |||
| INSULATION | 12/14/2017 | APPROVED | DROCKWELL |
| ROOF VALLEY & METAL | 12/13/2017 | APPROVED - AS NOTED | CMINI |
| Note: looked at on roof sheathing, braces and ties | |||
| LATH/BRICK/ WATER BARRIER | 12/12/2017 | Disapproved -FEE REQUIRED | DROCKWELL |
| Note: Work on going not completed | |||
| ALL ROUGH | 12/08/2017 | APPROVED | DROCKWELL |
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 11/07/2017 | APPROVED | DROCKWELL |
| ROOF SHEATHING | 11/06/2017 | APPROVED | DROCKWELL |
| TIE BEAM / LINTEL | 10/24/2017 | APPROVED | DROCKWELL |
| FOUND SURVEY APPROVED (OFFICE) | 09/19/2017 | APPROVED | JHINDMAN |
| MONOLITHIC SLAB | 09/06/2017 | APPROVED | DROCKWELL |
| Note: THIS IS A REINSPECTION | |||
| MONOLITHIC SLAB | 09/05/2017 | CANCELLED BY APPLICANT | JCOLASANTI |
| Note: per contractor | |||
| PLUMBING 1ST ROUGH UNDERGROUND | 08/30/2017 | APPROVED | JGIBSON |
Review History
| Department | Status | Date In | Date Out |
| SW1 | COMPLETE | 06/12/2018 | 06/14/2018 |
| Note: Released By: JHINDMAN final s | |||
| SW1 | COMPLETE | 09/15/2017 | 09/19/2017 |
| Note: Released By: JHINDMAN foundation s | |||
| ZON | COMPLETE | 08/01/2017 | 08/01/2017 |
| Note: Released By: AMOBLEY | |||
| ZON | HOLD | 07/21/2017 | 07/21/2017 |
| Note: Held By: AMOBLEY Screening around AC Pad should be at least three 7 gallon shrubs, there should be at least four shrubs along each side of house, please specify sod type and if irrigation will be installed on landscape plan | |||
| UD1 | COMPLETE | 07/21/2017 | 07/24/2017 |
| 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 | COMPLETE | 07/21/2017 | 07/31/2017 |
| Note: Released By: JHINDMAN | |||
| BLD | COMPLETE | 07/21/2017 | 07/27/2017 |
| Note: Released By: JHINDMAN | |||
| MECH | COMPLETE | 07/21/2017 | 07/28/2017 |
| Note: Released By: FREODICA | |||
| BLD | HOLD | 06/30/2017 | 07/07/2017 |
| Note: Held By: JHINDMAN 1. Provide plans that are designed to the 5th edition of the Florida building code. The general notes lists the 2010 code. J. Hindman 986-3784. | |||
| ELEC | COMPLETE | 06/30/2017 | 07/07/2017 |
| Note: Released By: JHINDMAN | |||
| ENGIN1 | COMPLETE | 06/30/2017 | 07/12/2017 |
| Note: Released By: TBAKER | |||
| MECH | HOLD | 06/30/2017 | 07/07/2017 |
| Note: Held By: FREODICA Provide signature and license number of hvac contractor on hvac plan per FBC 5th ed.105.3.1.2. F.Reodica -386-986-4734. | |||
| PLUM | COMPLETE | 06/30/2017 | 07/07/2017 |
| Note: Released By: FREODICA | |||
| SW1 | HOLD | 06/30/2017 | 07/07/2017 |
| Note: Held By: JHINDMAN 1. Provide a proposed lot drainage plan with proposed finish floor elevation per ch.5 UldcTech Manual. J. hindman 986-3784. | |||
| UD1 | HOLD | 06/30/2017 | 07/06/2017 |
| Note: Held By: LFITZGERALD PEP Panel not shown on correct side of building on electrical plans PEP Panel is not shown on the same side as the tank in the electrical plan as the utility marked site plans. Submit a new electrical plan showing PEP Panel on the same side of the building as indicated in the Utility marked site plan. | |||
| ZON | HOLD | 06/30/2017 | 06/30/2017 |
| Note: Held By: TAWILLIAMS Need a separate landscape plan. One was submitted but it was on the same as the site plan. It's to busy. And we have two separate approval stamps we use. T Williams 986.2655 |
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 | 06/26/2018 |
| NEW RESIDENTIAL INSPECTIONS | ¤488.00 | 08/02/2017 |
| SITE PLAN 20 | ¤20.00 | 08/02/2017 |
| SURCHARGE FS 533.721 | ¤18.67 | 08/02/2017 |
| SURCHARGE - FS 468.631 | ¤18.67 | 08/02/2017 |
| STORM WATER PERMIT FEES | ¤80.00 | 08/02/2017 |
| 3% TRANS IMPACT FEE CREDIT | (¤93.74) | 08/02/2017 |
| ADMIN FEE | ¤20.00 | 08/02/2017 |
| ELECTRIC FEE | ¤206.40 | 08/02/2017 |
| 3% FIRE IMPACT FEE CREDIT | (¤6.56) | 08/02/2017 |
| IMPACT FEE FIRE NONRESIDENTIAL | ¤218.79 | 08/02/2017 |
| IMPACT FEE PARKS | ¤849.24 | 08/02/2017 |
| IMPACT FEE SCHOOL | ¤3,600.00 | 08/02/2017 |
| IMPACT FEE TRANSPORTATION | ¤3,124.67 | 08/02/2017 |
| MECHANICAL FEE | ¤206.40 | 08/02/2017 |
| 3% PARKS IMPACT FEE CREDIT | (¤25.48) | 08/02/2017 |
| PLAN CHECK FEE | ¤97.60 | 08/02/2017 |
| PLUMBING FEE | ¤206.40 | 08/02/2017 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤9,069.06 |