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Permit #2018040528
Permit Details
Status: COED
| Parcel Id: 07-11-31-7030-00200-0031 |
| CONDITIONED SPACE: 1461 sqft |
| CONDITIONED SPACE: 1461 sqft |
| GARAGE: 510 sqft |
| GARAGE: 510 sqft |
| OPENED PORCH (WITH ROOF) : 150 sqft |
| OPENED PORCH (WITH ROOF) : 150 sqft |
| OPENED PORCH (WITH ROOF) : 74 sqft |
| OPENED PORCH (WITH ROOF) : 74 sqft |
| Total Square Footage: 4390 sqft |
| Block: 00200 |
| Subdivision: 2154 - SECTION 30-ROYAL PALMS |
| Location Address: 52 RAINTREE PL |
| Type: TH2 - TOWNHOUSE -2 UNIT (INFILL LOT) |
| Issue Date: 05/30/2018 |
| NOC: RECORDED |
| Applicant name: LUIS JORGE MEDEIROS |
| Owner: LIZ LEANDRO S CAMPOS |
|
Address 52 RAINTREE PLACE #B PALM COAST, FL 32164 |
| Lot: 0031 |
| Contracted Stated Job Value: ¤230,000.00 |
| Job Description: SIDE A - 2 UNIT TOWNHOUSE |
| Type: CN |
Contractor
SUN STATE CUSTOM BUILDERS, LLC
| Status | Location Address | State License Number |
| CANCEL |
946 SHADICH DRIVE ORANGE CITY, FL |
CGC1519145 (Exp: 08/31/2022) |
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 |
JOHN ROBERT BLEVINS JR
| Status | Location Address | State License Number | Phone | Fax |
| ACTIVE |
17 PORWYN LANE PALM COAST, FL 32164 |
CAC1816125 (Exp: 08/31/2026) | 386-585-8283 | 386-263-2096 |
RUSSELL J CARTER
| Status | Location Address | State License Number | Phone | Fax |
| ACTIVE |
PO BOX 302 DELAND, FL 32721 |
CFC1425938 (Exp: 08/31/2026) | 386-736-4220 | 386-736-4219 |
SANTOS L HERNANDEZ
| Status | Location Address | State License Number | Phone | Fax |
| ACTIVE |
946 SHADDICK DRIVE ORANGE CITY, FL 32763 |
CCC1328011 (Exp: 08/31/2026) | 386-218-4942 | 386-218-4937 |
Inspection History
| Type | Request Date | Result | Inspector |
| ROW - FINAL APRON (AFTER POUR) | 10/03/2019 | FINAL APPROVED | KHOWELL |
| Note: THIS IS A REINSPECTION | |||
| ROW - FINAL APRON (AFTER POUR) | 10/01/2019 | Disapproved - NO FEE | KHOWELL |
| Note: THIS IS A REINSPECTION REMOVE CONCRETE THAT IS POURED PAST THE FOOTER INTO THE SWALE AREA ON THE RIGHT SIDE AND RE-SOD | |||
| BLD - BUILDING FINAL | 09/27/2019 | FINAL APPROVED | DROCKWELL |
| Note: THIS IS A REINSPECTION | |||
| BLD - BUILDING FINAL | 09/26/2019 | Disapproved - NO FEE | DROCKWELL |
| Note: Side A no water pressure/remove wrapping from all alarms...Side B..rem ove all wrapping from alarms | |||
| ROW - STORMWATER FINAL | 09/26/2019 | APPROVED - AS NOTED | KHOWELL |
| Note: REMOVE THE CONCRETE THAT IS POURED PAST THE END OF THE FOOTER OF CULVERT PIPE INTO THE SWALE AREA AND SOD PRIOR TO CALLING THE FINAL AFTER POUR INSPECTION IN | |||
| U -UTILITY RESIDENTIAL FINAL | 09/26/2019 | FINAL APPROVED | LFITZGERALD |
| FINAL SURVEY (OFFICE USE ONLY) | 09/25/2019 | APPROVED | KHOWELL |
| Note: THIS IS A REINSPECTION | |||
| FINAL SURVEY (OFFICE USE ONLY) | 07/10/2019 | Disapproved - NO FEE | KHOWELL |
| Note: THIS IS A REINSPECTION NEED TO SET UP A SITE MEETING TO LOOK AT THE SURVEY IN THE FIELD | |||
| ELECTRIC - EARLY POWER | 06/21/2019 | APPROVED - AS NOTED | RMARTIN |
| Note: SPOKE TO DELL FPL RELEASED POWER 2:45 | |||
| ROW - FINAL APRON (AFTER POUR) | 06/21/2019 | Disapproved - NO FEE | KHOWELL |
| Note: FINAL SURVEY HAS TO BE APPROVED BEFORE THIS INSPECTION IS DONE | |||
| FINAL SURVEY (OFFICE USE ONLY) | 06/14/2019 | Disapproved - NO FEE | KHOWELL |
| Note: see survey mark up | |||
| ROW- PRE-APRON (PRE-POUR) | 05/07/2019 | 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 | 05/01/2019 | APPROVED | JGIBSON |
| GRAVITY SEWER TEST | 05/01/2019 | APPROVED | JGIBSON |
| LATH/BRICK/ WATER BARRIER | 03/21/2019 | APPROVED | DROCKWELL |
| INSULATION | 03/20/2019 | APPROVED | JCOLASANTI |
| Note: THIS IS A REINSPECTION | |||
| INSULATION | 03/19/2019 | Disapproved - NO FEE | WMILLER |
| Note: DOCUMENTS MUST BE APPROVED AND KEPT ON SITE 107.3,1. AND SHALL BE OPEN TO INSPECTION BY THE BUILDING OFFICIAL MISSING ENERGRY CALCS FOR 52 RAINTREE (ALSO SEPARATE PAPERWORK, NEED ONLY THE PAPERWORK FOR THE ADDRESSED PROPERTY BEING INSPECTED). | |||
| LATH/BRICK/ WATER BARRIER | 03/19/2019 | Disapproved -FEE REQUIRED | WMILLER |
| Note: 1. CORNER BEADS NEEDED, 7/8 inch MINIMUM THICKNESS, TABLE R702.1 (1) SEVEN EIGHTHS OF AN INCH REQUIRED OVER WIRE LATH AND SHEATHING (EXTRERIOR) (FRONT DOORS) 2. WEATHER RESISTANT BARRIER (TYVEC/etc.) OVERLAP AT WOOD TO BLOCK INTERSECTION PER MANUFACTURER SPECS AND ASTM SPECS (SLIDERS) | |||
| ALL ROUGH | 03/15/2019 | APPROVED | MWILLIAMS |
| FIREWALL | 03/06/2019 | APPROVED | WMILLER |
| Note: APPROVED | |||
| ROOF VALLEY & METAL | 02/05/2019 | APPROVED | DROCKWELL |
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 01/23/2019 | APPROVED | DROCKWELL |
| Note: THIS IS A REINSPECTION | |||
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 01/18/2019 | Disapproved -FEE REQUIRED | DROCKWELL |
| Note: Provide solid blocking between trusses top and bottom as so exterior sheathing can be nailed per plan/T-05 strap not nailed/Firewall truss strap not nailed back both sides/Strap trusses to bearing wall right side | |||
| LATH/BRICK/ WATER BARRIER | 01/18/2019 | CANCELLED BY APPLICANT | JMONTARULI |
| TIE BEAM / LINTEL | 12/11/2018 | APPROVED | DROCKWELL |
| FOUND SURVEY APPROVED (OFFICE) | 12/06/2018 | APPROVED | DREWIS |
| MONOLITHIC SLAB | 11/07/2018 | APPROVED | DROCKWELL |
| PLUMBING 1ST ROUGH UNDERGROUND | 10/30/2018 | APPROVED | JGIBSON |
| STEM WALL FOUNDATION | 09/27/2018 | APPROVED | DROCKWELL |
| FOOTER | 09/11/2018 | APPROVED | DROCKWELL |
Review History
| Department | Status | Date In | Date Out |
| BLD | COMPLETE | 05/22/2019 | 09/30/2019 |
| Note: Released By: JMONTARULI Complete all Ricky Lee's conditions | |||
| BLD | HOLD | 04/24/2019 | 04/26/2019 |
| Note: Held By: RLEE Development order has been issued for lot split for townhouses. A separate permit and a permit modification for this duplex to convert to townhouse. Both permit applications to show new parcel Ids and addressses. Separate finals and COs will have to be issued The final survey to show the lot split. | |||
| SW1 | COMPLETE | 12/06/2018 | 12/06/2018 |
| Note: Released By: DREWIS foundation s | |||
| ZON | COMPLETE | 05/14/2018 | 05/14/2018 |
| Note: Released By: AMOBLEY | |||
| UD1 | COMPLETE | 05/14/2018 | 05/16/2018 |
| Note: Released By: MBACON 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 | 05/08/2018 | 05/08/2018 |
| Note: Held By: AMOBLEY Shrubs must wrap both corners of house | |||
| ELEC | COMPLETE | 05/08/2018 | 05/08/2018 |
| Note: Released By: JHINDMAN | |||
| BLD | COMPLETE | 05/08/2018 | 05/08/2018 |
| Note: Released By: JHINDMAN | |||
| UD1 | HOLD | 05/08/2018 | 05/11/2018 |
| Note: Held By: MBACON Both PEP panels must be located on the same side as the PEP tank. Please show both PEP panels located on the same side as the PEP tank. Remove the one on the wrong side. | |||
| UD1 | HOLD | 04/27/2018 | 05/04/2018 |
| Note: Held By: LFITZGERALD PEP Panels 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 | 04/27/2018 | 04/27/2018 |
| Note: Held By: AMOBLEY Landscape plan should state sod type and if irrigation will be installed | |||
| BLD | HOLD | 04/27/2018 | 05/01/2018 |
| Note: Held By: JHINDMAN 1. Provide signed and sealed structural pages. 6th ed. FBC 107.1.2. only s-3 was provided.J. Hindman 986-3784. | |||
| ELEC | HOLD | 04/27/2018 | 04/30/2018 |
| Note: Held By: DREWIS Provide riser diagram. Daniel Rewis 986-4736 | |||
| MECH | COMPLETE | 04/27/2018 | 05/03/2018 |
| Note: Released By: FREODICA | |||
| PLUM | COMPLETE | 04/27/2018 | 05/03/2018 |
| Note: Released By: FREODICA | |||
| SWALE | COMPLETE | 04/16/2018 | 04/25/2018 |
| Note: Released By: TBAKER | |||
| BLD | HOLD | 04/10/2018 | 04/11/2018 |
| Note: Held By: JHINDMAN 1. Provide signed and sealed structural pages. 6th ed. FBC 107.1.2. Identify the locations of the anchors for the truss to wall connections. 6th ed. FBC R 107.3.5.J. Hindman 986-3784. | |||
| ELEC | HOLD | 04/10/2018 | 04/11/2018 |
| Note: Held By: JHINDMAN 1.Provide an electrical riser diagram and electrical load calculations 2014 NEC art 220. J. Hindman 986-3784. | |||
| ENGIN1 | COMPLETE | 04/10/2018 | 04/16/2018 |
| Note: Released By: TBAKER | |||
| MECH | HOLD | 04/10/2018 | 04/12/2018 |
| Note: Held By: FREODICA 1. Energy performance level (EPL) display card shall be signed by thebuilder per FBCEC 6th ed. R401.3. 2. Energy calculations and Energy performance level (EPL) display card shall be correctly/completely filled- out on items 2,3,12 and 13; design location - either St. Agustine or Daytona beach, Jurisdiction for clarity per FBC 6th 107.2.1. F.Reodica -386-986-4734. | |||
| PLUM | HOLD | 04/10/2018 | 04/12/2018 |
| Note: Held By: FREODICA Provide sanitary riser diagram either prepared by design professional or a plumbing contractor with signature and license number per FBC 6th ed. 107.1. F.Reodica -386-986-4734. | |||
| SW1 | COMPLETE | 04/10/2018 | 04/11/2018 |
| Note: Released By: JHINDMAN | |||
| UD1 | HOLD | 04/10/2018 | 04/11/2018 |
| Note: Held By: MBACON 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 | 04/10/2018 | 04/11/2018 |
| Note: Held By: AMOBLEY Landscape plan should state sod type and if irrigation will be installed Ac pad should be screened with 7 gallon shrubs Must have shrubs wrapping both corners of house |
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 | 09/27/2019 |
| REINSPECTION FEE | ¤40.00 | 09/27/2019 |
| NEW RESIDENTIAL INSPECTIONS | ¤770.00 | 05/30/2018 |
| SITE PLAN 20 | ¤20.00 | 05/30/2018 |
| SURCHARGE FS 533.721 | ¤18.37 | 05/30/2018 |
| SURCHARGE - FS 468.631 | ¤27.56 | 05/30/2018 |
| STORM WATER PERMIT FEES | ¤80.00 | 05/30/2018 |
| TRANSPORTATION IMPACT FEE | ¤2,532.00 | 05/30/2018 |
| 3% TRANS IMPACT FEE CREDIT | (¤75.96) | 05/30/2018 |
| ADMIN FEE | ¤20.00 | 05/30/2018 |
| ELECTRIC FEE | ¤291.00 | 05/30/2018 |
| 3% FIRE IMPACT FEE CREDIT | (¤13.13) | 05/30/2018 |
| IMPACT FEE FIRE NONRESIDENTIAL | ¤437.58 | 05/30/2018 |
| IMPACT FEE PARKS | ¤1,698.48 | 05/30/2018 |
| IMPACT FEE SCHOOL | ¤7,200.00 | 05/30/2018 |
| MECHANICAL FEE | ¤291.00 | 05/30/2018 |
| 3% PARKS IMPACT FEE CREDIT | (¤50.95) | 05/30/2018 |
| PLAN CHECK FEE | ¤154.00 | 05/30/2018 |
| PLUMBING FEE | ¤291.00 | 05/30/2018 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤13,770.95 |