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Permit #2017080259
Permit Details
Status: COED
| Parcel Id: 07-11-31-7023-00480-0120 |
| CONDITIONED SPACE: 1959 sqft |
| GARAGE: 750 sqft |
| OPENED PORCH (WITH ROOF) : 470 sqft |
| OPENED PORCH (WITH ROOF) : 40 sqft |
| Total Square Footage: 3219 sqft |
| Block: 00480 |
| Subdivision: 2191 - SECTION 23-WYNNFIELD |
| Job Phone: 386-931-1725 |
| Location Address: 26 WHITE DOVE LN |
| Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY |
| Issue Date: 10/10/2017 |
| NOC: RECORDED |
| Applicant name: JOSEPH ALEIXO PORTAL |
| Owner: CLARKE JOHN M & JOANNE H&W |
|
Address 1220 W SORRENTO DRIVE CITRUS SPRINGS, FL 34434 |
| Lot: 0120 |
| Contracted Stated Job Value: ¤140,000.00 |
| Job Description: SINGLE FAMILY RESIDENCE |
| Type: CN |
Contractor
SWEETWATER CUSTOM HOMES INC.
| Status | Location Address | State License Number | Phone | Fax |
| INACTIVE |
1105 LAMBERT AVENUE FLAGLER BEACH, FL 32136 |
CBC1252965 (Exp: 08/31/2024) | 386-931-1725 | 386-439-4676 |
Sub Contractors
CHARLES K DAVIS
| Status | Location Address | State License Number | Phone |
| ACTIVE |
3000 E MOODY BLVD BLDG 2 BUNNELL , FL 32110 |
EC13004270 (Exp: 08/31/2026) | 386-931-6614 |
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 |
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 |
JAMES ALLEN TAYLOR
| Status | Location Address | State License Number | Phone | Fax |
| CANCEL |
265 TYMBER CREEK ROAD ORMOND BEACH, FL 32174 |
CCC1326819 (Exp: 08/31/2022) | (386)290-0281 | (386)673-5216 |
Inspection History
| Type | Request Date | Result | Inspector |
| BLD - BUILDING FINAL | 11/29/2018 | APPROVED | MWILLIAMS |
| U -UTILITY RESIDENTIAL FINAL | 11/29/2018 | FINAL APPROVED | LFITZGERALD |
| ROW - FINAL INSPECTION | 11/27/2018 | FINAL APPROVED | KHOWELL |
| ROW - FINAL APRON (AFTER POUR) | 11/27/2018 | APPROVED | KHOWELL |
| ROW - FINAL APRON (AFTER POUR) | 11/14/2018 | Disapproved -FEE REQUIRED | KHOWELL |
| Note: THERE ARE NO FOTTERS POURED AT THE ENDS OF THE MITERED END SECTIONS, A PRE-POUR INSPECTION WILL BE ADDED BACK TO INSPECTION DOC'S | |||
| FINAL SURVEY (OFFICE USE ONLY) | 11/05/2018 | APPROVED | DREWIS |
| ROW - DRAINAGE | 10/17/2018 | APPROVED | CTROHA |
| Note: I DID A FIELD INSPECTION OF THE SWALE AND I MET WITH PHIL ON SITE I DROPPED THE ELEVATION ON THE RIGHT SIDE PROPERTY LINE TO 25.90 | |||
| ROW- PRE-APRON (PRE-POUR) | 08/22/2018 | APPROVED | RGROSS |
| Note: READY TO POUR | |||
| ELECTRIC - EARLY POWER | 08/22/2018 | APPROVED - AS NOTED | RMARTIN |
| Note: SPOKE TO SUSAN FPL RELEASED EARLY POWER 11:00 | |||
| ROW- PRE-APRON (PRE-POUR) | 08/10/2018 | Disapproved -FEE REQUIRED | CTROHA |
| Note: 27' PROPOSED DRIVEWAY ACTUAL IS 28' NEED TO REVISE SITE PLAN OR BUILD TO PROPOSED | |||
| ROW- PRE-APRON (PRE-POUR) | 08/09/2018 | Disapproved -FEE REQUIRED | KHOWELL |
| Note: 1. STRAIGHTEN OUT THE PIPE MITERS 2. MITERED END SETIONS NOT FORMED PER CITY STANDARD DETAIL 3. COMPACT PAD AREA 4. SITE PLAN CALLS OUT 27' DRIVEWAY IT IS FORMED AT 28'-6" 5. NEED A MINIMUM OF 6" FROM THE EDGE OF DRIVEWAY TO THE CULVERT OPENING 6. CONCRETE IS NOT ALLOWED TO BE POURED PAST THE END OF FORM BOARDS ON END OF CULVERT INTO THE SWALE AREA | |||
| U - SEWER TIE IN | 07/25/2018 | APPROVED | LFITZGERALD |
| GRAVITY SEWER TEST | 07/25/2018 | APPROVED | JGIBSON |
| LATH/BRICK/ WATER BARRIER | 05/18/2018 | APPROVED | WMILLER |
| INSULATION | 05/09/2018 | APPROVED | WMILLER |
| Note: DEFICIENCIES NOTED PRIOR BY INSPECTOR JC RESOLVED | |||
| INSULATION | 05/08/2018 | Disapproved -FEE REQUIRED | JCOLASANTI |
| Note: THE water supply system or a section of it, the system or portion completed shall be tested and proved tight under a water pressure of not less 50psi for not less than 15min.FBC2503.7 | |||
| ROOF VALLEY & METAL | 04/25/2018 | APPROVED | JCOLASANTI |
| ALL ROUGH | 04/24/2018 | APPROVED - AS NOTED | JCOLASANTI |
| Note: need presure on water line.....seal HVAC chase (check at insulation | |||
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 04/18/2018 | APPROVED | WMILLER |
| ALL ROUGH | 04/03/2018 | Disapproved - NO FEE | WMILLER |
| Note: must pass roof sheathing braces ties downcells prior | |||
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 04/03/2018 | Disapproved -FEE REQUIRED | WMILLER |
| Note: 1. POST TO BEAM ON BACK PORCH CALLS FOR 2 SIMPSON 42 2. LOOSE SHEATHING A9SEE HIGHLIGHTED ON ENGENEERING TRUSS LAYOUT) 3. TRUSS BLOCKING REQUIRED WHERE SHEATHING SPANS MORE THAN 24 inches. (PER MANUFACTURER SPECS ON ENGINEERED SHEATHING) (OR SUPPLY MANUFACTURER SPECS FOR APPLICATION USED) 4. CONTINUOUS LOAD PATH 26 R301,2.1 OVERFRAMING NOT TIED TO STRUCTURAL MEMBERS BENEATH 5. ADDITIONAL STRAPPING AS REQUIRED FOR MULTI MEMBER GIRDERS 6. STRAPS AS REQUIRED PER BEARING WALL DETAIL | |||
| TIE BEAM / LINTEL | 01/17/2018 | APPROVED | JCOLASANTI |
| FOUND SURVEY APPROVED (OFFICE) | 01/16/2018 | APPROVED | DREWIS |
| MONOLITHIC SLAB | 12/12/2017 | APPROVED | JCOLASANTI |
| Note: per contractor | |||
| PRE-POUR | 12/11/2017 | CANCELLED BY INSPECTOR | CMINI |
| Note: this is not a required inspection, need to call what was issued. | |||
| PLUMBING 1ST ROUGH UNDERGROUND | 12/05/2017 | APPROVED | JGIBSON |
Review History
| Department | Status | Date In | Date Out |
| SW1 | COMPLETE | 11/01/2018 | 11/05/2018 |
| Note: Released By: DREWIS Final S | |||
| ENGIN1 | COMPLETE | 08/13/2018 | 08/14/2018 |
| Note: Released By: TBAKER | |||
| SW1 | COMPLETE | 08/13/2018 | 08/13/2018 |
| Note: Released By: DREWIS | |||
| UD1 | COMPLETE | 08/10/2018 | 08/17/2018 |
| Note: Released By: MBACON | |||
| ZON | COMPLETE | 08/10/2018 | 08/13/2018 |
| Note: Released By: AMOBLEY | |||
| BLD | COMPLETE | 08/03/2018 | 08/07/2018 |
| Note: Released By: JHINDMAN | |||
| ZON | COMPLETE | 08/03/2018 | 08/06/2018 |
| Note: Released By: AMOBLEY | |||
| SW1 | COMPLETE | 06/27/2018 | 07/02/2018 |
| Note: Released By: DREWIS | |||
| ELEC | COMPLETE | 03/28/2018 | 03/28/2018 |
| Note: Released By: DREWIS | |||
| SW1 | COMPLETE | 01/12/2018 | 01/16/2018 |
| Note: Released By: DREWIS foundation s | |||
| BLD | COMPLETE | 12/04/2017 | 12/08/2017 |
| Note: Released By: JHINDMAN | |||
| ELEC | COMPLETE | 12/04/2017 | 12/08/2017 |
| Note: Released By: DREWIS | |||
| ZON | COMPLETE | 10/06/2017 | 10/09/2017 |
| Note: Released By: TAWILLIAMS | |||
| UD1 | COMPLETE | 10/04/2017 | 10/09/2017 |
| 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 | 10/04/2017 | 10/05/2017 |
| Note: Held By: TAWILLIAMS 1) Landscaping plan needs to show existing trees on natural area (please make sure it states type of trees) 2) Need termination of easement packet | |||
| MECH | COMPLETE | 10/04/2017 | 10/09/2017 |
| Note: Released By: FREODICA | |||
| BLD | COMPLETE | 10/04/2017 | 10/04/2017 |
| Note: Released By: JHINDMAN | |||
| ZON | HOLD | 09/27/2017 | 09/29/2017 |
| Note: Held By: TAWILLIAMS Repeat Comments 1. Floor plan calculation table should show entry square footage and the total 2. Right side of house should have banding around windows...It will be highly visible from road 3. Please provide a new survey with all easements including the easement they are terminating with the proposed structure 4. Permit will be pending until all paperwork is done and easement is released | |||
| UD1 | HOLD | 09/27/2017 | 09/29/2017 |
| Note: Held By: MBACON 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. | |||
| ELEC | COMPLETE | 09/27/2017 | 09/28/2017 |
| Note: Released By: DREWIS Informational note: Please provide panel riser diagram for future permits. | |||
| MECH | HOLD | 09/27/2017 | 09/29/2017 |
| Note: Held By: FREODICA Repeat comment on item 1: 1. Total cooling capacity of selected hvac units shall not be less than the calculated total cooling load per FBCEC 5th ed. R403.6.1.1. Note: Calculated cooling load = 37,601 Btu/hr Capacity of hvac unit = 35,615 Btu/hr, | |||
| BLD | COMPLETE | 08/08/2017 | 08/17/2017 |
| Note: Released By: RLEE | |||
| ELEC | HOLD | 08/08/2017 | 08/17/2017 |
| Note: Held By: RLEE Released By: RLEE Provide calculations that pertain to the house. Wrong calculations provided. Contractor signing calcualtions is not contractor provided for work. Must be same. | |||
| ENGIN1 | COMPLETE | 08/08/2017 | 08/22/2017 |
| Note: Released By: TBAKER | |||
| MECH | HOLD | 08/08/2017 | 08/17/2017 |
| Note: Held By: FREODICA 1. Total cooling capacity of selected hvac units shall not be less than the calculated total cooling load per FBCEC 5th ed. R403.6.1.1. 2. Energy calculations page i of 6 shall be signed by owner/agent per FBC 5th ed. 107.2.1. F.Reodica -386-986-4734. | |||
| PLUM | COMPLETE | 08/08/2017 | 08/17/2017 |
| Note: Released By: FREODICA | |||
| SW1 | COMPLETE | 08/08/2017 | 08/17/2017 |
| Note: Released By: RLEE | |||
| UD1 | HOLD | 08/08/2017 | 08/14/2017 |
| 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 | 08/08/2017 | 08/08/2017 |
| Note: Held By: AMOBLEY 1. Must have at least four shrubs along each side of house 2. Floor plan calculation table should show entry square footage and the total 3. Right side of house should have banding around windows...It will be highly visible from road 4. Please provide a color swatch of exterior house color 5. Please provide a new survey with all easements including the easement they are terminating with the proposed structure 6. Permit will be pending until all paperwork is done and easement is released |
Fees & Payments
(Permit is not ready for pickup until the permit has been processed and fees appear)
| Description | Amount Due | Date Paid |
| RECORDING FEE REIMBURSE DOC | ¤35.50 | 11/30/2018 |
| REVISION | ¤40.00 | 11/30/2018 |
| REVISION | ¤40.00 | 11/30/2018 |
| REVISION | ¤40.00 | 11/30/2018 |
| REVISION | ¤40.00 | 11/30/2018 |
| REINSPECTION FEE | ¤40.00 | 11/30/2018 |
| REINSPECTION FEE | ¤40.00 | 11/30/2018 |
| REINSPECTION FEE | ¤40.00 | 11/30/2018 |
| REINSPECTION FEE | ¤40.00 | 11/30/2018 |
| REINSPECTION FEE | ¤40.00 | 11/30/2018 |
| NEW RESIDENTIAL INSPECTIONS | ¤540.00 | 10/10/2017 |
| SITE PLAN 20 | ¤20.00 | 10/10/2017 |
| SURCHARGE FS 533.721 | ¤13.54 | 10/10/2017 |
| SURCHARGE - FS 468.631 | ¤20.31 | 10/10/2017 |
| STORM WATER PERMIT FEES | ¤80.00 | 10/10/2017 |
| IMPACT FEE TRANSPORTATION | ¤3,124.67 | 10/10/2017 |
| MECHANICAL FEE | ¤222.00 | 10/10/2017 |
| PLAN CHECK FEE | ¤108.00 | 10/10/2017 |
| PLUMBING FEE | ¤222.00 | 10/10/2017 |
| ADMIN FEE | ¤20.00 | 10/10/2017 |
| ELECTRIC FEE | ¤222.00 | 10/10/2017 |
| IMPACT FEE FIRE NONRESIDENTIAL | ¤218.79 | 10/10/2017 |
| IMPACT FEE PARKS | ¤849.24 | 10/10/2017 |
| IMPACT FEE SCHOOL | ¤3,600.00 | 10/10/2017 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤9,656.05 |