I want to search for...
Permit #2023100817
Permit Details
Status: COED
| Parcel Id: 07-11-31-7009-00210-0500 |
| CONDITIONED SPACE: 2526 sqft |
| GARAGE: 711 sqft |
| OPENED PORCH (WITH ROOF) : 368 sqft |
| Total Square Footage: 3605 sqft |
| Block: 00210 |
| Subdivision: 2208 - SECTION 9-FLORIDA PARK |
| Job Phone: 386-931-5741 |
| Location Address: 45 FAIRCASTLE LN |
| Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY |
| Issue Date: 01/09/2024 |
| NOC: RECORDED |
| Applicant name: MICHAEL MARINO HANSEN |
| Owner: JMR III |
|
Address PO BOX 1347 FLAGLER BEACH, FL 32136 |
| Lot: 0500 |
| Contracted Stated Job Value: ¤348,588.00 |
| Job Description: Single Family Residence |
| Type: CN |
Contractor
RBI HOMES
| Status | Location Address | State License Number | Phone |
| ACTIVE |
PO BOX 1347 PALM COAST, FL 32137 |
RB29003877 (Exp: 08/31/2027) | 386-585-4097 |
Sub Contractors
DAVID SCOTT MORRIS
| Status | Location Address | State License Number | Phone |
| INACTIVE |
63 LEIDEL DR PALM COAST, FL 32137 |
ER13015750 (Exp: 08/31/2026) | 386-569-7262 |
WILLIAM ROBERT BARRICK
| Status | Location Address | Mailing Address | State License Number | Phone |
| CANCEL |
50 LEANNI WAY PALM COAST, FL 32137 |
STE E2 PALM COAST, FL 32137 |
RC29027799 (Exp: 08/31/2025) | 229-375-9123 |
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 |
GARY LLOYD SHEFFIELD
| Status | Location Address | State License Number | Phone |
| ACTIVE |
PO BOX 912 PALM COAST, FL 32164 |
CAC1820539 (Exp: 08/31/2026) | 386-264-0550 |
Inspection History
| Type | Request Date | Result | Inspector |
| BLD - BUILDING FINAL | 09/09/2024 | FINAL APPROVED | BTAYLOR |
| U-CROSS CONNECTION | 09/09/2024 | APPROVED | DHANEY |
| ROW - FINAL APRON (AFTER POUR) | 09/09/2024 | APPROVED | PFLANAGAN |
| Note: | |||
| ROW - STORMWATER FINAL | 09/09/2024 | APPROVED - AS NOTED | PFLANAGAN |
| Note: TALKED TO CM ON SITE THERE WAS AREAS ON THE RIGHT VACANT THAT NEEDS SEED AND STRAW AND THE SOD IN THE BACK THERE NEEDS TO BE A 4" GAP FROM SOD TO THE FENCE. HE STATES THAT IT WILL BE TAKEN CARE OF. | |||
| U -UTILITY RESIDENTIAL FINAL | 09/09/2024 | FINAL APPROVED | DHANEY |
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 09/06/2024 | APPROVED | EMADISON |
| ROW FIELD SURVEY /GRADING CERTIFICATION | 09/06/2024 | APPROVED - AS NOTED | EMADISON |
| Note: ** 09/06/24 LEFT SIDE AT PROPERTY LINE NEED TO SOD ALL BARE EARTHMATCH EXISTING SOD OF ADJACENT PROPERTY (REPAIRS MUST BE THE SAME OR OF BETTER QUALITY) ** NEED TO REMOVE STORAGE POD FROM DRIVEWAY BEFORE AFTER POUR INSPECTION CAN BE APPROVED | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 09/05/2024 | Disapproved - NO FEE | EMADISON |
| Note: ** 09/05/24 BETWEEN YOUR POOL DECK AND FENCE LINE ELEVATION SHOTS SHOW YOUR DRAINAGE IS FLOWING BACK TOWARDS YOUR STRUCTURE, THERE NEEDS TO BE POSITIVE FLOW AWAY FROM YOUR STRUCTURE ** FUTURE REFERENCE PROVIDE ADDITIONAL ELEVATION SHOTS ALONG THE EDGE OF PAVEMENT _______________________________________________________________________________________________________________________ 8/28/2024 - PREVIOUS INSPECTION NOTES ** 08/28/24 NEED AN ELEVATION SHOT ALONG REAR OF STRUCTURE IN THE CENTER ** NEED ELEVATION SHOTS AT 10 FT OFF REAR OF STRUCTURE | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 08/28/2024 | Disapproved - NO FEE | EMADISON |
| Note: ** 08/28/24 NEED AN ELEVATION SHOT ALONG REAR OF STRUCTURE IN THE CENTER ** NEED ELEVATION SHOTS AT 10 FT OFF REAR OF STRUCTURE | |||
| ROW- PRE-APRON (PRE-POUR) | 08/08/2024 | APPROVED - AS NOTED | EMADISON |
| Note: ** 08/08/24 CORRECTIONS MADE READY TO SET PAVERS __________________________________________________________________________________________________________________ 8/7/2024 - PREVIOUS INSPECTION NOTES 8/5/2024 - PREVIOUS INSPECTION NOTES ** 08/05/24 THERE NEEDS TO BE A MINIMUM OF 4 INCHES OF COMPACTED PAVER BASE IN DRIVEWAY AND THE SIDEWALK AREA MANY LOCATIONS THERE IS BARELY 1/2 INCH OF BASE SKIMMED OVER DIRT NOT BASE THE COQUINA HAS NO COMPACTIONS _____________________________________________________________________________________________________________________ 7/29/2024 - PREVIOUS INSPECTION NOTES ** 07/29/24 READY TO POUR APRON AND PAVER RESTRAINTS ** At the time of the inspection all minimum city requirements were met. It is the builders responsibility to ensure that nothing changes after this Inspection is approved. This includes but is not limited to, the Culvert Pipe Elevation from the time of the inspection approval to the concrete pour. **MAKE SURE THERE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL ** SCHEDULE NEXT PRE-POUR ONCE PAVER BASE HAS BEEN SPREAD AND COMPACTED ** DO NOT SET PAVERS UNTIL NEXT PRE-POUR HAS BEEN APPROVED _________________________________________________________________________________________________________________ 7/19/2024 - PREVIOUS INSPECTION NOTES ** 07/19/24 NEED TO HAVE A MINIMUM OF 2 INCHES OF CONCRETE OVER THE MITERED ENDS BOTH SIDES OF DRIVEWAY CULVERTS ARE HIGHER THAN FORM BOARDS ** NEED TO BACK FILL OR EXTEND FORMBOARDS TO CONTAIN CONCRETE WITHIN POUR AREA ** NEED TO REVISE SITE PLAN TO SHOW PAVER DRIVEWAY | |||
| ROW- PRE-APRON (PRE-POUR) | 08/07/2024 | CANCELLED BY APPLICANT | EMADISON |
| Note: 8/5/2024 - PREVIOUS INSPECTION NOTES ** 08/05/24 THERE NEEDS TO BE A MINIMUM OF 4 INCHES OF COMPACTED PAVER BASE IN DRIVEWAY AND THE SIDEWALK AREA MANY LOCATIONS THERE IS BARELY 1/2 INCH OF BASE SKIMMED OVER DIRT NOT BASE THE COQUINA HAS NO COMPACTIONS _____________________________________________________________________________________________________________________ 7/29/2024 - PREVIOUS INSPECTION NOTES ** 07/29/24 READY TO POUR APRON AND PAVER RESTRAINTS ** At the time of the inspection all minimum city requirements were met. It is the builders responsibility to ensure that nothing changes after this Inspection is approved. This includes but is not limited to, the Culvert Pipe Elevation from the time of the inspection approval to the concrete pour. **MAKE SURE THERE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL ** SCHEDULE NEXT PRE-POUR ONCE PAVER BASE HAS BEEN SPREAD AND COMPACTED ** DO NOT SET PAVERS UNTIL NEXT PRE-POUR HAS BEEN APPROVED _________________________________________________________________________________________________________________ 7/19/2024 - PREVIOUS INSPECTION NOTES ** 07/19/24 NEED TO HAVE A MINIMUM OF 2 INCHES OF CONCRETE OVER THE MITERED ENDS BOTH SIDES OF DRIVEWAY CULVERTS ARE HIGHER THAN FORM BOARDS ** NEED TO BACK FILL OR EXTEND FORMBOARDS TO CONTAIN CONCRETE WITHIN POUR AREA ** NEED TO REVISE SITE PLAN TO SHOW PAVER DRIVEWAY | |||
| ROW- PRE-APRON (PRE-POUR) | 08/05/2024 | Disapproved -FEE REQUIRED | EMADISON |
| Note: ** 08/05/24 THERE NEEDS TO BE A MINIMUM OF 4 INCHES OF COMPACTED PAVER BASE IN DRIVEWAY AND THE SIDEWALK AREA MANY LOCATIONS THERE IS BARELY 1/2 INCH OF BASE SKIMMED OVER DIRT NOT BASE THE COQUINA HAS NO COMPACTIONS _____________________________________________________________________________________________________________________ 7/29/2024 - PREVIOUS INSPECTION NOTES ** 07/29/24 READY TO POUR APRON AND PAVER RESTRAINTS ** At the time of the inspection all minimum city requirements were met. It is the builders responsibility to ensure that nothing changes after this Inspection is approved. This includes but is not limited to, the Culvert Pipe Elevation from the time of the inspection approval to the concrete pour. **MAKE SURE THERE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL ** SCHEDULE NEXT PRE-POUR ONCE PAVER BASE HAS BEEN SPREAD AND COMPACTED ** DO NOT SET PAVERS UNTIL NEXT PRE-POUR HAS BEEN APPROVED _________________________________________________________________________________________________________________ 7/19/2024 - PREVIOUS INSPECTION NOTES ** 07/19/24 NEED TO HAVE A MINIMUM OF 2 INCHES OF CONCRETE OVER THE MITERED ENDS BOTH SIDES OF DRIVEWAY CULVERTS ARE HIGHER THAN FORM BOARDS ** NEED TO BACK FILL OR EXTEND FORMBOARDS TO CONTAIN CONCRETE WITHIN POUR AREA ** NEED TO REVISE SITE PLAN TO SHOW PAVER DRIVEWAY | |||
| ROW- PRE-APRON (PRE-POUR) | 07/29/2024 | PARTIALLY APPROVED | EMADISON |
| Note: ** 07/29/24 READY TO POUR APRON AND PAVER RESTRAINTS ** At the time of the inspection all minimum city requirements were met. It is the builders responsibility to ensure that nothing changes after this Inspection is approved. This includes but is not limited to, the Culvert Pipe Elevation from the time of the inspection approval to the concrete pour. **MAKE SURE THERE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL ** SCHEDULE NEXT PRE-POUR ONCE PAVER BASE HAS BEEN SPREAD AND COMPACTED ** DO NOT SET PAVERS UNTIL NEXT PRE-POUR HAS BEEN APPROVED _________________________________________________________________________________________________________________ 7/19/2024 - PREVIOUS INSPECTION NOTES ** 07/19/24 NEED TO HAVE A MINIMUM OF 2 INCHES OF CONCRETE OVER THE MITERED ENDS BOTH SIDES OF DRIVEWAY CULVERTS ARE HIGHER THAN FORM BOARDS ** NEED TO BACK FILL OR EXTEND FORMBOARDS TO CONTAIN CONCRETE WITHIN POUR AREA ** NEED TO REVISE SITE PLAN TO SHOW PAVER DRIVEWAY | |||
| ROW- PRE-APRON (PRE-POUR) | 07/19/2024 | Disapproved -FEE REQUIRED | EMADISON |
| Note: ** 07/19/24 NEED TO HAVE A MINIMUM OF 2 INCHES OF CONCRETE OVER THE MITERED ENDS BOTH SIDES OF DRIVEWAY CULVERTS ARE HIGHER THAN FORM BOARDS ** NEED TO BACK FILL OR EXTEND FORMBOARDS TO CONTAIN CONCRETE WITHIN POUR AREA ** NEED TO REVISE SITE PLAN TO SHOW PAVER DRIVEWAY | |||
| ROW- PAVER RESTRAINTS | 07/19/2024 | APPROVED | EMADISON |
| Note: ** 07/19/24 READY TO POUR PAVER RESTRAINTS ONLY ** At the time of the inspection all minimum city requirements were met. It is the builders responsibility to ensure that nothing changes after this Inspection is approved. This includes but is not limited to, the Culvert Pipe Elevation from the time of the inspection approval to the concrete pour. **MAKE SURE THERE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL | |||
| ELECTRIC - EARLY POWER | 07/10/2024 | APPROVED | RMARTIN |
| ELECTRIC - EARLY POWER | 07/09/2024 | CANCELLED BY APPLICANT | WEB |
| ROW- PROJECT STATUS | 07/01/2024 | APPROVED | PFLANAGAN |
| Note: MEET WITH JIM AND GRADER ON SITE TO LOOK AT THE GRADE FOR THE LOT WITH THE POOL. TOLD THEM TO REVISE THE SITE PLAN TO SHOW THE POOL WITH THE NEW GRADING OF THE LOT. WILL NEED TO MAKE THE DRAINAGE PATTERN IN THE MIDDLE THE BETWEEN THE POOL AND THE 5' EASEMENT THEN A 4:1 SLOPE TO THE BACK FENCE. | |||
| GRAVITY SEWER TEST | 06/26/2024 | APPROVED - AS NOTED | MGIBSON |
| Note: THIS WAS A VIRTUAL INSPECTION | |||
| SEWER TIE IN | 06/26/2024 | APPROVED - AS NOTED | MGIBSON |
| Note: THIS WAS A VIRTUAL INSPECTION | |||
| LATH/BRICK/ WATER BARRIER | 05/02/2024 | APPROVED | JWALKER |
| INSULATION | 04/30/2024 | APPROVED | FWILLIS |
| ALL ROUGH | 04/26/2024 | APPROVED | JWALKER |
| WALL SHEATHING | 04/04/2024 | APPROVED | JSTEWART |
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 04/04/2024 | APPROVED - AS NOTED | JSTEWART |
| Note: 4/4/24- 1. HTT4 tie downs at Truss a01 not complete. per plans 2. Missing MGT at Truss A18 per plans will check at all rough. | |||
| ROOF VALLEY & METAL | 04/04/2024 | APPROVED | JSTEWART |
| FOUND SURVEY APPROVED (OFFICE) | 04/03/2024 | APPROVED | TBAKER |
| TIE BEAM / LINTEL | 03/01/2024 | APPROVED | AGAETANO |
| Note: 2/29/2024 - PREVIOUS INSPECTION NOTES Inspector Notes from Inspection 2250 2/14/24: At the time of Inspection all of the requirements for the Monolithic Slab as detailed on the plans have been met. It is the sole responsibility of the Contractor to assure that everything remains the same. Please add address to the Permit Box until it can be added to the main structure as required. *** FBC- [F] 501.2 - Address identification. New and existing buildings shall be provided with approved address identification. The address identification shall be legible and placed in a position that it is visible from the street or road fronting the property. Address identification characters shall contrast with their background. Each character shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 1/2" (12.7mm). Address Identification shall be maintained. 02-29-2024 1. Multiple rebar not proper distance from CMU. Check all. 2. Please post address. | |||
| TIE BEAM / LINTEL | 02/29/2024 | Disapproved - NO FEE | AGAETANO |
| Note: Inspector Notes from Inspection 2250 2/14/24: At the time of Inspection all of the requirements for the Monolithic Slab as detailed on the plans have been met. It is the sole responsibility of the Contractor to assure that everything remains the same. Please add address to the Permit Box until it can be added to the main structure as required. *** FBC- [F] 501.2 - Address identification. New and existing buildings shall be provided with approved address identification. The address identification shall be legible and placed in a position that it is visible from the street or road fronting the property. Address identification characters shall contrast with their background. Each character shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 1/2" (12.7mm). Address Identification shall be maintained. 02-29-2024 1. Multiple rebar not proper distance from CMU. Check all. 2. Please post address. | |||
| MONOLITHIC SLAB | 02/14/2024 | APPROVED - AS NOTED | RSIMS |
| Note: 2/14/24: At the time of Inspection all of the requirements for the Monolithic Slab as detailed on the plans have been met. It is the sole responsibility of the Contractor to assure that everything remains the same. Please add address to the Permit Box until it can be added to the main structure as required. *** FBC- [F] 501.2 - Address identification. New and existing buildings shall be provided with approved address identification. The address identification shall be legible and placed in a position that it is visible from the street or road fronting the property. Address identification characters shall contrast with their background. Each character shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 1/2" (12.7mm). Address Identification shall be maintained. | |||
| PLUMBING 1ST ROUGH UNDERGROUND | 02/09/2024 | APPROVED | MGIBSON |
| WATER METER INSTALLATION REQUEST | 01/19/2024 | APPROVED | BVITALE |
| WILDLIFE CHECK - ENVIRONMENTAL | 01/03/2024 | APPROVED | DRODRIGUEZ |
Review History
| Department | Status | Date In | Date Out |
| MECH | COMPLETE | 08/28/2024 | 09/04/2024 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 07/25/2024 | 07/25/2024 |
| Note: Released By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM had to re upload splan as it would not let me stamp it. has submitted site plans twice today | |||
| SW1 | COMPLETE | 07/25/2024 | 07/26/2024 |
| Note: Released By: JOHN HOWARD - - JHOWARD@PALMCOASTGOV.COM SW1 completed review is contingent on stormwater inspector's approval of the final survey. A failed final survey inspection and/or a revised site plan indicating any significant change in drainage patterns and elevations negatively impacting neighboring lots, or the structure will result in a HOLD | |||
| ENGIN1 | COMPLETE | 07/25/2024 | 07/26/2024 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 07/25/2024 | 07/25/2024 |
| Note: Released By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM submitting another copy of the revised site plan so restamped | |||
| ZON | HOLD | 07/24/2024 | 07/24/2024 |
| Note: Held By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM site plan missing rear set backs | |||
| SW1 | HOLD | 07/24/2024 | 07/25/2024 |
| Note: Held By: JOHN HOWARD - - JHOWARD@PALMCOASTGOV.COM 1) 13' circular driveway missing apron width at edge of pavement 2) The revised site plan should show the elevations and distance values more clearly | |||
| ZON | HOLD | 07/23/2024 | 07/23/2024 |
| Note: Held By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM revised site plan submitted missing rear setback | |||
| ZON | HOLD | 07/22/2024 | 07/22/2024 |
| Note: Held By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM Pleasebring in the originals for the ROW agreement for recording | |||
| SW1 | HOLD | 07/22/2024 | 07/24/2024 |
| Note: Held By: JOHN HOWARD - - JHOWARD@PALMCOASTGOV.COM Previous comment not addressed: Please provide driveway apron width at edge of pavement for the smaller circular driveway. Most recent site plan submission is difficult to clearly see elevations and some dimensions. Please submit a clear revised site plan. | |||
| ZON | HOLD | 07/22/2024 | 07/23/2024 |
| Note: Held By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM Documents that were brought in are not originals please provide originals | |||
| ENGIN1 | COMPLETE | 07/22/2024 | 07/23/2024 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 07/15/2024 | 07/15/2024 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| SW1 | HOLD | 07/15/2024 | 07/22/2024 |
| Note: Held By: JOHN HOWARD - - JHOWARD@PALMCOASTGOV.COM For the circular driveway, please provide the apron width at edge of pavement | |||
| ZON | HOLD | 07/15/2024 | 07/15/2024 |
| Note: Held By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM Pool Does not meet the 10ft rear setback. | |||
| BADMIN | INFORMATION | 07/12/2024 | 07/12/2024 |
| Note: Marked INFORMATION By: BARBIE BEMBRY - (386)986-3780 - BUILDINGDIVISION@PALMCOASTGOV.COM Rename your file correctly. indidate on the submission sheet what the revision affect/are for. | |||
| ZON | COMPLETE | 04/02/2024 | 04/02/2024 |
| Note: Released By: SCOTT THOMAS - (386)986-3780 - STHOMAS@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 04/02/2024 | 04/03/2024 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 03/25/2024 | 03/25/2024 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| ZON | HOLD | 03/25/2024 | 03/25/2024 |
| Note: Held By: LIBBY MUSGROVE - (386)986-3780 - LMUSGROVE@PALMCOASTGOV.COM Concrete slab on right side of home cannot be in the easement. | |||
| BLD | COMPLETE | 01/19/2024 | 01/19/2024 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| ELEC | COMPLETE | 01/19/2024 | 01/19/2024 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| BLD | COMPLETE | 01/15/2024 | 01/17/2024 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| BLD | HOLD | 01/10/2024 | 01/12/2024 |
| Note: Held By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM Complete truss plan packet cover sheet or first page to include the design professional of record (building design engineer or architect) approval stamp indicating acceptance and approval of truss design (Not wet seal) | |||
| ELEC | COMPLETE | 01/05/2024 | 01/05/2024 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| ELEC | HOLD | 01/03/2024 | 01/03/2024 |
| Note: Held By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM 1. Can not read the electrical load calcs. | |||
| PLENV | COMPLETE | 01/03/2024 | 01/03/2024 |
| Note: Released By: DYLAN RODRIGUEZ - - DRODRIGUEZ@PALMCOASTGOV.COM After action report was submitted and accepted by FWC meeting the requirements for 10.04.01 of the LDC. Staff suggests placing silt fence as soon as possible to prevent tortoise from moving into the lot. If any gopher tortoises are located in the future further coordination may be necessary. | |||
| MECH | CANCEL | 01/03/2024 | 01/05/2024 |
| PLENV | HOLD | 10/19/2023 | 10/23/2023 |
| Note: Held By: DYLAN RODRIGUEZ - - DRODRIGUEZ@PALMCOASTGOV.COM Staff conduced a site visit on 10/23/23 and found potentially occupied Gopher Tortoise burrow. Please either provide a Gopher Tortoise survey by a QEP that shows the burrow is not within 25ft of construction activities or an approved After Action Report from FWC after relocation activities have been completed. | |||
| SWALE | COMPLETE | 10/19/2023 | 12/07/2023 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| BLD | COMPLETE | 10/18/2023 | 10/23/2023 |
| Note: Released By: JPI | |||
| CUSVC | COMPLETE | 10/18/2023 | 10/20/2023 |
| Note: Released By: CYNTHIA SCHWEERS - - CSCHWEERS@PALMCOASSTGOV.COM | |||
| ELEC | HOLD | 10/18/2023 | 10/19/2023 |
| Note: Held By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM 1. Can not read the electrical load calcs. | |||
| ENGIN1 | COMPLETE | 10/18/2023 | 10/19/2023 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| GAS | CANCEL | 10/18/2023 | 10/20/2023 |
| LOCATE | COMPLETE | 10/18/2023 | 10/20/2023 |
| Note: Released By: CANDACE BOWERMASTER - - CBOWERMASTER@PALMCOASTGOV.COM | |||
| MECH | COMPLETE | 10/18/2023 | 10/20/2023 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| SW1 | COMPLETE | 10/18/2023 | 10/25/2023 |
| Note: Released By: GABRIEL BERTOLA - (386)986-7660 - GBERTOLA@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 10/18/2023 | 10/19/2023 |
| Note: Released By: KATIE TAING - (386)986-3751 - KTAING@PALMCOASTGOV.COM | |||
| BADMIN | COMPLETE | 10/18/2023 | 10/23/2023 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM |
Fees & Payments
(Permit is not ready for pickup until the permit has been processed and fees appear)
| Description | Amount Due | Date Paid |
| PLAN REVIEW - REVISION | ¤32.50 | 09/09/2024 |
| SW ENG REINSPECTION 20 | ¤20.00 | 08/26/2024 |
| SW ENG REINSPECTION 30 | ¤30.00 | 08/26/2024 |
| SW ENG REINSPECTION 30 | ¤30.00 | 08/26/2024 |
| CONTRACTOR CHANGE | ¤20.00 | 08/26/2024 |
| RECORDING FEE REIMBURSE DOC | ¤44.00 | 08/26/2024 |
| CONTRACTOR CHANGE | ¤20.00 | 07/29/2024 |
| SW ENG REINSPECTION 20 | ¤20.00 | 07/29/2024 |
| SW ENG REINSPECTION 30 | ¤30.00 | 07/29/2024 |
| CONNECTION FEES | ¤1,166.26 | 01/09/2024 |
| WATER-METER | ¤505.39 | 01/09/2024 |
| WATER- TURN ON | ¤25.00 | 01/09/2024 |
| WATER- TURN ON | ¤25.00 | 01/09/2024 |
| ADJUSTMENT 50% | (¤630.99) | 01/09/2024 |
| ADMINISTRATIVE RESIDENTIAL | ¤30.00 | 01/09/2024 |
| INSPECTION - RESIDENTIAL | ¤959.75 | 01/09/2024 |
| PLAN REVIEW - RESIDENTIAL | ¤272.22 | 01/09/2024 |
| SW ENG - REVIEW 20 | ¤20.00 | 01/09/2024 |
| SW ENG RES REVIEW 200 | ¤200.00 | 01/09/2024 |
| SEWER INSPECTION | ¤25.00 | 01/09/2024 |
| SEWER CAPITAL FACILITY | ¤5,344.82 | 01/09/2024 |
| WATER CAPITAL FACILITY FEE | ¤3,923.88 | 01/09/2024 |
| SITE PLAN 30 | ¤30.00 | 01/09/2024 |
| FC IMPACT FEE EMS | ¤62.00 | 01/09/2024 |
| IMPACT FEE FIRE | ¤428.09 | 01/09/2024 |
| FC IMPACT FEE LAW ENFORCEMENT | ¤218.00 | 01/09/2024 |
| FC IMPACT FEE LIBRARY | ¤268.00 | 01/09/2024 |
| IMPACT FEE PARKS | ¤1,800.99 | 01/09/2024 |
| IMPACT FEE SCHOOL | ¤5,450.00 | 01/09/2024 |
| IMPACT FEE TRANSPORTATION | ¤1,812.00 | 01/09/2024 |
| WATER -IRRIGATION INSPECTION | ¤25.00 | 01/09/2024 |
| WATER -IRRIGATION INSPECTION | ¤25.00 | 01/09/2024 |
| SURCHARGE FS 533.721 | ¤3.59 | 01/09/2024 |
| SURCHARGE - FS 468.631 | ¤5.38 | 01/09/2024 |
| SW ENG - FOUNDATION SURVEY | ¤20.00 | 01/09/2024 |
| SW ENG INSPECTION 80 | ¤80.00 | 01/09/2024 |
| SW ENG PRE APRON | ¤30.00 | 01/09/2024 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤22,370.88 |