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Permit #2023011061
Permit Details
Status: COED
| Parcel Id: 07-11-31-7032-00040-0110 |
| CONDITIONED SPACE: 2295 sqft |
| GARAGE: 538 sqft |
| OPENED PORCH (WITH ROOF) : 201 sqft |
| OPENED PORCH (WITH ROOF) : 229 sqft |
| Total Square Footage: 3263 sqft |
| Block: 00040 |
| Subdivision: 2155 - SECTION 32-ROYAL PALMS |
| Job Phone: 912-258-2201 |
| Location Address: 19 ROUND THORN DR |
| Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY |
| Issue Date: 02/15/2023 |
| NOC: RECORDED |
| Applicant name: JAMES FUCETOLA III |
| Owner: PALM COAST COMMUNITIES LLC |
|
Address PO BOX 22547 ST SIMONS ISLAND, GA 31522 |
| Lot: 0110 |
| Contracted Stated Job Value: ¤215,000.00 |
| Job Description: Single Family Residence |
| Type: CN |
Contractor
PALM COAST COMMUNITIES LLC
| Status | Location Address | State License Number | Phone |
| INACTIVE |
PO BOX 22547 PALM COAST, FL 32164 |
CBC1262878 (Exp: 08/31/2026) | 321-501-4617 |
Sub Contractors
WILLIAM FRANK DUDLEY JR.
| Status | Location Address | State License Number | Phone |
| ACTIVE |
P.O. BOX 978 Bunnell, FL 32110 |
EC0003177 (Exp: 08/31/2026) | (386)437-3068 |
OLEG BELINSKIY
| Status | Location Address | State License Number | Phone |
| ACTIVE |
19 PINE CIRCLE DRIVE19 PALM COAST, FL 32167 |
CCC1325974 (Exp: 08/31/2026) | 386-263-7906 |
GARY LLOYD SHEFFIELD
| Status | Location Address | State License Number | Phone |
| ACTIVE |
48 EAGLE LAKES DRIVE FLAGLER BEACH, FL 32136 |
CAC048127 (Exp: 08/31/2026) | 386-597-3280 |
JEFFREY TROY SABAKA
| Status | Location Address | State License Number | Phone | Fax |
| ACTIVE |
2191 DEERWOOD ACRES DR ST AUGUSTINE, FL 32084 |
CFC1427439 (Exp: 08/31/2026) | 904-838-2218 | 904-819-0965 |
Inspection History
| Type | Request Date | Result | Inspector |
| BLD - BUILDING FINAL | 09/28/2023 | FINAL APPROVED | BTAYLOR |
| U-CROSS CONNECTION | 09/15/2023 | APPROVED - AS NOTED | LFITZGERALD |
| Note: has potable irrigation with DBL check -no cross connection | |||
| ROW - FINAL APRON (AFTER POUR) | 09/15/2023 | APPROVED | FSLADISH |
| Note: 09/15/23 PIPE IS GOOD. CUTS MADE. CULVERT CLEAR. HOT PATCH COMPLETED. At the time of the inspection all minimum city requirements were met. It is the builders responsibiliy to ensure that nothing changes after this Inspection is approved. ________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9465 09/12/23 NEED TO REMOVE THE SHRUB AND BARK MULCH AND PUT DOWN SOD MATCHED TO GRADE INSTEAD ON THE LEFT SIDE AT THE AC UNIT BEFORE ROW FINAL. IT IS NOT ALLOWING THE WATER TO DRAIN PAST IT AS SHOWN IN THE FINAL SURVEY. APPROVING AS NOTED. | |||
| ROW - STORMWATER FINAL | 09/15/2023 | APPROVED | FSLADISH |
| Note: 09/15/23 REQUESTED CORRECTION MADE. LOOKED GOOD AT THE TIME OF THIS INSPECTION. At the time of the inspection all minimum city requirements were met. It is the builders responsibiliy to ensure that nothing changes after this Inspection is approved. Inspector Notes from Inspection 9465 09/12/23 NEED TO REMOVE THE SHRUB AND BARK MULCH AND PUT DOWN SOD MATCHED TO GRADE INSTEAD ON THE LEFT SIDE AT THE AC UNIT BEFORE ROW FINAL. IT IS NOT ALLOWING THE WATER TO DRAIN PAST IT AS SHOWN IN THE FINAL SURVEY. APPROVING AS NOTED. | |||
| U -UTILITY RESIDENTIAL FINAL | 09/15/2023 | FINAL APPROVED | LFITZGERALD |
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 09/12/2023 | APPROVED | FSLADISH |
| ROW FIELD SURVEY /GRADING CERTIFICATION | 09/12/2023 | APPROVED - AS NOTED | FSLADISH |
| Note: 09/12/23 NEED TO REMOVE THE SHRUB AND BARK MULCH AND PUT DOWN SOD MATCHED TO GRADE INSTEAD ON THE LEFT SIDE AT THE AC UNIT BEFORE ROW FINAL. IT IS NOT ALLOWING THE WATER TO DRAIN PAST IT AS SHOWN IN THE FINAL SURVEY. APPROVING AS NOTED. | |||
| ELECTRIC - EARLY POWER | 08/28/2023 | APPROVED | JWALKER |
| Note: 8/25/2023 - PREVIOUS INSPECTION NOTES | |||
| ELECTRIC - EARLY POWER | 08/25/2023 | CANCELLED BY APPLICANT | JWALKER |
| ROW- PROJECT STATUS | 08/22/2023 | APPROVED | GBERTOLA |
| Note: I have a meeting scheduled with the grading company at their location. The final survey will not provide the accurate elevation for the empty lot on the left side. There is a 2-foot difference from the empty lot to the bottom of the property line. | |||
| ROW- PRE-APRON (PRE-POUR) | 08/03/2023 | APPROVED | FSLADISH |
| Note: 08/03/23 pipe is good. ready to pour at the time of this inspection. AT THE TIME OF THE INSPECTION CULVERT PIPE IS GOOD IS READY TO POUR, IF RAIN PLEASE, BUILDER SHOULD DOUBLE CHECK CULVERT ELEVATIONS BEFORE POURING. MAKE SURE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL | |||
| U - SEWER TIE IN | 08/01/2023 | APPROVED - AS NOTED | MGIBSON |
| Note: THIS WAS A VIRTUAL INSPECTION | |||
| INSULATION | 07/19/2023 | APPROVED | JWALKER |
| Note: Inspector Notes from Inspection 2420 7/10/23 1. Bearing wall anchors listed below have not been installed please also note the T29 truss is not anchored to the bearing wall. Anchors are shown on each of the bearing wall studs Top and Bottom. There is no detail for the column below the truss T-29 and required anchors on the column. 2. Install nail plated at each of the bathroom drain lines bottom plated and one at the UFB wire kitchen wall bottom plate. Contractor may proceed with insulation. Leave the Bearing wall achors exposed for reinspection. If the SDWC screws used at every other stud and at the T-29 support column please have the engineer submitt a detailed revision to the building department for the anchor change. 6/26/2023 - PREVIOUS INSPECTION NOTES 1. The revision or the engineer fix listed at the tie beam lintel inspection has not been submitted to the building department. 2. Missed engineering at truss TO1 3. Garage bearing wall is missing the SP1 or 4's and 2 or 4's at the top and bottom of the wall. CHECK FOR CORRECTIONS AT THE ALL ROUGH INSPECTION. 6-26-23 1. Garage bearing wall is missing the SP1 or 4's and 2 or 4's at the top and bottom of the wall. 2. Panel box needs to be framed in. Wires can not be on exterior of wall without being covered. | |||
| LATH/BRICK/ WATER BARRIER | 07/10/2023 | APPROVED | JWALKER |
| Note: 6/27/2023 - PREVIOUS INSPECTION NOTES This inspection cannot be passed until the correction listed at the tie beam and lintel inspection has been corrected as allowing the stucco install will cover up the areas of concern. The notes from the tie beam inspection are attached below. (4 ) of the 12" x 12" block columns at the front entry and entire length of the front entry cmu wall are nonbearing on concrete below by appx 2 3/4". Contractor will need to have the engineer submitt a letter signed and sealed letter to the building department stating the colums and the wall are structually sound. Or submitt a revision to the building department showing a fix for the non bearing areas of the CMU. The contractor may contiune with pouring the down cells at own risk that demo may be needed in the areas listed above. | |||
| ALL ROUGH | 07/10/2023 | APPROVED - AS NOTED | JWALKER |
| Note: 7/10/23 1. Bearing wall anchors listed below have not been installed please also note the T29 truss is not anchored to the bearing wall. Anchors are shown on each of the bearing wall studs Top and Bottom. There is no detail for the column below the truss T-29 and required anchors on the column. 2. Install nail plated at each of the bathroom drain lines bottom plated and one at the UFB wire kitchen wall bottom plate. Contractor may proceed with insulation. Leave the Bearing wall achors exposed for reinspection. If the SDWC screws used at every other stud and at the T-29 support column please have the engineer submitt a detailed revision to the building department for the anchor change. 6/26/2023 - PREVIOUS INSPECTION NOTES 1. The revision or the engineer fix listed at the tie beam lintel inspection has not been submitted to the building department. 2. Missed engineering at truss TO1 3. Garage bearing wall is missing the SP1 or 4's and 2 or 4's at the top and bottom of the wall. CHECK FOR CORRECTIONS AT THE ALL ROUGH INSPECTION. 6-26-23 1. Garage bearing wall is missing the SP1 or 4's and 2 or 4's at the top and bottom of the wall. 2. Panel box needs to be framed in. Wires can not be on exterior of wall without being covered. | |||
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 06/30/2023 | APPROVED - AS NOTED | JWALKER |
| Note: This inspection was previously appoved as noted. Contractor needs to have the engineer submit a revision to the building department concerning the tie beam and lintel inspection. | |||
| LATH/BRICK/ WATER BARRIER | 06/27/2023 | Disapproved - NO FEE | JWALKER |
| Note: This inspection cannot be passed until the correction listed at the tie beam and lintel inspection has been corrected as allowing the stucco install will cover up the areas of concern. The notes from the tie beam inspection are attached below. (4 ) of the 12" x 12" block columns at the front entry and entire length of the front entry cmu wall are nonbearing on concrete below by appx 2 3/4". Contractor will need to have the engineer submitt a letter signed and sealed letter to the building department stating the colums and the wall are structually sound. Or submitt a revision to the building department showing a fix for the non bearing areas of the CMU. The contractor may contiune with pouring the down cells at own risk that demo may be needed in the areas listed above. | |||
| ALL ROUGH | 06/26/2023 | Disapproved -FEE REQUIRED | BTAYLOR |
| Note: 1. The revision or the engineer fix listed at the tie beam lintel inspection has not been submitted to the building department. 2. Missed engineering at truss TO1 3. Garage bearing wall is missing the SP1 or 4's and 2 or 4's at the top and bottom of the wall. CHECK FOR CORRECTIONS AT THE ALL ROUGH INSPECTION. 6-26-23 1. Garage bearing wall is missing the SP1 or 4's and 2 or 4's at the top and bottom of the wall. 2. Panel box needs to be framed in. Wires can not be on exterior of wall without being covered. | |||
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 06/06/2023 | APPROVED | JWALKER |
| Note: This inspection was done and approved as noted on 5/22/23. Note to the contractor. Listed at the tie beam and lintel inspection. A revision needs to be submitted and approved before the All Rough inspection can be passed. Please submitt ASAP. | |||
| ROOF VALLEY & METAL | 05/30/2023 | APPROVED | LMILLER |
| Note: 5/25/2023 - PREVIOUS INSPECTION NOTES Starter row of synthetic underlayment has not been doubled. Synthetic underlayment is to be fastened 6" o.c. at the laps and ends and 12" o.c. in the field. Drip edge has not be fastened. 4x4 L flashing is to be set in roofing cement. | |||
| ROOF VALLEY & METAL | 05/25/2023 | Disapproved -FEE REQUIRED | JWALKER |
| Note: Starter row of synthetic underlayment has not been doubled. Synthetic underlayment is to be fastened 6" o.c. at the laps and ends and 12" o.c. in the field. Drip edge has not be fastened. 4x4 L flashing is to be set in roofing cement. | |||
| WALL SHEATHING | 05/23/2023 | APPROVED | JWALKER |
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 05/22/2023 | APPROVED - AS NOTED | JWALKER |
| Note: 1. The revision or the engineer fix listed at the tie beam lintel inspection has not been submitted to the building department. 2. Missed engineering at truss TO1 3. Garage bearing wall is missing the SP1 or 4's and 2 or 4's at the top and bottom of the wall. CHECK FOR CORRECTIONS AT THE ALL ROUGH INSPECTION. | |||
| FOUND SURVEY APPROVED (OFFICE) | 05/18/2023 | APPROVED | TBAKER |
| TIE BEAM / LINTEL | 05/08/2023 | APPROVED - AS NOTED | JWALKER |
| Note: 4 12" x 12" block columns at the front entry and entire length of the front entry cmu wall are nonbearing on concrete below by appx 2 3/4". Contractor will need to have the engineer submitt a letter signed and sealed letter to the building department stating the colums and the wall are structually sound. Or submitt a revision to the building department showing a fix for the non bearing areas of the CMU. The contractor may contiune with pouring the down cells at own risk that demo may be needed in the areas listed above. | |||
| MONOLITHIC SLAB | 04/27/2023 | APPROVED | JWALKER |
| Note: 4/26/2023 - PREVIOUS INSPECTION NOTES | |||
| MONOLITHIC SLAB | 04/26/2023 | CANCELLED BY APPLICANT | FWILLIS |
| PLUMBING 1ST ROUGH UNDERGROUND | 04/20/2023 | APPROVED - AS NOTED | MGIBSON |
| Note: 4/19/2023 - PREVIOUS INSPECTION NOTES Water supply pipe has been covered over nunable to verify proper pipe type and install. STEEL HEAD PLUMBING ONLY INSTALLS SCHEDUAL 40 ASTM STANDARD PIPE FOR WATER MAIN AND INSTALLS BEYOND REQUIRED DEPTH | |||
| GRAVITY SEWER TEST | 04/19/2023 | APPROVED | JWALKER |
| PLUMBING 1ST ROUGH UNDERGROUND | 04/19/2023 | Disapproved - NO FEE | JWALKER |
| Note: Water supply pipe has been covered over nunable to verify proper pipe type and install. | |||
| WATER METER INSTALLATION REQUEST | 03/09/2023 | APPROVED | CSTONE |
Review History
| Department | Status | Date In | Date Out |
| BLD | COMPLETE | 07/13/2023 | 07/17/2023 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| BLD | COMPLETE | 07/05/2023 | 07/07/2023 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 05/18/2023 | 05/18/2023 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 05/18/2023 | 05/18/2023 |
| Note: Released By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 04/05/2023 | 04/05/2023 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| SW1 | COMPLETE | 04/05/2023 | 04/13/2023 |
| Note: Released By: PARREN FLANAGAN - (386)986-2392 - PFLANAGAN@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 04/05/2023 | 04/05/2023 |
| Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM | |||
| ELEC | COMPLETE | 02/07/2023 | 02/07/2023 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| SWALE | COMPLETE | 01/24/2023 | 05/03/2023 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| BLD | COMPLETE | 01/23/2023 | 01/24/2023 |
| Note: Released By: HAROLD ALLEN - (386)986-2357 - HALLEN@PALMCOASTGOV.COM | |||
| CUSVC | COMPLETE | 01/23/2023 | 01/25/2023 |
| Note: Released By: LISA ASBILL - - lasbill@palmcoastgov.com | |||
| ELEC | HOLD | 01/23/2023 | 01/24/2023 |
| Note: Held By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM Submit manufacture specs on recessed can lights in garage showing the fire rating. FRC 2020 302.5 | |||
| ENGIN1 | COMPLETE | 01/23/2023 | 01/24/2023 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| LOCATE | COMPLETE | 01/23/2023 | 01/26/2023 |
| Note: Released By: TONI CHURCHILL - - | |||
| MECH | COMPLETE | 01/23/2023 | 01/24/2023 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| SW1 | COMPLETE | 01/23/2023 | 01/31/2023 |
| Note: Released By: PARREN FLANAGAN - (386)986-2392 - PFLANAGAN@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 01/23/2023 | 01/24/2023 |
| Note: Released By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@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 | 09/28/2023 |
| REINSPECTION RESIDENTIAL | ¤40.00 | 09/28/2023 |
| REINSPECTION RESIDENTIAL | ¤40.00 | 09/28/2023 |
| SW ENG REINSPECTION 20 | ¤20.00 | 09/28/2023 |
| SW ENG - REVIEW 20 | ¤20.00 | 02/15/2023 |
| SW ENG RES REVIEW 200 | ¤200.00 | 02/15/2023 |
| TRANS IMPACT FEE ADMIN | ¤54.36 | 02/15/2023 |
| TRANS IMPACT FEE ADMIN | (¤54.36) | 02/15/2023 |
| SEWER CREDIT | (¤2,465.75) | 02/15/2023 |
| SEWER INSPECTION | ¤25.00 | 02/15/2023 |
| SEWER CAPITAL FACILITY | ¤5,344.82 | 02/15/2023 |
| WATER CAPITAL FACILITY FEE | ¤3,923.88 | 02/15/2023 |
| SITE PLAN 30 | ¤30.00 | 02/15/2023 |
| WATER- TURN ON | ¤25.00 | 02/15/2023 |
| ADJUSTMENT 50% | (¤533.91) | 02/15/2023 |
| ADMINISTRATIVE RESIDENTIAL | ¤30.00 | 02/15/2023 |
| INSPECTION - RESIDENTIAL | ¤808.50 | 02/15/2023 |
| PLAN REVIEW - RESIDENTIAL | ¤229.32 | 02/15/2023 |
| CONNECTION FEES | ¤1,166.26 | 02/15/2023 |
| FIRE IMPACT FEE ADMIN | ¤12.62 | 02/15/2023 |
| FIRE IMPACT FEE ADMIN | (¤12.62) | 02/15/2023 |
| FC IMPACT FEE EMS | ¤62.00 | 02/15/2023 |
| FC IMPACT FEE EMS | ¤62.00 | 02/15/2023 |
| IMPACT FEE FIRE | ¤420.52 | 02/15/2023 |
| FC IMPACT FEE LAW ENFORCEMENT | ¤218.00 | 02/15/2023 |
| FC IMPACT FEE LAW ENFORCEMENT | ¤218.00 | 02/15/2023 |
| FC IMPACT FEE LIBRARY | ¤268.00 | 02/15/2023 |
| FC IMPACT FEE LIBRARY | ¤268.00 | 02/15/2023 |
| IMPACT FEE PARKS | ¤1,769.15 | 02/15/2023 |
| IMPACT FEE SCHOOL | ¤5,450.00 | 02/15/2023 |
| IMPACT FEE TRANSPORTATION | ¤1,812.00 | 02/15/2023 |
| WATER -IRRIGATION INSPECTION | ¤25.00 | 02/15/2023 |
| PARKS IMPACT FEE ADMIN | ¤53.07 | 02/15/2023 |
| PARKS IMPACT FEE ADMIN | (¤53.07) | 02/15/2023 |
| SURCHARGE FS 533.721 | ¤3.43 | 02/15/2023 |
| SURCHARGE - FS 468.631 | ¤5.15 | 02/15/2023 |
| SW ENG - FOUNDATION SURVEY | ¤20.00 | 02/15/2023 |
| SW ENG INSPECTION 80 | ¤80.00 | 02/15/2023 |
| SW ENG PRE APRON | ¤30.00 | 02/15/2023 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤19,646.87 |