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Permit #2024120321
Permit Details
Status: FINAL
| Parcel Id: 07-11-31-7010-00040-0340 |
| Block: 00040 |
| Subdivision: 2137 - SECTION 10-FLORIDA PARK |
| Job Phone: 904-347-7837 |
| Location Address: 30 FERNON LN |
| Type: BA - BUILDING ADDITION |
| Issue Date: 04/14/2025 |
| NOC: RECORDED |
| Applicant name: ERIC PAUL PANNONE |
| Owner: PANNONE ERIC P & AMANDA PANNONE H&W |
|
Address 30 FERNON LANE PALM COAST, FL 32137 |
| Lot: 0340 |
| Contracted Stated Job Value: ¤85,000.00 |
| Job Description: 2-STORY ADDITION |
| Type: CN |
| Original Permit #: 2022070530 |
Contractor
CASTAWAY CONSTRUCTION LLC
| Status | Location Address | State License Number | Phone |
| INACTIVE |
30 FERNON LANE PALM COAST, FL 32137 |
CBC1266321 (Exp: 08/31/2026) | 904-347-7837 |
Sub Contractors
JASON BIANCANIELLO
| Status | Location Address | State License Number | Phone |
| ACTIVE |
2434 COUNTY RD 304 BUNNELL, FL 32110 |
EC13007497 (Exp: 08/31/2026) | 386-597-3350 |
ANTONIO VINCENZO DAHM
| Status | Location Address | State License Number | Phone |
| ACTIVE |
10 RYBAR LANE PALM COAST, FL 32164 |
CFC1429951 (Exp: 08/31/2026) | 386-237-5692 |
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 |
SHAWN R RAMNARINE SINGH
| Status | Location Address | State License Number | Phone |
| INACTIVE |
4 SEASIDE CT PALM COAST, FL 32164 |
CAC1818766 (Exp: 08/31/2026) | 306-302-2179 |
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 |
JASON BIANCANIELLO
| Status | Location Address | State License Number | Phone |
| ACTIVE |
2434 COUNTY RD 304 BUNNELL, FL 32110 |
EC13007497 (Exp: 08/31/2026) | 386-597-3350 |
ANTONIO VINCENZO DAHM
| Status | Location Address | State License Number | Phone |
| ACTIVE |
10 RYBAR LANE PALM COAST, FL 32164 |
CFC1429951 (Exp: 08/31/2026) | 386-237-5692 |
SHAWN R RAMNARINE SINGH
| Status | Location Address | State License Number | Phone |
| INACTIVE |
4 SEASIDE CT PALM COAST, FL 32164 |
CAC1818766 (Exp: 08/31/2026) | 306-302-2179 |
Inspection History
| Type | Request Date | Result | Inspector |
| BLD - BUILDING FINAL | 07/01/2025 | FINAL APPROVED | HCAMACHO |
| ROW - FINAL INSPECTION | 07/01/2025 | APPROVED | PFLANAGAN |
| Note: NO RIGHT OF WAY DAMAGE AT THIS TIME | |||
| U -UTILITY RESIDENTIAL FINAL | 07/01/2025 | FINAL APPROVED | DHANEY |
| INSULATION | 02/14/2023 | APPROVED | AGAETANO |
| Note: Inspector Notes from Inspection 2420 Inspector Notes from Inspection 2460 11-03-2022 1. Sheet 2/4 and 4/4 indicates lam beam. Lam beam not installed. Contractor rested trusses on CMU. Please submit a revision tot he building delartment. 2. Sheet 4/4 Continuous threaded rod detail not installed as per plan and missed on the first floor at outside wall. Please submit revision to nbuilding department or install as per plan. 3. Sheet 3/4 and 4/4 New cricket detail. Straps not visible. Please submit a revision to the building department that the work has been properly completed. 01-18-2023 1. Head test failed. 5' head pressure test failed P2503.5.1 2. Grounds need to be connected. .All grounds need to be connected – NEC 110.14A 3. Mid point bracing. PIPING SUPPORT - MID STORY SUPPRORT (BRACING ON A VERTICAL / HORIZONTAL VENT) TABLE P2605.1 PIPING SUPPORT – 2” AND SMALLER REQUIRE MID POINT BRACING. 10b VERTICAL Check at insulation | |||
| ALL ROUGH | 01/18/2023 | APPROVED - AS NOTED | AGAETANO |
| Note: Inspector Notes from Inspection 2460 11-03-2022 1. Sheet 2/4 and 4/4 indicates lam beam. Lam beam not installed. Contractor rested trusses on CMU. Please submit a revision tot he building delartment. 2. Sheet 4/4 Continuous threaded rod detail not installed as per plan and missed on the first floor at outside wall. Please submit revision to nbuilding department or install as per plan. 3. Sheet 3/4 and 4/4 New cricket detail. Straps not visible. Please submit a revision to the building department that the work has been properly completed. 01-18-2023 1. Head test failed. 5' head pressure test failed P2503.5.1 2. Grounds need to be connected. .All grounds need to be connected – NEC 110.14A 3. Mid point bracing. PIPING SUPPORT - MID STORY SUPPRORT (BRACING ON A VERTICAL / HORIZONTAL VENT) TABLE P2605.1 PIPING SUPPORT – 2” AND SMALLER REQUIRE MID POINT BRACING. 10b VERTICAL Check at insulation | |||
| GRAVITY SEWER TEST | 12/15/2022 | APPROVED | MGIBSON |
| Note: Inspector Notes from Inspection 2060 PIPE AT SEWER LOCATION NEEDS RELIEVING ARCH WITH FOOTER STEEL OR 2X DIAMETER AT SLAB INSPECTION | |||
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 11/03/2022 | APPROVED - AS NOTED | AGAETANO |
| Note: 11-03-2022 1. Sheet 2/4 and 4/4 indicates lam beam. Lam beam not installed. Contractor rested trusses on CMU. Please submit a revision tot he building delartment. 2. Sheet 4/4 Continuous threaded rod detail not installed as per plan and missed on the first floor at outside wall. Please submit revision to nbuilding department or install as per plan. 3. Sheet 3/4 and 4/4 New cricket detail. Straps not visible. Please submit a revision to the building department that the work has been properly completed. | |||
| ROOF SHEATHING | 10/31/2022 | APPROVED | AGAETANO |
| Note: Inspector Notes from Inspection 2250 9/16/2022 - PREVIOUS INSPECTION NOTES THIS IS A REINSPECTION 09-07-2022 1. Center of slab is not minimum depth. 2. This will be a partial inspection as per contractor. The two columns on the left of the addition will need to be inspected. SLAB - R 506.1 Minimum slab depth requirements 3 1/2". Pulled test lines. Dig slab out and tap to maintain 4". 3. Compaction test not on site. Compaction report must be posted. R403.1.3.4 09-20-2022 1. Compaction test on site, contractor will upload the document and submit to the building department. 2. Two areas have soil that have collapsed into the footing. Spoke to contractor's wife and she will have it removed prior to pour. | |||
| WALL SHEATHING | 10/31/2022 | APPROVED | AGAETANO |
| Note: Inspector Notes from Inspection 2250 9/16/2022 - PREVIOUS INSPECTION NOTES THIS IS A REINSPECTION 09-07-2022 1. Center of slab is not minimum depth. 2. This will be a partial inspection as per contractor. The two columns on the left of the addition will need to be inspected. SLAB - R 506.1 Minimum slab depth requirements 3 1/2". Pulled test lines. Dig slab out and tap to maintain 4". 3. Compaction test not on site. Compaction report must be posted. R403.1.3.4 09-20-2022 1. Compaction test on site, contractor will upload the document and submit to the building department. 2. Two areas have soil that have collapsed into the footing. Spoke to contractor's wife and she will have it removed prior to pour. | |||
| MONOLITHIC SLAB | 09/20/2022 | APPROVED - AS NOTED | AGAETANO |
| Note: 9/16/2022 - PREVIOUS INSPECTION NOTES THIS IS A REINSPECTION 09-07-2022 1. Center of slab is not minimum depth. 2. This will be a partial inspection as per contractor. The two columns on the left of the addition will need to be inspected. SLAB - R 506.1 Minimum slab depth requirements 3 1/2". Pulled test lines. Dig slab out and tap to maintain 4". 3. Compaction test not on site. Compaction report must be posted. R403.1.3.4 09-20-2022 1. Compaction test on site, contractor will upload the document and submit to the building department. 2. Two areas have soil that have collapsed into the footing. Spoke to contractor's wife and she will have it removed prior to pour. | |||
| MONOLITHIC SLAB | 09/16/2022 | CANCELLED BY APPLICANT | AGAETANO |
| Note: THIS IS A REINSPECTION 09-07-2022 1. Center of slab is not minimum depth. 2. This will be a partial inspection as per contractor. The two columns on the left of the addition will need to be inspected. SLAB - R 506.1 Minimum slab depth requirements 3 1/2". Pulled test lines. Dig slab out and tap to maintain 4". 3. Compaction test not on site. Compaction report must be posted. R403.1.3.4 | |||
| MONOLITHIC SLAB | 09/07/2022 | Disapproved - NO FEE | AGAETANO |
| Note: 09-07-2022 1. Center of slab is not minimum depth. 2. This will be a partial inspection as per contractor. The two columns on the left of the addition will need to be inspected. SLAB - R 506.1 Minimum slab depth requirements 3 1/2". Pulled test lines. Dig slab out and tap to maintain 4". 3. Compaction test not on site. Compaction report must be posted. R403.1.3.4 | |||
| PLUMBING 1ST ROUGH UNDERGROUND | 08/31/2022 | APPROVED - AS NOTED | MGIBSON |
| Note: PIPE AT SEWER LOCATION NEEDS RELIEVING ARCH WITH FOOTER STEEL OR 2X DIAMETER AT SLAB INSPECTION |
Review History
| Department | Status | Date In | Date Out |
| ZON | COMPLETE | 01/06/2023 | 01/06/2023 |
| Note: Released By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM | |||
| BLD | COMPLETE | 01/06/2023 | 01/09/2023 |
| Note: Released By: HAROLD ALLEN - (386)986-2357 - HALLEN@PALMCOASTGOV.COM | |||
| BLD | HOLD | 01/03/2023 | 01/05/2023 |
| Note: Held By: HAROLD ALLEN - (386)986-2357 - HALLEN@PALMCOASTGOV.COM All comments below per the 2020 Florida Building Code REVIEW COMMENTS: 1. Copies of plans are not accepted. Original plans submitted to the City of Palm Coast. Hard copies of the plans are required to be submitted for the revision. | |||
| ENGIN1 | COMPLETE | 11/02/2022 | 11/02/2022 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| ZON | HOLD | 11/02/2022 | 11/02/2022 |
| Note: Held By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM Foundation survey missing addition dimensions and rear setback for review | |||
| BLD | COMPLETE | 08/10/2022 | 08/10/2022 |
| Note: Released By: HAROLD ALLEN - (386)986-2357 - HALLEN@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 08/10/2022 | 08/11/2022 |
| Note: Released By: JACQUELINE GONZALEZ - (386)986-3751 - JGONZALEZ@PALMCOASTGOV.COM | |||
| MECH | COMPLETE | 07/28/2022 | 07/28/2022 |
| Note: Released By: CHRIS PISCITELLI - (386)986-3782 - CPISCITELLI@PALMCOASTGOV.COM | |||
| ELEC | COMPLETE | 07/28/2022 | 07/28/2022 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| BLD | HOLD | 07/28/2022 | 07/29/2022 |
| Note: Held By: HAROLD ALLEN - (386)986-2357 - HALLEN@PALMCOASTGOV.COM All comments below per the 2020 Florida Building Code REVIEW COMMENTS: 1. OK 2. OK 3. Provide existing spaces along the proposed addition. 4. Follow comments are for the Proposed Balcony; Per R507 a. Provide size and spacing of proposed joist. Deck joist are called-out as 2 x 12 and 2 x 8. Revise to reflect the correct joist to be used. b. OK c. Provide decal ledger board and attachment to building. 5. OK | |||
| SW1 | COMPLETE | 07/28/2022 | 08/03/2022 |
| Note: Released By: ROBERT GROSS - (386)986-4769 - RGROSS@PALMCOASTGOV.COM | |||
| BLD | HOLD | 07/13/2022 | 07/18/2022 |
| Note: Held By: HAROLD ALLEN - (386)986-2357 - HALLEN@PALMCOASTGOV.COM All comments below per the 2020 Florida Building Code REVIEW COMMENTS: 1. Provide Product Approval for Wood Anchors and Truss Plates. Per F.S. 471.025 and F.A.C. 61 G15-23.005. 2. Typical Section calls-out roof trusses. Roof Framing Plan calls-out conventionally framed roof. Revise drawing to reflect the correct construction of the roof. 3. Provide existing spaces along the proposed addition. 4. Follow comments are for the Proposed Balcony; Per R507 a. Provide size and spacing of proposed joist. b. Provide proposed decking materials c. Provide decal ledger board and attachment to building. 5. Proposed (2) 2 x 12 exceeds spans allowable per the prescriptive design table 2018 WFCM. | |||
| ELEC | HOLD | 07/13/2022 | 07/15/2022 |
| Note: Held By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM 1. Need to show size of existing service 2. Submit electric load calcs and prove the existing service can accommodate the new addition. | |||
| MECH | HOLD | 07/13/2022 | 07/13/2022 |
| Note: Held By: CHRIS PISCITELLI - (386)986-3782 - CPISCITELLI@PALMCOASTGOV.COM Orientation of Energy Calcs does not match the site plan. Revise to match per R405.4.2.1 FBC Energy Conservation 2020 7Th Edition | |||
| PLUM | COMPLETE | 07/13/2022 | 07/18/2022 |
| Note: Released By: HAROLD ALLEN - (386)986-2357 - HALLEN@PALMCOASTGOV.COM | |||
| SW1 | HOLD | 07/13/2022 | 07/18/2022 |
| Note: Held By: PARREN FLANAGAN - (386)986-2392 - PFLANAGAN@PALMCOASTGOV.COM NEED TO HAVE FLPW ARROW TO SHOW DRAINAGE OF STORMWATER | |||
| ZON | HOLD | 07/13/2022 | 07/18/2022 |
| Note: Held By: JACQUELINE GONZALEZ - (386)986-3751 - JGONZALEZ@PALMCOASTGOV.COM Revise plan to remove double site and show as bar sink in the bar room area on the first floor. Provide an executed single family affidavit. | |||
| BADMIN | HOLD | 07/13/2022 | 07/13/2022 |
| Note: Held By: LIBBY MUSGROVE - - LMUSGROVE@PALMCOASTGOV.COM need to list Mechanical contractor on application | |||
| BADMIN | INFORMATION | 07/13/2022 | 07/14/2022 |
| Note: Marked INFORMATION By: SCOTT THOMAS - - STHOMAS@PALMCOASTGOV.COM |
Fees & Payments
(Permit is not ready for pickup until the permit has been processed and fees appear)
| Description | Amount Due | Date Paid |
| EXTENSION | ¤40.00 | 06/30/2025 |
| PLAN REVIEW - REVISION | ¤32.50 | 06/30/2025 |
| SURCHARGE FS 533.721 | ¤8.94 | 04/14/2025 |
| SURCHARGE - FS 468.631 | ¤13.42 | 04/14/2025 |
| SW ENG - INSPECTION 20 | ¤20.00 | 04/14/2025 |
| SW ENG - REVIEW 20 | ¤20.00 | 04/14/2025 |
| SITE PLAN 30 | ¤30.00 | 04/14/2025 |
| INSPECTION - RESIDENTIAL | ¤750.75 | 04/14/2025 |
| PLAN REVIEW - RESIDENTIAL | ¤212.94 | 04/14/2025 |
| ADJUSTMENT 10% | (¤99.37) | 04/14/2025 |
| ADMINISTRATIVE RESIDENTIAL | ¤30.00 | 04/14/2025 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤1,059.18 |