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Permit #2018100834
Permit Details
Status: COED
| Parcel Id: 22-11-31-5914-00000-0350 |
| CONDITIONED SPACE: 2500 sqft |
| GARAGE: 533 sqft |
| OPENED PORCH (WITH ROOF) : 33 sqft |
| OPENED PORCH (WITH ROOF) : 382 sqft |
| Total Square Footage: 3448 sqft |
| Block: 00000 |
| Subdivision: 2068 - VILLAGE G-2 AT GRAND HAVEN |
| Job Phone: (386)383-0376 |
| Location Address: 64 RIVER TRAIL DR |
| Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY |
| Issue Date: 11/21/2018 |
| NOC: RECORDED |
| Applicant name: ANTHONY CRAIG GUCCIONE |
| Owner: CRAWFORD TYLA J |
|
Address 6139 CINNAMON CT ALEXANDRIA, VA 22310 |
| Lot: 0350 |
| Contracted Stated Job Value: ¤377,845.00 |
| Job Description: SINGLE FAMILY RESIDENCE |
| Type: CN |
Contractor
GOLD COAST HOME BUILDERS INC
| Status | Location Address | State License Number | Phone |
| ACTIVE |
P.O. BOX 354707 PALM COAST, FL 32137 |
CGC1507791 (Exp: 08/31/2026) | 386-313-6221 |
Sub Contractors
THOMAS A REGULA
| Status | Location Address | State License Number | Phone | Fax |
| INACTIVE |
11320 PHILLIPS PKWY DRIVE E JACKSONVILLE, FL 32256 |
CMC1250075 (Exp: 08/31/2026) | 904-278-0339 | 904-278-0366 |
BERT S MCLAUGHLIN
| Status | Location Address | State License Number | Phone |
| ACTIVE |
131 MAGNOLIA AVE DAYTONA BEACH, FL 32114 |
EC13006455 (Exp: 08/31/2026) | 386-265-2687 |
PATRICK FRANCIS MCADAMS
| Status | Location Address | State License Number | Phone | Fax |
| ACTIVE |
1201 South Flagler Ave Flagler Beach, FL 32136 |
CFC057805 (Exp: 08/31/2026) | 386-283-9236 | 321-248-0447 |
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 |
| BLD - BUILDING FINAL | 12/11/2019 | APPROVED | JDELBONIS |
| Note: THIS IS A REINSPECTION | |||
| BLD - BUILDING FINAL | 12/10/2019 | Disapproved - NO FEE | JDELBONIS |
| Note: per contractor no power to bathroom GFCI's | |||
| ROW - STORMWATER FINAL | 10/04/2019 | APPROVED | RGROSS |
| Note: THIS IS A REINSPECTION | |||
| U -UTILITY RESIDENTIAL FINAL | 09/27/2019 | APPROVED - AS NOTED | LFITZGERALD |
| Note: please place concrete around remainder of wm valve that is in the sidewalk. This is part of our ROW. | |||
| ROW - FINAL APRON (AFTER POUR) | 09/27/2019 | APPROVED | RGROSS |
| ROW - STORMWATER FINAL | 09/27/2019 | Disapproved -FEE REQUIRED | RGROSS |
| Note: SOD NEEDED ON BOTH RIGHT AND LEFT SIDE FRONT PROPERTY LINE FROM THE CURB BACK 5 FT. SEED AND STRAW ARE NOT ALLOWED FOR SOIL STABILIZATION IN THE ROW. | |||
| ROW FIELD SURVEY /GRADING CERTIFICATION | 09/13/2019 | APPROVED | RGROSS |
| FINAL SURVEY (OFFICE USE ONLY) | 09/13/2019 | APPROVED | RGROSS |
| ROW- PRE-APRON (PRE-POUR) | 08/06/2019 | APPROVED | RGROSS |
| Note: READY FOR PAVERS | |||
| ROW- PAVER RESTRAINTS | 08/02/2019 | APPROVED | RGROSS |
| ELECTRIC - EARLY POWER | 05/21/2019 | APPROVED - AS NOTED | RMARTIN |
| Note: spoke to dell fpl 3:15 released power | |||
| GRAVITY SEWER TEST | 05/16/2019 | APPROVED | JGIBSON |
| U - SEWER TIE IN | 05/16/2019 | APPROVED | JGIBSON |
| LATH/BRICK/ WATER BARRIER | 03/12/2019 | APPROVED | WMILLER |
| INSULATION | 03/07/2019 | APPROVED | MWILLIAMS |
| ALL ROUGH | 02/27/2019 | APPROVED | MWILLIAMS |
| ROOF VALLEY & METAL | 02/22/2019 | APPROVED | WMILLER |
| Note: approved | |||
| ALL ROUGH | 02/22/2019 | Disapproved -FEE REQUIRED | WMILLER |
| Note: 1. NAIL PLATES FOR PLUMBING P2603.2.1 PROTECTION AGAINST PHYSICAL DAMAGE. (check all) 2. NAIL PLATES ON ELECTRIC FBC E3802.1 (table), AND 3802.3.2 (kitchen area) 3. ALL METAL BOXES SHALL BE GROUNDED R,E 3905.2 AND NEC.314.4 (low voltage console 4. MOUNTING, E3404.8 ELECTRICAL EQUIPMENT SHALL BE FIRMLY SECURED TO THE SURFACE ON WHICH IT IS MOUNTED (outlet at low voltage console missing) 5. FIREBLOCKING INTEGRITY MUST BE MAINTAINED R302.11.2 6. SER SUPPORT STRAPPING FBC R E 3605.7 AND NEC.334 NEEDS TO BE STRAPPED PER NEC | |||
| ROOF VALLEY & METAL | 02/19/2019 | CANCELLED BY APPLICANT | WMILLER |
| Note: CAELLED PER JEFF | |||
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 02/19/2019 | APPROVED | WMILLER |
| Note: APPROVED | |||
| ELECTRIC-TUG | 02/12/2019 | APPROVED - AS NOTED | RMARTIN |
| Note: SPOKE TO SUSAN FPL RELEASED TUG POWER 3:40 | |||
| ROOF SHEATHING | 02/06/2019 | APPROVED | WMILLER |
| Note: APPROVED | |||
| WALL SHEATHING | 02/06/2019 | APPROVED | WMILLER |
| Note: APPROVED ADDED BY INSPECTOR BECAUSE IT WAS READY AT ROOF SHEATHING INSPECTION | |||
| TIE BEAM / LINTEL | 01/18/2019 | APPROVED | MWILLIAMS |
| FOUND SURVEY APPROVED (OFFICE) | 01/17/2019 | APPROVED | JHINDMAN |
| MONOLITHIC SLAB | 12/17/2018 | APPROVED - AS NOTED | MWILLIAMS |
| Note: An electrical chase for the Kitchen island was indicated on the plans and I did not see where that was provided. Check plan and job for this detail prior to pouring the slab. This item mentioned as a courtesy to the builder . Thanks | |||
| PLUMBING 1ST ROUGH UNDERGROUND | 12/13/2018 | APPROVED | JGIBSON |
Review History
| Department | Status | Date In | Date Out |
| BLD | COMPLETE | 05/14/2019 | 05/21/2019 |
| Note: Released By: RLEE | |||
| BLD | COMPLETE | 02/07/2019 | 02/14/2019 |
| Note: Released By: RLEE | |||
| SW1 | COMPLETE | 01/11/2019 | 01/17/2019 |
| Note: Released By: JHINDMAN Foundation S | |||
| BLD | COMPLETE | 01/07/2019 | 01/10/2019 |
| Note: Released By: JHINDMAN | |||
| BLD | COMPLETE | 12/14/2018 | 12/20/2018 |
| Note: Released By: JHINDMAN | |||
| ELEC | COMPLETE | 12/14/2018 | 12/19/2018 |
| Note: Released By: DREWIS | |||
| BLD | COMPLETE | 11/13/2018 | 11/20/2018 |
| Note: Released By: RLEE | |||
| ZON | COMPLETE | 11/01/2018 | 11/01/2018 |
| Note: Released By: AMOBLEY | |||
| PLFM | COMPLETE | 11/01/2018 | 11/01/2018 |
| Note: Released By: JMYERS Site plan submitted 11/1/18 shows that the structure does not fall within the Special Flood Hazard Area that resides on the property. No elevation certificates will be required. | |||
| UTL | COMPLETE | 11/01/2018 | 11/08/2018 |
| Note: Released By: LFITZGERALD Gravity Sewer new homes This is a Gravity sewer, the Sewer Tie-in Inspection is a visual inspection it must be called in the day before the tie-in is to be made. The morning of the tie-in the inspector should be contacted to coordinate the time of the tie-in so he can witness the tie-in and help prevent failed inspections due to cave in or mud/water preventing the visual inspection. 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. The NFPA Clear Zone distance there can be no obstacles in front of the Hydrant and 7.5’ on the sides or 4’ behind | |||
| SW1 | COMPLETE | 11/01/2018 | 11/05/2018 |
| Note: Released By: DREWIS | |||
| ENGIN1 | COMPLETE | 11/01/2018 | 11/07/2018 |
| Note: Released By: TBAKER | |||
| ZON | HOLD | 10/31/2018 | 10/31/2018 |
| Note: Held By: AMOBLEY REPEAT COMMENT: Please change the decorative shutters wording to be decorative louvers because per the code shutters have to be the length of the window. Please provide the rear setback on site plan from the furthest point of the house and not the proposed pool. | |||
| PLFM | HOLD | 10/31/2018 | 11/01/2018 |
| Note: Held By: JMYERS Comments not addressed. Please provide an updated site plan that shows the extent of the AE Zone that resides on the property. If the proposed structure falls within the Special Flood Hazard Area additional comments will apply. | |||
| PLUM | COMPLETE | 10/31/2018 | 11/07/2018 |
| Note: Released By: RLEE | |||
| BLD | HOLD | 10/31/2018 | 11/07/2018 |
| Note: Held By: RLEE 1. Provide an original signed and sealed engineering letter for the truss bracing. 6th ed. FBC 107.1. Submitted documents cannot be validated. | |||
| PLFM | HOLD | 10/23/2018 | 10/23/2018 |
| Note: Held By: JMYERS Please provide an updated site plan that shows the extent of the AE Zone that resides on the property. If the proposed structure falls within the Special Flood Hazard Area additional comments will apply. | |||
| BLD | HOLD | 10/23/2018 | 10/30/2018 |
| Note: Held By: JHINDMAN 1. Provide an original signed and sealed engineering letter for the truss bracing. 6th ed. FBC 107.1. J. Hindman 986-3784. | |||
| ELEC | COMPLETE | 10/23/2018 | 10/29/2018 |
| Note: Released By: DREWIS | |||
| ENGIN1 | COMPLETE | 10/23/2018 | 10/30/2018 |
| Note: Released By: TBAKER | |||
| MECH | COMPLETE | 10/23/2018 | 10/30/2018 |
| Note: Released By: JHINDMAN | |||
| PLUM | HOLD | 10/23/2018 | 10/30/2018 |
| Note: Held By: JHINDMAN 1. Plumbing riser is missing 1 lav sink. 6th ed. FBC 107.2.1. J. Hindman 986-3784. | |||
| SW1 | COMPLETE | 10/23/2018 | 10/29/2018 |
| Note: Released By: DREWIS | |||
| UD1 | COMPLETE | 10/23/2018 | 10/29/2018 |
| Note: Released By: LFITZGERALD Gravity Sewer new homes This is a Gravity sewer, the Sewer Tie-in Inspection is a visual inspection it must be called in the day before the tie-in is to be made. The morning of the tie-in the inspector should be contacted to coordinate the time of the tie-in so he can witness the tie-in and help prevent failed inspections due to cave in or mud/water preventing the visual inspection. 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. The NFPA Clear Zone distance there can be no obstacles in front of the Hydrant and 7.5’ on the sides or 4’ behind | |||
| ZON | HOLD | 10/23/2018 | 10/23/2018 |
| Note: Held By: AMOBLEY Please change the decorative shutters wording to be decorative louvers because per the code shutters have to be the length of the window. Please provide the rear setback on site plan from the furthest point of the house and not the proposed pool. |
Fees & Payments
(Permit is not ready for pickup until the permit has been processed and fees appear)
| Description | Amount Due | Date Paid |
| REVISION | ¤40.00 | 12/11/2019 |
| REVISION | ¤40.00 | 12/11/2019 |
| REVISION | ¤40.00 | 12/11/2019 |
| REINSPECTION FEE | ¤40.00 | 12/11/2019 |
| REINSPECTION FEE | ¤40.00 | 12/11/2019 |
| NEW RESIDENTIAL INSPECTIONS | ¤756.00 | 11/21/2018 |
| SITE PLAN 20 | ¤20.00 | 11/21/2018 |
| SURCHARGE FS 533.721 | ¤18.08 | 11/21/2018 |
| SURCHARGE - FS 468.631 | ¤27.11 | 11/21/2018 |
| STORM WATER PERMIT FEES | ¤80.00 | 11/21/2018 |
| 3% TRANS IMPACT FEE CREDIT | (¤89.43) | 11/21/2018 |
| ADMIN FEE | ¤20.00 | 11/21/2018 |
| ELECTRIC FEE | ¤286.80 | 11/21/2018 |
| 3% FIRE IMPACT FEE CREDIT | (¤6.70) | 11/21/2018 |
| IMPACT FEE FIRE | ¤223.38 | 11/21/2018 |
| IMPACT FEE PARKS | ¤849.24 | 11/21/2018 |
| IMPACT FEE SCHOOL | ¤3,600.00 | 11/21/2018 |
| IMPACT FEE TRANSPORTATION | ¤2,981.00 | 11/21/2018 |
| MECHANICAL FEE | ¤286.80 | 11/21/2018 |
| 3% PARKS IMPACT FEE CREDIT | (¤25.48) | 11/21/2018 |
| PLAN CHECK FEE | ¤151.20 | 11/21/2018 |
| PLUMBING FEE | ¤286.80 | 11/21/2018 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤9,664.80 |