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Permit #2017100135
Permit Details
Status: COED
| Parcel Id: 07-11-31-7007-00340-0060 |
| CONDITIONED SPACE: 1540 sqft |
| GARAGE: 526 sqft |
| OPENED PORCH (WITH ROOF) : 33 sqft |
| OPENED PORCH (WITH ROOF) : 235 sqft |
| Total Square Footage: 2334 sqft |
| Block: 00340 |
| Subdivision: 2185 - SECTION 7-FLORIDA PARK |
| Job Phone: (386) 445-7001 |
| Location Address: 97 FOREST HILL DR |
| Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY |
| Issue Date: 11/15/2017 |
| NOC: RECORDED |
| Applicant name: RICHARD M. ANDERSON |
| Owner: JUEDTA HOLDINGS LLC |
|
Address 250 PALM COAST PKWY NE PALM COAST, FL 32137 |
|
Address STE 607-332 PALM COAST, FL 32137 |
| Lot: 0060 |
| Contracted Stated Job Value: ¤180,000.00 |
| Job Description: SINGLE FAMILY RESIDENCE |
| Type: CN |
Contractor
PALM WEST HOME BUILDERS, INC.
| Status | Location Address | State License Number | Phone | Fax |
| ACTIVE |
2 Florida Park Drive North Palm Coast, FL 32137 |
CRC054633 (Exp: 08/31/2026) | (386) 445-7001 | (386)446-5941 |
Sub Contractors
THOMAS WALTER ALBANO
| Status | Location Address | State License Number | Phone | Fax |
| INACTIVE |
P. O. BOX 352075 Palm Coast, FL 32135 |
CFC045991 (Exp: 08/31/2024) | 386-437-2795 | (386)437-2781 |
JOSEPH C WRIGHT
| Status | Location Address | Mailing Address | State License Number | Phone | Fax |
| ACTIVE |
15 HARGROVE LANE PALM COAST, FL 32137 |
UNIT 3 D PALM COAST, FL 32137 |
EC13003278 (Exp: 08/31/2026) | 386-447-9644 | 386-447-9633 |
GARY LLOYD SHEFFIELD
| Status | Location Address | State License Number | Phone | Fax |
| CANCEL |
2 HARGROVE GRADE PALM COAST, FL 32136 |
CAC048127 (Exp: 08/31/2018) | 386-445-5023 | 386-446-4614 |
BARRY D MARTIN
| Status | Location Address | State License Number | Phone | Fax |
| CANCEL |
1650 N STATE STREET Bunnell, FL 32110 |
CCC033728 (Exp: 08/31/2020) | (386) 437-7700 | (386)437-7701 |
Inspection History
| Type | Request Date | Result | Inspector |
| BLD - BUILDING FINAL | 04/18/2019 | APPROVED | MWILLIAMS |
| ROW - FINAL APRON (AFTER POUR) | 04/17/2019 | APPROVED | RGROSS |
| Note: THIS IS A REINSPECTION. | |||
| ROW - FINAL INSPECTION | 04/17/2019 | APPROVED | RGROSS |
| U -UTILITY RESIDENTIAL FINAL | 04/17/2019 | FINAL APPROVED | JNICHOLS |
| FINAL SURVEY (OFFICE USE ONLY) | 04/15/2019 | APPROVED | JHINDMAN |
| ROW - FINAL APRON (AFTER POUR) | 12/27/2018 | CANCELLED BY APPLICANT | RGROSS |
| ROW- PRE-APRON (PRE-POUR) | 12/11/2018 | APPROVED | RGROSS |
| Note: THIS IS A REINSPECTION. READY TO POUR | |||
| PROJECT STATUS (OFFICE USE) | 12/10/2018 | APPROVED - AS NOTED | KHOWELL |
| Note: MET MITCH ON SITE TO GO OVER WHY FORM WORK FAILED THE INSPECTION | |||
| ROW- PRE-APRON (PRE-POUR) | 12/07/2018 | Disapproved - NO FEE | KHOWELL |
| Note: THIS IS A REINSPECTION 1. THE FORM WORK IS NOT COMPLETED. 2. THE UPPER EDGE RESTRAINT IS REQUIRED TO BE 4" WIDE X 8" DEEP 3. THE FORM BOARDS ALONG THE SIDES OF THE CULVERT ARE REQUIRED TO BE 18" FROM THE SIDES OF THE CULVERT PIPE. 4. I DID NOT CHECK ELEVATION OF CULVERT BECAUSE OF RAIN IN FORECAST THIS WEEKEND | |||
| ROW- PRE-APRON (PRE-POUR) | 12/06/2018 | Disapproved -FEE REQUIRED | RGROSS |
| Note: CULVERT TILTED IN THE WRONG FLOW DIRECTION. SEE DETAIL. | |||
| U - SEWER TIE IN | 09/25/2018 | APPROVED | JNICHOLS |
| GRAVITY SEWER TEST | 09/25/2018 | APPROVED | JGIBSON |
| Note: THIS IS A REINSPECTION | |||
| ELECTRIC UNDERGROUND | 07/11/2018 | APPROVED | CMINI |
| GRAVITY SEWER TEST | 06/28/2018 | CANCELLED BY APPLICANT | JGIBSON |
| ELECTRIC - EARLY POWER | 06/26/2018 | APPROVED - AS NOTED | RMARTIN |
| Note: SPOKE TO SUSAN FPL RELEASED EARLY POWER 3:30 | |||
| LATH/BRICK/ WATER BARRIER | 05/30/2018 | APPROVED | WMILLER |
| INSULATION | 03/12/2018 | APPROVED | WMILLER |
| ALL ROUGH | 03/05/2018 | APPROVED | CMINI |
| ALL ROUGH | 03/02/2018 | CANCELLED BY APPLICANT | AIRS WEB |
| ROOF VALLEY & METAL | 02/20/2018 | APPROVED | WMILLER |
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 02/13/2018 | APPROVED | CMINI |
| TIE BEAM / LINTEL | 01/23/2018 | APPROVED | CMINI |
| ELECTRIC TEMP POLE | 01/18/2018 | APPROVED - AS NOTED | RMARTIN |
| Note: SPOKE TO SUSAN FPL RELEASED temp POWER 3:50 | |||
| FOUND SURVEY APPROVED (OFFICE) | 01/12/2018 | APPROVED | DREWIS |
| MONOLITHIC SLAB | 12/14/2017 | APPROVED | CMINI |
| PLUMBING 1ST ROUGH UNDERGROUND | 12/11/2017 | APPROVED | JGIBSON |
| Note: THIS IS A REINSPECTION | |||
| PLUMBING 1ST ROUGH UNDERGROUND | 12/07/2017 | CANCELLED BY APPLICANT | JGIBSON |
Review History
| Department | Status | Date In | Date Out |
| SW1 | COMPLETE | 04/09/2019 | 04/15/2019 |
| Note: Released By: JHINDMAN final | |||
| ZON | COMPLETE | 11/30/2018 | 11/30/2018 |
| Note: Released By: JGONZALEZ | |||
| ENGIN1 | COMPLETE | 11/30/2018 | 12/05/2018 |
| Note: Released By: TBAKER | |||
| SW1 | COMPLETE | 11/30/2018 | 12/03/2018 |
| Note: Released By: DREWIS | |||
| UD1 | COMPLETE | 11/30/2018 | 12/03/2018 |
| 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 | 11/14/2018 | 11/15/2018 |
| Note: Held By: TDOAK The revised landscape plan does not match the approved site plan. The driveway and front area configuration is totally different. Provide a revised site plan with all changes and be sure to include all dimensions and setbacks. If a paver driveway is now being installed, that will also need to be shown on the new site plan and a Right-of-Way Utilization Agreement will need to be submitted with signatures of all property owners and it must be witnessed and notarized. | |||
| SW1 | COMPLETE | 11/14/2018 | 11/16/2018 |
| Note: Released By: DREWIS | |||
| ENGIN1 | COMPLETE | 11/14/2018 | 11/14/2018 |
| Note: Released By: TBAKER | |||
| UD1 | COMPLETE | 11/14/2018 | 11/16/2018 |
| 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 | 01/11/2018 | 01/12/2018 |
| Note: Released By: DREWIS foundation | |||
| BLD | COMPLETE | 11/09/2017 | 11/09/2017 |
| Note: Released By: FREODICA | |||
| MECH | COMPLETE | 10/31/2017 | 11/07/2017 |
| Note: Released By: FREODICA | |||
| BLD | HOLD | 10/31/2017 | 11/07/2017 |
| Note: Held By: FREODICA Repeat comment: (3x) 1. Identify the truss anchors. 5th ed. FBC R802.1.7.5. 2. Provide a roof truss layout from the truss engineer. 5th ed. FBC R802.1.7.1. J. hindman 986-3784. | |||
| BLD | HOLD | 10/20/2017 | 10/27/2017 |
| Note: Held By: FREODICA Repeat Comment: 1. Identify the truss anchors. 5th ed. FBC R802.1.7.5. 2. Provide a roof truss layout from the truss engineer. 5th ed. FBC R802.1.7.1. J. hindman 986-3784. | |||
| ZON | COMPLETE | 10/20/2017 | 10/20/2017 |
| Note: Released By: TAWILLIAMS | |||
| ELEC | COMPLETE | 10/20/2017 | 10/23/2017 |
| Note: Released By: DREWIS | |||
| SW1 | COMPLETE | 10/20/2017 | 10/23/2017 |
| Note: Released By: DREWIS | |||
| MECH | HOLD | 10/20/2017 | 10/27/2017 |
| Note: Held By: FREODICA Repeat comment on item 3: 3. Provide signature and license number of hvac contractor on hvac plan per FBC 5th ed. 105.3.1.2. F.Reodica -386-986-4734. | |||
| ENGIN1 | COMPLETE | 10/20/2017 | 10/23/2017 |
| Note: Released By: TBAKER | |||
| URB | COMPLETE | 10/20/2017 | 10/26/2017 |
| Note: Released By: JBEAUDET | |||
| BLD | HOLD | 10/03/2017 | 10/04/2017 |
| Note: Held By: JHINDMAN 1. Identify the truss anchors. 5th ed. FBC R802.1.7.5. 2. Provide a roof truss layout from the truss engineer. 5th ed. FBC R802.1.7.1. J. hindman 986-3784. | |||
| ELEC | HOLD | 10/03/2017 | 10/09/2017 |
| Note: Held By: DREWIS Please provide additional receptacles in all three bedrooms on switch walls, NEC 2011 210.52A. D. Rewis 986-4736 | |||
| ENGIN1 | COMPLETE | 10/03/2017 | 10/18/2017 |
| Note: Released By: TBAKER | |||
| MECH | HOLD | 10/03/2017 | 10/10/2017 |
| Note: Held By: FREODICA 1. Provide signature of owner/agent on energy calculation per FBC 5th ed. 107.2.1.. 2. Provide signature of builder on enegy peformance level (EPL) display card per FBCEC 5th ed. R401.3. 3. Provide signature and license number of hvac contractor on hvac plan per FBC 5th ed. 105.3.1.2. F.Reodica -386-986-4734. | |||
| PLUM | COMPLETE | 10/03/2017 | 10/10/2017 |
| Note: Released By: FREODICA | |||
| SW1 | HOLD | 10/03/2017 | 10/09/2017 |
| Note: Held By: DREWIS Please provide a proposed site plan depicting proposed survey measurments for stormwater flow grade measurements at the foundation wall and 10' away from foundation wall, FBC 401.3 D. Rewis 986-4736 | |||
| UD1 | COMPLETE | 10/03/2017 | 10/09/2017 |
| Note: Released By: MBACON 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. | |||
| ZON | HOLD | 10/03/2017 | 10/04/2017 |
| Note: Held By: AMOBLEY Please provide a site plan showing the proposed building with setbacks |
Fees & Payments
(Permit is not ready for pickup until the permit has been processed and fees appear)
| Description | Amount Due | Date Paid |
| CONTRACTOR CHANGE | ¤40.00 | 04/24/2019 |
| RECORDING FEE REIMBURSE DOC | ¤44.00 | 04/24/2019 |
| REINSPECTION FEE | ¤40.00 | 04/24/2019 |
| NEW RESIDENTIAL INSPECTIONS | ¤408.00 | 11/15/2017 |
| SITE PLAN 20 | ¤20.00 | 11/15/2017 |
| SURCHARGE FS 533.721 | ¤10.77 | 11/15/2017 |
| SURCHARGE - FS 468.631 | ¤16.15 | 11/15/2017 |
| STORM WATER PERMIT FEES | ¤80.00 | 11/15/2017 |
| 3% TRANS IMPACT FEE CREDIT | (¤93.74) | 11/15/2017 |
| ADMIN FEE | ¤20.00 | 11/15/2017 |
| IMPACT FEE TRANSPORTATION | ¤3,124.67 | 11/15/2017 |
| MECHANICAL FEE | ¤182.40 | 11/15/2017 |
| 3% PARKS IMPACT FEE CREDIT | (¤25.48) | 11/15/2017 |
| PLAN CHECK FEE | ¤81.60 | 11/15/2017 |
| PLUMBING FEE | ¤182.40 | 11/15/2017 |
| ELECTRIC FEE | ¤182.40 | 11/15/2017 |
| 3% FIRE IMPACT FEE CREDIT | (¤6.56) | 11/15/2017 |
| IMPACT FEE FIRE NONRESIDENTIAL | ¤218.79 | 11/15/2017 |
| IMPACT FEE PARKS | ¤849.24 | 11/15/2017 |
| IMPACT FEE SCHOOL | ¤3,600.00 | 11/15/2017 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤8,974.64 |