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Permit #2016110799
Permit Details
Status: COED
| Parcel Id: 48-11-31-1710-00000-0880 |
| CONDITIONED SPACE: 2947 sqft |
| GARAGE: 765 sqft |
| OPENED PORCH (WITH ROOF) : 81 sqft |
| OPENED PORCH (WITH ROOF) : 418 sqft |
| Total Square Footage: 4211 sqft |
| Block: 00000 |
| Subdivision: 2087 - ESTATES AT GRAND HAVEN PHASE II |
| Job Phone: 386-947-4481 |
| Location Address: 4 BLUE OAK LN |
| Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY |
| Issue Date: 12/16/2016 |
| NOC: RECORDED |
| Applicant name: ERIC CHRISTOPHER OLSEN |
| Owner: FERNICOLA, RICHARD J SR & ROSEMARIE |
|
Address 66 LINCOLN ST EAST HANOVER, NJ 07936 |
| Lot: 0880 |
| Contracted Stated Job Value: ¤432,500.00 |
| Job Description: SINGLE FAMILY RESIDENCE |
| Type: CN |
Contractor
OLSEN CUSTOM HOMES AND CONSULTING INC
| Status | Location Address | State License Number | Phone | Fax |
| ACTIVE |
131 MAGNOLIA AVE DAYTONA BEACH, FL 32114 |
CGC1508852 (Exp: 08/31/2026) | 386-947-4481 | (386)947-4484 |
Sub Contractors
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 |
JOHN BRADLEY WINFREY JR
| Status | Location Address | State License Number | Phone | Fax |
| ACTIVE |
1685 S. CLARA AVE Deland, FL 32720 |
CFC054901 (Exp: 08/31/2026) | 386-734-0154 | 386-734-2751 |
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 |
MARK A RUGGIERO
| Status | Location Address | State License Number | Phone |
| INACTIVE |
411 6TH STREET HOLLY HILL , FL 32117 |
01612 (Exp: 07/23/2023) | 386-252-5555 |
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 |
| U -UTILITY RESIDENTIAL FINAL | 08/09/2017 | FINAL APPROVED | LFITZGERALD |
| Note: THIS IS A REINSPECTION-to repeat-please clean out excessive soils in both the reuse/water meter pits for this and further inspections | |||
| U -UTILITY RESIDENTIAL FINAL | 08/07/2017 | Disapproved -FEE REQUIRED | LFITZGERALD |
| Note: The backfloe preventers in the water meter pit are turned to the point where they possibly will not function correctly and also there is no access to the petcocks at the current angle. Please restore water service to the proper alignment and remove all excess soils from box. | |||
| BLD - BUILDING FINAL | 08/02/2017 | FINAL APPROVED | CMINI |
| GAS FINAL | 08/02/2017 | FINAL APPROVED | CMINI |
| Note: THIS IS A REINSPECTION | |||
| ROW - FINAL INSPECTION | 08/01/2017 | APPROVED | RGROSS |
| Note: THIS IS A REINSPECTION. APPROVED | |||
| ROW - FINAL INSPECTION | 07/31/2017 | Disapproved -FEE REQUIRED | RGROSS |
| Note: THIS IS A REINSPECTION. NO APPROVED FINAL SURVEY ON SITE. | |||
| FINAL SURVEY (OFFICE USE ONLY) | 07/31/2017 | APPROVED | JHINDMAN |
| Note: THIS IS A REINSPECTION | |||
| FINAL SURVEY (OFFICE USE ONLY) | 07/27/2017 | Disapproved - NO FEE | FREODICA |
| Note: Surface drain water shall flow from the rear to the front as per approved plan. | |||
| ROW - FINAL INSPECTION | 07/27/2017 | Disapproved -FEE REQUIRED | RGROSS |
| Note: SOD BARE EARTH AREAS IN THE ROW ON BOTH SIDES OF THE PROPERTY LINES. REMOVE PILE OF STONES AND BASE MATERIAL IN THE ROW ON THE RIGHT SIDE PROPERTY LINE AND SOD. | |||
| U-CROSS CONNECTION | 07/19/2017 | APPROVED | LFITZGERALD |
| ROW- PRE-APRON (PRE-POUR) | 07/18/2017 | APPROVED - AS NOTED | RGROSS |
| Note: THIS IS A REINSPECTION. INSPECTED PRIOR TO POUR. APPROVED. | |||
| ROW- PRE-APRON (PRE-POUR) | 07/14/2017 | Disapproved -FEE REQUIRED | RGROSS |
| Note: THIS IS A REINSPECTION. PAVERS IN PLACE. SECOND PART WAS FOR SIDEWALK. MUST HAVE A MINIMUM 2% SLOPE ON THE ENTIRE SIDEWALK. SOME PLACES HAVE A NEGATIVE SLOPE. MANY OTHER PLACES NOT 2%. | |||
| GAS FINAL | 07/14/2017 | Disapproved -FEE REQUIRED | JGIBSON |
| Note: NO GAS RISER NO PERMIT POSTED GAS RERGULATORS NOT IN | |||
| ROW - FINAL APRON (AFTER POUR) | 06/16/2017 | APPROVED | RGROSS |
| Note: APPROVED | |||
| ROW- PRE-APRON (PRE-POUR) | 06/13/2017 | PARTIALLY APPROVED | RGROSS |
| Note: APPROVED FOR CONCRETE APRON POUR ONLY. PAVER DRIVEWAY | |||
| ELECTRIC - EARLY POWER | 06/02/2017 | APPROVED - AS NOTED | RMARTIN |
| Note: SPOKE TO SUSAN FPL RELEASED EARLY POWER 1:30 | |||
| LATH/BRICK/ WATER BARRIER | 05/01/2017 | APPROVED | LMILLER |
| ALL ROUGH | 04/25/2017 | APPROVED | LMILLER |
| Note: THIS IS A REINSPECTION | |||
| INSULATION | 04/25/2017 | APPROVED | LMILLER |
| ALL ROUGH | 04/17/2017 | Disapproved -FEE REQUIRED | LMILLER |
| Note: (NEED THE FOLLOWING BY INSULATION INSPECTION) NOTCHING AND DRILLING STUDS R 602.2.3 NOT MORE THAN 40 percent FOR NOTCHING, AND 60 percent WITH A MINIMUM OF 5/8 inch TO THE EDGE (MARKED WITH ORANGE PAINT) WINDOW SHIMS AT ARCHES,.... SHIM WINDOW IN ACCORDANCE WITH FBC 612.7.2.1 AND MANUFACTURER INSTALLATION SPECS (NO MORE THAN .25 inch GAP AND SHIMMED). OR PROVIDE SPECS FOR INSTALATION METHOD USED. | |||
| ROOF VALLEY & METAL | 03/07/2017 | APPROVED | LMILLER |
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 03/03/2017 | APPROVED | LMILLER |
| Note: THIS IS A REINSPECTION | |||
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 03/01/2017 | Disapproved -FEE REQUIRED | LMILLER |
| Note: STILL WORKING NOT READY | |||
| ELECTRIC-TUG | 02/24/2017 | APPROVED - AS NOTED | RMARTIN |
| Note: SPOKE TO DELL FPL RELEASED TUG POWER 11:30 | |||
| GRAVITY SEWER TEST | 02/09/2017 | APPROVED | LMILLER |
| Note: THIS IS A REINSPECTION | |||
| TIE BEAM / LINTEL | 02/07/2017 | APPROVED | LMILLER |
| FOUND SURVEY APPROVED (OFFICE) | 02/06/2017 | APPROVED | FREODICA |
| GRAVITY SEWER TEST | 02/03/2017 | Disapproved -FEE REQUIRED | LMILLER |
| Note: THIS IS A REINSPECTION 10ft HEAD OF WATER, FBC CHAPTER 25 SECTION P2503.5.1 (1), STACK AT HOUSE WALL IS CAPPED AND GLUED, PROVIDE ACCESS FOR INSPECTOR) | |||
| U - SEWER TIE IN | 02/03/2017 | APPROVED | JNICHOLS |
| GRAVITY SEWER TEST | 01/30/2017 | Disapproved -FEE REQUIRED | LMILLER |
| Note: UNCOVER WORK TO BE INSPECTED..FBC...P2503.2 | |||
| MONOLITHIC SLAB | 01/19/2017 | APPROVED | CMINI |
| Note: THIS IS A REINSPECTION | |||
| MONOLITHIC SLAB | 01/18/2017 | Disapproved -FEE REQUIRED | DROCKWELL |
| Note: Compaction report not in box | |||
| MONOLITHIC SLAB | 01/17/2017 | CANCELLED BY APPLICANT | AIRS WEB |
| PLUMBING 1ST ROUGH UNDERGROUND | 01/12/2017 | APPROVED | LMILLER |
Review History
| Department | Status | Date In | Date Out |
| PLFM | COMPLETE | 08/03/2017 | 08/04/2017 |
| Note: The provided survey is consistent with the provided elevation certificate. The provided documentation has been deemed sufficient at this time. Note that an additional elevation certificate and final survey will be required before CO. | |||
| SW1 | COMPLETE | 07/31/2017 | 07/31/2017 |
| Note: Released By: JHINDMAN final s | |||
| PLFM | HOLD | 07/26/2017 | 08/01/2017 |
| Note: The provided foundation survey dated 09-09-16 details FFE as 11.3’ and garage is 10.8’ in NAVD 1988; however, the applicable elevation certificate dated 02-02-17 reflects FFE as 11.3’ (C2a) and garage as 10.8’ (C2d) in NGVD 1929. Please clarify the datum used for foundation survey and elevation certificate. Provide amended document(s) accordingly. Both the foundation survey and elevation certificate must be consistent after applying the conversion of NAVD to NGVD. | |||
| SW1 | HOLD | 07/25/2017 | 07/27/2017 |
| Note: Held By: FREODICA final s Surface drain water shall flow from the rear to the front as per approved plan. | |||
| PLFM | HOLD | 02/06/2017 | 02/07/2017 |
| Note: 1. The provided foundation survey dated 09/19/16 surveyor note #7 states that “Elevations are based on the NAVD of 1929”. Datum utilized for the City of Palm Coast Division is traditionally NAVD 1988. Please clarify the datum utilized for the foundation survey. The elevations for Section C2 of the elevation certificate noted as NGVD 1929 are the exact same elevations on the foundation survey. Please modify foundation survey notes, elevations and/or elevation certificate as applicable. A narrative detailing how the inconsistency was addressed should also be provided with the “correction” resubmittal documentation. 2. Also, an elevation is not provided on the foundation survey but provided as an elevation for Section C2e. Informational: Note that additional comments may be generated based on the resubmittal documentation. | |||
| SW1 | COMPLETE | 02/03/2017 | 02/06/2017 |
| Note: Released By: FREODICA foundation s | |||
| SW1 | COMPLETE | 12/06/2016 | 12/13/2016 |
| PLFM | COMPLETE | 12/06/2016 | 12/06/2016 |
| Note: The amended elevation certificate and propane tank documents have satisfied the previous comments. | |||
| BLD | COMPLETE | 12/06/2016 | 12/13/2016 |
| BLD | COMPLETE | 11/16/2016 | 11/22/2016 |
| ELEC | COMPLETE | 11/16/2016 | 11/21/2016 |
| ENGIN1 | COMPLETE | 11/16/2016 | 11/16/2016 |
| MECH | COMPLETE | 11/16/2016 | 11/21/2016 |
| PLUM | COMPLETE | 11/16/2016 | 11/21/2016 |
| SW1 | HOLD | 11/16/2016 | 11/22/2016 |
| Note: 1. Provide a proposed finish floor elevation that meets or exceeds the lot grading plan for the subdivision. J. Hindman 986-3784. | |||
| UD1 | COMPLETE | 11/16/2016 | 11/17/2016 |
| Note: 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 | COMPLETE | 11/16/2016 | 11/17/2016 |
| PLFM | HOLD | 11/16/2016 | 11/29/2016 |
| Note: 1. The building Site Plan details FFE as 9.4’ in NAVD 1988 revised 10/31/16 and signed 09/30/16; however the site plan depicting the approximate location of underground propane tank depicts 11.4’ that is not signed by an A1A East Coast Land Surveying, LLC. representative. All site plans shall be consistent with the provided elevation certificate elevations with the necessary conversion adjustment between datum. See comment 2 of this review cycle for cross-reference. NAVD to NGVD = + 1.04’ 2. The provided elevation certificate notes that BFE is 9.4’ (Section B9) and FFE at 10.4’ (Section C2a). The garage (Section C2d) and machinery (Section C2e) shall be a minimum of 1.0’ above BFE which calculates to 10.4’ or more. Amend the elevation certificate and site plan(s) to reflect this requirement. Take in consideration comment 1 of this review cycle. 3. According to the provided site plan, a 250-gallon propane tank is proposed to be installed underground. The tank shall be installed 1-foot above base flood elevation [10.02.06, LDC] and anchored to ensure that the tank will not be displaced due to buoyancy forces and result in flood hazards. Provide calculations and detail of how the tank will be anchored above or below ground to minimize threat of buoyancy hazards. Informational: Please note that after this review, an elevation certificate will be required at two (2) future stages: 1) Building Under Construction (at foundation) and 2) Finished Construction (final). | |||
| URB | COMPLETE | 11/16/2016 | 11/18/2016 |
Fees & Payments
(Permit is not ready for pickup until the permit has been processed and fees appear)
| Description | Amount Due | Date Paid |
| REINSPECTION FEE | ¤40.00 | 08/08/2017 |
| REINSPECTION FEE | ¤40.00 | 08/01/2017 |
| REINSPECTION FEE | ¤40.00 | 08/01/2017 |
| REINSPECTION FEE | ¤40.00 | 08/01/2017 |
| REINSPECTION FEE | ¤40.00 | 08/01/2017 |
| REINSPECTION FEE | ¤40.00 | 08/01/2017 |
| REINSPECTION FEE | ¤40.00 | 08/01/2017 |
| REINSPECTION FEE | ¤40.00 | 08/01/2017 |
| REINSPECTION FEE | ¤40.00 | 08/01/2017 |
| REINSPECTION FEE | ¤40.00 | 08/01/2017 |
| ADMIN FEE | ¤20.00 | 12/16/2016 |
| ELECTRIC FEE | ¤319.80 | 12/16/2016 |
| 3% FIRE IMPACT FEE CREDIT | (¤6.43) | 12/16/2016 |
| IMPACT FEE FIRE NONRESIDENTIAL | ¤214.29 | 12/16/2016 |
| IMPACT FEE PARKS | ¤849.24 | 12/16/2016 |
| IMPACT FEE SCHOOL | ¤3,600.00 | 12/16/2016 |
| IMPACT FEE TRANSPORTATION | ¤3,124.67 | 12/16/2016 |
| MECHANICAL FEE | ¤319.80 | 12/16/2016 |
| 3% PARKS IMPACT FEE CREDIT | (¤25.48) | 12/16/2016 |
| PLAN CHECK FEE | ¤173.20 | 12/16/2016 |
| PLUMBING FEE | ¤319.80 | 12/16/2016 |
| NEW RESIDENTIAL INSPECTIONS | ¤866.00 | 12/16/2016 |
| SITE PLAN 20 | ¤20.00 | 12/16/2016 |
| SURCHARGE FS 533.721 | ¤30.58 | 12/16/2016 |
| SURCHARGE - FS 468.631 | ¤30.58 | 12/16/2016 |
| STORM WATER PERMIT FEES | ¤80.00 | 12/16/2016 |
| 3% TRANS IMPACT FEE CREDIT | (¤93.74) | 12/16/2016 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤10,242.31 |