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Permit #2018120148
Permit Details
Status: COED
| Parcel Id: 07-11-31-7025-00140-0290 |
| CONDITIONED SPACE: 1571 sqft |
| GARAGE: 443 sqft |
| OPENED PORCH (WITH ROOF) : 46 sqft |
| OPENED PORCH (WITH ROOF) : 201 sqft |
| Total Square Footage: 2261 sqft |
| Block: 00140 |
| Subdivision: 2189 - SECTION 25-PINE GROVE |
| Job Phone: 407-307-4753 |
| Location Address: 22 PERKINS LN |
| Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY |
| Issue Date: 01/25/2019 |
| NOC: RECORDED |
| Applicant name: SHAWN VIRAG |
| Owner: DLP BRITE HOMES LLC |
|
Address 605 PALENCIA CLUB DRIVE ST AUGUSTINE, FL 32095 |
| Lot: 0290 |
| Contracted Stated Job Value: ¤135,466.00 |
| Job Description: SINGLE FAMILY RESIDENCE |
| Type: CN |
Contractor
SHAWNTELLE CONSULTING AND DESIGN LLC
| Status | Location Address | State License Number | Phone |
| CANCEL |
611 LARGOVISTA DR OAKLAND, FL 34787 |
CBC1261160 (Exp: 08/31/2020) | 407-307-4753 |
Sub Contractors
TERRY BRICE DICKERSON
| Status | Location Address | State License Number | Phone |
| ACTIVE |
4300 ST JOHN'S PARKWAY ALPHARETTA, GA 30009 |
CCC1326209 (Exp: 08/31/2026) | 407-548-6733 |
JOSEPH H STRADA JR
| Status | Location Address | State License Number | Phone |
| CANCEL |
3400 ST JOHNS PKWY SANFORD, FL 32771 |
EC13003715 (Exp: 08/31/2022) | 877-906-1113 |
RALPH RICHARD PARROTT
| Status | Location Address | State License Number | Phone |
| INACTIVE |
7777 WICKHAM ROAD, SUITE 12507 MELBOURNE, FL 32940 |
CFC1429812 (Exp: 08/31/2026) | 407-568-9202 |
ROBERT G DELLO RUSSO
| Status | Location Address | State License Number | Phone | Fax |
| DECEASED |
531 CODISCO WAY SANFORD, FL 32771 |
CAC032448 (Exp: 08/31/2022) | (407)831-2665 | (407)333-3853 |
JONATHAN M PEARSON
| Status | Location Address | State License Number | Phone | Fax |
| ACTIVE |
209 N FORSYTH ST BUNNELL, FL 32110 |
CFC1425941 (Exp: 08/31/2026) | 386-597-0944 | 386-437-4996 |
Inspection History
| Type | Request Date | Result | Inspector |
| ROW - STORMWATER FINAL | 01/15/2020 | APPROVED | MMAJEWSKI |
| Note: THIS IS A REINSPECTION | |||
| U -UTILITY RESIDENTIAL FINAL | 10/31/2019 | APPROVED - AS NOTED | LFITZGERALD |
| Note: Sewer cap was cossed threaded-Tom informed and was directed to correct | |||
| ROW - STORMWATER FINAL | 10/31/2019 | Disapproved - NO FEE | MMAJEWSKI |
| Note: PIECES OF CONCRETE AND GARBAGE AT FRONT LEFT SIDE OF PROPERTY NEED TO BE CLEANED UP. | |||
| ROW - FINAL APRON (AFTER POUR) | 10/31/2019 | APPROVED | MMAJEWSKI |
| BLD - BUILDING FINAL | 10/30/2019 | FINAL APPROVED | JCOLASANTI |
| BLD - BUILDING FINAL | 08/29/2019 | CANCELLED BY APPLICANT | WEB |
| ROW FIELD SURVEY /GRADING CERTIFICATION | 08/06/2019 | Disapproved - NO FEE | RGROSS |
| Note: THERE IS A LOW SPOT ON THE LEFT REAR CORNER OF THE HOUSE THAT IS SUPPOSED TO DRAIN FORWARD. SEE FIELD SURVEY MARKUP. | |||
| FINAL SURVEY (OFFICE USE ONLY) | 08/06/2019 | APPROVED | RGROSS |
| ELECTRIC - EARLY POWER | 07/16/2019 | APPROVED - AS NOTED | RMARTIN |
| Note: SPOKE TO SUSAN FPL RELEASED POWER 3:50 | |||
| ROW- PRE-APRON (PRE-POUR) | 07/10/2019 | APPROVED - AS NOTED | KHOWELL |
| Note: THE APPROVED SITE PLAN IS REQUIRED TO BE IN THE DOC BOX FOR THIS INSPECTION SO THE BENCH MARK CAN BE VERIFIED. It is the BUILDER'S RESPONSIBILITY: to recheck elevations and pipe size, to insure that an obstruction does not exist READY TO POUR upstream and or downstream, that the culvert pipe is set to and or follows the swale plan, form the driveway to the approved site plan and follow the approved driveway detail sheet provided by the City of Palm Coast. PRIOR to placement of concrete. | |||
| U - SEWER TIE IN | 07/01/2019 | APPROVED - AS NOTED | JGIBSON |
| Note: VIDEO SENT BY PLUMBER FOR U-TIE IN | |||
| GRAVITY SEWER TEST | 07/01/2019 | APPROVED | JGIBSON |
| LATH/BRICK/ WATER BARRIER | 05/29/2019 | APPROVED | WMILLER |
| INSULATION | 05/23/2019 | APPROVED | JCOLASANTI |
| ALL ROUGH | 05/21/2019 | APPROVED - AS NOTED | JCOLASANTI |
| Note: THIS IS A REINSPECTION need to bond metal box in master bedroom | |||
| ALL ROUGH | 05/20/2019 | Disapproved -FEE REQUIRED | JCOLASANTI |
| Note: THIS IS A REINSPECTION Add bolt at ledger board and tighten right side bolt....fix knockout in panel....bond metal boxes....fresh air duct needs to e extended to drop ceiling height at porch....need to completly mastic the dryer vent....BEARING WALLS DRILLING AND KNOTCHING-STUDS..FBC…602.1.4……. TOP PLATES.FBC.. .602.6.1 ( need correct plate and place 6" past the edge of holes at kitchen /bath vet pipe through barring wall)... | |||
| ALL ROUGH | 05/17/2019 | Disapproved -FEE REQUIRED | JCOLASANTI |
| Note: Add bolt at ledger board and tighten right side bolt/Provide solid blocking between trusses top and bottom as so sheathing can be nailed per plan right of entry.Will check next inspection (not completed from roof sheathing inspection) | |||
| ROOF VALLEY & METAL | 05/10/2019 | APPROVED | MWILLIAMS |
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 05/09/2019 | APPROVED - AS NOTED | DROCKWELL |
| Note: Add bolt at ledger board and tighten right side bolt/Provide solid blocking between trusses top and bottom as so sheathing can be nailed per plan right of entry.Will check next inspection | |||
| TIE BEAM / LINTEL | 04/24/2019 | APPROVED | WMILLER |
| Note: THIS IS A REINSPECTION DEFICIENCIES NOTED BY INSPECTOR JC PRIOR RESOLVED | |||
| ELECTRIC-TUG | 04/24/2019 | APPROVED - AS NOTED | RMARTIN |
| Note: SPOKE TO DELL FPL RELEASED POWER 3:20 | |||
| TIE BEAM / LINTEL | 04/18/2019 | Disapproved -FEE REQUIRED | JCOLASANTI |
| Note: THIS IS A REINSPECTION etter needs to be approved by COPC and approved sheet must be on site at time of inspection...detail S11 shows steel in cells, no steel in cells on site. FBC 802 | |||
| TIE BEAM / LINTEL | 04/11/2019 | Disapproved -FEE REQUIRED | JCOLASANTI |
| Note: missing cell right side wall...need cell at header front entry per code marked on floor plan......need to tie in bock at raise section to house at entry FBC 802 | |||
| FOUND SURVEY APPROVED (OFFICE) | 04/10/2019 | APPROVED | JHINDMAN |
| MONOLITHIC SLAB | 04/01/2019 | APPROVED | WMILLER |
| Note: THIS IS A REINSPECTION | |||
| MONOLITHIC SLAB | 03/26/2019 | Disapproved -FEE REQUIRED | WMILLER |
| Note: THIS IS A REINSPECTION 12 inch MINIMUM DEPTH , UNDISTURBED GROUND SURFACE… (6TH EDITION) R403.1.3.4 and in accordance with R401.2, and R403.1 ALL FOOTINGS SHALL BE PLACED AT LEAST 12 in. BELOW THE UNDISTURBED GROUND SURFACE (NEED ADDITIONAL COMPACTION REPORT FOR AREAS OUTSIDE OF FOOTINGS AFTER ADDING REQUIRED MINIMUM DEPTH) soil removed from pad for footing and placed on outer side of form board does not meet undisturbed soil requirements. Compaction reports are required for that material. site plan and indication of areas tested for compaction will be required to count as compacted undisturbed soil. | |||
| MONOLITHIC SLAB | 03/19/2019 | Disapproved -FEE REQUIRED | JCOLASANTI |
| Note: MINIMUM DEPTH ON FOOTERS 12" UNDISTURBED SOIL..FBC..403.1.4 MARKED ON PLANS | |||
| PLUMBING 1ST ROUGH UNDERGROUND | 03/12/2019 | APPROVED | JGIBSON |
Review History
| Department | Status | Date In | Date Out |
| SW1 | COMPLETE | 04/05/2019 | 04/10/2019 |
| Note: Released By: JHINDMAN | |||
| BLD | COMPLETE | 03/11/2019 | 03/18/2019 |
| Note: Released By: JHINDMAN | |||
| SWALE | COMPLETE | 01/17/2019 | 01/29/2019 |
| Note: Released By: TBAKER | |||
| ZON | COMPLETE | 01/14/2019 | 01/14/2019 |
| Note: Released By: AMOBLEY | |||
| ENGIN1 | COMPLETE | 01/14/2019 | 01/18/2019 |
| Note: Released By: TBAKER | |||
| PLUM | COMPLETE | 01/14/2019 | 01/22/2019 |
| Note: Released By: JHINDMAN | |||
| ZON | HOLD | 12/14/2018 | 12/14/2018 |
| Note: Held By: AMOBLEY Repeat comment: Survey must have total lot square footage | |||
| ENGIN1 | HOLD | 12/14/2018 | 12/18/2018 |
| Note: Held By: TBAKER Unaccepptable bench mark. See attached image of COPC requirements for site benchmarks. | |||
| SW1 | COMPLETE | 12/14/2018 | 12/18/2018 |
| Note: Released By: DREWIS | |||
| ELEC | COMPLETE | 12/14/2018 | 12/18/2018 |
| Note: Released By: DREWIS | |||
| UD1 | COMPLETE | 12/14/2018 | 12/20/2018 |
| 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 | |||
| PLUM | HOLD | 12/14/2018 | 12/26/2018 |
| Note: Held By: JHINDMAN 1. Provide a master bath minimum sanitary drain size of 3" . 6th ed. FBC R Table 3005.4.1 J. hindman 986-3784. 2nd request | |||
| BLD | COMPLETE | 12/06/2018 | 12/13/2018 |
| Note: Released By: JHINDMAN | |||
| ELEC | HOLD | 12/06/2018 | 12/10/2018 |
| Note: Held By: DREWIS Per NEC 2014 210.52 Provide receptacles for both left side bedrooms at the switch wall. Additional GFCI in the laundry area. GFCI with weather proof cover(406.9) on the porch. Daniel Rewis 986-4736 | |||
| ENGIN1 | HOLD | 12/06/2018 | 12/10/2018 |
| Note: Held By: TBAKER No benchmark on survey | |||
| MECH | COMPLETE | 12/06/2018 | 12/13/2018 |
| Note: Released By: JHINDMAN | |||
| PLUM | HOLD | 12/06/2018 | 12/13/2018 |
| Note: Held By: JHINDMAN 1. Provide a master bath minimum sanitary drain size of 3" . 6th ed. FBC R Table 3005.4.1 J. hindman 986-3784. | |||
| SW1 | HOLD | 12/06/2018 | 12/10/2018 |
| Note: Held By: DREWIS Provide a site plan depicting storm water flow elevations and grade at and away from the foundation wall of residence per Residential Florida Building Code R401.3 and City of Palm Coast Tech. Manual Sec. 5 Eng. Standard 300. Daniel Rewis 986-4736 | |||
| UD1 | HOLD | 12/06/2018 | 12/12/2018 |
| Note: Held By: MBACON Please remove septic tank and drainage field from survey. Gravity sewer is available. | |||
| ZON | HOLD | 12/06/2018 | 12/07/2018 |
| Note: Held By: AMOBLEY Survey must have total lot square footage |
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 | 08/13/2019 |
| REINSPECTION FEE | ¤40.00 | 08/13/2019 |
| REINSPECTION FEE | ¤40.00 | 08/13/2019 |
| REINSPECTION FEE | ¤40.00 | 08/13/2019 |
| REINSPECTION FEE | ¤40.00 | 08/13/2019 |
| REINSPECTION FEE | ¤40.00 | 08/13/2019 |
| REINSPECTION FEE | ¤40.00 | 08/13/2019 |
| NEW RESIDENTIAL INSPECTIONS | ¤406.00 | 01/25/2019 |
| SITE PLAN 20 | ¤20.00 | 01/25/2019 |
| SURCHARGE FS 533.721 | ¤10.73 | 01/25/2019 |
| SURCHARGE - FS 468.631 | ¤16.09 | 01/25/2019 |
| STORM WATER PERMIT FEES | ¤80.00 | 01/25/2019 |
| 3% TRANS IMPACT FEE CREDIT | (¤48.96) | 01/25/2019 |
| ELECTRIC FEE | ¤181.80 | 01/25/2019 |
| 3% FIRE IMPACT FEE CREDIT | (¤6.70) | 01/25/2019 |
| IMPACT FEE FIRE | ¤223.38 | 01/25/2019 |
| IMPACT FEE PARKS | ¤849.24 | 01/25/2019 |
| IMPACT FEE SCHOOL | ¤3,600.00 | 01/25/2019 |
| IMPACT FEE TRANSPORTATION | ¤1,632.00 | 01/25/2019 |
| MECHANICAL FEE | ¤181.80 | 01/25/2019 |
| 3% PARKS IMPACT FEE CREDIT | (¤25.48) | 01/25/2019 |
| PLAN CHECK FEE | ¤81.20 | 01/25/2019 |
| PLUMBING FEE | ¤181.80 | 01/25/2019 |
| ADMIN FEE | ¤20.00 | 01/25/2019 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤7,682.90 |