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Permit #2018050481
Permit Details
Status: COED
| Parcel Id: 07-11-31-7058-00090-0270 |
| CONDITIONED SPACE: 2287 sqft |
| GARAGE: 524 sqft |
| OPENED PORCH (WITH ROOF) : 181 sqft |
| OPENED PORCH (WITH ROOF) : 276 sqft |
| Total Square Footage: 3268 sqft |
| Block: 00090 |
| Subdivision: 2215 - SECTION 58-SEMINOLE PARK |
| Job Phone: (386) 547-0409 |
| Location Address: 33 SENECA PATH |
| Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY |
| Issue Date: 09/17/2018 |
| NOC: RECORDED |
| Applicant name: BOHDAN HAWRYLUK |
| Owner: HAWRYLUK BOHDAN & IDA H&W |
|
Address 14 SLIPPER ORCHID TRAIL E PALM COAST, FL 32164 |
| Lot: 0270 |
| Job Description: SINGLE FAMILY RESIDENCE |
| Type: CN |
Contractor
INTERCOASTAL CONSTRUCTION CO.
| Status | Location Address | State License Number | Phone | Fax |
| INACTIVE |
14 SLIPPER ORCHID TRAIL EAST PALM COAST, FL 32164 |
CBC035048 (Exp: 08/31/2024) | (386) 547-0409 | 386-673-8868 |
Sub Contractors
WILLIE D OGLESBY
| Status | Location Address | State License Number | Phone | Fax |
| CANCEL |
8401 STARR DR ORLANDO, FL 32818 |
CAC1814843 (Exp: 08/31/2022) | 407-252-3535 | 407-668-4066 |
RICHARD D LONGO
| Status | Location Address | State License Number | Phone |
| CANCEL |
5 Needles Lane Ormond Beach, FL 32174 |
RF0040520 (Exp: 08/31/2021) | (386) 503-5502 |
BOHDAN HAWRYLUK
| Status | Location Address | State License Number | Phone | Fax |
| INACTIVE |
14 SLIPPER ORCHID TRAIL EAST PALM COAST, FL 32164 |
CBC035048 (Exp: 08/31/2024) | (386) 547-0409 | 386-673-8868 |
GREGORY ALLEN HENRY
| Status | Location Address | State License Number | Phone |
| ACTIVE |
1332 SUNSET BLVD DAYTONA BEACH, FL 32117 |
EC13009193 (Exp: 08/31/2026) | 386-679-6908 |
Inspection History
| Type | Request Date | Result | Inspector |
| BLD - BUILDING FINAL | 07/21/2020 | FINAL APPROVED | FWILLIS |
| Note: THIS IS A REINSPECTION Outside A/C Units need to be 3" above Grade. | |||
| BLD - BUILDING FINAL | 07/20/2020 | Disapproved - NO FEE | FWILLIS |
| Note: Outside A/C Units need to be 3" above Grade. | |||
| U -UTILITY RESIDENTIAL FINAL | 07/20/2020 | APPROVED | AHALL |
| ROW - STORMWATER FINAL | 07/17/2020 | FINAL APPROVED | KHOWELL |
| ROW - FINAL INSPECTION | 07/17/2020 | APPROVED | KHOWELL |
| ROW - FINAL APRON (AFTER POUR) | 07/17/2020 | APPROVED | KHOWELL |
| FINAL SURVEY (OFFICE USE ONLY) | 07/16/2020 | APPROVED | KHOWELL |
| ROW FIELD SURVEY /GRADING CERTIFICATION | 07/16/2020 | APPROVED | KHOWELL |
| ROW - FINAL APRON (AFTER POUR) | 07/14/2020 | Disapproved - NO FEE | KHOWELL |
| Note: FINAL SURVEY OFFICE IS REQUIRED TO BE APPROVED PRIOR TO THIS INSPECTION BEING DONE | |||
| ROW- PRE-APRON (PRE-POUR) | 05/21/2020 | APPROVED - AS NOTED | KHOWELL |
| Note: 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. | |||
| ROW- PRE-APRON (PRE-POUR) | 05/19/2020 | Disapproved - NO FEE | MMAJEWSKI |
| Note: LEFT SIDE APRON FLARE NEEDS TO BE 36 INCHES PIPE SHOULD BE DUG OUT 6 INCHES DEEP BY 6 INCHES LONG UNDER EACH END OF THE PIPE FROM R.O.W. TO THE GARAGE CONCRETE NEEDS TO BE A MINIMUM OF 4 INCHES THICK | |||
| ELECTRIC - EARLY POWER | 01/14/2020 | APPROVED - AS NOTED | RMARTIN |
| Note: EMAILED FPL RELEASED POWER 9:00 | |||
| ELECTRIC - EARLY POWER | 01/10/2020 | Disapproved -FEE REQUIRED | RMARTIN |
| Note: ELECTRIC RISER IS TOO TALL...... NEC 230.24 A 18"-36" OR GUIDES | |||
| ELECTRIC - EARLY POWER | 12/20/2019 | CANCELLED BY APPLICANT | RMARTIN |
| LATH/BRICK/ WATER BARRIER | 12/20/2019 | APPROVED | FWILLIS |
| INSULATION | 09/12/2019 | APPROVED | DROCKWELL |
| ALL ROUGH | 09/10/2019 | APPROVED - AS NOTED | DROCKWELL |
| Note: THIS IS A REINSPECTION/ Nail plates as directed | |||
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 09/09/2019 | APPROVED | DROCKWELL |
| Note: THIS IS A REINSPECTION | |||
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 08/30/2019 | CANCELLED BY APPLICANT | FWILLIS |
| Note: THIS IS A REINSPECTION | |||
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 08/29/2019 | CANCELLED BY APPLICANT | FWILLIS |
| Note: THIS IS A REINSPECTION | |||
| ALL ROUGH | 08/20/2019 | CANCELLED BY APPLICANT | FWILLIS |
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 08/20/2019 | Disapproved - NO FEE | FWILLIS |
| Note: THIS IS A REINSPECTION Ledger board in garage needs one more anchor bolt straps needed on truss above header in garage one on each side. substitute straps on bearing wall studs need approval. H2's instead of SP's. inspection stopped. | |||
| ROOF VALLEY & METAL | 06/06/2019 | APPROVED | DROCKWELL |
| PLUMBING 1ST ROUGH UNDERGROUND | 04/12/2019 | APPROVED | DROCKWELL |
| TUB SET | 04/12/2019 | APPROVED | DROCKWELL |
| Note: THIS IS A REINSPECTION | |||
| TUB SET | 04/09/2019 | CANCELLED BY APPLICANT | JGIBSON |
| Note: PLUMBER CALLED AND CANCELLED | |||
| ELECTRIC-TUG | 04/09/2019 | CANCELLED BY INSPECTOR | RMARTIN |
| Note: THERE IS NO TUG AVAILABLE, IT IS OVER HEAD SERVICE | |||
| ROOF VALLEY & METAL | 03/29/2019 | APPROVED | DROCKWELL |
| ROOF SHEATHING | 03/25/2019 | APPROVED | DROCKWELL |
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 03/21/2019 | Disapproved -FEE REQUIRED | DROCKWELL |
| Note: Bolt bottom plates all bearing walls/Strap trusses to all bearing walls/Strap headers at all bearing walls/No truss engineering has been completed/Provide solid blocking where ply clips are missing...incomplete inspection not ready | |||
| GRAVITY SEWER TEST | 03/18/2019 | APPROVED | JGIBSON |
| Note: THIS IS A REINSPECTION | |||
| U - SEWER TIE IN | 03/18/2019 | APPROVED | JGIBSON |
| TIE BEAM / LINTEL | 01/18/2019 | APPROVED | DROCKWELL |
| FOUND SURVEY APPROVED (OFFICE) | 01/17/2019 | APPROVED | JHINDMAN |
| MONOLITHIC SLAB | 11/08/2018 | APPROVED | DROCKWELL |
| GRAVITY SEWER TEST | 11/01/2018 | Disapproved - NO FEE | JGIBSON |
| Note: SEWER NOT INSTALLED YET | |||
| PLUMBING 1ST ROUGH UNDERGROUND | 11/01/2018 | APPROVED | JGIBSON |
Review History
| Department | Status | Date In | Date Out |
| SW1 | COMPLETE | 01/10/2019 | 01/17/2019 |
| Note: Released By: JHINDMAN | |||
| ZON | COMPLETE | 09/06/2018 | 09/06/2018 |
| Note: Released By: TAWILLIAMS | |||
| MECH | COMPLETE | 09/06/2018 | 09/13/2018 |
| Note: Released By: JHINDMAN | |||
| ZON | HOLD | 08/28/2018 | 08/28/2018 |
| Note: Held By: TAWILLIAMS Repeat Comment: Driveway must meet the minimum 7.5ft setback | |||
| MECH | HOLD | 08/28/2018 | 09/04/2018 |
| Note: Held By: JHINDMAN The total calculated cooling load shows 33,488 btuh and the selected hvac units capacity shows 43,185 btuh. This is over 1.15 times greater than the calculated load and doesn not comply with FBCEC 6th ed. R403.7.1.1 J. Hindman 986-3784. | |||
| ZON | HOLD | 08/20/2018 | 08/20/2018 |
| Note: Held By: AMOBLEY Walkways can not exceed the maximum width of 6ft Driveway must meet the minimum 7.5ft setback | |||
| MECH | HOLD | 08/20/2018 | 08/23/2018 |
| Note: Held By: RLEE 2. Provide complete information on heating/cooling equipment summary per FBCEC 6th ed. R403.7./R4073.7.1.1. F.Reodica -386-986-4734 | |||
| BLD | COMPLETE | 08/20/2018 | 08/23/2018 |
| Note: Released By: JHINDMAN | |||
| ZON | HOLD | 08/07/2018 | 08/08/2018 |
| Note: Held By: AMOBLEY Walkways can not exceed the maximum width of 6ft Driveway must meet the minimum 7.5ft setback Landscape plan is very difficult to read AC pad must be screened with 7 gallon shrubs Please specify the type of trees being used for the 4 required trees Residential homes shall provide foundation plantings consisting of sixteen (16) shrubs. On interior lots, eight (8) shrubs shall be planted in front of the home, and four (4) shrubs planted on each side of the home. | |||
| MECH | HOLD | 08/07/2018 | 08/09/2018 |
| Note: Held By: FREODICA Repeat comments Review comments based on submitted corrections which were previously approved: 1. Energy performance level (EPL) display card shall be signed by the builder per FBCEC 6th ed. R401.3. 2. Provide complete information on heating/cooling equipment summary per FBCEC 6th ed. R403.7./R4073.7.1.1. F.Reodica -386-986-4734. | |||
| BLD | HOLD | 08/07/2018 | 08/09/2018 |
| Note: Held By: JHINDMAN wall section C does not match foundation plan locations. The C sections have interior and exterior walls.. J. Hindman 986-3784 3rd request | |||
| ZON | HOLD | 08/01/2018 | 08/01/2018 |
| Note: Held By: AMOBLEY Walkways can not exceed the maximum width of 6ft Driveway must meet the minimum 7.5ft setback Landscape plan is very difficult to read. AC pad must be screened with 7 gallon shrubs Please specify the type of magnolias being used Shrubs must wrap each corner and must have at least 4 shrubs along each side of home | |||
| ELEC | COMPLETE | 08/01/2018 | 08/03/2018 |
| Note: Released By: DREWIS | |||
| SW1 | COMPLETE | 08/01/2018 | 08/03/2018 |
| Note: Released By: DREWIS | |||
| BLD | HOLD | 08/01/2018 | 08/03/2018 |
| Note: Held By: JHINDMAN 5. Provide truss layout plan 6th ed. FBC 103.5. 6. wall section C does not match foundation plan locations. The C sections have interior and exterior walls.. J. Hindman 986-3784 | |||
| MECH | HOLD | 08/01/2018 | 08/02/2018 |
| Note: Held By: FREODICA Review comments based on submitted corrections which were previously approved: 1. Energy performance level (EPL) display card shall be signed by the builder per FBCEC 6th ed. R401.3. 2. Provide complete information on heating/cooling equipment summary per FBCEC 6th ed. R403.7./R4073.7.1.1. F.Reodica -386-986-4734. | |||
| SWALE | COMPLETE | 05/10/2018 | 05/30/2018 |
| Note: Released By: TBAKER | |||
| BLD | HOLD | 05/10/2018 | 05/11/2018 |
| Note: Held By: JHINDMAN 1. Provide a complete set of plans that are signed and sealed. the plans only have a photocopy of the seal and the new signature does not have a seal under it per statute. 2. On page 3/8 Provide the correct code references on the plans. The code criteria is not to the current code. The general note number 14 references the wrong code and the handwritten note for the garage walls is the wrong code section.3. The plans have 2 types of design criteria one is for an enclosed building and the other is for a partially enclosed structure with the wrong code sections. 4. Provide a roof underlayment on the typical wall section that complies with the 6th ed. FBC R905.1.1. 5. Provide truss layout plan with connectors per typical wall note and 6th ed. FBC 103.5. 6. page 8 is not legible and roof sheathing table is for 120 mph. not 130.mph. 7. Foundation section C does not match foundation plan. J. Hindman 986-3784 | |||
| ELEC | HOLD | 05/10/2018 | 05/11/2018 |
| Note: Held By: DREWIS Notes too blurred for review. Update code reference to NEC 2014. Daniel Rewis 986-4736 | |||
| ENGIN1 | COMPLETE | 05/10/2018 | 05/10/2018 |
| Note: Released By: TBAKER | |||
| MECH | HOLD | 05/10/2018 | 05/15/2018 |
| Note: Held By: FREODICA 1. Provide hvac plan with signature and licens number of hvac contractor per FBC 6th ed. 105.3.1.2(3) . 2. The capacity of selected hvac units shall not be more than 1.15 times greater than the calculated total cooling load per FBCEC 6th ed. R403.7.1.1. 3. Directional orienatation of the building shown on energy calculations shall be coordinated with site plan to comply with FBCEC 6th ed. R403.7.1. 4. The energy calculations shall be based on the updated code FBCEC 6th ed. (2017). F.Reodica -386-986-4734. | |||
| PLUM | COMPLETE | 05/10/2018 | 05/15/2018 |
| Note: Released By: FREODICA | |||
| SW1 | HOLD | 05/10/2018 | 05/11/2018 |
| Note: Held By: DREWIS Provide a complete site plan with proposed elevations for storm water flow and grades at and away from the foundation per FBC 6th ed R401.3 and COPC Tech. Manual Sec. 5 Eng. Standard. Daniel Rewis 986-4736 | |||
| UD1 | COMPLETE | 05/10/2018 | 05/15/2018 |
| 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 | 05/10/2018 | 05/10/2018 |
| Note: Held By: AMOBLEY Please provide a landscape plan Site plan must state driveway material and width Site plan should show lot total square footage Floor plan area calculations aren't adding up correctly Site plan and drawing footprint do not match Must have banding on all windows and doors visible from the right of way |
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 | 07/23/2020 |
| REINSPECTION FEE | ¤40.00 | 07/23/2020 |
| NEW RESIDENTIAL INSPECTIONS | ¤588.00 | 09/17/2018 |
| SITE PLAN 20 | ¤20.00 | 09/17/2018 |
| SURCHARGE FS 533.721 | ¤14.55 | 09/17/2018 |
| SURCHARGE - FS 468.631 | ¤21.82 | 09/17/2018 |
| STORM WATER PERMIT FEES | ¤80.00 | 09/17/2018 |
| 3% TRANS IMPACT FEE CREDIT | (¤48.96) | 09/17/2018 |
| ADMIN FEE | ¤20.00 | 09/17/2018 |
| ELECTRIC FEE | ¤236.40 | 09/17/2018 |
| 3% FIRE IMPACT FEE CREDIT | (¤6.56) | 09/17/2018 |
| IMPACT FEE FIRE | ¤218.79 | 09/17/2018 |
| IMPACT FEE PARKS | ¤849.24 | 09/17/2018 |
| IMPACT FEE SCHOOL | ¤3,600.00 | 09/17/2018 |
| IMPACT FEE TRANSPORTATION | ¤1,632.00 | 09/17/2018 |
| MECHANICAL FEE | ¤236.40 | 09/17/2018 |
| 3% PARKS IMPACT FEE CREDIT | (¤25.48) | 09/17/2018 |
| PLAN CHECK FEE | ¤117.60 | 09/17/2018 |
| PLUMBING FEE | ¤236.40 | 09/17/2018 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤7,870.20 |