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Permit #2017120779
Permit Details
Status: COED
| Parcel Id: 07-11-31-7009-00110-0220 |
| CONDITIONED SPACE: 1195 sqft |
| GARAGE: 372 sqft |
| OPENED PORCH (WITH ROOF) : 75 sqft |
| OPENED PORCH (WITH ROOF) : 129 sqft |
| CONDITIONED SPACE: 1195 sqft |
| GARAGE: 372 sqft |
| OPENED PORCH (WITH ROOF) : 75 sqft |
| OPENED PORCH (WITH ROOF) : 129 sqft |
| Total Square Footage: 3542 sqft |
| Block: 00110 |
| Subdivision: 2208 - SECTION 9-FLORIDA PARK |
| Job Phone: 386-931-1725 |
| Location Address: 64 FARMSWORTH DR |
| Type: DU - DUPLEX |
| Issue Date: 02/12/2018 |
| NOC: RECORDED |
| Applicant name: JOSEPH ALEIXO PORTAL |
| Owner: SILVA VIGILLO & JESSICA H&W |
|
Address 90 MAYBERRY STREET CUMBERLAND, RI 02864 |
| Lot: 0220 |
| Contracted Stated Job Value: ¤225,000.00 |
| Job Description: DUPLEX |
| Type: CN |
Contractor
SWEETWATER CUSTOM HOMES INC.
| Status | Location Address | State License Number | Phone | Fax |
| INACTIVE |
1105 LAMBERT AVENUE FLAGLER BEACH, FL 32136 |
CBC1252965 (Exp: 08/31/2024) | 386-931-1725 | 386-439-4676 |
Sub Contractors
JOHN ROBERT BLEVINS JR
| Status | Location Address | State License Number | Phone | Fax |
| ACTIVE |
17 PORWYN LANE PALM COAST, FL 32164 |
CAC1816125 (Exp: 08/31/2026) | 386-585-8283 | 386-263-2096 |
CHARLES K DAVIS
| Status | Location Address | State License Number | Phone |
| ACTIVE |
3000 E MOODY BLVD BLDG 2 BUNNELL , FL 32110 |
EC13004270 (Exp: 08/31/2026) | 386-931-6614 |
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 |
JAMES ALLEN TAYLOR
| Status | Location Address | State License Number | Phone | Fax |
| CANCEL |
265 TYMBER CREEK ROAD ORMOND BEACH, FL 32174 |
CCC1326819 (Exp: 08/31/2022) | (386)290-0281 | (386)673-5216 |
Inspection History
| Type | Request Date | Result | Inspector |
| ROW - FINAL APRON (AFTER POUR) | 05/22/2019 | APPROVED | RGROSS |
| ROW - STORMWATER FINAL | 05/22/2019 | APPROVED | RGROSS |
| U -UTILITY RESIDENTIAL FINAL | 05/09/2019 | FINAL APPROVED | JNICHOLS |
| BLD - BUILDING FINAL | 05/09/2019 | FINAL APPROVED | WMILLER |
| ROW - DRAINAGE | 05/07/2019 | APPROVED | RGROSS |
| Note: THIS IS A REINSPECTION | |||
| ROW - FINAL APRON (AFTER POUR) | 05/07/2019 | APPROVED - AS NOTED | RGROSS |
| Note: ROAD REPAIR WILL HAVE TO BE DONE BEFORE FINAL ROW WILL BE APPROVED. ON SITE WITH BUILDER. | |||
| FINAL SURVEY (OFFICE USE ONLY) | 04/25/2019 | APPROVED | JHINDMAN |
| FIREWALL | 04/18/2019 | APPROVED | MWILLIAMS |
| ELECTRIC - EARLY POWER | 04/09/2019 | APPROVED - AS NOTED | RMARTIN |
| Note: SPOKE TO SUSAN FPL RELEASED POWER 3:30THIS IS A REINSPECTION | |||
| ELECTRIC - EARLY POWER | 04/02/2019 | Disapproved -FEE REQUIRED | RMARTIN |
| Note: SERVICE CONDUCTORS NOT CORRECT FOR SERVICE SIZE NEC 310.16 | |||
| ROW- PRE-APRON (PRE-POUR) | 03/07/2019 | APPROVED | RGROSS |
| Note: READY TO POUR | |||
| LATH/BRICK/ WATER BARRIER | 02/28/2019 | APPROVED | MWILLIAMS |
| LATH/BRICK/ WATER BARRIER | 02/19/2019 | Disapproved -FEE REQUIRED | WMILLER |
| Note: SLIDING DOORS NOT FLASHED... (ERAW WOOD EXPOSED NEED TO COMPLETE LATH AT COLLUMNS (WRAP ONTO BLOCK WALL) | |||
| GRAVITY SEWER TEST | 01/24/2019 | APPROVED | JGIBSON |
| U - SEWER TIE IN | 01/23/2019 | APPROVED - AS NOTED | JGIBSON |
| Note: VIEWED U-TIE YESTERDAY | |||
| ROW - DRAINAGE | 01/16/2019 | Disapproved - NO FEE | RGROSS |
| Note: SWALE DRAINAGE NEEDS TO BE OPENED TO ALLOW STORM WATER DRAINAGE DURING CONSTRUCTION. NEXT INSPECTION SCHEDULED FOR 1/24/19. | |||
| INSULATION | 12/05/2018 | APPROVED | WMILLER |
| Note: APPROVED | |||
| INSULATION | 11/29/2018 | Disapproved -FEE REQUIRED | WMILLER |
| Note: FIREBLOCKING R302.11 1-6 (AT VAULTED CEILING INTERSECTION WITH FIREWALL) | |||
| ALL ROUGH | 11/14/2018 | APPROVED | WMILLER |
| Note: APPROVED | |||
| ALL ROUGH | 11/06/2018 | Disapproved -FEE REQUIRED | WMILLER |
| Note: UNIT A AND B AS FOLLOWS.... 1. NAIL PLATES ON ELECTRIC FBC E3802.1 (table), AND 3802.3.2 (TOP OF PANEL) 2. MISSING FASTENERS AT WINDOW OVER ENTRY DOOR 3. 10ft HEAD OF WATER, FBC CHAPTER 25 SECTION P2503.5.1 (1), 4. FIREBLOCKING R302.11 1-6 (KNEEWALL A AT VAULTED CEILING AREAS | |||
| ROOF VALLEY & METAL | 11/02/2018 | APPROVED | WMILLER |
| Note: APPROVED | |||
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 11/02/2018 | APPROVED | WMILLER |
| Note: APPROVED | |||
| ROOF VALLEY & METAL | 08/23/2018 | Disapproved - NO FEE | WMILLER |
| Note: MUST PASS 2460 ROOF SHEATHING / BRACES/TIES/DOWN CELL PRIOR ALSO FYI FASTENERS ARE NOT CORRECT PER CODE UNDERLAYMENT AND OR FASTENERS AS REQUIRED, R905.2.7 (1 -3) (FASTENED WITH STAGGERED ROWS IN THE FIELD WITH A MAXIMUM FASTENER SPACING OF 12 inches, AND ONE ROW AT THE OVERLAPS FASTENED 6 inches OC, LAPS OFFSET BY 6 feet, AND WITH THE MANUFACTURER SPECS) | |||
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 08/22/2018 | CANCELLED BY APPLICANT | WEB |
| TIE BEAM / LINTEL | 07/24/2018 | APPROVED | WMILLER |
| TIE BEAM / LINTEL | 06/21/2018 | Disapproved -FEE REQUIRED | WMILLER |
| Note: 1. GARAGE ON UNIT TO THE LEFT.... MONO SLAB WAS NOT POURED CORRECTLY (GARAGE FLOOR WAS NOT POURED WITH THE MONO FOOTINGS AS PROPOSED... GARAGE FLOOR STILL NOT POURED AT THIS TIME,) NEED REVISION FOR ENGINEERS SPECS ON HOW TO REPAIR FOOTINGS NOT POURED AS PROPOSED AND APPROVED 2. CHANGES IN HEIGHT R609.2.5 AND FIGURE 609.2.5 .... NOT COMPLETED PROPERLY, MISSING CLEANOUTS, MISSING VERTICLES (MARKED ON PLANS 3. CLEANOUT OPENINGS 26. R606.13.7, and 609.1.5.... MISSING CLEANOUTS (MARKED ON PLANS 4. CLEARANCE FROM MASONRY R606.13.4 MINIMUM WALL REINFORCING STEEL COVERAGE (MARKED ON PLANS 5. OVERBEND DOWEL BAR FBC R606.13.3 EXCEPTION 26.. (MARKED ON PLANS) | |||
| FOUND SURVEY APPROVED (OFFICE) | 06/08/2018 | APPROVED | DREWIS |
| MONOLITHIC SLAB | 05/25/2018 | APPROVED | CMINI |
| PLUMBING 1ST ROUGH UNDERGROUND | 04/24/2018 | APPROVED | JGIBSON |
| PLUMBING 1ST ROUGH UNDERGROUND | 04/18/2018 | Disapproved -FEE REQUIRED | JGIBSON |
| Note: NEED PLUMBING RISER FOR INSPECTION |
Review History
| Department | Status | Date In | Date Out |
| SW1 | COMPLETE | 04/22/2019 | 04/25/2019 |
| Note: Released By: JHINDMAN final | |||
| ENGIN1 | COMPLETE | 02/22/2019 | 02/25/2019 |
| Note: Released By: TBAKER | |||
| SW1 | CANCEL | 02/22/2019 | 02/22/2019 |
| UD1 | COMPLETE | 02/22/2019 | 02/26/2019 |
| 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 | COMPLETE | 02/22/2019 | 02/22/2019 |
| Note: Released By: TDOAK | |||
| ENGIN1 | COMPLETE | 01/28/2019 | 01/28/2019 |
| Note: Released By: TBAKER | |||
| SW1 | COMPLETE | 01/28/2019 | 02/01/2019 |
| Note: Released By: JHINDMAN revised site plan | |||
| UD1 | COMPLETE | 01/28/2019 | 01/30/2019 |
| Note: Released By: MBACON | |||
| ZON | COMPLETE | 01/28/2019 | 01/28/2019 |
| Note: Released By: AMOBLEY | |||
| BLD | COMPLETE | 09/24/2018 | 09/28/2018 |
| Note: Released By: JHINDMAN | |||
| BLD | COMPLETE | 08/03/2018 | 08/07/2018 |
| Note: Released By: JHINDMAN | |||
| BLD | COMPLETE | 07/06/2018 | 07/12/2018 |
| Note: Released By: JHINDMAN | |||
| SW1 | COMPLETE | 06/07/2018 | 06/08/2018 |
| Note: Released By: DREWIS Foundation survey | |||
| BLD | COMPLETE | 05/15/2018 | 05/15/2018 |
| Note: Released By: JHINDMAN | |||
| BLD | HOLD | 05/11/2018 | 05/14/2018 |
| Note: Held By: JHINDMAN 1. The revised Footing details do not match the floorplan 4/F, 6/F and 7/F. also rear porch has handwritten 12 x12 footing but 5/F shows 8 inch footing. 5th ed. FBC 107.2.1. J. Hindman 986-3784. 2nd request. | |||
| BLD | HOLD | 05/08/2018 | 05/08/2018 |
| Note: Held By: JHINDMAN 1. The revised Footing details do not match the floorplan 4/F, 6/F and 7/F. also rear porch has handwritten 12 x12 footing but 5/F shows 8 inch footing. 5th ed. FBC 107.2.1. J. Hindman 986-3784. | |||
| SW1 | COMPLETE | 03/16/2018 | 03/20/2018 |
| Note: Released By: DREWIS | |||
| ZON | COMPLETE | 03/16/2018 | 03/16/2018 |
| Note: Released By: AMOBLEY | |||
| MECH | COMPLETE | 02/05/2018 | 02/06/2018 |
| Note: Released By: FREODICA | |||
| MECH | HOLD | 02/01/2018 | 02/01/2018 |
| Note: Held By: FREODICA Second correction submittal comments on energy calculations.: 1. Provide signature of owner/agent on code compliance certification and signature of builder on energy performance level (EPL) display card. FBCECR401.3. 2. Efficiency rating (seer) on energy calculation shows 14 seer but the selected hvac units show 14.5 seer. Coordinate FBC 6th ed. 107.2.1 F.Reodica -386-986-4734. | |||
| MECH | HOLD | 01/29/2018 | 01/31/2018 |
| Note: Held By: FREODICA Efficiency rating (seer) of selected hvac uniits shows 14.5 but energy calculation shows 14. Coordinate per FBC 6th ed. 107.2.1. F.Reodica -386-986-4734. | |||
| ZON | COMPLETE | 01/22/2018 | 01/22/2018 |
| Note: Released By: AMOBLEY | |||
| MECH | HOLD | 01/22/2018 | 01/25/2018 |
| Note: Held By: FREODICA Submitted correction for energy calculations shall be the same as the first submital Form R405-2014 because the permit application is still covered under 2014 permit and therefore shall be referenced to 2014 FBC. F.Reodica -386-986-4734. | |||
| ELEC | COMPLETE | 01/22/2018 | 01/24/2018 |
| Note: Released By: DREWIS | |||
| BLD | COMPLETE | 12/27/2017 | 01/02/2018 |
| Note: Released By: FREODICA | |||
| ELEC | HOLD | 12/27/2017 | 01/03/2018 |
| Note: Held By: DREWIS Provide an electrical riser diagram completer with conductor sizes, NEC 2011 310.15 B16. W/P GFCI for both back porches, NEC 2011 210.52 E3. Daniel Rewis 986-4736 | |||
| ENGIN1 | COMPLETE | 12/27/2017 | 01/16/2018 |
| Note: Released By: TBAKER | |||
| MECH | HOLD | 12/27/2017 | 12/29/2017 |
| Note: Held By: FREODICA Directional orienatation of the building on energy calculation does not match with site plan. cooordinate to comply with FBCEC 5th ed. R403.6.1. F.Reodica -386-986-4734. | |||
| PLUM | COMPLETE | 12/27/2017 | 12/29/2017 |
| Note: Released By: FREODICA | |||
| SW1 | COMPLETE | 12/27/2017 | 01/04/2018 |
| Note: Released By: DREWIS | |||
| UD1 | COMPLETE | 12/27/2017 | 01/02/2018 |
| 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 | 12/27/2017 | 12/27/2017 |
| Note: Held By: AMOBLEY 1. Floor plan page should show calculations of both units and total 2. Please state on landscape plan that irrigation will be installed for the St. Augustine Sod |
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 | 05/22/2019 |
| REVISION | ¤40.00 | 05/22/2019 |
| REVISION | ¤40.00 | 05/22/2019 |
| REVISION | ¤40.00 | 05/22/2019 |
| REINSPECTION FEE | ¤40.00 | 05/22/2019 |
| REINSPECTION FEE | ¤40.00 | 05/22/2019 |
| REINSPECTION FEE | ¤40.00 | 05/22/2019 |
| REINSPECTION FEE | ¤40.00 | 05/22/2019 |
| REINSPECTION FEE | ¤40.00 | 05/22/2019 |
| REINSPECTION FEE | ¤40.00 | 05/22/2019 |
| NEW RESIDENTIAL INSPECTIONS | ¤626.00 | 02/12/2018 |
| SITE PLAN 20 | ¤20.00 | 02/12/2018 |
| SURCHARGE FS 533.721 | ¤15.35 | 02/12/2018 |
| SURCHARGE - FS 468.631 | ¤23.02 | 02/12/2018 |
| STORM WATER PERMIT FEES | ¤80.00 | 02/12/2018 |
| 3% TRANS IMPACT FEE CREDIT | (¤187.48) | 02/12/2018 |
| ADMIN FEE | ¤20.00 | 02/12/2018 |
| ELECTRIC FEE | ¤247.80 | 02/12/2018 |
| 3% FIRE IMPACT FEE CREDIT | (¤13.13) | 02/12/2018 |
| IMPACT FEE FIRE NONRESIDENTIAL | ¤437.58 | 02/12/2018 |
| IMPACT FEE PARKS | ¤1,698.48 | 02/12/2018 |
| IMPACT FEE SCHOOL | ¤7,200.00 | 02/12/2018 |
| IMPACT FEE TRANSPORTATION | ¤6,249.34 | 02/12/2018 |
| MECHANICAL FEE | ¤247.80 | 02/12/2018 |
| 3% PARKS IMPACT FEE CREDIT | (¤50.95) | 02/12/2018 |
| PLAN CHECK FEE | ¤125.20 | 02/12/2018 |
| PLUMBING FEE | ¤247.80 | 02/12/2018 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤17,386.81 |