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Permit #2022071386
Permit Details
Status: COED
| Parcel Id: 07-11-31-7065-00250-0100 |
| CONDITIONED SPACE: 1721 sqft |
| OPENED PORCH (WITH ROOF) : 173 sqft |
| OPENED PORCH (WITH ROOF) : 110 sqft |
| GARAGE: 455 sqft |
| Total Square Footage: 2459 sqft |
| Block: 00250 |
| Subdivision: 2169 - SECTION 65-KANKAKEE RUN |
| Job Phone: 631-929-5500 |
| Location Address: 1 KALVERTON CT |
| Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY |
| Issue Date: 11/08/2022 |
| NOC: RECORDED |
| Applicant name: NICHOLAS JOHN ZOUMAS |
| Owner: WICK PALM DEVELOPMENT LLC |
|
Address SUITE 110 GREENWOOD VILLAGE, CO 80111 |
|
Address 5460 S QUEBEC ST GREENWOOD VILLAGE, CO 80111 |
| Lot: 0100 |
| Contracted Stated Job Value: ¤160,000.00 |
| Job Description: Single Family Home |
| Type: CN |
Contractor
JNS CONTRACTING FLORIDA, LLC
| Status | Location Address | State License Number | Phone |
| ACTIVE |
256 ROUTE 25A WADING RIVER, NY 11792 |
CGC1527793 (Exp: 08/31/2026) | 631-929-5500 |
Sub Contractors
NICHOLAS JOHN ZOUMAS
| Status | Location Address | State License Number | Phone |
| ACTIVE |
256 ROUTE 25A WADING RIVER, NY 11792 |
CGC1527793 (Exp: 08/31/2026) | 631-929-5500 |
JUAN CARLOS GONZALEZ
| Status | Location Address | State License Number |
| ACTIVE |
1328 COUNTY ROAD 308 CRESCENT CITY, FL 32112 |
RF11067806 (Exp: 08/31/2027) |
JOSEPH HORATIO STRADA JR
| Status | Location Address | State License Number | Phone |
| ACTIVE |
3400 ST JOHNS PARKWAY SANFORD, FL 32771 |
EC13003715 (Exp: 08/31/2026) | 877-906-1113 |
JAMES MCGOVERN
| Status | Location Address | Phone | Fax |
| ACTIVE |
PO BOX 354295 PALM COAST, FL 32137 |
(386)931-8940 | (386)986-4835 |
MICHAEL FRANK MORELLO
| Status | Location Address | State License Number | Phone | Fax |
| ACTIVE |
2 HARGROVE GRADE PALM COAST, FL 32164 |
CAC1819466 (Exp: 08/31/2026) | 386-445-5023 | 386-446-4614 |
Inspection History
| Type | Request Date | Result | Inspector |
| BLD - BUILDING FINAL | 12/06/2023 | FINAL APPROVED | BTAYLOR |
| Note: 12/5/2023 - PREVIOUS INSPECTION NOTES 12/5/23: 1). No hot water. (Breaker is off for Water Heater - Checked for proper orientation - OK). 2). Garage door opener safety eyes are above the 6" OC maximum height as required by UL325.6 3). Left side exterior: Hole in CMU wall at low voltage lines need to be sealed. 4). Garage: Holes in CMU wall at main plumbing feed need to be sealed properly. | |||
| BLD - BUILDING FINAL | 12/05/2023 | Disapproved - NO FEE | RSIMS |
| Note: 12/5/23: 1). No hot water. (Breaker is off for Water Heater - Checked for proper orientation - OK). 2). Garage door opener safety eyes are above the 6" OC maximum height as required by UL325.6 3). Left side exterior: Hole in CMU wall at low voltage lines need to be sealed. 4). Garage: Holes in CMU wall at main plumbing feed need to be sealed properly. | |||
| U -UTILITY RESIDENTIAL FINAL | 12/01/2023 | FINAL APPROVED | JHARDING |
| ROW - FINAL APRON (AFTER POUR) | 06/16/2023 | APPROVED | GBERTOLA |
| Note: At the time of the inspection all minimum city requirements were met. It is the builders responsibility to ensure that nothing changes after this Inspection is approved. | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 06/16/2023 | APPROVED | GBERTOLA |
| Note: At the time of the inspection all minimum city requirements were met. It is the builders responsibility to ensure that nothing changes after this Inspection is approved. | |||
| ROW FIELD SURVEY /GRADING CERTIFICATION | 06/16/2023 | APPROVED | GBERTOLA |
| Note: At the time of the inspection all minimum city requirements were met. It is the builders responsibility to ensure that nothing changes after this Inspection is approved. | |||
| ROW - STORMWATER FINAL | 06/16/2023 | APPROVED | GBERTOLA |
| Note: At the time of the inspection all minimum city requirements were met. It is the builders responsibility to ensure that nothing changes after this Inspection is approved. | |||
| ELECTRIC - EARLY POWER | 03/29/2023 | APPROVED | RSIMS |
| ROW- PRE-APRON (PRE-POUR) | 03/28/2023 | APPROVED | EMADISON |
| Note: ** 03/28/27 CORRECTIONS MADE READY TO POUR IN THE EVENT OF RAIN RECHECK CULVERT AND COMPACTION ** MAKE SURE THERE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL _____________________________________________________________________________________________________________________ 3/24/2023 - PREVIOUS INSPECTION NOTES ** 03/24/23 NEED TO HAVE A MINIMUM OF 6 INCHES OF CONCRETE IN APRON EDGE OF ROAD AREA IN APRON HIGH LIGHTED WITH PINK PAINT ITS TO HIGH NEED TO REMOVE MATERIAL ** AT THE TIME OF THIS INSPECTION CULVERT ELEVATION IS GOOD | |||
| ROW- PRE-APRON (PRE-POUR) | 03/24/2023 | Disapproved -FEE REQUIRED | EMADISON |
| Note: ** 03/24/23 NEED TO HAVE A MINIMUM OF 6 INCHES OF CONCRETE IN APRON EDGE OF ROAD AREA IN APRON HIGH LIGHTED WITH PINK PAINT ITS TO HIGH NEED TO REMOVE MATERIAL ** AT THE TIME OF THIS INSPECTION CULVERT ELEVATION IS GOOD | |||
| U - SEWER TIE IN | 03/23/2023 | APPROVED | MGIBSON |
| GRAVITY SEWER TEST | 03/23/2023 | APPROVED | MGIBSON |
| PEP TANK INSTALLATION REQUEST | 01/30/2023 | APPROVED | TSCHWEERS |
| Note: 1/25/2023 10:24:22 AM- PREVIOUS INSPECTION NOTES 1/20/2023 Exterior needs to be completed. | |||
| INSULATION | 01/23/2023 | APPROVED | RSIMS |
| Note: New inspection due to canceled inspection New inspection due to canceled inspection 1/12/2023 - PREVIOUS INSPECTION NOTES 1/12/23: *** Baffles installed at the ceiling height change are installed on the wrong side. The baffles are intended to keep the required insulation depth at the higher ceiling height level. 1/10/2023 - PREVIOUS INSPECTION NOTES 1/10/23: 1). Missing firestop at top plate where kitchen exhaust hood duct goes through. 2). missing cardboard baffles at ceiling height changes and at back porch area. | |||
| INSULATION | 01/20/2023 | CANCELLED BY APPLICANT | WEB |
| Note: New inspection due to canceled inspection 1/12/2023 - PREVIOUS INSPECTION NOTES 1/12/23: *** Baffles installed at the ceiling height change are installed on the wrong side. The baffles are intended to keep the required insulation depth at the higher ceiling height level. 1/10/2023 - PREVIOUS INSPECTION NOTES 1/10/23: 1). Missing firestop at top plate where kitchen exhaust hood duct goes through. 2). missing cardboard baffles at ceiling height changes and at back porch area. | |||
| PEP TANK INSTALLATION REQUEST | 01/20/2023 | Disapproved - NO FEE | TSCHWEERS |
| Note: 1/20/2023 Exterior needs to be completed. | |||
| LATH/BRICK/ WATER BARRIER | 01/20/2023 | APPROVED | RSIMS |
| Note: 1/19/2023 - PREVIOUS INSPECTION NOTES 1/19/23: Cancelled by applicant via text at @ 10:07. 1/13/2023 - PREVIOUS INSPECTION NOTES 1/13/23: Holes at wires and hose bibbs need to be sealed. Also, Persuant to the Contractor's News letter and Florida Building Codes 319.1 & 501.2 (& Emergency Services) -Address must be marked on the exterior of the home & be visible from the street with 4" tall minimum lettering. (New construction - marking the windows with flourescent or reflective paint/other is acceptable). | |||
| LATH/BRICK/ WATER BARRIER | 01/19/2023 | CANCELLED BY APPLICANT | RSIMS |
| Note: 1/19/23: Cancelled by applicant via text at @ 10:07. 1/13/2023 - PREVIOUS INSPECTION NOTES 1/13/23: Holes at wires and hose bibbs need to be sealed. Also, Persuant to the Contractor's News letter and Florida Building Codes 319.1 & 501.2 (& Emergency Services) -Address must be marked on the exterior of the home & be visible from the street with 4" tall minimum lettering. (New construction - marking the windows with flourescent or reflective paint/other is acceptable). | |||
| INSULATION | 01/18/2023 | CANCELLED BY APPLICANT | WEB |
| Note: 1/12/2023 - PREVIOUS INSPECTION NOTES 1/12/23: *** Baffles installed at the ceiling height change are installed on the wrong side. The baffles are intended to keep the required insulation depth at the higher ceiling height level. 1/10/2023 - PREVIOUS INSPECTION NOTES 1/10/23: 1). Missing firestop at top plate where kitchen exhaust hood duct goes through. 2). missing cardboard baffles at ceiling height changes and at back porch area. | |||
| LATH/BRICK/ WATER BARRIER | 01/13/2023 | Disapproved - NO FEE | RSIMS |
| Note: 1/13/23: Holes at wires and hose bibbs need to be sealed. Also, Persuant to the Contractor's News letter and Florida Building Codes 319.1 & 501.2 (& Emergency Services) -Address must be marked on the exterior of the home & be visible from the street with 4" tall minimum lettering. (New construction - marking the windows with flourescent or reflective paint/other is acceptable). | |||
| INSULATION | 01/12/2023 | Disapproved -FEE REQUIRED | RSIMS |
| Note: 1/12/23: *** Baffles installed at the ceiling height change are installed on the wrong side. The baffles are intended to keep the required insulation depth at the higher ceiling height level. 1/10/2023 - PREVIOUS INSPECTION NOTES 1/10/23: 1). Missing firestop at top plate where kitchen exhaust hood duct goes through. 2). missing cardboard baffles at ceiling height changes and at back porch area. | |||
| INSULATION | 01/10/2023 | Disapproved - NO FEE | RSIMS |
| Note: 1/10/23: 1). Missing firestop at top plate where kitchen exhaust hood duct goes through. 2). missing cardboard baffles at ceiling height changes and at back porch area. | |||
| ALL ROUGH | 01/06/2023 | APPROVED | BTAYLOR |
| ROOF VALLEY & METAL | 12/29/2022 | APPROVED | RSIMS |
| ELECTRIC-TUG | 12/28/2022 | APPROVED | LMILLER |
| U-CROSS CONNECTION | 12/28/2022 | APPROVED - AS NOTED | JHARDING |
| Note: No irrigation, no cross connections. | |||
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 12/27/2022 | APPROVED | KSANDOE |
| Note: 12/21/2022 - PREVIOUS INSPECTION NOTES 12/21/22: *** Roof sheathing / braces / Ties / Down Cell - Approved ----- Truss Engineering - Disapproved. 1). Tuss A17 is missing engineering. (marked on MiTech & truss layout | |||
| WALL SHEATHING | 12/21/2022 | APPROVED | RSIMS |
| Note: 12/21/22: No wall sheathging on this house - 100% CMU walls. Inspection approved to move inspection process. | |||
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 12/21/2022 | Disapproved - NO FEE | RSIMS |
| Note: 12/21/22: *** Roof sheathing / braces / Ties / Down Cell - Approved ----- Truss Engineering - Disapproved. 1). Tuss A17 is missing engineering. (marked on MiTech & truss layout | |||
| TIE BEAM / LINTEL | 12/09/2022 | APPROVED | BTAYLOR |
| Note: 12/6/2022 - PREVIOUS INSPECTION NOTES 12/6/22: Ties checked & approved / Rebar disapproved / Window mortar beds disapproved. 1). Rebar does not not have the required clearance for down cell fill in two locations - highlighted on plans. 2). Cinderblock mortar joints are cracked and/or not complete/filled in multiple locations. Please check all. 3). All window mortar beds are in excess of the maximum thickness as required by Florida Building Code. FBC R606.3.1 Bed and head joints. Unless otherwise required or indicated on the project drawings, head and bedjoints shall be 3/8 in ch (9.5 mm) thick, except that the thickness of the bed joint of the starting course placed over foundations shall be not less than 1/4 inch (6.4 mm) and not more than 3/4 inch (19.1 mm). Mortar joint thickness for loadbearing masonry shall be within the following tolerance from the specified dimensions: 1. Bed joint: + 1/8 inch (3.2 mm). 2. Head joint: - 1/4 inch (6.4 mm), + 3/8 inch (9.5 mm). 3. Collar joints: - 1/4 inch (6.4 mm), + 3/8 inch (9.5 mm). | |||
| TIE BEAM / LINTEL | 12/07/2022 | Disapproved -FEE REQUIRED | RSIMS |
| Note: 12/6/22: Ties checked & approved / Rebar disapproved / Window mortar beds disapproved. 1). Rebar does not not have the required clearance for down cell fill in two locations - highlighted on plans. 2). Cinderblock mortar joints are cracked and/or not complete/filled in multiple locations. Please check all. 3). All window mortar beds are in excess of the maximum thickness as required by Florida Building Code. FBC R606.3.1 Bed and head joints. Unless otherwise required or indicated on the project drawings, head and bedjoints shall be 3/8 in ch (9.5 mm) thick, except that the thickness of the bed joint of the starting course placed over foundations shall be not less than 1/4 inch (6.4 mm) and not more than 3/4 inch (19.1 mm). Mortar joint thickness for loadbearing masonry shall be within the following tolerance from the specified dimensions: 1. Bed joint: + 1/8 inch (3.2 mm). 2. Head joint: - 1/4 inch (6.4 mm), + 3/8 inch (9.5 mm). 3. Collar joints: - 1/4 inch (6.4 mm), + 3/8 inch (9.5 mm). | |||
| FOUND SURVEY APPROVED (OFFICE) | 12/02/2022 | APPROVED | TBAKER |
| MONOLITHIC SLAB | 11/17/2022 | APPROVED | RSIMS |
| PLUMBING 1ST ROUGH UNDERGROUND | 11/14/2022 | APPROVED | MGIBSON |
| Note: 11/9/2022 - PREVIOUS INSPECTION NOTES NO HEAD TEST | |||
| PLUMBING 1ST ROUGH UNDERGROUND | 11/09/2022 | Disapproved -FEE REQUIRED | MGIBSON |
| Note: NO HEAD TEST | |||
| WATER METER INSTALLATION REQUEST | 11/09/2022 | APPROVED | CSTONE |
Review History
| Department | Status | Date In | Date Out |
| MECH | HOLD | 01/10/2023 | 01/10/2023 |
| Note: Held By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| MECH | HOLD | 01/10/2023 | 01/10/2023 |
| Note: Held By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM update mechanical subcontractor | |||
| MECH | COMPLETE | 01/10/2023 | 01/10/2023 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 12/02/2022 | 12/02/2022 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 12/02/2022 | 12/02/2022 |
| Note: Released By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM | |||
| SW1 | COMPLETE | 08/16/2022 | 08/23/2022 |
| Note: Released By: PARREN FLANAGAN - (386)986-2392 - PFLANAGAN@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 08/16/2022 | 08/16/2022 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 08/16/2022 | 08/16/2022 |
| Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM | |||
| BLD | COMPLETE | 07/27/2022 | 08/01/2022 |
| Note: Released By: HAROLD ALLEN - (386)986-2357 - HALLEN@PALMCOASTGOV.COM | |||
| CUSVC | COMPLETE | 07/27/2022 | 07/29/2022 |
| Note: Released By: LISA ASBILL - - lasbill@palmcoastgov.com | |||
| ELEC | COMPLETE | 07/27/2022 | 07/28/2022 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 07/27/2022 | 07/27/2022 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| LOCATE | COMPLETE | 07/27/2022 | 08/03/2022 |
| Note: Released By: CANDACE STONE - - CSTONE@PALMCOASTGOV.COM | |||
| MECH | COMPLETE | 07/27/2022 | 07/28/2022 |
| Note: Released By: CHRIS PISCITELLI - (386)986-3782 - CPISCITELLI@PALMCOASTGOV.COM | |||
| SW1 | HOLD | 07/27/2022 | 08/03/2022 |
| Note: Held By: PARREN FLANAGAN - (386)986-2392 - PFLANAGAN@PALMCOASTGOV.COM NEED TO MAKE RIGHT PROPERTY LINE A COMMON SWALE | |||
| ZON | COMPLETE | 07/27/2022 | 08/01/2022 |
| Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM | |||
| SWALE | COMPLETE | 07/27/2022 | 11/16/2022 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM |
Fees & Payments
(Permit is not ready for pickup until the permit has been processed and fees appear)
| Description | Amount Due | Date Paid |
| PLAN REVIEW - REVISION | ¤32.50 | 10/20/2023 |
| REINSPECTION RESIDENTIAL | ¤40.00 | 10/20/2023 |
| REINSPECTION RESIDENTIAL | ¤40.00 | 10/20/2023 |
| CONTRACTOR CHANGE | ¤20.00 | 10/20/2023 |
| SW ENG REINSPECTION 30 | ¤30.00 | 10/20/2023 |
| REINSPECTION RESIDENTIAL | ¤40.00 | 11/09/2022 |
| CONNECTION FEES | ¤1,077.88 | 11/08/2022 |
| 11/08/2022 | ||
| WATER- TURN ON | ¤25.00 | 11/08/2022 |
| ADJUSTMENT 50% | (¤405.07) | 11/08/2022 |
| ADMINISTRATIVE RESIDENTIAL | ¤30.00 | 11/08/2022 |
| INSPECTION - RESIDENTIAL | ¤607.75 | 11/08/2022 |
| PLAN REVIEW - RESIDENTIAL | ¤172.38 | 11/08/2022 |
| 3% FIRE IMPACT FEE CREDIT | (¤11.66) | 11/08/2022 |
| IMPACT FEE FIRE | ¤388.65 | 11/08/2022 |
| IMPACT FEE PARKS | ¤1,455.13 | 11/08/2022 |
| IMPACT FEE SCHOOL | ¤3,600.00 | 11/08/2022 |
| IMPACT FEE TRANSPORTATION | ¤1,764.00 | 11/08/2022 |
| WATER -IRRIGATION INSPECTION | ¤25.00 | 11/08/2022 |
| 3% PARKS IMPACT FEE CREDIT | (¤43.65) | 11/08/2022 |
| SURCHARGE FS 533.721 | ¤2.69 | 11/08/2022 |
| SURCHARGE - FS 468.631 | ¤4.04 | 11/08/2022 |
| SW ENG - FOUNDATION SURVEY | ¤20.00 | 11/08/2022 |
| SW ENG INSPECTION 80 | ¤80.00 | 11/08/2022 |
| SW ENG PRE APRON | ¤30.00 | 11/08/2022 |
| SW ENG - REVIEW 20 | ¤20.00 | 11/08/2022 |
| SW ENG RES REVIEW 200 | ¤200.00 | 11/08/2022 |
| 3% TRANS IMPACT FEE CREDIT | (¤52.92) | 11/08/2022 |
| SEWER INSPECTION | ¤25.00 | 11/08/2022 |
| SEWER CAPITAL FACILITY | ¤4,939.76 | 11/08/2022 |
| WATER CAPITAL FACILITY FEE | ¤3,626.50 | 11/08/2022 |
| SITE PLAN 30 | ¤30.00 | 11/08/2022 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤17,812.98 |