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Permit #2025040602
Permit Details
Status: COED
| Parcel Id: 03-12-31-1125-00000-0590 |
| CONDITIONED SPACE: 2394 sqft |
| GARAGE: 502 sqft |
| OPENED PORCH (WITH ROOF) : 43 sqft |
| OPENED PORCH (WITH ROOF) : 176 sqft |
| Total Square Footage: 3115 sqft |
| Subdivision: 2112 - COLBERT LANDINGS PH 1 |
| Job Phone: 813-917-1689 |
| Location Address: 16 GEOSAM DR |
| Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY |
| Issue Date: 04/22/2025 |
| NOC: RECORDED |
| Applicant name: SCOTT EVAN KEUNING |
| Owner: TAYLOR MORRISON OF FLORIDA INC |
|
Address 1275 W GRANADA BLVD ORMOND BEACH, FL 32174 |
|
Address SUITE 3B ORMOND BEACH, FL 32174 |
| Lot: 59 |
| Contracted Stated Job Value: ¤183,103.00 |
| Job Description: SINGLE FAMILY RESIDENCE |
| Type: CN |
Contractor
TAYLOR MORRISON OF FLORIDA INC
| Status | Location Address | State License Number | Phone |
| ACTIVE |
7785 BAY MEADOWS WAY, SUITE 105 JACKSONVILLE, FL 32256 |
CBC1265083 (Exp: 08/31/2026) | 813-917-1689 |
Sub Contractors
JOSEPH H STRADA JR
| Status | Location Address | State License Number | Phone |
| ACTIVE |
3400 ST JOHNS PKWY SANFORD, FL 32771 |
CAC043953 (Exp: 08/31/2026) | 877-906-1113 |
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 |
BENJAMIN MICHAEL RAY
| Status | Location Address | Mailing Address | State License Number | Phone | Fax |
| ACTIVE |
6310 MABLETON PKWY JACKSONVILLE, FL 32216 |
SUITE 1000 MABLETON, GA 30126 |
CFC1428415 (Exp: 08/31/2026) | 904-861-5421 | 904-861-5426 |
CHASE RANDOLPH MASSEY
| Status | Location Address | State License Number | Phone |
| ACTIVE |
10048 103RD ST JACKSONVILLE, FL 32210 |
CCC1332486 (Exp: 08/31/2026) | 904-248-1133 |
Inspection History
| Type | Request Date | Result | Inspector |
| U-CROSS CONNECTION | 10/03/2025 | APPROVED | BHAINES |
| ROW - STORMWATER FINAL | 10/03/2025 | APPROVED | FSLADISH |
| Note: 10/3/25 REQUIRED CORRECTION MADE AT THE TIME OF THIS INSPECTION. THE TIME OF THIS INSPECTION ALL MINIMUM COPC REQUIREMENTS ARE MET. BUILDER TO BE HELD RESPONSIBLE IF, FOR WHATEVER REASON, SITE CONDITIONS CHANGE OVER TIME AFTER THE INSPECTION. ___________________________________________________________________________________________________________________________ ***INSPECTORS NOTE. SILT FENCING REQUIRED ON LEFT SIDE PROPERTY LINE BEFORE ROW FINAL PASSAGE.*** | |||
| U -UTILITY RESIDENTIAL FINAL | 10/03/2025 | FINAL APPROVED | BHAINES |
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 10/02/2025 | APPROVED | FSLADISH |
| Note: 10/2/25 SURVEY NOW SHOWS ELEVATION SHOTS MEETING MINIMUM COPC STANDARDS. ____________________________________________________________________________________________________________________________ 9/26/2025 - PREVIOUS INSPECTION NOTES 9/26/26 YOUR SURVEY SHOWS THAT YOUR DRAINAGE FROM THE REAR OF STRUCTURE WILL NOT FLOW TO THE FRONT SWALE. SEE PHOTO FOR REFERENCE. REAR YARD DRAINAGE Section 300.01 C(6) V-16 "6) Identify how the rear yard will be drained. The rear yard is required to drain to the front yard swale, unless the Topographic Survey/Lot Grading Plan demonstrates a rear yard drainage system with an appropriate outfall. Draining onto adjacent properties will not be allowed outside of the platted 5’ drainage easement." POSITIVE FALL .10 EVERY 20 FT. Section 300.01 D(4) V-17 4) Positive fall is considered to be 0.10 of a foot every 20 feeT | |||
| ROW FIELD SURVEY /GRADING CERTIFICATION | 10/02/2025 | APPROVED | FSLADISH |
| Note: 10/2/25 . AT THE TIME OF THE INSPECTION, ALL MINIMUM CITY REQUIREMENTS WERE MET. IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT NOTHING CHANGES AFTER THIS INSPECTION IS APPROVED. | |||
| ROW - FINAL APRON (AFTER POUR) | 10/02/2025 | APPROVED | FSLADISH |
| Note: 10/2/25 CRACK IN CURBING IS BUILDERS RESONSIBILITY TO ADDRESS AT HOA TURNOVER. AT THE TIME OF THE INSPECTION, ALL MINIMUM CITY REQUIREMENTS WERE MET. IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT NOTHING CHANGES AFTER THIS INSPECTION IS APPROVED. | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 09/26/2025 | Disapproved - NO FEE | FSLADISH |
| Note: 9/26/26 YOUR SURVEY SHOWS THAT YOUR DRAINAGE FROM THE REAR OF STRUCTURE WILL NOT FLOW TO THE FRONT SWALE. SEE PHOTO FOR REFERENCE. REAR YARD DRAINAGE Section 300.01 C(6) V-16 "6) Identify how the rear yard will be drained. The rear yard is required to drain to the front yard swale, unless the Topographic Survey/Lot Grading Plan demonstrates a rear yard drainage system with an appropriate outfall. Draining onto adjacent properties will not be allowed outside of the platted 5’ drainage easement." POSITIVE FALL .10 EVERY 20 FT. Section 300.01 D(4) V-17 4) Positive fall is considered to be 0.10 of a foot every 20 feeT | |||
| BLD - BUILDING FINAL | 09/22/2025 | FINAL APPROVED | BTAYLOR |
| LATH/BRICK/ WATER BARRIER | 07/24/2025 | APPROVED | BTAYLOR |
| ELECTRIC - EARLY POWER | 07/21/2025 | APPROVED | CVANSTRAHLEN |
| Note: Inspector Notes from Inspection 2200 5-29-25 1. Emailed FPL at 11:15. 5/27/2025 - PREVIOUS INSPECTION NOTES 5-27-25 1. Work not complete. | |||
| ROW- PRE-APRON (PRE-POUR) | 07/15/2025 | APPROVED | FSLADISH |
| Note: 7/15/25 BUILDER REQUIRED TO USE 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL BEFORE POURING. . IF FIBERGLASS OPTION IS USED, DOCUMENTATION OF THE ( FRC) CONTAINING THE FIBERGLASS MUST BE ATTACHED TO THE PERMIT PRIOR TO REQUESTING AN AFTER-POUR INSPECTION. 8.b. IF MESH OPTION IS USED, IT SHALL BE IN PLACE AT THE TIME OF THE PRE-POUR AT THE TIME OF THE INSPECTION READY TO POUR, IF RAIN PLEASE, BUILDER SHOULD DOUBLE CHECK SITE FOR ANY STANDING WATER. ALSO VERIFY PIPE ELEVATION HAS NOT CHANGED. AT THE TIME OF THIS INSPECTION ALL MINIMUM COPC REQUIEMENT ARE MET. BUILDER TO BE HELD RESPONSIBLE IF, FOR WHATEVER REASON, SITE CONDITIONS CHANGE OVER TIME AFTER THE INSPECTION. IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT NOTHING CHANGES AFTER THIS INSPECTION IS APPROVED 7/14/2025 - PREVIOUS INSPECTION NOTES ** CANCELLED ON-SITE BY BUILDER _________________________________________________________________________________________________________________________ 7/10/2025 - PREVIOUS INSPECTION NOTES 7/10/25 SPOKE TO BOBBY CM, I AM CANCELING THIS PREPOUR AS A ONE TIME COURTESY. | |||
| ROW- PRE-APRON (PRE-POUR) | 07/14/2025 | CANCELLED BY APPLICANT | EMADISON |
| Note: ** CANCELLED ON-SITE BY BUILDER _________________________________________________________________________________________________________________________ 7/10/2025 - PREVIOUS INSPECTION NOTES 7/10/25 SPOKE TO BOBBY CM, I AM CANCELING THIS PREPOUR AS A ONE TIME COURTESY. | |||
| ROW- PRE-APRON (PRE-POUR) | 07/10/2025 | CANCELLED BY APPLICANT | FSLADISH |
| Note: 7/10/25 SPOKE TO BOBBY CM, I AM CANCELING THIS PREPOUR AS A ONE TIME COURTESY. | |||
| GRAVITY SEWER TEST | 07/07/2025 | APPROVED | MGIBSON |
| SEWER TIE IN | 07/07/2025 | APPROVED | MGIBSON |
| INSULATION | 06/13/2025 | APPROVED | BTAYLOR |
| Note: 6/12/2025 - PREVIOUS INSPECTION NOTES 6-12-25 1. Not started. 2. Need to post address. Inspector Notes from Inspection 2420 6-6-25 1. Above the front door gap is too big. Need to add wood into space to close gap to 1/4" | |||
| INSULATION | 06/12/2025 | Disapproved - NO FEE | BTAYLOR |
| Note: 6-12-25 1. Not started. 2. Need to post address. Inspector Notes from Inspection 2420 6-6-25 1. Above the front door gap is too big. Need to add wood into space to close gap to 1/4" | |||
| ALL ROUGH | 06/06/2025 | APPROVED - AS NOTED | BTAYLOR |
| Note: 6-6-25 1. Above the front door gap is too big. Need to add wood into space to close gap to 1/4" | |||
| LATH/BRICK/ WATER BARRIER | 05/29/2025 | APPROVED | BTAYLOR |
| ELECTRIC-TUG | 05/29/2025 | APPROVED - AS NOTED | BTAYLOR |
| Note: 5-29-25 1. Emailed FPL at 11:15. 5/27/2025 - PREVIOUS INSPECTION NOTES 5-27-25 1. Work not complete. | |||
| ELECTRIC-TUG | 05/27/2025 | Disapproved - NO FEE | BTAYLOR |
| Note: 5-27-25 1. Work not complete. | |||
| ROOF VALLEY & METAL | 05/27/2025 | APPROVED | BTAYLOR |
| Note: 5/23/2025 - PREVIOUS INSPECTION NOTES 5/23/25 1. Cap nails for underlayment must be a max of 6" oc on the edges and 12" oc in the field 905.1.1.1(4) | |||
| ROOF VALLEY & METAL | 05/23/2025 | Disapproved - NO FEE | MCONTRYMAN |
| Note: 5/23/25 1. Cap nails for underlayment must be a max of 6" oc on the edges and 12" oc in the field 905.1.1.1(4) | |||
| WALL SHEATHING | 05/20/2025 | APPROVED | BTAYLOR |
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 05/20/2025 | APPROVED - AS NOTED | BTAYLOR |
| Note: 5-20-25 1. Missing engineering on truss A14. | |||
| FORMBOARD SURVEY (OFFICE USE ONLY) | 05/13/2025 | APPROVED | RRICKS |
| MONOLITHIC SLAB | 05/05/2025 | APPROVED | BTAYLOR |
| PLUMBING 1ST ROUGH UNDERGROUND | 04/30/2025 | APPROVED | MGIBSON |
| WATER METER INSTALLATION REQUEST | 04/30/2025 | APPROVED | CBOWERMASTER |
Review History
| Department | Status | Date In | Date Out |
| BADMIN | INFORMATION | 09/17/2025 | 09/17/2025 |
| Note: Marked INFORMATION By: MICHELLE RAMOS - (386)986-3780 - MRAMOS@PALMCOASTGOV.COM Already got blower door. | |||
| ENGIN1 | COMPLETE | 05/13/2025 | 05/13/2025 |
| Note: Released By: RODNEY RICKS - (386)986-2001 - RRICKS@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 05/13/2025 | 05/13/2025 |
| Note: Released By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM | |||
| URB | COMPLETE | 04/11/2025 | 04/21/2025 |
| Note: Released By: MATTHEW SIERRA - (386)286-2002 - MSIERRA@PALMCOASTGOV.COM | |||
| BADMIN | COMPLETE | 04/10/2025 | 04/16/2025 |
| Note: Released By: PETER KNAPIK - (386)986-3783 - PKNAPIK@PALMCOASTGOV.COM | |||
| BLD | COMPLETE | 04/10/2025 | 04/16/2025 |
| Note: Released By: PETER KNAPIK - (386)986-3783 - PKNAPIK@PALMCOASTGOV.COM | |||
| CUSVC | COMPLETE | 04/10/2025 | 04/16/2025 |
| Note: Released By: HALEIGH HAND - - HHAND@PALMCOASTGOV.COM | |||
| ELEC | COMPLETE | 04/10/2025 | 04/15/2025 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 04/10/2025 | 04/11/2025 |
| Note: Released By: LEVI SALYERDS - (386)986-2575 - LSALYERDS@PALMCOASTGOV.COM | |||
| GAS | CANCEL | 04/10/2025 | 04/14/2025 |
| LOCATE | COMPLETE | 04/10/2025 | 04/14/2025 |
| Note: Released By: CANDACE BOWERMASTER - - CBOWERMASTER@PALMCOASTGOV.COM | |||
| MECH | COMPLETE | 04/10/2025 | 04/14/2025 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| SW1 | COMPLETE | 04/10/2025 | 04/16/2025 |
| Note: Released By: RODNEY RICKS - - RRICKS@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 04/10/2025 | 04/11/2025 |
| Note: Released By: SCOTT THOMAS - (386)986-3780 - STHOMAS@PALMCOASTGOV.COM |
Fees & Payments
(Permit is not ready for pickup until the permit has been processed and fees appear)
| Description | Amount Due | Date Paid |
| WATER-METER | ¤965.03 | 04/22/2025 |
| WATER- TURN ON | ¤50.00 | 04/22/2025 |
| WATER- TURN ON | ¤50.00 | 04/22/2025 |
| ADJUSTMENT 10% | (¤161.14) | 04/22/2025 |
| ADMINISTRATIVE RESIDENTIAL | ¤30.00 | 04/22/2025 |
| INSPECTION - RESIDENTIAL | ¤1,232.00 | 04/22/2025 |
| PLAN REVIEW - RESIDENTIAL | ¤349.44 | 04/22/2025 |
| FC IMPACT FEE EMS | ¤62.00 | 04/22/2025 |
| IMPACT FEE FIRE | ¤434.51 | 04/22/2025 |
| FC IMPACT FEE LAW ENFORCEMENT | ¤218.00 | 04/22/2025 |
| FC IMPACT FEE LIBRARY | ¤268.00 | 04/22/2025 |
| IMPACT FEE PARKS | ¤1,828.01 | 04/22/2025 |
| IMPACT FEE TRANSPORTATION | ¤3,502.00 | 04/22/2025 |
| WATER METER W/OUT TAP | ¤965.03 | 04/22/2025 |
| SURCHARGE FS 533.721 | ¤14.50 | 04/22/2025 |
| SURCHARGE - FS 468.631 | ¤21.75 | 04/22/2025 |
| SW ENG - FOUNDATION SURVEY | ¤20.00 | 04/22/2025 |
| SW ENG INSPECTION 80 | ¤80.00 | 04/22/2025 |
| SW ENG PRE APRON | ¤30.00 | 04/22/2025 |
| SW ENG - REVIEW 20 | ¤20.00 | 04/22/2025 |
| SW ENG RES REVIEW 200 | ¤200.00 | 04/22/2025 |
| WASTEWATER PERM INSPECTION | ¤80.00 | 04/22/2025 |
| WASTEWATER PERM REVIEW | ¤25.00 | 04/22/2025 |
| WATER CAPITAL FACILITY FEE | ¤3,129.62 | 04/22/2025 |
| WATER PERMIT INSPECTION | ¤40.00 | 04/22/2025 |
| WATER PERMIT REVIEW | ¤25.00 | 04/22/2025 |
| WATER MAIN EXTENSION IMPACT | ¤2,745.73 | 04/22/2025 |
| SITE PLAN 30 | ¤30.00 | 04/22/2025 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤16,254.48 |