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Permit #2024040755
Permit Details
Status: COED
| Parcel Id: 07-11-31-7037-00490-0030 |
| CONDITIONED SPACE: 1800 sqft |
| GARAGE: 434 sqft |
| OPENED PORCH (WITH ROOF) : 108 sqft |
| OPENED PORCH (WITH ROOF) : 132 sqft |
| Total Square Footage: 2474 sqft |
| Block: 00490 |
| Subdivision: - |
| Job Phone: 832-726-2202 |
| Location Address: 5 LANSING LN |
| Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY |
| Issue Date: 06/20/2024 |
| NOC: RECORDED |
| Applicant name: JONATHON AMBAR |
| Owner: CARTOLANO DIANE |
|
Address 547 LINDEN ST W HEMPSTEAD, NY 11552 |
| Lot: 0030 |
| Contracted Stated Job Value: ¤131,500.00 |
| Job Description: Single Family Residence |
| Type: CN |
Contractor
CASPIAN HOMES, LLC
| Status | Location Address | Mailing Address | State License Number | Phone |
| ACTIVE |
1802 N ALAFAYA TRAIL ORLANDO, FL 32826 |
SUITE 162 ORLANDO, FL 32826 |
CBC1264918 (Exp: 08/31/2026) | 832-726-2202 |
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 |
HEATH EDWARD SANFORD
| Status | Location Address | State License Number | Phone |
| ACTIVE |
126 EAST END RD SAN MATEO, FL 32187 |
CFC1429896 (Exp: 08/31/2026) | 386-871-8823 |
MOISES MERINO DIAZ
| Status | Location Address | State License Number | Phone |
| ACTIVE |
3104 ORANOLE ROAD ORLANDO, FL 32810 |
CAC1820980 (Exp: 08/31/2026) | 407-225-3149 |
JAMES M GREENSLADE
| Status | Location Address | State License Number | Phone | Fax |
| ACTIVE |
311 S BAY ST BUNNELL, FL 32110 |
EC13006083 (Exp: 08/31/2026) | 386-263-2960 | 386-263-2980 |
Inspection History
| Type | Request Date | Result | Inspector |
| BLD - BUILDING FINAL | 04/30/2025 | FINAL APPROVED | JSTEWART |
| ROW - FINAL APRON (AFTER POUR) | 04/30/2025 | APPROVED | FSLADISH |
| Note: 4/30/25 PIPE ELEVATION IS GOOD, CUTS ARE MADE, CULVERT CLEAR, HOT PATCH COMPLETE. 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. _________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9465 TALKED WITH RICH AND HE IS GOING TO MATCH EXISTING GRADE ON THE RIGHT SIDE SO SOD WONT BE HIGHER THEN ADJACENT LOTS GRADE. WILL CATCH THIS ON ROW FINAL | |||
| ROW - STORMWATER FINAL | 04/30/2025 | APPROVED | FSLADISH |
| Note: 4/30/25 INSPECTOR REQUIRED CORRECTIONS COMPLETED AT THE TIME OF THIS INSPECTION. AT THE TIME OF THIS INSPECTIONS ALL COPC REQUIREMENTS WERE MET, NEITHER THE INSPECTOR NOR THE CITY IS 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. THIS INCLUDES BUT IS NOT LIMITED TO THE CULVERT PIPE ELEVATION APPROVAL FOR THE CONCRETE POUR. Inspector Notes from Inspection 9465 TALKED WITH RICH AND HE IS GOING TO MATCH EXISTING GRADE ON THE RIGHT SIDE SO SOD WONT BE HIGHER THEN ADJACENT LOTS GRADE. WILL CATCH THIS ON ROW FINAL | |||
| U -UTILITY RESIDENTIAL FINAL | 04/30/2025 | FINAL APPROVED | DHANEY |
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 04/29/2025 | APPROVED | PFLANAGAN |
| Note: final survey meets city stanadards | |||
| ROW FIELD SURVEY /GRADING CERTIFICATION | 04/29/2025 | APPROVED - AS NOTED | PFLANAGAN |
| Note: TALKED WITH RICH AND HE IS GOING TO MATCH EXISTING GRADE ON THE RIGHT SIDE SO SOD WONT BE HIGHER THEN ADJACENT LOTS GRADE. WILL CATCH THIS ON ROW FINAL | |||
| ROW - DRAINAGE | 04/14/2025 | APPROVED - AS NOTED | FSLADISH |
| Note: 4/14/25 DUMPSTER HAS BEEN REMOVED AT THE TIME OF THIS INSPECTION. YOU WILL BE REQUIRED TO REPAIR SWALE ACROSS THE STREET TO GRADE IN AS GOOD OR BETTER CONDITION BEFORE ROW FINAL PASSAGE. APPROVING THIS INSPECTION AS NOTED. _______________________________________________________________________________________________________________________ 4/7/2025 - PREVIOUS INSPECTION NOTES 4/7/25 YOU ARE REQUIRED TO MOVE THE DUMPSTER OUT OF THE COPC ROW AND ONTO YOUR PROPERTY. YOU WILL BE REQUIRE TO REPAIR ALL ROW DAMAGE ACROSS THE STREET WHERE THE DUMPSTER IS SITING. YOU HAVE 7 DAYS TO MAKE CORRECTIONS OR A STOP WORK ORDER MAY BE PLACED ON THIS PERMIT. WILL BE BACK FOR COMPLIANCE REINSPECTION ON 4/14/24 | |||
| ROW - DRAINAGE | 04/07/2025 | Disapproved - NO FEE | FSLADISH |
| Note: 4/7/25 YOU ARE REQUIRED TO MOVE THE DUMPSTER OUT OF THE COPC ROW AND ONTO YOUR PROPERTY. YOU WILL BE REQUIRE TO REPAIR ALL ROW DAMAGE ACROSS THE STREET WHERE THE DUMPSTER IS SITING. YOU HAVE 7 DAYS TO MAKE CORRECTIONS OR A STOP WORK ORDER MAY BE PLACED ON THIS PERMIT. WILL BE BACK FOR COMPLIANCE REINSPECTION ON 4/14/24 | |||
| ROW- PRE-APRON (PRE-POUR) | 04/07/2025 | APPROVED | FSLADISH |
| Note: 4/7/25 REQUIRED CORRECTIONS COMPLETED AT THE TIME OF THIS INSPECTION. PIPE ELEVATION GOOD. BUILDER TO USE MINIMUM 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL BEFORE POURING. AT THE TIME OF THE INSPECTION READY TO POUR, IF RAIN PLEASE, BUILDER SHOULD DOUBLE CHECK ELEVATIONS MAKE SURE CONCRETE IS 3000 PSI BUILDER 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. THIS INCLUDES BUT IS NOT LIMITED TO THE CULVERT PIPE ELEVATION APPROVAL FOR THE CONCRETE POUR. 4/4/2025 - PREVIOUS INSPECTION NOTES ** 04/04/25 NEED TO RE-ESTABLISH AND DIG OUT FOOTERS ** NEED TO BAK FILL AROUND FORM BOARDS TOCONTAIN THE CONCRETE WITHIN THE POUR AREA ** CULVERT PIPE ELEVATION GOOD AT THE TIME OF THISINSPECTION ________________________________________________________________________________________________________________ 4/3/2025 - PREVIOUS INSPECTION NOTES 4/3/25= I CAN'T FIND THE BM ON THE ROAD. PLEASE REESTABLISH THE BM AND CALL BACK THE INSPECTION An on-site, easily identifiable benchmark referenced to NAVD 1988 (e.g., fire hydrant, nail in power pole [1 nail per power pole], and manhole covers). Pavement nails will be accepted if the above locations are not available on site. (The benchmark must be maintained throughout the construction cycle and will be used in the swale plan and Final Survey). NAVD 1988 data sheets are available Section 300.01 B(9) V-15 ** 01/27/25 CORRECTIONS MADE ** IT IS THE BUILDERS RESPONSIBILITY TO MAINTAIN THE DRAINAGE, SEDIMENT AND EROSION CONTROL OF THE JOB SITE THROUGH OUT THE PROJECT SO AS NOT TO HAVE A NEGATIVE IMPACT ON ANY ADJACENT PROPERTIES OR THE ROADWAY ________________________________________________________________________________________________________________________ 1/16/2025 - PREVIOUS INSPECTION NOTES THE TEMPORARY ACCESS CULVERT IN ROW IS BURIED, BLOCKING THE SWALE, AND NEEDS TO BE OPENED. LDC.9.04.04-Prior to and during construction, the permittee shall implement and maintain all erosion and sediment control measures (best management practices) required to retain sediment on-site and to prevent violations of state water quality standards. All practices must be in accordance with Section 9.04.06. If site specific conditions require additional measures during any phase of construction or operation to prevent erosion or control sediment beyond those specified in the erosion and sediment control plan, the permittee shall implement additional best management practices as necessary, in accordance with Section 9.04.06. The permittee shall correct any erosion or shoaling that causes adverse impacts to the water resources. INSPECTOR BE BACK 1/27/25- PICTURES ATTACHED | |||
| ROW- PRE-APRON (PRE-POUR) | 04/04/2025 | Disapproved -FEE REQUIRED | EMADISON |
| Note: ** 04/04/25 NEED TO RE-ESTABLISH AND DIG OUT FOOTERS ** NEED TO BAK FILL AROUND FORM BOARDS TOCONTAIN THE CONCRETE WITHIN THE POUR AREA ** CULVERT PIPE ELEVATION GOOD AT THE TIME OF THISINSPECTION ________________________________________________________________________________________________________________ 4/3/2025 - PREVIOUS INSPECTION NOTES 4/3/25= I CAN'T FIND THE BM ON THE ROAD. PLEASE REESTABLISH THE BM AND CALL BACK THE INSPECTION An on-site, easily identifiable benchmark referenced to NAVD 1988 (e.g., fire hydrant, nail in power pole [1 nail per power pole], and manhole covers). Pavement nails will be accepted if the above locations are not available on site. (The benchmark must be maintained throughout the construction cycle and will be used in the swale plan and Final Survey). NAVD 1988 data sheets are available Section 300.01 B(9) V-15 ** 01/27/25 CORRECTIONS MADE ** IT IS THE BUILDERS RESPONSIBILITY TO MAINTAIN THE DRAINAGE, SEDIMENT AND EROSION CONTROL OF THE JOB SITE THROUGH OUT THE PROJECT SO AS NOT TO HAVE A NEGATIVE IMPACT ON ANY ADJACENT PROPERTIES OR THE ROADWAY ________________________________________________________________________________________________________________________ 1/16/2025 - PREVIOUS INSPECTION NOTES THE TEMPORARY ACCESS CULVERT IN ROW IS BURIED, BLOCKING THE SWALE, AND NEEDS TO BE OPENED. LDC.9.04.04-Prior to and during construction, the permittee shall implement and maintain all erosion and sediment control measures (best management practices) required to retain sediment on-site and to prevent violations of state water quality standards. All practices must be in accordance with Section 9.04.06. If site specific conditions require additional measures during any phase of construction or operation to prevent erosion or control sediment beyond those specified in the erosion and sediment control plan, the permittee shall implement additional best management practices as necessary, in accordance with Section 9.04.06. The permittee shall correct any erosion or shoaling that causes adverse impacts to the water resources. INSPECTOR BE BACK 1/27/25- PICTURES ATTACHED | |||
| ROW- PRE-APRON (PRE-POUR) | 04/03/2025 | Disapproved - NO FEE | GBERTOLA |
| Note: 4/3/25= I CAN'T FIND THE BM ON THE ROAD. PLEASE REESTABLISH THE BM AND CALL BACK THE INSPECTION An on-site, easily identifiable benchmark referenced to NAVD 1988 (e.g., fire hydrant, nail in power pole [1 nail per power pole], and manhole covers). Pavement nails will be accepted if the above locations are not available on site. (The benchmark must be maintained throughout the construction cycle and will be used in the swale plan and Final Survey). NAVD 1988 data sheets are available Section 300.01 B(9) V-15 ** 01/27/25 CORRECTIONS MADE ** IT IS THE BUILDERS RESPONSIBILITY TO MAINTAIN THE DRAINAGE, SEDIMENT AND EROSION CONTROL OF THE JOB SITE THROUGH OUT THE PROJECT SO AS NOT TO HAVE A NEGATIVE IMPACT ON ANY ADJACENT PROPERTIES OR THE ROADWAY ________________________________________________________________________________________________________________________ 1/16/2025 - PREVIOUS INSPECTION NOTES THE TEMPORARY ACCESS CULVERT IN ROW IS BURIED, BLOCKING THE SWALE, AND NEEDS TO BE OPENED. LDC.9.04.04-Prior to and during construction, the permittee shall implement and maintain all erosion and sediment control measures (best management practices) required to retain sediment on-site and to prevent violations of state water quality standards. All practices must be in accordance with Section 9.04.06. If site specific conditions require additional measures during any phase of construction or operation to prevent erosion or control sediment beyond those specified in the erosion and sediment control plan, the permittee shall implement additional best management practices as necessary, in accordance with Section 9.04.06. The permittee shall correct any erosion or shoaling that causes adverse impacts to the water resources. INSPECTOR BE BACK 1/27/25- PICTURES ATTACHED | |||
| U-CROSS CONNECTION | 03/31/2025 | APPROVED | DHANEY |
| ELECTRIC - EARLY POWER | 03/31/2025 | APPROVED | JSTEWART |
| Note: Inspector Notes from Inspection 2200 *** NOTES ADDED BY JSTEWART 2/20/2025 11:02:44 AM *** Authorize release of email to FPL. | |||
| GRAVITY SEWER TEST | 03/12/2025 | APPROVED | MGIBSON |
| SEWER TIE IN | 03/12/2025 | APPROVED | MGIBSON |
| ELECTRIC-TUG | 02/20/2025 | APPROVED - AS NOTED | JSTEWART |
| Note: *** NOTES ADDED BY JSTEWART 2/20/2025 11:02:44 AM *** Authorize release of email to FPL. | |||
| PEP TANK INSTALLATION REQUEST | 02/20/2025 | APPROVED | CBOWERMASTER |
| INSULATION | 02/18/2025 | APPROVED | FWILLIS |
| LATH/BRICK/ WATER BARRIER | 02/18/2025 | APPROVED | FWILLIS |
| TUB SET | 02/12/2025 | APPROVED | JSTEWART |
| ALL ROUGH | 02/12/2025 | APPROVED | JSTEWART |
| ROOF VALLEY & METAL | 02/03/2025 | APPROVED | FWILLIS |
| WALL SHEATHING | 01/27/2025 | APPROVED | FWILLIS |
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 01/27/2025 | APPROVED | FWILLIS |
| ROW - DRAINAGE | 01/27/2025 | APPROVED - AS NOTED | EMADISON |
| Note: ** 01/27/25 CORRECTIONS MADE ** IT IS THE BUILDERS RESPONSIBILITY TO MAINTAIN THE DRAINAGE, SEDIMENT AND EROSION CONTROL OF THE JOB SITE THROUGH OUT THE PROJECT SO AS NOT TO HAVE A NEGATIVE IMPACT ON ANY ADJACENT PROPERTIES OR THE ROADWAY ________________________________________________________________________________________________________________________ 1/16/2025 - PREVIOUS INSPECTION NOTES THE TEMPORARY ACCESS CULVERT IN ROW IS BURIED, BLOCKING THE SWALE, AND NEEDS TO BE OPENED. LDC.9.04.04-Prior to and during construction, the permittee shall implement and maintain all erosion and sediment control measures (best management practices) required to retain sediment on-site and to prevent violations of state water quality standards. All practices must be in accordance with Section 9.04.06. If site specific conditions require additional measures during any phase of construction or operation to prevent erosion or control sediment beyond those specified in the erosion and sediment control plan, the permittee shall implement additional best management practices as necessary, in accordance with Section 9.04.06. The permittee shall correct any erosion or shoaling that causes adverse impacts to the water resources. INSPECTOR BE BACK 1/27/25- PICTURES ATTACHED | |||
| ROW - DRAINAGE | 01/16/2025 | Disapproved - NO FEE | GBERTOLA |
| Note: THE TEMPORARY ACCESS CULVERT IN ROW IS BURIED, BLOCKING THE SWALE, AND NEEDS TO BE OPENED. LDC.9.04.04-Prior to and during construction, the permittee shall implement and maintain all erosion and sediment control measures (best management practices) required to retain sediment on-site and to prevent violations of state water quality standards. All practices must be in accordance with Section 9.04.06. If site specific conditions require additional measures during any phase of construction or operation to prevent erosion or control sediment beyond those specified in the erosion and sediment control plan, the permittee shall implement additional best management practices as necessary, in accordance with Section 9.04.06. The permittee shall correct any erosion or shoaling that causes adverse impacts to the water resources. INSPECTOR BE BACK 1/27/25- PICTURES ATTACHED | |||
| FOUND SURVEY APPROVED (OFFICE) | 12/23/2024 | APPROVED | TBAKER |
| TIE BEAM / LINTEL | 12/16/2024 | APPROVED | FWILLIS |
| MONOLITHIC SLAB | 12/09/2024 | APPROVED | FWILLIS |
| Note: 12/5/2024 - PREVIOUS INSPECTION NOTES 107.3.1 NEED APPROVED DRAWINGS ON SITE. NEED DETAILS ON CONNECTING EXISTING BLOCK TO NEW BLOCK. NEED READABLE DETAILS ENLARGED. | |||
| MONOLITHIC SLAB | 12/05/2024 | Disapproved - NO FEE | FWILLIS |
| Note: 107.3.1 NEED APPROVED DRAWINGS ON SITE. NEED DETAILS ON CONNECTING EXISTING BLOCK TO NEW BLOCK. NEED READABLE DETAILS ENLARGED. | |||
| TIE BEAM / LINTEL | 08/20/2024 | APPROVED | FWILLIS |
| TIE BEAM / LINTEL | 08/07/2024 | CANCELLED BY APPLICANT | WEB |
| MONOLITHIC SLAB | 08/07/2024 | APPROVED | FWILLIS |
| MONOLITHIC SLAB | 08/05/2024 | Approval - Private Provider | PPROVIDER |
| Note: 8/2/2024 - PREVIOUS INSPECTION NOTES NOT READY FOR INSPECTION. NO REBAR INSTALLED, NO PLASTIC, NO UFER...... | |||
| MONOLITHIC SLAB | 08/02/2024 | Disapproved -FEE REQUIRED | FWILLIS |
| Note: NOT READY FOR INSPECTION. NO REBAR INSTALLED, NO PLASTIC, NO UFER...... | |||
| MONOLITHIC SLAB | 07/31/2024 | CANCELLED BY APPLICANT | WEB |
| PLUMBING 1ST ROUGH UNDERGROUND | 07/30/2024 | APPROVED | MGIBSON |
| PLUMBING 1ST ROUGH UNDERGROUND | 07/26/2024 | APPROVED | MGIBSON |
| GEOTECHNICAL REPORT APPROVAL (OFFICE USE) | 07/25/2024 | APPROVED | JMUNSON |
| WATER METER INSTALLATION REQUEST | 07/12/2024 | APPROVED | CBOWERMASTER |
Review History
| Department | Status | Date In | Date Out |
| ENGIN1 | COMPLETE | 04/24/2025 | 04/25/2025 |
| Note: Released By: RODNEY RICKS - - RRICKS@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 04/24/2025 | 04/24/2025 |
| Note: Released By: LIBBY RAYBURN - - LRAYBURN@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 04/22/2025 | 04/24/2025 |
| Note: Released By: RODNEY RICKS - - RRICKS@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 04/22/2025 | 04/22/2025 |
| Note: Released By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM | |||
| SW1 | COMPLETE | 04/22/2025 | 04/24/2025 |
| Note: Released By: RODNEY RICKS - - RRICKS@PALMCOASTGOV.COM Verified the edge of pavement on the right side is 25.05'. | |||
| BADMIN | INFORMATION | 04/22/2025 | 04/22/2025 |
| Note: Marked INFORMATION By: LIBBY RAYBURN - - LRAYBURN@PALMCOASTGOV.COM Once the revised site plan is approved then you will upload the formboard survey | |||
| SW1 | COMPLETE | 04/15/2025 | 04/15/2025 |
| Note: Released By: RODNEY RICKS - - RRICKS@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 04/15/2025 | 04/15/2025 |
| Note: Released By: LEVI SALYERDS - (386)986-2575 - LSALYERDS@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 04/15/2025 | 04/15/2025 |
| Note: Released By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 04/11/2025 | 04/14/2025 |
| Note: Released By: LEVI SALYERDS - (386)986-2575 - LSALYERDS@PALMCOASTGOV.COM | |||
| SW1 | HOLD | 04/11/2025 | 04/15/2025 |
| Note: Held By: RODNEY RICKS - - RRICKS@PALMCOASTGOV.COM There needs to be a minimum of 0.3' fall from the berm to the swale. | |||
| ZON | COMPLETE | 04/11/2025 | 04/11/2025 |
| Note: Released By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM | |||
| MECH | COMPLETE | 04/01/2025 | 04/02/2025 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 12/23/2024 | 12/23/2024 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 12/23/2024 | 12/23/2024 |
| Note: Released By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 12/05/2024 | 12/05/2024 |
| Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM | |||
| BADMIN | INFORMATION | 11/08/2024 | 11/08/2024 |
| Note: Marked INFORMATION By: SCOTT THOMAS - (386)986-3780 - STHOMAS@PALMCOASTGOV.COM USE OF PRIVATE PROVIDER FOR INSPECTIONS MUST BE SUBMITTED BEFORE FIRST INSPECTION. | |||
| ENGIN1 | COMPLETE | 11/04/2024 | 11/06/2024 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 11/04/2024 | 11/05/2024 |
| Note: Released By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM | |||
| BADMIN | INFORMATION | 07/29/2024 | 07/29/2024 |
| Note: Marked INFORMATION By: BARBIE BEMBRY - (386)986-3780 - BUILDINGDIVISION@PALMCOASTGOV.COM A private provider cannot be used for inspections at this location. a notice was not provided prior to the first inspection. Your notice only indicated plan review. | |||
| ZON | COMPLETE | 04/22/2024 | 04/23/2024 |
| Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM | |||
| BADMIN | COMPLETE | 04/22/2024 | 04/23/2024 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| SWALE | COMPLETE | 04/15/2024 | 07/19/2024 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| CUSVC | COMPLETE | 04/12/2024 | 04/16/2024 |
| Note: Released By: HALEIGH HAND - - HHAND@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 04/12/2024 | 04/15/2024 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| LOCATE | COMPLETE | 04/12/2024 | 04/17/2024 |
| Note: Released By: CANDACE BOWERMASTER - - CBOWERMASTER@PALMCOASTGOV.COM | |||
| SW1 | COMPLETE | 04/12/2024 | 04/15/2024 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| ZON | HOLD | 04/12/2024 | 04/15/2024 |
| Note: Held By: SCOTT THOMAS - (386)986-3780 - STHOMAS@PALMCOASTGOV.COM LOT TOTAL SQ FOOTAGE MISSING FROM SITE PLAN |
Fees & Payments
(Permit is not ready for pickup until the permit has been processed and fees appear)
| Description | Amount Due | Date Paid |
| CONTRACTOR CHANGE | ¤20.00 | 04/30/2025 |
| CONTRACTOR CHANGE | ¤20.00 | 04/30/2025 |
| SW ENG - INSPECTION 20 | ¤20.00 | 04/30/2025 |
| SW ENG - INSPECTION 20 | ¤20.00 | 04/30/2025 |
| SW ENG - INSPECTION 20 | ¤20.00 | 04/30/2025 |
| SW ENG - INSPECTION 20 | ¤20.00 | 04/30/2025 |
| SW ENG REINSPECTION 30 | ¤30.00 | 04/30/2025 |
| REINSPECTION RESIDENTIAL | ¤40.00 | 04/30/2025 |
| CONNECTION FEES | ¤1,187.26 | 06/20/2024 |
| SW ENG - REVIEW 20 | ¤20.00 | 06/20/2024 |
| SW ENG RES REVIEW 200 | ¤200.00 | 06/20/2024 |
| SEWER CREDIT | (¤2,465.75) | 06/20/2024 |
| SEWER INSPECTION | ¤25.00 | 06/20/2024 |
| SEWER CAPITAL FACILITY | ¤5,441.03 | 06/20/2024 |
| WATER CAPITAL FACILITY FEE | ¤3,994.51 | 06/20/2024 |
| SITE PLAN 30 | ¤30.00 | 06/20/2024 |
| SW ENG INSPECTION 80 | ¤80.00 | 06/20/2024 |
| SW ENG PRE APRON | ¤30.00 | 06/20/2024 |
| WATER- TURN ON | ¤25.00 | 06/20/2024 |
| ADJUSTMENT 50% | (¤485.25) | 06/20/2024 |
| ADMINISTRATIVE RESIDENTIAL | ¤30.00 | 06/20/2024 |
| ADMINISTRATIVE - RESID PP | ¤225.00 | 06/20/2024 |
| INSPECTION - RESIDENTIAL | ¤940.50 | 06/20/2024 |
| FC IMPACT FEE EMS | ¤62.00 | 06/20/2024 |
| IMPACT FEE FIRE | ¤428.09 | 06/20/2024 |
| FC IMPACT FEE LAW ENFORCEMENT | ¤218.00 | 06/20/2024 |
| FC IMPACT FEE LIBRARY | ¤268.00 | 06/20/2024 |
| IMPACT FEE PARKS | ¤1,800.99 | 06/20/2024 |
| IMPACT FEE SCHOOL | ¤5,450.00 | 06/20/2024 |
| IMPACT FEE TRANSPORTATION | ¤1,862.00 | 06/20/2024 |
| WATER -IRRIGATION INSPECTION | ¤25.00 | 06/20/2024 |
| SURCHARGE FS 533.721 | ¤7.10 | 06/20/2024 |
| SURCHARGE - FS 468.631 | ¤10.65 | 06/20/2024 |
| SW ENG - FOUNDATION SURVEY | ¤20.00 | 06/20/2024 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤19,619.13 |