Status: COED

Parcel Id: 07-11-31-7037-01060-0020

GARAGE: 508 sqft

OPENED PORCH (WITH ROOF) : 259 sqft

CONDITIONED SPACE: 2332 sqft

Total Square Footage: 3099 sqft

Block: 01060

Subdivision: -

Job Phone: 352-433-8382

Location Address: 29 LOUISIANA DR

Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY

Issue Date: 10/09/2025

NOC: RECORDED

Applicant name: ALFREDO E SCHEER

Owner: ESTELA SPECS 3 LLC

Address 2601 S BAYSHORE DRIVE COCONUT GROVE, FL 33133

Address 18TH FLOOR COCONUT GROVE, FL 33133

Lot: 0020

Contracted Stated Job Value: ¤165,000.00

Job Description: Single Family Residential

Type: CN

Contractor

ESTELA LIVING LLC

Status	Location Address	State License Number	Phone
ACTIVE	237 S. DIXIE HWY, 4TH FLOOR CORAL GABLES, FL 33133	CGC1534535 (Exp: 08/31/2026)	352-433-8382

Sub Contractors

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

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

DUSTIN L ESTEP

Status	Location Address	State License Number	Phone	Fax
ACTIVE	2041 N HIAWASSEE RD APOPKA, FL 32703	CCC1330971 (Exp: 08/31/2026)	407-702-0206	352-988-6629

JUAN CARLOS GONZALEZ

Status	Location Address	State License Number
ACTIVE	1328 COUNTY ROAD 308 CRESCENT CITY, FL 32112	RF11067806 (Exp: 08/31/2027)

Inspection History

Type	Request Date	Result	Inspector
BLD - BUILDING FINAL	04/17/2026	FINAL APPROVED	JSTEWART
Note: 4/16/2026 - PREVIOUS INSPECTION NOTES 4/16/26 1. Broken window in master bedroom 4/15/2026 - PREVIOUS INSPECTION NOTES 4/14/2026 - PREVIOUS INSPECTION NOTES No Hot water in building, will need to test left hand direction flow of hot water. FPBC 607.4 / FBCR P2705.1 – 4
BLD - BUILDING FINAL	04/16/2026	Disapproved - NO FEE	MCONTRYMAN
Note: 4/16/26 1. Broken window in master bedroom 4/15/2026 - PREVIOUS INSPECTION NOTES 4/14/2026 - PREVIOUS INSPECTION NOTES No Hot water in building, will need to test left hand direction flow of hot water. FPBC 607.4 / FBCR P2705.1 – 4
BLD - BUILDING FINAL	04/15/2026	CANCELLED BY APPLICANT	JSTEWART
Note: 4/14/2026 - PREVIOUS INSPECTION NOTES No Hot water in building, will need to test left hand direction flow of hot water. FPBC 607.4 / FBCR P2705.1 – 4
ROW - FINAL INSPECTION	04/14/2026	APPROVED - AS NOTED	FSLADISH
Note: 4/14/26 REQUIRED CORRECTIONS COMPLETED AT THE TIME OF THIS INSPECTION. SWALE HAS BEEN RAISED AS REQUIRED BY PREVIOUS INSPECTORS NOTES. APPROVING AS NOTED. PHOTO FOR REFERENCE. _______________________________________________________________________________________________________________________________ 3/25/2026 - PREVIOUS INSPECTION NOTES 03-25-26 TPOLACEK*** FRONT SWALE HAS NOT BEEN CORRECTED, THERE IS A GAP ALONG LEFT SIDE BY PEP TANKS THAT NEEDS TO HAVE SOD AND BE FILLED IN, ALONG VACANT ALL TRASH MUST BE REMOVED AND ALL BARE GROUND SEEDED WITH STRAW. SEE PHOTOS ATTACHED. Lot Grading Permit Requirements (Improved Properties) Sec 300.03 F4-A / V-22 Sec 300.03 F4-The Stormwater Final Inspection will include visual inspection of the site and adjacent properties for debris, proper clean up and repair to damaged terrain. Bare earth on the site or surrounding properties must be sodded, or seeded with pine straw cover, to prevent soil erosion. Bare earth and damage to any City roadside swales, drainage ditches, canals or other drainage conveyances must be graded to the proper elevation and sodded to prevent soil erosion. Road damage in the area of construction is also attributable to the Permittee, unless a preconstruction inspection has previously documented the damage Lot Grading Permit Requirements (Improved Properties) Sec 300.03 C-B / V-20 B) Sec 300.03 C-B. The purpose and scope of the site work being proposed, such as filling in low spots that accumulate Stormwater. The rear yard is required to drain to the front roadside swale, unless the Lot Grading Plan demonstrates an approved rear yard drainage system into an appropriate water body or outfall. Flooding or draining onto adjacent properties will not be allowed. Inspector Notes from Inspection 9465 ** 03/24/26 BUILDER NEEDS TO RAISE THE ROAD SIDE SWALE ON LEFT SIDE TO HAVE A POSITIVE FLOW OF STORMWATER TO THE OUTFALL, CURRENTLY SWALE IS LOW TO PROPERTY LINE. NEED TO COME OUT OF CULVERT AT A 2:1 SLOPE ** NOTE PINK PAINT IN SWALE
BLD - BUILDING FINAL	04/14/2026	Disapproved - NO FEE	JSTEWART
Note: No Hot water in building, will need to test left hand direction flow of hot water. FPBC 607.4 / FBCR P2705.1 – 4
U -UTILITY RESIDENTIAL FINAL	03/25/2026	FINAL APPROVED	BHAINES
Note: Inspector Notes from Inspection 9035 No CC. IRR with well
ROW - FINAL INSPECTION	03/25/2026	Disapproved -FEE REQUIRED	TPOLACEK
Note: 03-25-26 TPOLACEK*** FRONT SWALE HAS NOT BEEN CORRECTED, THERE IS A GAP ALONG LEFT SIDE BY PEP TANKS THAT NEEDS TO HAVE SOD AND BE FILLED IN, ALONG VACANT ALL TRASH MUST BE REMOVED AND ALL BARE GROUND SEEDED WITH STRAW. SEE PHOTOS ATTACHED. Lot Grading Permit Requirements (Improved Properties) Sec 300.03 F4-A / V-22 Sec 300.03 F4-The Stormwater Final Inspection will include visual inspection of the site and adjacent properties for debris, proper clean up and repair to damaged terrain. Bare earth on the site or surrounding properties must be sodded, or seeded with pine straw cover, to prevent soil erosion. Bare earth and damage to any City roadside swales, drainage ditches, canals or other drainage conveyances must be graded to the proper elevation and sodded to prevent soil erosion. Road damage in the area of construction is also attributable to the Permittee, unless a preconstruction inspection has previously documented the damage Lot Grading Permit Requirements (Improved Properties) Sec 300.03 C-B / V-20 B) Sec 300.03 C-B. The purpose and scope of the site work being proposed, such as filling in low spots that accumulate Stormwater. The rear yard is required to drain to the front roadside swale, unless the Lot Grading Plan demonstrates an approved rear yard drainage system into an appropriate water body or outfall. Flooding or draining onto adjacent properties will not be allowed. Inspector Notes from Inspection 9465 ** 03/24/26 BUILDER NEEDS TO RAISE THE ROAD SIDE SWALE ON LEFT SIDE TO HAVE A POSITIVE FLOW OF STORMWATER TO THE OUTFALL, CURRENTLY SWALE IS LOW TO PROPERTY LINE. NEED TO COME OUT OF CULVERT AT A 2:1 SLOPE ** NOTE PINK PAINT IN SWALE
ROW - FINAL APRON (AFTER POUR)	03/25/2026	APPROVED	TPOLACEK
Note: AT THE TIME OF THE INSPECTION, ALL MINIMUM CITY REQUIREMENTS WERE MET. NIETHER 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 APPROVEDInspector Notes from Inspection 9465 ** 03/24/26 BUILDER NEEDS TO RAISE THE ROAD SIDE SWALE ON LEFT SIDE TO HAVE A POSITIVE FLOW OF STORMWATER TO THE OUTFALL, CURRENTLY SWALE IS LOW TO PROPERTY LINE. NEED TO COME OUT OF CULVERT AT A 2:1 SLOPE ** NOTE PINK PAINT IN SWALE
ROW- FINAL SURVEY/GRADING CERTIFICATION	03/24/2026	APPROVED	EMADISON
Note:
ROW FIELD SURVEY /GRADING CERTIFICATION	03/24/2026	APPROVED - AS NOTED	EMADISON
Note: ** 03/24/26 BUILDER NEEDS TO RAISE THE ROAD SIDE SWALE ON LEFT SIDE TO HAVE A POSITIVE FLOW OF STORMWATER TO THE OUTFALL, CURRENTLY SWALE IS LOW TO PROPERTY LINE. NEED TO COME OUT OF CULVERT AT A 2:1 SLOPE ** NOTE PINK PAINT IN SWALE
ROW- FINAL SURVEY/GRADING CERTIFICATION	03/20/2026	Disapproved - NO FEE	TPOLACEK
Note: 03-20-28 TPOLACEK*** YOU ARE REQUIRED TO UPLOAD A LOT GRADING AND DRAINAGE CHECLIST FOR REVIEW AND APPROVAL BEFORE ANY INSPECTIONS CAN BE COMPLETED. New document type: Final Lot Grading & Drainage Certification • Begins 7/1/25 – all 1 and 2 family dwelling permits submitted on or after 7/1/25 • Actual Lot Grading & Drainage Certification IS NOT submitted at time of permit application • Lot Grading & Drainage Certification submitted near completion of the home after installation of landscaping / sod and must include the Final Survey • Same review process as current • Lot Grading & Drainage Certification must be on City Form – if not on City form permit revision / submittal will be rejected. • Lot Grading & Drainage Certification signed and sealed (digitally) by a Florida licensed Professional Engineer – no exceptions • If not by a PE – Lot Grading & Drainage Certification will be rejected
U-CROSS CONNECTION	03/19/2026	APPROVED - AS NOTED	BWRIGHT
Note: No CC. IRR with well
ROW- PRE-APRON (PRE-POUR)	02/18/2026	APPROVED - AS NOTED	TPOLACEK
Note: 02-18-26 TPOLACEK*** ON THE RIGHT SIDE APRON WING, THE FORM BOARD COMING FROM THE ROAD EDGE AT THE PIPE IS HIGHER THAN THE EDGE OF DRIVEWAY FORMBOARD BEHIND THE PIPE. BUILDER MUST ENSURE DRIVEWAY SLOPE TOWARDS THE ROAD FROMT THE GARAGE ALL THE TO THE ROAD EDGE BEFORE POURING ANY CONCRETE. IF DRIVEWAY IS SLOPE BACK AT THE AFTER POUR BUILDER MAY NEED TO REMOVE CONCRETE AND REPOUR APRON. AT THE TIME OF THE INSPECTION CULVERT PIPE IS GOOD IS READY TO POUR, IF RAIN PLEASE, BUILDER SHOULD DOUBLE CHECK CULVERT ELEVATIONS MAKE SURE 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. TICKET OF CONCRETE MIX DESIGN SHALL BE UPLOADED INTO PERMIT PORTAL. 8.a. 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. WOOD CONTROL JOINTS ARE PROHIBITED IN THE RIGHT-OF-WAY. SAWCUT SHALL BE PROVIDED AT THE EDGE OF ROW AND EVERY 12' THEREAFTER, OR A MINIMUM OF 2 SAWCUTS WHICHEVER IS GREATER"
ELECTRIC - EARLY POWER	02/17/2026	APPROVED - AS NOTED	MKRASKI
Note: Emailed FPL @ 11:40am
GRAVITY SEWER TEST	02/06/2026	APPROVED	CVANSTRAHLEN
Note: Inspector Notes from Inspection 2060 WATER SERVICE NOT RAN YET
SEWER TIE IN	02/06/2026	APPROVED	CVANSTRAHLEN
Note: Inspector Notes from Inspection 2060 WATER SERVICE NOT RAN YET
PEP TANK INSTALLATION REQUEST	01/22/2026	APPROVED	CBOWERMASTER
INSULATION	01/16/2026	APPROVED	JSTEWART
Note: Inspector Notes from Inspection 2320 Inspector Notes from Inspection 2420 *** NOTES ADDED BY RSIMS 12/30/2025 10:09:51 AM *** 12/30/25: ALL MUST BE COMPLETE PRIOR TO INSULATION INSPECTION. 1). No 5ft head pressure. FBC-P2503.5.1 2). Missing fireblocking above electrical panel in garage. (missing fireblocking can be seen from the back side of the wall). FBC-R302.11 3). garage 2" x 6" wall right side studs exceed the 16" OC as required on plans. 4). Load bearing walls have Simpson brackets installed in lieu of the SDWC 15600 scfrews as shown on plans. Engineering Revision required. 5). Front door marked temporary (frame has over 1/4" maximum shim spacing on jambs - FBCR 609.1). Permanent door will need to be installed by Insulation or a window nailing inspection will be added. Inspector Notes from Inspection 2450 Previous Notes not rectified.....required at All Rough. 1. Missing SDW 15600 screws from stud to top plate, per plan page S-5 2. S-5 calls for 2x6 wall in back of garage area with (3) 2x6 post under truss A1. 2x4 wall with 2x4 post is there instead. Note: Or submit a engineer letter stating 2x4 wall and post is sufficient for down/uplift loads, Prior to All Rough.Inspector Notes from Inspection 2467 Previous Notes not rectified.....required at All Rough. 1. Missing SDW 15600 screws from stud to top plate, per plan page S-5 2. S-5 calls for 2x6 wall in back of garage area with (3) 2x6 post under truss A1. 2x4 wall with 2x4 post is there instead. Note: Or submit a engineer letter stating 2x4 wall and post is sufficient for down/uplift loads, Prior to All Rough. New inspection due to canceled inspection Inspector Notes from Inspection 2460 11/25/25 1. Missing SDW 15600 screws from stud to top plate, per plan page S-5 2. S-5 calls for 2x6 wall in back of garage area with (3) 2x6 post under truss A1. 2x4 wall with 2x4 post is there instead. Large plans show different, but details are on smaller plans.
INSULATION	01/15/2026	Disapproved -FEE REQUIRED	JSTEWART
Note: Previous Note Listed multiple times has not been rectified..... Structural plans page S-5 calls for 2x6 wall in back of garage area with (3) 2x6 post under double girder truss A1. 2x4 wall with 2x4 post is there instead. Note: Or submit a engineer letter stating 2x4 wall and post is sufficient for down/uplift loads,( Structural Plans take presidence over Architectural drawing.) This will need to be rectified before approval of insulation. Inspector Notes from Inspection 2420 *** NOTES ADDED BY RSIMS 12/30/2025 10:09:51 AM *** 12/30/25: ALL MUST BE COMPLETE PRIOR TO INSULATION INSPECTION. 1). No 5ft head pressure. FBC-P2503.5.1 2). Missing fireblocking above electrical panel in garage. (missing fireblocking can be seen from the back side of the wall). FBC-R302.11 3). garage 2" x 6" wall right side studs exceed the 16" OC as required on plans. 4). Load bearing walls have Simpson brackets installed in lieu of the SDWC 15600 scfrews as shown on plans. Engineering Revision required. 5). Front door marked temporary (frame has over 1/4" maximum shim spacing on jambs - FBCR 609.1). Permanent door will need to be installed by Insulation or a window nailing inspection will be added. Inspector Notes from Inspection 2450 Previous Notes not rectified.....required at All Rough. 1. Missing SDW 15600 screws from stud to top plate, per plan page S-5 2. S-5 calls for 2x6 wall in back of garage area with (3) 2x6 post under truss A1. 2x4 wall with 2x4 post is there instead. Note: Or submit a engineer letter stating 2x4 wall and post is sufficient for down/uplift loads, Prior to All Rough.Inspector Notes from Inspection 2467 Previous Notes not rectified.....required at All Rough. 1. Missing SDW 15600 screws from stud to top plate, per plan page S-5 2. S-5 calls for 2x6 wall in back of garage area with (3) 2x6 post under truss A1. 2x4 wall with 2x4 post is there instead. Note: Or submit a engineer letter stating 2x4 wall and post is sufficient for down/uplift loads, Prior to All Rough. New inspection due to canceled inspection Inspector Notes from Inspection 2460 11/25/25 1. Missing SDW 15600 screws from stud to top plate, per plan page S-5 2. S-5 calls for 2x6 wall in back of garage area with (3) 2x6 post under truss A1. 2x4 wall with 2x4 post is there instead. Large plans show different, but details are on smaller plans.
LATH/BRICK/ WATER BARRIER	01/15/2026	APPROVED - AS NOTED	JSTEWART
Note: Inspector Notes from Inspection 2420 *** NOTES ADDED BY RSIMS 12/30/2025 10:09:51 AM *** 12/30/25: ALL MUST BE COMPLETE PRIOR TO INSULATION INSPECTION. 1). No 5ft head pressure. FBC-P2503.5.1 2). Missing fireblocking above electrical panel in garage. (missing fireblocking can be seen from the back side of the wall). FBC-R302.11 3). garage 2" x 6" wall right side studs exceed the 16" OC as required on plans. 4). Load bearing walls have Simpson brackets installed in lieu of the SDWC 15600 scfrews as shown on plans. Engineering Revision required. 5). Front door marked temporary (frame has over 1/4" maximum shim spacing on jambs - FBCR 609.1). Permanent door will need to be installed by Insulation or a window nailing inspection will be added. Inspector Notes from Inspection 2450 Previous Notes not rectified.....required at All Rough. 1. Missing SDW 15600 screws from stud to top plate, per plan page S-5 2. S-5 calls for 2x6 wall in back of garage area with (3) 2x6 post under truss A1. 2x4 wall with 2x4 post is there instead. Note: Or submit a engineer letter stating 2x4 wall and post is sufficient for down/uplift loads, Prior to All Rough.Inspector Notes from Inspection 2467 Previous Notes not rectified.....required at All Rough. 1. Missing SDW 15600 screws from stud to top plate, per plan page S-5 2. S-5 calls for 2x6 wall in back of garage area with (3) 2x6 post under truss A1. 2x4 wall with 2x4 post is there instead. Note: Or submit a engineer letter stating 2x4 wall and post is sufficient for down/uplift loads, Prior to All Rough. New inspection due to canceled inspection Inspector Notes from Inspection 2460 11/25/25 1. Missing SDW 15600 screws from stud to top plate, per plan page S-5 2. S-5 calls for 2x6 wall in back of garage area with (3) 2x6 post under truss A1. 2x4 wall with 2x4 post is there instead. Large plans show different, but details are on smaller plans.
ALL ROUGH	12/30/2025	APPROVED - AS NOTED	RSIMS
Note: *** NOTES ADDED BY RSIMS 12/30/2025 10:09:51 AM *** 12/30/25: ALL MUST BE COMPLETE PRIOR TO INSULATION INSPECTION. 1). No 5ft head pressure. FBC-P2503.5.1 2). Missing fireblocking above electrical panel in garage. (missing fireblocking can be seen from the back side of the wall). FBC-R302.11 3). garage 2" x 6" wall right side studs exceed the 16" OC as required on plans. 4). Load bearing walls have Simpson brackets installed in lieu of the SDWC 15600 scfrews as shown on plans. Engineering Revision required. 5). Front door marked temporary (frame has over 1/4" maximum shim spacing on jambs - FBCR 609.1). Permanent door will need to be installed by Insulation or a window nailing inspection will be added. Inspector Notes from Inspection 2450 Previous Notes not rectified.....required at All Rough. 1. Missing SDW 15600 screws from stud to top plate, per plan page S-5 2. S-5 calls for 2x6 wall in back of garage area with (3) 2x6 post under truss A1. 2x4 wall with 2x4 post is there instead. Note: Or submit a engineer letter stating 2x4 wall and post is sufficient for down/uplift loads, Prior to All Rough.Inspector Notes from Inspection 2467 Previous Notes not rectified.....required at All Rough. 1. Missing SDW 15600 screws from stud to top plate, per plan page S-5 2. S-5 calls for 2x6 wall in back of garage area with (3) 2x6 post under truss A1. 2x4 wall with 2x4 post is there instead. Note: Or submit a engineer letter stating 2x4 wall and post is sufficient for down/uplift loads, Prior to All Rough. New inspection due to canceled inspection Inspector Notes from Inspection 2460 11/25/25 1. Missing SDW 15600 screws from stud to top plate, per plan page S-5 2. S-5 calls for 2x6 wall in back of garage area with (3) 2x6 post under truss A1. 2x4 wall with 2x4 post is there instead. Large plans show different, but details are on smaller plans.
WALL SHEATHING	12/11/2025	APPROVED - AS NOTED	JSTEWART
Note: Previous Notes not rectified.....required at All Rough. 1. Missing SDW 15600 screws from stud to top plate, per plan page S-5 2. S-5 calls for 2x6 wall in back of garage area with (3) 2x6 post under truss A1. 2x4 wall with 2x4 post is there instead. Note: Or submit a engineer letter stating 2x4 wall and post is sufficient for down/uplift loads, Prior to All Rough.Inspector Notes from Inspection 2467 Previous Notes not rectified.....required at All Rough. 1. Missing SDW 15600 screws from stud to top plate, per plan page S-5 2. S-5 calls for 2x6 wall in back of garage area with (3) 2x6 post under truss A1. 2x4 wall with 2x4 post is there instead. Note: Or submit a engineer letter stating 2x4 wall and post is sufficient for down/uplift loads, Prior to All Rough. New inspection due to canceled inspection Inspector Notes from Inspection 2460 11/25/25 1. Missing SDW 15600 screws from stud to top plate, per plan page S-5 2. S-5 calls for 2x6 wall in back of garage area with (3) 2x6 post under truss A1. 2x4 wall with 2x4 post is there instead. Large plans show different, but details are on smaller plans.
ROOF VALLEY & METAL	12/01/2025	APPROVED - AS NOTED	JSTEWART
Note: Previous Notes not rectified.....required at All Rough. 1. Missing SDW 15600 screws from stud to top plate, per plan page S-5 2. S-5 calls for 2x6 wall in back of garage area with (3) 2x6 post under truss A1. 2x4 wall with 2x4 post is there instead. Note: Or submit a engineer letter stating 2x4 wall and post is sufficient for down/uplift loads, Prior to All Rough. New inspection due to canceled inspection Inspector Notes from Inspection 2460 11/25/25 1. Missing SDW 15600 screws from stud to top plate, per plan page S-5 2. S-5 calls for 2x6 wall in back of garage area with (3) 2x6 post under truss A1. 2x4 wall with 2x4 post is there instead. Large plans show different, but details are on smaller plans.
ROOF VALLEY & METAL	11/26/2025	CANCELLED BY APPLICANT	WEB
Note: Inspector Notes from Inspection 2460 11/25/25 1. Missing SDW 15600 screws from stud to top plate, per plan page S-5 2. S-5 calls for 2x6 wall in back of garage area with (3) 2x6 post under truss A1. 2x4 wall with 2x4 post is there instead. Large plans show different, but details are on smaller plans.
ROOF SHEATHING / BRACES/TIES/DOWN CELL	11/25/2025	APPROVED - AS NOTED	MCONTRYMAN
Note: 11/25/25 1. Missing SDW 15600 screws from stud to top plate, per plan page S-5 2. S-5 calls for 2x6 wall in back of garage area with (3) 2x6 post under truss A1. 2x4 wall with 2x4 post is there instead. Large plans show different, but details are on smaller plans.
TIE BEAM / LINTEL	11/20/2025	APPROVED	JSTEWART
MONOLITHIC SLAB	11/12/2025	APPROVED	JSTEWART
PLUMBING 1ST ROUGH UNDERGROUND	11/05/2025	APPROVED - AS NOTED	MGIBSON
Note: WATER SERVICE NOT RAN YET
ROW - DRAINAGE	11/05/2025	APPROVED	TPOLACEK
Note: 11-05-25 TPOLACEK*** AT THE TIME OF THE INSPECTION, ALL MINIMUM CITY REQUIREMENTS WERE MET. NIETHER 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 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 11/4/2025 - PREVIOUS INSPECTION NOTES 11-04-25 TPOLACEK*** BUILDER STILL NEED TO ADD TEMPORARY PIPE AND OPEN SWALE. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 10/30/2025 - PREVIOUS INSPECTION NOTES ** 10/30/25 BUILDER REQUIRED TO OPEN THE ROADSIDE SWALE (ROW) AND ESTABLISH A CONSTRUCTION ENTRANCE WITH SILT FENCE INSTALL A TEMPORARY CULVERY PIPE A MINIMUM OF 12 INCHES IN DIAMETER ** SEE ATTACHED PHOTOS ** FOLLOW UP INSPECTION ON 11/04/25
ROW - DRAINAGE	11/04/2025	Disapproved -FEE REQUIRED	TPOLACEK
Note: 11-04-25 TPOLACEK*** BUILDER STILL NEED TO ADD TEMPORARY PIPE AND OPEN SWALE. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 10/30/2025 - PREVIOUS INSPECTION NOTES ** 10/30/25 BUILDER REQUIRED TO OPEN THE ROADSIDE SWALE (ROW) AND ESTABLISH A CONSTRUCTION ENTRANCE WITH SILT FENCE INSTALL A TEMPORARY CULVERY PIPE A MINIMUM OF 12 INCHES IN DIAMETER ** SEE ATTACHED PHOTOS ** FOLLOW UP INSPECTION ON 11/04/25
FORMBOARD SURVEY (OFFICE USE ONLY)	11/04/2025	APPROVED	PFLANAGAN
GEOTECHNICAL REPORT APPROVAL (OFFICE USE)	11/03/2025	APPROVED	PKNAPIK
ROW - DRAINAGE	10/30/2025	Disapproved -FEE REQUIRED	EMADISON
Note: ** 10/30/25 BUILDER REQUIRED TO OPEN THE ROADSIDE SWALE (ROW) AND ESTABLISH A CONSTRUCTION ENTRANCE WITH SILT FENCE INSTALL A TEMPORARY CULVERY PIPE A MINIMUM OF 12 INCHES IN DIAMETER ** SEE ATTACHED PHOTOS ** FOLLOW UP INSPECTION ON 11/04/25
WATER METER INSTALLATION REQUEST	10/29/2025	APPROVED	CBOWERMASTER

Review History

Department	Status	Date In	Date Out
BLD	COMPLETE	01/16/2026	01/16/2026
Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM
SW1	COMPLETE	11/04/2025	11/04/2025
Note: Released By: PARREN FLANAGAN - (386)986-2392 - PFLANAGAN@PALMCOASTGOV.COM
ZON	COMPLETE	11/04/2025	11/04/2025
Note: Released By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM
BLD	COMPLETE	10/31/2025	11/03/2025
Note: Released By: PETER KNAPIK - (386)986-3783 - PKNAPIK@PALMCOASTGOV.COM
BLD	COMPLETE	09/12/2025	09/18/2025
Note: Released By: PETER KNAPIK - (386)986-3783 - PKNAPIK@PALMCOASTGOV.COM
CUSVC	COMPLETE	09/12/2025	09/22/2025
Note: Released By: HALEIGH HAND - - HHAND@PALMCOASTGOV.COM
ELEC	COMPLETE	09/12/2025	09/15/2025
Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM
ENGIN1	COMPLETE	09/12/2025	09/12/2025
Note: Released By: LEVI SALYERDS - (386)986-2575 - LSALYERDS@PALMCOASTGOV.COM
GAS	CANCEL	09/12/2025	09/15/2025
LOCATE	COMPLETE	09/12/2025	09/19/2025
Note: Released By: CANDACE BOWERMASTER - - CBOWERMASTER@PALMCOASTGOV.COM
MECH	COMPLETE	09/12/2025	09/15/2025
Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM
SW1	COMPLETE	09/12/2025	09/15/2025
Note: Released By: PARREN FLANAGAN - (386)986-2392 - PFLANAGAN@PALMCOASTGOV.COM
ZON	COMPLETE	09/12/2025	09/15/2025
Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM
SWALE	COMPLETE	09/12/2025	09/24/2025
Note: Released By: LEVI SALYERDS - (386)986-2575 - LSALYERDS@PALMCOASTGOV.COM

Fees & Payments

(Permit is not ready for pickup until the permit has been processed and fees appear)

Description	Amount Due	Date Paid
REINSPECTION RESIDENTIAL	¤40.00	04/15/2026
RSI REINSPECTION 1	¤35.00	04/15/2026
RSI REINSPECTION 1	¤35.00	04/15/2026
RSI REINSPECTION 1	¤35.00	04/15/2026
IMPACT FEE TRANSPORTATION	¤1,916.00	10/09/2025
PEP TANK INSTALL	¤756.74	10/09/2025
WASTEWATER MAIN EXTENSION IMPA	¤2,385.00	10/09/2025
SURCHARGE - FS 468.631	¤21.42	10/09/2025
SURCHARGE FS 533.721	¤14.28	10/09/2025
SW ENG - FOUNDATION SURVEY	¤20.00	10/09/2025
SW ENG INSPECTION 80	¤80.00	10/09/2025
SW ENG - REVIEW 20	¤20.00	10/09/2025
SW ENG PRE APRON	¤30.00	10/09/2025
SW ENG RES REVIEW 200	¤200.00	10/09/2025
PLAN REVIEW - RESIDENTIAL	¤343.98	10/09/2025
ADJUSTMENT 10%	(¤158.67)	10/09/2025
INSPECTION - RESIDENTIAL	¤1,212.75	10/09/2025
WATER- TURN ON	¤50.00	10/09/2025
ADMINISTRATIVE RESIDENTIAL	¤30.00	10/09/2025
FC IMPACT FEE EMS	¤62.00	10/09/2025
IMPACT FEE FIRE	¤434.51	10/09/2025
FC IMPACT FEE LIBRARY	¤268.00	10/09/2025
FC IMPACT FEE LAW ENFORCEMENT	¤218.00	10/09/2025
IMPACT FEE PARKS	¤1,828.01	10/09/2025
IMPACT FEE SCHOOL	¤5,450.00	10/09/2025
WATER METER W/ TAP	¤2,326.93	10/09/2025
SEWER CREDIT	(¤4,782.75)	10/09/2025
WASTEWATER PERM REVIEW	¤25.00	10/09/2025
WASTEWATER PERM INSPECTION	¤80.00	10/09/2025
SEWER CAPITAL FACILITY	¤4,415.00	10/09/2025
WATER CAPITAL FACILITY FEE	¤3,790.49	10/09/2025
WATER PERMIT REVIEW	¤25.00	10/09/2025
WATER MAIN EXTENSION IMPACT	¤917.27	10/09/2025
SITE PLAN 30	¤30.00	10/09/2025
SITE PLAN 30	¤30.00	09/23/2025
SITE PLAN 30	(¤30.00)	09/23/2025
WATER MAIN EXTENSION IMPACT	¤917.27	09/23/2025
WATER MAIN EXTENSION IMPACT	(¤917.27)	09/23/2025
WATER CAPITAL FACILITY FEE	¤3,790.49	09/23/2025
WATER PERMIT REVIEW	¤25.00	09/23/2025
WATER PERMIT REVIEW	(¤25.00)	09/23/2025
WATER CAPITAL FACILITY FEE	(¤3,790.49)	09/23/2025
WASTEWATER PERM REVIEW	(¤25.00)	09/23/2025
WASTEWATER PERM REVIEW	¤25.00	09/23/2025
SEWER CAPITAL FACILITY	¤4,415.00	09/23/2025
SEWER CAPITAL FACILITY	(¤4,415.00)	09/23/2025
WASTEWATER PERM INSPECTION	¤80.00	09/23/2025
WASTEWATER PERM INSPECTION	(¤80.00)	09/23/2025
SEWER CREDIT	(¤4,782.75)	09/23/2025
SEWER CREDIT	¤4,782.75	09/23/2025
IMPACT FEE SCHOOL	¤5,450.00	09/23/2025
IMPACT FEE TRANSPORTATION	¤1,916.00	09/23/2025
IMPACT FEE TRANSPORTATION	(¤1,916.00)	09/23/2025
IMPACT FEE SCHOOL	(¤5,450.00)	09/23/2025
FC IMPACT FEE LIBRARY	(¤268.00)	09/23/2025
FC IMPACT FEE LIBRARY	¤268.00	09/23/2025
IMPACT FEE PARKS	¤1,828.01	09/23/2025
IMPACT FEE PARKS	(¤1,828.01)	09/23/2025
FC IMPACT FEE LAW ENFORCEMENT	¤218.00	09/23/2025
FC IMPACT FEE LAW ENFORCEMENT	(¤218.00)	09/23/2025
IMPACT FEE FIRE	¤434.51	09/23/2025
IMPACT FEE FIRE	(¤434.51)	09/23/2025
ADMINISTRATIVE RESIDENTIAL	¤30.00	09/23/2025
INSPECTION - RESIDENTIAL	¤1,212.75	09/23/2025
INSPECTION - RESIDENTIAL	(¤1,212.75)	09/23/2025
ADJUSTMENT 10%	(¤158.67)	09/23/2025
ADJUSTMENT 10%	¤158.67	09/23/2025
WATER- TURN ON	¤50.00	09/23/2025
WATER- TURN ON	(¤50.00)	09/23/2025
PLAN REVIEW - RESIDENTIAL	(¤343.98)	09/23/2025
ADMINISTRATIVE RESIDENTIAL	(¤30.00)	09/23/2025
PLAN REVIEW - RESIDENTIAL	¤343.98	09/23/2025
FC IMPACT FEE EMS	¤62.00	09/23/2025
FC IMPACT FEE EMS	(¤62.00)	09/23/2025
WATER METER W/ TAP	¤2,326.93	09/23/2025
WATER METER W/ TAP	(¤2,326.93)	09/23/2025
SW ENG - REVIEW 20	(¤20.00)	09/23/2025
SW ENG - REVIEW 20	¤20.00	09/23/2025
SW ENG RES REVIEW 200	¤200.00	09/23/2025
SW ENG RES REVIEW 200	(¤200.00)	09/23/2025
SW ENG INSPECTION 80	¤80.00	09/23/2025
SW ENG PRE APRON	¤30.00	09/23/2025
SW ENG PRE APRON	(¤30.00)	09/23/2025
SW ENG INSPECTION 80	(¤80.00)	09/23/2025
SURCHARGE - FS 468.631	(¤21.42)	09/23/2025
SURCHARGE - FS 468.631	¤21.42	09/23/2025
SW ENG - FOUNDATION SURVEY	¤20.00	09/23/2025
SW ENG - FOUNDATION SURVEY	(¤20.00)	09/23/2025
WASTEWATER MAIN EXTENSION IMPA	¤2,385.00	09/23/2025
SURCHARGE FS 533.721	¤14.28	09/23/2025
SURCHARGE FS 533.721	(¤14.28)	09/23/2025
PEP TANK INSTALL	¤756.74	09/23/2025
PEP TANK INSTALL	(¤756.74)	09/23/2025
WASTEWATER MAIN EXTENSION IMPA	(¤2,385.00)	09/23/2025
Fees	Total Due: ¤0.00	Total Paid: ¤22,153.96