Status: COED

Parcel Id: 07-11-31-7063-00470-0010

CONDITIONED SPACE: 1506 sqft

GARAGE: 399 sqft

OPENED PORCH (WITH ROOF) : 116 sqft

Total Square Footage: 2021 sqft

Block: 00470

Subdivision: -

Job Phone: 202-494-2019

Location Address: 1 ZAUNSTOWN PL

Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY

Issue Date: 04/10/2024

NOC: RECORDED

Applicant name: GARY ANDREW FISCHER

Owner: FELDMAN PAUL ESQ TRUSTEE

Address 2750 NE 185TH STREET AVENTURA, FL 33180

Address SUITE 203 AVENTURA, FL 33180

Lot: 0010

Contracted Stated Job Value: ¤150,000.00

Job Description: SINGLE FAMILY RESIDENCE

Type: CN

Contractor

INB HOMES

Status	Location Address	Mailing Address	State License Number	Phone
ACTIVE	3670 MAGUIRE BLVD ORLANDO, FL 32803	SUITE 210 ORLANDO, FL 32803	CGC048746 (Exp: 08/31/2026)	407-476-8195

Sub Contractors

ROBERT MICHAEL RENNER

Status	Location Address	State License Number	Phone
ACTIVE	531 CODISCO WAY SANFORD, FL 32771	CAC051477 (Exp: 08/31/2026)	407-333-2665

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

JOSEPH C WRIGHT

Status	Location Address	Mailing Address	State License Number	Phone	Fax
ACTIVE	15 HARGROVE LANE PALM COAST, FL 32137	UNIT 3 D PALM COAST, FL 32137	EC13003278 (Exp: 08/31/2026)	386-447-9644	386-447-9633

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

Inspection History

Type	Request Date	Result	Inspector
BLD - BUILDING FINAL	12/17/2024	FINAL APPROVED	MCONTRYMAN
Note: 12/13/2024 - PREVIOUS INSPECTION NOTES 12/13/2024 1. Mising bath vent cover at soffit. 2. ODU AC not anchored. 3. ODU AC needs 3" clearance from grpound. FBCR M1305.1.4.1 4. AC drainage line needs to be brought up off ground. 5. Hot water revesed in kitchen. FBCR P2722.2
ROW - STORMWATER FINAL	12/17/2024	APPROVED - AS NOTED	FSLADISH
Note: 12/17/24 SWALE CORRECTION MADE AT THE TIME OF THIS INSPECTION GRADE HAS BEEN MET IN ACCORDANCE WITH COPC REQUIREMENTS. APPROVING AS NOTED. 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. _________________________________________________________________________________________________________________________ 12/13/2024 - PREVIOUS INSPECTION NOTES 12/13/24 NOT READY FOR INSPECTION CANCELLED AS A COURTESY DUE TO THE FACT I WAS ALREADY HERE FOR THE AFTER POUR INSPECTION. BILL ASKED TO CANCEL. ________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9465 12/12/24 SPOKE WITH BILL CM AND AFTER DISCUSSUION HE UNDERSTANDS WHAT WE NEED HIM TO DO ON THE RIGHT SIDE OUT OF THE CULVERT. I AM GOING TO APPROVE THIS AS A OURTESY SO HE CAN MOVE AHEAD WITH HIS INSPECTIONS AND THE CORRECTION WILL BE MADE BEFORE ROW FINAL PASSAGE. ______________________________________________________________________________________________________________________ 12/12/2024 - PREVIOUS INSPECTION NOTES 12/12/24 PLEASE READ PREVIOUS NOTES. YOU ARE GOING TO HAVE TO MATCH GRADE AT THE RIGHT SIDE FRONT SWALE PROPERTY GRADE. YOU CAN EITHER COME OUT OF THE RIGHT SIDE OF THE CULVERT PIPE AT A 2:1 SLOPE TO A 21.10 TO A 21.18 TO PROPERTY LINE. OR YOU CAN START BACK AT THE CORNER WHERE IT IS 21.10 AND RUN IT FLAT TO A 2:1 SLOPE INTO AND OUT OF THE CULVERT PIPE THEN 21.10 FLAT TO PROPERTY LINE. BASICALLY THE RIGHT SIDE IS WAY TO LOW COMPARED TO PROPERTY LINE AND WILL NOT ALLOW POSITIVE DRAINAGE TO THE CUL DE SAC DITCH. I AM AS A COURTESY NOT GOING TO FEE YOU. IF YOU HAVE ANY QUESTIONS PLEASE REACH OUT TO ME AND I WILL DO MY BEST TO DISCUSS IT OT MEET YOU THERE WHEN I AM ABLE. AT THIS TIME IF THE PROPERTY STAKE IS CORRECT ON THE RIGHT SIDE YOU WILL NEED TO REMOVE THE HIGH SPOT AND THAT MAY ASSIST YOU WITH GRADE. 12/9/2024 - PREVIOUS INSPECTION NOTES 12/9/24 UPON WALKING PROPERTY DETERMINED SURVEY IS SHOWING CORRECTLY. ON THE RIGHT SIDE OF THE CULVERT IN THE FRONT SWALE THERE IS A LARGE DIFFERENCE IN ELEVATION AT THE PROPERTY LIN. YOU WILL NEED TO COME OUT OF THE CORNER AT THE AT YOUR CURRENT ELEVATON OF 21.10 AND RUN THAT FLAT TO YOUR 2:1 DROP INTO LEFT SIDE CULVERT COME OUT ON A 2:1 SLOPE ON THE RIGHT SIDE CULVERT TO A 21.10 FLAT TO THE PROPERTY LINE TO COME AS CLOSE AS POSSIBLE TO GRADE AT PROPERTY LINE AS THE DRAINAGE FLOWS LEFT TO RIGHT AND DUMPS INTO COPC DITCH IN THE CUL DE SAC. _________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9463 12/9/24 WITH THE EXCEPTION OF THE RIGHT SIDE SWALE ELEVATION GOING FROM 20.75 TO A 21.18 EVERYTHING ELSE LOOKS ACCEPTABLE. WILL DETERMINE DURING FIELD SURVEY WHAT I AM SEEING IN FIELD ON THE RIGHT SIDE FRONT SWALE AREA IN QUESTION. APPROVING AS NOTED.
U -UTILITY RESIDENTIAL FINAL	12/13/2024	FINAL APPROVED	BWRIGHT
ROW - STORMWATER FINAL	12/13/2024	CANCELLED BY APPLICANT	FSLADISH
Note: 12/13/24 NOT READY FOR INSPECTION CANCELLED AS A COURTESY DUE TO THE FACT I WAS ALREADY HERE FOR THE AFTER POUR INSPECTION. BILL ASKED TO CANCEL. ________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9465 12/12/24 SPOKE WITH BILL CM AND AFTER DISCUSSUION HE UNDERSTANDS WHAT WE NEED HIM TO DO ON THE RIGHT SIDE OUT OF THE CULVERT. I AM GOING TO APPROVE THIS AS A OURTESY SO HE CAN MOVE AHEAD WITH HIS INSPECTIONS AND THE CORRECTION WILL BE MADE BEFORE ROW FINAL PASSAGE. ______________________________________________________________________________________________________________________ 12/12/2024 - PREVIOUS INSPECTION NOTES 12/12/24 PLEASE READ PREVIOUS NOTES. YOU ARE GOING TO HAVE TO MATCH GRADE AT THE RIGHT SIDE FRONT SWALE PROPERTY GRADE. YOU CAN EITHER COME OUT OF THE RIGHT SIDE OF THE CULVERT PIPE AT A 2:1 SLOPE TO A 21.10 TO A 21.18 TO PROPERTY LINE. OR YOU CAN START BACK AT THE CORNER WHERE IT IS 21.10 AND RUN IT FLAT TO A 2:1 SLOPE INTO AND OUT OF THE CULVERT PIPE THEN 21.10 FLAT TO PROPERTY LINE. BASICALLY THE RIGHT SIDE IS WAY TO LOW COMPARED TO PROPERTY LINE AND WILL NOT ALLOW POSITIVE DRAINAGE TO THE CUL DE SAC DITCH. I AM AS A COURTESY NOT GOING TO FEE YOU. IF YOU HAVE ANY QUESTIONS PLEASE REACH OUT TO ME AND I WILL DO MY BEST TO DISCUSS IT OT MEET YOU THERE WHEN I AM ABLE. AT THIS TIME IF THE PROPERTY STAKE IS CORRECT ON THE RIGHT SIDE YOU WILL NEED TO REMOVE THE HIGH SPOT AND THAT MAY ASSIST YOU WITH GRADE. 12/9/2024 - PREVIOUS INSPECTION NOTES 12/9/24 UPON WALKING PROPERTY DETERMINED SURVEY IS SHOWING CORRECTLY. ON THE RIGHT SIDE OF THE CULVERT IN THE FRONT SWALE THERE IS A LARGE DIFFERENCE IN ELEVATION AT THE PROPERTY LIN. YOU WILL NEED TO COME OUT OF THE CORNER AT THE AT YOUR CURRENT ELEVATON OF 21.10 AND RUN THAT FLAT TO YOUR 2:1 DROP INTO LEFT SIDE CULVERT COME OUT ON A 2:1 SLOPE ON THE RIGHT SIDE CULVERT TO A 21.10 FLAT TO THE PROPERTY LINE TO COME AS CLOSE AS POSSIBLE TO GRADE AT PROPERTY LINE AS THE DRAINAGE FLOWS LEFT TO RIGHT AND DUMPS INTO COPC DITCH IN THE CUL DE SAC. _________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9463 12/9/24 WITH THE EXCEPTION OF THE RIGHT SIDE SWALE ELEVATION GOING FROM 20.75 TO A 21.18 EVERYTHING ELSE LOOKS ACCEPTABLE. WILL DETERMINE DURING FIELD SURVEY WHAT I AM SEEING IN FIELD ON THE RIGHT SIDE FRONT SWALE AREA IN QUESTION. APPROVING AS NOTED.
ROW - FINAL APRON (AFTER POUR)	12/13/2024	APPROVED	FSLADISH
Note: 12/13/24 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. PIPE ELEVATION IS GOOD, CUTS ARE MADE, CULVERT CLEAR, HOT PATCH COMPLETE. Inspector Notes from Inspection 9465 12/12/24 SPOKE WITH BILL CM AND AFTER DISCUSSUION HE UNDERSTANDS WHAT WE NEED HIM TO DO ON THE RIGHT SIDE OUT OF THE CULVERT. I AM GOING TO APPROVE THIS AS A OURTESY SO HE CAN MOVE AHEAD WITH HIS INSPECTIONS AND THE CORRECTION WILL BE MADE BEFORE ROW FINAL PASSAGE. ______________________________________________________________________________________________________________________ 12/12/2024 - PREVIOUS INSPECTION NOTES 12/12/24 PLEASE READ PREVIOUS NOTES. YOU ARE GOING TO HAVE TO MATCH GRADE AT THE RIGHT SIDE FRONT SWALE PROPERTY GRADE. YOU CAN EITHER COME OUT OF THE RIGHT SIDE OF THE CULVERT PIPE AT A 2:1 SLOPE TO A 21.10 TO A 21.18 TO PROPERTY LINE. OR YOU CAN START BACK AT THE CORNER WHERE IT IS 21.10 AND RUN IT FLAT TO A 2:1 SLOPE INTO AND OUT OF THE CULVERT PIPE THEN 21.10 FLAT TO PROPERTY LINE. BASICALLY THE RIGHT SIDE IS WAY TO LOW COMPARED TO PROPERTY LINE AND WILL NOT ALLOW POSITIVE DRAINAGE TO THE CUL DE SAC DITCH. I AM AS A COURTESY NOT GOING TO FEE YOU. IF YOU HAVE ANY QUESTIONS PLEASE REACH OUT TO ME AND I WILL DO MY BEST TO DISCUSS IT OT MEET YOU THERE WHEN I AM ABLE. AT THIS TIME IF THE PROPERTY STAKE IS CORRECT ON THE RIGHT SIDE YOU WILL NEED TO REMOVE THE HIGH SPOT AND THAT MAY ASSIST YOU WITH GRADE. 12/9/2024 - PREVIOUS INSPECTION NOTES 12/9/24 UPON WALKING PROPERTY DETERMINED SURVEY IS SHOWING CORRECTLY. ON THE RIGHT SIDE OF THE CULVERT IN THE FRONT SWALE THERE IS A LARGE DIFFERENCE IN ELEVATION AT THE PROPERTY LIN. YOU WILL NEED TO COME OUT OF THE CORNER AT THE AT YOUR CURRENT ELEVATON OF 21.10 AND RUN THAT FLAT TO YOUR 2:1 DROP INTO LEFT SIDE CULVERT COME OUT ON A 2:1 SLOPE ON THE RIGHT SIDE CULVERT TO A 21.10 FLAT TO THE PROPERTY LINE TO COME AS CLOSE AS POSSIBLE TO GRADE AT PROPERTY LINE AS THE DRAINAGE FLOWS LEFT TO RIGHT AND DUMPS INTO COPC DITCH IN THE CUL DE SAC. _________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9463 12/9/24 WITH THE EXCEPTION OF THE RIGHT SIDE SWALE ELEVATION GOING FROM 20.75 TO A 21.18 EVERYTHING ELSE LOOKS ACCEPTABLE. WILL DETERMINE DURING FIELD SURVEY WHAT I AM SEEING IN FIELD ON THE RIGHT SIDE FRONT SWALE AREA IN QUESTION. APPROVING AS NOTED.
BLD - BUILDING FINAL	12/13/2024	Disapproved - NO FEE	PKNAPIK
Note: 12/13/2024 1. Mising bath vent cover at soffit. 2. ODU AC not anchored. 3. ODU AC needs 3" clearance from grpound. FBCR M1305.1.4.1 4. AC drainage line needs to be brought up off ground. 5. Hot water revesed in kitchen. FBCR P2722.2
U-CROSS CONNECTION	12/12/2024	APPROVED	DHANEY
ROW FIELD SURVEY /GRADING CERTIFICATION	12/12/2024	Disapproved - NO FEE	FSLADISH
Note: 12/12/24 PLEASE READ PREVIOUS NOTES. YOU ARE GOING TO HAVE TO MATCH GRADE AT THE RIGHT SIDE FRONT SWALE PROPERTY GRADE. YOU CAN EITHER COME OUT OF THE RIGHT SIDE OF THE CULVERT PIPE AT A 2:1 SLOPE TO A 21.10 TO A 21.18 TO PROPERTY LINE. OR YOU CAN START BACK AT THE CORNER WHERE IT IS 21.10 AND RUN IT FLAT TO A 2:1 SLOPE INTO AND OUT OF THE CULVERT PIPE THEN 21.10 FLAT TO PROPERTY LINE. BASICALLY THE RIGHT SIDE IS WAY TO LOW COMPARED TO PROPERTY LINE AND WILL NOT ALLOW POSITIVE DRAINAGE TO THE CUL DE SAC DITCH. I AM AS A COURTESY NOT GOING TO FEE YOU. IF YOU HAVE ANY QUESTIONS PLEASE REACH OUT TO ME AND I WILL DO MY BEST TO DISCUSS IT OT MEET YOU THERE WHEN I AM ABLE. AT THIS TIME IF THE PROPERTY STAKE IS CORRECT ON THE RIGHT SIDE YOU WILL NEED TO REMOVE THE HIGH SPOT AND THAT MAY ASSIST YOU WITH GRADE. 12/9/2024 - PREVIOUS INSPECTION NOTES 12/9/24 UPON WALKING PROPERTY DETERMINED SURVEY IS SHOWING CORRECTLY. ON THE RIGHT SIDE OF THE CULVERT IN THE FRONT SWALE THERE IS A LARGE DIFFERENCE IN ELEVATION AT THE PROPERTY LIN. YOU WILL NEED TO COME OUT OF THE CORNER AT THE AT YOUR CURRENT ELEVATON OF 21.10 AND RUN THAT FLAT TO YOUR 2:1 DROP INTO LEFT SIDE CULVERT COME OUT ON A 2:1 SLOPE ON THE RIGHT SIDE CULVERT TO A 21.10 FLAT TO THE PROPERTY LINE TO COME AS CLOSE AS POSSIBLE TO GRADE AT PROPERTY LINE AS THE DRAINAGE FLOWS LEFT TO RIGHT AND DUMPS INTO COPC DITCH IN THE CUL DE SAC. _________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9463 12/9/24 WITH THE EXCEPTION OF THE RIGHT SIDE SWALE ELEVATION GOING FROM 20.75 TO A 21.18 EVERYTHING ELSE LOOKS ACCEPTABLE. WILL DETERMINE DURING FIELD SURVEY WHAT I AM SEEING IN FIELD ON THE RIGHT SIDE FRONT SWALE AREA IN QUESTION. APPROVING AS NOTED.
ROW FIELD SURVEY /GRADING CERTIFICATION	12/12/2024	APPROVED - AS NOTED	FSLADISH
Note: 12/12/24 SPOKE WITH BILL CM AND AFTER DISCUSSUION HE UNDERSTANDS WHAT WE NEED HIM TO DO ON THE RIGHT SIDE OUT OF THE CULVERT. I AM GOING TO APPROVE THIS AS A OURTESY SO HE CAN MOVE AHEAD WITH HIS INSPECTIONS AND THE CORRECTION WILL BE MADE BEFORE ROW FINAL PASSAGE. ______________________________________________________________________________________________________________________ 12/12/2024 - PREVIOUS INSPECTION NOTES 12/12/24 PLEASE READ PREVIOUS NOTES. YOU ARE GOING TO HAVE TO MATCH GRADE AT THE RIGHT SIDE FRONT SWALE PROPERTY GRADE. YOU CAN EITHER COME OUT OF THE RIGHT SIDE OF THE CULVERT PIPE AT A 2:1 SLOPE TO A 21.10 TO A 21.18 TO PROPERTY LINE. OR YOU CAN START BACK AT THE CORNER WHERE IT IS 21.10 AND RUN IT FLAT TO A 2:1 SLOPE INTO AND OUT OF THE CULVERT PIPE THEN 21.10 FLAT TO PROPERTY LINE. BASICALLY THE RIGHT SIDE IS WAY TO LOW COMPARED TO PROPERTY LINE AND WILL NOT ALLOW POSITIVE DRAINAGE TO THE CUL DE SAC DITCH. I AM AS A COURTESY NOT GOING TO FEE YOU. IF YOU HAVE ANY QUESTIONS PLEASE REACH OUT TO ME AND I WILL DO MY BEST TO DISCUSS IT OT MEET YOU THERE WHEN I AM ABLE. AT THIS TIME IF THE PROPERTY STAKE IS CORRECT ON THE RIGHT SIDE YOU WILL NEED TO REMOVE THE HIGH SPOT AND THAT MAY ASSIST YOU WITH GRADE. 12/9/2024 - PREVIOUS INSPECTION NOTES 12/9/24 UPON WALKING PROPERTY DETERMINED SURVEY IS SHOWING CORRECTLY. ON THE RIGHT SIDE OF THE CULVERT IN THE FRONT SWALE THERE IS A LARGE DIFFERENCE IN ELEVATION AT THE PROPERTY LIN. YOU WILL NEED TO COME OUT OF THE CORNER AT THE AT YOUR CURRENT ELEVATON OF 21.10 AND RUN THAT FLAT TO YOUR 2:1 DROP INTO LEFT SIDE CULVERT COME OUT ON A 2:1 SLOPE ON THE RIGHT SIDE CULVERT TO A 21.10 FLAT TO THE PROPERTY LINE TO COME AS CLOSE AS POSSIBLE TO GRADE AT PROPERTY LINE AS THE DRAINAGE FLOWS LEFT TO RIGHT AND DUMPS INTO COPC DITCH IN THE CUL DE SAC. _________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9463 12/9/24 WITH THE EXCEPTION OF THE RIGHT SIDE SWALE ELEVATION GOING FROM 20.75 TO A 21.18 EVERYTHING ELSE LOOKS ACCEPTABLE. WILL DETERMINE DURING FIELD SURVEY WHAT I AM SEEING IN FIELD ON THE RIGHT SIDE FRONT SWALE AREA IN QUESTION. APPROVING AS NOTED.
ROW- FINAL SURVEY/GRADING CERTIFICATION	12/09/2024	APPROVED - AS NOTED	FSLADISH
Note: 12/9/24 WITH THE EXCEPTION OF THE RIGHT SIDE SWALE ELEVATION GOING FROM 20.75 TO A 21.18 EVERYTHING ELSE LOOKS ACCEPTABLE. WILL DETERMINE DURING FIELD SURVEY WHAT I AM SEEING IN FIELD ON THE RIGHT SIDE FRONT SWALE AREA IN QUESTION. APPROVING AS NOTED.
ROW FIELD SURVEY /GRADING CERTIFICATION	12/09/2024	Disapproved - NO FEE	FSLADISH
Note: 12/9/24 UPON WALKING PROPERTY DETERMINED SURVEY IS SHOWING CORRECTLY. ON THE RIGHT SIDE OF THE CULVERT IN THE FRONT SWALE THERE IS A LARGE DIFFERENCE IN ELEVATION AT THE PROPERTY LIN. YOU WILL NEED TO COME OUT OF THE CORNER AT THE AT YOUR CURRENT ELEVATON OF 21.10 AND RUN THAT FLAT TO YOUR 2:1 DROP INTO LEFT SIDE CULVERT COME OUT ON A 2:1 SLOPE ON THE RIGHT SIDE CULVERT TO A 21.10 FLAT TO THE PROPERTY LINE TO COME AS CLOSE AS POSSIBLE TO GRADE AT PROPERTY LINE AS THE DRAINAGE FLOWS LEFT TO RIGHT AND DUMPS INTO COPC DITCH IN THE CUL DE SAC. _________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9463 12/9/24 WITH THE EXCEPTION OF THE RIGHT SIDE SWALE ELEVATION GOING FROM 20.75 TO A 21.18 EVERYTHING ELSE LOOKS ACCEPTABLE. WILL DETERMINE DURING FIELD SURVEY WHAT I AM SEEING IN FIELD ON THE RIGHT SIDE FRONT SWALE AREA IN QUESTION. APPROVING AS NOTED.
ROW- PRE-APRON (PRE-POUR)	10/29/2024	APPROVED	FSLADISH
Note: 10/29/24 PIPE ELEVATION IS GOOD AT THE TIME OF THIS INSPECTION. READY TO POUR. 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 IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6G.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL 10/25/2024 - PREVIOUS INSPECTION NOTES THE CULVERT IS FLOWING THE WRONG DIRECTION TO THE SWALE PLAN DETAIL.
GRAVITY SEWER TEST	10/28/2024	APPROVED	MGIBSON
SEWER TIE IN	10/28/2024	APPROVED	MGIBSON
ROW- PRE-APRON (PRE-POUR)	10/25/2024	Disapproved - NO FEE	PFLANAGAN
Note: THE CULVERT IS FLOWING THE WRONG DIRECTION TO THE SWALE PLAN DETAIL.
ROW - DRAINAGE	10/15/2024	APPROVED - AS NOTED	FSLADISH
Note: 10/15/24 TEMPORARY PIPE IS OPEN TO FLOW AND PORTA POTTY ON BUILDING SITE AT THE TIME OF THIS INSPECTION. _______________________________________________________________________________________________________________________ 10/14/2024 - PREVIOUS INSPECTION NOTES 10/14/24 NO CHANGES. NOTHING REQUIRED ON PREVIOUS INSPECTION NOTES COMPLETED AT THE TIME OF THIS INSPECTION. ________________________________________________________________________________________________________________________ 10/11/2024 - PREVIOUS INSPECTION NOTES STILL NEED TO BE FIX ALL BELOW -------------------------------------------------------------------- 10/7/2024 - PREVIOUS INSPECTION NOTES 10/7/24 YOU NEED TO CLEAN THE DIRT/SILT OUT OF YOUR TEMPORARY CULVERT PIPE AND MAKE SURE IT IS AT GRADE TO ALLOW SWALE TO HAVE POSITIVE DRAINAGE. YOU NEED TO MOVE YOUR PORTA POTTY OUT OF THE COPC SWALE ROW AND PLACE IT ON YOUR SITE. WILL BE BACK 10/7/24 FOR COMPLIANCE REINSPECTION.
ROW - DRAINAGE	10/14/2024	Disapproved -FEE REQUIRED	FSLADISH
Note: 10/14/24 NO CHANGES. NOTHING REQUIRED ON PREVIOUS INSPECTION NOTES COMPLETED AT THE TIME OF THIS INSPECTION. ________________________________________________________________________________________________________________________ 10/11/2024 - PREVIOUS INSPECTION NOTES STILL NEED TO BE FIX ALL BELOW -------------------------------------------------------------------- 10/7/2024 - PREVIOUS INSPECTION NOTES 10/7/24 YOU NEED TO CLEAN THE DIRT/SILT OUT OF YOUR TEMPORARY CULVERT PIPE AND MAKE SURE IT IS AT GRADE TO ALLOW SWALE TO HAVE POSITIVE DRAINAGE. YOU NEED TO MOVE YOUR PORTA POTTY OUT OF THE COPC SWALE ROW AND PLACE IT ON YOUR SITE. WILL BE BACK 10/7/24 FOR COMPLIANCE REINSPECTION.
ROW - DRAINAGE	10/11/2024	Disapproved - NO FEE	PFLANAGAN
Note: STILL NEED TO BE FIX ALL BELOW -------------------------------------------------------------------- 10/7/2024 - PREVIOUS INSPECTION NOTES 10/7/24 YOU NEED TO CLEAN THE DIRT/SILT OUT OF YOUR TEMPORARY CULVERT PIPE AND MAKE SURE IT IS AT GRADE TO ALLOW SWALE TO HAVE POSITIVE DRAINAGE. YOU NEED TO MOVE YOUR PORTA POTTY OUT OF THE COPC SWALE ROW AND PLACE IT ON YOUR SITE. WILL BE BACK 10/7/24 FOR COMPLIANCE REINSPECTION.
ROW - DRAINAGE	10/07/2024	Disapproved - NO FEE	FSLADISH
Note: 10/7/24 YOU NEED TO CLEAN THE DIRT/SILT OUT OF YOUR TEMPORARY CULVERT PIPE AND MAKE SURE IT IS AT GRADE TO ALLOW SWALE TO HAVE POSITIVE DRAINAGE. YOU NEED TO MOVE YOUR PORTA POTTY OUT OF THE COPC SWALE ROW AND PLACE IT ON YOUR SITE. WILL BE BACK 10/11/24 FOR COMPLIANCE REINSPECTION.
ELECTRIC - EARLY POWER	10/04/2024	APPROVED	PKNAPIK
Note: 10/3/2024 - PREVIOUS INSPECTION NOTES 10-3-24 1. Pep tank wiring not safed off.
ELECTRIC - EARLY POWER	10/03/2024	Disapproved - NO FEE	BTAYLOR
Note: 10-3-24 1. Pep tank wiring not safed off.
PEP TANK INSTALLATION REQUEST	09/18/2024	APPROVED	CBOWERMASTER
LATH/BRICK/ WATER BARRIER	09/13/2024	APPROVED	KSANDOE
ELECTRIC - EARLY POWER	09/12/2024	CANCELLED BY APPLICANT	WEB
SEWER TIE IN	09/12/2024	CANCELLED BY APPLICANT	WEB
GRAVITY SEWER TEST	09/12/2024	CANCELLED BY APPLICANT	WEB
INSULATION	09/11/2024	APPROVED	BTAYLOR
Note: 9/9/2024 - PREVIOUS INSPECTION NOTES Previous note has not been addressed FBCR M1601.4.1 Bathroom exhaust duct needs two mechanical fasteners Inspector Notes from Inspection 2420 Please add secondary mechanical fastener to bathroom exhaust ducts
INSULATION	09/09/2024	Disapproved -FEE REQUIRED	KSANDOE
Note: Previous note has not been addressed FBCR M1601.4.1 Bathroom exhaust duct needs two mechanical fasteners Inspector Notes from Inspection 2420 Please add secondary mechanical fastener to bathroom exhaust ducts
ALL ROUGH	09/04/2024	APPROVED - AS NOTED	KSANDOE
Note: Please add secondary mechanical fastener to bathroom exhaust ducts
ROOF SHEATHING / BRACES/TIES/DOWN CELL	08/29/2024	APPROVED	BTAYLOR
Note: 8/28/2024 - PREVIOUS INSPECTION NOTES *** NOTES ADDED BY LMILLER 8/28/2024 11:14:24 AM *** Check all highlighted details on plans (detrails were not completed properly, check all and complete per plan details) per FBC 107.3. 8/26/2024 - PREVIOUS INSPECTION NOTES 8/23/2024 - PREVIOUS INSPECTION NOTES 08-23-2024 Drawings are ripped and dirty. Please provide a clean set of approved drawings for all inspections. 08-26-2024 1. S4.0 BM3 not per plan. Flitch plate needs to be continuous. 2. GE01-D2 front gable not per plan. 3. Lanai framing, (ridge, jack rafters), no anchors or details. 4. Roof sheathing is approved. Contractor can continue with shingles at own risk. 2.
ROOF SHEATHING / BRACES/TIES/DOWN CELL	08/28/2024	Disapproved -FEE REQUIRED	LMILLER
Note: *** NOTES ADDED BY LMILLER 8/28/2024 11:14:24 AM *** Check all highlighted details on plans (detrails were not completed properly, check all and complete per plan details) per FBC 107.3. 8/26/2024 - PREVIOUS INSPECTION NOTES 8/23/2024 - PREVIOUS INSPECTION NOTES 08-23-2024 Drawings are ripped and dirty. Please provide a clean set of approved drawings for all inspections. 08-26-2024 1. S4.0 BM3 not per plan. Flitch plate needs to be continuous. 2. GE01-D2 front gable not per plan. 3. Lanai framing, (ridge, jack rafters), no anchors or details. 4. Roof sheathing is approved. Contractor can continue with shingles at own risk. 2.
WALL SHEATHING	08/27/2024	APPROVED	KSANDOE
ROOF SHEATHING / BRACES/TIES/DOWN CELL	08/26/2024	Disapproved -FEE REQUIRED	AGAETANO
Note: 8/23/2024 - PREVIOUS INSPECTION NOTES 08-23-2024 Drawings are ripped and dirty. Please provide a clean set of approved drawings for all inspections. 08-26-2024 1. S4.0 BM3 not per plan. Flitch plate needs to be continuous. 2. GE01-D2 front gable not per plan. 3. Lanai framing, (ridge, jack rafters), no anchors or details. 4. Roof sheathing is approved. Contractor can continue with shingles at own risk. 2.
ROOF SHEATHING / BRACES/TIES/DOWN CELL	08/23/2024	Disapproved - NO FEE	AGAETANO
Note: 08-23-2024 Drawings are ripped and dirty. Please provide a clean set of approved drawings for all inspections.
ROOF VALLEY & METAL	08/16/2024	APPROVED	BTAYLOR
ELECTRIC-TUG	08/15/2024	APPROVED	RMARTIN
TUB SET	08/15/2024	APPROVED	MGIBSON
Note: Inspector Notes from Inspection 2060 ADDRESS NEEDS TO POSTED FOR ''911'' PURPOSES
ROOF SHEATHING	08/12/2024	APPROVED	BTAYLOR
TIE BEAM / LINTEL	07/31/2024	APPROVED	KSANDOE
FOUND SURVEY APPROVED (OFFICE)	07/26/2024	APPROVED	TBAKER
MONOLITHIC SLAB	07/12/2024	APPROVED	KSANDOE
PLUMBING 1ST ROUGH UNDERGROUND	07/10/2024	APPROVED - AS NOTED	MGIBSON
Note: ADDRESS NEEDS TO POSTED FOR ''911'' PURPOSES
GEOTECHNICAL REPORT APPROVAL (OFFICE USE)	06/25/2024	APPROVED	JMUNSON
WATER METER INSTALLATION REQUEST	05/01/2024	APPROVED	CBOWERMASTER

Review History

Department	Status	Date In	Date Out
MECH	COMPLETE	12/09/2024	12/11/2024
Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM
BLD	COMPLETE	08/15/2024	08/19/2024
Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM
ENGIN1	COMPLETE	07/25/2024	07/26/2024
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM
ENGIN1	COMPLETE	07/25/2024	07/26/2024
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM
ZON	COMPLETE	07/25/2024	07/25/2024
Note: Released By: LIBBY RAYBURN - - LRAYBURN@PALMCOASTGOV.COM
ENGIN1	HOLD	07/03/2024	07/10/2024
Note: Held By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM Formboard survey is unacceptable as foundation survey. Please submit foundation survey showing location, dimensions and elevation of finished concrete foundation/slab.
ZON	COMPLETE	07/03/2024	07/03/2024
Note: Released By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM
BADMIN	INFORMATION	07/03/2024	07/03/2024
Note: Marked INFORMATION By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM We do not except form board surveys
BADMIN	INFORMATION	07/03/2024	07/03/2024
Note: Marked INFORMATION By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM we do not except foam board surveys
BLD	COMPLETE	06/21/2024	06/25/2024
Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM Held By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM Held By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM Held By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM Letter must be accompanied by a signed and sealed inspection and certification letter by the geotechnical engineer of record. Engineer’s letter to confirm the following: Site clearing / over excavation was completed and inspected by engineer prior to the placement of fill and engineer confirms clearing and over excavation work is acceptable. Engineer to confirm fill materials were suitable and within specifications. Engineer to confirm the required number and location of field density tests were completed. Engineer to include certification statement in accordance with Florida Administrative Code 61G15-18.011 (4) Field dentisty Test Must be digiutally signed and sealed. (Third request)
ENGIN1	HOLD	06/21/2024	06/21/2024
Note: Held By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM Formboard survey is unacceptable as foundation survey.
ZON	COMPLETE	06/21/2024	06/21/2024
Note: Released By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM
BLD	HOLD	06/14/2024	06/14/2024
Note: Held By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM Held By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM Held By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM Letter must be accompanied by a signed and sealed inspection and certification letter by the geotechnical engineer of record. Engineer’s letter to confirm the following: Site clearing / over excavation was completed and inspected by engineer prior to the placement of fill and engineer confirms clearing and over excavation work is acceptable. Engineer to confirm fill materials were suitable and within specifications. Engineer to confirm the required number and location of field density tests were completed. Engineer to include certification statement in accordance with Florida Administrative Code 61G15-18.011 (4) Field dentisty Test Must be digiutally signed and sealed. (Third request)
BLD	HOLD	06/10/2024	06/14/2024
Note: Held By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM Held By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM Letter must be accompanied by a signed and sealed inspection and certification letter by the geotechnical engineer of record. Engineer’s letter to confirm the following: Site clearing / over excavation was completed and inspected by engineer prior to the placement of fill and engineer confirms clearing and over excavation work is acceptable. Engineer to confirm fill materials were suitable and within specifications. Engineer to confirm the required number and location of field density tests were completed. Engineer to include certification statement in accordance with Florida Administrative Code 61G15-18.011 (4) Field dentisty Test Must be digiutally signed and sealed. (Third request)
BLD	HOLD	06/04/2024	06/10/2024
Note: Held By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM Letter must be accompanied by a signed and sealed inspection and certification letter by the geotechnical engineer of record. Engineer’s letter to confirm the following: Site clearing / over excavation was completed and inspected by engineer prior to the placement of fill and engineer confirms clearing and over excavation work is acceptable. Engineer to confirm fill materials were suitable and within specifications. Engineer to confirm the required number and location of field density tests were completed. Engineer to include certification statement in accordance with Florida Administrative Code 61G15-18.011 (4) Field dentisty Test Must be digiutally signed and sealed. (Second request)
BLD	HOLD	05/02/2024	05/06/2024
Note: Held By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM Letter must be accompanied by a signed and sealed inspection and certification letter by the geotechnical engineer of record. Engineer’s letter to confirm the following: Site clearing / over excavation was completed and inspected by engineer prior to the placement of fill and engineer confirms clearing and over excavation work is acceptable. Engineer to confirm fill materials were suitable and within specifications. Engineer to confirm the required number and location of field density tests were completed. Engineer to include certification statement in accordance with Florida Administrative Code 61G15-18.011 (4) Field dentisty Test Must be digiutally signed and sealed.
ZON	COMPLETE	04/01/2024	04/01/2024
Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM
MECH	COMPLETE	04/01/2024	04/04/2024
Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM
ENGIN1	COMPLETE	04/01/2024	04/01/2024
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM
SW1	COMPLETE	04/01/2024	04/01/2024
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM
BADMIN	COMPLETE	03/19/2024	03/25/2024
Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM
BLD	COMPLETE	03/19/2024	03/21/2024
Note: Released By: JPI
CUSVC	COMPLETE	03/19/2024	03/19/2024
Note: Released By: HALEIGH HAND - - HHAND@PALMCOASTGOV.COM
ELEC	COMPLETE	03/19/2024	03/25/2024
Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM
ENGIN1	COMPLETE	03/19/2024	03/19/2024
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM
GAS	CANCEL	03/19/2024	03/22/2024
LOCATE	COMPLETE	03/19/2024	03/21/2024
Note: Released By: TONI CHURCHILL - - TCHURCHILL@PALMCOASTGOV.COM
MECH	HOLD	03/19/2024	03/22/2024
Note: Held By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM 1. Direction house faces on Energy Calcs does not match the site plan. Revise to match per R405.4.2.1 FBC Energy Conservation 2023 8Th Edition 2. Design location on heatload needs to be Daytona Beach
SW1	COMPLETE	03/19/2024	03/19/2024
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM
ZON	HOLD	03/19/2024	03/21/2024
Note: Held By: LIBBY MUSGROVE - (386)986-3780 - LMUSGROVE@PALMCOASTGOV.COM walkway width must be provided on siteplan
SWALE	COMPLETE	03/19/2024	06/04/2024
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
REINSPECTION RESIDENTIAL	¤40.00	12/12/2024
REINSPECTION RESIDENTIAL	¤40.00	12/12/2024
REINSPECTION RESIDENTIAL	¤40.00	12/12/2024
SW ENG - INSPECTION 20	¤20.00	12/12/2024
SW ENG - INSPECTION 20	¤20.00	12/12/2024
SW ENG - INSPECTION 20	¤20.00	12/12/2024
SW ENG - INSPECTION 20	¤20.00	12/12/2024
SW ENG INSPECTION 80	¤80.00	04/10/2024
SW ENG PRE APRON	¤30.00	04/10/2024
SW ENG - REVIEW 20	¤20.00	04/10/2024
SW ENG RES REVIEW 200	¤200.00	04/10/2024
SEWER CREDIT	(¤850.00)	04/10/2024
SEWER INSPECTION	¤25.00	04/10/2024
SEWER CAPITAL FACILITY	¤5,441.03	04/10/2024
WATER CAPITAL FACILITY FEE	¤3,994.51	04/10/2024
SITE PLAN 30	¤30.00	04/10/2024
CONNECTION FEES	¤1,187.26	04/10/2024
FC IMPACT FEE EMS	¤62.00	04/10/2024
IMPACT FEE FIRE	¤428.09	04/10/2024
FC IMPACT FEE LAW ENFORCEMENT	¤218.00	04/10/2024
FC IMPACT FEE LIBRARY	¤268.00	04/10/2024
IMPACT FEE PARKS	¤1,800.99	04/10/2024
IMPACT FEE SCHOOL	¤5,450.00	04/10/2024
IMPACT FEE TRANSPORTATION	¤1,862.00	04/10/2024
WATER -IRRIGATION INSPECTION	¤25.00	04/10/2024
SURCHARGE FS 533.721	¤5.14	04/10/2024
SURCHARGE - FS 468.631	¤7.72	04/10/2024
SW ENG - FOUNDATION SURVEY	¤20.00	04/10/2024
WATER- TURN ON	¤25.00	04/10/2024
ADJUSTMENT 50%	(¤514.50)	04/10/2024
ADMINISTRATIVE RESIDENTIAL	¤30.00	04/10/2024
INSPECTION - RESIDENTIAL	¤778.25	04/10/2024
PLAN REVIEW - RESIDENTIAL	¤220.74	04/10/2024
Fees	Total Due: ¤0.00	Total Paid: ¤21,044.23