Status: COED

Parcel Id: 07-11-31-7057-00400-0050

CONDITIONED SPACE: 1650 sqft

GARAGE: 396 sqft

OPENED PORCH (WITH ROOF) : 112 sqft

Total Square Footage: 2158 sqft

Block: 00400

Subdivision: -

Job Phone: 202-494-2019

Location Address: 174 UNDERWOOD TRL

Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY

Issue Date: 01/17/2024

NOC: RECORDED

Applicant name: GARY ANDREW FISCHER

Owner: INB BFR FUND 1 LLC

Address 3670 MAGUIRE BOULEVARD ORLANDO, FL 32803

Address SUITE 220 ORLANDO, FL 32803

Lot: 0050

Contracted Stated Job Value: ¤175,000.00

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

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

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

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
ROW - FINAL APRON (AFTER POUR)	07/31/2024	APPROVED - AS NOTED	FSLADISH
Note: 7/31/24 PIPE ELEVATION GOOD. CUTS MADE. CULVERT CLEAN. HOT PATCH/ROAD REPAIR COMPLETED AT THE TIME OF THIS INSPECTION. At the time of the inspection all minimum city requirements were met. It is the builders responsibiliy to ensure that nothing changes after this Inspection is approved. _________________________________________________________________________________________________________________________ 7/30/2024 - PREVIOUS INSPECTION NOTES 7/30/24 THERE ARE STILL PILES OF DIRT, DEBRIS, CONCRETE CHUNKS AND ASSORTED FLOTSAM IN THE DRIVEWAY/SWALE AREA AT THE TIME OF THIS INSPECTION. PHOTO FOR REFERENCE. Inspector Notes from Inspection 9465 7/29/24 UPON WALKING PROPERTY IT APPEARS THAT YOU HAVE REPOURED THE DRIVEWAY APRON. CHECKED ELEVATIONS, THEY ARE WITHIN COPC CULVERT ELEVATION SWALE PLAN DIAGRAM TOLERANCES AT THE TIME OF THIS INSPECTION. YOU WILL NEED TO MAKE A SAWCUT OVER THE CENTER OF THE CULVERT BEFORE ROW FINAL. WALKING PROPERTY DETERMINED DRAINAGE WILL WORK AS INDICATED. APPROVING THIS FIELD SURVEY AS NOTED. Inspector Notes from Inspection 9463 7/29/24 CULVERT ELEVATIONS CORRECTED ON THIS SURVEY WILL CONFIRM DURING FIELD SURVEY. PASSING AS NOTED THAT CULVERT ELEVATIONS ARE NOW WITHIN COPC TOLERANCES. _________________________________________________________________________________________________________________________ _________________________________________________________________________________________________________________________ 7/26/2024 - PREVIOUS INSPECTION NOTES 7/26/24 YOUR CULVERT PIPE ELEVATIONS 22.74-22.66 ARE STILL OUT OF TOLERANCE TO THE SWALE PLAN DIAGRAM ELEVATION OF 22.50. . Culvert Out of Tolerence Swale Plan #1 Swale Plan #1. The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan (unless otherwise approved by the City StormwaterEngineer). The finished swale elevation is with sod in place. IF YOU WOULD LIKE YOU CAN MEET ME ON SITE NEXT WEEK TO RESHOOT THEM AND GO FROM THER. CONTACT ME IF THAT IS THE CASE AND WE CAN FIGURE OUT A TIME AND DATE. Inspector Notes from Inspection 9270 7/19/24 PIPE ELEVATION IS GOOD AT THIS TIME. READY TO REPOUR YOUR APRON. AT THE TIME OF THE INSPECTION CULVERT PIPE IS GOOD IS READY TO POUR, IF RAIN PLEASE, BUILDER SHOULD MAKE SURE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL BEFORE POURING. DOUBLE CHECK CULVERT ELEVATIONS At the time of the inspection all minimum city requirements were met. It is the builders responsibiliy to ensure that nothing changes after this Inspection is approved. This includes but is not limited to, the Culvert Pipe Elevation from the time of the inspection approval to the concrete pour.
ROW - STORMWATER FINAL	07/31/2024	APPROVED - AS NOTED	FSLADISH
Note: 7/31/24 REQUIRED CORRECTIONS MADE AT THE TIME OF THIS INSPECTION. APPROVING AS NOTED. At the time of the inspection all minimum city requirements were met. It is the builders responsibiliy to ensure that nothing changes after this Inspection is approved. __________________________________________________________________________________________________________________________ 7/30/2024 - PREVIOUS INSPECTION NOTES 7/30/24 YOU WILL NEED TO COMPACT, SLOPE AND SOD TO MATCH GRADE AT DRIVEWAY APRON/FRONT SWALE AREA AFTER CLEANING AREA UP. THERE ARE STILL PILES OF DIRT, DEBRIS, CONCRETE CHUNKS AND ASSORTED FLOTSAM IN THE DRIVEWAY/SWALE AREA AT THE TIME OF THIS INSPECTION. PHOTO FOR REFERENCE. __________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9465 7/29/24 UPON WALKING PROPERTY IT APPEARS THAT YOU HAVE REPOURED THE DRIVEWAY APRON. CHECKED ELEVATIONS, THEY ARE WITHIN COPC CULVERT ELEVATION SWALE PLAN DIAGRAM TOLERANCES AT THE TIME OF THIS INSPECTION. YOU WILL NEED TO MAKE A SAWCUT OVER THE CENTER OF THE CULVERT BEFORE ROW FINAL. WALKING PROPERTY DETERMINED DRAINAGE WILL WORK AS INDICATED. APPROVING THIS FIELD SURVEY AS NOTED. Inspector Notes from Inspection 9463 7/29/24 CULVERT ELEVATIONS CORRECTED ON THIS SURVEY WILL CONFIRM DURING FIELD SURVEY. PASSING AS NOTED THAT CULVERT ELEVATIONS ARE NOW WITHIN COPC TOLERANCES. _________________________________________________________________________________________________________________________ _________________________________________________________________________________________________________________________ 7/26/2024 - PREVIOUS INSPECTION NOTES 7/26/24 YOUR CULVERT PIPE ELEVATIONS 22.74-22.66 ARE STILL OUT OF TOLERANCE TO THE SWALE PLAN DIAGRAM ELEVATION OF 22.50. . Culvert Out of Tolerence Swale Plan #1 Swale Plan #1. The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan (unless otherwise approved by the City StormwaterEngineer). The finished swale elevation is with sod in place. IF YOU WOULD LIKE YOU CAN MEET ME ON SITE NEXT WEEK TO RESHOOT THEM AND GO FROM THER. CONTACT ME IF THAT IS THE CASE AND WE CAN FIGURE OUT A TIME AND DATE. Inspector Notes from Inspection 9270 7/19/24 PIPE ELEVATION IS GOOD AT THIS TIME. READY TO REPOUR YOUR APRON. AT THE TIME OF THE INSPECTION CULVERT PIPE IS GOOD IS READY TO POUR, IF RAIN PLEASE, BUILDER SHOULD MAKE SURE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL BEFORE POURING. DOUBLE CHECK CULVERT ELEVATIONS At the time of the inspection all minimum city requirements were met. It is the builders responsibiliy to ensure that nothing changes after this Inspection is approved. This includes but is not limited to, the Culvert Pipe Elevation from the time of the inspection approval to the concrete pour.
U -UTILITY RESIDENTIAL FINAL	07/30/2024	FINAL APPROVED	BWRIGHT
ROW - STORMWATER FINAL	07/30/2024	Disapproved -FEE REQUIRED	FSLADISH
Note: 7/30/24 YOU WILL NEED TO COMPACT, SLOPE AND SOD TO MATCH GRADE AT DRIVEWAY APRON/FRONT SWALE AREA AFTER CLEANING AREA UP. THERE ARE STILL PILES OF DIRT, DEBRIS, CONCRETE CHUNKS AND ASSORTED FLOTSAM IN THE DRIVEWAY/SWALE AREA AT THE TIME OF THIS INSPECTION. PHOTO FOR REFERENCE. __________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9465 7/29/24 UPON WALKING PROPERTY IT APPEARS THAT YOU HAVE REPOURED THE DRIVEWAY APRON. CHECKED ELEVATIONS, THEY ARE WITHIN COPC CULVERT ELEVATION SWALE PLAN DIAGRAM TOLERANCES AT THE TIME OF THIS INSPECTION. YOU WILL NEED TO MAKE A SAWCUT OVER THE CENTER OF THE CULVERT BEFORE ROW FINAL. WALKING PROPERTY DETERMINED DRAINAGE WILL WORK AS INDICATED. APPROVING THIS FIELD SURVEY AS NOTED. Inspector Notes from Inspection 9463 7/29/24 CULVERT ELEVATIONS CORRECTED ON THIS SURVEY WILL CONFIRM DURING FIELD SURVEY. PASSING AS NOTED THAT CULVERT ELEVATIONS ARE NOW WITHIN COPC TOLERANCES. _________________________________________________________________________________________________________________________ _________________________________________________________________________________________________________________________ 7/26/2024 - PREVIOUS INSPECTION NOTES 7/26/24 YOUR CULVERT PIPE ELEVATIONS 22.74-22.66 ARE STILL OUT OF TOLERANCE TO THE SWALE PLAN DIAGRAM ELEVATION OF 22.50. . Culvert Out of Tolerence Swale Plan #1 Swale Plan #1. The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan (unless otherwise approved by the City StormwaterEngineer). The finished swale elevation is with sod in place. IF YOU WOULD LIKE YOU CAN MEET ME ON SITE NEXT WEEK TO RESHOOT THEM AND GO FROM THER. CONTACT ME IF THAT IS THE CASE AND WE CAN FIGURE OUT A TIME AND DATE. Inspector Notes from Inspection 9270 7/19/24 PIPE ELEVATION IS GOOD AT THIS TIME. READY TO REPOUR YOUR APRON. AT THE TIME OF THE INSPECTION CULVERT PIPE IS GOOD IS READY TO POUR, IF RAIN PLEASE, BUILDER SHOULD MAKE SURE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL BEFORE POURING. DOUBLE CHECK CULVERT ELEVATIONS At the time of the inspection all minimum city requirements were met. It is the builders responsibiliy to ensure that nothing changes after this Inspection is approved. This includes but is not limited to, the Culvert Pipe Elevation from the time of the inspection approval to the concrete pour.
ROW - FINAL APRON (AFTER POUR)	07/30/2024	Disapproved -FEE REQUIRED	FSLADISH
Note: 7/30/24 THERE ARE STILL PILES OF DIRT, DEBRIS, CONCRETE CHUNKS AND ASSORTED FLOTSAM IN THE DRIVEWAY/SWALE AREA AT THE TIME OF THIS INSPECTION. PHOTO FOR REFERENCE. Inspector Notes from Inspection 9465 7/29/24 UPON WALKING PROPERTY IT APPEARS THAT YOU HAVE REPOURED THE DRIVEWAY APRON. CHECKED ELEVATIONS, THEY ARE WITHIN COPC CULVERT ELEVATION SWALE PLAN DIAGRAM TOLERANCES AT THE TIME OF THIS INSPECTION. YOU WILL NEED TO MAKE A SAWCUT OVER THE CENTER OF THE CULVERT BEFORE ROW FINAL. WALKING PROPERTY DETERMINED DRAINAGE WILL WORK AS INDICATED. APPROVING THIS FIELD SURVEY AS NOTED. Inspector Notes from Inspection 9463 7/29/24 CULVERT ELEVATIONS CORRECTED ON THIS SURVEY WILL CONFIRM DURING FIELD SURVEY. PASSING AS NOTED THAT CULVERT ELEVATIONS ARE NOW WITHIN COPC TOLERANCES. _________________________________________________________________________________________________________________________ _________________________________________________________________________________________________________________________ 7/26/2024 - PREVIOUS INSPECTION NOTES 7/26/24 YOUR CULVERT PIPE ELEVATIONS 22.74-22.66 ARE STILL OUT OF TOLERANCE TO THE SWALE PLAN DIAGRAM ELEVATION OF 22.50. . Culvert Out of Tolerence Swale Plan #1 Swale Plan #1. The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan (unless otherwise approved by the City StormwaterEngineer). The finished swale elevation is with sod in place. IF YOU WOULD LIKE YOU CAN MEET ME ON SITE NEXT WEEK TO RESHOOT THEM AND GO FROM THER. CONTACT ME IF THAT IS THE CASE AND WE CAN FIGURE OUT A TIME AND DATE. Inspector Notes from Inspection 9270 7/19/24 PIPE ELEVATION IS GOOD AT THIS TIME. READY TO REPOUR YOUR APRON. AT THE TIME OF THE INSPECTION CULVERT PIPE IS GOOD IS READY TO POUR, IF RAIN PLEASE, BUILDER SHOULD MAKE SURE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL BEFORE POURING. DOUBLE CHECK CULVERT ELEVATIONS At the time of the inspection all minimum city requirements were met. It is the builders responsibiliy to ensure that nothing changes after this Inspection is approved. This includes but is not limited to, the Culvert Pipe Elevation from the time of the inspection approval to the concrete pour.
BLD - BUILDING FINAL	07/30/2024	FINAL APPROVED	BTAYLOR
ROW- FINAL SURVEY/GRADING CERTIFICATION	07/29/2024	APPROVED - AS NOTED	FSLADISH
Note: 7/29/24 CULVERT ELEVATIONS CORRECTED ON THIS SURVEY WILL CONFIRM DURING FIELD SURVEY. PASSING AS NOTED THAT CULVERT ELEVATIONS ARE NOW WITHIN COPC TOLERANCES. _________________________________________________________________________________________________________________________ _________________________________________________________________________________________________________________________ 7/26/2024 - PREVIOUS INSPECTION NOTES 7/26/24 YOUR CULVERT PIPE ELEVATIONS 22.74-22.66 ARE STILL OUT OF TOLERANCE TO THE SWALE PLAN DIAGRAM ELEVATION OF 22.50. . Culvert Out of Tolerence Swale Plan #1 Swale Plan #1. The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan (unless otherwise approved by the City StormwaterEngineer). The finished swale elevation is with sod in place. IF YOU WOULD LIKE YOU CAN MEET ME ON SITE NEXT WEEK TO RESHOOT THEM AND GO FROM THER. CONTACT ME IF THAT IS THE CASE AND WE CAN FIGURE OUT A TIME AND DATE. Inspector Notes from Inspection 9270 7/19/24 PIPE ELEVATION IS GOOD AT THIS TIME. READY TO REPOUR YOUR APRON. AT THE TIME OF THE INSPECTION CULVERT PIPE IS GOOD IS READY TO POUR, IF RAIN PLEASE, BUILDER SHOULD MAKE SURE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL BEFORE POURING. DOUBLE CHECK CULVERT ELEVATIONS At the time of the inspection all minimum city requirements were met. It is the builders responsibiliy to ensure that nothing changes after this Inspection is approved. This includes but is not limited to, the Culvert Pipe Elevation from the time of the inspection approval to the concrete pour.
ROW FIELD SURVEY /GRADING CERTIFICATION	07/29/2024	APPROVED - AS NOTED	FSLADISH
Note: 7/29/24 UPON WALKING PROPERTY IT APPEARS THAT YOU HAVE REPOURED THE DRIVEWAY APRON. CHECKED ELEVATIONS, THEY ARE WITHIN COPC CULVERT ELEVATION SWALE PLAN DIAGRAM TOLERANCES AT THE TIME OF THIS INSPECTION. YOU WILL NEED TO MAKE A SAWCUT OVER THE CENTER OF THE CULVERT BEFORE ROW FINAL. WALKING PROPERTY DETERMINED DRAINAGE WILL WORK AS INDICATED. APPROVING THIS FIELD SURVEY AS NOTED. Inspector Notes from Inspection 9463 7/29/24 CULVERT ELEVATIONS CORRECTED ON THIS SURVEY WILL CONFIRM DURING FIELD SURVEY. PASSING AS NOTED THAT CULVERT ELEVATIONS ARE NOW WITHIN COPC TOLERANCES. _________________________________________________________________________________________________________________________ _________________________________________________________________________________________________________________________ 7/26/2024 - PREVIOUS INSPECTION NOTES 7/26/24 YOUR CULVERT PIPE ELEVATIONS 22.74-22.66 ARE STILL OUT OF TOLERANCE TO THE SWALE PLAN DIAGRAM ELEVATION OF 22.50. . Culvert Out of Tolerence Swale Plan #1 Swale Plan #1. The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan (unless otherwise approved by the City StormwaterEngineer). The finished swale elevation is with sod in place. IF YOU WOULD LIKE YOU CAN MEET ME ON SITE NEXT WEEK TO RESHOOT THEM AND GO FROM THER. CONTACT ME IF THAT IS THE CASE AND WE CAN FIGURE OUT A TIME AND DATE. Inspector Notes from Inspection 9270 7/19/24 PIPE ELEVATION IS GOOD AT THIS TIME. READY TO REPOUR YOUR APRON. AT THE TIME OF THE INSPECTION CULVERT PIPE IS GOOD IS READY TO POUR, IF RAIN PLEASE, BUILDER SHOULD MAKE SURE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL BEFORE POURING. DOUBLE CHECK CULVERT ELEVATIONS At the time of the inspection all minimum city requirements were met. It is the builders responsibiliy to ensure that nothing changes after this Inspection is approved. This includes but is not limited to, the Culvert Pipe Elevation from the time of the inspection approval to the concrete pour.
ROW- FINAL SURVEY/GRADING CERTIFICATION	07/26/2024	Disapproved - NO FEE	FSLADISH
Note: 7/26/24 YOUR CULVERT PIPE ELEVATIONS 22.74-22.66 ARE STILL OUT OF TOLERANCE TO THE SWALE PLAN DIAGRAM ELEVATION OF 22.50. . Culvert Out of Tolerence Swale Plan #1 Swale Plan #1. The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan (unless otherwise approved by the City StormwaterEngineer). The finished swale elevation is with sod in place. IF YOU WOULD LIKE YOU CAN MEET ME ON SITE NEXT WEEK TO RESHOOT THEM AND GO FROM THER. CONTACT ME IF THAT IS THE CASE AND WE CAN FIGURE OUT A TIME AND DATE. Inspector Notes from Inspection 9270 7/19/24 PIPE ELEVATION IS GOOD AT THIS TIME. READY TO REPOUR YOUR APRON. AT THE TIME OF THE INSPECTION CULVERT PIPE IS GOOD IS READY TO POUR, IF RAIN PLEASE, BUILDER SHOULD MAKE SURE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL BEFORE POURING. DOUBLE CHECK CULVERT ELEVATIONS At the time of the inspection all minimum city requirements were met. It is the builders responsibiliy to ensure that nothing changes after this Inspection is approved. This includes but is not limited to, the Culvert Pipe Elevation from the time of the inspection approval to the concrete pour.
U-CROSS CONNECTION	07/19/2024	APPROVED	BWRIGHT
ROW- PRE-APRON (PRE-POUR)	07/19/2024	APPROVED - AS NOTED	FSLADISH
Note: 7/19/24 PIPE ELEVATION IS GOOD AT THIS TIME. READY TO REPOUR YOUR APRON. AT THE TIME OF THE INSPECTION CULVERT PIPE IS GOOD IS READY TO POUR, IF RAIN PLEASE, BUILDER SHOULD MAKE SURE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL BEFORE POURING. DOUBLE CHECK CULVERT ELEVATIONS At the time of the inspection all minimum city requirements were met. It is the builders responsibiliy to ensure that nothing changes after this Inspection is approved. This includes but is not limited to, the Culvert Pipe Elevation from the time of the inspection approval to the concrete pour.
ROW- FINAL SURVEY/GRADING CERTIFICATION	07/10/2024	Disapproved - NO FEE	FSLADISH
Note: 7/10/24 YOUR CULVERT PIPE INVERT ELEVATIONS (22.70 & 22.75) ARE OUT OF TOLERANCE TO THE SWALE PLAN ELEVATION OF 22.50. Swale must flow in the right direction Sec. 300.01.c1 Sec. 300.01 c1The tolerance on the final swale elevations, compared to the Swale Plan, is plus or minus a tenth of a foot and must demonstrate positive fall in the direction described in the swale plan. ON THE LEFT SIDE UPSHIRE PATH ROADSIDE SWALE YOU ARE SHOWING A SPOT (22.90) 2 TENTHS HIGHER THAN THE UPSTREAM ELEVATIONS FROM IT (22.70) WHICH IS ALSO SHOWING FLAT AT (22.70) FOR 60'. Roadside swale. Sec.300.01 C1 Sec.300.01 C1 "The tolerance on the final swale elevations, compared to the Swale Plan, is plus or minus 0.10 feet and must demonstrate a positive fall in the direction described in the swale plan. Sec.300.01 C1" Roadside swale. Sec.300.01 C2 Sec.300.01 C2 "The tolerance on individual shots along the as-built flow line of the swale (depressions or high spots) is plus or minus 0.10 feet.Sec.300.01 C2"
ROW- PRE-APRON (PRE-POUR)	06/21/2024	APPROVED	PFLANAGAN
Note: CORRECTION MADE IT'S YOUR RESPONSIBILITY TO CHECK THE CULVERT ELEVATIONS BEFORE POURING CONCRETE. ALL CONCRETE NEEDS TO BE A MINIMUM OF 3000PSI WITH FIBER OR WITH METAL MESH IN THE CONCRETE TO MEET ALL CITY'S STANDARDS. At the time of the inspection all minimum city requirements were met. It is the builders and the homowners responsibility to ensure that nothing changes after this Inspection is approved. It will not be on the city if any changes after this inspection. ------------------------------------------------------------------------------ 6/18/2024 - PREVIOUS INSPECTION NOTES THE MITER END FOOTERS NEED TO BE A MINIMUM OF 6"X6". PLEASE SEE DRAWING IN TECH. MANUAL #300.E FOR DIAGRAM OF FOOTERS
ROW- PRE-APRON (PRE-POUR)	06/18/2024	Disapproved -FEE REQUIRED	PFLANAGAN
Note: THE MITER END FOOTERS NEED TO BE A MINIMUM OF 6"X6". PLEASE SEE DRAWING IN TECH. MANUAL #300.E FOR DIAGRAM OF FOOTERS
ELECTRIC - EARLY POWER	05/30/2024	APPROVED - AS NOTED	BTAYLOR
Note: Inspector Notes from Inspection 2200 4-23-24 1. Emailed FPL at 12:58. 5-30-24 1. Emailed FPL at 1:57.
LATH/BRICK/ WATER BARRIER	05/06/2024	APPROVED	BTAYLOR
INSULATION	05/06/2024	APPROVED	BTAYLOR
ALL ROUGH	05/01/2024	APPROVED	BTAYLOR
ALL ROUGH	04/30/2024	CANCELLED BY APPLICANT	WEB
WALL SHEATHING	04/29/2024	APPROVED	BTAYLOR
ROOF SHEATHING / BRACES/TIES/DOWN CELL	04/29/2024	APPROVED	BTAYLOR
ROOF VALLEY & METAL	04/29/2024	APPROVED	BTAYLOR
FOUND SURVEY APPROVED (OFFICE)	04/26/2024	APPROVED	TBAKER
ELECTRIC-TUG	04/23/2024	APPROVED - AS NOTED	BTAYLOR
Note: 4-23-24 1. Emailed FPL at 12:58.
GRAVITY SEWER TEST	04/18/2024	APPROVED	MGIBSON
SEWER TIE IN	04/18/2024	APPROVED	MGIBSON
TIE BEAM / LINTEL	04/01/2024	APPROVED	BTAYLOR
MONOLITHIC SLAB	03/15/2024	Disapproved - NO FEE	BTAYLOR
Note: 3-15-24 1. No bug cert. in box.
MONOLITHIC SLAB	03/15/2024	APPROVED	BTAYLOR
Note: 3/15/2024 - PREVIOUS INSPECTION NOTES 3-15-24 1. No bug cert. in box.
PLUMBING 1ST ROUGH UNDERGROUND	03/08/2024	APPROVED	BTAYLOR
WATER METER INSTALLATION REQUEST	02/27/2024	APPROVED	CBOWERMASTER

Review History

Department	Status	Date In	Date Out
BADMIN	INFORMATION	07/09/2024	07/09/2024
Note: Marked INFORMATION By: MICHELLE RAMOS - (386)986-3780 - MRAMOS@PALMCOASTGOV.COM This is not a final.
ENGIN1	COMPLETE	04/25/2024	04/26/2024
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM
ZON	COMPLETE	04/25/2024	04/25/2024
Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM
ENGIN1	HOLD	03/11/2024	03/11/2024
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	03/11/2024	03/11/2024
Note: Released By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM
BLD	COMPLETE	02/07/2024	02/09/2024
Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM
BLD	COMPLETE	12/21/2023	12/21/2023
Note: Released By: JPI
CUSVC	COMPLETE	12/21/2023	12/27/2023
Note: Released By: CYNTHIA SCHWEERS - - CSCHWEERS@PALMCOASSTGOV.COM
ELEC	COMPLETE	12/21/2023	12/22/2023
Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM
ENGIN1	COMPLETE	12/21/2023	12/21/2023
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM
GAS	CANCEL	12/21/2023	12/29/2023
LOCATE	COMPLETE	12/21/2023	12/22/2023
Note: Released By: TONI CHURCHILL - - TCHURCHILL@PALMCOASTGOV.COM
MECH	COMPLETE	12/21/2023	01/02/2024
Note: Released By: PATRICK BUCKLEY - (386)986-3786 - PBUCKLEY@PALMCOASTGOV.COM
SW1	COMPLETE	12/21/2023	12/21/2023
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM
ZON	COMPLETE	12/21/2023	12/22/2023
Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM
BADMIN	COMPLETE	12/21/2023	12/22/2023
Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM
SWALE	COMPLETE	12/21/2023	02/08/2024
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
SW ENG REINSPECTION 20	¤20.00	07/30/2024
SW ENG REINSPECTION 20	¤20.00	07/30/2024
SW ENG REINSPECTION 30	¤30.00	07/18/2024
SW ENG - REVIEW 20	¤20.00	01/17/2024
SW ENG RES REVIEW 200	¤200.00	01/17/2024
SEWER CREDIT	(¤850.00)	01/17/2024
SEWER INSPECTION	¤25.00	01/17/2024
SEWER CAPITAL FACILITY	¤5,441.03	01/17/2024
WATER CAPITAL FACILITY FEE	¤3,994.51	01/17/2024
SITE PLAN 30	¤30.00	01/17/2024
WATER- TURN ON	¤25.00	01/17/2024
ADJUSTMENT 50%	(¤555.09)	01/17/2024
ADMINISTRATIVE RESIDENTIAL	¤30.00	01/17/2024
INSPECTION - RESIDENTIAL	¤841.50	01/17/2024
PLAN REVIEW - RESIDENTIAL	¤238.68	01/17/2024
CONNECTION FEES	¤1,187.26	01/17/2024
FC IMPACT FEE EMS	¤62.00	01/17/2024
IMPACT FEE FIRE	¤428.09	01/17/2024
FC IMPACT FEE LAW ENFORCEMENT	¤218.00	01/17/2024
FC IMPACT FEE LIBRARY	¤268.00	01/17/2024
IMPACT FEE PARKS	¤1,800.99	01/17/2024
IMPACT FEE SCHOOL	¤5,450.00	01/17/2024
IMPACT FEE TRANSPORTATION	¤1,812.00	01/17/2024
WATER -IRRIGATION INSPECTION	¤25.00	01/17/2024
SURCHARGE FS 533.721	¤3.16	01/17/2024
SURCHARGE - FS 468.631	¤4.75	01/17/2024
SW ENG - FOUNDATION SURVEY	¤20.00	01/17/2024
SW ENG INSPECTION 80	¤80.00	01/17/2024
SW ENG PRE APRON	¤30.00	01/17/2024
Fees	Total Due: ¤0.00	Total Paid: ¤20,899.88