Status: COED

Parcel Id: 07-11-31-7058-00630-0060

GARAGE: 622 sqft

CONDITIONED SPACE: 1611 sqft

OPENED PORCH (WITH ROOF) : 210 sqft

OPENED PORCH (WITH ROOF) : 52 sqft

Total Square Footage: 2495 sqft

Block: 00630

Subdivision: 2215 - SECTION 58-SEMINOLE PARK

Job Phone: 386-931-5935

Location Address: 4 SELKIRK PL

Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY

Issue Date: 06/26/2023

NOC: RECORDED

Applicant name: RYAN JAMES PERRY

Owner: SPANO ELAINE & ROBERT H&W

Address 36 THOMPSON AVE WHITE PLAINS, NY 10603

Lot: 0060

Contracted Stated Job Value: ¤330,000.00

Job Description: SINGLE FAMILY RESIDENCE

Type: CN

Contractor

WATERSIDE HOMES RENOVATIONS AND DESIGNS INC

Status	Location Address	State License Number	Phone
ACTIVE	10 BISCAYNE DRIVE PALM COAST, FL 32137	CBC1263021 (Exp: 08/31/2026)	386-931-5395

Sub Contractors

RYAN JAMES PERRY

Status	Location Address	State License Number	Phone
ACTIVE	10 BISCAYNE DRIVE PALM COAST, FL 32137	CBC1263021 (Exp: 08/31/2026)	386-931-5395

DILLON CARRERAS

Status	Location Address	State License Number
ACTIVE	3504 LUNDY ROAD PALATKA, FL 32177	EC13010133 (Exp: 08/31/2026)

GARY LLOYD SHEFFIELD

Status	Location Address	State License Number	Phone
ACTIVE	PO BOX 912 PALM COAST, FL 32164	CAC1820539 (Exp: 08/31/2026)	386-264-0550

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	06/26/2024	Approval - Private Provider	PPROVIDER
BLD - BUILDING FINAL	06/18/2024	Approval - Private Provider	PPROVIDER
BLD - BUILDING FINAL	06/12/2024	Approval - Private Provider	PPROVIDER
U -UTILITY RESIDENTIAL FINAL	06/07/2024	FINAL APPROVED	LFITZGERALD
Note: New inspection due to canceled inspection 6/4/2024 - PREVIOUS INSPECTION NOTES *** NOTES ADDED BY DHANEY 6/4/2024 9:20:12 AM *** Need sewer clean out located . Inspector Notes from Inspection 9035 No irrigation, no cross connections.
U -UTILITY RESIDENTIAL FINAL	06/05/2024	CANCELLED BY APPLICANT	WEB
Note: 6/4/2024 - PREVIOUS INSPECTION NOTES *** NOTES ADDED BY DHANEY 6/4/2024 9:20:12 AM *** Need sewer clean out located . Inspector Notes from Inspection 9035 No irrigation, no cross connections.
ROW - FINAL APRON (AFTER POUR)	06/04/2024	APPROVED - AS NOTED	FSLADISH
Note: 6/4/24 PIPE ELEVATION IS GOOD. CUTS MADE. CULVERTS CLEAR. HOT PATCH COMPLETED AT THE TIME OF THIS INSPECTION. __________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9465 6/3/24 UPON WALKING THE PROPERTY DETERMINED DRAINAGE WILL WORK. 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. _________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9463 6/3/24 REVISED SITE PLAN SUBMITTED, FINAL SURVEY PASSING AS NOTED. _________________________________________________________________________________________________________________________ 5/29/2024 - PREVIOUS INSPECTION NOTES AS STATED FROM LAST TWO INSPECTIONS YOU NEED TO HAVE NEW SITE PLAN THAT SHOWS THE DRAINAGE WITH THE POOL ON THE SITE PLAN. ------------------------------------------------------------------------------------- 5/21/2024 - PREVIOUS INSPECTION NOTES 5/21/24 AFTER CONFERRING WIT GABE IT HAS BEEN DETERMINED YOU WILL NEED TO SUBMIT A REVISED SITE PLAN SHOWING THE POOL AND THE NEW DRAINAGE PATTERN CONFORMING TO COPC DRAINAGE STANDARS.. YOU CAN NOT USE YOUR OLD SITE PLAN AS THE POOL WAS NOT INCLUDED BUT IS CURRENTLY THERE AND AFFECTS THE DRAINAGE PATTERN. DRAINAGE IS REQUIRED TO SHED FROM THE BACK YARD TO THE FRONT SWALE . IT CURRENTLY SHOWS THE DRAINAGE NEGATIVELY AFFECTING THE ADJOINING PROPERTY IN THE REAR 15 Negatively impact Sec 300.01 (A)(1)(C)(6) Sec 300.01 (A)(1)(C)(6). The subject lots drainage must not negatively impact any adjacent property. (B) 8 Rear yard will be drained Sec 300.01 Section 300.01.Identify how the rear yard will be drained. The rear yard is required to drain to the front yard swale, unless the Topographic Survey/Lot Grading Plan demonstrates a rear yard drainage system with an appropriate outfall. Flooding or draining onto adjacent properties will not be allowed. 14 Lot must drain. Sec 300.01 (A)(1)(C)(6) Sec 300.01 (A)(1)(C)(6). Unless specifically stated the subject lot must drain from back to front or a portion may be drained to an adjacent City drainage feature. (B) . 5/6/2024 - PREVIOUS INSPECTION NOTES *** NOTES ADDED BY FSLADISH 5/6/2024 7:37:51 AM *** 5/6/24 Your site plan did not indicate a pool, with the addition of the pool on your final survey your rear drainage off of the pool deck in the rear all flows back towards the adjoing rear property, negatively affecting them. Your drainage must go from the rear to the front swale as indicated in your site plan. Inspector Notes from Inspection 9270 2/20/24 READY TO POUR AT THE TIME OF THIS INSPECTION. PIPE IS GOOD. 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 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL BEFORE POURING. 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	06/04/2024	APPROVED - AS NOTED	FSLADISH
Note: 6/4/24 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. _________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9465 6/3/24 UPON WALKING THE PROPERTY DETERMINED DRAINAGE WILL WORK. 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. _________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9463 6/3/24 REVISED SITE PLAN SUBMITTED, FINAL SURVEY PASSING AS NOTED. _________________________________________________________________________________________________________________________ 5/29/2024 - PREVIOUS INSPECTION NOTES AS STATED FROM LAST TWO INSPECTIONS YOU NEED TO HAVE NEW SITE PLAN THAT SHOWS THE DRAINAGE WITH THE POOL ON THE SITE PLAN. ------------------------------------------------------------------------------------- 5/21/2024 - PREVIOUS INSPECTION NOTES 5/21/24 AFTER CONFERRING WIT GABE IT HAS BEEN DETERMINED YOU WILL NEED TO SUBMIT A REVISED SITE PLAN SHOWING THE POOL AND THE NEW DRAINAGE PATTERN CONFORMING TO COPC DRAINAGE STANDARS.. YOU CAN NOT USE YOUR OLD SITE PLAN AS THE POOL WAS NOT INCLUDED BUT IS CURRENTLY THERE AND AFFECTS THE DRAINAGE PATTERN. DRAINAGE IS REQUIRED TO SHED FROM THE BACK YARD TO THE FRONT SWALE . IT CURRENTLY SHOWS THE DRAINAGE NEGATIVELY AFFECTING THE ADJOINING PROPERTY IN THE REAR 15 Negatively impact Sec 300.01 (A)(1)(C)(6) Sec 300.01 (A)(1)(C)(6). The subject lots drainage must not negatively impact any adjacent property. (B) 8 Rear yard will be drained Sec 300.01 Section 300.01.Identify how the rear yard will be drained. The rear yard is required to drain to the front yard swale, unless the Topographic Survey/Lot Grading Plan demonstrates a rear yard drainage system with an appropriate outfall. Flooding or draining onto adjacent properties will not be allowed. 14 Lot must drain. Sec 300.01 (A)(1)(C)(6) Sec 300.01 (A)(1)(C)(6). Unless specifically stated the subject lot must drain from back to front or a portion may be drained to an adjacent City drainage feature. (B) . 5/6/2024 - PREVIOUS INSPECTION NOTES *** NOTES ADDED BY FSLADISH 5/6/2024 7:37:51 AM *** 5/6/24 Your site plan did not indicate a pool, with the addition of the pool on your final survey your rear drainage off of the pool deck in the rear all flows back towards the adjoing rear property, negatively affecting them. Your drainage must go from the rear to the front swale as indicated in your site plan. Inspector Notes from Inspection 9270 2/20/24 READY TO POUR AT THE TIME OF THIS INSPECTION. PIPE IS GOOD. 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 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL BEFORE POURING. 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	06/04/2024	Disapproved - NO FEE	DHANEY
Note: *** NOTES ADDED BY DHANEY 6/4/2024 9:20:12 AM *** Need sewer clean out located . Inspector Notes from Inspection 9035 No irrigation, no cross connections.
ROW- FINAL SURVEY/GRADING CERTIFICATION	06/03/2024	APPROVED - AS NOTED	FSLADISH
Note: 6/3/24 REVISED SITE PLAN SUBMITTED, FINAL SURVEY PASSING AS NOTED. _________________________________________________________________________________________________________________________ 5/29/2024 - PREVIOUS INSPECTION NOTES AS STATED FROM LAST TWO INSPECTIONS YOU NEED TO HAVE NEW SITE PLAN THAT SHOWS THE DRAINAGE WITH THE POOL ON THE SITE PLAN. ------------------------------------------------------------------------------------- 5/21/2024 - PREVIOUS INSPECTION NOTES 5/21/24 AFTER CONFERRING WIT GABE IT HAS BEEN DETERMINED YOU WILL NEED TO SUBMIT A REVISED SITE PLAN SHOWING THE POOL AND THE NEW DRAINAGE PATTERN CONFORMING TO COPC DRAINAGE STANDARS.. YOU CAN NOT USE YOUR OLD SITE PLAN AS THE POOL WAS NOT INCLUDED BUT IS CURRENTLY THERE AND AFFECTS THE DRAINAGE PATTERN. DRAINAGE IS REQUIRED TO SHED FROM THE BACK YARD TO THE FRONT SWALE . IT CURRENTLY SHOWS THE DRAINAGE NEGATIVELY AFFECTING THE ADJOINING PROPERTY IN THE REAR 15 Negatively impact Sec 300.01 (A)(1)(C)(6) Sec 300.01 (A)(1)(C)(6). The subject lots drainage must not negatively impact any adjacent property. (B) 8 Rear yard will be drained Sec 300.01 Section 300.01.Identify how the rear yard will be drained. The rear yard is required to drain to the front yard swale, unless the Topographic Survey/Lot Grading Plan demonstrates a rear yard drainage system with an appropriate outfall. Flooding or draining onto adjacent properties will not be allowed. 14 Lot must drain. Sec 300.01 (A)(1)(C)(6) Sec 300.01 (A)(1)(C)(6). Unless specifically stated the subject lot must drain from back to front or a portion may be drained to an adjacent City drainage feature. (B) . 5/6/2024 - PREVIOUS INSPECTION NOTES *** NOTES ADDED BY FSLADISH 5/6/2024 7:37:51 AM *** 5/6/24 Your site plan did not indicate a pool, with the addition of the pool on your final survey your rear drainage off of the pool deck in the rear all flows back towards the adjoing rear property, negatively affecting them. Your drainage must go from the rear to the front swale as indicated in your site plan. Inspector Notes from Inspection 9270 2/20/24 READY TO POUR AT THE TIME OF THIS INSPECTION. PIPE IS GOOD. 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 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL BEFORE POURING. 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	06/03/2024	APPROVED - AS NOTED	FSLADISH
Note: 6/3/24 UPON WALKING THE PROPERTY DETERMINED DRAINAGE WILL WORK. 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. _________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9463 6/3/24 REVISED SITE PLAN SUBMITTED, FINAL SURVEY PASSING AS NOTED. _________________________________________________________________________________________________________________________ 5/29/2024 - PREVIOUS INSPECTION NOTES AS STATED FROM LAST TWO INSPECTIONS YOU NEED TO HAVE NEW SITE PLAN THAT SHOWS THE DRAINAGE WITH THE POOL ON THE SITE PLAN. ------------------------------------------------------------------------------------- 5/21/2024 - PREVIOUS INSPECTION NOTES 5/21/24 AFTER CONFERRING WIT GABE IT HAS BEEN DETERMINED YOU WILL NEED TO SUBMIT A REVISED SITE PLAN SHOWING THE POOL AND THE NEW DRAINAGE PATTERN CONFORMING TO COPC DRAINAGE STANDARS.. YOU CAN NOT USE YOUR OLD SITE PLAN AS THE POOL WAS NOT INCLUDED BUT IS CURRENTLY THERE AND AFFECTS THE DRAINAGE PATTERN. DRAINAGE IS REQUIRED TO SHED FROM THE BACK YARD TO THE FRONT SWALE . IT CURRENTLY SHOWS THE DRAINAGE NEGATIVELY AFFECTING THE ADJOINING PROPERTY IN THE REAR 15 Negatively impact Sec 300.01 (A)(1)(C)(6) Sec 300.01 (A)(1)(C)(6). The subject lots drainage must not negatively impact any adjacent property. (B) 8 Rear yard will be drained Sec 300.01 Section 300.01.Identify how the rear yard will be drained. The rear yard is required to drain to the front yard swale, unless the Topographic Survey/Lot Grading Plan demonstrates a rear yard drainage system with an appropriate outfall. Flooding or draining onto adjacent properties will not be allowed. 14 Lot must drain. Sec 300.01 (A)(1)(C)(6) Sec 300.01 (A)(1)(C)(6). Unless specifically stated the subject lot must drain from back to front or a portion may be drained to an adjacent City drainage feature. (B) . 5/6/2024 - PREVIOUS INSPECTION NOTES *** NOTES ADDED BY FSLADISH 5/6/2024 7:37:51 AM *** 5/6/24 Your site plan did not indicate a pool, with the addition of the pool on your final survey your rear drainage off of the pool deck in the rear all flows back towards the adjoing rear property, negatively affecting them. Your drainage must go from the rear to the front swale as indicated in your site plan. Inspector Notes from Inspection 9270 2/20/24 READY TO POUR AT THE TIME OF THIS INSPECTION. PIPE IS GOOD. 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 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL BEFORE POURING. 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	05/29/2024	Disapproved -FEE REQUIRED	PFLANAGAN
Note: AS STATED FROM LAST TWO INSPECTIONS YOU NEED TO HAVE NEW SITE PLAN THAT SHOWS THE DRAINAGE WITH THE POOL ON THE SITE PLAN. ------------------------------------------------------------------------------------- 5/21/2024 - PREVIOUS INSPECTION NOTES 5/21/24 AFTER CONFERRING WIT GABE IT HAS BEEN DETERMINED YOU WILL NEED TO SUBMIT A REVISED SITE PLAN SHOWING THE POOL AND THE NEW DRAINAGE PATTERN CONFORMING TO COPC DRAINAGE STANDARS.. YOU CAN NOT USE YOUR OLD SITE PLAN AS THE POOL WAS NOT INCLUDED BUT IS CURRENTLY THERE AND AFFECTS THE DRAINAGE PATTERN. DRAINAGE IS REQUIRED TO SHED FROM THE BACK YARD TO THE FRONT SWALE . IT CURRENTLY SHOWS THE DRAINAGE NEGATIVELY AFFECTING THE ADJOINING PROPERTY IN THE REAR 15 Negatively impact Sec 300.01 (A)(1)(C)(6) Sec 300.01 (A)(1)(C)(6). The subject lots drainage must not negatively impact any adjacent property. (B) 8 Rear yard will be drained Sec 300.01 Section 300.01.Identify how the rear yard will be drained. The rear yard is required to drain to the front yard swale, unless the Topographic Survey/Lot Grading Plan demonstrates a rear yard drainage system with an appropriate outfall. Flooding or draining onto adjacent properties will not be allowed. 14 Lot must drain. Sec 300.01 (A)(1)(C)(6) Sec 300.01 (A)(1)(C)(6). Unless specifically stated the subject lot must drain from back to front or a portion may be drained to an adjacent City drainage feature. (B) . 5/6/2024 - PREVIOUS INSPECTION NOTES *** NOTES ADDED BY FSLADISH 5/6/2024 7:37:51 AM *** 5/6/24 Your site plan did not indicate a pool, with the addition of the pool on your final survey your rear drainage off of the pool deck in the rear all flows back towards the adjoing rear property, negatively affecting them. Your drainage must go from the rear to the front swale as indicated in your site plan. Inspector Notes from Inspection 9270 2/20/24 READY TO POUR AT THE TIME OF THIS INSPECTION. PIPE IS GOOD. 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 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL BEFORE POURING. 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	05/21/2024	Disapproved - NO FEE	FSLADISH
Note: 5/21/24 AFTER CONFERRING WIT GABE IT HAS BEEN DETERMINED YOU WILL NEED TO SUBMIT A REVISED SITE PLAN SHOWING THE POOL AND THE NEW DRAINAGE PATTERN CONFORMING TO COPC DRAINAGE STANDARS.. YOU CAN NOT USE YOUR OLD SITE PLAN AS THE POOL WAS NOT INCLUDED BUT IS CURRENTLY THERE AND AFFECTS THE DRAINAGE PATTERN. DRAINAGE IS REQUIRED TO SHED FROM THE BACK YARD TO THE FRONT SWALE . IT CURRENTLY SHOWS THE DRAINAGE NEGATIVELY AFFECTING THE ADJOINING PROPERTY IN THE REAR 15 Negatively impact Sec 300.01 (A)(1)(C)(6) Sec 300.01 (A)(1)(C)(6). The subject lots drainage must not negatively impact any adjacent property. (B) 8 Rear yard will be drained Sec 300.01 Section 300.01.Identify how the rear yard will be drained. The rear yard is required to drain to the front yard swale, unless the Topographic Survey/Lot Grading Plan demonstrates a rear yard drainage system with an appropriate outfall. Flooding or draining onto adjacent properties will not be allowed. 14 Lot must drain. Sec 300.01 (A)(1)(C)(6) Sec 300.01 (A)(1)(C)(6). Unless specifically stated the subject lot must drain from back to front or a portion may be drained to an adjacent City drainage feature. (B) . 5/6/2024 - PREVIOUS INSPECTION NOTES *** NOTES ADDED BY FSLADISH 5/6/2024 7:37:51 AM *** 5/6/24 Your site plan did not indicate a pool, with the addition of the pool on your final survey your rear drainage off of the pool deck in the rear all flows back towards the adjoing rear property, negatively affecting them. Your drainage must go from the rear to the front swale as indicated in your site plan. Inspector Notes from Inspection 9270 2/20/24 READY TO POUR AT THE TIME OF THIS INSPECTION. PIPE IS GOOD. 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 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL BEFORE POURING. 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	05/06/2024	Disapproved - NO FEE	FSLADISH
Note: *** NOTES ADDED BY FSLADISH 5/6/2024 7:37:51 AM *** 5/6/24 Your site plan did not indicate a pool, with the addition of the pool on your final survey your rear drainage off of the pool deck in the rear all flows back towards the adjoing rear property, negatively affecting them. Your drainage must go from the rear to the front swale as indicated in your site plan. Inspector Notes from Inspection 9270 2/20/24 READY TO POUR AT THE TIME OF THIS INSPECTION. PIPE IS GOOD. 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 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL BEFORE POURING. 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.
ELECTRIC - EARLY POWER	03/25/2024	Approval - Private Provider	PPROVIDER
ROW- PRE-APRON (PRE-POUR)	02/20/2024	APPROVED - AS NOTED	FSLADISH
Note: 2/20/24 READY TO POUR AT THE TIME OF THIS INSPECTION. PIPE IS GOOD. 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 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL BEFORE POURING. 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	01/23/2024	APPROVED - AS NOTED	JHARDING
Note: No irrigation, no cross connections.
U - SEWER TIE IN	01/23/2024	APPROVED	MGIBSON
GRAVITY SEWER TEST	01/23/2024	Approval - Private Provider	PPROVIDER
INSULATION	12/15/2023	Approval - Private Provider	PPROVIDER
ALL ROUGH	12/12/2023	Approval - Private Provider	MRAMOS
LATH/BRICK/ WATER BARRIER	12/05/2023	Approval - Private Provider	PPROVIDER
ROOF VALLEY & METAL	11/16/2023	Approval - Private Provider	PPROVIDER
WALL SHEATHING	11/08/2023	Approval - Private Provider	PPROVIDER
TIE DOWN	11/08/2023	Approval - Private Provider	PPROVIDER
ROOF SHEATHING / BRACES/TIES/DOWN CELL	11/08/2023	Approval - Private Provider	PPROVIDER
DOWN CELL	11/08/2023	Approval - Private Provider	PPROVIDER
DOWN CELL	11/07/2023	CANCELLED BY APPLICANT	WEB
ROOF SHEATHING / BRACES/TIES/DOWN CELL	11/07/2023	CANCELLED BY APPLICANT	WEB
WALL SHEATHING	11/07/2023	CANCELLED BY APPLICANT	WEB
ELECTRIC-TUG	10/30/2023	Approval - Private Provider	PPROVIDER
TIE BEAM / LINTEL	09/27/2023	Approval - Private Provider	PPROVIDER
FOUND SURVEY APPROVED (OFFICE)	08/21/2023	APPROVED	TBAKER
MONOLITHIC SLAB	08/16/2023	Approval - Private Provider	PPROVIDER
PLUMBING 1ST ROUGH UNDERGROUND	08/11/2023	Approval - Private Provider	PPROVIDER
Note: 8/10/2023 2:55:03 PM- PREVIOUS INSPECTION NOTES
PLUMBING 1ST ROUGH UNDERGROUND	08/10/2023	Disapproved- Private Provider	PPROVIDER
WATER METER INSTALLATION REQUEST	07/21/2023	APPROVED	CSTONE

Review History

Department	Status	Date In	Date Out
SW1	COMPLETE	06/10/2024	06/11/2024
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM
ENGIN1	COMPLETE	05/29/2024	05/29/2024
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM Hold will remain until final survey inspection is approved.
SW1	HOLD	05/29/2024	05/29/2024
Note: Held By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM Hold will remain until final survey inspection is approved.
ZON	COMPLETE	05/29/2024	05/29/2024
Note: Released By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM
ENGIN1	COMPLETE	08/21/2023	08/21/2023
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM
ZON	COMPLETE	08/21/2023	08/21/2023
Note: Released By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM
BADMIN	INFORMATION	06/28/2023	06/28/2023
Note: Marked INFORMATION By: MICHELLE RAMOS - - MRAMOS@PALMCOASTGOV.COM NOC incorrect. Needs to be State of florida, County of Flagler.
BLD	HOLD	06/05/2023	06/05/2023
Note: Held By: JPI 1. Per City Truss Submittal Requirements dated April 15, 2023, provide the Truss Reactions Summary Sheet for each profile type. For ease of review, please label this file Truss Summary- Profiles or of a similar nomenclature. 107.3.5
BLD	COMPLETE	06/05/2023	06/05/2023
Note: Released By: PATRICK BUCKLEY - (386)986-3786 - PBUCKLEY@PALMCOASTGOV.COM
BLD	HOLD	05/26/2023	05/30/2023
Note: Held By: JPI 1. Per City Truss Submittal Requirements dated April 15, 2023, provide the truss plan packet signed and sealed by a licensed design professional including a shop drawing approval stamp. For ease of review, please label this file Truss Summary- Profiles or Truss Calculations or of a similar nomenclature. 107.3.5
ZON	COMPLETE	05/26/2023	05/26/2023
Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM
SW1	COMPLETE	05/26/2023	06/05/2023
Note: Released By: PARREN FLANAGAN - (386)986-2392 - PFLANAGAN@PALMCOASTGOV.COM
ENGIN1	COMPLETE	05/26/2023	05/30/2023
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM
SWALE	COMPLETE	05/17/2023	07/06/2023
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM
BLD	HOLD	05/16/2023	05/17/2023
Note: Held By: JPI 1. Product 11470 produced no results based on a recent DBPR inquiry. Please cure. 107.2.4 https://www.floridabuilding.org/pr/pr_app_lst.aspx
CUSVC	COMPLETE	05/16/2023	05/19/2023
Note: Released By: HALEIGH HAND - - HHAND@PALMCOASTGOV.COM
ELEC	COMPLETE	05/16/2023	05/22/2023
Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM
ENGIN1	COMPLETE	05/16/2023	05/17/2023
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM
GAS	CANCEL	05/16/2023	05/17/2023
LOCATE	COMPLETE	05/16/2023	05/18/2023
Note: Released By: CANDACE STONE - (386)986-2539 - CSTONE@PALMCOASTGOV.COM
MECH	COMPLETE	05/16/2023	05/17/2023
Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM
SW1	HOLD	05/16/2023	05/23/2023
Note: Held By: PARREN FLANAGAN - (386)986-2392 - PFLANAGAN@PALMCOASTGOV.COM 1) NEED TO HAVE EXISTING ELEVATIONS BEHIND BACK PROPERTY LINE 10' INTO THE IMPROVED LOT 2) WATER IS IMPACTING THE LOT TO THE LEFT OF YOURS
ZON	HOLD	05/16/2023	05/17/2023
Note: Held By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM Site plan shows a paver driveway. Please provide a right of way agreement signed by all owners of the property and notarized. Once electronic copy is approved we will ask for the original to be turned into us to send for recording.
BADMIN	COMPLETE	05/16/2023	05/18/2023
Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM

Fees & Payments

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

Description	Amount Due	Date Paid
WATER-METER	¤505.39	06/26/2023
WATER- TURN ON	¤25.00	06/26/2023
WATER- TURN ON	¤25.00	06/26/2023
ADJUSTMENT 50%	(¤143.70)	06/26/2023
ADMINISTRATIVE RESIDENTIAL	¤30.00	06/26/2023
ADMINISTRATIVE - RESID PP	¤225.00	06/26/2023
PLAN REVIEW - RESIDENTIAL	¤257.40	06/26/2023
CONNECTION FEES	¤1,166.26	06/26/2023
FIRE IMPACT FEE ADMIN	¤12.62	06/26/2023
FIRE IMPACT FEE ADMIN	(¤12.62)	06/26/2023
FC IMPACT FEE EMS	¤62.00	06/26/2023
IMPACT FEE FIRE	¤420.52	06/26/2023
FC IMPACT FEE LAW ENFORCEMENT	¤218.00	06/26/2023
FC IMPACT FEE LIBRARY	¤268.00	06/26/2023
IMPACT FEE PARKS	¤1,769.15	06/26/2023
IMPACT FEE SCHOOL	¤5,450.00	06/26/2023
IMPACT FEE TRANSPORTATION	¤1,812.00	06/26/2023
WATER -IRRIGATION INSPECTION	¤25.00	06/26/2023
WATER -IRRIGATION INSPECTION	¤25.00	06/26/2023
PARKS IMPACT FEE ADMIN	¤53.07	06/26/2023
PARKS IMPACT FEE ADMIN	(¤53.07)	06/26/2023
SURCHARGE FS 533.721	¤3.69	06/26/2023
SURCHARGE - FS 468.631	¤5.53	06/26/2023
SW ENG - FOUNDATION SURVEY	¤20.00	06/26/2023
SW ENG INSPECTION 80	¤80.00	06/26/2023
SW ENG PRE APRON	¤30.00	06/26/2023
SW ENG - REVIEW 20	¤20.00	06/26/2023
SW ENG RES REVIEW 200	¤200.00	06/26/2023
TRANS IMPACT FEE ADMIN	¤54.36	06/26/2023
TRANS IMPACT FEE ADMIN	(¤54.36)	06/26/2023
SEWER CREDIT	(¤1,342.00)	06/26/2023
SEWER INSPECTION	¤25.00	06/26/2023
SEWER CAPITAL FACILITY	¤5,344.82	06/26/2023
WATER CAPITAL FACILITY FEE	¤3,923.88	06/26/2023
SITE PLAN 30	¤30.00	06/26/2023
Fees	Total Due: ¤0.00	Total Paid: ¤20,480.94