I want to search for...

Business Name

Contractor Name

Contractor Type

Status

Date From

Search

By Permit Number

By Address

By Contractor

By Date Range

By Permit Type

By Parcel Number

By COED

Date From

Date To

Date To Search

Status

Permit Type

Date From

Date To

Date To Search

Permit Type

Date From

Date To

Date To Search

Permit Type

Search

By Permit Number

By Address

Permit #2023010646

Permit Details

Status: COED

Parcel Id: 07-11-31-7028-00140-0230
CONDITIONED SPACE: 1298 sqft
GARAGE: 262 sqft
OPENED PORCH (WITH ROOF) : 27 sqft
OPENED PORCH (WITH ROOF) : 50 sqft
CONDITIONED SPACE: 1298 sqft
GARAGE: 262 sqft
OPENED PORCH (WITH ROOF) : 50 sqft
OPENED PORCH (WITH ROOF) : 27 sqft
Total Square Footage: 3274 sqft
Block: 00140
Subdivision: 2199 - SECTION 28-WYNNFIELD
Job Phone: 863-647-5815
Location Address: 43 PONCE DELEON DR
Type: DU - DUPLEX
Issue Date: 02/02/2023
NOC: RECORDED
Applicant name: MARK ALLAN HULBERT
Owner: HULBERT HOMES INC
Address PO BOX 6254 LAKELAND , FL 33807
Lot: 0230
Contracted Stated Job Value: ¤300,000.00
Job Description: Duplex
Type: CN

Contractor

HULBERT HOMES INC

Status	Location Address	State License Number	Phone
INACTIVE	PO BOX 6254 LAKELAND, FL 33813	CRC1331304 (Exp: 08/31/2026)	863-647-5815

Sub Contractors

MOISES MERINO DIAZ

Status	Location Address	State License Number	Phone
ACTIVE	3104 ORANOLE ROAD ORLANDO, FL 32810	CAC1820980 (Exp: 08/31/2026)	407-225-3149

JASON ERIC ARMSTRONG

Status	Location Address	State License Number	Phone	Fax
ACTIVE	3624 DMG DRIVE LAKELAND, FL 33811	CCC1332575 (Exp: 08/31/2026)	863-201-6025	863-583-0408

JOHN EDWARD GAMBONE

Status	Location Address	Mailing Address	State License Number	Phone
ACTIVE	15 HARGROVE LN PALM COAST, FL 32137	1G PALM COAST, FL 32137	EC13006037 (Exp: 08/31/2026)	386-586-9144

ANTONIO VINCENZO DAHM

Status	Location Address	State License Number	Phone
ACTIVE	10 RYBAR LANE PALM COAST, FL 32164	CFC1429951 (Exp: 08/31/2026)	386-237-5692

Inspection History

Type	Request Date	Result	Inspector
U-CROSS CONNECTION	09/28/2023	APPROVED - AS NOTED	LFITZGERALD
Note: Inspector Notes from Inspection 9500 ? both units have PVB for irrigtion but only unitA has irrigation meter-just a fyi that unit A will be paying a monthly service for that meter if not needed since they are irrigating off the potable line
ROW - FINAL INSPECTION	09/27/2023	APPROVED	PFLANAGAN
Note: 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. --------------------------------------------------------------------------- 9/26/2023 - PREVIOUS INSPECTION NOTES NEED TO CLEAN OUT ALL DIRT OUT OF THE CULVERT PIPE ------------------------------------------------------------------------------ 9/22/2023 - PREVIOUS INSPECTION NOTES 9/19/2023 - PREVIOUS INSPECTION NOTES 09/19/23 THERE IS A LOW AREA ON THE LEFT SIDE TOWARDS THE REAR OUTLINED IN WHITE PAINT THAT IS LOW AND HOLDING WATER.. THIS IS ALSO INDICATED ON THE SURVEY AS FLAT AND THEN GIONG 1 TENTH UPHILL. THIS NEEDS TO FLOW FROM THE REAR FORWARD. NEEDS TO BE CORRECTED. CULVERT ENDS NEED TO BE CLEANED OUT. NOT GOING TO FEE YOU TODAY AS I WAS ALREADY HERE FOR THE AFTERPOUR INSPECTION. PLEASE MAKE CORRECTIONS BEFORE RESUBMITTING FOR ROW FINAL.
ROW - FINAL INSPECTION	09/26/2023	Disapproved -FEE REQUIRED	PFLANAGAN
Note: NEED TO CLEAN OUT ALL DIRT OUT OF THE CULVERT PIPE ------------------------------------------------------------------------------ 9/22/2023 - PREVIOUS INSPECTION NOTES 9/19/2023 - PREVIOUS INSPECTION NOTES 09/19/23 THERE IS A LOW AREA ON THE LEFT SIDE TOWARDS THE REAR OUTLINED IN WHITE PAINT THAT IS LOW AND HOLDING WATER.. THIS IS ALSO INDICATED ON THE SURVEY AS FLAT AND THEN GIONG 1 TENTH UPHILL. THIS NEEDS TO FLOW FROM THE REAR FORWARD. NEEDS TO BE CORRECTED. CULVERT ENDS NEED TO BE CLEANED OUT. NOT GOING TO FEE YOU TODAY AS I WAS ALREADY HERE FOR THE AFTERPOUR INSPECTION. PLEASE MAKE CORRECTIONS BEFORE RESUBMITTING FOR ROW FINAL.
ROW - FINAL INSPECTION	09/22/2023	CANCELLED BY APPLICANT	FSLADISH
Note: 9/19/2023 - PREVIOUS INSPECTION NOTES 09/19/23 THERE IS A LOW AREA ON THE LEFT SIDE TOWARDS THE REAR OUTLINED IN WHITE PAINT THAT IS LOW AND HOLDING WATER.. THIS IS ALSO INDICATED ON THE SURVEY AS FLAT AND THEN GIONG 1 TENTH UPHILL. THIS NEEDS TO FLOW FROM THE REAR FORWARD. NEEDS TO BE CORRECTED. CULVERT ENDS NEED TO BE CLEANED OUT. NOT GOING TO FEE YOU TODAY AS I WAS ALREADY HERE FOR THE AFTERPOUR INSPECTION. PLEASE MAKE CORRECTIONS BEFORE RESUBMITTING FOR ROW FINAL.
ROW FIELD SURVEY /GRADING CERTIFICATION	09/19/2023	APPROVED	PFLANAGAN
Note: 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. --------------------------------------------------------------------------------- 7/10/2023 - PREVIOUS INSPECTION NOTES 7/10/23= BOTH SIDES NEED TO SHOW POSITEVE FALL RIGHT SIDE AND LEFT SIDE YOU NEED TO SUBMIT A NEW SURVEY SHOING POSITIVE FALL TO THE FRONT. The tolerance alongside lot lines is no more than 20 feet flat, with positive fall on each side. Positive fall is considered to be 0.10 feet in 20 feet. The minimum fall from the rear property line to the front is 0.50 feet. 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)
ROW - FINAL INSPECTION	09/19/2023	Disapproved - NO FEE	FSLADISH
Note: 09/19/23 THERE IS A LOW AREA ON THE LEFT SIDE TOWARDS THE REAR OUTLINED IN WHITE PAINT THAT IS LOW AND HOLDING WATER.. THIS IS ALSO INDICATED ON THE SURVEY AS FLAT AND THEN GIONG 1 TENTH UPHILL. THIS NEEDS TO FLOW FROM THE REAR FORWARD. NEEDS TO BE CORRECTED. CULVERT ENDS NEED TO BE CLEANED OUT. NOT GOING TO FEE YOU TODAY AS I WAS ALREADY HERE FOR THE AFTERPOUR INSPECTION. PLEASE MAKE CORRECTIONS BEFORE RESUBMITTING FOR ROW FINAL.
U -UTILITY RESIDENTIAL FINAL	09/19/2023	APPROVED - AS NOTED	LFITZGERALD
Note: ? both units have PVB for irrigtion but only unitA has irrigation meter-just a fyi that unit A will be paying a monthly service for that meter if not needed since they are irrigating off the potable line
ROW - FINAL APRON (AFTER POUR)	09/19/2023	APPROVED	FSLADISH
Note: 09/19/23 PIPE IS GOOD. CUTS MADE. HOT PATCH COMPLETED. 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.
ROW- FINAL SURVEY/GRADING CERTIFICATION	09/18/2023	APPROVED	PFLANAGAN
Note: 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. ------------------------------------------------------------------------------- 9/1/2023 - PREVIOUS INSPECTION NOTES 9/1/23= No changes in the final survey 1) Sod elevations adjacent to the structure are 4” below the FFE for block and 6” for wood frame structures. (D)D.Florida Building Code, Residential, Chapter 4, R404.1.6 2) Drainage from the structure is to be a 6 inch (5%) minimum slope for the first 10’.(E) E.Florida Building Code, Residential, Chapter 4,R401.3B.Land Development Code Technical Manual, Section 300.01 (A)(1)(C)(6). Please check final survey for the remarks on red. 8/22/2023 - PREVIOUS INSPECTION NOTES 8/22/23= 1) Sod elevations adjacent to the structure are 4” below the FFE for block and 6” for wood frame structures. (D)D.Florida Building Code, Residential, Chapter 4, R404.1.6 2) Drainage from the structure is to be a 6 inch (5%) minimum slope for the first 10’.(E) E.Florida Building Code, Residential, Chapter 4,R401.3B.Land Development Code Technical Manual, Section 300.01 (A)(1)(C)(6). Please check final survey for the remarks on red. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 3) The subject lots drainage must not negatively impact any adjacent property. (B) 8/18/2023 - PREVIOUS INSPECTION NOTES 08/18/23 THERE ARE NO ELEVATION SHOTS ACROSS FRONT PROPERTY LINE, ELEVATIONS MUST BE SHOT AT 20' INTERVALS. THERE ARE NO ELEVATION SHOTS IN THE SWALE TO DETERMINE IF DRAINAGE WILL WORK. THERE ARE NO ELEVATION SHOTS ON THE RIGHT SIDE PROPERTY LINES OR 10' OFFSETS ON RIGHT SIDE AS REQUIRED. I NEED ELEVATION ON THE BACK PATIO .Drainage from the structure is to be a 6 inch (5%) minimum slope for the first 10’.(E).The tolerance along side lot lines is no more than 20 feet flat, with positive fall on each side. Positive fall is considered to be 0.10 feet in 20 feet.Sec 300.01D2 Sec 300.01 D2 The elevations on all adjacent identified (e.g. vacant or improved etc.) properties at a minimum of 20 foot intervals on a 10 foot offset outside the property lines. All undeveloped properties must be properly identified on the site plan and Final Survey. There must be sufficient elevation shots to indicate the intended drainage pattern. 7/26/2023 - PREVIOUS INSPECTION NOTES 7/26/23= ELEVATIONS ON THE BACK YEAR RUNNING FLAT.The tolerance along side lot lines is no more than 20 feet flat, with positive fall on each side. Positive fall is considered to be 0.10 feet in 20 feet. The minimum fall from the rear property line to the front IS 0.50 feet. I NEED ELEVATIONS ON THE FRONT PROPERTY LINEI NEED ELEVATION ON THE BACK PATIO .Drainage from the structure is to be a 6 inch (5%) minimum slope for the first 10’.(E) I NEED ELEVATION ON THE BACK PATIO .Drainage from the structure is to be a 6 inch (5%) minimum slope for the first 10’.(E) LEFT SIDE SWALE IS TOO HIGH STOPING THE FLOW OF THE WATER MATCH EXISTING GRADE 7/10/2023 - PREVIOUS INSPECTION NOTES 7/10/23= BOTH SIDES NEED TO SHOW POSITEVE FALL RIGHT SIDE AND LEFT SIDE YOU NEED TO SUBMIT A NEW SURVEY SHOING POSITIVE FALL TO THE FRONT. The tolerance alongside lot lines is no more than 20 feet flat, with positive fall on each side. Positive fall is considered to be 0.10 feet in 20 feet. The minimum fall from the rear property line to the front is 0.50 feet. 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) 7/5/2023 - PREVIOUS INSPECTION NOTES 07/05/23 NEED TO SHOW POSITIVE DRAINAGE FROM REAR TO FRONT OF PROPERTY NEED TO LIST ALL FFE FOR ADJACENT PROPERTIES. NEED TO SHOW ALL CULVERT ELEVATIONS WITHIN 130 FT OF LOT LINE. _________________________________________________________________________________________________________________________ 6/26/2023 - PREVIOUS INSPECTION NOTES 06/26/23 NEED TO PROVIDE ELEVATION SHOTS ON THE LEFT SIDE INSIDE PROPERTY LINE IN 20' INTERVALS SO WE CAN DETERMINE IF THERE IS POSITIVE DRAINAGE FROM REAR TO FRONT WITHOUT ANY ADVERSE DRAINAGE TO ADJACENT PROPERTY OWNER. SITE PLAN INDICATES INSIDE DRAINAGE, WE DO NOT HAVE ANY SHOTS TO DETERMINE DRAINAGE FLOW. Inspector Notes from Inspection 9270 5/22/23=CORRECTION WERE MADE AT THE TIME OF THE INSPECTION CULVERT PIPE IS GOOD IS READY TO POUR, IF RAIN PLEASE, BUILDER SHOULD DOUBLE CHECK CULVERT ELEVATIONS BEFORE POURING. MAKE SURE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 5/18/2023 - PREVIOUS INSPECTION NOTES 5/18/23 MITER END ON THE RIGHT SIDE NEED TO BE AT 8 FT FROM THE ROAD EDGE NEED TO CHECK THE ELEVATION AGAIN. +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 5/17/2023 - PREVIOUS INSPECTION NOTES CANCELLED BY CM DO TO NOT FORMED ALL THE WAY -------------------------------------------------------------------------- 5/16/2023 - PREVIOUS INSPECTION NOTES NOT READY
BLD - BUILDING FINAL	09/12/2023	FINAL APPROVED	KSANDOE
ROW- FINAL SURVEY/GRADING CERTIFICATION	09/01/2023	Disapproved -FEE REQUIRED	GBERTOLA
Note: 9/1/23= No changes in the final survey 1) Sod elevations adjacent to the structure are 4” below the FFE for block and 6” for wood frame structures. (D)D.Florida Building Code, Residential, Chapter 4, R404.1.6 2) Drainage from the structure is to be a 6 inch (5%) minimum slope for the first 10’.(E) E.Florida Building Code, Residential, Chapter 4,R401.3B.Land Development Code Technical Manual, Section 300.01 (A)(1)(C)(6). Please check final survey for the remarks on red. 8/22/2023 - PREVIOUS INSPECTION NOTES 8/22/23= 1) Sod elevations adjacent to the structure are 4” below the FFE for block and 6” for wood frame structures. (D)D.Florida Building Code, Residential, Chapter 4, R404.1.6 2) Drainage from the structure is to be a 6 inch (5%) minimum slope for the first 10’.(E) E.Florida Building Code, Residential, Chapter 4,R401.3B.Land Development Code Technical Manual, Section 300.01 (A)(1)(C)(6). Please check final survey for the remarks on red. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 3) The subject lots drainage must not negatively impact any adjacent property. (B) 8/18/2023 - PREVIOUS INSPECTION NOTES 08/18/23 THERE ARE NO ELEVATION SHOTS ACROSS FRONT PROPERTY LINE, ELEVATIONS MUST BE SHOT AT 20' INTERVALS. THERE ARE NO ELEVATION SHOTS IN THE SWALE TO DETERMINE IF DRAINAGE WILL WORK. THERE ARE NO ELEVATION SHOTS ON THE RIGHT SIDE PROPERTY LINES OR 10' OFFSETS ON RIGHT SIDE AS REQUIRED. I NEED ELEVATION ON THE BACK PATIO .Drainage from the structure is to be a 6 inch (5%) minimum slope for the first 10’.(E).The tolerance along side lot lines is no more than 20 feet flat, with positive fall on each side. Positive fall is considered to be 0.10 feet in 20 feet.Sec 300.01D2 Sec 300.01 D2 The elevations on all adjacent identified (e.g. vacant or improved etc.) properties at a minimum of 20 foot intervals on a 10 foot offset outside the property lines. All undeveloped properties must be properly identified on the site plan and Final Survey. There must be sufficient elevation shots to indicate the intended drainage pattern. 7/26/2023 - PREVIOUS INSPECTION NOTES 7/26/23= ELEVATIONS ON THE BACK YEAR RUNNING FLAT.The tolerance along side lot lines is no more than 20 feet flat, with positive fall on each side. Positive fall is considered to be 0.10 feet in 20 feet. The minimum fall from the rear property line to the front IS 0.50 feet. I NEED ELEVATIONS ON THE FRONT PROPERTY LINEI NEED ELEVATION ON THE BACK PATIO .Drainage from the structure is to be a 6 inch (5%) minimum slope for the first 10’.(E) I NEED ELEVATION ON THE BACK PATIO .Drainage from the structure is to be a 6 inch (5%) minimum slope for the first 10’.(E) LEFT SIDE SWALE IS TOO HIGH STOPING THE FLOW OF THE WATER MATCH EXISTING GRADE 7/10/2023 - PREVIOUS INSPECTION NOTES 7/10/23= BOTH SIDES NEED TO SHOW POSITEVE FALL RIGHT SIDE AND LEFT SIDE YOU NEED TO SUBMIT A NEW SURVEY SHOING POSITIVE FALL TO THE FRONT. The tolerance alongside lot lines is no more than 20 feet flat, with positive fall on each side. Positive fall is considered to be 0.10 feet in 20 feet. The minimum fall from the rear property line to the front is 0.50 feet. 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) 7/5/2023 - PREVIOUS INSPECTION NOTES 07/05/23 NEED TO SHOW POSITIVE DRAINAGE FROM REAR TO FRONT OF PROPERTY NEED TO LIST ALL FFE FOR ADJACENT PROPERTIES. NEED TO SHOW ALL CULVERT ELEVATIONS WITHIN 130 FT OF LOT LINE. _________________________________________________________________________________________________________________________ 6/26/2023 - PREVIOUS INSPECTION NOTES 06/26/23 NEED TO PROVIDE ELEVATION SHOTS ON THE LEFT SIDE INSIDE PROPERTY LINE IN 20' INTERVALS SO WE CAN DETERMINE IF THERE IS POSITIVE DRAINAGE FROM REAR TO FRONT WITHOUT ANY ADVERSE DRAINAGE TO ADJACENT PROPERTY OWNER. SITE PLAN INDICATES INSIDE DRAINAGE, WE DO NOT HAVE ANY SHOTS TO DETERMINE DRAINAGE FLOW. Inspector Notes from Inspection 9270 5/22/23=CORRECTION WERE MADE AT THE TIME OF THE INSPECTION CULVERT PIPE IS GOOD IS READY TO POUR, IF RAIN PLEASE, BUILDER SHOULD DOUBLE CHECK CULVERT ELEVATIONS BEFORE POURING. MAKE SURE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 5/18/2023 - PREVIOUS INSPECTION NOTES 5/18/23 MITER END ON THE RIGHT SIDE NEED TO BE AT 8 FT FROM THE ROAD EDGE NEED TO CHECK THE ELEVATION AGAIN. +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 5/17/2023 - PREVIOUS INSPECTION NOTES CANCELLED BY CM DO TO NOT FORMED ALL THE WAY -------------------------------------------------------------------------- 5/16/2023 - PREVIOUS INSPECTION NOTES NOT READY
ROW- PROJECT STATUS	08/28/2023	APPROVED	GBERTOLA
Note: THE SWALE ON THE RIGHT IS HIGHER THAN THE RUN ON THE LEFT, CAUSING WATER TO STOP FLOWING. THE FRONT SWALE MUST BE REGRADED AND LOWERED BY THE BUILDER IMMEDIATELY TO ENSURE UNIMPEDED WATER FLOW INTO THE SPILLWAY. PRESENT AT THE MEETING WERE INSPECTOR P. FLANAGAN AND G. BERTOL.A, CM DAVID
ROW- FINAL SURVEY/GRADING CERTIFICATION	08/22/2023	Disapproved - NO FEE	GBERTOLA
Note: 8/22/23= 1) Sod elevations adjacent to the structure are 4” below the FFE for block and 6” for wood frame structures. (D)D.Florida Building Code, Residential, Chapter 4, R404.1.6 2) Drainage from the structure is to be a 6 inch (5%) minimum slope for the first 10’.(E) E.Florida Building Code, Residential, Chapter 4,R401.3B.Land Development Code Technical Manual, Section 300.01 (A)(1)(C)(6). Please check final survey for the remarks on red. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 3) The subject lots drainage must not negatively impact any adjacent property. (B) 8/18/2023 - PREVIOUS INSPECTION NOTES 08/18/23 THERE ARE NO ELEVATION SHOTS ACROSS FRONT PROPERTY LINE, ELEVATIONS MUST BE SHOT AT 20' INTERVALS. THERE ARE NO ELEVATION SHOTS IN THE SWALE TO DETERMINE IF DRAINAGE WILL WORK. THERE ARE NO ELEVATION SHOTS ON THE RIGHT SIDE PROPERTY LINES OR 10' OFFSETS ON RIGHT SIDE AS REQUIRED. I NEED ELEVATION ON THE BACK PATIO .Drainage from the structure is to be a 6 inch (5%) minimum slope for the first 10’.(E).The tolerance along side lot lines is no more than 20 feet flat, with positive fall on each side. Positive fall is considered to be 0.10 feet in 20 feet.Sec 300.01D2 Sec 300.01 D2 The elevations on all adjacent identified (e.g. vacant or improved etc.) properties at a minimum of 20 foot intervals on a 10 foot offset outside the property lines. All undeveloped properties must be properly identified on the site plan and Final Survey. There must be sufficient elevation shots to indicate the intended drainage pattern. 7/26/2023 - PREVIOUS INSPECTION NOTES 7/26/23= ELEVATIONS ON THE BACK YEAR RUNNING FLAT.The tolerance along side lot lines is no more than 20 feet flat, with positive fall on each side. Positive fall is considered to be 0.10 feet in 20 feet. The minimum fall from the rear property line to the front IS 0.50 feet. I NEED ELEVATIONS ON THE FRONT PROPERTY LINEI NEED ELEVATION ON THE BACK PATIO .Drainage from the structure is to be a 6 inch (5%) minimum slope for the first 10’.(E) I NEED ELEVATION ON THE BACK PATIO .Drainage from the structure is to be a 6 inch (5%) minimum slope for the first 10’.(E) LEFT SIDE SWALE IS TOO HIGH STOPING THE FLOW OF THE WATER MATCH EXISTING GRADE 7/10/2023 - PREVIOUS INSPECTION NOTES 7/10/23= BOTH SIDES NEED TO SHOW POSITEVE FALL RIGHT SIDE AND LEFT SIDE YOU NEED TO SUBMIT A NEW SURVEY SHOING POSITIVE FALL TO THE FRONT. The tolerance alongside lot lines is no more than 20 feet flat, with positive fall on each side. Positive fall is considered to be 0.10 feet in 20 feet. The minimum fall from the rear property line to the front is 0.50 feet. 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) 7/5/2023 - PREVIOUS INSPECTION NOTES 07/05/23 NEED TO SHOW POSITIVE DRAINAGE FROM REAR TO FRONT OF PROPERTY NEED TO LIST ALL FFE FOR ADJACENT PROPERTIES. NEED TO SHOW ALL CULVERT ELEVATIONS WITHIN 130 FT OF LOT LINE. _________________________________________________________________________________________________________________________ 6/26/2023 - PREVIOUS INSPECTION NOTES 06/26/23 NEED TO PROVIDE ELEVATION SHOTS ON THE LEFT SIDE INSIDE PROPERTY LINE IN 20' INTERVALS SO WE CAN DETERMINE IF THERE IS POSITIVE DRAINAGE FROM REAR TO FRONT WITHOUT ANY ADVERSE DRAINAGE TO ADJACENT PROPERTY OWNER. SITE PLAN INDICATES INSIDE DRAINAGE, WE DO NOT HAVE ANY SHOTS TO DETERMINE DRAINAGE FLOW. Inspector Notes from Inspection 9270 5/22/23=CORRECTION WERE MADE AT THE TIME OF THE INSPECTION CULVERT PIPE IS GOOD IS READY TO POUR, IF RAIN PLEASE, BUILDER SHOULD DOUBLE CHECK CULVERT ELEVATIONS BEFORE POURING. MAKE SURE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 5/18/2023 - PREVIOUS INSPECTION NOTES 5/18/23 MITER END ON THE RIGHT SIDE NEED TO BE AT 8 FT FROM THE ROAD EDGE NEED TO CHECK THE ELEVATION AGAIN. +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 5/17/2023 - PREVIOUS INSPECTION NOTES CANCELLED BY CM DO TO NOT FORMED ALL THE WAY -------------------------------------------------------------------------- 5/16/2023 - PREVIOUS INSPECTION NOTES NOT READY
FIREWALL FINAL	08/21/2023	APPROVED	KSANDOE
ROW- FINAL SURVEY/GRADING CERTIFICATION	08/18/2023	Disapproved -FEE REQUIRED	FSLADISH
Note: 08/18/23 THERE ARE NO ELEVATION SHOTS ACROSS FRONT PROPERTY LINE, ELEVATIONS MUST BE SHOT AT 20' INTERVALS. THERE ARE NO ELEVATION SHOTS IN THE SWALE TO DETERMINE IF DRAINAGE WILL WORK. THERE ARE NO ELEVATION SHOTS ON THE RIGHT SIDE PROPERTY LINES OR 10' OFFSETS ON RIGHT SIDE AS REQUIRED. I NEED ELEVATION ON THE BACK PATIO .Drainage from the structure is to be a 6 inch (5%) minimum slope for the first 10’.(E).The tolerance along side lot lines is no more than 20 feet flat, with positive fall on each side. Positive fall is considered to be 0.10 feet in 20 feet.Sec 300.01D2 Sec 300.01 D2 The elevations on all adjacent identified (e.g. vacant or improved etc.) properties at a minimum of 20 foot intervals on a 10 foot offset outside the property lines. All undeveloped properties must be properly identified on the site plan and Final Survey. There must be sufficient elevation shots to indicate the intended drainage pattern. Section 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 7/26/2023 - PREVIOUS INSPECTION NOTES 7/26/23= ELEVATIONS ON THE BACK YEAR RUNNING FLAT.The tolerance along side lot lines is no more than 20 feet flat, with positive fall on each side. Positive fall is considered to be 0.10 feet in 20 feet. The minimum fall from the rear property line to the front IS 0.50 feet. I NEED ELEVATIONS ON THE FRONT PROPERTY LINEI NEED ELEVATION ON THE BACK PATIO .Drainage from the structure is to be a 6 inch (5%) minimum slope for the first 10’.(E) I NEED ELEVATION ON THE BACK PATIO .Drainage from the structure is to be a 6 inch (5%) minimum slope for the first 10’.(E) LEFT SIDE SWALE IS TOO HIGH STOPING THE FLOW OF THE WATER MATCH EXISTING GRADE 7/10/2023 - PREVIOUS INSPECTION NOTES 7/10/23= BOTH SIDES NEED TO SHOW POSITEVE FALL RIGHT SIDE AND LEFT SIDE YOU NEED TO SUBMIT A NEW SURVEY SHOING POSITIVE FALL TO THE FRONT. The tolerance alongside lot lines is no more than 20 feet flat, with positive fall on each side. Positive fall is considered to be 0.10 feet in 20 feet. The minimum fall from the rear property line to the front is 0.50 feet. 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) 7/5/2023 - PREVIOUS INSPECTION NOTES 07/05/23 NEED TO SHOW POSITIVE DRAINAGE FROM REAR TO FRONT OF PROPERTY NEED TO LIST ALL FFE FOR ADJACENT PROPERTIES. NEED TO SHOW ALL CULVERT ELEVATIONS WITHIN 130 FT OF LOT LINE. _________________________________________________________________________________________________________________________ 6/26/2023 - PREVIOUS INSPECTION NOTES 06/26/23 NEED TO PROVIDE ELEVATION SHOTS ON THE LEFT SIDE INSIDE PROPERTY LINE IN 20' INTERVALS SO WE CAN DETERMINE IF THERE IS POSITIVE DRAINAGE FROM REAR TO FRONT WITHOUT ANY ADVERSE DRAINAGE TO ADJACENT PROPERTY OWNER. SITE PLAN INDICATES INSIDE DRAINAGE, WE DO NOT HAVE ANY SHOTS TO DETERMINE DRAINAGE FLOW. Inspector Notes from Inspection 9270 5/22/23=CORRECTION WERE MADE AT THE TIME OF THE INSPECTION CULVERT PIPE IS GOOD IS READY TO POUR, IF RAIN PLEASE, BUILDER SHOULD DOUBLE CHECK CULVERT ELEVATIONS BEFORE POURING. MAKE SURE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 5/18/2023 - PREVIOUS INSPECTION NOTES 5/18/23 MITER END ON THE RIGHT SIDE NEED TO BE AT 8 FT FROM THE ROAD EDGE NEED TO CHECK THE ELEVATION AGAIN. +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 5/17/2023 - PREVIOUS INSPECTION NOTES CANCELLED BY CM DO TO NOT FORMED ALL THE WAY -------------------------------------------------------------------------- 5/16/2023 - PREVIOUS INSPECTION NOTES NOT READY
ROW- FINAL SURVEY/GRADING CERTIFICATION	07/26/2023	Disapproved - NO FEE	GBERTOLA
Note: 7/26/23= ELEVATIONS ON THE BACK YEAR RUNNING FLAT.The tolerance along side lot lines is no more than 20 feet flat, with positive fall on each side. Positive fall is considered to be 0.10 feet in 20 feet. The minimum fall from the rear property line to the front IS 0.50 feet. The subject lots drainage must not negatively impact any adjacent property. in the back yard tour to the property line I NEED ELEVATIONS ON THE FRONT PROPERTY LINE The tolerance along side lot lines is no more than 20 feet flat, with positive fall on each side. Positive fall is considered to be 0.10 feet in 20 feet. The minimum fall from the rear property line to the front is 0.50 feet. I NEED ELEVATION ON THE BACK PATIO .Drainage from the structure is to be a 6 inch (5%) minimum slope for the first 10’.(E) LEFT SIDE SWALE IS TOO HIGH STOPING THE FLOW OF THE WATER MATCH EXISTING GRADE 7/10/2023 - PREVIOUS INSPECTION NOTES 7/10/23= BOTH SIDES NEED TO SHOW POSITEVE FALL RIGHT SIDE AND LEFT SIDE YOU NEED TO SUBMIT A NEW SURVEY SHOING POSITIVE FALL TO THE FRONT. The tolerance alongside lot lines is no more than 20 feet flat, with positive fall on each side. Positive fall is considered to be 0.10 feet in 20 feet. The minimum fall from the rear property line to the front is 0.50 feet. 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) 7/5/2023 - PREVIOUS INSPECTION NOTES 07/05/23 NEED TO SHOW POSITIVE DRAINAGE FROM REAR TO FRONT OF PROPERTY NEED TO LIST ALL FFE FOR ADJACENT PROPERTIES. NEED TO SHOW ALL CULVERT ELEVATIONS WITHIN 130 FT OF LOT LINE. _________________________________________________________________________________________________________________________ 6/26/2023 - PREVIOUS INSPECTION NOTES 06/26/23 NEED TO PROVIDE ELEVATION SHOTS ON THE LEFT SIDE INSIDE PROPERTY LINE IN 20' INTERVALS SO WE CAN DETERMINE IF THERE IS POSITIVE DRAINAGE FROM REAR TO FRONT WITHOUT ANY ADVERSE DRAINAGE TO ADJACENT PROPERTY OWNER. SITE PLAN INDICATES INSIDE DRAINAGE, WE DO NOT HAVE ANY SHOTS TO DETERMINE DRAINAGE FLOW. Inspector Notes from Inspection 9270 5/22/23=CORRECTION WERE MADE AT THE TIME OF THE INSPECTION CULVERT PIPE IS GOOD IS READY TO POUR, IF RAIN PLEASE, BUILDER SHOULD DOUBLE CHECK CULVERT ELEVATIONS BEFORE POURING. MAKE SURE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 5/18/2023 - PREVIOUS INSPECTION NOTES 5/18/23 MITER END ON THE RIGHT SIDE NEED TO BE AT 8 FT FROM THE ROAD EDGE NEED TO CHECK THE ELEVATION AGAIN. +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 5/17/2023 - PREVIOUS INSPECTION NOTES CANCELLED BY CM DO TO NOT FORMED ALL THE WAY -------------------------------------------------------------------------- 5/16/2023 - PREVIOUS INSPECTION NOTES NOT READY
ROW- FINAL SURVEY/GRADING CERTIFICATION	07/10/2023	Disapproved -FEE REQUIRED	GBERTOLA
Note: 7/10/23= BOTH SIDES NEED TO SHOW POSITEVE FALL RIGHT SIDE AND LEFT SIDE YOU NEED TO SUBMIT A NEW SURVEY SHOING POSITIVE FALL TO THE FRONT. The tolerance alongside lot lines is no more than 20 feet flat, with positive fall on each side. Positive fall is considered to be 0.10 feet in 20 feet. The minimum fall from the rear property line to the front is 0.50 feet. 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) 7/5/2023 - PREVIOUS INSPECTION NOTES 07/05/23 NEED TO SHOW POSITIVE DRAINAGE FROM REAR TO FRONT OF PROPERTY NEED TO LIST ALL FFE FOR ADJACENT PROPERTIES. NEED TO SHOW ALL CULVERT ELEVATIONS WITHIN 130 FT OF LOT LINE. _________________________________________________________________________________________________________________________ 6/26/2023 - PREVIOUS INSPECTION NOTES 06/26/23 NEED TO PROVIDE ELEVATION SHOTS ON THE LEFT SIDE INSIDE PROPERTY LINE IN 20' INTERVALS SO WE CAN DETERMINE IF THERE IS POSITIVE DRAINAGE FROM REAR TO FRONT WITHOUT ANY ADVERSE DRAINAGE TO ADJACENT PROPERTY OWNER. SITE PLAN INDICATES INSIDE DRAINAGE, WE DO NOT HAVE ANY SHOTS TO DETERMINE DRAINAGE FLOW. Inspector Notes from Inspection 9270 5/22/23=CORRECTION WERE MADE AT THE TIME OF THE INSPECTION CULVERT PIPE IS GOOD IS READY TO POUR, IF RAIN PLEASE, BUILDER SHOULD DOUBLE CHECK CULVERT ELEVATIONS BEFORE POURING. MAKE SURE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 5/18/2023 - PREVIOUS INSPECTION NOTES 5/18/23 MITER END ON THE RIGHT SIDE NEED TO BE AT 8 FT FROM THE ROAD EDGE NEED TO CHECK THE ELEVATION AGAIN. +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 5/17/2023 - PREVIOUS INSPECTION NOTES CANCELLED BY CM DO TO NOT FORMED ALL THE WAY -------------------------------------------------------------------------- 5/16/2023 - PREVIOUS INSPECTION NOTES NOT READY
ROW FIELD SURVEY /GRADING CERTIFICATION	07/10/2023	Disapproved - NO FEE	GBERTOLA
Note: 7/10/23= BOTH SIDES NEED TO SHOW POSITEVE FALL RIGHT SIDE AND LEFT SIDE YOU NEED TO SUBMIT A NEW SURVEY SHOING POSITIVE FALL TO THE FRONT. The tolerance alongside lot lines is no more than 20 feet flat, with positive fall on each side. Positive fall is considered to be 0.10 feet in 20 feet. The minimum fall from the rear property line to the front is 0.50 feet. 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)
ROW- FINAL SURVEY/GRADING CERTIFICATION	07/05/2023	Disapproved - NO FEE	FSLADISH
Note: 07/05/23 NEED TO SHOW POSITIVE DRAINAGE FROM REAR TO FRONT OF PROPERTY NEED TO LIST ALL FFE FOR ADJACENT PROPERTIES. NEED TO SHOW ALL CULVERT ELEVATIONS WITHIN 130 FT OF LOT LINE. Lot must drain. Section 300.01 (A)(1)(C)(6) Section 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) _________________________________________________________________________________________________________________________ 6/26/2023 - PREVIOUS INSPECTION NOTES 06/26/23 NEED TO PROVIDE ELEVATION SHOTS ON THE LEFT SIDE INSIDE PROPERTY LINE IN 20' INTERVALS SO WE CAN DETERMINE IF THERE IS POSITIVE DRAINAGE FROM REAR TO FRONT WITHOUT ANY ADVERSE DRAINAGE TO ADJACENT PROPERTY OWNER. SITE PLAN INDICATES INSIDE DRAINAGE, WE DO NOT HAVE ANY SHOTS TO DETERMINE DRAINAGE FLOW. Inspector Notes from Inspection 9270 5/22/23=CORRECTION WERE MADE AT THE TIME OF THE INSPECTION CULVERT PIPE IS GOOD IS READY TO POUR, IF RAIN PLEASE, BUILDER SHOULD DOUBLE CHECK CULVERT ELEVATIONS BEFORE POURING. MAKE SURE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 5/18/2023 - PREVIOUS INSPECTION NOTES 5/18/23 MITER END ON THE RIGHT SIDE NEED TO BE AT 8 FT FROM THE ROAD EDGE NEED TO CHECK THE ELEVATION AGAIN. +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 5/17/2023 - PREVIOUS INSPECTION NOTES CANCELLED BY CM DO TO NOT FORMED ALL THE WAY -------------------------------------------------------------------------- 5/16/2023 - PREVIOUS INSPECTION NOTES NOT READY
ROW- FINAL SURVEY/GRADING CERTIFICATION	06/26/2023	Disapproved - NO FEE	FSLADISH
Note: 06/26/23 NEED TO PROVIDE ELEVATION SHOTS ON THE LEFT SIDE INSIDE PROPERTY LINE IN 20' INTERVALS SO WE CAN DETERMINE IF THERE IS POSITIVE DRAINAGE FROM REAR TO FRONT WITHOUT ANY ADVERSE DRAINAGE TO ADJACENT PROPERTY OWNER. SITE PLAN INDICATES INSIDE DRAINAGE, WE DO NOT HAVE ANY SHOTS TO DETERMINE DRAINAGE FLOW. Final elevations on a 20’ grid inside property lines. (E) E.Land Development Code Technical Manual, Section 300.01 (D)(3) Inspector Notes from Inspection 9270 5/22/23=CORRECTION WERE MADE AT THE TIME OF THE INSPECTION CULVERT PIPE IS GOOD IS READY TO POUR, IF RAIN PLEASE, BUILDER SHOULD DOUBLE CHECK CULVERT ELEVATIONS BEFORE POURING. MAKE SURE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 5/18/2023 - PREVIOUS INSPECTION NOTES 5/18/23 MITER END ON THE RIGHT SIDE NEED TO BE AT 8 FT FROM THE ROAD EDGE NEED TO CHECK THE ELEVATION AGAIN. +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 5/17/2023 - PREVIOUS INSPECTION NOTES CANCELLED BY CM DO TO NOT FORMED ALL THE WAY -------------------------------------------------------------------------- 5/16/2023 - PREVIOUS INSPECTION NOTES NOT READY
ELECTRIC - EARLY POWER	06/26/2023	APPROVED - AS NOTED	KSANDOE
Note: Emailed FPL @ 1314. Release Power 6/20/2023 - PREVIOUS INSPECTION NOTES Protection for ground. Ground wire needs to be protected Disconnect for AC cannot be behind unit
ELECTRIC - EARLY POWER	06/20/2023	Disapproved - NO FEE	KSANDOE
Note: Protection for ground. Ground wire needs to be protected Disconnect for AC cannot be behind unit
ROW- PRE-APRON (PRE-POUR)	05/22/2023	APPROVED - AS NOTED	GBERTOLA
Note: 5/22/23=CORRECTION WERE MADE AT THE TIME OF THE INSPECTION CULVERT PIPE IS GOOD IS READY TO POUR, IF RAIN PLEASE, BUILDER SHOULD DOUBLE CHECK CULVERT ELEVATIONS BEFORE POURING. MAKE SURE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 5/18/2023 - PREVIOUS INSPECTION NOTES 5/18/23 MITER END ON THE RIGHT SIDE NEED TO BE AT 8 FT FROM THE ROAD EDGE NEED TO CHECK THE ELEVATION AGAIN. +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 5/17/2023 - PREVIOUS INSPECTION NOTES CANCELLED BY CM DO TO NOT FORMED ALL THE WAY -------------------------------------------------------------------------- 5/16/2023 - PREVIOUS INSPECTION NOTES NOT READY
ROW- PRE-APRON (PRE-POUR)	05/18/2023	Disapproved -FEE REQUIRED	GBERTOLA
Note: 5/18/23 MITER END ON THE RIGHT SIDE NEED TO BE AT 8 FT FROM THE ROAD EDGE NEED TO CHECK THE ELEVATION AGAIN. NEED TO HAVE POSITIVE FLOW TO THE FRONT. FROM BOTH SIDE OF THE APRON TO THE DRIVEWAY WATER IS GOING BACKWARD. CULVERT PIPE IS GOOD +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 5/17/2023 - PREVIOUS INSPECTION NOTES CANCELLED BY CM DO TO NOT FORMED ALL THE WAY -------------------------------------------------------------------------- 5/16/2023 - PREVIOUS INSPECTION NOTES NOT READY
ROW- PRE-APRON (PRE-POUR)	05/17/2023	CANCELLED BY APPLICANT	PFLANAGAN
Note: CANCELLED BY CM DO TO NOT FORMED ALL THE WAY -------------------------------------------------------------------------- 5/16/2023 - PREVIOUS INSPECTION NOTES NOT READY
ROW- PRE-APRON (PRE-POUR)	05/16/2023	CANCELLED BY APPLICANT	PFLANAGAN
Note: NOT READY
GRAVITY SEWER TEST	05/08/2023	Disapproved - NO FEE	KSANDOE
Note: Still not holding water 5/5/2023 - PREVIOUS INSPECTION NOTES Not holding water. Test failed 5/4/2023 - PREVIOUS INSPECTION NOTES Trenches flooded. Plumbing not holding water. Unable to see connections
GRAVITY SEWER TEST	05/08/2023	APPROVED	KSANDOE
Note: 5/8/2023 - PREVIOUS INSPECTION NOTES Still not holding water 5/5/2023 - PREVIOUS INSPECTION NOTES Not holding water. Test failed 5/4/2023 - PREVIOUS INSPECTION NOTES Trenches flooded. Plumbing not holding water. Unable to see connections
GRAVITY SEWER TEST	05/05/2023	Disapproved -FEE REQUIRED	KSANDOE
Note: Not holding water. Test failed 5/4/2023 - PREVIOUS INSPECTION NOTES Trenches flooded. Plumbing not holding water. Unable to see connections
U - SEWER TIE IN	05/05/2023	APPROVED	KSANDOE
Note: 5/4/2023 - PREVIOUS INSPECTION NOTES Trenches flooded. Plumbing not holding water. Unable to see connections
U - SEWER TIE IN	05/04/2023	Disapproved - NO FEE	KSANDOE
Note: Trenches flooded. Plumbing not holding water. Unable to see connections
GRAVITY SEWER TEST	05/04/2023	Disapproved - NO FEE	KSANDOE
Note: Trenches flooded. Plumbing not holding water. Unable to see connections
PEP TANK INSTALLATION REQUEST	04/24/2023	APPROVED	CSTONE
Note: 4/19/2023 4:02:21 PM- PREVIOUS INSPECTION NOTES 4/19/2023 Dumpster in the way of tank.
PEP TANK INSTALLATION REQUEST	04/19/2023	Disapproved - NO FEE	TSCHWEERS
Note: 4/19/2023 Dumpster in the way of tank.
INSULATION	04/10/2023	APPROVED	KSANDOE
Note: Inspector Notes from Inspection 2420 Front doors need to be installed. Check at insulation 4/3/2023 - PREVIOUS INSPECTION NOTES not ready for inspection, (afternoon inspection requested and granted) 1. SER not installed 2. Nail plates not installedNEC 300.4 a 1 3. Hot conductors in panel box not phased out. NEC.210.5(C). Inspection Stopped
ALL ROUGH	04/05/2023	APPROVED - AS NOTED	KSANDOE
Note: Front doors need to be installed. Check at insulation 4/3/2023 - PREVIOUS INSPECTION NOTES not ready for inspection, (afternoon inspection requested and granted) 1. SER not installed 2. Nail plates not installedNEC 300.4 a 1 3. Hot conductors in panel box not phased out. NEC.210.5(C). Inspection Stopped
ALL ROUGH	04/03/2023	Disapproved -FEE REQUIRED	LMILLER
Note: not ready for inspection, (afternoon inspection requested and granted) 1. SER not installed 2. Nail plates not installedNEC 300.4 a 1 3. Hot conductors in panel box not phased out. NEC.210.5(C). Inspection Stopped
ALL ROUGH	03/31/2023	CANCELLED BY APPLICANT	WEB
LATH/BRICK/ WATER BARRIER	03/30/2023	APPROVED	KSANDOE
FIREWALL DRYWALL NAILING	03/22/2023	CANCELLED BY INSPECTOR	KSANDOE
ROOF SHEATHING / BRACES/TIES/DOWN CELL	03/21/2023	APPROVED	KSANDOE
Note: 3/15/2023 - PREVIOUS INSPECTION NOTES 3/14/2023 - PREVIOUS INSPECTION NOTES Roof sheathing only passed
ROOF VALLEY & METAL	03/16/2023	APPROVED	BTAYLOR
ROOF SHEATHING / BRACES/TIES/DOWN CELL	03/15/2023	CANCELLED BY APPLICANT	KSANDOE
Note: 3/14/2023 - PREVIOUS INSPECTION NOTES Roof sheathing only passed
ROOF SHEATHING / BRACES/TIES/DOWN CELL	03/14/2023	PARTIALLY APPROVED	KSANDOE
Note: Roof sheathing only passed
WALL SHEATHING	03/10/2023	APPROVED	KSANDOE
ROOF SHEATHING / BRACES/TIES/DOWN CELL	03/10/2023	CANCELLED BY APPLICANT	WEB
FOUND SURVEY APPROVED (OFFICE)	03/08/2023	APPROVED	TBAKER
ELECTRIC TEMP POLE	03/07/2023	APPROVED	JWALKER
TIE BEAM / LINTEL	03/02/2023	APPROVED	KSANDOE
Note: 3/1/2023 - PREVIOUS INSPECTION NOTES Missing dowel, entry, Unit B
TIE BEAM / LINTEL	03/01/2023	Disapproved - NO FEE	KSANDOE
Note: Missing dowel, entry, Unit B
MONOLITHIC SLAB	02/22/2023	APPROVED	KSANDOE
Note: 2/21/2023 - PREVIOUS INSPECTION NOTES Front right side Unit B caved in, steel chairs collapsed Replace chairs, clean out dirt, and ensure 3" minimum clearance for steel.
MONOLITHIC SLAB	02/21/2023	Disapproved - NO FEE	KSANDOE
Note: Front right side Unit B caved in, steel chairs collapsed Replace chairs, clean out dirt, and ensure 3" minimum clearance for steel.
MONOLITHIC SLAB	02/21/2023	CANCELLED BY APPLICANT	WEB
MONOLITHIC SLAB	02/17/2023	CANCELLED BY APPLICANT	WEB
WATER METER INSTALLATION REQUEST	02/16/2023	APPROVED	TSCHWEERS
PLUMBING 1ST ROUGH UNDERGROUND	02/15/2023	APPROVED	MGIBSON
Note: New inspection due to canceled inspection 2/9/2023 - PREVIOUS INSPECTION NOTES WRONG ADDRESS CALLED IN , SHOULD HAVE BEEN 41 PONCE DELEON,
PLUMBING 1ST ROUGH UNDERGROUND	02/10/2023	CANCELLED BY APPLICANT	WEB
Note: 2/9/2023 - PREVIOUS INSPECTION NOTES WRONG ADDRESS CALLED IN , SHOULD HAVE BEEN 41 PONCE DELEON,
PLUMBING 1ST ROUGH UNDERGROUND	02/09/2023	Disapproved - NO FEE	MGIBSON
Note: WRONG ADDRESS CALLED IN , SHOULD HAVE BEEN 41 PONCE DELEON,

Review History

Department	Status	Date In	Date Out
MECH	COMPLETE	07/21/2023	07/24/2023
Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM
MECH	HOLD	07/10/2023	07/11/2023
Note: Held By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM Provide project summary page for Side B
MECH	HOLD	06/30/2023	07/06/2023
Note: Held By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM 1. Energy Calcs need to be signed by the owner/ owner agent below the preparer per R103.1.1.2 FBC Energy Conservation 2020 7Th edition 2. Provide adjacent wall insulation and type on Energy calcs. 3. TMY site on Energy calcs needs to be Daytona Beach
ENGIN1	COMPLETE	03/22/2023	03/22/2023
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM
ZON	COMPLETE	03/22/2023	03/22/2023
Note: Released By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM
BLD	COMPLETE	03/20/2023	03/20/2023
Note: Released By: PATRICK BUCKLEY - (386)986-3786 - PBUCKLEY@PALMCOASTGOV.COM
BLD	COMPLETE	03/20/2023	03/20/2023
Note: Released By: PATRICK BUCKLEY - (386)986-3786 - PBUCKLEY@PALMCOASTGOV.COM
BLD	HOLD	03/14/2023	03/15/2023
Note: Held By: PATRICK BUCKLEY - (386)986-3786 - PBUCKLEY@PALMCOASTGOV.COM Submitted detail does not match actual conditions. Detail shows shaft liner firewall from foundation through a two story home to roof deck of roofs of different height. Actual conditions indicate a one story home with a CMU wall to the ceiling height. Firewall detail would only need to be from top of CMU wall to underside of roof sheathing. Inspector has indicated something entirely different is being constructed in the field. Detail needs to match actual construction.
BLD	HOLD	03/09/2023	03/09/2023
Note: Held By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM 1. Plans need to be digitally signed and sealed.
ENGIN1	COMPLETE	03/08/2023	03/08/2023
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM
ZON	COMPLETE	03/08/2023	03/08/2023
Note: Released By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM
BLD	COMPLETE	02/15/2023	02/22/2023
Note: Released By: HAROLD ALLEN - (386)986-2357 - HALLEN@PALMCOASTGOV.COM
BLD	COMPLETE	01/31/2023	01/31/2023
Note: Released By: HAROLD ALLEN - (386)986-2357 - HALLEN@PALMCOASTGOV.COM
BLD	HOLD	01/24/2023	01/26/2023
Note: Held By: HAROLD ALLEN - (386)986-2357 - HALLEN@PALMCOASTGOV.COM All comments below per the 2020 Florida Building Code PLAN REVIEW COMMENTS: 1. Provide a UL Listed wall between the units. R302.3. 2. Proposed windows are aluminum framed. A revision to the Energy Forms is required to reflect the correct windows that are to be installed.
ZON	COMPLETE	01/24/2023	01/24/2023
Note: Released By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM
MECH	COMPLETE	01/24/2023	01/24/2023
Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM
SW1	COMPLETE	01/24/2023	01/31/2023
Note: Released By: PARREN FLANAGAN - (386)986-2392 - PFLANAGAN@PALMCOASTGOV.COM
ENGIN1	COMPLETE	01/24/2023	01/24/2023
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM
BLD	HOLD	01/13/2023	01/17/2023
Note: Held By: HAROLD ALLEN - (386)986-2357 - HALLEN@PALMCOASTGOV.COM All comments below per the 2020 Florida Building Code PLAN REVIEW COMMENTS: 1. Provide a UL Listed wall between the units. R302.3. 2. Proposed windows are aluminum framed. A revision to the Energy Forms is required to reflect the correct windows that are to be installed.
CUSVC	COMPLETE	01/13/2023	01/19/2023
Note: Released By: LISA ASBILL - - lasbill@palmcoastgov.com
ELEC	COMPLETE	01/13/2023	01/13/2023
Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM
ENGIN1	COMPLETE	01/13/2023	01/13/2023
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM
LOCATE	COMPLETE	01/13/2023	01/19/2023
Note: Released By: CANDACE STONE - - CSTONE@PALMCOASTGOV.COM
MECH	HOLD	01/13/2023	01/17/2023
Note: Held By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM 1. Clarify insulation on block walls. Energy calcs show 11.6. 3/4 inch foam board is R5 typically. Show insulation on plans. 2. Energy calcs need to be signed by the builder.
SW1	HOLD	01/13/2023	01/23/2023
Note: Held By: PARREN FLANAGAN - (386)986-2392 - PFLANAGAN@PALMCOASTGOV.COM NEED TO HAVE PROPOSED SOD ELEVATIONS ON ALL FOUR CORNERS OF THE STRUCTURE TO DETERMIND IF FFE IS THE MINIMUM HEIGHT ABOVE THE SOD ELEVATIONS
ZON	HOLD	01/13/2023	01/17/2023
Note: Held By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM Site plan : Please provide the entire width of the drive way. Leagel information is incorrect. The lot number should be 23
SWALE	COMPLETE	01/13/2023	04/25/2023
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
CONTRACTOR CHANGE	¤20.00	09/28/2023
SW ENG REINSPECTION 20	¤20.00	09/28/2023
SW ENG REINSPECTION 20	¤20.00	09/28/2023
SW ENG REINSPECTION 30	¤30.00	09/28/2023
PLAN REVIEW - REVISION	¤32.50	09/28/2023
PLAN REVIEW - REVISION	¤65.00	09/28/2023
REINSPECTION RESIDENTIAL	¤40.00	09/28/2023
REINSPECTION RESIDENTIAL	¤40.00	09/28/2023
CONNECTION FEES	¤2,332.52	02/02/2023
SW ENG - REVIEW 20	¤20.00	02/02/2023
SW ENG RES REVIEW 200	¤200.00	02/02/2023
TRANS IMPACT FEE ADMIN	¤84.36	02/02/2023
TRANS IMPACT FEE ADMIN	(¤84.36)	02/02/2023
SEWER CREDIT	(¤1,300.00)	02/02/2023
SEWER INSPECTION	¤25.00	02/02/2023
SEWER CAPITAL FACILITY	¤10,689.64	02/02/2023
WATER CAPITAL FACILITY FEE	¤7,847.76	02/02/2023
SITE PLAN 30	¤30.00	02/02/2023
WATER-METER	¤505.39	02/02/2023
WATER- TURN ON	¤25.00	02/02/2023
WATER- TURN ON	¤50.00	02/02/2023
ADJUSTMENT 50%	(¤570.98)	02/02/2023
ADMINISTRATIVE RESIDENTIAL	¤30.00	02/02/2023
INSPECTION - RESIDENTIAL	¤866.25	02/02/2023
PLAN REVIEW - RESIDENTIAL	¤245.70	02/02/2023
PLAN REVIEW - REVISION	¤32.50	02/02/2023
FIRE IMPACT FEE ADMIN	¤25.23	02/02/2023
FIRE IMPACT FEE ADMIN	(¤25.23)	02/02/2023
FC IMPACT FEE EMS	¤124.00	02/02/2023
IMPACT FEE FIRE	¤841.04	02/02/2023
FC IMPACT FEE LAW ENFORCEMENT	¤436.00	02/02/2023
FC IMPACT FEE LIBRARY	¤536.00	02/02/2023
IMPACT FEE PARKS	¤3,538.30	02/02/2023
IMPACT FEE SCHOOL	¤10,900.00	02/02/2023
IMPACT FEE TRANSPORTATION	¤2,812.00	02/02/2023
WATER -IRRIGATION INSPECTION	¤50.00	02/02/2023
WATER -IRRIGATION INSPECTION	¤25.00	02/02/2023
PARKS IMPACT FEE ADMIN	¤106.15	02/02/2023
PARKS IMPACT FEE ADMIN	(¤106.15)	02/02/2023
SURCHARGE FS 533.721	¤3.64	02/02/2023
SURCHARGE - FS 468.631	¤5.47	02/02/2023
SW ENG - FOUNDATION SURVEY	¤20.00	02/02/2023
SW ENG INSPECTION 80	¤80.00	02/02/2023
SW ENG PRE APRON	¤30.00	02/02/2023
Fees	Total Due: ¤0.00	Total Paid: ¤40,697.73