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Permit #2022041527
Permit Details
Status: COED
| Parcel Id: 07-11-31-7009-00250-0190 |
| GARAGE: 466 sqft |
| SCREEN PORCH (SOLID ROOF) : 584 sqft |
| OPENED PORCH (WITH ROOF) : 186 sqft |
| CONDITIONED SPACE: 2138 sqft |
| Total Square Footage: 3374 sqft |
| Block: 00250 |
| Subdivision: 2208 - SECTION 9-FLORIDA PARK |
| Job Phone: 774-696-6541 |
| Location Address: 33 FALLON LN |
| Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY |
| Issue Date: 06/28/2022 |
| NOC: RECORDED |
| Applicant name: JOHN DESMOND |
| Owner: 33 FALLON LAND LLC |
|
Address 2582 MAGUIRE RD #411 OCOEE, FL 34761 |
| Lot: 0190 |
| Contracted Stated Job Value: ¤250,000.00 |
| Job Description: SINGLE FAMILY RESIDENCE |
| Type: CN |
Contractor
COMPLETE BUILDERS LLC
| Status | Location Address | State License Number | Phone |
| INACTIVE |
15 CHERRYTREE CT PALM COAST, FL 32137 |
CGC1530956 (Exp: 08/31/2026) | 774-696-6541 |
Sub Contractors
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 |
GARY LLOYD SHEFFIELD
| Status | Location Address | State License Number | Phone |
| ACTIVE |
48 EAGLE LAKES DRIVE FLAGLER BEACH, FL 32136 |
CAC048127 (Exp: 08/31/2026) | 386-597-3280 |
IAN MICHEAL JOHNSON
| Status | Location Address | State License Number | Phone | Fax |
| ACTIVE |
4244 JACKSON STREET PORT ORANGE, FL 32127 |
CCC1325915 (Exp: 08/31/2026) | 386-760-0764 | 386-760-3080 |
JONATHAN M PEARSON
| Status | Location Address | State License Number | Phone | Fax |
| ACTIVE |
209 N FORSYTH ST BUNNELL, FL 32110 |
CFC1425941 (Exp: 08/31/2026) | 386-597-0944 | 386-437-4996 |
Inspection History
| Type | Request Date | Result | Inspector |
| BLD - BUILDING FINAL | 09/18/2023 | FINAL APPROVED | AGAETANO |
| Note: 9/14/2023 - PREVIOUS INSPECTION NOTES Inspector Notes from Inspection 2320 02-13-2023 R319.1 Address identification. Buildings shall be provided with approved address identification. The address identification shall be legible and placed in a position that is visiblen from the street or road fronting the property. Address identification characters shall contrast with their background. Address numbers shall be Arabic numbers or alphabetical letters. Numbers shall not be spelled out. Each character shall be not less than 4 inches (102 mm) in height with a stroke width of not less than 0.5 inch (12.7 mm). Where required by the fire code official, address identification shall be provided in additional approved locations to facilitate emergency response. Where access is by means of a private road and the building address cannot be viewed from the public way, a monument, pole or other sign or means shall be used to identify the structure. Address identification shall be maintained. 09-14-2023 1. Energy calcs do not match. Please submit to the building department and have approved calcs on site for inspection. 2. AC pad clearance not met. 3" required at the grass area. | |||
| BLD - BUILDING FINAL | 09/14/2023 | Disapproved - NO FEE | AGAETANO |
| Note: Inspector Notes from Inspection 2320 02-13-2023 R319.1 Address identification. Buildings shall be provided with approved address identification. The address identification shall be legible and placed in a position that is visiblen from the street or road fronting the property. Address identification characters shall contrast with their background. Address numbers shall be Arabic numbers or alphabetical letters. Numbers shall not be spelled out. Each character shall be not less than 4 inches (102 mm) in height with a stroke width of not less than 0.5 inch (12.7 mm). Where required by the fire code official, address identification shall be provided in additional approved locations to facilitate emergency response. Where access is by means of a private road and the building address cannot be viewed from the public way, a monument, pole or other sign or means shall be used to identify the structure. Address identification shall be maintained. 09-14-2023 1. Energy calcs do not match. Please submit to the building department and have approved calcs on site for inspection. 2. AC pad clearance not met. 3" required at the grass area. | |||
| ROW - FINAL APRON (AFTER POUR) | 09/13/2023 | FINAL APPROVED | EMADISON |
| ROW - STORMWATER FINAL | 09/13/2023 | FINAL APPROVED | EMADISON |
| U -UTILITY RESIDENTIAL FINAL | 09/13/2023 | FINAL APPROVED | DHANEY |
| ROW FIELD SURVEY /GRADING CERTIFICATION | 09/12/2023 | APPROVED | EMADISON |
| Note: ** 09/12/23 NEED TO CLEAN CULVERT ENDS | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 09/12/2023 | APPROVED | EMADISON |
| Note: ** 09/12/23 CORRECTIONS MADE _______________________________________________________________________________________________________________ 9/8/2023 - PREVIOUS INSPECTION NOTES ** 09/08/23 THERE IS NO NEW SUBMITTED FINAL SURVEY FOR INSPECTOR TO REVIEW . __________________________________________________________________________________________________________________ 9/1/2023 - PREVIOUS INSPECTION NOTES ** 09/01/23 NO CHANGES TO FINAL SURVEY FROM PREVIOUS SUBMITTED FINAL SURVEYS * 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)?The subject lots drainage must not negatively impact any adjacent property. (B)?The front property line/right away elevation are to be equal to or greater than the ** Sod elevations adjacent to the structure are 4” below the FFE for block and 6” for wood frame structures. (D)?Drainage from the structure is to be a 6 inch (5%) minimum slope for the first 10’.(E) ** F.F.E. NEEDED FOR ADJACENT IMPROVED PROPERTY IN THE REAR ** ALL F.F.E AND HARDSHOTS NEED TO BE TO THE .01 _________________________________________________________________________________________________________________________ 8/15/2023 - PREVIOUS INSPECTION NOTES ** 08/15/23 NEED TO READ THE INSPECTOR NOTES ________________________________________________________________________________________________________________ 8/3/2023 - PREVIOUS INSPECTION NOTES ** 08/03/23Drainage from the structure is to be a 6 inch (5%) minimum slope for the first 10’.(E) Elevations on all adjacent properties at a minimum of 20-foot intervals, on a 10 foot offset, outside the property lines. (A) Existing interior elevations on a 20’ grid. (E) ** 7/20/2023 - PREVIOUS INSPECTION NOTES ** 07/20/23 ** ADJACENT DRIVEWAY CULVERTS AND DRAINAGE FEATURES: FINAL SURVEY MUST INCLUDE THE INVERTS OF ADJACENT DEVELOPED PROPERTY DRIVEWAY CULVERTS AND ANY OTHER DRAINAGE FEATURE WITHIN 100 FEET OF THE PROPERTY LINES. 7/11/2023 - PREVIOUS INSPECTION NOTES ** 07/11/23 NEED TO READ ALL INSPECTOR NOTES FROM PREVIOUS (2) TWO FINAL SURVEY INSPECTIONS ** NEED TO SUBMIT A NEW FINAL SURVEY WITH ALL REQUIRED CORRECTIONS _______________________________________________________________________________________________________________________ 6/30/2023 - PREVIOUS INSPECTION NOTES 6/30/23=Drainage from the structure is to be a 6 inch (5%) minimum slope for the first 10’.(E) Elevations on all adjacent properties at a minimum of 20-foot intervals, on a 10 foot offset, outside the property lines. (A) Existing interior elevations on a 20’ grid. (E) The front property line/right away elevation are to be equal to or greater than the centerline of the road elevation. (I) NEED TO READ THE PREVIOUS NOTES AND SUBMIT A NEW FINAL SURVEY . ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 6/21/2023 - PREVIOUS INSPECTION NOTES ** 06/01/23 NEED ELEVATION SHOTS ON ALL ADJACENT PROPERTY LINES AT 20 FOOT INTERVALS AND ACROSS SUBJECT LOTS FRONT PROPERTY LINE TO DETERMINE IF EQUAL OR HIGHER THAN THE CENTERLINE OF ROAD ** NEED F.F.E. SHOTS ON ALL ADJACENT PROPERTIES SIDES AND REAR ** ELEVATIONS ON ALL ADJACENT PROPERTIES AT A MINIMUM OF 20 FOOT INTERVALS ON 10 FOOT OFF-SET OUTSIDE THE PROPERTY LINE (LEFT SIDE) ** F.F.E. SHOTS AND ALL OTHER HARD SHOTS NEED TO BE TO THE 100th ** ADJACENT DRIVEWAY CULVERTS AND DRAINAGE FEATURES: FINAL SURVEY MUST INCLUDE THE INVERTS OF ADJACENT DEVELOPED PROPERTY DRIVEWAY CULVERTS AND ANY OTHER DRAINAGE FEATURE WITHIN 100 FEET OF THE PROPERTY LINES. ** SOD ELEVATIONS ADJACENT TO THE STRUCTURE ARE 4 INCHES BELOW F.F.E. FOR FOR CONCRETE BLOCK AND 6 INCHES BELOW FOR WOOD FRAME STRUCTURES NEED TO IDENTIFY TYPE OF STRUCTURE AND ELEVATIONS IN ALL FOUR (4) CORNERS ** THE SUBJECT LOTS DRAINAGE MUST NOT NEGATIVELY IMPACT ANY ADJACENT PROPERTIES (RIGHT SIDE) _____________________________________________________________________________________________________________________ 6/1/2023 - PREVIOUS INSPECTION NOTES ** 06/01/23 NEED ELEVATION SHOTS ON ALL ADJACENT PROPERTY LINES AT 20 FOOT INTERVALS ** CHECK RIGHT SIDE NEED FINAL ELEVATION SHOTS ON A 20 FOOT GRID INSIDE PROPERTY LINE ** ELEVATIONS ON ALL ADJACENT PROPERTIES AT A MINIMUM OF 20 FOOT INTERVALS ON 10 FOOT OFF-SET OUTSIDE THE PROPERTY LINE ** F.F.E. SHOTS AND ALL OTHER HARD SHOTS NEED TO BE TO THE 100th ** ADJACENT DRIVEWAY CULVERTS AND DRAINAGE FEATURES: FINAL SURVEY MUST INCLUDE THE INVERTS OF ADJACENT DEVELOPED PROPERTY DRIVEWAY CULVERTAND ANY OTHER DRAINAGE FEATURE WITHIN 100 FEET OF THE PROPERTY LINES. ** SOD ELEVATIONS ADJACENT TO THE STRUCTURE ARE 4 INCHES BELOW F.F.E. FOR FOR CONCRETE BLOCK AND 6 INCHES BELOW FOR WOOD FRAME STRUCTURES NEED TO IDENTIFY TYPE OF STRUCTURE ** THE SUBJECT LOTS DRAINAGE MUST NOT NEGATIVELY IMPACT ANY ADJACENT PROPERTIES (RIGHT SIDE) | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 09/08/2023 | Disapproved - NO FEE | EMADISON |
| Note: ** 09/08/23 THERE IS NO NEW SUBMITTED FINAL SURVEY FOR INSPECTOR TO REVIEW . __________________________________________________________________________________________________________________ 9/1/2023 - PREVIOUS INSPECTION NOTES ** 09/01/23 NO CHANGES TO FINAL SURVEY FROM PREVIOUS SUBMITTED FINAL SURVEYS * 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)?The subject lots drainage must not negatively impact any adjacent property. (B)?The front property line/right away elevation are to be equal to or greater than the ** Sod elevations adjacent to the structure are 4” below the FFE for block and 6” for wood frame structures. (D)?Drainage from the structure is to be a 6 inch (5%) minimum slope for the first 10’.(E) ** F.F.E. NEEDED FOR ADJACENT IMPROVED PROPERTY IN THE REAR ** ALL F.F.E AND HARDSHOTS NEED TO BE TO THE .01 _________________________________________________________________________________________________________________________ 8/15/2023 - PREVIOUS INSPECTION NOTES ** 08/15/23 NEED TO READ THE INSPECTOR NOTES ________________________________________________________________________________________________________________ 8/3/2023 - PREVIOUS INSPECTION NOTES ** 08/03/23Drainage from the structure is to be a 6 inch (5%) minimum slope for the first 10’.(E) Elevations on all adjacent properties at a minimum of 20-foot intervals, on a 10 foot offset, outside the property lines. (A) Existing interior elevations on a 20’ grid. (E) ** 7/20/2023 - PREVIOUS INSPECTION NOTES ** 07/20/23 ** ADJACENT DRIVEWAY CULVERTS AND DRAINAGE FEATURES: FINAL SURVEY MUST INCLUDE THE INVERTS OF ADJACENT DEVELOPED PROPERTY DRIVEWAY CULVERTS AND ANY OTHER DRAINAGE FEATURE WITHIN 100 FEET OF THE PROPERTY LINES. 7/11/2023 - PREVIOUS INSPECTION NOTES ** 07/11/23 NEED TO READ ALL INSPECTOR NOTES FROM PREVIOUS (2) TWO FINAL SURVEY INSPECTIONS ** NEED TO SUBMIT A NEW FINAL SURVEY WITH ALL REQUIRED CORRECTIONS _______________________________________________________________________________________________________________________ 6/30/2023 - PREVIOUS INSPECTION NOTES 6/30/23=Drainage from the structure is to be a 6 inch (5%) minimum slope for the first 10’.(E) Elevations on all adjacent properties at a minimum of 20-foot intervals, on a 10 foot offset, outside the property lines. (A) Existing interior elevations on a 20’ grid. (E) The front property line/right away elevation are to be equal to or greater than the centerline of the road elevation. (I) NEED TO READ THE PREVIOUS NOTES AND SUBMIT A NEW FINAL SURVEY . ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 6/21/2023 - PREVIOUS INSPECTION NOTES ** 06/01/23 NEED ELEVATION SHOTS ON ALL ADJACENT PROPERTY LINES AT 20 FOOT INTERVALS AND ACROSS SUBJECT LOTS FRONT PROPERTY LINE TO DETERMINE IF EQUAL OR HIGHER THAN THE CENTERLINE OF ROAD ** NEED F.F.E. SHOTS ON ALL ADJACENT PROPERTIES SIDES AND REAR ** ELEVATIONS ON ALL ADJACENT PROPERTIES AT A MINIMUM OF 20 FOOT INTERVALS ON 10 FOOT OFF-SET OUTSIDE THE PROPERTY LINE (LEFT SIDE) ** F.F.E. SHOTS AND ALL OTHER HARD SHOTS NEED TO BE TO THE 100th ** ADJACENT DRIVEWAY CULVERTS AND DRAINAGE FEATURES: FINAL SURVEY MUST INCLUDE THE INVERTS OF ADJACENT DEVELOPED PROPERTY DRIVEWAY CULVERTS AND ANY OTHER DRAINAGE FEATURE WITHIN 100 FEET OF THE PROPERTY LINES. ** SOD ELEVATIONS ADJACENT TO THE STRUCTURE ARE 4 INCHES BELOW F.F.E. FOR FOR CONCRETE BLOCK AND 6 INCHES BELOW FOR WOOD FRAME STRUCTURES NEED TO IDENTIFY TYPE OF STRUCTURE AND ELEVATIONS IN ALL FOUR (4) CORNERS ** THE SUBJECT LOTS DRAINAGE MUST NOT NEGATIVELY IMPACT ANY ADJACENT PROPERTIES (RIGHT SIDE) _____________________________________________________________________________________________________________________ 6/1/2023 - PREVIOUS INSPECTION NOTES ** 06/01/23 NEED ELEVATION SHOTS ON ALL ADJACENT PROPERTY LINES AT 20 FOOT INTERVALS ** CHECK RIGHT SIDE NEED FINAL ELEVATION SHOTS ON A 20 FOOT GRID INSIDE PROPERTY LINE ** ELEVATIONS ON ALL ADJACENT PROPERTIES AT A MINIMUM OF 20 FOOT INTERVALS ON 10 FOOT OFF-SET OUTSIDE THE PROPERTY LINE ** F.F.E. SHOTS AND ALL OTHER HARD SHOTS NEED TO BE TO THE 100th ** ADJACENT DRIVEWAY CULVERTS AND DRAINAGE FEATURES: FINAL SURVEY MUST INCLUDE THE INVERTS OF ADJACENT DEVELOPED PROPERTY DRIVEWAY CULVERTAND ANY OTHER DRAINAGE FEATURE WITHIN 100 FEET OF THE PROPERTY LINES. ** SOD ELEVATIONS ADJACENT TO THE STRUCTURE ARE 4 INCHES BELOW F.F.E. FOR FOR CONCRETE BLOCK AND 6 INCHES BELOW FOR WOOD FRAME STRUCTURES NEED TO IDENTIFY TYPE OF STRUCTURE ** THE SUBJECT LOTS DRAINAGE MUST NOT NEGATIVELY IMPACT ANY ADJACENT PROPERTIES (RIGHT SIDE) | |||
| ROW FIELD SURVEY /GRADING CERTIFICATION | 09/08/2023 | Disapproved - NO FEE | EMADISON |
| Note: ** 09/08/23 NEED TO HAVE A FINAL SURVEY REVIEWED AND APPROVED FOR A FIELD SURVEY INSPECTION _________________________________________________________________________________________________________________ 7/10/2023 - PREVIOUS INSPECTION NOTES ** 07/10/23 FINAL SURVEY MUST BE COMPLETED AND APPROVED BEFORE THE FIELD SURVEY CAN BE SCHEDULED _________________________________________________________________________________________________________________________ 6/1/2023 - PREVIOUS INSPECTION NOTES ** 06/01/23 FINAL SURVEY MUST BE APPROVED BEFORE A FIELD SURVEY INSPECTION CAN BE DONE INSPECTOR WILL CREATE THE FIELD SURVEY ONCE HE APPROVES THE FINAL SURVEY | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 09/01/2023 | Disapproved -FEE REQUIRED | EMADISON |
| Note: ** 09/01/23 NO CHANGES TO FINAL SURVEY FROM PREVIOUS SUBMITTED FINAL SURVEYS * 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)?The subject lots drainage must not negatively impact any adjacent property. (B)?The front property line/right away elevation are to be equal to or greater than the ** Sod elevations adjacent to the structure are 4” below the FFE for block and 6” for wood frame structures. (D)?Drainage from the structure is to be a 6 inch (5%) minimum slope for the first 10’.(E) ** F.F.E. NEEDED FOR ADJACENT IMPROVED PROPERTY IN THE REAR ** ALL F.F.E AND HARDSHOTS NEED TO BE TO THE .01 _________________________________________________________________________________________________________________________ 8/15/2023 - PREVIOUS INSPECTION NOTES ** 08/15/23 NEED TO READ THE INSPECTOR NOTES ________________________________________________________________________________________________________________ 8/3/2023 - PREVIOUS INSPECTION NOTES ** 08/03/23Drainage from the structure is to be a 6 inch (5%) minimum slope for the first 10’.(E) Elevations on all adjacent properties at a minimum of 20-foot intervals, on a 10 foot offset, outside the property lines. (A) Existing interior elevations on a 20’ grid. (E) ** 7/20/2023 - PREVIOUS INSPECTION NOTES ** 07/20/23 ** ADJACENT DRIVEWAY CULVERTS AND DRAINAGE FEATURES: FINAL SURVEY MUST INCLUDE THE INVERTS OF ADJACENT DEVELOPED PROPERTY DRIVEWAY CULVERTS AND ANY OTHER DRAINAGE FEATURE WITHIN 100 FEET OF THE PROPERTY LINES. 7/11/2023 - PREVIOUS INSPECTION NOTES ** 07/11/23 NEED TO READ ALL INSPECTOR NOTES FROM PREVIOUS (2) TWO FINAL SURVEY INSPECTIONS ** NEED TO SUBMIT A NEW FINAL SURVEY WITH ALL REQUIRED CORRECTIONS _______________________________________________________________________________________________________________________ 6/30/2023 - PREVIOUS INSPECTION NOTES 6/30/23=Drainage from the structure is to be a 6 inch (5%) minimum slope for the first 10’.(E) Elevations on all adjacent properties at a minimum of 20-foot intervals, on a 10 foot offset, outside the property lines. (A) Existing interior elevations on a 20’ grid. (E) The front property line/right away elevation are to be equal to or greater than the centerline of the road elevation. (I) NEED TO READ THE PREVIOUS NOTES AND SUBMIT A NEW FINAL SURVEY . ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 6/21/2023 - PREVIOUS INSPECTION NOTES ** 06/01/23 NEED ELEVATION SHOTS ON ALL ADJACENT PROPERTY LINES AT 20 FOOT INTERVALS AND ACROSS SUBJECT LOTS FRONT PROPERTY LINE TO DETERMINE IF EQUAL OR HIGHER THAN THE CENTERLINE OF ROAD ** NEED F.F.E. SHOTS ON ALL ADJACENT PROPERTIES SIDES AND REAR ** ELEVATIONS ON ALL ADJACENT PROPERTIES AT A MINIMUM OF 20 FOOT INTERVALS ON 10 FOOT OFF-SET OUTSIDE THE PROPERTY LINE (LEFT SIDE) ** F.F.E. SHOTS AND ALL OTHER HARD SHOTS NEED TO BE TO THE 100th ** ADJACENT DRIVEWAY CULVERTS AND DRAINAGE FEATURES: FINAL SURVEY MUST INCLUDE THE INVERTS OF ADJACENT DEVELOPED PROPERTY DRIVEWAY CULVERTS AND ANY OTHER DRAINAGE FEATURE WITHIN 100 FEET OF THE PROPERTY LINES. ** SOD ELEVATIONS ADJACENT TO THE STRUCTURE ARE 4 INCHES BELOW F.F.E. FOR FOR CONCRETE BLOCK AND 6 INCHES BELOW FOR WOOD FRAME STRUCTURES NEED TO IDENTIFY TYPE OF STRUCTURE AND ELEVATIONS IN ALL FOUR (4) CORNERS ** THE SUBJECT LOTS DRAINAGE MUST NOT NEGATIVELY IMPACT ANY ADJACENT PROPERTIES (RIGHT SIDE) _____________________________________________________________________________________________________________________ 6/1/2023 - PREVIOUS INSPECTION NOTES ** 06/01/23 NEED ELEVATION SHOTS ON ALL ADJACENT PROPERTY LINES AT 20 FOOT INTERVALS ** CHECK RIGHT SIDE NEED FINAL ELEVATION SHOTS ON A 20 FOOT GRID INSIDE PROPERTY LINE ** ELEVATIONS ON ALL ADJACENT PROPERTIES AT A MINIMUM OF 20 FOOT INTERVALS ON 10 FOOT OFF-SET OUTSIDE THE PROPERTY LINE ** F.F.E. SHOTS AND ALL OTHER HARD SHOTS NEED TO BE TO THE 100th ** ADJACENT DRIVEWAY CULVERTS AND DRAINAGE FEATURES: FINAL SURVEY MUST INCLUDE THE INVERTS OF ADJACENT DEVELOPED PROPERTY DRIVEWAY CULVERTAND ANY OTHER DRAINAGE FEATURE WITHIN 100 FEET OF THE PROPERTY LINES. ** SOD ELEVATIONS ADJACENT TO THE STRUCTURE ARE 4 INCHES BELOW F.F.E. FOR FOR CONCRETE BLOCK AND 6 INCHES BELOW FOR WOOD FRAME STRUCTURES NEED TO IDENTIFY TYPE OF STRUCTURE ** THE SUBJECT LOTS DRAINAGE MUST NOT NEGATIVELY IMPACT ANY ADJACENT PROPERTIES (RIGHT SIDE) | |||
| ROW- PROJECT STATUS | 08/16/2023 | APPROVED | PFLANAGAN |
| Note: MEET ON SITE WITH SURVEYORS, BUILDER AND GRADE GUY NEED TO HAVE FALL OFF THE BACK OF HOUSE | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 08/15/2023 | Disapproved -FEE REQUIRED | EMADISON |
| Note: ** 08/15/23 NEED TO READ THE INSPECTOR NOTES ________________________________________________________________________________________________________________ 8/3/2023 - PREVIOUS INSPECTION NOTES ** 08/03/23Drainage from the structure is to be a 6 inch (5%) minimum slope for the first 10’.(E) Elevations on all adjacent properties at a minimum of 20-foot intervals, on a 10 foot offset, outside the property lines. (A) Existing interior elevations on a 20’ grid. (E) ** 7/20/2023 - PREVIOUS INSPECTION NOTES ** 07/20/23 ** ADJACENT DRIVEWAY CULVERTS AND DRAINAGE FEATURES: FINAL SURVEY MUST INCLUDE THE INVERTS OF ADJACENT DEVELOPED PROPERTY DRIVEWAY CULVERTS AND ANY OTHER DRAINAGE FEATURE WITHIN 100 FEET OF THE PROPERTY LINES. 7/11/2023 - PREVIOUS INSPECTION NOTES ** 07/11/23 NEED TO READ ALL INSPECTOR NOTES FROM PREVIOUS (2) TWO FINAL SURVEY INSPECTIONS ** NEED TO SUBMIT A NEW FINAL SURVEY WITH ALL REQUIRED CORRECTIONS _______________________________________________________________________________________________________________________ 6/30/2023 - PREVIOUS INSPECTION NOTES 6/30/23=Drainage from the structure is to be a 6 inch (5%) minimum slope for the first 10’.(E) Elevations on all adjacent properties at a minimum of 20-foot intervals, on a 10 foot offset, outside the property lines. (A) Existing interior elevations on a 20’ grid. (E) The front property line/right away elevation are to be equal to or greater than the centerline of the road elevation. (I) NEED TO READ THE PREVIOUS NOTES AND SUBMIT A NEW FINAL SURVEY . ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 6/21/2023 - PREVIOUS INSPECTION NOTES ** 06/01/23 NEED ELEVATION SHOTS ON ALL ADJACENT PROPERTY LINES AT 20 FOOT INTERVALS AND ACROSS SUBJECT LOTS FRONT PROPERTY LINE TO DETERMINE IF EQUAL OR HIGHER THAN THE CENTERLINE OF ROAD ** NEED F.F.E. SHOTS ON ALL ADJACENT PROPERTIES SIDES AND REAR ** ELEVATIONS ON ALL ADJACENT PROPERTIES AT A MINIMUM OF 20 FOOT INTERVALS ON 10 FOOT OFF-SET OUTSIDE THE PROPERTY LINE (LEFT SIDE) ** F.F.E. SHOTS AND ALL OTHER HARD SHOTS NEED TO BE TO THE 100th ** ADJACENT DRIVEWAY CULVERTS AND DRAINAGE FEATURES: FINAL SURVEY MUST INCLUDE THE INVERTS OF ADJACENT DEVELOPED PROPERTY DRIVEWAY CULVERTS AND ANY OTHER DRAINAGE FEATURE WITHIN 100 FEET OF THE PROPERTY LINES. ** SOD ELEVATIONS ADJACENT TO THE STRUCTURE ARE 4 INCHES BELOW F.F.E. FOR FOR CONCRETE BLOCK AND 6 INCHES BELOW FOR WOOD FRAME STRUCTURES NEED TO IDENTIFY TYPE OF STRUCTURE AND ELEVATIONS IN ALL FOUR (4) CORNERS ** THE SUBJECT LOTS DRAINAGE MUST NOT NEGATIVELY IMPACT ANY ADJACENT PROPERTIES (RIGHT SIDE) _____________________________________________________________________________________________________________________ 6/1/2023 - PREVIOUS INSPECTION NOTES ** 06/01/23 NEED ELEVATION SHOTS ON ALL ADJACENT PROPERTY LINES AT 20 FOOT INTERVALS ** CHECK RIGHT SIDE NEED FINAL ELEVATION SHOTS ON A 20 FOOT GRID INSIDE PROPERTY LINE ** ELEVATIONS ON ALL ADJACENT PROPERTIES AT A MINIMUM OF 20 FOOT INTERVALS ON 10 FOOT OFF-SET OUTSIDE THE PROPERTY LINE ** F.F.E. SHOTS AND ALL OTHER HARD SHOTS NEED TO BE TO THE 100th ** ADJACENT DRIVEWAY CULVERTS AND DRAINAGE FEATURES: FINAL SURVEY MUST INCLUDE THE INVERTS OF ADJACENT DEVELOPED PROPERTY DRIVEWAY CULVERTAND ANY OTHER DRAINAGE FEATURE WITHIN 100 FEET OF THE PROPERTY LINES. ** SOD ELEVATIONS ADJACENT TO THE STRUCTURE ARE 4 INCHES BELOW F.F.E. FOR FOR CONCRETE BLOCK AND 6 INCHES BELOW FOR WOOD FRAME STRUCTURES NEED TO IDENTIFY TYPE OF STRUCTURE ** THE SUBJECT LOTS DRAINAGE MUST NOT NEGATIVELY IMPACT ANY ADJACENT PROPERTIES (RIGHT SIDE) | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 08/03/2023 | Disapproved -FEE REQUIRED | EMADISON |
| Note: ** 08/03/23Drainage from the structure is to be a 6 inch (5%) minimum slope for the first 10’.(E) Elevations on all adjacent properties at a minimum of 20-foot intervals, on a 10 foot offset, outside the property lines. (A) Existing interior elevations on a 20’ grid. (E) ** 7/20/2023 - PREVIOUS INSPECTION NOTES ** 07/20/23 ** ADJACENT DRIVEWAY CULVERTS AND DRAINAGE FEATURES: FINAL SURVEY MUST INCLUDE THE INVERTS OF ADJACENT DEVELOPED PROPERTY DRIVEWAY CULVERTS AND ANY OTHER DRAINAGE FEATURE WITHIN 100 FEET OF THE PROPERTY LINES. 7/11/2023 - PREVIOUS INSPECTION NOTES ** 07/11/23 NEED TO READ ALL INSPECTOR NOTES FROM PREVIOUS (2) TWO FINAL SURVEY INSPECTIONS ** NEED TO SUBMIT A NEW FINAL SURVEY WITH ALL REQUIRED CORRECTIONS _______________________________________________________________________________________________________________________ 6/30/2023 - PREVIOUS INSPECTION NOTES 6/30/23=Drainage from the structure is to be a 6 inch (5%) minimum slope for the first 10’.(E) Elevations on all adjacent properties at a minimum of 20-foot intervals, on a 10 foot offset, outside the property lines. (A) Existing interior elevations on a 20’ grid. (E) The front property line/right away elevation are to be equal to or greater than the centerline of the road elevation. (I) NEED TO READ THE PREVIOUS NOTES AND SUBMIT A NEW FINAL SURVEY . ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 6/21/2023 - PREVIOUS INSPECTION NOTES ** 06/01/23 NEED ELEVATION SHOTS ON ALL ADJACENT PROPERTY LINES AT 20 FOOT INTERVALS AND ACROSS SUBJECT LOTS FRONT PROPERTY LINE TO DETERMINE IF EQUAL OR HIGHER THAN THE CENTERLINE OF ROAD ** NEED F.F.E. SHOTS ON ALL ADJACENT PROPERTIES SIDES AND REAR ** ELEVATIONS ON ALL ADJACENT PROPERTIES AT A MINIMUM OF 20 FOOT INTERVALS ON 10 FOOT OFF-SET OUTSIDE THE PROPERTY LINE (LEFT SIDE) ** F.F.E. SHOTS AND ALL OTHER HARD SHOTS NEED TO BE TO THE 100th ** ADJACENT DRIVEWAY CULVERTS AND DRAINAGE FEATURES: FINAL SURVEY MUST INCLUDE THE INVERTS OF ADJACENT DEVELOPED PROPERTY DRIVEWAY CULVERTS AND ANY OTHER DRAINAGE FEATURE WITHIN 100 FEET OF THE PROPERTY LINES. ** SOD ELEVATIONS ADJACENT TO THE STRUCTURE ARE 4 INCHES BELOW F.F.E. FOR FOR CONCRETE BLOCK AND 6 INCHES BELOW FOR WOOD FRAME STRUCTURES NEED TO IDENTIFY TYPE OF STRUCTURE AND ELEVATIONS IN ALL FOUR (4) CORNERS ** THE SUBJECT LOTS DRAINAGE MUST NOT NEGATIVELY IMPACT ANY ADJACENT PROPERTIES (RIGHT SIDE) _____________________________________________________________________________________________________________________ 6/1/2023 - PREVIOUS INSPECTION NOTES ** 06/01/23 NEED ELEVATION SHOTS ON ALL ADJACENT PROPERTY LINES AT 20 FOOT INTERVALS ** CHECK RIGHT SIDE NEED FINAL ELEVATION SHOTS ON A 20 FOOT GRID INSIDE PROPERTY LINE ** ELEVATIONS ON ALL ADJACENT PROPERTIES AT A MINIMUM OF 20 FOOT INTERVALS ON 10 FOOT OFF-SET OUTSIDE THE PROPERTY LINE ** F.F.E. SHOTS AND ALL OTHER HARD SHOTS NEED TO BE TO THE 100th ** ADJACENT DRIVEWAY CULVERTS AND DRAINAGE FEATURES: FINAL SURVEY MUST INCLUDE THE INVERTS OF ADJACENT DEVELOPED PROPERTY DRIVEWAY CULVERTAND ANY OTHER DRAINAGE FEATURE WITHIN 100 FEET OF THE PROPERTY LINES. ** SOD ELEVATIONS ADJACENT TO THE STRUCTURE ARE 4 INCHES BELOW F.F.E. FOR FOR CONCRETE BLOCK AND 6 INCHES BELOW FOR WOOD FRAME STRUCTURES NEED TO IDENTIFY TYPE OF STRUCTURE ** THE SUBJECT LOTS DRAINAGE MUST NOT NEGATIVELY IMPACT ANY ADJACENT PROPERTIES (RIGHT SIDE) | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 07/20/2023 | Disapproved -FEE REQUIRED | EMADISON |
| Note: ** 07/20/23 ** ADJACENT DRIVEWAY CULVERTS AND DRAINAGE FEATURES: FINAL SURVEY MUST INCLUDE THE INVERTS OF ADJACENT DEVELOPED PROPERTY DRIVEWAY CULVERTS AND ANY OTHER DRAINAGE FEATURE WITHIN 100 FEET OF THE PROPERTY LINES. 7/11/2023 - PREVIOUS INSPECTION NOTES ** 07/11/23 NEED TO READ ALL INSPECTOR NOTES FROM PREVIOUS (2) TWO FINAL SURVEY INSPECTIONS ** NEED TO SUBMIT A NEW FINAL SURVEY WITH ALL REQUIRED CORRECTIONS _______________________________________________________________________________________________________________________ 6/30/2023 - PREVIOUS INSPECTION NOTES 6/30/23=Drainage from the structure is to be a 6 inch (5%) minimum slope for the first 10’.(E) Elevations on all adjacent properties at a minimum of 20-foot intervals, on a 10 foot offset, outside the property lines. (A) Existing interior elevations on a 20’ grid. (E) The front property line/right away elevation are to be equal to or greater than the centerline of the road elevation. (I) NEED TO READ THE PREVIOUS NOTES AND SUBMIT A NEW FINAL SURVEY . ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 6/21/2023 - PREVIOUS INSPECTION NOTES ** 06/01/23 NEED ELEVATION SHOTS ON ALL ADJACENT PROPERTY LINES AT 20 FOOT INTERVALS AND ACROSS SUBJECT LOTS FRONT PROPERTY LINE TO DETERMINE IF EQUAL OR HIGHER THAN THE CENTERLINE OF ROAD ** NEED F.F.E. SHOTS ON ALL ADJACENT PROPERTIES SIDES AND REAR ** ELEVATIONS ON ALL ADJACENT PROPERTIES AT A MINIMUM OF 20 FOOT INTERVALS ON 10 FOOT OFF-SET OUTSIDE THE PROPERTY LINE (LEFT SIDE) ** F.F.E. SHOTS AND ALL OTHER HARD SHOTS NEED TO BE TO THE 100th ** ADJACENT DRIVEWAY CULVERTS AND DRAINAGE FEATURES: FINAL SURVEY MUST INCLUDE THE INVERTS OF ADJACENT DEVELOPED PROPERTY DRIVEWAY CULVERTS AND ANY OTHER DRAINAGE FEATURE WITHIN 100 FEET OF THE PROPERTY LINES. ** SOD ELEVATIONS ADJACENT TO THE STRUCTURE ARE 4 INCHES BELOW F.F.E. FOR FOR CONCRETE BLOCK AND 6 INCHES BELOW FOR WOOD FRAME STRUCTURES NEED TO IDENTIFY TYPE OF STRUCTURE AND ELEVATIONS IN ALL FOUR (4) CORNERS ** THE SUBJECT LOTS DRAINAGE MUST NOT NEGATIVELY IMPACT ANY ADJACENT PROPERTIES (RIGHT SIDE) _____________________________________________________________________________________________________________________ 6/1/2023 - PREVIOUS INSPECTION NOTES ** 06/01/23 NEED ELEVATION SHOTS ON ALL ADJACENT PROPERTY LINES AT 20 FOOT INTERVALS ** CHECK RIGHT SIDE NEED FINAL ELEVATION SHOTS ON A 20 FOOT GRID INSIDE PROPERTY LINE ** ELEVATIONS ON ALL ADJACENT PROPERTIES AT A MINIMUM OF 20 FOOT INTERVALS ON 10 FOOT OFF-SET OUTSIDE THE PROPERTY LINE ** F.F.E. SHOTS AND ALL OTHER HARD SHOTS NEED TO BE TO THE 100th ** ADJACENT DRIVEWAY CULVERTS AND DRAINAGE FEATURES: FINAL SURVEY MUST INCLUDE THE INVERTS OF ADJACENT DEVELOPED PROPERTY DRIVEWAY CULVERTAND ANY OTHER DRAINAGE FEATURE WITHIN 100 FEET OF THE PROPERTY LINES. ** SOD ELEVATIONS ADJACENT TO THE STRUCTURE ARE 4 INCHES BELOW F.F.E. FOR FOR CONCRETE BLOCK AND 6 INCHES BELOW FOR WOOD FRAME STRUCTURES NEED TO IDENTIFY TYPE OF STRUCTURE ** THE SUBJECT LOTS DRAINAGE MUST NOT NEGATIVELY IMPACT ANY ADJACENT PROPERTIES (RIGHT SIDE) | |||
| ELECTRIC - EARLY POWER | 07/20/2023 | APPROVED - AS NOTED | AGAETANO |
| Note: FPL notified at 10:29am | |||
| ELECTRIC - EARLY POWER | 07/17/2023 | CANCELLED BY APPLICANT | WEB |
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 07/11/2023 | Disapproved -FEE REQUIRED | EMADISON |
| Note: ** 07/11/23 NEED TO READ ALL INSPECTOR NOTES FROM PREVIOUS (2) TWO FINAL SURVEY INSPECTIONS ** NEED TO SUBMIT A NEW FINAL SURVEY WITH ALL REQUIRED CORRECTIONS _______________________________________________________________________________________________________________________ 6/30/2023 - PREVIOUS INSPECTION NOTES 6/30/23=Drainage from the structure is to be a 6 inch (5%) minimum slope for the first 10’.(E) Elevations on all adjacent properties at a minimum of 20-foot intervals, on a 10 foot offset, outside the property lines. (A) Existing interior elevations on a 20’ grid. (E) The front property line/right away elevation are to be equal to or greater than the centerline of the road elevation. (I) NEED TO READ THE PREVIOUS NOTES AND SUBMIT A NEW FINAL SURVEY . ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 6/21/2023 - PREVIOUS INSPECTION NOTES ** 06/01/23 NEED ELEVATION SHOTS ON ALL ADJACENT PROPERTY LINES AT 20 FOOT INTERVALS AND ACROSS SUBJECT LOTS FRONT PROPERTY LINE TO DETERMINE IF EQUAL OR HIGHER THAN THE CENTERLINE OF ROAD ** NEED F.F.E. SHOTS ON ALL ADJACENT PROPERTIES SIDES AND REAR ** ELEVATIONS ON ALL ADJACENT PROPERTIES AT A MINIMUM OF 20 FOOT INTERVALS ON 10 FOOT OFF-SET OUTSIDE THE PROPERTY LINE (LEFT SIDE) ** F.F.E. SHOTS AND ALL OTHER HARD SHOTS NEED TO BE TO THE 100th ** ADJACENT DRIVEWAY CULVERTS AND DRAINAGE FEATURES: FINAL SURVEY MUST INCLUDE THE INVERTS OF ADJACENT DEVELOPED PROPERTY DRIVEWAY CULVERTS AND ANY OTHER DRAINAGE FEATURE WITHIN 100 FEET OF THE PROPERTY LINES. ** SOD ELEVATIONS ADJACENT TO THE STRUCTURE ARE 4 INCHES BELOW F.F.E. FOR FOR CONCRETE BLOCK AND 6 INCHES BELOW FOR WOOD FRAME STRUCTURES NEED TO IDENTIFY TYPE OF STRUCTURE AND ELEVATIONS IN ALL FOUR (4) CORNERS ** THE SUBJECT LOTS DRAINAGE MUST NOT NEGATIVELY IMPACT ANY ADJACENT PROPERTIES (RIGHT SIDE) _____________________________________________________________________________________________________________________ 6/1/2023 - PREVIOUS INSPECTION NOTES ** 06/01/23 NEED ELEVATION SHOTS ON ALL ADJACENT PROPERTY LINES AT 20 FOOT INTERVALS ** CHECK RIGHT SIDE NEED FINAL ELEVATION SHOTS ON A 20 FOOT GRID INSIDE PROPERTY LINE ** ELEVATIONS ON ALL ADJACENT PROPERTIES AT A MINIMUM OF 20 FOOT INTERVALS ON 10 FOOT OFF-SET OUTSIDE THE PROPERTY LINE ** F.F.E. SHOTS AND ALL OTHER HARD SHOTS NEED TO BE TO THE 100th ** ADJACENT DRIVEWAY CULVERTS AND DRAINAGE FEATURES: FINAL SURVEY MUST INCLUDE THE INVERTS OF ADJACENT DEVELOPED PROPERTY DRIVEWAY CULVERTAND ANY OTHER DRAINAGE FEATURE WITHIN 100 FEET OF THE PROPERTY LINES. ** SOD ELEVATIONS ADJACENT TO THE STRUCTURE ARE 4 INCHES BELOW F.F.E. FOR FOR CONCRETE BLOCK AND 6 INCHES BELOW FOR WOOD FRAME STRUCTURES NEED TO IDENTIFY TYPE OF STRUCTURE ** THE SUBJECT LOTS DRAINAGE MUST NOT NEGATIVELY IMPACT ANY ADJACENT PROPERTIES (RIGHT SIDE) | |||
| ROW FIELD SURVEY /GRADING CERTIFICATION | 07/10/2023 | Disapproved - NO FEE | EMADISON |
| Note: ** 07/10/23 FINAL SURVEY MUST BE COMPLETED AND APPROVED BEFORE THE FIELD SURVEY CAN BE SCHEDULED _________________________________________________________________________________________________________________________ 6/1/2023 - PREVIOUS INSPECTION NOTES ** 06/01/23 FINAL SURVEY MUST BE APPROVED BEFORE A FIELD SURVEY INSPECTION CAN BE DONE INSPECTOR WILL CREATE THE FIELD SURVEY ONCE HE APPROVES THE FINAL SURVEY | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 06/30/2023 | Disapproved - NO FEE | GBERTOLA |
| Note: 6/30/23=Drainage from the structure is to be a 6 inch (5%) minimum slope for the first 10’.(E) Elevations on all adjacent properties at a minimum of 20-foot intervals, on a 10 foot offset, outside the property lines. (A) Existing interior elevations on a 20’ grid. (E) The front property line/right away elevation are to be equal to or greater than the centerline of the road elevation. (I) NEED TO READ THE PREVIOUS NOTES AND SUBMIT A NEW FINAL SURVEY . ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 6/21/2023 - PREVIOUS INSPECTION NOTES ** 06/01/23 NEED ELEVATION SHOTS ON ALL ADJACENT PROPERTY LINES AT 20 FOOT INTERVALS AND ACROSS SUBJECT LOTS FRONT PROPERTY LINE TO DETERMINE IF EQUAL OR HIGHER THAN THE CENTERLINE OF ROAD ** NEED F.F.E. SHOTS ON ALL ADJACENT PROPERTIES SIDES AND REAR ** ELEVATIONS ON ALL ADJACENT PROPERTIES AT A MINIMUM OF 20 FOOT INTERVALS ON 10 FOOT OFF-SET OUTSIDE THE PROPERTY LINE (LEFT SIDE) ** F.F.E. SHOTS AND ALL OTHER HARD SHOTS NEED TO BE TO THE 100th ** ADJACENT DRIVEWAY CULVERTS AND DRAINAGE FEATURES: FINAL SURVEY MUST INCLUDE THE INVERTS OF ADJACENT DEVELOPED PROPERTY DRIVEWAY CULVERTS AND ANY OTHER DRAINAGE FEATURE WITHIN 100 FEET OF THE PROPERTY LINES. ** SOD ELEVATIONS ADJACENT TO THE STRUCTURE ARE 4 INCHES BELOW F.F.E. FOR FOR CONCRETE BLOCK AND 6 INCHES BELOW FOR WOOD FRAME STRUCTURES NEED TO IDENTIFY TYPE OF STRUCTURE AND ELEVATIONS IN ALL FOUR (4) CORNERS ** THE SUBJECT LOTS DRAINAGE MUST NOT NEGATIVELY IMPACT ANY ADJACENT PROPERTIES (RIGHT SIDE) _____________________________________________________________________________________________________________________ 6/1/2023 - PREVIOUS INSPECTION NOTES ** 06/01/23 NEED ELEVATION SHOTS ON ALL ADJACENT PROPERTY LINES AT 20 FOOT INTERVALS ** CHECK RIGHT SIDE NEED FINAL ELEVATION SHOTS ON A 20 FOOT GRID INSIDE PROPERTY LINE ** ELEVATIONS ON ALL ADJACENT PROPERTIES AT A MINIMUM OF 20 FOOT INTERVALS ON 10 FOOT OFF-SET OUTSIDE THE PROPERTY LINE ** F.F.E. SHOTS AND ALL OTHER HARD SHOTS NEED TO BE TO THE 100th ** ADJACENT DRIVEWAY CULVERTS AND DRAINAGE FEATURES: FINAL SURVEY MUST INCLUDE THE INVERTS OF ADJACENT DEVELOPED PROPERTY DRIVEWAY CULVERTAND ANY OTHER DRAINAGE FEATURE WITHIN 100 FEET OF THE PROPERTY LINES. ** SOD ELEVATIONS ADJACENT TO THE STRUCTURE ARE 4 INCHES BELOW F.F.E. FOR FOR CONCRETE BLOCK AND 6 INCHES BELOW FOR WOOD FRAME STRUCTURES NEED TO IDENTIFY TYPE OF STRUCTURE ** THE SUBJECT LOTS DRAINAGE MUST NOT NEGATIVELY IMPACT ANY ADJACENT PROPERTIES (RIGHT SIDE) | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 06/21/2023 | Disapproved -FEE REQUIRED | EMADISON |
| Note: ** 06/01/23 NEED ELEVATION SHOTS ON ALL ADJACENT PROPERTY LINES AT 20 FOOT INTERVALS AND ACROSS SUBJECT LOTS FRONT PROPERTY LINE TO DETERMINE IF EQUAL OR HIGHER THAN THE CENTERLINE OF ROAD ** NEED F.F.E. SHOTS ON ALL ADJACENT PROPERTIES SIDES AND REAR ** ELEVATIONS ON ALL ADJACENT PROPERTIES AT A MINIMUM OF 20 FOOT INTERVALS ON 10 FOOT OFF-SET OUTSIDE THE PROPERTY LINE (LEFT SIDE) ** F.F.E. SHOTS AND ALL OTHER HARD SHOTS NEED TO BE TO THE 100th ** ADJACENT DRIVEWAY CULVERTS AND DRAINAGE FEATURES: FINAL SURVEY MUST INCLUDE THE INVERTS OF ADJACENT DEVELOPED PROPERTY DRIVEWAY CULVERTS AND ANY OTHER DRAINAGE FEATURE WITHIN 100 FEET OF THE PROPERTY LINES. ** SOD ELEVATIONS ADJACENT TO THE STRUCTURE ARE 4 INCHES BELOW F.F.E. FOR FOR CONCRETE BLOCK AND 6 INCHES BELOW FOR WOOD FRAME STRUCTURES NEED TO IDENTIFY TYPE OF STRUCTURE AND ELEVATIONS IN ALL FOUR (4) CORNERS ** THE SUBJECT LOTS DRAINAGE MUST NOT NEGATIVELY IMPACT ANY ADJACENT PROPERTIES (RIGHT SIDE) _____________________________________________________________________________________________________________________ 6/1/2023 - PREVIOUS INSPECTION NOTES ** 06/01/23 NEED ELEVATION SHOTS ON ALL ADJACENT PROPERTY LINES AT 20 FOOT INTERVALS ** CHECK RIGHT SIDE NEED FINAL ELEVATION SHOTS ON A 20 FOOT GRID INSIDE PROPERTY LINE ** ELEVATIONS ON ALL ADJACENT PROPERTIES AT A MINIMUM OF 20 FOOT INTERVALS ON 10 FOOT OFF-SET OUTSIDE THE PROPERTY LINE ** F.F.E. SHOTS AND ALL OTHER HARD SHOTS NEED TO BE TO THE 100th ** ADJACENT DRIVEWAY CULVERTS AND DRAINAGE FEATURES: FINAL SURVEY MUST INCLUDE THE INVERTS OF ADJACENT DEVELOPED PROPERTY DRIVEWAY CULVERTAND ANY OTHER DRAINAGE FEATURE WITHIN 100 FEET OF THE PROPERTY LINES. ** SOD ELEVATIONS ADJACENT TO THE STRUCTURE ARE 4 INCHES BELOW F.F.E. FOR FOR CONCRETE BLOCK AND 6 INCHES BELOW FOR WOOD FRAME STRUCTURES NEED TO IDENTIFY TYPE OF STRUCTURE ** THE SUBJECT LOTS DRAINAGE MUST NOT NEGATIVELY IMPACT ANY ADJACENT PROPERTIES (RIGHT SIDE) | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 06/01/2023 | Disapproved - NO FEE | EMADISON |
| Note: ** 06/01/23 NEED ELEVATION SHOTS ON ALL ADJACENT PROPERTY LINES AT 20 FOOT INTERVALS ** CHECK RIGHT SIDE NEED FINAL ELEVATION SHOTS ON A 20 FOOT GRID INSIDE PROPERTY LINE ** ELEVATIONS ON ALL ADJACENT PROPERTIES AT A MINIMUM OF 20 FOOT INTERVALS ON 10 FOOT OFF-SET OUTSIDE THE PROPERTY LINE ** F.F.E. SHOTS AND ALL OTHER HARD SHOTS NEED TO BE TO THE 100th ** ADJACENT DRIVEWAY CULVERTS AND DRAINAGE FEATURES: FINAL SURVEY MUST INCLUDE THE INVERTS OF ADJACENT DEVELOPED PROPERTY DRIVEWAY CULVERTAND ANY OTHER DRAINAGE FEATURE WITHIN 100 FEET OF THE PROPERTY LINES. ** SOS ELEVATIONS ADJACENT TO THE STRUCTURE ARE 4 INCHES BELOW F.F.E. FOR FOR CONCRETE BLOCK AND 6 INCHES BELOW FOR WOOD FRAME STRUCTURES NEED TO IDENTIFY TYPE OF STRUCTURE ** THE SUBJECT LOTS DRAINAGE MUST NOT NEGATIVELY IMPACT ANY ADJACENT PROPERTIES (RIGHT SIDE) | |||
| ROW FIELD SURVEY /GRADING CERTIFICATION | 06/01/2023 | Disapproved - NO FEE | EMADISON |
| Note: ** 06/01/23 FINAL SURVEY MUST BE APPROVED BEFORE A FIELD SURVEY INSPECTION CAN BE DONE INSPECTOR WILL CREATE THE FIELD SURVEY ONCE HE APPROVES THE FINAL SURVEY | |||
| ROW- PRE-APRON (PRE-POUR) | 03/02/2023 | APPROVED | PFLANAGAN |
| Note: IT'S THE CONTRACTORS RESPONSIBILITY TO CHECK THE CULVERT PIPE ELEVATIONS BEFORE POURING CONCRETE FOR DRIVEWAY. | |||
| LATH/BRICK/ WATER BARRIER | 02/13/2023 | APPROVED - AS NOTED | AGAETANO |
| Note: 02-13-2023 R319.1 Address identification. Buildings shall be provided with approved address identification. The address identification shall be legible and placed in a position that is visiblen from the street or road fronting the property. Address identification characters shall contrast with their background. Address numbers shall be Arabic numbers or alphabetical letters. Numbers shall not be spelled out. Each character shall be not less than 4 inches (102 mm) in height with a stroke width of not less than 0.5 inch (12.7 mm). Where required by the fire code official, address identification shall be provided in additional approved locations to facilitate emergency response. Where access is by means of a private road and the building address cannot be viewed from the public way, a monument, pole or other sign or means shall be used to identify the structure. Address identification shall be maintained. | |||
| GRAVITY SEWER TEST | 01/26/2023 | APPROVED | MGIBSON |
| U - SEWER TIE IN | 01/26/2023 | APPROVED | MGIBSON |
| PEP TANK INSTALLATION REQUEST | 01/26/2023 | APPROVED - AS NOTED | TSCHWEERS |
| Note: 1/26/2023 Gravity Sewer no pep tanks needed. | |||
| INSULATION | 01/20/2023 | APPROVED | AGAETANO |
| ALL ROUGH | 01/13/2023 | APPROVED | AGAETANO |
| Note: 1/11/2023 - PREVIOUS INSPECTION NOTES 01-11-2023 1. Mechanical drawings not on site.NEED THE APPROVED DOCUMENTS ON SITE FOR INSPECTION 107.3,1. 2. ADDRESS MUST BE POSTED AND PLAINLY VISIBLE TO INSPECTORS. IF ADDRESS IS NOT PLAINLY VISIBLE, INSPECTORS WILL NOT PERFORM INSPECTIONS AND A REINSPECTION FEE WILL BE ISSUED. Florida Building Code-Building Section 501.2. R319.1 Residential R319.1 Address identification. Buildings shall be provided with approved address identification. The address identification shall be legible and placed in a position that is visible from the street or road fronting the property. Address identification characters shall contrast with their background. Address numbers shall be Arabic numbers or alphabetical letters. Numbers shall not be spelled out. Each character shall be not less than 4 inches (102 mm) in height with a stroke width of not less than 0.5 inch (12.7 mm). Where required by the fire code official, address identification shall be provided in additional approved locations to facilitate emergency response. Where access is by means of a private road and the building address cannot be viewed from the public way, a monument, pole or other sign or means shall be used to identify the structure. Address identification shall be maintained. 3. 5' head pressure test failed P2503.5.1 | |||
| ALL ROUGH | 01/11/2023 | Disapproved - NO FEE | AGAETANO |
| Note: 01-11-2023 1. Mechanical drawings not on site.NEED THE APPROVED DOCUMENTS ON SITE FOR INSPECTION 107.3,1. 2. ADDRESS MUST BE POSTED AND PLAINLY VISIBLE TO INSPECTORS. IF ADDRESS IS NOT PLAINLY VISIBLE, INSPECTORS WILL NOT PERFORM INSPECTIONS AND A REINSPECTION FEE WILL BE ISSUED. Florida Building Code-Building Section 501.2. R319.1 Residential R319.1 Address identification. Buildings shall be provided with approved address identification. The address identification shall be legible and placed in a position that is visible from the street or road fronting the property. Address identification characters shall contrast with their background. Address numbers shall be Arabic numbers or alphabetical letters. Numbers shall not be spelled out. Each character shall be not less than 4 inches (102 mm) in height with a stroke width of not less than 0.5 inch (12.7 mm). Where required by the fire code official, address identification shall be provided in additional approved locations to facilitate emergency response. Where access is by means of a private road and the building address cannot be viewed from the public way, a monument, pole or other sign or means shall be used to identify the structure. Address identification shall be maintained. 3. 5' head pressure test failed P2503.5.1 | |||
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 12/19/2022 | APPROVED | AGAETANO |
| Note: 12/1/2022 - PREVIOUS INSPECTION NOTES New inspection due to canceled inspection Inspector Notes from Inspection 2450 Note: Truss A-11 has tail broken off, blocking was added, but strap has no nails into truss or blocking, will need truss engineer to approve this repair before Braces/ Tie Downs Inspection 12-01-2022 Manufacturer's specs at Replace Broken Overhang not installed as per specs.Truss A11 | |||
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 12/01/2022 | Disapproved -FEE REQUIRED | AGAETANO |
| Note: New inspection due to canceled inspection Inspector Notes from Inspection 2450 Note: Truss A-11 has tail broken off, blocking was added, but strap has no nails into truss or blocking, will need truss engineer to approve this repair before Braces/ Tie Downs Inspection 12-01-2022 Manufacturer's specs at Replace Broken Overhang not installed as per specs.Truss A11 | |||
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 11/14/2022 | CANCELLED BY APPLICANT | WEB |
| Note: Inspector Notes from Inspection 2450 Note: Truss A-11 has tail broken off, blocking was added, but strap has no nails into truss or blocking, will need truss engineer to approve this repair before Braces/ Tie Downs Inspection | |||
| WALL SHEATHING | 10/26/2022 | APPROVED - AS NOTED | DCUSHING |
| Note: Note: Truss A-11 has tail broken off, blocking was added, but strap has no nails into truss or blocking, will need truss engineer to approve this repair before Braces/ Tie Downs Inspection | |||
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 10/26/2022 | Disapproved - NO FEE | AGAETANO |
| Note: 10-26-2022 NEED THE APPROVED DOCUMENTS ON SITE FOR INSPECTION 107.3,1. Contractor on site. | |||
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 10/26/2022 | Disapproved -FEE REQUIRED | AGAETANO |
| Note: 10/26/2022 - PREVIOUS INSPECTION NOTES 10-26-2022 NEED THE APPROVED DOCUMENTS ON SITE FOR INSPECTION 107.3,1. Contractor on site. 10-26-2022 Inspector went back. Contractor has Approved Drawings on site. 1. A 24 truss in the back has a P.T. 2 x added over thhe truss and under the strap. Please providde engineering. 2. Lanai truss left of column strap is not fastened completely. 3. S3 Bearing wall calls for SP2 every 16" OC. Please install as per plan. 4. S3 Permanent Gable bracing not installed as per plans. 5. Truss layout not on site. 6. S3.1 Wall support post straps not installed as per plans. Inspection stopped. | |||
| ROOF VALLEY & METAL | 10/26/2022 | APPROVED - AS NOTED | DCUSHING |
| Note: Note: Truss A-11 has tail broken off, blocking was added, but strap has no nails into truss or blocking, will need truss engineer to approve this repair before Braces/ Tie Downs Inspection | |||
| U-CROSS CONNECTION | 10/26/2022 | APPROVED | DHANEY |
| TIE BEAM / LINTEL | 10/25/2022 | APPROVED | AGAETANO |
| Note: 10/21/2022 - PREVIOUS INSPECTION NOTES Inspector Notes from Inspection 2250 THIS IS A REINSPECTION Soil has collapsed in the front left area of footing. Soil collapsed into footing. Remove soil to maintain 3" clearance of rebar. 08-26-2022 - Remove soil to maintain 3" clearance of rebar. Superintendent on site and will remove soil. 10-21-2022 Dowels have been fille and the home has trusses installed and dried in. Please schedule an Xray inspection with the building department for the tie beam inspection or provide engineering that the work has been done correctly. | |||
| TIE BEAM / LINTEL | 10/21/2022 | Disapproved -FEE REQUIRED | AGAETANO |
| Note: Inspector Notes from Inspection 2250 THIS IS A REINSPECTION Soil has collapsed in the front left area of footing. Soil collapsed into footing. Remove soil to maintain 3" clearance of rebar. 08-26-2022 - Remove soil to maintain 3" clearance of rebar. Superintendent on site and will remove soil. 10-21-2022 Dowels have been fille and the home has trusses installed and dried in. Please schedule an Xray inspection with the building department for the tie beam inspection or provide engineering that the work has been done correctly. | |||
| FOUND SURVEY APPROVED (OFFICE) | 09/15/2022 | APPROVED | TBAKER |
| MONOLITHIC SLAB | 08/26/2022 | APPROVED - AS NOTED | AGAETANO |
| Note: THIS IS A REINSPECTION Soil has collapsed in the front left area of footing. Soil collapsed into footing. Remove soil to maintain 3" clearance of rebar. 08-26-2022 - Remove soil to maintain 3" clearance of rebar. Superintendent on site and will remove soil. | |||
| MONOLITHIC SLAB | 08/25/2022 | Disapproved - NO FEE | AGAETANO |
| Note: Soil has collapsed in the front left area of footing. Soil collapsed into footing. Remove soil to maintain 3" clearance of rebar. | |||
| ROW - DRAINAGE | 08/19/2022 | APPROVED | EMADISON |
| Note: THIS IS A REINSPECTION ** 08/19/22 CORRECT5IONS MADE EVERYTHING LOOKS GOOD AT THIS TIME THIS IS A REINSPECTION ** 08/18/22 TEMPORARY PIPE IS CRUSHED AND CLOGGED NEED TO FIX TO KEEP THE SWALE OPEN ALLOWING THE STORMWATER TO FLOW. ** FOLLOW UP INSPECTION ON 08/19/22 NEED TO KEEP SWALE CLEAR THROUGH OUT CONSTRUCTION PROJECT OR PUT A TEMP. PIPE MINIMUM OF 12" TO ALLOW WATER TO FLOW THROUGH LOT NEXT INSPECTION 8/18/22 | |||
| ROW - DRAINAGE | 08/18/2022 | Disapproved -FEE REQUIRED | EMADISON |
| Note: THIS IS A REINSPECTION ** 08/18/22 TEMPORARY PIPE IS CRUSHED AND CLOGGED NEED TO FIX TO KEEP THE SWALE OPEN ALLOWING THE STORMWATER TO FLOW. ** FOLLOW UP INSPECTION ON 08/19/22 NEED TO KEEP SWALE CLEAR THROUGH OUT CONSTRUCTION PROJECT OR PUT A TEMP. PIPE MINIMUM OF 12" TO ALLOW WATER TO FLOW THROUGH LOT NEXT INSPECTION 8/18/22 | |||
| PLUMBING 1ST ROUGH UNDERGROUND | 08/17/2022 | APPROVED | MGIBSON |
| ROW - DRAINAGE | 08/12/2022 | Disapproved - NO FEE | PFLANAGAN |
| Note: NEED TO KEEP SWALE CLEAR THROUGH OUT CONSTRUCTION PROJECT OR PUT A TEMP. PIPE MINIMUM OF 12" TO ALLOW WATER TO FLOW THROUGH LOT NEXT INSPECTION 8/18/22 | |||
| WATER METER INSTALLATION REQUEST | 07/28/2022 | APPROVED | CSTONE |
Review History
| Department | Status | Date In | Date Out |
| MECH | COMPLETE | 09/15/2023 | 09/15/2023 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| BADMIN | INFORMATION | 08/07/2023 | 08/07/2023 |
| Note: Marked INFORMATION By: BARBIE BEMBRY - (386)986-3780 - BUILDINGDIVISION@PALMCOASTGOV.COM Please remove the street address from the beginning of your file names (See document submittal requirements on the website) | |||
| BADMIN | INFORMATION | 07/26/2023 | 07/26/2023 |
| Note: Marked INFORMATION By: MICHELLE RAMOS - - MRAMOS@PALMCOASTGOV.COM Unable to process final survey. NOC Expired. Once updated NOC is uploaded, please resubmit final survey. | |||
| BADMIN | INFORMATION | 07/09/2023 | 07/09/2023 |
| Note: Marked INFORMATION By: LIBBY MUSGROVE - - LMUSGROVE@PALMCOASTGOV.COM Wrong File Name Uploaded file name was not correct - Example: Site plan=site plan (do not add anything to the file names like numbers.) | |||
| BLD | COMPLETE | 12/16/2022 | 12/16/2022 |
| Note: Released By: HAROLD ALLEN - (386)986-2357 - HALLEN@PALMCOASTGOV.COM | |||
| BLD | COMPLETE | 11/08/2022 | 11/09/2022 |
| Note: Released By: HAROLD ALLEN - (386)986-2357 - HALLEN@PALMCOASTGOV.COM | |||
| BLD | HOLD | 10/25/2022 | 10/25/2022 |
| Note: Held By: HAROLD ALLEN - (386)986-2357 - HALLEN@PALMCOASTGOV.COM All comments below per the 2020 Florida Building Code PLAN REVIEW COMMENTS: 1. X-Ray inspection will be required to verify the required rebar was installed. | |||
| ENGIN1 | COMPLETE | 09/15/2022 | 09/15/2022 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 09/15/2022 | 09/15/2022 |
| Note: Released By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM | |||
| BLD | COMPLETE | 07/27/2022 | 07/27/2022 |
| Note: Released By: HAROLD ALLEN - (386)986-2357 - HALLEN@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 07/27/2022 | 07/27/2022 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| SW1 | COMPLETE | 07/27/2022 | 07/27/2022 |
| Note: Released By: PARREN FLANAGAN - (386)986-2392 - PFLANAGAN@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 07/27/2022 | 07/28/2022 |
| Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM | |||
| BADMIN | INFORMATION | 07/26/2022 | 07/26/2022 |
| Note: Marked INFORMATION By: SCOTT THOMAS - - STHOMAS@PALMCOASTGOV.COM NOC MUST ADDRESS IN 'DESCRIPTION OF PROPERTY', NOT 'LAND' MUST RE-RECORD NOC WITH DIFFERENT INSTRUMENT # (2022038614) | |||
| BLD | HOLD | 07/26/2022 | 07/26/2022 |
| Note: Held By: HAROLD ALLEN - (386)986-2357 - HALLEN@PALMCOASTGOV.COM All comments below per the 2020 Florida Building Code PLAN REVIEW COMMENTS: 1. Architects plan calls-out two different Simpson straps. Truss A01 exceeds the limit of the strap called-out. Revise truss layout for a strap that meets the required uplift design. | |||
| BLD | HOLD | 07/25/2022 | 07/25/2022 |
| 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 which Simpson tie will be required for truss A01. | |||
| ENGIN1 | COMPLETE | 06/24/2022 | 06/24/2022 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 06/24/2022 | 06/24/2022 |
| Note: Released By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM | |||
| SW1 | COMPLETE | 06/24/2022 | 06/27/2022 |
| Note: Released By: PARREN FLANAGAN - (386)986-2392 - PFLANAGAN@PALMCOASTGOV.COM | |||
| SW1 | HOLD | 06/23/2022 | 06/24/2022 |
| Note: Held By: CONRAD TROHA - (386)986-4767 - CTROHA@PALMCOASTGOV.COM upload correct site plan | |||
| ENGIN1 | HOLD | 06/23/2022 | 06/24/2022 |
| Note: Held By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM The revised site plan submitted is for a different address. | |||
| ZON | HOLD | 06/23/2022 | 06/24/2022 |
| Note: Held By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM Incorrect site plan submitted. | |||
| ZON | COMPLETE | 06/15/2022 | 06/16/2022 |
| Note: Released By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM | |||
| SW1 | HOLD | 06/15/2022 | 06/21/2022 |
| Note: Held By: EDWARD MADISON - - EMADISON@PALMCOASTGOV.COM must show all proposed and existing elevations as well ass FFE and property line elevations on adjacent properties. | |||
| BADMIN | INFORMATION | 06/15/2022 | 06/15/2022 |
| Note: Marked INFORMATION By: MICHELLE RAMOS - - MRAMOS@PALMCOASTGOV.COM Please remove address from file name. Example final survey = final survey | |||
| ENGIN1 | COMPLETE | 06/15/2022 | 06/16/2022 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| ZON | HOLD | 06/01/2022 | 06/01/2022 |
| Note: Held By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM pplease include the actual flood zone designation on the site plan. (Flood Zone X) this should be after map panel number and needs to be on all siteplans submitted. | |||
| SW1 | HOLD | 06/01/2022 | 06/13/2022 |
| Note: Held By: PARREN FLANAGAN - (386)986-2392 - PFLANAGAN@PALMCOASTGOV.COM NEED TO HAVE PROPOSED ELEVATIONS AT RIGHT OF WAY LINE IN THE FRONT SO WE CAN DETERMIND IF IT IS HIGHER OR EQUAL TO SENTERLINE OF ROAD AND NEED TO HAVE ELEVATIONS FOR CENTERLINE OF ROAD RIGHT NOW YOU ONLY HAVE EP | |||
| ENGIN1 | COMPLETE | 06/01/2022 | 06/01/2022 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| ZON | HOLD | 05/19/2022 | 05/19/2022 |
| Note: Held By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM repeat comment: Must include plat recording information to include map book and page number. map book and page missing please include the zoning | |||
| SW1 | HOLD | 05/19/2022 | 05/25/2022 |
| Note: Held By: GABRIEL BERTOLA - (386)225-3840 - GBERTOLA@PALMCOASTGOV.COM See uploaded Stormwater checklist in attachments for correction. Make corrections on all unchecked items. | |||
| ENGIN1 | COMPLETE | 05/19/2022 | 05/19/2022 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| ELEC | COMPLETE | 05/08/2022 | 05/09/2022 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| MECH | COMPLETE | 05/08/2022 | 05/09/2022 |
| Note: Released By: CHRIS PISCITELLI - (386)986-3782 - CPISCITELLI@PALMCOASTGOV.COM | |||
| BLD | COMPLETE | 05/08/2022 | 05/09/2022 |
| Note: Released By: HAROLD ALLEN - (386)986-2357 - HALLEN@PALMCOASTGOV.COM | |||
| ZON | HOLD | 05/08/2022 | 05/09/2022 |
| Note: Held By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM Very hard to see house layout due to all the hatched lines and information on plan, Must show driveway proposed material being used, All platted easements must be shown on site plan, Site plan and survey: Must include flood map panel number along with flood zone Must include plat recording information to include map book and page number. Color Sheet: Must state that the siding and body paint color will match. Please note that in the material section. If you will be installing a paver driveway, a right of way utilization agreement must be signed by all property owners and notarized and original will need to be turned in to us once electronic copy has been approved. | |||
| SW1 | HOLD | 05/08/2022 | 05/13/2022 |
| Note: Held By: EDWARD MADISON - - EMADISON@PALMCOASTGOV.COM see SW1 CHECKLIST FOR ALL CORRECTIONS NEEDED ON SITE PLAN | |||
| ENGIN1 | COMPLETE | 05/08/2022 | 05/09/2022 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| BLD | HOLD | 04/28/2022 | 05/02/2022 |
| Note: Held By: HAROLD ALLEN - (386)986-2357 - HALLEN@PALMCOASTGOV.COM All comments below per the 2020 Florida Building Code REVIEW COMMENTS: 1. Provide minimum roof sheathing thickness per Table R803.2.2 | |||
| CUSVC | COMPLETE | 04/28/2022 | 05/03/2022 |
| Note: Released By: HALEIGH HAND - - | |||
| ELEC | HOLD | 04/28/2022 | 04/28/2022 |
| Note: Held By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM Submit electric load calcs | |||
| ENGIN1 | COMPLETE | 04/28/2022 | 04/28/2022 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| LOCATE | COMPLETE | 04/28/2022 | 05/02/2022 |
| Note: Released By: TONI CHURCHILL - - | |||
| MECH | HOLD | 04/28/2022 | 04/28/2022 |
| Note: Held By: CHRIS PISCITELLI - (386)986-3782 - CPISCITELLI@PALMCOASTGOV.COM Energy Calcs need to be signed by the builder per 107.1 FBC 2020 7Th edition | |||
| SW1 | HOLD | 04/28/2022 | 05/05/2022 |
| Note: Held By: PARREN FLANAGAN - (386)986-2392 - PFLANAGAN@PALMCOASTGOV.COM PLEASE SEE THE SW1 CHECKLIST FOR ALL REQUIREMENTS FOR SITE PLAN | |||
| ZON | HOLD | 04/28/2022 | 05/04/2022 |
| Note: Held By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM Site plan: Very hard to see house layout due to all the hatched lines and information on plan, Must show driveway and walkway width and proposed material being used, Setbacks must be from the closest point of proposed improvements to property line. Front setback should be from the front porch, All platted easements must be shown on site plan, Site plan and survey: Must include flood map panel number along with flood zone Must include plat recording information to include map book and page number. Color Sheet: Must state that the siding and body paint color will match. Please note that in the material section. If you will be installing a paver driveway, a right of way utilization agreement must be signed by all property owners and notarized and original will need to be turned in to us once electronic copy has been approved. | |||
| SWALE | COMPLETE | 04/28/2022 | 06/27/2022 |
| 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 |
| PLAN REVIEW - REVISION | ¤32.50 | 09/18/2023 |
| PLAN REVIEW - REVISION | ¤32.50 | 09/18/2023 |
| PLAN REVIEW - REVISION | ¤32.50 | 09/18/2023 |
| REINSPECTION RESIDENTIAL | ¤40.00 | 09/18/2023 |
| REINSPECTION RESIDENTIAL | ¤40.00 | 09/18/2023 |
| REINSPECTION RESIDENTIAL | ¤40.00 | 09/18/2023 |
| CONTRACTOR CHANGE | ¤20.00 | 09/18/2023 |
| SW ENG REINSPECTION 20 | ¤20.00 | 09/18/2023 |
| SW ENG - INSPECTION 20 | ¤20.00 | 09/18/2023 |
| SW ENG - INSPECTION 20 | ¤20.00 | 09/18/2023 |
| SW ENG - INSPECTION 20 | ¤20.00 | 09/18/2023 |
| SW ENG INSPECTION 80 | ¤80.00 | 06/28/2022 |
| SW ENG PRE APRON | ¤30.00 | 06/28/2022 |
| SW ENG - REVIEW 20 | ¤20.00 | 06/28/2022 |
| SW ENG RES REVIEW 200 | ¤200.00 | 06/28/2022 |
| 3% TRANS IMPACT FEE CREDIT | (¤52.92) | 06/28/2022 |
| SEWER INSPECTION | ¤25.00 | 06/28/2022 |
| SEWER CAPITAL FACILITY | ¤4,939.76 | 06/28/2022 |
| WATER CAPITAL FACILITY FEE | ¤3,626.50 | 06/28/2022 |
| SITE PLAN 30 | ¤30.00 | 06/28/2022 |
| 3% FIRE IMPACT FEE CREDIT | (¤11.66) | 06/28/2022 |
| IMPACT FEE FIRE | ¤388.65 | 06/28/2022 |
| IMPACT FEE PARKS | ¤1,455.13 | 06/28/2022 |
| IMPACT FEE SCHOOL | ¤3,600.00 | 06/28/2022 |
| IMPACT FEE TRANSPORTATION | ¤1,764.00 | 06/28/2022 |
| WATER -IRRIGATION INSPECTION | ¤25.00 | 06/28/2022 |
| 3% PARKS IMPACT FEE CREDIT | (¤43.65) | 06/28/2022 |
| SURCHARGE FS 533.721 | ¤8.74 | 06/28/2022 |
| SURCHARGE - FS 468.631 | ¤13.11 | 06/28/2022 |
| SW ENG - FOUNDATION SURVEY | ¤20.00 | 06/28/2022 |
| CONNECTION FEES | ¤1,077.88 | 06/28/2022 |
| WATER- TURN ON | ¤25.00 | 06/28/2022 |
| ADMINISTRATIVE RESIDENTIAL | ¤30.00 | 06/28/2022 |
| INSPECTION - RESIDENTIAL | ¤792.00 | 06/28/2022 |
| PLAN REVIEW - RESIDENTIAL | ¤224.64 | 06/28/2022 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤18,584.68 |