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Permit #2023061084
Permit Details
Status: FINAL
| Parcel Id: 07-11-31-7016-00040-1860 |
| GARAGE: 750 sqft |
| Total Square Footage: 750 sqft |
| Block: 00040 |
| Subdivision: 2201 - SECTION 16-COUNTRY CLUB COVE |
| Job Phone: 908-334-6117 |
| Location Address: 9 COLONIA CT |
| Type: BA - BUILDING ADDITION |
| Issue Date: 11/27/2023 |
| NOC: RECORDED |
| Applicant name: KIM EUGENE ADAMS |
| Owner: DIRESE DOMENICO & SHANNON MACDONOUGH JTWROS |
|
Address 9 COLONIA COURT PALM COAST, FL 32137 |
| Lot: 1860 |
| Contracted Stated Job Value: ¤15,000.00 |
| Job Description: Garage addition |
| Type: CN |
Contractor
JMD QUALITY CONSTRUCTION, LLC
| Status | Location Address | State License Number | Phone |
| ACTIVE |
300 CANOPY WALK LANE APT 342 ZEPHYRHILLS, FL 33542 |
CGC1526854 (Exp: 08/31/2026) | 908-334-6117 |
Sub Contractors
HEATH EDWARD SANFORD
| Status | Location Address | State License Number | Phone |
| ACTIVE |
126 EAST END RD SAN MATEO, FL 32187 |
CFC1429896 (Exp: 08/31/2026) | 386-871-8823 |
WILLIAM TODD SIKES
| Status | Location Address | State License Number | Phone |
| ACTIVE |
83 PORT ROYAL DR ST AUGUSTINE, FL 32084 |
EC0002726 (Exp: 08/31/2026) | 904-762-8762 |
Inspection History
| Type | Request Date | Result | Inspector |
| U -UTILITY RESIDENTIAL FINAL | 05/08/2024 | FINAL APPROVED | DHANEY |
| BLD - BUILDING FINAL | 05/03/2024 | FINAL APPROVED | JWALKER |
| ROW - FINAL APRON (AFTER POUR) | 04/25/2024 | APPROVED | EMADISON |
| Note: ** At the time of the inspection all minimum city requirements were met. It is the builder’s responsibility to ensure that nothing changes after this Inspection is approved. | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 04/25/2024 | APPROVED | EMADISON |
| ROW FIELD SURVEY /GRADING CERTIFICATION | 04/25/2024 | APPROVED | EMADISON |
| ROW - FINAL INSPECTION | 04/25/2024 | APPROVED | EMADISON |
| Note: ** At the time of the inspection all minimum city requirements were met. It is the builder’s responsibility to ensure that nothing changes after this Inspection is approved. | |||
| ROW- PAVER RESTRAINTS | 03/06/2024 | APPROVED - AS NOTED | FSLADISH |
| Note: 3/6/24 THIS ACTUALLY WAS PARTIALLY APPROVED INSTEAD OF APPROVED. APPROVING AS NOTED. _____________________________________________________________________________________________________________________ 2/22/2024 - PREVIOUS INSPECTION NOTES 02/22/24 READY TO POUR APRON AND PAVER RESTRAINTS ONLY DO NOT PLACE PAVERS UNTIL PAVER RESTRAINT AFTER POUR IS COMPLETED. 2/21/2024 - PREVIOUS INSPECTION NOTES MISSING THE PAVERS RESTRAINT. YOU NEED TO DIG 8X8 FOR THE PAVERS RESTRAINT | |||
| ROW- PRE-APRON (PRE-POUR) | 03/06/2024 | APPROVED - AS NOTED | FSLADISH |
| Note: 3/6/24 YOU ARE NOW READY TO LAY PAVERS AS OF THE TIME OF THIS INSPECTION. APPROVING THIS PREPOUR AS NOTED. __________________________________________________________________________________________________________________________ 2/21/2024 - PREVIOUS INSPECTION NOTES CULVERT PIPE IS GOOD MISSING THE PAVERS RESTRAINT. YOU NEED TO DIG 8X8 FOR THE PAVERS RESTRAINT WHEN INSTALLING THE SUB-BASE OR PAVER BASE SAND, YOU NEED TO CALL FOR A NEW INSPECTION ONCE COMPACTION IS DONE. THE BASE CAN NO LONGER BE LEFT IN A PILE ON-SITE AND MUST BE SPREAD AND COMPACTED BEFORE THE SECOND PART OF A PRE-POUR FOR PAVERS CAN BE APPROVED | |||
| ROW- PAVER RESTRAINTS | 02/22/2024 | PARTIALLY APPROVED | TPOLACEK |
| Note: 02/22/24 READY TO POUR APRON AND PAVER RESTRAINTS ONLY DO NOT PLACE PAVERS UNTIL PAVER RESTRAINT AFTER POUR IS COMPLETED. 2/21/2024 - PREVIOUS INSPECTION NOTES MISSING THE PAVERS RESTRAINT. YOU NEED TO DIG 8X8 FOR THE PAVERS RESTRAINT | |||
| ROW- PAVER RESTRAINTS | 02/21/2024 | Disapproved - NO FEE | GBERTOLA |
| Note: MISSING THE PAVERS RESTRAINT. YOU NEED TO DIG 8X8 FOR THE PAVERS RESTRAINT | |||
| ROW- PRE-APRON (PRE-POUR) | 02/21/2024 | PARTIALLY APPROVED | GBERTOLA |
| Note: NOTE TO THE INSPECTOR=I NEED TO ENSURE THAT THE INSPECTION OF THE PAVER RESTRAINTS IS APPROVED CULVERT PIPE IS GOOD MISSING THE PAVERS RESTRAINT. YOU NEED TO DIG 8X8 FOR THE PAVERS RESTRAINT WHEN INSTALLING THE SUB-BASE OR PAVER BASE SAND, YOU NEED TO CALL FOR A NEW INSPECTION ONCE COMPACTION IS DONE. THE BASE CAN NO LONGER BE LEFT IN A PILE ON-SITE AND MUST BE SPREAD AND COMPACTED BEFORE THE SECOND PART OF A PRE-POUR FOR PAVERS CAN BE APPROVED | |||
| INSULATION | 02/13/2024 | APPROVED | LMILLER |
| Note: Fire Blocking check, No Insulation | |||
| ALL ROUGH | 02/08/2024 | APPROVED | AGAETANO |
| Note: 2/6/2024 - PREVIOUS INSPECTION NOTES 02-06-2024 Head test failed. 5' head pressure test failed P2503.5.1 | |||
| ALL ROUGH | 02/06/2024 | Disapproved - NO FEE | AGAETANO |
| Note: 02-06-2024 5' head pressure test failed P2503.5.1 | |||
| LATH/BRICK/ WATER BARRIER | 02/02/2024 | APPROVED | AGAETANO |
| ROOF VALLEY & METAL | 01/30/2024 | APPROVED | FWILLIS |
| WALL SHEATHING | 01/23/2024 | APPROVED | AGAETANO |
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 01/23/2024 | APPROVED | AGAETANO |
| TIE BEAM / LINTEL | 01/11/2024 | APPROVED | AGAETANO |
| MONOLITHIC SLAB | 12/12/2023 | APPROVED | BTAYLOR |
| Note: 12/4/2023 - PREVIOUS INSPECTION NOTES 12-04-2023 1. Compaction test not on site. Indicated on drawings. | |||
| PLUMBING 1ST ROUGH UNDERGROUND | 12/04/2023 | APPROVED | AGAETANO |
| Note: Inspector Notes from Inspection 2075 TIED INTO EXISTING SEWER LINE WHERE IT EXITS MAIN DRAIN OF HOME | |||
| MONOLITHIC SLAB | 12/04/2023 | Disapproved - NO FEE | AGAETANO |
| Note: 12-04-2023 1. Compaction test not on site. Indicated on drawings. | |||
| PLUMBING 1ST ROUGH UNDERGROUND | 11/30/2023 | Disapproved - NO FEE | MGIBSON |
| Note: 5' HEAD TEST HAS NO WATER , MUST MAINTAIN HEAD TEST 15 MIN. | |||
| GRAVITY SEWER TEST | 11/30/2023 | APPROVED - AS NOTED | MGIBSON |
| Note: TIED INTO EXISTING SEWER LINE WHERE IT EXITS MAIN DRAIN OF HOME |
Review History
| Department | Status | Date In | Date Out |
| ZON | COMPLETE | 11/06/2023 | 11/06/2023 |
| Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM | |||
| SW1 | COMPLETE | 11/02/2023 | 11/02/2023 |
| Note: Released By: ROBERT GROSS - (386)986-4769 - RGROSS@PALMCOASTGOV.COM Final Stormwataer inspection will ensure that the Storm water flows away from the structure. | |||
| ZON | HOLD | 10/17/2023 | 10/18/2023 |
| Note: Held By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM On right of way agreement Please have notary write the name of the owners on the line provided at the bottom by... Then you can turn the original in to us for recording. You cannot connect the two driveways. the new driveway for the garage addition cannot exceed 20ft in width. | |||
| BLD | COMPLETE | 10/17/2023 | 10/18/2023 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 10/17/2023 | 10/19/2023 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| SW1 | HOLD | 10/17/2023 | 10/24/2023 |
| Note: Held By: FRANK SLADISH - (386)871-6113 - FSLADISH@PALMCOASTGOV.COM UNABLE TO READ SURVEY ELEVATIONS NUMBERS ARE DARK AND BLURRY. NEEDS TO BE CLEANED UP SO IT IS LEGIBLE | |||
| ZON | HOLD | 10/12/2023 | 10/12/2023 |
| Note: Held By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM On right of way agreement Please have notary write the name of the owners on the line provided at the bottom by... Then you can turn the original in to us for recording. Termination agreement is missing all the lines on the form. We need this to have those for all to sign. If you need another copy sent let us know. Plans are still not showing this information....Plans must show that the garage addition will match the existing home. Plate height, roof pitch and all exterior materials and colors. No new site plan submitted with this information...Please provide the width of the driveway and breezeway on site plan Garages must have a driveway extending for a minimum of 20 feet in front of each garage door. For the 20 feet of the driveway that is closest to the garage, driveways for two-car garages shall have a minimum width of 16 feet | |||
| BLD | HOLD | 10/12/2023 | 10/17/2023 |
| Note: Held By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM Product Approval and Roofing Worksheets 1. REPEAT COMMENT. ROOFING WORKSHEET NOT PROVIDED AS REQUESTED: Provide Palm Coast Roofing Worksheet. List roof covering type as well as roof underlayment type and product approval numbers for each. 2. REPEAT COMMENT. REVISED PRODUCT APPROVAL WORKSHEET NOT PROVIDED AS REQUESTED: On Product Approval Worksheet, add soffit material product approval number. Add product approval number for swinging door. | |||
| BLD | HOLD | 10/02/2023 | 10/03/2023 |
| Note: Held By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM 1. OK. Plan Sheet A-1.0 1. OK. 2. OK. 3. OK. 4. OK. 5. OK. 6. REPEAT COMMENT (AND NOW REVISED). UNINHABITABLE ATTIC SPACE (CEILING JOISTS) HAVE BEEN DESIGNED FOR A 10 P.S.F. LIVE LOAD, NOT 20 P.S.F. AS REQUIRED BY CODE. ATTIC HAS SPACE BETWEEN RAFTERS AND CEILING JOISTS TO PROVIDE LIMITED ATTIC STORAGE. SEE TABLE R301.5 FOOTNOTE "g". MINIMUM DESIGN LOAD FOR UNINHABITABLE ATTIC SPACE WITH LIMITED STORAGE IS 20 P.S.F. IF YOU BELIEVE THE CLEARANCE BETWEEN THE TOP OF CEILING JOISTS AND BOTTOM OF RAFTERS AND / OR COLLAR TIES IS NOT MORE THAN 42 INCHES, THEN SHOW THAT DIMENSION. IF IT IS NOT MORE THAN 42 INCHES, ATTIC SPACE CAN BE DESIGNED FOR 10 P.S.F. LIVE LOAD. PROVIDE COMPLIANT DESIGN AND CEILING JOIST MATERIAL SPECIFICATIONS FOR 20 P.S.F. (OR 10 P.S.F. IF ATTIC COMPLIES) AS NECESSARY. ALSO, JOISTS ARE CONTINUOUS FROM EXTERIOR WALL TO EXTERIOR WALL WITHOUT CENTER BEARING. THIS MEANS CEILING JOISTS SPAN 23 FEET 8 INCHES. I’M NOT AWARE OF ANY DIMENSIONAL LUMBER AVAILABLE THAT SPANS THAT DISTANCE. PLEASE PROVIDE FRAMING / FASTENING / SUPPORT DETAIL BASED ON CEILING JOIST SPANS AND REQUIRED DESIGN LOAD DESCRIBED ABOVE. Show design live and dead loads for ceiling joists – they are not a part of the roof loads. R301.1, R301.4, R301.5, Table R301.5. Attic space is considered uninhabitable with limited storage and shall be designed for 20 p.s.f. minimum live load per Table R301.5. Indicate whether ceiling joist dead load includes or does not include drywall ceiling and set dead load accordingly. 7. OK. 8. OK. 9. OK. Plan Sheet A-2.0 1. OK. 2. OK. 3. OK. 4. OK. 5. OK. 6. REPEAT COMMENT: Provide rafter end restraint detail using rim board or solid, full height blocking between rafter ends. R301.2.1.1, ANSI AWC NDS, WFCM Section 2.5.1.3. 7. OK. 8. OK. Product Approval and Roofing Worksheets 1. REPEAT COMMENT. ROOFING WORKSHEET NOT PROVIDED AS REQUESTED: Provide Palm Coast Roofing Worksheet. List roof covering type as well as roof underlayment type and product approval numbers for each. 2. REPEAT COMMENT. REVISED PRODUCT APPROVAL WORKSHEET NOT PROVIDED AS REQUESTED: On Product Approval Worksheet, add soffit material product approval number. Add product approval number for swinging door. | |||
| ZON | HOLD | 09/12/2023 | 09/13/2023 |
| Note: Held By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM Please have notary write the name of the owners on the line provided at the bottom by... Then you can turn the original in to us for recording. Paperwork for termination received once create the agreement for owners to sign we will send to you to have them sign and have notarized once approved we will ask for the original Plans must show that the garage addition will match the existing home. Plate height, roof pitch and all exterior materials and colors. Please provide the width of the driveway and breezeway on site plan Garages must have a driveway extending for a minimum of 20 feet in front of each garage door. For the 20 feet of the driveway that is closest to the garage, driveways for two-car garages shall have a minimum width of 16 feet | |||
| ZON | HOLD | 07/18/2023 | 07/19/2023 |
| Note: Held By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM Please have notary write the name of the owners on the line provided at the bottom by... Then you can turn the original in to us for recording. Please provide termination of easement application and the three utility letters releasing the easement so we can create the agreement for owners to sign. Plans must show that the garage addition will match the existing home. Plate height, roof pitch and all exterior materials and colors. Please provide the width of the driveway and breezeway on site plan Garages must have a driveway extending for a minimum of 20 feet in front of each garage door. For the 20 feet of the driveway that is closest to the garage, driveways for two-car garages shall have a minimum width of 16 feet | |||
| MECH | COMPLETE | 07/18/2023 | 07/20/2023 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| BLD | HOLD | 07/18/2023 | 07/25/2023 |
| Note: Held By: PATRICK BUCKLEY - (386)986-3786 - PBUCKLEY@PALMCOASTGOV.COM Site Plan 1. OK. Plan Sheet A-1.0 1. OK. 2. OK. 3. OK. 4. OK. 5. OK. 6. REPEAT COMMENT (AND NOW REVISED). UNINHABITABLE ATTIC SPACE (CEILING JOISTS) HAVE BEEN DESIGNED FOR A 10 P.S.F. LIVE LOAD, NOT 20 P.S.F. AS REQUIRED BY CODE. ATTIC HAS SPACE BETWEEN RAFTERS AND CEILING JOISTS TO PROVIDE LIMITED ATTIC STORAGE. SEE TABLE R301.5 FOOTNOTE "g". MINIMUM DESIGN LOAD FOR UNINHABITABLE ATTIC SPACE WITH LIMITED STORAGE IS 20 P.S.F. IF YOU BELIEVE THE CLEARANCE BETWEEN THE TOP OF CEILING JOISTS AND BOTTOM OF RAFTERS AND / OR COLLAR TIES IS NOT MORE THAN 42 INCHES, THEN SHOW THAT DIMENSION. IF IT IS NOT MORE THAN 42 INCHES, ATTIC SPACE CAN BE DESIGNED FOR 10 P.S.F. LIVE LOAD. PROVIDE COMPLIANT DESIGN AND CEILING JOIST MATERIAL SPECIFICATIONS FOR 20 P.S.F. (OR 10 P.S.F. IF ATTIC COMPLIES) AS NECESSARY. ALSO, JOISTS ARE CONTINUOUS FROM EXTERIOR WALL TO EXTERIOR WALL WITHOUT CENTER BEARING. THIS MEANS CEILING JOISTS SPAN 23 FEET 8 INCHES. I’M NOT AWARE OF ANY DIMENSIONAL LUMBER AVAILABLE THAT SPANS THAT DISTANCE. PLEASE PROVIDE FRAMING / FASTENING / SUPPORT DETAIL BASED ON CEILING JOIST SPANS AND REQUIRED DESIGN LOAD DESCRIBED ABOVE. Show design live and dead loads for ceiling joists – they are not a part of the roof loads. R301.1, R301.4, R301.5, Table R301.5. Attic space is considered uninhabitable with limited storage and shall be designed for 20 p.s.f. minimum live load per Table R301.5. Indicate whether ceiling joist dead load includes or does not include drywall ceiling and set dead load accordingly. 7. OK. 8. OK. 9. OK. Plan Sheet A-2.0 1. OK. 2. OK. 3. OK. 4. OK. 5. OK. 6. REPEAT COMMENT: Provide rafter end restraint detail using rim board or solid, full height blocking between rafter ends. R301.2.1.1, ANSI AWC NDS, WFCM Section 2.5.1.3. 7. OK. 8. OK. Product Approval and Roofing Worksheets 1. REPEAT COMMENT. ROOFING WORKSHEET NOT PROVIDED AS REQUESTED: Provide Palm Coast Roofing Worksheet. List roof covering type as well as roof underlayment type and product approval numbers for each. 2. REPEAT COMMENT. REVISED PRODUCT APPROVAL WORKSHEET NOT PROVIDED AS REQUESTED: On Product Approval Worksheet, add soffit material product approval number. Add product approval number for swinging door. | |||
| SW1 | COMPLETE | 06/28/2023 | 06/28/2023 |
| Note: Released By: GABRIEL BERTOLA - (386)986-7660 - GBERTOLA@PALMCOASTGOV.COM Permit Requires a Final Topographical Survey 300+ sq. ft. | |||
| ZON | HOLD | 06/21/2023 | 06/23/2023 |
| Note: Held By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM Please provide a right of way agreement for paver driveway. There is not one on file. Must be signed by all owners on deed and notarized. Once electronic copy is approved we will ask for the original to send for recording. Total Garage space cannot exceed 50% of the living square footage of the principle structure. The current garage must be included in the total. Please provide these calculations on the plans. Please provide termination of easement application and the three utility letters releasing the easement so we can create the agreement for owners to sign. Plans must show that the garage addition will match the existing home. Plate height, roof pitch and all exterior materials and colors. Please provide the width of the driveway and breezeway on site plan Garages must have a driveway extending for a minimum of 20 feet in front of each garage door. For the 20 feet of the driveway that is closest to the garage, driveways for two-car garages shall have a minimum width of 16 feet | |||
| BLD | HOLD | 06/21/2023 | 06/29/2023 |
| Note: Held By: PATRICK BUCKLEY - (386)986-3786 - PBUCKLEY@PALMCOASTGOV.COM Site Plan 1. Provide elevation of garage foundation sufficiently above surrounding grades immediately adjacent to the foundation to a.) provide for 4 inch slab elevation minimum above ground and; b.) to provide 5% slope in the first ten feet (6 inches of fall) perpendicular to the foundation on all sides. R401.3. Plan Sheet A-1.0 1. In Structural Design Criteria section, provide soil bearing design pressure used for foundation design. R401.4.1, Table R401.4.1. 2. Revise monolithic footing detail to show deformed re-enforcing bar with 8 inch standard horizontal hook tied to both longitudinal deformed re-enforcing bars in thickened edge. 3. Show landing on exterior side of side hinged door. Include dimensions. R311.3, R311.3.1. 4. Show roof slope for breezeway roof. FBC 107.1, 107.2.1, 107.2.7, 1603. 5. Plans indicate two section view symbols E2 and E3 and indicates both are shown on Plan Sheet A-1.0. No such section views exist. FBC 107.2.1 6. Show design live and dead loads for ceiling joists – they are not a part of the roof loads. R301.1, R301.4, R301.5, Table R301.5. Attic space is considered uninhabitable with limited storage and shall be designed for 20 p.s.f. minimum live load per Table R301.5. Indicate whether ceiling joist dead load includes or does not include drywall ceiling and set dead load accordingly. 7. Provide details for support of breezeway roof beams (e.g. bearing columns on footings? Beams extended into CMU beam pockets?). FBC 107.1, 107.2.1, 107.2.7, 1603 8. Revise Structural Design Criteria Note No. 8: remove reference to generic “self weight of construction materials” and provide dead load design based on the actual weights of specific materials (e.g. roof sheathing, underlayment, roof covering) used in this project. Show dead load adjacent to p.s.f. design dead load. R301.1, R301.4, R301.5, Table R301.5. FBC 107.1, 107.2.1, 107.2.7, 1603. 9. Add note to garage plan view indicating garage floor to slope to drain water. R309.1. Plan Sheet A-2.0 1. Show spans (in horizontal plane) for rafters and ceiling joists. R802.4, Table R802.4 (1 & 2), WFCM, ANSI AWC NDS 2. Provide lumber grade and species for roof rafters, ridge board, ceiling joists and collar ties. R802.5, Table R802.5 (1 through 9). WFCM, ANSI AWC NDS. 3. Provide lumber grade and species for breezeway rafters, ridge board, ceiling joists, collar ties and beams. R802.5, Table R802.5 (1 through 9). WFCM, ANSI AWC NDS. 4. Provide fastening schedule for collar ties to rafter connection and for ceiling joist to rafter connections. R802.5, Table R802.5 (1 through 9). WFCM, ANSI AWC NDS. 5. Remove truss roof framing plan – other details indicate site constructed / cut-roof. FBC 107.2 6. Provide rafter end restraint detail using rim board or solid, full height blocking between rafter ends. R301.2.1.1, ANSI AWC NDS, WFCM Section 2.5.1.3. 7. Provide soffit framing detail. R704. 8. Provide eave and gable / rake wall lookout construction and fastening details. R301.2.1.1, ANSI AWC NDS, WFCM Section 2.5.1.1.2 (Figure 2.1f), Section 2.5.1.1.3 (Figure 2.1g) Product Approval and Roofing Worksheets 1. Provide Palm Coast Roofing Worksheet. List roof covering type as well as roof underlayment type and product approval numbers for each. 2. On Product Approval Worksheet, add soffit material product approval number. Add product approval number for swinging door. | |||
| ELEC | COMPLETE | 06/21/2023 | 06/22/2023 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| GAS | CANCEL | 06/21/2023 | 06/22/2023 |
| MECH | HOLD | 06/21/2023 | 06/23/2023 |
| Note: Held By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM Answer zoning comments. Further comments may arise after zoning comments answered | |||
| PLUM | COMPLETE | 06/21/2023 | 06/29/2023 |
| Note: Released By: PATRICK BUCKLEY - (386)986-3786 - PBUCKLEY@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 | 05/07/2024 |
| RECORDING FEE REIMBURSE DOC | ¤44.00 | 11/27/2023 |
| RECORDING FEE REIMBURSE DOC | ¤35.50 | 11/27/2023 |
| SURCHARGE FS 533.721 | ¤2.00 | 11/27/2023 |
| SURCHARGE - FS 468.631 | ¤2.00 | 11/27/2023 |
| SW ENG - INSPECTION 20 | ¤20.00 | 11/27/2023 |
| SW ENG - REVIEW 20 | ¤20.00 | 11/27/2023 |
| SITE PLAN 30 | ¤30.00 | 11/27/2023 |
| ADJUSTMENT 50% | (¤91.50) | 11/27/2023 |
| ADMINISTRATIVE RESIDENTIAL | ¤30.00 | 11/27/2023 |
| INSPECTION - RESIDENTIAL | ¤88.00 | 11/27/2023 |
| PLAN REVIEW - RESIDENTIAL | ¤65.00 | 11/27/2023 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤265.00 |