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Permit #2024051075
Permit Details
Status: COED
| Parcel Id: 07-11-31-7026-00150-0040 |
| CONDITIONED SPACE: 1800 sqft |
| GARAGE: 410 sqft |
| OPENED PORCH (WITH ROOF) : 36 sqft |
| Total Square Footage: 2246 sqft |
| Block: 00150 |
| Subdivision: - |
| Job Phone: 689-250-2429 |
| Location Address: 7 PINELAND LN |
| Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY |
| Issue Date: 07/17/2024 |
| NOC: RECORDED |
| Applicant name: RYAN M COURECH |
| Owner: A AND R-MERIDIAN REAL ESTATE DEVELOPMENT LLC |
|
Address 688 N ORLANDO AVENUE MAITLAND, FL 32751 |
|
Address SUITE 207 MAITLAND, FL 32751 |
| Lot: 0040 |
| Contracted Stated Job Value: ¤208,000.00 |
| Job Description: single family residence |
| Type: CN |
| Original Permit #: 2024010999 |
Contractor
MCH CONSTRUCTION LLC
| Status | Location Address | State License Number | Phone |
| INACTIVE |
668 N ORLANDO AVE, STE 207 MAITLAND, FL 32751 |
CBC1262898 (Exp: 08/31/2026) | 407-602-8257 |
Sub Contractors
DUSTIN ARCHER
| Status | Location Address | State License Number | Phone |
| ACTIVE |
2785 WRIGHTS ROAD SUITE 1133 OVIEDO, FL 32765 |
CMC1251099 (Exp: 08/31/2026) | 407-391-1145 |
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 |
DANA SUE COOLEY
| Status | Location Address | State License Number | Phone |
| INACTIVE |
PO BOX 1718 FLAGLER BEACH, FL 32136 |
CCC1333449 (Exp: 08/31/2026) | 904-535-1680 |
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 |
Inspection History
| Type | Request Date | Result | Inspector |
| BLD - BUILDING FINAL | 06/11/2025 | FINAL APPROVED | RSIMS |
| Note: *** NOTES ADDED BY RSIMS 6/11/2025 10:43:25 AM *** 6/10/2025 - PREVIOUS INSPECTION NOTES 6/10/25: 1). Holes in garage ceiling at pipe entry into attic need to be sealed with approved material per FBC-R302.11(4). 2). Soffit needs to be sealed where service pipes enter above main meter panel. FBC-R806.1 6/9/2025 - PREVIOUS INSPECTION NOTES 6/9/25: NOT READY! INCOMPLETE INSPECTION DUE TO PAINTING CONTRACTOR WORKING THROUGHOUT THE HOUSE. NOTE: Roof and smokes (only) checked and approved. Deficiency examples only listed below. 1). Kitchen wall plates defective and not sitting flush to wall as required. NEC-406.6 2). attic access door in garage needs screws into framing removed so that the panel can sit flush with drywall ceiling as required. FBC-R302.11. 3). Bedroom 2 (next to entry door) - Missing light fixture and/or switched outlet. NEC-210.70(A)(1). ________________________________________________________________________________________________________________________ 4/29/25: NOTED DURING EARLY POWER: Romex into range outlet needs to be protected from damage. NEC 300.4 5/1/25: Nail plates over romex now. Check that large hole in drywall has been repaired and check that Range anti-tip device has been attached to bottom plate or slab. (currently only srewed into drywall). | |||
| BLD - BUILDING FINAL | 06/10/2025 | Disapproved - NO FEE | RSIMS |
| Note: *** NOTES ADDED BY RSIMS 6/10/2025 1:06:31 PM *** 6/10/25: 1). Holes in garage ceiling at pipe entry into attic need to be sealed with approved material per FBC-R302.11(4). 2). Soffit needs to be sealed where service pipes enter above main meter panel. FBC-R806.1 6/9/2025 - PREVIOUS INSPECTION NOTES 6/9/25: NOT READY! INCOMPLETE INSPECTION DUE TO PAINTING CONTRACTOR WORKING THROUGHOUT THE HOUSE. NOTE: Roof and smokes (only) checked and approved. Deficiency examples only listed below. 1). Kitchen wall plates defective and not sitting flush to wall as required. NEC-406.6 2). attic access door in garage needs screws into framing removed so that the panel can sit flush with drywall ceiling as required. FBC-R302.11. 3). Bedroom 2 (next to entry door) - Missing light fixture and/or switched outlet. NEC-210.70(A)(1). ________________________________________________________________________________________________________________________ 4/29/25: NOTED DURING EARLY POWER: Romex into range outlet needs to be protected from damage. NEC 300.4 5/1/25: Nail plates over romex now. Check that large hole in drywall has been repaired and check that Range anti-tip device has been attached to bottom plate or slab. (currently only srewed into drywall). | |||
| ROW - FINAL APRON (AFTER POUR) | 06/10/2025 | APPROVED - AS NOTED | TPOLACEK |
| Note: SMALL AMOUNT OF SEDIMENT IN PIPE SHOULD BE CLEARED BEFORE CO. APPROVING AS NOTED PIPE ELEVATION IS GOOD, CUTS ARE MADE, CULVERT CLEAR, HOT PATCH COMPLETE, AT THE TIME OF THE INSPECTION, ALL MINIMUM CITY REQUIREMENTS WERE MET. NIETHER THE INSPECTOR NOR THE CITY IS RESPONSIBLE IF, FOR WHATEVER REASON, SITE CONDITIONS CHANGE OVER TIME AFTER THE INSPECTION. IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT NOTHING CHANGES AFTER THIS INSPECTION IS APPROVED Inspector Notes from Inspection 9465 06/06/25 TPOLACEK*** SWALE ELEVATION AT #9 IS GREAT THAN THE UPSTREAM LOTS. THIS IS HOLDING DRAINAGE BACK AND WILL NOT ALLOW SWALE TO DRAIN PROPERLY. UPON WALKING PROPERTY DRAINAGE WILL WORK AS INDICATED ON FINAL SURVEY. AT THE TIME OF THE INSPECTION, ALL MINIMUM CITY REQUIREMENTS WERE MET. NIETHER THE INSPECTOR NOR THE CITY IS RESPONSIBLE IF, FOR WHATEVER REASON, SITE CONDITIONS CHANGE OVER TIME AFTER THE INSPECTION. IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT NOTHING CHANGES AFTER THIS INSPECTION IS APPROVED | |||
| ROW - STORMWATER FINAL | 06/10/2025 | APPROVED | TPOLACEK |
| Note: , AT THE TIME OF THE INSPECTION, ALL MINIMUM CITY REQUIREMENTS WERE MET. NIETHER THE INSPECTOR NOR THE CITY IS RESPONSIBLE IF, FOR WHATEVER REASON, SITE CONDITIONS CHANGE OVER TIME AFTER THE INSPECTION. IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT NOTHING CHANGES AFTER THIS INSPECTION IS APPROVED Inspector Notes from Inspection 9465 06/06/25 TPOLACEK*** SWALE ELEVATION AT #9 IS GREAT THAN THE UPSTREAM LOTS. THIS IS HOLDING DRAINAGE BACK AND WILL NOT ALLOW SWALE TO DRAIN PROPERLY. UPON WALKING PROPERTY DRAINAGE WILL WORK AS INDICATED ON FINAL SURVEY. AT THE TIME OF THE INSPECTION, ALL MINIMUM CITY REQUIREMENTS WERE MET. NIETHER THE INSPECTOR NOR THE CITY IS RESPONSIBLE IF, FOR WHATEVER REASON, SITE CONDITIONS CHANGE OVER TIME AFTER THE INSPECTION. IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT NOTHING CHANGES AFTER THIS INSPECTION IS APPROVED | |||
| BLD - BUILDING FINAL | 06/09/2025 | Disapproved -FEE REQUIRED | RSIMS |
| Note: *** NOTES ADDED BY RSIMS 6/9/2025 11:36:13 AM *** 6/9/25: NOT READY! INCOMPLETE INSPECTION DUE TO PAINTING CONTRACTOR WORKING THROUGHOUT THE HOUSE. NOTE: Roof and smokes (only) checked and approved. Deficiency examples only listed below. 1). Kitchen wall plates defective and not sitting flush to wall as required. NEC-406.6 2). attic access door in garage needs screws into framing removed so that the panel can sit flush with drywall ceiling as required. FBC-R302.11. 3). Bedroom 2 (next to entry door) - Missing light fixture and/or switched outlet. ________________________________________________________________________________________________________________________ 4/29/25: NOTED DURING EARLY POWER: Romex into range outlet needs to be protected from damage. NEC 300.4 5/1/25: Nail plates over romex now. Check that large hole in drywall has been repaired and check that Range anti-tip device has been attached to bottom plate or slab. (currently only srewed into drywall). | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 06/06/2025 | APPROVED | TPOLACEK |
| Note: 5/27/2025 - PREVIOUS INSPECTION NOTES 05/27/25 TPOLACEK*** FINAL SURVEY DOES NOT INDICATE THE REQUIRED 6" OF FALL OFF THE STRUCTURE. THERE NEEDS TO BE MORE ELEVATION SHOTS 10' OFF THE REAR AS REQUIRED. 1 Drainage from the structure is to be a 6-inch (5%) Residential, Chapter 4, R401.3 "Drainage from the structure is to be a 6-inch (5%) minimum slope for the first 10 FT E.Florida Building Code, Residential, Chapter 4, R401.3" Finished Floor Elevations (FFE): ROADSIDE SWALE AND CULVERT Section 300.01 D(1) V-17 "1) The elevations along all property lines must be at a minimum of 20-foot intervals starting 10 feet from the building" | |||
| ROW FIELD SURVEY /GRADING CERTIFICATION | 06/06/2025 | APPROVED - AS NOTED | TPOLACEK |
| Note: 06/06/25 TPOLACEK*** SWALE ELEVATION AT #9 IS GREAT THAN THE UPSTREAM LOTS. THIS IS HOLDING DRAINAGE BACK AND WILL NOT ALLOW SWALE TO DRAIN PROPERLY. UPON WALKING PROPERTY DRAINAGE WILL WORK AS INDICATED ON FINAL SURVEY. AT THE TIME OF THE INSPECTION, ALL MINIMUM CITY REQUIREMENTS WERE MET. NIETHER THE INSPECTOR NOR THE CITY IS RESPONSIBLE IF, FOR WHATEVER REASON, SITE CONDITIONS CHANGE OVER TIME AFTER THE INSPECTION. IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT NOTHING CHANGES AFTER THIS INSPECTION IS APPROVED | |||
| ROW- PROJECT STATUS | 06/03/2025 | Status Check | EMADISON |
| Note: ** 06/03/25 As directed, I went to speak to the resident at 9 Pineland Ln regarding her concerns that the new construction site at 7 Pineland Ln has caused, the culvert pipe to clog, I knocked on the door and rang the doorbell with no answer. There is nothing to substantiate that the material at the mitered end of the culvert pipe of 9 Pineland Ln is a direct result from the construction of 7 Pineland Ln. The material appears to be landscaping mulch and accumulated grass clipping , there is no buildup of sediment or dead areas of sod found within the roadside swale between both properties, that would indicate sediment had eroded into the culvert. I have attached photos from my inspection. The homeowner at 9 Pineland Lane reports that silt from the nearby construction site is clogging her pipes. Please check if the swale is open and leave your business card at her door. | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 05/27/2025 | Disapproved - NO FEE | TPOLACEK |
| Note: 05/27/25 TPOLACEK*** FINAL SURVEY DOES NOT INDICATE THE REQUIRED 6" OF FALL OFF THE STRUCTURE. THERE NEEDS TO BE MORE ELEVATION SHOTS 10' OFF THE REAR AS REQUIRED. 1 Drainage from the structure is to be a 6-inch (5%) Residential, Chapter 4, R401.3 "Drainage from the structure is to be a 6-inch (5%) minimum slope for the first 10 FT E.Florida Building Code, Residential, Chapter 4, R401.3" Finished Floor Elevations (FFE): ROADSIDE SWALE AND CULVERT Section 300.01 D(1) V-17 "1) The elevations along all property lines must be at a minimum of 20-foot intervals starting 10 feet from the building" | |||
| ELECTRIC - EARLY POWER | 05/01/2025 | APPROVED - AS NOTED | RSIMS |
| Note: *** NOTES ADDED BY RSIMS 5/1/2025 1:06:25 PM *** 5/1/25: FPL emailed to release power. Nail plates over romex now. Building Final: Check that large hole in drywall has been repaired and check that Range anti-tip device has been attached to bottom plate or slab. (currently only srewed into drywall). 4/29/2025 - PREVIOUS INSPECTION NOTES 4/29/25: Previously listed item 2 remains unresolved. 2). Romex into range outlet needs to be protected from damage. NEC 300.4 | |||
| ELECTRIC - EARLY POWER | 04/29/2025 | Disapproved -FEE REQUIRED | RSIMS |
| Note: *** NOTES ADDED BY RSIMS 4/29/2025 1:47:08 PM *** 4/29/25: Previously listed item 2 remains unresolved. 2). Romex into range outlet needs to be protected from damage. NEC 300.4 | |||
| ROW- PRE-APRON (PRE-POUR) | 04/25/2025 | CANCELLED BY APPLICANT | WEB |
| Note: 4/24/2025 - PREVIOUS INSPECTION NOTES 04/24/25 TPOLACEK*** MITER END FOOTER MUST BE 6"X6" AND THE END FORM BOARD NO MORE THAN 6" FROM END OF CULVERT PIPE, EDGE OF ROAD FORM BOARD MUST BE EQUAL TO OR UP TO 2" ABOVE EDGE OF ROAD TO AVOID POOLING AT END OF DRIVEWAY. RIGHT SIDE OF CULVERT IS TOO LOW AND OUT OF TOLERENCE SEE PHOTO FOR CULVERT MITERED END DIAGRAM, 2 Culvert Out of Tolerence Swale Plan #1 Swale Plan #1. The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan (unless otherwise approved by the City StormwaterEngineer). The finished swale elevation is with sod in place 4/22/2025 - PREVIOUS INSPECTION NOTES 04/22/25 TPOLACEK*** SITE NOT FORMED NOT READY FOR INSPECTION/REINSPECTIONS FEES. Sec. 900.09 F V-67 Sec. 900.09-F Permittee shall be charged an additional fee for each re-inspection required should permittee call for an inspection and NOT be prepared for the requested inspection. | |||
| ROW- PRE-APRON (PRE-POUR) | 04/25/2025 | APPROVED - AS NOTED | TPOLACEK |
| Note: 04/25/25 TPOLACEK*** IF CM HAS ANY QUESTIONS REGARDING INSPECTION RESULTS PLEASE CALL INSPECTOR TO DISCUSS. AT THE TIME OF THE INSPECTION CULVERT PIPE IS GOOD IS READY TO POUR, IF RAIN PLEASE, BUILDER SHOULD DOUBLE CHECK CULVERT ELEVATIONS MAKE SURE TO USE 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL BEFORE POURING. CONTRACTORS WILL BE NOTIFIED WHEN TICKETS WILL BE REQUIRED WITH AN EMAIL BLAST.THE FOLLOWING IS CURRENTLY FOR INFORMATION ONLY: TICKET OF CONCRETE MIX DESIGN SHALL BE UPLOADED INTO PERMIT PORTAL. 8.a. IF FIBERGLASS OPTION IS USED, DOCUMENTATION OF THE ( FRC) CONTAINING THE FIBERGLASS MUST BE ATTACHED TO THE PERMIT PRIOR TO REQUESTING AN AFTER-POUR INSPECTION. 8.b. IF MESH OPTION IS USED, IT SHALL BE IN PLACE AT THE TIME OF THE PRE-POUR. New inspection due to canceled inspection 4/24/2025 - PREVIOUS INSPECTION NOTES 04/24/25 TPOLACEK*** MITER END FOOTER MUST BE 6"X6" AND THE END FORM BOARD NO MORE THAN 6" FROM END OF CULVERT PIPE, EDGE OF ROAD FORM BOARD MUST BE EQUAL TO OR UP TO 2" ABOVE EDGE OF ROAD TO AVOID POOLING AT END OF DRIVEWAY. RIGHT SIDE OF CULVERT IS TOO LOW AND OUT OF TOLERENCE SEE PHOTO FOR CULVERT MITERED END DIAGRAM, 2 Culvert Out of Tolerence Swale Plan #1 Swale Plan #1. The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan (unless otherwise approved by the City StormwaterEngineer). The finished swale elevation is with sod in place 4/22/2025 - PREVIOUS INSPECTION NOTES 04/22/25 TPOLACEK*** SITE NOT FORMED NOT READY FOR INSPECTION/REINSPECTIONS FEES. Sec. 900.09 F V-67 Sec. 900.09-F Permittee shall be charged an additional fee for each re-inspection required should permittee call for an inspection and NOT be prepared for the requested inspection. | |||
| ROW- PRE-APRON (PRE-POUR) | 04/24/2025 | Disapproved -FEE REQUIRED | TPOLACEK |
| Note: 04/24/25 TPOLACEK*** MITER END FOOTER MUST BE 6"X6" AND THE END FORM BOARD NO MORE THAN 6" FROM END OF CULVERT PIPE, EDGE OF ROAD FORM BOARD MUST BE EQUAL TO OR UP TO 2" ABOVE EDGE OF ROAD TO AVOID POOLING AT END OF DRIVEWAY. RIGHT SIDE OF CULVERT IS TOO LOW AND OUT OF TOLERENCE SEE PHOTO FOR CULVERT MITERED END DIAGRAM, 2 Culvert Out of Tolerence Swale Plan #1 Swale Plan #1. The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan (unless otherwise approved by the City StormwaterEngineer). The finished swale elevation is with sod in place 4/22/2025 - PREVIOUS INSPECTION NOTES 04/22/25 TPOLACEK*** SITE NOT FORMED NOT READY FOR INSPECTION/REINSPECTIONS FEES. Sec. 900.09 F V-67 Sec. 900.09-F Permittee shall be charged an additional fee for each re-inspection required should permittee call for an inspection and NOT be prepared for the requested inspection. | |||
| ROW- PRE-APRON (PRE-POUR) | 04/22/2025 | Disapproved -FEE REQUIRED | TPOLACEK |
| Note: 04/22/25 TPOLACEK*** SITE NOT FORMED NOT READY FOR INSPECTION/REINSPECTIONS FEES. Sec. 900.09 F V-67 Sec. 900.09-F Permittee shall be charged an additional fee for each re-inspection required should permittee call for an inspection and NOT be prepared for the requested inspection. | |||
| U-CROSS CONNECTION | 03/24/2025 | APPROVED - AS NOTED | LFITZGERALD |
| Note: no irr-no cc | |||
| U - SEWER TIE IN | 03/24/2025 | APPROVED | MGIBSON |
| GRAVITY SEWER TEST | 03/24/2025 | APPROVED | MGIBSON |
| PEP TANK INSTALLATION REQUEST | 03/11/2025 | APPROVED | CBOWERMASTER |
| INSULATION | 03/06/2025 | APPROVED | MCONTRYMAN |
| ALL ROUGH | 02/28/2025 | APPROVED | RSIMS |
| Note: *** NOTES ADDED BY RSIMS 2/28/2025 2:33:19 PM *** 2/12/2025 - PREVIOUS INSPECTION NOTES please replaced documents when you get new documents removed all documents and add new documents on box , do not leave old documents on box Please fix items before next inspection 1. Please seal up where fridge water line box is before insulation 2. Enery calcs have plans for left side garage duct work. Need new plans on site FBC(A) 107.4 E-cals front diagram is for 5 pineland ln 3. slidding door missing Fl number Inspector Notes from Inspection 2450 1/21/25 1. Please seal up where fridge water line box is before insulation | |||
| ALL ROUGH | 02/12/2025 | Disapproved -FEE REQUIRED | CVANSTRAHLEN |
| Note: please replaced documents when you get new documents removed all documents and add new documents on box , do not leave old documents on box Please fix items before next inspection 1. Please seal up where fridge water line box is before insulation 2. Enery calcs have plans for left side garage duct work. Need new plans on site FBC(A) 107.4 E-cals front diagram is for 5 pineland ln 3. slidding door missing Fl number Inspector Notes from Inspection 2450 1/21/25 1. Please seal up where fridge water line box is before insulation | |||
| ALL ROUGH | 01/22/2025 | Disapproved -FEE REQUIRED | MCONTRYMAN |
| Note: 1/22/25 1. Please seal up where fridge water line box is before insulation 2. Need new set of plans. No electrical plans and A3 is for left side garage FBC(A) 107.4 3. Enery calcs have plans for left side garage duct work. Need new plans on site FBC(A) 107.4 4. Product approvals do not match windows installed (41886) FBC 107.4 5. Needs swale clear on both sides of properties FBC 3303.5 Inspector Notes from Inspection 2450 1/21/25 1. Please seal up where fridge water line box is before insulation | |||
| WALL SHEATHING | 01/21/2025 | APPROVED - AS NOTED | MCONTRYMAN |
| Note: 1/21/25 1. Please seal up where fridge water line box is before insulation | |||
| LATH/BRICK/ WATER BARRIER | 12/26/2024 | APPROVED | CVANSTRAHLEN |
| ROOF VALLEY & METAL | 12/16/2024 | APPROVED | RSIMS |
| Note: Inspector Notes from Inspection 2460 *** NOTES ADDED BY MCONTRYMAN 11/19/2024 11:49:41 AM *** 3. CG2 nail connector pattern not right per Mitek. Wil inspect at next inspection. Highlighted in Mitek Pack 11/19/24 Must be completed by next inspection 1. Clean up debris around site FBC 3302.2 2. Clear up and dig out swale to allow for proper water drainage FBC 3303.5 | |||
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 11/19/2024 | APPROVED - AS NOTED | MCONTRYMAN |
| Note: *** NOTES ADDED BY MCONTRYMAN 11/19/2024 11:49:41 AM *** 3. CG2 nail connector pattern not right per Mitek. Wil inspect at next inspection. Highlighted in Mitek Pack 11/19/24 Must be completed by next inspection 1. Clean up debris around site FBC 3302.2 2. Clear up and dig out swale to allow for proper water drainage FBC 3303.5 | |||
| FOUND SURVEY APPROVED (OFFICE) | 11/06/2024 | APPROVED | JMYERS |
| TIE BEAM / LINTEL | 11/05/2024 | APPROVED | KSANDOE |
| Note: Inspector Notes from Inspection 2250 *** NOTES ADDED BY RSIMS 10/18/2024 12:01:59 PM *** 10/18/24: Please have Permit, Termite intent to treat and all required documents in Permit Box as required prior to the next inspection. FBC 107.3.1 10/3/2024 - PREVIOUS INSPECTION NOTES 10/3/24: Cancelled by Applicant via phone. Not Ready. | |||
| MONOLITHIC SLAB | 10/18/2024 | APPROVED - AS NOTED | RSIMS |
| Note: *** NOTES ADDED BY RSIMS 10/18/2024 12:01:59 PM *** 10/18/24: Please have Permit, Termite intent to treat and all required documents in Permit Box as required prior to the next inspection. FBC 107.3.1 10/3/2024 - PREVIOUS INSPECTION NOTES 10/3/24: Cancelled by Applicant via phone. Not Ready. | |||
| MONOLITHIC SLAB | 10/03/2024 | CANCELLED BY APPLICANT | RSIMS |
| Note: *** NOTES ADDED BY RSIMS 10/3/2024 11:05:15 AM *** 10/3/24: Cancelled by Applicant via phone. Not Ready. | |||
| PLUMBING 1ST ROUGH UNDERGROUND | 09/30/2024 | APPROVED | MGIBSON |
| Note: 9/20/2024 - PREVIOUS INSPECTION NOTES FBC [A] 107.3.1 NEED APPROVEDPLANS ON SITE. FBC 3307.1 NEED SILT FENCE PROPERLY INSTALLED, WATER SERVICE NOT RAN YET | |||
| PLUMBING 1ST ROUGH UNDERGROUND | 09/20/2024 | Disapproved - NO FEE | MGIBSON |
| Note: FBC [A] 107.3.1 NEED APPROVEDPLANS ON SITE. FBC 3307.1 NEED SILT FENCE PROPERLY INSTALLED, WATER SERVICE NOT RAN YET | |||
| GEOTECHNICAL REPORT APPROVAL (OFFICE USE) | 09/17/2024 | APPROVED | JMUNSON |
| WATER METER INSTALLATION REQUEST | 08/22/2024 | APPROVED | CBOWERMASTER |
Review History
| Department | Status | Date In | Date Out |
| MECH | COMPLETE | 05/16/2025 | 05/20/2025 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| MECH | HOLD | 05/14/2025 | 05/16/2025 |
| Note: Held By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM File needs to be named heatload and drop down menu heatload | |||
| MECH | COMPLETE | 02/19/2025 | 02/24/2025 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| BLD | HOLD | 01/21/2025 | 01/21/2025 |
| Note: Held By: PETER KNAPIK - - PKNAPIK@PALMCOASTGOV.COM 1. Please complete and submit a new product approval form. | |||
| BLD | COMPLETE | 01/21/2025 | 01/21/2025 |
| Note: Released By: PETER KNAPIK - - PKNAPIK@PALMCOASTGOV.COM | |||
| BLD | COMPLETE | 01/21/2025 | 01/23/2025 |
| Note: Released By: PETER KNAPIK - - PKNAPIK@PALMCOASTGOV.COM | |||
| BLD | HOLD | 01/14/2025 | 01/17/2025 |
| Note: Held By: PETER KNAPIK - - PKNAPIK@PALMCOASTGOV.COM 1. FL# 20470-R3 Not current code cycle. Revise. 2. FL# 12194-R10 Not current code cycle. Revise. 3. Please list FL#'s for Simpson Wood connectors and anchors, as well as Truss Plates that will be used. 4. FL# 41704.1-R1 is not a Roof Deck. Needs to be removed. | |||
| MECH | COMPLETE | 12/18/2024 | 12/23/2024 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| ELEC | COMPLETE | 12/02/2024 | 12/09/2024 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| MECH | COMPLETE | 11/19/2024 | 11/22/2024 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 11/01/2024 | 11/06/2024 |
| Note: Released By: JORDAN MYERS, C.F.M - (386)986-4789 - JMYERS@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 11/01/2024 | 11/01/2024 |
| Note: Released By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM | |||
| ENGIN1 | HOLD | 09/20/2024 | 09/20/2024 |
| Note: Held By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM Please confirm benchmark elevations - the common benchmark between lots 3 and 4 are shown with different elevations. | |||
| BLD | COMPLETE | 09/17/2024 | 09/17/2024 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| BLD | COMPLETE | 08/28/2024 | 09/04/2024 |
| Note: Released By: ALPHANETTE WATERS - (386)986-2624 - AWATERS@PALMCOASTGOV.COM Phase 1 complete | |||
| ZON | COMPLETE | 07/10/2024 | 07/11/2024 |
| Note: Released By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM | |||
| SW1 | COMPLETE | 07/10/2024 | 07/16/2024 |
| Note: Released By: SINA VEDADI MOGHADAM - (386)986-2569 - SVEDADIMOGHADAM@PALMCOASTGOV.COM | |||
| ZON | HOLD | 06/20/2024 | 06/20/2024 |
| Note: Held By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM landscape plan does not match the all other plans please look at patio placement and ac all plans must match | |||
| ENGIN1 | COMPLETE | 06/20/2024 | 06/24/2024 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| SW1 | HOLD | 06/20/2024 | 06/28/2024 |
| Note: Held By: SINA VEDADI MOGHADAM - (386)986-2569 - SVEDADIMOGHADAM@PALMCOASTGOV.COM There is a discrepancy between the previous site plan (uploaded 6/12/2024) and the latest site plan (uploaded 6/20/24) regarding the FFE of the adjacent lots. Could you please clarify the FFE of adjacent lots 3 and 5 and whether they are vacant or improved? 6/12 site Plan Lot 3 FFE = 26.5, Lot 5 FFE = 25.84 6/20 site Plan Lot 3 FFE = 25.84, Lot 5 vacant Also, our records show that the FFE for Lot 5 (9 Pineland) was 26.65 according to the final survey, so you may need to confirm your survey numbers. | |||
| ZON | HOLD | 06/12/2024 | 06/13/2024 |
| Note: Held By: MICHELLE RAMOS - (386)986-3780 - MRAMOS@PALMCOASTGOV.COM 1. All plans must be changed to garage right. 2. Landscape plan - please remove tree on driveway 3. Elevation plan cut off. Need full sheet. | |||
| BADMIN | INFORMATION | 06/12/2024 | 06/12/2024 |
| Note: Marked INFORMATION By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM please submit an elevation plan that has not been cut off. | |||
| ENGIN1 | HOLD | 06/12/2024 | 06/12/2024 |
| Note: Held By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM Please coordinate the site benchmark elevation to agree with the same benchmark at #5 Pineland. | |||
| ENGIN1 | COMPLETE | 06/12/2024 | 06/12/2024 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM Held By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM Please coordinate the site benchmark elevation to agree with the same benchmark at #5 Pineland. | |||
| SW1 | COMPLETE | 06/12/2024 | 06/14/2024 |
| Note: Released By: JOHN HOWARD - - JHOWARD@PALMCOASTGOV.COM SW1 approval valid with the following notes: Final PEP location to be provided by the City of Palm Coast. The stormwater conveyance swales associated with the lot’s grading shall be diverted around the PEP lids/covers SW1 completed review is contingent on stormwater inspector's approval of the final survey. A failed final survey inspection and/or a revised site plan indicating any significant change in drainage patterns and elevations negatively impacting neighboring lots, or the structure will result in a HOLD | |||
| SWALE | COMPLETE | 05/22/2024 | 11/18/2024 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| BADMIN | HOLD | 05/21/2024 | 05/24/2024 |
| Note: Held By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM Complete truss plan packet cover sheet or first page to include the design professional of record (building design engineer or architect) approval stamp indicating acceptance and approval of truss design (Not wet seal) | |||
| CUSVC | COMPLETE | 05/21/2024 | 05/23/2024 |
| Note: Released By: CYNTHIA SCHWEERS - - CSCHWEERS@PALMCOASSTGOV.COM | |||
| ENGIN1 | COMPLETE | 05/21/2024 | 05/22/2024 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| LOCATE | COMPLETE | 05/21/2024 | 05/31/2024 |
| Note: Released By: CANDACE BOWERMASTER - - CBOWERMASTER@PALMCOASTGOV.COM | |||
| SW1 | COMPLETE | 05/21/2024 | 05/22/2024 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| ZON | HOLD | 05/21/2024 | 05/22/2024 |
| Note: Held By: MICHELLE RAMOS - (386)986-3780 - MRAMOS@PALMCOASTGOV.COM 1. Site plan doesn't match elevation plan and floor plan. 2. Site plan is missing rear setback from patio to rear property line. 3. Color material sheet identical to 5 Pineland. 5 Pineland and 7 Pineland looks identical. 4. Reminder elevation plan can't be identical to 5 Pineland. Per LDC Chapter 13 B.Within residential developments, an identical house can only repeat every four lots when fronting the same right-of-way including both sides of the street. However, two nonidentical houses of the same style may be built adjacent to each other. | |||
| MECH | COMPLETE | 05/21/2024 | 05/23/2024 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM |
Fees & Payments
(Permit is not ready for pickup until the permit has been processed and fees appear)
| Description | Amount Due | Date Paid |
| PLAN REVIEW - REVISION | ¤32.50 | 06/11/2025 |
| PLAN REVIEW - REVISION | ¤32.50 | 06/11/2025 |
| REINSPECTION RESIDENTIAL | ¤40.00 | 06/11/2025 |
| REINSPECTION RESIDENTIAL | ¤40.00 | 06/11/2025 |
| REINSPECTION RESIDENTIAL | ¤40.00 | 06/11/2025 |
| REINSPECTION RESIDENTIAL | ¤40.00 | 06/11/2025 |
| SW ENG REINSPECTION 30 | ¤30.00 | 06/11/2025 |
| SW ENG REINSPECTION 30 | ¤30.00 | 06/11/2025 |
| SW ENG - REVIEW 20 | ¤20.00 | 07/17/2024 |
| SW ENG RES REVIEW 200 | ¤200.00 | 07/17/2024 |
| SEWER CREDIT | (¤1,342.00) | 07/17/2024 |
| SEWER INSPECTION | ¤25.00 | 07/17/2024 |
| SEWER CAPITAL FACILITY | ¤6,120.52 | 07/17/2024 |
| WATER CAPITAL FACILITY FEE | ¤4,351.14 | 07/17/2024 |
| SITE PLAN 30 | ¤30.00 | 07/17/2024 |
| WATER- TURN ON | ¤25.00 | 07/17/2024 |
| ADJUSTMENT 50% | (¤342.60) | 07/17/2024 |
| ADMINISTRATIVE RESIDENTIAL | ¤30.00 | 07/17/2024 |
| INSPECTION - RESIDENTIAL | ¤572.00 | 07/17/2024 |
| PLAN REVIEW - APPROVED MASTER | ¤83.20 | 07/17/2024 |
| CONNECTION FEES | ¤1,187.26 | 07/17/2024 |
| FC IMPACT FEE EMS | ¤62.00 | 07/17/2024 |
| IMPACT FEE FIRE | ¤428.09 | 07/17/2024 |
| FC IMPACT FEE LAW ENFORCEMENT | ¤218.00 | 07/17/2024 |
| FC IMPACT FEE LIBRARY | ¤268.00 | 07/17/2024 |
| IMPACT FEE PARKS | ¤1,800.99 | 07/17/2024 |
| IMPACT FEE SCHOOL | ¤5,450.00 | 07/17/2024 |
| IMPACT FEE TRANSPORTATION | ¤1,862.00 | 07/17/2024 |
| WATER -IRRIGATION INSPECTION | ¤25.00 | 07/17/2024 |
| SURCHARGE FS 533.721 | ¤3.43 | 07/17/2024 |
| SURCHARGE - FS 468.631 | ¤5.14 | 07/17/2024 |
| SW ENG - FOUNDATION SURVEY | ¤20.00 | 07/17/2024 |
| SW ENG INSPECTION 80 | ¤80.00 | 07/17/2024 |
| SW ENG PRE APRON | ¤30.00 | 07/17/2024 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤21,497.17 |