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Permit #2025040757
Permit Details
Status: INSPECT
| Parcel Id: 07-11-31-7031-00410-0030 |
| CONDITIONED SPACE: 2529 sqft |
| GARAGE: 573 sqft |
| OPENED PORCH (WITH ROOF) : 558 sqft |
| Total Square Footage: 3660 sqft |
| Block: 00410 |
| Subdivision: 2166 - SECTION 31-ROYAL PALMS |
| Job Phone: 386-237-5837 |
| Location Address: 41 RICHMOND DR |
| Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY |
| Issue Date: 05/01/2025 |
| NOC: RECORDED |
| Applicant name: MARSEL GILMANSHIN |
| Owner: 41 RICHMOND DRIVE TRUST |
|
Address 1 SURREY COURT PALM COAST, FL 32137 |
| Lot: 0030 |
| Contracted Stated Job Value: ¤250,000.00 |
| Job Description: SINGLE FAMILY RESIDENCE REF#2022101014 |
| Type: CN |
| Original Permit #: 2022101014 |
Contractor
GILMANS DEVELOPMENT CORP
| Status | Location Address | State License Number | Phone |
| ACTIVE |
4873 PALM COAST PARKWAY NW #4 PALM COAST, FL 32137 |
CBC1263180 (Exp: 08/31/2026) | 386-237-5837 |
Sub Contractors
FERNANDO MEZA SR
| Status | Location Address | State License Number | Phone |
| ACTIVE |
457 CHELSEA PLACE AVE ORMOND BEACH, FL 32174 |
EC13003906 (Exp: 08/31/2026) | 386-241-5211 |
JUAN CARLOS GONZALEZ
| Status | Location Address | State License Number |
| ACTIVE |
1328 COUNTY ROAD 308 CRESCENT CITY, FL 32112 |
RF11067806 (Exp: 08/31/2027) |
MARSEL GILMANSHIN
| Status | Location Address | State License Number | Phone |
| ACTIVE |
4873 PALM COAST PARKWAY NW #4 PALM COAST, FL 32137 |
CBC1263180 (Exp: 08/31/2026) | 386-237-5837 |
Inspection History
| Type | Request Date | Result | Inspector |
| ELECTRIC - EARLY POWER | 05/18/2026 | APPROVED | CVANSTRAHLEN |
| PEP TANK INSTALLATION REQUEST | 05/18/2026 | APPROVED | ISANDERSON |
| ROW- PROJECT STATUS | 04/13/2026 | Status Check | TPOLACEK |
| Note: 04-14-26 TPOLACEK*** UPON INSPECTION FOUND THAT BUILDER IS AT FINAL GRADE AND SWALE IS OPEN, DRIVEWAY HAS BEEN POURED AND CULVERT IS CLEAR. AT THIS TIME THE BUILD IS NOT CREATING ADVERSE CONDITIONS. Case #00356005 resident at 43 Richmond Drive states swale is blocking the water from flowing correctly please inspect site for proper drainage in the roadside swale. | |||
| ROW- PRE-APRON (PRE-POUR) | 01/21/2026 | APPROVED | FSLADISH |
| Note: 1/21/26 Required corrections completed at the time of this inspection. PIPE INVERT IS GOOD AT THIS INSPECTION. BUILDER REFER TO CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL BEFORE POURING. . IF FIBERGLASS OPTION IS USED, BUILDER REQUIRED TO USE 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED 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 AT THE TIME OF THE INSPECTION READY TO POUR, IF RAIN PLEASE, BUILDER SHOULD DOUBLE CHECK SITE FOR ANY STANDING WATER. ALSO VERIFY PIPE ELEVATION HAS NOT CHANGED. NO EXPANSION JOINTS ALLOWED, AT THE TIME OF THIS INSPECTION ALL MINIMUM COPC REQUIREMENTS ARE MET. BUILDER TO BE HELD 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. THIS INCLUDES BUT IS NOT LIMITED TO THE CULVERT PIPE ELEVATION APPROVAL FOR THE CONCRETE POUR. 1/20/2026 - PREVIOUS INSPECTION NOTES 1/20/26 MARCEL ASKED ME TO PLEASE CANCEL THIS INSPECTION FOR TODAY. ______________________________________________________________________________________________________________________________ 1/16/2026 - PREVIOUS INSPECTION NOTES 01-16-26 TPOLACEK*** SPOKE WITH BUILDER AT 8:24AM AND TEXTED EXPLAING WHAT NEEDED TO BE DONE AND GAVE A TIME FRAME OF AFTER LUNCH. IT IS NOW 12:21 AND FIELD CONDITIONS REMAIN UNCHANGED. FORM BOARDS MUST BE EXTENDED OR BACKFILLED, ROADSIDE FORM BOARD MUST BE REESTABLISHED AND SET CORRECTLY 1/15/2026 - PREVIOUS INSPECTION NOTES 01-15-26 TPOLACEK*** DRIVEWAY POUR AREA MUST NOT HAVE WEEDS AND GRASS. ROADSIDE FORMBOARD NOT SECURE RESIDENTIAL DRIVEWAYS SECTION 900.04 "A) Residential driveways entering upon a paved City street shall be constructed of portland cement concrete, or of such other rigid paving material as the City Engineer may approve, shall be a minimum of ten feet [10') wide at the right-of-way line and sixteen feet (16') wide at the roadway edge. That widening may be provided by a taper. Driveway shoulder within the road right-of-way shall be a minimum of two feet (2') in width and shall be stabilized and sodded. Driveway thickness on the right-of-way shall be either six inches (6"") on firmly compacted subgrade of clean granular material or five inches (5"") on three inches (3"") of limerock or shell base. This concrete thickness may be reduced by one inch (1"") by the addition of 6""x 6"" re-mesh or fiber mesh concrete reinforcing wire. Culvert pipe shall be of the size and set in the location (horizontal and vertical) established by the City and required by the permit. Mitered or tapered end sections are required on driveway pipes, except where otherwise approved by the City Engineer. Culvert pipes with less than twelve inches (12"") of cover below the bottom of driveway pavement to the top of pipe shall either be constructed of reinforced concrete or encased in concrete from the middle of the pipe to the bottom of the concrete driveway. For driveways entering upon a cul-de-sac and for driveways entering a flag lot the minimum width at the roadway edge and the placement of the culvert pipe will be modified to best suit the actual conditions at the site. Existing residential driveways, cut or destroyed by utility installation may be re-constructed to the same section as that original driveway with prior approval from the City. All residential driveways are required to be permitted, in accordance with the above criteria." | |||
| ROW- PRE-APRON (PRE-POUR) | 01/20/2026 | CANCELLED BY APPLICANT | FSLADISH |
| Note: 1/20/26 MARCEL ASKED ME TO PLEASE CANCEL THIS INSPECTION FOR TODAY. ______________________________________________________________________________________________________________________________ 1/16/2026 - PREVIOUS INSPECTION NOTES 01-16-26 TPOLACEK*** SPOKE WITH BUILDER AT 8:24AM AND TEXTED EXPLAING WHAT NEEDED TO BE DONE AND GAVE A TIME FRAME OF AFTER LUNCH. IT IS NOW 12:21 AND FIELD CONDITIONS REMAIN UNCHANGED. FORM BOARDS MUST BE EXTENDED OR BACKFILLED, ROADSIDE FORM BOARD MUST BE REESTABLISHED AND SET CORRECTLY 1/15/2026 - PREVIOUS INSPECTION NOTES 01-15-26 TPOLACEK*** DRIVEWAY POUR AREA MUST NOT HAVE WEEDS AND GRASS. ROADSIDE FORMBOARD NOT SECURE RESIDENTIAL DRIVEWAYS SECTION 900.04 "A) Residential driveways entering upon a paved City street shall be constructed of portland cement concrete, or of such other rigid paving material as the City Engineer may approve, shall be a minimum of ten feet [10') wide at the right-of-way line and sixteen feet (16') wide at the roadway edge. That widening may be provided by a taper. Driveway shoulder within the road right-of-way shall be a minimum of two feet (2') in width and shall be stabilized and sodded. Driveway thickness on the right-of-way shall be either six inches (6"") on firmly compacted subgrade of clean granular material or five inches (5"") on three inches (3"") of limerock or shell base. This concrete thickness may be reduced by one inch (1"") by the addition of 6""x 6"" re-mesh or fiber mesh concrete reinforcing wire. Culvert pipe shall be of the size and set in the location (horizontal and vertical) established by the City and required by the permit. Mitered or tapered end sections are required on driveway pipes, except where otherwise approved by the City Engineer. Culvert pipes with less than twelve inches (12"") of cover below the bottom of driveway pavement to the top of pipe shall either be constructed of reinforced concrete or encased in concrete from the middle of the pipe to the bottom of the concrete driveway. For driveways entering upon a cul-de-sac and for driveways entering a flag lot the minimum width at the roadway edge and the placement of the culvert pipe will be modified to best suit the actual conditions at the site. Existing residential driveways, cut or destroyed by utility installation may be re-constructed to the same section as that original driveway with prior approval from the City. All residential driveways are required to be permitted, in accordance with the above criteria." | |||
| ROW- PRE-APRON (PRE-POUR) | 01/16/2026 | Disapproved -FEE REQUIRED | TPOLACEK |
| Note: 01-16-26 TPOLACEK*** SPOKE WITH BUILDER AT 8:24AM AND TEXTED EXPLAING WHAT NEEDED TO BE DONE AND GAVE A TIME FRAME OF AFTER LUNCH. IT IS NOW 12:21 AND FIELD CONDITIONS REMAIN UNCHANGED. FORM BOARDS MUST BE EXTENDED OR BACKFILLED, ROADSIDE FORM BOARD MUST BE REESTABLISHED AND SET CORRECTLY 1/15/2026 - PREVIOUS INSPECTION NOTES 01-15-26 TPOLACEK*** DRIVEWAY POUR AREA MUST NOT HAVE WEEDS AND GRASS. ROADSIDE FORMBOARD NOT SECURE RESIDENTIAL DRIVEWAYS SECTION 900.04 "A) Residential driveways entering upon a paved City street shall be constructed of portland cement concrete, or of such other rigid paving material as the City Engineer may approve, shall be a minimum of ten feet [10') wide at the right-of-way line and sixteen feet (16') wide at the roadway edge. That widening may be provided by a taper. Driveway shoulder within the road right-of-way shall be a minimum of two feet (2') in width and shall be stabilized and sodded. Driveway thickness on the right-of-way shall be either six inches (6"") on firmly compacted subgrade of clean granular material or five inches (5"") on three inches (3"") of limerock or shell base. This concrete thickness may be reduced by one inch (1"") by the addition of 6""x 6"" re-mesh or fiber mesh concrete reinforcing wire. Culvert pipe shall be of the size and set in the location (horizontal and vertical) established by the City and required by the permit. Mitered or tapered end sections are required on driveway pipes, except where otherwise approved by the City Engineer. Culvert pipes with less than twelve inches (12"") of cover below the bottom of driveway pavement to the top of pipe shall either be constructed of reinforced concrete or encased in concrete from the middle of the pipe to the bottom of the concrete driveway. For driveways entering upon a cul-de-sac and for driveways entering a flag lot the minimum width at the roadway edge and the placement of the culvert pipe will be modified to best suit the actual conditions at the site. Existing residential driveways, cut or destroyed by utility installation may be re-constructed to the same section as that original driveway with prior approval from the City. All residential driveways are required to be permitted, in accordance with the above criteria." | |||
| ROW- PRE-APRON (PRE-POUR) | 01/15/2026 | Disapproved -FEE REQUIRED | TPOLACEK |
| Note: 01-15-26 TPOLACEK*** DRIVEWAY POUR AREA MUST NOT HAVE WEEDS AND GRASS. ROADSIDE FORMBOARD NOT SECURE RESIDENTIAL DRIVEWAYS SECTION 900.04 "A) Residential driveways entering upon a paved City street shall be constructed of portland cement concrete, or of such other rigid paving material as the City Engineer may approve, shall be a minimum of ten feet [10') wide at the right-of-way line and sixteen feet (16') wide at the roadway edge. That widening may be provided by a taper. Driveway shoulder within the road right-of-way shall be a minimum of two feet (2') in width and shall be stabilized and sodded. Driveway thickness on the right-of-way shall be either six inches (6"") on firmly compacted subgrade of clean granular material or five inches (5"") on three inches (3"") of limerock or shell base. This concrete thickness may be reduced by one inch (1"") by the addition of 6""x 6"" re-mesh or fiber mesh concrete reinforcing wire. Culvert pipe shall be of the size and set in the location (horizontal and vertical) established by the City and required by the permit. Mitered or tapered end sections are required on driveway pipes, except where otherwise approved by the City Engineer. Culvert pipes with less than twelve inches (12"") of cover below the bottom of driveway pavement to the top of pipe shall either be constructed of reinforced concrete or encased in concrete from the middle of the pipe to the bottom of the concrete driveway. For driveways entering upon a cul-de-sac and for driveways entering a flag lot the minimum width at the roadway edge and the placement of the culvert pipe will be modified to best suit the actual conditions at the site. Existing residential driveways, cut or destroyed by utility installation may be re-constructed to the same section as that original driveway with prior approval from the City. All residential driveways are required to be permitted, in accordance with the above criteria." | |||
| INSULATION | 06/18/2025 | APPROVED - AS NOTED | CVANSTRAHLEN |
| Note: Item number 1 still pending for next inspection #1- Fl approval sheet for windows and doors | |||
| INSULATION | 06/17/2025 | Disapproved -FEE REQUIRED | CVANSTRAHLEN |
| Note: Please fix items 1 and 4 from previous inspection before next inspection 6/11/2025 - PREVIOUS INSPECTION NOTES Inspector Notes from Inspection 2420 Please fix remain items before next inspection Please fix previous items for precious inspection and removed trash form yard #1- Fl approval sheet for windows and doors #4- Need 2 points of security on exhausted bathroom flex Inspector Notes from Inspection 2320 Inspector Notes from Inspection 2460 12/20/23 Truss Number 1 web member fix requires a scab on boths sides of the broken web. Check for correction and ALL ROUGH inspection. 11/30/2023 - PREVIOUS INSPECTION NOTES 11/30/23 1. The broken web member on truss 1 has not been done correctly refer to page MII- Rep in the Mitek engineering packet. 2. Double girder trusses 14 and 25 have not been fastened together as per the specs. 7"o.c. at the top chord and 9" o.c. at the webs and bottom chord. Refer to truss engineering packet for more info. 3. As was listed at the prior inspection. The over framing rafter at the front entry and the garage. Hold down straps have not been fastened to the trusses below. 11/27/2023 - PREVIOUS INSPECTION NOTES Item 1 listed below has not been corrected. Unable to do the inspection. 11/15/2023 - PREVIOUS INSPECTION NOTES 1. Please have a full set of approved drawings onsite for all inspections. 2. A walk through of the building revealed. Multiple trusses missing hold down anchors. Locations to garage wall above side door. CMU wall above the slider. Right side wall straps not nailed. 3. Over framing hold down achors not nailed. Please check building throughly before reinspection to avoid fees. Full inspection still needed. 04-02-2024 Truss Number 1 web member fix requires a scab on boths sides of the broken web. Check for correction and ALL ROUGH inspection. | |||
| INSULATION | 06/11/2025 | Disapproved -FEE REQUIRED | CVANSTRAHLEN |
| Note: Inspector Notes from Inspection 2420 Please fix remain items before next inspection Please fix previous items for precious inspection and removed trash form yard #1- Fl approval sheet for windows and doors #2-FBC 3302.2-NEEDS DUMPSTER #3-FBC 3307.1 -NEEDS SILT FENCE PROPERLY INSTALLED #4- Need 2 points of security on exhausted bathroom flex #5- removed tras and mountain of dirt of front yard Inspector Notes from Inspection 2320 Inspector Notes from Inspection 2460 12/20/23 Truss Number 1 web member fix requires a scab on boths sides of the broken web. Check for correction and ALL ROUGH inspection. 11/30/2023 - PREVIOUS INSPECTION NOTES 11/30/23 1. The broken web member on truss 1 has not been done correctly refer to page MII- Rep in the Mitek engineering packet. 2. Double girder trusses 14 and 25 have not been fastened together as per the specs. 7"o.c. at the top chord and 9" o.c. at the webs and bottom chord. Refer to truss engineering packet for more info. 3. As was listed at the prior inspection. The over framing rafter at the front entry and the garage. Hold down straps have not been fastened to the trusses below. 11/27/2023 - PREVIOUS INSPECTION NOTES Item 1 listed below has not been corrected. Unable to do the inspection. 11/15/2023 - PREVIOUS INSPECTION NOTES 1. Please have a full set of approved drawings onsite for all inspections. 2. A walk through of the building revealed. Multiple trusses missing hold down anchors. Locations to garage wall above side door. CMU wall above the slider. Right side wall straps not nailed. 3. Over framing hold down achors not nailed. Please check building throughly before reinspection to avoid fees. Full inspection still needed. 04-02-2024 Truss Number 1 web member fix requires a scab on boths sides of the broken web. Check for correction and ALL ROUGH inspection. | |||
| ALL ROUGH | 05/28/2025 | APPROVED - AS NOTED | CVANSTRAHLEN |
| Note: Please fix remain items before next inspection #1- Fl approval sheet for windows and doors #2-Front window need to be fix #3-FBC 3302.2-NEEDS DUMPSTER #4-FBC 3307.1 -NEEDS SILT FENCE PROPERLY INSTALLED #5- Need 2 points of security on exhausted bathroom flex Inspector Notes from Inspection 2320 Inspector Notes from Inspection 2460 12/20/23 Truss Number 1 web member fix requires a scab on boths sides of the broken web. Check for correction and ALL ROUGH inspection. 11/30/2023 - PREVIOUS INSPECTION NOTES 11/30/23 1. The broken web member on truss 1 has not been done correctly refer to page MII- Rep in the Mitek engineering packet. 2. Double girder trusses 14 and 25 have not been fastened together as per the specs. 7"o.c. at the top chord and 9" o.c. at the webs and bottom chord. Refer to truss engineering packet for more info. 3. As was listed at the prior inspection. The over framing rafter at the front entry and the garage. Hold down straps have not been fastened to the trusses below. 11/27/2023 - PREVIOUS INSPECTION NOTES Item 1 listed below has not been corrected. Unable to do the inspection. 11/15/2023 - PREVIOUS INSPECTION NOTES 1. Please have a full set of approved drawings onsite for all inspections. 2. A walk through of the building revealed. Multiple trusses missing hold down anchors. Locations to garage wall above side door. CMU wall above the slider. Right side wall straps not nailed. 3. Over framing hold down achors not nailed. Please check building throughly before reinspection to avoid fees. Full inspection still needed. 04-02-2024 Truss Number 1 web member fix requires a scab on boths sides of the broken web. Check for correction and ALL ROUGH inspection. | |||
| ALL ROUGH | 05/27/2025 | CANCELLED BY APPLICANT | CVANSTRAHLEN |
| Note: cancelled by applicant by phone call 5/15/2025 - PREVIOUS INSPECTION NOTES Please fix items before next inspection #1-Plumbing is not completed #2-FBCR P2603.2.1 -NEEDS NAIL GUARD ON STUD < 1 1/4" - PROPERLY SIZE ( air vent pipes ) #3-Block trusses that are not straigh #4- Missing all bathrooms exhausted #5-FBCR P2503.7-NEEDS WATER TEST ON DWV - 5 FT HEAD PRESSURE ABOVE HIGHEST FIXTURE - FILL TUB TO OVERFLOW #6-FBCR P2503.5 -NEEDS PRESSURE TEST ON WATER LINES #7-Front window need to be fix #8-fix truss #1 used mitek pack repair guide Inspector Notes from Inspection 2320 Inspector Notes from Inspection 2460 12/20/23 Truss Number 1 web member fix requires a scab on boths sides of the broken web. Check for correction and ALL ROUGH inspection. 11/30/2023 - PREVIOUS INSPECTION NOTES 11/30/23 1. The broken web member on truss 1 has not been done correctly refer to page MII- Rep in the Mitek engineering packet. 2. Double girder trusses 14 and 25 have not been fastened together as per the specs. 7"o.c. at the top chord and 9" o.c. at the webs and bottom chord. Refer to truss engineering packet for more info. 3. As was listed at the prior inspection. The over framing rafter at the front entry and the garage. Hold down straps have not been fastened to the trusses below. 11/27/2023 - PREVIOUS INSPECTION NOTES Item 1 listed below has not been corrected. Unable to do the inspection. 11/15/2023 - PREVIOUS INSPECTION NOTES 1. Please have a full set of approved drawings onsite for all inspections. 2. A walk through of the building revealed. Multiple trusses missing hold down anchors. Locations to garage wall above side door. CMU wall above the slider. Right side wall straps not nailed. 3. Over framing hold down achors not nailed. Please check building throughly before reinspection to avoid fees. Full inspection still needed. 04-02-2024 Truss Number 1 web member fix requires a scab on boths sides of the broken web. Check for correction and ALL ROUGH inspection. | |||
| ALL ROUGH | 05/15/2025 | Disapproved -FEE REQUIRED | CVANSTRAHLEN |
| Note: *** NOTES ADDED BY CVANSTRAHLEN 5/15/2025 11:27:31 AM *** #9- please provided a FL Approval sheet #10-Please fix duct work for plenun , also need size mark on Please fix items before next inspection #1-Plumbing is not completed #2-FBCR P2603.2.1 -NEEDS NAIL GUARD ON STUD < 1 1/4" - PROPERLY SIZE ( air vent pipes ) #3-Block trusses that are not straigh #4- Missing all bathrooms exhausted #5-FBCR P2503.7-NEEDS WATER TEST ON DWV - 5 FT HEAD PRESSURE ABOVE HIGHEST FIXTURE - FILL TUB TO OVERFLOW #6-FBCR P2503.5 -NEEDS PRESSURE TEST ON WATER LINES #7-Front window need to be fix #8-fix truss #1 used mitek pack repair guide Inspector Notes from Inspection 2320 Inspector Notes from Inspection 2460 12/20/23 Truss Number 1 web member fix requires a scab on boths sides of the broken web. Check for correction and ALL ROUGH inspection. 11/30/2023 - PREVIOUS INSPECTION NOTES 11/30/23 1. The broken web member on truss 1 has not been done correctly refer to page MII- Rep in the Mitek engineering packet. 2. Double girder trusses 14 and 25 have not been fastened together as per the specs. 7"o.c. at the top chord and 9" o.c. at the webs and bottom chord. Refer to truss engineering packet for more info. 3. As was listed at the prior inspection. The over framing rafter at the front entry and the garage. Hold down straps have not been fastened to the trusses below. 11/27/2023 - PREVIOUS INSPECTION NOTES Item 1 listed below has not been corrected. Unable to do the inspection. 11/15/2023 - PREVIOUS INSPECTION NOTES 1. Please have a full set of approved drawings onsite for all inspections. 2. A walk through of the building revealed. Multiple trusses missing hold down anchors. Locations to garage wall above side door. CMU wall above the slider. Right side wall straps not nailed. 3. Over framing hold down achors not nailed. Please check building throughly before reinspection to avoid fees. Full inspection still needed. 04-02-2024 Truss Number 1 web member fix requires a scab on boths sides of the broken web. Check for correction and ALL ROUGH inspection. | |||
| LATH/BRICK/ WATER BARRIER | 04/02/2024 | APPROVED - AS NOTED | AGAETANO |
| Note: Inspector Notes from Inspection 2460 12/20/23 Truss Number 1 web member fix requires a scab on boths sides of the broken web. Check for correction and ALL ROUGH inspection. 11/30/2023 - PREVIOUS INSPECTION NOTES 11/30/23 1. The broken web member on truss 1 has not been done correctly refer to page MII- Rep in the Mitek engineering packet. 2. Double girder trusses 14 and 25 have not been fastened together as per the specs. 7"o.c. at the top chord and 9" o.c. at the webs and bottom chord. Refer to truss engineering packet for more info. 3. As was listed at the prior inspection. The over framing rafter at the front entry and the garage. Hold down straps have not been fastened to the trusses below. 11/27/2023 - PREVIOUS INSPECTION NOTES Item 1 listed below has not been corrected. Unable to do the inspection. 11/15/2023 - PREVIOUS INSPECTION NOTES 1. Please have a full set of approved drawings onsite for all inspections. 2. A walk through of the building revealed. Multiple trusses missing hold down anchors. Locations to garage wall above side door. CMU wall above the slider. Right side wall straps not nailed. 3. Over framing hold down achors not nailed. Please check building throughly before reinspection to avoid fees. Full inspection still needed. 04-02-2024 Truss Number 1 web member fix requires a scab on boths sides of the broken web. Check for correction and ALL ROUGH inspection. | |||
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 12/20/2023 | APPROVED - AS NOTED | JWALKER |
| Note: 12/20/23 Truss Number 1 web member fix requires a scab on boths sides of the broken web. Check for correction and ALL ROUGH inspection. 11/30/2023 - PREVIOUS INSPECTION NOTES 11/30/23 1. The broken web member on truss 1 has not been done correctly refer to page MII- Rep in the Mitek engineering packet. 2. Double girder trusses 14 and 25 have not been fastened together as per the specs. 7"o.c. at the top chord and 9" o.c. at the webs and bottom chord. Refer to truss engineering packet for more info. 3. As was listed at the prior inspection. The over framing rafter at the front entry and the garage. Hold down straps have not been fastened to the trusses below. 11/27/2023 - PREVIOUS INSPECTION NOTES Item 1 listed below has not been corrected. Unable to do the inspection. 11/15/2023 - PREVIOUS INSPECTION NOTES 1. Please have a full set of approved drawings onsite for all inspections. 2. A walk through of the building revealed. Multiple trusses missing hold down anchors. Locations to garage wall above side door. CMU wall above the slider. Right side wall straps not nailed. 3. Over framing hold down achors not nailed. Please check building throughly before reinspection to avoid fees. Full inspection still needed. | |||
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 11/30/2023 | Disapproved -FEE REQUIRED | JWALKER |
| Note: 11/30/23 1. The broken web member on truss 1 has not been done correctly refer to page MII- Rep in the Mitek engineering packet. 2. Double girder trusses 14 and 25 have not been fastened together as per the specs. 7"o.c. at the top chord and 9" o.c. at the webs and bottom chord. Refer to truss engineering packet for more info. 3. As was listed at the prior inspection. The over framing rafter at the front entry and the garage. Hold down straps have not been fastened to the trusses below. 4. Truss 25 missing a hold down anchor right side CMU wall. 11/27/2023 - PREVIOUS INSPECTION NOTES Item 1 listed below has not been corrected. Unable to do the inspection. 11/15/2023 - PREVIOUS INSPECTION NOTES 1. Please have a full set of approved drawings onsite for all inspections. 2. A walk through of the building revealed. Multiple trusses missing hold down anchors. Locations to garage wall above side door. CMU wall above the slider. Right side wall straps not nailed. 3. Over framing hold down achors not nailed. Please check building throughly before reinspection to avoid fees. Full inspection still needed. | |||
| ROOF VALLEY & METAL | 11/27/2023 | APPROVED | JWALKER |
| Note: 11/15/2023 - PREVIOUS INSPECTION NOTES Rear wall. Left side of the slider at the corner of the CMU wall. Above is an area that will required overframing. A rafter will need to be installed and anchored. Maximum spacing of roof truss members to support sheating is 24". WFCM | |||
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 11/27/2023 | Disapproved -FEE REQUIRED | JWALKER |
| Note: Item 1 listed below has not been corrected. Unable to do the inspection. 11/15/2023 - PREVIOUS INSPECTION NOTES 1. Please have a full set of approved drawings onsite for all inspections. 2. A walk through of the building revealed. Multiple trusses missing hold down anchors. Locations to garage wall above side door. CMU wall above the slider. Right side wall straps not nailed. 3. Over framing hold down achors not nailed. Please check building throughly before reinspection to avoid fees. Full inspection still needed. | |||
| ROOF VALLEY & METAL | 11/15/2023 | Disapproved - NO FEE | JWALKER |
| Note: Rear wall. Left side of the slider at the corner of the CMU wall. Above is an area that will required overframing. A rafter will need to be installed and anchored. Maximum spacing of roof truss members to support sheating is 24". WFCM | |||
| WALL SHEATHING | 11/15/2023 | APPROVED | JWALKER |
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 11/15/2023 | Disapproved -FEE REQUIRED | JWALKER |
| Note: 1. Please have a full set of approved drawings onsite for all inspections. 2. A walk through of the building revealed. Multiple trusses missing hold down anchors. Locations to garage wall above side door. CMU wall above the slider. Right side wall straps not nailed. 3. Over framing hold down achors not nailed. Please check building throughly before reinspection to avoid fees. Full inspection still needed. | |||
| FOUND SURVEY APPROVED (OFFICE) | 11/14/2023 | APPROVED | TBAKER |
| TIE BEAM / LINTEL | 05/19/2023 | APPROVED | KSANDOE |
| MONOLITHIC SLAB | 04/05/2023 | APPROVED | JWALKER |
| Note: 3/24/2023 - PREVIOUS INSPECTION NOTES 1. Remove the root from the right side back footing. Marked the print of the location. 2. The F-5 footings are to be 16" deep. 3. Install UFER groung back side of garage. 4. Rear columns X3 missing vertiacal rebar. 5. The slab is to be a minimum of 4" deep. Remove excess soil and tamp. Test string lines have been left in place. Please reinstall test lines after slab is corrected. | |||
| MONOLITHIC SLAB | 03/24/2023 | Disapproved - NO FEE | JWALKER |
| Note: 1. Remove the root from the right side back footing. Marked the print of the location. 2. The F-5 footings are to be 16" deep. 3. Install UFER groung back side of garage. 4. Rear columns X3 missing vertiacal rebar. 5. The slab is to be a minimum of 4" deep. Remove excess soil and tamp. Test string lines have been left in place. Please reinstall test lines after slab is corrected. | |||
| PLUMBING 1ST ROUGH UNDERGROUND | 03/06/2023 | APPROVED - AS NOTED | MGIBSON |
| Note: NEED PORTABLE RESTROOM BY SLABINSPECTION | |||
| GRAVITY SEWER TEST | 03/06/2023 | Disapproved - NO FEE | MGIBSON |
| Note: SEWER NOT RAN YET | |||
| WATER METER INSTALLATION REQUEST | 01/09/2023 | APPROVED | CSTONE |
| ROW - FINAL APRON (AFTER POUR) | |||
| U - SEWER TIE IN | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | |||
| ROW FIELD SURVEY /GRADING CERTIFICATION | |||
| ROW - STORMWATER FINAL | |||
| U -UTILITY RESIDENTIAL FINAL | |||
| BLD - BUILDING FINAL | |||
| U-CROSS CONNECTION | |||
| GRAVITY SEWER TEST | |||
| Note: 3/6/2023 - PREVIOUS INSPECTION NOTES SEWER NOT RAN YET |
Review History
| Department | Status | Date In | Date Out |
| BADMIN | COMPLETE | 04/25/2025 | 04/25/2025 |
| Note: Released By: LIBBY RAYBURN - - LRAYBURN@PALMCOASTGOV.COM | |||
| BLD | COMPLETE | 04/25/2025 | 04/30/2025 |
| Note: Released By: PETER KNAPIK - (386)986-3783 - PKNAPIK@PALMCOASTGOV.COM | |||
| MECH | COMPLETE | 04/25/2025 | 04/28/2025 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| BADMIN | HOLD | 04/16/2025 | 04/17/2025 |
| Note: Held By: BARBIE BEMBRY - (386)986-3780 - BUILDINGDIVISION@PALMCOASTGOV.COM Plans and documents will be required for submittal to meet the current Building Code. | |||
| ENGIN1 | COMPLETE | 11/13/2023 | 11/14/2023 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 11/13/2023 | 11/13/2023 |
| Note: Released By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM | |||
| ZON | HOLD | 12/07/2022 | 12/07/2022 |
| Note: Held By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM Please bring in the original right of way agreement for recording | |||
| ZON | COMPLETE | 12/07/2022 | 12/07/2022 |
| Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM | |||
| ZON | HOLD | 12/05/2022 | 12/06/2022 |
| Note: Held By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM Must have a minimum of 8 shrubs in front and four shrubs along each front side wrapping corners. Crotons are not credited foundation plantings. These do not count toward the required 16 foundation plantings. The trust is under a Dmitry but on the right of way agreement it is signed by Dima. These must match the way the trust is signed and it must be notarized that way. Please include the signature page of the trust for us to verify. | |||
| BLD | COMPLETE | 12/05/2022 | 12/06/2022 |
| Note: Released By: HAROLD ALLEN - (386)986-2357 - HALLEN@PALMCOASTGOV.COM | |||
| ELEC | COMPLETE | 11/28/2022 | 11/29/2022 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| ZON | HOLD | 11/28/2022 | 11/28/2022 |
| Note: Held By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM Must have a minimum of 8 shrubs in front and four shrubs along each side wrapping corners. These must be at least 3 gallon. The one gallon shrubs and crotons are not credited foundation plantings. These must be planted. The way you are showing it looks like some will be on concrete. There must be a space for the foundation plantings. Please show this on site and landscape plans. This is in a trust please provide us the first couple pages of the trust so we can verify the wording and the authorized signer are correct on the right of way agreement. | |||
| MECH | COMPLETE | 11/28/2022 | 11/29/2022 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| BLD | HOLD | 11/28/2022 | 12/02/2022 |
| Note: Held By: HAROLD ALLEN - (386)986-2357 - HALLEN@PALMCOASTGOV.COM All comments below per the 2020 Florida Building Code 1. Product Approval Specification Sheet; a. Properly identify ALL Florida Product Approval Number (i.e. 742.#); there are various types of approved doors under these numbers provided. Per F.S. 471.025 and F.A.C. 61 G15-23.005. 2. OK | |||
| BLD | HOLD | 10/19/2022 | 10/24/2022 |
| Note: Held By: HAROLD ALLEN - (386)986-2357 - HALLEN@PALMCOASTGOV.COM All comments below per the 2020 Florida Building Code 1. Product Approval Specification Sheet; a. Properly identify ALL Florida Product Approval Number (i.e. 742.#); there are various types of approved doors under these numbers provided. Per F.S. 471.025 and F.A.C. 61 G15-23.005. 2. Provide a updated City of Palm Coast Roofing Worksheet. | |||
| CUSVC | COMPLETE | 10/19/2022 | 10/20/2022 |
| Note: Released By: HALEIGH HAND - - | |||
| ELEC | HOLD | 10/19/2022 | 10/19/2022 |
| Note: Held By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM Need correct outlet spacing in bed 3 and 4. NEC 2017 210.52 | |||
| ENGIN1 | COMPLETE | 10/19/2022 | 10/19/2022 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| LOCATE | COMPLETE | 10/19/2022 | 10/24/2022 |
| Note: Released By: CANDACE STONE - - CSTONE@PALMCOASTGOV.COM | |||
| MECH | HOLD | 10/19/2022 | 10/20/2022 |
| Note: Held By: CHRIS PISCITELLI - (386)986-3782 - CPISCITELLI@PALMCOASTGOV.COM Energy Calcs need to be signed by the builder per 107.1 FBC Residential 2020 7th edition | |||
| SW1 | COMPLETE | 10/19/2022 | 10/26/2022 |
| Note: Released By: ROBERT GROSS - (386)986-4769 - RGROSS@PALMCOASTGOV.COM | |||
| ZON | HOLD | 10/19/2022 | 10/20/2022 |
| Note: Held By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM Must have four shrubs along each side wrapping corners. These must be at least 3 gallon the one gallon shrubs do not count. Please provide an electronic copy of a right of way agreement signed by owners and notarized for paver driveway. Once approved we will ask that the original be turned in for recording. Site plan and landscape plan layout of front entry and driveway/walkway do not match. | |||
| SWALE | COMPLETE | 10/19/2022 | 02/28/2023 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM |
Fees & Payments
(Permit is not ready for pickup until the permit has been processed and fees appear)
| Description | Amount Due | Date Paid |
| INSPECTION - RESIDENTIAL | ¤899.25 | 05/01/2025 |
| PLAN REVIEW - RESIDENTIAL | ¤255.06 | 05/01/2025 |
| REINSPECTION RESIDENTIAL | ¤40.00 | 05/01/2025 |
| REINSPECTION RESIDENTIAL | ¤40.00 | 05/01/2025 |
| REINSPECTION RESIDENTIAL | ¤40.00 | 05/01/2025 |
| SURCHARGE FS 533.721 | ¤10.66 | 05/01/2025 |
| SURCHARGE - FS 468.631 | ¤15.99 | 05/01/2025 |
| SW ENG - FOUNDATION SURVEY | ¤20.00 | 05/01/2025 |
| SW ENG INSPECTION 80 | ¤80.00 | 05/01/2025 |
| SW ENG PRE APRON | ¤30.00 | 05/01/2025 |
| SW ENG - REVIEW 20 | ¤20.00 | 05/01/2025 |
| SW ENG RES REVIEW 200 | ¤200.00 | 05/01/2025 |
| SITE PLAN 30 | ¤30.00 | 05/01/2025 |
| ADJUSTMENT 10% | (¤118.43) | 05/01/2025 |
| ADMINISTRATIVE RESIDENTIAL | ¤30.00 | 05/01/2025 |
| EXTENSION | ¤40.00 | |
| REINSPECTION RESIDENTIAL | ¤40.00 | |
| REINSPECTION RESIDENTIAL | ¤40.00 | |
| REINSPECTION RESIDENTIAL | ¤40.00 | |
| RSI REINSPECTION 1 | ¤35.00 | |
| RSI REINSPECTION 1 | ¤35.00 | |
| Fees | Total Due: ¤230.00 | Total Paid: ¤1,592.53 |