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Permit #2021070955
Permit Details
Status: COED
| Parcel Id: 29-10-31-5540-00000-0270 |
| CONDITIONED SPACE: 3424 sqft |
| GARAGE: 900 sqft |
| OPENED PORCH (WITH ROOF) : 990 sqft |
| OPENED PORCH (WITH ROOF) : 146 sqft |
| Total Square Footage: 5460 sqft |
| Block: 00000 |
| Subdivision: 1005 - SANCTUARY SUBDIVISION |
| Job Phone: (386) 446-5850 |
| Location Address: 48 OLD OAK DR S |
| Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY |
| Issue Date: 12/17/2021 |
| NOC: RECORDED |
| Applicant name: CHARLES DALLAS RINEK |
| Owner: ERDAHL BRIAN J & KAREN M H&W |
|
Address 125 S RIVERWALK DRIVE PALM COAST, FL 32137 |
| Lot: 0270 |
| Contracted Stated Job Value: ¤850,000.00 |
| Job Description: SINGLE FAMILY RESIDENCE |
| Type: CN |
Contractor
CHARLES RINEK CONSTRUCTION, INC.
| Status | Location Address | State License Number | Phone | Fax |
| ACTIVE |
P. O. Box 352502 Palm Coast, FL 32137 |
CGC046080 (Exp: 08/31/2026) | (386) 446-5850 | (386)445-9992 |
Sub Contractors
SHAWN MICHAEL HISS
| Status | Location Address | State License Number | Phone |
| ACTIVE |
1315 LPGA BLVD HOLLY HILL, FL 32117 |
CAC1813585 (Exp: 08/31/2026) | (386)672-8688 |
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 |
PHILIP ALAN KENOVICH
| Status | Location Address | State License Number | Phone |
| ACTIVE |
P.O. BOX 1470 HOLLY HILL, FL 32117 |
LG270 (Exp: 08/31/2026) | (386)672-2507 |
ERIC FRANCO
| Status | Location Address | Mailing Address | State License Number | Phone |
| INACTIVE |
840 DELTONA BLVD DELTONA, FL 32725 |
STE F2 DELTONA, FL 32725 |
CCC1327280 (Exp: 08/31/2026) | 386-575-4007 |
ROBERT J CATES
| Status | Location Address | State License Number | Phone |
| INACTIVE |
400 NORTH US HIGHWAY 1 ORMOND BEACH, FL 32174 |
EC13003957 (Exp: 08/31/2026) | 386-672-8494 |
Inspection History
| Type | Request Date | Result | Inspector |
| BLD - BUILDING FINAL | 11/16/2023 | FINAL APPROVED | AGAETANO |
| Note: 11/15/2023 - PREVIOUS INSPECTION NOTES 11/9/2023 - PREVIOUS INSPECTION NOTES 11-9-2023 1. D.W. cannot be connected to countertop kitchen circuit. 2. Generac panels and generator not listed on electrical diagram. 3. AHU #2 not listed on drawings. 4. Bonding wire not connected - see Gas Final notes. 11-15-2023 AHU #2 needs working space and access to unit. M1305.1.3 M1305.1 . Please confirm AHU model number and breaker size at next inspection. | |||
| BLD - BUILDING FINAL | 11/15/2023 | Disapproved - NO FEE | AGAETANO |
| Note: 11/9/2023 - PREVIOUS INSPECTION NOTES 11-9-2023 1. D.W. cannot be connected to countertop kitchen circuit. 2. Generac panels and generator not listed on electrical diagram. 3. AHU #2 not listed on drawings. 4. Bonding wire not connected - see Gas Final notes. 11-15-2023 AHU #2 needs working space and access to unit. M1305.1.3 M1305.1 . Please confirm AHU model number and breaker size at next inspection. | |||
| GAS FINAL | 11/15/2023 | FINAL APPROVED | AGAETANO |
| Note: 11/9/2023 - PREVIOUS INSPECTION NOTES 11-9-2023 Bonding wire not connected. | |||
| GAS FINAL | 11/09/2023 | Disapproved - NO FEE | AGAETANO |
| Note: 11-9-2023 Bonding wire not connected. | |||
| BLD - BUILDING FINAL | 11/09/2023 | Disapproved - NO FEE | AGAETANO |
| Note: 11-9-2023 1. D.W. cannot be connected to countertop kitchen circuit. 2. Generac panels and generator not listed on electrical diagram. 3. AHU #2 not listed on drawings. Need to confirm AHU #2 Calcs. 4. Bonding wire not connected - see Gas Final notes. | |||
| ROW - STORMWATER FINAL | 11/09/2023 | APPROVED - AS NOTED | GBERTOLA |
| Note: 11/9/23= CORRECTION WERE MADE 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. THIS INCLUDES BUT IS NOT LIMITED TO THE CULVERT PIPE ELEVATION FROM THE TIME OF THE INSPECTION APPROVAL TO THE CONCRETE POUR. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 11/6/2023 - PREVIOUS INSPECTION NOTES ** 11/06/23 CORRECTIONS STILL REQUIRED ** LEFT SIDE FRONT PROPERTY LINE NEED TO ADD SOD SEE WHITE PAINT HIGH LIGHTED AREA ** LEFT AND RIGHT REAR NEED TO REMOVE THE BARK MULCH AND PLANTS FROM THE DRAINAGE CONVEYANCE ** RIGHT REAR DRAINAGE DITCH NEED TO SOD BARE EARTH ALONG PROPERTY LINE AND REMOVE THE BARK MULCH FROM DRAINAGE CONVEYANCE RIGHT FRONT ______________________________________________________________________________________________________________________ Inspector Notes from Inspection 9465 ** 10/30/23 BEFORE ROW STORMWATER FINAL IS APPROVED ** LEFT SIDE FRONT PROPERTY LINE NEED TO ADD SOD SEE WHITE PAINT HIGH LIGHTED AREA ** LEFT AND RIGHT REAR NEED TO REMOVE THE BARK MULCH AND PLANTS FROM THE DRAINAGE CONVEYANCE ** LEFT REAR IN DRAINAGE DITCH AT PROPERTY LINE NEED TO REMOVE THE HIGH SPOT ** RIGHT REAR DRAINAGE DITCH NEED TO SOD BARE EARTH ALONG PROPERTY LINE AND REMOVE THE BARK MULCH FROM DRAINAGE CONVEYANCE NOTE HIGH LIGHTED AREAS WITH WHITE PAINT ** RIGHT SIDE PROPERTY LINE AT A/C PAD AND GENERATOR NEED TO REMOVE HIGH SPOT HIGH LIGHTED WITH WHITE PAINT ________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9270 ** READY TO SET PAVERS ____________________________________________________________________________________________________________________ 9/20/2023 - PREVIOUS INSPECTION NOTES ** 09/20/23 DRIVEWAY NOT READY PAVER BASE IS TOO LOOSE WHEN CHECKING COMPACTING WITH PROBE BAR BASE MATERIAL CAVES IN AROUND ITSELF, NEEDS MORE COMPACTION TO ENSURE STABILITY OF PAVERS _______________________________________________________________________________________________________________________ New inspection due to canceled inspection 6/9/2023 10:45:50 AM- PREVIOUS INSPECTION NOTES ** 06/09/23 READY TO POUR APRON AND PAVER RESTRAINTS **Sec.900.04C Residential driveways shall be constructed using material with a minimum of three thousand pounds (3,000 Ibs.) per square inch with Fiber or wire mesh. ** SCHEDULE NEXT PRE-POUR INSPECTION ONCE PAVER BASE HAS BEEN SPREAD AND COMPACTED ** DO NOT SET ANY PAVERS UNTIL THE NEXT PRE-POUR INSPECTION HAS BEEN APPROVED ___________________________________________________________________________________________________ ** 06/08/23 BUILDER NEEDS TO SUBMIT A RESIDENTIAL PAVER RESTRAINT DETAIL PLAN FOR DRIVEWAY | |||
| U -UTILITY RESIDENTIAL FINAL | 11/06/2023 | FINAL APPROVED | DHANEY |
| ROW - STORMWATER FINAL | 11/06/2023 | Disapproved -FEE REQUIRED | EMADISON |
| Note: ** 11/06/23 CORRECTIONS STILL REQUIRED ** LEFT SIDE FRONT PROPERTY LINE NEED TO ADD SOD SEE WHITE PAINT HIGH LIGHTED AREA ** LEFT AND RIGHT REAR NEED TO REMOVE THE BARK MULCH AND PLANTS FROM THE DRAINAGE CONVEYANCE ** RIGHT REAR DRAINAGE DITCH NEED TO SOD BARE EARTH ALONG PROPERTY LINE AND REMOVE THE BARK MULCH FROM DRAINAGE CONVEYANCE RIGHT FRONT ______________________________________________________________________________________________________________________ Inspector Notes from Inspection 9465 ** 10/30/23 BEFORE ROW STORMWATER FINAL IS APPROVED ** LEFT SIDE FRONT PROPERTY LINE NEED TO ADD SOD SEE WHITE PAINT HIGH LIGHTED AREA ** LEFT AND RIGHT REAR NEED TO REMOVE THE BARK MULCH AND PLANTS FROM THE DRAINAGE CONVEYANCE ** LEFT REAR IN DRAINAGE DITCH AT PROPERTY LINE NEED TO REMOVE THE HIGH SPOT ** RIGHT REAR DRAINAGE DITCH NEED TO SOD BARE EARTH ALONG PROPERTY LINE AND REMOVE THE BARK MULCH FROM DRAINAGE CONVEYANCE NOTE HIGH LIGHTED AREAS WITH WHITE PAINT ** RIGHT SIDE PROPERTY LINE AT A/C PAD AND GENERATOR NEED TO REMOVE HIGH SPOT HIGH LIGHTED WITH WHITE PAINT ________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9270 ** READY TO SET PAVERS ____________________________________________________________________________________________________________________ 9/20/2023 - PREVIOUS INSPECTION NOTES ** 09/20/23 DRIVEWAY NOT READY PAVER BASE IS TOO LOOSE WHEN CHECKING COMPACTING WITH PROBE BAR BASE MATERIAL CAVES IN AROUND ITSELF, NEEDS MORE COMPACTION TO ENSURE STABILITY OF PAVERS _______________________________________________________________________________________________________________________ New inspection due to canceled inspection 6/9/2023 10:45:50 AM- PREVIOUS INSPECTION NOTES ** 06/09/23 READY TO POUR APRON AND PAVER RESTRAINTS **Sec.900.04C Residential driveways shall be constructed using material with a minimum of three thousand pounds (3,000 Ibs.) per square inch with Fiber or wire mesh. ** SCHEDULE NEXT PRE-POUR INSPECTION ONCE PAVER BASE HAS BEEN SPREAD AND COMPACTED ** DO NOT SET ANY PAVERS UNTIL THE NEXT PRE-POUR INSPECTION HAS BEEN APPROVED ___________________________________________________________________________________________________ ** 06/08/23 BUILDER NEEDS TO SUBMIT A RESIDENTIAL PAVER RESTRAINT DETAIL PLAN FOR DRIVEWAY | |||
| ROW - FINAL APRON (AFTER POUR) | 11/06/2023 | APPROVED | EMADISON |
| Note: ** 10/30/23 BEFORE ROW STORMWATER FINAL IS APPROVED ** LEFT SIDE FRONT PROPERTY LINE NEED TO ADD SOD SEE WHITE PAINT HIGH LIGHTED AREA ** LEFT AND RIGHT REAR NEED TO REMOVE THE BARK MULCH AND PLANTS FROM THE DRAINAGE CONVEYANCE ** LEFT REAR IN DRAINAGE DITCH AT PROPERTY LINE NEED TO REMOVE THE HIGH SPOT ** RIGHT REAR DRAINAGE DITCH NEED TO SOD BARE EARTH ALONG PROPERTY LINE AND REMOVE THE BARK MULCH FROM DRAINAGE CONVEYANCE RIGHT FRONT NOTE HIGH LIGHTED AREAS WITH WHITE PAINT ** RIGHT SIDE PROPERTY LINE AT A/C PAD AND GENERATOR NEED TO REMOVE HIGH SPOT HIGH LIGHTED WITH WHITE PAINT ________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9270 ** READY TO SET PAVERS ____________________________________________________________________________________________________________________ 9/20/2023 - PREVIOUS INSPECTION NOTES ** 09/20/23 DRIVEWAY NOT READY PAVER BASE IS TOO LOOSE WHEN CHECKING COMPACTING WITH PROBE BAR BASE MATERIAL CAVES IN AROUND ITSELF, NEEDS MORE COMPACTION TO ENSURE STABILITY OF PAVERS _______________________________________________________________________________________________________________________ New inspection due to canceled inspection 6/9/2023 10:45:50 AM- PREVIOUS INSPECTION NOTES ** 06/09/23 READY TO POUR APRON AND PAVER RESTRAINTS **Sec.900.04C Residential driveways shall be constructed using material with a minimum of three thousand pounds (3,000 Ibs.) per square inch with Fiber or wire mesh. ** SCHEDULE NEXT PRE-POUR INSPECTION ONCE PAVER BASE HAS BEEN SPREAD AND COMPACTED ** DO NOT SET ANY PAVERS UNTIL THE NEXT PRE-POUR INSPECTION HAS BEEN APPROVED ___________________________________________________________________________________________________ ** 06/08/23 BUILDER NEEDS TO SUBMIT A RESIDENTIAL PAVER RESTRAINT DETAIL PLAN FOR DRIVEWAY | |||
| BLD - BUILDING FINAL | 11/06/2023 | CANCELLED BY APPLICANT | WEB |
| U-CROSS CONNECTION | 11/06/2023 | APPROVED | DHANEY |
| WALL SHEATHING | 11/06/2023 | APPROVED | AGAETANO |
| FINAL SURVEY (OFFICE USE ONLY) | 10/30/2023 | APPROVED | EMADISON |
| ROW FIELD SURVEY /GRADING CERTIFICATION | 10/30/2023 | APPROVED - AS NOTED | EMADISON |
| Note: ** 10/30/23 BEFORE ROW STORMWATER FINAL IS APPROVED ** LEFT SIDE FRONT PROPERTY LINE NEED TO ADD SOD SEE WHITE PAINT HIGH LIGHTED AREA ** LEFT AND RIGHT REAR NEED TO REMOVE THE BARK MULCH AND PLANTS FROM THE DRAINAGE CONVEYANCE ** LEFT REAR IN DRAINAGE DITCH AT PROPERTY LINE NEED TO REMOVE THE HIGH SPOT ** RIGHT REAR DRAINAGE DITCH NEED TO SOD BARE EARTH ALONG PROPERTY LINE AND REMOVE THE BARK MULCH FROM DRAINAGE CONVEYANCE RIGHT FRONT NOTE HIGH LIGHTED AREAS WITH WHITE PAINT ** RIGHT SIDE PROPERTY LINE AT A/C PAD AND GENERATOR NEED TO REMOVE HIGH SPOT HIGH LIGHTED WITH WHITE PAINT ________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9270 ** READY TO SET PAVERS ____________________________________________________________________________________________________________________ 9/20/2023 - PREVIOUS INSPECTION NOTES ** 09/20/23 DRIVEWAY NOT READY PAVER BASE IS TOO LOOSE WHEN CHECKING COMPACTING WITH PROBE BAR BASE MATERIAL CAVES IN AROUND ITSELF, NEEDS MORE COMPACTION TO ENSURE STABILITY OF PAVERS _______________________________________________________________________________________________________________________ New inspection due to canceled inspection 6/9/2023 10:45:50 AM- PREVIOUS INSPECTION NOTES ** 06/09/23 READY TO POUR APRON AND PAVER RESTRAINTS **Sec.900.04C Residential driveways shall be constructed using material with a minimum of three thousand pounds (3,000 Ibs.) per square inch with Fiber or wire mesh. ** SCHEDULE NEXT PRE-POUR INSPECTION ONCE PAVER BASE HAS BEEN SPREAD AND COMPACTED ** DO NOT SET ANY PAVERS UNTIL THE NEXT PRE-POUR INSPECTION HAS BEEN APPROVED ___________________________________________________________________________________________________ ** 06/08/23 BUILDER NEEDS TO SUBMIT A RESIDENTIAL PAVER RESTRAINT DETAIL PLAN FOR DRIVEWAY | |||
| ROW- PRE-APRON (PRE-POUR) | 09/21/2023 | APPROVED - AS NOTED | EMADISON |
| Note: ** READY TO SET PAVERS ____________________________________________________________________________________________________________________ 9/20/2023 - PREVIOUS INSPECTION NOTES ** 09/20/23 DRIVEWAY NOT READY PAVER BASE IS TOO LOOSE WHEN CHECKING COMPACTING WITH PROBE BAR BASE MATERIAL CAVES IN AROUND ITSELF, NEEDS MORE COMPACTION TO ENSURE STABILITY OF PAVERS _______________________________________________________________________________________________________________________ New inspection due to canceled inspection 6/9/2023 10:45:50 AM- PREVIOUS INSPECTION NOTES ** 06/09/23 READY TO POUR APRON AND PAVER RESTRAINTS **Sec.900.04C Residential driveways shall be constructed using material with a minimum of three thousand pounds (3,000 Ibs.) per square inch with Fiber or wire mesh. ** SCHEDULE NEXT PRE-POUR INSPECTION ONCE PAVER BASE HAS BEEN SPREAD AND COMPACTED ** DO NOT SET ANY PAVERS UNTIL THE NEXT PRE-POUR INSPECTION HAS BEEN APPROVED ___________________________________________________________________________________________________ ** 06/08/23 BUILDER NEEDS TO SUBMIT A RESIDENTIAL PAVER RESTRAINT DETAIL PLAN FOR DRIVEWAY | |||
| ROW- PRE-APRON (PRE-POUR) | 09/20/2023 | Disapproved -FEE REQUIRED | EMADISON |
| Note: ** 09/20/23 DRIVEWAY NOT READY PAVER BASE IS TOO LOOSE WHEN CHECKING COMPACTING WITH PROBE BAR BASE MATERIAL CAVES IN AROUND ITSELF, NEEDS MORE COMPACTION TO ENSURE STABILITY OF PAVERS ** SEE ATTACHED PHOTOS _______________________________________________________________________________________________________________________ New inspection due to canceled inspection 6/9/2023 10:45:50 AM- PREVIOUS INSPECTION NOTES ** 06/09/23 READY TO POUR APRON AND PAVER RESTRAINTS **Sec.900.04C Residential driveways shall be constructed using material with a minimum of three thousand pounds (3,000 Ibs.) per square inch with Fiber or wire mesh. ** SCHEDULE NEXT PRE-POUR INSPECTION ONCE PAVER BASE HAS BEEN SPREAD AND COMPACTED ** DO NOT SET ANY PAVERS UNTIL THE NEXT PRE-POUR INSPECTION HAS BEEN APPROVED ___________________________________________________________________________________________________ ** 06/08/23 BUILDER NEEDS TO SUBMIT A RESIDENTIAL PAVER RESTRAINT DETAIL PLAN FOR DRIVEWAY | |||
| ROW- PRE-APRON (PRE-POUR) | 09/12/2023 | CANCELLED BY APPLICANT | WEB |
| Note: 6/9/2023 10:45:50 AM- PREVIOUS INSPECTION NOTES ** 06/09/23 READY TO POUR APRON AND PAVER RESTRAINTS **Sec.900.04C Residential driveways shall be constructed using material with a minimum of three thousand pounds (3,000 Ibs.) per square inch with Fiber or wire mesh. ** SCHEDULE NEXT PRE-POUR INSPECTION ONCE PAVER BASE HAS BEEN SPREAD AND COMPACTED ** DO NOT SET ANY PAVERS UNTIL THE NEXT PRE-POUR INSPECTION HAS BEEN APPROVED ___________________________________________________________________________________________________ ** 06/08/23 BUILDER NEEDS TO SUBMIT A RESIDENTIAL PAVER RESTRAINT DETAIL PLAN FOR DRIVEWAY | |||
| GRAVITY SEWER TEST | 06/12/2023 | APPROVED - AS NOTED | MGIBSON |
| Note: THIS WAS AVIRTUAL INSPECTION | |||
| U - SEWER TIE IN | 06/12/2023 | APPROVED - AS NOTED | MGIBSON |
| Note: THIS WAS A VIRTUAL INSPECTION | |||
| ROW- PAVER RESTRAINTS | 06/09/2023 | APPROVED | EMADISON |
| Note: ** 06/09/23 READY TO POUR APRON AND PAVER RESTRAINTS **Sec.900.04C Residential driveways shall be constructed using material with a minimum of three thousand pounds (3,000 Ibs.) per square inch with Fiber or wire mesh. | |||
| ROW- PRE-APRON (PRE-POUR) | 06/09/2023 | PARTIALLY APPROVED | EMADISON |
| Note: ** 06/09/23 READY TO POUR APRON AND PAVER RESTRAINTS **Sec.900.04C Residential driveways shall be constructed using material with a minimum of three thousand pounds (3,000 Ibs.) per square inch with Fiber or wire mesh. ** SCHEDULE NEXT PRE-POUR INSPECTION ONCE PAVER BASE HAS BEEN SPREAD AND COMPACTED ** DO NOT SET ANY PAVERS UNTIL THE NEXT PRE-POUR INSPECTION HAS BEEN APPROVED ___________________________________________________________________________________________________ ** 06/08/23 BUILDER NEEDS TO SUBMIT A RESIDENTIAL PAVER RESTRAINT DETAIL PLAN FOR DRIVEWAY | |||
| ELECTRIC - EARLY POWER | 05/22/2023 | CANCELLED BY APPLICANT | WEB |
| ELECTRIC - EARLY POWER | 05/22/2023 | APPROVED - AS NOTED | AGAETANO |
| Note: 05-22-2023 FPL notified at 12:18pm | |||
| LATH/BRICK/ WATER BARRIER | 03/23/2023 | APPROVED | TSTAUFFACHER |
| WINDOW NAILING | 03/23/2023 | APPROVED | TSTAUFFACHER |
| INSULATION | 03/07/2023 | APPROVED | AGAETANO |
| Note: Inspector Notes from Inspection 2420 1. A2 Floor plan and A3 note E states 6 x 6 PT. 6 X 6 Paralam installed. Please revise drawings to indicate changes made including the top connections. Please submit to the building department. Check at next inspection. 02-06-2023 1. Above revision has not been addressed. Please submit and have on site by final. 2. No service. Check at early power. 3. Window nailng will be added for two over entry door. | |||
| INSULATION | 03/03/2023 | Disapproved - NO FEE | TSTAUFFACHER |
| Note: 03/03/2023 Missng fire foam at electric panel Missing fire foam at fire block on stairs Need fire foam at double wall at entry between top plates (left side of entry door) | |||
| ALL ROUGH | 02/06/2023 | APPROVED - AS NOTED | AGAETANO |
| Note: 1. A2 Floor plan and A3 note E states 6 x 6 PT. 6 X 6 Paralam installed. Please revise drawings to indicate changes made including the top connections. Please submit to the building department. Check at next inspection. 02-06-2023 1. Above revision has not been addressed. Please submit and have on site by final. 2. No service. Check at early power. 3. Window nailng will be added for two over entry door. | |||
| GAS ROUGH | 02/06/2023 | APPROVED | AGAETANO |
| ROOF VALLEY & METAL | 10/19/2022 | APPROVED | AGAETANO |
| Note: Inspector Notes from Inspection 2460 Inspector Notes from Inspection 2460 08-29-2022 1. A2 Floor plan and A3 note E states 6 x 6 PT. 6 X 6 Paralam installed. Please revise drawings to indicate changes made. Please submit to the building department. 2. T47 engineering missed. 3. Piggy back Note C not installed as per plans ( not 24" oc in 1 area at center). Check at roof valley metal. 09-21-2022 1. A2 Floor plan and A3 note E states 6 x 6 PT. 6 X 6 Paralam installed. Please revise drawings to indicate changes made including the top connections. Please submit to the building department. Check at next inspection. | |||
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 09/21/2022 | APPROVED - AS NOTED | AGAETANO |
| Note: Inspector Notes from Inspection 2460 08-29-2022 1. A2 Floor plan and A3 note E states 6 x 6 PT. 6 X 6 Paralam installed. Please revise drawings to indicate changes made. Please submit to the building department. 2. T47 engineering missed. 3. Piggy back Note C not installed as per plans ( not 24" oc in 1 area at center). Check at roof valley metal. 09-21-2022 1. A2 Floor plan and A3 note E states 6 x 6 PT. 6 X 6 Paralam installed. Please revise drawings to indicate changes made including the top connections. Please submit to the building department. Check at next inspection. | |||
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 08/29/2022 | APPROVED - AS NOTED | AGAETANO |
| Note: 08-29-2022 1. A2 Floor plan and A3 note E states 6 x 6 PT. 6 X 6 Paralam installed. Please revise drawings to indicate changes made. Please submit to the building department. 2. T47 engineering missed. 3. Piggy back Note C not installed as per plans ( not 24" oc in 1 area at center). Check at roof valley metal. | |||
| TIE BEAM / LINTEL | 07/07/2022 | APPROVED | AGAETANO |
| FOUND SURVEY APPROVED (OFFICE) | 05/23/2022 | APPROVED | TBAKER |
| MONOLITHIC SLAB | 03/31/2022 | APPROVED | AGAETANO |
| Note: THIS IS A REINSPECTION Please provide engineering details to the building department for the four concrete columns at the entry and the shaded footing area in the same location. | |||
| MONOLITHIC SLAB | 03/29/2022 | Disapproved - NO FEE | AGAETANO |
| Note: Please provide engineering details to the building department for the four concrete columns at the entry and the shaded footing area in the same location. | |||
| WATER METER INSTALLATION REQUEST | 03/29/2022 | APPROVED | CSTONE |
| WILDLIFE CHECK - ENVIRONMENTAL | 02/28/2022 | APPROVED | JMYERS |
| PLUMBING 1ST ROUGH UNDERGROUND | 02/25/2022 | APPROVED | AGAETANO |
Review History
| Department | Status | Date In | Date Out |
| ELEC | COMPLETE | 11/13/2023 | 11/14/2023 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| ELEC | HOLD | 11/09/2023 | 11/13/2023 |
| Note: Held By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM 1. Need light and switch in attic with AHU NEC 2017 210.70 | |||
| MECH | COMPLETE | 11/03/2023 | 11/03/2023 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| MECH | CANCEL | 11/01/2023 | 11/02/2023 |
| BLD | COMPLETE | 10/29/2023 | 10/31/2023 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| BLD | CANCEL | 10/25/2023 | 10/27/2023 |
| SW1 | CANCEL | 10/25/2023 | 10/27/2023 |
| BLD | HOLD | 09/27/2023 | 10/03/2023 |
| Note: Held By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM All Comments per FBC Residential 2020 7Th edition 1. Provide guard construction details including guard construction materials, guard design loads for both the guard and guard in-fill components, guard height, guard top and bottom rails, guard in-fill components materials, maximum openings in guards, complete guard attachment details to landings. R301.5, Table R301.5, R312.1.2, R312.1.3 2. Provide fastening details for posts to deck, guard top and bottom rails to post and guard in-fill components to guard top and bottom rails and post height. R507 3. Provide lumber species and grade for deck joists, beams, and posts. R502.1.1, R301.5, Table R301.5, R507.5, R 507.6 4. Provide footing detail for posts including concrete strength and dimensions. R402, R403 5. Provide size of posts and attachment details to footing. R507.4.1 6. Provide details on landings and stairs/ ramps for both sides of walkway. 107.2.1 7. Provide construction details, material specs and fasteners on deck support beams and spacing. R507.5.1 9. Provide handrail detail and type (Type I or Type II) and mounting height and attachment detail. R311.7.8.1, R311.7.8.3. 10. Provide live and dead loads for deck. R301.4 R301.5 Table R301.5 11. Provide details on wood decking size and thickness 107.2.1 12. Provide details on walkway. Part of walkway in an AE flood zone. 107.2.1 13. Plans need to be digitally signed, sealed and verfiable per F.S. 471.025 14. Proposed walkway encroaches into 100 year floodplain Zone AE. Engineer to provide statement the patios structural system has been designed, connected and anchored to resist flotation, collapse or permanent lateral movement due to structural loads and stresses from flooding equal to the design flood elevation. R322.1.2, R322.1.3. Exception is design according to ASCE 24. | |||
| ENGIN1 | COMPLETE | 09/27/2023 | 09/27/2023 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| SW1 | COMPLETE | 09/27/2023 | 09/28/2023 |
| Note: Released By: PARREN FLANAGAN - (386)986-2392 - PFLANAGAN@PALMCOASTGOV.COM | |||
| ZON | HOLD | 09/27/2023 | 09/27/2023 |
| Note: Held By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM 1. Please provide dimensions and material for proposed "walkover" on site plan. 2. If you are adding the proposed "path" from the owner's property through the Westerly Line of the ICW to the ICW, please add the width and material to the site plan and also the following is required: NO IMPROVEMENTS WITHIN THE ICWW RIGHT OF WAY WITHOUT WRITTEN PERMISSION FROM THE UNITED STATES ARMY CORPS OF ENGINEERS AND THE FLORIDA INLAND NAVIGATCAL DISTRICT. | |||
| BADMIN | INFORMATION | 09/22/2023 | 09/22/2023 |
| Note: Marked INFORMATION By: BARBIE BEMBRY - (386)986-3780 - BUILDINGDIVISION@PALMCOASTGOV.COM 1. plans should be submitted under the 'plans' document type (not informational). 2. plans submitted online must be digitally signed and sealed and verifiable. | |||
| ENGIN1 | COMPLETE | 06/09/2023 | 06/09/2023 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| SW1 | COMPLETE | 06/09/2023 | 06/14/2023 |
| Note: Released By: GABRIEL BERTOLA - (386)986-7660 - GBERTOLA@PALMCOASTGOV.COM | |||
| BLD | COMPLETE | 02/06/2023 | 02/10/2023 |
| Note: Released By: HAROLD ALLEN - (386)986-2357 - HALLEN@PALMCOASTGOV.COM | |||
| BLD | COMPLETE | 12/15/2022 | 12/16/2022 |
| Note: Released By: HAROLD ALLEN - (386)986-2357 - HALLEN@PALMCOASTGOV.COM | |||
| BADMIN | INFORMATION | 09/23/2022 | 09/23/2022 |
| Note: Marked INFORMATION By: MARGA DEFREITAS - - MDEFREITAS@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.) also revision sheet needs to state what the chnges are PLANS NOT DIGITAL | |||
| ENGIN1 | COMPLETE | 05/20/2022 | 05/23/2022 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 05/20/2022 | 05/20/2022 |
| Note: Released By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM | |||
| BLD | COMPLETE | 03/30/2022 | 03/30/2022 |
| Note: Released By: FRED REODICA - (386)986-4734 - FREODICA@PALMCOASTGOV.COM | |||
| PLENV | CANCEL | 02/10/2022 | 02/10/2022 |
| Note: The After Action Report was already approved. | |||
| PLENV | COMPLETE | 12/06/2021 | 12/06/2021 |
| Note: Released By: JORDAN MYERS, C.F.M - (386)986-2320 - JMYERS@PALMCOASTGOV.COM The Approved After Action Report has been accepted. | |||
| PLFM | COMPLETE | 09/09/2021 | 09/10/2021 |
| Note: Released By: JORDAN MYERS, C.F.M - (904)562-0045 - JMYERS@PALMCOASTGOV.COM According to the revised Site Plan submitted on 9/9/21, the structure will not fall within the Special Flood Hazard Area. No elevation certificates will be required. | |||
| ZON | COMPLETE | 09/09/2021 | 09/10/2021 |
| Note: Released By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM | |||
| PLENV | HOLD | 09/09/2021 | 09/10/2021 |
| Note: Held By: JORDAN MYERS, C.F.M - (904)562-0045 - JMYERS@PALMCOASTGOV.COM The Gopher Tortoise letter confirms Potentially Occupied burrows on site and within 25ft of construction activities. Please provide an Approved After Action Report after relocation activities have been completed. | |||
| MECH | COMPLETE | 09/09/2021 | 09/10/2021 |
| Note: Released By: CHRIS PISCITELLI - (386)986-3782 - CPISCITELLI@PALMCOASTGOV.COM | |||
| ELEC | COMPLETE | 09/09/2021 | 09/10/2021 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| BLD | COMPLETE | 09/09/2021 | 09/11/2021 |
| Note: Released By: JPI | |||
| PLENV | HOLD | 07/29/2021 | 08/03/2021 |
| Note: Held By: JORDAN MYERS, C.F.M - (904)562-0045 - JMYERS@PALMCOASTGOV.COM Staff conducted a site visit on 8/3/21 and found multiple Potentially Occupied Gopher Tortoise burrows. Please provide a Gopher Tortoise survey by a QEP. If burrows exist within 25ft of construction activities they will have to be relocated and an approved After Action Report submitted. | |||
| PLFM | HOLD | 07/29/2021 | 07/29/2021 |
| Note: Held By: JORDAN MYERS, C.F.M - (904)562-0045 - JMYERS@PALMCOASTGOV.COM Please revise the Site Plan to show Special Flood Hazard Area. Additional comments may apply when it is submitted and reviewed. | |||
| BLD | HOLD | 07/20/2021 | 07/27/2021 |
| Note: Held By: JPI 1. Product Approval Specification Sheet: a. Exterior Sectional/Roll Up Doors (elevations) omitted; provide approved product, product description& type, manufacturer, and product approval number. b. Window Mullions (elevations) omitted; provide approved product, product description& type, manufacturer, and product approval number. c. Soffits omitted; provide approved product, product description& type, manufacturer, and product approval number. d. Precast Lintels omitted; provide approved product, product description& type, manufacturer, and product approval number. 2. Provide description to decipher Cast-Crete Lintel Type Designation (i.e. 8F16-IB/IT) on “Lintel Schedule”- FBC-R608.1. 3. Provide wall section of screen wall around A/C pad and Pool Equipment. | |||
| CUSVC | COMPLETE | 07/20/2021 | 07/27/2021 |
| Note: Released By: HALEIGH HAND - - | |||
| ELEC | HOLD | 07/20/2021 | 07/22/2021 |
| Note: Held By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM 1. Need smoke alarms outside of all bedrooms. FRC 2020 315.1 2. Submit riser diagram and manufactured specs for generator | |||
| ENGIN1 | COMPLETE | 07/20/2021 | 07/20/2021 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| LOCATE | COMPLETE | 07/20/2021 | 07/23/2021 |
| Note: Released By: CANDACE STONE - - CSTONE@PALMCOASTGOV.COM | |||
| MECH | HOLD | 07/20/2021 | 07/21/2021 |
| Note: Held By: CHRIS PISCITELLI - (386)986-3782 - CPISCITELLI@PALMCOASTGOV.COM Provide Duct layout signed by the AC contractor | |||
| SW1 | COMPLETE | 07/20/2021 | 07/28/2021 |
| Note: Released By: GABRIEL BERTOLA - (386)225-3840 - GBERTOLA@PALMCOASTGOV.COM | |||
| ZON | HOLD | 07/20/2021 | 07/29/2021 |
| Note: Held By: ESTELLE LENS - (386)986-3751 - The minimum driveway width for a three car garage is 24 feet. Please revise the site plan and demonstrate that the driveway will be a minimum of 24 feet for at least 20 feet from the garage door. (It can then taper to 10 feet towards the road.) Need to indicate the driveway material on the site plan. Need to add the walkway width and material to the site plan. Please correct the FEMA map panel number (...0127E) and add the second flood zone (X) to the site plan notes. |
Fees & Payments
(Permit is not ready for pickup until the permit has been processed and fees appear)
| Description | Amount Due | Date Paid |
| CONTRACTOR CHANGE | ¤40.00 | 11/16/2023 |
| PLAN REVIEW - REVISION | ¤32.50 | 11/16/2023 |
| PLAN REVIEW - REVISION | ¤32.50 | 11/16/2023 |
| PLAN REVIEW - REVISION | ¤32.50 | 11/16/2023 |
| SW ENG REINSPECTION 20 | ¤20.00 | 11/16/2023 |
| SW ENG REINSPECTION 30 | ¤30.00 | 11/16/2023 |
| SW ENG REINSPECTION 30 | ¤30.00 | 11/16/2023 |
| STORM WATER PERMIT FEES | ¤80.00 | 12/17/2021 |
| SEWER INSPECTION | ¤25.00 | 12/17/2021 |
| SEWER CAPITAL FACILITY | ¤4,664.55 | 12/17/2021 |
| WATER CAPITAL FACILITY FEE | ¤3,424.45 | 12/17/2021 |
| CONNECTION FEES | ¤25.00 | 12/17/2021 |
| BUILDING DISCOUNT 100% | (¤3,770.00) | 12/17/2021 |
| IMPACT FEE FIRE | ¤367.00 | 12/17/2021 |
| IMPACT FEE PARKS | ¤1,199.12 | 12/17/2021 |
| IMPACT FEE SCHOOL | ¤3,600.00 | 12/17/2021 |
| IMPACT FEE TRANSPORTATION | ¤3,139.00 | 12/17/2021 |
| WATER -IRRIGATION INSPECTION | ¤25.00 | 12/17/2021 |
| NEW RESIDENTIAL INSPECTIONS | ¤1,700.00 | 12/17/2021 |
| SITE PLAN 20 | ¤20.00 | 12/17/2021 |
| SURCHARGE FS 533.721 | ¤2.00 | 12/17/2021 |
| SURCHARGE - FS 468.631 | ¤2.00 | 12/17/2021 |
| METER - DEPOSIT | ¤60.00 | 12/17/2021 |
| METER - DEPOSIT | ¤60.00 | 12/17/2021 |
| WATER-METER | ¤441.07 | 12/17/2021 |
| WATER-METER | ¤441.07 | 12/17/2021 |
| WATER- TURN ON | ¤25.00 | 12/17/2021 |
| ADMINISTRATIVE RESIDENTIAL | ¤20.00 | 12/17/2021 |
| INSPECTION- ELECTRICAL | ¤570.00 | 12/17/2021 |
| INSPECTION - MECHANICAL | ¤570.00 | 12/17/2021 |
| INSPECTION - PLUMBING | ¤570.00 | 12/17/2021 |
| PLAN REVIEW - RESIDENTIAL | ¤340.00 | 12/17/2021 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤17,817.76 |