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Permit #2024040704
Permit Details
Status: FINAL
| Parcel Id: 07-11-31-7007-00430-0050 |
| PATIO/DECK (NO ROOF) : 1176 sqft |
| Total Square Footage: 1176 sqft |
| Block: 00430 |
| Subdivision: 7007 - |
| Job Phone: 386-999-1042 |
| Location Address: 195 FRANKFORD LN |
| Type: PO - POOL |
| Issue Date: 04/22/2024 |
| NOC: RECORDED |
| Applicant name: RYDER N BRAY |
| Owner: FERREIRA ODETE |
|
Address 195 FRANKFORD LANE PALM COAST, FL 32137 |
| Lot: 0050 |
| Contracted Stated Job Value: ¤97,000.00 |
| Job Description: POOL, SCREEN ENCLOSURE |
| Type: CN |
Contractor
HAVEN POOLS LLC
| Status | Location Address | State License Number | Phone |
| ACTIVE |
25 PUTTER LANE PALM COAST, FL 32164 |
CPC1460243 (Exp: 08/31/2026) | 386-999-1042 |
Sub Contractors
JOHN EDWARD GAMBONE
| Status | Location Address | Mailing Address | State License Number | Phone |
| ACTIVE |
15 HARGROVE LN PALM COAST, FL 32137 |
1G PALM COAST, FL 32137 |
EC13006037 (Exp: 08/31/2026) | 386-586-9144 |
JOSEPH DEREK CARTWRIGHT
| Status | Location Address | State License Number | Phone | Fax |
| ACTIVE |
151 RODEO ROAD ORMOND BEACH, FL 32174 |
SCC131150000 (Exp: 08/31/2026) | 386-310-7962 | (386)615-3713 |
Inspection History
| Type | Request Date | Result | Inspector |
| POOL FINAL | 08/08/2024 | FINAL APPROVED | JSTEWART |
| Note: Lania screen encloser has not been bonded. Check for bonding at final | |||
| ROW - FINAL INSPECTION | 08/07/2024 | APPROVED | EMADISON |
| Note: | |||
| U -UTILITY RESIDENTIAL FINAL | 08/07/2024 | FINAL APPROVED | BWRIGHT |
| ROW - FINAL INSPECTION | 07/31/2024 | CANCELLED BY APPLICANT | WEB |
| Note: Inspector Notes from Inspection 9465 ** 07/30/24 BEFORE ROW FINAL STORMWATER IS APPROVED BUILDER NEEDS TO LOWER SOD ON RIGHT SIDE IN THE (ROW) ROAD SIDE SWALE NEEDS TO MATCH THE EXISTING GRADE CURRENTLY TO HIGH IT WILL IMPEDE THE FLOW OF STORM WATER | |||
| U -UTILITY RESIDENTIAL FINAL | 07/31/2024 | CANCELLED BY APPLICANT | WEB |
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 07/30/2024 | APPROVED | EMADISON |
| ROW FIELD SURVEY /GRADING CERTIFICATION | 07/30/2024 | APPROVED - AS NOTED | EMADISON |
| Note: ** 07/30/24 BEFORE ROW FINAL STORMWATER IS APPROVED BUILDER NEEDS TO LOWER SOD ON RIGHT SIDE IN THE (ROW) ROAD SIDE SWALE NEEDS TO MATCH THE EXISTING GRADE CURRENTLY TO HIGH IT WILL IMPEDE THE FLOW OF STORM WATER | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 07/25/2024 | Disapproved -FEE REQUIRED | PFLANAGAN |
| Note: 1) STILL NEED TO HAVE FFE OF THE RIGHT AND LEFT ADJACENT LOT PROPERTYS.SEC 300.01 1B2 2) NEED TO HAVE A MINIMUM OF .30 FROM THE TOE OF THE SLOPE TO THE TOP OF BANK SO WATER WILL NOT IMPACT ANY ADAJACENT LOT SURROUND THIS LOT.Sec. 300.04 E7 3) NEED TO HAVE ELEVATIONS ON THE SOD OUT SIDE THE POOL AND NOT ON THE POOL. 4) THE WATER ON THE LEFT SIDE WILL NOT MAKE IT TO THE FRONT SWALE WITH THE ELEVATIONS PROVIDED. Sec.300.01 (4,5,6) | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 07/03/2024 | Disapproved - NO FEE | EMADISON |
| Note: **07/03/24 NEED ELEVATION AT THE END OF THE POOL DECK TO ENSURE PROPER DRAINAGE AWAY FROM THE POOL DECK.Sec 300.01D1 The elevations along all property lines must be at a minimum of 20 foot intervals. Sec 300.01 D2 The elevations on all adjacent identified (e.g. vacant or improved etc.) properties at a minimum of 20 foot intervals on a 10 foot offset outside the property lines. All undeveloped properties must be properly identified on the site plan and Final Survey. There must be sufficient elevation shots to indicate the intended drainage pattern. The subject lots drainage must not negatively impact any adjacent property. (B) B.Land Development Code Technical Manual, Section 300.01 (A)(1)(C)(6) ** ALL IMPROVED ADJACENT PROPERTIES YOU MUST SHOW THE FFE ** YOUR FINAL SURVEY DOES NOT MATCH YOUR PROPOSED DRAINAGE SITE PLAN YOU NEED TO MOVE THE YOUR STORMWATER FRONT REAR TO FRONT AS PROPOSED YOUR FINAL SURVEY SHOWS WATER GOING TO THE REAR WHICH WILL NEGATIVELY IMPACT THE ADJACENT PROPERTIES IN THE REAR ** BUILDER THIS LETTER WAS SENT OUT AS A REMINDER TO ALL CONTRACTORS: NEED ELEVATION AT THE END OF THE POOL DECKENSURE PROPER DRAINAGE AWAY FROM THE POOL DECK.Sec 300.01D1 The elevations along all property lines must be at a minimum of 20 foot intervals. Sec 300.01 D2 The elevations on all adjacent identified (e.g. vacant or improved etc.) properties at a minimum of 20 foot intervals on a 10 foot offset outside the property lines. All undeveloped properties must be properly identified on the site plan and Final Survey. There must be sufficient elevation shots to indicate the intended drainage pattern. The subject lots drainage must not negatively impact any adjacent property. (B) B.Land Development Code Technical Manual, Section 300.01 (A)(1)(C)(6) ** YOUR FINAL SURVEY DOES NOT MATCH YOUR PROPOSED DRAINAGE SITE PLAN YOU NEED TO MOVE THE YOUR STORMWATER FRONT REAR TO FRONT AS PROPOSED YOUR FINAL SURVEY SHOWS WATER GOING TO THE REAR WHICH WILL NEGATIVELY IMPACT THE ADJACENT PROPERTIES IN THE REAR ** BUILDER THIS LETTER WAS SENT OUT AS A REMINDER TO ALL CONTRACTORS: ** DATED: 04/09/2024 CONTRACTORS NEWSFLASH Grading and Final Surveys April 9, 2024 The Stormwater Division would like to remind contractors the importance of adhering to the approved site plan throughout the entire construction process unless revisions have been submitted and approved in accordance with COPC permitting procedures. Recently we have received several Final Surveys with significant and unapproved departures from the original site plan. We understand that sometimes site conditions and circumstances arise during construction which require alterations to the original plan. In such cases, the contractor is required to submit a revised site plan for review and approval PRIOR to the execution of work. Alterations to grading and drainage shall not be made without prior approval from the Stormwater Division. Updated requirements for grading and finished floor elevations in the February 2024 updated Technical Manual. https://www.palmcoast.gov/community-development Please contact the Stormwater Division at 386-986-4750 with any questions/concerns. ____________________________________________________________________________________________________________________ | |||
| ELECTRIC AND ALARM | 06/04/2024 | APPROVED - AS NOTED | JWALKER |
| Note: Lania screen encloser has not been bonded. Check for bonding at final | |||
| POOL DECK | 05/15/2024 | APPROVED | FWILLIS |
| Note: 5/13/2024 - PREVIOUS INSPECTION NOTES *** NOTES ADDED BY JSTEWART 5/13/2024 2:33:53 PM *** Previous Note # 3 partially rectified.....Reinforcement steel does not meet the Min 3" from soil ( chairs are crushed, sunk in ground, need more chairs for support. per plans and FBC R404.1.2.3.7.4 5/10/2024 - PREVIOUS INSPECTION NOTES 1. EQUIPOTENTIAL BONDING; DISTANCE FROM INSIDE POOL WALL, NEC 680.26 THE REQUIRED CONDUCTOR SHALL BE 18 TO 24 INCHES FROM THE INSIDE OF THE POOL WALL 2. EQUIPOTENTIAL BONDING; BURIAL DEPTH, Bonding needs to be 4 to 6 inches below the subgrade per NEC 680.26 (2) (b) (5) 3. footings need to be cleaned out so that they meet the requirements of the sizes in the plans FBC 107.3 | |||
| POOL DECK | 05/13/2024 | Disapproved -FEE REQUIRED | JSTEWART |
| Note: *** NOTES ADDED BY JSTEWART 5/13/2024 2:33:53 PM *** Previous Note # 3 partially rectified.....Reinforcement steel does not meet the Min 3" from soil ( chairs are crushed, sunk in ground, need more chairs for support. per plans and FBC R404.1.2.3.7.4 5/10/2024 - PREVIOUS INSPECTION NOTES 1. EQUIPOTENTIAL BONDING; DISTANCE FROM INSIDE POOL WALL, NEC 680.26 THE REQUIRED CONDUCTOR SHALL BE 18 TO 24 INCHES FROM THE INSIDE OF THE POOL WALL 2. EQUIPOTENTIAL BONDING; BURIAL DEPTH, Bonding needs to be 4 to 6 inches below the subgrade per NEC 680.26 (2) (b) (5) 3. footings need to be cleaned out so that they meet the requirements of the sizes in the plans FBC 107.3 | |||
| POOL DECK | 05/10/2024 | Disapproved - NO FEE | LMILLER |
| Note: 1. EQUIPOTENTIAL BONDING; DISTANCE FROM INSIDE POOL WALL, NEC 680.26 THE REQUIRED CONDUCTOR SHALL BE 18 TO 24 INCHES FROM THE INSIDE OF THE POOL WALL 2. EQUIPOTENTIAL BONDING; BURIAL DEPTH, Bonding needs to be 4 to 6 inches below the subgrade per NEC 680.26 (2) (b) (5) 3. footings need to be cleaned out so that they meet the requirements of the sizes in the plans FBC 107.3 | |||
| STEEL AND GROUND | 04/30/2024 | APPROVED | FWILLIS |
Review History
| Department | Status | Date In | Date Out |
| SW1 | COMPLETE | 04/17/2024 | 04/22/2024 |
| Note: Released By: TOM POLACEK - (386)346-8986 - | |||
| BADMIN | INFORMATION | 04/17/2024 | 04/17/2024 |
| Note: Marked INFORMATION By: BARBIE BEMBRY - (386)986-3780 - BUILDINGDIVISION@PALMCOASTGOV.COM The site /drainage plans should not be a part of the pool plans - it needs to be a separate document. | |||
| ZON | HOLD | 04/17/2024 | 04/17/2024 |
| Note: Held By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM Please do not bundle the pool plan diagram and site plan with the engineered plans These must be separate | |||
| ZON | COMPLETE | 04/17/2024 | 04/17/2024 |
| Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM | |||
| BLD | COMPLETE | 04/11/2024 | 04/15/2024 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| ELEC | COMPLETE | 04/11/2024 | 04/16/2024 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| MECH | COMPLETE | 04/11/2024 | 04/15/2024 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| SW1 | HOLD | 04/11/2024 | 04/16/2024 |
| Note: Held By: TOM POLACEK - (386)346-8986 - City of Palm Coast requires all drainage to move from rear of property to the front swale. You can not negativly impact the adjacent lots on any side of the property. Your site plan does not show proper drainage. Please revise site plan and resubmit. | |||
| ZON | COMPLETE | 04/11/2024 | 04/12/2024 |
| Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM |
Fees & Payments
(Permit is not ready for pickup until the permit has been processed and fees appear)
| Description | Amount Due | Date Paid |
| REINSPECTION RESIDENTIAL | ¤40.00 | 08/07/2024 |
| SURCHARGE FS 533.721 | ¤2.00 | 04/22/2024 |
| SURCHARGE - FS 468.631 | ¤2.00 | 04/22/2024 |
| SW ENG INSPECTION 40 | ¤40.00 | 04/22/2024 |
| SW ENG - REVIEW 20 | ¤20.00 | 04/22/2024 |
| SITE PLAN 30 | ¤30.00 | 04/22/2024 |
| ADJUSTMENT 50% | (¤132.83) | 04/22/2024 |
| ADMINISTRATIVE RESIDENTIAL | ¤30.00 | 04/22/2024 |
| INSPECTION- POOL | ¤160.00 | 04/22/2024 |
| PLAN REVIEW - RESIDENTIAL | ¤75.66 | 04/22/2024 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤266.83 |