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Permit #2020070071
Permit Details
Status: FINAL
| Parcel Id: 20-12-31-2950-00000-0170 |
| GARAGE: 289 sqft |
| Total Square Footage: 289 sqft |
| Block: 00000 |
| Subdivision: 2133 - GRAND LANDINGS - PHASE 1 |
| Job Phone: 386-313-6922 |
| Location Address: 106 SOUTH HUMMINGBIRD PL |
| Type: BA - BUILDING ADDITION |
| Issue Date: 08/10/2020 |
| NOC: RECORDED |
| Applicant name: FRANK JOSEPH WHALEN |
| Owner: MOORE JOSEPH A & LESA SHARRON BOCKHORN JTWROS |
|
Address 106 S HUMMINGBIRD PLACE PALM COAST, FL 32137 |
| Lot: 0170 |
| Contracted Stated Job Value: ¤35,435.00 |
| Job Description: GARAGE ADDITION |
| Type: CN |
Contractor
EAST COAST BUILDING CORP
| Status | Location Address | State License Number | Phone | Fax |
| ACTIVE |
321 BRIARWOOD DRIVE BUNNELL, FL 32110 |
CGC057860 (Exp: 08/31/2026) | 386-313-6922 | 386-313-6922 |
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 |
HEATH EDWARD SANFORD
| Status | Location Address | State License Number | Phone |
| ACTIVE |
126 EAST END RD SAN MATEO, FL 32187 |
CFC1429896 (Exp: 08/31/2026) | 386-871-8823 |
DANIEL DAVID RUTKOWSKI III
| Status | Location Address | State License Number | Phone | Fax |
| ACTIVE |
1687 STATE AVENUE HOLLY HILL, FL 32117 |
CCC1328639 (Exp: 08/31/2026) | 386-290-7490 | 386-256-0001 |
Inspection History
| Type | Request Date | Result | Inspector |
| U -UTILITY RESIDENTIAL FINAL | 02/05/2021 | FINAL APPROVED | JHARDING |
| ROW - FINAL APRON (AFTER POUR) | 02/04/2021 | APPROVED | KRUTH |
| ROW - STORMWATER FINAL | 02/04/2021 | APPROVED | KRUTH |
| ROW - FINAL INSPECTION | 02/04/2021 | APPROVED | KRUTH |
| FINAL SURVEY (OFFICE USE ONLY) | 02/03/2021 | APPROVED | KRUTH |
| LATH/BRICK/ WATER BARRIER | 01/07/2021 | APPROVED | TSTAUFFACHER |
| ROW- PRE-APRON (PRE-POUR) | 11/02/2020 | APPROVED | KRUTH |
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 10/29/2020 | APPROVED | JBODEN |
| Note: THIS IS A REINSPECTION Need approved plans on site for follow-up inspections. notes are based on un-approved plans on site and are subject to change if approved plans differ. 1. New roof rafter connections to existing roof are not as proposed, please conform to plans or obtain approved revision and have on site for next inspection. (ok to dry in for protection of existing structure) | |||
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 09/25/2020 | Disapproved - NO FEE | WMILLER |
| Note: Need approved plans on site for follow-up inspections. notes are based on un-approved plans on site and are subject to change if approved plans differ. 1. New roof rafter connections to existing roof are not as proposed, please conform to plans or obtain approved revision and have on site for next inspection. (ok to dry in for protection of existing structure) | |||
| TIE BEAM / LINTEL | 09/22/2020 | CANCELLED BY APPLICANT | FWILLIS |
| Note: THIS IS A REINSPECTION THIS IS A REINSPECTION Could not Verify Rebar into the existing as per page 3 of 5. 6" embedment drilled and Epoxied. 4 each side. 9/21/20 - STILL COULD NOT VERIFY REBAR DRILLED AND EPOXIED EVERY 24" AS PER PLAN IN EXISTING BUILDING. CONTRACTOR SHOULD HAVE SCHEDULED A DOWEL INSPECTION BEFORE LAYING BLOCK. | |||
| TIE BEAM / LINTEL | 09/22/2020 | APPROVED | JBODEN |
| Note: THIS IS A REINSPECTION THIS IS A REINSPECTION THIS IS A REINSPECTION Could not Verify Rebar into the existing as per page 3 of 5. 6" embedment drilled and Epoxied. 4 each side. 9/21/20 - STILL COULD NOT VERIFY REBAR DRILLED AND EPOXIED EVERY 24" AS PER PLAN IN EXISTING BUILDING. CONTRACTOR SHOULD HAVE SCHEDULED A DOWEL INSPECTION BEFORE LAYING BLOCK. | |||
| TIE BEAM / LINTEL | 09/21/2020 | Disapproved - NO FEE | FWILLIS |
| Note: THIS IS A REINSPECTION Could not Verify Rebar into the existing as per page 3 of 5. 6" embedment drilled and Epoxied. 4 each side. 9/21/20 - STILL COULD NOT VERIFY REBAR DRILLED AND EPOXIED EVERY 24" AS PER PLAN IN EXISTING BUILDING. CONTRACTOR SHOULD HAVE SCHEDULED A DOWEL INSPECTION BEFORE LAYING BLOCK. | |||
| TIE BEAM / LINTEL | 09/17/2020 | Disapproved - NO FEE | FWILLIS |
| Note: Could not Verify Rebar into the existing as per page 3 of 5. 6" embedment drilled and Epoxied. 4 each side. | |||
| MONOLITHIC SLAB | 09/01/2020 | APPROVED | FWILLIS |
| ALL ROUGH | APPROVED | TSTAUFFACHER | |
| BLD - BUILDING FINAL | APPROVED | TSTAUFFACHER |
Review History
| Department | Status | Date In | Date Out |
| ENGIN1 | COMPLETE | 10/30/2020 | 11/02/2020 |
| Note: Released By: TBAKER | |||
| ZON | COMPLETE | 10/30/2020 | 10/30/2020 |
| Note: Released By: ELENS | |||
| UTL | COMPLETE | 10/30/2020 | 11/05/2020 |
| Note: Released By: LFITZGERALD | |||
| SW1 | COMPLETE | 10/30/2020 | 11/02/2020 |
| Note: Released By: CTROHA Stormwater review not requested on Permit Correction/Revision Form | |||
| BLD | COMPLETE | 10/22/2020 | 10/29/2020 |
| Note: Released By: JBODEN | |||
| BLD | COMPLETE | 08/03/2020 | 08/10/2020 |
| Note: Released By: FREODICA | |||
| ZON | COMPLETE | 07/24/2020 | 07/27/2020 |
| Note: Released By: AMOBLEY | |||
| BLD | HOLD | 07/24/2020 | 07/31/2020 |
| Note: Held By: FREODICA Provide Florida product approval of garage door as previously requested per FS 553.842. The submitted FL # 224537.2 can not be found on FL product approval listing. Most likely it should have been FL # 24537.2, however, the design pressure for this garage door shows +17.7/19.7 PSF and it does not meet the required design pressure of +22.4/-30.5 PSF as shown on plan. Please clarify. FReodica-386-986-4734 | |||
| BLD | HOLD | 07/01/2020 | 07/10/2020 |
| Note: Held By: FREODICA 1. Provide foundation plan and truss layout with connectors per FBC 6th Ed. Sec. 107.3.5. 2. Provide product approval for garage door, soffits and lintel per FS 553. 842. 3. Structural plan and Details (Sheet S1) indicated on Cover page is missing. FReodica -386-986-4734 | |||
| ELEC | COMPLETE | 07/01/2020 | 07/06/2020 |
| Note: Released By: JMUNSON | |||
| MECH | COMPLETE | 07/01/2020 | 07/06/2020 |
| Note: Released By: CPISCITELLI | |||
| PLUM | CANCEL | 07/01/2020 | 07/10/2020 |
| SW1 | COMPLETE | 07/01/2020 | 07/06/2020 |
| Note: Released By: CTROHA | |||
| ZON | HOLD | 07/01/2020 | 07/02/2020 |
| Note: Held By: TDOAK 1. There is a final survey available for this property. Please use the final survey (which includes all improvements (to include flatwork) when submitting corrections to site plan. 2. All garages must have driveways. Please show the driveway along with its material and dimensions on the proposed site plan. A three car garage must have a minimum 24' wide driveway. 3. Site plan must show setback from proposed garage addition to adjacent property lines. 4. Site plan must show new location of mechanical equipment, its dimensions and setbacks. |
Fees & Payments
(Permit is not ready for pickup until the permit has been processed and fees appear)
| Description | Amount Due | Date Paid |
| ADMIN FEE | ¤20.00 | 08/10/2020 |
| BUILDING DISCOUNT 100% | (¤367.20) | 08/10/2020 |
| ELECTRIC FEE | ¤81.60 | 08/10/2020 |
| PLAN CHECK FEE | ¤40.00 | 08/10/2020 |
| PLUMBING FEE | ¤81.60 | 08/10/2020 |
| REMODEL/ADDITION/ACCES INSPECT | ¤144.00 | 08/10/2020 |
| SITE PLAN 20 | ¤20.00 | 08/10/2020 |
| SURCHARGE FS 533.721 | ¤2.00 | 08/10/2020 |
| SURCHARGE - FS 468.631 | ¤2.00 | 08/10/2020 |
| STORM WATER PERMIT FEES | ¤80.00 | 08/10/2020 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤104.00 |