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Permit #2017060137
Permit Details
Status: COED
| Parcel Id: 15-11-31-2970-00000-0590 |
| CONDITIONED SPACE: 2741 sqft |
| GARAGE: 755 sqft |
| OPENED PORCH (WITH ROOF) : 400 sqft |
| OPENED PORCH (WITH ROOF) : 71 sqft |
| Total Square Footage: 3967 sqft |
| Block: 00000 |
| Subdivision: 2070 - Grand Haven North Phase 1 @ Grand Haven |
| Job Phone: 386-947-4481 |
| Location Address: 54 WATERVIEW DR |
| Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY |
| Issue Date: 07/12/2017 |
| NOC: RECORDED |
| Applicant name: ERIC CHRISTOPHER OLSEN |
| Owner: TERRY GRAMELSPACHER HABIG AS TRUSTEE |
|
Address OF THE TERRY GRAMELSPACHER HABIG LIVING PALM COAST, FL 32164 |
|
Address 54 N WATERVIEW DR PALM COAST, FL 32164 |
| Lot: 0590 |
| Contracted Stated Job Value: ¤350,000.00 |
| Job Description: New Construction - Single Family Residence |
| Type: CN |
Contractor
OLSEN CUSTOM HOMES AND CONSULTING INC
| Status | Location Address | State License Number | Phone | Fax |
| ACTIVE |
131 MAGNOLIA AVE DAYTONA BEACH, FL 32114 |
CGC1508852 (Exp: 08/31/2026) | 386-947-4481 | (386)947-4484 |
Sub Contractors
GARY LLOYD SHEFFIELD
| Status | Location Address | State License Number | Phone | Fax |
| CANCEL |
2 HARGROVE GRADE PALM COAST, FL 32136 |
CAC048127 (Exp: 08/31/2018) | 386-445-5023 | 386-446-4614 |
SANTOS L HERNANDEZ
| Status | Location Address | State License Number | Phone | Fax |
| ACTIVE |
946 SHADDICK DRIVE ORANGE CITY, FL 32763 |
CCC1328011 (Exp: 08/31/2026) | 386-218-4942 | 386-218-4937 |
MARK A RUGGIERO
| Status | Location Address | State License Number | Phone |
| INACTIVE |
411 6TH STREET HOLLY HILL , FL 32117 |
01612 (Exp: 07/23/2023) | 386-252-5555 |
BERT S MCLAUGHLIN
| Status | Location Address | State License Number | Phone |
| ACTIVE |
131 MAGNOLIA AVE DAYTONA BEACH, FL 32114 |
EC13006455 (Exp: 08/31/2026) | 386-265-2687 |
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 |
Inspection History
| Type | Request Date | Result | Inspector |
| ROW- PROJECT STATUS | 02/01/2018 | APPROVED - AS NOTED | RGROSS |
| Note: STORM DRAIN DETERIORATION WAS PRE EXISTING TO CONSTRUCTION. | |||
| ROW - FINAL APRON (AFTER POUR) | 01/31/2018 | APPROVED | RGROSS |
| BLD - BUILDING FINAL | 01/30/2018 | FINAL APPROVED | CMINI |
| U -UTILITY RESIDENTIAL FINAL | 01/29/2018 | FINAL APPROVED | LFITZGERALD |
| Note: please remove excessive soils in water meter svc. pit | |||
| FINAL SURVEY (OFFICE USE ONLY) | 01/29/2018 | APPROVED | DREWIS |
| FINAL APRON (AFTER POUR/DRIVEWAY) | 01/26/2018 | APPROVED - AS NOTED | RGROSS |
| Note: THIS IS A REINSPECTION. PLEASE USE THE 9000 CODES NOT THE 7000. | |||
| ROW - FINAL INSPECTION | 01/26/2018 | CANCELLED BY INSPECTOR | RGROSS |
| Note: 7000 CODE USED BY BUILDER. | |||
| FINAL APRON (AFTER POUR/DRIVEWAY) | 01/17/2018 | Disapproved -FEE REQUIRED | RGROSS |
| Note: DRIVEWAY APRON FLARES MUST BE A MINIMUM OF 36 INCHES. | |||
| ROW- PRE-APRON (PRE-POUR) | 12/22/2017 | APPROVED | CTROHA |
| Note: READY FOR PAVERS It is the BUILDER'S RESPONSIBILITY: to form the driveway to the approved site plan and follow the approved driveway detail sheet provided by the City of Palm Coast. | |||
| U - SEWER TIE IN | 12/20/2017 | APPROVED | LFITZGERALD |
| GRAVITY SEWER TEST | 12/20/2017 | APPROVED | JGIBSON |
| ELECTRIC - EARLY POWER | 12/08/2017 | APPROVED - AS NOTED | CMINI |
| Note: THIS IS A REINSPECTIONcalled fpl to release power at 230pm, spoke to Dell | |||
| LATH/BRICK/ WATER BARRIER | 10/30/2017 | APPROVED | CMINI |
| INSULATION | 10/30/2017 | APPROVED | CMINI |
| Note: THIS IS A REINSPECTION | |||
| INSULATION | 10/26/2017 | Disapproved -FEE REQUIRED | WMILLER |
| Note: BAFFLES REQUIRED 26 IN ACCORDANCE WITH FBC ENERGY CONSERVATION R303.2.1 AND MANUFACTURER SPECS. (at changes in ceiling heights) minimum thickness of fire blocking not met FIREBLOCKING R302.11 1-6 | |||
| ALL ROUGH | 10/23/2017 | APPROVED | CMINI |
| Note: THIS IS A REINSPECTION | |||
| ALL ROUGH | 10/19/2017 | CANCELLED BY APPLICANT | CMINI |
| ELECTRIC - EARLY POWER | 10/19/2017 | Disapproved - NO FEE | RMARTIN |
| Note: NOT READY FOR EARLY POWER, TUG PASSED ON 10/18, APPROVED PLAN CALLS FOR 4/0 TO PANELS, NEED REVISION BY EARLY POWER ON 2/0 INSTALLED | |||
| ELECTRIC-TUG | 10/18/2017 | APPROVED - AS NOTED | RMARTIN |
| Note: SPOKE TO DELL FPL RELEASED TUG 1:00 | |||
| ROOF VALLEY & METAL | 09/26/2017 | APPROVED | CMINI |
| ROOF SHEATHING | 09/06/2017 | APPROVED | CMINI |
| TIE BEAM / LINTEL | 08/25/2017 | APPROVED | DROCKWELL |
| ELEV CERT-FOUNDATION APPROVAL | 08/25/2017 | APPROVED | DBEVAN |
| FOUND SURVEY APPROVED (OFFICE) | 08/17/2017 | APPROVED | FREODICA |
| MONOLITHIC SLAB | 07/31/2017 | APPROVED - AS NOTED | CMINI |
| Note: 2 uprights missing circled on plans, check on lintel | |||
| PLUMBING 1ST ROUGH UNDERGROUND | 07/24/2017 | APPROVED - AS NOTED | JGIBSON |
| Note: NEED TO LIST RIGHT PLUMBING SUB-COTRACTOR '' MARK PEARSON'' PERSON PLUMBING BEFORE NEXT INSPECTION |
Review History
| Department | Status | Date In | Date Out |
| PLFM | COMPLETE | 01/29/2018 | 01/31/2018 |
| Note: Released By: DBEVAN The provided elevation certificate at “Finished Construction” has been deemed sufficient. | |||
| SW1 | COMPLETE | 01/26/2018 | 01/29/2018 |
| Note: Released By: DREWIS final s | |||
| PLFM | COMPLETE | 08/24/2017 | 08/24/2017 |
| Note: Released By: DBEVAN The provided elevation certificate at “Building Under Construction” has been deemed sufficient. A “Finished Construction” elevation will be required prior to CO. | |||
| PLFM | HOLD | 08/18/2017 | 08/18/2017 |
| Note: Held By: DBEVAN 1. For the proposed structure, no crawlspaces or enclosures are applicable for the house; section A8 a), b), c) is correct; however, Section A8 e) requires an election of “Yes” or “No”; check “No” based on the information provided. For Section A9, there is an attached garage and the fields are applicable. For Section A9 b) and A9 c) should be “0”. Section A9 d) requires an election of “Yes” or “No”; check “No” based on the information provided. 2. For Section C2 a) through h), all elevations should be to the tenth decimal place. The previously provided elevation certificate dated 08-14-17 reflected this standard. For example C2 a) was 12.4; the submitted certificate C2 a) is 12.38. Provide an updated elevation certificate. 3. The provided hard copy of the elevation certificate which was signed and sealed only included pages 1 and 2. At resubmittal, provide pages 1 through 4 as noted in Section D Comments #1. The City of Palm Coast is required to keep an original signed and sealed elevation certificate on file. | |||
| PLFM | HOLD | 08/15/2017 | 08/16/2017 |
| Note: Held By: DBEVAN 1. For Section A4 of the elevation certificate, please provide a description. 2. For Section A5, a datum is not checked. 3. For Section A8d) and A9d), please check applicable reference. On the August 14, 2017 elevation certificate, “No” was checked. 4. The provided elevation certificate was not digitally signed. Provide a hard copy of the revised elevation certificate to the Building Division. Online submittal of the scanned copy or a digitally signed and sealed is permissible to expedite the review; however, the City of Palm Coast is required to keep an original signed and sealed elevation certificate on file. 5. For Section C2, staff is aware of the FEMA form glitch that only permits to two decimal places (hundreds). At final elevation certificate submittal, the calculation must be to the tenths. For example “12.4”. | |||
| SW1 | COMPLETE | 08/14/2017 | 08/17/2017 |
| Note: Released By: FREODICA foundation survey | |||
| PLFM | HOLD | 08/14/2017 | 08/15/2017 |
| Note: Held By: DBEVAN 1. Staff recently received updated guidance and now aware that FEMA has released an updated form for completing elevation certificates. The new form permits “N/A” entries for Section A8 a), A8 b), and A8 c). For the proposed structure, no crawlspaces or enclosures are applicable. Provide an updated elevation certificate utilizing “N/A” instead of “0” for the referenced fields. 2. Section B10 notes that “Other/Source” was utilized to establish B9; however, there is a reference to the FIRM. Clarify the interpolation of the FIRM and why the check box for “FIRM” is not the appropriate option. Informational: On final survey, elevations shall be provided for FFE, garage and lowest servicing machinery (a/c pad according to current survey notes). | |||
| PLFM | COMPLETE | 06/22/2017 | 06/23/2017 |
| Note: Released By: DRAMIREZ | |||
| ELEC | COMPLETE | 06/22/2017 | 06/27/2017 |
| Note: Released By: JHINDMAN | |||
| URB | COMPLETE | 06/06/2017 | 06/08/2017 |
| Note: Released By: JBEAUDET | |||
| PLFM | HOLD | 06/06/2017 | 06/09/2017 |
| Note: Held By: DBEVAN Verify if a propane tank installation is part of this application. If yes, note location on proposed site plan which depicts the floodplain designation, X or AE. If located in AE, the following information will be required. The tank shall be installed 1-foot above base flood elevation [10.02.06, LDC] and anchored to ensure that the tank will not be displaced due to buoyancy forces and result in flood hazards. If the applicant proposes to bury the tank, provide calculations and detail of how the tank will be anchored to minimize threat of buoyancy hazards. Address the following for the provided elevation certificate. • In Section A2 for Zip Code, amend the Zip Code field to reflect 32137. Note the same for the subsequent page. • For Section B9, utilize a measurement to one decimal place. For example, 6.0’ would be sufficient. | |||
| BLD | COMPLETE | 06/05/2017 | 06/09/2017 |
| Note: Released By: FREODICA | |||
| ELEC | HOLD | 06/05/2017 | 06/12/2017 |
| Note: Held By: JHINDMAN 1. Provide electrical load calculations per 2011 NEC art 220. | |||
| ENGIN1 | COMPLETE | 06/05/2017 | 06/08/2017 |
| Note: Released By: TBAKER | |||
| MECH | COMPLETE | 06/05/2017 | 06/09/2017 |
| Note: Released By: FREODICA | |||
| PLUM | COMPLETE | 06/05/2017 | 06/09/2017 |
| Note: Released By: FREODICA | |||
| SW1 | COMPLETE | 06/05/2017 | 06/12/2017 |
| Note: Released By: JHINDMAN | |||
| UD1 | COMPLETE | 06/05/2017 | 06/06/2017 |
| Note: Released By: MBACON This is a Gravity sewer, the Sewer Tie-in Inspection is a visual inspection it must be called in the day before the tie-in is to be made. The morning of the tie-in the inspector should be contacted to coordinate the time of the tie-in so he can witness the tie-in and help prevent failed inspections due to cave in or mud/water preventing the visual inspection. All new Concrete work including Driveway Pavers must maintain at least a 4.5 feet clear zone from all Water / Reuse Meter Pits or Pep Tank lids and 9 feet behind the pep tank lids. All sewer cleanouts or valves located within the concrete area must be raised flush with the grade and sewer cleanouts must have a flush brass cap. | |||
| ZON | COMPLETE | 06/05/2017 | 06/06/2017 |
| Note: Released By: TDOAK |
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 | 01/30/2018 |
| REINSPECTION FEE | ¤40.00 | 01/30/2018 |
| REINSPECTION FEE | ¤40.00 | 01/30/2018 |
| NEW RESIDENTIAL INSPECTIONS | ¤708.00 | 07/12/2017 |
| SITE PLAN 20 | ¤20.00 | 07/12/2017 |
| SURCHARGE FS 533.721 | ¤51.20 | 07/12/2017 |
| SURCHARGE - FS 468.631 | ¤51.20 | 07/12/2017 |
| STORM WATER PERMIT FEES | ¤80.00 | 07/12/2017 |
| 3% TRANS IMPACT FEE CREDIT | (¤93.74) | 07/12/2017 |
| WORK WITHOUT PERMIT | ¤1,706.80 | 07/12/2017 |
| ELECTRIC FEE | ¤272.40 | 07/12/2017 |
| 3% FIRE IMPACT FEE CREDIT | (¤6.56) | 07/12/2017 |
| IMPACT FEE FIRE NONRESIDENTIAL | ¤218.79 | 07/12/2017 |
| IMPACT FEE PARKS | ¤849.24 | 07/12/2017 |
| IMPACT FEE SCHOOL | ¤3,600.00 | 07/12/2017 |
| IMPACT FEE TRANSPORTATION | ¤3,124.67 | 07/12/2017 |
| MECHANICAL FEE | ¤272.40 | 07/12/2017 |
| 3% PARKS IMPACT FEE CREDIT | (¤25.48) | 07/12/2017 |
| PLAN CHECK FEE | ¤141.60 | 07/12/2017 |
| PLUMBING FEE | ¤272.40 | 07/12/2017 |
| ADMIN FEE | ¤20.00 | 07/12/2017 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤11,382.92 |