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Permit #2005110568
Permit Details
Status: COED
| Parcel Id: 07-11-31-7023-00240-0170 |
| CONDITIONED SPACE: 3305 sqft |
| GARAGE: 534 sqft |
| OPENED PORCH (WITH ROOF) : 635 sqft |
| OPENED PORCH (WITH ROOF) : 91 sqft |
| Total Square Footage: 4565 sqft |
| Block: 00240 |
| Subdivision: - |
| Job Phone: (386)445-7343 |
| Location Address: 26 WHITTIER LN |
| Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY |
| Issue Date: 04/21/2006 |
| NOC: RECORDED |
| Applicant name: BURTON ROBERT BERMAN |
| Owner: REVOLUS JOSEPH & EDNIE |
|
Address 26 VALENTINE PLACE HEMPSTEAD, NY 11550 |
| Lot: 0170 |
| Contracted Stated Job Value: ¤325,000.00 |
| Job Description: RESIDENTIAL SINGLE FAMILY HOME |
| Type: CN |
Contractor
PALM COAST HOMES & DEVELOPMENT CORP.
| Status | Location Address | State License Number | Phone |
| CANCEL |
138 PALM COAST PARKWAY NE # 348 PALM COAST, FL 32137 |
CRC1326612 (Exp: 08/31/2012) | (386)445-7343 |
Sub Contractors
MICHAEL DAVID CLARK
| Status | Location Address | State License Number | Phone |
| CANCEL |
P. O. Box 918 Bunnell, FL 32110 |
CAC044867 (Exp: 09/30/2008) | (386) 437-2001 |
MARTIN JOHN EVANS
| Status | Location Address | State License Number |
| ACTIVE |
14 FORT CAROLINE CT BUNNELL, FL 32110 |
CFC057676 (Exp: 08/31/2026) |
BENITO JEANTY
| Status | Location Address | State License Number | Phone | Fax |
| CANCEL |
37 RAINTREE PLACE PALM COAST, FL 32164 |
EC13001454 (Exp: 08/31/2016) | (386)586-1294 | 386-586-1346 |
Inspection History
| Type | Request Date | Result | Inspector |
| FINAL COMPLETE BUILDING INSPECTION | 06/29/2007 | FINAL APPROVED | PGALLMANN |
| Note: Per Paul | |||
| STORMWATER FINAL INSPECTION | 06/26/2007 | APPROVED - AS NOTED | DRANDALL |
| Note: THIS IS A REINSPECTION Approved based on new survey, with additional elevations along left side. Per DR.//wk 89 sq ft road damage. $812.00.//wk per DR | |||
| STORMWATER FINAL INSPECTION | 06/25/2007 | Disapproved -FEE REQUIRED | DRANDALL |
| Note: need surveyors shots entire left side of house to show flow direction.....89 sf road damage $812.00 | |||
| UTILITY COMPANY FINAL | 06/22/2007 | APPROVED | MBACON |
| PRE DRIVEWAY | 05/03/2007 | APPROVED | DRANDALL |
| STORMWATER FINAL INSPECTION | 04/30/2007 | CANCELLED BY INSPECTOR | LAPTEKAR |
| Note: this inspection cannot be scheduled//final surveys have not been received for review | |||
| DRIVEWAY | 04/20/2007 | Disapproved -FEE REQUIRED | DRANDALL |
| Note: per field check//scheduled driveway..... must have a mim. of 5" of concrete above culvert pipe......sidewalk does not show on survey, summit new survey to show sidewalk for stormwater approval | |||
| STORMWATER FINAL INSPECTION | 04/19/2007 | CANCELLED BY INSPECTOR | LAPTEKAR |
| Note: CALLED BY RICHARD this inspection cannot be scheduled//final surveys are required for review//driveway inspection before pour also required. | |||
| INSULATION INSPECTION | 12/29/2006 | APPROVED | CMINI |
| Note: THIS IS A REINSPECTION | |||
| ALL ROUGH | 12/19/2006 | APPROVED - AS NOTED | PGALLMANN |
| Note: NEED APPROVED ENERGY CALCULATIONS BY INSULATION. | |||
| ALL ROUGH | 12/15/2006 | Disapproved - NO FEE | JGIBSON |
| Note: No inspections will be given until correct electrical contractor is listed KC electrical contractor has said he is not doing work or has done any work @ this address. | |||
| INSULATION INSPECTION | 12/07/2006 | Disapproved - NO FEE | PGALLMANN |
| Note: INSTALLED PRE-MATURELY. | |||
| ALL ROUGH | 12/07/2006 | Disapproved -FEE REQUIRED | PGALLMANN |
| Note: THIS IS A REINSPECTION... PREVIOUS ITEMS NOT CORRECTED. E.G., PLUMBING; ELECTRIC; ENERGY CALCULATIONS. | |||
| LATH /BRICK FLASHING | 11/15/2006 | APPROVED | PGALLMANN |
| Note: THIS IS A REINSPECTION | |||
| ALL ROUGH | 11/13/2006 | Disapproved -FEE REQUIRED | JGIBSON |
| Note: Electrical not completed, energy calcs need revisions, no test on sanitary, fire blocking not solid in many areas,GFCI in 1/2 bath cannot service GFCI in laundry room, incomplete list. | |||
| ROOF SHEATHING/BRACES/TIES/ DOWN CELL | 11/07/2006 | APPROVED - AS NOTED | CMINI |
| Note: THIS IS A REINSPECTION. NEE LETTER FROM ENGINEER FOR SCABED TRUSSES IN GARAGE TO GAIN FULL BEARING. ALSO LETTER ON SCABED TRUSS WHERE MGT IS NAILED IN GARAGE. | |||
| ROOF SHEATHING/BRACES/TIES/ DOWN CELL | 10/05/2006 | Disapproved -FEE REQUIRED | ACOOPER |
| Note: Pour all missed cells, need engineering on all truss modifications to H-18,19,20,11. All RO1 trusses need engineering to extend the bottom cord to fit on bearing wall, compkly with bearing wall detail for LVL-2 on both ends of LVL. In complete inspection, Not ready for inspection. | |||
| LINTEL | 08/09/2006 | APPROVED | ARITTER |
| Note: THIS IS A REINSPECTION | |||
| LINTEL | 08/07/2006 | Disapproved -FEE REQUIRED | ARITTER |
| Note: MISSING CELL BACK WALL MARKED ON PLAN.CLEAN BOTTOM CELLS. | |||
| FOUNDATION SURVEY APPROVED BY STORMWATER | 08/04/2006 | APPROVED | WKINELL |
| LATH /BRICK FLASHING | 07/28/2006 | Disapproved -FEE REQUIRED | PGALLMANN |
| Note: APPARENTLY CALLED IN LATH IN LIEU OF LINTEL. NOT READY FOR LATH/FAIL. | |||
| MONOLITHIC SLAB INSPECTION/SLAB | 06/23/2006 | APPROVED | PGALLMANN |
| Note: THIS IS A REINSPECTION | |||
| MONOLITHIC SLAB INSPECTION/SLAB | 06/22/2006 | Disapproved -FEE REQUIRED | JLEVRAULT |
| Note: MISSING ONE DOWEL ROD - HILITED ON PLANS. | |||
| FIRST ROUGH PLUMBING INSPECTION | 06/16/2006 | APPROVED | PGALLMANN |
Review History
| Department | Status | Date In | Date Out |
| ZON | COMPLETE | 04/23/2007 | 04/26/2007 |
| Note: Released By: JGONZALEZ | |||
| SW1 | COMPLETE | 04/23/2007 | 04/23/2007 |
| Note: Released By: LAPTEKAR Builder wants to add 3' x 55' sidewalk to side of house facing Whittlesey. WIll forward to zoning for ARC review. | |||
| SW1 | HOLD | 01/26/2007 | 01/26/2007 |
| Note: Held By: LAPTEKAR received a new survey with a revised benchmark...however a topo survey with a revised benchmark was required...the survey brought in 1/26/07 was only a FFE survey. In order to generate a swale plan the new benchmark needs to be referenced on a sealed topo survey that also has elevations of the edge of pavement and drainage structures. | |||
| BLD | COMPLETE | 12/14/2006 | 12/20/2006 |
| Note: Released By: CCOTE Approved for Release. REVISION: Revised energy calcs. | |||
| SW1 | HOLD | 10/27/2006 | 10/27/2006 |
| Note: Held By: EBLACKER A routine audit of surveys has revealed that the bench mark referenced in the topo survey for this property does not exist at the stated location. The poles must have been moved since the survey was done. There is a new house under construction right where the Bench Mark was located (#25). Now there is a pole at the left property line of house #23 instead of at the right side as shown on the survey, but it has no bench mark. There is also a pole at the right property line of house number 25 with a bench mark nail in it. However this nail does not coinside with the elevations given so it must be for the house under construction at #25. We need a new survey to complete the swale plan. | |||
| BLD | COMPLETE | 10/16/2006 | 10/17/2006 |
| Note: Released By: CCOTE Approved for Release. REVISION: Truss Repairs R01, H13, H14, H19, H20, H10. | |||
| BLD | COMPLETE | 04/17/2006 | 04/19/2006 |
| Note: Released By: CCOTE Approved for Release per plan cover sheet. | |||
| BLD | HOLD | 04/06/2006 | 04/11/2006 |
| Note: Held By: CCOTE The City received revised drawings however the following items from the previous comments were not addressed and must be submitted in order to complete the Building Permit Application plan review. All items must be submitted on a signed and sealed drawing (2 copies of each). 1. Provide beam size, type and grade for all beams to be used including but not limited to LVL-1, LVL-2, LVL-3 and BEAM. | |||
| BLD | HOLD | 03/27/2006 | 03/29/2006 |
| Note: Held By: CCOTE The City received revised drawings however the following items from the previous comments were not addressed and must be submitted in order to complete the Building Permit Application plan review. All items must be submitted on a signed and sealed drawing (2 copies of each). 1. Provide beam size, type and grade for all beams to be used including but not limited to LVL-1, LVL-2, LVL-3 and BEAM. 2. Provide connectors to be used to secure beams all connection points including but not limited to exterior masonry walls, interior framed walls and posts. 3. Provide connectors to secure bearing posts to foundation and to beam. 4. Provide lintel information indicating size and reinforcing for all lintels including but not limited to windows, doors, garage doors, entry and covered porch. Ideally this would be added to window and door schedule with a column for this. Example: "8F16-1B/1T". In addition add all masonry openings. A lintel schedule was provided however there are 4 types and the floor plan has no reference to the lintel marks. Please indicate which lintel type to use at each masonry opening. 5. The drawings do not indicate truss uplift connectors to be used for each truss. A note stating to use a HETA20 unless otherwise noted but the 2nd floor is wood framed and there is no connector specified for this condition. 6. Provide more specific information for exterior guard rail as to how it will be constructed to meet the requirements of section R312. Provide post information, spacing and how posts are connected at the base. 7. Provide detail as to how roof around perimeter of balcony floor is to be framed and connected. | |||
| BLD | HOLD | 03/03/2006 | 03/03/2006 |
| Note: Held By: CCOTE The following items must be submitted in order to complete the Building Permit Application plan review. All items must be submitted on a signed and sealed drawing (2 copies of each). 1. Provide framing size, grade, spacing for 2nd floor balcony. 2. Indicate connectors to be used to secure 2nd floor framing to wall, beam and lintel. 3. Provide beam size, type and grade for all beams to be used including but not limited to LVL-1, LVL-2, LVL-3 and BEAM. 4. Provide connectors to be used to secure beams all connection points including but not limited to exterior masonry walls, interior framed walls and posts. 5. LVL-1 is bearing on a wood framed wall at the stairwell. This wall is not indicated as a bearing wall and no post is indicated. The foundation plan does not show a thickened slab here nor a column footing. How is this beam supported at this end and how is connected and how is a continuous load path to the foundation achieved? 6. Provide a 2-story wall section indicating all framing components as well as connectors used to secure 2nd floor walls to beams and walls below. 7. Provide connectors to secure bearing posts to foundation and to beam. 8. Provide lintel information indicating size and reinforcing for all lintels including but not limited to windows, doors, garage doors, entry and covered porch. Ideally this would be added to window and door schedule with a column for this. Example: "8F16-1B/1T". In addition add all masonry openings. 9. The drawings do not indicate truss uplift connectors to be used for each truss. A note stating to use a HETA20 unless otherwise noted but the 2nd floor is wood framed and special connectors for girders and etc. are not noted on the plan. Please submit a project specific truss connector schedule listing connector(s) to be used for each connection point for each truss as well connectors to be used for other items including but not limited to beams, columns and hand framed members. 10. The truss connector specified for truss 21 is noted as a HGT-2. Based on the Simpson catalog this will require the following: a. Masonry ends: Requires anchorage of two 3/4" diameter anchors with an embedment of 12". Please clarify how this will be accomplished. 11. Provide more specific information for exterior guard rail as to how it will be constructed to meet the requirements of section R312. Provide post information, spacing and how posts are connected at the base. 12. Provide detail as to how roof around perimeter of balcony floor is to be framed and connected. | |||
| ZON | COMPLETE | 03/02/2006 | 03/03/2006 |
| Note: Released By: HHERKERT | |||
| SW1 | HOLD | 11/23/2005 | 12/12/2005 |
| Note: Held By: LAPTEKAR Need 2 sealed topo syurveys using 1988NAVD data with a benchm,ark that is not a cap in the road. Also need a grading plan showing proposed elevations. Need measurement of driveway flairs to the intersection on the site plan. | |||
| ZON | HOLD | 11/23/2005 | 02/15/2006 |
| Note: Held By: HHERKERT additional landscape is required on the left side of the structure facing Whittleset Lane | |||
| SW1 | COMPLETE | 03/02/2006 | |
| Note: Released By: LAPTEKAR recieved topo surveys...3/2 |
Fees & Payments
(Permit is not ready for pickup until the permit has been processed and fees appear)
| Description | Amount Due | Date Paid |
| ENGINEERING ROAD DAMAGE | ¤812.00 | 06/29/2007 |
| REINSPECTION FEE | ¤40.00 | 06/29/2007 |
| REINSPECTION FEE | ¤40.00 | 06/29/2007 |
| REINSPECTION FEE | ¤40.00 | 06/29/2007 |
| REINSPECTION FEE | ¤40.00 | 06/29/2007 |
| REINSPECTION FEE | ¤40.00 | 06/29/2007 |
| REINSPECTION FEE | ¤40.00 | 06/29/2007 |
| REVISION | ¤40.00 | 06/29/2007 |
| REVISION | ¤40.00 | 06/29/2007 |
| STORMWATER REINSPECTION FEE | ¤35.00 | 06/29/2007 |
| STORMWATER REINSPECTION FEE | ¤35.00 | 06/29/2007 |
| TRANS IMPACT FEE 4 - PER UNIT | ¤3,248.51 | 04/21/2006 |
| ADMIN FEE | ¤20.00 | 04/21/2006 |
| ARC HOUSE REVIEW | ¤125.00 | 04/21/2006 |
| BUILDING CODE ADMIN FUND | ¤22.83 | 04/21/2006 |
| ELECTRIC FEE | ¤225.00 | 04/21/2006 |
| SCHOOL BOARD IMPACT FEE RES | ¤3,600.00 | 04/21/2006 |
| STORM WATER PERMIT FEES | ¤80.00 | 04/21/2006 |
| FIRE RES IMPACT FEE 4-1-05 | ¤173.47 | 04/21/2006 |
| MECHANICAL FEE | ¤225.00 | 04/21/2006 |
| PERMIT FEE | ¤1,267.50 | 04/21/2006 |
| PARKS IMPACT FEE 11-2-04 | ¤1,120.91 | 04/21/2006 |
| PLAN CHECK FEE | ¤130.00 | 04/21/2006 |
| PLUMBING FEE | ¤225.00 | 04/21/2006 |
| RADON FEE | ¤22.83 | 04/21/2006 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤11,688.05 |