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Permit #2006020602

Permit Details

Status: COED

CONDITIONED SPACE: 3813 sqft
GARAGE: 461 sqft
OPENED PORCH (WITH ROOF) : 223 sqft
OPENED PORCH (WITH ROOF) : 201 sqft
OPENED PORCH (WITH ROOF) : 383 sqft
Total Square Footage: 5081 sqft
Subdivision: 2068 - Village G-2 at Grand Haven
Job Phone: (386) 445-4408
Location Address: 70 RIVER TRAIL DR
Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY
Issue Date: 03/31/2006
NOC: RECORDED
Applicant name: PATRICK E KOLLAR
Owner: ANDRIUS DONELLA

Address

10717 JORDAN ROAD

CARMEL, IN 46032
Contracted Stated Job Value: ¤565,000.00
Job Description: SINGLE FAMILY RESIDENCE
Type: CN

Contractor

RED CARPET CONSTRUCTION INC.
Status Location Address State License Number Phone Fax
ACTIVE

8A Market Place Court

Palm Coast, FL 32137

 CRC017457 (Exp: 08/31/2026) (386) 445-4408 (386)446-2232

Sub Contractors

BEN K REIHL
Status Location Address State License Number Phone Fax
ACTIVE

605 MCINTOSH ROAD

Ormond Beach, 32174

 EC0002867 (Exp: 08/31/2026) (386) 677-4464 386-673-4199
LARRY MILTON HISS
Status Location Address State License Number Phone Fax
CANCEL

1315 A LPGA BLVD

Holly Hill, FL 32117

 CAC032450 (Exp: 08/31/2018) (386) 672-8688 (386)238-8688
GARY S WELBORN
Status Location Address State License Number Phone Fax
CANCEL

1709 North Nova Road

Holly Hill, FL 32117

 CFC037140 (Exp: 08/31/2018) (386) 257-1172 (386)252-5979
BARRY D MARTIN
Status Location Address State License Number Phone Fax
CANCEL

1650 N STATE STREET

Bunnell, FL 32110

 CCC033728 (Exp: 08/31/2020) (386) 437-7700 (386)437-7701

Inspection History

Type Request Date Result Inspector
FINAL COMPLETE BUILDING INSPECTION 08/14/2007 FINAL APPROVED JGIBSON
STORMWATER FINAL INSPECTION 08/09/2007 APPROVED DRANDALL
Note: THIS IS A REINSPECTION
STORMWATER FINAL INSPECTION 07/25/2007 Disapproved -FEE REQUIRED DRANDALL
Note: place sod on rear bank, after hand grading, stagger sod joints & pin to stabilize.....remove silt fence
UTILITY COMPANY FINAL 07/18/2007 APPROVED TSCHWEERS
Note: Francine called in inspection
RESIDENTIAL EARLY POWER 07/18/2007 APPROVED LHITES
Note: Francine called in inspection
INSULATION INSPECTION 02/02/2007 APPROVED JGIBSON
Note: THIS IS A REINSPECTION
INSULATION INSPECTION 01/30/2007 Disapproved -FEE REQUIRED JMCGOWEN
Note: NEED FIRESTOP IN M-BATH, SUPPORT A/C DUCT IN M-BATH
ALL ROUGH 01/23/2007 APPROVED - AS NOTED JMCGOWEN
Note: THIS IS A REINSPECTION STILL NEED MASTER BATH EX. FAN DUCT, MOVE SPA OUTLET, FIREBLOCK IN MASTER BATH
ALL ROUGH 01/16/2007 Disapproved -FEE REQUIRED JMCGOWEN
Note: strap/support nm cable every 4.5ft. rewmove loops at j-boxes. recheck rec. spacing onkitchen counter. remove nm cable from housing of recessed cans. 2ft or more requires a rec. all white conductors used a s hots need to bge marked as such. need an anti- scald vavle for sprayer on spa tub. recheck nail plates on electric and piping. spa tub motor will need to be removable without damaging nm cable. ex. fan master bath missing duct.
LATH /BRICK FLASHING 11/14/2006 APPROVED JGIBSON
ROOF SHEATHING/BRACES/TIES/ DOWN CELL 10/20/2006 APPROVED JGIBSON
RESIDENTIAL EARLY POWER 10/18/2006 APPROVED - AS NOTED JGIBSON
Note: This is a tug for temp power.
PARTIAL TIE BEAM/LINTEL 08/01/2006 APPROVED JMCGOWEN
LINTEL 07/27/2006 APPROVED JMCGOWEN
Note:
LINTEL 06/22/2006 APPROVED JMCGOWEN
LINTEL 06/15/2006 APPROVED JMCGOWEN
FLOOD ZONE 'A' ELEVATION CERTIFICATE APPROVAL 06/06/2006 APPROVED CBENTLEY
MONOLITHIC SLAB INSPECTION/SLAB 05/16/2006 APPROVED CMINI
FIRST ROUGH PLUMBING INSPECTION 05/10/2006 APPROVED JGIBSON

Review History

Department Status Date In Date Out
BLD COMPLETE 09/19/2006 09/19/2006
Note: Released By: CCOTE Approved for Release. REVISION: Connector change for balcony side header to house.
BLD CANCEL 09/15/2006
BLD COMPLETE 09/06/2006 09/11/2006
Note: Released By: CCOTE Approved for Release. REVISION: Revised sheeet A9.
BLD COMPLETE 08/25/2006 08/28/2006
Note: Released By: CCOTE Approved for Release. REVISION: connector change at header to column at balcony.
BLD COMPLETE 06/16/2006 06/20/2006
Note: Released By: LWOODROME Revision: Connector schedule
BLD COMPLETE 04/06/2006 04/11/2006
Note: Released By: CCOTE Approved for Release. Revision: Floor plan changes.
BLD COMPLETE 03/27/2006 03/29/2006
Note: Released By: CCOTE Approved for Release per plan cover sheet.
BLD HOLD 03/21/2006 03/22/2006
Note: Held By: CCOTE Held per fax comments sent 3/22/06.
BLD HOLD 03/09/2006 03/15/2006
Note: Held By: CCOTE The City received your revised drawing per the previous comments however the following items were not addressed and/or need further information to be submitted in order to complete the Building Permit Application plan review. Old items that have been addressed and need no further information are show as strikethrough; new notes are shown in bold italic. CITY OF PALM COAST o 2 COMMERCE BLVD o PALM COAST, FL 32164 PHONE: 386-986-3780 o FAX: 386-986-3781 1. The drawings contain two interior bearing wall details, one on A8 and one on S1. They are different clarify if both are to be used and if so denote locations on plan. Also, the foundation plan indicates anchor bolt spacing that only matches on of the sections. 2. Provide sizes of all Beams including those identified as beams by builder, on a signed and sealed drawing. 3. Provide connectors for all beams on a signed and sealed drawing. Connectors were identified on the beam schedule however the following issues were found: a. Beam 1 - Connection 2: Schedule calls for "Face mount hanger by truss company" and the drawings call for an HGUS5.50/14 hanger. Clarify what shall be used. b. Beam 2 - Connection1: Schedule calls for a WM Bucket hanger. Provide specific WM hanger to use. In addition this beam has uplift transferred down from roof trusses above and WM hangers do not have much uplift capacity therefore verification is needed that this hanger can accommodate the imposed loads on it. c. Beam 2 - Connection 2: Connection 2: Schedule calls for "Face mount hanger by truss company" and the drawings appear to show this beam sitting on a wood framed bearing wall so therefore a connector will need to be specified. d. Beam 3 - Connection 1: Schedule calls for "Face mount hanger by truss company" and the drawings indicate a WM hanger since no face mount exists therefore update schedule and provide specific WM hanger to be used. e. Beam 3 - Connection 2: Schedule calls for "Face mount hanger by truss company" and the drawings call for an HGUS412 hanger. Clarify what shall be used. f. Beam 4 - Connection 1: Schedule calls for a META18 hanger and it appears this beam supports roof trusses therefore it must be capable of transferring uplift loads. Since the META18 hanger is only capable of low uplifts loads verification is needed that this hanger can accommodate the imposed loads on it g. Beam 4 - Connection 2: Schedule calls for "Face mount hanger by truss company" and the drawings call for an HGUS412 hanger. Clarify what shall be used. h. Beam 5 - Connection 2: This end identifies no connection just 4" of bearing. This beam supports beam 4 that has uplift that needs to be transferred down therefore uplift exists and a connector is required. i. Beam 6 - Connection 1: Schedule calls for a WM Bucket hanger. Provide specific WM hanger to use. j. Beam 6 - Connection 2: Schedule calls for "Face mount hanger by truss company" and the drawings call for an HGUS412 hanger. Clarify what shall be used. k. Beam 8 - Connection 2: Schedule calls for "Face mount hanger by truss company" and the drawings call for an HGUS412 hanger. Clarify what shall be used. 4. Some of the code references are incorrect. Please correct electrical Code, current is NEC 2002. 5. Sheet S3 references Florida Building Code 2002 which is incorrect. 6. T25 calls for a HTT22 Top and Bottom at exterior wall. How are these installed; is there a column here and are these for the top and bottom of the column? Is there an additional connector to be used to connect the truss to the column? In addition this truss appears to be over the doorway so how is load transferred down and around doorway to B2? A detail was submitted 'stacked studs' however this detail does not apply to this project since these trusses bear over door opening. The connector specified will not fit in allocated space and it is not specified how the uplift loads is transferred around the opening; how the base of the sides of openings are connected to Beam 2; how the wall base is attached to Beam 2. 7. T25 calls for an HGT-2 at the rear porch and it is not clear if this rear porch is wood or masonry framed. If wood framed then a beam size is required as well as additional information as to how HGT-2 is attached to the beam. A note was added to the floor plan A3 to provide a double 2x12 header around balcony. However it is still not clear how this is attached to the wood beam. Will an additional connector be used attached to the side of the beam or will the beam be drilled out and threaded rod installed with a washer and nut. Clarify installation and provide additional connectors/washers/nuts etc. Also no information is given as to how this header is connected at the ends; are there columns if so what are they and how are the post bottom connected to wall below? In addition this detail calls for a HTTS22 connector which I cannot find in the Simpson catalog. 8. T28 calls for a HTT22 Top and Bottom at exterior wall. How are these installed; is there a column here and are these for the top and bottom of the column? Is there an additional connector to be used to connect the truss to the column? In addition this truss appears to be over a window so how is load transferred down and around doorway to B2? A detail was submitted 'stacked studs' however this detail does not apply to this project since these trusses bear over door opening. The connector specified will not fit in allocated space and it is not specified how the uplift loads is transferred around the opening; how the base of the sides of openings are connected to Beam 2; how the wall base is attached to Beam 2. 9. T28 calls for an HGT-3 at the rear porch and it is not clear if this rear porch is wood or masonry framed. If wood framed then a beam size is required as well as additional information as to how HGT-3 is attached to the beam. A note was added to the floor plan A3 to provide a double 2x12 header around balcony. However it is still not clear how this is attached to the wood beam. Will an additional connector be used attached to the side of the beam or will the beam be drilled out and threaded rod installed with a washer and nut. Clarify installation and provide additional connectors/washers/nuts etc. Also no information is given as to how this header is connected at the ends; are there columns if so what are they and how are the post bottom connected to wall below? In addition this detail calls for a HTTS22 connector which I cannot find in the Simpson catalog. 10. T28 calls for an HGT-3 at the front and it is not clear how the load is transferred down to the foundation. Please provide additional information such as column size and other connectors to be used. No post or additional connectors are identified nor a threaded rod. The drawings show a wood framed wall bearing on Beam 5 therefore connectors are need so supplement the HGT-3 as well as information as to how load is connected to Beam 5 and how Beam 5 ends are connected to transfer load down. 11. T292 calls for an HGT-2 at the rear porch and it is not clear if this rear porch is wood or masonry framed. If wood framed then a beam size is required as well as additional information as to how HGT-2 is attached to the beam. A note was added to the floor plan A3 to provide a double 2x12 header around balcony. However it is still not clear how this is attached to the wood beam. Will an additional connector be used attached to the side of the beam or will the beam be drilled out and threaded rod installed with a washer and nut. Clarify installation and provide additional connectors/washers/nuts etc. Also no information is given as to how this header is connected at the ends; are there columns if so what are they and how are the post bottom connected to wall below? 12. Provide better clarification as to which walls are wood framed and which walls are masonry framed on the floor plans. Drawings clearly show each type now however additional information is required as to how the wood framed walls are connected to structure (wood beams, bond beams) below. 13. Lintels over entry and lanai are not identified with a lintel mark. 14. Detail 4/A8 needs clarification. It shows a PT ledger board attached to hollow masonry units. Provide specific size of ledger board to be used and verification that Dyna Bolts will be installed into hollow masonry units. 15. Provide connectors to be used to secure floor joists to beams, ledgers and walls. Item not addressed. Please provide information. 16. NEW ITEM Sheet A9 was changed to state connectors "Simpson or Equal or Better" Or Equal language is not acceptable and needs to be removed since all alternate connectors than those specified must be reviewed and approved by the engineer/architect of record. It would be acceptable to list equivalent connectors to be used in lieu of each specific simpson connector specified.
PLFM COMPLETE 03/08/2006 03/17/2006
Note: Released By: CBENTLEY Flood Zone A-5, please provide elevation certificate elevation certificate received
BLD HOLD 02/24/2006 03/02/2006
Note: Held By: CCOTE The following items must be submitted in order to complete the Building Permit Application plan review. 1. The drawings contain two interior bearing wall details, one on A8 and one on S1. They are different clarify if both are to be used and if so denote locations on plan. Also, the foundation plan indicates anchor bolt spacing that only matches on of the sections. 2. Provide sizes of all Beams including those identified as beams by builder, on a signed and sealed drawing. 3. Provide connectors for all beams on a signed and sealed drawing. 4. Some of the code references are incorrect. Please correct electrical Code, current is NEC 2002. 5. Sheet S3 references Florida Building Code 2002 which is incorrect. 6. T25 calls for a HTT22 Top and Bottom at exterior wall. How are these installed; is there a column here and are these for the top and bottom of the column? Is there an additional connector to be used to connect the truss to the column? In addition this truss appears to be over the doorway so how is load transferred down and around doorway to B2? 7. T25 calls for an HGT-2 at the rear porch and it is not clear if this rear porch is wood or masonry framed. If wood framed then a beam size is required as well as additional information as to how HGT-2 is attached to the beam. 8. T28 calls for a HTT22 Top and Bottom at exterior wall. How are these installed; is there a column here and are these for the top and bottom of the column? Is there an additional connector to be used to connect the truss to the column? In addition this truss appears to be over a window so how is load transferred down and around doorway to B2? 9. T28 calls for an HGT-3 at the rear porch and it is not clear if this rear porch is wood or masonry framed. If wood framed then a beam size is required as well as additional information as to how HGT-3 is attached to the beam. 10. T28 calls for an HGT-3 at the front and it is not clear how the load is transferred down to the foundation. Please provide additional information such as column size and other connectors to be used. 11. T292 calls for an HGT-2 at the rear porch and it is not clear if this rear porch is wood or masonry framed. If wood framed then a beam size is required as well as additional information as to how HGT-2 is attached to the beam. 12. Provide better clarification as to which walls are wood framed and which walls are masonry framed on the floor plans. 13. Lintels over entry and lanai are not identified with a lintel mark. 14. Detail 4/A8 needs clarification. It shows a PT ledger board attached to hollow masonry units. Provide specific size of ledger board to be used and verification that Dyna Bolts will be installed into hollow masonry units. 15. Provide connectors to be used to secure floor joists to beams, ledgers and walls.
URB COMPLETE 02/22/2006 02/24/2006
Note: Released By: CBENNETT
SW1 COMPLETE 02/17/2006 03/08/2006
Note: Released By: LAPTEKAR Flood zone A....changed inspection to 103
ZON COMPLETE 02/17/2006 02/22/2006
Note: Released By: JGONZALEZ

Fees & Payments

(Permit is not ready for pickup until the permit has been processed and fees appear)
Description Amount Due Date Paid
EARLY POWER INSPECTION ¤40.00 08/15/2007
EARLY POWER INSPECTION ¤40.00 08/15/2007
EARLY POWER INSPECTION ¤40.00 08/15/2007
REINSPECTION FEE ¤40.00 08/15/2007
REINSPECTION FEE ¤40.00 08/15/2007
REVISION ¤40.00 08/15/2007
REVISION ¤40.00 08/15/2007
REVISION ¤40.00 08/15/2007
REVISION ¤40.00 08/15/2007
REVISION ¤40.00 08/15/2007
STORMWATER REINSPECTION FEE ¤35.00 08/15/2007
TRANS IMPACT FEE 4 - PER UNIT ¤3,248.51 03/31/2006
ADMIN FEE ¤20.00 03/31/2006
BUILDING CODE ADMIN FUND ¤25.41 03/31/2006
ELECTRIC FEE ¤369.00 03/31/2006
SCHOOL BOARD IMPACT FEE RES ¤3,600.00 03/31/2006
STORM WATER PERMIT FEES ¤80.00 03/31/2006
FIRE RES IMPACT FEE 4-1-05 ¤173.47 03/31/2006
MECHANICAL FEE ¤369.00 03/31/2006
PERMIT FEE ¤2,203.50 03/31/2006
PARKS IMPACT FEE 11-2-04 ¤1,120.91 03/31/2006
PLAN CHECK FEE ¤226.00 03/31/2006
PLUMBING FEE ¤369.00 03/31/2006
RADON FEE ¤25.41 03/31/2006
Fees Total Due: ¤0.00 Total Paid: ¤12,265.21