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Permit #2005080116
Permit Details
Status: COED
| Parcel Id: 07-11-31-7012-00030-1940 |
| CONDITIONED SPACE: 3167 sqft |
| GARAGE: 593 sqft |
| OPENED PORCH (WITH ROOF) : 210 sqft |
| OPENED PORCH (WITH ROOF) : 168 sqft |
| OPENED PORCH (WITH ROOF) : 53 sqft |
| PATIO/DECK (NO ROOF) : 151 sqft |
| Total Square Footage: 4342 sqft |
| Block: 0003 |
| Subdivision: - |
| Job Phone: (386) 445-2222 |
| Location Address: 125 BARRINGTON DR |
| Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY |
| Issue Date: 11/01/2005 |
| NOC: RECORDED |
| Applicant name: MICHAEL STEPHAN MULLEN |
| Owner: DONALD GROUNDWATER |
|
Address EVELYN L GROUNDWATER PALM COAST, FL 32137 |
| Lot: 194 |
| Contracted Stated Job Value: ¤200,000.00 |
| Job Description: SINGLE FAMILY RESIDENCE |
| Type: CN |
Contractor
TOWN & COUNTRY HOMES
| Status | Location Address | State License Number | Phone |
| ACTIVE |
1 Enterprise Drive Bunnell, FL 32110 |
CGC049972 (Exp: 08/31/2026) | (386) 445-2222 |
Inspection History
| Type | Request Date | Result | Inspector |
| FINAL COMPLETE BUILDING INSPECTION | 10/02/2006 | FINAL APPROVED | MMOORE |
| Note: 1. KITCHEN TO BE FINISHED AT THE COUNTER TOP AREA AT A LATER DATE AND UNDER A DIFFERENT PERMIT NUMBER 2. AT THIS TIME THE COUNTER TOPS ARE NOT INSTALLED INCLUDING THE EXHAUST VENT/ HOOD , COOK TOP, GARBAGE DISPOSAL AND KITCHEN SINK 3. ALL ELECTRICAL OUTLETS ARE ENCLOSED IN METAL BOXES WITH METAL COVERS FOR THE BEFORE MENTIONED. | |||
| FINAL COMPLETE BUILDING INSPECTION | 09/29/2006 | Disapproved -FEE REQUIRED | MMOORE |
| Note: 1. OUTLET UNDER KITCHEN SINK/ NOT COMPLETED 2. GROUT UNDER TOILETS 3. SEAL PLENUM IN GARAGE AT PIPING | |||
| STORMWATER FINAL INSPECTION | 09/28/2006 | APPROVED - AS NOTED | DRANDALL |
| Note: THIS IS A REINSPECTION 30 s.f. road damage $340 | |||
| STORMWATER FINAL INSPECTION | 09/27/2006 | Disapproved -FEE REQUIRED | DRANDALL |
| Note: previous items not done.....30 sf road damage - $ 340.00 | |||
| STORMWATER FINAL INSPECTION | 09/26/2006 | Disapproved -FEE REQUIRED | DRANDALL |
| Note: seed & straw exposed earth right side & rear.....30 sf road damage.....clean out culverts.....remove concrete washout right adj. property & sod same area.....remove all concrete washout right adj. property & seed & straw same area.....remove trash right adj. property.....sweep street.....$340.00 road damage | |||
| STORMWATER FINAL INSPECTION | 09/25/2006 | CANCELLED BY INSPECTOR | WKINELL |
| UTILITY COMPANY FINAL | 09/21/2006 | APPROVED | DHANEY |
| Note: CONTRACTOR CALLED TO SCHEDULE A UTILITY FINAL FOR 9/21/06 | |||
| RESIDENTIAL EARLY POWER | 08/28/2006 | APPROVED | RMARVEL |
| RESIDENTIAL EARLY POWER | 08/25/2006 | CANCELLED BY APPLICANT | MMOORE |
| PRE DRIVEWAY | 08/10/2006 | APPROVED | DRANDALL |
| LATH /BRICK FLASHING | 07/11/2006 | APPROVED | MMOORE |
| INSULATION INSPECTION | 07/06/2006 | APPROVED | MMOORE |
| ALL ROUGH | 06/30/2006 | APPROVED | MMOORE |
| ROOF SHEATHING/BRACES/TIES/ DOWN CELL | 06/22/2006 | APPROVED | MMOORE |
| Note: THIS IS A REINSPECTION | |||
| ROOF SHEATHING/BRACES/TIES/ DOWN CELL | 05/19/2006 | Disapproved -FEE REQUIRED | JLEVRAULT |
| Note: THIS IS A REINSPECTION POWERBOX SITTING ON 8 X 8 PORCH COLUMN NOT COMPLETELY GROUTED AND TWO VISUAL #5'S PLACED 1/2 INCH FROM FACE OF POWERBOX. ######COME IN TO SEE CHIEF INSPECTOR JOE MCGOWAN FIRST THING MONDAY MORNING AND BRING IN PLANS AND REVISED PLANS.####### | |||
| ROOF SHEATHING/BRACES/TIES/ DOWN CELL | 04/19/2006 | Disapproved -FEE REQUIRED | MMOORE |
| Note: 1. FRAMING NOT COMPLETED 2. STRUCTURAL CHANGE FOR REAR OF BUILDING: NEED APPROVED SET OF PLANS (BUILDING HEIGTH AT DECK AND PORCH AREA) 3. NO PROOF OF LAP OF REBAR INSIDE OF COLUMNS AT ADDITION WHERE COLUMNS WERE EXTENDED 4. BACKWALL AT PICTURE WINDOW AND SLIDING DOOR TO BE BLOCK FULL HEIGTH 5. HEADER ON RIGHT OF ENTRY (2X10) TO BE BEARING 3" ON BLOCKWALL | |||
| TEMPORARY POLE | 02/17/2006 | APPROVED | MMOORE |
| Note: called fpl at 4:20 Susan | |||
| TEMPORARY POLE | 02/09/2006 | APPROVED | JLEVRAULT |
| Note: THIS IS A REINSPECTION LIBBY - SUSAN - 9:30 -- 2-10-06 | |||
| TEMPORARY POLE | 01/30/2006 | Disapproved -FEE REQUIRED | MMOORE |
| Note: 1. NOT SOLID ENOUGH/ POOR ANCHORAGE 2. MAIN 4X4 NOT BURIED DEEP ENOUGH 3. STAKE-OFF BETTER/ CALLED FPL ON 2/17/06 AT 4:25 TO SUSAN MD | |||
| LINTEL | 01/09/2006 | APPROVED | MMOORE |
| MONOLITHIC SLAB INSPECTION/SLAB | 12/27/2005 | APPROVED | MMOORE |
| FIRST ROUGH PLUMBING INSPECTION | 12/20/2005 | APPROVED | JLEVRAULT |
Review History
| Department | Status | Date In | Date Out |
| BLD | COMPLETE | 06/20/2006 | 06/21/2006 |
| Note: Released By: LWOODROME Revision: Steel angle support | |||
| BLD | COMPLETE | 05/16/2006 | 05/16/2006 |
| Note: Released By: LWOODROME Revision: Wood columns to CMU | |||
| BLD | COMPLETE | 10/27/2005 | 10/27/2005 |
| Note: Released By: CCOTE Approved for Release per plan cover sheet. | |||
| BLD | HOLD | 10/03/2005 | 10/04/2005 |
| Note: Held By: CCOTE The City received comments from the previous fax however the following items were not addressed and must be submitted in order to complete the Building Permit Application plan review. 1. The length of truss S02 and other trusses on this side appear to be incorrect based on where GDR01 needs to be placed to accommodate the hanger identified. The bearing wall location needs to be moved as well. 2. The connectors specified for GDR01 at reaction point 13 do not meet the loading shown for this truss unless two connectors are used here. Please revise as required. a. Will there be multiple studs at this location? b. Will the threaded rod extend down into the footing? If so, will there be a hold down at the base? 3. No connector is specified for reaction point 14. Please clarify. 4. Provide calculations showing that the compressive strength of the masonry wall at each bearing end can support the imposed loads. 5. The HGT connector specified for GDR01 needs 9" clearance between the anchors and the anchor cannot be closer than 4 5/8" from ed end of the block and must be embedded a minimum of 12" to achieve the loads stated in the Simpson Table. This will require the shifting of the GDRO1 and bearing wall and will need either two vertical cells side by side or two horizontal course bond beam at the bearing elevation. Please clarify. 6. The precast lintel marked as 'Q' at the rear of the Covered Porch is a lintel at the 2nd story elevation. The end at the Balcony side would indicate that this lintel is supported by the wood post. Please clarify. | |||
| BLD | HOLD | 09/27/2005 | 09/27/2005 |
| Note: Held By: CCOTE The City received comments from the previous fax however the following items were not addressed and must be submitted in order to complete the Building Permit Application plan review. 1. The truss layout indicates that the truss company will size LVL's however the truss index cover sheet does not include them. Also, the truss index cover sheet does not include the floor framing members as well. Please provide description and sizes of each on a signed and sealed sheet. 2. The Beam shown on the truss layout for the 2nd floor deck is stated as being sized by the engineer of record however no size is shown on the drawings. Please provide size and connectors to be used. 3. There does not appear to be any connection between the floor framing members (T16) and LVL4. Is this correct? 4. The drawings indicate that LVL4 will be secured to the masonry wall by a MGT connector. Clarify that only one connector is required and indicate where to be located (at end of LVL4?). 5. Provide additional 2-story wall sections to show the various construction methods as follows: a. At LVL1. (show how wall above is connected to LVL; show extent of anchor bolts and indicate spacing) b. At LVL2. (show how wall below and above is connected to LVL; show extent of anchor bolts and indicate spacing) (the connector for T08, T12 & T14 are not shown, please provide) c. At LVL3. (show how wall above is connected to LVL; show extent of anchor bolts and indicate spacing) d. At LVL4 (at exterior wall) (the connector for T16 to the LVL do not appear to be correct, please clarify) e. At GDR01. (at bearing wall; include wood stud wall that sits on top; show all connectors to wall below and above.) f. At entry wall and archway. Indicate how stud wall is secured to masonry below. 6. Provide framing for exterior deck. Include connectors to be used. 7. Provide section through 2nd floor deck indicating how it will be constructed weatherproof due to living space below. 8. Provide post size and connector used at base and top for posts at deck. 9. Provide size of headers to be used to support roof at deck. Include connectors to be used to connect to column, each other, and to exterior wall. 10. The foundation plan shows an enlarged footing at one end of the wall supporting GDR01. Clarify that an enlarged footing is not required on the other end. 11. The truss package for GDR01 indicated only a bearing point on each end but the drawings elude to there being a bearing wall along a portion of the span. Please revise truss package or drawings. 12. The connectors specified for GDR01 do not meet the loading shown for this truss in the truss package and appears to be for a 3 ply truss rather than a 4 ply truss. Please revise as required. In addition provide calculations showing that the compressive strength of the masonry wall at each bearing end can support the imposed loads. 13. Only one lintel is shown over the window openings in the exterior wall of the Family Room. Please provide all lintels to be used and show locations on the elevation. 14. Provide guard rail section at deck. Indicate material size and spacing and include connection information that will be used to meet the loading requirements of the building code. The detail shows item as wood and elevation refers to aluminum. Please revise. 15. Provide guard rail section at the second floor level and stairwell. Indicate material size and spacing and include connection information that will be used to meet the loading requirements of the building code. 16. The truss G02 appears to be located directly over the half round window leaving no room for a lintel or bond beam. Please clarify the placement of this truss. The exterior wall shall be structurally continuous from the slab to the ceiling or roof plane. Provide detail as to how this wall will be constructed. 17. The Bonus Room cross section indicates 4"x4" wall studs however the wall section shows 2x4 framing. Please revise details as required. In addition this section does not match the floor plan. 18. All sections, details, and etc. shall be modified to show actual project conditions. Generic details that do not apply to actual project shall be removed from the drawing set. | |||
| BLD | HOLD | 08/05/2005 | 08/11/2005 |
| Note: Held By: CCOTE The following items must be submitted in order to complete the Building Permit Application plan review. 1. Provide size of LVL 1,2,3,4 and size of Beam at Deck. Include connectors to be used to attach beam and LVL's to wall and to each other. 2. Provide detail as to how L VL 4 will rest on top of cmu wall. Will the floor joists sit on top or will they hang off the side of the LVL? Revise hangers specified as required. 3. Provide framing for exterior deck. Include connectors to be used. 4. Provide section through 2nd floor deck indicating how it will be constructed weatherproof due to living space below. 5. Provide post size and connector used at base and top for posts at deck. 6. Provide size of headers to be used to support roof at deck. Include connectors to be used to connect to column, each other, and to exterior wall. 7. Provide lintel ID marks on the floor plan. 8. Submit profile of GDR01 and indicate what elevation this will be bearing at. 9. The foundation plan does not accurately depict the width and extent of the load bearing wall that will be supporting GDR01. 10. The foundation plan does not accurately show the wider footer that is shown hatched. It shows as 16" wide but the note states 24" wide. 11. Provide additional foundation details that show the enlarged footing. 12. Provide a detail flag at the interior load bearing wall that is supporting GDR01. Note that this wall is noted as a 2x6 wall. 13. Right side elevation has a note "11 ¾ wood-I. Clarify what this is not means and what is pointing to? 14. Will there be a lintel between the window units? 15. How will the front cmu wall at the entry be constructed due to its height? 16. Provide guard rail section at deck. Indicate material size and spacing and include connection information that will be used to meet the loading requirements of the building code. 17. Provide guard rail section at the second floor level and stairwell. Indicate material size and spacing and include connection information that will be used to meet the loading requirements of the building code. 18. Provide a stair section. Indicate framing size and spacing, tread and riser dimensions and handrail/guardrail information. 19. Provide profile of truss G02. This truss appears to be a gable truss at the end wall in the Nook area. This wall has a half-round window in it. The exterior wall shall be structurally continuous from the slab to the ceiling or roof plane. Provide detail as to how this wall will be constructed. | |||
| ZON | COMPLETE | 08/04/2005 | 08/05/2005 |
| Note: Released By: HHERKERT | |||
| SWMD | COMPLETE | 08/03/2005 | 08/16/2005 |
| Note: Released By: WKINELL | |||
| ZON | HOLD | 08/03/2005 | 08/04/2005 |
| Note: Held By: HHERKERT HOLD FOR ARC MEETING 8-5-05 |
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 | ¤340.00 | 10/19/2006 |
| EARLY POWER INSPECTION | ¤40.00 | 10/19/2006 |
| EARLY POWER INSPECTION | ¤40.00 | 10/19/2006 |
| REINSPECTION FEE | ¤40.00 | 10/19/2006 |
| REINSPECTION FEE | ¤40.00 | 10/19/2006 |
| REINSPECTION FEE | ¤40.00 | 10/19/2006 |
| REINSPECTION FEE | ¤40.00 | 10/19/2006 |
| REVISION | ¤40.00 | 10/19/2006 |
| REVISION | ¤40.00 | 10/19/2006 |
| STORMWATER REINSPECTION FEE | ¤35.00 | 10/19/2006 |
| STORMWATER REINSPECTION FEE | ¤35.00 | 10/19/2006 |
| TRANSPORTATION IMPACT FEE3/RES | ¤2,885.00 | 11/01/2005 |
| SCHOOL BOARD IMPACT FEE RES | ¤3,600.00 | 11/01/2005 |
| STORM WATER PERMIT FEES | ¤80.00 | 11/01/2005 |
| REVISION | ¤40.00 | 11/01/2005 |
| ADMIN FEE | ¤20.00 | 11/01/2005 |
| ARC HOUSE REVIEW | ¤125.00 | 11/01/2005 |
| BUILDING CODE ADMIN FUND | ¤21.71 | 11/01/2005 |
| ELECTRIC FEE | ¤178.80 | 11/01/2005 |
| FIRE RES IMPACT FEE 4-1-05 | ¤173.47 | 11/01/2005 |
| MECHANICAL FEE | ¤178.80 | 11/01/2005 |
| PERMIT FEE | ¤967.20 | 11/01/2005 |
| PARKS IMPACT FEE 11-2-04 | ¤1,120.91 | 11/01/2005 |
| PLAN CHECK FEE | ¤99.20 | 11/01/2005 |
| PLUMBING FEE | ¤178.80 | 11/01/2005 |
| RADON FEE | ¤21.71 | 11/01/2005 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤10,420.60 |