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Permit #2013050312
Permit Details
Status: COED
| Parcel Id: 07-11-31-7034-00430-0290 |
| CONDITIONED SPACE: 1799 sqft |
| GARAGE: 645 sqft |
| SCREEN PORCH (SOLID ROOF) : 144 sqft |
| PATIO/DECK (NO ROOF) : 204 sqft |
| Total Square Footage: 2792 sqft |
| Block: 00430 |
| Subdivision: 2165 - SECTION 34-EASTHAMPTON |
| Job Phone: 386-931-1725 |
| Location Address: 16 ESPERANTO DR |
| Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY |
| Issue Date: 06/11/2013 |
| NOC: RECORDED |
| Applicant name: JOSEPH ALEIXO PORTAL |
| Owner: SWEETWATER CUSTOM HOMES |
|
Address 4 WEST ROSE PL PALM COAST, FL 32164 |
| Lot: 0290 |
| Contracted Stated Job Value: ¤134,925.00 |
| Job Description: SINGLE FAMILY RESIDENCE |
| Type: CN |
Contractor
SWEETWATER CUSTOM HOMES INC.
| Status | Location Address | State License Number | Phone | Fax |
| INACTIVE |
1105 LAMBERT AVENUE FLAGLER BEACH, FL 32136 |
CBC1252965 (Exp: 08/31/2024) | 386-931-1725 | 386-439-4676 |
Sub Contractors
WILLIAM FRANK DUDLEY JR.
| Status | Location Address | State License Number | Phone |
| ACTIVE |
P.O. BOX 978 Bunnell, FL 32110 |
EC0003177 (Exp: 08/31/2026) | (386)437-3068 |
JOHN ROBERT BLEVINS JR
| Status | Location Address | State License Number | Phone | Fax |
| ACTIVE |
17 PORWYN LANE PALM COAST, FL 32164 |
CAC1816125 (Exp: 08/31/2026) | 386-585-8283 | 386-263-2096 |
GLEN WILLIAM KEHLE
| Status | Location Address | State License Number | Phone | Fax |
| ACTIVE |
P. O. Box 353511 BUNNELL, FL 32110 |
CFC057241 (Exp: 08/31/2026) | (386) 447-4249 | (386) 437-8488 |
JAMES ALLEN TAYLOR
| Status | Location Address | State License Number | Phone | Fax |
| CANCEL |
265 TYMBER CREEK ROAD ORMOND BEACH, FL 32174 |
CCC1326819 (Exp: 08/31/2022) | (386)290-0281 | (386)673-5216 |
Inspection History
| Type | Request Date | Result | Inspector |
| U -UTILITY RESIDENTIAL FINAL | 02/10/2014 | FINAL APPROVED | DSPENCER |
| BLD - BUILDING FINAL | 02/06/2014 | FINAL APPROVED | DROCKWELL |
| FINAL APRON (AFTER POUR/DRIVEWAY) | 02/04/2014 | APPROVED | GLALIMA |
| Note: THIS IS A REINSPECTION | |||
| ROW FINAL | 01/30/2014 | APPROVED | RGROSS |
| FINAL APRON (AFTER POUR/DRIVEWAY) | 01/30/2014 | Disapproved - NO FEE | RGROSS |
| Note: THIS IS A REINSPECTION Asphalt at the end of the driveway needs pulled and and replaced with hot patch. Site meet with contractor and explained what was needed. Pipe and Swale elevations were good. | |||
| FINAL SURVEY (OFFICE USE ONLY) | 01/30/2014 | APPROVED | FREODICA |
| ELECTRIC - EARLY POWER | 01/22/2014 | APPROVED | DROCKWELL |
| FINAL APRON (AFTER POUR/DRIVEWAY) | 01/22/2014 | Disapproved -FEE REQUIRED | GLALIMA |
| Note: NEED TO POST SWALE PLAN .. ALSO NEED TO SWEEP OFF EDGE OF DRIVEWAY SO I CAN ASSESSROAD DAMAGE IF ANY . THANK YOU . | |||
| PRE-APRON (PRE-POUR/DRIVEWAY) | 11/21/2013 | APPROVED | RGROSS |
| Note: READY TO POUR | |||
| GRAVITY SEWER TEST | 11/06/2013 | APPROVED | DROCKWELL |
| U - SEWER TIE IN | 11/04/2013 | APPROVED | KKING |
| LATH/BRICK/ WATER BARRIER | 10/30/2013 | APPROVED | DROCKWELL |
| INSULATION | 10/15/2013 | APPROVED | DROCKWELL |
| ALL ROUGH | 10/10/2013 | APPROVED | DROCKWELL |
| Note: THIS IS A REINSPECTION | |||
| ALL ROUGH | 10/09/2013 | Disapproved -FEE REQUIRED | DROCKWELL |
| Note: Inspection Resulted at 10/9/2013 3:02:21 PM PRESSURE TEST ON TUB SUPPLY LINES PER FBC2503.7/ 5FT HEAD TEST ON DWV PER FBC-2503.5.1/ ADD TAP-CON AT WINDOW MULLION/NAIL PLATE FOR WIRE AT MASTER SHOWER/NAIL PLATE AT TOP PLATE DRYER DUCT | |||
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 10/03/2013 | APPROVED | DROCKWELL |
| Note: THIS IS A REINSPECTION | |||
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 09/17/2013 | Disapproved -FEE REQUIRED | DROCKWELL |
| Note: THIS IS A REINSPECTION Inspection Resulted at 9/17/2013 12:40:35 PM TRUSSES LOCATED ABOVE MASTER SHOWER NOT ANCHORED TO WALL/TRUSS STRAPS AT KNEE WALL AT ENTRY NAILED INTO OSB ONLY-NEED SOLID BLOCKING/PROVIDE GABLE BRACING DETAIL/ROOF METALS INSTALLED BY THIS INSPECTION/NO TRUSS ENGINEERING PROVIDED. | |||
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 08/30/2013 | CANCELLED BY APPLICANT | JMONTARULI |
| Note: Contractor came in to cancel this inspection | |||
| TIE BEAM / LINTEL | 08/19/2013 | APPROVED | RMARVEL |
| Note: THIS IS A REINSPECTION | |||
| TIE BEAM / LINTEL | 08/16/2013 | Disapproved -FEE REQUIRED | RMARVEL |
| Note: Inspection Resulted at 8/16/2013 3:13:33 PM CLEARANCE FROM REBAR TO MASONRY F.B.C 606.9.4 AND 606.9.6 MULTIPLE LOCATIONS. | |||
| FOUND SURVEY APPROVED (OFFICE) | 08/07/2013 | APPROVED | FREODICA |
| MONOLITHIC SLAB | 07/12/2013 | APPROVED | CMINI |
| PLUMBING 1ST ROUGH UNDERGROUND | 07/08/2013 | APPROVED | RMARVEL |
Review History
| Department | Status | Date In | Date Out |
| SW1 | COMPLETE | 01/30/2014 | 01/30/2014 |
| Note: Released By: FREODICA final survey | |||
| BLD | COMPLETE | 12/20/2013 | 12/26/2013 |
| Note: n/a | |||
| ENGIN1 | COMPLETE | 12/20/2013 | 12/26/2013 |
| SW1 | COMPLETE | 12/20/2013 | 12/26/2013 |
| ZON | COMPLETE | 12/20/2013 | 12/20/2013 |
| ELEC | COMPLETE | 10/07/2013 | 10/08/2013 |
| BLD | COMPLETE | 09/30/2013 | 09/30/2013 |
| BLD | HOLD | 09/19/2013 | 09/23/2013 |
| Note: Engineering to manufactured trusses will need to be by truss design engineer FBC 107.1 | |||
| BLD | COMPLETE | 08/07/2013 | 08/08/2013 |
| ZON | COMPLETE | 08/07/2013 | 08/07/2013 |
| Note: Released By: FREODICA Foundation survey | |||
| SW1 | COMPLETE | 08/07/2013 | 08/07/2013 |
| Note: Released By: FREODICA foundation survey | |||
| SW1 | COMPLETE | 08/02/2013 | 08/02/2013 |
| ZON | COMPLETE | 08/02/2013 | 08/06/2013 |
| BLD | COMPLETE | 08/02/2013 | 08/02/2013 |
| UD1 | COMPLETE | 08/02/2013 | 08/05/2013 |
| ZON | HOLD | 08/01/2013 | 08/01/2013 |
| Note: Held By: FREODICA foundation survey Concrete slab dimensions (12 ft x 22 ft ) for screen enclosure does not match with approved dimensions (10 ft x 22 ft) on site plan. Verify and submit revision. | |||
| SW1 | HOLD | 08/01/2013 | 08/01/2013 |
| Note: Held By: FREODICA foundation survey Concrete slab dimensions (12 ft x 22 ft ) for screen enclosure does not match with approved dimensions (10 ft x 22 ft) on site plan. Verify and submit revision. | |||
| BLD | COMPLETE | 06/26/2013 | 06/26/2013 |
| ZON | COMPLETE | 06/26/2013 | 06/28/2013 |
| SW1 | COMPLETE | 06/20/2013 | 06/20/2013 |
| Note: Joe, At your request I visited 16 Esperanto. The contractor was there on site at the time. The contractor's original grading plan and its approval are correct as they exist. This is one of those rare instances were some discretion can be exercised. He showed me his new lot grading proposal. Based on field observations this new proposal will closely approximate the grading conditions of the adjacent developed lot. The new proposal only has the last 35+ ft of the property draining to the canal at a gradual slope, with the ditch to the right of the property receiving less runoff. I have no issue with this new proposal. I tried to make a few points clear to the contractor: " Until he submits and gets the new proposal approved he will need to follow the presently approved lot grading plan. " He is not to grade past his property lines, these areas are to be left natural. He has already disturbed a minimal amount of property past his property lines. These disturbed areas will need to be repaired and stabilized. " He has recently removed 2 large tree stumps from the right rear corner of the property, resulting a very large hole. This hole include a large area of the ditch embankment. This area needs to be filled, re-graded back to the existing slope and stabilized. This area and all areas adjacent to our water bodies, will need to have a silt fence installed. If you have any questions please let me know. Thanks Donald Schrager Stormwater System Specialist Because 16 Esperato is located adjacent to a drainage ditch, Section 24-158 exception would apply: Sec. 24-158. - Lot grading. The owner or contractor constructing the building or facility shall grade the lot so that stormwater that falls onto the building or facility and the lot itself shall not drain onto adjacent lots. Except where a viable drainage system exists which would allow stormwater runoff to be conveyed to an outfall structure, all lot drainage shall be directed to the roadway swales. Ponding of stormwater on the lot or adjacent lots is not permitted, except where such ponding is a part of a stormwater system permitted or required for mitigation. (Ord. No. 00-15, § 1, 3-7-00) " John Moden P.E. Engineering & Stormwater Mgmt Director | |||
| MECH | COMPLETE | 06/04/2013 | 06/04/2013 |
| BLD | COMPLETE | 06/04/2013 | 06/04/2013 |
| BLD | HOLD | 05/22/2013 | 05/22/2013 |
| Note: Previous comment item 2 shall be addressed - 2. Provide Florida Product Approval for garage door and asphalt shingles per 2010 FBC 107.2.1. | |||
| ZON | COMPLETE | 05/22/2013 | 05/28/2013 |
| SW1 | COMPLETE | 05/22/2013 | 05/22/2013 |
| UD1 | COMPLETE | 05/22/2013 | 05/22/2013 |
| Note: see comments in general notes. Keith King - 386-9318009 | |||
| ELEC | COMPLETE | 05/22/2013 | 05/22/2013 |
| ENGIN1 | COMPLETE | 05/22/2013 | 05/24/2013 |
| MECH | HOLD | 05/22/2013 | 05/22/2013 |
| Note: 1. Provide supply/return duct sizes per 2010 FBC 107.2.1. 2. Return air from den, great room, nook, kitchen shall comply with 2010 FBCR M 1602.3. | |||
| ELEC | HOLD | 05/10/2013 | 05/13/2013 |
| Note: Revise receptacle locations to meet NEC 210.52 provide pep tank control location FBC 107.2.1 | |||
| ENGIN1 | HOLD | 05/10/2013 | 05/13/2013 |
| Note: An on-site, third order, easily identifiable benchmark referenced to NAVD 1988 datum (e.g. fire hydrant, nail in power pole). Pavement nails will not be accepted as benchmarks. (The benchmark must be maintained throughout the construction cycle and will be used in the Swale Plan and Final Survey | |||
| MECH | HOLD | 05/10/2013 | 05/13/2013 |
| Note: 1. Provide hvac plan with sufficient clarity per 2010 FBC Section 107.2.1. There are 2 hvac plans submitted but none of them match with floor plan. 2. Electrical plan signed and sealed by design professional shall not have hvac plan prepared by a contractor with name and license number on the same drawing per 2010 FBC 107.1 | |||
| PLUM | COMPLETE | 05/10/2013 | 05/13/2013 |
| SW1 | COMPLETE | 05/10/2013 | 05/13/2013 |
| UD1 | HOLD | 05/10/2013 | 05/13/2013 |
| Note: the elec plan needs to show the PEP panel location | |||
| URB | COMPLETE | 05/10/2013 | 05/16/2013 |
| ZON | HOLD | 05/10/2013 | 05/13/2013 |
| Note: 1) Revise color and material sheet to provide manufacture paint name and color name and/ or number. 2) Revise landscaping plan to show shrubs in the rear wrapping the corners and around the a/c units. 3) Correct the Flood FIRM Panel map information showing on the site plan and the boundary survey. | |||
| BLD | HOLD | 05/10/2013 | 05/13/2013 |
| Note: 1. Provide roof ventilation calculation per 2010 FBC R 806. 2. Provide Florida Product Approval for garage door and asphalt shingles per 2010 FBC 107.2.1. 3. Plans show screen enclosure elevations and details but foundation plan indicates a separate permit. Coordinate plans and submit correction for clarification per 2010 FBC 107.2.1. |
Fees & Payments
(Permit is not ready for pickup until the permit has been processed and fees appear)
| Description | Amount Due | Date Paid |
| REVISION | ¤40.00 | 02/07/2014 |
| REVISION | ¤40.00 | 02/07/2014 |
| REVISION | ¤40.00 | 02/07/2014 |
| REVISION | ¤40.00 | 02/07/2014 |
| REINSPECTION FEE | ¤40.00 | 02/07/2014 |
| REINSPECTION FEE | ¤40.00 | 02/07/2014 |
| REINSPECTION FEE | ¤40.00 | 02/07/2014 |
| REINSPECTION FEE | ¤40.00 | 02/07/2014 |
| NEW RESIDENTIAL INSPECTIONS | ¤462.00 | 06/11/2013 |
| SITE PLAN 20 | ¤20.00 | 06/11/2013 |
| SURCHARGE FS 533.721 | ¤17.55 | 06/11/2013 |
| SURCHARGE - FS 468.631 | ¤17.55 | 06/11/2013 |
| STORM WATER PERMIT FEES | ¤80.00 | 06/11/2013 |
| 3% TRANS IMPACT FEE CREDIT | (¤90.51) | 06/11/2013 |
| ADMIN FEE | ¤20.00 | 06/11/2013 |
| ELECTRIC FEE | ¤198.60 | 06/11/2013 |
| 3% FIRE IMPACT FEE CREDIT | (¤6.24) | 06/11/2013 |
| IMPACT FEE FIRE NONRESIDENTIAL | ¤207.99 | 06/11/2013 |
| IMPACT FEE PARKS | ¤1,343.98 | 06/11/2013 |
| IMPACT FEE SCHOOL | ¤3,600.00 | 06/11/2013 |
| IMPACT FEE TRANSPORTATION | ¤3,017.05 | 06/11/2013 |
| MECHANICAL FEE | ¤198.60 | 06/11/2013 |
| 3% PARKS IMPACT FEE CREDIT | (¤40.32) | 06/11/2013 |
| PLAN CHECK FEE | ¤92.40 | 06/11/2013 |
| PLUMBING FEE | ¤198.60 | 06/11/2013 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤9,657.25 |