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Home My WebLink About1568 Travertine Ter (2)CITY OF SANFORD PERMIT APPLICATION Application # : 01 - �-(oDy Submittal Date: _742/0-7 Job Address �y 7�y TI N E T��2}�-E r Value of Work: S 000.�0 Parcel ID: J3 - / ' ��Q ' 51;Z Q — bD 0 0 -925- oning: / Description of Work:P' -hod % silo f_ `4 At) C riel_ df A-o'l rfty ........ b�K. I4(s�c�r�iq,,,y, Permit Type: Building Electrical ❑ Historic District: Square Footage: .0........................................................................... Mechanical ❑ Plumbing ❑ Fire Sprinkler/Alarm ❑ Pool ❑ Sign ❑ Electrical: New Service - # of AMPS Addition/Alteration 16 Change of Service ❑ Temporary Pole ❑ --- ,-rppc�;, r Mechanical: Residential ❑ Non -Residential ❑ Replacement ❑ New ❑ (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines Plumbing/New Residential: # of Water Closets Occupancy Type: Residential ❑ Commercial ❑ Industrial ❑ Construction Type: # of Stories: # of Dwelling Units: _ # of Gas Lines Plumbing Repair - Residential ❑ Commercial ❑ Occupancy Use Group(s): Flood Zone: (FEMA form required) ................................................ ..........l ........................ .......... % ................. PropertyOwner: (�, )► l OJ 5 Contractor: J , �. �t G�yl' 1 C . / �ittM2.i w i C�i Address: T' &U OIL 4 f t3 LzK_ Address: 13 OLf 0 10 r i Al S 61 vet Phone: E-mail: Phone:3ar aa9 -3-7,5bState License Number: Cf$C. 05(o9oao Bonding Company: Mortgage Lender: Address Address: Architect/EnQineer: A lle rA1411%OUS t=l lit= �-i/NG Phone: Address: -9(or L.1Ie- acL9\9& CO_t'Se.\\O�My ,�. 3�%Q7 Fax: V?- 33.� -959 Plan Review Contact Person: ► 1 M M ( rie� `/a-7 277.553.2. E-mail: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING; CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this pe it, re ay be additional restrictions applicable to this property that may be found in the public records of this county, and there may bjaddi 'onal permits r er governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is venthat ,. ill n. _ify ., wrier of _property of the requremen .. f Fl rida Lien Law. FS 713. % ign re of Owner/Agent Date ,gnature of Contract Ager Date W U bA LgA) rO Print Owner/Agent's Name Pr ._ . ontractor/Agent's Name Sign a fffL RIDA ate Signature o Notary -State of Florida Date rruniIda Gado :Commission #DD568202 y 12''DEBBIIvk�3 ;ANTON ` MY COMMISSION # DD629096 Expires: JUNE 26, 2010 EXPIRES: February 25, 2011 BONDED THRU ATLANTIC BONDING CO., INC.0F 1 -80"0 -7 -NOTARY FI, Not Discount Assoc. Co. Owner/Agent is ✓ Personally Known to Me or Contractor/A i _ Produced ID _ Produced ID ova APPROVALS: ZONING: UT1L: FD: ENG: Special Conditions: Rev 02/2007 NOTICE OF COMMENCEMENT Permit No. Parcel ID: Z1? -' I � --30 C00c) State of Florida County of Seminole }�miluM PREPARED BT3 % tHIS ifill idIll iiill itIll itIll ii11ti1fit 11lit Itlit 11Ill 11Ill 11111 MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 06746 Pg 0554; t1pg) CLERK' S # 2007096761 RECORDED 071W/E007 00:05:38 PM RECORDING FEES 10.01 RECORDED BY H DeVore The undersigned hereby gives notice that improvement will be N made to certain real property, ,and in accordance with Chapter 713, Florida Statutes, the following information is provided in a5 $M�� , fT- this Notice of Commencement. _ _ 1. Description of property: (legal description of the property and street address if available) 2. General description of improvement: 3. Owner Name and address: wkl c &- a. Interest in property b. Name and address of fee simple titleholder (if other than Owner) 4. Contractor Name and address: 5. Surety a. Name and address cv�-/ VIL b. Amount of bond A) bq 6. Lender Name and address:�� 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: a. Name and address 8. In addition to himself or herself, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. 9. Expiration date of notice of commencement (the expiration date is 1 year from th date of re or g e s a ' re date is specified) Signature of Owner Sworn to (or affirmed) and subs c�*bed before me this Z� day of 520 , by WAiJ DAk-y.A W VQ S-ro�J ?elf Personally Known .--" or Produced Identification Type of Identification Produced CERTIFIED COPY IVIARYANNE P.9 SE NOTARY PUBLIC -STATE OF FLORIDA CLERK' OF 'Ct iJ T ;r' SRT Brunilda Mercado SEMINOLE CO JTY FLORIDA Commission D t '.,Signature of Notary Public, to of Florida = D568202 ..... " Expires: NNE 26, 2010 BY Commission Expires: BONDED THRUATLANTICBONDING CO., INC. DEPI!TY ,G! -E %. UL 2 ® 2007 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of l http://www. scpafl.org/web/re_web.seminole_county_title?parcel=33193052000000520&cp... 6/6/2007 7U DAVID JOHNsoN, CFA, ASA PROPERTY APPRAISER to 51 S2 54 5C'57 59 SEMINOLE COUNTY FL 1101E. FIRST 5T 49 to 1 SANFORD ,FL32771-1468 407-665-7506 47 1 1 1 1 1 dl 48 62 45 128 12T 2007 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 33-19-30-520-0000-0520 Number of Buildings: 1 Owner: WINSTON WANDALYN J Depreciated Bldg Value: $240,798 Mailing Address: 1568 TRAVERTINE TERR Depreciated EXFT Value: $0 City,State,ZipCode: SANFORD FL 32771 Land Value (Market): $48,100 Property Address: 1568 TRAVERTINE TER SANFORD 32771 Land Value Ag: $0 Subdivision Name: GREYSTONE PHASE 1 Just/Market Value: $288,898 Tax District: S1-SANFORD Assessed Value (SOH): $288,898 Exemptions: Exempt Value: $0 Dor: 0103-TOWNHOME Taxable Value: $288,898 Tax Estimator SALES Deed Date Book Page Amount Vac/Imp Qualified 2006 VALUE SUMMARY WARRANTY DEED 05/2006 06274 1530 $396,000 Improved Yes 2006 Tax Bill Amount: $4,821 QUIT CLAIM DEED 09/2005 06031 1963 $215,000 Improved No 2006 Taxable Value: $244,901 WARRANTY DEED 09/2005 05933 0359 $284,100 Improved Yes DOES NOT INCLUDE NON -AD VALOREM WARRANTY DEED 03/2005 05658 0197 $705,900 Vacant No ASSESSMENTS Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION Land Assess Land Unit Land PLATS: Pick... Frontage Depth Method Units Price Value LOT 52 GREYSTONE PHASE 1 PB 65 PGS LOT 0 0 1.000 48,100.00 $48,100 75-82 BUILDING INFORMATION Bid Year Base Gross Living Est. Cost Bid Type Fixtures Ext Wall Bid Value Num Bit SF SF SF New 1 SINGLE 2005 11 1,254 2,709 2,173 CB/STUCCO $240,798 $243,230 FAMILY FINISH Appendage / Sgft SCREEN PORCH FINISHED/ 112 Appendage / Sgft OPEN PORCH FINISHED / 25 Appendage / Sgft GARAGE FINISHED / 399 Appendage / Sgft UPPER STORY FINISHED / 919 NOTE: Appendage Codes included in Living Area. Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished, Base Semi Finshed Permits NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. *** If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www. scpafl.org/web/re_web.seminole_county_title?parcel=33193052000000520&cp... 6/6/2007 Woll. -Mits - Results of Limited Shallow Subsurface Soil Investigation Settled Corner of Building No. 10 Greystone Townhomes, Lake Mary, Florida MTE, Inc. Project No. 07-174 g idIIKE TANNOUS ENGINEERING I N C O R P O R A T E D Sinkhole Assessment and Remediation • Geotechnical and Structural Engineering Construction Materials Testing/Quality Control May 13, 2007 Morrison Homes 151 Southhall Lane, Suite 200 Southpoint at Maitland Center Maitland, Florida 32751-7172 Attention: Mr. Dwayne Shackleford Subject: Results of Limited Shallow Subsurface Soil Investigation, Settled Corner of Building No. 10, Greystone Townhomes, Lake Mary, Florida MTE, Inc. Project No. 07-171 Dear Dwayne, As requested, representatives of our firm visited the above referenced property for the purpose of visually observing the settlement and associated distress reported by the homeowner. In addition, we performed a limited field exploration program at the site in an effort to determine the most likely cause of settlement. The following report summarizes our findings and presents our conclusions and recommendations. FIELD INVESTIGATI®N AND RESULTS Background Information The subject home is the corner unit of a multi -unit townhome building. A retention pond is located within relatively close proximity to the northwest corner of the structure. Based on our discussions 261 Live Oaks Boulevard • Casselberry, FL 32707 • Tel: 407-332-8688 • Fax: 407-332-9598 • Email: MTEincorporated@ aol.com Morrison Homes MTE, Inc. Project No. 07-171 Building No. 10, Greystone Townhomes, Lake Mary, Florida Page No. 2 with the homeowner, we understand that the northwest quadrant of structure recently started showing evidence of settlement distress. In addition, the surface soils near the corner of the structure were being washed-out into the adjacent retention area. The homeowner became concerned that the structure was losing support as the underlying soils eroded into the adjacent pond area. The attached Photographs 1 through 4 provide illustrations of the northwest corner of the structure and the adjacent pond area. Visual Observations The Project Engineer and Project Geologist from our firm recently visited the subject property for the purpose of visually observing the settlement distress. The results of our visual observations confirmed the presence of numerous small cracks in the vicinity of the northwest corner of the building. All cracks observed are, in our opinion, minor and do not threaten the structural integrity of the structure. All cracks observed can be cosmetically repaired. Our observations within the interior of the residence found evidence of minimal distress. This mostly consisted of displacement in the joint tape between sheet rock/dry wall sections. All distress noted within the interior of the house can be cosmetically repaired. Auger Borings An auger boring was advanced to a depth of about 12 feet adjacent to the northwest corner of the structure. The purpose of the boring was to determine whether an adverse shallow subsoil condition (such as buried debris, muck soils, etc.) may have resulted in the observed settlement distress. Penetrometer probes were performed at the auger boring location in order to evaluate the relative compactness of the shallow subgrade soils. The hand cone penetrometer is a steel shaft with a conical point that is pushed into the ground in one -foot intervals. The resistance to penetration is registered by a gage attached to the top of the shaft. The gage reading provides a measure of the relative density of the subgrade soil. A Standard Penetration Test Boring was also drilled by others near the northwest corner of the building. This boring was advanced to a depth of 30 feet below grade. Morrison Homes MTE, Inc. Project No. 07-171 Building No. 10, Greystone Townhomes, Lake Mary, Florida Page No. 3 The stratigraphy in this site was determined based on our visual classification of soil samples recovered from the borings. In general, the borings encountered relatively loose gray and brown fine sands to a depth of about 17 feet. Some organic soils were encountered mixed within the surficial sandy soils. Specifically, seams of organic matter were encountered between about 9 and 10 feet and again between about 13 and 17 feet. A laboratory test indicated that the organic content of these soils is on the order of about 12 percent, suggesting that the organic soils exhibit a low to moderate potential for compression. Below 17 feet, relatively loose silty and clayey fine sands were mostly encountered to the maximum investigated depths. The soils graded into a medium dense condition near the boring termination depth of 30 feet. Groundwater Table The groundwater table was encountered at a depth of about 6 feet below grade. The groundwater table will fluctuate in response to seasonal variations in rainfall amounts. We anticipate that the high wet season groundwater level will rise to a depth of about 3 to 4 feet below grade. Interior Floor Survey During our site visit, an elevation survey of the interior floor slab in a portion of the house was performed. The purpose of this survey was to measure the magnitude and determine the direction of settlement, if any, within the interior floor slab. After establishing a reference/datum point, a number of elevation shots were obtained along various portions of the interior slab. The measured elevation shots were referenced back to our datum point in order to determine the relative elevation of the interior floor slab. The results of the elevation survey confirmed that the slab had settled. Approximately 3/4 of aninch of settlement was measured from the kitchen area towards the northwest corner of the house and about'/2 of an inch of settlement was measured from the front door entrance towards the northwest corner. Morrison Homes MTE, Inc. Project No. 07-171 Building No. 10, Greystone Townhomes, Lake Mary, Florida Page No. 4 CONCLUSI®NS AND RECOMMENDATIONS Conclusions The results of our visual observations and interior floor survey confirmed that the northwest corner of the residence has settled. The results of the borings mostly found soils that are suitable for providing proper bearing support to the foundation system. Although some organic matter was encountered in the subgrade soils, these were found relatively deep and in our opinion, did not contribute significantly to settlement of the structure. As indicated by the results of borings/probes, the shallow subgrade soils exist in a relatively loose condition. Based on the results of our study, it is our opinion that the slight settlement of the structure is primarily due to the loose nature of the underlying foundation bearing soils. It is further our opinion that stormwater runoff from the roof seeping into the ground through the loose subgrade soils likely resulted in compression of these soils, and thus settlement of the overlying structure. The erosion of soils into the adjacent pond area is minor and will likely stop after the recent installation of roof gutters. It is important, however, that the roof drains / down spouts be extended out away from the residence and into the pond berm. Recommendations In order to re -level the settled portion of the structure and provide additional bearing support to the structure, we recommend that the northwest corner of the building and vicinity be underpinned. Conceptually, underpinning is a process which entails the placement of several short concrete filled steel pilings, or equivalent, below the areas requiring stabilization. The pilings are normally placed about 6 to 8 feet on center and are embedded to predesignated depths. In this case, we anticipate that the piles will need to be driven to an average depth of about 30 feet. We estimate that approximately 4 pin piles would be sufficient to properly re -level and support the - settled corner of the structure. Design drawings showing details of the recommended piles, were prepared and are attached. In addition to the piles, we recommend that a pressure grouting program - be performed at and around the northwest corner of the structure in an effort to densify the loose subgrade soils. Conceptually, pressure grouting is a process which entails the placement ofnumerous Morrison Homes MTE, Inc. Project No. 07-171 Building No. 10, Greystone Townhomes, Lake Mary, Florida Page No. 5 grout pipes at a spacing of about 5 to 6 feet and, in this case, to an average depth of about 17 feet. Thereafter, a sand -cement grout mixture is injected, under pressure, through the pipes and into the subgrade. Based on past experience with similar projects, we estimate the costs associated with the stabilization operation discussed above to be as follows: 1. Mobilization Charge ....................... $ 1,000.00 2. Pin Piles: 4 piles @ $1,800 per pile .............. 7,200.00 3. Pressure Grouting Operation ................... 2,000.00 4. Periodic Inspections and Certification by Engineer .... 800.00 ESTIMATED BUDGET: $11,000.00 Once you have reviewed this report, and should you decide to proceed with the stabilization operation discussed above, we would be pleased to coordinate the project with a qualified contractor and assist you in having the work completed in a proper manner. CLOSURE We have appreciated the opportunity of providing our engineering services to you on this project and trust that the information presented in this report is satisfactory. Should you have any questions, or if we can be of any further assistance, please do not hesitate to contact the undersigned. Sincerely, __,_ MIKE TA NNOLNGINEERING, INC. '/L"i,� ous. P.E. -' Principal Engineer Florida Registration No. 46009 Photograph I - Looking north towards the settled northwest corner of the structure Photograph 2 - Looking south towards the settled northwest corner of the structure q Photograph 3 - Looking along the rear side of the structure (north side). Note the erosion of surface soils along the edge of slab Photograph 4 - View of the pond area located just northwest of the structure f / f Photograph 4 - View of the pond area located just northwest of the structure