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Home My WebLink About120 Circle Hill RdIVED CITY OF SANFORD AUG 3 ZQ�� BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 'ab�8 Documented on: Job Address: �C) Parcel ID: Dn Value: $3cl 0::5. 0 D Historic District: Yes ❑ No 0 Zoning: Description of Work: k.",pa2 L 4QP<-\'�7aF Plan Review Contact Person: Title: Phone: Fax: E-mail: \ \ \ / Property Owner Information D r Name -f\&On x A (I �r_) v P, Phone: Lj2] z c O Street: Off , SC 42 \%Resident of property? City, State Zip: C Contractor Information Phone: �4 (D Street: frog C -Lc, (� \ �� Fax: $7-- '70\-{ - `f 1-I25 City, State Zip: State License No.: r'4'L 057 7 O Name: Street: City, St, Zip: Bonding Company: Address: Building Permit O Square Footage: No. of Dwelling Units: Electrical 13 New Service — No. of AMPS: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: PERMIT INFORMATION Construction Type: Flood Zone: Mechanical ❑ (Duct layout required for new systems) No. of Stories: Plumbing D New Construction - No. of Fixtures: Fire Sprinkler/Alarm D No. of heads: 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. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NQT'.ICE: .In••addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. r --j\ Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID APPROVALS: ZONING:M %-1-11 UTILITIES: ENGINEERING: FIRE: COMMENTS: Rev 1 1 OR ,7e ':) -- t ) Signatuiset4-*ntmctor/Agent------"" Date <5COt* Print C ctor/Agent's Name Signature of Notary -State of Florida •moo 4S • .60�' •o Contractor/Agent inaly �to Me or Produced ID Type,, o *l}�• • ` WASTE WATER: COLLIS ROOFING, INC. Commercial Department Ph. (321) 441-2300 Fax(321)441-2313 Lic. # CCCO58022 SOLAR DIVISION Date: May 13, 201 1 Contact: Phone: Address: 120 Circle Hill Rd. Email: City: Sanford State/Zip Job Description: Solar Hot Water System P.O. Box 520668 Longwood, FL 32752-0668 Tony DeTommaso 407-302-8061 FL 32733 Thank you for calling Collis Roofing, where excellence is driven through experience. We look forward to providing the scope listed below. SCOPE OF WORK 1. Remove existing solar hot water panel and tank and remove from iobsite. 2. Supplv and install a UMA Solar 4' x 10' Solene Aurora panel. 3. Supply and install an 80 gal. AO Smith heat exchanger hot water tank. 4. Includes installation of all necessary components including, plumbing and electrical, for a complete solar hot water system. 5. Inclvdes all permits. fees and taxes. 6. This'system qualifies for a 30% Federal Tax Credit and utility companv rebate. Job cost: $3.900.00 With payment to be made as follows: 100% upon completion Respectfully submitted: Mark Hurwitz, Solar Division The above prices and scope of work are satisfactory and Collis Roofing, Inc. is hereby authorized to do the work as set forth above and in accordance with the terms and conditions attached hereto, -payments will be made as outlined. Collis Roofing, Inc. / Date. Tony DeTomm l Date: .;7.G Seminole County Property Appraiser Get Information by Parcel Number Page I of 2 G PARCEL DETAIL DAVID JOHNSON. CFA, ASA PROPERTY _ APPRAISER • 1 INOLE COUNTY F SEML 1101 E.Flr1sTST 17 CIRCLE HILL RD g �` >a. r•♦ SAHFCMD. FL 32771.146a y 407.665-7509 13 1+ 6 40 39 33 37 i 19 + {� 42 VALUE SUMMARY 2011 2010 VALUES Working Certified GENERAL Value Method Cosl/Market Cosl/Market Parcel Id: 04-20-30.514-0000-0110 Number of Buildings 1 1 Owner; DETOMMASO ANTHONY JR & Depreciated Bldg Value $131.314 $143,876 Own/Addr: CONCETTA CO -TRS Depreciated EXFT Value $9,588 $9,952 Mailing Address: 120 CIRCLE HILL RD Land Value (Market) $25,000 $27,000 City,State,ZipCode: SANFORD FL 32773 Land Value Ag $0 $0 Property Address: 120 CIRCLE HILL RD SANFORD 32771 J.uSVMaLet Value $165.902 $180,828 Subdivision Name: BPH 2 Portablity Adj $0 $0 Tax Distri - S1-SANFORD Save Our Homes Adj $6,370 $23,654 Exemptions: 00 -HOMESTEAD (2000) Amendment t Adj $0 $0 Dor: 01 -SINGLE FAMILY Assessed Value (SOH) $159.532 $157,174 Tax Estimator Portability Calculator 2011 TAXABLE VALUE WORKING ESTIMATE Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund $159,532 $50,000 $109,532 (Amendment 1 adjustment is not applicable to school assessment) Schools $159,532 $25,000 $134,532 City Sanford $159,532 $50.000 $109,532 SJWM(Saint Johns Water Management) $159,532 $50,000 $109,532 County Bonds $159,5321 $50,0001 $109.532 2otenliamQLtab lityl►stQtijius_$6 3Z0 The taxable values and taxes are calculated using the current years working values and the prior years approved millage rates. 2010 VALUE SUMMARY SALES Tax Amount (without SOH): $2.823 Deed Date Book Page Amount Vacllmp Qualified 29101ax_BIIt Amount; $2,348 WARRANTY DEED 12/2009 0DJA 06.0, $100 Improved No Sa-e_Our ffomes_MOWLl Sayings; $475 SPECIAL WARRANTY DEED 0711999 0301 984 „ $151,700 Improved Yes 201.0_CerIifted Taxable VaIue_and Iaxes Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Method Frontage Depth Land Units Unit Price Land Value PLATS Pick... - LOT 0 0 1.000 25,000 00 $25,000 LOT 11 MAYFAIR CLUB PH 2 PB 54 PGS 84 8 85 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost New Building 1 SINGLE FAMILY 1999 9 1,232 2,748 SID10 2,336 CB/STUCCO FINISH $131,314 $137,502 Appendage I Sqft GARAGE FINISHED/ 400 Appendage / Sgft OPEN PORCH FINISHED / 12 Appendage / Sgft UPPER STORY FINISHED/ 1104 NOTE: Appendage Codes included in Living Area. Base, Upper Story Base, Upper Story Finished, Apartment. Enclosed Porch Fm+Shed.Base Semi Finshed Permits EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New POOL GUNITE 1999 450 $6,300 $9,000 http://www.scpafl.org/web/re_web.seminole_county_title?parcel=04203051400000110&c... 7/28/2011 SOLENE COLLECTOR - GRIPPER CONN. GENERAL NOTES: 1. COLLECTOR CONNECTIONS SHOWN HAVE BEEN DESIGNED IN ACCORDANCE TO RES19 WIND LOAD DESIGN PRESSURES OUTLINED IN THE 2007 FLORIDA BUILDING CODE WITH 2009 SUPPLEMENTS. 2. BOLT SIZE AND EMBEDMENT LENGTHS ARE BASED PER THE LATEST 'NATIONAL DESIGN ALTERNATE MOUNT] SPECIFICATION FOR STRESS GRADE LUMBER AND FASTENINGS". ALL BOLT CAPACITIES ARE BRACKET LOCATION BASED ON A SOUTHERN YELLOW PINE (S.Y.P.) WOOD AS EMBEDMENT MATERIAL TYP. 4 PLCS. 3. ALL WIND DESIGN CRITERIA AND PARAMETERS ARE CONSIDER FROM 270 TO A MAXIMUM 450 ROOF OPTIONAL WOOD - SLOPE IN SCHEDULE. ALL CONNECTIONS ARE DESIGNED NOT TO EXCEED -V-O' MEAN ROOF HEIGHT. SPANNER TYP. 4. WIND TUNNEL TEST DATA FOR THESE CONNECTIONS AND ASSEMBLIES HAVE BEEN COMPILED BY TEE A&M UNIVERSITY, COLLEGE STATION, TX AND IS AVAILABLE THRU HELIOCOL, INC. WIND LOAD CALCULATIONS ARE AVAILABLE THROUGH HELIOCOL, INC. REPORT. 5. ALTERNATELY, EACH BRACKET MAY BE FASTENED TO THE COLLECTOR WITH BRACKET AND < . ST. STL T -BOLT (MIN. 4 BRACKETS PER COLLECTOR) �, 6. ROOF SEALANTS SHALL CONFORM TO ASTM C920 AND ASTM 6511 AND BE PILOT FILLED. p: WIND SPEED DESIGN LOAD DESIGN LOAD DESIGN LOAD # OF BOLTS -BRACKETS (MPH) ZONE 1(PSF) ZONE 2 (PSF) ZONE 3 (PSF) PER COLLECTOR 110 27.2,-29.0 27.2,-34.0 27.2,-34.0 (4) DIA. - (4) BRCK. 120 32.2,-34.4 32.2,-40.6 32.2,-40.6 (4) DIA. - (4) BRCK. 130 37.8,-40.5 37.8,-47.6 37.8,-47.6 (4) DIA. - (4) BROL 140 47.7,-46.9 47.7,-55.2 1 47.7,-55.2 (4) DIA. - (4) BROL ISO SO.4 , -54.0 SOA, -63.4 1 50.4,-63.4 (4) DIA - (4) BROL - PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARD AND AWAY FROM SURFACES, RESPECTIVELY. - SCHEDULE REFLECTS COMPONENTS AND CLADDING (CBC) PRESSURES WITH EXPOSURE "C, IMPORTANCE 1, ENCLOSED BUILDING AND h < 60'-0" PER LATEST ASCE 'MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES' WIND AREA IS A (4'-0' X 10'-0") 40 SF, USE 20 SF FOR EFFECTIVE AREA IN LATEST ASCE. INSTALLATION OF COLLECTORS SHALL BE CENTRALLY LOCATED ON ROOF, ZONE 3 REQUIRES SITE SPECIFIC STRUCTURAL ENGINEERS APPROVAL SLOPE SLOPEEl (Y 2 L-1 I r . f 01 2 2l GABLE END BUILDING ROOF WIND ZONES I 2 ROOF DECKING NOT SHOWN FOR CLARITY WOOD TRUSS TYP. L-1 0� L SOLENE MOUNTING BRACKET - z WITH LIFT KIT ASSEMBLY. �L PLANREFER TO DETAIL PER SPECIFIC PLAN CONDITION THIS SHEET SOLENE MOUNTING n� BRACKET ASSEMBLY. REFER TO DETAIL PER SPECIFIC CONDITION\NGS THIS SHEET BEARING 5 SOLENE SOLENE COLLECTOR WALL TYP. L-1 COLLECTOR WOOD TRUSS 7W: 1 NUT AND SPRING ------ ----- TYPICAL GRIPPER BOLT - FLUSH MOUNT BRACKET CONNECTION DETAIL SOLENE COLLECTOR SOLENE ALUMINUM MOUNT ROOF TILL TYP. BRACKET - GRIPPER - " BOLT -WASHER -NUT " DIA. ST STL LAG BOLTS -3" ° -� EMBED. TYP. EACH BRACKET CONNECTION _„ SOLENE 3X3Xl - 4" ALUM. 6063T6 W/ 1" DIA. X 1j" t INSERT "LIFT KIT" ri ' TYP. L-1 WOOD TRUSS TYP. BEARING WALL TYP. SECTION TYPICAL SHINGLE - TILE ROOF CONNECTIONS PLAN / SECTION SCALE: n=1'-0" 2 SHINGLES HIP END BU LDING ROOF I SOLENE COLLECTOR TMP v.ndIA FO7nNFS 1 1 L-1 ' t t SOLENE ALUMINUM MOUNT ti j ! , BRACKET - GRIPPER - `\ BOLT -WASHER -NUT SLOPE ROOF SEALANT ° 01 2 2 01 2 TYP. SLOPE L - . / 1 WOOD 2 3 SHEATHING SOLENE ALUMINUM MOUNT BRACKET - GRIPPER - J" BOLT -WASHER -NUT I" DIA. ST STL ALL-THRD- ROD WITH NUT - WASHERS MAX. 3'-0" O.C: LOCTITE ALL NUTS TYP. ALL CONNECTIONS ROOF SHINGLES//% TYP. #2 S.Y.P. WOOD ROOF TRUSS BEYOND i" DIA. ST STL LAG BOLTS -3" EMBED. TYP. EACH SOLENE BRACKET CONNECTION TYPICAL COLLECTOR LAYOUT - WIND ZONES FOR 270 TO 450 HIP AND GABLE TYPICAL METAL / SHINGLE ROOF TYPES NOTES - SCHEDULE- PLAN i CONNECTION DETAIL SCALE: "=1'-0" L-1 SCALE: 1 "=1'-0" -1 SOLENE COLLECTOR CUT OUT OR REMOVE TILE TO INSTALL "LIFT KIT' ASSEMBLY. RE- INSTALL, RE -FILL AND RE -SEAL TILES WITH APPROVED ROOF MATERIALS. ROOF SEALANT TYP. #2 S.Y.P. WOOD ROOF TRUSS TYP. - 21 PT S.Y.P. WOOD 01 ALUMINUM UNISTRUI CONT. ALONG PANEL TYPICAL LIMITED SPACE OPTION CONNECTION DETAIL SCALE: 1 "=1'-0" ,_ '-I-_---,'_a - -1 WOOD _- SHEATHING #2 S.Y.P. WOOD ROOF TRUSS TYP. ROOF SEALANT TYP. FLAT OR BARREL TILE TYP. TYPICAL FLAT TILE - BARREL TILE ROOF CONNECTION DETAIL 6 SCALE: 1 F1'-0" L-1 SOLENE COLLECTOR SOLENE ALUMINUM MOUNT BRACKET - GRIPPER - " BOLT -WASHER -NUT " DIA. ST STL LAG BOLTS -3" ° EMBED. TYP. EACH SOLENE BRACKET CONNECTION WOOD SHEATHING ROOF SHINGLES TYP. S.Y.P. 4X LOCATE BETWEEN TRUSSES - AND NAIL WITH 4-16D NAIL PATTERN AT EACH END TO WOOD TRUSS TYPICAL WOOD SPANNER OPTION FOR UNALIGNED TRUSS - BRACKET -14/ SCALE: 11"=1'-0" #2 S.Y.P. WOOD ROOF TRUSS BEYOND ROOF SEALANT TYP. -1 I PROJECT: I z 6 LU z z 0 z O J w W N a w Inc: , � z W GGG p O o O to d a DATE 11.2010 DRAWN BY: I MAS V eY: Mas N0. # 29127 SCALE AS NOTED DRAWING # SL -14 SHEET OF 10 SIC! 7 Z9�i 1a0va A STI t7 PE #581" SOLENE ALUMINUM - FRAME SECTION TYP. In GRADE -B SS BOLT WITH SOLENE ALUM. GRIPPER -WASHERS -NUT 1 TYP. PER CONNECTION SOLENE MOUNTING BRACKET SOLENE ALUMINUM WITH LIFT KIT ASSEMBLY. FLUSH MOUNT BRACKET REFER TO DETAIL PER SPECIFIC TYP. CONDITION THIS SHEET 7W: 1 NUT AND SPRING ------ ----- TYPICAL GRIPPER BOLT - FLUSH MOUNT BRACKET CONNECTION DETAIL SOLENE COLLECTOR SOLENE ALUMINUM MOUNT ROOF TILL TYP. BRACKET - GRIPPER - " BOLT -WASHER -NUT " DIA. ST STL LAG BOLTS -3" ° -� EMBED. TYP. EACH BRACKET CONNECTION _„ SOLENE 3X3Xl - 4" ALUM. 6063T6 W/ 1" DIA. X 1j" t INSERT "LIFT KIT" ri ' TYP. L-1 WOOD TRUSS TYP. BEARING WALL TYP. SECTION TYPICAL SHINGLE - TILE ROOF CONNECTIONS PLAN / SECTION SCALE: n=1'-0" 2 SHINGLES HIP END BU LDING ROOF I SOLENE COLLECTOR TMP v.ndIA FO7nNFS 1 1 L-1 ' t t SOLENE ALUMINUM MOUNT ti j ! , BRACKET - GRIPPER - `\ BOLT -WASHER -NUT SLOPE ROOF SEALANT ° 01 2 2 01 2 TYP. SLOPE L - . / 1 WOOD 2 3 SHEATHING SOLENE ALUMINUM MOUNT BRACKET - GRIPPER - J" BOLT -WASHER -NUT I" DIA. ST STL ALL-THRD- ROD WITH NUT - WASHERS MAX. 3'-0" O.C: LOCTITE ALL NUTS TYP. ALL CONNECTIONS ROOF SHINGLES//% TYP. #2 S.Y.P. WOOD ROOF TRUSS BEYOND i" DIA. ST STL LAG BOLTS -3" EMBED. TYP. EACH SOLENE BRACKET CONNECTION TYPICAL COLLECTOR LAYOUT - WIND ZONES FOR 270 TO 450 HIP AND GABLE TYPICAL METAL / SHINGLE ROOF TYPES NOTES - SCHEDULE- PLAN i CONNECTION DETAIL SCALE: "=1'-0" L-1 SCALE: 1 "=1'-0" -1 SOLENE COLLECTOR CUT OUT OR REMOVE TILE TO INSTALL "LIFT KIT' ASSEMBLY. RE- INSTALL, RE -FILL AND RE -SEAL TILES WITH APPROVED ROOF MATERIALS. ROOF SEALANT TYP. #2 S.Y.P. WOOD ROOF TRUSS TYP. - 21 PT S.Y.P. WOOD 01 ALUMINUM UNISTRUI CONT. ALONG PANEL TYPICAL LIMITED SPACE OPTION CONNECTION DETAIL SCALE: 1 "=1'-0" ,_ '-I-_---,'_a - -1 WOOD _- SHEATHING #2 S.Y.P. WOOD ROOF TRUSS TYP. ROOF SEALANT TYP. FLAT OR BARREL TILE TYP. TYPICAL FLAT TILE - BARREL TILE ROOF CONNECTION DETAIL 6 SCALE: 1 F1'-0" L-1 SOLENE COLLECTOR SOLENE ALUMINUM MOUNT BRACKET - GRIPPER - " BOLT -WASHER -NUT " DIA. ST STL LAG BOLTS -3" ° EMBED. TYP. EACH SOLENE BRACKET CONNECTION WOOD SHEATHING ROOF SHINGLES TYP. S.Y.P. 4X LOCATE BETWEEN TRUSSES - AND NAIL WITH 4-16D NAIL PATTERN AT EACH END TO WOOD TRUSS TYPICAL WOOD SPANNER OPTION FOR UNALIGNED TRUSS - BRACKET -14/ SCALE: 11"=1'-0" #2 S.Y.P. WOOD ROOF TRUSS BEYOND ROOF SEALANT TYP. -1 I PROJECT: I z 6 LU z z 0 z O J w W N a w Inc: , � z W GGG p O o O to d a DATE 11.2010 DRAWN BY: I MAS V eY: Mas N0. # 29127 SCALE AS NOTED DRAWING # SL -14 SHEET OF 10 SIC! 7 Z9�i 1a0va A STI t7 PE #581" 40 OFFICE PERMIT # //--2o-'P 4. UMMOVOOFFICL PERMIT # SOLkR Engineering Calculations 150 mph Wind Load Calculations (Report SL -14) for Solene Aurora Collector 1) Site specific parameters: a) Wind speed = 150 mph b) Wind importance 1=1.0 c) Wind Exposure C d) Z=30'-0" ft e) Collector Size = 4'-0" x 10'-0" f) Roof angle > 7 to 27 degrees g) hip roof style 2) Using Components and Cladding — Method 1 Fig. 6-3 Net Design Pressure Wind Analysis for Walls and Roofs in accordance with ASCE 7-05: a. Calculate Deign Wind Pressure, pnet30 (psf): 150 mph, Exposure B at h=30 ft with 1=1.0 and Kzt=1.0 b. Effective Wind Area = (4'-0" x 10'-0") / 4 = 10.0 sf => use 10 sf Zone 1: (1) Pnet30: qz= -37 psf (Roof angle > 7 to 27 degrees) (2) 1.4 conversion factor for Exposure C (3) Modified Pressure: qz mod = -51.8 psf Zone 2: (1) Pnet30: qz= -64.5 psf (Roof angle > 7 to 27 degrees) (2) 1.4 conversion factor for Exposure C (3) Modified Pressure: qz mod = -90.3 psf Zone 3: (1) Pnet30: qz= -95.4 psf (Roof angle > 7 to 27 degrees) (2) 1.4 conversion factor for Exposure C (3) Modified Pressure: qz mod = -133.6 psf ** UMAsolar does not support for collectors to be installed in Zone 3 areas without site specific structural engineer's assessment. 3) Force on Collector connection: Zone 1: At = 4'-0" x 10'-0" = 40 sf F1 = 40 sf x -51.8 psf = 2072 lbs Zone 2: At = 4'-0" x 10'-0" = 40 sf F2 = 40 sf x -90.3 psf = 3612 lbs 7/26/20U U MNO � SOLAR 4) Required Lag Bolt size and length to wood trusses: Engineering Calculations a) Force on bolt = (uplift — collector weight)/4 (neglect collector weight) Zone 1: F1 = 2072 lbs/4 bolts = 518 lbs Zone 2: F2 = 3612 lbs/4 bolts = 903 lbs b) Per 2005 Edition ASD NDS for wood construction: W'=W (Ccl)(Cm)(0) 1. With Southern Pine Wood Trusses, Specific Gravity G=0.71 2. Try 3/8"; Withdraw Value (W) Lag bolt = 538 lbs/in 3. Withdraw Design Value (W) for 3/8" lag bolt, 3" embedment, W= 516 lbs/in x 3" = 1548 lbs 4. Load Duration Factor Cd: For Wind Load (ten Minute intervals) Cd=1.6 5. Wet Service Factor (Cm) in areas > 19% moisture content in-service conditions: Cm=0.7 6. Temperature Factor (Ct) in areas with experience sustained exposure to elevated temperatures 125 F < T < 150 F: Ct=0.7: Adjusted Withdraw Design Value W'= W x Cd x Cm x Ct = 1548 lbs (1.6)(0.7)(0.7)=1214 lbs Therefore, Design Value W' =1214 lbs > F2 = 903 lbs FS = W'/F2 >1.0 = > 1.34 _> use 3/8" bolt with 3" embedment OK per 2005 NDS for 150 mph zone Please contact Michael Studney, Senior Engineer FL PE #58187 FL Record #29127 you have any questions or concerns. I 1/29/200 ,1- a� a�.uernaaawNMNW9t�MIN11wa1NQ��llll�ll Permit Number: Folio/Parcel Identification Number: v 4 0000-0110 MAR"XW NORSE/ CLERK OF CIRCUIT COURT Prepared by: �iyf,��''j� ,Lht ew IT"f_ SEMINOLE COLN" �� SK 07615 Pg 0412; tlpg) Return ey% to: , � �1'� _ CLERK' S 0 2()1 1085555 RECORDED 08/11/2011 03:55:59 PM W" 0 / /,—/ 3 RECORDING FEES 10.00 RECORDFD BY J Eckearoth(all) NOTICE OF COMMENCEMENT State of Florida, The undersigned hereby gives notice that improvement(s) will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following Information is provided In this Notice of Commencement. Description of property (legal descriptio the pro erty, pd treee dress It avalla le (=2!7 General description of Imprpv_elnent(s),. , 3. Owner Infor ation Name -'-7—.4 n y1 a Telephone Number_,!o-..3,-'y'" SWC Address -z ; Interest In Property n 4. Fee Simple Title Holder (If other than owner shown above) Name Telephone Number_ Address _ 5. contractor q Name Yczn Telephone Number 6. Surety (if any) Name Telephone Number—_ Address Amount of bond $ 7. Lender (If any) Name Telephone huriber Address 8. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by §713.13(1)(a)7, Florida Statutes. Name Telephone Number Address 9. In addition to himself or herself, Owner designates the following to receive a copy of the Llenor's Notice as provided In §713.13(1)(b), Florida Statutes. Name Telephone Number__ Address _ 10. Explratlon date of notice of commencement (the expiration date is one year from the date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORETHE FIRST INSPECTION. OI,INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN .ATTORNEY BEFORE COMMEN ffV ORK }t R RDI G'YOL'R NOTICE OF COMMENCEMENTS r• �' Signature of Oweq. r . Slg*otoa Printed Name/Tltla/OHl (or Owner's Authorized Officer/Dire tor/Partner/Manager §713.13(t)(d)) The foregoing Instrument was acknowledged before me this L�r�day of,&6_115 / by Ag-77yirs+ i St> (year) (ame of person) as for (Type of authority. e.g., offker, trustee, attorney in fact) (Namb of parr/ or, behalf of whom Instrument was executed) S._ ------ -- Signature of Notary Public - tate of Florida (Print, typo, or stamo commissioned name o1 Notary Public) Personally Known I OR Produced ID _ Type of ID Produced Verincatlon pursuant to Section 92.325, iorlde statutes: Under penalties of perjury, I declare that I have read the foregoing end�ibetlths�a�t t" in K are tf�e o the beet of m �wle tie and belief. INARYANNE MMSE CLERK OF CIRCUIT COURT Signature atonal Person sig Ing on Line 11•Above�•'•••"°"WENDY.STAATS SEMINOLE COUNTY. FLORIDA Commis DD0751560 Form Revised: 11/20/07 Jv�i ter, � = Expires 3116/2012 DEPUTY CLIENA AUG 1 1 2011 '' �`an• Florida Notary Assn.. Inc =