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Home My WebLink About228 W 19 St (3)RECEIVED Permit # Job Address: Description of Work: Historic District: CITY OF SANFORD PERMIT APPLICATION Ja , — n r Date: Zoning: I Gr— IV-r- S t Z j Value of Work: S 57. & C) FEB 17 2006 Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Pared 0: W (Attach Proof of Ownership & Legal Description) Owners Name & Address: ryl W h P one: 0 -7 J (O Contractor Name/Address: (c ,e Phone I Bonding Address: Mortgage Leader: Address: 1 -- StateLicenseNumb r: Contact Person: Be: Architect/ Eagineer: Phone: Address: Fax: Application is hereby nude to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. i understand that a separate permitmustbesecuredforELECTRICALWORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIRCONDITIONERS, 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 constructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICEFORIMPROVEMENT'S TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT. NOTICE. 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 thiscounty. 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 nfy the owner of the property of the requirements PrN William N. Ridenour 1Owner/Agent is _ Pe o ( 01u6ot n # DD 066683 w ProducedID =:jWL 14? Epires Oct ?Z. 2005 q OFF`• OQ' TIVu APPLICATION APPROVED BY: Bldg Zoning: al & Date) Special Conditions: en FS 713. Contractor/ Agent is Personally Kj Produced ID Utilities: Initial & Date) (Initial & Date) i d l Date r L PRES r vn t ommn 0004Otr V Exgres == 009 Bonded thru (900)432-4251 Flonds Ndery_ A .n FD: Initial & Date) Florida Building Code Online Page 1 of 3 L c" K0 I I R r4j r 66' " -oils Ma t ' yam" *-.- i PRODUCT r t r I r 'I r 'I <imOverviewProductSearchOrganizationProduct Search A lication src= r-.+.•y-.°a:-"'`--Z^,fir-!-y'•_'.*'3•-- _ •-ww _ `r.:, — r:-"^'^-.:,.r..•'6: User: Public User - Not Associated with Organization - Application #: Date Submitted: Code Version: Product Manufacturer: Address/Phone/email: Technical Representative Technical Representative Address/Phone/email: Quality Assurance Representative: Quality Assurance Representative Address/Phone/email: Category: Subcategory: Evaluation Method: FL 107-R I 06/01 /2005 2004 Simonton Windows 1 Cochrane Ave Pennsboro, WV 26415 800) 746-6687 Chuck Anderson 1 Cochran Ave. Pennsboro, WV 26415 800)746-6687 chuck—anderson@simonton.com AAMA 1827 Walden Office Square Suite 550 Schaumburg, IL 60173 847) 303-5664 webmaster@aamanet.org Windows 14 Casement Certification Mark or Listing Need Help ? Referenced Standards from the Florida Section Standard Year Building Code: ANSI/AAMA/NWWDA 101/I.S.2 1997 Certification Agency: Quality Assurance Entity: Validation Entity: American Architectural Manufacturers Association http://www.floridabuilding.org/pr/pr_detl.asp?IPT=107&RV=1 &fm=ROSrch 10/26/2005 Florida Building Code Online Authorized Signature: Evaluation/Test Reports Uploaded: Installation Documents Uploaded: Product Approval Method: Application Status: Date Validated: Date Approved: Date Certified to the 2004 Code: Page: F7 lGo Page 2 of 3 Chuck Anderson Chuck—Anderson@simonton.com PTID _107_RI 1 01 41006_O1Triple Tmull.Ddf PTID 107 R1 I 05 50949 O1Triple.12df PTID _107_R1_I 55130 Ol.pdf PTID 107 RI I S-105R2.pddf PTID 107 RI I S-130R.pdf PTID 107 Rl IS-153-1.12df PTID 107 RI I S-154-1.pdf PTID 107 R 1 I S-188-2.pd PTID 107 R1 I S-I89-2.pdf Method 1 Option A Approved 07/29/2005 08/24/2005 Page 1 / 1 pp/Seq Product Model # or Model Limits of UseNameDescription 08-08 ProFinish 100.5040 Integral Contractor; Mulled triple Casement, ProFinish Master; 3/4 insulating glass Luminess 700; fabricated from two 3/32 107.1 8-08 Luminess 800 - clear annealed. Non Vinyl -Integral Reinforced integral Mulled triple mullion. C-R50 = DP +/- Casement 50. Non impact, Not for use in HVHZ areas. For sizes up to 36x66.875 or 25.375x80 Casement, insulated glass 08-08 Profinish ill be fabricated with two Contractor, sheets, 1/8" annealed. for Profinish Master, sizes in excess, and up to 107.2 8-08 Luminess 700, maximum size of 36x80 Luminess 800 he insulted glass will be Vinyl casement fabricated from two sheets 1/8" tempered. C-R55 = DP +/- 50. Non impact, Not for use in HVHZ yeas: 08-09 Reflections 5500, Prism Platinum, Private label custom (ultimate), Private label 105x51 Integral mulled 7500, riple casement, 3/4" Impressions insulated glass fabricated http://www.floridabuilding.org/pr/pr_detl.asp?IPT=107&RV=1 &fin=ROSrch 10/26/2005 Florida Building Code Online Page 3 of 3 07.3,, 400. with two sheets of 3/32" Impressions annealed glass. Non- 800, Sears Reinforced mullion, C- 300,-- R50= DP +/-50 Non- HD@Home impact, Not for use in 6-09, _Services 6100,_ HD@Home HVHZ areas. Services 6500, Luminess 4500, Vinyl integral mulled triple asement Next_ gt Copyright and Disclaimer ; 02000 The State of Florida. All rights reserved. i' .W r;.... . w a'n•.: w:,,y .: .0 s.,.. ."`wE'T'IC"' ----- •i— ,^ " http://www. floridabuilding.org/pr/pr_detl.asp?IPT=107&RV=1 &fm=ROSrch 10/26/2005 i MODEL DESIGNATION. Simonton Casement_ Series 08-0g Vinyl, Window MAXIMUM OV RAt I NOMINAI c17F• Single up to 36' x 80" DESIGN PRESSURE RATING: Anchors: Positive 55.0 PSF Negative 55.0 PSF Windows: Design Pressure Ratings Vory: See Corresponding AAMA Test Report or Dade NOA or Florida P.E. Evaluation. USABLC' CONFIGURATIONS: X GENERAL DESCRIPTION: The head and side jambs ore extruded PVC which the anchor screw penetrates is o minimum of 0.070". MASONRY LINTEL l 1 SEE NOTE 6 1' x 2' FURRING STUCCO SILICONE J 1a4ULK_._- 114' MAX. SHIM SASH SASH HE4D JAMB 1" x 6- SILICONE CAULK HEAD JAMB 3' x 3/16' TAPCON-1 ' TYPE ANCHOR 1.25' MIN. EMB.. . SEE NOTE 6 JAMB MASONRY SILICONE CAULK INSIDE STOOL SHIM I' x 2- FURRING DRYWALL 0 0N N T Y O .? oH O T E V D t u AA U Z J A W C L6 C d Y 1'x2' ° vc FURRING v a DRYWALL I' x 6' SILICONE CAULK SEE NOTE 6 VERTICAL JAM8 Ili gyp N of Q N o yN GSASH 3 L. O V.1/ 4' MAX, u SHIM Ci OOdOc 0 InaD SILICONE E c C _ CAULK U) O a Q. I— STUCCO VERTICAL JAMB co Z O Z O W 3 O O W Z Y L 3 W Zm V Z NO 1. This system has been evoluoted for use in locofions adhering to the Florida Building Code and where pressure requirements as determined by ASCE 7 Minimum Design Looes for Buildings Cc and Other Structures do not exceed the design pressure rofings listed Herein. 2. For instollations where the sub -buck is less than 1-1/2' (FBC section 1707.4.4 Anchorage Methods and sub - sections 7707.4.4.1 and 1707.4.4.2) Topcon type concrete anchors must be used and the 64/12/OZ length must be such that o minimum 1-1/4' engagement of the Topcon into the masonry wall is obtained.3. When going to o smaller window size no oncnor screw sholl be in o mortar joint. If a screw rolls in o mortar joint relocate the screw 2.0' obove or below the mortar joint. 4. When installing o window below 30' in height the center screws ore eliminated . When installing a window 30' to 60' in heightuse (1) screw of the frome center line. When installing a window above 60' to 80' in height anchor as shown with (1) screw 3' above and below the frome center line. SCALE: N.T.S. 5. All interior and exterior perimeter surfaces of the window most be caulked. DWG. ' W.L.N. 6. See Manufacture's Installation Instructions for additional hordwore anchoring if required. CHK. BY: R.w. DRAWING NO.: 7. Adjust Topcon anchor locations, if necessary, to maintain o minimum 2.0' clearance from mnrtnr :., S-tO5R2 I a W I Or 1 Florida Building Code Online Page 1 of 4 6 oo P+ K, t . s- ' r •• ^"• l + I <i `r I r 4iJ. 'wF p it a . 11 I I I IAN I I r I r -ir r -Irr Oveniev; Produs: Searcn Organi_ation Product" arGi Application User: Public User - Not Associated with Organization - Application n: Date Submitted: Product Manufacturer: Address/Phonelemai l: Technical Representative: Technical Representative AddresslPhone,email: Quality Assurance Representative: Quality Assurance Representative Address/Phone/email: Need Help ? FL143-RI 09/30/2004 Simonton Windows 1 Cochrane Ave Pennsboro, VlW'V 26415 800) 746-6687 Chuck Anderson _ 1 Cochran Ave. Pennsboro, WV 26415 800)746-6687 chuck_anderson@simonton. c om AAMA 1827 Walden Office Square Suite 550 Schaumburg, IL 60173 847)303-5664 webmaster@aamanet.org Category: Windows Subcategory: ,a- .•Double Hung Evaluation Method: Certification Mark or Listing Referenced Standards from the Florida Building Section Standard Year Code: y 101/l.S. 2 1997 Certification Agency: Quality Assurance Entity: Validation Entity: American Architectural Manufacturers Association Authorized Signature: Chuck Anderson Florida Building Code Online Page 2 of 4 Chuck—Anderson@simonion.com Evaluation'Test Reports uploaded: Installation Documents Uploaded: PTfD 143 RI 1 Ol 41000 01.12df PTID 143 RI I O1 41002 01.12df PTID 143 RI 1 05 30171 Ol .odf PTID 143 RI 1 05 30226a01.pdf PTID 143-RI 1 05 30227 01.12df PTID 143 RI_I 05-30233_Ol_pdf PTID 143 RI 1 05 30259 Ol.odf PTID 143 RI_I 05 30260 01.pdf PTID 143lR1 l 0530261 01.12df PTID 143 Rl_I 05 30281 Ol.pdf PTID 143 R1 105 30282 02.pdf PTID 143 RI 1 05r30284 01.12df PTID 143 R1 1 05 30308 Ol.Rdf PTID 143 R1_I 05 30349 Ol.pdf PTID 143 R1 I O5 30359 OI.Rdf PTID 143 R1 1 05 30369TI.Rdf PTID _ 143_RI 1 05 30370 01.pdf PTID 143 RI 1_05 30447 01.pdf PTID 143 RI 11 05 30611_0l.pdf PTID 143 R1 1 05 30612 01.pdf PTID 143 R1 I S-101R1 installation. pdf PTID 143 R1 I S-115R1 installation. pdf PTID 143 R1 I S-124R installation. pdf PTID 143 R1 I S-159-2 instal lation.pdf PTID 143 R 1 I 5-166-2 instal lation.pdf PTID 143 RI I S-174-2 instal lati on.pdf Product Approval Method: Method 1 Option A Application Status: Approved Date Validated: 11/02/2004 Page: Page 1 / 1 Go pp/ Seq Product Model # or Name Model Description Limits of Use May not be used in HVHZ. 7- 07 - Reflections 5500; All Sizes reflect Maximum 14. 1 Prism Platinum; Private Double Hung- Size: 40 x 60 H-R60 3/32 abel ( Customized) Vinyl Annealed Glass Aluminum ltimate; Sears 9300; Reinforcements in Meeting Rails or Stiles 47 x 71 H-R50 High-TL 1/8 7- 70 - Reflections 5500; g DoubleHunnnealed Glass Aluminum 143. 2 Prism Platinum; Private Vinyl Reinforcement All Rails; 52 Label Ulitmate; Sears 9300 71 H-R50 High-TL 1 /8 nnealed Glass Steel Florida Building Code,Online Page 3 of 4 Reinforcement All Rails and Stiles; 36 x 60 H-R50 3/32 Annealed Glass 48 x 80 H-R35 1/8 Annealed Glass Aluminum Reinforcements in Meeting Rails or Stiles; 53 x 74 H- 143.3 7-75 - THD @ Home Double Hung - 35 1/8 Annealed Glass Services Vinyl Aluminum Reinforcements in Meeting Rails or Stiles; 53 80 H-R40 1/8 Annealed Glass High Performance Reinforcement in All Rails d Stiles 36 x 60 H-R45 3/32 Annealed Glass; 44 x 60 H- 30 3/32 Annealed Glass; 44 60 H-R45 3/32 Annealed Glass Aluminum Reinforcement in all Rails d Stiles; 44.25 x 60 H-R35 32 Annealed Glass Aluminum Reinforcement in 0.;;17-- ProFinish Meeting Rails or Stiles; 36 x Contractor; ProFinish 74 H-R50 3/32 Annealed Master; Luminess 700; Glass Aluminum - uminess 800; Reflections Reinforcements in all 300;Reflections 5050; Meeting Rails and Stiles; 48 143.4 Prism Ultra Gold & Double Hung - x 80 H-R30 3/32 Annealed Bronze; Private Label inyl Glass Aluminum Prestige & Classic; Reinforcement in all Rails Private Label 7300; and Stiles; 52 x 71 H-R35 Impressions 9400; THD @ 3/32 Annealed Glass Steel Home Services 6100;_Reinforcement in all Rails uininess 45`-' w}M' and Stiles; 72 x 60 H-R35 TM Twin 3/32 Annealed Glass; 89 x 60 TM Twin H- 45 3/32 Annealed Glass Aluminum Reinforcements in Meeting Rails or Stiles; 72 74 TM Twin H-R45 3/32 Annealed Glass Aluminum Reinforcement in all Meeting Rails and Stiles; 36 x 60 H-R50 3/32 Annealed Glass; 36 x 72 H- 5-75 - Reflections 5500; C55 3/32 Annealed Glass Prism Platinum; Private Aluminum Reinforcement in Label Uhtmate; Private Meeting Rails or Stiles; 36 x 143.5 1 Label 7500; Impressions Double Hung - 74 H-R55 3/32 Annealed 800: Sears 9300; THD @ Vinyl lass Aluminum Home Services 6500; Polar Reinforcements in Meeting Wall ails or Stiles; 52 x 71 H- C35 3/32 Annealed Glass Aluminum Reinforcements fin Meeting Rails or Stiles: Next MODEL —LUIC TION Simonton Doublet Hunl Series 40-17 Vinyl Window 2r'ON 1 AWIMUM QK&L"WHAL SIZE Single of, to 52' x 1' 2, DESIGN IIIESSLIHE RATING Anchors: Positive 50.0 PSF Neoojire 50.0 PSF MASONRY LIMIEL 2.0' tn' Windows: Design Pressure Rotinqt Vary; See MIN. to Corresponding AAMA Test Report or ILIFIRING _3 1 2' W., Dade MOA or Florida P.E. Evaluation. IC USABLE CQNFIQ&UQn X 3* . , . . I , I Gfco: j? stucco TYPE AMC GENERAL QESCRIPJJON The head and side iambs ore extruded V4 to PVC. Tire wall Thickness through which SILICONE DRYWALL 4 or The anchor screw penetrates is a CAULK 8, minimum of 0.070'. 114- MAX. SHIM SILICONE CAULK j. HEADER JAM3'. 3/19' TAPCON TYPE ANCHOR 1. 25* MIN. EMB.— 114- Mokx. SHIM C -W WtoC, INTERIOR f7N HEAD JAMB •SILICONE CAULK N SASHTRACK ; Q, N 3 1/2' x 3/15- TAPCON C t6 TYPE ANCHOR 0 NJ ie STUCCO 0 00 00EXTERIOR R71C ALJAMB tj In CD SASH TRACK %.V C E Cc WC OIL X SILICONE CAULKSILICONE CAULK STUCCO INSIDE STOOL LU VITERIOR SHIM SASH TRACK it MASONRY I' . 2' FURRING 0 L, SILL V) DRYWALLRAIL U) 0 ZC) V) us— Z) 23: 41 37.623, EXIERPUR ( Z SASH TRACK SILL Ql C) C3L) Tr z NOTE 1. This Installation he$ been -vohrofad for use In locations adhering to the Mlid. Building Code --X and when pressure reaviremants as determined by ASCE 7 Minimum Design Loods for Buildings and Other Structures do not exceed the design pressure ratings listed herein. 2. For inslollolions where the sub -buck is Iota than 1-112' (FIRC section 1707.4.4 Anchorage Methods and 70 7. :,4: momf 1707.4.4.2). Tape" type concrete onchors must be used and the long sub - so lion:.1h that minimum 1- /4 engagement of the Topoon, into the masonry wall Is obtained. DATE: 5/14/02 thmustcI3. All interior and exterior perimeter ourfoces of the window must be caulked. SCALE: M.I.S. 4. See Manufacture's lnsfn#ollon Instructions for additional hardwore anchoring If required. DwG. Eft; IJH 5. Adjust Topcon anchor locoflons• it necessary, to mointain a minimum Zoo clearonce from morlor Joints. CNK. ery: R.W. DRAWINC NO.: 6. When egress bolonces ore used replace the fosle.ers In The egress balance corer with the appropriate Installation S-124R 52.0" MAX. OVE ALL FRAME WIDTH— screw instead of Inc typical prefabricated hole of that locobon in the jamb. I. or 1 Douglas Morrison BAYER Prepared By g C ?tnmer Name E HOME DEPOT PhoneNumber(407) 625-5192 _ DIAGRAM SHEET Job# 2152715 I1 .. ... KITCH .........:..: _I,_.: x BED#1 F3+......................... :.... .......... DIN ........... BATHr ............................... x........ ............................ .......... fib x :: :: ; . .. ED#2 C-ct-s-e vn,v' O ...... ... 0 . •.... ...... .. re.3o) - x.... .......................J NOTES:Overall Length FRONT MEAN ROOF NElOtil•" _ Feet 5. thaw the eudine el the Mum and Indtcale ail wlneows and doo Overall Width 2. N rmber the wedovra b ea ropbcad will lM caro orafstg ram*vcikam Iha Spec Sheet •'Measure Mean Roof Haight ham On ground exposure CategoryN* 3. M"astue and list tMt d slartoe tram each =fief d IN home to the dosest w!ndow To a point that 13 hefway to the peak to the save 4.k-1k pte which whn*vKa) wiin mnel F.g e.s Coda rsquimuents In the bewkaan ""To be completed by Permit Coordinator A"'Ail 1 "4V1Cav a eraerlar IkW must meet 1116 Ehnesa Caon neaWremantt WINDOW SPECIFICATION SHEET - Spec. Sheet #:W 2 3 5 5 3 2 Customer: _A WINDOW SPECIFICATION zJgZWS Consultant: Sheet: of Date: q Existing Window New Window w Location Room I Floor) Style Code" Metal Y/ N Style Code" Series Code" C U Measurements Grids Pattern' Pattern" Pattern1.2 Window Glass Options Code" Misc. Items Code" Hinge Locations Rough Opening o U co M j 19 N co M j c N co M 8 j c N csml, CPC, Bay, Bow, Patio 6 Garden Ooor Itrom outside, Lt +.o RI) Width Height UI D* r e r 2 1, 10T D (IJ f+ DID tu 1,1T b (. r I Lv e T N ff' I N 1 H 01 DU i G( j L. C t; e fl I D Of av cat 30 ro 1 I c v 3AT- D)i nl DH 100 wT aq yb e E p Z OD wT 0 01 9 E D Z D ji A/ DH 1 v0 1.T 3D G 1/ j 1- 0 6 --D Z DO Ott 1'00 UT 3 D S 12 Grid Pattern and Location MUST be indicated. t If a single window or mulled windows require multiple grid pattems, indicate location and pattern in the additional spaces provided. G., r . ror a,.. , n ....._ _, ...o.. __ ..c...._._----.. _ _ .._. _ - . _ - - COIOf Of Window / Door Wraps BAY / BOW WINDOW Projection Angle: (Bay: W or 4e) Bay Window Flankers - DH / Csmt. Seatboard Material - Birch or Oak New Interior Casing (Bay/Bow/Garden/Patio Doors) Clamshell (CL) or Colonial (CO) SPECIAL CONSIDERATIONS: Top of Window to Soffit (inches) O'I/idth of Overhang ( inches ) If tied to Soffit, color of Soffit material Construct Roof 3 ( Yes I No ) 7 There is no guarantee that new shingles will match existing color GARDEN WINDOWS WALL THICKNESS 4 (inches) SEATBOARD MATERIAL Specify Birch or Oak Veneer or White Pionite f%oun1ona1 Cnarge for wall IhlCkneSS of 6- or more. I have reviewed and agree with all of the job specifications described above. Customer Signa i•e Date S 14.03 SFC.W.VW NOTICE OF COMMENCEMENT This document prepared by: Name: 12 o`, lJ 10n Addre 5 a ome J /, STATE OF FLORIDA CO OF SE T (Complete Parcel ID #)(p The undersigned hereby informs all conVa'i" Ai$1d'*JA-Q UAW certain real property, and in accordance with Chapter 713, Florida Statues, the following information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY (Legal description of the property and street -address) r a I q t'- t %. L J GENERAL DESCRIPTION OF IMPROVEMENT: J r.i V VJOEM IFIEDPi RSE OWNER NAME & ADDRESS f1f1,144.rt_ A 4S? ' X `1 ST, IaRK OF CIRCUIT COURT lrTH A1 SnN v"7 . L _1 E 0 KTY, FLORIDA OWNERS INTEREST IN PROPERTY (Fee Simple, Partnership, etc.) 1;j by N NAME AND ADDRESS OF FEE SIMPLE TITLE HOLDER (If other than owner) gala W1. V1_L4.tM f CONTRACTOR NAME & ADDRESS:'-M LN • S 1•ri— Y c SURETY ( Bonding Company) NAME & ADDRESS: Amount of Bond: other Persons withinthestateofFloridadesignatedbyowneruponwhontocumentsmaybe served as provided by Section 713.13( 1)(a)7., Florida Statues: Name and Address In addition to himself, owner designates the following person to rec . e a copy of the Lienor's Notice as provided in Section 713.13( 1)(b), Florida Statutes: , Name and Address: Expiration Date of Notice of Commencement The expiration date is I year from date of recording unless a different date is specified) lignature of Owner Prifited Name of Owner t'r' t A STATE OF P. COUNTY OF 41iLS 3u/. C*r- The foregoing instrument was acknowledged this ay of 20 by /' who is personally known to me or has produced (type of identification) as d nti ication and acknowledged that he/she signed the instrument voluntarily for the purpop ex resse it. S a otary Public, State of Florida KWTMW K 7NSE, CLERK OF CIRCUIT LUURT CLERK OF SL1IIN DLE COUNTY SK 06133 Pg 1401 (1 pg ) FILE NUM 20060301 fie REiLMI) W& MIN6 63t56t38 P14 RECONDINIG FEES 10.00 RECORDED BY L Winley Print, Type, or Stamp Commissioned Name of Notary Public p William N. Ridenour a'=N o01 ieG;: Commission # DD 066683 o+Oct 22 2005 riF.. oQ Bonded Thiu r` A9en6c Bow Co., Im