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Home My WebLink About157 London Fog WayLn RECEIVED APR 0 7 2011 D CITY OF SANFORD BUILDING & FIRE PREVENTION1; PERMIT APPLICATION Application No. 10 Documented CQnstruction Value: $ 460 0(a JobAddress:-M tLn6l c-k-g ;k-)m Historic District: Yes 0 NoD 000 0ParcelID: 91-) - 1- 0 -S I 1'1 - , Zoning: Description of Work: Cc, Plan Review Contact Person: Title: Phone: Fax: E-mail: Property Owner Information Name Tw-s Phone:, L\ 09 - LA rA L\ — Street: \,)-I Lt,nAe,, iZn unu Resident of property? s C C j j City, State Zip: Contractor Information Name Phone: CU cyo lAc-,q zaaa - -) 14 -3- Street: L3L----) Fax: City,StateZip: ( Dr-njg j=6 TZ) State License No.: Cp--C, C A Q q \-)L, 1- Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company:' Address: J-) Building Permit 0 Square Footage: Phone: Fax: E-mail: Mortgage Leader: Address: PERMIT INFORMATION Construction Type: - No. of Stories: No. of Dwelling Units: Flood Zone: Electrical E3 New Service - No. of AMPS: Mechanical 0 (Duct layout required for new systems) Plumbing 13 New Construction - No. of Fixtures: Fire Sprinkler/Alarm 13 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 COMAIENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMEPROVEMIENTS TO YOUR PROPERTY. A NOTICE OF COMAMNCEMEENT 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 COMN[ENCEMEENT. 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 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. Signature of OAterTA—gent Date Frint Oww/Agent's Name I'bZZI ColAmISSION14 DD995123my F_XpiRES May 24,2014 Owd*7Xg—ent is Personally Known to Me or Produced ID Type of ID !A , T-,k— Sig(iCbare of Corrtractor/Aprit Date Produced ID I -Type of ID APPROVALS: ZONINGAM t 7. d— unLiTiEs: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Rev 11.08 jULIAN KISOR y PUBLIC OF FLORIDA DD0952293 s 3/10120V or Seminole County Property Appraiser Get Information by Parcel Number Page I of I 13 10) 26 1AX D AviD.1cHnsckN. CFA.ASA 1J12101102IOCIJ1111rW— P '[SkR 10 99999 49D2M9a7a& F3 2 1 SEMINOLE CIOUNTYFL- I 101 E. FIRSTST CR 46A SANFORD, FL32771-1468 407-6!77508 X.-. VALUE SUMMARY VALUES 2011 2010 Working Certified GENERAL Value Method Cost/Market CostlMarket Parcel Id: 33-19-30-513-0000-0040 Number of Buildings 1 1 Owner: DEES ELIZABETH A Depreciated Bldg Value 86,449 94,551 Mailing Address: 157 LONDON FOG WAY Depreciated EXFT Value 0 0 City,State,Z[pCode: SANFORD FL 32771 Land Value (Market) 23,000 27,000 Property Address: 157 LONDON FOG WAY SANFORD 32771 Land Value Ag 0 0 Subdivision Name: MAYFAIR OAKS 331930513 Just/Market Value 109,449 121.551 Tax District: SI-SANIFORD Portablity Adj 01 0 Exemptions: 00-HOMESTEAD(2003) Save Our Homes Adj 0 0 Dor: 01-SINGLE FAMILY Amendment I Adj 0 0 Assessed Value (SOH) 109,449 121,551 Tax Estimator 2011 TAXABLE VALUE WORKING ESTIMATE Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 109,449 50,500 58, Amendment 1 adjustment Is not applicable to school assessment) Schools 109,449 25,500 83,949 City Sanford 109,449 50,500 58,949 SJWM(SaInt Johns Water Management) 109,449 50,500 58,949 County Bonds 109,4491 50,5001 58,949 The taxable values and taxes are calculated using the current years working values and the prior years approved millage rates. SALES Deed Date Book Page Amount Vac/Imp Qualified 2010 VALUE SUMMARY WARRANTY DEED 09/2002 04552 0359 $136,900 Improved Yes 2010 Tax Bill Amount: 1,622 QUITCLAIM DEED 1212001 04298 0838 $56,500 Improved No 2010 Certified Taxable Value and Taxes DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTSWARRANTYDEED08/1999 03727 0108 $107,400 Improved Yes Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION Land Assess Method Frontage Depth Land Units Unit Price Land Value PLATS:, Pick... LOT 0 0 1.000 23,000.00 $23,1300 LOT 4 MAYFAIR OAKS PB 50 PGS 38 THRU 41 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 7 1,377 1,840 1,377 CB/STUCCO FINISH $86,449 90,522 Sketch Appendage I Sqft GARAGE FINISHED / 423 Appendage / Sqft OPEN PORCH FINISHED 140 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch FinishedBase Semi Finshed Permits jNOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. 1—* Ifyou recently purchased a homesteaded property your next year's property tax will be based on JustlMarket value. i 350 State Road 434 West Longwood, FMda 32750WIND'OWS & DoORS Office: 407 831 0600 Fax: 407 339 7742 Authorization Letter / Power of Attorney I James S. Rowland, do hereby authorize the following persons to act as agents on behalf of myself and Pella Windows & Doors to pull and sign for any permits submitted under my Florida State Contractor License number CBC046712. Authorized Persons: Brian Kirby Don Kirby Gary Barson Tim O'Malley John Christianson Eric DeDios Charles O'Neil Elizabeth Hutchinson Regards, 5-7 A'am_es S. Rowland Qualifier Pella Windows & Doors STATE OF FLORIDA COUNTY OF LAKE is day ofTheforgoinginstrumentwasacknowledgedbeforemeth hpr( _ by James S. Rowland, who is personally known to me. th a PkW6 /V (SEAL) Printed Name VIEWED To BE THE Bur KELLY JULIAN KISOR NJOTARY PUBLIC STATE OF FLORIDA Cornm# DD0952293 Expires 3110/2012 Parcel: 33-19-JO-513-0.000-0040 Building #: 1 of 1 Page #1 of I 1 25 2 40 ON IV BAS 13 21 GRF Oph OfFICE 461 OFFICE. Customer: Beth Dees Project Name: DEES RESIDENCE OrderNumber: 7211NF028 Quote Number: 2521924 Line # Location: Attributes 10 ENTRY Encompass by Pella, Entry Door Right, 37.5 X 81.5 Qty 1: 3680 Right Entry Door Frame Size: 37 1/2 X 81 1/2 General Information: 1, No Fire Rating, Wood, Wood, Pine, Standard, Standard Sill, Mill Finish Sill, Composite Threshold Entry Door Panel: Solid, Fiberglass, Smooth, Smooth, 6 Panel Exterior Color I Finish: Unfinished, Primed Interior Color/ Finish: Unfinished, Primed Hardware Options: Non -Adjustable, Brasstone Zinc Dichromate, Latch Bore with Deadbolt, 2 3/8" Viewed From Exterior Wrapping Information: 2" Brickmould, 4 9/16", Factory Applied, Pella Recommended Clearance Frame Size: 37.5" X 81.5' Customer Notes: DOOR TO BE PAINTED POPLAR WHITE ON EXTERIOR DOOR TO BE PAINT ED WHITE ON THE INTERIOR bg INTERIOR TRIM TO BE RE -USED INSTVA000042 - SgI Entry w/o Sidelights 5-DOORF - Door Finishing/Panel I Line # Location: :Attributes Qty, I Qty 1 15 BREAKFAST AREA Impervia, Sliding Patio Door Fixed / Vent, 71.5 X 95.5, White Qty 1: 7296 Fixed I Vent Sliding Patio Door Frame Size: 71 1/2 X 95 1/2 General Information: Duracast, Block Frame, Foam Insulated Exterior Color/ Finish: White Interior Color) Finish: White Interior Glass: Insulated Tempered Low E SunDefense Argon Gas Hardware Options: Included, Color Matched Viewed From Exterior Screen: Sliding Screen, Conventional Fiberglass Grille: None, Frame Size: 71.5" X 95.5" Wrapping Information: Offset Fin, Perimeter Length = 334", Glazing Pressure 205. Customer Notes: DOOR WILL SLIDE FROM LEFT TO RIGHT FROM INSIDE THE HOME STUCCO IS INCLUDED INSTVA000018 - 2-Panel Qty I For more information regarding the finishing, maintenance, service and warranty of all Pella@ products, visit the Pella@ website at www.pelia.com iFlorida Building Code Online Page I of -3 ) Y, BCIS Home Log In User Registration HotTopics SubmitSurcharge Stats&Facts Publications I FBCStaff I BCISSiteMap t Unks Sear'ch Product Approval USER: Public User Product Approval Menu > Product or Application Searc > Application Lis > Application Detail FL # FL14494 Application Type New Code Version 2007 Application Status Validated Comments Archived Product Manufacturer Pella Corporation Address/ Phone/Ema 11 102 Main St. Pella, IA 50219 641) 621-6096 pellaproductapproval@pella.com Authorized Signature Joseph Hayden jahayden@pella.com Technical Representative Joseph Hayden Address/Phone/Emall 102 Main Street Pella, IA 50219 641) 621-6096 jahayden@pella.com Quality Assurance Representative All Zarghami Addregs/Phone/Emall 102 Main St Pella, IA 50219 641) 621-1000 zarghamia@pelia.com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute, Validated By Terrence E. Lunn, PE 0 Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year ASTM E283-04 2004 ASTM E330-02 2002 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A http://www.floridabuilding.org/Prlp_app_dtl.aspx?param7—wGEVXQwtDquiKNpeAsu/2b... 4/5/2011 iiFlorida Building Code Online Page 2 of 3 Date Submitted 03/25/2011 Date Validated 03/31/2011 Summary of Products 1jFL # 114odel, Number or Name IDescription 14494.1 ompass by Pella Entry Door Encompass by Pella, Inswing Entry Door. Solid Steel Panel with a Wood Frame Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL14494 RO C CAC NIO10415 01-Rl.pd Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/31/2015 Design Pressure: +50/-50 Installation Instructions Other: -These doors are not approved for use where FL14494 RO 11 1747 Installs.i3d water infiltration resistance Is required by the door. Verified By: Warren W. Schaefer, P.E. 44135 Unless units are Installed In non -habitable area where Created by Independent Third Party: Yes the unit & the area are designed to accept water Evaluation Reports Infiltration, units shall be Installed only at locations FL14494 RO AE 1747 installs.pd protected by a canopy or overhang where -by the Created by Independent Third Party: Yes overhang(OH) ratio is equal to or more than 1.0 per FBC section 1714.5. 14494.2 a compass by Pella Entry Door Encompass by Pella, Inswing Entry Door. Solid Fiberglass113anelwithaWoodFrame Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL14494 RO C CAC NIO10416 01-Rl.pd Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/31/2015 Design Pressure: +50/-50 Installation Instructions Other: -These doors are not approved for use where FL14494 RO 11 1747 lnstalls.pd water infiltration resistance Is required by the door. Verified By: Warren W. Schaefer, P.E. 44135 Unless units are Installed in non -habitable area where Creat d by Independent Third Party: Yes the unit & the area are designed to accept water Evaluation Reports Infiltration, units shall be Installed only at locations FL14494 RO AE 1747 lnstalls.pd protected by a canopy or overhang where -by the Created by Independent Third Party: Yes overhang(OH) ratio Is equal to or more than 1.0 per FBC section 1714.5. E14494.3t Encompass by Pella Entry DoorI Encompass by Pella, Inswing Entry Door. Glazed Full Light Fiberglass Panel with a Wood Frame Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL14494 RO C CAC N1010417 01-Rl.pd Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/31/2015 Design Pressure: +40/-40 Installation Instructions Other: -These doors are not approved for use where FL14494 RO 11 1747 installs.pd water Infiltration resistance Is required by the door. Verified By: Warren W. Schaefer, P.E. 44135 Unless units are installed In non -habitable area where Created by Independent Third Party: Yes the unit & the area are designed to accept w6ter Evaluation Reports Infiltration, units shall be Installed only at locations FL14494 RO AE 1747 installs.pdf protected by a canopy or overhang where-b Created by Independent Third Party: Yes overhang(OH) ratio Is equal to or more than 1.0 per FBC section 1714.5. 14494.4 Encompass by Pella Entry Door Encompass by Pella, Inswing Entry Door. Glazed Full Light Steel Panel with a Wood Frame Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL14494 RO C CAC N1010418 01.od Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/31/2015 Design Pressure: +40/-40 Installation Instructions Other: -These doors are not approved for use where FL14494 RO 11 1747 installs.r)d water Infiltration resistance Is required by the door. Verified By: Warren W. Schaefer, P.E. 44135 Unless units are Installed In non -habitable area where Created by Independent Third Party: Yes the unit & the area are designed to accept water Evaluation Reports Infiltration, units shall be Installed only at locations FL14494 RO AE 1747 installs.pd protected by a canopy or overhang where -by the Created by Independent Third Party: Yes overhang(OH) ratio Is equal to or more than 1.0 per FBC section 1714.5. 1 F B..k F N..t Department of Community Affairs http://vvww.floridabuilding.org/pr/p_app_dtl.aspx?param--wGEVXQwd)quiKNpeAsu/`2b... 4/5/2011 Florida Building Code Online Page 3) of -3) Florida Building Code Online Codes andStandards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 850) 487-1824, Fax (850) 414-8436 0 2000-2010 The State of Florida. All rights reserved. Privacy Statemen Copyright Statement I Accessibility Statement I Plug-in Software Customer Service Survey Contact Us Product Approval Accepts: sceunt fIr cll hq://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquiKNpeAsu/`2b... 4/5/2011 ERS FMLL BE IN AC=GANCE WITH THESE DRAWINGS. SPEWED ANCHOR EMBED TO sNALL BE BEYOND WALL FINISH OR STUCCO. BUCIONG a BUCKING FASTENERS MUST BE PROPMY DESIC14ED Ile INSTALLED TO LOADS TO THE STRUCTURE. I-ImpAry RATED ODOR SYSTEM NWALLATIONS ARE IN ACCORDANCE WITH AND MEET THE OF THE FLORIDA WKDING CODE (FEIC). NS SECURINC DOOR FRAME TO PRESSURE TREATED DUCKS OR WOOD FRAMING 94ALL BE MISTING CORROSION WSED BY THE PRE SURE TREATING CHEMICALS IN THE WOOD. INCLUDING allT NOT UNITED To STEEL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSWILAN MATERIALS SHALL MEET THE REOUIREWENTS OF FLORIDA BUILDING CODE CHAPTER 20. 8. To THE BEST OF OUR KNOWLEDGE. THE ODORS SHOWN HERON ARE CERTIFIED & DUALITY ASSURED BY A FLORIDA STATE APPROVED CERITIFICATION/0A ENTITY & SKALL BE LAMM IN ACCORDANCE WITH THE FBC AND THE 90-72 FLORIDA BUILDING COMMISSION SPECIFICATIONS- 00001 ASUMBLY IS NOT PART OF THIS DRAVANG AND SKALL BE IN ACCORDANCE WITH THE MANUFACTUREWS QUALITY ASSURANCE SPECFXCATIOUS & TESTING REPORTS. 7. CERTIFICATION OF THESE DOOR INSTALLATION; SFAL BE CONSIDERED VOID IF ANY OF THE FOLLOWING APPLY: 1) THEY ARE INSTALLED WITHOUT A BUILDING PERMIT FROM THE APPLICABLE LOCAL BUILDING DEPARTMENT. 2) IF THEY ARE INSTALLED BY ANYONE OTHER THAN A UCENSED CONTRACTOR EXPERIENCED WITH DOOR INSTAUATIONS. 3) IF CHANGES HAVE OCCURED TO THE PRODucT'S CERTWICATION ENTRYS CERTIFICATE THAT CAUSE THESE INSTALLATIONS TO BE INCORRECT OR INCONSISTENT VATH WHAT HAS BEEN TESTED. L THE LEAST DESIGN PRESSURE SPECIFIED EITHER IN THIS ORAWIRO OR IN THE PRODUCTS CERTIFICATION SHALL CONTROL FOR THE INSTALLED DOOR. 9. THESE DRWNGS CERTIFY THE DOOR INSTA11ATION ONLY. WATER PROOFING OF THE INSTALLED DOM ISS NOT PART OF YMS INSTALLATION CERTIFICATION. THAT RESPONSIBILITY WALL BE THAT OF THE MANUFACTURER W INSTALLEEL10. ALL WOOD MEMB OF DOORS THAT MAY POSSIBLY COME INTO CONTACT WITH MASOfW OR CONCRETE SUBSMTES. ARE SUEUECT TO MINSTURE VOR ARE SUEUECT TO THE OUTSIDE ENVIRONMENT SHALL BE OF AN APPROVED DURABLE SPECIES OR BE TRFATEO IN AN APPIROVEO METHOD WITH AN APPROVED PRESERVATIVE PER FBC SECTION 2326. FRAME ANCHOR REQUIREMENTS TA13LE OPENING TYPE E/CUP/HINGE/STRIKE TO MINIMUI SUBSTRATE) OPENING FASTENER TYPE EMBED FRAME SCREWS 3)MIN. 2X- WOOD FRAME OR BUCK MIN. GR. 3 & G-0.55) SMS OR WOOD SCREW 1 1/4' 18 GA. 33 KSI METAL STUD NO. 10 DR. 5 SELF TAP/DRILL SCREW FULL STEEL NO. 10 GR. 5 SELF TAP/DRILL SCREW FULL I MIN. 1/8" THK 6063-75 ALUM. No. 10 DR. 5 SELF TAP/DRILL SCREW FULL HQTL- THESE DOORS ARE NOT APPROVED FOR USE WHERE WATER INFILTRATION RESISTANCE IS REQUIRED BY THE DOOR. UNLESS UNITS ARE INSTALLED IN NON-HABiTABLE AREAS WHERE THE UNIT & THE AREA ARE DESIGNED TO ACCEPT WATER INFILTRATION, UNITS SHALL BE INSTALLED ONLY AT LOCATIONS PROTECTED BY A CANOPY OR OVERHANG WHERE -BY THE OVERHANG(OH) RATIO IS EQUAL TO OR MORE THAN 1.0 PER FEND sEc!noN 1714.5. MINIMUM DGE DIST 3/+- MIN. 2X4 WOOD FRAME OR BUCK NO. 8 X 1 1/2' SMS 1 3/8' (2) NIA MIN. GR. 3 & G-0.55) MIN. 1/8' THK A36 STEEL NO. 8 GR. 5 SELF TAP/DRIU- SCREW FULL (2) NA MIN. 1/8- THK 6063-T5 ALUM. NO. 8 CR. 5 SELF TAP/DRILL SCREW FULL (2) NA INSTALLATION CLIP SCREWS (ALTERNATE STRAIGH CONDITION)_ MIN. 2XIS WOOD FRAME OR BUCK 8 X 1 1/2p SMS 1 3/8. MIN. GR. 3 & G=0.55) NO. 1 3/4:-. MIN. 18 GA. 33 KSI MErAL STUD NO. 8 DR. 5 SELF TAP/DRILL SCREW FULL 1/2 MIN. 1/8- THK A36 STEEL NO. 8 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" MIN. 1/8' THK 6063-T5 ALUM. NO. 8 GR. 5 SELF TAP/DR SCREW FULL 1/2' HINGE-& STRIKE SCREWS MIN. 2X- WOOD FRAME OR BUCK MIN. GR. 3 & G=0.55) NO, 10 SMS OR WOOD SCREW 1 1/4" 3/4' 71N. 18 GA. 33 KSI METAL. STUD NO. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2' MIN. 1/8' THK'A36 STEEL NO. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" MIN. 1/8' THK 6063-75 ALUM. NO. 10 GR. 5 SELF TAP/ORILL SCREW FULL 1/2. C-90 CMU/2500 PSI CONCRETE il) 3/16- CONCRETE SCREW 1 1/4- _F- CONCRETE SCREWS SHALL BE ELCO ULTRACONS, ELCO CRETE-FLEX. rrw RAmSET/RED HEAD TAPCONS OR HILTI KWIK-CON 11 (HARDENED STEEL OR S.S.). STANDARD BENT CUP INSTALLATION SCREWS SHALL BE POSITIONED WITHIN 1/4- OF THE BUCK/SUBSTRATE EDGE AND, IF INTO WOOD, ANGLED 20 TO 30 DEGREES WO THE BUCK. 2X- BUCKS SHALL BE OF A MINIMUM DEPTH REQUIRED TO MEET ANCHOR EDGE DISTANCE REQUIREMENTS BUT NO LESS THAN 3 1/2" (2X4). IHINGE REQUIREMENTS1 1 .3 PER PANE EDGE DISTANCE MAY BE DECREASED TO 1/2- IF SCREWS ARE ANGLED 15 TO 20 DEGREES AWAY FROM THE EDGE. wwAu-mm oF Am o7wR Pftmucr NoR mAr 37 1/2- MAX. FRAME WIDTH f 6- MAX. 11 1/8- MAX. I E L SPACING EQUAL SPACING 10 7/8' MAX. ALTERNATE ANC opussTRATEMIUATION NOTE, ALL ALTERNATE AONCHORS IN TH SPECIFIED INGE 7 HINGE (j- HINGE SCREW INTO SUBSTRATE (2 PER HINGE). SEE "FRAME ANCHOR REQUIREMENTS TABLE' ON'THIS SHEET F6R SCREW REQUIREMENTS. HINGE (L- fill SINGLE DOOR SCALE: 3/4" = l'-O 50 PSF PRESSURE SHOWN IN THIS TABLE IS FOR INSTALLATION CONDITIONS ONLY. THE GOVERNING DESIGN PRESSURE ON THE DOORS SHALL BE THE LESSER OF THAT SHOWN IN THE INDIVIDUAL DOOR'S STATE APPROVAL OR THAT SHOWN IN THIS TABLE. SUBSTRATES HAVE BEEN ANALYZED IN ACCORDANCE WITH THEIR APPLICABLE STANDARD(S) AND ARE FOUND TO BE EQUIVALENT TO OR STRONGER THAN THE ANCHOR(S) USED IN TESTING WITH THIS PRODUCT. INSTALLATION EvALUAIION IS BAStD ON APPUCABLE XCHOR STANWMS ANDIOR INFORMATION RESULTS FROM APPIUCASCE TEST ROWTS, THE RMICA BUILDING CODE WON CONSIDERED WITH THE EVALLIATCH WAS THAT IN FORCE AT THE TIME Of THE EVALUATION. IN THE EVENT OF CODE VERSION CHANCES/UpDATES OR IN THE EVENT 7W HEIN OR ADDITIONAL TESTING IS COMPLETED ON THE RVERENCED PRODUCT, PRIOR To STATING CODE co)APuANCE %m THE STATE THE MANWAMBER SHALCOGNIFIRM WITH THE INSTALLATION EVALUATION ENGINEER OF RECORD TNkT THE INSTAU.ATIONS SPECIFIED HEREAN ARE CURRENT WITH THE THEN CURRENT TESTING, CODE AND APnICAEUE STANDARDS. FRAME SCREWS OR INSTALLATION CLIPS WHERE SHOWN. SEE FRAME ANCHOR REQUIREMENTS TABLE" ON THIS SHEET FOR REQUIREMENTS. STRIKE SCREWS INTO SUBSTRATE (2 PER STRIKE PLATE). SEE TRAME ANCHOR REQUIREMENTS TABLE" ON THIS SHEET FOR SCREW REQUIREMENTS LATCH & DEAD BOLT STRIKES). 1 6, mAx. A. A C; Q 4,,PROf I .......... z0 Lim C; w— 0 0,00mul ZA W 0 zccto ED CD 5z6-4 LIJ ziT'S 12,3mPH cx: I OF SE41ANT BY OTHERS SEALANT BY OTHERS SUBSTRATE BY OTHERS PER FRAME ANCHOR REQUIREMENTS TABLE' FRAME SCREWT- PER ELEVATION MAY BE PLACED AT THIN OR THICK SECTION OF SEAL SPACEFRAME) WITH LOW EXPANSION HINGE SCREW Jl FOAM AROUND PER ELEVATION PERIMETER OF DOOR FRAME 3/8- MAX, $HIM FRAME WIDTH AT EACH ANCHOR SECTION 4AN SCALE. 1/2 FULL \,2,/ RAM SCREW MOUNT SHOWN. F E SH DETAILS ON THIS SHEET FOR DIRECT mouh ETAILS. SEALANT BY OTHERS SUBSTRATE BY—,:... OTHERS PER FRAME ANCHOR REQUIREMENTS TABLE" NO. 8 X 3/4" SCREW SUBSTRATE BY— 2 PER CUP) OTHERS PER HINGE ORJ" FRAME ANCHOR STRIKE SC SEAL SPACE WITH REQUIREMENTS PER ELEVA LOW EXPANSION TABLE" FOAM AROUND PERIMETER OF CONTINUOUS WOOD - DOOR FRAME MEMBER LESS IN THICKNESS IRAN A 1p INSTALLATION CLIP 2X_ BUCK TO BE MIN. 3 1/2* DEEPSCREWPER FRAME ANCHOR NOT REQUIRED REQUIREMENTS z WHEN SHIM SPACE TABLE- (2 PER IS WITHIN ALLOWABLE CLIP ANGLED 15 DIMENSIONS SHOWN TO 20 DEGREES I IN SECTIONS). IF NECESSARY TO MEET EDGE I IN LATION CLIP DISTANCE MAX HINGE OR STRIKE SCREW SUBSTRATE BY 07HERS PER Z SUBSTRATE BY 'FRAME ANCHOR OTHERS.PER REQUIREMENTS FRAME ANCHOR TABLE" REQUIREMENTS S TABLE" INSTALLATION CUP SCREW PER FRAME SCREW 'FRAME ANCHORk3l'. PER ELEVATION REQUIREMENTS Q&Y BE TABLE- (2 PER PLACED AT THIN CLIP). ANGLE OR THICK SCREW 20-30' SECTION OF MEN INTO WOOD FRAME) SUBSTRATE. STRIKE SCREW HINGE ORII - EWPERELEVATIONSTRIKESCREW SHIM PER ELEVATION INSTAL.-U T . ION r BY OTHERS NO. 8 X 3/4' SCREW 2 PER CUP) AT EACH ANCHOR CUP - SEAL SPACE WITH LOW I - WX EXPANSION FOAM AROUND 4 ---- PERIMETER OF DOOR FRAME MOLD & JAMB EXTENSIONS ARE 3/8- MAX. --- FRAME WIDTHIBRICKNOTSHOWNBUTMAYBE.USED IN SHIM AT CLI P ADDITION TO- ANCHORS SHOWN. STANDARD INSTALLATION CLIP QUAIL HINGE SIDE SHOWN; LOCK SIDE IS INSTALLED THE SAME) FOR DErAJL NOT SHOWN SEE OTHER SECTIONSI T BY OTHERS FRAME SCREW PER ELEVATION (MAY BE PLACED AT THIN OR THICK SECTION OF FRAME) REQUIREMENTS) SHIM AT CL . Ip FRAME WIDTH — PER ELEVATION OPTIONAL DIRECT MOUNT DETAJ ALT RNATE DETAIL -To SUBSTRATE WITH SPACE HINGE SIDE SHOWN: LOCK SIDE IS INSTALLED THE SAME) (HINGE SIDE SHOWN; LOCK SIDE IS INSTALLED THE SAME) FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS) (FOR DETAIL NOT SHOWN. SEE OTHER SECTIONS) 6.187 TO 8.1877 0 0 0 0 0 0 0 0 0 0 ED 1.87! 0 0 , 0 0 0 1 BENT PORTION OF CLIP MAY HE SNIPPED UFF 0.052 IF REO'D FOR PLACEMENT TO DOOR FRAME. FRAME INSIALLAMON CLIP 50 KSI STEEL) cv) C; z F0 t5w C9 cl . — a z:s u13 CL IL m- v 76 :A I5_1 X 6.4 j4Lr All 0zA 1 19 M b=2i . 0 OF 2 11 Rorida Building Code Online Page I of Produci Approval USER: Public User Product Anproval Menu > Product or Application Sea FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email I Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory I Compliance Method Cehification Agency Validated By I > Application Lis > Application Detail FL12606-RI Revision 2007 Approved Pella Corporation 102 Main St. Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method k Date Submitted Date Validated Date Pending FBC Approval Date Approved Pella, IA 50219 641) 621-6096 pellaproductapproval@pelia.com Joseph Hayden jahayden@pella.com Joseph Hayden 102 Main Street Pella, IA 50219 641) 621-6096 jahayden@pella.com Ali Zarghami 102 Main St Pella, IA 50219 641) 621-1000 zarghamia@pella-com Exterior Doors Sliding Exterior Door Assemblies Certification Mark or Listing Window and Door Manufacturers Association Terrence E. Lunn, PE 7 Validation Checklist - Hardcopy Received Standard AAMA 101/I.S.2-97 AAMA/WDMA/CSA 101/I.S.2/A440-05 Method 1 Option A 12/14/2009 12/15/2009 12/20/2009 02/02/2010 Year 1997 2005 http://www.floridabuilding.org/pr/pr-app—dtl.aspx?param=wGEVXQwtDqtkfS%2fv%2fp... 1/19/201 Norida Building Code Online Page 2 of 2 Summary of Products FL # IModel, Number or Name IDescription 12606.1 jPella Impervia Sliding. Door 96" x 96" Sliding Door w/HP Panel Retainer Kit Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL12606 R1 C CAC-CCL for Pella 10-09-09 411-H-1039.pd Quality Assurance Contract Expiration DateApprovedforuseoutsideHVHZ: Yes Impact Resistant: No 02/27/2013 Design Pressure: +45/-45 Installation Instructions Other: Configurations of glass shall conform to current ASTM FL12606 R1 11 Pella Slidina Door Sealed Drawing 1658.pd Verified By: Warren W. Schaefer, P.E. 44135E1300standard. Created by Independent Third Party: Yes Evaluation Reports FL12606 R1 AE Pella Sliding Door Sealed Drawing 1658.1)d Created by Independent Third Party: Yes 12606.2 jPella Impervia Sliding Door 96" x 96" Sliding Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL12606 R1 C CAC CCL for Pella 10-09-09 411-H-1040.pd Quality Assurance Contract Expiration DateApprovedforuseoutsideHVHZ: Yes Impact Resistant: No 09/30/2013 Design Pressure: +35/-35 Installation Instructions Other: Configurations of glass shall conform to current ASTM FL12606 RI 11 Pella Sliding Door Sealed Drawino 1658j)d Verified By: Warren W. Schaefer, P.E. 44135E1300standard. Created by Independent Third Party: Yes Evaluation Reports FL12606 R1 AE Pella Sliding Door Sealed Drawing 1658.odf Created by Independent Third Party: Yes 12606.3 ----TPella Impervia Sliding Door 172" x 82" Sliding Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL12606 R1 C CAC CCL for Pella 10-09-09 411-1-1- 1042.od Quality Assurance Contract Expiration DateApprovedforuseoutsideHVHZ: Yes Impact Resistant: No 03/27/2013 Design Pressure: +45/-45 Installation Instructions Other: Configurations of glass shall conform to current ASTM FL12606 R1 II Pella Sliding Door Sealed Drawing 1658.1)dr E1300 standard. Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Eva uation Reports FL12606 RI AE Pella Sliding Door Sealed Drawing 1658,pd Created by Independent Third Party: Yes 12606.4 jPella Impervia Sliding Door 1172" x 82" Sliding Door w/HP Panel Retainer Kit 77777-7 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL12606 RI C CAC CCL for Pella 10-09-09 411-H-1041.pdf Quality Assurance Contract Expiration DateApprovedforuseoutsideHVHZ: Yes Impact Resistant: No 02/27/2013 Design Pressure: +50/-50 Installation Instructions Other: Configurations of glass shall conform to current ASTM FL12606 RI II Pella Sliding Door Sealed Drawing 1658.pdf Verified By: Warren W. Schaefer, P.E. 44135E1300standard. Created by Independent Third Party: Yes Evaluation Reports FL12606 R1 AE Pella Sliding Door Sealed Drawing 16SB.r)d Created by Independent Third Party: Yes F--N..tFBack Department of Community Affairs Florida Building Coda Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 850) 487-1824, Fax (B50) 414-8436 0 2000-2010 The State of Florida. All rights reserved. Privpcv Statement Copyright Statement I Accessibility Statement I Plug-in Software I Customer service Survey. Contact Us Product Approval Accepts: RM I-R-1;R IM http://www.floridabuilding.org/pr/pri-app—dtl.aspx?param=wGEVXQwtDqtkfS%2fv%2fp... 1/19/2011 GENEML NOTES 1. ALL FASTENERS SHM1 BE IN ACCORDANCE WITH THESE DRAWINGS. SPECIFIED ANCHOR EMBED TO ME MATERIAL SHALL DE BEYOND WALL TOM OR snicco. I OPENINGS. CLICKING & BUMG FASTENERS MUST BE PROPERLY DESIGNED & INSTALLED TO TRANSFER WIND LOADS TO ME STRUCTURE. 3. DOE NON-4MPACT RATED DOOR SMTEM INSTALLATIONS ARE IN ACCORDANCE WITH AND MEET TICE REQUIREMENTS OF THE FLORIDA BUILDING CODE (FBC). 4. ALL ANCHORS SECURING DOOR FRAME To PRESSURE TREATED BUCKS OR WOOD FRAMING SHALL BE CAPABLE OF RESISTING CORROSION CAUSED BY THE PRESSURE TREATING CHEMICALS IN THE WOOD. 5. MATERIALS, INCLUDING BUT NOT UMffEO TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR kUTMhLS SMALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE CHAPTER 20. S. TO THE BEST OF OUR KNOWLEDGE,.7HE DOORS SHOWN HEREIN ARE CERTIFIED & QUALITY ASSURED BY A FLORIDA STATE APPROVED CERnnCAnON/QA ENTITY & SHALL BE LABELED IN ACCORWICE WITH THE FOC AND THE 99-72 FLORIDA BI=ING COMMISSION SPECIFICATIONS ' DOOR ASSEMBLY IS NOT PART OF THIS DRAWING AND SHALL BE IN ACCOROVICE WITH THE MANUFACTURER'S QUALITY ASSURANCE SPECIFICAIMNS & TESTING RIEPOIM. 7. CERTIFICATION OF THESE DOOR INSTALLATIONS SHALL BE CONSWERE VOID IF ANY OF THE FOLLOWING APPLY. 1) THEY AREVOID INSTALLED "UT A BUM40 PERMIT FROM THE APPLICABLE LOCAL BUILDING DEPARTMENT. 2) IF THEY ARE INSTALLED BY ANYONE OTHER MAN A LICENSED CONTRACTOR DMENCED WITH DOOR INSTALLATIONS. 3) IF CHANCES HAVE OCCLIRED 70 THE PROOUCT`S CERTIFICATION EMM'S CERTIFICATE THAT CALISE THESE N%ALtxnoks To BE INCORRECT OR WCONSWENT WON WHAT HAS BEEN TESTED. S. THE LEAST DESIGN PRESSURE SPECIFIED EITHER IN THIS DRAWING OR IN THE PRODUCTS CERTIFICATION SMALL COMM FOR THE INSTALLED DOOR. S. THESE DRAWINGS CERTIFY THE DOOR INSTALLATION ONLY. WATER PROOFING OF THE INSTALLED DOORS IS NOT PART OF THIS INSTALLATION CERTIFICATION. THAT RESPONSIBILITY SPALL BE THAT OF THE MANUFACTLTER &IOR INSTALLER. FRAME I-UH MAX. I-KAMt VVILIJI-I bLL -1-1.10-LL STATE APPROVAL (N.T.E. 96-) AT\ Ali FASTENER-----' WITHIN 3' OFOPPOSUTE 59- 60 11\ CORNERS & C, cm, \,U 5"-7" MAX. O.C. SEE 'FRAME W Ldwl ANCHOR n z REQUIREMENTS 2_ TABLE" ON THIS S2 SHEET FOR x 0w REQUIREMENTS. SILL FRAME SCREWS 3 WHERE SHOWN). SEE "FRAME ANCHOR REQUIREMENTS TABLE' ON THIS SHEET FOR REQUIREMENTS. SET SILL IN A-/ 4-- 44+ 4:- BED OF STRUCTURAL EXTERIOR ELEVATION6 SINGLE DOOR ADHESIVE PER SCALE: 1/2" = V-O" SEC11ON Al/2 NAIL FIN MOUNT CONDITION) REQUIREMENTS TABLE I OPENING TYPE SUBSTRATE) FRAME TO OPENING FASTENER TYPE MINIMUMEMBED MINIMUMJEDGEDIST. TESTED MIN. 2XIS WOOD FRAME OR BUCK MIN. GR. 3 & G=0.55) NO. 10 SMIS OR WOOD SCREW 1 1/4' 3/4- MIN. 18 GA. 33 KSI METAL STUD NO. 10 GR. 5 SELF TAP/DRILL SC FULL 1/2- MIN. I/i" THK A36 STEEL NO. 10 GR. 5 SELF TAP/DRlLL SCREW FULL 1/2- MIN. 1/8" THK 6063-T5 ALUM. NO. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" C-90 CMU/25GO PSI CONC_L 1) 1/4- CONCRErE SCREW 11 1/4-- 1 2- 2) NAILING FIN FASTENERS MIN. 294 WOOD FRAME OR BUCK MIN. OR. 3 & G=0.55) NO. 8 X 1 1/2* SMS 1 3/8- 1/2- MIN. 2X4 WOOD FRAME OR BUCK MIN. GR. 3 & G=0.55) 1 1/2- X I I GA. ROonNG NAIL 1 3/8- 1/2- MIN. 1/8" THK A36 STEEL NO. 8 GR. 5 SELF TAP/DRILL SCREW FULL 1/2- MIN. 1/8" THK 6063-T5 ALUM. NO. 8 GR. 5 SELF TAP/DRILL SCREW FULL 1/2- 1) CONCRETE SCREWS SHALL BE ELCO ULTRACONS, ITW RAMSIET/RED HEAD TAPCONS. HILTI KWIK-CONI 11 OR POWERS RAWL TAPPER (HARDENED STEEL OR S.S.). 2) WHEN SCREWS ARE USED WITH THE NAIL FIN, THEY MUST BE A WAFFLE HEAD SCREW OR HAVE A FLAT WASHER AT THE SCREW HEAD. 3) 11AME SCREWS MUST BE A PAN OR HEX HEAD SCREW. V FUK MAX. KAML VVIUIH bLt APPUWWLL STATE APPROVAL (N.T.E. 96, 6" MAX. EQUAL SPACING 6" W 4- 4- HEAD FRA E SCREWS. -TOTAL F 6 FIELD DRILL PLACE 2 WHEN DOOR FRAME ADDITIONALWIDTHISGREATER THEN 72"; 4 WHEN ANCHORS EACH SIDE 48 2 FRAME WIDTH IS'72" OF DOOR j w OR LESS. SEE WHERE FRAME ANCHOR SHOWN d REQUIREMENTS r TABLE" ON THIS SHEEr FOR ro0: REQUIREMENTS. SIDE FRAME SCREWS WHERE bj R SHOWN. SEE FRAME ANCHOR SILL FRAME SCREWS REQUIREMENTS 3 WHERE SHOWN). TABLE" ON THIS kf SEE 'FRAME ANCHOR SHEET FOR REQUIREMENTS TABLE" REQUIREMENTS. ON THIS SHEEr FOR REQUIREMENTS. _1110/ ALLOWA13LE DESIGN PRESSURE FOR ALLOWABLE PRESSURE VS. SIZE, SEEIAPPLICABLESTATEAPPROVAL. IRMO" 4" 4- 444+ MAX. EXTERIOR ELEVATION: THOROUGHLY CLEAN SILL & SINGLE DOOR SET THRESHOLD SCALE: 1/2" = l'-O' IN A BED OF STRUCTURAL FRAME SCREW M OUNT CONDITION) ADHCSIVE/SE&I.MT PER SECTION Al/2 INSTALLATION EVALUAVON IS BASED ON APPLICABLE ANCHOR STANDARDS AND/Olt INFORMATION & RESULTS FROM APPLICABLE TEST REPORTS . THE FLORIDA WILDING CODE VERSION CONSIDERED WITH THE EVALUATION WAS TI LAT IN FORCE AT THE TIM OF THE EVALUATION. IN THE EMU OF CODE VERSION CHANGESAIPDATES OR IN THE EVENT THAT NEW OR ADDITIONAL TESTING IS COMPLETED ON 714E REFERENCED PRODUCT. PRIOR TO STATING CODE COMPLIANCE WITH THE STATE, THE MANUFACTURER SHALL CONFIRM WITH THE INST&LATION EVALUATION ENGINEER OF RECORD THAT THE INSTALLATIONS SPECIFIED HERE -IN ARE CURRENT WITH THE THEN CURRENT TESTING.. CODE AND APPLICABLE STANDARDS. ALTERNATE ANCHOR/SUBSTRATE EVALUATION NOTE: ALL ALTERNATE ANCHORS IN THEIR SPECIFIED SUBSTRATES HAVE BEEN ANALYZED IN ACCORDANCE WITH THEIR APPLICABLE STANDARD(S) AND ARE FO]UNO TO BE EQUIVALENT TO OR STRONGER THAN THE ANCHOR(S) USED IN TESTING WITH THIS PRODUCT. Ix z0z c:l z ru- o Lu ,- o 0 PS07 8 a. C.9z zF-1 Hcnz 0010 4 SHEET NO. 1- - 2 T-r SEALANT BY OTHERS FIN FASTr" BEHIND NAIL FIN NPER ELL' STUCCO OR S EATHINGH 0VER A TO-c E NAIL FIN C WNASSHO BY OTHERS SUBSTRATE'BY OTHERS PER "FRAME ANCHOR FRAME SCREW - SUBSTRATE BY OTHERS REQUIREMENTS TABLE" PER ELEVATION PER 'FRAME ANCHOR EMENTS TABLE" EOUIR 1/4" MAX. 1/4 MAX. SHIM ATSPAC EACH ANCHOR V4 S LANT BY -'ITOTHERSI SFikL SPACE WITH EXPANDABLE FOAM AROUND PERIMETER OF DOOR XT E -1 OR FRAME THOROUGHLY CLEAN SILL & SET THRESHOLD IN A CONTINUOUS BED OF STRUCTURAL OPTIONAL LOCATION ADHESIVE (PL R SILL SCREWS POLYURETHANE PREMIUM CONSTRUCTION ADHESIVE OR EQUAL) - SEALANT BY OTHER S SECTI'ON S LL SCREW 1/4" MAX. PER ELEVATION SHIMiVWl OT SSUBSITMTRZATEBYHERS PER -FRAME ANCHOR SCALE- 1/2 FULL 2) REQUIREMENTS TABLE" 0.060 1.400 1 -1 1 t-- 0.470 RIGID EVC SUDE-IN NAIL FIN FRAME WIDTH 3/8" MAX. SPACE SUBSTRATE'BY SEAL SPACE WITH OTHERS PER EXPANDABLE FOAM FRAME AROUND PERIMETER ANCHOR OF DOOR FRAME REQUIREMENTS I SEAL SPACE WITH E EXPANDABLE FOAM S2 AROUND PERIMETER OF DOOR FRAME Ld 9 c SECTION SCALE: 1/2 FULL \,V HEAD ONLY SHOWN. FOR SILL SECTION SEE SECTION Al/2.) FRAME WIDTH --- -- 3/8" MAX. SHIM AT EACH ANCHOR TABLE" FIN FASTENER PER ELEVATION SEALANT BY OTHERS BEHIND NAIL FIN STUCCO OR SEALANT BY SHEATHING TO OTHERS COVER NAIL FIN AS SHOWN SECTION SCALE: 1/2 FULL \,V CONTINUOUS WOOD MEMBER LESS IN THICKNESS THAN A 2X- BUCK TO BE MIN. 5 1/2" DEEP (NOT SUBSTRATE BY OTHERS REQUIRED WHEN SHIM SPACE IS PER "FRAME ANCHOR WITHIN ALLOWABLE DIMENSIONS REQUIREMENTS TABLE" SHOWN IN, SECTIONS). SEAL SPACE WITH FRAME SCREW EXPANDABLE FOAM PER ELEVATION AROUND PERIMETER OF DOOR FRAME SEALANWT BY OTHERS FRAME SCREW PER ELEVATIONS & 'FRA_ME ANCHOR REQUIREMENTS TABLE" SUBSTRATE 13Y OTHERS PER FRAME ANCHOR REQUIREMENTS TABLE" SEALANT BY OTHERS SECTION SCALE: 1/2 FULL OOTIONAL DIRECT MOUNT DETAIL TO SUBSTRATE WITH SPACER HEAD SECTION SHOWN. SIDES ARE INSTALLED THE SAME) 01-n -9 T ow Z:5 CL RIPaLMJ z z T IF_= T NO. oF 2 I fill Is lie U 1111I.K4 III at of H Hill 10 [a tit 11 fie 11141111111111 Permit Number ParcelIDNumber, )d 106 Pana Vgindows & 00" 350 State Road 434'ftst Longwood, FL 32750 4n7-P'*;` -"-,,R 407-339-77A2faX NOTICE OF COMMENCEMENT State of Flo Ka county of r"%Cn, ke—, MARYANNE MRSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 07556 Pg 0845; (Ipg) CLERK"S 4 2011039174 RECORDED 04/14/Nil 07i57i5G AN RECORDING FEES 10.00 RECORDO BY J Eckenroth(all) The undersigned hereby gives notice that the 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. 1. Description of property (legal description of the property, and street address if available) Address 157 LONDON FOG WAY SANFORD 32771 Legal Description LOT4 MAYFAIR OAKS PB 50 PGS 38THRU 41 2. General description of improvement(s) DOOR REPLACEMENT 3. Owner Information Name ELIZABETH A DEES Phone & Fax Number 407-474-3541 Address 157 LONDON FOG WAY SANFORD 32771 Interest in Property OWNER 4. Fee Simple Title Holder (if other than owner shown above) Name N/A A,4d,.- Contractor Name PELLA WINDOWS& DOOR$ A"- 350 W SR 434 LONGWOOD, FL 32750 6. Surety (if any) NameNIA 7. Lender (if any) NameN/A AddresSN/A Phone & Fax Number Phone & Fax Number 407-831-06001407-339-7742 Phone & Fax Number Phone & Fax Number. GLKWILIJ Wel 8. Persons with the State of Florida designated by Owner upon who notices or other documents n,4 be I.rved as provided by 713.13(l) (a) 7, Florida Statutes. k?R 14 Name Phone & Fax Number Address 9. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in 713.13(l) (b), Florida Statutes. Name Phone & Fax Number Address 10. Expiration 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 1, 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 BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. 11. ELIZABETH A DEES Signature of &hers or Owners Authorized Officer/Director/Partner/Manager Print Name Sworn to (or affirmed) and subscribed before me this 16TH day of MARCH 2011 by ELIZABETH A DEES as OWNER (type of authority, e.g. officer, trustee, attorney in fact) for SELF (name of party on behalf of whom instrument was executed. —personally known to me or X produced FL DL as identification. PQ Signatory of Notary NICOLE FANTOZZI Name (print) I-ANTOZZI i ION 'A.c DID 995123Seal) EXP;rES M?v 24, 2014 AND-- Verification pursuant to Section 92.525, Florida Statutes. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated are true to the best of my knowledge and belief. a" Signatory o_Qptural Person Signing (in line #11) Above