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Home My WebLink About105 Maplewood DrD A t CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: *44 Documented Construction Value: $ 1 5i(O'GO Job Address:105 Mal iw)ocd on A - 65_ o , -Historic District: Yes No Parcel ID: 33- ICI -ISO -SEM- 08W - 0030 Zoning: Description of Work: Iacin i ( 11r1 ipac+-wtoduo2 in to c6m, etzek)r Plan Review Contact Person: bOACd yn V Ie o__ p Title: Q `' CLO Phone: $3 %y i- %5 Fax: %>33-221 O E-mail: 16 Property Owner Information Name (,laUa(1Ly1'7 T Qx1LL Phone: LI09)'A'A(Q-5LA(01 Street: IC6 mule,w co rl l Resident of property? : ( City, State Zip: SW_-%. - FL 32; Contractor Information Name I<10 olu Sze)KUes Street: City, State Zip: TO 0Q , FL 33%N Name Street: City, St, Zip: Bonding Company: Address: Building Permit Square Footage: No. of Dwelling Units: Electrical New Service - No. of AMPS: Phone: s • e State License No.: 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 New Construction - No. of Fixtures. - Fire Sprinkler/Alarm No. of heads: Shall be inscribed with the date of application and the code in effect as of that date (Code 2010 FBC) 731.135(5)(6) Florida Statutes. REV 07.14 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. 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 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: UTILITIES: ENGINEERING: COMMENTS: FIRE: I a -1/__11 / Z-22- 1 -+- Signa of Contra ent Date D na in V10-ra- Print Contractor/Agent's 7jarne Signature of Notary -State of Fio?[Ta Date 1 W. MOREEMI SZEKERES 01, ^ • Laic h,y COMMISSION # FF 958126 EXPIRES: February 7, 2020 pt Ber.eiThru t:otry Public Ur:de^;rte s Cori'ractor/Agent is j2L Per.$onal,ly t e or Prodilb, ID WASTE WATER: BUILDING: SF t "g _1 B Shall be inscribed with the date of application and the code in effect as of that date (Code 2010 Fl3C) 731.135(5)(6) Florida Statutes. REV 07.14 REQUIRED INSPECTIONON SEQUENCE' Bpg- , -7 — ZA r, Sr Min Max Inspection J(Descri fioffi Footer / Setback . Stemwall Foundation / Form Board. Survey Slab % Mono Slab Pre our Lintel / Tie Beam / Fill / Down Cell Sheathing— Walls - Sheathing — Roof Roof Dry In Frame Insulation Rough In Firewal . Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Roof Final Stucco / Siding Insulation Final Final Utility Building 00-0 Final Door c9 rXJ Final Window - Final Screen.Room Final. Pool Screen Enclosure Mobile Home Building Final. Pre -Demo Final Demo Final Single Family-Residence Final. Building. (Other) A dresq: ire c MIln T max Inspection ](Descri[Dition Electric. Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final _ o',kw.... Min l1 ko. . nl•w..'ih,' MILE_- Max Inspection 1fDesclri2ttion Plumbing Underground Plumbing Sewer Plumbing 'Tub Set Plumbing Final Min Max: nsec tion Description Mechanical Rough Mechanical. Final. ICns ec>ta®n. )[Descr! anon Gas Underground Min Max Gas Rough Gas Final REVISED: June 2014 12/20/2017 Gmail - Re: Karoly Windows and Doors CONTRACT for Windows and Doors- Impact -Including Permit Fee -REVISED M Gmail Karoly LLC <karolyllc@gmail.com> Re: Karoly Windows and Doors CONTRACT for Windows and Doors- Impact -Including Permit Fee - REVISED 1 message Wainwright Babb <wain.babb@gmail.com> Thu, Nov 2, 2017 at 6:14 PM To: Karoly LLC <karolyllc@gmail.com> Hello, We are ready to move forward and do accept the proposal. Please see requested information below and credit card authorization form attached. Homeowners Legal Names: Mylena P. Babb Wainwright G. Babb Thank you, Wainwright Babb 407-446-5461 On Wed, Nov 1, 2017 at 5:39 PM, Karoly LLC <karolyllc@gmail.com> wrote: Once you are ready to move forward just reply to this email contract by stating your acceptance (including your legal name). Contract between Wainwright Babb (407-446-5461) 105 Maplewood Drive Sanford, FL 32771 and Karoly Windows and Doors All AGREEMENTS between the Contractor and Homeowner must be stated on this document to be binding. Verbal agreements are not considered binding and will not be considered part of this quotation. The total cost of your (11) windows, (1) Half view BHI prehung single door and (1) Full view enclosed blinds BHI prehung single door is $15,650 25% Angie's List discount included) including permit fee** and installation. Custom work for bay window included. Price includes all labor & material including removal of old products and haul them away.* All installed products include 25 year Craftsmanship Warranty. Simonton products include Lifetime Craftsmanship Warranty. Superior Installation: Prior to trimming, closed cell foam injections are to be used between frame and wall (on available models). Siroflex sealant (50 year warrantied, paintable) will be applied from exterior trim to wall. All exterior trim material will be fiberglass or vinyl. The details of this quote are attached. Click here for Manufacture brochure and Warranties. Window Specifications: Impact, (11) Simonton StormBreaker Plus Low E glass, Argon gas fill, WHITE, vinyl, half screen,bathroom windows have obscured glss, no grids FL8924-R15. Pre -Hung Door Specifications: BHI pre -hung doors are manufactured with PlastPro doors and ODL glass inserts, Composite Frame, Stainless Steel Hinges, Double bore. Customer to provide hardware (handle and deadbolt). Double bore is standard on active panel, need to be specified if bore needed on passive panel. Pictures showing may not correctly represent your order if they appear stained or painted. Primed (white), smooth finish fiberglass door: Impact (1) single Style: Half view Location: Garage Code: 684CL Impact (1) single Style: Full view with enclosed blinds Location: Back Code: 686RLB Payment Schedule as Follows: You can make your payment by credit, or debit card (see attached CCAF) or check payable to Karoly Windows & Doors. 50% Due upon accepting this contract, - $7,825 50% Due in 11 months; a 5% discount is available if paid in full at completion of installation. We now offer financing through AMS Financial! Get approved in seconds! *** Click Herel https:Hmail.google.com/mail/u/0/?ui=2&ik=df3f977220&jsver=1 QCYKm IiAi4.en.&view=pt&cat=02%20Accepted%20Contracts&search=cat&th=15f7ecc... 1 /3 12/20/2017 Gmail - Re: Karoly Windows and Doors CONTRACT for Windows and Doors- Impact -Including Permit Fee -REVISED I Lower Rates Fast. Easy, Paperless Process Secure and Confidential More Programs Means More Choices Loans and Credit Cards For All Credit Grades Ask for references!-- Click here for pictures of completed jobs. Contract created by Danalyn 813/644-6523 office Please contact me with any questions regards to this quote or changes that need to be made, payments, schedule, acceptance of this contract. Feel free to call if you need me to walk through the understanding of this contract or explaining details of the products. Best Regards, Karoly Szekeres Owner -Contractor Cell Phone: (813)767-8147 624 o KAIR(LYL--1 WINDOWS & DOORS 6412 Hanley Road Tampa, FL 33634 Office Number: (813)644-6523 Fax Number: (813)667-7155 http://www.flwindowreplacement.com/ Review Karoly Windows & Doors on Angie's List Basic labor includes removal and haul away of the old windows and doors, installation of the new windows and doors under the 2014 Building Codes. We cover an area of 2' around the windows/doors and clean up before we leave the site. Airborne dust is normal during installation. Cracks on the wall or window sill may occur (due to there being large hollow areas behind drywall or under window sill) during installation and will be fixed at no extra charge. Painting of any kind is not part of installation. We will need to access T around windows for installation. Please let us know beforehand so we may help you move fumiture. If necessary, inform your alarm company that wires at the unit(s) to be replaced will be disconnected and left ready to be reconnected at the completion of installation. Our company will not be held liable for the alarm system. Lockset installation is included when purchasing pre -hung doors (customer must supply lockset), insertion of door plugs around glass insert is not included. Discounts may not be combined. Homeowner must notify contractor if Homeowner or Condo association approval is required. These associations might have restrictions on color, material, design, grids what they specify in their guide lines. Homeowner understands they are fully responsible for purchasing products and services described in this contract. Contractor is responsible to install products that properly fit openings. Customer is purchasing products that is written in this contract (number of windows and doors, product style, grid patterns and style, color, screen included or not, possible obscure glass). Every detail needs to be noted in the contract or its attachments. If there are any differences between this contract and its attachments then we will consider the details of the attachments to be binding. Let us know if we need to walk you through the attachment details. Make sure to contact your insurance and energy company regarding any rebate program they offer PRIOR to having any new windows or doors installed, as they may have specific guidelines which must be met prior and/or following installation. Karoly Windows & Doors takes no part in any insurance or energy rebate program and will not be held liable for customers receiving and/or being denied a rebate. Our main service area is Tampabay area and Central Florida (Hillsborough County, Pinellas County, Pasco County, Broward County, Brevard County, Polk County, Orange County, Seminole County etc). Outside of our main service area Permitting will be done by our partner company Robert J. Rogers General Contractors Inc.. When permit fee exceeds $250 Homeowner agrees to pay the difference between actual permit fee and $250 https://mail.google.com/mail/u/0/?ui=2&ik=df3f977220&jsver=1 QCYKmliAi4.en.&view=pt&cat=02%20Accepted%20Contracts&search=cat&th=15f7ecc... 2/3 LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: A2b 11 I hereby name and appoint: DO noA V n \llgnp— C. q n-hi') A. Lee, an agent of. of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): The specific permit and application for work located at: 105 mouole.woOCL Df ve, 8W)POA, 'FL 32 Street Address) Expiration Date for This Limited Power of Attorney: I2 2,01 License Holder Name: i)q,rOlU 57+K4r-e.S State License Number: GPl3R'lq Signature of License Holder: / zh STATE OF FLORIDA COUNTY OF 44ij[Sb0'r0Lkgh The foregoing instrument was acknowledged before me this 2-0 day of DeC?MW 200_ Lq_, by Yal`Ojy 5zelCe(W_S who is j/personally known to me or who has produced identification and who did did not) take an oath. MOREEMI SGEKERES N ' CNIMISSICN # FF 958126 EXPIRES: February 7, 2020 q. Rev. 08.12) Signature iYlopg_ M) 6VU-3 Print or type name Notary Public - State of 9ond o., Commission No. fF C15g12J,0My Commission Expires: Febr L11 -7,Z020 as I aant ric hfi l bb 1p5 I Ylaplewood Di. av-),Cb rcL, FL 321`1I 3 x3 3I, 35 n 5,/2 xo 65/8 513/y x 37 tiro D l i 2qg x 2q%2 DN oI i Rt+j oS f q0'/N X 5!; St_ J ING rnDfl RECORD COPY xag3/q 3 Is-, S2 _v+I® sIS Sx3(o3 D tt FOR CODE COMPLIANCE lu'- PLANS EXAMINER t-%--1% DATE A PERMIT I LICENSE TO I UED SHALL BE CONSTRUED TO BE A ROCEED WITH THE WORK AND NOT ASAUTHORIT ASIDE ANY 0 TO VIOLATE, CANCEL, ALTER OR SET CODES, NORALLTHE PROVISIONS OF THE TECHNICALHISSUANCEOFAPERMITPREVENTTHEBUIL REQUIRING ING OFFICIAL FROM THEREAFTER CORRECTION OF ERRORS IN PLANS, CONSTRU ION OR VIOLATIONS OF THIS CODE d'-006 Size. r City of Sanford Building and Fire Prevention Product Approval Specification Form Permit # Project Location Address 105 Wxnb oAA)OM bt-'We- 2 6, EL 321%1 As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 1. Exterior Doors Swinging SS I"11 Sliding Sectional Roll U Automatic Other 2. Windows Single Hun Horizontal Slider Casement Double Hun t pip M L-i 19 1 Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # including decimal) 3. Panel Walls Siding Soffits Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles Underla ments Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 2014 Category/Subcategory Manufacturer Product Description Florida Approval # include decimal) 5. Shutters Accordion Bahama Colonial Roll up Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 9/19/201 t Florida Building Code Online k BCIS Home Log In User Registration y Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search 0i .I used ucttrApprovalcUser A rr-'l Mori: > Product or Application Search > Application List > Application Detail oI W 0 I FL # :FL10160-R13 Application Type Code Version 20114 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Si WindowsAddress/Phone/Email Columbus, OH 43219 614)532-3596 luanne.harris@simonton.com Authorized Signature Luanne Harris luanne.harris@simonton.com Technical Representative Luanne Harris Address/Phone/Email 3948 Townsfair Way Suite 200 Columbus, OH 43219 614) 532-3596 luanne.harris@simonton.com Quality Assurance Representative AAMA Address/Phone/Email 1827 Walden Office Square Suite 550 Schaumburg, IL 60173 847) 303-5664 webmaster@aamanet.org Category Windows Subcategory Horizontal Slider Compliance Method Certification Mark or Listing 5F)F 3-I,je Slide, x bU-jCY, Certification Agency American Architectural Manufacturers Association Validated By American Architectural Manufacturers Association Referenced Standard and Year (of Standard) Standard Year AAMA 506 2011 AAMA/WDMA/CSA 101/I.S.2/A440 2005 AAMA/WDMA/CSA 101/I.S.2/A440 2008 ASTM E 1886 2005 ASTM E 1996 2009 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL10160 R13 Eauiv FL10160 506 Eouivalencv.pdf FL10160 R13 Eauiv SimEx-PVC-Eauivalencv.pdf http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquracBeVCbdMTD°/p2fjXRAfglwRFEzVyBReVsQR%2bXMMS7%2fjQ%3d%3d 1/3 i 9/19/2017 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option A 08/11/2017 09/06/2017 09/11/2017 Model, Number or NameDescription fF 1 07-09 and 07 10 StormBreaker Plus 300VL, 8000 Series, PerfeXion Coastal, Grand Estates Coastal Impact Vinyl 3-Cite End Vent Slider Retrofit Installation) Limits of Use i Certification Agency Certificate FL10i60 P13 C CAC 07-09 07720 EV Impact 113x63 R PG50ApprovedforuseinHVHZ• No Approved for use outside HVHZ: Yes Ecual.Ddf R PG50FL' 0' 60 R13 C CAC 07-09 07-20 EV Imoact 113x63ImpactResistant: Yes Design Pressure: +50/-50 OH .odf FL10160 R13 C CAC ACP-05 SIM 07-09-10-20 and 08-09Other: 113x63 -Missile Impact rating: D 10 -20 frame.pdf Quality Assurance Contract Expiration Date 10/10/2021 Installation Instructions Fi 10160 R13 TI IN0586 07-09 07-10 EV 1X.odf FL10160 R13 IT IN0587 SP 07-09 07-10 EV 2X.Ddf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: I Evaluation Reports FL10160 R13 AE Eva IRepo rt-IN0586.Ddf Created by Independent Third Party: Yes r10160. 2 07-09, 07-10 and 07-20 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50/-50 Other: 73x62 - Missile Impact rating: E 10160. 3 07-20 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50/-50 Other: 113x63 - Missile Impact rating: D StormBreaker Plus 300VL, 8000 Series, PerfeXion Coastal, Grand Estates Coastal Impact Vinyl 2-Lite Slider (Retrofit Installation) Certification Agency Certificate F1 1-0 160 R13 C CAC 07-09 07-20 HS Impact 73x62 R PG50 annealed.odf FL10160 R13 C CAC ACP-05 SIM 07-09-10-20 and 08-09 1 0 - 20 fraame. odf FL10160 R13 C CAC SIM 07-09 HS Imoact 73x62 tempered Dlus 5.pdf Quality Assurance Contract Expiration. Date 04/20/2020 Installation Instructions FL10160 R13 II IN0365-R8 07-09 07-10 07-20 SL.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL10160 R13 AE FvalReport-IN0365-R8.odf Created by Independent Third Party: Yes; StormBreaker Plus 300VL, 8000 Series, Perfexion Coastal, Grand Estates Coastal Impact Vinyl 3-Lite, End Vent Slider Nailing Fin Installation) Certification Agency Certificate FL10160 R13 C CAC 07-09 07-20 EV Imoact 113x63 R PG50 laual.Ddf FL10160 R13 C CAC 07-09 07-20 EV Impact 113x63 R PGSO HQ O.Ddf FL10160R13C CAC ACP-05 SIM 07-09-10-20 and 08-09 10 -20 frame. pdf Quality Assurance Contract Expiration Date 10/10/2021 Installation Instructions FL10160 R13 II iN0588 07-20 EV 2X.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 10160.4 07- 20 StormBreaker Plus 300VL, 8000 Series, PerfeXion Coastal, http://www.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquracBeVCbdMTD%2fjXRAfgIwRFEzVyBReVsQR%2bXMMS7%2fjQ%3d%3d 2/3 MODEL DESIGNATION: Simonton Horizontal EndVent Series 07-09 / 07-10 / 07-20 Vinyl Impact Window MAXIMUM OVERALL NOMINAL SIZE: Single up to 11W x 63" DESIGN PRESSURE RATING: Positive: 50.0 PSF Negative: 50.0 PSF USABLE CONFIGURATIONS: XOX(Quarter / Half/ Quarter) GENERAL DESCRIPTION: The head, sill, and side Jambs are extruded PVC. The wall thickness through which the anchor screw penetrates is a minimum of 0.070'. INTERIOR 6" N U(00.i h yr10RF:'41yrpC•, 2/1/2017 LUCAS A. TURNER, P.E. J; i1 : Lucas Turner N. 58201 FL PE # 58201 2017-02-01 ` * ;• * : a _ TURNER ENGINEERING & 14:19+19:00 %'j ; a. CONSULTING, INC. COA # 29779) 9'•, S'Vt1'F. OF ,'W4U O(`S,• 1239 JABARA AVE. U R l ; NCT : NORTH { 94PORT, FL 1 4288 REVISIONS: QUALIFIED FRAME TYPES: 07- 09 FRAME EQUAL LEG FOR ANCHORAGE SEE SHEET 31 VI 3 w 1 i T U w I 07- 10 FRAME WITH INTEGRAL MASONRY FLANGE (ANCHORAGE SIMILAR TO 07-09 SEE SHEET 3) o 4A L J L 07- 20 FRAME WITH INTEGRAL NAILING FIN r r REMOVED) & J-CHANNEL (ANCHORAGE LJ ^ LIJ LIJ LJ SIMILAR TO 07-09 SEE SHEET 3) r-- y INSTALLATION HOLE PRE -DRILLED L— J BY MANUFACTURER DISCLOSURE STATEMENT This document Is She propndy of Simonton WI Mora, Woo, retails all paplalaq ail othar riehl. to its ..hied matter. This docamoni is pano isd to the reciPana on the e.pnessad candid -that it is not to bo dfsdased, rape do arlllwhala ar pen, nor used In daelpMean with the daslgn, menofedwe as repair of goods fa anyoneolherlhon Slmonion Wirdo ,s dhoutitsmnsenL Th'srestdcdondocs nal. R the redpianl's rights to Wieza Information contained In ass document whch is property obtained Pram eI.1h.,..0 SIM0N TON' e Olmanslonnl Tolerances w a h, DRAWN eY:IN Unless Othawisa SOadf ad I Coab=c Aviceuc T. O.DyLmH CI IECKE00Y Pcnnsbmo, WV 26415 Declmhs An01os SCALE: SHEET: APPRVD BY: 2. 00 FIT 1of4 SERIES: x a. 01 0' 30 min. xxxxx3.005 07.ea 107- Sol ar-20 IMPACT 14ORIZONTAL ENDVENT 1x DUCK DATE: Rffm o0i(o.1 MODEL DESIGNATION: Simonton Horizontal EndVent Series 07-09l07-10107-20 Vinyl impact Window MAXIMUM OVERALL NOMINAL SIZE: Single up to 113" x 63" DESIGN PRESSURE RATING: Positive: 50.0 PSF Negative: 50. 0 PSF USABLE CONFIGURATIONS: XOX (Equal Liles) GENERAL DESCRIPTION: The head, sill, and side Jambs are extruded PVC. The wall thickness through which the anchor screw penetrates is a minimum of 0.070". 6° h r— INSTALLATION HOLE PRE-DRILLED f BY MANUFACTURER INTERIOR YCf 2 1 2017 LUCAS A TURNER, P.E. No 58201 FL PE # 58201 TURNER ENGINEERING & CONSULTING, INC. 9t ;iTAI' E OP 1 w COA # 29779) F'• 1239 JAUARA AVE. U FI t'P•rT NORTH PORT, FL 34288 PH. 941- 380-1574 DISCLOSURE STATEMENT rNs document is the prop,dy-of Simonton WlMows, which retains all pmp4ela,y and other rphls to its subf.6 mailer. This decumant is p.,i&d to 1he,eciff-1 on the expressed wndiGon that it Ia net to be disclosed, repoduosd in whole o, part, nor used in cseluzllen with It,. dasBa, manufacture or raper of floods for anyone other then Stmorean Windows without its consent. This resldclion does not frall Iha ,eci*W, dghta Io Wdio, Iafemwion contained In 04, document whkh is p,operN N.i-d from another source. REVISIONS:=REVIIED QUALIFIED FRAME TYPES: 07- 09 FRAME EQUAL LEG FOR ANCHORAGE SEE SHEET 3) J 07- 10 FRAME WITH INTEGRAL MASONRY FLANGE( ANCHORAGE SIMILAR TO 07-09, SEE SHEET 3 A/ 07- 20 FRAME WITH INTEGRAL NAILING FIN REMOVED) & J- CHANNEL (ANCHORAGE SIMILAR TO 07-09 SEE SHEET 3) SIMONTON' B IN' Dimensional Tolerances00 1 DRAWN 6Y: UNess Olhenstse SDeclned I Coellrutc Avcnuc T.D. OJLMH CHECKED BY: Pcnnslwru, WV 26,115 Detlmels An01os SCALE: SIIEET: APPRV'D BY: X1.03 PIT 2of4 XX t. 01 a' 30 min. XXX 3. 0135 SERIES: 07- W107.In 107-201MPACT HORIZONTAL ENDVENT 1X BUCK MIN. EDGE DIST., SEE TABLE 1, SHEET 4 INSTALLATION FASTENER THROUGH L-BRACKET, SEE TABLE 1, SHEET 4 SUBSTRATE BY OTHERS SILICONE CAULK SEE NOTES 16 & 17 SEALING WASHER — 1/4" MAX. SFIIM SILICONE CAULK SEE NOTES 16 & 17 — SUBSTRATE BY OTHERS 1 MIN, EDGE DIST., SEE TABLE 1. SHEET4 INSTALLATION FASTENER. SEE TABLE 1, SHEET4 t HEAD MIN. EMBED., XIA SEE TABLE 1, SHEET 4 SILICONE CAULK EE NOTES 16 & 17 1/4" MAX. SHIM INTERIOR @ SILL 1 INTERIOR SILICONE CAULK IN INSTALLATION HOLE SILICONE CAULK SEE NOTES 16 & 17 vt" No 59201 •:' 9 • STATE. OI :•/` NAV MIN. EMBED., SEE TABLE 1, SHEET4 SUBSTRATE BY OTHERS SILICONE CAULK SEE NOTES 16 8 17 INSTALLATION FASTENER SEE TABLE 1, SHEET4 MIN. EMBED., TABLE 1, SHEET 4 INSTALLATION FASTENER SEE TABLE 1, SHEET4 MIN. EDGE DIST., SEE TABLE 1, SHEET4 3 JAMB 1 1/4" MAX, SHIM 11 INTERIOR SILICONE CAULK SEE NOTES 16 & 17 DISCLOSURE STATEMENT rNs document Is the propedy of Simonton Windows, which mleins all 0.00 ary 1W 00rar rights to its subject nuAte . This dec—unt ro provided in the redo— on Up e>rpressod condition Mel it is nel. be d',scbsal. mpmducad in wlwlu orpad. nor used In cnn7uncgon wAh the design, man Zere or repair al goods Tor anyone olhor than Simon ton Windows rAihout its mnw,L nK n SWUon does noI jim01he reclpleul'. dgMs Ip utiiz. W.—We contained in Ibis documonl whichis propmty obieinad Be. a 11-soumz. y. REV. REVISIONS: REVISED BY: DATE: 2/1/2017 LUCAS A. TURNER, P.E. FL PE # 58201 TURNER ENGINEERING & CONSULTING, INC. COA # 29779) 1239 JABARA AVE, NORTH PORT, FL 34288 - PH. 941-380-1574 XOX - Quarter / Half / Quarter EXTERIOV—(PECORA896-HIS) PERED SPACE 118" ANNEALED 0.090- PVB (SOLUTIA) ANNEALED 0.500" GLAG COMPOUND BITE INTERIOR 1"INSULATED TEMPERED IMPACT RESISTANT GLASS WITH 0.090" PVB INTERLAYER XOX - Equal EXTERIOR 1/8" ANNEALED or TEMPERED AIR SPACE II(II 118" ANNEALED 0.090" PV6 (SOLUTIA) 1 /8" ANNEALED 0.500" GLASS GLAZING COMPOUND SITE ( PECORA 896-HIS) INTERIOR 1" INSULATED TEMPERED/ANNEALED IMPACT RESISTANT GLASS WITH 0.090" PVB INTERLAYER SIMONTON' a 1 05o6 Ul--widen) T.1—nces 0 URAWN BY: DATE: Unless OlherMso SNofl.d T.D.DJI.MH 01111NZ 1 (•oc6rutc AtTuuc G)IECKED BY: DATE: 11 dslwlu 'AV Deelmals Ang105 SCALE SHEET: APPRV'D BY: DATE: 00 FIT 0 e14 x 1.01 0' 00 min. SERIES: XXXXXt.005 07-M 101-10107-20 IMPACT HORIZONTAL ENOVENT TITLE: ANCI [OR S GLAZING DETAILS U (00 - i REV. REVISIONS: REVISED BY: DATE: LUCAS A. TURNER, P.E. . FL PE # 58201 TURNER ENGINEERING & 9'•, OF c fQi CONSULTING, INC. COA # 29779) SrAI'E 1239 JABARA AVE. NORTH PORT, FL 34288 941PH. —380-1574 NOTES: 1. This installation has been evaluated for use in locations adhering to the Texas & Florida Building Codes and where pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings and Other Structures do not exceed the design pressure ratings herein, for use outside the H.V.H.Z. 2. All interior and exterior perimeter surfaces of the window must be caulked. 3. Anchor type, size, spacing, and embedment shall be as specified in these drawings. 4. Anchor embedment to substrate shall be beyond wall dressing or stucco. For concrete/CMU openings embedment shall be beyond wood bucks, if used, and into substrate. Installations to solid concrete or grout -filled CMU may include but do not require 1x wood bucks between product and substrate. Installations to hollow CMU require the use of 1x bucks between product and substrate. 5. Wood or masonry openings, bucks, and buck fasteners, by others, shall be properly designed and installed to transfer wind loads to the structure. Substrates shall meet the minimum strength requirements as shown in Table 1, this sheet. Concrete or masonry substrates shall not be cracked. 6. The responsibility for selection of Simonton products to meet any applicable local laws, building codes, ordinances, or other safety requirements rests solely with the architect, building owner, or contractor. 7. Shims are required where gaps of greater than 1/16" exist between opening and frame. Max. shim stack is 1/4". Shims shall be load -bearing and capable of transferring loads to the substrate. 8. When used in areas requiring impact protection, this product DOES NOT REQUIRE the use of approved impact resistant shutters or other external protection. 9. Sealing and flashing by others should be applied using the ASTM E 2112 methodology appropriate for the opening into which the door is being installed. Overall water penetration resistance of the installed product is the responsibility of others. 10. Glazing shall comply with ASTM E 1300-04 and safety glazing requirements per FBC Section 2406. 11. For installation to metal substrates, anchors shall be long enough to be fully threaded through the metal thickness with an additional 3/16" min. of threads beyond. 12. A minimum center -to -center spacing of 2-1/4" shall be maintained between all Elco Ultracons in any direction. 13. All fasteners penetrating into pressure treated wood shall be capable of preventing corrosion due to reaction with pressure treatment chemicals. Any dissimilar materials that come into contact shall be protected to prevent reactions in accordance with code requirements. 14. A wind load duration factor Cd = 1.6 was used for the analysis of wood screws only. 15. Windows shall be constructed as specified in test reports SIMO-028-03-04-r0, SIMO-28-03-02-rO, SIMO-028-03-01-rO & SIMO-032-03-01-r0 by PRI Construction Materials Technologies. 16.Use 100% pure silicone caulk compliant with AAMA 808 Section 5 - Sealant Specifications for use with Architectural Fenestration Products. Make sure surfaces are completely free from all old caulk, damagedwood, wood fibers, grease, oil dirt, rust, mold or similar contaminants. Vacuum and clean opening surfaces completely. A fully primed surface is recommended, but not required. Cleaning of all surfaces should be done the same day of which the silicone caulk is to applied. For more details visit Simonton.com. 17. Caulk application: recommended air and surface temperatures at the time of application are to be between 40 and 90 degrees F. Insure all contact surfaces are clean and dry including the new window(s). Use a backer rod on all joints >3/4" deep and/or wider than 1/4". Finished caulk joint should be a minimum of 3/8" deep and make full contact with both the new window and structural opening surfaces. Silicone caulk should be forced into joint or compressed to assure full contact on both surfaces and to expel any air pockets. 18. Designation "X" and "O" stand for the following: X: Operable Panel O: Fixed Panel TARI F 1- INCTAI I ATinm FACTFMFRC TAPI F ID SUBSTRATE TYPE ANCHOR TYPE MIN. EMBED MIN. EDGE DIST. A CONCRETE 2.85 KSI MIN.) 3/16" ELCO ULTRACON 1-3/4" 1° B HOLLOW OR GROUT -FILLED CMU 3/16" ELCO ULTRACON 1-1/4" 2 1/2" ASTM C90 C 16 GAUGE 0.060 MIN. STEEL SEE NOTE 11 1/2" STUD 33KSI YIELD MIN. SELF -DRILLING SCREW D 1 8 ALUM. 5063-T5 MIN. OR 1O GRADE 5 SELF -TAPPING SEE NOTE 11 1/2" 1 8" STEEL 36 KSI MIN. DRILLING SCREW DISCLOSURE STATEMENT IN, document Is the properly of Slm olw WNdows. M0 101 5 All pmp4of Aq end,tha iOhtA its subject molter. Thp dw ment ispmvided to thArecipisnl on the B.p,AAAed condition Ihel it is not to bo disclosed, raproOucAA in -Alo or o', nor used. conlencfion with lho doslgn, nufeclurA or roper of floods lot onYonc olnorlhonSlmonlonwmdo«: vnuw"I ns consent. Thhresmcuo"docs nAl IImII Iho recipWh i dp,.p ,l ulibze i.d (mm n contelned In INs doc,menl wM1ich isprope,y obleiAad tram enAlher source. SIMON TON• B oAWN0 Dim em,1lT.IAI—os DR Unloss Off --Aso Spedfed I Cacltrmlc Avrnu T.D.DILAI CHECKED Pa bolo, WV 26,115 Ucd Amh, Anplos SCALE: SHEET: APPRV' De X 1,03 FIT 4 of 4 XX 1.01 0` 30 min. XXX±005 SERIES: 0741p 107-Rl107- NIMPACT HORIZONTAL. ENDVE TITLE: NOTES 9 INSTALL ANCHOR TABLE RR7 7/25/2017 Florida Building Code Online I1° R BCIS Home Log In User Registration Hot Topics Submit Surcharge ` Stats & Facts 7 i U Product Approval ttt 5 USER: Public User Product Aonroval Menu > Product or Aoolication Search > Arpiication List > Application Detail FL # FL5419-R14 Application Type vision Code Version 2014 Application Status Approved Comments Archived 5v , s Publications FBC Staff BCIS site Map I Links Search Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Product Manufacturer Ea=ws\ is e) P Address/Phone/Email WV 26415 614) 614) 532-32-3596L\ luanne.harris@simonton.com Authorized Signature Luanne Harris luanne.harris@simonton.com Technical Representative Luanne Harris Address/Phone/Email 3948 Townsfair Way Suite 200 Columbus, OH 43219 614) 532-3596 luanne.harris@simonton.com Quality Assurance Representative AAMA Address/Phone/Email 1827 Walden Office Square Suite 550 Schaumburg, IL 60173 847)303-5664 webmaster@aama net. org Category Windows Subcategory Double Hung , Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By American Architectural Manufacturers Association Referenced Standard and Year (of, Standard) Standard Year AAMA 450 2010 AAMA 506 2006 AAMA 506 2008 AAMA/WDMA/CSA 101/I.S.2/A440 2008 ASTM E 1886 2005 ASTM E 1996 2005 ASTM E 1996 2009 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect hUp:l/www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtHJPwMo6eHrjCHNvu8xOBGvXFJPcJ%2bg51TZ00GktH6Vg%3d%3d 1/3 7/2512017 Florida Building Code Online FL5419 R14 Eauiv SimEx- PVC-Eguivalency.pdf Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option A 04/10/2017 04/ 28/2017 05/ 03/2017 F i Model, Number or Name j Description i- 5419.1 i 07- 09 / 07-10 / 07-20 (Retrofit StormBreaker Plus 300VL, 8000, PerfeXion Impact, Grand Installation) Estates Coastal, Impact Vinyl Double Hung Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant. Yes Design Pressure: N/A Other: 53 x 76 (+/- 55 PSF), 53 x 76 (+/-50 PSF), 37 x 84 60 PSF), 37 x 76 (+/-65 PSF) - Missile Impact Rating: D Certification Agency Certificate FL5419 R14 C CAC 07-09 07-20 DH 53 x 76 R PG50 Impact.pdf FL5419 R14 C CAC 07-09 07-20 DH Imoact 37x76 R PG65.ndf FL5419 R14 C CAC 07-09 07-20 DH Impact 37x84 R PG60.odf FL5419 R14 CCAC 07-09 07-20 DH Impact 53x76 R PG55.pdf FL5419 R14 C CAC 07-09 DH TemoGl Impact 37x76 R PG65.odf FL5419 R14 C CAC 07-09-10-20 and 08-09-10-20 Waiver.odf Quality Assurance Contract Expiration Date 11/06/2017 Installation Instructions FL5419 R14 II IN0364- R9 07-09 07-10 07-20 Impact DH odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5419 R14 AE EvalReport- IN0364-R9.odf Created by Independent Third Party: Yes 5419.2 i 07- 20 (Nailing Fin Installation) StormBreaker Plus 300VL, 8000, PerfeXion Impact, Grand Estates Coastal Impact Vinyl Double Hung Twin Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50/-50 Other: 73 x 74 - Missile Impact Rating: D 5419.3 142-19 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50/-50 Other: 36 x 63, 36 x 74 and 38 x 72 - Missile Impact Rating C Certification Agency Certificate FL5419 R14 C CAC FL5419 C CAC 07-20 DH Twin Impact 73 x 74 R50 ,odf Quality Assurance Contract Expiration Date 03/24/2020 Installation Instructions FL5419 R14 II IN0523 SP 07-20 DH Twin 2X.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: ProFinish Brickmould 600 with SafePoint Storm Vinyl Double Hung Certification Agency Certificate FL5419 R14 C CAC 42-19 DH Impact Annealed 36x63 R50 ext.).pdf FL5419 R14 C CAC 42-19 DH Impact Annealed 36x74 R50 ext.).pdf FL5419 R14 C CAC 42-19 DH Impact Annealed 38x72 R50 ext.. df Quality Assurance Contract Expiration Date 09/14/2019 Installation Instructions FL5419 R14 II IN0540- R2.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5419 R14 AE EvalReport— IN0540-R2.pc] f Created by Independent Third Party: Yes 5419.4 142-19 ProFinish Brickmould 600 with SafePoint Storm Vinyl Double Hung Twin hitp://www.floridabuilding. org/pr/ pr app_dti.aspx?param=wGEVXQwtDgtHJPwNlo6eHrjCHNvu8xOBGvXFJPcJ%2bg5lTZOOGktH6vg%3d%3d 2/3 E Ulq.l MODEL DESIGNATION: Simonton Double Hung Series 07-09 / 07-10 / 07-20 Vinyl Impact Window MAXIMUM OVERALL NOMINAL SIZE: See Size Chart DESIGN PRESSURE RATING: See Size Chart USABLE CONFIGURATIONS: XX GENERAL DESCRIPTION: The head, sill, and side jambs are extruded PVC. The wall thickness through which the anchor screw penetrates is a minimum of 0.070". INSTALLATION HOLE PRE -DRILLED BY MANUFACTURER 0 viORLtt f;G a IV 4 o 7 C, , R •, LUCAS A. TURNER, P.E. Lucas Turner : ; No 58201 ) 8201FLPEEERINTURNERENGINEERINGINEERING & 2017-04-24 F w : * CONSULTING, INC. 09:57+20:00 =v ¢e COA # 29779) SPATE 01 ; W 1239 JABARA AVE. O,f.•. F p. i CCs •; O R i V.•'G\` NORTH PORT, FL 34268 PH. 941 —380— 1 574 MIN. EDGE DIST., INSTALLATION 6" - SEE TBL 1, SHT 2 — FASTENER. o _ N o SEE TABLE 1, m m Ll _ SHEET 2 w w to SUBSTRATE BY OTHERS SILICONE CAULK SILICOLE CAULK1—INTERIOR 1/4" MAX. SHIM SIZE CHART OVERALL SIZE WIDTH HEIGHT W„ „H„ DP RATING 53" 76" f 50 PSF 53" 76" 55 PSF 37" 84" 60 PSF 37" 76" 365 PSF G HEAD INTERIOR 1/4" MAX. SHIM SILICONE CAULK SILICONE CAULK SUBSTRATE BY OTHERS U) SILL 1 This document is the property of Simonton Windows, which rlalns ail propri.tary and the, right. to Its .ub)ecl matter. his documanl 1. provided to the recipient on the expressed 1dltlon that It 19 not to be disclosed, reproduced In whole o t, nor used In con) —lion with the design, manufacture or repair of goods for anyone other than Simonton Windows without Its consent. This re.(rlcllon does not limit the recipient's rights to utilize Information contained In this document which is properly obtained from another source. REVISIONS: REVISED BY: It: D ANNEALED GLAZING AL AS STANDARD T.O.D. 12/O6/13 UDPATED SIZES PER NEW TESTING. T.D.D. 12/17/13 UDPATED FOR MULTIPLE SUBSTRATE TYPES L.A.T. 9/15/14 ADDED 53X76 SIZE DP50 EAT 6/30/15 ADDED TEST REPORT NUMBER TO NOTE 15. LMH 4/I8/17 MIN. EMBED. , SUBSTRATES— SEE TBL 1, BY OTHERS SHT 2 INSTALLATION SILICONE CAULK FASTENER 1/4" MAX. SHIMSEETABLE1, SHEET 2 INTERIOR N W V) I T SILICONE CAULK 0 JAMB J 500" _ GLASS BITE GLAZING COMPOUND PECORA 096—HIS) 1/8" ANNEALED 0.105 PVB (SOLUTA) ANNEALED SPACE 1 /B" ANNEALED SPACER 1" INSULATED ANNEALED IMPACT CLASS WITH 0,105" PVB INTERLAYER f SIMONTON' s` a eirto 4 Dimensional Tolerances s DRAWNBY. DATE: UnlessOtherwiseSpecllledrr{/ 1 C.chrenc A—u. Pcnnslwm, w'V 26415 T. D.D. I1/13 CHECKED BY: DATE: Decimals Angles SCALE: HEET: APPR D BY: DATE: X 3 .03 FlT 1 0l 2 SERIES: XX * .01 0' 30 min. XXX 1 .005 07-09 / 07-10 / 07-20 IMPACT DOUBLE HUNG TITLE: ELEVATION, INSTALLATION DETAILS, STND. GLAZING DE NOTES: 1. This installation has been evaluated for use in locations adhering to the Texas & Florida Building Codes and where pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings and Other Structures do not exceed the design pressure ratings herein, for use outside the H.V.H.Z. 2. All interior and exterior perimeter surfaces of the window must be caulked. 3. Anchor type, size, spacing, and embedment shall be as specified in these drawings. 4. Anchor embedment to substrate shall be beyond wall dressing or stucco. For concrete/CMU openings embedment shall be beyond wood bucks, if used, and into substrate. Installations to solid concrete or grout -filled CMU may include but do not require lx wood bucks between product and substrate. Installations to hollow CMU require the use of 1x bucks between product and substrate. 5. Wood or masonry openings, bucks, and buck fasteners, by others, shall be properly designed and installed to transfer wind loads to the structure. Substrates shall meet the minimum strength requirements as shown in Table 1, this sheet. Concrete or masonry substrates shall not be cracked. 6. The responsibility for selection of Simonton products to meet any applicable local laws, building codes, ordinances, or other safety requirements rests solely with the architect, building owner, or contractor. 7. Shims are required where gaps of greater than 1/16" exist between opening and frame. Max. shim stock is 1/4". Shims shall be load -bearing and capable of transferring loads to the substrate. 8. When used in areas requiring impact protection, this product DOES NOT REQUIRE the use of approved impact resistant shutters or other external protection. 9. Sealing and flashing by others should be applied using the ASTM E 2112 methodology appropriate for the opening into which the door is being installed. Overall water penetration resistance of the installed product is the responsibility of others. 10. Glazing shall comply with ASTM E 1300-04 11. For installation to metal substrates, anchors shall be long enough to be fully threaded through the metal thickness with an additional 3/15" min, of threads beyond. 12. A minimum center -to -center spacing of 1-1/4" shall be maintained between all Elco Ultracons in any direction. 13. All fasteners penetrating into pressure treated wood shall be capable of preventing corrosion due to reaction with pressure treatment chemicals. Any dissimilar materials that come into contact shall be protected to prevent reactions in accordance with code requirements. 14. A wind load duration factor Cd = 1.5 was used for the analysis of wood screws only. 15. Windows shall be constructed as specified in test reports A8088.01-501-47-rO, A9235.01-501-47-rO, A9261.01-501-47-rl, C7745.01-109-47-rO, D0296.01-501-47-rO, D0962.01-501-47-r0, D0963.01-501-47-rO, D0964.01-501-47-rO, D8119.01-109-47-rO, D0295.01-501-47-rO, D8118.01-109-47-rO, D8120.01-109-47 and D0965.01-5D1-47-rO by Architectural Testing, Inc and T259-1C by Forabough Engineering & Testing Inc. TABLE 1: INSTALLATION FASTENERS TABLE ID SUBSTRATE TYPE ANCHOR TYPE MIN. EMBED MIN. EDGE DIST. A CONCRETE (2.85 KSI MIN.) 3/16" ELCO ULTRACON 1" 1" B HOLLOW OR GROUT -FILLED CMU 3/16" ELCO ULTRACON 1-1/4" 2 1/2" ASTM C90 C 21 MIN. 5 SOUTHERN PINE WOOD 3/16" ELCO 111_TRACON 7-3/6" 3/4" G=0.5 D 2X MIN. SOUTHERN PINE WOOD 10 WOOD SCREW 1-3/8" 3/4" G=O.55 E 16 GAUGE (0.060) MIN. STEEL flIO-16 ITW TEKS SEE NOTE 11 1/2" STUD 33KSI YIELD MIN. SELF -DRILLING SCREW F 1 1/8:: ALUM. 6063-T5 MIN. OR 10 GRADE 5 SELF -TAPPING SEE NOTE 11 1/2" 1/8 STEEL 36 KSI MIN. I DRILLING SCREW DISCLOSURE STATEMENT This document Is the property of Simonton Windows, which retains all proprietary and other rights to Its subjacl molter. This document Is provided to the recipient on the expressed ondiflon that It Is not to be disclosed, reproduced In whole of Part, nor used In conjunction with the design, manufacture or repair of goods for anyone other than Simonton Windows without Its conesn L. This restricllon does not limit the recipient's rights to utilize Information contained In this document which is properly obtained from another source. c0lPptOREtit,"", 4/ a/2 Ot7 JA .' G L• NS"'•'QR ••, n'r LUCAS A. TURNER, P.E. J",' No 58201 FL PE M 58201 TURNER ENG114EERING & 7 * * = CONSULTING, INC. COA it 29779) 3TATIE or I4fC 1239 JABARA AVE. 0,n •. ,a Q, .' FS'•; 0 R 1 1.•`` NORTH PORT, FL 34288 PH. 941-180-1574 REV. REVISIONS: REVISED BY: DATE: 5 ANJ A.ED LA'.ING DETAIL AS T.D.D. 12/06/13 6 UDPATED SIZES PER NEW TESTING. T.D.U. 12/17/13 7 UDPATED FOR MULTIPLE SUBSTRATE TYPES L.A.T. 9/15/14 8 ADDED 53X76 SIZE OP50 L.A.T. 6/30/15 9 ADDED TEST REPORT NUMBER TO NOTE 15. LMH 4/18/17 500" GLAZING COMPOUND GLASS BITE (PECORA 896-HIS) 1/8" ANNEALED O C- 0.105 PV8 (SOLUTIA) 1/8" ANNEALEDLi aj n AIP. SPACE 1/8" TEMPERED SPACER 1" INSULATED TEMPERED/ANNEALED IMPACT GLASS WITH 0105" PVB INTERLAYER 37" X 76" AND 53" X 75" DOUBLE HUNG (OPTIONAL) 500" GLASS BITE GLAZING COMPOUND PECORA 896-HIS) 1/8" ANNEALED 0.090 PVD (SOLUTIA) 1/8" ANNEALED AIR SPACE of 1/8" TEMPERED SPACER 1" INSULATED TEMPERED/ANNEALED IMPACT GLASS WITH 0 090" PVB INTERLAYER 37" X 84" DOUBLE HUNG (OPTIONAL) Dimensional Toleronces Decimals Angles X 3 .03 XX t .01 0' 30 XXX d: .005 00SIMONTON* 5 I Cnchmne Avenue Pcunsbom, W'V 26415 KALE: SHEET: nT1 2of2 07-09 / 07-10 / 07-20 IMPACT DOUBLE HUNG TITLE: NOTES ANCHOR TABLE & OPTIONAL GLAZING DETAILS 12/23/2015 Florida Building Code Online P3 2,,,JJ''.tt .et rE {r dJ k k _.. p,$ ;i '; t r BCIS Home Log In User Registration Hot Topics % Submit Surcharge Stats & Fads : Publications I FBC Staff BCIS Site Map Links Search Ugj Product Approval w USER: Public User Product Aooroval Meru > PrOduCt Or Abolication Search Aopiication List > Application Detail J T may. FL # FL17184-R2 Application Type Edi _ rial e Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence I"0IgL. Plastpro Inc. / Nanya Plastics Corp. 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 440) 969-9773 Ext 16 rickw@rwbldgconsultants.com Vivian Wright rickw@rwbldgconsultants.com Scott Johnson 5200 W Century Blvd. Los Angeles, CA 90045 440) 969-9773 Ext 18 scottjohnson@plastproinc.com f Exterior Doors, Swinging Exterior Door Assemblies blUk- pat'r LP 4030xB O X L'n/C)L Aw rt, Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Lyndon F. Schmidt, P.E. PE-43409 National Accreditation & Management Institute 12/31/2018 Ryan J. King, P.E. Validation Checklist - Hardcopy Received FL17184 R2 COI CERTIFICATE of INDEPENDENCE.Ddf Referenced Standard and Year (of Standard) Standard Year AA M A/ W DM A/CSA 101/ I. S . 2/A440 2005 ASTM E1886 2005 ASTM E1886 2002 ASTM E1996 2002 ASTM E1996 2006 ASTM E1996 2005 ASTM E330 2002 TAS 201, 202, 203 1994 http://www.fl oridabui I di ng.org/pr/pr_ppp_dfl.aspx?param=wGEVXQwtDgvCo3Eapi II BW 4u90%2bpvEj LDyyV849OUxg5aOgK%2bKZvA%3d%3d 1/5 12/23/2015 ' Equivalence of Product Standards Certified By Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Producttsv, Go to Pace Model, Number or Name 17184.1 /z, a. Fiberglass Door Method 1 Option D 07/17/2015 07/19/2015 08/09/2015 10/16/2015 0(0 Page 1/ 3 40 0 Description Up to a 3'0 x 8'0 Glazed "Impact" Fiberglass Single Door (X Configuration) Inswing/Outswing Limit f Use I Installation Instructions proved for use in HVHZ: No FL17184 R2 II Inst 17184.1.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 17184.1 for any additional use limitations, FL17184 R2 AE EVAL 17184.1.odf installation instructions and product particulars. Created by Independent Third Party: Yes 17184.2 b. Fiberglass Doob Up to a 3'0 x 8'0 Glazed "Impact" Fiberglass Single Door with a Sidelite (OX or XO Configurations) Inswing/Outswing Limits of Use Installation Instructions Approved for use in HVHZ: No FL17184 R2 II INST 17184.2.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 17184.2 for any additional use limitations, FL17184 R2 AE EVAL 17184.2.odf installation instructions and product particulars. Created by Independent Third Party: Yes 17184.3 c. Fiberglass Door Up to a 3'0 x 8'0 Glazed "Impact" Fiberglass Single Door with Sidelites (OXO Configuration) Inswing/Outswing Limits of Use Installation Instructions Approved for use in HVHZ.• No FL17184 R2 II INST 17184.3.odf Approved for use outside HVHZ: Yes j Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A ;Evaluation Reports Other: See INST 17184.3 for any additional use limitations, FL17184 R2 AE EVAL 17184.3.odf installation instructions and product particulars. Created by Independent Third Party: Yes 17184.4 ! d. Fiberglass Door Up to a 6'0 x 8'0 Glazed "Impact" Fiberglass Double Door (XX Configuration) Inswing/Outswing Limits of Use Installation Instructions Approved for use in HVHZ: No FL17184 R2 II INST 17184.4.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 17184.4 for any additional use limitations, FL17184 R2 AE EVAL 17184 4.odf installation instructions and product particulars. Created by Independent Third Party: Yes 17184.5 e. Fiberglass Door Up to a 60 x 8'0 Glazed "Impact" Fiberglass Double Door with Sidelites (OXXO Configuration) Inswing/Outswing Limits of Use Installation Instructions Approved for use in HVHZ: No FL17184 R2 II INST 17184.5.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 17184.5 for any additional use limitations, FL17184 R2 AE EVAL 17184.5.odf installation instructions and product particulars. s Created by Independent Third Party: Yes 17184.6 f. Fiberglass Door Up to 3'0 x 8'0 Glazed "Non -Impact" Fiberglass Single Door X Configuration) Inswing/Outswing Limits of Use Installation Instructions http://www.fl oridabui ldi ng.org/pr/pr_ppp_db.aspx?param=wGEVXQwtDgvCo3Eapi II BW 4u90%2bpvEj LDyyV8490Uxg5aOgK%2bIdZvA%3d%3d 2/5 I -1-e ,- plastpro 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 GLAZED FIBERGLASS DOOR INSWING/OUTSWING IMPACT GENERAL NOTES I . This product has been evaluated and is in compliance with the 5th Edition (2014) Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering. This product meets missile level"D" and includes Wind Zone 4 as defined in ASTM El996 and Section 1609.1.2.2 of the FBC. 4, For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. TABLE OF CONTENTS _ SHEET.-;SHECT.-;V ESCRIPTION TYPICAL F.LEV f N. DESIGN PRESSURES & GENERAL. NOTES 1 2 -- PANEL DF-fAII..S, COMPONENTS & GI.A7ING DETAIL _ 3 HORIZONTAL CROSS SECTIONS q. VERTICAL CROSS SECTIONS 5 BUCK & FRAME ANCHORING _ 6 BILL OF MATERIALS & COMPONENTS 37.50" MAX. O.A.__., FRAME WIDTH 3 T_ U C w w O = J Ixl . lil O t U) K V x ,y` o0 oZ c O u O o In 00 co rn rn SINGLE.-UOR MAX. O.A. GLASS DESIGN PRESSURE (PSF) SWING FRAME DIMENSION l'YI'E POSITIVE NEGATIVE 37.50" OUTSWING X r 50.0 50.0 96.50" G 1 37.50" INSWING X 50.0 50.0 98.00" z o n Z U Te: A 25/14 z 0 ALE: N.T.S. ic. er: JK m IK. BY: LFS 3 rc wwwc No.: v FL-17184.1 0 N IFFT i OF 6 A 0 35.75" MAX. PANEL WIDTH 4 F- r. 0 21.00" I MAX. WIDTH J a X a z 30, a v 0 in 0 O N O to r 2 i 2 4.5" R ERIOR 2 HORIZONTAL CROSS SECTION z /A" " AQQ I" OVERALL. GLASS I HI<. 1/8" TEMPERED GLASS AIR SPACE 1/8" ANNEALED GLASS 0,090" SAFLEXOR PVS INTERLAYER 1/8" ANNEALED GLASS GLAZING DETAIL. 1.200 00 0.980" 007 HINGE & IAl"CH Oi T Z HINGE & LATCH STILE REINFORCF..MENT STILE EDGE ih 0 I 1 ,584° I-- i 3 TOP RAIL co 1.584 0 4 1.385" -- 0 0 N L i LRIO.R EXTERIOR 1 2 5 LOCK BLOCK_. DETAIL 10 Ve Q KIT I yV RTICAL CROSS SECTION z tJ Q N IQ J ao ] tl 0 0 Z U tl 8/25/14 b0 KALE: NiG. BY: JK n DRAWING NO. V FL— 77184.1 0 NSHF. E( 2 OF 4 h d, HARDWARE TABLE- MANUFACIURER moon LOCK: SIGNATURE SERIES KWIKSET DEADBOLT: SIGNATURE SERIES(780) LOCK: YH COLLECTION YALE DEADBOLT: YH COLLECTION (80 SERIES) LOCK: F' SERIES SCHLAGE DEADBOLT: B60/62 Hardware Toble 1/4" MAX. SHIM SPACE --- TYP.) INTE RIQR EXTERIOR (,,6) ( C U 0 C) oK HORIZONTAL CROSS Sf C71ON 3 SHO'WN w/lx SUE -BUCK 1/4" MAX. I -- SHIM SPACE TYP.) 0.15" CTR-SNK TYPICAL r1 i HORIZONTAL CROSS SECTION 3 INT-E..RM EXTERIOR 1/4" MAX. SHIM SPACE-1 - 0.15" ( TYP.) CTR-SNK lTYPICAL. h' IN ILI21UR EXTERIOR Av 0 p ornz° om.0 on of C U N •• 0 QummLOJ0a N a` d gamasde e 4 0 0 T 0 Z 9uWv. e3Z tIORlZONI'AL CROSS SECTION 0 z I h 4 O j O 2 z Za 8/ 2514 0 e: M.T.S. Dr: JK m NINC NO.: C FL- 17184.1 0 N n 3 or 6 r. i v — W Q a< — - d i iJ 25 11 11A 3a 7INTFRIQR VERTICAL CROSS SECTION 4 INTf.ROR 13 VERTICAL CROSS SECTION 4 — - EXTERIOR EXTERIOR d F`. P r 6 z i zUN o r Z ozU 9 0w V a utg a m o:a LL E z0 O INTERIOR It EXTERIOR 2 VERTICAL CROSS SECTION 4. SHOWN WIIX SUB BUCK 4 ) VERTICAL CROSS SECTION 4 IN f ERIOR c Uz N F Z N Q F 7 n = O uZ 0 DAm 8/25/14 z 0SCALE: N.T.S. owc. ar: JI< m cw ,, I FS 3 rc olvw,l+c NO, v FL-17184.1 a N SNFiT 4 OF G fl. I P 11111 1 1 • -I1 2X BUC MASONR' OPENIN( BUCh_ANCHORING 0 CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the corners may be adjusted to maintain the min. edge distance to mortarjoints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortarjoints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. a 3. Concrete anchor table: z c 2 MIN. MIN, CLEARANCE MIN, CLEARANCE TO MASONRY TO ADJACENT EMBEDMENT EDGEANCHOR U3'/ ELCO 1.1/4 i"4" ITW 1.1/4" S. WOOD SCREW 04 TALLATION NOTES: s 1. Maintain a minimum 5/8" edge distance, I" and distance, & I"o.c. spacing of wood screws to prevent the splitting of wood. G K a: e I I C25 W/2X BUCK INSTAIA ATION W/1X BUCK 2X BUCK ) INSTALLA'f'0 TYP. HEAD & JAMBS a n MASONRY OPENING l ') TYP. I FRAME ANC 01TNG I HINGE LOCATIONS w^" N N'• z° i W•. 01M I /• • In ''r'rrttt s° o °0 z N t 0Z U K Ern d JN, omcw a rn g M d t E maaw D o Z II tJ T Ir tu C7 0 O tu 2 Dca az YU K n. o 4a LATCII & DEADBOLT LOCATIONS SGL DOOR 1X/BUCK INSTALLATION HI_NC c_nE:1;AIL_1X, BUCK 2X/BUCK INSTALLATION HINGEDL:TAII_ w 2X UCIS 1 1X/BUCK INSTALLATION 27 19 2X/BUCK INSTALLATION 26 STRIKE PLATE DETAIL. DATE: 8/25/14 SCALE: N.Ts. DWG. BY: JK CHK. By LFS DRAWING NO.: Fl- 17184.1 1111ET 5 DF 6 i a lll gq• l BILL OF MATERIALS ITEM DESCRIPTION MATERIAL IAAX. SHIM SPACE WOOD EI 1/4" X 2- 3 4" FI_CO OR ITV PFII CONCRETE SCREW STEEL J 3 16" X 3-1/4" IIW PFH CONCRETE: SCREW SlE K MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING 10 ACI 307 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE L M 0.5'.-_..- 2X BUCK SG >= 1X BUCK SC >= 0.55) WOOD WOOD N 1/4" X 3-3/4" ITW PFH CONCRETE SCREW STEEL P 1/4" X 2-1/4"'ITW PFH CONCRETE SCREW STEEL 1 HINGE & LATCH STILE EDGE COMPOSITE 2 HINGE & LATCH STILE REINFORCEMENT WOOD 3 TOP RAIL COMPOSITE 4 5 BOTTOM RAIL LOCK BLOCK COMPOSTTE WOOD 6 DOOR SKIN (0.069" THK.) PLAIT PRO/NANYA Fy= 11.063 PSI FIBERGIASS 7 FOAM CORE POLYURETHANE 11 JAMB FINGER -JOINT -PINE SG - 42 OR BEI TER WOOD 11A 13 POI YFIBER JAMB _ __ .. . WEATHERSTRIP POLYFIBER FOAM 19 8 X 2 1 2" PFH WOOD SCREW STEEL 23 10 X 3/4" PFH WOOD SCREW __------- I'ISTEEL 25 10 X 2-1/2" PFH WOOD SCREW 1 STFEL. 26 LATCH STRIKE PLATE -- I STEEL 27 C--_.._._.._.-- ------ ----- DEADBOLT STRIKE PLATE —__— SIF..:EL 28 4° HiNGE STEEL 31 ODI.. L.ITE FRAME —-.....- -- - - ALUMINUM 34 10 X 1--3/4" PFH WOOD SCREW _ _ STEEL 35 GLAZING COMPOUND REDI-SEAL. BY ODI_, POLYMERIC FOAM P/MERIC FOAM 36 STRUCTURAL SILICONE DOW #995 SILICONE 37 45 SCREW PLUG OUTSWING THRESHOLD BY DI-P ALUM. WOOD 51 INSWING THRESHOLD BY DLP ALUM./W000 52 DOOR BOTTOM SWEEP VINYL d a= Z y&.`,• e0 O1•n m j a u°i ,- j L........ H U N 0 v oz d r m N n c w utp _ oa SWEEP 52 -DOO OOR _...._... _...... _ l r Eo i ? o° ucw3 d POI.. YFIRFR JAMB IOTA --...----._._....----..... n 4.56" N T---- - 45 OUTSWING 1'HRt:SH01_D o a 4562"- '- oo aw ww ao 1a U G oQ JAPAB 4. 563" CINSWING THRESHOLD N. T.S. BY: JK gy: L FS KING IIO: FL-- 17184. 1 ET _ jS M —f THIS INS UMENT PREP ,: ii 1 I. i 1r NOTICE OF COMMENCEMENT Permit Number: Parcel ID Number. 33-19-30-SEM-0800-0030 The undersigned hereby gives notiqe, that Improvement. will be made to certain real property,, and in accordance with Chapter 713, Florida Statutes, the ingW[wi Information Is provided in this Notice of Commen ement. 1. DESCRIPTION OF PROPERTY: (Legal desciptlon of the property and street addres ii available) 2. GENERAL DESCRIPTION OF IMPROVEMENT: REPLACING 11 IMPACT WINDOWS AND 2 IMPACT SINGLE DOORS. SI2e wrorsiZ.G• 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address: WAINWRIGHT & MYLENA BABB, 105 MAPLEWfOOD DR SANFORD, FL 32771 Interest lRpropeny:'.:100•% Valf Fee Simple Title Holder Qf other than owner listed .. above) Name: 1. .: .... 4 CbNTRACTQR' Nanief KAROLY SZEKERES phone Number 8136 48523 Addroi 64'F2 FfANLEY ID7AMPA ,FL.33834 ' ..' ,.,,:,,,:•.,,. ,.: . S•._.r D Y.(If applic",.acopyo(thepayment.bond.is.attached) .Nerr. N[A .....:. :, Address;Amoentbf Bond: 6 LENDER: Name: N/A Phone -Number. Address: 7. Persons within the State of Florida Designated by Owner upon whom nod** or other documents may be served as provided by Section 71&1.3(1)(a)Y., Florida statutes. Name: Phone Number Address::. . 8. In addition, Owner designates of tow,$ve a copy of the Lienoes Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number: 9. Expiration Date of NotW of Commehoernent (The explraW is 1 year frorn date of recording unless a different date d'specdw) YYARNINQ 71DBM7S,.M.E y,;_THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED ; M R PA . ._ S U b -C1 -rER 713, .PART I, SECTION 713,13, FLORIDA STA7UTF9-, AND CA#RESULT IN YOUR FiAYINC; 7WfCE`EOR9MPRC VEAAENT3 FO YOl7f2;pFiOPERTY. A.NOTICE OF COMMENCEMIff# OUST BF FZEUOFtCf A AND. POSTED ON.THE JOB, S.ITE.BEFORE-THE-FIRST'INSPECnON. 'IFYbt1JIN7END t0 OBTAIN FRVAIJCMG, CCSIV8t'1CTWITH YOUR LENDER OR AN ATTORNEY BEFORE.. MMENCIt WQRK. QR RECORDING YOUR.NOTICE OF COMMENCEMENT: - - - - Under penaWes.of. perjury. I d¢dare that l have read the foregoing and that the; facts stated InIt are true toth best of my knorMedge and 1 ljlJi4b d vnefs t ambd.da o° ` m • MMnm,. wid Prams SWdd&Ys TMKMW) state of n , zAyA- County of ._%T 1 f The foregoing Instrument was wJwwwWdgsd before me this day of- r (t iN, t6o# %kVb "" b , b >m a :.ai er,cs .. VYhQ is RgoitallY. t9. frlii p,QR..rwho has produced Idsntifiostion% type of Identification produced: FL Dla 2S Gt 6+t,t D n fn7 7t i `(1` RAMONA HALPE NrY NOTARY.PUSLIC STATE OF FLORIDA Cam iN FF153747 Expires 9J2312018 7D GRANT MALOY, CLERK OF CIRCUIT COURT SEMINOLE COUNTY FL CLERK'S # 2017131131 BK 9048 Pg 1811; (1pg) E-RECORDED 12/28/2017 02:52:50 PM 10.00 THIS NSTRUMENT PREPARED BY: Name: M_ Address: AN U LU16 NOTICE OF COMM „NCEMENT Pernik Number. Y. Parcel ID Number. 33-19-30-5EM-0B00-0030 The undersigned hereby gives notice that improvement .will be made to certain real property, and in accordance with Chapter 713. Florida Statutes, the following information is provided inthis Notice of Commencement 1. DESCRIPTION OF PROPERTY: (Legal description of the propand street addres ertys if available) LOT 3 BILK B IDYLLWILDE OF LOCH ARBOR SEC 6 PB 21 PG 40 105 MAPLEWOOD DRIVE SANFORD, FL 32771 2. GENERAL DESCRIPTION OF IMPROVEMENT: REPLACING 11 IMPACT WINDOWS AND 2 IMPACT SINGLE DOORS.size RDi'St?4- 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address:_ WAINWRIGHT & MYLENA BABB, 105 MAPLEWOOD DR SANFORD, FL 32771 Unterest in. property: t 100 .% OWfVER.. . Fee simple TkWO Holder Toil* than owner listed above). Name: Address .. . • . • • • : • .. 4CONTRACTOR. Name KAROLY SZEKERES Phone Number 6136446523 7t tress. 6412.HANLEY A6TXMiskft:33634 77!.(if appllcable.:.e.copyof. the. payment,bond.isatfached):.Nama:. N/A._ . _.... :. :..., .... Address: _ .... .... . AmouFit of- Bond: 8 LENDER:Name: N/ A Phone Number: Address: 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents maybe served as provided by Section 713.13(1)(a) 7., Florida Statutes Name: Phone Number: Address:. 8. In addition, Owner designates of to receive a copy of the Uenoes Notice as provided in Section 713.13(1)(b), Florida Statutes Phone number: 8. Expiration Dale of Notk:e of Commenoement (The expiration is 1 year from date of recording unless a different date Is specified) WARNING TO 0 ANY PAYMENTS ..MADE RY„ HE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMP .. PER PAYMENTS U4bER GHP PTER 713, PART I, SECTION 713.13, FLORIDA STATUTES; AND CAN RESULT IN YOUR PAYINd; TWICE'FOR IMPROVEMENTS TO'YOUR PROPERTY. A NOTICE OF COMMENCEMENT.MUST BE RECORDED ANDROSTED ON.THE JOB,SITE BEFORE" THE FIRST'INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCINC7 WQRK QR RECORDING YOUR,NOTICE; OF COMMENCEMENT: Under penalties of.. perjury,) dedan ;that:) have read the foregoing and that the': facts stated in it are true to the best of my knowledge and belief, 110ng F gbh Wnlnain' gl% (jwne/S Sipneture of Owner or Lessee, or Owners or Lessee's (Print Name slid Provide SiQM 's TI58101Rce) A ithorl—d Ofdoedowsciormm+ r+ertmanacer) . State Of County of 3 1 The foregoing Instrument was acknowledged before r—•r—. •,}. `atetementm'ethis r:d.ay of- laby L9 rR9 4R 20N 461f LaW6466 "owny7,,,,,Toa- who has produced Identificationjg type ofiderWficafion produced: 2S Cdt F[7 rD 07 PA L j i GRANT MALOY, CLERK OF CIRCUITCOURT SEMINOLE COUNTY FL CLERK'S # 2017131131 BK 9048 Fig 1811; ( 1pg) E-RECORDED 12/28/2017 02:52:50 PM 10.00 oh, R LY 9 0 6412 Hanley Rd Tampa, FL 33634 813) 644 - 6523 Office 1 (813) 667 - 7155 Fax Karolyllc@gmail.com I www.flwindowreplacement.com SP13974IC9983 December 29, 2017 To whom it may concern: Enclosed is the recorded Notice of Commencement for property address 105 Maplewood Drive Sanford, FL 32771. Thank you, YC 6 G Karoly Szekeres Karoly Windows & Doors Window and Door Contractor