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170 Lakeside Cir; 18-3900; WINDOWSCITY OF SEP 13 2018 Building &Fire Prevention Division M SANFORDPERMIT APPLICATION F11RE f.3PAIITlN` Application No: Documented Construction Value: $ Job Address: ! -7© S "l i C z7?3 Noir. Historic District: Yes[ Parcel ID: 12a 3 C S l ° 6 S® Residential[—] Commercial Type of Work: New[] Addition[] Alteration©' Repair Demo Change of Use Move Description of Work: C-e e l Gi C L Plan Review Contact Person: )0,& d Gwu Se / Title: Phone: qb "7 73b '1 2 53 Fax: Email: 5Ca ,_ser e. kAoryane xteri ors'r nc. M Property Owner Information Name k l r a M j a /°s Phone: Stree"kh"1 7 o Lk I«S%clr G"ram% Resident of property? City, State,,*Zip: 5 A,1 fo C F 3 Z 7 -73 Contractor Information Name fr ,f-n Street: N j c! zzt" %TarnPJA.re J4 City, State Zip: 4"c- _32,R J Name: Street: City, St, Zip: Bonding Company: 111 Phone: r D 7 7 3 a 7 2- S Fax: State License No.: G 2 e- OS -7 Z/ b Architect/Engineer Information Phone: Address: ,_ / / ,a- Fax: E-mail: Mortgage Lender: Address: 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. 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. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 61h Edition (2017) Florida Building Code Revised: January 1, 2018 Permit Application 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 at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the pen -nit is issued. 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. Signature of Owner/Agent Print Owncr/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Sign#WoI Contractor/ Agent Date Print Contractor/Agent's Name Sandra Causer Sigtature of Notary -State of Florida if to cOwm # GG 216511 x EXPIRES: May 10. 2W oo liON'JE0 TOAMOTAN Sii nt itq++ Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures of Heads Fire Alarm Permit: Yes No UTILITIES: WASTE WATER: FIRE: BUILDING: 'a7 " 5 -IS Revised: January 1, 2018 Permit Application 7/26/2018 aceAParcel View: 11 Parcel: 11 Value Summary Working 2 O 1 i Values Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 1 Depreciated Bldg Value 92,203 75,420 Land Value Ag Just/ Market Value 122,803 101,020 Portability Adj 1 Save Our Homes Adj so 0 Assessed Value 122,803 96,263 Tax Amount without SOH: $1,864.00 2017 Tax Bill Amount $1'm*.ou lax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non xoValorem Assessments Legal Description LOT 65 HIDDEN LAKE PH 3 UNIT 7 Taxes I r Taxing Authority Assessment Value Exempt Values Taxable Value County Bonds 122,803 50,000 Sales Description Book 1 Page Amount Qualified Vac/Imp 149,900 Yes Improved SPECIAL WARRANTY DEED 1/11/2015 08400 0139 66,000 No Improved Improve 100 No Improved Improved Improved 15 100 No Improved 1966 W. New Hampshire St. HOUSE '13. O r & $ im Orlando, Fl- 32804 CONDO , r Office: Mill EXt@1'lOI'St IlZC. (407) 730-7253 /fir J tg ENERGY SAVING WINDOWS ORDER FORM / SALES AGREEMENT Window Color Email Address routf•r.,;11<501@ni't•r1e•' Int. Ext. Mrs. Date '4 .2 3 i Q.White/White Address -' o Home (Phone) Ten/Tan3sa- son- ty City G 6 1 state Zip 3a-+'i other (Phone) White/Bronze Fortress Glass Low E Argon Gas • .20 SHGC + - • Reinforced Frame . Welded Frame Lifetime Guarantee • Free Glass Repair Free Screen Repair •Free Re -Caulking Glass • Im • ow E Argon Gas 18 SHG • Welded Frame Llfelim roe Glass Repair • Free Screen Re -Caulking I _ —t e) lkrrbr wo w L,3 si is rll/1Y1 reM0 v-t4 ;} . J5} tes, fe-PI,e.- RJR ctS was of Sob 0N cot`9 N m p ro O\ c 701 a3` IT a cc cow c roO i`n; ti ciM W H W H 1 S b x (96 x X Col 2 b x p x 3 M, x x 4 gR x x 5 S LLd 1 x x X 6 r SS qS x4$ x 7 x x Aw 8 x x 9 x x 10 x x 1 First of all .. No verbal agreements are recognized. Everything must be in writing on the contract. lease make sure everything is written on your order. If something is not on your work order. please Administration Fee LYa4IlJ INT. do not request it from our staff. They are not allowed to give anything not on the contract. Y 2. Permits.. We pull permits on all jobs where they are required. Your permit cost is addition to yourII--1"_ price. It would be unfair for us to add a standard permit charge to all contracts. since pricest Total Price contract W V 3varygreatlyfromcitytocityandsomecitiesdonotrequirepermits. It is impossible for your 30representativetodetermineyourpermitcost (usually between $100 and $400). We only charge what the city charges us, plus a 529,00 service fee. Pending inspection does not prohibited bQ* Deposit 1 I qqqpaymentoffinalbalance. Certain cities require final inspections. It if your responsibility to be home Balance Due upon Completion F (D)-k for your scheduled inspection. 3. Installation start lime is approximately 6 to 12 weeks after approval. Sales reps are not allowed to change these times. You may not hear from us for a period of lime while we are waiting for your Amount materials to arrive. Don't worry!! We will call as soon as possible to schedule your job, If you are using our financing. the clock doesn't start ticking until your loan is approved. If your installation time extends past the estimated time on your contract. we will credit your account $50.00 per week for Financed every week that we fall behind. 4. LEAD SAFE PAINT PRACTICES I/we hereby acknowledge receipt of a copy of the pamphlet, Renovate CrediUDebit Card Information: Type: AL.sk-r ll Zip Code3a 1r3Right: Important Lead Hazard Information for families. Child care providers and schools". NUmbeCSS'AO Di1 R90 f.l'IINT. informing me/us of the potential risk of lead hazard exposure from renovation activity to be performed in my/our home. I/we received this pamphlet before the work began. CVC # 39L1 Ex O 22p•: This Is a home solicitation sale, and if you do not want the goods or services, you may cancel this agreement by providing written notice to the seller In person, by telegram or by mail. This notice must indicate that you do not want the goods or services and must be delivered or postmarked before midnight of the third business day after you sign this agreement. It you cancel this agreement, the Seller may keep all or part of any cash down payment, not to exceed the lesser of 10% of the cash price or $250.00. Executed in Triplicate, one copy of which was delivered to and receipt is hereby acknowledged by Buyer, this day of w(t( , —?0/9 Approved and ALcepted. A. Do not sign this home improvement contract in blank. B. You are entitled to a copy of the Contract at the time you sign. Keep it to protect our lega 'ghts f By: sman) www.morganexte rsine.com x) Purchaser Sign Here) State Certified Residential Contractor • CRC 057210 window contract of lando 5/2018 Grant Maloy, Clerk Of The Circuit Court & Comptroller Seminole Countyy, FL Inst#2018104542 Book:9209 Page:581; (1 PAGES) RCD: 9/13/2018 10:04:37 AM REC FEE $10.00 THIS INSTRUMENT PREPARED BY: Name: _ _S 4(' f ,. , 5,, _ SEP 17 2018Address: ,v s k: rem r NOTICE OF COMMENCEMENT Permit Number, - Parcel iD Number: i f ^ 2 v The undersigned hereby gives notice that Improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, thefollowingInformationisprovidedinthisNoticeofCommencement. 1. DESCRIPTION OF PROPERryTy: (Legal description of the proReny and street address if ava' b ) L . ddcn KG Lwti - 6, G 7-y f'f0 L-K' fW /,,e le J 'a,. E, -. 3 Z 7 2. GENERAL DESCRIPTION OF IMPROVEMENT: 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVE ENT: Name and address: ober"t V11, ilft. S 70 Lc+Krf,ite G,/c /c Interest in property: 0 L-J n c l Fee Simple Title Holder (if other than owner fisted above) 6. CONTRACTOR: Address: Address: i f Jj S. SURETY ( If applicable, a copy Of the payment bond Is attached): Name: 8. LENDER: Address: Phone Number. V 0 -% 7j19 z2- S Phone Number. Amount Bond: 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Phone Number 8. In addition, Owner designates to receive a copy of the Uenoes Notice as provided in Section 713.130Xb), Florida Statutes. Phone number. 9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a CWerent date Is specified) l' ARAfINQ+ 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 WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. soultwe of Ow ar & Lsesas, or ovinda s (Print Name and Pr Mde 81gnatorys Tw*Qmu) A,h WUnd 0ft@r/Dir8dWA-ffVWftAWWW Stme, of ( u 11r '^ (- County of Pe' l n o / L foregoing by who has produced Identification me this Jy day of Who Is personalty known to me 0 OR produced: i. /y 2 / ' »/— < 5 S 38- a 4 Sandra Causer OWNIiIISSIOII t 00 216511 EXPIRES: May 10, 2022 BONDED TYM MFION Il = LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: g 1 q I/S Q_ I hereby name and appoint: ' 2 /s-"'jV L s an agent of: Irn b r 4 GM e— Name 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: 7o La"4erd-c2 0AC, %e S-, r-V '7 2 "7 -7 Street Address) Expiration Date for This Limited Power of Attorney: 30 2-y 2" v License Holder Name: h ! 1' M - r" X n State License Number: G Q S-7 Z i v Signature of License Holder:? STATE OF FLORIDA COUNTY OF SU'-n #& The foregoing instrument was acknowledged before me this. 200L___, by 1Zi1 k djk& to me or who has produce identification and who did (did not) take an oath. Notary Seal) Aaron Dyke Commission # GG168217 Expires: December l1 Bonded thru Aaron Notary Rev. 08.12) Si re Print or type name Notary Public - State of _ Commission No. My Commission Expires: 30 day of Avg u" who is tTpersonally known as REQUIRED INSPECTION SEQUENCE IY[1 nnn Max I[nnmectnon Descri hn®n. , Footer / Setback Stemwall i Foundation / Form Board. Survey MVFnr n `.Tali T ranrnir Lintel / Tie Beam / Fill / Down Cell Sheathing Walls Sheathing! Roof Roof Dry In Frame - insulation. Rough In Firewall Screw Pattern Drywall / STieetrock Lath Inspection Final Solar Final Roof Final Stucco /;Siding Insulation Final Final Utility; Building Final Door Final Window. Final Screen.Room Final. Pool Screen Enclosure Mobile Home Building Final Pre -Demo j Final Demo Final Single Family, Residence Final.l3uilding Other lY![nn a—m 1Ins ectio Il Descri2dou Electric. Underground Footer / STab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final Mnnn Mmx. K{'i'iRlrC ah ...K4i - a`uMIS Innspecdonn DesIm Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final IYltnnn Max:][n echo®nn De cn•n hn®nn Mechanical Rough Mechanical. Final Min Max 1 ms eetionn. Deacn'Il meh Gas Underground Gas Rough Gas Final R EWS ED: June 2014 7/26/2018 parceldetail.scpafl.org/FootprintPage.aspx?PID=1 120305KB00000650&BLDGN0=1 &PAGEN0=1 RECORD COPY Parcel: 11-20-30-5KB-0000-0650 Building No.: 1 Page No: 1 REVIEWED POP CODE COMPLIANCE PLANS EXAMINER DATE SANFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE. BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE 18-5900 http://pareeldetail.scpafl.org/FootprintPage.aspx?PID=l120305KB00000650&BLDGN0=1 &PAGEN0=1 1/1 Product Approval SubmiRai Form CONTRACTOR' Qty.. Maht6cairer dL Nv, (A el simuy, 3 _6 V _J _Iv _rly- S, mu= or 5tMOVNI-0 I cv -/(10V()Vyi CA 0_ m Job Address: DP Sq n MC) A pproval t- ILI f 0 5 1-7 CI Impactct Mon- Mon- ImpadtL U.F. 0, 0, S.H.G.C. 0 o. as 0. iq 1 i I 9/13/2018 Florida Building Code Online FioiidJ pr p BCIS Home Log In I User Registration Hot Topics Submit Surcharge Stats & Facts ; Publications Contact Us ' BCIS Site Mapj I Links I +Search x pprovaIr,c .Product USER: PublA ic User Product Approval Menu > Product or Application Search > Application List Search Criteria Code Version 2017 FL# Application Type ALL Product Manufacturer Category ALL Subcategory Application Status ALL Compliance Method Quality Assurance Entity ALL Quality Assurance Entity Contract Expired Product Model, Number or Name ALL Product Description Approved for use in HVHZ ALL Approved for use outside HVHZ Impact Resistant ALL Design Pressure Other ALL Search Results - FL# I Type Manufacturer Refine Search ALL 5414.. ALL ALL ALL ALL Validated By ' Status FL5414- Revision 1 Simonton/Ply Gem Windows American Architectural Approved R21. i FL#: FL5414.4 Manufacturers Association History Model: 43-06 / 43-17 (214) 878-1642 Description: 6060 VantagePointe, Pro Finish Builder, ProFinish j Contractor, ProFinish Master, PerfeXion Contractor Vinyl Single Hung Category: Windows Subcategory: Single Hung Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Credit Safe i t 'METIIC11 https:// floridabuilding.org/pr/pr_app_lst.aspx 1/1 9/13/2018 Florida Building Code Online S BCIS Home Log In User Registration I Hot Topics Submit Surcharge I Stats & Facts I Publications j Contact Us BCIS Site Map Links I Search' Florida a,M Product Approval gr -- )'USER: Public Userd" Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL5414-R21 Application Type Revision Code Version 2017 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 Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Simonton/Ply Gem Windows 3948 Townsfair Way, Suite 200 Suite 200 Columbus, OH 43219 614) 532-3596 luanne.harris@plygem.com Luanne Harris luanne.harris@plygem.com Luanne Harris 3948 Townsfair Way Suite 200 Columbus, OH 43219 614)532-3596 luanne.harris@simonton.com AAMA 1827 Walden Office Square Suite 550 Schaumburg, IL 60173 847)303-5664 webmaster@aamanet.org Windows Single Hung Certification Mark or Listing American Architectural Manufacturers Association American Architectural Manufacturers Association Standard AAMA/WDMA/CSA 101/I.S 2/A440 Year 2008 https:lMoridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtHJPwMo6eHrmRpFgO4NXGpoATzyxPWhHG28DqnvOPKOg%3d%3d 1/3 9/13/2018 Florida Building Code Online Product Approval Method Method 1 Option A Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products FL # I Model, Number or Name 5414.1 41-18 06/06/2018 06/08/2018 06/14/2018 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: 48x80 (+/-25 PSF), 53x71 (+/-30 PSF), 44x63 (+/-35 PSF), 48x72 (+/-40 PSF), 36x63 (+/-45 PSF), 44x63 (+/-45 PSF), 36x76 (+/-50 PSF) 5414.2 141-18 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: 96x80 (+/-25 PSF), 89x63 (+/-30 PSF), 73x74 (+/-45 PSF), 73x74 (+/-50 PSF) 5414.3 141-18 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes_ Impact Resistant: No Design Pressure: N/A Other: 109x63 (+/-35 PSF) or 109x72 (+/-45 PSF) 5414.4 1 43-06 / 43-17 Limits of Use,' Approved,.for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: 36x72 (+/-25 PSF), 48x80 (+/-25 PSF), 36x63 (+/- 45 PSF) 44x63 (+/-35 PSF), 36x74 (+/-35 PSF), 53x71 (+/-35 PSF), 48x72 (+/-40 PSF), 44x63 (+/-45 PSF), 36x84 (+/-50 PSF), 36x74 (+/-50 PSF), 32x62 (+/-50 PSF), 44x75 (+/-30) Description ProFinish Brickmould 300, PerfeXion BM 300 Vinyl Single Hung Certification Agency Certificate FL5414 R21 C CAC 41-18 SH 36x63 R45 (ext.)_pdf FL5414 R21 C CAC 41-18 SH 36x76 R50 (extj.pdf FL5414 R21 C CAC 41-18 SH 44x63 R35 (ext.)_pdf FL5414 R21 C CAC 41-18 SH 44x63 R45.pdf FL5414 R21 C CAC 41-18 SH 48x72 R40.pdf FL5414 R21 C CAC 41-18 SH 48x80 R25 (ext.)_pdf FL5414 R21 C CAC 41-18 SH 53x71 R30 (ext.).pdf Quality Assurance Contract Expiration Date 09/26/2020 Installation Instructions FL5414 R21 II IN0228 41-18 SH 2X.pdf FL5414 R21 II IN0285-R2 41-18 SH 1X.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5414 R21 AE EvalReport-IN0285-R2-2017.pdf Created by Independent Third Party: Yes ProFinish Brickmould 300, PerfeXion BM 300 Vinyl Twin Single Hung Certification Agency Certificate FL5414 R21 C CAC 41-18 SH Twin 7304 R PG50.pdf FL5414 R21 C CAC 41-18 SH Twin 73x74 R45 (ext.),pdf FL5414 R21 C CAC 41-18 SH Twin 89x63 R30.pdf FL5414 R21 C CAC 41-18 SH Twin 96x80 R25.pdf Quality Assurance Contract Expiration Date 09/27/2020 Installation Instructions FL5414 R21 II IN0230 41-18 SH T-Mulled Twin 2X.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: ProFinish Brickmould 300, PerfeXion BM 300 Vinyl Triple Single Hung Certification Agency Certificate FL5414 R21 C CAC 41-18 SH Triple 109x63 R35 (ext.)_pdf FL5414 R21 C CAC 41-18 SH Twin 109x72 R PG45.pdf Quality Assurance Contract Expiration Date 03/08/2021 Installation Instructions FL5414 R21 II IN0232 41-18 SH T-Mull Triple 2X.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 6060 VantagePointe, ProFinish Builder, ProFinish Contractor, ProFinish Master, PerfeXion Contractor Vinyl Single Hung Certification Agency Certificate FL5414 R21 C CAC 43-06 SH (Fin - Finless) 36x84 R50.pdf FL5414 R21 C CAC 43-06 SH (Fin - Finless) 48x72 R PG40.pdf FL5414 R21 C CAC 43-06 SH (Fin) 32x62 R50 (ext.)_pdf FL5414 R21 C CAC 43 06 SH (Fin) 36x63 R45 (ext.)_pgf FL5414 R21 C CAC 43-06 SH (Fin) 36x72 R25 (ext.)_pdf FL5414 R21 C CAC 43-06 SH (Fin) 36x74 H R35.pdf FL5414 R21 C CAC 43-06 SH (Fin) 36x74 H R50.pdf FL5414 R21 C CAC 43-06 SH (Fin) 44x63 H R35.pdf FL5414 R21 C CAC 43-06 SH (Fin) 44x63 H R45.pdf FL5414 R21 C CAC 43-06 SH (Fin) 44x75 LC PG30.pdf FL5414 R21 C CAC 43-06 SH (Fin) 48x80 LC25.pdf FL5414 R21 C CAC 43-06 SH (Fin) 53x71 R35 (ext.)_pdf FL5414 R21 C CAC 43-06 SH (Finless) 36x74 R50.pdf https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtHJPwMo6eHrmRpFgO4NXGpoATzyxPWhHG28DqnvOPKOg%3d%3d 2/3 9/13/2018 Florida Building Code Online 5414.5 143-17 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: 48x80 (+/-25 PSF), 44x63 (+/-35 PSF), 36x76 (+/-50 PSF), 36x96 (+/-50 PSF), 44x96 (+/-20 PSF) 5414.6 143-17 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: 89x63 (+/-30 PSF), 73x63 (+/-35 PSF), 73x74 (+/-45 PSF) FL5414 R21 C CAC 43-17 SH (Finless) 48x80 R25.pdf FL5414 R21 C CAC 43-17 to 43-06 Waiverpdf Quality Assurance Contract Expiration Date 08/04/2020 Installation Instructions FL5414 R21 II IN0160 43-06 43-17 SH 2X.pdf FL5414 R21 II IN0242-R5 43-06 43-17 SH 1X.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5414 R21 AE EvalReport-IN0242-R5.pdf Created by Independent Third Party: Yes ProFinish Contractor, ProFinish Master, PerfeXion Contractor Vinyl Single Hung Certification Agency Certificate FL5414 R21 C CAC 43-17 SH 36x76 R50.pdf FL5414 R21 C CAC 43-17 SH 36x96 R PG50.pdf FL5414 R21 C CAC 43-17 SH 44x63 R35.pdf FL5414 R21 C CAC 43-17 SH 44x96 R PG20.pdf FL5414 R21 C CAC 43-17 SH 48x80 R PG25,pdf Quality Assurance Contract Expiration Date 07/11/2021 Installation Instructions FL5414 R21 II IN0162 43-17 SH 2X.pdf FL5414 R21 II IN0244-R3 43-17 SH 1X.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5414 R21 AE EvalReport-IN0244-R3-2017.pdf Created by Independent Third Party: Yes ProFinish Contractor, ProFinish Master, PerfeXion Contractor Vinyl Twin Single Hung Certification Agency Certificate FL5414 R21 C CAC 43-17 SH Twin 73x63 R35.pdf FL5414 R21 C CAC 43-17 SH Twin 73x74 R PG45.pdf FL5414 R21 C CAC 43-17 SH Twin 89x63 R30.pdf Quality Assurance Contract Expiration Date 07/10/2021 Installation Instructions FL5414 R21 II IN0161 43-17 SH T-Mull Twin 2X.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: MEM Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy. Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: 91 1 I eChsc,A *.'.rix. Credit. ! Safe e n https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtHJPwMo6eHrmRpFg04NXGpoATzyxPWhHG28DqnvOPKOg%3d%3d 3/3 MODEL DESIGNATION: Simonton Single Hung Series 43-06 / 43-17 Vinyl Window MAXIMUM OVERALL NOMINAL SIZE: See Size Chart DESIGN PRESSURE RATING: See Size Chart USABLE CONFIGURATIONS: O X GENERAL DESCRIPTION: The head and side jambs are extruded PVC. The wall thickness through which the anchor screw penetrates is a minimum of 0.090". INSTALLATION ANCHOR SEE NOTE 2) 1 6" 1 IN SA HEAD a INT. TRACK z 0 V O0 TOP TOP UTE- H x INT. TRACKCK INT. TRACK W n 0 O X x BOTTOM UTE BOTTOM DT" EXT. IAAp( EXT. TRACK 2 W" MAX. OVERALL FRAME WIDTH —I SIZE CHART OVERALL SIZE DP RATINGWIDTH W' HEIGHT H" 36" 72' 25 PSF 48" 80" 44" 75" 30 PSF 44" 63' 35 PSF36" 74" 53" 71" 36" 63" 45 PSF 44" 63' 36" 84' 50 PSF36' 74' 32" 62" TERIOR SH TRACK EXTERIOR SASH TRACK J`'Pp10RF4V"rG., Lucas Turner No 58201 ••mil G 2018-06-06 13:36+19:00 is STATE OF iiU- OF O R t 0 P •J 3 ofON AS0U' CONCRETE MASONRY SILICONE CAULK EXT. PERIMETER) \ INSTALLATION ANCHOR, SEE NOTE 2 06/ 05/2018 REVISIONS: LUCAS A TURNER, P.E. 1 35 WAS INCORRECTLY LABELED ±301 FL PE k 58201 TURNER ENGINEERING & 2 UPDATED SIZES PER NEW TEST REPORTS. CONSULTING, INC. COA # 29779) 3 UPDATE ANCHOR NOTES 1239 JABARA AVE. 4 ADDED SIZE TO SIZE CHART. NORTH PORT, FL 34288 PH. 941-380-1574 5 ADDED SIZE TO SIZE CHART MIN. EDGE DIST.. SEE NOTE 2 MIN. EMBED. SEE NOTE 2 1 / 4" MAX. SHIM HEAD rMA SILICONE CAULK SILICONE CAULK (SILL INTERIOR) SILL EXTERIOR) WOOD BUCK CONCRETE MASONRY SILL 1X WOOD BUCK SILICONE CAULK INT. PERIMETER) 1/ 4" MAX. SHIM 1X WOOD BUCK CONCRETE MASONRYINSTALLATION ANCHOR, SEE NOTE 2 MIN. EDGE DISTJ SEE NOTE 2 -r DATE LMH SILICONE CAULK INT. PERIMETER) 1 / 4" MAX. SHIM INSTALLATION ANCHOR, SEE NOTE 2 I " \ SILICONE CAULK MIN. EMBED. (EXT. PERIMETER) SEE NOTE 2 JAMB NOTES: 1. This installation has been evaluated for use in locations adhering to the Florida Building Code outside the HVHZ, 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. 2. For anchoring to solid uncracked concrete (min. compressive strength of 2000 psi), use 3/16" FTW Tapcons with 1" min. embedment and 1-1/8" min. edge distance. For anchoring to uncracked hollow or grout -filled concrete masonry units (conforming with strength requirements of ASTM C90, 117 PCF min. density), use 3/16" ITW Tapcons with 1" min, embedment and 2" min, edge distance. A minimum center -to -center spacing of 3" shall be maintained between all ITW Tapcons in any direction. For anchoring to wood (Southern Pine or G=0.55 min.), use #10 wood screws with 1-3/8" min. embedment and 7/8" min. edge distance. 3. All interior and exterior perimeter surfaces of the window must be caulked. 4. Anchor type, size, spacing, embedment, and edge distance shall be as specified in these drawings. S. Anchor embedment to substrate shall be beyond wall dressing or stucco. For masonry openings with wood bucks less than 1-1/2" thick, embedment shall be beyond wood bucks, if used, and into masonry substrate. Wood bucks with masonry are optional. 6. Wood or masonry openings, bucks, and buck fasteners, by others, shall be properly designed and installed to transfer wind loads to the structure. 7. 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. S. 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. 9. When used in areas requiring impact protection, this product requires the use of approved impact resistant shutters or other external protection. 10. Sealing and Flashing by, others should be applied using the ASTM E 2112 methodology appropriate for the opening into which the product is being installed. Overall water penetration resistance of the installed product is not addressed in this drawing and is the responsibility of others. 11. Glazing shall comply with ASTM E 1300-04 12. 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. 13. A wind load duration factor Cd = 1.6 was used for the analysis of wood screws only. 14. Products shall be constructed as specified in test reports 80681.01-501-47-r0, C3504.01-501-47-rO, C0835.01-501-47-rO, C3505.01-501-47-r0, C0837.01-109-47-ro, C4260.01-109-47-rO, C4258. 01-109-47-rO, C0826.01-109-47-rO, C6586.01-109-47-rO, D2908.01-501-47-ro and B7729.01-501-47-rl by Architectural Testing, Inc. DISCLOSURE STATEMENT This d_ment is the property of Simonton Windows, which retains all proprietary and other rights to its subject matter. This document Is provided to the recipient on the expressed dltbn that It Is not to W disclosed, reproduced In whole a Part, n used fin canjunctian with the design, manufacture of repair of goods for anyone other than Simonton Windows without its consent. This restriction does not limit the ecipiert' s rights to utiize information contained in this document which is properly obtained from another source. Dimensional Tolerances Oeco" Is Angles Xt. 03 X f .01 0' 30 min XXX d:.005 0SIMONTON' onI Cochrane Avrnac P— bom. WV 26415 1 of 1 1 43- 06 /43-17 SINGLE HUNG 1X BUCK INSTALLATION MODEL DESIGNATION: Simonton Single Hung Series 43-06 / 43-17 Vnyl Window MAXIMUM OVERALL NOMINAL SIZE See Size Chart DESIGN PRESSURE RATING: See Size Chart USABLE CONFIGURATIONS- 0 X GENERAL DESCRIPTION The head and side jambs are extruded PVC. The wall thickness through which the anchor screw penetrates is a minimum of 0.090". INSTALLATION ANCHOR SEE NOTE 2) 1 6. m INT SA HEAD a INT. TRACK z E no v; TOP TOP w a TRACKINT. TRACK INT. TRACKACK n rcV_ i O n Z x q-BOTT UTE BOT7TylA TREXT. TRACK ACK'' EXT. TRACK 2 Tk- W MAX. OVERALL FRAMEWIDTH --I SIZE CHART OVERALL SIZE DP RATINGWIDTH W, HEIGHT H' t25 PSF 75 30 PSF 35 PSF 53" 45 PSF 50 PSF ERIOR SH TRACK XTERIOR ASH TRACK usrpq' O6/05/2018 REVISIONS 11`lll Tip Lucas LUCAS A TURNER, P.E. 1 *35 WAS INCORRECTLY LABELED t30. q: '.0 E N .. •G`rF2 Turner FL PE # 58201 TURNER ENGINEERING & 2 UPDATED SIZES PER NEW TEST REPORTS. 2018-06-06 CONSULTING, INC. No 5820g r 13:36+19:00 3 UPDATE ANCHOR NOTES C * ; * * C 1239J BARA AVE. 4 ADDED SIZE TO SIZE CHART. a1 :D,,= NORTH PORT, FL 34288 STATE OF ZU: PH. 941-380-1574 5 ADDED SIZE TO SIZE .HART O"n ORyQP' MIN. EDGE DIST.. SEE NOTE 2 CONCRETE MASONRY SILICONE CAULK MIN. EMBED. EXT. PERIMETER) . `.,.. f._ SEE NOTE 2 INSTALLATION ANCHOR, SEE NOTE 2 1/4' MAX. SHIM SIUCONE CAULK SILICONE CAULK SILL INTERIOR) SILL EXTERIOR) 1X WOOD BUCK CONCRETEMASONRY C 1X WOOD BUCK e' Iq+ ( INT. E CAULK 1X WOOD BUCK Ir'iilR (INT. PERIMETER) 1/4" MAX. SHIM CONCRETE MASONRY ';.. HEAD INSTALLATION ANCHOR, SEE NOTE 2 MIN. EDGE DIS SEE NOTE 2 DATE T.D.D. SILICONE CAULK INT. PERIMETER) 1/4" MAX. SHIM INSTALLATION ANCHOR, SEE NOTE 2 f \l SILICONE CAULK MIN. EMBED. (EXT. PERIMETER) SEE NOTE 2 T) JAMB NOTES: 1. This installation has been evaluated for use in locations adhering to the Florida Building Code outside the HVHZ, 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. 2. For anchoring to solid uncracked concrete (min. compressive strength of 2000 psi), use 3/16" ITW Tapcons with 1" min. embedment and 1-1/8" min. edge distance. For anchoring to uncracked hollow or grout -filled concrete masonry units (conforming with strength requirements of ASTM C90, 117 PCF min. density), use 3/16" ITW Tapcons with 1" min, embedment and 2" min. edge distance. A minimum center-tocenter spacing of 3" shall be maintained between all ITW Tapcons in any direction. For anchoring to wood (Southern Pine or G=0.55 min.), use #10 wood screws with 1-3/8" min. embedment and 7/8" min. edge distance. 3. All interior and exterior perimeter surfaces of the window must be caulked. 4. Anchor type, size, spacing, embedment, and edge distance shall be as specified In these drawings. 5. Anchor embedment to substrate shall be beyond wall dressing or stucco. For masonry openings with wood bucks less than 1-1/2" thick, embedment shall be beyond wood bucks, if used, and into masonry substrate. Wood bucks with masonry are optional. 6. Wood or masonry openings, bucks, and buck fasteners, by others, shall be properly designed and installed to transfer wind loads to the structure. 7. 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. 8. 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. 9. When used in areas requiring impact protection, this product requires the use of approved impact resistant shutters or other external protection. 10. Sealing and Flashing by others should be applied using the ASTM E 2112 methodology appropriate for the opening into which the product is being installed. Overall water penetration resistance of the installed product is not addressed in this drawing and is the responsibility of others. 11. Glazing shall comply with ASTM E 1300-04 12. 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. 13. A wind load duration factor Cd = 1.6 was used for the analysis of wood screws only. 14. Products shall be constructed as specified in test reports B0681.01-501-47-rO, C3504.01-501-47-r0, C0835.01-501-47-rO, C3505.01-501-47-rO, C0837.01-10947-rO, C4260.01-109-47-rO, C4258.01-109-47-rO, C0826.01-309-47-rO, C6586.01-109-47-rO, D2908.01-501-47-rO and B7729.01-501-47-rl by Architectural Testing, Inc. DISCLOSURE STATEMENT this document is the property of Simonton Windows, which flans all proprietary and other right. to Its subject matter. his document Is provided to the recipient an the expressed idltbn that It Is not to be disclosed, reproduced In whole o rt, n used in conjunction with the design, manufacture or repair of good. for anyone other than Simonton Windows without Ito consent This restriction does not limit the recipiont'a rights to utilim information contained in this document which is properly obtained from another source. Dimensional Tolerances SIMON TON* Unless Otherwlae SoecIRed Ly w'' o n w s I Cochrane Avmue Pennsbom, WV 26415 Decimals Xt.03 XX t .01 XXX d:.005 Angles 0' 30 in. 9/13/2018 Florida Building Code Online a BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links Search loiida p Product Approval rUSER: Public Userr Product Approval Menu > Product or Application Search > Application List Search Criteria Refine Search I Code Version 2017 FL# Application Type ALL Product Manufacturer OALLCategoryALLSubcategory Application Status ALL Compliance Method Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL i— —---...._..--------- .............----- .... .......— - — Search_ Results - Applications FL# Type Manufacturer Validated By Statusl FL5179- Revision Simonton/Ply Gem Windows American Architectural i Approved R22 FL#: FL5179.10 Manufacturers Association History Model: 43-17 (214) 878-1642 Description: Profinish Contractor, PerfeXion Contractor Vinyl 2-Lite Horizontal Slider j Category: Windows Subcategory: Horizontal Slider Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. _Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: M, M ® Ed 11 Credit • Safe a SCCl12l , fM 'I£ Ics https://floridabuilding.org/pr/pr_app_lst.aspx 1/1 9/13/2018 Florida Building Code Online BCIS Home Log In User Registration Hot Topics ; Submit Surcharge Stats & Facts ? Publications Contact Us BCIS Site Map j Links Search dbpr?.'S3 Product Appro val USER: Public User s i1.#t".w."Y:t CMS S{i'WS Product AppMyal Menu > Product or Application Search > Application List > Application Detail FL # FL5179-R22 Application Type Revision Code Version 2017 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 Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Simonton/Ply Gem Windows 3948 Townsfair Way, Suite 200 Suite 200 Columbus, OH 43219 614)532-3596 luanne.harris@plygem.com Luanne Harris luanne.harris@plygem.com Luanne Harris 3948 Townsfair Way Suite 200 Columbus, OH 43219 614)532-3596 luanne.harris@simonton.com AAMA 1827 Walden Office Square Suite 550 Schaumburg, IL 60173 847)303-5664 webmaster@aamanet.org Windows Horizontal Slider Certification Mark or Listing American Architectural Manufacturers Association American Architectural Manufacturers Association Standard AAMA/WDMA/CSA 101/I.S.2/A440 Year 2008 hUps://floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgtQclh%2bCtWN68rWgpmbdQgLFGlfr7vlJRNBPwulk3lVPw%3d%3d 1/5 9/13/2018 Florida Building Code Online Product Approval Method Method 1 Option A Date Submitted 05/07/2018 Date Validated 05/09/2018 Date Pending FBC Approval Date Approved 05/20/2018 Summary of Products FL # Model, Number or Name I ... ....__....... 5179.1 07-09,07-10 and 07-20 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: 136x63 (+/-25 PSF), 148x48 & 84x63 (+/-30 PSF), 105x51 & 100x48 (+/-45 PSF), 84x48 (+/-55 PSF) 5179.2 07-09, 07-10, 07-20 and 07-75 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: 78x63 (+/-25 PSF), 73x51 (+/-50 PSF), 63x48 (+/-55 PSF), 78x72 (+/-20 PSF), 96x65 (+/-20 PSF) 5179.3 07-75 Limits of Use _ Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: 78x63 (+/-25 PSF), 78x63 (+/-40 PSF), 72x48 (+/-45 PSF), 63x48 (+/-55 PSF) 5179.4 07-75 Limits of Use Description Reflections 5500, Generations, Impressions 9800, PerfeXion Platinum Vinyl 3-Lite Endvent Slider Certification Agency Certificate FL5179 R22 C CAC 07-09 EV 100x48 R PG45.pdf FL5179 R22 C CAC 07-09 EV 105x51 R PG45.pdf FL5179 R22 C CAC 07-09 EV 136x63 R PG25.pdf FL5179 R22 C CAC 07-09 EV 148x48 R PG30.pLif FL5179 R22 C CAC 07-09 EV 84x48 R PG55.pdf FL5179 R22 C CAC 07-09 EV 84x63 R PG30.pdf FL5179 R22 C CAC 07-09-10-20 and 08-09-10-20 Waiver.pdf Quality Assurance Contract Expiration Date 06/05/2022 Installation Instructions FL5179 R22 II IN0226-R8 07-09 07-10 07-20 EV 1X.pdf FL5179 R22 II IN0227 07-09 07-10 07-20 EV 2X.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5179 R22 AE EvalReport-IN0226-R8.pdf Created by Independent Third Party: Yes Reflections 5500, Generations, Impressions 9800, PerfeXion Platinum Vinyl 2-Lite Horizontal Slider Certification Agency Certificate FL5179 R22 C CAC 07-09 HS 63x48 R PG55.pdf FL5179 R22 C CAC 07-09 HS 73x51 R PG50.pdf FL5179 R22 C CAC 07-09 HS 78x63 R PG25.pdf FL5179 R22 C CAC 07-09-10-20 and 08-09-10-20 Waiver.pdf FL5179 R22 C CAC 07-75 HS 78x72 R PG20.pdf FL5179 R22 C CAC 07-75 HS 96x65 R PG20.pdf FL5179 R22 C CAC ACP-05 SIM 07-75 DH HS PW frame 07- 09.pdf Quality Assurance Contract Expiration Date 04/25/2022 Installation Instructions FL5179 R22 II IN0137 07-09 07-10 07-20 SL 2X.pdf FL5179 R22 II IN0259-R9 07-09 07-10 07-20 07-75 SL 1X.Off Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5179 R22 AE EvalReport-IN0259-R9.pdf Created by Independent Third Party: Yes 6500 VantagePointe, 5500 Reflections Vinyl 2-Lite Horizontal Slider Certification Agency Certificate FL5179 R22 C CAC 07-75 HS 63x48 R PG55.pdf FL5179 R22 C CAC 07-75 HS 72x48 R PG45.pdf FL5179 R22 C CAC 07-75 HS 78x63 R PG25.pdf FL5179 R22 C CAC 07-75 HS 78x63 R PG40.pdf Quality Assurance Contract Expiration Date 10/15/2022 Installation Instructions FL5179 R22 II IN0224-R7 75-75 SL 1X.pdf FL5179 R22 II IN0225 07-75 SL 2X.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5179 R22 AE EvalReport-IN0224-R7.pdf Created by Independent Third Party: Yes 6500 VantagePointe, 5500 Reflections Vinyl 3-Lite Endvent Slider Certification Agency Certificate https://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgtQclh%2bCtWN68rWgpmbdQgLFGlfr7vlJRNBPwulk3lVPw%3d%3d 2/5 9/13/2018 Florida Building Code Online Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: 136x63 (+/-25 PSF), 84x63 (+/-30 PSF), 110x63 40 PSF), 100x48 (+/-45 PSF), 84x48 (+/-55 PSF) FL5179 R22 C CAC 07-75 EV 100x48 R PG45.pdf FL5179 R22 C CAC 07-75 EV 110x63 R PG40.pdf FL5179 R22 C CAC 07-75 EV 136x63 R PG25 pdf FL5179 R22 C CAC 07-75 EV 8448 R PG55.pdf FL5179 R22 C CAC 07-75 EV 84x63 R PG30.pdf Quality Assurance Contract Expiration Date 10/15/2022 Installation Instructions FL5179 R22 II IN0144-R10 75-75 EV 1X.pdf FL5179 R22 II IN0145 07-75 EV 2X.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5179 R22 AE EvalReport-IN0144-R10.pdf Created by Independent Third Party: Yes 5179.5 41-18 Profinish BrickMould 300, PerfeXion BM 300 Vinyl 2-Lite Horizontal Slider Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30/-30 Other: 73x63 Certification Agency Certificate FL5179 R22 C CAC 41-18 HS 73x63 R30.pdf Quality Assurance Contract Expiration Date 09/12/2021 Installation Instructions FL5179 R22 II IN0234 41-18 SL 2X.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5179.6 42-19 Profinish Brickmould 600, PerfeXion BM 600 Vinyl 2-1-ite Horizontal Slider Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: 78x63 & 69x65 (+/-25 PSF), 72x54 (+/-30 PSF), 72x36 (.+/-40 PSF), 60x52 (+/-45 PSF) Certification Agency Certificate FL5179 R22 C CAC 42-19 HS 60x52 R PG45 (ext.)_pdf FL5179 R22 C CAC 42-19 HS 69x65 R PG25 (ext.)_pdf FL5179 R22 C CAC 42-19 HS 72x36 R PG40 (ext.)_pdf FL5179 R22 C CAC 42-19 HS 72x54 R PG30 (ext.)_pdf FL5179 R22 C CAC 42-19 HS 78x63 R PG25 (ext.)_pdf Quality Assurance Contract Expiration Date 10/26/2019 Installation Instructions FL5179 R22 II IN0152 42-19 SL 2X.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5179.7 42-19 Profinish Brickmould 600, PerfeXion BM 600 Vinyl 3-Lite Endvent Slider Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +40/-40 Other: 84x36 Certification Agency Certificate FL5179 R22 C CAC 42-19 EV 84x36 R PG40 (ext.):pd Quality Assurance Contract Expiration Date 12/07/2019 Installation Instructions FL5179 R22 II IN0153 42-19 EV 2X.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5179.8 43-06 and 43-17 6060 VantagePointe, Profinish Builder, ProFinish Contractor, ProFinish Master, PerfeXion Contracor, PerfeXion Builder Vinyl 2-Lite Horizontal Slider Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: 72x63 (+/-30 PSF), 72x48 (+/-35 PSF), 72x72 (+/- 20 PSF) Certification Agency Certificate FL5179 R22 C CAC 43-06 HS 72x63 R30.pdf FL5179 R22 C CAC 43-06 HS (Finless) 72x63 R PG30.pdf FL5179 R22 C CAC 43-06 HS 72x48 R35 (ext.)_pdf FL5179 R22 C CAC 43-06 HS 72x72 R20 (ext.)_pdf FL5179 R22 C CAC 43-17 HS 7202 R PG20.pdf FL5179 R22 C CAC 43-17 to 43-06 Waiver.pdf Quality Assurance Contract Expiration Date 03/08/2021 Installation Instructions FL5179 R22 II IN0142 43-06 43-17 SL 2X.pdf FL5179 R22 II IN0260-R6 43-06 SL 1X.pd Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5179 R22 AE EvalReport-IN0260-R6.pdf Created by Independent Third Party: Yes https://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgtQclh%2bCtWN68rWgpmbdQgLFGlfr7vlJRNBPwulk3lVPw°/`3d%3d 3/5 9/13/2018 Florida Building Code Online 5179.9 43-06 and 43-17 6060 VantagePointe, Profinish Builder, ProFinish Contractor, ProFinish Master, PerfeXion Contractor, PerfeXion Builder Vinyl 3-Lite Endvent Slider Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5179 R22 C CAC 43-06 EV (Finless) 96x63 R PG30.pdf FL5179 R22 C CAC 43-06 EV 96x63 R PG30 (ext.)_pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FL5179 R22 C CAC 43-17 to 43-06 Waiver.pdf Design Pressure: +30/-30 Quality Assurance Contract Expiration Date Other:96x63 09/07/2019 Installation Instructions FL5179 R22 II IN0170 43-06 43-17 EV 2X.pdf FL5179 R22 II IN0269-R6 43-06 EV 1X.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports F ~ FL5179 R22 AE EvalReport-IN0269-R6.pdf Created by Independent Third Party: Yes 5179.10 43-17 Profinish Contractor, PerfeXion Contractor Vinyl 2-Lite Horizontal Slider Limits of Use/ Certification Agency Certificate Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact -'Resistant: No Deign Pressure: N/A FL5179 R22 C CAC 43-17 HS 72x48 R35.pdf FL5179 R22 C CAC 43-17 HS 72x63 R30 (ext)_pdf Quality Assurance Contract Expiration Date 08/02/2020 Other: 72x63 (+/-30 PSF), 72x48 (+/-35 PSF) Installation Instructions FL5179 R22 II IN0141 43-17 SL 2X.pdf FL5179 R22 II IN0262-R6 43-17 SL 1X.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5179 R22 AE EvalReport-IN0262-R6.pdf Created by Independent Third Party: Yes 5179.11 43-35 and 43-40 Reflections 5050, 6100 VantagePointe, Asure, PerfeXion Gold, PerfeXion Silver Vinyl 2-Lite Horizontal Slider Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5179 R22 C CAC 43-35 HS 72x36 R35 (ext.).pdf FL5179 R22 C CAC 43-35 HS 72x54 R PG30.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FL5179 R22 C CAC 43-35 HS 78x63 R PG25.pdf Design Pressure: N/A FL5179 R22 C CAC 43-40 HS 69x65 R25.pdf Other: 69x65 (+/-25 PSF), 78x63 (+/-25 PSF), 72x54 (+/-30 FL5179 R22 C CAC 43-40 HS 72x36 HS R40.pdf PSF), 72x36 (+/-35 PSF), 72x36 (+/-40) FL5179 R22 C CAC 43-40 HS 72x54 R PG30.pdf FL5179 R22 C CAC 43-40 HS 78x63 R-PG25.pdf Quality Assurance Contract Expiration Date 01/25/2021 Installation Instructions FL5179 R22 II IN0138-R8 43-35 43-40 SL 1X.pdf FL5179 R22 II IN0139-R13 43-35 43-40 SL 2X.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5179 R22 AE EvalReport-IN0138-R8.pdf Created by Independent Third Party: Yes 5179.12 43-35 and 43-40 Reflections 5050, 6100 VantagePointe, Asure, PerfeXion Gold, PerfeXion Silver Vinyl 3-Lite Endvent Slider Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5179 R22 C CAC 43-35 EV 84x36 R35 (ext.)_pdf FL5179 R22 C CAC 43-40 EV 84x36 R-PG40.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: N/A 01/23/2021 Other: 84x36 (+/-35 PSF), 84x36 (+/-40 PSF) Installation Instructions FL5179 R22 II IN0146-R8 43-35 43-40 EV 1X.pdf FL5179 R22 II IN0147 43-35 43-40 EV 2X,pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5179 R22 AE EvalReport-IN0146-R8.pdf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtQclh%2bCtWN68rWgpmbdQgLFGlfr7vlJRNBPwulk3lVPw%3d%3d 4/5 MODEL DESIGNATION: Simonton Horizontal Slider Series 43-17 Vinyl Window MAXIMUM OVERALL NOMINAL SIZE: See Size Chart DESIGN PRESSURE RATING: See Size Chart USABLE CONFIGURATIONS: OX or XO GENERAL DESCRIPTION: The head, sill, and side jambs are extruded PVC. The wall thickness through which the anchor screw penetrates is a minimum of 0.120". TABLE 1: INSTALLATION FASTENERS TABLE ID SUBSTRATE TYPE ANCHOR TYPE MIN. EMBED MIN EDGEDISTANCE A CONCRETE (2 KSI MIN.) 3/16" ITW TAPCON 1-1/2" 1-1/8" B HOLLOW OR GROUT -FILLED CMU 3 16"ITW TAPCON 1" 2" IN. 117 PCF MIN.) C 2X MIN. SOUTHERN PINE WOOD 3/16" ITW TAPCON 1-3/8" 7/8" G=0.55 D 2X MIN SOUTHERN PINE WOOD 10 WOOD SCREW 1-3/8" 7/8" G=0.55 E 16 GAUGE 0.060 MIN. STEEL 10-16 ITW TEKS FULL THREAD 1/2" STUD 33KSI YIELD MIN. SELF -DRILLING SCREW F 1 8 ALUM. 6063-T5 MIN. OR 10 GRADE 5 SELF -TAPPING FULL THREAD 1/2" 1 8" STEEL 36 KSI MIN. DRILLING SCREW SIZE CHART OVERALL SIZE DP RATING 72" 63" 30 PSF 72' 1 48" 35 PSF Lucas Turner 2017-11-28 13:50+19:00 1;f '; 11/28/2017 LUCAS A TURNER, P.E. FL PE # 58201 TURNER ENGINEERING & CONSULTING, INC. COA (1 29779) 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 011 NA ,gilt SUBSTRATES BY OTHERS SILICONE CAULK SILICONE CAULK MAX. SHIM 1/4" MAX. SHIM SILICONE CAULK SILICONE CAULK SUBSTRATES BY OTHERS SUBSTRATES J BY OTHERS SILICONE CAULK 1 SILL G JAMB REVISIONS: IREVISED BY1 DATE 3 NOV^•15 B 1- .....--.. ..,......... T.D.D. 12/06/11 4 UPDATED PER NEW TESTING. T.D.D. 03/19/14 3 ADDED MIN. EDGE DIST. NOTE B.J.S. 06/19/15 6 .—ra.-c LMH 11/27/17 1 HEAD 1 MIN. EMBED., SEE TABLE 1 INSTALLATION SILICONE CAULK FASTENERS SEE TABLE 1 r 1/4' MAX. SHIM MIN. EDGE DIST., SEE TABLE 1 NOTES: 1. This installation has been evaluated for use in locations adhering to the Florida Building Code outside the HVHZ, 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. 2. All interior and exterior perimeter surfaces of the window must be caulked. 3. Anchor type, size, spacing, embedment, and edge distance shall be as specified in these drawings. Use appropriate anchorage from Table 1 according to substrate type. A minimum center -to -center spacing of 3" shall be maintained between all ITW Tapcons in any direction. 4. Anchor embedment to substrate shall be beyond wall dressing or stucco. For masonry openings with wood bucks less than 1-1/2" thick, embedment shall be beyond wood bucks, if used, and into masonry substrate. Wood bucks with masonry are optional. 5. Wood or masonry openings, bucks, and buck fasteners, by others, shall be properly designed and installed to transfer wind loads to the structure. 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 114". Shims shall be load -bearing and capable of transferring bads to the substrate. 8. When used in areas requiring impact protection, this product REQUIRES 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 product Is being installed. Overall water penetration resistance of the installed product is not addressed in this drawing and is the responsibility of others. 10. Glazing shall comply with ASTM E 1300, 11. 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. 12. A wind load duration factor Cd = 1.6 was used for the analysis of woad screws only. 13. Products shall be constructed as specified in test reports ATI-B2266.01-501-47 and ATI-CZ265.01-10947-r0. 14. Designation'X" and "0" stand for the following: X: Operable Panel 0: Fixed Panel 15. 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, damaged wood, wood fibers, grease, ail din, 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. 16.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 Gear 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. DISCLOSDRE STATEMENT SIMON TON- This document Is the property of Simonton Whdows, which MS FINISH: Dimensional Tolerances DRAWN 07 retains all proprietary and other rights to its subject matter. Unless Otherwise SaeciRed w I ° o w s T.D.D. This document Is provided to the recipient on the expressed atxxnditlonthatItleriot to be disclosed, reproduced In whole or 1 Cochrane Avenue P-rmshom, NN 26415 ALLOY & TEMPER: CHECKED part, nor used In with the design, manufacture of repair of good. for anyone other than Simonton Windows Decimals Angles SCALE: HEFT: FIT 1 of 1 PR I without It. consent This restrkUon does not limit the a t 03SURFACEAREA: SERIES: recipient rights to utilize information contained in this 01Xt .01 0' 30 minamdocumentwhichispropertyobtainedhanothersource. INISH TREATMENT: X%X d: 4}77 HORIZONTAL SLIDER TITLE: ILE: FL 5179.10 IX BUCK INSTALLATION 8/23/2018 Florida Building Code Online Id 01 BCIS Home Log In ( User Registration j Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map { Links Search Florida o'a ,Product Approval pr USER: Public User Product Approval Menu > Product or Application Search > Application List Search Criteria Code Version 2017 FL# Application Type ALL Product Manufacturer Category ALL Subcategory Application Status ALL Compliance Method Quality Assurance Entity ALL Quality Assurance Entity Contract Expired Product Model, Number or Name ALL Product Description Approved for use in HVHZ ALL Approved for use outside HVHZ Impact Resistant ALL Design Pressure Other ALL Search Results - Applications FL# Typg Manufacturer :Validated By FL5179- ( Revision Simonton/Ply Gem Windows ( American Architectural R22 FL#: FL5179.3 Manufacturers Association History Model: 07-75 i (214) 878-1642 Description: 6500 VantagePointe, 5500 Reflections Vinyl 2-Lite Horizontal Slider Category: Windows Subcategory: Horizontal Slider Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 Refine Search 5179.3 ALL ALL ALL ALL ALL ALL Status Approved The State of Florida is an AA/EEO employer. copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: W ® WE Cre'dit Card Safe s ctt,naat~i res https://floridabuilding.org/pr/pr_app_lst.aspx 1/1 8/23/2018 Florida Building Code Online BCIS Home I Log In User Registration ( Hot Topics 1 Submit Surcharge Stats & Facts I Publications j Contact Us BCIS Site Map I Links j Search Flodda g- j,Product Approval or :-USER: Public User Em f z v,'re» r-raa Jrv;rrz Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL5179-R22 Application Type Revision Code Version 2017 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 Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Simonton/Ply Gem Windows 3948 Townsfair Way, Suite 200 Suite 200 Columbus, OH 43219 614)532-3596 luanne.harris@plygem.com Luanne Harris luanne.harris@plygem.com Luanne Harris 3948 Townsfair Way Suite 200 Columbus, OH 43219 614)532-3596 luanne.harris@simonton.com AAMA 1827 Walden Office Square Suite 550 Schaumburg, IL 60173 847)303-5664 webmaster@aamanet.org Windows Horizontal Slider Certification Mark or Listing American Architectural Manufacturers Association American Architectural Manufacturers Association Standard AAMA/WDMA/CSA 101/I.S.2/A440 Year 2008 https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtQclh%2bCtWN68rWgpmbdQgLFGlfr7vlJRNBPwulk3lVPw%3d%3d 1/5 8/23/2018 Florida Building Code Online Product Approval Method Method 1 Option A Date Submitted 05/07/2018 Date Validated 05/09/2018 Date Pending FBC Approval Date Approved 05/20/2018 Summary of Products FL # Model, Number or Name Description 5179.1 07-09, 07-10 and 07-20 Reflections 5500, Generations, Impressions 9800, PerfeXion Platinum Vinyl 3-Lite Endvent Slider Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5179 R22 C CAC 07-09 EV 100x48 R PG45.pdf FL5179 R22 C CAC 07-09 EV 105x51 R PG45.pdfApprovedforuseoutsideHVHZ: Yes FL5179 R22 C CAC 07-09 EV 136x63 R PG25.pdfImpactResistant: No FL5179 R22 C CAC 07-09 EV 148x48 R PG30.pdfDesignPressure: N/A FL5179 R22 C CAC 07-09 EV 84x48 R PG55.pdfOther: 136x63 (+/-25 PSF), 148x48 & 84x63 (+/-30 PSF), 105x51 & 100x48 (+/-45 PSF), 84x48 (+/-55 PSF) FL5179 R22 C CAC 07-09 EV 84x63 R PG30.pdf FL5179 R22 C CAC 07-09-10-20 and 08-09-10-20 Waiver.pdf Quality Assurance Contract Expiration Date 06/05/2022 Installation Instructions FL5179 R22 II IN0226-R8 07-09 07-10 07-20 EV 1X.pdf FL5179 R22 II IN0227 07-09 07-10 07-20 EV 2X.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5179 R22 AE EvalReport-IN0226-R8.pdf Created by Independent Third Party: Yes 5179.2 07 09, 07-10, 07-20 and 07-75 Reflections 5500, Generations, Impressions 9800, PerfeXion Platinum Vinyl 2-Lite Horizontal Slider Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5179 R22 C CAC 07-09 HS 63x48 R PG55.pdf Approved for use outside HVHZ: Yes FL5179 R22 C CAC 07-09 HS 73x51 R PG50.pdf Impact Resistant: No FL5179 R22 C CAC 07-09 HS 78x63 R PG25.pdf Design Pressure: N/A FL5179 R22 C CAC 07-09-10-20 and 08-09 -10 -20 Waiver.pdfOther: 78x63 (+/-25 PSF), 73x51 (+/-50 PSF), 63x48 (+/-55 PSF), 78x72 (+/-20 PSF), 96x65 (+/-20 PSF) FL5179 R22 C CAC 07-75 HS 78x72 R PG20.pdf FL5179 R22 C CAC 07-75 HS 96x65 R PG20.pdf FL5179 R22 C CAC ACP-05 SIM 07-75 DH HS PW frame 07- 09.pdf Quality Assurance Contract Expiration Date 04/25/2022 Installation Instructions FL5179 R22 II IN0137 07-09 07-10 07-20 SL 2X.pdf FL5179 R22 II IN0259-R9 07-09 07-10 07-20 07-75 SL 1X.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5179 R22 AE EvalReport-IN0259-R9.pdf Created by Independent Third Party: Yes 5179.3 07-75 6500 VantagePointe, 5500 Reflections Vinyl 2-Lite Horizontal Slider Limits of se Certification Agency Certificate pprov d for use in HVHZ: No FL5179 R22 C CAC 07-75 HS 63x48 R PG55.pdf A ved for use outside HVHZ: Yes FL5179 R22 C CAC 07-75 HS 72x48 R PG45.pdf Impact Resistant: No FL5179 R22 C CAC 07-75 HS 78x63 R PG25.pdf Design Pressure: N/A FL5179 R22 C CAC 07-75 HS 78x63 R PG40.pdf Other: 78x63 (+/-25 PSF), 78x63 (+/-40 PSF), 72x48 (+/-45 Quality Assurance Contract Expiration Date PSF), 63x48 (+/-55 PSF) 10/15/2022 Installation Instructions FL5179 R22 II IN0224-R7 75-75 SL 1X.pdf FL5179 R22 II IN0225 07-75 SL 2X.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5179 R22 AE EvalReport-IN0224-R7.pdf Created by Independent Third Party: Yes 5179.4 07 75 6500 VantagePointe; 5500 Reflections Vinyl 3-Lite Endvent Slider Limits of Use Certification Agency Certificate https://floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgtQclh%2bCtWN68rWgpmbdQgLFG]fr7vlJRNBPwulk3iVPw%3d%3d 2/5 8/23/2018 Florida Building Code Online Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: 136x63 (+/-25 PSF), 84x63 (+/-30 PSF), 110x63 40 PSF), 100x48 (+/-45 PSF), 84x48 (+/-55 PSF) FL5179 R22 C CAC 07-75 EV 100x48 R PG45.pdf FL5179 R22 C CAC 07-75 EV 110x63 R PG40.pdf FL5179 R22 C CAC 07-75 EV 136x63 R PG25.pdf FL5179 R22 C CAC 07-75 EV 84x48 R PG55.pdf FL5179 R22 C CAC 07-75 EV 84x63 R PG30.pdf Quality Assurance Contract Expiration Date 10/15/2022 Installation Instructions FL5179 R22 II IN0144-R10 75-75 EV 1X.pdf FL5179 R22 II IN0145 07-75 EV 2X.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5179 R22 AE EvalReport-IN0144-R10.pdf Created by Independent Third Party: Yes 5179.5 41-18 Profinish Brickmould 300, PerfeXion BM 300 Vinyl 2-Lite Horizontal Slider Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5179 R22 C CAC 41-18 HS 73x63 R30.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/12/2021 Design Pressure: +30/-30 Installation Instructions Other: 73x63 FL5179 R22 II IN0234 41-18 SL 2X.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5179.6 42 19 Profinish BrickMould 600, PerfeXion BM 600 Vinyl 2-Lite Horizontal Slider Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5179 R22 C CAC 42-19 HS 60x52 R PG45 (ext.).pdf FL5179 R22 C CAC 42-19 HS 69x65 R PG25 (ext.).pdfApprovedforuseoutsideHVHZ: Yes FL5179 R22 C CAC 42-19 HS 7206 R PG40 (ext.)_pdfImpactResistant: No FL5179 R22 C CAC 42-19 HS 72x54 R PG30 (ext.).pdfDesignPressure: N/A FL5179 R22 C CAC 42-19 HS 78x63 R PG25 (ext.)_pdfOther: 78x63 & 69x65 (+/-25 PSF), 72x54 (+/-30 PSF), Quality Assurance Contract Expiration Date7206 (+/-40 PSF), 60x52 (+/-45 PSF) 10/26/2019 Installation Instructions FL5179 R22 II IN0152 42-19 SL 2X.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5179.7 42-19 Profinish Brickmould 600, PerfeXion BM 600 Vinyl 3-Lite Endvent Slider Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5179 R22 C CAC 42-19 EV 84x36 R PG40 (ext.),pdf Quality Assurance Contract Expiration DateApprovedforuseoutsideHVHZ: Yes Impact Resistant: No 12/07/2019 Design Pressure: +40/-40 Installation Instructions Other: 84x36 FL5179 R22 II IN0153 42-19 EV 2X.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5179.8 43-06 and 43-17 6060 VantagePointe, Profinish Builder, ProFinish Contractor, Pro Finish Master, PerfeXion Contracor, PerfeXion Builder Vinyl 2-Lite Horizontal Slider Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5179 R22 C CAC 43-06 HS 72x63 R30.pdf Approved for use outside HVHZ: Yes FL5179 R22 C CAC 43-06 HS (Finless) 72x63 R PG30.pdf FL5179 R22 C CAC 43-06 HS 72x48 R35 (ext.)_pdfImpactResistant: No FL5179 R22 C CAC 43-06 HS 72x72 R20 (ext.)_pdfDesignPressure: N/A FL5179 R22 C CAC 43-17 HS 72x72 R PG20.pdfOther: 72x63 (+/-30 PSF), 72x48 (+/-35 PSF), 72x72 (+/- 20 PSF) FL5179 R22 C CAC 43-17 to 43-06 Waiver.pdf Quality Assurance Contract Expiration Date 03/08/2021 Installation Instructions FL5179 R22 II IN0142 43-06 43-17 SL 2X.pdf FL5179 R22 II IN0260-R6 43-06 SL 1X.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5179 R22 AE EvalReport-IN0260-R6.pdf Created by Independent Third Party: Yes https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtQclh%2bCtWN68rWgpmbdQgLFGifr7vlJRNBPwulk3lVPw%3d%3d 3/5 8/23/2018 Florida Building Code Online 5179.9 43-06 and 43-17 6060 VantagePointe, Profinish Builder, ProFinish Contractor, ProFinish Master, PerfeXion Contractor, PerfeXion Builder Vinyl 3-Lite Endvent Slider Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5179 R22 C CAC 43-06 EV (Finless) 96x63 R PG30.pdf FL5179 R22 C CAC 43-06 EV 96x63 R PG30 (ext. )_pdfApprovedforuseoutsideHVHZ: Yes FL5179 R22 C CAC 43-17 to 43-06 Waiver.pdfImpactResistant: No Design Pressure: +30/-30 Quality Assurance Contract Expiration Date Other:96x63 09/07/2019 Installation Instructions FL5179 R22 II IN0170 43-06 43-17 EV 2X.pdf FL5179 R22 II IN0269-R6 43-06 EV 1X.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5179 R22 AE EvalReport-IN0269-R6.pdf Created by Independent Third Party: Yes 5179.10 43 17 Profinish Contractor, PerfeXion Contractor Vinyl 2-Lite Horizontal Slider Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5179 R22 C CAC 43-17 HS 72x48 R35.pdf Approved for use outside HVHZ: Yes FL5179 R22 C CAC 43-17 HS 72x63 R30 (ext),pp f Quality Assurance Contract Expiration DateImpactResistant: No Design Pressure: N/A 08/02/2020 Other: 72x63 (+/-30 PSF), 72x48 (+/-35 PSF) Installation Instructions FL5179 R22 II IN0141 43-17 SL 2X.pdf FL5179 R22 II IN0262-R6 43-17 SL 1X.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5179 R22 AE EvalReport-IN0262-R6.pdf Created by Independent Third Party: Yes 5179.11 43-35 and 43-40 _ Reflections 5050, 6100 VantagePointe, Asure, PerfeXion Gold, PerfeXion Silver Vinyl 2-Lite Horizontal Slider Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5179 R22 C CAC 43-35 HS 72x36 R35 (ext.)_pp-df FL5179 R22 C CAC 43-35 HS 72x54 R PG30.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FL5179 R22 C CAC 43-35 HS 78x63 R PG25.pdf Design Pressure: N/A FL5179 R22 C CAC 43-40 HS 69x65 R25.pdf Other: 69x65 (+/-25 PSF), 78x63 (+/-25 PSF), 72x54 (+/-30 FL5179 R22 C CAC 43-40 HS 72x36 HS R40.pdf PSF), 72x36 (+/-35 PSF), 72x36 (+/-40) FL5179 R22 C CAC 43-40 HS 72x54 R PG30,pdf FL5179 R22 C CAC 43-40 HS 78x63 R-PG25.pdf Quality Assurance Contract Expiration Date 01/25/2021 Installation Instructions FL5179 R22 II IN0138-R8 43-35 43-40 SL 1X.pdf FL5179 R22 II IN0139-R13 43-35 43-40 SL 2X.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5179 R22 AE EvalReport-IN0138-R8.pdf Created by Independent Third Party: Yes 5179.12 43-35 and 43-40 Reflections 5050, 6100 VantagePointe, Asure, PerfeXion Gold, PerfeXion Silver Vinyl 3-Lite Endvent Slider Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5179 R22 C CAC 43-35 EV 84x36 R35 (ext ),.pdf FL5179 R22 C CAC 43-40 EV 84x36 R-PG40.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: N/A 01/23/2021 Other: 84x36 (+/-35 PSF), 8406 (+/-40 PSF) Installation Instructions FL5179 R22 II IN0146-R8 43-35 43-40 EV 1X.pdf FL5179 R22 II IN0147 43-35 43-40 EV 2X.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5179 R22 AE EvalReport-IN0146-R8.pdf Created by Independent Third Party: Yes M-EmI Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 8SO-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), https://floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgtQclh%2bCtWN68rWgpmbdQgLFGlfr7vlJRNBPwulk3lVPw%3d%3d 4/5 MODEL DESIGNATION: Simonton Horizontal Slider Series 75-75 / 07-09 / 07-10 / 07-20 / 07-75 / 75-09 Vinyl Window MAXIMUM OVERALL NOMINAL SIZE: See Size Chart Lucas Turner DESIGN PRESSURE RATING: See Size Chart 2017-11-28 USABLE CONFIGURATIONS: XX 13:51+19:00 GENERAL DESCRIPTION: The head, sill, and side jambs are extruded PVC. The wall thickness through which the anchor screw penetrates is o minimum of 0.070". N STATE. OF SUBSTRATES BY OTHEF SILICONE CAULK SEE NOTES 15 & 16 REV. REVISIONS: REVISED BY. DATE: zz UI N AL C AN 11/27/2017 3 T.D.D. 03/16/10 LUCAS A. TURNER, P.E. ` U N W N AN A T.D.D. 12/OS/11 FL PE jj 58201 NOTES 15 & 16. TURNER ENGINEERING & 5 UPDATED SIZES PER NEW TESTING. T.D.D. 03/19/14 CONSULTING. INC. 6 ADDED MIN. EDGE DIST. NOTE. B.J.S. 06/19/15 COA K 29779) 1239 JABARA AVE. 7 CHART. & LMH 11/27/17 NORTH PORT, FL 34288 PH. 941-380-1574 1 HEAD 1 SILICONE CAULK SEE NOTES 15 & 16 I" MAX. SHIM MIN. EMBED. SEE TABLE 1, SHEET 2 SUBSTRATES BY OTHERS SILICONE CAULK 4SEE NOTES 15 & 16 INSTALLATION FASTENERS/4" MAX.SHIM SEE TABLE 1, SHEET 2 MIN. EDGE DIST. SEE TABLE 1, SHEET 2 1/4" MAX. SHIMSILICONECAULK SILICONE CAULK SILICONE C NOTES 15 & 16 SEE NOTES 15 & 16 SEE NOTES 15 & 16 1 JAMB W' MAX. OVERALL FRAME WIDTH I 3 SIZE CHART OVERALL SIZE O.C. SPACING DP RATING 78" 63" 18" 25 PSF 78" 63" 12" 40 PSF 72" 48" 10" 45 PSF 63" 48" 10" 55 PSF SUBSTRATES BY OTHERS DISCLOSUREIOSiR STATEMENTTAMNT This document is the property of Simonton wndars, which retains oll proprietary and other rights to its subject matter. This document is provided to the recipient on the expressed ondit'wn that It is not to be disdosed, reproduced in whale a Pori. nor used in conjunctlon with the design, manufacture or repair of goods for anyone other than Simonton Windows without its consent. This restriction does not limit the recipient's rights to utilize information contained in this document which is properly obtained from another source. 1 SILL SIMON TON* Dimensional Tolerances Unless Otherwise Specified ri/ ll// "' 1 N D o w s I Cochrane A—w Peunshnm. NN 26415 Decimals Angles SCALE: HEET. X t.03 FlT 1 of SERIES: - - XX t .01 0' 30 min. XXX f .005 07-75 / 75-09 / 75- TITLE: MODEL DESIGNATION: Simonton Horizontal Slider Series 07-75 / 07-09 / 07-10 / 07-20 / 75-09 Vinyl 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 ore extruded PVC. The wall thickness through which the anchor screw penetrates is o minimum of 0.070". TABLE 1: INSTALLATION FASTENERS TABLE T REV. REVISIONS: REVISED BY. DATE: tt// O RE W i, 7 3 UPDATED N AL T.D.D. O3/16/10 O: '.CENg••GrQVVF••'•y e LUCAS A. TURNER, P.E. FL PE # 58201 4 U A N W N AN A NOTES 15 & 16. T.D.D. 12/05/11 Zv ' No 58201 11 TURNER ENGINEERING & 5 UPDATED SIZES PER NEW TESTING. T.D.D. 03/19/14 CONSULTING, INC. COA jj 29779) 6 ADDED MIN. EDGE DIST. NOTE. B.J.S. 06/19/15 O - • it 1239 JABARA AVE. 7 ADDE A LMH 11/27/17 STATE OF NORTH PORT, FL 34288 PH. 941-380-1574 SIZE CHART. 0NA e G ID SUBSTRATE TYPE ANCHOR TYPE MIN. EMBED MIN EDGEDISTANCE A CONCRETE (2 KSI MIN.) 3/16" ITW TAPCON 1-1/2" 1-1/8" B HOLLOW OR GROUT -FILLED CMU 3 16" ITW TAPCON 1" 2" 117 PCF MIN. C 2X MIN. SOUTHERN PINE WOOD 3/16" ITW TAPCON 1-3/8" 7/8" c=D.ss D 2X MIN. SOUTHERN PINE WOOD 10 WOOD SCREW 1-3/8" 7/8" G=0.55 E 16 GAUGE 0.060 MIN. STEEL 10-16 ITW TEKS FULL THREAD 1/2" STUD 33K1I YIELD MIN. SELF -DRILLING SCREW F 1 8 ALUM. 6063-lb MIN. OR 10 GRADE 5 SELF -TAPPING FULL THREAD 1/2" 1 8" STEEL 36 KS MIN. DRILLING SCREW NOTES: 1. This installation has been evaluated for use in locations adhering to the Florida Building Code outside the HVHZ, 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. 2. All interior and exterior perimeter surfaces of the window must be caulked. 3. Anchor type, size, spacing, embedment, and edge distance shall be as specified in these drawings. Use appropriate anchorage from Table 1 according to substrate type. A minimum center -to -center spacing of 3" shall be maintained between all ITW Tapcons in any direction. 4. Anchor embedment to substrate shall be beyond wall dressing or stucco. For masonry openings with wood bucks less than 1-1/2" thick, embedment shall be beyond wood bucks, if used, and into masonry substrate. Wood bucks with masonry are optional. 5. Wood or masonry openings, bucks, and buck fasteners, by others, shall be properly designed and installed to transfer wind loads to the structure. 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 1116" exist between opening and frame. Max. shim stack is 1/4". Shims shall be load -bearing and capable of transferring loads to the substrate. B. When used in areas requiring impact protection, this product REQUIRES 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 product is being installed. Overall water penetration resistance of the installed product is not addressed in this drawing and is the responsibility of others. 10. Glazing shall comply with ASTM E 1300. 11. 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. 12. A wind load duration factor Cd = 1.6 was used for the analysis of wood screws only. 13. Products shall be constructed as specified in test reports ATI-D2299.01-501-47, ATI-D2300.01-50147-r1 and ATI-D2303.01-501-47-r1. 14. Designation "X" and "O" stand for the following: X: Operable Panel 0: Fixed Panel 15. 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, damaged wood, 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. 16.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. DISCLOSURE STATEMENT This document is the property of Simonton Windows, which retains all proprietary and other rights to its subject matter. This document is pr-ided to the recipient on the expressed ondition that it is not to be disclosed, reproduced in whole o part, nor used in conjunction with the design, manufacture or repair of goods for anyone other thon Simonton Windows without its consent. This restrictlon does not limit the ecipien is rights to utilize information contained in this document which is properly obtained from another source. Dimenslond Tolerances fir/' `SIMON TON' 66" Vn^ IN0224 Unless Otherwise So Ifi d LLL!!!/ w' I 1)1 s DRAWN BY: DATE I Cochrane .Avcnuc T.D.D. 01/ P—.,b... 54'V 26415 CHECKED BY: DATE Decimals Angles SCALE: SHEET: APPRVD BY: OATS X t .03 FIT 2 of 2 Xx i_ .01 0' 30 min. SERIES: XXx t .005 07-75 / 75-09 / 75-10 / 75-20 SLIDER TITLE: 1X BUCK INSTALLATION