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216 W 16 St - BR18-004622 - WINDOW REPLACEMENT2, ag" t1 • oep'x 1,%M7 Application No: - `i' 6 4a- PERMIT APPLICATION Documented Construction Value: $ 4,761.00 Job Address: 216 W 16th Street, Sanford, FL 32771-3420 Historic District: Yes [I No0 Parcel ID: 36-19-30-503-0000-0150 Residential X Commercial Type of Work: New Addition Alteration Repair X Demo Change of Use Move Description of Work: Replace eight windows 5 1Q. -fby- $ %1A, , C CWtroY»1 U314 QAX ZEK Nag 94CQ+2 4,4604acbr ma i nwa of as• &AI tsNGc wxllman 4 40. Plan Review Contact Person: Al Ari! S DPl Wk Title: Phone: W1 " 93 ,15 4 / Fax: Email: C W' n aouiS • C.0Property Owner Information Nam 8 n *- , ` (_ U-- Phone: 407-415-7241 Street: 212 W 16th Street City, State Zip: Sanford, FL 322771-3420 Resident of property?: No Contractor Information Name —` 11 G • Pc, o1X'_V- Street: ma bIwenm Aoa l .,Wt 8-11 City, State Zip: Y u An I R . 30 C6 Name: Street: City, St, Zip: Bonding Company: /v )A Address: Phone: 4-071790-1,5tlFax: State License No.: _C&G1SPQ'1o1OArchitect/ Engineer Information Phone: Fax: E- mail: Mortgage Lender: Address: N/ A N/ A 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 NOTICE: In addition to the requirements ofthis 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 permit 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. 11/09/2018 Signature of Owner/Agent Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Ft 6i%o t'.S 44k--- 1. a/s S Signature o ontractor/Agent Date otary-State of Florida Date Contractor/Agent is Personally Known to Me or Produced ID Type of ID VRermits c State of Florida KRo Public State of Florida than Meister BELOW IS FOR OFFICE USE ONLYd Nathan MeistercsionGG270281mmissionGG270281 jp6/2022 1Ill 8/2022 equired: Building Electrical Mechanical Plumbing Ga Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories:_ New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: - X:7 1-'9' IQ Altamonte Springs, Casselberry, sake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 1 I I hereby name and appoint: A nAWs W 061e. an agent of: %&Aew WIh&>AS M cIJNOo`rS 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): N, The specific permit and application for work located at: 2V,- ) J • 1A+h S+reA . SahCb r-A i r- treet Address) Expiration Date for This Limited Power of Attorney: 3 //S q License Holder Name: -muic CT State License Number: Signature of License H STATE OF FLORIDA COUNTY OF 1yx:,L The foregoing instrument was acknowledged before me this I day of oW+ bei, 200 IS , by b"'t • (S - go1x who is personally known to me or who has produced as identification and who did (did not) t a a Si atu' Notary Seal) 14ja414LngW4y Print or type name Lr Notary Public State of Florida Howard Nathan Meister Notary Public - State of F% 14 6— My Commission GG 270261Commission No. A70:4 IExpires11116/2022My CommissionExpires: 11 / 2 Rev. 08.12) Baxter Windows & Doors CONTRACT Energy Efficient Windows & Doors Phone:407-930-1599 102 Drennen Road, Suite 1311 Orlando, Florida 32806 www.BaxterWindows.com Customer Name: John Miller Phone(Cell): 407-415-7241 Install Address: 216 w. 16th st Lead Source: Angie's List City, State, Zip: Sanford , fl Email: John.l.miller43@gmail.com Simonton S050 Total , Labor and/or Building Code compliance;' , Total 2 Simonton 73UI 231.00 462.00 6 Simonton 93UI 252.00 1,512.00 8 Labor, based on units removed 152.00 1,216.00 1 Glass Tempering/Sash 71.00 71.00 8 Half Screens 36.00 288.00 8 Low E/Argon Gas, Energy Star 142.00 1,136.00 Extra items.a a to a ance due i needed Initial: Remove and Re -Install Blinds/Brackets $16.00 Rotten Wood/Lineal Foot R&R Plantation Shutters, Door Panels 28.00 17.00Simonton5500 R&R Plantation Shutters 105.00 Sliding.Pafio Doors: Simonton,,P.GT, Alside Total Specialty Windows: Simonton; Alside,, PGT Total GLASS BREAKAGE WARRANTYAND FOAM WRAP IS INCLUDED ON ALL WINDOWS. TOUCH UP PAINTING IS NOT INCLUDED. SIMONTON SPECIALTY WINDOWS" ARE SIZE LIMITED. ALTERNATE MANUFACTURER (ALSIDE) MAY BE REQUIRED FOR W" Sub Total $ $4,685.00 Permit & Fees ( Winter Park add 3%) of sub total $ $310.00 Angie's List-$234.00 Total $ $4,761.00 Deposit 50% $ $2,380.50 Ck# Balanced paid to installer upon completion $ $2,380.50 Ck# Larry Brace 11/8/2018 11/09/2018 Salesman Date Cane . _ Date By signing above, buyer acknowledges that he/she has read and understands all of the terms and condtions on the front and back of this contract. Failure to pay balance due upon Installation will result in a 5% late fee on balance due. Copyright©2012, H. Nathan Meister rev. v8.9 L(. nrr'. r;gwo Parcel Information Property Record Card Parcel: 36-19-30-503-0000-0150 Property Address: 216 W 16TH ST SANFORD, FL 32771 Value Summary Parcel 36-19-30-503-0000-0150 Owner(s) MILLER, SARAH L - Trustee Property Address 216 W 16TH ST SANFORD, FL 32771 Mailing 36 RAYMOND RD DEERFIELD, NH 03037-1521 _ i Subdivision Name THE OAKS Tax District S1-SANFORD DOR Use Code 01SINGLE FAMILY Exemptions O u A 62 63 Legal Description W 112 OF LOT 15 & ALL LOT 16 THE OAKS PB3PG25 Taxes 2019 Working 2018 Certified Values Values Valuation Method t Cost/Market Cost/Market Number of Buildings f 1 Depreciated Bldg Value i $33,251 31,991 Depreciated EXFT Value Land Value (Market) 22 725 22 725 Land Value Ag Just/Market Value 55,976 r $54 716 _ PortabilityAdj j___._ _,.m__— Save Our Homes Adj 0 so Amendment 1 Adj 0 1 $997 P& G Adj 0 0 Assessed Value 55,976 53,719 _A-- 1 s Tax Amount withoutSOH: $1,014.56 2018 Tax Bill Amount $1,014.56 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments 50 25125 50 50 j Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 55,976 E 0 4 55,976 Schools 55,976 0 55,976 City Sanford 55,976, 0 55,976 SJWM( Samt Johns Water Management) 55 976 0 a.. _..-.. 55 976 I County Bonds 55,976 0 € 55,976 Sales Description Date Book Page Amount Qualified Vac/Imp WARRANTY DEED 6/1/1998 03447 1248 35,000 = Yes Improved find Comparable Sales Land Method Frontage Depth J Units Units Price Land Value FRONT FOOT &DEPTH 75.00 145.00 ( 0 $300.00 $22,725 Building Information Description Year Built Fixtures Bed Bath Base Area Total SF Living SF Ext Wall Adj Value Repl Value Appendages Actual/Effective 1 ' SINGLE 1945/1970 3 1 ` 1 0530 ' 551 j 530 i SIDING $33,251 i $46,182 FAMILY i GRADE 3 Description Area OPEN PORCH FINISHED 21.00 f 3 I i Permits Perini[ # Description Agency Amount CO Date Permit Date 01559 ; REMOVE EXISTING ROOF & INSTALL SHINGLES SANFORD $1,554 j ! 3/1/1999 Permit data doesnot originate rrom the Seminole County PropertyAppralnrs ofllce. Fordetails or question, concerning s permit, pisno contact thebuilding department ofthetas districtInwhich the propsrty Is1, catsd. Extra Features Year Built Units Value New Cost No Extra Featuresrt rant Of The Circuit Court & omptroll Seminole FILerkInt # 0181y331i75 Book 9253 Page:1 64; (1 PAGES)fRCD 11/27/2018 County, 1037:55 AM REC FEE $10.00 THIS INSTRUMENT PREPARED BY: Name: _ John L. Miller Address: _ _ 212 6th Street San or . FL 32771-3420 NOTICE OF COMMENCEMENT State of Florida County of Seminole Permit Number: TiFi O C'l CIAN N1,6LODY r rBy Parcel10 Number. 36-19-30-503-0000-0150 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 in this Notice of Commencement. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) OWNER INFORMATION O Ki #, t_`fName: J l Address: L t f® W- ! W'- 1 Fee Simple Title Holder (if other than owner) Address: fv42! %JVC*V IYMM ha jld 9.LL r lJr'7QI ltlD f t'C. Jd 0 C.1 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)(b), Florida Statutes. Name: John L. Miller Address: 212 W 16th Street Sanford FL 32771-3420 In addition to himself,- Owner Designates of Xi haL" 00y'S To receive a copy of the Lienor's Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date ofNoticeof Csnt (The expiration date is 1 year from date of recording unless a different date is specified). 33 WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE 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. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the bes of my knowledge and belief. John I.. Miller Ownee& Signature --._ Owner's Printed Name- Florida Statute 713.13(1)(g):' The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead' State of F ph t7L County of SP YY1iycLL _ . - The foregoing instrument was acknowledged before me this 1 Gday of AJ O uamj 1 ej A2 1 by J 0 h C: /mot I Who is personally known to me Name of person making statement OR who has produced identification 0type of identif Notary Public State of Florida Howard Nathan Meister My Commission GG 270281 4yd' Expires 11/18/2022 Baxter Windcaus 6 Boars; Energy Efficient Windows Doors 102 Drennen 'I 611 Et i f 40a. Site Address: a1+t W1nth 5+- bi-A t• 3 7`jl To Whom It May ConceFn: The Windows referenced for installation with the attached building permit paperwork all comply with current Energy Star requirements and building codes; 1. According to FBC, Section 5, June 30, 2017 and subsequent. 2. Requirements per 2017 FBC Energy Conservation R503.1.1.1, Table R402.1.2 with U- Factor maximum of 0.40 and SHGC maximum of 0.25 David G. Baxter, License Holder Baxter Windows LLC 102 Drennen Rd, Suite B11 Orlando FI 32806 407-930- 1599 RECORD COPY City 1" j 4 SanfordI E Building andd o Product Approval S i cification Form rSANF01;W) 1LD14,c Permit # # 18 - 4 6 -2 2 Project Location Address 06 W 6 10-h 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 Sliding REV EWED FOR CODE COMPu ICE _ ANFORD B jILDING DIVISION Sectional A PERMIT ISSUED SHALL BE CONSTRUE TO BEA- Roll Up PLANS EXAMINERLIGF-NbE:R EED WITH THE WORK AND NOT A Automatic ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL Other DATE. GODES, NOH SHALL I F A PERMIT PREVEN 2. Windows REQUIRING A CORRECTION OF ERRORS IN PLANS, Single Hung CONSTRUCI 10N OH VIULA I IONS OF THIS CODE Horizontal Slider Casement Double Hun m 115160 7,13 Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other l June 2014 1 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 I Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 2014 4 - 1;0 , 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 11 ,, tt r Applicant's Name AV 46Wa4,« Please Print) June 2014 A 1 Grids, I Quote d on uni ev. v8.9 co Cut Outs WINDOW MEASUREMENTS 2 6 1 2 3 4 5 6 7 a 9 is 11 12 13 14 15 16 17 18 19 2c NAME: Miller, ohn Sanfod# OF STORIES: 1 DATE: ######## TYPE OF CONSTRUCTION: Wood frame cottage ITYPE OF WINDOWS: DH 8 # OF WINDOWS: Re -Install Blinds/Brackets R&R Plantation Shutters, Door Panels only Exact Order Sizes usas s :g:^ 1 tr10a' w: ^ty®w i.all a0.3 Drawing CL "*LS Scr lve : Stucco: Brick: Other: • 5 4 -I <2 t--\ t'x Tp y Total 71.321 copyright©H. Nathan Meister, 2012 Extra items; 6.215 A, 6/27/2,018 Florida Building Code Online BCIS Home I Log In ( User Registration I Hot Topics ( Submit Surcharge { Stats & Facts I Publications I Contact Us 1 BCIS Site Map I Links I • Search i e FI da e-0 Product Approval USER: Public User Product Approval Ptanu >r Product or Application Search > Application List > Application Detail FL 41 FL5167-R27 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, Simonton/Ply Gem Windows Address/Phone/Email 3948 Townsfair Way, Suite 200 Suite 200 Columbus, OH 43219 614) 532-3596 luanne.harris@plygern.com Authorized Signature Luanne Harris luanne.harris@plygem.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 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 AAMA 450 AAMA/WDMA/CSA 101/I.S.2 A440 AAMA/WDMA/CSA 101/I.S.2 A440 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 04/13/2018 Date Validated 04/24/2018 Date Pending FBC Approval Date Approved 05/02/2018 Year 2010 200S 2008 https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtZMIu87g0KmCtAC9n EO%2bU7riJo6IJsUK4xcc5eOw61 nQ%3d%3d 1 /5 6/27/2018 Florida Building Code Online Other: 44x63 (+/-25 PSF), 46x84 (+/-25 PSF), 36x72 (+/-30 PSF), FL5167 R27 C CAC 43-35 DH 52x71 R35 (ext.)_pdf 48x80 (+/-35 PSF), 52x71 (+/-35 PSF) Quality Assurance Contract Expiration Date 01/24/2021 Installation Instructions FL5167 R27 II IN0105 43-35 DH 2X.pdf FL5167 R27 II IN0568-R3 43-35 DH 1X.Qdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL51.67 R27 AE EvalReoort-IN0568-R3.pd Created by Independent Third Party: Yes 5167.12 43-35 (Two -Step Sill) and 43-50 (Three- 6100 VantagePointe, Asure, PerfeXion SilverVinyl Double Hung Twin with Step Sill) Transom Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5167 R27 C CAC 43-35 DH Twin w Transom 73x111 R35 (gxt)_pdf FL5167 R27 C CAC 43-SO DH AAMA 450 R35 73x111 (ext.)_pdfApprovedforuseoutsideHVHZ: Yes Quality Assurance Contract Expiration DateImpactResistant: No Design Pressure: +35/-35 01/24/2021 Other: 73x111 Installation Instructions FL5167 R27 II INOS35 43-3SO43-50 DH Twin with Transom 2X.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5'167.13 43-40 and 43-45 Reflections 5050, Reflections 5300, 6100 VantagePointe, PerfeXion Gold Vinyl Double Hung Limits se Certification Agency Certificate A oved for use in HVHZ: No FLS167 R27 C CAC 43-40 DH 32x62 RSO.pdf Approved for use outside HVHZ: Yes FL5167 R27 C CAC 43-40 DH 36x63 R45.pdf Impact Resistant: No FL5167 R27 C CAC 43-40 DH 36x72 R30.pdf Design Pressure: N/A FL5167 R27 C CAC 43-40 DH 36x74 R50 Rdf Other: 36x72 (+/-30 PSF), 52x71 (+/-35 PSF), 48x80 (+/-35 PSF), FL5167 R27 C CAC 43-40 DH 44x63 R PG45.12d 36x63 (+/-45 PSF), 44x63 (+/-45 PSF), 32x62 (+/-50 PSF), 36x74 FL5167 R27 C CAC 43-40 DH 44x63 R35.p_df 50 PSF) FL5167 R27 C CAC 43-40 DH 48x80 R35.p-df 1`1_51.67 R27 C CAC 43-40 DH 52x71 R35.rdf FL5167 R27 C CAC 43-45 DH 52x71 R35.p-di FL5167 R27 C CAC 43-45 waiver to 43-40.p_f Quality Assurance Contract Expiration Date 09/12/2021 Installation Instructions FL5167 R27 II IN0432b 43-40 43-45 DH 2X.pdf FL5167 R27 II IN0434-R6 43-40 43-45 DH 1X.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5167 R27 AE EvalReport-IN0434-R6.pdf Created by Independent Third Party: Yes 5167.14 43-50 (Three -Step Sill) 6100 VantagePointe, Asure, PerfeXion Silver Vinyl Double Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLS167 R27 C CAC 43-50 DH 32x62 R50 (ext).pdf Approved for use outside HVHZ: Yes FL5167 R27 C CAC 43-50 DH 36x63 R45 (ext)_pdf Impact Resistant: No FL5167 R27 C CAC 43-50 DH 36x74 R50 (ext)_pdf Design Pressure: N/A FL5167 R27 C CAC 43-SO DH 44x63 R45 (ext)_pdf Other: 52x71 (+/-35 PSF), 36x63 (+/-45 PSF), 44x63 (+/-45 PSF), FL5167 R27 C CAC 43-50 DH 52x71 R35 (ext)_pdf 32x62 (+/-50 PSF), 36x74 (+/-50 PSF) Quality Assurance Contract Expiration Date 01/25/2021 Installation Instructions FL5167 R27 II IN0432 43-50 DH 2X.pdf FL5167 R27 II IN0569-R3 43-50 DH 1X.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5167 R27 AE EvalReQort-IN0569-R3.pdf Created by Independent Third Party: Yes 5167.15 75-75, 75-09, 07-75, 07-09, 07-10 and Reflections 5500, Generations, Impressions 9800, 6500 VantagePointe, 07-20 PerfeXion Platinum Vinyl Double Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5167 R27 C CAC 07-09-10-20 and 08-09-10-20 Waiverp& FL5167 R27 C CAC 07-10 07-20 to 07-09 WaiverpdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FL5167 R27 C CAC 07-75 DH 48x80 R PG35.pdf Design Pressure: N/A FL5167 R27 C CAC 07-75 DH 53x74 R PG30.pslf- Other: 48x80 (+/-25 PSF), 53x74 (+/-30 PSF), 48x80 (+/-35 PSF), FLS167 R27 C CAC 07-75 DH S3x80 R PG40.pdf 52x71 (+/-35 PSF), 53x80 (+/-40 PSF), 36x63 (+/-50 PSF), 36x74 FL5167 R27 C CAC 07-75 waiver to 07-09.pdf 50 PSF), 36x72 (+/-55) FL5167 R27 C CAC 75-75 DH 36x63 R PG50.pdf FL5167 R27 C CAC 75-75 DH 36x72 R PG55.pdf FL5167 R27 C CAC 75-75 DH 36x74 LC50.pdf FL5167 R27 C CAC 75-75 DH 48x80 LC PG25.pdf FL5167 R27 C CAC 75-75 DH 52x71 R PG35.pdf FL5167 R27 C CAC ACP-05 SIM 07-75 DH HS PW frame 07-09.pdf FL5167 R27 C CAC ACP-05 SIM 75-75,07-09 07-75, 07-09,75-10, 75-20 DH frame.pdf Quality Assurance Contract Expiration Date 03/25/2020 Installation Instructions FL5167 R27 II IN0113 75-75 75-09 07-75 07-09 07-10 07-20 DH 2X.pdf FL5167 R27 II IN0132-Rll 75-75 75-09 07-75 07-09 07-10 07-20 DH https://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgtZMlu87gOKmCtAC9nE0%2bU7riJo6lJsUK4xcc5eOw6l nQ°/o3d%3d 415 Operations Simonton Windows 1 Cochrane Dr. Pennsboro, WV 26415 Attn: Tina Seese AAMA CERTIFICATION PROGRAM AUTHORIZATION FOR PRODUCT CERTIFICATION This authorization is based on the successful completion of tests, and the reporting to the AAMA Validator of the results of the tests by an AAMA Accredited Laboratory. The product information below will be added to the next update of the AAMA Certified Products Directory. SPECIFICATION RECORD OF PRODUCT TESTED AAMAtWDMAICSA 101/I.S.2/A440-08 R-PG50*-813x1575 (32x62)-H COMPANY AND CODE CPD NO. SERIES MODEL & PRODUCT MAXIMUM SIZE TESTED DESCRIPTION 43-40 DH FRAME SASH Simonton Windows 10390 PVC)(X/X)(OG)(INS GL) 813 mm x 1575 mm 737 mm x 778 mm Code: SIM TILT)(ASTM) 2'8" x 5'2") 2'5" x 27') This Certification will expire January 30, 2022 (extended from January 30, 2017 per AAMA 103-15) and requires validation until then by continued listing in the current AAMA Certified Products Directory. Product Tested and Reported by: Architectural Testing, Inc. Report No.: C5630.01-109-47 Date of Report: February 15, 2013 JGS/JTS ACP-04 (Rev.6/16) Evaluated for Certification: August 12, 2016 J ' 4-4L A oG +tedLalboratories, Inc. Authorized for Certification: August 12, 2016 V=" AmericV Architectural Manufacturers Association URNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report IN0434-116 December 1, 2017 Product Description: Double Hung Vinyl Window Series 43-40 / 43-45, X/X configuration Manufacturer: Simonton Windows, 1 Cochrane Ave., Pennsboro, WV Statement of Compliance: This report evaluates the above -listed product per the requirements ofFAC Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the requirements of the 6`1' Edition (2017) Florida Building Code outside the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Port, FL 2) Installation drawing IN0434-R6, signed and scaled by Lucas A. Turner, P.E. 3) Test Reports C2276.01-109-47, C3522.01-501-47, C3526.01-501-47, C5630.01-109-47, and D2310.01-501-47 by Architectural Testing, Inc, with testing performed: AAMA/WDMA/CSA 101/I.S.2/A440-08 4) Supplemental Calculations to support IN0434-R6, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to installation drawing IN0434-R6. Limitations of Use: This product: May be used in the configurations and product sizes as indicated in IN0434-R6 Is non -impact and requires the use of impact protective devices in windborne debris regions May not be used in the High Velocity Hurricane Zone Requires white PVC extrusions in accordance with the product testing, IN0434-R6, and with current listing as an AAMA Certified Profile Licensee under AAMA 303 Certification of independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Simonton Windows or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. dREW 4, tp Lucas Turner M. No 582€1 : ?• YZ 2017-12-01 11:05+19:00== 12/1/2017 STATE OF urnOpt Lucas A. Turner, P.E. 4 a R N , - FL PE #58201 MODEL DESIGNATION: Simonton Double Hung Series 43-40 / 43-45 Vinyl Window MAXIMUM OVERALL NOMINAL SIZE, See Size Chart DESIGN PRESSURE RATING: See Size Chart USABLE CONFIGURATIONS: X x GENERAL DESCRIPTION: The head, sill, and side jambs are extruded PVC. The wall thickness through which the anchor screw penelrales is a minimum of 0.070" SIZE CHART OVERALL S12E DP RATINGWIDTH W. HEIGHT H, 36" 72" 30 PSF 44" 36" 35 PSF48" 80" 52" 71' 36" 63" 45 PSF 44" 63" 32" 62" 50 PSF 36" 74" ASILICONE CAVLK SILICONECAULK 2X BUCK SILL 2 REV. RE - NO P.E. SEAL REQUIRED 6 INSTALLATION SUPPORTED 1E° sas ptr' NEr rEsn"¢ BY AAMA TEST REPORTS z ADDED MIN. epee olsT. ND1t. 1 ADDED NOTES 12 h 11 - AAMA 400 4 ADDlnol is Si a A`u. SILICONE 2X BUCK CAULK SILICIXiE CAULK SHIM zx BUCK SILICONE CAULK 1 /4" MAX. SHIM HEAD 1 /e X 1 1/2" MIN. WOOD SCREW WITH 1.50" MIN. EMBEDMENT INTO MOD MIN. EDGE DIST., SEE NOTES SILICONE CAULK 1 JAMB NOTES: I. This installation has been evaluated For use in locations adhering to the 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. Anchors shall be as specified and spaced as shown. Anchor ernbedment to base material shall be beyond wall dressing or stuccoand intowood. 4. 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 optional. Max. shim stack is 1/4". B. Wood bucks (by others) must be engineered and anchored property to transfer loads to the structure. 7. Screws should be a minimum of 3/4" from the edge of the wood. 8. When used 1n areas requiring impact protection, this product REQUIRES the use of approved impact resistant shutters or other external protection. 9. Flashing should be applied using the ASTM E 2112 method appropriate for the opening Into which the window is being Installed. 10 Installation screws must he at least 3/4' from the edge of the wood.. 1 I. Clazing shall comply with ASTM E 1300. 12. Use 16036pure silicone caulk compliant with AAMA 800 Section 1 - 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 pruned surface is recommended, but not required. Cleaning of all surfaces should he done the same day of which the silicone caulk is to applied. For more details visit Simonton.com. 13. Caulk application: recommended air and surface temperatures atthe time of application are to be between 40 and 90 degrees F. Insure all contact surfaces are clean and dry including the new windowls). Use . backer rod on alljoims >3/4" deep and/or wider than 1/4". Finished caulk joint should be a minimum of 3/8' deep and make full cant." with both the new window and structural opening surfaces. Silicone caulk should be forced intojoint or compressed to assure full contact on both surfaces and to expel any air pockets. IXvs nn ar <TATrun.T min 0oaumml is Uw qap . paThonrAits.tlmneoorcautuoumosgeelndoilatri6smpnroratWetoetlbatoetiahtleroigrs-eeceip, i1er.gnt1mromW-cNedej- ienp.ramna1e. intlconynclunailAU'eemgn, mnufacluvaor repo"vofgoonla vnpne oMw n\a, Sinmton `Mn4oaa roout ita the tear lionCaen of lima m empitnt'a n9nt u Ira. inlamvtim m e am.m .nlm 1. i" p.op r ronae r. a"omw m"mn. SIMONTON' mman:wnal Tawonaea 1 •ocM1rm: \poi ., Pmusbaw W'\'Sbll Decimda Mglee SCAtE NEET: Xa. 01mIeft xX f .m a10 m. xxx t .005 sERlrs AS - AO U-AS [ MODEL DESIGNATION: Simorton Double Hung Series 43-40 / 43-45 Vinyl Window AAA" DREW zi— MAXIMUM OVERALL NOMINAL SIZE: Sae Size Chad r ....E t s2• G ENS'•..R ' P 12/01/2017 LUC85 dJ. Z i • No 56201 ''P: LUCAS A. TURNER, F.E. FL PE # 58201TumerDESIGNPRESSURERATING: See Size Chad TURN-F. ENCINEERINC az USABLE CONFIGURATIONS: X ZDi%-iZ-Oi:a CJNSULTIIJG. IJC. COAJARAP.A TA )E. X 11:05+19:00 0 STATE OR '4u 1219 n'•' Y" FL 34288NORTHPOPH GENERAL DESCRIPTION: The head, sill, and side jambs are extruded PVC. The wall thickness rS70NALE o``, 1RT. 574 through which the anchor screw penetrates isa minimum of0.142", I Q 7 i INTERIORSASH T18RACK EXTERIOR J 1 SASH TRACK a W MAX. OVERALL FRAME WIDTH SIZE CHART OVERALL SIZE OP RATINGWIDTHHEIGHT 36, 72' t30 PST 44' 63' t35 PSF48' 80' 52' 71' 36' 63' 245 PSF 44' 63' 32' 62' i50 PSF 36, 74' SUBSTRATE BY OTHERS SILICONE CAULK SEE NOTES 15 81 fi, SHEET 2 SILICONE CAULK SEE NOTES 15 816. SHEET 2 1k' MAX SHIM 1 HEAD 1 1 /4• MAX. SHIM SILICONE CAULK SILICONE CAULK SEE NOTES15816 SEENOTES15816 SHEET2 SHEET2 SUBSTRATES BY OTHERS 1 SILL a aw+Irc x lmi the _[ncPrtVM'uobnirdllmeroNercwmn Nkiw,merc MIN. EMBED., SEE TABLE1, SHEET2 SILICONE CAULK SUBSTRATE MQ- SILICONE 1I ONTON' Bom.esoa oerw I cuc —AimeeR'\ 2641:. • CHEOPuwiWa. nALE. FIT PMSHEET'. A 03Xx3.01 0' burin. E9Ti— 005 MODEL DESIGNATION: Simonton Double Hung Series 43-17 Vinyl Window s .NpRE r'rr MAXIMUM OVERALL NOMINAL SUE: Sea Size Chad `5 P`CE,V •••T4,p'e DESIGN PRESSURE RATING: Sae Size Chan SF' 2';, 1z/o1/20n No 5t3201 Fp % LUGAL A. TP.E. FLPE4 58;82 :01t ;f IURNER ENGINEERING & USABLE CONFIGURATIONS: X ;c CONSULTING, IN''. X :' P% STATE OF ; W< (con a 23773) O •. 44: 1230 JAOARA AVE. IT•-.0 pA10P'-r`` NORIH P(!RI, FL -28 GENERALDESCRIPTION. The head, sill, and side jambsam extruded PVC. The well thickness `S40NAL ENG` PH. 9--1-360-1574 through whidl tt» anchor screw penetrates R a minimum of 0.142'. "rnttnrrt"` TABLE 1: INSTALLATION FASTENERS T.SELENOTES: 1. This installation has been evaluated for use inlocations adhering to the Florida Building Code outside the HVH2, and where pressure requirements as determined by ASCE 7 Minimum Design Loads for BuildingsandOtherStructuresdonotexceedthedesignpressureratingsherein. 2. For anchorage requirements in various substrates see Table I . A minimum distance of 3" shall be maintained between any two installation fasteners. 3. All interior andexterior perimeter surfaces of the window mustbe 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 openingswith 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 thanI /16" exist between opening and frame. Max. shim stack is 1/4"- Shims shall beload -bearing and capable of transferring loadsto thesubstrate. 9. When used in areas requiring impact protection, this product REQUIRES the use of approved impact resistant shutters orother external protection. 10. Sealing and flashing by others should be applied using the ASTM E 21 12 methodology appropriate for the opening into whichthe product isbeing installed. Overall water penetration resistance of the installed product is not addressed in this drawing and is theresponsibility 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. Anydissimilar materials that come Into contact shall be protected to prevent reactions in accordance With code requirements. 13. A wind load duration factor Cut = 1.6 was used for the analysis of woodscrews only. 14. Products shall be constructed as specified in test reports D2310.01-501-47, C3526.01-501-47 and C3522.01-501-47 by Architectural Testing, Inc - Springdale, PA and C5630.01-109-47 and C2276- 01-109-47 by ArchitecturalTesting, Inc - York, PA. 1 5. Use 100%pur silicone caulk compliant with AAMA 800 Section 1 - 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. Afully primed surface is recommended, but not required. Cleaning ofallsurfacesshouldbedonethesamedayofwhichthesiliconecaulkistoapplied. For moredetails visit Simonton.com. 16. Caulk application: recommended air andsurface 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 wmdow( 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 toexpel any air pockets. wlx_ SIMONTON' $o^' aAi oasiRG. waoms°Sim°v m ris un, oa w ra Trraem. 1cu<n.^ ceEa®ar: oAre mdli>cra I.•IIT. uN[. DeomE n,gla SCALE: 1EET: A>PRY90l: TE Mnrenxp'mm>ayneW:ro,.,atia uwMd ircumcd eE wETtA tt 0] 2012 mscm+' Ir atuiraermm em,Mra..,rta. FA ofaEa ,X% k Al p ]0 min. Fs_ n— TREATWEM: .xxxz.0us ID SUBSTRATE TYPE ,.NCiOR TYFE MIN. -MOLD MIN. EDGE DISANCEA CONCRLZE (2 KSI •AIN. 3j 16" ITW TAPC]N 1-1 2" 1 1, a' 0 hOLLOW UK GKJUI-hl LtU CMU AS-N C90) t 17 PCF MI l.ITW TAFCON 1" 2" 2X MIN. SOUTHERN PINE WOOD 3j 16" ITN TAFCON I-3/e" rG=0.5 3/4° D 2C-MI5i SOUTHERN PINE WOOD iJ WOOD SCREW I 3/B° 3/4" F 1 f GAUGE O.OfiC ; PAIN. EEL STUD. 33K51 YIELD MIN. 10- 16 ITW TEKS S- LF-DRILLING SCREW Fill l THRF;.D 1/2- 1 8 ALUM. 6063-TS MIN. OR fb10 GRADE 5 SELF -TAPPING 7 5" STEEL 3F k51 MIN. DRILLING SCREW FULL THREAD I/2"