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HomeMy WebLinkAbout126 Placid Woods Ct - BR18-003032 - WINDOWSCITY OF SkNFORD 20,8 ' Building &Fire Prevention Division JUL o PERMIT APPLICATION FIRE DEPARTMENT Q ud Application No: 8 Documented Construction Value: $ Job Address: U 046WOOA5 Ck 'Sav)Ara, FL. 3 — 73 Historic District: Yes No Parcel ID: 09-'1n- 3G— Saa- AbIli- hllo Residential Commercial Type of Work: New Addition AlterationRepaa ittr Demo Change of UseMove Description of Work: Krglaf G S iJ oaoWS lhn :l Door- 5 , 7 }, S i ZC Plan Review Contact Person: 7eAnzn Yt3wn4 Title: Phone: y0"1- 4i911-&ta Fax: Email:Property Owner Owner Information NameI;AP 5o c,o Phone: 321— 94c2- 3666 Street: 19L 6 AQVI t A 4 D0 3 C4- Resident of property? City, State Zip: 5MAmA p EL 32773 Contractor Information Name FLA60124t A I )a rqe Phone: 2/O7- Z/m Street: Fax: City, State Zip: (3 Ll or') l r fwaState License No.: (',(J gL__Tz ba la Architect/Engineer Information Name: f/ Phone: Street: City, St, Zip: Bonding Company: V Address: Fax: E-mail: Mortgage Lender: 4 9 Address: WARNING TOOWNER: 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. 1 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: 6' Edition (2017) Florida Building Code Revised: January 1, 2018 Permit Application 4N 1 '01\ 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 ofpermit 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 ]CC 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 ' nce with all applicable laws regulating constru on and zoning. Signature of Owner/Agent Date re of Contrac gent Date f 9 gfia— lure of No -State ofFlorida Date rgnature Notary -State o Florida ate FRANK J. MARTINUS .N* • Notary Public Stale of Florida MV CUMMISSK)N 4 FF159175 Suzanne Beltzley L•'XPIRfS: Smi mbcr 11. 2018 y c- My Commission GG 160896orn a n Expires 12/02/2021 Owner/Agent is Personally Known to Me or Con n 1 y own to Me or Produced ID l% Type of YD Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes No APPROVALS: ZONING: Plumbing - # of Fixtures of Heads Fire Alarm Permit: Yes No UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: 5F?-;1.1S SCPA Parcel View: 02-20-30-522-0000-0110 Page 1 of 2 Property Record Card Parcel: 02.20-30.522-0000-0110MANN%st:toawProperty Address: 126 PLACID WOODS CT SANFORD, FL 32773 Parcel Information Parcel 02-20-30-522.0000-0110 Owner( 5) SANTIAGO. JESSICA - Tenancy by5ntirely SANTIAGO, MICHAEL - Tenancy by Entirety Property Address 126 PLACID WOODS CT SANFORD, FL 32773 Mailing 126 PLACID WOODS CT SANFORD. FL 32773-4454 Subdivision Name PLACID WOODS PH 3 Tax District S1-SANFORD DOR Use Code 01-SINGLE FAMILY Exemptions 00- HOMESTEAD(2018) a ' L` o h lJti" J Legal Description OT 11 PLACID WOODS PH 3 S56PGS65b66 Taxes Sates Value Summary 2018 Working 2017 Certified Values Values Valuation Method Cost/Markel t CostfMarket Number of Buildings Depreciated Bldg Value 94,155 83.582 Depreciated EXFT Value 600 651 Land Value ( Market) 28,000 25.000 Land Value Ag Just/Market Value " 122,755 109,233 Portability Adj Save Our Homes Adj s0 1 $46,434 Amendment 1 Adj 0 s0 P&G Adj 0s0 Assessed Value 122,755 i $62,799 Tax Amount without SOH: $1,292.00 2017 Tax Bill Amount $560.00 Tax Estimator Save Our Homes Savings $732.00 Does NOT INCLUDE Non Ad Valorem Assessments Description Date Book Page Amount Qualified Vac/Imp WARRANTY DEED 5H/2017 08943 0153 62,000 No Improved SPECIAL WARRANTY DEED 3/1/2000 03826 1110 73,900 Yes Improved Find Comparable Sales Land- -- ----- -- - •— --- - Building Information Is Bed/ Bath count incorrect? Click Here Description YearBuilt ActuallUEffective FixturesBed Bath Base Area Total SF Living SF Ext Wall Adj Value Repl Value Appendages P fl1SINGLE 2000 6 3 20 1.052 ' 1,324 1,052 CB/STUCCO $94.155 $100.165 Description Area FAMILY FINISH264. 00 http://parceldetaii. scpafl.org/ParcelDetaillnfo.aspx?PID=02203052200000110 6/29/2018 qqg t4,6 3020 Mercy Drive 7711 Anderson Rd. Orlando. FL 32803 Tampa, FL 33634 407)770-0184 WINDOWS & DOORS 913)514-9490 t %t \Yn.fas.Yd.t:un, t / y `./ FL Lic. N COCC1513212 J%cal OkI N ,1¢ m f " J^'f c ' u: rl Entail: II\\'e, Ile vo wll.I ofdoor premnrs JrWohe.l bclou, hflfIRJ111R R'ffr(fd W a, •'BU)l'1 OIfR t. NnlWo Nith FAS Wmd.•ws k La-m hereinaRfr ,creired t,, as -FAswir, to fumesall matc-Is hstfJ I"- fill total Z prolow,, IMJItd'JI: " `i'`./` 13 thers a Ilomcun M+s Ass wiaunn! Yca Nu 19rtr') woo iataq 1Ln•) Con,rasuloUnns on )unr purchu%e or the finer borne improvement product in she Industrytoday: Helnw arr the naenrs and cons act informaoion of key people imohed so lilt cuter purchase. We believe shot conionanieatioll is the Ilnthvvn) to success: Ilea r coinlnct the petiole helun at aM time reeardine voter purchase andlor Installation. bslaleadon Custunier Carr You w illbe wtntacled b\ a memher nl yourInstallation Tcam h) diwo%s the In die event this %ou have any gmaions or eonct net olio" t e s nYow or door redlining: irwallation. please du nor hesiraK Io e l j )(,ur I. Conform receipt of )our contract and rvview specilicnwm.. PIPAUCIitiii• Clwrdinator. or ' 1 our production Schcjulr a little lip the light measure• \tanager, at _ .Is, sou tit that Pic did not deliver ten am' J. We'nllr)'ten upproxie ,tic inslallatim start or deli%cry date•. of our praintst'a 1V Neil. please CUPIae'1 uY al 4. Anawcs any conccnis )'oti my base related to the project. FTlrotall O Pock l'pO Dclnsp• .2---Gw•r. O M—d O lmpxt O \tildes I ' gem-g-Mnor1r2 11Iea, r mileall pies <prrdoralions. finish, hunMarv. Pin) and lima details in low macs. Spccinl I nstnlr'linns: Pleuse readthefollunir,g bold opeand initialeorrespunding filar. 11111 door, err nna-nntserd. Voilure it) point or suit doors In a littlely manner essay affect your righes under she enanufachrrer's narrunts 1 ' D ' Ql Applicuble n r Iniduh: crbul undentandings and agrecenents slih repinerltathe shall note be bindin'. All undemanding% and arravmrns mute he set forth in ter Ing in leh Conlrurs. 1 undenland and recolmite sit teen, and condition, oat the froth used rc%crsc of this contract and sate initialing to Indicatemy cumplcle undersea n —Q 11UHRICANE PROTFC1111) I uckno fledge that I am the Pinner of else reAdenev and have contracted pith F,\S\\'D to replace win nJdoor%. The hoenr is located in an Implies tone lines I base P%kiing hurricane protection equipment that compiles wish local Jurhdicdon. FASWD hill no a liahh if my e%hBnlg Protection equipment is deemed inadequate b) she Iueul gusernmcne inspector offer net nindoas are insalled. In lbe went little lap• hurriIlun VTqMMm fails Inspection. 1 understand that FASWD hill supply appropriate materials us u coal so see or S37Sm 00 per upenivar, 1 uinisi.ins, cane n di n poupleteundemanding. Applicable Qlusir initials: C NOTE: The Warranty proshlons as %toted ten she resent ease been explained anti I/Ws, understand sheen full•. Addisional ptnsiaionN the rrscne side unit are pan of this contract, Ls, TOTALPRICF. fat 4-'1 tAW16 . atRuls (ncludmp any.ppM iblc dowounl) n TRmi: Credit (Su ipt to the appal of ter Credo Urpannwml Crrdis.\psa, al Cale: C,uln Caid il' kase fill out crdit viral infurnaso lacR) Cash'vital Pa)nwme pa)ublr w baulk, upon ru,rydithm) MIMSM I'.\\ IUL•'1. 1\' EN\' URIPjICK UP OIL%'1: `P GRANUIUTAL: O s—V- 4 tv—'', 1jp— Il{:1'OSI' I' NI:QUIRFIkI L9B C OG Ifihi> u u cmdii Uanusswn. ilw apvene RrJn es n n xp.uatpd wumrnt n'Iiich is inctirpnra0.•dherein tay irferewe Pod ..We a pan berct•C IN WITNESS W111ERIEOF Iluyvii.) lu•c Iwrcunio ,igwal all,. Plan- ) do.y of zo1 m andaeMoukdgr Precept ofa raw copy of this C'rmmrs andunless, olMrisxepccifrcd it 4 wderuuud doat she Uu)" is,-J% rot, —' I, to, begin. ' You, she Bu)erlH. ilia) runnel $his lrian,acti.. at an) time prior to mtdnk-he ul the third day after star dale of Ibis iron,acdon. Signature omsed below art its a receips that bn)rrlH recre,rd approprlotr eancrUtlontormv. Me «sate side tar drrail, ' FASWF) OVER 5MA11rt teY Rrryesee' _ R. vr ArrNn\'I.0IIY' yaln xariipa INie r. 5 1 UUYEK: Bale i YF. M Date D/8 Ifu)edH underitands eRu ter. dtwunwm dins sal cnmulWc a vales and bindong Contract fit an) puorywc Pool ,s and until a i, signed and oesropted by on aWhnrved seprrsen tic of FASN'D. All am,-% due under ells apernwnt ,lull M paid upon the date ywcifoed herein. if so set out. oruponthe day aM ast of the wurl or productsate fimi,hed to & Uu)cr. Past doe aoioums are subiec' lot a 1'nee chug' of IF•e per ow —from the due dBu ser user ayea.,s payFASWDall sufU ofi,pro,rm. 'lam. 1a, Wallisrc-blraloioefee ) ,. whether ,, not a bwsuu is, cummrncrJ as a p.us .•f tie cullalwn puwrn Th.. Contractand theayee,ow'n for errdoi Hone, shall constitute the moire apesiiwna hcluren the panic,. which critic uprcneent .end specifiestions shall two be abrn•J or noodtelyd exrrpt ly %nitro apccmrntlctureniM panics hems IN IIIE EVENI, Tells ta)NrR,\(:l Is Not ACC'1:1'1'I:U BY FASWU. ANY li.\l'\IENI' MADE 111:1(IEUNIXIt SIIALL HE REI'UNDIED TO 711E U1MKISi AND'rs1E CIaNrPACr SIIAI.L HE NULL AND VOID AND OF NO EFFECT. rASWI) IS NI)T RIESPONSIUI.E FOR EXISI INN STRUCTURAL DEFECTS. DRY NOT OR CODE V101.\TIGNS. REPAIRING. PLASI'ERING, CARPENTRY ANIYOR DECORATING ARE NOT INCLUDED UNLESS SI'kl'IFIC'ALLY CIIARGCD FOR AND SPECIFIED IN WRITING DEREIN l IiR•' _ i_ hire Cup) ( i nce) Canary Copy (Production) Pink Copy (Royer) I 111111 lI111 IDl111111111111 I11111/111111 Prepared By: t 6U•hg GRANT MALOY SEMINOLE COUNTYReturnto: FAS LLC CLERK OF CIRCUIT COURT 6 COMPTROLLER3020MercyDr. Orlando, FL 32808 BY. 9169 Ps 1744 QPss) CLERK'S : 2018079139 NOTICE OF COMMENCEMEN1RECORDED 07/10/2018 03:02:46 PM State of Florid RECORDING FEES $10.00 County of Florida RECORDED BY hdevore Parcel ID:o12 92 — 606o—C211c,, Permit #: The undersigned hereby gives notice that improvement will be made to certain real property. In accordance with Chapter 713, Florida Statutes, the following Information is provi d in th'fe Notice of Commencement: 121 l of c WoC>'_AS C.E 1. egal descption of Property (and street address if 2. General description of 3 a. Owner name/address: %`C !'r' «Q ?S' J`' c 41)' b. Interest in property: G i—no— _PA-r73UOc. Name and address of fee simple title holder (if other than owner)::,"Q 04. Contractor Name and Address: _FASWD. LLC 3020 MERCY DRIVE ORLANDO FL 32808 Phone•407-770.0184 Fax•407-770-0187 5. Surely —Name and Address: Amount of bond: $ 6. Lender — Name and Address:j4k 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a) 7, Florida Statutes: M& 8. In addition to him/hersell, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes [Provide Name/Mailing Address]: 9. NOC expiration date (one full year from the date of recording unless different date is specified): WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Verification pursuant to Section 92.525, Florida Statutes: Under penalties of perjury, I declare that I have read the foregoft end-Hha4,the facts stated In it are true to the best of my knowledge and belief. t Si 1 • I Fason (or Owner's Authorized Officer/Director/Partner/+,tanager) O firi •: . The fore of 1 slru ni s acknowledged before me this day of 20 o • .r,c • `= ` Print name of person) as tL _(type of ,;:;=:,, .... • : authority) for___.(name of party on behalf of whom instrument was executed). y ___/ tea Lr y~; otary Public Personal) Known OR. Produced Identification FRANK J. MARTINUS MY COMMISSION 0 FF159175 EXPIRES: September 11. 2018 'L7ti LIMITED POWER OF ATTORNEY hereby name and appoint Ck 65 o r12 160W YQY—rZQ to be my lawful attorney -in -fact to act for me and apply fora 21A1,(nV permit for work to be performed at the location described as: Address of Job) Michael 5AA-t lodoh Owner of Prope y) And to sign my name and do all things necessary to this appointment. 74ggi S' of Certified Contractor Scott A. VaE a (CGC1518212) Printed Name of Contractor and License Number STATE OF FLORIDA COUNTY OF Oy 4 The foregoing instrument was acknowledged before me this Q day of 1yl 1 !4 20 9 , by who is personally known to me or O has produced (type of identification) has identi 1cation. Signature of Notary Public, State of Florida Suzanne Baltzley ( SEAL) Print/ Type/ Stamp Name of Notary Public REQUIRED INSPECTION' SEQUENCE BUM Ins ecdon IIDescri tdbn Footer / Setback Stemwall Foundation / Form Board. Survey Slab / Mono Slab Pre our Lintel / Tie Beam / FilI / Down Cell Sheathing — Walls - Sheathing —Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Ins ection Final Solar Final Roof Final Stucca / Siding Insulation Final Final Utility Building Final Door Final Wmdow Final Screen Room Final. Pool Screen Enclosure' Mobile Home Building Final Pre -Demo Final Demo Final Single Famify Residence. Final Building Other Address: Mn Mai IIns ection Description Electric Underground Footer /' Slab Steel Bond Electric Rough T.U.G. ' Pre -Power Final Electric Final 1lCilCiLY LLtl:LL v:j!':`.•-."i ..''. .f.f"\i ,'+- _•l.i `'v``<.:.`y-l.'+:+_ " nIIInn1IIa IIns ectn®n IIDesc a Mechanical Rough Mechanical Final IV7[nm Max runs ection.IIDescrn tion Gas Underground Gas Rough Gas Final REVISED: June 2014 O© Job 10 Customer Address `Z6 OON'T FORGET *Mean Roof Height *Comer 'Room IDs No. ITVPe I Op Project Diagram Sales Rep Size I SHGC I U-Factor J x CIDDa N o Cn Z c 0 6 C X pDm igNDiFnmo ENO; M83 z g (N( ° - ' '° 2 Z0°90 0rZNn Zo I C3- I so I x t - I <•z7 • I 3 I ao 1 71—x 1 1E 1 czq 4 I y I I -36x cg I ,274 Z7 s l Yz i 1 x c i Izz 1 2-71 6 5-0 1 3Gx s i ,2i 1, 31 7 1 1 —01 3;,x 6L I i zl 1, 3t I 8 I I C I 36x 6 Z. i -cz(I iz l i 9 I I 35 1 rdox 101 i I x 1 x I 121 I I x I I 131 x I 141 I x I I I 15 I I x I I 171 I I x I I I 181 I I x I I 191 I I x I I 1 201 I I x I I I 211 I I x 22 I I I x 231 I 1 x 241 1 1 x 251 i ( x 1 Zr.;med on. 4n6/2015 at z:aa va, QZ m 0 0 0 m mmZtnmr>_,r fJ 9 O:IV=MZO M uv ODv m9) T,I— Cage 1 of f re It. RegulationOFProfessional r Bcis Home I tap In user Registration I Ha Topics Submit Surcharge I Stats & Facts i Publications I FBC Stan I BOS Site Map tins sewn Produd ApprovaldoprUSER: Public user it= > Aonlicatlon list > Application Detail OFFICE OF THE FL # FL7612-R17 SECRETARY 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 Simonton Windows 3948 Townsfair Way Columbus, OH 43219 614) 532-3596 luanne.harris@simonton.com Luanne Hams luanne.harris@simonton.com Luanne Harris 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 Exterior Doors rio o Subcategory Sliding Exterior Door Assemblies I. dl, Compliance Method Certification Mark or Listing Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By American Architectural Manufacturers Association American Architectural Manufacturers Association Standard AAMA 450 AAMA/WDMA/CSA 101/I.S.2/A440 Florida Licensed Professional Engineer or Architect FL7612 R17 Eouiv EvalReoort-IN0444-R7.odf Product Approval Method Method 1 Option A Year 2010 2008 Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: oo 7612.5 15-15 Inovo, 6500 VantagePointe 2-Lite Sliding Patio Door (Retrofit Installation) Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL7612 R17 C CAC 15-15 2P SGD 71x81 R-PG35 Approved for use outside HVHZ: Yes Finless).udf Impact Resistant: No FL7612 R17 C CAC 15-15 2P SGD 71x81 R-PG50 Design Pressure: N/A Fnless).Ddf Other: 71x81 (+/-35), 71x81 (+/-50 PSF), 95x95 (+/-35) FL7612 R17 C CAC IS-15 2P SGD 95x95 R PG35 Retrofit Installation finless).odf Quality Assurance Contract Expiration Date 09/14/2020 Installation Instructions FL7612 R17 II IN0573-R2 15-15 2P PD.Ddf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL7612 R17 AE EvalReoort-IN0573-R2.Ddf Created by Independent Third Party: Yes 7612.6 15-15 Inovo, VantagePointe 6500 3-Lite Sliding Patio Door (Retrofit Installation) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL7612 R17 C CAC 15-15 3P SGD 107x79 R-PG35 Approved for use outside HVHZ: Yes Finless).Ddf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +35/-35 09/14/2020 Other: 107x79 Installation Instructions FL7612 R17 II IN0581-RI 15-15 3P PD.Ddf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL7612 R17 AE EvalReDort-IN0581-RI.Ddf Created by Independent Third Party: Yes 7612.7 15-15 Inovo, VantagePointe 6500 4-1-ite Sliding Patio Door (Retrofit Installation) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL7612 R17 C CAC 15-15 4P SGD 14309 R PG25 Approved for use outside HVHZ: Yes finlesshodf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +25/-25 07/16/2020 Other: 143x79 Installation Instructions FL7612 R17 I1 IN0583-RI 15-15 4P PD.Ddf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL7612 R17 AE EvalReoort-IN0583-Rl.Ddf Created by Independent Third Party: Yes 7612.8 15-16 Inovo, 6500 VantagePointe 2-Ute Sliding Patio Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL7612 R17 C CAC 15-16 2P SGD 71x81 R PG20 (NO Approved for use outside HVHZ: Yes WEEP HOLES).Ddf Impact Resistant: No FL7612 R17 C CAC 15-16 2P SGD 71x81 R PG35.Ddf Design Pressure: N/A FL7612 R17 C CAC 15-16 2P SGD 71x81 R-PG50.Ddf Other: 71x81 (+/-20 PSF), 71x81 (+/-35 PSF), 71x81 FL7612 R17 C CAC 15-16 2P SGD 9509 R PG35.Ddf 50 PSF), 95x79 (+/-35), 95x95 (+/-35) FL7612 R17 C CAC 15-16 2P SGD 95x95 R PG35.Ddf Quality Assurance Contract Expiration Date 06/04/2020 Installation Instructions IN0571 21) PD 2X.DdfFL7612R17II15-16 Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 7612.9 15-16 Inovo, 6500 VantagePointe 3-1-ite Sliding Patio Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL7612 R17 C CAC 15-16 3P SGD 107x79 R PG35.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 06/03/2020 Design Pressure: +35/-35 Installation Instructions Other: 107x79 FL7612 R17 II IN0576 15-16 3P PD 2X.Ddf Verified By: American Architectural Manufacturers MODEL DESIGNATION: Simonton Soles I5-15 2-Panel Vinyl Polio Door MA)SMUM OVERALL NOMINAL S1717, Sae Size Chart DESIGN oapeSURF RATING: See Size Chart USABLE CONFIGURATIONS, XO, Ox GENERAL DESCRIPTION: The head, em, and side Jambs are extruded PVC. The Wall thickness Athrough Which the anchor screw penetrates is a minimum of 0.070. T x O f UN1T HElO1i _ INSTALLATION SCREW s THROUGHKEEPER F Sn TROT NO W' MAX OVERALL FRAME WIDTH 1O C oIYLLATION HOLE PRE-ORILLED SZE CHART OVERALL Sff MDTH HEIGHT OP RATING 7t el• !w PST 95' 1 !35 PW pptollpREWrrr f Ilk RIVASO 5: PLIVISED Or DATE. g 7'1:....... lNa04 WI1/06/2017 1 ADOEO VAX t NTH MORR7NI1L NOTES. Il/IS /1e Luc" Tumor y77Ji' N• 56tD1 GLS A TURNER. P.E. 2 UPDATED NOT13 11 a IS WN 41/05/17 2017.11.10 i • • FL PE 4 5MI 16:35+19,00 vE TURNER ENGINEERING a yeTAie0/ (y` CONSUUDW. W- 04 , O /ua! (DDA 207») yy F.l pRjO,.? NORTH PORT. R 3eme oBiON800 g;ot PH. e41-3110-1374 SUBSTRATE 1/ 4' MAX SHIM S016 CAULK SEEN161/4' MAX 90— MN. EDGE GIST. SEE TABLE 1 S too 16 ROD INSTALLATION FASTENERS SEETABLE 1 SILICONE CUWLx SE NOTES 13 A If FIXED PANEL JAMS Ihb document Is Wkdw ehbh done 40 prapldvr d other dots to ft.W.yRt -eltr. me deaan•n1 le anP1MOtl to IMndpllnt "the ewre"M tatkn am It to not to be d omA r prearced In ekole a rt. nor used a ealjmellm won UI• 1, manulaean r two N pwde far mya• •Toler that tat WAIIWe oNIwA Na mnea L lAY nsrulau" done tat Tha on re,lo fe ddlte t• own MEemeaen aanlamsd I1 thw drapnmt shldl W repwly YtaM•d can awthor sauna E OW73 i to MAX Sall kA/ REQUIRED NOTESS115CAUL0 le SILICONECAUL KNOTES is a 16BACKERRODSTRATE SILLBy oT1ERs SUOC E CAULK NOTES 13 ! 16 SUBSTRATE By OTHERS 1/ 4• MAX SIN INSTALLATION FASTENERS SEE TABLE 1 EDGE GIST., SCREWMIN. IN OtSEETABLEiKxlOITianNTH1. 30' MIN. EMBEDMENT INTO W0CIO L BACKER ROD SILICONE CAWt SR NOTES 13 a III i E%DYER JAMB Tolera1Ns 00SIMONTON* a IN05' d U— ath.ad •• Saeemed1 t p a• e eae 1101 I CochlAlma Ooehtds AngleWVZW13 x ! .03 Ot ! .010' 30 mM. Xxx ! .003 FIT 1 el 2 13- 13 2-1ANEL PATIO ODOR TITLE- WUPLE SUBSTRATE RETROFIT WSTALLA MODEL DESIGNATION: Simonton Swiss 15-13 2-Panel Vinyl Potlo Door 0,1111111'%7Vy R EIASED BY CAM eP NtOREW 4 i- 1 AOOm PACE 2 NM A00MONAL NOTES LAM 11/4/17 MAXIMUMOVFRAIINOMINALS17ESeeSizeCharta .` col M,..,t! 11/00/2017 O i He Se201 'P L0 ASiA. A. , P. E. 2 IWOAIEp NO, t9 11 ! 11 {yN Il/0e/17 DESIGN PRESSURE RATING See Size Chart •i a A TURNER ENW1E .I1 ! USABLE OONFICt1 ATIONS, xo. ox Eal a' CONSULTING. INC. 9Q STATe OP W/O (COA 120779) ei/'Al o R j0". 12J9 JABARA AVE. GENERALDESCRIPTION: The hood, $11. and elde jambe an extruded PVC. The troll thickness ;pl * I...... dr 9FO. F Is7ieethroughwhichtheanchorscreepenetratesIsaminknumof0.070•. 1111.....Is TABLE 1: INSTALLATION FASTENERS TABLE EMQEOi IV15USSTKATETYPE _ ANCHOR TYPE 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 BuildingsandOtherStructuresdonotexceedthedesignpressureratingsherein. 2. For anchoring to solid uncracked concrete (min. compressive strength of 2000 psi), use 3/16' ITW Tapcons with 1.1/2" min. embedment and 1.1 /8" min. edge distance. For anchoring to unc acked holloworgrout -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 masonrysubstrate. 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 InstalledproductIsnotaddressedInthisdrawingandIstheresponsibilityofothers. 11. Glazing shall comply with ASTM E 1300. 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 protectedtopreventreactionsInaccordancewithcoderequirements. 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 SIMO.0I4-03.04-r0, SIMO-014.03-02-r0 and SIMO-018.03-02-r0 by PRI Construction Material Technologies, LLC . 15. Use 100% pure silicone caulk compliant with AAMA 808 Section S - 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 surfacesshouldbedonethesamedayofwhichthesiliconecaulkIstoapplied. For more details see 'Replacement Installation Instructions' Inovo Door on Slmonton.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. DIM MIRE STAMMM a11. bam reltryb SIMONTON B IN0573 Mtdu m t aW seAl 5 ft. so a otte 00n Ot Tolerances v 1 0 0 t _ nN )let 1ndt.. 11..1.» eN...el» __»m.e I CoduwAwe leYMthatbIt1.0 to lM 1WpM1t to tl1e a0ng0E 1101 07 S IYn Uqt a Y net b M e.d0e04 rgaelee! h .n01e TW 26/15 Ps6nvueleInemynetlenelqIMer4n, 1Mm4elu0 a O.eYndO M q ru 011 0f a000 far anus ether t11a1 ton Whd0e0 iWgl n0 w101n1 711Y rgt1low ew net 001 IM .x t .w FIT 2 d 2 oomen' 0" t to ores hfamOUs n W1*01weVe h u1r XX a AI W JO min.01111% 10- 10 2-PANEL PATH DOOR d0oengleh1Nbpge17eelOVNecaneneUawanes .TOOL a .00S R ntcWos7a1lLT1Pl[ SUBSTRATE RETROFIT o15TALLAnaN 1 A CONCRETE 2 K51 YIN. J le• 1nf TAPCON 1-1 B 117 YIN. J/le• IIW TAPCON 1' 2• C G-0yy J/le' ELAO 1AIRACON 1-J/e' 7/e• o G-uss w waoo scRLw 7/e• E le 0.060NW. EL StIF- OR011N0 SCREW Flll1 THREAD t/2' F 1 N IN RI FULL THREAD 1/2' r I Professional Regulation DBPR RODE A80UTD11PR DDPR DIVIDIOR3 CONTACTDRPR bpra Product Approval USER: Public User h "'° wi N Product Approval Menu > Product or Application Search > Application Ll > Application Detail FL * FL5179-R21 1L1ApplicationTypeRevisionSI—1 - 14 I 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 Windows 3948 Townsfair Way Columbus, OH 43219 614) 532-3596 luanne.harris@slmonton.com Luanne Harris luanne.harris@simonton.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 S0sdHorizontalSlider . ZL Certification Mark or Listing American Architectural Manufacturers Association American Architectural Manufacturers Association Standard AAMA/WDMA/CSA 101/I.S.2/A440 Florida Licensed Professional Engineer or Architect FL5179 R21 Eauiv EvalReport-IN0226-RB.odf Year 2008 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5179 R21 C CAC 43-06 HS 72x63 R30.odf Approved for use outside HVHZ: Yes FL5179 R21 C CAC 43-06 HS (Finless) 72x63 R PG30.ndf FL5179 R21 C CAC 43-06 HS 72x48 R35 (ext.).odfImpactResistant: No Design Pressure: N/A FL5179 R21 C GAG 43-06 HS 72x72 R20 (ext.).odf Other: 72x63 (+/-30 PSF), 72x48 (+/-35 PSF), 72x72 (+/- FL5179 R21 C CAC 43-17 HS 72x72 R PG20.)df 20 PSF) FL5179 R21 C CAC 43-17 to 43-06 Miver.Ddf Quality Assurance Contract Expiration Date 03/08/2021 Installation Instructions FL5179 R21 II IN0142 43-06 43-17 SL 2X Ddf FL5179 R21 II IN0260-R6 43-06 SL 1X.Ddf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5179 R21 AE EvalReoort-IN0260-R6.odf Created by Independent Third Party: Yes 5179.9 43-06 and 43-17 6060 VantagePointe, Profinish Builder, ProFlnish Contractor, ProFinish Master, PerfeXion Contractor, PerfeXion Builder Vinyl 3-1-1te Endvent Slider Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5179 R21 C CAC 43-06 EV (Finless) 96x63 R PG30.Ddf FL5179 R21 C CAC 43-06 EV 96x63 R PG30 (ext.).odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FL5179 R21 C CAC 43-17 to 43-06 Miver.Ddf Design Pressure: +30/-30 Quality Assurance Contract Expiration Date Other:96x63 09/07/2019 Installation Instructions FL5179 R21 II IN0170 43-06 43-17 EV 2X.odf FL5179 R21 II IN0269-R6 43-06 EV 1X.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5179 R21 AE EvalReoort-IN0269-R6.Ddf 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 R21 C CAC 43-17 HS 72x48 R35.Ddf Approved for use outside HVHZ: Yes FL5179 R21 C CAC 43-17 HS 72x63 R30 (ext).Ddf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: N/A 08/02/2020 Other: 72x63 (+/-30 PSF), 72x48 (+/-35 PSF) Installation Instructions FL5179 R21 [j IN0141 43-17 SL 2X.odf FL5179 R21 II IN0262-R6 43-17 SL 1X.111 Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5179 R21 AE EvalReoort-IN0262-R6.Ddf 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 R21 C CAC 43-35 HS 72x36 R35 (ext.).Ddf Approved for use outside HVHZ: Yes FL5179 R21 C CAC 43-35 HS 72x54 R PG30.odf Impact Resistant: No FL5179 R21 C CAC 43-35 HS 78x63 R PG25.Ddf Design Pressure: N/A FL5179 R21 C CAC 43-40 HS 69x65 R25.Ddf Other: 69x65 (+/-25 PSF), 78x63 (+/-25 PSF), 72x54 FL5179 R21 C CAC 43-40 HS 72x54 R PG30.Ddf 30 PSF), 72x36 (+/-35 PSF) FL5179 R21 C CAC 43-40 HS 78x63 R-PG25.Ddf Quality Assurance Contract Expiration Date 01/25/2021 Installation Instructions FL5179 R21 II IN0139 43-35 43-40 SL 2X.Ddf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5179.12 43-35 and 43-40 Reflections 5050, 6100 VantagePointe, Asure, PerfeXion Gold, e MODEL DESIGNATION: Simonton Horizontal Slider Series 43-40 Vinyl Window MAXIMUM OVERALL NOMINAL SIZE: See Size Chart DESIGN PRESSURE RATING: See Size Chart USABLE CONFIGURATIONS: XX, 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 0.070". SIZE CHART OVERALL SIZE OP RATINGH1H 78 63 25 PSF 69' 65' 72' 54' t30 72' 36' 40 4 ttttgpl llllprqOf3SSpi,"I" ar . NO O 3/16's TAPCON ANCHOR WITH 1.257 NON. EMS. INTO CONCRETE (SEE NOTE 10 FOR WOOD) CONCRETE SILICONE CAULK :• ' ' ..... I BUCK SILICONE CAULK 1/4' MAX SHIM REwSIONS CONCRETE' FROM TITLE. REMOVED TAKON FROM SILL EO B LATE - MO. ll/.'2/07 O.D. 01/24/05 D.O. 06/11/06 Mo. 03/16/10 0.0. 11/30/11 U i w Ix BUCK HEAD CONCRETE SUCONE CAULK 1 47SCALE } ' 1/ 4' MAX SHIM 1/ 4' MAX SHIN :'. •: SILICONE CAULK , SILICONE ; 1.;.• 3/16'e TAPCON ANCHOR CAULKMETH 1.25' MIN. CUB, Ix BUCK INTO CONCRETE (SEE t•• SILICONE CAULK NOTE 10 FOR WOOD) 3/ 16'* TAPCON ANCHOR CONCRETE WITH 1.25' MIN. EMB. JAMB INTOCONCRETE (SEE 4X SCALE NOTE10FORWOOD) SILL 47. SCALE NOTES I. This Installation has been evaluated far use In locations adhering to the Florida Building Code and where design pressure requirements as determined by ASCE7MinimumDesignLoadsfarBuildingsandOtherStructuresdonotexceedthedesignpressureratingsRatedherein. 2. For Installotlon where the sub —buck Is less than 1 1/2' (FSC chapter 17 Anchorage Methods) Topean type concrete anchors must be used and the length must be such that o minimum 1 1/4' embedment of the Topcon Into the concrete or concrete block is obtain" unless otherwise noted Anchors should beaminimumof21/2' from the edge of the concrete. hollow block CMU, w concrete block. 3. All Interior and exterior perimeter surfaces of the window must be caulked 4. Adjust Topcon anchor locations, If necessary, to maintain o minimum of 2.0' clearance from mortar pinta 5. When the optional hood *spenders we uss4 the INSTALLER MUST ADJUST the anchor lengths to maintain the required minimum embedment Into the substrata6. Anchors shall be specified and spaced as shown Anchor embedment to base material shall be beyond wall dressing or stucco and Into wood or concrete. 7. Wood bucks (by others) must be engineered and anchored properly to transfer loads to the structure. Bucks shall extend beyond Interior face of Irone ach violfudsupportofthefrom* is provided S. follow ITW/Eleo Topeon anchoring Instructions. 9 The resipons billly for selection of Simonton Products to meet any applicable local rows, buiding codes, ordinances, w other safely requirements rests solely withthearchitect. building owner. or contractor. 10. For woodbuck substrate& use 110 wood acre" with 1 1/2' min. embedment Into wood, unless otherwise noted Screws should be o minimum of 3/4' from theedgeofthewood11. A. Concrete compressive strength . 3000 PSI at 25 days B. Concrete Mowry Units *hall conform with strength requirements of ASTM C90. C. Wood Minimum Specific Gravity . 0.S5 IZ Shins we optional Max. shin stack Is 1/4'. 13. When using a 3/16'* Topcon or f10 wood screw through the window home. pro —drill the thru hole at pacified Installation screw locations. 14. When used In areas requiring impact protection, this product REOUIRES the use of approved Impact resistant Mullen or other external protection. 15. FIoMIng Mould be applied using the ASTM E 2112 method appropriate for the opening Into which the window Is being InalaOed. 16. Glazing Moll comply with ASTM E 1300-04. tv •'.' e( QV;: ,` irF •'• O R t This document is the property of Sinwllon 11Inde.s. hIch ralalna dl proprietary and Gana rights to Its wA}et matter. ThisdeeunmtisprovidedtothereclplenlantheexwessedPSF SS O..'..•,`` N4' pytWP.E. coldPSF tlalthatItisnettoasdiedesed, reproduced 11 .hole a alert, nor• used In conjunction with the dexlon, manufacture a FM, W. PIL Na a61a1 repot al 9.0b far agent elms Non sinenlen wkoewa TdsAIEX SPYROU 172 t FdMd4 AwssueW r l titcansenl. mmilal dasa net IMl the to xtyy 2012.02.1314:35:58 -OTOO' loUtr Max. Ft 32709 artd11111wNor21,41 document .Nd Isobto ined &amm anotrtlr sourea Dknensbnd Tolerances llnlne aMerwlte SneemM J SIMONTON' T(/ w 1 N 0 0 w i I Cochrane Aveaw haatbore. WV 241I5 Oec" s Angles x t.03 no 1N1 101 t .01 0' 30 min. 003 4}40 NOHORIZON.x70f MODEL DESIGNATION: Simonton Horizontal Slider Series 43-35 / 43-40 Vln)i Window MAMMUM OVERALL NOMINAL SIZE: Sea Size Chart DESIGN PRESSURE RATING: See Size Chart USABLE CONFIGURATIONS: XX, Ok or XO GEHERAL DESCRIPTION: The head, all. and side jambs are extruded PVC. The wall thickness through which the anchor screw penetrates Is a minimum of 0.070'. j Q j8 X 2 1/2- MIN. FSCREW, TYP. RAME TO BUCK x 0 ED O x j Q Vr MAX. OVERALL WROTH SIZE CHART LL SIZE OP RATINGHEIGHT r 63' t25 PSF 65' 54' 30 PSF M. t35 PSF NO P.E. SEAL REQUIRED INSTALLATION SUPPORTED BY AAMA TEST REPORTS 2X WOOD BUCK PECORA 896 (BY OTHERS) SILICONE CAULK PECORA 896 SILICONE CAULK 1/6' MAIL SHIM BY OTHERS) HEAD PECORA 896 2% WOOD BUCK SILICONE CAULK BY OTHERS) I/11- MAX SHIM BY OTHERS) 8 X 2 1/2- MIN. WOOD SCREW WITH 1.50' MIN. DAEOMENT INTO WOW MIN. EDGE WST.. SEE NOTES PECORA 696 SILICONE CAULK JAMB DATE 10 1WOOD NOTES AM CAILCU1S 1 TA.0. 03/20/14 U JAWED M. OM OW. II01E9 ,.el 00/101A II AOOM NOTES 13 a 14 - AAMA 000 1101 00/23M 1/W MAIL SHIM BY OTHERS) PECORA 696 SILICONE CAULK PECORA 895 SILICONE CAULK 2X WOOD BUCK BY OTHERS) SILL NOTES: 1. This Installationhas been evaluated for use in locations adhering to thecurrent Florida Buiding Code andwherepressurerequirements asdetermined by ASCE 7 MinimumDesign Loads for Buildings and Other Structures do not exceed the design pressure ratings herein, for use cuWft the H.V.HZ 2. Alinterter and exteriorperimetersurfaces of thewindowmust be caulked. 3. Anchors shelf be specified and spaced as shown Anchor embedment to base material shall be beyond wag dressing or stucco and Into wood. 1. ..—responsibility for selectionof Simontonproducts to meet arty applicable locallaws. building codes, ordinances, orofher safetyrequirements restsdey withthe archilecl building owner, or contractor. S. Shims are optional Maximum shim stack Is 1/8'. Q. Wood bucks (by others) must be engineered and anchored propertytotransfer loadsto Ow structure. Wood bucks shallbeSpnuosP ^Fir. Wood minimum specific gravitya0.42 psi 7. Wood screwsmustbe at leastGrade 5for unitswith adesignpressure < 50 PSF, and at WastGrade 8 for unitswith adesign pressure raft ' 50 PSF. 8. When usedIn areas requiring impact protection, thb productREQUIRES the we of approvedImpactreststartt shutters or otherexternalprotection. 9. Fleshing should be applied using the ASTME 2112 method appropriate for theopeninginto whichthe widow Is beingIn3WW. 10. Installation screws must be at least 3/4' from the edge of the wood. 11. This product complies with ASTM E 1300. 12. Oesignetion'X' and'0' stand for the followbg: X: Operable Pand 0: Fixed Panel 13. U3e 100% pure silicone caulkcompliant with AAMA 808Section 5 - Sealant Specificationsfor we withArchitectural Fenestration Products. Make sure surfacesarecompletely free hom all old caulk damaged wood, wood fibers, grease, all dKrust. mold or similar contaminants. Vacuum and dean opening surfaces completely. A fullyprimed surfece b moonunei ad, but not required. Cleanhtg of all surfaces should be done the cum- day ofwhich the siliconecaulk bto applied. For meredetails vbitSimonton.c om. 14. Caulk application: recommended air and surface temperatures at the be of applicationwe to bebetween 40 and 90 degrees F. Insure allcontact surfeosa are dean and dryIncluding the new windOW(s). Use a backer rod on all joints 4/4' deep and/or wider than 114'. Fbdshed c adk )dnt should be a minimum of 3/8' deep and make frill contact with both the new window and structural opening surfs,--. Slfkone caulk should be faced Into Jointor compressedto assure fullcontact onboth surfaces and to expelany air pockets. ter ql x t Ir the woo N oah whde .Nth neNs 41 plaprbmsy and -the rylb n w aAMat metal. hb 4e t b phhntded a -o nrr4ht an the aglaaaM hatbn that It b at to be OnNeed. Iaeleelrad b ants a rt, tar used In asnyldlwh slth the d lsb mwwfstura r repot cif Wreb rfar an a ~ then tan w,ea.. 1th- t w mhhl ltb neblcllah doe not Rink the reC% 11 ve note to uteas bfem~ aanbilrod h ibb dsarhh nt ~ b WW*iy atebed wen mother eaanx 6TOW Urd— 00.1N0a - I I 0 a 1CoduvotAhme14asdbmo. Wif 2"IS Oetdmdo Angie x It. 03 r1r lac t .a 0' 30 In "OFJ= t .005 Soso KAm i iusiness & ProfessionalRegulation f SCIS Home I U9 In I User PAgisbetion Hot Topic+ Submit Surcharge I Stats & Facts I Publications I FSC staff I SCIS Site Map I Unks I Search OOP. roduct Approval ER: Public User t3otluct or Aoollretlon Search > Aoolicatlen ust > Application Detail FL * FI-5177-R24 7 t " 7 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 f_1 Product Manufacturer Simonton/Ply Gem Windows Address/Phone/Email 3948 Townsfair Way, Suite 200 Suite 200 Columbus, OH 43219 614)532-3596 luanne.harris@plygem.com Authorized Signature Luanne Harris Iuanne. harris®plygem.com Technical Representative Luanne Harris Address,/Phone/Email 1 Cochrane Ave Pennsboro, WV 26415 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 J19:)/-1 Subcategory Fixed CC Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By American Architectural Manufacturers Association Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Standard AAMA 450 AAMA/WDMA/CSA 101/I.S 2/A440 Year 2010 2008 Created by Independent Third Party: Yes 5177.15 43-35 6100 VantagePointe, Asure, PerfeXion Silver Vinyl Fixed Window Triple Umits of Use Certification Agency Certificate Approved fop use in HVHZ: No FL5177 R24 C CAC 43-35 PW Triple 10 x7 R 0 ( xt.).odf Approved for use outside HVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date 01/25/2021 Design Pressure: +50/-50 Installation Instructions Other. 109x72 FL5177 R24 II IN0356 43-35 PW Triple 2X.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5177.16 43-35 6100 VantagePointe, Asure, PerfeXlon Silver Vinyl Fixed Window Twin with Transom Umits of Use Approved for use in HVHZ: No Certification Agency Certificate FL5177 R24 r CAC 43-35 PW Twin w Transom 73x111 R35 Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-35 Other: 73x111 Quality Assurance Contract Expiration Date 01/25/2021 Installation Instructions FL5177 R24 11 IN0355 43-35 PW Twin w-Transom x.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5177.17 43-40 Reflections 5050/5300, 6100 Vantage Pointe, PerfeXion Gold Vinyl Fixed Window Umits of Use Approved for use in HVHZ: No Certification Agency Certificate FL5177 R24 C CAC43-40 PW 74x63 O.udf Approved for use outside HVHZ: Yes FL5177 R24 C CAC43-40 PW 80x4Ft I rsn.odfImpactResistant: No FL5177 R24 C CAC 43-40 PW 96x72 LC40.odf Design Pressure: N/A Other. 96x72 (+/-40 PSF), 74x63 (+/-50 PSF),.8Ox48 50 PSF) Quality Assurance Contract Expiration Date 10/05/2021 Installation Instructions FL5177 R24 11 IND094 43-40 PW 2X.odf FL5177 R24 11 IN0095-R3 43-35 43-40 PW 1X.udf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5177 92QLAE EvaiReoort-IN0095-R3.0df Created by Independent Third Party: Yes Back Nert Contact the :: 2601 Blair StoneRoad- Tallahassee FL 32399 Phone: a50.4e7.1B24 I The State of Florida Is an A JEEO employer. Coovnoht 2007-201A State of Florida.:: Privacy Statement :: ACCessibilrtv Statement :: Under Florida law, email addresses are public records. IfIpu you do not want your e-mail address released in response to a public -records request, do not send electronic mall 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 anemail address iftheyhaveone. The !malls provided may be used for official communication with the licensee. However email addresses are public record. Ifyou do not wish to supply a personal address, please provide the Department with an email address which can be made avallable to the public. To determine If you are a Ikesisee under Chapter 455, F.S., please dickJISM. Product Approval Accepts: I I obdit SAWN.^ MODEL DESIGNATION: Slmprlton Series 43-35 / 43-40 VWO Fbted Widow MMMU14 OVERALL NOMINAL SIZE: See Sties Chart DESIGN PMSURE RATING: see stm Chat USABLE CONRGURATIONS: 0 GENERAL DESOUP PION: The head, sill, and Side Jambs are extruded PVC. The wall thickness through which the anchor Screw perletrsdes is ambrbmlm of0.070'. 1. h 14-U2'O.C. d 6' MAX I I ..,.,...... 6, MAX 1 b Ff a o 0 ! 11 O 11 yg N Q 1c14 SIDE -W MAx. OYDWLRWW WWM SIZE CHART OVERALL SIZE DP RATINGWIDTH W. HEIGHT H. 96" 72' 40 PSF 74' 63' f50 PSF 80' 48• WIDTH AND HEIGHT CAN BE TRANSPOSED. 114 UIrAS A REOIOt. P.EtEN8'F•., Lucas Turner i< PE 6a201 aJ I 92018.04-13 Jlf No 5=1 \T9 mot tea7m Or_ 11:43+20,00 rF ? * ` 29Z?Y1tro34Q. 11.i9 NORM PORT. FL 342a6WINSTATEOFif0$ PN. 941-350-1574 1/47 TA OON ANCHOR iyHY/OK— Is 110 - wrtN I. UM EMS. n'IOVAARIs INTO CONCRETE (S@ CO.9QETf/Ml90FW NOT! 10 FOR W000) (Or OTHERS) 1xwood sllDl SUAVRE OYRr (M ORRBLs) EXT. FENORTER) SIIl00NE GIIUI INr. PEIUMUM 1/4' MAIL SMM BY OTHERS) 43.40 MEAD I I IaPanDNOT soou,aMo==L I ua 104I31/ta I Ix 10000 am CONcerru "NRY (SY OTHM) err OTHFA9) sa.icome emu Y On' PERDWW 1/4ro TA1NANt71aR 44•MAx-SIOlI WIM 1'sOR oftHMSvcT1/B15) G CoxcerR (SEE Mort! FOR WOOD) 1; SILICONE WHIN Err. PEROOTER) 43-40 JAMB U4- MAX SHOT 114'e TAICON ANCHOR Ir4• MAX SKIN ( BY OIMFAS) F 1.25' ION. EMS. BY OlHDL9) INTO CONCK (SEE SILICONE CAULK NOr! IO F011 wdo0) TNT. FEIum"M SILICONE CAULK Ix WOOD 0= SIUCONECiAW (arr. PEMMUrm SILICONE CAULK 11 RMBYOTHERS) (Err. PEEIEII) EXT. PER01E79) Ix WOOD BUCK CONCMENMSONRT (BY OTHERS) BY OTHERS) INro TAPCON ANCROR CONOWEIIMSONRY WITH I" MUL EMS. (BY OTHERS) • 4 •. .. INTO CONCRETE (SEE 43-40 SILL 43-35ANCHORAGENOTE10FORW000) NOTES: HEAD/IAMB/SILL 1. This Installation has been evaluated for use In locations adhering to the Forks IlWkag Code end where design pressure requirements es determined by ASCE 7 Mh m= Design LOods for &Mops and Other Structures do notexcaed the design pressure ratings listed herein. 2. For Installation when the sub -Muck Is less then 1 1/2' (FBC chapter 17Anchor go Meuhobl Tapem type concrete arKhm must be used ed the knout must be such that a minimum 1• embedment of the Topcon ode the concrete or concrete block is obtained, hplless otherwise mind. Anders should be a mInMerm d 2• from the edge of the cancreta, hollow block CIA, aconcrete block 3. All Interior and eaterkr padmetar surf ecs winw ofthedowmustbeined. 4. Adjust Topton anchor loodorb, If necasury, to maintain a nilydi of 2.0' tdearame loommabr )MRa. S. When the opthmol heir expender musedthe INSTALLERMUST ADAMthe anchorlengths tomaintain the required mbdmum embedm- Info dm arbstrabe 6. Anchors shell be spedNed and spaced as shown. Anchor embedment to base material Shell be bairn wag ckesshg or auomad into wood or concrete. 7. Wood bucks (by others) must bs engl um. and amlrored properly to transfer loads to the structure. Budd shell exmd beyond be rla peke d home such that he support of the Barre IS Movked. B. Fellow ITTY Tapcm arcMblp habhrciltra. 9. The responsibility for Sdectim of SlmommnProducts to mat any applicable local lawn, bldkhg codes, adhencas, or other safety requirements rests Solely with the archloM buildingowner, or cormactor. 10. For wood buck Substrates, use e12 wood screws with 1 1/2• min. embedment Into wood, unless otherwbe noted. Sows should bee nWamen d I• from the edge of the wood I1. A. Concrete camprrospe Strength . 3000 PSI at 20 days -e. Concrete Masonry Units dog confirm wlth sbength repuhemerros of ASTMC90 - C-Wood MInlmmrn Specific Grnhy . 0.S5 It Shams areoptionalMax. den stock is 1/4 . 13. Whom using a 1/4.0 Topcon er012 Woodscrew through the window frame, pre-0rlgthelow Mlsatspecifiedtutedetlm saw botbre. 14. When used In arm req ibirg bused poteAlmtd , s productREQUMES the us@ or approved lenPact resident shutters or other extemal prolectim. IS. FlashingshouldbsappliedusingtheASTME2112methodapproprlasfordoopeningIntowhichUWwindowtobeing &NO". 16. Glaring shall comply with ASrM E I300-04. 17. products Shen to cwbtructd asspocrad InOut reports ATI-C227101-109.47-rO and ATI-i274.02.501.47-rc. Tm1 aa. eaaderMoprsbrnln awe. No onamw car4rhaneatoalMneM6poop. Mmcisso YOwrakpaew1tlraW% move Map% . 0ko- b4nhlbrSere, teatithewag le1PR m4l.xaanrlwrarCxab smmmd , Warwl rMwxYarrllem. lllb waalnmlh t 1 r4torrl'ertpbberablWAd01axeswuwaerebP.Oahr t4bewa gem aeavwa Obnerldmel Telarmtes PSIMONTON' 1 . e0sI cocbsel Aw Faoeme. W V 26113OWanbAngler ion: aRlP X6As Im Iql al 0• > o mm TOR6 .Oes 43-35143.40 P CPJPA NO..P.E: SEAL-:REOUIRED' M&Ff QtSiGNATiOk- Simonton Series -.43-35.VinO Flied Window T PXuWINSTALLA. ION: SUPPORTED MA)dMLIM Seislii Chart, InvERALi -NomimAL BY:"AAMA 'TEST. REPORTS: 3: pEsigN Plirtaror 9ukGj-::; sea Size Chart A: LODATM 110TES AP6 QEXWL 0990110olidiL OVAGW Mml PROFIn P13t HIEW GENERAL nFSCRIPTI 7 1AWED WL EM OlSt HOIU ...... A Yh head. sill.. and. it&. jdrn i- &a eAruded PW-- The:wdil:th kne3a - . . . :. ICSIZE' CHART OVERALL SIZE Ruin lRui;jKl I OP RATING W' 1 72' :1:40 PSF.': 74' 63'. 6W 48§ NUCME c,.= JAMB 4 2SCALELE \. V 4X SCALE NOTES: ThWInStallation 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 Bulldings'ond -Other Ct Struurag. do not exceed thedesignpressureratingsherein; for. use outelde.the H.V.H.Z.- exterior perlmstir.surfaces*.of the window must be c4ulkid. : Interior caulking Is optional unless noted otherwise. IAnchors *hall be ag.ipecifled and spaced as shown. "Anchor. embedment to boo* moterlal-'sholl be beyond wall dressing or stucco and into wood. 4; The:reonsIb9lW applicable forselectional'Simonion products to meet an a,; I yp0ocoIlaws ny codes a nancee orotheraPsafetyrequirements -rests solely with the architect, building owner, or contractor.' 5. Shimsareoptional: *Max.,: Alm 'Stock Is 1/4'. 6. Wood bucks • by others) thist'be engineered and anchored iii"erly-to tranoter.loadg to the structure. 7. Whan' used In areas requiiing Impac . I protection this p . roduct, REQUIRESthe use' of approved Impact resistant shutters or other external protection., isnoshing should be applied uelng'the AM E 2112 methodology appropriate for the atienIn . 9 Into whi . ch thewindow Ag, beinginstalled.. 9. Installationscrews-iviust.ba'44 liall't'i/4" from.the sdge;of-ths:wood. 10. GIozIng* shad comply:wIth ASTM E 1300-04. 13 IN0094 7 told"- 4 = t" old other r4hu to no sobloot tnotter. m5K SIMON ob"oMd"d Tol pod "Iffd BY: MT115IIW ft doom" Is lov to the I coexTAC A DWOM thutItIsnottobediecloses, In W"We 0th the ft Mr—wg* F am tonAnglesIs 1? mWe" oftdmnotMRiWrPFMof FIT. I 'Fly x * .03rWITP!vWY " ume. XX * 30 XXX .003 43-35 MMVM'(F=) '001DOWTin Ix W= 0WAUAnW Soso - Fig ftr, E- I ProfessionaLRegulafion Emil r, nUc 'bLt:C_F5 io'.%L'l+.c<iC:•9 Gv'.'dC7 P?1'•di BQS Home I Log In I User Registration I Hot Topla I Submit Surcharge I Stats A Facts I Publications I FBc stall 1 505 Sne map Product Approval USER: Public User i IProduct Approval Menu > Product or Application Search > Aodkation Lis[ > Application Detail i FL if FL5167-R27 (40-1 t' S 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 rl Product Manufacturer Simonton/Ply Gem Windows Address/Phone/Email 3948 Townsfair Way, Suite 200 Suite 200 Columbus, OH 43219 614) 532-3596 luanne. hams@ plygem.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.harrls@simonton.com Quality Assurance Representative AAMA Address/Phone/Email 1827 Walden Office Square Suite 550 Schaumburg, IL 60173 847) 303-5664 webmaster@aamanet.orpg Category Windows R OII.`-' V Subcategory Double Hung' I Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By American Architectural Manufacturers Association Referenced Standard and Year (of Standard) Standard Year AAMA 450 2010 AAMA/WDMA/CSA 101/I.S.2 A440 2005 AAMA/WDMA/CSA 101/I.S.2 A440 2008 Equivalence of Product Standards i Certified By 5167.13 143-40 and 43-45 Limits of Use Approved for use in KVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design pressure: N/A Other: 36x72 (+/-30 PSF), 52x71 (+/-35 PSF), 48x80 35 PSF), 36x63 (+/-45 PSF), 44x63 (+/-45 PSF), 32x62 SO PSF), 36x74 (+/-50 PSF) Reflections 5050, Reflections 5300, 6100 VantagePointe, PerfeXion Gold Vinyl Double Hung Certification Agency Certificate FL516767 R27 C CAC 43-40 DH 32x62 R50.odf FL5167 R27 r rer 43-40 DH 36x63 R45.odf FL5167 R27 C CAC 43-40 DH 36x72 R30.0df FL5167 R27 C CAC 43-40 DH 36x74 RSO.odf FL5167 R27 C CAC 43-40 DH 44x63 R PG45_odf FL5167 B27 C CAC 43-40 DH 44x63 R35.odf FL5167 R27 C _43-40 DH 48x80 R3S.odf FL5167 R27 C CAC_43-45 waiver to 43-40.o0r quality Assurance Contract Expiration Date 09/12/2021 Installation Instructions FLS167 R27 II IN0432b 43-40 43-45 DH 2X.odf FL5167 R27 If IN0434-R6 43-40 43--45 DH 1X_odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5167 R27 AE FvalReoort-IN0434-R6.odf 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 FL5167 R27 r CAr 43-SO DH 32x62 R50 (ext).odf Approved for use outside HVHZ: Yes FLs167 R27 C CAC_43-50 DH 36x63 R45 fextl.Ddf Impact Resistant- No FL5167 R27 C CAC 43-50 DH 36x74 RSO (ext).odf Design pressure: N/A FL5167 R27 r CAr 43-SO DH 44x63 R45 (ext).odf Other: 52x71 (+/-35 PSF), 36x63 (+/-45 PSF), 44x63 FL5167 R27 C CeC 43-SO DH S2x71 R3S (ext).odf 45 PSF), 32x62 (+/-SO PSF), 36x74 (+/-SO PSF) Quality Assurance Contract Expiration Date 01/25/2021 Installation Instructions FL5167 R2711 IN0432 43-SO DH 2X.odf FLS167 R27 11 IN0569-R3 43-SO DH iX.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports R27 AE FvalReoort-IN0569-R3.odfFL5167 Created by Independent Third Party: Yes 5167.15 % 175-75, 75-09, 07-75, 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. 48x80 (+/-25 PSF), 53x74 (+/-30 PSF), 48x80 35 PSF), 52x71 (+/-35 PSF), 53x80 (+/-40 PSF), 36x63 SO PSF), 36x74 (+/-50 PSF), 36x72 (+/-55) 5167.16 175-75, 75-09, 07-75, 07-09, 07-10 and 07-20 Limns of Use Approved for use In HVHZ: No Reflections 5500, Generations, Impressions 9800, 6500 VantagePointe, PerfeXion Platinum Vinyl Double Hung Certification Agency Cprtificate FL5167 R 7 07-09-10-2n and OB-09-10-20 Waiver odf F:S167 R27 C CAC 07-10 07-20 to 07-09 Waiver.odf FL5167 R27 C CAC 07-75 DH 48x80 R PG35.odf FLs167 R27 C CAC 07-75 DH S3x74 R PG30.Ddf FLs167 R27 _C rer 07-75 DH 53x80 R PG40.odf FL5167 R27 C CAC_07-75 waiver to 07-09.odf FLs167 R27 C CAC 75-75 DH 36x63 R PGSO.odf FL5167 R27 r rer 75-7S DH 36x72 R PGSS.Ddf F:5167 R27 C CAC 7S-7S DH 36x74 LCSO.ndf FL5167 R27 C CAC 7S-75 DH 48x80 LC PG25.odf FLS167 R27 r CAr 75-7S DH 52x71 R PG3S.odf FL5167 R27 C CAr ACP-OS SIM 07-75 DH HS PW frame FLS167 R27 C_CAr ACP-05 SIM 75-75. 07-09, 07-75. 07- 09 7S-10, 7S-20 DH frame.Ddf 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.odf FL5167 R27 1I IN0132-Rll 75-75 75-09 07-75 07-09 07- 10 07-20 DH 1X.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5167 R27 AE EvalReoort-1N0132-Rli.odf Created by Independent Third Party: Yes Reflections 5500, Generations, Impressions 9800, 6500 VangtagePointe, PerfeXion Platinum Double Hung H-Mulled Triple Certification Agency Certificate F:5167 R27 C CAC 07-09-19-20 and 08-09-10-20 MODEL DESWRATIDON: Swanton Ddrab Hung Sobs Mn / 07.75/ 76.Oe/ 07.00 / 07-10 / 07.30 V" NnIM MAXINU14 OVERALL NOMINAL Ste: Secs SinOwn DESIGN PRESSURE RATWG: Ss• Sba chart USABLE OONFIGURATIM: k GENERAL DESCRIPTION; Thetwo $% srd dds Iwrras sn winds0•C TM wteUd " tluour0h which ties wldrer sates 0trralrastsf b • mh1YA0P kO.laT. 6' MAX I (-R 6' MAX x CIRCLW ANCHOR LOCATIONS FE{ REOIOREO FOR SOME SM. SB SRE CHART fD in Y I co I I 1,-. 4" M NAIL OVERALL fRANE wiOM — fo SIZE CHART OVERALL SOP RATI ORATINGWIDTH1wCIRCLED ANCHM LOCATIONS REWIRED? 44' or NO 2S PSF 46• Lip• No 7S PSF sr 71- NO S3' 60' yes 40 PSF 76' 36• 74' 76' 72' m SUBSTRATE TYPE ANCHOR TYPE MIN' OIBEO MAM A CONCRETE 2 NSI 16N. 3 16- 11YY TAPCON 1-1 2' 1-1 !r B 117 F N 3/16- Illy TAPOON 1' 2' 0 GAO. 3/16' IRE TAPCON 1-3/6' 7/6' 0 21 O-OS5SOUTHERN 10 wodo SCRON 1-3/6• 7/67 EIS UIR- STEELSEIf- ORRLNO FULL THREAD 1/2• i 1 6' N. FiIIL THREAD 1/2' Lucas Tumor 2016- 04-24 12:12t20:00 IN. EDGE Mr. SEE TABLE 1 SUBSTRATE by OTHERS ' SVJME CAULK OCT. PERINEM SEE NOTES 15• 16 zx' 04/1/ 1 rdrs Y•r Ta LIKS A. GPX u+ R PE 66201 TURNER 1.! AlaO waaRs• srw•wawa Ir• OQ6ULTNQ 9111C. OOA / 207701 u Aster Aamssam em®trria. usI.JABARA AtiG u nmorsto•mouc. u• NORM PORT. FL 34286 PH. 041-300-1574 INSTALLATION F4STE M SEE TABLE 1 MW. EMBED. See TABLE I SIU— AK I I I KEN. EM8EO. SIP TABLE 1 SEE NOTES IS • 1/ 4' MAX. SHIN SUBS BT t SILICONE GULL SEEUNI NOTES IS S 16 1/4• MAX. SHIN NO INSTALLATION SEE TABLE 1 iASIEtrBt YES 3:55 pap MAX. SHIM SILICONE CAULK SEE NOTES is a 1SILICONEGIA1k NW. EDGEGIST. SRLONECAULKSEENOTESLS ! 1641/ 4' SUBSTRATE SEE TABLE I. ( PEROIEIERI BY SEE NOTES IS! 16 SILL NOTES 1. This Lutallation has been evaluated for use In locations adherbp to the Florida Building Oode outside the HVHZ, and where pressure requirements as determined by ASCE 7 Minimum Designloads for Buildings and Other Stnrdures do rot evAced the design press To ratbgs herein 2. NI Interior and eRterior perimeter surfaces of the window must be Caulked. 7. Anchor type, site, spacing, embedment, and edge distance shall be as specified In these drawings. Use appropriate anchorage from Table I according to substrate type. A minimum center -to -center spacing of 3• shallbemaintained between allEta URrocons In any direction. 4. Anchor embedmenttosubstrateshagbebeyondwalldressingorstuom. For masonry opadnps with wood bucks less than 1.1/2' thick, embedment shall be beyond wood buck, If used, and Into masonry substrate. Wood buds with masonryare optlondL S. Wood or masonryopeNnps, buds, and buck 0 - - -rs, by otters, shaft be properly desIgnded eInstalled to transkr wind kiedstothe sbucture. 6. The responsibility for selection of St onton products to meet any applicable local laws, building codes, ordinances, or other sallety, repdreme is rob solely with the Wdtect, bulgbhg owner, or contractor. 7. Sims ere re Wred where gapsofgreaterthen1/16• eudst between opening and frame. N= shim stack IS 1/4'. Shims shall be Iwd•beer" and opable of trartira rb g loads to the substrate. S. When used In areas requiring Impact protection, this product REQUIRES the use of approved Impact resistant shutters or other externalprotection 9. Soling end flashing by others shouldbeappliedus" the AS'TM E 2112 methodologyappropriate for theopedng Into whichthe product Is beingInstalled. OvenO water penetration resistance ofthe Installed product IsnotaddressedIntwitdrawingandisthermgm4106tirofother. to. Gbsing shag amply with AST14 E 130M 11. All fastener penetrating Into premnre Crested woodshallbecapableofpreventingcorrosiondue to reaction with pressure treatmentddmvdcab. Any dlssbeGer materialsthat come Into contact shall be probecited to prevent m=Uors In aecodanm with ode requ kvrwft 12. A wied lead duration factor Cd . 1. 6 was used for theanalysis of wad sawn only. 13. Products shall be constructed asspeeded In test report AT[-A69B9.O1-S01.47, ATI-C9020.01-501-47, ATI-M2S.01-501-47, ATI-02914.01-109.47, ATI-D2916.01-109-47, AT1t2266.01-109-47 AND ATI.00700.01-501-47v0. 14.0esignadon'1C and'O• stand for the hallowing: X Operable Oand - O: Fbmd Panel. 1S.Use 100% pure sl0ara caulk compliant with AAHA OW Section I - Sedent Specifications for use with Arddtectuurai Fenestretion Products. For more details visit Simonton.com. IA.Uae a backer rod an all faints >3140 dwa andfor wider then MV. Finished Caulk Joint should be a minimum of 3/B• duo. s1 ItesrATETurIT ' `, Olmendonill 01dtrlt0 SIMONTON' TIW OesnWtblM vaRaa«imemr w+:wA.Ma nstlw• Unles r a0 . • pn PIctVV ntdlrwd"taftvA0dmsba. Rbdeamrtla IC•cransAvow Farhtsd too" rwl%at a dY •yrsaY arr011On hid a Y rK m M IAaaadwe, W V 2NI5 IYdsd, r•p•dr•sd w .rind• «ssr1, ry vM b sN•tlls rda IRA I.tm d*o,-«rtsYd S=rw am —cow am Yrwwor Osdrrwb SCALE. SM Mr. Wsdsw wahatb•anat. Tldslook"" des rut 6"A . K6.03 ITTsell sdsuwt+•rtdomutas6famsdn eaaaYsdYasdsOts/Mtlr pie A.ol a So milt bons•rh •Orrrret cow. ararlr sue Yc •IOfXXd.aS 757507.7s/7s-0!/07- 0!/07•I MODEL DESIGNATION: Simonton Double Hung Series 75-75 / 75-09 / 07-7S / 07-09 / 07-10 / 07-20 Vinyl window MAXIMUM OVERALL NOMINAL SIZE: See She Chart DESIGN PRESSURE RATING: See She Chart USABLE CONFIGURATIONS: X X GENERAL DESCRIPTION: The head, sill, and side jambs are extruded PVC. The wall thickness through which the anchor screw penetrates Is a minimum of 0.070'. Iil Q ZD 4 WLU x X LU v JLL QJ W O F x Lt 4 W' MAX. OVERALL FRAME WIDTH—{ ZD NO P.E. SEALREQUIRED INSTALLATION SUPPORTED By AA14A TEST REPORTS 2X BUCK SILICONE CAULK SEE NOTES 13 a 14 SIZE CHART OVERALL SEE DP RATINGWIdMNEIGIfr 48' 80' 325 PSF 53' 74' 330 PSF 48' 80' t3S PSF52' 71' Sr 80- 40 PSF 36' 63" 350 PSF36' 74' 36' 1 72- 3S5 PSF SILICONE CAULK SEE NOTES 13 a 14 1/4- MAX. SHIM SILICONE CAULK SEE NOTES 13 a 14 2X BUCK SILL REASUN6: UPDATED sm Fe1 NEW fl'S't010. ADDED Nat. EDGE DMUCI WM ADDED NEW s13 TO CNANT AWED IDI612 a 19 - AAYA SO UPDATED SMEs PER NEW h6ia0. 1 1/2' MIN. EMBED. 2X BUCK 08 X 2 1/2' MIN. WOOD SCREW 1 3/4- MIN. EDGEST. tLICONE CAULK CEE NOTES 13 a 14 SILICONE GUI( SEE NOTES 13 a 14 1/4' MAX. SHIM SILICONE CAULK SEE NOTES 13 a 14 JAMS NOTES: 1. Wls 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 exterior perimeter surfaces of the window must be caulked. Interior caulking Is optional unless noted otherwise. 3. Anchors shall be as specified and spaced as shown. Anchor embedment to base material shall be beyond wall dressing or stucco and Into wood. 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'. 6. Wood bucks (by others) must be engineered and anchored property to transfer loads to the structure. 7. When used In areas requiring Impact protection this product REQUIRES the use of approved Impact resistant shutters or other external protection. 8. Flashing should be applied using the ASTM E 2112 method appropriate for the opening Into which the window Is being Installed. 9. Installation screws must be at least 3/4' from the edge of the wood. 10. Installation screws may be placed In the Interior or exterior track of the jamb. Screws should be flush with the vinyl. 11. This product complies with ASTM E 1300. 12. Designation *X' and "0" stand for the following: X: Operable Panel - 0: Fixed Panel. 13. Use 100% pure silicone caulk compliant with AAMA 800 Section 1 - Sealant Spedfications for use with Architectural Fenestration Products. For more details visit Simonton.com. 14.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. TNt400WAN Ytlr PDPatr WhIM Mft4 yoa. rf"dWWrvatobft"Mmmw. no"Mae Y WwANd to at ng3Mt on Do vVenN a d0m dug t Y n01 a bA 2tdh84 apoduad h: d.Ya Port nor atlY 0>rOCtWn wthut M wmOmn or r pw of0oodr for mono Dom dw 6hna:00r O IeAL Ipllb b lallot hV011M111n m0tY100 Y aY /Oedn.d whld Y Pr0.11AhlAb:ed Ban AaOM wa aww" "Tokmom 00SIMONTON' 1 V 0 0. ti^ft 1 Cahn=Al andbowWV26k13 Oafmrb AnOft scA1e: JAM FR ofI s .01 a- 30 aln. Xxx A ADS 07- t / 07.10 07-20 00 ProfessionalOPRegulation- aCIS Home I log In I User Registration I Hot Topics Submit Surcharge I Slats b Facts I Publlotlons I FBc stair I eas Site Map I Unks Search d HondaVA Product Approval USER: Public User aaRtltC Product Approval Menu > Product or Application Search > Application L l > Application Detail FL * Application 'type Code Version Application Status 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) FL5167-1126 Revision / 1 2017 Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Simonton Windows 3948 Townsfair Way Columbus, OH 43219 614) 532-3596 luanne.harris@simonton.com Luanne Harris luanne.harris@simonton.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 Double Hung SDSO Certification Mark or Listing American Architectural Manufacturers Association American Architectural Manufacturers Association 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 Florida Licensed Professional Engineer or Architect Year 2010 2005 2008 Created by Independent Third Party: L_ I' Evaluation Reports Created by Independent Third Party: 5167.13/' 143-40 and 43-45 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: 36x72 (+/-30 PSF), 52x71 (+/-35 PSF), 48x80 35 PSF), 36x63 (+/-45 PSF), 44x63 (+/-45 PSF), 32x62 50 PSF), 36x74 (+/-50 PSF) 5167.14 1 43-50 (Three -Step Sill) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: 52x71 (+/-35 PSF), 36x63 (+/-45 PSF), 44x63 45 PSF), 32x62 (+/-50 PSF), 36x74 (+/-50 PSF) 5167.15 I75-75, 75-09, 07-75, 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: 48x80 (+/-25 PSF), 53x74 (+/-30 PSF), 48x80 35 PSF), 52x71 (+/-35 PSF), 53x80 (+/-40 PSF), 36x63 50 PSF), 36x74 (+/-50 PSF) 5167.16 175-75, 75-09, 07-75, 07-09, 07-10 and 07-20 Limits of Use Approved for use in HVHZ: No Reflections 5050, Reflections 5300, 6100 VantagePointe, PerfeXion Gold Vinyl Double Hung Certification Agency Certificate FL5167 R26 C CAC 43-40 DH 32x62 RSO.Ddf FL5167 R26 C CAC 43-40 DH 36x63 R45.odf FL5167 R26 C CAC 43-40 DH 36x72 R30.0df FL5167 R26 C CAC 43-40 DH 36x74 R50.odf FL5167 R26 C CAC 43-40 DH 44x63 R PG45.odf FL5167 R26 C CAC 43-40 DH 44x63 R35.odf FL5167 R26 C CAC 43-40 DH 48x80 R35.odf FL5167 R26 C CAC 43-40 DH 52x71 R35.Ddf FL5167 R26 C CAC 43-4S DH 52x71 R35.Ddf FL5167 R26 C CAC 43-45 waiver to 43-40.odf Quality Assurance Contract Expiration Date 09/12/2021 Installation Instructions FL5167 R26 II IN0432b 43-40 43-45 DH 2X.Ddf FL5167 R26 II IN0434-116 43-40 43-45 DH 1X_Ddf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5167 R26 AE EvaiReoort-IN0434-R6.Ddf Created by Independent Third Party: Yes 6100 VantagePointe, Asure, PerfeXion Silver Vinyl Double Hung Certification Agency Certificate FL5167 R26 C CAC 43-50 DH 32x62 R50 (ext).Ddf FL5167 R26 C CAC 43-50 DH 36x63 R45 (extl.odf FL5167 R26 C CAC 43-50 DH 36x74 R50 (ext).odf FL5167 R26 C CAC 43-SO DH 44x63 R45 (ext).odf FL5167 R26 C CAC 43-50 DH 52x71 R35 (ext).odf Quality Assurance Contract Expiration Date 01/25/2021 Installation Instructions FL5167 R26 II IN0432 43-50 DH 2X.Ddf FL5167 R26 II IN0569-R3 43-50 DH 1X.Ddf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5167 R26 AE EvalReoort-IN0569-R3.odf Created by Independent Third Party: Yes Reflections 5500, Generations, Impressions 9800, 6500 VantagePointe, PerfeXion Platinum Vinyl Double Hung Certification Agency Certificate FL5167 R26 C CAC 07-09-10-20 and 08-09-10-20 Waiver.Ddf FL5167 R26 C CAC 07-10 07-20 to 07-09 Walver.Ddf FL5167 R26 C CAC 07-75 DH 48x80 R PG35.odf FL5167 R26 C CAC 07-75 DH 53x74 R PG30.odf FL5167 R26 C CAC 07-75 DH S3x80 R PG40.Ddf FL5167 R26 C CAC 07-7S waiver to 07-09.odf FL5167 R26 C CAC 75-75 DH 36x63 R PGSO.odf FL5167 R26 C CAC 75-75 DH 36x74 LCSO.Ddf FL5167 R26 C CAC 75-75 DH 48x80 LC PG25.Ddf FL5167 R26 C CAC 75-75 DH S2x71 R PG35.odf Quality Assurance Contract Expiration Date 03/25/2020 Installation Instructions FL5167 R26 II IN0113 75-75 76-09 07-75 07-09 07-10 07- 20 DH 2X.Ddf FL5167 R26 II IN0132-R10 75-75 76-09 07-75 07-09 07- 10 07-20 DH 1X.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5167 R26 AE EvalReoort-IN0132-R10.Ddf Created by Independent Third Party: Yes Reflections 5500, Generations, Impressions 9800, 6500 VangtagePointe, PerfeXion Platinum Double Hung H-Mulled Triple Certification Agency Certificate E1.5167 RZ6 C CAC Q7_09=10.:.20and-08=09=1.0_20 MODEL DESIGNATION: Simonton Double Hung Series 43-40143.45 Vinyl Window MAXIMUM OVERALL NOMINAL SIZE: See Sim Chad DESIGN PRESSURE RATING: See She Chart USABLE CONFIGURATIONS: X X GENERAL DESCRIPTION: The Heed, e111, and side Jambe are aTAluded PVC. The well thickness thnwyh which the anchor screw penetrates Is a Mnbnum of 0.142*. Lucas Tumer 2017-12-01 11:05+19:00 SIZE CHART OVERALL SIZE DPRATINGWIDTH 11V' HEIGHT H' 36' 72' t30 PSF 44' 03' t35 PSF48' 80' 52' 71' 38' 83' t45 PSF 44, OX 32' 62' 150 PSF 36' 74- zI--I- 12/01/2017 LUCAS A. TURNER, P.E. FL PE j 58201 TURNER ENGINEERING dt CONSULTING, INC. COA / 29779) 1239 JASARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 Aoo®aramaeonr.Nole eomaan UNIATIMUZOV a. SUBSTRATE BY OTHERS SIUOOHE CAULK SEE NOTES 15 a 16. SHEET2 jV-111--l ONE CAULK OTES 15616. SHEET 2 SHM HEAD MIN. EMBED. SEE TABLE 1, SHEET 2 SILICONE CAULK SUBSTRATE SEE NOTES 156 1IL A114* MAIL SHIM BYOTHERS SHEET 2WCONECAW( INSTALLATION FASTE ERS 1W MAXSHIM SILICONE CAULKE NOTES 15 A 16 SEE TABLE 1. SHEET 2 SEE NOTES ISa 16EET 2 SHEET2 r MIN. EDGE OIST.. SUBSTRATES BY OTHERS 1 SEE TABLE 1, SHEET 2 SILL SILICONE CAULK fSEENOTES15a16. SHEET 2 JAMS ch—d,,,r,,,,,,,r SIMONTON' r 1 9 9 o r 1 C9rhr m A F "MIS X. 03 102 J0I1.01 7 3006L J=t LOS 43101434300YRE MIX SI.. J5O DATE noun I9hw1 0awa msm 1e0U17 MODEL DESIGNATION: Simonton DoubleHung Series 43.17 VinylWindow xots... EWrr, MAXIMUM OVERALL NOMINAL SIZE: See Size Chart t?,.GBAIeF t2/Ot /2 v ERTURNER DESIGN PRESSURE RATING: See Size Chad 7 No 58201 1:LUCK 1P.E. USABLECONFIGURATIONS: X I aW.T TURNER ENGINEERING h corlsuLnNc. INC. COA / 29779) T( 39 S BTATB On 1239 JABARA AVE. PHH.. GENERAL DESCRIPTION: The heed. am. and aide jambe are extruded PVC. The wan thickness O.. Np;CF 4ryr 9PORT, 380 1574 throughaddah the anchorspewpensimiss Is a minimumofOA42'. off$$ % TABLE 1: INSTALLATION FASTENERS TABLE 10 SUBSTRATE TYPE ANCHOR TYPE MIN. EMBED MIN 0 A CONCRETE 2 KSI MIN. 3 10' ITW TAPCON 1-1 2' 1 1 8' B HOLLOW OR GROUT—FILLEO CMUASTMC90117PCFMIN. 3/16' RW TAPCON 1' 2' C 0=055 SOUITHERNI N 3/18' RW TAPCON 1-3/8' 3/4' D LITHE PIN W 10 WOOD SCREW 1-3/8' 3/4' C 0I55 E 16 G 0.060 IN. TE0. 10— FULL THREAD 1/2' I SELF—ORAIINC SCREW F 1 8 UM. 6— MIN. OR019C 1 0' STEEL 36 KS I MIN. DRILLING SCREW FULL THREAD 1/2' I d NOTES: 1. This Insullatlon has been evaluated for use In locations adhering to the Florida Building Code outside the HVHZ, and where pressure requirements as determined byASCE 7 Minimum Design Loads for Buildings and Other Structures do not exceed the design pressure ratings herein. 2. For anchorage requirements In various substrates see Table 1. A minimum distance of 3' shall be maintained between any two Installation fasteners. 3. All Interior and exterior perimeter surfaces ofthewindow 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, Ifused, and Into masonry substrate. Wood bucks with masonry are optional. 6. Wood or masonry openings, bucks, and buck fasteners, by others, shall be property designed and Installed totransfer 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 suck 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 ofapproved 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 ofthe 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. Armydlsslmllar 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 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 byArchitectural Testing, Inc - York, PA. 1S. Use 100% pure silicone caulk compliant with AAMA 800 Section I - Sealant Specifications for use with Architectural Fenestration Products. Make sure surfaces are completely free from allold 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 Slmonton.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 wlndow(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 newWindow and structural opening surfaces. Silicone caulk should be forced Into Joint or compressed to assure fug contact on both surfaces and to expel any air pockets. SOS-0 MODEL DESIGNATION: Simonton Double Hung Series 43-40 / 43-45 VIny1 Window MAXIMUM OVERALL NOMINAL SIZE: See Size Chart DESIGN PRESSURE RATING: See Size Chart x A The head, 901. and side jombe are extruded PVC. The wall thickness through which the anchor screw penetrates is o minimum of 0.070'. 11 4 \ o 0 W p 0 W MAX. OVERALL FRAME WIDTH SIZE CHART OVERALL SIZE DP RATINGWIDTHHEIGHT 36' 72' 330 PSF 44' 36' 35 PSF48' 80' 52' 71' W. 63' 3 45 PSF44' 6Y 32' 62' 50 PSF 36' 74' NO P.E. SEAL REQUIRED INSTALLATION SUPPORTED BY AAMA TEST REPORTS SILICONE 2X BUCK CAULK SILICONE CAULK 1/4• MAX SHIM 2X BUO L114- AUL( AX. SHIM HEAD N x 2 1/2' MIN. WOOD SCREW WITH 1.5W MIN. EMBEDMENT INTO WOOD MIN. EDGE DIST.. SEE NOTES SILICONE CAULK REWSi011S: D MIS PER NEW TESIIMM ION. mot 013E NOTE. N01E3 12 a la - AAMA 000 N 10 O3 CHART. DATA SILICONE CAULK SILICONE CAULK 2x BUCK u JAMB NOTES: 1. This Installation has been evaluated for use In locations adhering to the Florida Building Codes and where pressure requirements as determined Iry 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 embedment to base material shall be beyond wall dressing or stucco and Into wood. 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 arc optional. Max. shim stack Is 1/4'. 6. Wood bucks (by others) must be engineered and anchored properly to transfer loads to the structure. 7. Screws should be a minimum of 3/4' from the edge of the wood. 8. When used In 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 be at least 3/4' from the edge of the wood.. 11. Glazing shall comply with ASTM E 1300. 12. Use 100% pure silicone caulk compliantwith AAMA 800 Section I • SealantSpedfications for use with ArchitecturalFenestration 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 dean opening surfaces completely. A fully primed surface Is recommended, but not required. Cleaning ofall surfaces should be done the same day ofwhich the silicone caulk Is to applied. For more details visit Simonton.com. 13. Caulk application: recommended air and surface temperatures at the time ofapplication are to be between 40 and 90 degrees F. Insure all contact surfaces are dean and dryIncluding the new wlndow(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. we deaxnnt b the ~y of Skmun trite"% .Neh r* DO tery w10 ot11er nou, tons subject natter. Ab16poddedtoWass, i an the e reewd BUM war II le no to be 4d0e4 septa I M ot de a rL ner Y"d M—.0meaon of the dee4A ffm,.d Cbwe or aseedsaonotherOMtmahemt no went. TMs nobicum does AM naa the 6 r1ote btDOahe Ydomeam 6"takad b this deaninlBAN", obtained ban wooer eewa Itnw111ono1 Talermlea MO9SIMONTON' 1 xDOe/ e I0 1CDra1eWAeaaaDmeIWY 2d41S Deebltds An01nAa . 03 II ter t AX Nt . 01 W 30 nA J00t ! .007 4}ee ea -a I SIDED FP- Pr0C I Prepared By: — 1 4k, h 0` VO Return to: FASWEL LLC GRANT MALOY, SEMINOLE COUNTY 3020 Mercy Dr. Orlando, FL 32808 CLERK OF CIRCUIT COURT & COMPTROLLER BY, 9169 P9 1744 (iP9s) CLERK'S T 2018079139 NOTICE OF COMM ENCEMEN'IRECORDED 07/10/2018 03:02.1.6 PM State of Florid@ RECORDING FEES $10.00 RECORDED BY hdevoreCountyof - Parcel ID: 0 =_5 606o-611-0 Permit#: 12- 30-32- The undersigned hereby gives notice that improvement will be made to certain real property. In accordance with Chapter 713, Florida Statutes, the following Information is provid d in t e Notice of CQmmencement: lab iAG t Woo —As GE 2. 3 a. Owner name/address: 104? 4 6 y271C /-Z6 "0401'C'156 0'0'(25' !!j" 020, b. Interest in property: (1i—irvi— PV- 3,A-r73 c. Name and address of fee simple title holder (it other than owner): 15*0214e_ o4. Contractor Name and Address: FASWD. LLC t 3020 MERCY DRIVE ORLANDO FL 32808 Phone:407-770.0184 Fax:407-770-0187P5. Surety —Name and Address: Amount of bond: $ 6. Lender — Name and Address:,([' 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a) 7, Florida Statutes: 44'a- B. In addition to him/herself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes [Provide Name/Mailing Address]: 9. NOC expiration date (one full year from the date of recording unless different date is specified): WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 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. Verification pursuant to Section 92,525, Florida Statutes: Under penalties of perjury, I declare that I have read the foregOwend-t4akthe facts stated in it are true to the best of my knowledge and belief. or Ov;ner's Authorized Officer/Director/Partner/,NAanager) The forefore of i urnant acknooviledged before me this _ _ day of print name of person) as tiNn q:1_ ___(type of authority) for _ _ _(name of party on behalf of whom instrument was executed). otary Public ram• FRANK J. MARTINUS MY COMMISSION 4 FF 159175EXPIRES: September 11. 2018 OWPersonally Known _.R• Produced Identlficatii LIMITED POWER OF ATTORNEY I herebyname and appoint r PP 0 to be my lawful attorney -in -fact to act for me and apply for a I I OA permit for work to be performed at the location described as: zb 1JO s a, Address of Job) Owner of Property) And to sign my name and do all things necessary to this appointment. of Certified Contractor Scott A. Varga (CGC1518212) Printed Name of Contractor and License Number STATE OF FLORIDA Thy foregoi g instrument was ackno I dged before me this day ofSwhoispersonallyknowntomeorOhasproduced of identification) has identification. Signatur f Notary Public, State of 'da SEAL) Suzanne Baltzley Print/Type/Stamp Name of Notary Public Z Notary Public State of Florida Suzanne BeltzleyMyCommissionGG180896 Expires 12/02/2021 20-11, by type