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2004 Washington Ave (2)
14 7MAR Iv D CITY OF SANFORD BUILDING $ FIRE PREVENTION 2 2016 PERMIT APPLICATION Application No: Documented Construction Value: $ gF7o Job Address: aooy Historic District: Yes No Parcel ID: 3 -19 Residentiaa? Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work:RJO CXN- W' v X".s , 20, s b 1 2SL-- Plan Review Contact Person: a 2y Title: Phone: 7ol-7-637 -kWFax: Email•+z-yk. C^0' Xa t @, e`F jetLt Property Owner Information Ic T A- 0_tP1 Name LOUD 2 "0'P_ l`6`t1Q Street: ao` i U as•k+K- City, State Zip: Ksckq -04,1 1= G Phone: L/ b7-%_%7 •3V Co Resident of property? : Contractor Information Name v M2 (r rl A„a C ecv 4, Street: City, State Zip: No, M FL 33 Name: Street: City, St, Zip: Bonding Company: Address: Phone: a - Cob?—y(/ v Fax: State License No.: O % (0 8 Architect/Engineer Information Phone: Fax: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 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: 51h Edition (2014) Florida Buildi 6 Code Revised Tune 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found to 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 pen -nit 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. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Yia Signature of Contractor/Agent Date 1-1 M DMaIgJ= Print Contractor/Agent's Name Signature of Date Ao "fit, MARYLOU SESAK MY COMMISSION *FF146073 407) 398-0153 EXPIRES July 29, 2018 F to r idaN otarygery ice. corn ontractor/ Agent is + Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: _ Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: COMMENTS: Re% iced: June 30, 2015 FIRE: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: • 24-'l% Permit Application 0 Permit # RECORD COPY City of Sanford Building and Fire Prevention Product Approval SEecification Form 16-882 Project Location Address alrD t'J\0)ING\ SANF ltfJ r, REVIEWED poR CODE COMPLIANCE PLANS EXAMINER DATE 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 A PERMIT 196UED TO PR HALL BE CONSTRUE0 TO BE A WITH T14—ra W ORK AND NM. AS Sectional LIGENSE AUTHORITY TO A LATE, CANCEL, ALTER OR SET Roll U Automatic THE BUILDING FFICIAL FROM THEREAFTER Other coNSTguCTION A VI;aTI;4S OF THIS CODE 2. Windows Single Hun Horizontal Slider q 6-6-r CQi 00 sip ,1 Casement Double Hung v--Sgt -o V1 4 6- 3j- f 00 Fixed 4 a)-y O 6Q0 0 SI -7`1. 1 Awning Pass Through Projected Mullions Wind Breaker Dual Action Other n 67-,— (a-Sov 54-79. June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u 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,;-I' Applicant's Name M p yyt,, /lam Please Print) June 2014 WINDOWS DIAGRAM SHEET Job#: customer: Myh Consultant' I JOB c+- Date oor REAR SYMBOLS Kitchen NameRoom - Window FRONT t-_---- i Note 1) indicate 1st, 2nd, etc Floor of house ar iep of template; 2) create outline of house and indicate all rrodo*s, doors, and roorns, 31, number the windu s to be replaced h;3h carespand;ng number from; Spec Sheet W9ndcw D.agram Sheet 11/9/2012 lNIA1GOW SPECIFICATION SHEET - $OR Sheet 4 932040 ons IMM Oi Do"o - _ oate l(I New Mina— Eantmq Wind—hM'nsmements Gras Product Options tabor Options ll:rye Lxauons Frpn cutsefq Lert to Right 1 Rays, Bows. Colo• Roagh Opening a al bars of bars Csmnts, I Pnl, Leca'mn useL R or m— V Glass rdware Misc Items Code— Fmdaorsuse - V' v. 1 scmens Mull statlo-Y ur X'.operabng Style Wraps E r e4 o 0Y i noon Roar Cado IY/N) St le Code kdrs Code 5 s° I Sillt z PM+ a s 0 1 Lei_ F'' xDo Si rT I pfa I v Lo 340 S 1 44 G vo 55-1 roo 51- 3Ss 40 Erl I N o !cd Ita g r, to 3 o h s v x Y& w Y'l x o x t vd I P141— o IL SPECIAL CONSIDERATIONS wrapCGN• IntHiIX Uelna TYpa Bay or Ifoww-ndo, valbmd Matcta.Mnyl cnlrt 1a 00) gYPiMactlxl MNN Dbanas day Tlantu Type LDH SHQCamng--- Tq: of w dpr'r sdfit Nscl+ns' I Mcarrvrwt and agra wuh all t!.)ob speCYgbom abme and the N twd m rolM. role d solflr malCrr — - Conrtua Roal:YesT Nc) Ixc,N Tenn CimdMatupn dmbac4 dth wll vlCpstamd)imr Garden sYnd— - v katbo,,d RL:erol:MA0 M'Y- 1b•+ne. Tafn er Caks uripmersq.— n tMcY n Gnj-) It—, wN es or N' vc+wurw LYNta. Re Hama Dw. WAaw GLslpnar ry r1 ,f' }. .r f:,.—.', ^•.i^x- s'aAra:.-Mhr.ni , i t'r. -f.;'.y• :y r.'4.4i,, r ,y.1,i•r'-'3;,•1'0„'.. iF r1. ^?{ei Ya1y;c4r !F?Y4r,fi+.s N+fi+.w. ICY J 3 r ; ;'• r~ (% a r u.:;...,-= 5, d YrCn' N` lira: -ee ry y rtr 3..rszw".zILh1'S..;:'I.,'si•....;,,;.a..,. 'F t#wraY *aY iMieaw.slenErl•':wta.i.t,71ti Air7r:.',.ai.' i i-•, ^',• d ; BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Unks Search Business'/ ', _... Professional ! a'i Product Approval 1USER: Public User Proc- t Anoinanl n. n,g > crcd,ltr or applra t,on Seth > Ao: hcat;=n List > Application Detail r;. i wr'f 1: .a i.. t._ v , FL FL5179-R13 ~ i Appl! caUon Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. r t Comments Archived Product Manufacturer Simonton Windows Address/ Phone/Email 1 Cochrane Ave Pennsboro, WV 26415 614) 532-3596 luanne. harris@sinionton.com Authonzed Signature Luanne Harris luanne. harris@sirmnton.com Technical Representative Luanne Harris Address/ Phone/Email 1 Cochrane Ave Pennsboro, WV 26415 614) 532-3596 tuanne. harris@sirnonton.com U Quality Assurance Representative AAMA Address/ Phone/Email 1827 Walden Office Square Suite 550 Schaumburg, IL 60173 847) 303-5664 webrriaster@aan- onet.org Category Windows Subcategory Horizontal Slider Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By American Architectural Manufacturers As r . Referenced Standard and Year (of Standard) Standard Year AAMA/ WDMA/CSA 101/I.S.2/A440 2005 AAMA/ WDMA/CSA 101/I.S.2/A440 2008 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FI5179 R13 Fauiv SimEx-PVC-Equivalency odf Product Approval Method Method 1 Option A Date Submitted 06/24/2015 Date Validated 06/29/2015 Date Pending FBC Approval Date Approved 07/05/2015 Summary of Products FL # i Model, Number or Name Description 5179.1 107-09, 07-10 and 07-20 Reflections 5500, Prism Platinum, Generations, Impressions 9800, j Sears 9300, Amcraft Grand Estates Premier, An -craft Grand Estates Prerruum Plus, Grandura Vinyl 2-bite Horizontal Slider Limits of Use I Certification Agency Certificate Approved for use in HVHZ: No j FL5179 R13 C CAC 07-09 HS 6308 R PG55.rdf Approved for use outside HVHZ: Yes FL5179 R13 C CAC 07-09 HS 73x51 R PGSO.odt Impact Resistant: No FL5179 R13 C CAC 07-09 HS 78x63 R PG25 ndf Design Pressure: N/A FL5179 R13 C CAC 07-09-10-20 and 08-09 -10 -20 Waiver.adf Other: 78x63 (+/-25 PSF), 73x51 (+/-50 PSF), 63x48 (+/-55 Quality Assurance Contract Expiration Date I I PSF) 04/25/2017 Installation Instructions j FL5179 R13 II IN0137 07-09 07-10 07-20 SL 2X odfI FL5179 R13 II INO 07-09 07-10 07-20 SL 1X rdf I Verified By, American Architectural Manufacturers Association f I Created by Independent Third Party: I Evaluation Reports j Fl 5179 R13 AE PER3826 SS 2015-05-24 odf jCreated by Independent Third Party: Yes 15179.2 07-09, 07-10 and 07-20 1 Reflections 5500, Prism Platinum, Generations, Impressions 98GO, iSears 9300, An -craft Grand Estates Premier, An -craft GrandEstatesPremiumPlus, Grandura Vinyl 3-Lite Endvent Slider Limits of Use C_ertification Agency Certificate Approved for use in HVHZ: No FL5179 R13 C CA C 07-09 EV 100x48 R PG45.odf Approved for use outside HVHZ: Yes I FL5179 R13 C CAC 07-09 EV 105x51 R PG45.rdf Impact Resistant: No FL5179 R13 C CP,r, QZ EV 136x63 R _ __L di Design Pressure: N/A FL5179 R13 C CAC 07-09 EV 148x48 R PG30.Ddf Other: 136x63 (+/-25 PSF), 148x48 & 84x63 (+/-30 PSF), 105x51 FL5179 R13 C CAC 07-09 EV 84x48 R PG55 ndf 100x48 (+/-45 PSF), 84x48 (+/-55 PSF) FL5179 R13 C CAC 07-09 FV 84x63 R PC30.2df FL5179 R13 C CAC 07-09-10-20 and 08-00-10 -20 Waiver.Ddf Quality Assurance Contract Expiration Date 06/05/2017 Installation Instructions FL5179 R13 II IN0226 SS 07-09 07-10 07-20 EV 1X odf FL5179 R13 II IN0227 07-09 07-10 07-20 EV 2X odf J Verified By: American Architectural Manufacturers Association Created by Independent Third Party: I iEvaluation Reports FL5179 R13 AE PER3825 SS 2015-06-24.Ddf Created by Independent Third Party: Yes 5179.3 i 07-20 (Nailing Fin Installation) I Reflections 5500, Prism Platinum, Generations, Impressions 9800, Sears 9300, Amcraft Grand Estates Premium Plus, Grandura Vinyl 2-Lite Horizontal Slider Limits of Use - --- -- A- -- - --------- ----- -- Certification Agency Certificate -- ---- --- -- Approved for use in HVHZ: No I FL5179 R13 C CAC 07-20 HS 73x62 R PG50 (ext ).odfiApprovedforuseoutsideHVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/27/2016 Design Pressure: +50/-50 Installation Instructions Other: 73x62 I FL5179 R13 II iN0526 07-02 SL 2X.ndf I Verified By. American Architectural Manufacturers Association Created by Independent Third Party, Evaluation Reports Created by Independent Third Party: 5179.4 ! 07-75 THD 6500 Vantage Pointe Vinyl 2-bite Horizontal Slide - Limits of Use I Certification Agency Certificate Approved for use in HVHZ: No FL5179 R13 C CAC 07-75 HS 63x48 R PG55.rdt Approved for use outside HVHZ: Yes FL5179 R13 C CAC 07-75 HS 72x48 R PG45.odf Impact Resistant: No FI 5179 R7 3 C CAC 07-75 HS 78x63 R PG25 rdf Design Pressure: N/A FL5179 R13 C CAC 07-75 HS 78x63 R PG40 ndf Other: 78x63 (+/-25 PSF), 78x63 (+/-40 PSF), 72x48 (+/-45 Quality Assurance Contract Expiration Date PSF), 63x48 (+/-55 PSF) 10/15/2017 I Installation Instructions FL5179 R13 II IN0224 SS 75-75 St. -X Ddf FL5179 R13 II IN0225 07-75 SL 2X.pdf Verified By. American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5179 R13 AE PER3824 SS 2015-06-2a ndf Created by Independent Third Party: Yes — 5179 5 1 07-75 THD 6500 Vantage Pointe Vinyl 3-Lite Endvent Slider - Limi s of Use Certification Agency Certificate Approved for use in HVHZ: No FL5179 R13 C CAC 07-75 EV 100x48 R PGIS ndf j Approved for use outside HVHZ: Yes FL5179 R13 C CAC 07-75 EV 110x63 R PG40 rdf Impact Resistant: No j FL5179 R13 C CAC 07-75 EV 136x63 R PG25.odf Design Pressure: N/A FL5179 R13 C CAC 07-75 EV 84x48 R_pG55.01jr ' Other: 136x63 (r/-25 PSF), 84x63 (+/-30 PSF), 110x63 (+/-40 FL5179 R13 C CAC 07-75 EV 84x63 R PG30 u(If ' PSF), 100x48 (t/-45 PSF), 84x48 (+/-55 PSF) j Quality Assurance Contract Expiration Date 10/15/2017 E Installation Instructions FL5179 R13 II IN0144 $S 75-75 EV 1X.Ddf F! 5179 R13 II IN0145 07-75 EV 2X Ddf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports : F!5179 R13 AE PER3822 SS 2015-06-24.0Ci Created by Independent Third Party' Yes — 5179.6 : 41-18 Profinish 6nckMould 300 Vinyl 2-Lite Horizontal Slider I Limits of Use Certification Agency Certificate Approved for use in HVHZ- No FL 5179 R13 C CAC 41-18 HS 73x63 R30 odf Approved for use outside HVHZ: Yes 1 Quality Assurance Contract Expiration Date Impact Resistant: No 09/12/2016 Design Pressure: +30/-30 Installation Instructions Other: 72x60 FL5179 R13 11 IN0234 41-18 SL 2X odf Verified By American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: i 5179.7 ( 42-19 Profinish BnckMould 600 Vinyl 2-Lite Horizontal Slider Limits of Use l Certification Agency Certificate Approved for use in HVHZ: No FL5179 R13 C CAC 42-19 HS 60x52 R PG45 (ext )df Approved for use outside HVHZ: Yes I FL5179 R13 C CAC 42-19 115 69x65 R PG25 (ext.).odf Impact Resistant: No I FL5179 Rl3 C CAC 42-14 1 - 72x36 R PG40 (ext 1_ d Design Pressure: N/A FI 5179 R13 C CAC 42-19 HS 72x54 R PG30 (ext )odf Other: 78x63 & 69x65 (+/-25 PSF), 72x54 (+/-30 PSF), 72x36 FL5179 R13 C CAC 42-19 HS 78x63 R PG25 (ext )rdf 40 PSF), 60x54 (+/-45 PSF) Quality Assurance Contract Expiration Date 10/26/2016 Installation Instructions FL5179 R13 II IN0152 42-19 SL 2X.Odf Verified By: American Architectural Manutacturers Association by Independent Third Party: I • ICreatedEvaluation Reports Created by Independent Third Party: 5179 8 42-19 Simonton Profinish Brickmould 600 Vinyl 3-Lite Endvent Slider Limits of Use Certification Agency Certificate Approved for use in HVHZ: No i FL5179 R13 C CAC 42-19 EV 8406 R PG40 (ext_ZD-d-1 Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No i 12/07/2016 Design Pressure:-40/-40 Installation Instructions Other: 84x36 j FL5179 R13 rI IN0153 42-19 EV 2X.Ddf Verified By, American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5179.9 43 06 and 43 17 THD 6060 Vantage Pointe, Profinish Budder, ProFin sh Contractor, ProFinish Master, Grand Estates New Construction Vinyl 2-Lite i! 1 Horizontal Slider - -i Limits of Use Certification Agency Certificate Approved for use in HVHZ: No I FL5179 R13 C CAC 43-06 HS 7208 R35 Ddf Approved for use outside HVHZ: Yes FL5179 R13 C CAC 43-06 HS 72x63 R30 odf Impact Resistant: No 1 R1.1 C CAC 43-17 to 43-06 Waiver.adf Design Pressure: N/A Quality Assurance Contract Expiration Date Other: 72x63 (+/-30 PSF), 72x48 (+/-35 PSF) 07/11/2016 Installation Instructions I FL5179 Rl' fI IN0142 43-06 43-17 SL 2X odf FL5179 R13 II IN0260 SS 43-06 SL 1X.Ddf Verified By, American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports I F!5179 R13 AE PER3527 SS 2015-06-24.odf i Created by Independent Third Party: Yes 5179.10 ; 43-06 and 43-17 i THD 6060 Vantage Point, Profinish Builder, ProFinish Contractor, ProFinish Master, Grand Estates New Construction Vinyl 3-Lite Endvent Slider Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5179 R13 C CAC 43-06 EV (Fin) 96x63 R PG30 (ext ).Ddf Approved for use outside HVHZ: Yes FL5179 RIB C CAC 43-17 to 43-06 1Naiver.0df Impact Resistant: No i Quality Assurance Contract Expiration Date Design Pressure: +30/-30 09/07/2016 I Other: 96x63 Installation Instructions I FI 517Q R13 11 IN0170 43-06 43-17 EV 2X odf FL5179 R13 II IN0269 SS 43-06 EV 1X.Ddf i 5179.11 !43-17 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: 72x63 (+/-30 PSF), 72x48 (+/-35 PSF) I i 5179.1243-40---_------ I Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FI S179 R13 AE P R3829 SS 2015-06-24 odf Created by Independent Third Party. Yes i j Profinish Contractor, Amcraft Grand Estates New Construction Vinyl 2-Lite Horizontal Slider TCertification Agency Certificate FI 5179 R13 C CAC 43-17 HS 7208 R35.oaf Fi S179 R13 C CAC 43-17 HS 72x63 R30 (ext) odf Quality Assurance Contract Expiration Date 09/12J2016 Installation Instructions FL5179 R13 II 1N0141 43-17 5L 2X Ddf FI 5179 R] 3 II IN0262 SS 43-] 7 SL IX,odf Verified By American Architectural Manufacturers Association Created by Independent Third Party: i Evaluation Reports 1`I5179 R13 AE PER3828 Sc; 2015-06-24 odf I Created by Independent Third Party: Yes Reflections 5050/5300, 6100 Vantage Pointe, Asure, Prism ; Bronze/Gold/Ultra Gold, Grand Estates, Grand Estates Plus Vinyl 2- Lite Horizontal Slider Limits of Use Certification Agency Certificate Approved for use in HVHZ: No i FL5179 R13 C CAC 43-35 HS 7225?6 R35.Dri If Approved for use outside HVHZ: Yes FL5179 R13 C CAC 43-35 HS 72x54 R PG30.odr Impact Resistant: No I FL5179 R13 C CAC 43-35 HS 78x63 R PG25.Ddf i Design Pressure: N/A FL5179 R13 C CAC 43-35 to 43-40 SL Waiver.Ddf Other: 69x65 (+/-25 PSF), 78x63 (+/-25 PSF), 72x54 (+/-30 FL5179 R13 C CAC 43-40 HS 69x65 R25 Ddf PSF), 72x36 (+/-35 PSF) 5179.13 f 43-35 and 43-40 I I F Limits of Use ' Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-35 Other: I i I 5179.14 43-40 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure:-40/-40 Other: 72x36 FL 5179 R13 C CAC 43-40 HS 72x54 R P1330.01 FI 5179 R13 C CAC 43-40 HS 78x63 R-PG25.odf Quality Assurance Contract Expiration Date 01/25/2016 Installation Instructions FI-5179 R13 Il IN0139 43 5 43-40 SL 2X.odf I Verified By: American Architectural Manufacturers Association I Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Reflections 5050/5300, 6100 Vantage Pointe, Asure, Prism Bronze/Gold/Ultra Gold, Grand Estates, Grand Estates Plus Vinyl 3- Lite Endvent Slider Certification Agency Certificate FL5179 R13 C CAC 43-35 EV 84x36 R35.odf FL5179 R13 C CAC 43-40 EV 84x36 R-PG40.odf Quality Assurance Contract Expiration Date i 01/23/2016 Installation Instructions I FL5179 R13 II IN0146 SS 43-35 43-40 EV 1X odf FL5179 R13 II IN0147 43-35 43-40 EV 2X odf Verified By. American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5179 R13 AE PER3823 SS 7n15-06-24.Ddf 1 Created by Independent Third Party: Yes— i Reflections 5050/5300, 6100 Vantage Pointe, Prism Bronze/Ultra 1Gold, Grand Estates, Grand Estates Plus Vinyl 2-Lite Horizontal Slider Certification Agency Certificate — j FL5179 R13 C CAC 43-40 HS 7206 R PG40 (ext ).Ddf Quality Assurance Contract Expiration Date 05/ 12/2016 jInstallation Instructions i FL5179 R13 fI IN0566 43-40 SL 2X Ddf j Verified By: American Architectural Manufacturers Association I Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: C-1—t Us Phone 850-481-1824 The State of Florida is an AA/EEO employer roovnoh[ 007-2013 State of Florida. Privacy Statement Arress bdity Statement . Refund Statement finder Florida law, email addresses are public records. If you do no: .vant your a -mail address released in response to a public -records request, do not send ele-ctronic mall to this entlry.:nstea tl, contact the office by phone or by traditional mad. If you have any questions, please contact 850.487 1395 "Pursuant toSect -on 455.279(1), Florida Statutes effective October 1, 2012, licensees licensed under Chapter 455, r.S must provide the Department with an email address iftheyhaveone. The emails provided may be used for official communication with the licensee However email addresses am public record. If you do not wish tosupplyapersonaladdress, please provide the Cepartment with an email address which can be made available to the public To detem me if you are a licensee A M4DFL DESIGNATION Simonton Endvent Slicer Series 75-75 / 07-09 / 07-10 / 07-20 / 07--75 / 7.5-09 / 75-10 / 75-20 Vinyl Window MAXIMUM O—VE AL4 NOMINAL SIZE See Size Ch.,L DL%j PRESSURE RATING. See Size Chart 2 P,CV -- REVSIONS 3/I6.0 TAPCON ANCHOR 4 UPDATED CLA21NG BEAD PROFILE MATH 1 25" MIN. EMB S UPDATED SZES AND INSTALLATION TYPO INTO CONCRETE MIN EDGE DIST, SEE NOTE 2 1 RL P 1I E g'ARf 0. CONCRETE/MASONRY 7 uA c 5 N xESTIN D BY OTHERS) - NOTES 15 i 16 1X WOOD BUCK g UPORIm SIZES PER NEW TESTING PECORA 896_ _ —(BY OTHERS) SIUCONE CAUU( ! 9 AOvEO NIN EDGE OIST. NOTE DATE. PECORA 896 U.500' GLASS BITE USARL I CONFIGURATIONS• XOX SIUCONF CAULK, GLAZING COMPOUND GENERAL DESCRIPTION The head, sill, and side Iambs are extruded PVC The wall thickness W/4' MAX SHM PECORA 896throughwhichtheancho• screw penetrates is a minimum of 0070" BY OTHERS) 1 /8ANNEALED IAIR SPACE SIZE CHART OVER SIZE DP RATING 136' 63' f25 PSF 84- B t30 PSF 110" 63' t40 PSF V 1Do 48" 145 PSF _ 84' 48' 155 PSF Digitally signed by Hermes F Norero, P E 7 Reason I am approving this document Date 2015.06.240/ 4812-04'00' I111 Fp 1 HEAD ` SPACER 1 4X SCALE ._ __ _ __ _ GLAZING DETAIL -- TYPICAL IX WOOD BUCK aY OTHERS) PECORA 896 CONCREIL/ MASONRY % SIUCCNE CAULK 1/ 4' MAX SHIM (BY OTHERS) 1// 1/ 4' MAX SHIM BY OTHERS) (BY OTHERS) PFCORA 896 3/ 16.0 TAPCON ANCHOR SILICONECAUJ( WITH 1 25' MIN PAS_ PECORA 898 INTO CONCRL TE SILICONE CAULK 1X WOOD BUCK MIN EDGE DIST, SEE NOTE 2 CONCRETE/ MASONRY s (BY OTHERS) BY OTHERS)- ' " PECORA 898_ SILICONE CAULK SILL 4X SCALE 1 JAMB 4X SCALE N0T_ S 1 this vistdiol inn has been ewluoled for u • in lacahona adhering to the current norida BuIlding Code old where design pressure req. venom its as detemn by ASCE 7 UIn,mum Cealgn Loads for Buld,nga and Olhen Structures do not a teed the deal gn Pressure ratings listed heron, for use outside the H VH Z 2. For installation where the sub -buck rs less than 1 1/2' (FBC chapter 17 Anchorage Methods) Top col typ• convels anchors must be used and th• 111,11 ust be ouch that o m 1 1/4' embedment of the Topton into the c tint• or concrete block is obtained, unless otherwise n,led Anchors s- Id be a mnanum of 2 1/2'n tram the edge of the concrete, hollow block CMU, or concrete block 3 AN interior and exterior perimeter surfaces of the window must o caulked 4. Adjust Top_ anchor locohons. If necessary, to nalnian o -renmum of 20' clearance from morter pints 5. When the optional head expander, are used, the INSTALLER MUST ADd1ST the anchor lengths to maintain the required mnmum embedment Into :he subct- ate ^ 6. Anchors sh.11 be ,psc,Ded and waced a, shown And -or embedment to Lose matenid 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 to inlenior face of frame such that full support of the frame I, prowdcd 8. Follow ITW/Elco Top— anchoring structons. 9 The reapans,CA.ty for selection of Simonton Product, to meet any applicable Iota lass, buuding codes. ord—ces, or other safety requlr—m, rest, sac) with the archdmt, buldng or cm tractor 10 A Concrete compressive strength - 3000 PS at 28 days. B. Concrete Masonry Urlts shill conform with strength requlrements of ASTM C90 C. Wood M nmum Specifc GraNty - 055 11 Shims a e oplionc, Max shim alac4 ,3 1/4' 12 Men using a 3/16"0 ,00con, through the window frame, pre-drhl the lhru hole cl specified nstoliabon scree 1—fi.ns 13 When used n area, «qu,rng impact protection, this product REWIRES the use of approved Impact resistant shutters or other external protection 14 Flashing should be applrod using the ASTM E 2112 method appropriate for the openng No which the winnow is being Installed 15 Clazng shall comply vita ASTM E I300 a cording to nordo Building Code 16 Des9-6.n 'X' and '0' stood far the fdloaias X Operable Panel 0 Fixed Panel ATW - gs o RE srA u N, SIMON TON' B NO144 The document is the property of Simonton Msndows, which M Din enaonal Tdsance, v Irr a AWN Y DA r• loins all Fapnetery and other right, so It, subpcl matter Uflle5i0lhenwlse Soec,f TOD 10/24/0 This document rs p "I'd to the —,p,enl the expressed nAihanthatItonottobedl—loeea, reproduced in whole or ALLOY r4 TEMPER I Cach an: .l. tinter Wk 'rills C14ECKc BT UAIE par, nor use! canyncllor w:!, the desgr•, man,.facture w LU Dewmals Ang ea SCALE SHEET AFPRVD DY DAT< pair ol'aoda for onyore other than Sonontan Modawa F,T 1 of 1 rdhwl ins can,enl Thu reslrKLon due not Im,t Ina 6llnr ACE —AREA X t 03 SERIES 75-]5 0 -09 07-10 07-20 aup mt'. r,9h is to LW informsLon tontines n th,s Xn i 01 0' 30 min 10 / 0775 / ]5-C9x/ R rr20 ENDVLNT SLIDER dacummlrhlrllIspropsiyoblahadfromaratharlaurceyINISIfTREATMENT: XXX d: 005 TITLE fK I111AI I ATInN i MODEL DESIGNATON Simonton Endvent Series 07-75 Vinyl Window MAXIMUM OVERAUL- NOMINAL SIZE: See Size Chart DESIGN PRESSURE BATIK— See Size Chart lj-IABLE CON LLWRA110NS- XOX REV NO P E SF A_ REQUIRED A RF.11S10NS INSTALLATION SUPPORTED 6 UPOATEO NOTES AM; GENERAL DESCRIPPON BY AAMA' TEST REPORTS 7 UPDATED 57ES PER IESTIN3 - e ADDED GLALNG DETAILS 9 RCMOVED CLAZIND D IAILS AA6ADD DiNOI 0 10 UPDATED NOTES AND CALLOUIS- REVISED BY DATE GENERAL DESCRIPTION The head, sill, and side jombs are extrudea PVC The wall thickness 1t ADDED MIN EocE D16T NOTES _ - _— c;M aE/16/ts throb h which the anchor screw enetrales is a minimum of 0.070". 2x WOOD BUCK g p PECORA 896 (BY OTHERS) S'ZE CHART OVERALL SIZE MDTH HEIGHT DP RATING W" 11" 136" 63" 25 PSF 54' 63' 30 PSF 1t0' 63" 40 PSF 100" 48" 45 PSF 84' 48" 55 PSF SILICONE CAULK L 1 PECORA 836 SILICONE CAULK INILRIOR —{ — 0 500' GLASS DITE 1/8 ' MAX. SHIM BY OTHEPS) GLAZING COMPOUND (PECORA) 1/8" ANNEALED AIR SPACE 1/8- ANNEALED SPACER - - - - i HEAD EXTERIOR 1 4X SCAT E GLAZING DETAILS PECORA B96 2X WOOD BUCK SILICONE CAULK BY OTHERS) 1/8' MA%. SHIM BY) e % 2 1/2" MIN WOOb SCREW WITH 1 50' MiN. PECOP,A e96 EMBLDMENI INIO WOOD SILICONE CAULK MIN EDGE DIST, SEE NOTES PECORA 896 SILICONE CAULK 2% WOOD BUCK PECORA 896 BY OTHERS) SILICONE CAULK SILL SIX SCALE f\ JAMB j 4 LE NOTES, 1 This installation has been evaluated for use in locations adhering to the current Florida Budding Code 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.L 2 All t d eat ri r enmeter surfaces of the window must be caulkedmoraneop 3 Anchors shall be specified and spaced as shown Ancoor embedment to base material 9hal! be beyond wall dressing or stucco and into wood. 4. The responsibility for selection of Simonton products to meet any applmeble locel laws, building codes, ordinances. or other safety require— ments rests solely with, the orenitect, budding owner, or contractor 5 Shims are optional Maximum shim stack Is 1/8" 6 Wood becks (by others) must be engineered and anchored properly to transfer loads to the structu•e Woad bucks shall be Spruce —Pine — Fir Wood minimum specific gravity = 0 42 psi 7. Wood screws must be at least Grade 5 for units with a design pressure < 50 PSF, acid at least Grade 8 for units with a desgo pressure rating 50 PSF 8 When used in areas requiring impact protection, this product REQUIR_S the use of approved Impact resistant shutters or other external protection 9 Flasning 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. This product complies with ASTM E 1300-04 12. Designation "X" and '0* stand for the following X Operable Panel 0: Fixed Panel A fdAL A hrN REV DSCL0SJRE STA M NT B IN0145 11 This document a the property of Simmtm Wind.... which M NI, linen.i.nd Tolerances SIMON TON. DRA Y. A ret,b, ao proprietary and other d9hls to I. wb*t matter Unless Oth4rw.e Soec fed TOO 10/24/07 This dowment is prodded to the r iplent on the ..pressed LLOY a PER I luibrvle Avinuc CHECKED BY DATE and Lon that it not to be dsd—d. reprod—d n .1,14 or Ptnn.he a,%I\'7ni15 ruse part, na d rs—,—hon with the d-7,, monufhatw4 or T— DM Oec its Angles -- rapoaol goods to.- cnyon4 other thin Simanlon Windows SCALE SHEET A. D BY DATE. vilhwt its consent. This —t-t— doe_ not limit Ne SURFACE —AREA IME X Y 03 FIT t or 1 rscpisnt' s rights to u11Re ir, fonnatian cort—ea in this A t 01 0, 30 min R`S c nnonl wh,.h is pr,po,ly oblo'ned from onolhcr some. -- -- .xxx 1 005 07-75 ENDVENT SLIDER 2M BUCK INSTALLATION MODEL DESIGNATION. Simonton Horizontul Slider Series 43-35 / 43-40 Vinyl Window MAXIMUM OVERALL NOMINAL SIZE. See Size Chart QESIGN PRESSURE RATING See Size Chart DISABLE 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 DP RATINGWIDTH W` HEIGHT H" 78" 63' 25 PSF 69" 65" 72" 54" 30 PSF 72" 36" 35 PSF NO P E SEAL REQUIRED INSTALLATION SUPPORTED BY AAMA TEST REPORTS NCYSIONS EVISED BY DATEAUPDAMO9ZE5PEATESONGTDD0,5/24/11 ADDED GLAZING OETAILS TDD 06/09/11 VTPECORA 2X WOOD BUCK TED NODES AND GALL0UIS TDD PECORA 896(BY OTHERS) n ADDED MIN EDGE Dsr noT[s Gan SILICONE CAULK 896ONECAULKINTERIOR 500"GLASS 81 TEAXSHIM BY OTHERS) - GLAZING COMPOUND (PECORA) AI ANNEALED AIR SPACE 1 HEAD -1/8' ANNEALED 1 4X SCALE SPACER LXIERIOR PECORA 896 GLAZING .DETAILS 2X 'HOOD BUCK SILICONE CAULK BY OTHERS) 1/8" MAX SHIM 8 X 2 112" MIN WOOD ( BY OTHERS) 1/8" MAX SHIM SCREW WITH 1 50" MIN - ( BY OTHERS) EMEDMENTINIO WOOD MIN EDGE DIST.. SEE NOTES PECORA 896 SILICONE CAULK PECORA 896 IFSILICONE CAULK PECORA 896 2X WOOD BUCK SILICONE CAULK ( BY OTHERS) ail JAMB 4X SCALE 1 SILL 4X SCALE NOTS 1 This Installation has been evaluated for use in locations adhering to the current Florida Building Code 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.VH Z 2 All interior and exterior perimeter surfaces of the window must be caulked 3 Anchors shall be 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, budding owner, or contractor. 5 Shims are optional. Maximum shim stack is 1/8". 6. Wood bucks (by others) must be engineered and anchored properly to transfer loads to the structure. Wood bucks shall be Spruce -Pine -Fir Wood minimum specific gravity - 0 42 psi 7 Wood screws must be at least Grade 5 for units with a design Dressure < 50 PS=, and at least Grade 8 for units with a design pressure rating 50 PSF. B. When used in areas requiring impucl 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. This product complies with ASTM E 1300-04. 12 Designation "X" and "0' stand for the following. X: Operable Panel 0. Fixed, Panel STZE gA"N0 NO EV n De STATEMENT B IN0139 11 This document Is the property of S—tw Wndows, which VS Ni DKn --d Tolerances SIMONTONr DRAMN Y A reto he all proprietary and otter right, to Its -blest matler — Unlssi4thxwse Soecded ' r " T00 10/24/07 Thla documnt le provided to the re elpienl on vie e+presaed ALLOY h TEMPER 1 l °Irt'ne A`tTue CHECKED BY DATE ond trap that it rs not to be d-ed—d. rep-d—od n rhoie a Pen,;wi 1, \l V 2A t15 port no used in cor)—lum .0 the design, rrim faclurw or T UM Oeumds A.aks - -- npd:rol goods for onyone other thin Simonton Windows GALE' EET APPR D DY DA1E washout its consml This rntriclron does not ImA the RFACE AREA c IV X } 03 FIT 1 01 1 r—pions rrOhle to ulYize r formation con tan el h Ihls xX } .01 0 30 mrn s""" daeamwnt whim u prapsriy obk.,nw irom onolhsr —rea -- XXY i .005 43-35 / 4J-47 /IOR ZONTAL SJDER iN141 TREATMENT TITLE 2X BUCK INSTALLATION (AS TESTED) N'7-rlu1 pl4onil., Q Rlwai,., w; "t• .. [+:' of ;':,tiisu- 'r 4'c"t'' • "- y tee ;°t ' atr?.r,f>C«.i._ :' '.^*iAdS r Ay`;'yt.;{ . u!r -4 1$',i.-,tS T11 ..l'I-';'3 i:aid wdM;,w.Jic,+t A' .-! k •• gyp-• w'r yr,• BCIS Home . Log In. User Registration Hot Topics Submit Surcha,ge Stats h Fdets Publications FBC Staft BCIS SI,2 Map i Links Search Businessf4- r=, Poduct ApprovaltPPofessionalUser Proir r A+ro •,. Me n,i > Product A-1h, h9n Seed; > Aorl clop, _ > Application Detail t•;':f y., FL FL5177-R16 Application Type Revision Code Version 2014 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) Simonton Windows 1 Cochrane Ave Penn.sborc, WV 26415 614) 532-3596 luanne.harns@sirronton.com Luanne Harris luanne.hams@simonton, corn Luanne Harris 1 Cochrane Ave Pennsboro, WV 26415 614) 532-3596 luanne harris@simonton.com AAMA 1827 Walden Offict Square r Suite 550 Schaumburg, IL 60173 847)303-5664 webmaster@aamanet.org Windows Fixed Certification Marie 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 ASTM E 1300 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FI.5177 R16 Eiuiv SimEx-PVC-Fouivalencv.odf Product Approval Method Method 1 Option A Year 2010 2005 2009 2004 Design Pressure: +35/-35 Installation Instructions Other:109x74 FL5177 R16 II INO 156 42- 19 PW Triple 2X, rid Verified By. American Architectural Manufacturers Associat.on Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15177.12 143-06 ProFinish Builder, 6060 Vantage Pointe Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ., No FL5177 R16 C CAC 43-06 PW (Fin) 72x63 R PG50 (ext) pdf Approved for use outside HVHZ: Yes I FL5177 R16 C CAC 43-06 PW 48x63 R50 (ext.),Ddf Impact Resistant: No FL5177 R16 C CAC 43-06 PW 96x63 R45 (ext ),pdf Design Pressure: N/A FL5177 R16 C CAC 43-06 PW 9602 LC30.od Other: 9602 (+/-30 PSF), 96x63 (+/-45 PSF), 72x63 (+/-50 Quality Assurance Contract Expiration Date PSF) i 04/02/2016 Installation Instructions FL5177 R16 II IN0294 43-06 PW 2X,L)d f i Venfied By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: j 5177.13 43 17 ProFinsh Contractor/Master, Grand Estates New Construction Vinyl Fixed Window i Limits of Use Certification Agency Certificate Approved for use in HVHZ; No t FL5177 R16 C CAC 43-17 PW (Fin) 96x63 P35 Ddf Approved for use outside HVHZ: Yes I FL5177 R16 C CAC 43-17 PIN (Fin) 96x72 CW P(j',U (ext.) pdf Impact Resistant, No FLSI.77 Rlrf' (' CAC 43-17 PW 74x63 R50.odt Design Pressure: N/A FL5177 R16 C CAC 43-17 PW 80x48 R55.odf Other: 96x72 (+/-30 PSF), 96x63 (+/-35 PSF), 74x63 (+/-50 I Quality Assurance Contract Expiration DatePSF), 80x48 (+/- 55 PSF) 10/30/2016 Installation Instructions FL5177 R16 IT IN0278 43-17 PW 2X od Verified By. American Architectural Manufacturers Association I Created by Independent Third Party. Evaluation Reports Created by Independent Third Party: A 15177.14 ;43-35 6100 Vantage Pointe, Asure, Prism Gold, Grand Estates, Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5177 R16 C CAC 43-35 PW 74x63 LC50.pdf Approved for use outside HVHZ: Yes FL5177 R16 C CAC 43-35 PW 80x48 LC50,od Impact Resistant: No i FL5177 R16 C CAC 43-35 PW 9602 LC40,cid Design Pressure: N/A Quality Assurance Contract Expiration Date Other: 96x72 (+/-40 PSF), 74x63 (+/-50 PSF),,80x48 (+/-50 09/10/2016 Installation Instructions FL5177 P16 11 IN0094 43-35 PW 2X.od Verified By: American Architectural Manufacturers Association Created by Independent Third Party. Evaluation Reports Created by Independent Third Party: 5177.15 43-35 j 6100 Vantage Pointe, Asure, Prism Gold, Grand Estates Vinyl Fixed Window Triple Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5177 R16 C CAC 43-35 PW Triple 109x72 R50.o(jf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant- No 01/25/2016 Design Pressure: +50/-50 Installation Instructions Other:109x72 FL5177 R16 II IN0356 43-35 PW Tnple 2X.jpd Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5177.16 43-35 16100 Vantage Pointe, Asure, Pnsm Gold, Grand Estates Vinyl Fixed Window Twin with Transom Limits of Use 'Certification Agency Certificate Approved for use In HVHZ: No 1`1-5177 R3 6 C CAC 43- 35 PW Twin w-Tran 73x11 I R35, odf Approved for use outside HVHZ: Yes i Quality Assurance Contract Expiration DateImpactResistant: No 01/25/2016 Design Pressure: —'35/-35 I Installation Instructions Other:73x111 FL5177 R16 11 IN0355 43-35 PW Twin w-Transom 2X.t)df Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports reCated by Independent Third Party: I05177-1i7 ;43-40 Reflections 5050/5300, Prism Bronze/Ultra Gold, Impressions 9400, THD Vantage Pointe 6100, Grand Estates, Grand Estates Plus Vinyl Fixed Window 1 1 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5177 R16 C CAC 43-40 PW 74x63 LCSO,pd Approved for use outside HVHZ: Yes FL-5177 R16 C CAC 43-40 PW 8Ox48 LCSO.Ddf Impact Resistant: No FL5177 R16 C CAC 43-4C PW 96x72 LC40.udf Design Pressure: N/A ; Quality Assurance Contract Expiration Date Other: 96x72 (+/-40 PSF), 74x63 (+/-50 PSF), SOx48 (+/-50 j 10/05/2016 PSF) Installation Instructions I FL5177 Fi16 :I IN0094 43-40 P1V 2X,Dfjf i Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Contact Us . i940 North Monroe Street, TAllahesseo FI 32399 Phone 850-487-1824 the State of Flonda is an AA/EEO employer Cnnvnaht 2007-7013 State of Florida , Pnvacv Statement Access blidv StWrneit Refund ti`n to meet Under Florida law, email addresses are public records If you do not want you- e-mail address released in response to a public -records regaest, do not send electronic mad to tvs entity Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487 1395 'Pursuant to Section 455 279(t), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F S. must provide the Department with an email address if they have one The en,ads provided may be used for ofricial cornmunimbon with the licensee. However email addresses are public record it you do not wish to s,:pply a personal acdress, please provide the Department with an email address which can be made available to the public •To determine if you ara a licensee under Chapter 455, F.S, please click here . Product Approval Accepts: 4 I :l M ui ur iW:, ,. t MODEL DESIGNATION. Simonton Series 43-35 Vinyl Fixed Window MAXIMUM OVERALL NOMINAL SIZE See Size Chart DESIGN PRESSURE RATING, See Sire Chart USABLE CONFIGURATIONS, O 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 161DTF H-Ef6HT- W. DP RATING 96 72" 40 PSF 74" 63" t50 PSF 80" 48" NO P.E. SEAL REQUIRED INSTALLATION SUPPORTED BY AAMA TEST REPORTS SILICONE 2X BUCK CAULK SILICONE CAULK 1/4' MAX SHIM 1 HEAD 1 4X SCALE REVISIONS REVISED BY DATE jyn.a Y "N'J-SPn5ESEA_ P.EQUI Y 4 -40 80@A iR TDD 10/17/08 I CH T PER TEST -REPORT—TODf_85427.01 11/23/Dg Uo0ATE0 NOTES AND GENERAL DESCRIPTION TOD. 03/31/11 ADDED QA21NG 0ETAiiS Too Oe/0E/1i i IA -KW-FRAML CODE MUFRAME PROD ES_PER NE._TCSTIN T D D 02/23 /12 G, A1 06/17/15 ADDEDMINED:E DIST NOTES SILICONE CAULK 1/ 4' MAX SHIM 1/ 4" MAX SHIM 2X BUCK 8 X 2 1/2' MIN WOOD SUCONE CAULK SCREW WITH 1.50' MIN EMBEDMENT INTO WOOD SILICONE — MIN EDGE DIST, SEE NOTES CAULK 2X BUCK SILICONE CAULK 1 SILL 1 MB 4X SCALE 4X JASCALENOTES, 1 This Installation has been evaluated for use in locations adhering to the Florida Building Codes and where pressure requirements as determined by ASCE 7 Minimums Design Loads for Bufld,ngs and Other Structures do not exceed the design pressure ratings herein, for use outside the H.VH.Z. 2 All exterior perimeter surfaces of the window mist be caulked Interior coulkiig is optional unless noted otherwise 3. Anchors shall be as specified and spaced as shown, Anchor embedment to base material shall be beyond all dress- ng 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 w.th the architect, building ow-Ier, or contractor 5 Shims are 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. When used in areas requiring impact protection this product REQUIRES the use of approved impact resistant shutters or other external protect,on. 8 Flashing should be applied using the ASTM E 2112 methodology appropriate for the opening into which the window is being installed 9. Installation screws must be at [cast 3/4' from the edge of the wood. 10 Glazing shall comply with ASTkI E 1300-04. A AL ((/v -- SIIL .-AN7r70TH0 DIS ` rope T"TEN NT MS FINISH s 'J SIMON TO Ne a INOo94 7 Thla document la the property of 9mmton yAntlow; which Omenlional Tolerance {{n DRANN Y ATE, retains all proprietary end other rights to Its sub)ect matter Ualeaa. Other. — Soec fed I G L S 11 /9/06 This dowment la proNded to the re Ip:ent on the eapreeeed OY A TEMPER I Cnhrane Ai c. CHECKEt OY OATE ond.tion that It o not to be disrclosed, produced Ir .hole o P."n shrn IN I, 'b114 port, nor used cena-t— with the deNgn. mmufoctore or 1 M De—nis Angles par of goods for anyone other than Smmtor windows SCALE ET APPRVD BY ATF without It! u ric consent ThresttiondoenotIemtthe Xis 03 FlT 1 or 1 l'sto to w5— infortwm can lamed a IN, flFACE AREA dimimt wh ma ro is ppel, obtorsa from another I—.n x xt*005 0' 30 niin IdES. ocu43-35 PICTURE (FI) WNDOW IN15H TREATMENT %X TLE LE IN0094 2X BUCK INSTALUTION a • Vt C`,r, Q,:^a. r?i4L+!fa'sr'., 4..FT,,,iM7, 'ia:^.; ""X!r•, +C1 +, 01- fir" i•y jt- =x: +tf tr ,! v? ' wl -'. i''r' r.'""" ..`_T` f?="'!l:''_f•'. ::, "°•-.1:."[_s'.•ifl'-ird.: ti=ric ,a. : e......a< S.rr.:, rai:3r+h-a~,.rM + y' "'w ;e' SCIS Home Log in User Roristmtion Hot Topics Submit Surcharge Stats e, Facts Publications FBC Staff BCIS Site Map i Links Search Business., Professional /: Product Approval y„ USER Public bser R a.l lajri..l, JI411K* i_;7irc ,tn ru r nu > r prr cora aan ieaich > Acolicatoi List> Application Detail FL # F1-5167-R19r c Application Type Editorial Change Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commssion if necessary. Comments Archived Product Manufacturer Simonton Windows Address/Phone/Email 1 Cochrane Ave Pennsboro, WV 26415 F (614) 532-3596 luanne harris@simonton.com Authorized Signature Luanne Harris t luanne.harns@sirronton.com Technical Representative Luanne Harris Address/Phone/Email 3948 Townsfair Way Suite 200 Columbus, OH 43219 614) 532-3596 luanne.harris@sirmnton.com Quality Assurance Representative AAMA Address/Phone/Email '827 Walden Office Square Suite 550 Schaumburg, IL 60173 847) 303-5664 wobn-ester@aarrianet.org Category Windows Subcategory Double Hung Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By American Architectural Manufacturers Association Referenced Standard and Year (of Standard) Standard Year AAMA 450 2006 AAMA 4S0 2010 AAMA/WDMA/CSA 101/I S.2 A440 2005 AAMA/WDMA/CSA 101/I.S.2 A440 2008 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL5167 R19 Eauw SmEx-PVC-Qauivalency odf Product Approval Method Method 1 Option A Design Pressure: N/A FL5167 R19 C CAC 43-17 DH Twin 96x80 R PG25 odf Other: 96x80 (—/-25 PSF), 89x63 (+/-30 PSF), 73x63 (+/-35 Quality Assurance Contract Expiration Date PSF) & 72x74 (+/-45 PSF) 10/30/2016 Installation Instructions i FL5167 R19 ;l IN0099 43-17 DH Twin 2X,Ddf I Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5167.11 43-35 (Two -Step Sill) 6100 Vantage Pointe, Asure, Prism Gold, Grand Estates Vinyl Double Hung Li Use Certification Agency Certificate Approved for use in HVHZ: No FL5167 R19 C CAC 43-35 DH 36x72 R30.Ddf Approved for use outside HVHZ: Yes I FL5167 R19 C CAC 43-35 DH 44x63 R25. odf Impact Resistant: No FL5167 R19 C CAC 43-35 DH 46x84 R.75 oaf Design Pressure: N,/A FL5167 R19 C CAC 43-35 DH 48x80 R35 odf Other: 44x63 (+/-25 PSF), 46x84 (+/-25 PSF), 36x72 (+/-30 FL5167 R19 C CAC 43-3S DH 52x71 R35.odf PSF), 48x80 (+/-35 PSF), 52x71 (+/-35 PSF) Quality Assurance Contract Expiration Date 01/24,12016 Installation Instructions 1 FL5167 R19 11 IN0105 43-35 DH 2X.ndf FL5167 R19 II IN0568 SS 43-35 DH 1x.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports I:1-5167 R19 AF PER3818 43-35 DH Ddf Created by Independent Third Party: Yes 5167 12 43-35 (Two -Step Sill) and 43-50 6100 Vantage Pointe, Asure, Pnsm Gold, Grand Estates Vinyl Three -Step Sill) ' Double Hung Twin with Transom Limits of Use Certification Agency Certificate i Approved for use in HVHZ: No FL5167 R19 C CAC SIM 43-35 DH AAMA 450 73x111 R35.Ddf Approved for use outside HVHZ: Yes j FL5167 R19 C CAC SIM 43-50 DH AAMA 450 73x111 R3L_,. odf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +35/-35 01/24,/2016 I Other: 73x111 Installation Instructions FL5167 R19 11 IN0535 43-35 43-50 DH Twin with Transom 2X odf Verified By: American Architectural Manufacturers Association j Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5167.13 43-40 and 43-45 Reflections 5050, Reflections 5300, Prism Bronze, Prism Ultra Gold 1 An -craft Grand Estates, Arrcraft Grand Estates Plus, THD 6100 Hung jVantagePointeVinylDouble Limits of Use i Certification Agency Certificate h Approved for use in HVHZ: No FL5167 R19 C CAC 43-40 DH 32x62 R50.odf Approved for use outside HVHZ: Yes FL5167 R19 C CAC 43-40 DH 36x63 R45.odf j Impact Resistant: No FL5167 R19 C CAC 43-40 DH 3602 R30.odf Design Pressure: N/A FL5167 R19 C CAC' 43-40 DH 36x74 R50 odf Other: 36x72 (+/-30 PSF), 52x71 (+/-35 PSF), 48x80 (+/-35 FL5167 R19 C CAC 43-40 DH 44x63 R PG45 ^df PSF), 36x63 (+/-45 PSF), 44x63 (+/-45 PSF), 32x62 (+/-50 PSF), FL5167 R19 C C4C 43-40 DH 48x80 R35.odf j•3604 (+/-50 PSF) I i FL5167 R19 C CAC 43-40 DH 52x71 R35.ndf j FL5167 R19 C CAC 43-45 waiver to 43-40 Ddf I Quality Assurance Contract Expiration Date 09/ 12/ 2016 Installation Instructions FL5167 R19 II IN0432b 43-40 43-45 DH 2X.Ddf i FI 51E7 R19 II INC434 SS 43-40 43-45 DH 1X.odf Verified By: American Architectural Manufacturers Association i Created by Independent Third PartyjEvaluationReports FI S1F7 R19 AE PER3819 43-40 43-35 DH odf Created by Independent Third Party: Yes 5167.14 43-50 (Three -Step Sill) 6100 Vantage Pointe, Asure, Prism Gold, Grand Estates Vinyl Double Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5167 R19 C CAC 43-50 DH 32x62 R50.odf Approved for use outside HVHZ: Yes FL5167 R19 C CAC 43-50 DH 36x63 R45.odf Impact Resistant: No FL5167 R19 C CAC 43-5U DH 36x74 R50 odf Design Pressure: N/A FL5167 R19 C CAC 4 3- 56 DH 4063 R4S.Ddf Other: 52x71 (+/-35 PSF), 36x63 (+/-45 PSF),-44x63 (+/-45 FL5167 R12 C CAC 43-50 DH 52x71 R35 odf PSF), 32x62 (+/-50 PSF), 36x74 (+/-50 PSF) Quality Assurance Contract Expiration Date 01/ 25/2016 j Installation Instructions FL5167 Rt9 II IN0432 43-50 DH 2X.odf I r Fi S167 R19 11 IN0569 SS 43-50 DH 1X odf i Verified By, American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FI 5167 R19 AE PER3820 43-50 DH. odf 1 Created by Independent Third Party: Yes M MODEL DESIGNATION S-monton Dcuble Hung Series 43-35 Vinyl Window IdAXIMUM OVERALL NOMINAL SIZE See Size Chart C0NrRFT-/MAS0NRY BY OTHERS) pfSIGN PRESSURE RATING See Size Chart SiuCOVE CAULK USARLE f_CNFIGIJRATIONS. X (EXT PERIMETER) X GENE Al DESCRIPTION- Tie head, sill, and side )m s are extruaed PVC The wall Lfl.ckness through which •he anchor screw penetrates is minimum of 0142" 6" TI8" MAYOCTY'P I I —I- 6" Q W" MAX OVERALL FRAME WIDTH Digitally signed by Hermes F Norero, P E. Reason. I am appro•vinq this document Date. 2015 06 24 07.55 01-04'00' 0: lF f 11!/ IAYA ME I 3/IC'O TAPT;iN Al W TH 1 25" MA EMB. I;JTO CONCRETE (SEE NOTE 10 FOR WOOD) M N EDGE D ;,T , SEE NOTE 2 IX WOOD BUCK BY CI HERS) SILICONE CAJLK dtll %'ERIMEiER) MAX SKIM At ANCHJPS 17E CHART _ 1 • HEAD OVERALL SIZE 1 4X SCALE TT-1 DP RATING REN3r`r5 k:EN5=0 B`rI DATE AD)FD rAIN EDGE [l NOT BJS 06/13/i5 1 .. 1X WOOD BUCK BY OTHERS) SILICONE CAIILK CONCRETE/MASONRY INT PER""ll IER) BYI OTHERS) I/<. MAX SHIM AT ANCHORS 3/16"0 TAFCON ANCHOR WITH 1 25' MIN El IINTOCONCRETE (SEE NOTE 10 FOR WOOD) MILD EDGE DIST, SEE N01E 2 44" 63" t25 PSF 46" 84" gI_ICCNF CAULK. EXT PERIMFTER) 36" 72" t30 PSF 1/4- MzA SHIM BY OTHERS) 1 JAMA 48" 8C" t35 PSF PECORA 896 PECOkA 896 3 4X SCALE 52" 71" STRUCTURAL GRADE STRUCTURAL GRADE It ICONS rAULK - - SLICOFIE CAULK 1X WOOD BUCKCONCRETE/MASONRY \ BY OTHERS) • " • (BY OTHERS) 1 AIL L _ 4X SCALE NOTES, 1 This installation has aeon e.raivated for use in locations adhennq to the Florida Budding Code and where design oressure requirements as determined byASCE7MinimumDesignLoadsforBuildingsandOtherStructuresdonotexceedthedesgopressureratingslistedherein, Is- use outside the H'JHZ 2 For instaliritica where the sub-bAak is less than 1 1/2" (FBC chapter 17 Anchorage Methods) Tapcon type concrete anchors must be used and the length must be suer that a mirimum 1 1/4" embedment of the Tapcon into the concrete or rencrete block s obtained, unless otherwise noted Anchors riould be mI m of 2 1/2'" from the edge of the concrete, holler block CMU. or concrete block 3 All mtrioraad exterior penmeler surfaces of the window must be coalked 4 Adjust Tapcon anchor locations, if necessory. to mmntoin a minimum of 210" clearance from mortar pirts 5. When tnd optional head expanders are used, the INSTALLER MUST ADJUST the anchor langths to ma,ntain the required m afro m embedment into the substrate 6 Anchors %null be spec Fied and spaced as shown Anchor embedment to base rr tel shod be beyond wol, messing or sturro and Into woad or ccaarele 7 Wood buries (by others) must be engineered and anchored properly to transfer I; s to the structure Bucks shal extend beyond Interior face of frame suchthatfillsuppo•t of the frame is pr deJ 8 Fallow ITW Tapcon a Heoyiiuhucbons P. the responsvbd.ty for selection of Sirnonton Products to meet any cpolhroble local lows budding codes. ordinances, or obler safety requirement Keats solelywiththearchcecc, building owner, or contractor. 10 For woodbuck substrates, use hIC wood screws with 1 1/2" min embedment into wood. unless otherwise noted Sure— should be a mialmum of 3/4", from the edge of the wood 11 A. Concrete compressive strength = 3000 PSI at 28 days B Concrete Masonry Units shall conform with strength requirements or ASTM C90 C Woad Minimum Specific Growty = 055 12 Shims are op:ona1 Mot shim stack is 1/4" 13 When usng a 3/16'e Tapcon or #10 wood screw tnrough the window frame, pre-drili the thru hole at specified install%Lion screw locatons 14 When used d, ai eas reguirny impact protection, this product REOUIRFS the is, of njaproi,d impact resstant shutters or other external protection15lashingshixlldbeappliedusingtheASTME2112methodappropriatefortheopeningIntowhichthewindowisbeingmstafed16GlozingslatcomplywllnASTME13DOaccordingtoFloridabuildingCode A1ERIu -- - -- - - -- ------ Si AAINC N RE fof-1a5R TArl jjSIMON'ION• This dla lvit ,s Ins property 1 slor-tp w,reaws, wmrAi MS FINI Dxlmrsrmoi To er 6P B e NC U68 1 ins prapnelary and other right, 1. Its w,tket mint. LLaIs 4tner,lse s s -a-a C0rlhsNdocumentisprovidedI. ne 11, icot on the eupresaed ALLOY 4 TEl 1 C„eFrui. \i riue 1 DD 03710/14 diu- Inct It is net la be dtacloa•d, rsyrodu. o whole n Oe [•, , [, t,.i \t\ 2h1 iC iGHECxFD OY AIE i n•I •,a a<ni ,i rn,ty-ruin .ill. ;fir daaiyi moms f"c e a w{TN:i I. y0L- M_c Derirt,e.NreDTrcfgoodsIxenyv,e otter Nun Svr Dols YCnoows Ang cs SDA.LE E'T FR1 -AY OY,TE eithout ita coma t Thin natriclwn do•a not )unit the AIRFArE AREA ---- X _ 03 nT of 1 ecipiml's n;hte to Moire nfr lira coil n Iris Y% t U7 0 SO documsni vhren ,3 property obte ned rom enIV-soa,e. INSH TREATMENT %%% i OCfi r _ _ _ _ • 3_ 35 DOJeLE MUM3 ni, E _ _ ILEIND.SEB it DUCK INsTAILAICN 3 __-_-T Z __ -_ [ —__ RFa NO P E SEAT REQUIREDtr_ RE NStid.S NSFD BY DATE Mc,nrl uESIGIJATION_ Simonton Double Hung Series 43--35 Vinyl Window INSTALLATION SU?PORfED I JPDATED SIZE PER 'ESTft aRr C99I401 TlU el/oa/lD MAYIMUM OVERALL NOMINAL SILL See Size OTort BY AAMA TEST RE?ORTS NEKt-217 u D f-TRAAt c OE. ..E AN d_ TD-D a:/z3/1z 3 AUUED MN ELGE DISTANCE r10FE CIA 6/16/it DESIGN PRESSURE RATING- See SIZe Chart USAB_E CONFIGURATIONS X h SILICONE i- 2Y BUCK C3(=NERAL DESCRIPTION. The head, sill, and sice jambs are extruded PVC the wall thickness CAULK through which the ancno,r screw penetrates is a minimum ct 0070" i^ —j- 9tICONF CAULK SIZE CHART OVERALL SIZE DP RATINGWIDTHHEIGHT 1H" 46" 84' t25 PSF 44" 63_ 36" 72" 50 PSF 48" ao" t35 PSF 1/4 MAX SHIM SILICONE CAULK 1 _ HEAD 2x, BUCK-, 1 i 4X SCALE / 4 MAX SHIMI B X 2 1/2" MIN. WOOD SCREW WITH 1 50" MINl 1/4" MAX SHIM i iJC?k EMBEDMENT INTO 'h'OOD \ SILICONE CAULK MIN EDGE DIS'., SEE NOTES- y SILICONE CAULK / SILICONE CP.LLK —' 2X BUCK I _ JAMB 1 SILL 4X SCALE 4X SCALE NOTES 1- Th s installation has been evaluated fa, use in locations adhering to the Texas & Florida Building Codes and where pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings and Other Structures do not e\ceed the design pressure -stings herein, ror use outside the H.V.H.Z 2 All exterior perimeter surfaces of the window must be caulked. Interior caulking is optioT al unless noted otherwise 3. Anchois shall he as specified and spaced as shown Anchor embedment to base material shall be beyond wall dressing orstuccoandntowood 4 the responsibility for selection of Simonton products to meet any opphcable local laws, budding codes, ordinances, or other safely requirements rests solely wi*h the architect, budding owner, or contractor 5 Shims are optional. Max shim stack is 1/4" 6 Wood bucks (by others) must be engineered and anchcred properly to transfer foode_ to the structure 7 When used in crews requiring impact protection this product REQUIRES the use of approved impact resistant shutters or other external protection 8 Flashing should be applied us,na the ASTM E 2112 methodology cppropricte for the cpening into which the window is beinginstalled 9 Installation Screws ril be at least 3/4" frcrn the edge of the wood 10 Installation screws may be placed in the interior or exteror track of the tomb Screws should be flush with the vinyl 11, Glazing shall comply with ASTM E 1300-04. D o iR o F rA ar M rives -- SI IONTON' A 1Noj 3Thisdocument ,s the properly f Simmlon w,dewe, .loch DimeDspn]I Tderences iANT! By DAT[ iel... ail ii-pnelury wid -ho rights to its wblect mGtler it]l :F Dinas se :pgcl(4Q / • ' ri n a n This docum.nt c w—ded 1. 1n. recipient on the espressea ALLOY l TEMPER I ln hr in,• \cnuu GLS n/16/Cxi md t— that n n nut to Fe di-I—d, reproduced in whcle o FavED qI DATE pail, nor used m conync Lon wish the design, mwiufaatu-e err s Decimcls Angles repwr of good. for cn Aon. athtt ,h- Smpntcn kn,I-s I SCALE SHEET. A°PRYD BY DATE Ihoul its consent TNIs-..tricban axe act limit the - - - ------ n' 1 of I r.cgienis rf,. to u,,— i;fo,—t— con ed in (his RFACE AREA- EPIMETER r• i ODY% 01 0' 30 n 6EFIE.i do—nt wh,h is n pe•li -t... d Iron on other .ou ce %{x i Ci75 in 4.Y3 DODULE HUNGiN15NtREA111Er:T TIRE ducx INSTALLAT,Gr! (AS TESTED) 3 3/16"21 TAPCON AACHGR 1/ODEL CESIGNATION Simonton Double Hung Series 43-50 Vinyl Window iNTO CONCRETE (SEE MAXIMUf/ OVERA_L NOMINAL Si'E See Size Cnart NOTE 10 FOR w00D) MIN EDGE DIST, SEE NO-F 2 DESIGN PRESSURE'RATING See Size Char[ C,0'ICRETE MASONRY SDCONE CALILK 6Y O-hEP,S) U5.A9tF CONRGURi,TDD_!_$_ X EXT-ERIMEIER)-- IX WOOD BUCK K B• OTHERS) SILIC"NI, CAULK GENE A=DESCRIPTION Tne head, sill, end side jambs are extruded PVC The wall thickness I N I PERIMETER) 1/a" VAXSIUM through which the anchor screw penetrctes is a minimum of 0142" AT ANCHORS _ Digitally signed by Hermes F. Norero, P,E -1 Reason: I am approving this document % t Date: 2015 06 24 07:51.56--04'00' 1 RE PEASED BY DATE AOf)F k14 ETN:E DIST 140TF B J 5. 0di 13/15 I" 1X WOOD BUCK BY OTHERS) SI Lb - ONE CAULK J CONCRETE/MASONRY BY O- HERS)-- , r (INT PERIMETER) I- _1/ 4' MAX SHIM SIZ_ CHART r1 HEAD 3/16" 0 TAPCON ANCHOR s AT ANCHORS 1/ 4X SCALE OVERALL SIZEWITH1 25" MIN EMB I ,DTH HEIGHT HP RATING INTO CCNCRE-E (SEE NOTE 10 FOR WOOD) W ,yiy— MIN EDCE DIST, SEE NOTE 2 52" 71 ± 35 PSF 36" 63" 1/4" MAX SHIM S'LICOONE CAULK / t45 PSF - ( EXT PERIMETER) 44" 63" -- `( B'r OTHERS) 36" 74" / PECORA 896 J AMB 50 PSF STRUCTURAL GRADE 4X SCALE 32" 62" PECORA 896 /SILICONE CAULK STRUCTURAL CRADESILICONECAULK IXWOOD BUCK A a (B1' OTHERS) CONCRETE/ MASONRY BY OTHERS) 1 SILL 4X SCALE NOTES 1 This inslallohon has been .-lo =d for use in Iorntmns adhering to the Florida Building Code and where design pressure eGuiremen is as determined by ASCE 7 Minimum. Design lootls for Buiid,ngs and Other 5tructu-es do not exceed the des,gn pressure ratings listed herein, for use outside the H,V H Z 2 For instollulion where the sub -buck is less than I 1/S" (FBC chapter 17 Anchorage Methods) Tapcon type concrete oncncrs must be used and the length must be such that a minimum 1 1/4' embedment of the Tapcon into the concrete or concrete block w obtained, unless otherwise noted Anchors should be a minimum of 2 1/2" from the edge of the concrete, hull— block CMU, o- concrete block 3 All interior and exterior permeler surfaces of the wndow must be oulked 4, Adjust Tapcon anchor locations, f necessary, to maintain a minvnum of 20" clearance from, mortar pints 5 When the optional head expanders ire used, ll,r. INSTALIFR MUST ADuUST the anchor lengths to maintain the required minimum embedment into the substrate 6 Anchors snail be specified and spaced as shown Anchor embedment to base material shall be beyond wall dressing a• sluccc and into wood or concrete 7 Wood bucks ( by others) must be engineered aid anchored properly to lrcosfer loads to the structure Bicks sha'I extend beyond interior face of from. such that full supportofthefroneisprovided8FollowI1W railcar, an chairing Instructions 9 The responsibl ty for selection of Simonton Products to meet any applicable local Iowa, buldmg codes, ordinances, of other safety requirements rests solely with the architecI. budding owner, r, or contractor10 For wood buck substrates, use 010 wood screws with 1 1/2' rnir; embedment into wood, unless otherwise rated Screws should be a minimum of 3/4' from the edgec1thewood11AConcrete compressive strength = 3000 PS at 26 days B Concrete Masonry Units sholl conform with strength requirimeate of ASTM C90 C Wood Mmlmum Specfi; Gravity = 055 12 Shims are optional Max shin stack is 1/4' 13 When using a 3/16"e Toocon or #10 woad screw through the window frone, pre -drill the thru hole at specified installation screw locations 14 When used in areas requiring impact protection, this product REQUIRES the use of approved impact resistant shutters or other external protection, Ib Flashng shouldbeappliedusingtheASTME2112methodappropriatefortheopeningintowhichthewindow6beingmstoled16GlazingshallcomplywithASTME1300accordingtotheFloridaBuildingCoden2PotiseOSLIRE STATFMFHT SIMON, -I•n " 7BY,0AIE11 this document 1thepropertytSknonlonwlndowa, which G' D-mound Tolerance 0'` RAM'otns at propoelayandotherrig, is tc its aubli matter wsi•r lLnless otherwise Soccil ed ELL!/ ' " " `This document Isp•owdc,I to the reclplent x, the express.:. :lOY 3 TEMPER I lh{oniLtm lho• lnottobea ..d, re......dart,nor a acnecrusienwdhthedesign, moruract— a-,Oecuna s M-.pair fgoodeaLibel thenSmontonWndawsgesSCALE. - - --- T41FFT I- t-t itsconsentThisreslnclnndsesnotImitth. SUP IA E AREA N[ C % ± OJ Hf 1 of t recpert s rights to uhl— m'xmati cwt,,,,d m the Xk t pi 0' 30 n STREs roc nci wh:. n rs srW^Ir ob laineJ tram —her wui ce -UI SH TP. EATMENT %XK t U05 n __ 43-50 DOUBLE HUNG TITLE 1% ELCK INS iALLAP Ti MODEL Dr SIGNATION Simonton Double Hung Series 43-50 Vinyl Window MAXIMUM OVEPCLt NOMINAL SIZE See Size Chcrt DESIGN PRESSURE RATING: See Size Chart USABLE CONFIGURA HONS X X GENFRAL DESCRIPTION: The head, sill, and side lambs are extruded PVC The wall thickness through which the anchor screw penetrates is a minimum of 0 070" SIZE CH AR OVERALL SIZE DP RATINGiCTH W. HEIGHT H.. 52' 71" t35 PSF 36" 63- t45 PSF 50 PSF 44" 63" 32 62' 7436'_ PEr ,. pt rl SrUiS NO P L SEAL HLl.UIPLU =— WPIFn-i'7r-';--F=i l-Tc-i FEP6WY INSTALLATION SUPPORTED 2 AND R P,-Ar 4 s-4j sl wl rN BY AAMn A'l1C %IN'1TFTFATESTREPORTS _ 3 A ` zZw rCitN t 4 UPDAiD SIZES PER NEW TESTING 5 ADDED YOTE 11 -_-- b C A GEL1 SASIi=FRaM[ DATE P-tUFI Ar. I r P P N w T sn 1 u<..silz SILICONE _ j 2; BUCA" ] ADDED Mrl, E]GE DIiT NOTE B J S 06/fy/15 CAULK r —SILICONE CAULK y7 I/4" MAX :HIM r J ILICONE CAULK HU I 4XSCALE 2X SUCK — 1/4" MAX SHIM I 08 X 2 1/2" MIN WOOD J SCREW EN`f 1 50" MIN. 1 _Y E EDH IISNT INTOROC' I MIN EDGE ,' i15T-, SEE NOTES yr—, 1/4' MAX- SHIM SLICCVE CAULK `x E - SILICONE CAULK SILICONE CAULK 4X SCALE2X BUCK 1 SILL 41 SCALE NOTES, 1 This installation has been evaluated for use in locat,ons adhering to the Florida Budding Codes and wnere pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings and Other Structures do not exceed the design pressure rulings herein, for use outsioe the H VH Z 2 All interior and exterior perimeter surfaces of the window must be caulked 3. Anchors shall be as specified and spiced as shown Anr_hor embedment to base material shall be beyond wall cressing or stucco and into wood 4 The responsia' hty for selection of Simonton products to meet any applicable local lows, building codes, ordinances, or other safety requirements rests solely with the architect, building owner, or contractor 5 Shims are optional Max shim stock is 1/4" 6 Wood bucks ( by others) must be engineered and anchored properly to tronster 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 Flasrdng should be applied using the ASTM E 21;2 rr.ethod appropriate for the opening into which the window is being installed - 10 Installation screws must be at least 3/4" from the edge at the woos 11 Glazing shall comply with ASTM E 1300-04 MATER14L L A I I Ev O'SrSOSURE STATE4FNT 5 FIM _ fJJ J 1 I\ lr 1 V 1 l/ V• B IN0432 7 This document aLnepia ,ty of S•mmtan Wndo.s, .hich Oknensionui Tolerances { De , PY DATE s all PrppnetoryandartierflyhlslaHscabledmatterUilulatGF,e r(hlAnd-1-t r. —A'*d re W. recipient on the ..pressed ALLar 4 TEMPER I l'a.;Y I,,IIr.: \i' u• ` TDD 09/ 0'/ 09 ondrLien that it , s not to be dls 1—d -e duttd ,n whole c Pcnn,l•„•, \\ \ n(.{ i5 NECKED RY DATE art, ro r- ed In nn Nnchw w,.n Um dem9n,--facw-e wig y U c D--i Angles I rof goods ifsanyanearh. "h'. Smontcr wndo+. $r.ALE EET Ar-Pa D BY DATE r.0-1 ,t. onsen cL the—1—fion does not hind Lh. frT 1 of 1 ec Plent'. nli,, lc, mfwmat— con ned m rhis SURFACE AFEA F rliMEtE— F f 03 document wh•ch rs propeNi oatened from —t— scarce xx } 01 0' 304mn S-ZtIES INISH TREATNaI XNX d OOi 43-53 DOIJBLE HUNG ILE ING4J2 ___ 2x BU::K Ii.SrALLAIrOr, (AS iES cD', REQUIRED INSPECTION SEQUENCE BUILDING PERMIT Min Max Inspection Description Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Pre our Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen Room Final Pool Screen Enclosure Mobile Home Building Final Pre -Demo Final Demo Final Single Family Residence Final Building (Other) REVISED: June 2014 Address: ELECTRICNL-PERMIT Min I Max Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final MECHANICAL&ERMIT 1IMinIMaxI Mechanical Rou€ Mechanical Final Min I Max I Inspection Des Gas Unde Gas Roug Gas Final 14 Branch Name: Tampa Branch No: 49 I Installation Address: 2004 Washington ave i Purchaser (s): Mr Louis Desimone Mrs Nicole Desimone I I P11,ASF, RI-M TIUS ( CONTRACT Date: 3/8/2016 i I li I I Sold. Furnished and Installed by THD At -Home Services. Inc. j d/b/a The Home Depot At -Home Services 9208 Florida Palm Drive.Tampa.FL 33619 Foil Free 8779033768.Fax 8009678632 FL Lie # CCC058327, CGC1507093, CRC046858 LA Lie # H10550419 MS Lic # R05788 AL I_ic # ! 10656, S-43165 Federal ID 9 75-2698460 SANFORD FL 32771 City State Zip i Work Phone: Home Phone: Cell Phone: 407)417-3464 407)417-3464 lome Address: 2004 Washington ave SANFORD FL 32771 II'diflerent from Installatii)n Address) Citv State Zip F-mail Address (to receive project communications and Home Depot updates): bluyamarl n,yahoo.com Marketing emails will not be sent from The Home Depot. Proicct Information: Undersigned ("Customer"), the owners of the property located at the above installation address, agrees tobuy. and THD At -Home Services. Inc. ("The Home Depot") agrees to furnish, deliver and arrange for the installation ("Installati on") ol'all materials described on the below and on the referenced Spec Sheet(s), all of which are incorporated into this Contract by this reference. along with any applicable State Supplement and Payment Summary (where applicable) attached hereto and any Change Orders (collectively, "Contract"): I o0v ++. k" .w.cleucc) Products: Spec Sheet(s): Project Amount 9065477 j I Windows 9065477 9,872.49 10% of Contract Amount due upon execution of this contract Total Contract Amount I $9.872.49 o- ustomcr agrees that. Immediately upon completion of the work for each Product. Customer will execute a Completion Certificate (one for each Product as defined by an individual Spec Sheet) and pay any balance due. As applicable. each Customer under this Contract agrees to be jointly and severally obligated and liable hereunder. Fhe I Ionic Depot reserves the right to issue a Change Order or terminate this Contract or any individual Product(s) included icrein. at its discretion, il'The Home Depot or its authorized service provider determines that it cannot perform its obligations Itic to a structural problemywith the home. environmental hazards such as mold, asbestos or lead paint, other safety concerns. WicinL errors or because work required to complete thejob was not included in the Contract. Payment Summary: The Payment Summary # 9065477 included as part of this Contract, sets forth the total Contract aniotmt and payments required for the deposits and final payments by Product (as applicable). NOTICE: All TERMS AND CONDITIONS ARE BELOIV AND ARE PART OF THIS CONTRACT Responsibilities: I 06/17/14-SA Page 1 of 19 ' I t HON'1t; 1'4IPROVENJI,\ F (ON RACT I'I.FINSI: Rl1 DTIIIll: C0vj,R vI. NOTICE TO CUSTOMER You are entitled to a completely filled -in copy of the Contract at the time of sign. Do not sign a Completion Certificate (note: there is one Completion Certificate for each listed Product as defined by individual Spec Sheets) before work on that Product is complete. In the event of termination of this Contract, Customer agrees to pay The Home Depot the costs of materials, labor, expenses and services provided by The Home Depot or Authorized Service Provider through the date of termination, plus any other amounts set forth in this Agreement or allowed under applicable law. THE HOME DEPOT MAY WITHHOLD AMOUNTS OWED TO THE HOME DEPOT FROM THE DEPOSIT PAYMENT OR OTHER PAYMENTS MADE, WITHOUT LIMITING THE HOME DEPOT'S OTHER REMEDIES FOR RECOVER OF SUCH AMOUNTS. Acceptance and Authorization: Customer agrees and understands that this Agreement is the entire agreement between Customer and The Home Depot with regard to the Products and Installation services and supersedes all prior discussions and agreements, either oral or written, relating to said Products and Installation. This Agreement cannot be assigned or amended except by a writing signed by Customer and The Home Depot. Customer acknowledges and agrees that Customer has read, understands. voluntarily accepts the terms of -and has received a copy ol'this Agreement. Customer' s signature below constitutes Customer's acceptance and execution of each of the applicable Contract Documents. You are entitled to a paper copy of this Agreement if you choose. If you consent to an emailed copy, your consent applies only to this Agreement. By contacting sales office (977) 903-3769 , you may update your email address, withdraw your consent, or obtain a paper copy of the Agreement at no charge. By signing below, you confirm the following: You consent to receive only an emailed copy of this Agreement You have access to a computer that can receive and open emails and PDF (Adobe Reader Version 10.1.4 or later) formatted documents. Your email address is correctly listed on the Home Improvement Contract Submitted by: Accepted by: Sales ConsultaWfe0baby WONG)mer (Mar 8. 2016. 7.41 PM) Customer License Name. Signature: 877) 903-3768 Customer Mr. Lours Desimme (Mar 8. 2016, 7:41 PM) Telephone No. Signature: Sales Consultant License No. (as applicable) CANCELLATION: CUS"rOMER MAY CANCEL THIS AGREEMENT WITHOUT PENALTY OR OBLIGATION BI DELIVERING WRITTEN NOTICE TO THE HOME DEPOT BY MIDNIGHT ON THE -THIRD BUSINESS DAh- AFTER SIGNING THIS AGREEMENT. THE STATE SUPPLEMENT ATTACHED HERETO CONTAINS A FORM TO USE IF ONE IS SPECIFICALLY PRESCRIBED BYLAW IN CUSTOMER'S STATE 06117/ 14-SA ` Page 19 of 19 To Whom It May Concern: This letter will authorize the following person(s) to act as agent(s) on behalf of THD At -Home Services, INC, DB/A The Home Depot At -Home Services, 2690 Cumberland Pkwy SE, Suite 300, Atlanta, GA 30339 to sign and pull for permits, inspections, and licensing with respect to the installation, maintenance and repair of windows, doors, siding, and storm protection under Florida State Residential Contractor license number CRC046858. ! Authorized person(s): Brian Kirby Don Kirby Tim O'Malley Christine O'Malley Elizabeth Hutchinson John Hutchinson Gary Barson Jonathon Thomas Erick DeDios Aaron Hallich Qualifier — Mysie Ramdial THD At -Home Services,'INC The Home Depot At -Home Services Owner: Louis & Nicole DeSimon Address: 2004 Washington Ave Sanford, FL 32771 STATE OF FLORIDA COUNTY OF HILLSBOROUGH The foregoing instrument was acknowledged before me this Ramdial. d(V day of rn 20 o a Public —State ofFloridaryF AMBER FLENKE nn I nker NOTARY PLIBLIC STATE OF FLORA Printea Name CMM#EE21W92j r Expires 7/111201607AV)O b ' My Commission Expires Personally known x or Produced Identification Phone THD At -Home Services, Inc. 207 Kelsey Lane - Suite K - Tampa, FL 33619 813-402-3700 • Fax: 813-630-4112 • Toll Free: 855-729-6002 i by Boysie ToMpll. THIS IN TRUM NT PREPARED BY• Name. Address: NOTICE/ OF COMMENCEMENT Permit Number: / 0 o? Parcel ID Number: 3 1 J 0 i • (so , dlco a i [t l It111 Itlll IIIII IIIII IIIII alit till CLERlI'IF CIRCUITSCtju OLE 1UMF'1R0(_l_ER BK3604F'3 1191_i (1F'3} CLERK' S v 201603t1,;f10 RECORDED 03/22/201b 11:49::1_i ;1fI RU.iIt t,RDIhaG FEES 1 iC,i1C RECORDED FY hdevor:2 The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the followinginformationisprovidedinthisNoticeofCommencement. I. ZESCRIPTION OF PROPERTY: (Legal a - S / 1!o a. 1-7 V I %f r-, 2. G NEqAL DESCRIPTI(C 3. OWNAR INFORMATnI`ON Name and address: I ` k OFF I PROVEMENT: l of the r erty and street address if I fTM Pt', -79 4, -7 lrvrUHMATION IF THE LESSEE CONTRACTED FOR TH Interest in property: Li 1Y ZIL- r-tt A I 3= 1 7- Fee Simple Title Holder (if other than owner listed above) Name. f\S, + N Address: 01P_ 4. CONTRACTOR: Name: t'Y Y TV 1 - a O - 7 Y Phone Number. _ T Address: VV\ 3"a 4 1 5. SURETY ( If applicable, a copy of the payment bond is attached): Name: n1(. n_ 6. LENDER: Address: Phone Number: Amount of Bond: 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents maybe served as provided by Section 713.13(1)(a)7., Florida Statute. Phone Number: 8. In addition, Owner designates of to receive a copy of the Lienoes Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number: 9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified) WARNING TO OWNER ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPERPAYMENTSUNDERCHAPTER713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITEBEFORETHEFIRSTINSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCINGWORKORRECORDINGYOURNOTICEOFCOMMENCEMENT. Signature of Owner a'Lessee, r Ovmer s or Lessee's — {i Authorized Officer/ Duecior/Periner/Manager) (Pnnl Name end Provida Signatory's Title/Office) State of c nrl_,,')A County of r / r,) r^ l;r. The foregoing instrument was acknowledged before me this le ' Nemo of person making statement day of 11.11-IA G!-1 201 Who is personally known to me OR who has produced identification ©-^type of identification produced: FL D G. :Z (, j r~ A Gr`i: MARCELLO AGULLA NOTARY PUBLIC L STATE OF FLORIDA Comm# FF018462 EVIr+es 916/2017 M- TIRED COPY-!,iAfiY u;ME PAC : CLERKDFTitiE TCOURTAA O XeTROL' EBy DCPUTY CLERK