The URL can be used to link to this page

Home My WebLink About308 Krider RdCITY OF SANFORD Job Address: -3 Q 4Y Historic District: Yes No Parcel ID: 6-1 • ay - ,> 1- Residential' Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: [o u,,. zQ A C- s t Plan Review Contact Person: __V1yv\ a 1,•\pA 64 Title: Phone: -7A?-G37—P4 ( S6 Fax: Email: Property Owner Information Name Phone: L16 -7 - kr-4 o Street: 3(-'S8 lL ' Resident of property? City, State Zip: Contractor Information Name The Home Depot Phone: ? of Home ry Street: 9208 Florida Pdm Drive Fax rumpa. IT 33619 City, State Zip: Name: Street: City, St, Zip: Bonding Company: Address: State License No.: 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. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5"' Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requiremen#s of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the 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 Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID o-/ J- -/ (10 Signature of Contractor/Agent Date Tt e\ c7, NCJ (-ey Print Contractor/Agent's Name hd - / o- / k-1 ce Contractor/Agent is K Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: 1 UTILITIES: ENGINEERING: COMMENTS: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: 5F il- io- (Co Revised: June 30, 2015 Permit Application MARYLOU SESAK My COMMISSION #FF146073 EXPIRES July 29, 2018 14071398-0153 FlondallotaryService.com Contractor/Agent is K Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: 1 UTILITIES: ENGINEERING: COMMENTS: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: 5F il- io- (Co Revised: June 30, 2015 Permit Application REQUIRED INSPECTION SEQUENCE BP# r6- Z94 BUILDING PERMIT Min Max Insj2ection Descri tion Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Prepour 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 Firewall Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen Room Final Pool Screen Enclosure Final Single Family Residence Final Building (Other) REVISED: June 2014 Address: ELECTRICAL PERMIT Min Max Inspection Description Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final MECHANICAL PERMIT Min Maw I Inspection D Minn I Max Mechanical Roug Mechanical Final Gas Unde Gas Roug Gas Final 11111111111111111 11111111111 11!11 loll lost I'IARYAHHE r1USE r aE1111'10LE COBTY C1...EFZK OF C:1RC:U11 cOURi' & CONPTRaLLER I r o,_ v t (/ • CLERK'S Y 2016115207 This Instrument Prepared By: ~: ECOR DEL' 1 J. /04121i l' 10-08-21"1 ilhl Home Depot Home Services REC:ONED }FEE `r vol' aU1J i;EcaR Ea I. i,d,_t I,e 9208 Florida Palm Dr. Tampa, FL 33619 r NOTICE OF COMMENCEMENT Permit No. LD - Tax Folio No. State of Florid County of `Md1 e THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement: 1. Description of prop escri tion of property, and street address if available) A P P Y P P A Y V1,. 1% lir- a Vb 17 I , 3dT, L21 r.•C Qin -- 2. General description of improvement: 3. Owner information)L Na \ aa) Name and address: r c m., na. aA C OV— e b) Interest in property: p`i tie` t c) Name and address of fee simple titleholder (if other than owner): Contractor a) Name and address: Home Depot Home Services, 9208 Florida Palm Drive, Tampa, FL 33619 b) Phone number: 813-626-7548 5. Surety a) Name and address: b) Amount of bond _ c) Phone number: A 6. Lender a) Name and address: N/A b) Phone number: 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: a) Name and address: N/A b) Phone number: 8. In addition to himself, 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: a) Name and address: N/A b) Phone number: 9. Expiration date of notice of commencement (the expiration date is 1 year from the 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 IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CANRESULTINYOURPAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BERECORDEDANDPOSTEDONTHEJOBSITEBEFORETHEFIRSTINSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDINGYOURNOTICE OF COMMENCEMENT. 10 ij ature of Own or Owner's Authorized Officer/Director aner/Manager Signatory's Title/Office LS dayTheforegoinginstrumentwasacknowledgedbeforemethis _ y of e of authority, officer, trustee, attorney i fact) for name of person) as 1'Q% (type y, g name of party on behalf of whom instrument was executed). 1 MATT GERMAN ig (' d Public — State of Florida NOTARY PUBLIC P onally known _ or Produced Identification _ STATE OF FLORIDA---ANiD--- CC11 M# FF983400 Verification Pursuant to Section 92.525 Florida Statutes EXPIM 8/0020 Under pe '' i f p u I e la1re that I have read the foregoing and that the facts stated in it are true to the bes of y • owl dg and b 'ef. 1 1 16 prac41nIFIEDCOMARYANNE MORSE `'' LUITCOURTAND rte^ ; 'gnatut ol'Natur Person Signing (in Line#10)Above Revised 7/28/14 COSF6lf FLORIDA <<y rf ....N,41,c,— r 'ddf:iC 1 C) /,G (4'I DEPUTY CLERK City of Sanford Doors - Windows Application Checklist All permit application packages must be complete prior to acceptance. You must check each box to the left or indicate n/a on this submittal. A complete application package shall include the following: All permit applications must be complete prior to acceptance. A complete application shall include the following: V( Building Permit Application completed, signed and notarized. Application must include correct address and complete parcel I.D. number. C 7 Copy of a contract, signed by the contractor and the property owner, indicating the documented construction value rra Copy of applicable contractor's license issued by the State of Florida (if the contractor is the applicant). C A site specific notarized power of attorney shall be required from the licensed contractor if he/she appoints an employee of his/her company to sign the permit application as the contractor. wlo, Certificate of insurance indicating worker's compensation insurance coverage and naming the City of Sanford as certificate holder, or a copy of a worker's compensation exemption issued by the State of Florida (must be submitted with each application if contractor is the applicant). tp Completed and signed Owner Builder Statement / Affidavit (if the owner is the applicant). C2" Two (2) copies of the floor plan indicating size, type and location of windows/doors. V/ Completed and signed Statewide Product Approval Specification Form. V/ Two (2) copies of the manufacturer's installation instructions. These guidelines were compiled to assist the applicant in preparing a windows / doors permit application and may not be complete. The applicant is required to meet all City of Sanford, state, and federal code requirements. Revised: February 2015 HOME TMMPROWMENT CONTRAC:"T PI._FA.W READ THIS Sold, Furnielird and installed h: Itratich Name: Tampa Tsate: &JIl ti_ Ttlt) A(. -Home Scrvwei, tnc. d,'btu The llcpme Depot A(-1 tome Servicen 9X8 Florida Dalin Drive, Tampa. F3, 33619 Bi-anrh Nuather: 49 Toil Free 877 903 1768 11, Lac I (XX"f)5K327, £:GC's 9l7M3. C'iiQiAf>858 M federal fD # iS'76 71#tial In-stallation Address: b i".% Atok City State Zip f'r rah a s'B w0A Phone. fl Phone: Cell Phone How, A d d vrs_.___ - r—.... ___._ _.................. __._- _ _... _ _. _.. _.. .__._. ......... aicfi Ccrc tis=3rn krxtali{ti6s, ,til r st} City State lip anvil Addre.m ja6a sav-fiat» brit "'4i cowtr}ianatol°taw"and t ollic fcpsat updat£'sl:._._.__. .............................. _- t?(i NOI =sial ads sc a s'> any gases,—ries; cmad., Ir<,itt °fhe Duric rteptti f'r aivct lrtEtar s3 ettiatr i zr i e b tavd 4"£'t nnttr'`d, the o nvvti i')t the pei4)ttly is CatCd at the ANWC inst011atiM ttda2rM stjaeVs 3 iy, and Ctll'3 it ll6r,a scrvue. lnE, {'The Wine Depot") apreo to Wmish, dclivcr and arrange for the W.,61ktuo" t''Tat tultstrs;ai'"} of all is o tAdes,,AkA ilii the Wow and on aha referenced Spec Sltret(s). all of which aretnctwpcvated into ibis, C rmi;wr 'i p djip retrrcn e. ,altntg txa h ally applic4hlc State, Supplentertt and Payment Summary attaches herelo and arty a'iaxctk9a .a.bsa?1,itvalu."Contract') 7 t o u W __ its NiPsProject Amountces u. 'Siding ndnw incialauem 1 nit i tc a ' (oxer i 7 Elix6t... ," i- 1o^vir! nSt'} tkxxx_._......._.. _.......... J .3' ' flV l ite i nq SIditir, L Wuxialcs (tatsnlntscsn C;6i,iesv,t C vGr:. [11:iaury lkr. r. C) __ T7lt :xilin atctnn'rn ip i 4lnsulr zsa — liuttess i L taxer.: DE try lkxxa _ i 10% of Contract Amount Total Contract Amount due upon execution of this contract Custamter aagrcces bassi, 411011 diatcly upcx :c"Plel-loin of the xvork fru- each Prof uct, Customer will execute a%tsmplcticsn Certt6cate Ce e for cacti Product as (Imined tpV an individual Spee Sheet) and pay any balance due. As applicable. each C u,storncr under this Q~ noaet agnxs to tv jotntly and severally ohlig. wod and liablehereunder., liar !{(ime Depot teswtves the right to ivsue a Change Order or termimite this Contract or any individual froduclfs) included hrsran, at its diwi tion, it' 73ie 14onic Depot or its authorized wvice provider determines that it cannot perforin its obligations due tet a sfimowal prob1cm. Aith ifu home, oiv ronmentat haaa rds such as mold, :asbestos or lead paint. other Wety concerns, t=r+ mi Mw cir L,,,-r:ause wtrr%tquired tri complao the job was not included in, the CContact,. T'a+ mean . Surritranrv, 'Me Payment Summary included as part of this Ccxtaact, sets fevtth the issal C"i,otr n:t amount arta• Payments required far the depey;its and folid payments lay Praluct (as applicable). NOTICE TO CUSTOMER You arc eall"ed to a completely filled-in copy of the Contract at the time you sign. Do Dot, sign a Completion C"ertDlkeatt ("e: there is one Completion Certilicatt for tub itsted'Produ t as defined by individual Spec Sheets) before work on that. Product Ca comnpleic to the Mut of tiera°t in ation of thin Contract, Customer agrees to, pay, 'Me Moine Depot the costs or materials, ($baa°, tams o artd sertitxs prsnvidrd by The Name Depot or Audwrized Service Provider through the. date of ttrmiDation. pat nay rnher tataiatints sat fGrtli ITT Agreement or allowed ua&r apptieab low. TTiT ITC)f4IE DEPOT MAY t4'lTt1CC(1[:if Aitl{ItiDSTS melt Ci TtE THE H}ME DEPCIT FROM THE DEPOSIT PAYMENT OR OTHER PAYivlENI N[ATw.. +l1'DTEiowr u ta`ll' G TJW HOME DEPOT'S OTHER REMEDIES FOR RECOVERY OF SUCTI A MOUS D'S.. Acct ante and Authorizattran: Custaxrier agrees and undmtonds chat this P tstottacr ,and The Home D" with reipwd to the Products and tnstallutiott atrvi, t8rerrncnt+, rttlra cvyti or wriumi, rclA(mg to std frrxluv-°ta.attd tnstallatltm. 'Gists elkocpt by a Writing sigxpsxi by ustomcr and Tie Horne Depot. t urians -1010A understands, voluntarily accepts the terms of and has received a copy of this A91 - A" b Y Custt6mcr's .taalWc Date Guslorner's Signature, ):late CA,N,,'i 1At'B)t'V; CUSMOMER MAY CANCEL TTHS AGREEIafENT'CTlOM PENALTY OR OB1 AMN BY DEMERING WRTTI'EN N4'1110E TO 'THE HOME DF P() T BY MIDNIGHT ON 'TM THIRD BU,9NkS DAY AF IVA SIGNING THIS AGREEMENT- 711W STATE, ST!PPi i~.,MF T ATrACRE D HEREJ10 CONTAINS A kDRM U) USE IFONE IS WKIRCMJY PRESCRIBED BY IAAW IN f,`l rOMls#t"S S'T'ATE 41 is the cntiaeagreement between supersedes all prior discussions and ycnt citonot be. assigned or amended and agrees.that Customer hie read, Sulfa Wulta ei S gtiature. Bate Telephone No.L.— Sales Consultant License Nis, r sus5nit) NOTICF., ADDITIONAL TERMS AND CONDITlONS ARE STATED ON THE REVERSE SIDE AND ARE PART t' F THIS CONT RACT page tut e. 04.08.15 W h to - Branch Fite Yagow - Gastorm 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, D/B/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 Katrina Kirby Tim O'Malley Christine O'Malley Elizabeth Hutchinson John Hutchinson Erick DeDios Aaron Hallich Larry Hall Qualifier — toysie Ramdial THD At -Home Services, INC The Home Depot At -Home Services Owner: Brianna LeBlanc. Address: 308 Krider Rd Sanford, FL 32771 STATE OF FLORIDA COUNTY OF HILLSBOROUGH The foregoing instrument was acknowledged before me this day of 20 y Boysie Ramdial. Notary Public — State of Florida YP o:•"... a=: MARYLOU S,E,SAK MY cOMMISSION #FF146073 Printed Name ='<,p ' EXPIRES July 29, 2018 a o 1 f% (407) 3980153 FloridallotaryService.cam My Commission Expires Personally known —x_ or Produced Identification - THD At -Home Services, Inc. 207 Kelsey Lane • Suite K • Tampa, FL 33619 Phone: 813-402-3700 • Fax: 813-630-4112 • Toll Free: 855-729-6002 Product Approval S Pvffication Form SANFORD Permit # # 1 6' 2 9 9 6 Fp '` AR Project Location Address 3d <r IF 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 Florida Approval # Descriation (include decimal) 1. Exterior Doors zjwmging Sliding Sectional Roll Up Automatic Other 2. Windows Single Hung Horizontal Slider Casement Double Hung Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 151 PLANS EXAMINER II —. _It JJ h 4 r{1.9EI L'!i_t RIWATA7\l49-101"aft101" aftSimla "TT qj:lmniny 0isor CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT 111E BUILE)IN8 C FFICIAL FROMTHEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE CL 100 S/ (o 7 . I t o 0 -7 —7. JL1 I i L/-7 -7. 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 /Lys Applicant's Name Please Print) June 2014 Gr Map coke O SPM Swat f: say of sow window itaiboift! tAli'N1E:{th: yfg"T l Qi:< WNDOW SPECIFICAi SHEET - f f?,ai^,ka, FYAe iwi S+f of CAm+tsJ Q¢Sd ie'dN:i>°r 5U Sit (L'4b"5 J ob C „„ I CBrtitiN7tfiY _ — LM4f3^JCf RE*3f (Y!S CF k0J Srastxu+:1 h#A ori[EiMz-ryf or*Ww r V"kft. Ordr of 0410 tial i icicnes.:m tfiet S*b4X?'s C,rpY 65 fJt N?j C tl3 ddoOOROMQfi PmOptions to t1t Bay$, sows. of , ®f% ri C$Mnts. 3 Pot tPLAOCS w_rw .».. cede kr loon usa stao ry Ot kb AA Pa.+mn SYya witps C tC Y{N t c-8, cam. i t S w Rf i IL i J s L. if a f nwrnnar JwsrerMn TiM1e. Map coke say of sow window itaiboift! tAli'N1E:{th: yfg"T l Qi:< f f?,ai^,ka, FYAe iwi S+f of CAm+tsJ Q¢Sd ie'dN:i>°r 5U Sit (L'4b"5 I [fed 4o soft C" of JOK M.Ntfw LM4f3^JCf RE*3f (Y!S CF k0J Srastxu+:1 h#A ori[EiMz-ryf or*Ww r V"kft. Ordr of 0410 tial i icicnes.:m tfiet S*b4X?'s C,rpY 65 fJt N?j eeM t.^s?+'Yres NV'eNv weafz.a.maKx"MW Yifeb fNRt&i coda 0 ttowwt, V-.. baud ki tE+i.+ tiu yt «uy r<n or,011I Projactton t30 ° a aS Pkatvkervy t SHocCUMO d w;rdrnv to staat 4ncitast td to sorfit,cow of soft mefrw suutt xoor ('es ar tool Garden Wtttdow rboard ttdat I or*Wtdte KWft 84111 "1 00*) Spec. Sheet #'.8 12 t tGt ! C!` WINDOW SPE%IRCATION SHEET C j ata is d °_ 9 ittConsuan C ustobnet .„ __ t?. aw ow tsbcu tt`ffisgt tecatwns Usting i+ indow y i l Measure"nts Grids Product Options Open; from outside, Ite t to Foht lrr' t Hays, Bows, color Rough Dpenlrn} a of bats t of bars Ccmnts, t Pn1, use L. R or S Location Cdgss M4sc hems Hardware Cade For doors use 1 Streans S'statta++a+y car kgs 1 Mull mag • Style Maps r t. ro sa v C. v to t'nrte Series Code v a v ILJ 42r1 coda 0 ttowwt, V-.. baud ki tE+i.+ tiu yt «uy r<n or,011I Projactton t30 ° a aS Pkatvkervy t SHocCUMO d w;rdrnv to staat 4ncitast td to sorfit,cow of soft mefrw suutt xoor ('es ar tool Garden Wtttdow rboard ttdat I or*Wtdte KWft 84111 "1 00*) r tl r x r„t iia ; / r ,, ' SCIS Home Log Di User Registration Hot Topics j Submit Surcharge I Stats &Facts Publications FBC Staff SCtS Site Flap linksSearch i. FIJI i Bushes ./,, PfeSSibila ( Product Approval j J tj USER: Public User Frodu Aporovat Meru > :=rocfut or uoolication Se.a rrn > nhcr, tine is> Application Detail r y FL# FL14911-R7 E Application Type Revision Code Version 2014 Application Status Approved Comments Vivian Wright Archived r;ckw@rvybldgconsultants.com Product Manufacturer Silverline Building Products Corp. Address/Phone/Email One Silverline Drive 2011 North Brunswick, NJ 08902 Florida Engineer or Architect Name who developed the 800) 234-4228 Ext 4644 Evaluation Report Jo. berrian@slbp.com Authorized Signature Vivian Wright Subcategory r;ckw@rvybldgconsultants.com Technical Representative Jon Berrian Address/Phone/Email One Silverline Drive 2011 North Brunswick, NJ 08902 Florida Engineer or Architect Name who developed the 732) 435-1000 Evaluation Report jonberrian@sibp.com Quality Assurance Representative PEF43409 Address/ Phone/ Ema it Window and Door Manufacturers Association -QA Category Windows Subcategory Siegle Hung Compliance Method Evaluation Report from Florida Registered Architect ora Licensed Florida Professional Engineer 2011 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. Evaluation Report ASTM D2843 Florida License PEF43409 Quality Assurance Entity Window and Door Manufacturers Association -QA Quality Assurance Contract Expiration Date 10:21/2016 Validated By Ryan J. King, P.E. ASTM E1886 1* Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Standard Year AAMA/W DMA/CSA/101/I.S.2/A440 2008 AAMA/ W DMA/ CSA/101/ I. S.2/A440 2011 ASTM D1929 1996 ASTM D2843 1993 ASTM 0635 1996 ASTM D638 1996 ASTM E1886 2005 ASTM E1996 2009 ASTM G26 1995 TAS 201, 202 and 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL14911 R7 EQUiv Equivalency Of Standards.odf Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Go to Page 0 F Model, Number or Name 14911.21 u. Series 70 Model 2127 Method 1 Option D t r s of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 14911.21 for Design Pressure Ratings, a additional use limitations, installation instructions and prod particulars. 14911.22 . i v. Series 70 Model 2127 9 S 0 0 Page 2/ 20 0 Description Extruded Vinyl Single Hung Window - Flange Installation Instructions FL14911 R7 II Inst 14911 21 odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL14911 R7 AE Evai_14-911.21,odf Created by Independent Third Party: Yes Extruded Vinyl Single Hung Window - Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLI4911 R7 II Inst ' 4911 22 odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes j Created by Independent Third Party: Yes Design Pressure: N/Aj Evaluation Reports Other: See INST 14911.22 for Design Pressure Ratings, any ' FL14411 R7 AE Eval 14911 22 odf additional use limtations, installation instructions and product Created by Independent Third Party: Yes particulars. 14911.23 i w. Series 70 Model 2127 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other. See INST 14911.23 for Design Pressure Ratings, additional use limitations, installation instructions and pr particulars. 14911.24 x. S 2900/4900 - M 2901/4901 Extruded Vinyl Single Hung Window - Flange Installation Instructions 1`I-,1.4911 R7 II Inst 1491123 Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL14911 R7 AE_Eval _14911.23.odf Created by Independent Third Party: Yes Single Hung Extruded Vinyl Window with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL14911 R7 II Inst 14911.24. odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes { Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14911.24 for Design Pressure Ratings, any I FL14911 R7 AE Eval 14911 24 odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14911.25 1y. S 2900/4900 M 2901/4901 Single Hung Extruded Vinyl Window with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL14911 R7 II Inst 1491.1.25.odf Approved for use outside HVHZ: Yes i Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14911.25 for Design Pressure Ratings, any FL14911 R7 AE Eval 14911 2S odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. Go to Page Page2/20 0 Contact Us :: 1440 North Monroe Street. Tallahassee PL 32399 Phoney 850-487-1824 The State or Florida is an AA/EEO employer. Convriaht 2007-2013 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do notmnt your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to SERIES 70 - MODEL 2127FL EXTRUDED VINYL SINGLE HUNG WINDOW w/ or w/out FLANGE I OWIMPACT' GENERAI_NOTES 1. This product has been evaluated and is in compliance with the 5th Edition (2014) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base 3. When used in the "HVHP' this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the'i-WHZ" requiring wind bome debris protection this product is required to be protected with on impact resistant covering that complies with Section 1609.1 .2 Of the FBC. 5. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 6, Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. T This product meets ureter infi]tration requirements for"HVHZ TABLE OF CONTENTS T' DESCR PriQNTypicalelevation, design pressufes & general notes Horizontal & verticalcross sectionsHorizontal g• rIHEET# vertical cross sectionsBuck 53.25" x 63.59' 52.00" x 62.50" and frame anchoringBill G1, G2 n m of matedols, glazing details & components 00 n Z pVERA1L fLANGF` QIMENS(gN 53.25 MAX. OVERALL FLANGE WIDTH 52.00" MAX. OVERALL FRAME WIDTH O i M g• r_9`LLnQ Zi a z: 53.25" x 63.59' 52.00" x 62.50" 47.69" x 28.25" G1, G2 n m l1111111 00 n Z 52.09'x 73.00" z oza O EE m 60.0 man m M 4 O E v w X I pVERA1L fLANGF` QIMENS(gN OVERAIt; FRAME D7k4ENSiON• O i M g• r_9`LLnQ Zi a z: 53.25" x 63.59' 52.00" x 62.50" 47.69" x 28.25" G1, G2 n m l1111111 00 n Z 52.09'x 73.00" z ozaEEm 60.0 man m M 4 O E v w pVERA1L fLANGF` QIMENS(gN OVERAIt; FRAME D7k4ENSiON• MAX.' ' , DCO'. DIMENSION, GLASS TYPE DEsiGNPRESSURE(PSF); POSIhVE NEGAitVEr` 53.25" x 63.59' 52.00" x 62.50" 47.69" x 28.25" G1, G2 62.8 65.0 53.25" x 74.08" 52.09'x 73.00" 47.69" x 33.50" 55.0 60.0 K W. UN OW NP.r FL -14911.21 EEr of 5 e 61 NOTE: 1. LOCATE OPERATING SASH LOCKS 7.5' FROM EACH END OF THE ACTIVE MEETING RAIL, FASTEN WITH (2) #8x 3/4" SELF TAPPING SCREWS. 2. LOCATE SASH KEEPER 6.5" FROM EACH END OFTHF MEETING RAIL, FASTEN WITH (2( #6 x 3/4" SCREWS. ME 9-1) ABOVE THE MEETING RAIL ABOVE THE MEETING RAIL C2 INTERIOR J 1 1 l) v EXTERIOR C1 gl BELOW THE MEETING RAIL BELOW THE MEETING RAIL 1-1 /4" MIN. EMB. TYP. 1 HORIZONTAL CROSS SECTION 2 Shown w/ 2X buck 24 23) 26 . ._..__._ ry *I ptso 0, z° U N T77-71 r u oia` vrro rm 1 LLYmdaa n \m o o d EXTERIOR INTERIOR l SEE a 3i li)NOTE2 .Q SEEyNOTET 14 i 43 m 6y Ui o Y i2 4 0 m , 27 t 16 Ind G Q - 19 4p sz 0 a ce z 26 204 vAre 10130112 scurf: N.T.S. c 1-1 /,f- MIN. MIC. BY. JK EMB. TYP. CNK. m: LFS 2 VERTICAL CROSS SEC110N DROM W' 2 Shown w/ 2X buck FL -14911.21 Sitter 2 OF 5 ABOVE THE MEETING RAIL V V ! EMB. TYP. 48 NOTE: - LOCATE OPERATING $ASI I LOCKS,7S'.._.. FROM EACH END OF THE ACTIVE MEETING RAIL, FASTEN WITH (2( #8x31C SELF TAPPING $CREWS. 2. LOCATE SASH KEEP6S" FROM EACHER END OF THE MEETING RAIL, FASTEN s WITH (2) #b x3/4" SCREWS. c 0 a r: s S D INTERIOR AE ABOVE THE MEETING RAIL 2) EXTERIOR C2) THE MEETING RA!L BELOW THE MEETING 1 HORIZONTAL CROSS SECTION 3 Shownw/TX buck 3 VERTICAL CROSS SECTION phonal rirncsonry sill oC o4 ` a 1-1/4" MIN. EMB. TYP. 4 VERTICAL CROSS SECTION 3 Optional masonry sill Z b a EXTERIOR INTERIOR SEE ZONOTE SEE. 11 NOTE 1 2 VERTICAL CROSS SECTION 3 Shown w/ T X buck W. JK m ac BY: LFS 3 7n_ N FL -14911.21 a Qj' Oz K a m 1/117111 z 6; 2- iiT\ m H .. N i NM 9oi C= VV S v: INTERIOR SEE ZONOTE SEE. 11 NOTE 1 2 VERTICAL CROSS SECTION 3 Shown w/ T X buck W. JK m ac BY: LFS 3 7n_ N FL -14911.21 a J I-- P SCti n A. o n °' z 6" MAX. i - Z d N anro manLL 2X BUCK oa 1XBUCK 2X BUCK TYP. 2X BUCK23 0 I 1XHUCK 24 z CONCRETE ANCHOR NOTES: 1, Concrele anchor locatiors at the corners may be adjusted to maintain the min. R edge distance to morfarjoints. 2. Concrete anchor locations noted os "MAX. O.C. ftYP.J" must be adjusted to maintain the min. edge distance to mortarjoints, additional concrete anchor may be required to ensure the "MAX. Q.C. (TYP.)"dimeos7ons are not exceeded. 3. Concrete anchor table: c a 0 kNCFfOR 1 r FRAME - 1 2X BUCK TYP. - 1 51ZE EMBEDNIEN TGAMONRYi. To ADJACENT .° FRAME j z 1.114" 2" 4" q MASONRY . MASONRY % ` OPENING OPENING 2X BUCK 37 J MASONRY OPENING' 1/4" Yo 4" ULTRACON r .. 1 X BUCK TYP. 1 r t n...._.. 2X BUCK 37 i IX BUCK 38 o" i TYP. e a N BUCK ANCHORING FRAME ANCHORING FRAME ANCHORING MA50NRY 52"X 73" MAX. 42" X 58 MAX, 2 N CONCRETE ANCHOR NOTES: 1, Concrele anchor locatiors at the corners may be adjusted to maintain the min. R edge distance to morfarjoints. 2. Concrete anchor locations noted os "MAX. O.C. ftYP.J" must be adjusted to maintain the min. edge distance to mortarjoints, additional concrete anchor may be required to ensure the "MAX. Q.C. (TYP.)"dimeos7ons are not exceeded. 3. Concrete anchor table: c a 0 kNCFfOR 1 NCHOR" MIN. >. M[N• CLEARANCE'. MPH. CLEARANCE TYPE 51ZE EMBEDNIEN TGAMONRYi. To ADJACENT .° ANCHOR: ITW e 114- 1.114" 2" 4" TAPCON ELCO 1/4" 1114" 1,-- 4" ULTRACON WOOD SCREW INSTAL1AilON NOTES: 1. Maintain a minimum 518" edge distance. 1"end distance, & 1"o.c. spacing of wood screws to prevent the splitting of wood. w r z 10 30 S 2 z 0iceN.T.S. a or. JK m x er: LFS nxum nacre F2,-i49T T.21 aT 4 ov 5 BILL OF MATERIALS SIT OVERALLffEMDESCRIPTION —_ MATERIAL I EXTRUDED PVC MAIN FRAME #52-261 I _... _— PVC 2 EXTRUDED PVC SILL 452-2673'__i PVC - 3 EXTRUDED PVCSASH INTERLOCK GLAZING BEAD #7257 * - PVC 4 EXTRUDED PVC MEET NG RAIL #52 2907 -- PVC - 5 55UDED PVC TOP LIFT RAIL #522949* _ -- PVC 6 EXTR65ED PVC BOTTO`il RAIL #52_2905 7 EXTRUDED PVC STI E #52-2905* 5/B" OVERALL 9 10 EXTRUDED PVC GLAZING BEAD VEPT 8 (?'2T #52 1227I_-._. . __._..------- OPERABLE SASH LOCK # 12 2241 PVC T—EEL11 12 SASH KEEPER # 12 2240 FIXED MEETING RAIL REINFORCtMENT #_ 5 i 2608 ALUM. _. 14 LOCK RRIL REINFORCEMENT #50-2409_ ALUM. 1 S 16 SH REORCEMENT #50-2967BOTTOMLIFTRAIL & SAINF V[NDOW SCREEN ALUM. 17 WEATHERSTRIP PILE WIFIN_ 187 x .270, LOCK RAIL &SASH AIR SPACE 18 WEATHERSTRIP PILE W%FIN 187 x.230. FIXED MEETING RAIL (ULTPAFAB) d 22 19 WEATHEP._STRIP PILE W/FI`4 .187 x, i 50,SILL ULTRAFAB) D WEATHERSTRIP VINYL BULB .187' ) .375" 0fAMESSURY) 2.2 GLAZING COMPOUND( V #1194) _, — SILICONE 23 I O X i PPH SMS STEEL 24 114" X 2-3/4 PFH EI CO OR ITW CONCRETE. SCREW . __ _ .. ,..•._,,., . _.,_-, ____ STEEL _ 25 2X BUCK SG> 055.._ WOOD _ 26 27 1 /4 MAX. SHIM SPACE __ MASONRY 3,000 PSI MIN, CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90---- MNCRETE= 29 I X BUCK — — - Wl,'OD _..... 30_ INTERCEPT SPACER STEEL 31 SASH KEEPER #12-5550-030 STEEL 322PEPABLESASHLOCK#12SK01-t0O_—_ 33 TILT LATCH #07-76625 STEEL STEEL 34 48 X I PPH SMS STEEL. __ . 35 SUPERSPACER ---___.. ..._—. ___ BUTYL 36 TILTLATCH HP -1 MFG. -BY_SHLANIaj STEEL 37 10 X 3' PPH SMSSTEEL 38 Jd" X 4" PFH ELCO OR ITW CONCRETE SCREW STEEL. THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN "AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". a ' tp1 a1U j 0.065` 1.16" 6 EXTRUDED PVC BOTTO&IRAIt. 12 LOCK RAIL TOP, Rehfor ement l } 0.91 F T 4) EXTRUDED PVC MEETING RAIL (71 EXTRUDED FVC STILE_ (= VEXTBUDED —MC -Pp UPT RAll Ye i o L COKMEETfNGRAIf t Relnfcrcement r--- 2.69" —- OZY cti Optional Flan e i PVC MAIN FRAME UY-AUY- `6Niz pv N= I 1 8 G ANG BEADSashhterIock 0 0.84,. 1 0.05' 0.455" --^l 1.,._... 1s BOTTOM LIFT RAIL Re nforcefnonl r o - Ute' N T ` Optional Range PK—:—SILL Ci t`J j ity •..Z, C. re 10 30 12 n N.T.S. mJK K By, LFS Awwo NO, eN FL --14911.21 aN SIT OVERALL THK. GLASS. AIRSPACE 1/6 ANNEALED 7/16"GLASS 22) BITE Gi GIAZlN ETAIL 5/B" OVERALL THK. GLASS f 3S 1/8'ANNEALED ILI AIR SPACE i d 22 1/8' ANNEALED 7/16" GLASS BITE 12 LOCK RAIL TOP, Rehfor ement l } 0.91 F T 4) EXTRUDED PVC MEETING RAIL (71 EXTRUDED FVC STILE_ (= VEXTBUDED —MC -Pp UPT RAll Ye i o L COKMEETfNGRAIf t Relnfcrcement r--- 2.69" —- OZY cti Optional Flan e i PVC MAIN FRAME UY-AUY- `6Niz pv N= I 1 8 G ANG BEADSashhterIock 0 0.84,. 1 0.05' 0.455" --^l 1.,._... 1s BOTTOM LIFT RAIL Re nforcefnonl r o - Ute' N T ` Optional Range PK—:—SILL Ci t`J j ity •..Z, C. re 10 30 12 n N.T.S. mJK K By, LFS Awwo NO, eN FL --14911.21 a N I ..2. ,..a. ,. ..e..,:,A.A,,.x i,..a...,,m..a,;, _.,,,. „s ,»i ...i,,., u sca i aac,C,r:daa,=,zi s3' ..; p '. s BCIS Home Log In User Registration Hot Topi Submit Surcharge Stats &Facts ? Publico tic ra fBC Staff BCIS Site Map Links ` Search Produt i i C..?J t. J " `'rsrR: PC nIRpPeOVdO I Prodca 4opre4a "enu > ProaucPcr A -playa ion Baan > A;o _cn t. n ist > Application Detail k FL # FL5177-R16 f 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 Siranton Windows Address/Phone/Email 1 Cochrane Ave Fixed Pernsboro, WV 26415 Compliance Method 614),532-3596 luanr,e.harris@sirmnton.com Authorized Signature Luanne Harris Validated By luanne.harris@sirnonton.com Technical Representative Luanne Harris Address/Phone/ Email 1 Cochrane Ave Pennsboro, WV 26415 2010 614)',532-3596 AAMA,/WDMA/CSA 101/I.S 2/A440 luanne.harris@sirTunton.com Quality Assurance Representative AAMA Address/Phone/Email 1827 Walden Office Square ASTM E 1300 Suite 550 Equivalence of Product Standards Schaumburg, IL 60173 847)',303-5664 Florida Licensed Professional Engineer or Architect webniaster@aarnanet.org Category Windows Subcategory Fixed 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 ASTM E 1300 2004 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL51177 R16 Eouiv SimEx-PVC-Eouivalencv.ocif Product Approval Method Method 1 Option A Design Pressure: +35/-35 Other: 109x74 5177.12 143-06 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: 96x72 (+/-30 PSF), 96x63 (+/-45 PSF), 72x63 (+/-50. PSF) 5177.13 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: 9602 (+/-30 PSF), 96x63 (+/-35 PSF), 74x63 (+/-50'' PSF), 80x48 (+/-55 PSF) 5177.14 143-35 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: 96x72 (+/-40 PSF), 74x63 (+/-50 PSF), 80x48 (+/-50' PSF) 5177.15 143-35 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: 109x72 5177.16 i43-35 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-35 Other: 73x111 Installation Instructions FL5177 R16 II IN0156 42-19 PW Triple 2X odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: ProFinish Builder, 6060 Vantage Pointe Vinyl Fixed Window Certification Agency Certificate FL5177 R16 C CAC 43-06 PW (Fin) 72x63 R PG50 (ext.).Ddf FL5177 Ri6 C CAC 43-06 PW 48x63 R50 (ext.).pdf FL5177 R16 C CAC 43-06 PW 96x63 R45 (ext.).Ddf FL5177 R16 C CAC 43-06 PW 9602 LC30.pdf Quality Assurance Contract Expiration Date 04/02/2016 Installation Instructions FL5177 R16 II IN0294 43-06 PW 2X,Ddf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: ProFinish Contractor/Master, Grand Estates New Construction Vinyl Fixed Window Certification Agency Certificate FL5177 R16 C CAC 43-17 PW (Fin) 96x63 R35.odf FL5177 R16 C CAC 43-17 PW (Fin) 96x72 CW PG30 (ext.),Ddf FL5177 R16 C CAC 43-17 PW 74x63 R50.odf FL5177 R16 C CAC 43-17 PW 80x48 R55.odf Quality Assurance Contract Expiration Date 10/30/2016 Installation Instructions FL5177 R16 II IN0278 43-17 PW 2X.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 6100 Vantage Pointe, Asure, Prism Gold, Grand Estates, Vinyl Fixed Window Certification Agency Certificate FL5177 R16 C CAC 43-35 PW 74x63 LC50,pd FL5177 R76 C CAC 43-35 PW 80x48 I_C50.odf FL5177 R16 C CAC 43-35 PW 96x72 LC40.0f Quality Assurance Contract Expiration Date 09/10/2016 Installation Instructions FL5177 R16 II IN0094 43-35 PW 2X.pdf Verified By: American Architectural Manufacturers Association Created by Independent Thin) Party: Evaluation Reports Created by Independent Third Party: 6100 Vantage Pointe, Asure, Prism Gold, Grand Estates Vinyl Fixed Window Triple Certification Agency Certificate FL5177 R16 C CAC 43-35 PW Triple 10902 R50 odf Quality Assurance Contract Expiration Date 01/25/2016 Installation Instructions FL5177 R16 II IN0356 43-35 PW Triple 2X.Ddf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 6100 Vantage Pointe, Asure, Prism Gold, Grand Estates Vinyl Fixed Window Twin with Transom Certification Agency Certificate FL5177 R16 C CAC 43-35 PW Twin w -Tran 73x111 R35odf Quality Assurance Contract Expiration Date 01/25/2016 Installation Instructions FL5177 R16 II IN0355 43-35 PW Twin _w -Transom 2X.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5177.17 f 43-40 Reflections 5050/5300, Prism Bronze/Ultra Gold, Impressions 9400, THD Vantage Pointe 6100, Grand Estates, Grand Estates Plus Vinyl I Fixed Window Limits of Use Approved for use in HVHZ: No Approved for use outside HVH2: Yes Impact Resistant: No Design Pressure: N/A Other: 96x72 (+/-40 PSF), 7463 (+/-50 PSF), 80x48 (+/-50 PSF) Certification Agency Certificate FL5177 R16 C CAC 43-40 PW 74x63 LCSO.odf FL5177 R16 C CAC 43-40 PW 80x48 LC50.pdf FL5177 R16 C CAC 43-40 PW 96x72 LC40.Ddf Quality Assurance Contract Expiration Date 10/05/2016 Installation Instructions FL5177 R.16 H IN0094 43-40 PW 2X.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: i=ac i, ED Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida. :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not Want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall, If you have any questions, please contact 650.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one, The emacs provided may be used for official communication vtith the licensee, iFlowever email addresses are public record. if you do not vhsh to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click herr. Product Approval Accepts: f": 5il zerr,.k 01 MODEL DESIGNATION: Simonton Series 43-35 Vinyl Fixed Window MAXIMUM OVERALL NOMINAL SIZE: See Size Chart DESIGN PRESSURE RATING: See Size Chart USABLE CONFIGURATIONS: 0 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 ij—I DP RATING 96" 72' t40 PSF 74" Q 80" p 1 1 Q W* MAX. OVERALL FRAME VADTH SIZE CHART OVERALL SIZE ij—I DP RATING 96" 72' t40 PSF 74" 63" 80" 50 PSF 48" NO P.E. SEAL REQUIRED INSTALLATION SUPPORTED BY AAMA TEST REPORTS SILICONE2X BUCK CAULK ' SILICONE CAULK 1/4" MAX. SHIM 71 HEAD 1 4X SCALE REVISIONS: DATE: 4 UPDATED NOTES AND GENERAL TIESCRIPTON. I i.D.D. 03/31/11 5 ADDED GLAZING DETAILS. I T.D.D. 06/08/11 MIN. EDGE SILICONE CAULK 1/4' MAX. SHIM 1/4" MAX. SHIM 2X RUCK 8 X 2 1/2' MIN, 4400p SILICONE CAULK _ SCREW WITH 1.50' MIN, 1--. EMBEDMENT INTO WOOD SILICONE — = MIN. EDGE DIST., SEE NOTES CAULK -- 2X BUCK SILICONE CAULK D 4X 4X SCALE T\ JAMB 47 SCALE NOTES, 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 Minimum Design Loads for Buildings and Other Structures do not exceed the design pressure ratings herein, for use outside the H.V.H.Z. j 2. All exterior perimeter surfaces of the window must be caulked. Interior caulking is optional unless noted otherwise. 3. Anchors shall be as specified end 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. 5. Shims are optional. Max. shim stock 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 protection. 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 least 3/4" from the edge of the wood. 10. Glazing shall comply with ASTM E 1300-04. Ojj(,'LQSDRE STATEMENT This document Is ry property of Simonton 'M b)e.t whichInsallproprietaryandotherrightsleit. wheect melted. his document Is provided to the Tecl, rep on the in -pressedet,n that It K not to be. with the reproduced in whole rart, nor used in conjunction With the design, manufacture or goods for anyone other than Simonton Window'swithoutnepatrItsconsort. This restriction does not limit the sWtulaiN'M thisdocnxtwhhispopslyabt.id from ono Dimensional Tolerances STMONTON Ualesa 0ther_S.-Mcd I r_achra„•.avrnuc Prnnshrnro, %"V 16415 Decimals Angles SCALE: IEET: X S .03 Fl_T_ t of 7 XX f .01 0' 30 min. SERIES: XXX f ,005 43-35 PICTURE I INSTALLATION f ry 1 RG Jam' hxS 3% ' 4,., i j a / Address/Phone/Email 1827 Walden Office Square AAMA 450 Suite 550 AAMAfWDMA/CSA 101/I.5.2 A440 Schaumburg, IL 60173 SCIS Home Lcg In User Registration Hot Topics ' Submit Surcharge I Stats & Facts : Publications FSC Staff BCIS Site Map Links -, Search I Buj(i y( 3 2Bus webmaster@aama net.org Iess,a 9 ProductApproval Windows USER: rossbIItSEPubliccUs Double Hung ri 11a yl. Pry? ct b rolaI l• C'II > *r , uct cr q. n `^_r Search > AjrrijLwdtn 7, t.if, t > Application Detail FL '# FL5167- R19 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 Commission if necessary. Comments Archived Product Manufacturer Simonton Windows Address/Phone/Email 1 Cochrane Ave Pennsboro, WV 26415 614) 532-3596 lua nne.harris@simonton.com Authorized Signature Luanne Harris luanne.harrisOPsimonton.com Technical Representative Luanne Harris Address/Phone/Email 3948 Townsfair Way Suite 200 Columbus, OH 43219 614) 532-3596 luar.ne.harns@sj innton.com Quality Assurance Representative AAMA Address/Phone/Email 1827 Walden Office Square AAMA 450 Suite 550 AAMAfWDMA/CSA 101/I.5.2 A440 Schaumburg, IL 60173 AAMA/WDMA/CSA 101/I.S.2 A440 847) 303-5664 webmaster@aama net.org Category Windows Subcategory Double Hung Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By American Architectural Manufacturers Association Referenced Standard and Year (of Standard) Standard Year AAMA 450 2006 AAMA 450 2010 AAMAfWDMA/CSA 101/I.5.2 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 Eauiv SimEx-PVC-Eauivalencv odf Product Approval Method Method 1 Option A Design Pressure: N/A Other: 96x80 (+/-25 PSF), 139x63 (+/-30 PSF), 73x63 (+/-35 PSF) & 72x74 (+/-45 PSF) 11 / .43-35 (Two -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: 44x63 (+/-25 PSF), 46x84 (+/-25 PSF), 3602 (+/-30 PSF), 48x80 (+/-35 PSF), 52x71 (+/-35 PSF) 5167.12 43-35 (Two -Step Sill) and 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: +35/-35 Other: 73x111 5167.13 { 43-40 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 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: 5201 (+/-35 PSF), 36x63 (+/-4S PSF), 44x63 (+/-45 PSF), 32x62 (+/-50 PSF), 36x74 (+/-50 PSF) L5167 R19 C CAC 43- 17DH Twin 96x80 R PG25`odf Quality Assurance Contract Expiration Date 10/30/2016 Installation Instructions FL5167 R19 TI IND099 43-17 DH Twin 2X. Ddf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 6100 Vantage Pointe, Asure, Prism Gold, Grand Estates Vinyl Double Hung Certification Agency Certificate FL5167 R19 C CAC 43-35 DH 36x72 R30 od FL5167 R19 C CAC 43-35 DH 44x63 R25 odf FI 51(;7 R14 C CAC 43-35 DH 46x84 R25.odf FL5167 R19 C CAC 43-35 DH 48x80 R35.odf FL5167 R19 C CAC 43-35 DH 52x71 R3S.Ddf Quality Assurance Contract Expiration Date 01/24/2016 Installation Instructions FL5167 R19 II INOI05 43-35 DH 2X.odf FL5167 R19 II IN0568 SS 43-35 DH 1x pd Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5167 R19 AF PER3818 43-35DH.Ddf Created by Independent Third Party: Yes 6100 Vantage Pointe, Asure, Prism Gold, Grand Estates Vinyl Double Hung Twin with Transom Certification Agency Certificate F' 5167 R19 C CA SiM 43 35 DH AAMA 450 73x111 R35.pd FI 5167 R19 G CAC SIM 43-50 DH AAMA 450 73xlii R35.odf Quality Assurance Contract Expiration Date 01/24/2016 Installation Instructions FL5167 R19 II TNO535 43-35 43-50 DH Twin with Transom 2X.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Reflections 5050, Reflections 5300, Prism Bronze, Prism Ultra Gold Amcraft Grand Estates, Amcraft Grand Estates Plus, THD 6100 Vantage Pointe Vir.-yl Double Hung Certification Agency Certificate FL5167 R12 C CAC 43-40 DH 32x62 R50.2df 1`1_5167..R19 C CAC 43-40 DH 36x63 R45.odf ELS167 R19 C CAC 43-40 DH 3602 R.30 odf FL5167 Rig C CAC 43-40 DH 36x74 R50.odf FL5167 B19 C CAC 43-40 DH 4463 R PG45 Ddf FL5167 R19'C CAC_43-40DH 48x80 R35.adf FL5167 R19 C CAC 43-40 DH 52x71 R35.odf FL5167 R19 C CAC 43-45 waiver to 43-40.odf Quality Assurance Contract Expiration Date 09/12/2016 Installation Instructions FL5167 R19 IT IN0432b 43-40 43-45 DH 2X pdf F 5167 R19 II IN0434 SS 4"3-40 43-45 DH JX Dd` Verified By: American Architectural Manufacturers Association Created by Independent Third Party:. Evaluation Reports FL5167 R19 A= PER3819 43-40 43-35 DH odf Created by Independent Third Party: Yes 6100 Vantage Pointe, Asure, Prism Gold, Grand Estates Vinyl Double Hung Certification Agency Certificate FL5167 R19 C CAC 43-50 DH 32x62 R50.od` FL5 I E7 RI C CA 3-50 DH 36x63 R45 Ddf FLSi67 R14 C CAC 43-50 DH 36x74 R50.Ddf Fi St 67R19 C CAC 43-50 DH 44x63 R45. odf FL5167 R19 C CAC 43-50 DH 5201 R35:odf Quality Assurance Contract Expiration Date 01/25/2016 Installation Instructions FL5167 R19 II IN0432 43-50 DH 2X Ddf FL5167 R1.9 II IN0569 SS 43-50 DH 1X Ddf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5167 R19 AE PER3820 43-50 DH.odf Created by Independent Third Party: Yes MODEL DESIGNATION. Simonton Double Hung Series 43--35 Vinyl Window MAXIMUM OVERALI NOMINAL SIZE_ See Size Chart CONCRETE/MASONRY BY OTHERS) - V >SN PRESSURE. RATING: See Size Chart SILICONE CA044_K t SABLE CONFIGURATIONS: Y. ( EXT. PERIMETER) X JERALDESCRIPTION: The head, sill, and side jambs are extruded PVC. bile wull thickness through which the anchor screw penetrates is a minimum of 0.142 l 1R" MAX_ IN' F. Digitally signed by Hermes F. Norero, P.E. Reason: i am approving this document Date: 2015.06,2407;55:01 -04'00' I— SIZE CHART O.0 TYP. ! I«4- 6" . C SIZE Uo HEIGHT DP RATING SHSCALE. EET xa 44_ 63" i25 PSF 30 PSF T I tv a J........... 84" 72 io I 52-. 71 t- T I X qL"W" MAX. OVERALL FRAME WIDTH IN' F. Digitally signed by Hermes F. Norero, P.E. Reason: i am approving this document Date: 2015.06,2407;55:01 -04'00' I— SIZE CHART S IM ON Tn W OVERALL SIZE WIDTH HEIGHT DP RATING SHSCALE. EET 03 44_ 63" i25 PSF 30 PSF 46" 36" 84" 72 48" 80" t35 PSF 52-. 71 WITH 1.25" MIN. EMB: r- INTO CONCRETE (SEE NOTE 10 FOR WOOD) MIN. EDGE 171ST., SEE NOTE 2 1X WOOD BUCK BY OTHERS) SILICONE CAULK INI: PERIMETER) J 1/4" MAX. SHIM y AT ANCHORS RENSIINiS: ADDED MIN. EDGE DIST. NOTE. CONCRETE/MASONRY BY OTHERS) HEAD 3/16"0 TAPCON ANCHOR 4X SCALE WITH 1.25' MIN. EMB. INTO CONCRETE (SEE' NOTE 10 FOR WOOD) MM. EDGE DIST., SEE NOTE 2 DATE..: X MOOD BUCK BY OTHERS) SILICONE CAULK r (IN]. PERIMETER) 1/4" MAX. SHIM f AT ANCHORS SILICONE CAULK EXT. PERIMETER)' 4" MAX. SHIM BY OTH. E45) j JAMB PECORA 896 PECORA 896 3 4X SCALE STRUCTURAL GRADE /- S4RUCTURAL GRADE SILICONE CAULK % SILICONE CAULK CONCRETE/MASONRY _ ` y a y^s\_ IX WOOD DUCK DY OTHERS) - ? f (BY OTHERS) j 7 4X SCALE NOTES. 1. Tris installation has bee e-l.:ated far use in locations adhering to the Rand,, B,u lding Code and where design pressure requirements as determined by ASCD 7 Minimum Design 1.odds far Buildings and Other Structures do not exceed the design pressure -mV_ listed herein. for use outsioe lh H V.H.Z. 2. for installation where the sub -buck is less than 1 1/2" (FBC chapter '17 Anchorage. Methods) Topcon type concrete anchors mus`: be .used and the length nn;st be such that a'mnmurn 1 1/4" embedment- of the Topcon into the concrete ar concrete. block is obtained, unless otherwise noted. Anchors should be a minimum of,2 1/2" from the. edge of the concrete, hollow block CMU, or concrete block. terior3. Ali inand exterior perimeter surfaces of the window must be caulked. 4. Adjust Tapcon anchor locations, if necessory, to maintain a minimum of 2.0" clearance from .sorter joints. 5. W,..en the optional head expanders are used, the INSTALLER MUST ADJUST the anchor lengths to maintain the required rninitrmm embedment into the substrate. 6. Anchors shall be specified and e --paced as shown. Anchor clnbedne r to base mmerioi. shall be beyond wall dressing or stucco and into wood or concrete. 7. Wood bucks (byothers) must be engineered and anchored properly to transfer loads to the structure. Bucks shall extend beyond interior face of frame =Such that fu'I supportof the frame is provided. 8. Follow ITW Topcon anchoring instructions. 9. The reepansibiiby for .selection of Simonton Products to meet any applicable local laws, hullding codes, ordfnonces, or other safety requirements rests solely with the architect, building owner, ar contractor. 10. Forwcodbuck substrates, use g10 wood screws with 1 1/2" .run. arablidnt-t into wood, unless otherwise otherwise noted. Screws should be a minimum of 3/4" from sathe ge' of the wood. 11. A. Concrete compressive strength = 3000 PSI at 28 days. B. Concrete Masonry Uri shall conform with strength requirements of AST, C90. C. Wood Minimum Specific Gravity 0.55 12. Shims are optional. Max. shim stac'x is 1/4". 13. When using a 3/16"0 Topcon or X10 wood screw through the window frame, 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. 15: Flashing should be applied using the ASTM E 2112 method appropriate for the opening into which the window is being installed. 16. Glazing shall comply with ASTM E 1300 according to Florida Building Code. p e t esURt sA Eoz r Th d th prop ty f S t W d s, wh ch t I it pop t y and other ght to It -ti ter Y d- n nt is pr . t 1 Iple t on the -p—sed y..7 t that It t to ba ) owl .,rod—d I holy a x^ p t- pfN tun J Lt d sg tor r ' d f M the Lhon 5 Vl the snitntn,e e i deo thispptsrightszutt .riot co.l d this s. --t wh ch is p-aQeNy obt.med frhn mnothet source. Dlmene= el raeronoes S IM ON Tn W Unless Otnerwl^e t .hh,bwu. lit 26445 D 'mots Angles SHSCALE. EET 03 FT X t .O; 0' 30 min. SER'ES` XXX t .005 43-55 DOUG nnE: IX SUCK INS7 M0E.L_ISGPIATION: Simonton 3ouble Hung Series 43- 35 Vinyl Window MAXI Mt1M OVERALL NOMINAL SIZE: See Size Chart DESIGN PRESSURE -RATING;_, See Size Chart NO P.E. SEAL REQUIRED INSTALLATION SUPPORTED BY AAMA TEST REPORTS REwytx:s: UPDA-ED SIZE PER TEST REPORT #89924,01. DATE: 1 3 (ADDED MIN. EDGE DISTANCE NOTE ( GJM 1 6/16/15 i)SABLE CONFIGURATIONS X — X SILICONE ^'-'-yam 2X BUCK CAULK -.. GENERAL DESCRIPTION: The head, sill, and side Jambs are extruded PVC. The wall thickness — through which the ancno- screw penetrates is a minimum of 0.070'. , ILICOhE CAULK J - 1/4" MAX SHY. r? ].__HEAD---- J1J 4X SCALE m, % _ 1/4" MAX. SHIM s_t) SILICONE CAULK SILICONE CAULK 2X BUCK -- l-,\ SILL 4X SCALE 2X BUCK y8 X 2 1/2" M'.N. WOOD SCREW WITH 1.50" MIN. EMBEDMENT INTO 'HOOD MiN. EDGE DIST., SEE NOTES. SILICONE CAUL. JAMB 3 4X SCALE X. SHIM NOTES: 1. This installation has been evaluated for use in locations adhering to the Texas & Florida Building Codes and where press -ore requirements as determined by ASCE 7 Minimum Design Loads far Buildings and Other Structures do not exceed the design pressure ratings .herein, far .use outside the H.V.H."Z. 2. Alt 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 rnatcrid' shod be beyond wall dressing or stucco and into wood. 4. The responsibility for selection of Simonton products to meet any cppliroble local laws, 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 beengineered arid anchored properly to transfer loods 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. B. Flashing should be applied using the ASTM E 2112 methodology appropriate for the open ng into which the. window is being installed. 9. Installation screws mus', be at least 3/4" Torn the edge of the wood. 10. Installation screws may be placed in the interior or exterior track of the bomb. Screws should he flush with the vinyl. i'.. Glazing sholl comply with ASTM" E 1300--04. CLG -JRLE $IAT M NT Thie d.. 1. nt h th.e prop ty of Sim—t w whlci+ otoi,s oil. propiet,,y ord oth Igh to its wbject motter. Thi. d—i-t Is prodded to tl.e r iplent or, the ..pressed nditioa that it is nut to be diaGosed, roproduood i r whole o port, n osed in onneti nj,with the design; man focWre oreposofgoodscferanyoneotherthouSimontonoWindaws r without its aensent. This restriction. does not limit the ecipionta lights to utilize Inforrhotion contorted in this document which is property obtained from another source. D;menslorial SIZE CHART OVERALL SIZE DP RATINGWOTHEIGHT 46" 84" 25 PSF 44" 63" 36" 72" 30 PSF 48" 80" X35 PSF 52- 71i' r? ].__HEAD---- J1J 4X SCALE m, % _ 1/4" MAX. SHIM s_t) SILICONE CAULK SILICONE CAULK 2X BUCK -- l-,\ SILL 4X SCALE 2X BUCK y8 X 2 1/2" M'.N. WOOD SCREW WITH 1.50" MIN. EMBEDMENT INTO 'HOOD MiN. EDGE DIST., SEE NOTES. SILICONE CAUL. JAMB 3 4X SCALE X. SHIM NOTES: 1. This installation has been evaluated for use in locations adhering to the Texas & Florida Building Codes and where press -ore requirements as determined by ASCE 7 Minimum Design Loads far Buildings and Other Structures do not exceed the design pressure ratings .herein, far .use outside the H.V.H."Z. 2. Alt 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 rnatcrid' shod be beyond wall dressing or stucco and into wood. 4. The responsibility for selection of Simonton products to meet any cppliroble local laws, 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 beengineered arid anchored properly to transfer loods 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. B. Flashing should be applied using the ASTM E 2112 methodology appropriate for the open ng into which the. window is being installed. 9. Installation screws mus', be at least 3/4" Torn the edge of the wood. 10. Installation screws may be placed in the interior or exterior track of the bomb. Screws should he flush with the vinyl. i'.. Glazing sholl comply with ASTM" E 1300--04. CLG -JRLE $IAT M NT Thie d.. 1. nt h th.e prop ty of Sim—t w whlci+ otoi,s oil. propiet,,y ord oth Igh to its wbject motter. Thi. d—i-t Is prodded to tl.e r iplent or, the ..pressed nditioa that it is nut to be diaGosed, roproduood i r whole o port, n osed in onneti nj,with the design; man focWre oreposofgoodscferanyoneotherthouSimontonoWindaws r without its aensent. This restriction. does not limit the ecipionta lights to utilize Inforrhotion contorted in this document which is property obtained from another source. D;menslorial TMerances. SlMONTON' I!nless Dther=5,t, ,s"Lis1i. Pcnnslx>rtr. w'\' _(415 Decimols An91es CALE: SHEET: Y t dl 1 SERIES: X .05 XX i u 30 min. Dt xxx i .005 43_:35 DOu5 MODEL DESl6hATlEN_ Simonton Double Hung Series 43--50 Vinyi Window MAXIMUM OVERALL RQMINAL S17E: See Size Chart DESGN PRESSURE RA IING: See Site Chart US,4BQ[F_QtLFIGURATIOPIS'... X X GEN_E.RAL DESCRIFTIGN:_ The head, sill, and side jambs are extruded PVC. The wall thickness through which the anchor screw penetrates is a minimum of 0.142". ir-----"W" MAX. OVERALL. FRAME. W!DTf.I__.___.-__1 Digitally signed by Hermes F. Norero, P Reason: I am approving this document Date: 2015.06.24 07:51:56 -04'00' I WITH 1.25' MIN. EMB. INTO CONCRETE (SEE NOTE 10 FOR WOOD) MIN. EDGE DIST., SEE NOTE 2 CON%RCTEj'M ASONRY SILICONE CAULK (BY OTHERS) EXT. PERIMETER)-\ - -- - 1X WOOD BUCK BY OTHERS) SILICONE CAULK INT. PERIMETER) 1/4" MAX. SHIM AT ANCHORS REVISIONS' A00E. MIN. EDGE DISE. N01E. SIZE CHART OVERALL SIZE BY OTHERS) j- 141DTH IEIGHT DF' RATING W_ W,t WITH 1.25" MIN. EMB. 52 71 35 PSF r" 3_ 63" 45 PSF PSF 44" 63" L__ s .. 32" 1 82" 50 REVISIONS' A00E. MIN. EDGE DISE. N01E. 1/4" MA{. SHIM SILICONE CAULK EXT. PERIMETER) DATE: 1X WOOD BUCK BY OTHERS) SILICONE CAULK INT. PERIMETER) 1/4" MAX, SHIM AT ANCHORS BY OTHERS) PECORA 896 JAMB STRUCTURAL GRADE 1 4X SCALE PECORA H96 s "-SILICONE CAULK STRUCTURAL GRADE _ SILICONE CAULK '- - 3"' _ 1X WOOD BUCK BY OTHERS) CONCRETE/MASONRY BY OTHERS) SILL Z,j 4X SCALE NO IES: I. This Instailotan bas been evaluated for u n locations adhering to the Florida Building Code and where design pressure requirements as determined by ASCE. 7 Minimum Design Loads for Buildings and Other Structures do not exceed the design pressure ratings listed 'herein, for use outside the HJJ,H.Z. 2. Far installed- where the sub -buck is less than 1 1/2" (FBC chapter 17 Anchorage Methods) Tapson type concrete anchors roust be used and the length must be such that a minimum 1 1/4" embedment of the Topcon into the concrete or concrete black is obtained, unless otherwise noted. Anchors should be a minimum of 2 1/2" from the edge of the concrete, hoi'.gw block CMU, or concrete black. 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 joints. 5. When the optional head ezponders are used, the INSTALLER MUST ADJUST the anchor lengths to maintain the required minimum embedment into the substrate. 6. 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. Wand bucks (by others) must be engineered and anchored properly to transfer loads to the structure. Ducks shall extend beyond interior face of frohne such that full support of .the theme is provided. S. Follow ITW Topcon onohohi'q instructions. 9. The responsibiity for selection of Simonton Products to meet any applicable local 'saws, building codes, ordinances, or other safety requirements rests safety with the architect, building owner, or contructor. 10. For wood husk substrates, use #10 woad screws with 1 1/2" min, embedment into wood, unless otherwise noted. Screws should be a minimum of 3/4" from otheedgeofthewad. 11. A. Concrete compressive strength = 3000 PS at 28 days, B. Concrete Masonry Units shall conform with strength requirements of ASTM C90. Q. Wood Minimum Specific Crovity = 0.55 12. Shims are optional. Max. shim stack is 1/4", 13.When using a 3/16"4 Topcon or #10 wood screw through the wlnoow frame, pre -drill the thru hole at specified installation screw locations. 14. When used in areas requiring impact prote.cticn, this product REQUIRES the use of approved impact resistant shutters or other external protection. 15. Flashing should be applied -using the ASTM E 2112 method appropriate for the opening into which the window is being installed. 16. Glazing shall comply with ASTM E 1300 according to the Florida Building Code. DI e OSURE TAT'MENTthisd—ment th v pety t SI t Wind—,r<n 3, retain. It prep 4 Y d th ant l it ti)e t atter 0v'1':>%7& -. ThIl doe,im etp Id d t the P t o tilerip .,ad flit J l A' otY, d t. tit t t 6 dl,dotied, rep—oad in h Ie .. p ", part. 6 7 a N t other h d g f t s FI 1317D re,.V t is 1 Thi th Ll -.xenon eit O ppI - th t its t TIe restrict! f1reit he 39C`Fr'te a 00 X16 p t dgh i .. z r rm t t tl U:ia deerJyy„R• St 4 •, i Cocum_ ni whch Is properly obt ir.d. from another eoerce. Dim hat To ee CONCRETE/MASONRY Un'essnOthz se 5 BY OTHERS) 1 HEAD__.._.._._..... 3/16.0 TAPCON ANCHOR De,irrds 1_ 4X SCALE WITH 1.25" MIN. EMB. X t .03 INTO CONCRETE (SEE AX t .01 0' 30 m,n NOTE 10 FOR WOOD) XXX t .005 MIN. EDGE DIST, SEE NOTE 2 1/4" MA{. SHIM SILICONE CAULK EXT. PERIMETER) DATE: 1X WOOD BUCK BY OTHERS) SILICONE CAULK INT. PERIMETER) 1/4" MAX, SHIM AT ANCHORS BY OTHERS) PECORA 896 JAMB STRUCTURAL GRADE 1 4X SCALE PECORA H96 s "-SILICONE CAULK STRUCTURAL GRADE _ SILICONE CAULK '- - 3"' _ 1X WOOD BUCK BY OTHERS) CONCRETE/MASONRY BY OTHERS) SILL Z,j 4X SCALE NO IES: I. This Instailotan bas been evaluated for u n locations adhering to the Florida Building Code and where design pressure requirements as determined by ASCE. 7 Minimum Design Loads for Buildings and Other Structures do not exceed the design pressure ratings listed 'herein, for use outside the HJJ,H.Z. 2. Far installed- where the sub -buck is less than 1 1/2" (FBC chapter 17 Anchorage Methods) Tapson type concrete anchors roust be used and the length must be such that a minimum 1 1/4" embedment of the Topcon into the concrete or concrete black is obtained, unless otherwise noted. Anchors should be a minimum of 2 1/2" from the edge of the concrete, hoi'.gw block CMU, or concrete black. 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 joints. 5. When the optional head ezponders are used, the INSTALLER MUST ADJUST the anchor lengths to maintain the required minimum embedment into the substrate. 6. 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. Wand bucks (by others) must be engineered and anchored properly to transfer loads to the structure. Ducks shall extend beyond interior face of frohne such that full support of .the theme is provided. S. Follow ITW Topcon onohohi'q instructions. 9. The responsibiity for selection of Simonton Products to meet any applicable local 'saws, building codes, ordinances, or other safety requirements rests safety with the architect, building owner, or contructor. 10. For wood husk substrates, use #10 woad screws with 1 1/2" min, embedment into wood, unless otherwise noted. Screws should be a minimum of 3/4" from otheedgeofthewad. 11. A. Concrete compressive strength = 3000 PS at 28 days, B. Concrete Masonry Units shall conform with strength requirements of ASTM C90. Q. Wood Minimum Specific Crovity = 0.55 12. Shims are optional. Max. shim stack is 1/4", 13.When using a 3/16"4 Topcon or #10 wood screw through the wlnoow frame, pre -drill the thru hole at specified installation screw locations. 14. When used in areas requiring impact prote.cticn, this product REQUIRES the use of approved impact resistant shutters or other external protection. 15. Flashing should be applied -using the ASTM E 2112 method appropriate for the opening into which the window is being installed. 16. Glazing shall comply with ASTM E 1300 according to the Florida Building Code. DI e OSURE TAT'MENTthisd—ment th v pety t SI t Wind—,r<n 3, retain. It prep 4 Y d th ant l it ti)e t atter 0v'1':>%7& -. ThIl doe,im etp Id d t the P t o tilerip .,ad flit J l A' otY, d t. tit t t 6 dl,dotied, rep—oad in h Ie .. p ", part. 6 7 a N t other h d g f t s FI 1317D re,.V t is 1 Thi th Ll -.xenon eit O ppI - th t its t TIe restrict! f1reit he 39C`Fr'te a 00 X16 p t dgh i .. z r rm t t tl U:ia deerJyy„R• St 4 •, i Cocum_ ni whch Is properly obt ir.d. from another eoerce. Dim hat To ee SIMiONTON' Un'essnOthz se 5 C h 3 1 Nnn4tiow, W1 -641 De,irrds Angles SCALE - ET X t .03 FlT, of 1 AX t .01 0' 30 m,n SERIES: XXX t .005 a3 -SG DOVE MC., -DEL DEa1-GNA7IQN_ Simonton Double Hung Series 43-50 vinyl Window MAXIMUM_Oy_RA,,,I NOMINAL SIZE. See Size Chart DESIGN_ PRESSURE RATING' See Size Chart USaGLIr_C<)NFIC;i)RAl"IONS: X X GPI ERAL D=S RIPTION The head, sill, and side jambs are extruded PVC. The wall thickness through which the anchor screw penetrates is a minimum of 0.070" NO P.E. SEAL REQUIRED INSTALLATION SUPPORTED BY AAMA TEST REPORTS 2X. BUCK SILICON Ch'JL.K IUCONE CAULK I 1/4MAX. SHIM I HEAD __ 4:X SCALE iUI:. MAX. SHIM SLICONE .CAULK SILICONECAULK 2X BUCK 4X- SCALE REVISIONS: DATE: 4 UPDATED SIZES PER NE'w TESPNO. T.D.D, t 06/02/11 1 y.._.._._.. _...._... 5 ADDED NOTE 11. I.D.G. i 01 /10/12 1 7 1 ADDED WN. EDGE DIST. NOTE. I D.J.S. i 06/17/15 1 SIZE CHART OVERALL SIZE: WIDTH HEIGHT UP kATING W.. H.. 52 71" t35 QSF 36" C3 SILICONE CAULK 45 PSF 44" 63" 32" 62° i5U PSF L- 36" 74" 1 NO P.E. SEAL REQUIRED INSTALLATION SUPPORTED BY AAMA TEST REPORTS 2X. BUCK SILICON Ch'JL.K IUCONE CAULK I 1/4MAX. SHIM I HEAD __ 4:X SCALE iUI:. MAX. SHIM SLICONE .CAULK SILICONECAULK 2X BUCK 4X- SCALE REVISIONS: DATE: 4 UPDATED SIZES PER NE'w TESPNO. T.D.D, t 06/02/11 1 y.._.._._.. _...._... 5 ADDED NOTE 11. I.D.G. i 01 /10/12 1 7 1 ADDED WN. EDGE DIST. NOTE. I D.J.S. i 06/17/15 1 1D_ JAMB dX SCALE NOTES; 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 Minimum Design Leads for Buildings and Other Structures do not exceed the desigr pressure rulings herein, fur use outside the H.V H.Z. 2. Ali 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 moterlal 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, ar 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 transfer loads to the structure. 7. Screws should be a minimum of 3/4" from the edge of the wood. 6. When used in areas requiring impact protection., this product REQUIRES the use of approved Impact resistant shutters or other external protection. q. 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 1300-04. s sp,,rtyThisdocumentistheproperty oflights t.an Winnows, whichretainsallMitspOnaotherrecipienteitsstheelmatter. This aocumtnit .s p,at istl a the red, .p the expressed part,on use it is not is i e with Ued, raproducan is holo apart, n "sed L- far - tion with iha design, mai (acture orepairglandscti, n nnyais other than Smonton windows Iwithoutits-consait. This restri<Gon doss net limb the reoipieCPs rights to utilize in FarmatrDn crontained in this d—mant which is property obtained from another source. Dimen37una1 Foleran Ces 42e.4tr_Seesi Decirno.'s Angles Xf 03 XX t .01 0' 30 min. XXX t .005 SIMON TON' I [;DC[Il'i111a Avena4 P-lh,hara, wv2641, 43-40 SILICONE CAULK 2X BUCK 1/4" MAX. SKMI p8 X 2 1/2" MIN. WOOD SCP.EW WITH 1.50" MIN. L EMBEDMENT INTO WOOD MIN. EDGE DIST., SEE NOTES r ;, SILICONE CAULK I.: S 1 1D_ JAMB dX SCALE NOTES; 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 Minimum Design Leads for Buildings and Other Structures do not exceed the desigr pressure rulings herein, fur use outside the H.V H.Z. 2. Ali 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 moterlal 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, ar 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 transfer loads to the structure. 7. Screws should be a minimum of 3/4" from the edge of the wood. 6. When used in areas requiring impact protection., this product REQUIRES the use of approved Impact resistant shutters or other external protection. q. 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 1300-04. s sp,,rtyThisdocumentistheproperty of lights t.an Winnows, whichretainsallMitspOnaotherrecipienteitsstheelmatter. This aocumtnit .s p,at istl a the red, .p the expressed part,on use it is not is i e with Ued, raproducan is holo apart, n "sed L- far - tion with iha design, mai (acture orepairglandscti, n nnyais other than Smonton windows Iwithoutits-consait. This restri<Gon doss net limb the reoipieCPs rights to utilize in FarmatrDn crontained in this d—mant which is property obtained from another source. Dimen37una1 Foleran Ces 42e.4tr_Seesi Decirno.'s Angles Xf 03 XX t .01 0' 30 min. XXX t .005 SIMON TON' I [;DC[Il'i111a Avena4 P-lh,hara, wv2641, 43-40 Comments Archived Product Manufacturer Simonton Windows Address/Phone/Email 1 Cochrane Ave Pennsboro, WV 25415 614) 532-3596 luanne.harris@sirronton.com Authorized Signature Luanne Harris luanne.harris@simonton.com Technical Representative Tina Jenkins Address/Phone/Email 1 Cochrane Drive Pennsboro, WV 26415 304) 420-9352 Tina Jenkins @simonton. com Quality Assurance Representative AAMA Address/Phone/Email 1827 Walden Office Square Suite 550 Schaumburg, IL 60173 847) 303-5664 webmaster@aamanet.org Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lucas A. Turner Evaluation Report Florida License PE -58201 Quality Assurance Entity Architectural Testing, Inc. Quality Assurance Contract Expiration Date 12/31/2018 Validated By Scott Wolters, PE Validation Checklist - Hardcopy Received Certificate of Independence FL14787 R2 COI Eva lReport-RM0015815 pdf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1710.5.3 Product Approval Method Method 2 option B lo x...'..,.rsv. BC/5 Nome Loc In ; User Registratlon Hot Topics ': SubmlT Surcharge Stats Facts Publica Tions, FEC StaffBCIs Site Map' Links _ Search !, Business,, C j 1 Product Approval j o J J 1 USER: Pubic User i Fro+tied Auor.wl Ma.— > -.duct or Anoli:atioo SS -Ch > Ao icafion Llst > Application Detail FL # FL14787-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Simonton Windows Address/Phone/Email 1 Cochrane Ave Pennsboro, WV 25415 614) 532-3596 luanne.harris@sirronton.com Authorized Signature Luanne Harris luanne.harris@simonton.com Technical Representative Tina Jenkins Address/Phone/Email 1 Cochrane Drive Pennsboro, WV 26415 304) 420-9352 Tina Jenkins @simonton. com Quality Assurance Representative AAMA Address/Phone/Email 1827 Walden Office Square Suite 550 Schaumburg, IL 60173 847) 303-5664 webmaster@aamanet.org Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lucas A. Turner Evaluation Report Florida License PE -58201 Quality Assurance Entity Architectural Testing, Inc. Quality Assurance Contract Expiration Date 12/31/2018 Validated By Scott Wolters, PE Validation Checklist - Hardcopy Received Certificate of Independence FL14787 R2 COI Eva lReport-RM0015815 pdf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1710.5.3 Product Approval Method Method 2 option B Date Submitted 04/27/2015 Date Validated 05/01/2015 Date Pending FBC Approval 05/10/2015 Date Approved 06/23/2015 FL # i Model, Number or Name j Description 14787.1 Reinforced Stand Alone Mullions Non- Extruded Vinyl Mullions with Aluminum Reinforcement 3Impact Limits of Use Installation Instructions Approved for use in HVHZ: No FL14787 R2 II RMOD15Br6.odf Approved for use outside HVHZ: Yes Verified By: Lucas A.Tumer PE #58201 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Design pressure ratings vary by unit and mullion size. See 1 FL1A787 R2 FE—Fv_aiReport-RM00158r6 odf installation drawings for applicable design pressure rating. Created by Independent Third Party: Yes Contact Us :0 Io40 North Monroe SheerTallahassee Ft 32359 Phone, 85D-497-7.824 The State of Florida is. an AA/EEO employer. Copyright 7007-2013 State of Florida :: Privacy Statement :: Ar_cessibility, Statement :: Refund Statement Under Florida law, email addresses are public records, if you do not want your e-mail address released in response to a public -records request, do not send electronic mad to this entity. instead, contact the office by phone or by tradi[lonal mail. J you have any questions, please contact 850.487.1395. ~Pursuant to Se Cion 455.275(1), Florida Statutes, effective October 1, 2012,.licensees licensed under Chapter 455, F.S.. must provide the Department with an emailaddress if they have one. The emails provided may be used for official communication with the licensee. However email addresses. are public record. If you do not wish tosupplyapersonaladdress, please provide the Department with an email address ahich can he made available to the public. To determine if you are a. licensee, under Chapter 455, F.S._, please click here . product Approval. Accepts: W 9tecAi X'l4: Ct45',*i'r'I itC s 0 71 REIN FORCEVI EN -1 416991 FINFORCEMENT #16990 8LUIVI|NU\/I 6063-T6 DUI Ii VINYL FIN & i FRAM V1 N YL P R 0 F I N:'- -1 1 A RG t-,- V N Y L RCFINISII MEDILM VINYL RETROPT Mr-__ EXTKUDED V1NYL O O79^ |N EXTHUDED NNYL O O71^ N EXTRUDED Y|NYL O 07O M|N. RE v Codcl, Added Sheet 7. DUI Ii VINYL FIN & i FRAM V1 N YL P R 0 F I N:'- -1 1 A RG t-,- V N Y L RCFINISII MEDILM VINYL RETROPT Mr-__ EXTKUDED V1NYL O O79^ |N EXTHUDED NNYL O O71^ N EXTRUDED Y|NYL O 07O M|N. SIMONTON 1 Cf-RAt4F A - -XT. PESRG. 26411 600 47ba H, (-) TX1PUL),' I N, N—MIAC . VINVI MULLION i %l,`_IH A:JMINUVI RE'Ni-CRCEMENT A LNON IMPACT WINDGW SERIES TAPLF A, — MAXIMU[l DES:,`,N )aEQl,,_-.:LJRFQ, (F ;'1_ 41- CM0146 ullt Waffi A' F. IN clk J FRAMES H-MULUON LARGE, E VINYL VUl LON COVE P _#. PI -57J EXTRUDED VINYL .071" MINI. SEE NOTES SHEETS 6. 7, AND 8 FOR REQUIRED ANCHORAGE mFORMATION LAIR. -GE M,jl REIN` 0 P.C.L.M L N T # C M 01 `F) ALUMINUM 606-4 - _6 jREVV A C N. 589,111 MAXIMUM SINGLE NINA WIDTH WINF)()WI TIPE WINDOW WOT- ITA 0 tILON OR I/B" FoEMLNf-- 6h# XED I ; I i n ON MULLION WIDTH = SUM OF ZONE 2 WINDOW WIDTHS A' F. IN clk J FRAMES H-MULUON LARGE, E VINYL VUl LON COVE P _#. PI -57J EXTRUDED VINYL .071" MINI. SEE NOTES SHEETS 6. 7, AND 8 FOR REQUIRED ANCHORAGE mFORMATION LAIR. -GE M,jl REIN` 0 P.C.L.M L N T # C M 01 `F) ALUMINUM 606-4 - _6 C. X_NRwvE . K.VFi lui©bio. `Nv 2eb,i N. Fell -ale. -7;'a9 I I EXTRUDED WA -IMPAC IViN',.L MULLIONS 1 WITH A.LUN NUb4 f?EINFOFa:EI•A=NT f ALL. NCIH-IMPAC'! WINDi;'v I i J ,- E.'ROFINIS!-I i l MULL -ION I_ARGIE 'VIiUYI_ MULLION COVER WV'PI—60 EXTRI,.JDE,D VINYL .079" MIN MAXIMUM SINGLE JVJN[ JJJ WIDTH vJ.NCOW TYPL J 4[__Z W DIH SINGHORIZONTALJ- LE. it N a I HCiN( t b ZONTHL SLIDER _ CSEMLNT __ IL 3 FIXED ULLIO N TR18J ARY WDTH = SUM OF LUNE 7 WINDOW WIDTHS SEE NCTES SHEETS 6, 7, AND 8 SCR RE.OUIR•ED ANCHORAGE INEORMAll iN. T%\ _Lr__3 _._..._MAXi^v11)M DESIGN PRE; Si_RE5(PSF)- UILLIOIN #16991 I R`..TRO ITI_1—MULL 10N l A.r ,'E VINYL hr';ULLION C'(`/EP #VP1 X554 EXIR' QED VINY:.._ C)_71" `d,IN. LARGE MULL 'RHNFORCEMEN1 d16991 t4''t ILIUM 6063—T6 I No 58201 LARGE MULL 'RHNFORCEMEN1 d16991 t4''t ILIUM 6063—T6 E IN No 58201Lz, 1t S T A 1 1 L? F t w ACD , E RIE S_-RLTRO i T- M1 IION O. A ,, 0 R t' L_A R r. VIN yIULLION COVER #Vii; 554 iBc t *tt Z'G P+i#;+ vx tt.,.- Ya„ jjStMONTON Tw EXTRUDED VINYL .(,,71" LAIN. j EXTRUDED NON -IMPACT MNYL V ULLIONS filTH ALUMINUM RE:NFORCEM. - NI ALL NON IMPACT WINDOW SLRILS 144" MAX (2) UNOT Wl — I-- SFECiART. FOR INCLE SEE CHARD OR S'Nr_E L; NO WAX, VY.DT1 U'll MX VDTr Uanell Z,sFE_Jl MAXIMUM SING.E WINDOW VVIDTH I bile ) I I INGLE HUNG pOb3L'- H0Rz70N7ALSLIDE: -,lj CASEMENT I FIXED I MULLIDN,TRIBUTARY WIDTH - SUV GF 2 t MET2WINDOWWD:HS TABILL C — ik,4AXIMUM, DIS:!Gty PRSSURES (PC.,F) P,,lULLION ,'116990 Li D! M F 0 R C- E M E N T _)90MEDIUMMlJlI !ON VINY! (_,0VFR' #V3,16A M'_ , J V. M' j I RE ALL.. NEW 0NS'IRU C'_-dQN ALUM INUM 6063- T6 VIN"L '071" M1\1 SEE NOTES SHEE-S 6, 7I. AND 2 FOR REQUIRED ANCHORAGE INFORMATION. IndMdual Unit Width 24 28 2 36 40 44 48 52 -;6 60 64 69 72 40 4 4 CL 4s r Stkrrw 56 60 r 64 su 1 11 Z " 40_ 35: 35 35 30 30 31J 30 30 csz 3- 4V 35 1, 3 30 30 _25 25 -15 25 M 25 25 15 25 25 -j _5 -1 20 3 20 20 20 L 1 -6 1 '3' It) 25 20 1 20 15 15 Li D! M F 0 R C- E M E N T _)90MEDIUMMlJlI !ON VINY! (_,0VFR' #V3,16A M'_ , J V. M' j I RE ALL.. NEW 0NS'IRU C'_-dQN ALUM INUM 6063- T6 VIN"L '071" M1\1 SEE NOTES SHEE-S 6, 7I. AND 2 FOR REQUIRED ANCHORAGE INFORMATION. E_FR )DED NO\--lYPACT VlljlL NIULikiNSX _FRU IN TH AL: UWNUV RUN- ()RU W -N 1 AU NON -IMPACT VVIND31A, CPI 144* .X UN -1- lllf.D_lH__ ____ - CI -:ART FOR SMIE ----SEE ,.HARTLOq S.NG E MY MX, UK T MA x .Mol zuo Ell Zai a` -1, RlAXJML,',A SINGLL 1 HORIZONTAL.SUDER_ 72" FIXED 9f" .......... MILJU ON TRIBUTARY WIDTy -- SUM OF LONE. 2 WNDOW VD -HS I ABI D -- M AX IM U V E SI G, PRESS UF,'.Es (PF) 06 2 ION VINYL COVER #VPl--47)6 OR_. ANY REIROi ITIOOKED M/',l,,AF 7 zEX `LIDEB VINYL 011C,M: N WEDIUk/l H—MUI, LION VINYL COVER #VPI- 4J56 OR NY R E _fROFil HOOKED FPAk/'L EXTRUDED) VINYL_ MIN. SEE NOTES , IF RE (,URF[) ANCHORAGE NFORMATION. SE SHEETS 6, 7, ,Nn ,, Individual Una Width ALUIMINUM MULLION /-' EXTRUDED VINIL REIN FORGE MULLION COVER EXTRUDED N0\1-LlPACl VINYL MILLIONS WITH ALU Mr4j^vl RFiXFORGEMENT AILL. NON -IMPAC -f WINDOW SEPICS r'.. BASE PLATE -' DETAIL A 5L A1 -E 1 : I R N = 0 R Q- M F_N T B,"1 S, E P -- A i D' CA L760" - --v I IN. sl A I N L F SS S E E L NSI 302304 WE 1,2, 0114 KILB 0) L-BRACKET D.076" MIN. S I AIMLL ) S I E1... A 1 - ANS: .5'.)2 / / 301 BRACKET SEE M/,lJUFA C7U `--,ER'S Ir' TA_ LATION INSTRUCTION', FOR ATTACHING REINFORCED MULLIONS f0 VvIND Cw UNITS, TfPCALI Y. SEL[ - JAPPIM' S0L W CF -UFFICFJ T LENGTH TO FULLY ENGAGE THREADS THROUGH THE ALUMINUM REIN, , A'I' LH : ANCI OR S0 - I ICA; AND SPACING NDK,,ATF.,) IN THE AP P BL - WINDOW PRODUiCT APPROVAL : UP A,ACHMEN-t FO WOOD SUIRS-13ATE, 6 A 4E PLA. SEE MIANUFACJUREP'S ATFACHMENT INSTRUCTIONS FOR Al LACILING RUNFORCED Vil.j..IGNS TO 1,Vr,4[.'0'1f UNITS NOTES: , 1 JvCO.D FRAME: USE '4) #10 X 1 3/'C' WOOD SCREWS Al TH[ HEAD AND SILL THROUGH BASE PIXIE;, N . SEE FOR PETIAIJ S. VVIIH 1 1/2" MINIMUM EMBEDMENT INTO WOOD FOR M-U[IION Ar*IACHwL T SHEET 2. V.ASC)liRY/0'--,NCRE IE: USE (2) ITN TAPOON OR ELCO UL;RACON ANCHORS AT HEAD skl AND DILL Ti,7,OIJC;H BASE PLATES SEE ELT 8 FOR DETAILS 1 T,kC (2) RIVETS OR BARREL NUTSARE REQUIRED TO ATTACH iO AlLum:Num VJ-L: 'E-71). IS MULLION. SEE TABLE 1 THIS SH- No -582,11 13 STAI E OF 4U R 00 1 k eta N A % L -BR ACK' , T ATTACHED TO VINYL MULLION COVER AND MULLION REiNFORCFMEN, UISINC (2" RIVETS CR aA''rtDEIL NU TS 305 LB !,,AAX. 91EAR) FIIEACI'S ;--.ACI-i ..-RRACKF-: TO TABIF I) PAK-VAK SPACER I" X X [HICK MAX (4 REQ, (2 AT Al 13 1) f I )m L- PRACXE. r ASSEM -LIJD 1MQLL10 A--ACHWNT VIEUV TABLE 1 - MIJILLIDNI ATTACHING HARDWARE RTIET 2 6. EL RIVE_..WllHi A LEND -H,-- OF C,'-- MAXBARBpIC24OR #10-32 SlAINLES, STEEL B,RF,- NUT. 25" L NUT 250 OD', X LG WITH 125 MIK ENG/\(,EMF NT_____ su+~orrron COOi!2auF. n. VE. r'En'r,5 0RG. .W 'at5 Nr. ,V9 424-2249 EXTRUDED NON -IMPAC? VINYL MLU_I..PJNS WI III ALUMINUM REIN FORCE MEN T Al NON -IMPACT WINDOW' SERIES I I22' MIN, EPv BEDW-NT TNTC WOOD Ii EVBF IN 10 X 1 3/4° WOOD s"REW, 4) EACH, HEAD & SILL. OR BARREL 'JUT TABLE 1 CN SHEET 6). EACH BRACKET' 0.3:5 R=ATED WOOD BU( ENGINEERED BY CTI TRANSFER LOADS T ppt ,u x 3j4" WOOD SCREE:, l4) E. tC!i, E E.ALI & S F.I.- b1J X 1 3/4 WOCD SCREO, 4) EACH, HEAD- &. SILL NOTES: I -tE MULLION PRODUCTS AND TtiFiF; INSTALLATION COMPLY NVITH THE 5TH EDI11ON (2014) FBC STRUC:URA',. REQUIREMENTS AND ARE. '..M:IiE'.) iG USE 0 TSID`. THE HVHZ. 2. THE MULLONS SHALL BE USED IN CONNECTION W -H `rBC APPROVED PRODUCTS 3. ANCHORS SHALL HAVE: i 1// MINIMUM EMBEDMENTMENT INTO WOOD AND 7/8' MINIMUM 4NCOD ECCE DISTANCE. 4. ATTACHMENT OF AL' 2X TREATED WOOD BU--S SHA -L. BE ENGINEERED SEPARATELY BY OIHERS 5. 'WOOD SHALL BE TREATED 2X SPRUCE, PINE, OR FIR. 6. y10 ''WOCD SCREWS SHAH_ BE STEEL CONFORMING TO .ASTM A 65'i. 7. BASE PLATES AND L-3RACKETS ARE STAINLESS STEEL CONFORMING T0 ANSI 302,/304. 4 SIMILAR INSTALLATIONS ARE USED ON HEAD ,AND SILL. 9. WHEN INSTALLED IN LOCATIONS WHERE WINDBORNE UEBRiS PROTECTION IS REQUIRED, JSE OF AN IMPACT PROTECTIVE -YSHM IS RFOUIRFD: SECTION A -A O}l'k%Eiiiorliji" G S Ns No 5582011 •" sff Iff'O t A, fit,. Bq%-OZE-2110 '' X"T;<'UDEU :NO,N--itAPACT `•INYL MULLIONS W TH ALUMINUM REINFORCEMENT ALL NCN__KAPACT WIND01•`J Q WITH 1 BY WOOD 13UiG'K S' --OWN mac---- N1UL:L.E U`vIT HEiIGFI T – 1 WITHOUT 1 BY WCOD BUCK SHOWN CCNC;RETE– MINIVUM COMPRESSIVE STRENGTH OF 2.8C KSI, OP -2Y– IRENGTH (;0IJFORMANCE TO ASTM C -80 k, a SEE NOTE 3 C'.ONC,:MASGNRY ANCHOR, SEE NATE C. MV, 4" 3PA.DNIC BETWEEN ANCHORS RIVET OR BARREL NUT 5=E - AHLE 1 ON SHEET 6), 2) IM -'H B?ACKET H CONCRETE– iA].,IMUM COMPRESSIVE S VASONFY--STRENGTH CONFGf2M ANNE 7. n C-NC./MASONRY ANCHOR NOTE. 3, VIN. 4 SPAC;NG BETWEEN ANCHORS f-RII( 'L CRSS SE='C'NWITI.'.. AS()NRY/C0NlCf'ETE SURSSZRATE. N tS: i THE MULLION PRODUCTS AND THEIR JSTAL'-Ai COMPLY WITH THE 5T.,. EC:fI(.)N ',2014) FECSTRL,IURA'_ 4EGUInE!dLN S AND ARE LIFi.ITELI i0 J E OUTSIDE .HE :'IVHZ 2 (Ilk- MUt:LlONS SHALL BE SED IN CONNECTION WITH F 3r APPROVED PROD TS. AN;HMfS IN GROUT–PILI,) CMU BLOCK (ASTM C-90 COMPI..IAN ) SHALi. B;- 1/ t34' ELCC UTHACDNS 'NITH 1 5 Mid EMBED. TO BLOCK AND 1" Ivv,i ECCE LIST. ANCHJRJ ^J SOLID CONCRETE (2•. 8KSI MIN.) SHA BE 3i16' IW AP.ONS OR 1/4" Ui_ RA'COL S WITH 1 3/4 MIP.!. EMBED. 1) CONCRETE, AND 1 1/8' MN EDGE EAST, 4 AJAC,HMENT O ALL 2X TREATED WOOD BUCXK SHAT- BE. FN;INEERED SEPARATELY 8' GT.i: WOOD SHALL BE TREATED 2X SPRUCE, PINE, OR FIR. 6. BASE PLATES AND L–BRACKETS ARE STAINLESS STEEL COty. RMING TO ANSI 302/304. 7 SIMILAR NSTAL L ,ATIONS ARE L .`' ON HEAD AND Sill. 8. Vv iFi: INSTALLED !:•J LOCATIONS INHERE V'INDBORNE DEBRIS 'PRC'TF Ti OP. IS REOU'RED-C^ 0` At, I'•t?ACT PR(' F..^,TI VE SYSTEM 15 RFC•UIREG. S_L_C._I... Q N_.:_A._::__ A v D STAT -E OF 44tZiJsda 011 OV