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HomeMy WebLinkAbout109 Magnolia Park Tr - BR18-004353 - WINDOW REPLACEMENTx, CITY O ti # OCT 2 5 2018 71 Building & Fire Prevention DivisionSkNF- R - PERMI-T APPLIC---ATION -- TApplication No:: - _.- Documented Construction Value: $ Job Address: /f%y' a.aboI;a- rk %rajZ Historic District: Yes No© Parcel ID: 1 O'zb.. 2D -OnCO - l3a1) Residential Commercial[] Type of Work: New[]Addition Alteration 1 Repair Demo Change of Use[] Move Description of Work: jAji Jowa or SiZQ Plan Review Contact Person: ` p pl,(\C_ t ru o Title: Phone: 4PIU I-'9 2 Fax: Email: a Property Owner Information Name G r 0.i-Phone: Street: p,,r-L Tr Resident of property? City, State Zip: SQ(J V L- Contractor Information Name U/PASLi-),6,(LC Phone: C{0]--q TJ-EGn Street: 1 302-0 d-C- U 01. Fax: City, State Zip: 0(' 1 qyit, PL 3 1 a 6R State License No.: C cJ 92 12 Architect/ Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Address: 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: 6' Edition (2017) Florida Building Code Revised: January 1, 2018 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from othergovernmental-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 d e in compliance with (all applicable laws regulating construct and zoning. 23to Signature of Owner/Agen Date ignat e of'Co}ntrractoo nt Date r_ aI-n SeA,Vaf Print O e Age s Name n j/ Print C tractor/Agent's Nam 1 Date 0901"' 04Notary Public State of Florida Suzanne Baltzley My Commission GG 160896 Expires 1210212021 Florida 0-.0' % Notary Public State of Florida Suzanne Baltzley y A" My Commission GG 160896 OF lve Expires12/02/2021 - Owner/Agent-is- - - " 1lersotialTyffn t Cont Produced ID _ Type of ID C t - O L Produced ID Ty ff Ip oe oe DBELOWISFOR OFFICE USE ONLY to 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: COMMENTS: UTILITIES: ENGINEERING: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: rl • 19 Revised: January 1, 2018 Permit Application q REQUMED rNSPECTION' SEQUENCI&- Bpff- L4 2 i RIF Mo PSM.M. 7 Footer Setback Rernwall Fbund'ation / Form Board..*Survey Sfab-/*M-orio Slab' Prepour Lintel / Tic'.. Beam / Fill Down Cell Sheathing -L, W- alls- 1 Sheathing—, Roof I Roof Dry Th Frame Insulation Rough 1—n Firewall S*Cr'ew Patfern Drywall / Sheetrock Lath Ins pedd-oh Final Solar Final Roof Final Stucco./,Siding Insulation Final Final Utility;13uircTing. Final Door Final- Window Final Screen Room Final Pool Sbreen Enclosure. Mobile Home Building Final Pre -Demo Final Demo. Final' Single jFbniTyResfdence, Final. guilding (Other I ; REVISED, JVne 2014 Addiress: L' Z MN(P!,mr.11 Bun Max I lnspelI aflon D SIE u-MomElectd.ic. Under -ground Footer /' Slab Steel Bond Electric Rough T.U. G. Pre -Power Final Electric Final N=. Ilmspe0ion DescrA21molm I -Plumbing Uh ound Plumbing Sewer Plumbing Tub- Set.' Plumbing Final max. I- HimspecOom Byess'r MechanicalRough Mech-ar' a*cal. FinalMax— Gas Undergound- I Gas Rough Gas. Final n CONS THE GENE a EXPIRAT116k, fit" 31,2020 Always verify licenses online at MyFloridaLicense.com BOARD INDER THE Do not alter this document in any form. ftmlN This is your license. It is unlawful for anyone other than the licensee to use this document. 10A %0Wv6Q%AW1 VbV Iliib i*fVl/il 6.L1r 1 ./Yat+nD'.7Gr +vw +vas+Y• v+aa++was v w e++! + +v++rsaa 2018 1801 CERT GENERAL CONTR $30.00 EXPIRES 9/3012019 1EMPLOYEE TOTAL TAX $30,00 VARGA SCOTT A - OUAiLFiER PREVIOUSLY PAID $30.00 TOTAL DUE $0,00 FASWD LLC 3020 MERCY OR #F ORLANDO FL 32808 3020 MERCY OR OF A - ORLANDO, 32808 1801-1076521 PAID: S30.00 0098-00852550 8120l2018 Tax Collectoir Scott Randolph Local Business Tax Receipt Orange County, Florida This kxai Business Tex Recajot is l'n addifto to and nest ut fluu afwTyo#wbv:rdqwrad by few or muNcipai ordsank, ailsimmm are sub ect is rugulrttia n otzomN, health and o wfavtuiautJtnriias. This mcvtWt is v t=ld trorr OMW 1 ttstrx gh SaPtember, 30 of tempt year.:Oetlnquont pionatty is added October 1. 2010 EXPIRES 9/30/2019 1801-1076621 1801 CERT GENERAL CONTR $30.00 1 EMPLOYEE TOTAL TAX $30.00 PREVIOUSLY PAID S30.00 TOTAL DUE $0.00 3020 MERCY OR 8F A - ORLANDO, 32808 PAID: $30.00 0098-00852550 8/2012018 VARGA SCOTT A - QUAILFIER FASWO LLC 3020 MERCY OR XF ORLANDO FL 32806 This receipt is official when valldffied by the Tax Cdtador. Orange County Code requires this lei Business Tsui Receipt to be displayed conspicamusy at the place atbusilnewinpublicview. it is subject to Inspection by sit duy auftvizad ofters of the County. octaxcol.com 191,O octxxcol41 SCPA--Parcel View: 18-20=31-507-000071390-_ _ Page 1 of 2 non,cfA Propbmt Record=Card =- -- - PAPR a Parceh-=18 20=31=807 0000.1390,, __ - 5twe+o e00.srrv.nArmr. Property Address: 109 MAGNOLIA PARK TRL SANFORD, FL 32773 Parcel Information Parcel 18-20-31-507-0000-1390 Owner(s) ARNELL, GREGORY A PPARNELL, AMY L Property Address 109 MAGNOLIA PARKTRL SANFORD, FL 32773 Mailing 109 MAGNOLIA PARKTRL SANFORD, FL 32773 Subdivision Name MAGNOLIA PARK M Tax District S1-SANFORD j DOR Use Code 1 01-SINGLE FAMILY Exemptions 00-HOMESTEAD(2008) 040 Legal Description LOT 139 ---- MAGNOLIA PARK PB 63 PGS 54 - 59 Taxes 0 Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund Schools 184,475 ; $50,000 i $134,475 184,475 ! $25,000 i $159,475 City Sanford 184,475 i 50,000 i 134,475 SJWM(Saint Johns Water Management) 184,475 50,000 i 134,475 County Bonds 184,475 I 50,000 1 134,475 Sales Description Date Book Page Amount Qualified Vac/Imp WARRANTY DEED 10/1/2006 i 06484 1 1738 i $354,500 t Yes Improved WARRANTY DEED 4/1/2006 06198 ! 0393 $882,000 No Vacant Find Comparable Sales Land Method Frontage Depth Units Units Price Land Value LOT ; . i 1 i $42,000.00 I $42,000 Building Information Description Year Built Fixtures Bed Bath Base Area Total SF Living SF Ext Wall Adj Value Repl Value AppendagesActual/Effective 1 SINGLE 12006 I 13 4 1 3.0 1 1,498 i 4,270 i 3,423 ; CB/STUCCO £ $203,317 ; $212,342 Description Area FAMILY i ( j i FINISH p i I 1 542.00 http://parceldetail.scpafl.org/ParcelDetaillnfo.aspx?PID=l8203150700001390 9/20/2018 3020 Mercy Drive %w 7711AndersonRd. Orlando. FL 3290S „m„v. .r r r.® Tampa. FL 33634 407)7,0-0184 WINDOWS & DOORS isl3)514-9490 www.fasWd.cmn j(''j +\ FL I tc rCGC151V'12 in r ti-•1nor — 1 -- Sic. II "I L r. FAN'-- - — IA Ih ox'rnr{:) of pri.nu dt< abed tx.l,ss, hcrniiafa,, r,f,r d t a> Bu:er't Ilse tt sc auacl anh `Windows d -0 errs,. he,6nAier rckrred tot FA4O D . to liuned, all nu n d listed I'll", for use -at the premises located at: Is d,ere a IIonmownoes asrxianai! 1 es \'n Congratulations on cntr purchaseof the finest hone improvement products in the industry today! Below are the names and contact information of key people invoked with your purchase. We believe that communication is the pathway to success! Please contact the ucoule below at anv time reSardine tour purchase andlor installation. Installation Cuslomer Care You will. be contacted by a mcmher of your Inswilalion I cam to discus the In the c.'ent that you have any questions or concerns regarding the window or door following: installation. please do not hesitat.- to contact your I. Confmu receipt of }•our contract and review speciliiwtions. Production Coordinator, or _ _ lour Production schedule Nlger, ut ____-_----. If you tcel that we did not deliver ,it anyhaJuleatimeIbrthetightnu:uure. tam 3. Identify an approximate installation start or delivery date. olrmr promise.; to yeU, please contact IN al _------- .„.__________.-____ 4. Answer anyconcerns youmay have related u) the project. Special Instructions: Please read the jolloiefngbull ripe and f drial earrespwrding fine. Bill doors are lion -finished. Failure w paint or stain doors in it tin)ely rummer may affect your rights under the manufacturer's warranty. Not Applicable Buyer initials: Verbal undcrstnndings and agreements with representative shut] not be binding. All understandings and agreements must be set forth in writing in this Contract. 1 understand and reco,,4nize all terms and conditions on the front and reverse of this contract and am initialing to indicate fill. complete understanding. Buyer initials: URRICANE PROTICCfION 1 acknowledge that I am the owner of the resilience anti have contracted with FASWD to replace wiminw•shlnors. The home is located in an impact zone and I have existing hurricane protection equipment that complies with local jurisdiction. FASIA'D will not he liable if my existing protection equipment is deemed inadequate by the local government inspector after my windows are Installed. In the event that my hurricane protection equipment fails inspection. 1 understand that FASIYD will supply appropriate materials at n cost to me or S375.00 per opening. I. am initialing to indicate my complete understanding. Not Applicable Buyer initials: NOTE: The w:urnnh• provisions asstated of the reverse have been explained and I/VI'eunderstand them fully. Additional provisions and warranties.;¢)t the reverse side and are part of this contract. l Buverinitials• MI TOrA1. PRICE [,,,all .Laburm nNhteoats i incluJingarty applicable Jiscoum)is suit TOTAL: 1 0 0 Terms: Credit (Subject to the approval efthe Credit Departmcnp Credit Approval Code: ....... .... TAN (DEL IV EBYO R PICK UP ON LS'1: ___... Credit Card (Please lilt out credit card inlbruiation sl e 0 GRAND TOTAL: I H -,O v 7 1 t 1(Fiult Payment piyahle to Installer upon cutipl,aotl) DEPOSIT' REQUIRED: C)•t. If this is a credit tnnsactinn, the agrennrn all is c tnaine in a e `7byn-..., or which is inco'lluma J herein by reverenceand made a pan hereol: IN WITNESS WHEREOF Uuyrr(s) hart, hcrctmrqsignedtheirnanrc(s) Ihis_l rday of Q YH", ?h _/'firl acknowledge rcrcip; OF. sac cops of this C'umnct andunless whrnvise speeif.,J. it is undcrsnwd dta: d,r Raw, isread, fur wnrw• to been'. !' 1'un. thelj.}1, (5). may cancel this transaction at n y rimy prior lu nldai•ght of the third clay rifler thi dale ulIla, Ir;m,actinn. ti_itinatnrc uIT1111I helms' arts al_a receipt that huyer(s) received appropriate csncetlarion horns. See n vrsc side fur d,Udts. , F,%SWD BUYER I Ci APVP. OyEi) I31': SecsxiavugerDm< I UU}'lli () ate G nl}1' 1':k: Ime F N I Buyers) urde»tunds the this do limn does netr rullifure a valid and binding CSnrrict fu ally purpose unless mid until it is signed and accepmd by an au,hu,i,sd repi iu ati,v of I7ASWD. All artioura, due under this aIrecmela shall be pail upon Jic dart• spec,ftrd hcrcin. ifso se, rut. or upon the day ilu, las, of the work orproducts lie lurrWied to lira Buyer Past due amounts :lie sutjeel in n service charge fir 13,E per annum from the due date. Buyer agree to pay FASWD all cols Or enfluc uaent ur colict-iiun; iaclaline reasonable atu,, i y fees, whah,, or not a I. tceuin is nmeneed a t pot of ihr culluw ionpmre+s 'Thin C lualu and the alu-nauu for credit, iftuw. s],all a r,liu6e tha altil agrecnxnCtnaween Ill' part es, witch emim agr'cemeta and sperlicaunnsshall not be altered or modified except by vrialar to re.oletu benvernthe parties hzreto. 1\ THE LVENf THIS CONTRACr IS NOT ACCEPTED BY FASWD. ANY PAYMENT MADE HEREUNDER SIIALL BE REFUNDED TO THE. BUYER(S) AND THE CONTRACT SHALL BE NULL AND VOID AND OF NO EFFECT. FASWD IS NO] RESPONSIBLE FOR EXISTING STRUCTURAL DEFECTS, DRY ROT Olt CODE VIOLATIONS, REPAIRING, PLASTERING. CARPENTRY AND/OR DECORATING ARE'NOr 1:ACLUDLD UNI HSS SPL•CIFICALLY CHARGED FORAND SPL-CIFIED IN WRITING IIFREIN. p, rSc't) fT White. Copy (Office) Cnu:uy Copp (Production) Pink Cupy (Buyer) LIMITED POWER OF ATTORNEY Date: VD-ZI-I-1? r I hereby name and appoint >I C)L f\a to be my lawful attorney -in -fact to act for me and apply for a permit for work to be performed at the location described as: 09 Ad ess of Job) TJ (Ovw4er of Property) And to sign my name and do all things necessary to this appointment. A1;ffZAY ature of Certified Contractor Scott A. Varga (CGC1518212j Printed Name of Contractor and License Number STATE OF FLORIDA COUNTY OF C>0. The foregoing `instrument was acknowledged before me this day of 20by v who is 0 personally known to me or E-1 has produced (type of identification) has iden I ication. Signatur f Notary Pub to e o F a SEAL) Suzanne Baltzley Print/ Type/Stamp Name of Notary Public a llotary Public State of Florida Suzanne Baltzley My Commission GG 160896 Expires 12/02/2021 CO 0 j o b ID Customer fC—t Address DON'T FORGET '.M-an Roof HI,ht 'Corner *Rnn- IDS o ion, ect c (---, Mn IT — I rD I Project Diagram cz-ASalesRepQ,O -C) cl— i curr I ti t7 M 0 0 pp A (n M q Ec=v '0 Z, M K 8:..; I> G , q:U CD 8 2 M>:,i: 0' 10= 0 M Ozmm2Emm8WOM'M M CO M M(OM0,00; > j E) C>5 M-4 r- Oz x 0-, OM (Z' Z> q Ma: C-) zM 0 -n C) OMOMU) M 9 > -n Z 6 x --q , --, - C) Inqn02: M = >MM0M U) M M C: 9i CD z C) Z I JD[] 13 o J C)r 1 0 c) rn rn 5 1 0 F) M C-) x 2 3 iC x 4 2z x :z 5 X 7 6 D X 7 X ISO 15 X 9 f tA is 3 101 j` 11; Z-) 0 1 X (r d 11 1 AA 3 1 121 N4 14 0 x 131 150 1 x 1 I 1I 141 1 x I-/ I.Dt I 15 P ,J x 16 3,G X 17 x 181 f, x 0 1 2 1 3 191 1 F x I I I 20 x 211 x 221 x 231 x 24 1 x 25 1 x Q 3: m Z 10 15O:,MmzZz < M 5 cf) C. T) ZM -4 rr, M >ADDZ 8 0 kt Y 3 r3 s, iswxti ? i 2 hICjki f6ilYTSd4d f Cttdt3g' Product Approval USER: Public User ffi tw.x Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL5167-R27 Application Type Revision 1(J ' 3 Code Version 2017 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Simonton/Ply Gem Windows 3948 Townsfair Way, Suite 200 Suite 200 Columbus, OH 43219 614) 532-3596 luanne.harris@plygem.com Luanne Harris luanne.harris@plygem.com Luanne Harris 3948 Townsfair Way Suite 200 Columbus, OH 43219 614) 532-3596 luanne.harris@simonton.com AAMA 1827 Walden Office Square Suite 550 Schaumburg, IL 60173 847)303-5664 webmaster@aamanet.org Windows Double Hung Certification Mark or Listing American Architectural Manufacturers Association American Architectural Manufacturers Association Standard AAMA 450 AAMA/WDMA/CSA 101/I.S.2 A440 AAMA/WDMA/CSA 101/I.S.2 A440 Year 2010 2005 2008 Equivalence of Product Standards Certified By Other: 73x111 Quality Assurance Contract Expiration Date 01/24/2021 Installation Instructions FL5167 R27 II IN0535 43-35043-50 DH Twin with Transom 2 X, p -- Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5167.13 43-40 and 43-45 Reflections 5050, Reflections 5300, 6100 VantagePointe, i PerfeXion Gold Vinyl Double Hung Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: 3602 (+/-30 PSF), 5201 (+/-35 PSF), 48x80 35 PSF), 36x63 (+/-45 PSF), 44x63 (+/-45 PSF), 32x62 50 PSF), 3604 (+/-50 PSF) 5167.14 1 43-50 (Three -Step Sill) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: 52x71 (+/-35 PSF), 36x63 (+/-45 PSF), 44x63 45 PSF), 32x62 (+/-50 PSF), 36x74 (+/-50 PSF) Certification Agency Certificate FL 1 7_R27_C—CAC_43-40 DH 32x62 R50.12df FL5167 R27_C_CAC 43-40 DH 36x63 R45.odf FL5167 R27 C_CAC _43-40 DH 36x72 R30.pdf FL5167 R27 C_CAC_43-40 DH 36x74 R50.pdf FL5167 R27 C_CAC_43-40 DH 44x63 R PG45.pdf FL5167_R2C_CAS_43-40 DH 44x63 R35.pdf FL5167 R27 C_CAC 43-40 DH 48x80 R35.pdf FL5167 R27 C CAC_43-40 DH 52x71 R35.pdf FL5167 R27 C_CAC 43-45 DH 52x71 R35.pdf FL5167_R27_C_CAC_43-45 waiver to 43-40.i2d Quality Assurance Contract Expiration Date 09/12/2021 Installation Instructions FL5167_R27_II_IN0432b 43-40 43-45 DH 2X.pdf FL 167_R27 II_IN0434-R6 43-40 43-45 DH 1X.2df Verified By: American Architectural Manufacturers Association Created by Independent Third Party.: Evaluation Reports FL 167_R27 AEE EvalReport-IN0434-R6.pdf Created by Independent Third Party: Yes 6100 VantagePointe, Asure, PerfeXion Silver Vinyl Double Hung Certification Agency Certificate FL5167 R27 C_CAC_43-50 DH 32x62 R50 (ex) psjf FL5167 R27 C_CAC 43-50 DH 36x63 R45 (ex _pdf FL5167 R27 C_CAC 43-50 DH 36x74 R50 (ext)_pdf FL5167 R27 C_CAC 43-50 DH 44x63 R45 (extl.pdf FL5167 R27 C CAC_43-50 DH 52x71 R35 (Jc ,pdf Quality Assurance Contract Expiration Date 01/25/2021 Installation Instructions FL5167 R27 II IN0432 43-50 DH 2X.2df FL5167 R27 II IN0569-R3 43-50 DH 1X.plcf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL 1 7_R27 AE EvalRenort-IN0569-R3.12df Created by Independent Third Party: Yes 5167.15 75-75, 75-09, 07-75, 07-09, 07-10 j Reflections 5500, Generations, Impressions 9800, 6500 and 07-20 j VantagePointe, PerfeXion Platinum Vinyl Double Hung ` Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: 48x80 (+/-25 PSF), 53x74 (+/-30 PSF), 48x80 35 PSF), 52x71 (+/-35 PSF), 53x80 (+/-40 PSF), 36x63 50 PSF), 36x74 (+/-50 PSF), 36x72 (+/-55) Certification Agency Certificate j FL5167_R27 C_CAC-07-09-10-20 and 08-09-10-20 Waiver•pdf FL5167_R27_C_CAC 07-10 07-20 to 07-09 Waivec2df FL5167_R27_C_CAC_07-75 DH 48x80 R PG35.odf FL 167_R27_C_CAC_.07-75 DH 53x74 R PG30.pdf FL5167_R2—C_CS_07-75 DH 53x80 R PG40.pd FL5167 R27 C_CAQ_07-75 waiver to 07-09.odf FL5167 R27 C_CAC 75-75 DH 36x63 R PG50 pdf FL5167 R27_C_CAC_75-75 DH 36x72 R PG55.pdf FL5167_R2_C_CAC_75-75 DH 36x74 LC50.2df FL5167 R27 C_CAC 75-75 DH 48x80 LC PG25.pdf FL5167 R27_C_CAC_75-75 DH 52x71 R PG35.pdf FL5167 R27 C_CAC_ACP-05 SIM 07-75 DH HS PW frame 07- 09.pdf FL5167 R27_C_CAC_ACP-05 SIM 75-75,07-09.07-75,07- 09, 75-10. 75-20 DH frame.pdf Quality Assurance Contract Expiration Date 03/25/2020 Installation Instructions FL5167_R27 II_IN0113 75-75 75-09 07-75 07-09 07-10 07- 20 DH 2X.pdf MODEL DESIGNATION: MAXIMUM OVERALL NOMINAL SIZE: DESIGN PRESSURE RATING: USABLE CONFIGURATIONS: GENERAL DESCRIPTION: Simonton Double Hung Sodas 43-40 ! 43-45 Vinyl Window tO`REiyf j See Size Chart 4 EA{g''lUQ i F+yam 12/01/2017 LUCAS A. TURNER, P.E. See Size Chart Lucas V No 58201 ti 1 FL PE f 58201TurneryRy _ TURNER ENGINEERING & X 2017-12-01 O 'k = CONSULTING, INC. X 11:05+19:00 P STATE OF r`Wr4C COA jj 29779) 1239`JABARA AVE. i F (GR t P•'`t+ 5`sdNA1-t3`. NORTH PORT, FL 3428E PH. 941-380-1574Thehead, sill, and side jambs are extruded PVC. The wall thickness through which the anchorscrew penetrates is a minimum of 0.1421. htret#A41`4 SIZE CHART OVERALL SIZE DP RATINGWIDTH W. HEIGHT H. 36' 72" 30 PSF 44' 63" 235 PSF48' 80, 52- 71' 36" 63' 45 PSF 44' 1 63' 32" 62' t50 PSF 36" 74' REVISIONS: DATE: ADDED MIN. EDGE DIST. NOTE BJ.S ON1W13 S ZAU. SUS MS AND AAMA UN asfmTa +a S UPDATED SIZE CHART. SUBSTRATE BY OTHERS SILICONE CAULK SEE NOTES 15 & 16, - VSHEEr2 SILICONE CAULK SEE NOTES 15 8 16, SHEET 2 1/4' MAX SHIM HEAD 1 114' MAX SHIM SILICONE CAULK SILICONE CAULK SEE NOTES 15 & 16 SEE NOTES 15 8 16 SHEET2 SHEET2 SUBSTRATES BY OTHERS 1 SILL M otter 119M b ib bL1.e riutbr. Thin dddudw+t6 Pm„ibd bdr wo" Wg nV—fmMibdd Kin bMdktl .npo hw a p.IL=—II h+>dU—ow"h d+.d 91"Mdwty amp.For goM.W nyvi. nM IYnaL Uhr.t —Olu SM! 4Wbvft. vIrg— —wj, .T0 h1,, iMvbdimo ., abpmpN. bnd Jr...sm. MIN. EMBED., SEE TABLE 1, SHEET 2 SILICONE CAULK SUBSTRATE SEE NOTES 15 & BY \\\\Y//1 ET INSTALLATION FA TENESRS SEE TABLEI, SHEET 2 J/I//S MAX. SH MI6 MIN. EDGE DIST, SEE TABLE 1, SHEET 2 SILICONE CAULK J SEE NOTES 15 & 16, SHEET 2 @ JAMB OtreI+NPD. ITa.I. D e. SIMONTON' UN.d. (36Mrwbe 80. 6e.d 1 Cmh—Av Pmmb—, W V 26415 DetlIPY. NglmSCALESIEEr: X s.03 FR ta2 JOC d.01 0' 30mh. SMES: 00( i.c05 4340 / 4345 DOUBLE I T.D.D. I =I' I 1X BUCK INSTALLATI( SOLO MODEL DESIGNATION: Simonton Double Hung Series 43-17 Vinyl Window MAXIMUM OVERALL NOMINAL SIZE: See Size Chart DESIGN PRESSURE RATING: See Size Chart USABLE CONFIGURATIONS: GENERAL DESCRIPTION: The head, sill, and side jambs are extruded PVC. The wall thickness through which the anchor screw penetrates is a minimum of 0.142'. TABLE 1: INSTALLATION FASTENFRS TARIF ID SUBSTRATE TYPE ANCHOR TYPE MIN. EMBED MIN EDGEDISTANCE A CONCRETE 2 KSI MIN. 3/16" ITW TAPCON 1-1/2" 1 1/8" B HOLLOW OR GROUT— FILLED CMUASTMC90117PCFMIN. 3 16" ITW TAPCON 1" 2' C G=0IN. 55 SOUTHERN PINE WOOD 3/16" ITW TAPCON 1-3/8" 3/4" D 2G=0I55 SOUTHERN PINE WOOD 10 WOOD SCREW 1-3/8" 3/4" E 16 GAUGE 0.060 MIN. STEEL 10-16 rl>.Y TEKS STUD 33KS1 YIELD MIN. M SELF—DRILUNG SCREW FULL THREAD 1 2 F 1 8 ALUM. 6063 MIN. OR 10 GRADE 5 SELF —TAPPING 1 8" STEEL 36 KSI MIN. DRILLING SCREW FULL THREAD 1/2" NOTES: 1 . This installation has been evaluated for use In locations adhering to the Florida Building Code outside the HVHZ, and where pressure requirements as determined by ASCE 7 Minimum Design Loads forBuildingsandOtherStructuresdonotexceedthedesignpressureratingsherein. 2. For anchorage requirements in various substrates see Table 1. A minimum distance of 3' shall be maintained between any two installation fasteners. 3. All interior and exterior perimeter surfaces of the window must be caulked. 4. Anchortype, size, spacing, embedment, and edge distance shall be as specified in these drawings. S. Anchor embedment to substrate shall be beyond wall dressing or stucco. For masonry openings with wood bucks less than 1-1/2" thick, embedment shall be beyond wood bucks, if used, and intomasonrysubstrate. Wood bucks with masonry are optional. 6. Wood or masonry openings, bucks, and buck fasteners, by others, shall be properly designed and installed to transferwind loads to the structure. 7. The responsibility for selection of Simonton products to meet any applicable local laws, building codes, ordinances, or other safety requirements rests solelywith the architect, building owner, orcontractor. 8. Shims are required where gaps of greater than 1/16" exist between opening and frame. Max. shim stack is 1/4". Shims shall be load -bearing and capable of transferring loads to the substrate. 9. When used in areas requiring impact protection, this product REQUIRES the use of approved impact resistant shutters or other external protection. 10. Sealing and Flashing by others should be applied using the ASTM E 2112 methodology appropriate for the opening into which the product is being installed. Overall water penetration resistance oftheinstalledproductisnotaddressedinthisdrawingandistheresponsibilityofothers. 11. Glazing shall comply with ASTM E 1300-04. 12. All fasteners penetrating into pressure treated wood shall be capable of preventing corrosion due to reaction with pressure treatment chemicals. Anydissimilar materials that come into contact shallbeprotectedtopreventreactionsinaccordancewithcoderequirements. 13. A wind load duration factor Cd - 1.6 was used for the analysis of woad screws only. 14. Products shall be constructed as specified in test reports D2310.01-501-47, C3526.01-501-47 and C3522.01-501-47 by Architectural Testing, Inc - Springdale, PA and C5630.01-109-47 andC2276.01-109-47 by Architectural Testing, Inc - York, PA. 1 S. Use 100% pure silicone caulk compliant with AAMA 800 Section 1 - Sealant Specifications for use with Architectural Fenestration Products. Make sure surfaces are completely free from all old caulk, damaged wood, wood fibers, grease, oil dirt, rust, mold or similar contaminants. Vacuum and clean opening surfaces completely. A fully primed surface is recommended, but not required. Cleaningofallsurfacesshouldbedonethesamedayofwhichthesiliconecaulkistoapplied. For more details visit Simonton.com. 16.Caulk application: recommended air and surface temperatures at the time of application are to be between 40 and 90 degrees F. Insure all contact surfaces are clean and dry including the newwindow(s). Use a backer rod on all joints >3/4' deep and/or wider than 1/4". Finished caulkjoint should be a minimum of 3/8' deep and make full contactwith both the new window and structuralopeningsurfaces. Silicone caulk should be forced into joint or compressed to assure full contact on both surfaces and to expel any air pockets. 12/01/20i7 LUCAS A. TURNER, P.E. FL PE N 58201 TURNER ENGINEERING k CONSULTING, INC. COA jj 29779) 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 MODEL DESIGNATION: Simonton Double Hung Series 43-40 / 43-45 Vinyl Window MAXIMUM OVERALL NOMINAL SIZE: See Size Chart DESIGN PRESSURE RATING: See Size Chart USABLE CONFIGURATIONS: X X GENERAL DESCRIPTION- The head, sill, and side jambs are extruded PVC. The wall thickness through which the anchor screw penetrates is a minimum of 0.070". SIZE CHART OVERALL SIZE OP RATINGWIDTHHEIGHT 36" 72" 30 PSF 44" 36" 35 PSF48" 80" 52" 71" 36" 63" t 45 PSF 44" 63" 32" 62" 50 PSF 36" 74" NO P.E. SEAL REQUIRED INSTALLATION SUPPORTED BY AAMA TEST REPORTS SILICONE 2X BUCK CAULK SILICONE CAULK 1/4" MAX. SHIM 2X BUCK SILICONE CAULK 1/4" MAX. SHIM 7"\ HEAD 1 8 X 2 1/2" MIN. WOOD SCREW WITH 1.50" MIN. EMBEDMENTINTO WOOD MIN. EDGE DIST., SEE NOTES SILICONE CAULK REVISIONS UPDATED SIZES PER NEW TESTIN0. ADDED MIN. EDGE DIST. M07L ADDED NOTES 12 ! 13 — AAMA SDO ADDITION TO SIZE CHART. SILICONE CAULK SILICONE CAULK 2X BUCK TSILL2 @ JAMB DATE 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 MinimumDesignLoadsforBuildingsandOtherStructuresdonotexceedthedesignpressureratingsherein, for use outside the H.V.H.Z. 2. All interior and exterior perimeter surfaces of the window must be caulked. 3. Anchors shall be as specified and spaced as shown. Anchor embedment to base material shall be beyond wall dressing or stucco and Into woad. 4. The responsibility for selection of Simonton products to meet any applicable local laws, building codes, ordinances, or other safety requirements rests solely with thearchitect, building owner, 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. Screws should be a minimum of 3/4" from the edge of the woad. 8. When used in areas requiring impact protection, this product REQUIRES the use of approved impact resistant shutters or other external protection. 9. Flashing should be applied using the ASTM E 2112 method appropriate for the opening Into which the window is being installed. 10 Installation screws must be at least 3/4" from the edge ofthe wood.. 11. Glazing shall comply with ASTM E 1300. 12. Use 100% pure silicone caulk compliant with AAMA 800 Section 1 . Sealant Specifications for use with Architectural Fenestration Products. Make sure surfaces are completely free from all old caulk, damaged wood, wood fibers, grease, oil dirt, rust, mold or similar contaminants. Vacuum and clean opening surfaces completely. Afullyprimedsurfaceisrecommended, but not required. Cleaning of all surfaces should be done the same day of which the silicone caulk is to applied. For more detailsvisitSlmonton.com. 13. Caulk application: recommended air and surface temperatures at the time of application are to be between 40 and 90 degrees F. Insure all contact surfaces are clean and dry Including the new window(s). Use a backer rod on all Joints >3/4' deep and/or wider than 1/4". Finished caulk Joint should be a minimum of 3/8" deep and makefullcontactwithboththenewwindowandstructuralopeningsurfaces. Silicone caulk should be forced Into Joint or compressed to assure full contact on both surfacesandtoexpelanyairpockets. Thb document hi the property of Simonton Windows, whichntshsallPrTrletoryendotherrightstoMesubjectmatter. Thb document le proMded to the roolpient on the e W ewedondltlonthatNIsnottobedoclowd, reproduced it whole a art, nor used In con)imotlon with the deeln, manfocture orrepairofgoodsforanyoneotherthonSimontonWindows without Its consent. IN. restrloDon doe not Umlt the aMhutsMbformtjonmeIn epropy tctned rmofrwunc. Dinenelw Tderonca Unless MCI _ Iflwrl Decimals Angles A :1 . 03 XX S . 01 Or 30 min. XXX t . 005 W'I& SIMONTOWw I w o o w e I CoahreneA— Peoasbom, WV 26415 SD5Z) Y' artiQ-- FL # FL5177-R24 Application Type Revision / Code Version 2017 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Simonton/Ply Gem Windows 3948 Townsfair Way, Suite 200 Suite 200 Columbus, OH 43219 614)532-3596 luanne.harris@plygem.com Luanne Harris luanne.harris@plygem.com Luanne Harris 1 Cochrane Ave Pennsboro, WV 26415 614)532-3596 luanne.harris@simonton.com AAMA 1827 Walden Office Square Suite 550 Schaumburg, IL 60173 847)303-5664 webmaster@aamanet.org Windows 5D Fixed Certification Mark or Listing American Architectural Manufacturers Association American Architectural Manufacturers Association Standard AAMA 450 AAMA/WDMA/CSA 101/I.S 2/A440 Year 2010 2008 Created by Independent Third Party: Yes 5177.15 r_.... ........ _._.---- --- _ -_-._- ------ 43 35 6100 Vanta9ePojnte, Asure, PerfeXion Silver Vinyl IFixed Window Triple Limits of Use Certification Agency Certificate Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No FL5177_ R24 ;—CAC 43-35 PW Triple 109x77 RSn faxt 1 pdf Quality Assurance Contract Expiration Date 01/ 25/2021 Design Pressure: +50/-50 Installation Instructions Other: 109x72 FL5177_R24 II_-IN0356 43-35 PW Triple 2X.pd Verified By: American Architectural Manufacturers Association Created by Independent Third Party: i Evaluation Reports Created by Independent Third Party: 5177. 16 43-35 6100 VantagePointe, Asure, PerfeXion Silver Vinyl Fixed Window Twin with Transom Limits of Use Certification Agency Certificate ApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes FL5177_ R244_Q_CAC_43-35 PW Twin w Transom 73x111 R3 Uw. - per Impact Resistant: No Design Pressure: +35/-35 Quality Assurance Contract Expiration Date 01/ 25/2021 Other: 73x111 Installation Instructions FL5177_ R24.-g_IN0355 43-35 PW Twin w-Transom 2X = Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5177. 17 43-40 Reflections 5050/5300, 6100 Vantage Pointe, PerfeXion Gold Vinyl Fixed Window Limits of Use Certification Agency Certificate 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 FL5177 R24 C—CAC_43-40 PW 74x63 LC50.12d FL5177 R24 C_CAC_43-40 PW 80x48 LC50.12d FL 177_R24 C_ AC 43-40 PW 96x72 LC40 pdff Quality Assurance Contract Expiration Date 10/ 05/2021 50 PSF) Installation Instructions FL 177_R24 II_IN0094 43-40 PW 2X_pdf FL_ 177_R24 11_IN0095-R3 43-35 43-40 PW 1X.12Id Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5177 R24 AE_EvalRel2ort-IN0095-R3.p_df Createdby Independent Third Party: Yes Ec# fir= xt Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. CODVri9ht 2007-2013 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455. 275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they haveone. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., pleaseclick here . Product Approval Accepts: 0 FOR ;;, MODEL DESIGNATION: MAXIMUM OVERALL NOMINAL SIZE: DESIGN PRESSURE RATING: USABLE CONFIGURATIONS: Simonton Series 43-35 / 43-40 Vinyl Fixed Window See Size Chart See Size Chart GENERAL DESCRIPTION: The head, sill, and side Jambs are extruded PVC. Thewall thickness through which the anchor screw penetrates Isa minimum of0.070'. iT I 1 14-1/2" O.C. 6" MAX. 6" MAX fD a u cLK u6 i 11011 0 f b Q LONG SIDE -'W' MA%. OVERALL FRAME WIDTH SIZE CHART OVERALL SIZE DP RATINGWIDTHHEIGHT H„ 96" 72" 40 PSF 74" 63" f50 PSF80" 48" WIDTH AND HEIGHT CAN BE TRANSPOSED. Lucas Turner :'cl-., Oro 2018- 04-13 No 56201 11: 43+20:00 STATE OF REVISIONS: D4/ 13/2018 LUCAS A. TURNER, P.E. 1 I ANT, ' FL PE 1 58201 Z UPDATED ANT1 A SPACWGANDADDED is16TURNERENGINEERINGk3 UPDATED NOTES 10 a 13, ANOg0. SIZE. CONSULTING, INC. COA j 29779) 1239JABARAAVE. NORTH PORT, FL 34288 PH. 941-380-1574 DATE: AID610, O a •""'•`Q`w`1CON[RETE/MASONRY 1B WOOD BUCK 1/4 WITH MNANCHOR EMS. •/- `,1, (BY OTHERS) ( SILICONE CAULK INTO CONCRETE (SEE {f TV xNCRErE/ MASONRY a ( INT. PERIMETER) NOTE 10 FOR WOOD) OTHERS) 1/4"0 TAPCONANCHOR 1/4' MAX. SHIM WITH V MIN. EMS. (BV OTHERS) IX WOOD BUCK INTO CONCRETE (SEE SILICONE CAUL((BY OTHERS) NOTE 10 FOR WOOD) EXT. PERIMETER)E CAULKRIMETER) SHIMSILICONE GULX RS) ( EXT. PERIMETER) 1 43-40 JAMB y 4U HEAD a] 43© 1/ 4" MAX. SHIM BY OTHERS) SILICONE CAULK tINT. PERIMETER) IX WOOD BUCK SILICONE CAULK By OTHERS) EXT. PERIMETER) CONCRETEIMASONRY 1/ 4"O TAPCON ANCHOR BY OTHERS) WITH V MIN. EMS. INTO CONCRETE (SEE 43-40 SILL 1/ 4- MAX. SHIM 1/4"0 TAPCON ANCHOR ByOTHERS) WTTH 1.25" MIN. EMS. INTO CONCRETE (SEE NOTE 10 FOR WOOD) SILICONE CAULK SILICONE CAULK INT. PERIMETER) EXT. PERIMETER) 1X WOODBUCK BY OTHERS) CONCRETE/ MASONRV By OTHERS) NOTE 10 FOR WOOD) 0 43-35 ANCHORAGE NOTES: HEAD/JAMB/SILL 1. This installation has been evaluated for use in locations adhering to the Florida Building Code and where design pressure requirements as determined by ASCE 7 Minimum DesignLoadsforBuildingsandOtherStructuresdonotexceedthedesignpressureratingslistedherein. 2. For Installation where the sub -buck Is less than 1 1/2• (FBC chapter 17 Anchorage Methods) Tapcon type concrete anchors must be used and the length must be such thata minimum 1" embedment of the Tapcon Into the concrete or concrete block Is obtained, unless otherwise noted. Anchors should be a minimum of 2" from the edge of theconcrete, hollow black CMU, or concrete block. 3. All Interior and exterior perimeter surfaces of the window must be caulked. 4. Adjust Tapcon anchor locations, if necessary, to maintain a minimum of 2.0' clearance from mortar Joints. S. When the optional head expanders 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 stuccoand into wood or concrete. 7. Wood bucks (by others) must be engineered and anchored properly to transfer loads to the structure. Bucks shall extend beyond interior face of framesuch that full supportoftheframeisprovided. 8. Fallow TTW Tapcon anchoring instructions. 9. 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. 10. For woodbuck substrates, use #12 wood screws with 1 1/2' min. embedment Into wood, unless otherwlse noted. Screws shouldbe aminimum of 1" from the edge ofthewood. II. A. Concrete compressive strength - 3000 PSI at 28 days -B. Concrete Masonry Units shall conform with strength requirements of ASTM C90 - C. Wood Minimum SpecificGravity - 0.55 12. Shims are optional. Max. shim stack is 1/44. 13. When using a 1/4"0 Tapcon or #12 wood screw through the window frame, pre -drill the thm hole at specified Installation screw locations. 14. When used in areas requiring Impact protection, this product REQUIRES the use of approvedImpact resistant shutters or other external protection. IS. 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 130D-04. 17. Products shall be constructed as specified In test reports ATI-C2272.01-109-47-r0 and ATI-CZ274.02-SO1-47-r0 . DISQD$ OREonton ENT Thbtlocumen[ b [he Simonton WFNows, NMS_ ISH: Dimensional Tolerances SIMONTONe a5c'IN ORAwN 9Y: T.D.D. DrollatYofwlwchrep6aaepropHetnry and other rlphb to of sua]ed melts. T11b doaanat b Unless Otherwise Specified Other1 N p S trowMed to the rttlplent on the np ce0 coMlnon tM[ [ b M m be I CUchtwe Avenue aTENDER: NECKED BY; Ilsclo Hx, repmtluced In whole or part, nor teetl On canll+xtbn with MeAuupy resign, manuficNre or repolr ofgoodsfor anWrrcother ManSin—Dedmals Angln Pemaboro, WV 26413 SCALE: I SNEFITof 1 APP0. VD BY: WindowswlMautItsconsmt. TMic0on coo tatknA M Ie1ple ttnt's right, to tfotmontaOn thisocunax etlon etltlwNdl3(! .03 SIxtFA(F ANEA: FINISHTREATMENT: PERIMETER: SERMS: 43.35 / 43- 40 PICTURE (FD®) WINDOW ItDroperlY oadatM fromo, arotltcrsaxce. anot XX 4 .Ol0" 30 min. XXI(3 ,005 TTTLF. ILE: FL 5177. 14AlJ1% BUCK INSTALLATION SIZE CHART: OWRALL SIZE ' RATING''' a.'DP gf3" 724 t40-PSF 74" 6J" t50.PSF 8. Flashing shouldbe applied: !using the ASTM E 1 2112 methodology :appropriate for theopening into which' the window'. Is being installed:. 9. Installation screws must beat leost.3/4" from the edge of the wood. tO.::Glazing .-shall : comply wlth ASTM E :1300-04. DISCI a5DRE stATBAfm S I M ON TONB. iN0094 7. This doeurnantIsthepropertyofShnoptonWindows, which' " - : olmostonal. Tolerances - retelhe allproropprietaryandothertl0htetoItssoDisotMatta. 1Lnl Olh _lei $peclfled. fe i H o u . This dowm9nl: 1. "proNded to the: raclplet t an the expressed : 1 Cocbrax Avcnucw• T QN 17 9 06 QKOMon Olpt It I.'not to be dta:doeed, raproduoW Inwllga:or 204 CHECKED Y DATE:: part, nor used . ePaj-11on with: the deelpn; monufaoWre.or Icnnsboru, WV . repair of pood for W • otAn Non Shnonlon windawa SCALE: HEETi: APPRI:Q 6Y. DATE:' fwann r .. tlrtlolawphwl Itheonsea't. This nttrlotlon dose!not limit the :-: R A .A: .. Xe3 .03 of 1 nolplent} -ghp;f uQhe Infairnatbn mnlaN d ti this ::: :.: I-.: .. ... doament whkA'le properly obtained from:onotha courts.:._ - " ... :.: .XX * ::. 43-35.PICYLIPM(FIXED)'WNDOW 0' 3o min.' rceE: w0004 . ::::: . sxllTutx IHsiAiwiioN ...' .: 1/3/2018 Florida Building Code Online BCIS Home Wg In User Registration Hot Topics I Submit Surcharge `; Stats & Facts j Publications I FBC Staff i BCIS Site Map j Links 1 Search { r! I"I(ia r 4-0 Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail c FL # FL14787-R3 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Simonton Windows Address/Phone/Email 3948 Townsfair Way Columbus, OH 43219 614) 532-3596 luanne.harris@simonton.com Authorized Signature Luanne Harris luanne.harris@simonton.com Technical Representative Luanne Harris Address/Phone/Email 3948 Townsfair Way Suite 200 Columbus, OH 43219 614) 532-3596 luanne.harris@simonton.com Quality Assurance Representative AAMA Address/Phone/Email 1827 Walden Office Square Suite 550 Schaumburg, IL 60173 847) 303-5664 webmaster@aamanet.org Category Windows Subcategory 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 Lucas A. Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Architectural Testing, Inc. Quality Assurance Contract Expiration Date 12/31/2020 Validated By Scott Wolters, PE Validation Checklist - Hardcopy Received Certificate of Independence FL14787 R3 COI EvalReport- RM0015Br7.odf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code http:// www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqueufsxW4GVzb8cSKBvJ%2f5cWptwJvcirismuaPreauxgQ%3d%3d 1/2 1/3/2018 Florida Building Code Online 1709.8 Product Approval Method Method 2 Option B Date Submitted 10/12/2017 Date Validated 10/18/2017 Date Pending FBC Approval 10/20/2017 Date Approved 12/12/2017 Summary of Products FL # Model, Number or Name Description 14787.1 Reinforced Stand Alone Mullions Extruded Vinyl Mullions with Aluminum Reinforcement Non -Impact Limits of Use Installation Instructions Approved for use in HVHZ: No FL14787 R3 II RM0015Br7.Ddf Approved for use outside HVHZ: Yes Verified By: Lucas A.Turner 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. FL14787 R3 AE Eval Report- RM001 5Br7.Ddf See installation drawings for applicable design pressure rating. Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by'traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: M Irgli-n--1 ® eCixck Credit Card Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQvvtDqueufsxW4GVzb8cSKBvJp/o2f5cWptwJvcirlsmuaPreauxgQg/g3dg/o3d 2/2 SIMONTON' 1 COCHRANE AV PENNSBORO. V 26415 PH. 600-426-2249 EXTRUDED NON —IMPACT VINYL MULLIONS WITH ALUMINUM REINFORCEMENT ALL NON —IMPACT WINDOW SERIES LARGE MULLION REINFORCEMENT CM0146 ALUMINUM 6063—T6 U 0 5000 FIN & J FRAME VINYL H—MULLION COVER #VPI-573 EXTRUDED VINYL 0.071" MIN. MULLIONS MEET THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE. PRODUCT DESCRIPTION: 1. ALL MULLION REINFORCEMENTS ARE EXTRUDED ALUMINUM 6063—T6. 2. ALL MULLION COVERS ARE EXTRUDED VINYL. SEE ABOVE FOR INDIVIDUAL MULLION THICKNESS. TABLE OF CONTENTS DESCRIPTION INDIVIDUAL MULLION APPLICATIONS DESIGN PRESSURES FOR REINFORCEMENT CM0146 DESIGN PRESSURES FOR REINFORCEMENT 16991 DESIGN PRESSURES FOR REINFORCEMENT 16990 DESIGN PRESSURES FOR REINFORCEMENT 20634 MULLION ATTACHMENT AND ANCHORING MULLION CROSS SECTIONS —WOOD FRAME SUBSTR, VULLION CROSS SECTIONS—MASONRY/CONC. SUB`. LARGE MULLION REINFORCEMENT #16991 ALUMINUM 6063—T6 PROFINISH LARGE VINYL H—MULLION COVER #VPI-560 EXTRUDED VINYL 0.079" MIN. LLJ77 RETROFIT LARGE VINYL H—MULLION COVER #VPI-354 EXTRUDED VINYL 0,071" MIN. REVISIONS REV. DESCRIPTION DATE BY 3 Revised per 2007Florida Building Code, Added Sheet 8. 0415 2011 JRM 4 Revised per 2010 Florida Buildingg Code, u dated eneral notes shf.1. 0120 2012 CAP 5 Updedatednew DPratings cchart. and addmullionovers06 /20/201 T.D.D. 6 Revised per 5th Ed. (2014) FBC 04/25/2015 LAT 7 Updated Nate 1, Sheet 1 10/03/2017 LMH MEDIUM MULLION REINFORCEMENT #16990 ALUMINUM 6063— T6 PROFINISH MEDIUM VINYL H—MULLION COVER #VPI-346A EXTRUDED VINYL 0.071" MIN. MEDIUM MULLION REINFORCEMENT #20634 ALUMINUM 6063— T6 r RETROFIT MEDIUM VINYL H—MULLION COVER #VPI-436 EXTRUDED VINYL 0.070" MIN. W,r L,`` Lucas.' na 58201 ' Turner 2017- 10- 18 11:15+ 20:00 5'.iAiE o 4000 SERIES MEDIUM VINYL l o0 H—MULLION COVER #MP0347 EXTRUDED VINYL 0.070" MIN. arer 4nti` GENERAL NOTES: 1. THE FOUR (4) MULLION PRODUCTS MEET THE CURRENT FLORIDA BUILDING CODE SECTION 1709.8, INCLUDING L/175 DEFLECTION LIMIT, LOAD TRANSFER, AND FIBERSTRESS ANALYSES IN THE DESIGN PRESSURES SHOWN IN THE TABLES IN THIS DRAWING. THE ANALYSES DID NOT ADDRESS AIR OR WATER INFILTRATION. OVERALL WINDOW ASSEMBLY ALLOWABLE DESIGN PRESSURES SHALL BE THE 4000 SERIES LARGE VINYL LOWER OF THE MULLION PER THIS APPROVAL OR THE SIMONTON WINDOWS PER H—MULLION COVER VPI-354A SEPARATE PRODUCT APPROVAL. 2. PRODUCT ANCHORS SHALL BE AS EXTRUDED VINYL 0.071" MIN. LISTED AND SPACED AS SHOWN W 1-312 7 yy SIMONTON ° IC.ifW3 za- os HEREIN. ` - • = R - ___ o.;_,__ a SIMONTON' I -HRANE AW. PENNS-0, WV 26115 PH, 8DO-426-2249 EXTRUDED NON -IMPACT VINYL MULLIONS WITH ALUMINUM REINFORCEMENT ALL NON -IMPACT WINDOW SERIES 144" MAX. UNIT WIDTH SEE CHART FOR SINGLE SEE CHART FOR SINGLE UNIT MAX. WIDTH UNIT MAX. WIDTH MAXIMUM SINGLE WINDOW WIDTH WINDOW TYPE WINDOW WIDTH DOUBLE HUNG g" HORIZONTAL SLIDER CASEMENT FIXED 96" MULLION TRIBUTARY WIDTH = SUM OF ZONE 2 WINDOW WIDTHS 6 4 1/16" 7/16" 3 1/8" TABLE A — MAXIMUM DESIGN PRESSURES (PSF) MULLION i# CM0146 LlduidikilUuA Width F= 13/16 3/e" 3/15"-- -- \ ALL FIN & J FRAMES H—MULLION LARGE MULL REINFORCEMENT #CM0146 LARGE VINYL MULLION COVER #VPI-573 ` ttttre r{`, ALUMINUM 6063—T6 EXTRUDED VINYL .071" MIN. A.` i .. ytc.rvs•,y.,, No 58201 STATE OF 4 0gto" SEE NOTES SHEETS 6, 7, AND 8 FOR REQUIRED ANCHORAGE INFORMATION. 6IMONTON' I CMHRANE AV PENNSBORO, W 25415 PH. 800-426-2249 EXTRUDED NON -IMPACT VINYL MULLIONS WITH ALUMINUM REINFORCEMENT ALL NON -IMPACT WINDOW SERIES 3 1 /4" 1/2" 2 1/4" LF PROFINISH H—MULLION LARGE VINYL MULLION COVER ##VPI-560 EXTRUDED VINYL .079" MIN MAXIMUM SINGLE WINDOW WIDTH WINDOW TYPE I WINDOW WIDTH SINGLE HUNG 1 52" DOUBLE HUNG HORIZONTAL SLIDER CASEMENT " FIXED Iq5" MULLION TRIBUTARY WIDTH = SUM OF ZONE 2 WINDOW WIDTHS SEE NOTES SHEETS 6, 7, AND 8 FOR REQUIRED ANCHORAGE INFORMATION. TABLE B — MAXIMUM DESIGN PRESSURES (PSFI MULLION #16991 IndivYl118l Uni 3 3/8" 7/16" 2 7/16" RETROFIT H—MULLION LARGE VINYL MULLION COVER #VPI-354 EXTRUDED VINYL .071" MIN. 3 i8 2 11/16' LARGE MULL REINFORCEMENT #16991 3 3/6• xowl ......./! ALUMINUM 6063—T6 t1oREw Tri No 58201 A Ll u I U 0 STATE OF 14U4op. o 4000 SERIES RETROFIT H—MULLION NAL, a` reh ellixt't LARGE VINYL MULLION COVER #VPI-354 Z2 SIMONTON°"RfwM EXTRUDED VINYL .071" MIN. ann° Too` SIMONTON' I COCH E AK.'PENN9 .. - 2 15 PH. 600-426-2249 EXTRUDED NON —IMPACT VINYL MULLIONS WITH ALUMINUM REINFORCEMENT ALL NON —IMPACT WINDOW SERIES 144' MAX. (2) UNIT WIDTH SEE CHART FOR SINGLE SEE CHART FOR SINGLE UNIT MAX. WIDTH UNIT MAX. WIDTH MAXIMUM SINGLE WINDOW WIDTH WINDOW TYPE WINDOW WIDTH SINGLE HUNG DOUBLE HUNG HORIZONTAL SLIDER 7 " CASEMENT FIXED MULLION TRIBUTARY WIDTH = SUM OF ZONE 2 WINDOW WIDTHS TABLE C — MAXIMUM DESIGN PRESSURES (PSF) MULLION #16990 htdividtral Unt Width 24 1 28 321 36 1 40 1 44 1 48 1 52 1 56 1 60 1 64 1 63 TSis ------- 1, aTJ..J 30d 56 s 4? y v;.;,:.. ot 64 35 35 3" -30 30 30 310?., 4 35. 3G63S2:25 25 J' 265 7 3025 20 20 a^ 6 35 30 a 20 1 20 1 20 1 13 15 1' 15 IS 15 1 13/16"—{ I I 1/4- [ T Y 2 13/1fi" MEDIUM H—MULLION VINYL COVER #V346A MEDIUM MULL REINFORCEMENT #16990 ALL NEW CONSTRUCTION ALUMINUM 6063—T6 EXTRUDED VINYL .071" MIN. G' Na 532 9 i 1i'i v c r Q: STATE QE SIMONIO °" Rf SEE NOTES SHEETS 6, 7, AND 8 FOR REQUIRED ANCHORAGE INFORMATION. SIMONTON' I COCHRANE AVE. YRENN58ORO. Wv 26:15 PH. 800-426-2249 EXTRUDED NON —IMPACT VINYL MULLIONS WITH ALUMINUM REINFORCEMENT ALL NON —IMPACT WINDOW SERIES 144" MAX. UNIT WIDTH SEE CHART FOR SINGLE SEE CHART FOR SINGLE UNIT MAX. WIDTH UNIT MAX. WIDTH MAXIMUM SINGLE WINDOW WIDTH WINDOW TYPE WINDOW WIDTH DOUBLE HUNG HORIZONTAL SLIDER CASEMENT FIXED MULLION TRIBUTARY WIDTH = SUM OF ZONE 2 WINDOW WIDTHS REVISIONS EV. DESCRIPTION DATE BY 3 Revised per 2007 Florida Building JRMCode, Added Sheet 8. 04 /15 / 2011 4 Revised per 2010 lorida oBuildingqCode, u dated eneralntes shf.1. 01 20 2012 CAP 5 Updated DP ratings chart and added new mullion covers. 06/20/201 T.D.D. 6 Revised per 5th Ed. (2014) FBC 04/25/201 t LAT 7 Updated Note 1, Sheet 1 10/03/20171 LMH TABLE D - MAXIMUM DESIGN PRESSURES %PSFZ MULLION # 20634 tm MEDIUM H- MULLION VINYL COVER #VPI-436 FOR ANY RETROFIT HOOKED FRAME EXTRUDED VINYL . 070" MIN. 3 1/ 4" 1 5/ 1t PF 6" n n 3 7/ 16" MEDIUM H- MULLION VINYL COVER #VPI-436 FOR ANY RETROFIT HOOKED FRAME EXTRUDED VINYL . 070" MIN. SEE NOTES SHEETS 6, 7, AND 8 FOR REQUIRED ANCHORAGE INFORMATION. IndividualUna Width 2 7/ 8" 5/16' Li zz 1 MEDIUM MULL REINFORCEMENT #20634 ALUMINUM 6063- T6 v .J Ny 582 J1 1r 0: £TATE 017 40.Z 1. 11 Of ZZu, SIMONTON 011S ONION' I COCHRANE AV PENNS-0, W 25415 PH. 800-426-2249 EXTRUDED NON —IMPACT VINYL MULLIONS WITH ALUMINUM REINFORCEMENT ALL NON —IMPACT WINDOW SERIES REINFORCEMENT BASE PLATE DETAIL 060" MIN. STAINLESS STEEL ANSI 302/304 2 1/16-- ALUMINUM MULLION REINFORCEMENT 6063—T6- \ TWO (2) 01/4 HOLES 2. EXTRUDED VINYL MULLION COVER L—BRACKET BASE PLATE` DETAIL A SCALE 1: 1 SEE MANUFACTURER'S INSTALL NSTRUCTIONS FOR ATTACHING REINF( MULLIONS TO WINDOW UNITS. TYPIC USE SELF —TAPPING SCREW OF SUFFI LENGTH TO FULLY ENGAGE THREADS THE ALUMINUM REINF, AT THE ANCHOFTHE PACING INDICATED IN THE APPLII WINDOW PRODUCT APPROVA ATTACHMENT TO WOOD SUBS] BASE PLA REVISIONS REV. DESCRIPTION DATE BY 3 Revised per 2007 Florida BuildingCode, Added Sheet 8. 15 201104 / / JRM 4 Revised per 2010 Florida BuildingCode, u dated eneral notes sh .1. 2001 2012 CAP 5 Updated DP ratings chart and added new mullion covers. 06/20/201 T.D.D. 6 Revised per 5th Ed. (2014) FBC 04/25/201 LAT 7 Updated Note 1, Sheet 1 10/03/2017 LMH L—BRACKET IS ATTACHED TO VINYL MULLION COVER AND MULLION REINFORCEMENT USING (2) RIVETS OR BARREL NUTS (305 LB. MAX. SHEAR) 2 PLACES EACH L—BRACKET REFER TO TABLE 1) WIK SPACER 1/2" X 1/4' THICK 4 RED. — 2 AT 4c 2) AT BO T M BRACKET SEE MANUFACTURER'S ATTACHMENT v INSTRUCTIONS FOR ATTACHING REINFORCED MULLIONS TO WINDOW UNITS ASSEMBLED MULLION. ATTACHMENT VIEW REINFORCFMENT L-BRACKET TABLE 1 - MULLION ATTACHING HARDWARE 0.076" MIN. STAINLESS STEEL ANSI 302/304 NOTES: I. WOOD FRAME: USE (4) #10 X 1 3/4" WOOD SCREWS AT THE HEAD AND SILL THROUGH BASE PLATES, WITH 1-1/2" MINIMUM EMBEDMENT INTO WOOD FOR MULLION ATTACHMENT. SEE SHEET 7 FOR DETAILS. 2. MASONRY/CONCRETE: USE (2)ITW TAPCON OR ELCO ULTRACON ANCHORS AT HEAD AND SILL THROUGH BASE PLATES, SEE SHEET 8 FOR DETAILS. 3. TWO (2) RIVETS OR BARREL NUTS ARE REQUIRED TO ATTACH L—BRACKETS TO ALUMINUM MULLION. SEE TABLE 1 (THIS SHEET). RIVET 1.25 DIA. STEEL RIVET WITH A GRIP LENGTH OF .50 MAX. BARREL NUT 10-24 OR #10-32 STAINLESS STEEL BARREL NUT. 250 O.D. X .25" LG WITH .125 MIN ENGAGEMENT SIMONTOM I COCNNANE AVC 0• 260 WV 26416H. 600-42P6-22-2249 EXTRUDED NON —IMPACT VINYL MULLIONS WITH ALUMINUM REINFORCEMENT ALL NON —IMPACT WINDOW SERIES 1 1 2" MIN. EMB DMENT INTO WOOD MULLED UNIT HEI EMBf INTO 0.35 MI 10 X 1 3/4" WOOD SCREW, 4) EACH, HEAD & SILL IVET OR BARREL NUT SEE TABLE 1 ON SHEET 6), 2) EACH BRACKET 2 VERTICAL CROSS SECTION WITH 2X WOOD SUBSTRATE TREATED WOOD BUC4 ENGINEERED BY OTHI TRANSFER LOADS TO r4u n 1 3/4" WOOD SCREW, EACH, HEAD & SILL NOTES: 1. THE MULLION PRODUCTS AND THEIR INSTALLATION COMPLY WITH FBC STRUCTURAL REQUIREMENTS AND ARE LIMITED TO USE OUTSIDE THE HVH7. 2. THE MULLIONS SHALL BE USED IN CONNECTION WITH FBC APPROVED PRODUCTS. 3. ANCHORS SHALL HAVE 1 1/2" MINIMUM EMBEDMENT INTO WOOD AND 7/8" MINIMUM WOOD EDGE DISTANCE. 4. ATTACHMENT OF ALL 2X TREATED WOOD BUCKS SHALL BE ENGINEERED SEPARATELY BY OTHERS. 5. WOOD SHALL BE TREATED 2X SPRUCE, PINE, OR FIR. 6. #10 WOOD SCREWS SHALL BE STEEL CONFORMING TO ASTM A 653. 7. BASE PLATES AND L—BRACKETS ARE STAINLESS STEEL CONFORMING TO ANSI 302/304. 8. SIMILAR INSTALLATIONS ARE USED ON HEAD AND SILL. 9. WHEN INSTALLED IN LOCATIONS WHERE WINDBORNE DEBRIS PROTECTION IS REQUIRED, USE OF AN IMPACT PROTECTIVE SYSTEM IS REQUIRED. 10 X 1 3/4" WOOD SCREW, 4) EACH, HEAD & SILL SECTION A —A ilFr RE 5- Tl'IA Cps',. i Na 5820j '•: i3•' 31 ; STATE OF r F'LQF31Cs1 Co joSIMONTOM- 1 CANE AV PENNSBC . w 26+15 PH. 600-426-2249 EXTRUDED NON —IMPACT VINYL MULLIONS WITH ALUMINUM REINFORCEMENT ALL NON —IMPACT WINDOW SERIES 4 a WITH 1 BY WOOD BUCK SHOWN MULLED UNIT \ HEIGHT A WITHOUT 1 BY WOOD BUCK SHOWN n CONCRETE— MINIMUM COMPRESSIVE STRENGTH OF 2.85 KSI, MASONRY— STRENGTH CONFORMANCE TO ASTM C-90 r z ovaINSTALL ANCHORS THROUGH OUTERMOST HOLES. SEE NOTE 3 CONC./ MASONRY ANCHOR, SEE NOTE 3. MIN. 4" SPACING BETWEEN ANCHORS RIVET OR BARREL NUT S E TABLE 1 ON SHEET 6), 2 EACH BRACKET A CONCRETE— MINIMUM COMPRESSIVE Sl MASONRY— STRENGTH CONFORMANCE v y SECTION A —A Q mWo Q w V W 7 QUZC) 3om. Z CONC./ MASONRY ANCHOR, SEE NOTE 3.— MIN. 4" SPACING BETWEEN ANCHORS lcttt NOR.bk I-'. VERTICAL CROSS SECTION WITH MASONRY/ CONCRETE SUBSTRATE 58201 NOTES: ~ 1, THE MULLION PRODUCTS AND THEIR INSTALLATION COMPLY WITH FBC STRUCTURAL REQUIREMENTS AND ARE LIMITED TO 44/ ? USE OUTSIDE THE HVHZ. 3 STATE OR ;. 2. THE MULLIONS SHALL BE USED IN CONNECTION WITH FBC APPROVED PRODUCTS. i iC Al' O R 1C P\2 ` 3. ANCHORS IN GROUT —FILLED CMU BLOCK (ASTM C-90 COMPLIANT) SHALL BE 1/4" ELCO UTRACONS WITH 1 3/8" MIN. EMBED. TO BLOCK, AND 1" MIN. EDGE DIST. ANCHORS IN SOLID CONCRETE (2.85 KSI MIN.) SHALL BE 3/16" ITW TAPCONS OR 1/4" ELCO ULTRACONS WITH 1 3/4" MIN. EMBED. TO CONCRETE, AND 1 1/8" MIN. EDGE DIST. 4. ATTACHMENT OF ALL 2X TREATED WOOD BUCKS SHALL BE ENGINEERED SEPARATELY BY OTHERS. 5. WOOD SHALL BE TREATED 2X SPRUCE, PINE, OR FIR. 6. BASE PLATES AND L—BRACKETS ARE .STAINLESS STEEL CONFORMING TO ANSI 302/304. 7. SIMILAR INSTALLATIONS ARE USED ON HEAD AND SILL.„ x"L a- 8. WHEN INSTALLED IN LOCATIONS WHERE WINDBORNE DEBRIS PROTECTION IS REQUIRED, USE OF AN IMPACT PROTECTIVE SYSTEM IS REQUIRED, a Grant Maloyy, Clerk Of The. Circuit Court & Comptroller Seminole County, FLInst #2018127794 Book:9246 Page:448; (1 PAGES) RCD: 11/8/20113:05:49 PMRECFEE $10.00 Prepared By; JL OIA, _ Raturn to: FASWD, L C 3020 Mercy Dr. Orlando, FL 32808 NOTICE OF COMMENCEMENT Slate of Florida County of jppl Parcel ID: 0-OT1dQ_ 1!qn Permit#: The undersigned hereby gives notice that Improvement will be made to certain real property. In accordance with Chapter 713, Florida Statutes, the following information is provided in the Notice of Commencement: 1k 1. Legal description of Property (and s at a dress if available):- a_ (1t. 2. General description of im rovement: m 3 a. Owner name/address:. b. Interest in property: _ C. Name and address of 4. Contractor Name and Address: FASWD LLC 30 0 MERCY DRIVE ORLANDO FL 32808 Phone: 407-770.018 Fax: 407 770 0187 5. Surety — Name and Address: Amount of bond: $ 6. Lender— Name and Address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a) 7, ^Io idaa Statutes: B. In addition to him/herself, Owner designates the following person(s) to receive a copy of the Lienor's . Notice as provided in Section 713.13(1)(b), Florida Statutes [Provide Name/Mailing Address]: 9. NOC expiration date (one full year from the date of recording unless different date is specified): WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 71.3,13, FLORIDA STATUTES, AND CAN RESULT 1N YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Verification pursuant to Section 92.525, Florida Statutes: Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. ature of Owner/oaturai Person (or Owner's Authorized 0rficer/Director/Partner/„tanager) The foregoing'nstr by--- ri authority) for ___ lwledged before me this _ day of _ Sit— t"__, 20 UK, print name of person) as Oa) R91C7- __(.type of name of party on behalf of whom instrument was executed). Personally Known _ -OR- Produced Identi pP °W, Notary Public State of Florida ; y Suzanne Baltzley My Commission GG 160896 Or EKPires 12102/2021Tf tal