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232 Loch Low Dr - BR18-002839 - WINDOWSIfCITY OF SORD FIRE DEPARTMENT Building & Fire Prevention Division PERMI?— ITAPPLICATIONApplication No: J V?> 7Q Documented Construction Value: $ 3,995.00 Job Address: 232 LOCH LOW DR. SANFORD, FL 32773 Historic District: Yes No Parcel ID: 10-20-30-5CU-OH00-0040 Residential Commercial Type of Work: New Addition Alteration XO Repair Demo Change of Use Move Description of Work: REPLACING 7 WINDOWS SIZE FOR SIZE Plan Review Contact Person: JEANA YOUNG Title: Phone. 407-489-8683 Fax: Email: JEANA.MAIL(u7GMAIL.COM Property Owner Information Name KENNETH HALLAM Phone: 407-221-0656 Street: 232 LOCH LOW DR. Resident of property?: YES City, State Zip: SANFORD, FL 32773 Contractor Information Name SCOTT A VARGA Phone: 407-489-8683 Street: 3020 MERCY DR ORLANDO, FL 32808 Fax: City, State Zip: State License No.: CGC1518212 ArchitectlEngineer Information Name: N/A Street: Phone: Fax: City, St, Zip: E-mail: Bonding Company: N/A Mortgage Lender. N/A Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify dial no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work. plumbing, signs, wells, pools, furnaces, boilers, bates, tanks, and air conditioners, etc. FBC 105.3 Shill be inscribed with the date of application and the code in effect as of thatdate: 6* Edition (2017) Florida Building Code Remed: lattmry 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 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 constructi and zoning. I Signa caner/Agent Date Si ofb6ntrac ent Date kr7JK -A. Print Owner/Agent's Name Print SignatuFr/Aggent ate of Florida Date EENUS 59175 2018 Personally own to Me or roduced ID _" Type of ID EL DI 0•0A Notary Public State of FloridaSuzanneBaltzleyyYMyCommissionGG160896 SOP Expires 12/02/2021 Agent is Personally Known to Me or A ID Type o BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No UTILITIES: WASTE WATER: ENGINEERING: wRwRr. wr•ro. FIRE: BUILDING: 9-A LIMITED POWER OF ATTORNEY Date: Lo -19 -1 g hereby name and appoint to be my lawful attorney -in -fact to act for me and apply for a l permit for work to be performed at the location described as: Z3 Z LOC iota ' Sal,,,t rt Address of Job) Owner of Property) And to sign my name and do all things necessary to this appointment. Signatu Certified Contractor Scott A. Varga (CGC1518212) Printed Name of Contractor and License Number STATE OF FLORI A COUNTY OF The fore oing instrument was acknowledged before me this )A day of who is personally known to me or has produced of identification) has identification. Asignat of Notary Public, to e o to Suzanne Baltzley Print/Type/Stamp Name of Notary Public SEAL) a NNotary Public State of Florida Suzanne BaltzleyMCommissionGG160896 Expire s 12/02/2021 20 19 , by . type SCPA Parcel View: 10-20-30-5CU-OH00-0040 Page 1 of 2 CFA Property Record Card I// M Parcel: 10.20.30-5CU-0H00-0040 Q&44=Cck" .rrLCWMA Property Address: 232 LOCH LOW DR SANFORD, FL 32773 Parcel Information --------------------- ----- -- --- -I ;Value Summary -- --- --- Parcel 10-20-30-5CU-OH00-0040 Owner(s) HALLAM, KENNETH A Property Address 232 LOCH LOW DR SANFORD, FL 32773 Mailing 232 LOCH LOW DR SANFORD, FL 32773 Subdivision Name HIDDEN LAKE UNIT 1-D Tax District St-SANFORD DOR Use Code 01-SINGLE FAMILY Exemptions 00-HOMESTEAD(2003) 1 / 106 3A yam. 1y ,o04 3 1 75 J , 75 s. 2z 95.88 GI Legal Description - - - - -- -- -- - - -- - - --- - -- - - LOT 4 BLK H HIDDEN LAKE UNIT 1-D PS 17 PG 58 2018 Working 2017 Certified Values Values Valuation Method I Cost/Market Cost/Market Number of Buildings - 1 --- -- 1 - - --- Depreciated Bldg Value I $98,559 80,543 Depreciated EXFT Value 600 600 Land Value (Market) 30,000 25,000 Land Value Ag Just/ Market Value " 129,159 106,143 Portability Adj- Save Our Homes Adj 59,391 37.810 Amendment 1 Ad/ O P& G Adj - - - 0 so Assessed Value 569,768 68,333 Tax Amount without SOH $1,233.00 2017 Tax Bill Amount $596.00 Tax Estimator Save Our Homes Savings: $637.00 Does NOT INCLUDE Non Ad Valorem Assessments Taxes i Taxing Authority Assessment Value Exempt Values Taxable Value. County General Fund 69,768 544,768 25,000 Schools 69,768, 25,000 44,768 City Sanford 69,768 • 44,768 25.000 SJWM( Saint Johns Water Management) 69,768 44,768 25,000 County Bonds 69,768 544,768 325,000 Sales Description Date Book Page Amount Qualified Vac/Imp CORRECTIVE DEED 12/1/2007 06899 0621 $100 : No Improved QUIT CLAIM DEED 10/1/2004 05503 691 100 No j Improved WARRANTY DEED 12/1/2002 104688 0001 113,000 Yes Improved SPECIAL WARRANTY DEED 8/1/2002 04494 1783 73.000 No Improved SPECIAL WARRANTY DEED 6/1/2002 04440 0750 100 No Improved CERTIFICATE OF TITLE 4/1/2002 04393 0458 100 No i Improved WARRANTY DEED 4/1/1997 03221 0150 74,900 Yes Improved SPECIAL WARRANTY DEED -- - 6/1/1996 03092 0978 547,800 No - - Improved CERTIFICATE OF TITLE 6/1/1990 02187 0512 100 rNo Improved SPECIAL WARRANTY DEED 5/1/1990 02213 0533 100 No rt - - - - Improved Page 1 of 2 (12 items) (1) 3 Find Comparable Sales Land - •- -- • - — http:// parceldetail.scpafl.org/ParcelDetaillnfo.aspx?PID=1020305CUGH000040 6/11/2018 3020 Mercy Drive / 7711 Anderson Rd. OrlaWit. Fl. 32SOX U091 ( 7 Tampa. IT 33634 407)"770-0134 WINDOWS & DOORS 0 (813)514-9190 ptiL+[/oY- i FI- Lic. W CGC151821_-7 r-7 yam' o6sv Nano: CC',""r_•es('r- l _ IrN 11 _Lt, I — "'!Tote l' linud: tedbWe. the ow aped,) ofthe preraon Je.cnhrd Mow, heran.oper rehrnd to a, ••liner" oller to colonel with rAS \Vmduws R Uteors, herainaflel related to as "FASWU In (maul all rNleru6 It X. Muw for me m dr friction- loomed at: Is them a Ilororowrrn Assoeiaween! . Yes X. iZ3 a a eH cA l-J TJ [-1, sol"i-KiMUP, t--L- tteeeeel 11'n)o Isrete rZipl Clmgrululatluns on your purchase of the Dnens hone impro,emeni prodnucts IntheIndusttoday: Rclow are the nonv's and congacl Information of key people in,ohed with your purchase. We helioe thul communication Is the pathnay In success: Plcaw contacl the people bolo» of any time rnardine +our Purchase and/or Installation. Imtalluthon Customer Cnre Yoo will hecontacted bya msmbcr ofyour Inaallition Ilan) to discus the [it the even/ that you hive on) qucssion, or coot • s e^ ' ty }ty tylfs r or door fe•llowing: inslalimion. please do not h"I'" `M1f lj your I. Confirm receipt of )our contract and review spccilicatiems. Production l"mRduuleu, or (i . your Production Schedule a time far the tight measure. Manager. al I • e t li, cr on any 3. Identify an approximate installation sun or dell, cry date. of uur promiststo you. pleaseeonucl us m 41 ' r "' S. Ans, ur uny concerns you may base elated to the project. rr n Y.•l rIn n Il.L..•.. Dr• 1—F n xb>ra n hntua n hf.,ed please now all pro sptcmeamma, nnpn. naruww.. min am range actmu in elm• wits. Special I m inrellocos: Please read roe f llun•ing bold 0 pr andinWal corresponding fine. Rill down are noonfinhbrd. Failure to paint or slain du lm In a timely manner may, affect yoor right, under the manufacturer's warrml. Not Applicable uycr InRhtis: Verbal undentandln_ s and agreements ,vIih represenlothe shall not be binding. All understandings and agrevrnrnl, musl be set forth In writing in this Contract. 1 understand and recognize all terms and condition on the front and reverse or this contract nail am initialinL go indicate my complete understanding. IS sea inilirls: IIUHRICANE PRO' 11(MON I acknowledge shut 1 am the owner of the residence and base contructed with FAS%VD to replace nindo„s/doors. The home Is located in on impact rune and I base ,%ioiggr hurricane proreclion equipment glint complies svilh local jurisdiction. FASWD will elm he liable if my existing protection equipment l deemed btudegnalc b, the lurul gosermnrol in,prelor after my windows are Installed. In the even/ that my hurricane prutecton equipmenl fails inspection. 1 understand that FASWD w111 supply appropriate materials at a cost to me of S.17$.00 per opening. I am initialing to indicate my complete undemmading. Ctti Applicable I )er i tiab: NO'I' E:'rhr warranty, prn,klons a, soled on the re'scrw havebeen explained and I/We understand them fully. Additional provisions and w• •s are slated on the reverse side nod are parr of this contrucl. Iiu)cr Initials: me 1 OrAI. PRICEIll awl : Labor k /lalrnals (Including. any apphcuhle di>wmnis p Hypos Cred' ISubject in the appru.al of the Credo Depanmem) Credit Apprmul Coolie - Credit yard IPlease fill loot soeldcardInforoutien shrol, Cash (Fool 1'a) mrnlpa,abk In In>W lko up>n complcbml dill IOTAI.: .. l / 1r 1'AN ( IIELIVERYOIt PICK lip NI.V): GR,\NU II)TAL: 3 ?We /oo DEPOSI r REQUIRED: 17 7 T 1.11.. 1NCEDOE: • 91CM-90— 11 this I<a acJn uamaca,m. the aprr o m arJn /rp mcJ in a fel—kile dnrumrnt whwh i> iew-nlponted heron by rrle •me onJ made u pan hnwd. IN WITNE S \YIIIiREOFII yalat ha,chereotnosigned /lava rutnrf,d ghrz Ja) of _.ling and a,Lmew ledge Iscegn of a true cap) of Nu Coloract and emk>< edbm. rs,• .pecil'Kd, it w emdasheed that the Rorer is read, k w.n4 1.. arum 1 on. Ile• Uu.erll. ma) r w,lthis Irrom.cilnn at am time prim• to midniehi of the thirdpay afsrr shr date of thisIramardon. ?Lmature atrlsrd below acts as ore Opt that bu)rr>I I rrrhal opproprbn•ranerlluslon formes ee•rrsrnr sole far Jrtuil,. onaYr 1 L.aems fi Istusil V'Yall U P1. dab \IYur<r plop i Rl:\•rR aVl' ER. D— C G PL LN. IMe Uuy'rlsl endemand. that Ibo docmnenl does nor eorwoute a >u1d •nd budmg Cowling lur an) purpe•se rook» and until it o sepwil and acceptedb) an aoaboaeWrepre3entawne of FA%Wl). All arnounudue uda this agoInca/ ,lull he paidupon the date specified 1<tin, if en sa mu. orupon the dny the lastof thew L noPoeducls nn furashel totheRoger. Pu+ldueomoruts am +object toa srrswe Jorge of Ia-r pro annnm form the due dam, lu)a apees u, pa) FASSVD all cools of rn(nceorwou w eolkolpnwroreltading reasonable attoreey fete, whether nr our a Iawwil i+ cummeoeed a. a pan orthr eollevoun pnue ss. Ian Contract aril the apeenoent (w rr •dtldany, shall eonsurue the entire aparowm baweca the panic,. which entire opeenrm and spadirnons shall ma he .chard orrmdrl'eed rscepoh) urinenupwinenobeowcar the panichereto IN IIIL I:VI:\ r MIS l'U\IRIsCI' IS NOI' A('CI;PIED Dl' FAS%Vl). ANY PAYM01'I' MADI:. 111:14I:UNDER SIIALL 1117 KF.I'UNDE•D IU1111: UUYL'R(S) AND MECOxrRACT SIIAL). RE NULL AND VOID AND OF NO EFFECT. FASVD IS ','Or Ri:SPONSIRI.E FOR EXISTING STRUCrVRAI. DI?FCCTS. DRY ROr OR CUUI, VIOUotTIONS. RI'sPAIRING. PU\ SI EKING. CARPE\1 RY AND OR UECORATINA ARC NOT INCI.UDED UNLrSS SPECIriCALLY CIIARGED FOR AND SPECIFIED IN W RI 1'ING HERON. MIS,- _ f11 _ W bile Copy IUlrscr) CountyCopy (Prmluclinn) Pink fop) (Buyer) U0© VA DOWS&DOORS Job ID y 1Customer Address .VZ G if G ,. 8 P i' DON' T FORGET *Mean Roof Height *Comer *Room IDs No. ITYDe I DP Project Diagram Sales Rep /Ll It/as Size I SHGC I U•Faetor s3_ © ZY CD 1 6© p OD kT A C7 m De>s> o0"' acmv Piz- 4Q(a VZi mZDOmK Da°°O-i.:.I cosDo o 7- 0nZD=00m rn`- m0 ZM"0 050-Vm:n 67,w &,-s tieG-- 17- 13, A10rWLIOW-eo'"ZsDXm ZX0 Z g Amy - tom Z m 1 1 b+ 1 3S 1 P- x 41c( I I Ig 1 13r 1 DW I ns i sz x `ty 1 /. n I 13 1 f3136x 'I I I t YI f3k 4 1 DN I 431 J6 x qct I f (,1 31 1 5 1 1 35-1 sex tic? I ,Zd t3( 1 61 bH 1 50 1 Se- x 37 I z-11 71 1 357 1 57Zx q i rL11 81 I I x I I 91 I I x I I 101 I x I I i 11 I I I x 121 I I x 131 I I x 1 1 141 I I x I I I 151 1 I x I I 161 I I x I I I I I 181 I I x I I i 191 I I x74 II2 I I x 241 1 x I I 1 x t I xoM IIx1 I x I I I Printed On: 4/26/2016 at 2:44 PM rn 3mDm _ MMOvi T 0p MoZ0CD0MZMZUZ4mn;NI R1Page I of 1 r 1/3/2018 Florida Building Code Online Business & Professional Regulation rrrg- SCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats a Facts I Publications I FEIC Staff I BCIS Site Map I Links Search rM ll SuApproval r9USER:Public User b r M Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL5167-R26 Application Type Revision 5167.13 Code Version 2017 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Simonton 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 Double Hung 5050 Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By American Architectural Manufacturers Association Referenced Standard and Year (of Standard) Standard Year AAMA 450 2010 AAMA/ WDMA/CSA 101/I.S.2 A440 2005 AAMA/ WDMA/CSA 101/I.S.2 A440 2008 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FI 5167R26 Eouiv EvalReoort.odf hitp./ lwww.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQvADgtZMlu87gOKmCLAC9nEO%2bU7vC78rsg9%2bOFkvm5rmcyNsw%3da/o3d1/6 1/3/2018 Florida Building Code Online Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: 36x72 (+/-30 PSF), 48x80 (+/-30 PSF), 53x71 (+/-35 PSF, 44x63 (+/-35 PSF), 48x80 (+/-35 PSF), 36x63 (+/-45 PSF), 44x63 (+/-45 PSF), 26x76 (+/-50 PSF) & 36x74 (+/-50 PSF), 32x62 (+/-50 PSF) FL5167 R26 C CAC 43-17 DH (Fin) 2606 R50.odf FL5167 R26 C CAC 43-17 DH (Fin) 44x63 R PG35 (ext.).odf FL5167 R26 C CAC 43-17 DH (Fin) 48x80 R PG30 (ext.).odf FL5167 R26 C CAC 43-17 DH (Fin) 48x80 R35.Ddf FL5167 R26 C CAC 43-17 DH (Finless) 3604 1150.Ddf FL5167 R26 C CAC 43-17 DH (Finless) 48x80 R35.odf FL5167 R26 C CAC 43-17 DH 32x62 RSO.odf FL5167 R26 C CAC 43-17 DH 36x63 R PG45.odf FL5167 R26 C CAC 43-17 DH 36x72 R30 (ext.).odf F S167 R26 C CAC 43-17 DH 36x74 RSO (ext.).Ddf FL5167 R26 C CAC 43-17 DH 44x63 R4S.Ddf FL5167 R26 C CAC 43-17 DH 5301 R3S (Fin) (Ext.l.Ddf Quality Assurance Contract Expiration Date 10/26/2019 Installation Instructions FL5167 R26 11 IN0096 43-17 DH 2X.Ddf FL5167 R26 11 IN0254-11643-17 DH 1X.Ddf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5167 R26 AE EvalReoort-IN0254-R6.odf Created by Independent Third Party: Yes 5167.10 43-17 Profinish Contractor, ProFinish Master, PerfeXion Contractor Vinyl Double Hung T-mulled Twin Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5167 R26 C CAC 43-17 DH Twin 72x74 R PG45.Ddf Approved for use outside HVHZ: Yes FL5167 R26 C CAC 43-17 DH Twin 73x63 R PG35.Ddf Impact Resistant: No FL5167 R26 C CAC 43-17 DH Twin 89x63 R30.Ddf Design Pressure: N/A FL5167 R26 C CAC 43-17 DH TWln 96x80 R PG25.Ddf Other: 96x80 (+/-25 PSF), 89x63 (+/-30 PSF), 73x63 (+/-35 Quality Assurance Contract Expiration Date PSF) & 72x74 (+/-45 PSF) 10/30/2021 Installation Instructions FL5167 R26 11 IN0099 43-17 DH Twin 2X.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5167.11 43-35 (Two -Step Sill) 6100 VantagePointe, Asure, PerfeXion Silver Vinyl Double Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5167 R26 C CAC 43-35 DH 36x72 R30 (Ext.).Ddf Approved for use outside HVHZ: Yes FL5167 R26 C CAC 43-35 DH 44x63 R25 (ext.).odf Impact Resistant: No FL5167 R26 C CAC 43-35 DH 46x84 R25 (ext.).odf Design Pressure: N/A FL5167 R26 C CAC 43-35 DH 48x80 R35 (ext.).Ddf* Other: 44x63 (+/-25 PSF), 46x84 (+/-25 PSF), 36x72 (+/-30 FL5167 R26 C CAC 43-35 DH 52x71 R35 (ext.).Ddf PSF), 48x80 (+/-35 PSF), 52x71 (+/-35 PSF) Quality Assurance Contract Expiration Date 01/24/2021 Installation Instructions FL S167 R26 11 IN0105 43-35 DH 2X.odf FL5167 R26 If IN0568-R3 43-35 DH 1X.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5167 R26 AE EvalReoort-IN0568-111odf Created by Independent Third Party: Yes 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: 73x 111 6100 VantagePointe, Asure, PerfeXion Silver Vinyl Double Hung TWin with Transom Certification Agency Certificate FL5167 R26 C CAC 43-35 DH Twin w Transom 73x111 R35 ext).Ddf FL5167 R26 C CAC 43-50 DH AAMA 450 R35 73xl11 ext. ).Ddf Quality Assurance Contract Expiration Date 01/24/2021 Installation Instructions FL5167 R26 11 INOS3S 43-35043-50 DH Twin with Transom 2X,od 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, PerfeXion Gold Vinyl Double Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FI 5167 R26 C CAC 43-40 DH 32x62 RSO.pdf Approved for use outside HVHZ: Yes FL5167 R26 C CAC 43-40 DH 36x63 R45.Ddf http.//www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtZMlu87gOKmCtAC9nEO%2bU7vC78rsg9%2bOFkWw5rmeyNsw%3d%3d 4/6 1/3/2018 Florida Building Code Online 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) FL5167 R26 C CAC 43-40 DH 3602 R30.odf FL5167 R26 C CAC 43-40 DH 36x74 R50.odf FL5167 R26 C CAC 43-40 DH 44x63 R PG45.odf FL5167 R26 C CAC 43-40 DH 44x63 R_35.odf FL5167 R26 C CAC 43-40 DH 48x80 R35.Ddf FLS167 R26 C CAC 43-40 DH 5201 R35.odf FL5167 R26 C CAC 43-45 DH 5201 R35.odf FI S167 R26 C CAC 43-45 waiver to 43-40.odf Quality Assurance Contract Expiration Date 09/12/2021 Installation Instructions FL5167 R26 II IN0432b 43-40 43-45 DH 2X.Ddf FL5167 R26 II IN0434-R6 43-40 43-45 DH 1X.Ddf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5167 R26 AE EvalReoort-IN0434-R6.Ddf Created by Independent Third Party: Yes 5167.14 43-50 (Three -Step Sill) 6100 VantagePointe, Asure, PerfeXion Silver Vinyl Double Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5167 R26 C CAC 43-SO DH 32x62 RSO (ext).Ddf Approved for use outside HVHZ: Yes FL5167 R26 C CAC 43-SO DH 36x63 R45 (ext).odf Impact Resistant: No FL5167 R26 C CAC 43-50 DH 3604 R50 (ext).odf Design Pressure: N/A FL5167 R26 C GAG 43-50 DH 44x63 R45 (ext).odf Other: 52x71 (+/-35 PSF), 36x63 (+/-45 PSF), 44x63 (+/-45 FL5167 R26 C CAC 43-SO DH 52x71 R35 (ext).odt PSF), 32x62 (+/-50 PSF), 36x74 (+/-50 PSF) Quality Assurance Contract Expiration Date 01/25/2021 Installation Instructions 43-50 DH 2X.odfFL5167R26IIIN0432 FL5167 R26 11 IN0569-113 43-50 DH 1X.Ddr Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5167 R26 AE EvalReoort-IN0569-113.Ddf Created by Independent Third Party: Yes 5167.15 75-75, 75-09, 07-75, 07-09, 07-10 and 07-20 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: 48x80 (+/-25 PSF), 53x74 (+/-30 PSF), 48x80 (+/-35 PSF), 52x71 (+/-35 PSF), 53x80 (+/-40 PSF), 36x63 (+/-50 PSF), 36x74 (+/-50 PSF) 5167.16 175-75, 75-09, 07-75, 07-09, 07-10 and 07-20 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: 109x74 (+/-50 PSF) Reflections 5500, Generations, Impressions 9800, 6500 VantagePointe, PerfeXion Platinum Vinyl Double Hung Certification Agency Certificate FL5167 R26 C CAC 07-09-10-20 and 08-09-10-20 Walver.Ddf FL5167 R26 C CAC 07-10 07-20 to 07-09 Waiver.odf FL5167 R26 C CAC 07-75 DH 48x80 R PG35.Ddf FL5167 R26 C CAC 07-75 DH 53x74 R PG30.odf FL5167 R26 C CAC 07-75 DH 53x80 R PG40.odf FL5167 R26 C CAC 07-75 waiver to 07-09.odf FL5167 R26 C CAC 75-75 DH 36x63 R PG50.Ddf FL5167 R26 C CAC 7S-75 DH 3604 LC50.Ddf FL5167 R26 C GAG 75-75 DH 48x80 LC PG25.odf FL5167 R26 C CAC 75-75 DH 5201 R PG35.odf Quality Assurance Contract Expiration Date 03/25/2020 Installation Instructions FL5167 R26 II IN0113 75-75 76-09 07-75 07-09 07-10 07- 20 DH 2X.Ddf FL5167 R26 11 IN0132-Rio 75-75 76-09 07-75 07.09 07-10 07-20 DH 1X.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5167 R26 AE EvalReoort-IN0132-R10.odf Created by Independent Third Party: Yes Reflections 5500, Generations, Impressions 9800, 6500 VangtagePointe, PerfeXion Platinum Double Hung H-Mulled Triple Certification Agency Certificate FL5167 R26 C CAC 07-09-10-20 and 08-09-10-20 Warver.odf FL5167 R26 C CAC 07-75 waiver to 07-09.Ddf FL5167 R26 C CAC 75-75 DH Triple 109x74 R PG50.Ddf Quality Assurance Contract Expiration Date 09/13/2021 Installation Instructions Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: hitp://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQvADgtZMlu87gOKmCtAC9nEO%2bU7vC78rsg9%2bOFkWw5rmcyNsw%3d%3d 5/6 MODEL DESIGNATION: Slrnonton Double Hung Series 43.40143.45 Vk1T1 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 Iambs are extruded PVC. The wag thickness through whiltl the anchor screw penetrates is a minunum o/ 0.142'. Lucas Tumer 2017-12-01 11.05+19:00 SIZE CHART OVERALL SIZE DP RATINGWIDTH W. HEIGHT W 3r 72' t30 PSF 44- e3' t35 PSF48' e0' 52' 71' 38' BY t45 PSF 44' 83' 37 82' t50 PSF 38' 74' zI-11- 12/01/2017 LUCAS A. TURNER, P E. FL PE / 58201 TURNER ENGINEERING h CONSULTING, INC. COA # 29779) 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 QATE I • I ADDED MOL EDW 0111. NOR I •,e I OVIV13 1 SUBSTRATE BY OTHERS SILICONECAULK SEE NOTES IS 16. SHEE7 2 Irl- ONE CAULK OTES 16 A te. SHEET 2 SHIM HEAD 1 Lh 1M' LUX SHIMSHIM SILJICONE CAULK SILICONE CAULK SEE NOTES 15 A 16 SEE NOTES 15a 18 SHEET 2 SHEET 2 SUBSTRATES BY OTHERS SILL DISCLOSM ITATe••R III.Omw•a • b OW" •llw W10111y6 •IItA MWO F1p1011sy iewlyiseuaNle n•or. iM ma•m •pwb.lell•1•ypil• maw •.O..Ommpfl YI•+• nvb 1• m.m..O. ngTAoO w.Ici er M sr•wmlwal•,•btis•b nr.rmnerIa iD••bkn tr11w•NMM MYen WY O••wNw•bmY• bDnd nv 4D1 w Aeo•M 10uF a,•m nlsn•l•1 mlYNO In Onae••1 1 m • f tialu•a bn •nO•row• MIN. EMBED. SEE TABLE 1. SHEET 2 SIUCDHE CAI" SUBSTRATE BY OTHERS SEE NOTES 15 a 18. SHEET 2 INSTALLATION FASTENERS tp• MAX SHIM SEETABLE 1, SHEET 2 , MIN. EDGE DIST.. SEE TABLE 1, SHEET 2 SILICONE CAULK J SEE NOTES 15a 18. SHEET 2 JAMB Ol11VwWW Td- 00SIMONTON' q• UAIOTw•6•SO• W40 1 M D O v 1 Cmho Arms 080-11 MIDI• tmmhmD, AN 26415 SCALC FIT 1•liX. 00 SEWESJOI. 01 0. 30mY1. J=. MS TO/•Y•100114f MODEL DESIGNATION: MAXIMUM OVERALL NOMINAL SIZE: DESIGN PRESSURE RATING: USABLE CONFIGURATIONS: GENERAL DESCRIPTION: Simonton Double Hung Series 43-17 Vinyl Window See Size Chart See Size Chart x X The head, sill, and side jambs are extruded PVC. The wall thickness through which the anchor screw penetrates Is a minimum of0.14r. TARI r 1 iNfiAl I ATI(1N rACTFNrR[ TARI F ID SUBSTRATE TYPE ANCHOR TYPE MIN. EMBED IN. EDGE A CONCRETE 2 KSI MIN. 3/16' ITW TAPCON 1-1 2' 1 1 8' B HOLLOW OR OU —FILLED CMU 3/16' ITW TAPCON 1' 2ASTMC90117PCFMIN. C 2xG MIN0.55 SOUTHERN PINE WOOD 3/16' ITW TAPCON 1-3/8' 3/4' D 2x MIN SOUTHERN PINE WOOD 110 WOOD SCREW 1-3/8' 3/4' G-0.55 E 16 GAUGE 0.060 MIN STEEL 10-16 17W TEKS FULL THREAD 1 1/2' STUD 33KSI YIELD MIN. SELF —DRILLING SCREW F 1 8 ALUM. 5053— 5 MIN. OR 110 GRADE 5 SELF —TAPPING FULL THREAD 1/2- 1 8' STEEL 36 KS1 MIN. DRILLING SCREW 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 byASCE 7 Minimum Design Loads for Buildings and Other Structures do not exceed the design pressure ratings herein. 2. For anchorage requirements in various substrates see Table 1. A minimum distance of 3' shall be maintained between any two Installation fasteners. 3. All interior and exterior perimeter surfaces of the window must be caulked. 4. Anchor type, size, spacing, embedment, and edge distance shall be as specified in these drawings. S. Anchor embedment to substrate shall be beyond wall dressing or stucco. For masonry openings with wood bucks less than 1-1/2'thick, embedment shall be beyond wood bucks, if used, and into masonry substrate. Wood bucks with masonry are optional. 6. Wood or masonry openings, bucks, and buck fasteners, by others, shall be properly designed and installed to transfer wind loads to the structure. 7. The responsibility for selection of Simonton products to meet any applicable local laws, building codes, ordinances, or other safety requirements rests solely with the architect, building owner, or contractor. 8. Shims are required where gaps of greater 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 extemal protection. 10. Sealing and Flashing by others should be applied using the ASTM E 2112 methodology appropriate for the opening Into which the product Is being Installed. Overall water penetration resistance of the Installed product is not addressed in this drawing and is the responsibility of others. 11. Glazing shall comply with ASTM E 1300.04. 12. All fasteners penetrating Into pressure treated wood shall be capable of preventing corrosion due to reaction with pressure treatment chemicals. Any dissimilar materials that come into contact shall be protected to prevent reactions in accordance with code requirements. 13. A wind load duration factor Cd - 1.6 was used for the analysis of wood screws only. 14. Products shall be constructed as specified in test reports D2310.01.501.47, C3S26.01-SO)-47 and C3522.01.501.47 by Architectural Testing, Inc - Springdale, PA and C5630.01-109.47 and C2276.01.109.47 by Architectural Testing, Inc - York, PA. I 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. Cleaning of all surfaces should be done the same day of which the silicone caulk is to applied. 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 new window(s). Use a backer rod on all joints >3/4' deep and/or wider than 1/4'. Finished caulk joint should be a minimum of 3/8' deep and make full contact with both the newwindow and structural opening surfaces. Silicone caulk should be forced into joint or compressed to assure full contact on both surfaces and to expel any air pockets. ZZ 12/01/2017 LUCAS A TURNER. P.E. FL PE P 58201 TURNER ENGINEERING Ar CONSULTING, INC COA B 29779) 1239 JABARA AVE. NORTH PORT. Fl. 34288 PH 941-380-1574 1/3/2018 Florida Building Code Online ry ProfessionalRegulation r SCIS Home I Log in I User Registration I Hot Topics I Submit Surcharge I Slats a Facts I Publications I F8C Staff I SCIS Site Map I Unks ( Search rl yl r ®Product Approval a! I USER: Public User i m product Aooroval Menu > Product or Application Search > Aoolicauon tst > Application Detail FL # FL14787-R3 Application Type Revision 14787.1 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 EvalReoort-11M0015 r7.odf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code hilp:llwww.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQvADqueufsxW4GVzb8cSKBvJ%2f5cWptwJvcirismuaPreauxgQa/o3d%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 Il 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. FI 14787 R3 AE EvalReDOrt-RM0015Br7.odr See installation drawings for applicable design pressure rating. Created by Independent Third Party: Yes Back Nett Contact Us :. 2601 Blair Stone Road. Tallahassee Fl. 32399 Phone 850-e87-IB2e 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 electronicmailtothisentity. Instead, contact the Office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. 'Pursuant to Section455.275(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 personaladdress, 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 b . Product Approval Accepts: M ® ®OMER Credit Card Safe http.11www,floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQYADqueufsxW4GVzb8cSKBvJ%2f5cWptwJvcirismuaPreauxgQ%3d%3d 212 AMON10 f o w..e •.c .o.®n - r.,s w, sm-.n-zt.s EXTRUDED NON —IMPACT VINYL MULLIONS WITH ALUMINUM REINFORCEMENT ALL NON —IMPACT WINDOW SERIES LARGE MULLION REINFORCEMENT CM0146 ALUMINUM 6063-T6 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 CM01 46 LARGE MULLION REINFORCEMENT #16991 ALUMINUM 6063-T6 Lfi_ 0 flu PROFINISH LARGE VINYL H-MULLION COVER #VPI-560 EXTRUDED VINYL 0.079" MIN. RETROFIT LARGE VINYL H—MULLION COVER #VPI-354 EXTRUDED VINYL 0.071" MIN. 4000 SERIES LARGE VINYL H—MULLION COVER #VPI-354A EXTRUDED VINYL 0.071" MIN. MEDIUM MULLION REINFORCEMENT #16990 ALUMINUM 6063—T6 PROFINISH MEDIUM VINYL H—MULLION COVER #VPI-346A EXTRUDED VINYL 0.071" MIN Lucas Turner 2017-10-18 11:15+20:00 REVISIONS DESCRIPTION DATE BY e 2007AddedSheet 8. , inp 04/15/2011 JRM doled 1 wealdnotes she t Ot/20/2012 CAP UP ra nqs c or on er mullion Comm/ 2012006T.D.D. per 5lh Ed (2014) F8C 4/25/201 LAT Note 1. Sheet 1 10/03/2017 LMH MEDIUM MULLION REINFORCEMENT #20634 ALUMINUM 6063-T6 hD=l RETROFIT MEDIUM VINYL H-MULLION COVER #VPI-436 EXTRUDED VINYL 0.070" MIN. 4000 SERIES MEDIUM VINYL H-MULLION COVER #MP0347 EXTRUDED VINYL 0.070" MIN. 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 010 NOT ADDRESS AIR OR WATER INFILTRATION. OVERALL WINDOW ASSEMBLY ALLOWABLE DESIGN PRESSURES SHALL BE THE LOWER OF THE MULLION PER THIS APPROVAL OR THE SIMONTON WINDOWS PER SEPARATE PRODUCT APPROVAL. 2. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN SIMONTON HEREIN. fIMON1W 1 tows[ -1 r¢.rmnen w ».1r EXTRUDED NON —IMPACT VINYL MULLIONS WITH ALUMINUM REINFORCEMENT ALL NON —IMPACT WINDOW SERIES r MAXIMUM SINGLE MNOOW MOTH VANOOW TYPE WINDOW MOTH DOUBLE HUNG HORIZONTAL SLIDER CASEMENT FIXED MULLION TRIBUTARY MOTH = SUM OF ZONE 2 WINDOW WIDTHS REVISIONS DESCRIPTION DATE BY eA3e per or a BuildingCodeAddedSheetS. 4/15/2011 JRMPev'sed per 1 orlda u1 1ng1Code.0 dated eneral notes eh .1 20 2012 p CAP a ed ra ings a or an added new mullion covers. 06/20/201 T.D D. Revised per 5lh Ed. (2014) FBC 4/25/201 LAT Updated Note 1. Sheet 1 10/03/2017 LMH TABLE A — MAXIMUM DESIGN PRESSURES (PSF) MULLION # CM0146 4 1/16' 7/16' 3 1/e' o 3 13/16' 3 3/e• 3/1e• ALL FIN & J FRAMES H-MULLION LARGE MULL REINFORCEMENT HCM0146 LARGE VINYL MULLION COVER NVPI-573 `,1111111111",, ALUMINUM 6063-T6 EXTRUDED VINYL .071' MIN. ,` PNO W C ENgF..'Qy No 59201 .9 S 9O; STATE OF W Z I SIMONTON'" fir SEE NOTES SHEETS 6. 7. AND 8 FOR REOUIREO ANCHORAGE INFORMATION. sIKoM 1 H10DAAK .K RANSO10, w NNI! Na P•<3-S1q EXTRUDED NON -IMPACT VINYL MULLIONS WITH ALUMINUM REINFORCEMENT ALL NON -IMPACT WINDOW SERIES 144• MAX (2) UNIT WOTH CHART FOR SINWE SEE CHART FOR SINGLEUNITMAXWOTHtUNITMAXWOTH J 1/J- 1/2• PROFINISH H-MULLION LARGE VINYL MULLION COVER #VPI-560 EXTRUDED VINYL .079" MIN. MAXIMUM SINGLE MNOOW %MOTH WINDOW TYPE WINDOW WIDTH SINGLE HUNG DOUBLE HUNG HORIZONTAL SLIDER CASEMENT FIXED MULLION TRIBUTARY VAOTH - SUM OF ZONE 2 VANOOW VADTHS SEE NOTES SHEETS 6. 7. AND 8 FOR REOUIREO ANCHORAGE INFORMATION. TABLE 8 - MAXIMUM DESIGN PRESSURES (PSG) MULLION #16991 ITdralmlUlm N'dlh 36 1 60 1aA :J 36 1 60 1 6. 66 gc 2 AO Aa u 7: 16 60 6+ 6: 6 as a", an!a isa Sisa ar!a aiSa a sa aso awl a"IA7a aHisa aria au!a ai: sa aasa aIr!a alasa!a aa!a aIT7a asa Ezra aa7a a!a a a!a a4!a alr7a ar!a s, ar7 aTsa s sa7a ac:a a"asa •a aroa ion as!a ara ati!aaa!a auoa a,'6!a t6Sa a'63a ar' S13aa 0a t6!a a.67a t6oa tssa a3sa a4` aJ3a a.6!a t60a as7a as7 SDa t70a fiSa LT1) t60a !!a a;S.ia t'Aa t+.`a t+Sa Sro) t 7a °6) t7oa <+Sa t7a L+Oa asa aria TSa a:!a a.-oa a'60I S37a tSOa Sa t+ba acsa aria aria mat roa t60a a'73a a'7oa t+.'a mon arse arsa aa7a arlJa a 37 t6)a aiSSa t+-`a t•Oj® tea asa alTsa sa a!a a aa t l sa L Sa JOJ 19+0m acsa aria sa is, roil t6J) 77a Sa s0a a;17!a t®a t".a a70a t+!a L+Oa +O) L+Oa t6:a 31a tea Sa L+Oa t+0a 37 .:Y:;33'a• Y31D j37b[<+pr3lil o-..?5:.. 37-. 3S. 37,"' 54 a Jo So 30 0 30 30 30650 SSS) IIII Sa +o''0yt`' ".3< )< , " 17 • , I 9: t'3a Sso7 +s tw> 13. d3 3! 30 So So 2` 30 z< a6 ts7 ra t7 a40=Ss " 0 =s 30 30 3ro- 7/16• 2 7/16- 71 RETROFIT H-MULLION LARGE VINYL MULLION COVER #VPI-354 EXTRUDED VINYL .071" MIN. J J/r 7r6' 2 7r6• 0 Z 7 bn 4000 SERIES RETROFIT H-MULLION LARGE VINYL MULLION "COVER #VPI-354 EXTRUDED VINYL .071" MIN. r II —f Jr6•-i LARGE MULL REINFORCEMENT #16991 l111....... ALUMINUM 6063-T6 SIMONTON OOO wL •K •R<••m0110. w »•! EXTRUDED NON —IMPACT VINYL MULLIONS MATH ALUMINUM REINFORCEMENT ALL NON —IMPACT WINDOW SERIES 144' Y<[ (2) UNIT wom- SEE CHART FOR SINGLE SEE OURT FORUNITYN( WIDTH t UNIT Y<X W 3 ij la3 MAXIMUM SINGLE MANOOW WIDTH MANOOW TYPE WINDOW WIDTH SINGLE HUNG DOUBLE HUNG HORIZONTAL SLIDER CASEMENT flxE0 MULLION TRIBUTARY WIDTH - SUM OF ZONE 2 WINOOW MAOTHS REVISIONS DESCRIPTION DATE BY e eAdded She2007eta ul n9g 04/15/2011 JRM dated eZWOneroldnoles eh[ 101/20/2012 CAP ro Inge CnOrt QnG muN•on corers 06/20/2012 T 0.0. per 5th Ed. (2014) FBC 4/25/201 LAT Note I. Sheet 1 10/03/2017 LMH TABLE C — MAXIMUM DESIGN PRESSURES (PSF) MULLION #16990 ltdn•dtell UIIII Widdl 24 25 32 1 36 40 1 JJ 1 48 32 56 60 1 67 65 eo iT ics)• "?)• fib il, M4M mi5m r 4s iisl• sJ iii!• fi' ii!• fi ) ills IIIIIIIII10M MM i6il Ek= y 52 iiJ poi lion iron w mil• o>• t6 t6o bo ifs zi> W,sm mm E:s= WIM iisl 3 60 MLOM MLOMJOM Li0M 0 L4O1 6Jt60) i 0) <S t-10) a0 t3) 35J tly' 30' y%t0 -' 30, ' I' 90' . "M,,:u3Q, 65 Ls JO 3s 35i 73Oy30j 1 1 23 23 25 25 23 23 2ss1 25 1 20 1 20 1 20 1 20 1 20 20 20 76 33 30 25 20 20 1 20 1 20 1 IS 1 IS 1 IS I IS 1 tS IS 2 Is/ le' 1 J Vw- MEDIUM H— MULLION VINYL COVER #V346A ALL NEW CONSTRUCTION EXTRUDED VINYL 071" MIN, SEE NOTES SHEETS 6. 7. AND 8 FOR REOUIREO ANCHORAGE INFORMATION. I I n 2 IJ/ 16' MEDIUM MULL REINFORCEMENT #16990 ALUMINUM 6063— T6 Z SIMONTO t"i Iramurc1. pc m w »•i3 EXTRUDED NON -IMPACT VINYL MULLIONS WITH ALUMINUM REINFORCEMENT ALL NON -IMPACT WINDOW SERIES MAXIMUM SINGLE WINDOW WIDTH MNDOw TYPE WINDOW VADTH DOUBLE HUNG 56, HORIZONTAL SLIDER 72- CASEMENT FIXED MULLION TRIBUTARY MOTH - SUM OF ZONE 2 YnNDOW MOTHS TABLE D - MAXIMUM DESIGN PRESSURES (PSF) MULLION N 20634 IndWWI Ulm width 24 1 2S 1 32 1 36 1 40 14a Atl1 52 56 1 60 16a1 68 T_ 40 sash 75 7 in' 73 75 iris 75 i75) TS T` c3 73 u i75= irssiasl• irss irs! i7s rss s i 3i its> iris irk ir3 TMID irss irsl• i23f E L5sa it 7ss i7ss irss iiss ir5 i ss i7s> Sz ii psi iTs1 irsi izsi i7si i last• i r i?st sus iZs 56 sNSs i73s i7 s iros t6ss t6os s;6os tbos t6os s"6os t60s bbs t6os e 60 iT3s t65 t6os i33s it117 itb sr43s 3s sus si5l Ss 31 sass 6s tbOs is3l i50 <Ss Os 33 35 35 33 33 35do33 6R i30s s'd3) saos 33 25 zs zs 2s 25 zs3oSoSo 30 23 25 5 2D 2D ZO zo 20 2) 72 ws 35 30 76 33 D 23 23 20 20 20 2) 1 13 1 IS 1 IS 1 IS 15 3 Ip' mG 7/16' MEDIUM H-MULLION VINYL COVER #VPI-436 FOR ANY RETROFIT HOOKED FRAME EXTRUDED VINYL .070" MIN. 3 1/.' shs' 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 REOUIRED ANCHORAGE INFORMATION 7/16• u/16• 5/16- MEDIUM MULL REINFORCEMENT 20634ftj, rU - SIMONION I mW.rK .IC MIS oo-.»-an EXTRUDED NON -IMPACT VINYL MULLIONS WITH ALUMINUM REINFORCEMENT ALL NON -IMPACT WINDOW SERIES R INFOR FMENT BASE PLATE DETAIL 060 ANSI 302/304S STEEL ALUMINUM MULLION REINFORCEMENT 6063-T6__\ 2) 01/4 HOLES R INFORCEMENT L-BRACKET 0.076ANSN, 302 NL S STEEL BASE PLATE —XI. DETS A'C 1:1 o SEE MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR ATTACHING REINFORCED MULLIONS TO WINDOW UNITS TYPICALLY. USE SELF -TAPPING SCREW OF SUFFICIENT LENGTH TO FULLY ENGAGE THREADS THROUGH THE ALUMINUM REINF.. AT THE ANCHOR SIZE AND SPACING INDICATED IN THE APPLICABLE WINDOW PRODUCT APPROVAL FOR ATTACHMENT TO WOOD SUBSTRATE. BASE 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 I) PAK-WIK SPACER MAX (4)2 RED. - j2HIAT TOP k (2) AT 80i T M BRACKET INSTRUCTIONSFORAT ACHINGREINFORCED v MULLIONS TO WINDOW UNITS ASSEMBLED MULLION ATTACHMENT VIEW 1. NOWOODFRAME: 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 B FOR DETAILS 3. TWO (2) RIVETS OR BARREL NUTS ARE REWIRED TO ATTACH L- BRACKETS TO ALUMINUM MULLION. SEE TABLE I (THIS SHEET). TABLE I - MULLION ATTACHING HARDWARE RIVET 1.25 DIA. STEEL RIVET WITH A GRIP LENGTH OF .50 MAX. BARREL NUT 10-24 OR #10_32 STAINLESS STEEL BARREL NUT. 250O.D. X 25 LG WITH .125 MIN ENGAGEMENT SIMonw ro m .a-nn EXTRUDED NON -IMPACT VINYL MULLIONS WITH ALUMINUM REINFORCEMENT ALL NON -IMPACT WINDOW SERIES i2w•I.1•i YV WOOD SCREW, AD k SILL 6). 0. 35 M TREATED WOOD SVC TRANSFER LOADS T 1 3/4- WOOD SCREW, H. HEAD h SILL NOTES: 1, THE MULLION PRODUCTS AND THEIR INSTALLATION COMPLY WITH FBC STRUCTURAL REOUIREMENTS AND ARE LIMITED ' TO USE OUTSIDE THE HVHZ. 2. THE MULLIONS SHALL BE USED IN CONNECTION WITH FBC APPROVED PRODUCTS, 3. ANCHORS SHALL HAVE 1 1/2" MINIMUM EMBEDMENT INTO WOOD AND 7/8MINIMUM 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. 110 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 WHENINSTALLEDINLOCATIONSWHEREWINOBORNEDEBRISPROTECTIONIS REOUIREO. USE OF AN IMPACT PROTECTIVE SYSTEM IS REQUIRED. 110 X 1 3/4" WOOD SCREW. 4) EACH. HEAD & SILL SECTION A - A 11 '00 W'OREW,T5 Vq . v : No 59201 110 9 STATEOF :TUS i S ONA Et,`• SIMONTw n m•r-n•9 EXTRUDED NON -IMPACT VINYL MULLIONS WITH ALUMINUM REINFORCEMENT ALL NON -IMPACT WINDOW SERIES 4 d WITH I BY WOOD BUCK SHOWN MULLED UNIT \ HEIGHT A WITHOUT 1 BY WOOD BUCK SHOWN CONCRETE- MINIMUM COMPRESSIVE STRENGTH OF 2 85 KSI, MASONRY- STRENGTH CONFORMANCE TO ASTM C-90 iki W W 8=3rasa INSTALL ANCHORS THROUGH OUTERMOST HOLES a^ SEE NOTE 3 CONC./MASONRY ANCHOR, SEE NOTE 3. MIN, 4- SPACING BETWEEN ANCHORS RIVET OR BARREL NUT 2)EEEEACHLBRA WESHEET 6). A CONCRETE- MINIMUM COMPRESSIVE SI MASONRY- STRENGTH CONFORMANCE SECTION A —A 3 n CONC./ MASONRY ANCHOR. SEE NOTE 3. MIN. 4' SPACING BETWEEN ANCHORS VERTICAL CROSS SECTION WITH MASONRY/ CONCRETE SUBSTRATE NOTES. 1 THE MULLION PRODUCTS AND THEIR INSTALLATION COMPLY WITH FBC STRUCTURAL REQUIREMENTS AND ARE LIMITED TO USE OUTSIDE THE HVHZ 2 THE MULLIONS SHALL BE USED IN CONNECTION WITH FBC APPROVED PRODUCTS. 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 I' MIN. EDGE GIST. ANCHORS IN SOLID CONCRETE (2 85 KSI MIN.) SHALL BE 3/16- ITW TAPCONS OR 1/4- ELCO ULTRACONS WITH 1 3/4- MIN EMDED TO CONCRETE, AND 1 1/8- MIN EDGE DIST. 4. ATTACHMENT OF ALL 2X TREATED WOOD BUCKS SHALL BE ENGINEERED SEPARATELY BY OTHERS 5 W000 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. 8WHENINSTALLEDINLOCATIONSWHEREWINOBORNEDEBRISPROTECTION IS REQUIRED, USE OF AN IMPACT PROTECTIVE SYSTEM IS REQUIRED REQUIRED INSPECTION SEQUENCE Rom. 4.7Q-q 1 nIl max. IIns ection IIDesc>rn t-*Wn Footer / Setback Stemwall Foundation / Form Board. Survey Slab /* Mono Slab Pre our Lintel / Tie Beam / FilI / Down Cell Sheathing— Walls- Sheathing— Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Roof Final Stucco / Sidin Insulation Final Final Utility Building - Final Door. Final Window Final Screen.Room Final. Pool Screen Enclosure. Mobile Home Building Final Pre -Demo Final Demo Final Single Tamil - Residence) Final. Building Other Address: Mn Max IIns ecdon Description Electric Underground looter [Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final 1(Lg.l — _ - :. J--- o oil?...'•4 `—'= ia:^ic,,._,-- : r::.1 , i z;. A9[an Max IIns ecttion IID!sctrd fiou Mechanical Rough Mechanical. Final min max rims ecttion.Description Gas Underground Gas Rough Gas Final REVISED: June 2014 1111111111111111111111111111111111111111 PreparedBy: Qj _ GRANT 11ALOYP SEMINOLE COUNTY Return to: FASWD, LLC CLERK OF CIRCUIT COURT & COMPTROLLER 3020 Mercy Dr. Orlando, FL 32808 SK 9158 Ps 549 (1P9s ) CLERK' S T 2018071696 NOTICE OF COMMENCEMENT RECORDED 06/21/2018 O4:17:33 PM RECORDINGFEES $10-00 State of Florida RECORDED BY hdevor e County of M121 Parcel ID: j=0=,1 =0_N 1 40 _ 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: 1. Legal descri ti n of Property, ( (Ind stre t address,if availably 3Z.- 0A(. I. A_Lo! 2. General description of 11provement:10i_ ilk t 23 z_ L q cfl 9 3a. Owner name/address:__ _ __ b. Interest in property: _,0W%-PA 3 ZZi3 c. Name and address of fee simple title holder (if other than owner): 4. Contractor Name and Address: FASWD. LLC _ 3020 MERCY DRIVE, ORLANDO, FL 32808 0 5. Surety — Name and Address: Amount of bond: S 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 713.1311)(a) 7, Florida Statutes: B. In addition to himtherself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes [Provide Name/Mailing Address): 9. NOC expiration date (one full year from the date of recording unless different date is specified): WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713. 13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Verification pursuant to Section 92.525, Florida Statutes: Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. Sign rdo.--mer/Atlatural Person (or O,rmer's Auttiorized Officer/Director/Partner/„tanager) The foregoing instn mr t w s a k oyiledged before me this _day of , 20__j $ print name of person) as . P.IL._ ..__(type of authority) for ..__- _. . _,__(name of party on behalf of whom instrument was executed). Notary Public ar p„ f`` t' FRANK J. MARTINUS jl/ MY COMMISSION 4 FF119175 Cap CXPIRI S: Sepl mAcrI I.2018 Personally Known _.-_ -OR. Produced Identifica 4 . 0 // QJ LIMITED POWER OF ATTORNEY i I hereby name and appoint C6,1S to be my lawful attorney -in -fact to act for me and apply for a V1 % tiL-A permit for work to be performed at the location described as: dAdressofJob) 0a Ila 321 Owner of Property) And to sign my name and do all things necessary to this appointment. j Signat o Certified Contractor Scott A. Varga (CGC1518212) Printed Name of Contractor and License Number STATE OF FLORIDA COUNTY OF DM The for goininstrument was acknowledged before me this I day of who is IP personally known to me or Cl has produced of identification) has identification. i Suzanne Baltzley Print/ Type/Stamp Name of Notary Public SEAL) ZNotary Public Stateof Florida Suzanne BaltzleyMy Commission GG160896Expires12/ 0212021 20 by type