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HomeMy WebLinkAbout19-21888 CITY OF ZEPHYRHILLS - 5335-8TH STREET (813)780-0020 21888 BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 21888 Address: 6454 ASHVILLE DR Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: SINGLE FAMILY RESIDENTIAL Lot(s): Block: Section: Square Feet: Subdivision: SILVER OAKS VILLAGE Est. Value: Parcel Number: 03-26-21-0220-OOD00-0070 Improv. Cost: 6,860.00 OWNER INFORMATION Date Issued: 10/17/2019 Name: EWING-CHOW JOSEPH B &TERM— Total Fees: 54 l2. Sly Address: 6454 ASHVILLE DR Amount Paid: 14 ZEPHYRHILLS, FL. 33542 Date Paid: 10/17/2019 Phone: 417-576-8666 Work Desc: REPLACE WINDOW S/S CONTRACTORS APPLICATION FEES NEW SOUTH WINDOW SOLUTIONS, LLCC� BUILDING FEE A 112.50 py r___7yVq I a .Z Ins ections Required F OTER 2 D ROUGH PLUMB M INSULATION CEILING FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe 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, state agencies or federal agencies. "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete Plans,Specifications Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. &--- &ze� C T OR SIGNATURE PERMIT OFFItYR PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER INSTR#2019163688 OR BK 9978 PG 28 1 V Page 1 of 1 1 r ' 09/25/2019 08:30 AM Rcpt:2093623 Rec:10.00 DS:0.00 IT:0.00 - Nikki Alvarez-Sowles,Esq.,Pasco County Clerk&Comptroller PMflh hb. PAVW M No NOTICE 0124091111120CEMEW sailed FLORIDA Couhtyd PASCO• THE I1t81t7T8iphtED hemDy ptwtu.ttedoe dwt 6nplgv@neM wtl e.owes boEbat and t�t6.ettd In a000rdlnostflef Chrpfa 713,FieddaSbtrdes, tfwt�uetp t�assllon U proutdad Yi ttib Itofleeatt:ommmioi�d:. +•. ti��clPrcpad+r.PinalldagRlwdonNo.tr3zsz+.oxm.eaDaom7o 6bietAdthite.OW ASHVILLEORtVE.ZEPWMILW.k-33542 z chin.nil aet REMOVE AND REPLACE SIZE FOR SIZE WINDOWS AND/OR DOORS '3., o�Nfonn�mta.em�In�trtu�OnClhe<ase� (o.m.Ynpoumked: . 'EWINCPCHOW J00641 B 8:7ERE9A K, pa 2E0HYRN+LLS FL Ad*— - Ob titter h>tettc!to Pmpedy .OWNER • ki.n,e cI Fee 8N1pie TAMhot�er.. - tneilrermar�amay.�ertktee°aeuaf _ N$wsauth Winddw 10741 LiKOSSROADS COMMERCE BLVD. F.L A .. cb Sh" Cddbseb.Tdw-w Nat 813-826:600tl Nf+ha - CRI _ sum amow�iaead�3 Tflleptl0rle ko: e Led* kfen _. Addnw COY shin. Lnndere7elephoir Nb'• , T. Peboiw.rdffdn the SUM of Roft deol9noted by ft OmW opon Wwm h 300 of other doeynf t MWU rnwd as providW by tfad 713A3fte)(T),FloridaStetdes: NEfr Add�' Qv swe Tafew4m Nwmrr Of Dowwaw f?kfa b feoei.o�gtPY dttr Lkdeh ter gmweia►a8Ee7_oii713+3(iX6h Fliida Shaeia TNeph4uNunbb6/PEsot1'or�ttybesprtttadbyQixlef:. . 0. E+plrllf d0 of Nedoe of'(om mwamm'pfb'oe)woo deb qw rot t*wors dwomowan of oo0truc5m a dAaf pv wd tatha .. contredat.fwt,wti!pe01fe1M�r'ihorit?he Qiti of t�idYip urtfesas dtRefoot dIb tf apeldbtl); WARNNG Tt5(7WFiE)C ANY PAYMENT9.fdAD£8V T1�ONR�t AFTER TtrE t7fPIWl7lbN QF TtE ND'+SCE.OF Cbeii0.�NCt]A�Nr ARE-CtJN81DHi[31 IAPROPER PAYMBd775 UNe�i yHAPTER 71 PART 1 Z�C710N 7+A+3.FLOR+QA.STAMES,AND CAN RCCOAOEDYAND#BSIE�UN�.lb9R61TEPB�T�Fl�RSTtN6PECTi�1�IFY�JiNiFT OBTAINFWIINt3N4CN0 Si1LT WRHYOUR ORANATTORNEYBEFORECOYMENpi�Ki4unRKORRECOAD1Nt3YOURNOtiCE�FAiA�AENGEMENT. Urdprppne r of oerhs+rdW m theta have mw on booft noaw. mW oofA— , feiein co buw b the best amylonMleepeaadd.�- STATE(IF FLORM COWi►YOF PASCO at Owzftdrtmede AWUdQV 9pmwgll TRWpeoe Ttw.iomdat46wtnmadw.edggrledypdEeloteme9islrlcdYaf Z 201�py %�'�•�cS/17 �.�W)�J„�"� �+�.,,hfi� A4poor U.Q,;dErartnf7Ve,.tleotReybbC) RE3A .rr�i..���J '- u7. (deet.or ' d.Itomrdtwfoa�aeutedt. Paracl�llr fow vQg Ft6ii.tid Mbntllira9dn Notey,_ Type oiidinfilfatten'Pweuwt y.r.jPnm) wic MARIEAMILLER Notary Pubk-SWOfFIQda • Cd mrksIw 4 GG 170254 `•:• 17•'MyCj>MFxpkesDee21,2021 ammsd Wmrc0 Naoor d NaLwyAWL . � Y STATE OF FLORIDA COUNTY OF PASCO ��` �` i���0�. THIS IS TO CERTIFY THAT THE FOREGOING IS d � TRUE AND CORRECT COPY OF THE DOCUMENT ` ON FILE OR OF PUBLIC RECORD IN THIS OFFICE WITNESS MY HAND AND OFFIQIAL SEAL THIS -- DAY OF 2w' CLERK&COMPTROLLER B,Y DEPUTY CLERK City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: Alt (.1J Date Received: Site: (l J 7 �S�V) Permit-Type: ge o4oyy- (,e a-4v�</S Approved w/no comments, Approved w/the below comments: Denied w/the below comments: ❑ J This comment sheet shall be kept with the permit and/or plans. i OCT 0 5 2019 Kalvin Witzer—Plans Examiner Date C ntra or an�flomeowner quired when comments are present) i13-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 ]j Building Department Date Received .. 2 — 1 Phone Contact for Permitting Q T 31 Owner's Name EWING-CHOW JOSEPH B&TERESA K Owner Phone Number 417-230-7901 Owner's Address I ZEPHYRHILLS,FL 33542-4874 Owner Phone Number Fee Simple Titleholder Name I Owner Phone Number, Fee Simple Titleholder Address JOB ADDRESS 6454 ASHVILLE DRIVE LOT# SUBDIVISION PARCEL ID# 03-26-21-0220-OOD00-0070 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED a NEW CONSTR ADD/ALT = SIGN = = DEMOLISH INSTALL REPAIR PROPOSED USE = SFR Q COMM = OTHER TYPE OF CONSTRUCTION = BLOCK 0 FRAME = STEEL = DESCRIPTION OF WORK REMOVE AND REPLACE SAME SIZE WINDOW 7 BUILDING SIZE SQ FOOTAGE= HEIGHT =BUILDING $ 6,860 VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY = W.R.E.C. =PLUMBING =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS = ROOFING 0 SPECIALTY = OTHER L FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER J COMPANY NEWSOUTH WINDOW <J SIGNATUREJ REGISTERED Y/ N FEE CURREA Y/N Address 10741 CROSSROADS COM ERCE BLVD,TAMPA 33610 License# CRC7330822 ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/ N FEE CURREK Y/N Address License# PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREA LILN Address I License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address I License# OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREA Y/N Address License# 1111111111111111111111111111111111111111111111111111111111111111111 RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Storrnwater Plans w/Sill Fence installed, Sanitary Facilities&1 dumpster;Site Work Permit for subdivisionsAarge projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Fortes.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stonmwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. "PROPERTY SURVEY required for all NEW construction. Directions:• ^ Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement is required. (AIC upgrades over$7500) Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter if on public roadways..needs ROW NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for.the intended work, they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. CONSTRUCTION LIEN LAW.(Chapter 713, Florida Statutes, as amended): If valuation of work is$2,500.00 or more, I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the"owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner" prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions 1 must take to be in compliance. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO 9BTAJN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF,COMMENCEMENT. FLORIDA JURAT(F.S.117.03) OWNER OR AGENT CONTRACTOR Subscribed and sworn to(or affirmed)before me this Subscribed a=�,Pomcl ) efore me this by a Who is/are personally known to me or has/have produced Who is/ rsonally k w to me or has/have produced as identification. as identification. Notary Public Notary Public Commission No. Co ssio I Commis9lon i#GG 276457 MJAUUU Name of Notary typed,printed or stamped Name of Notary typ a'' aDf eember 12,2 '•_415P i°, gamed Thu T1q Fain JDMgm a 800% -7019 m a Plan Review- Windows & Doors 1) .Need manufacturing_ installation specifications: 2) Must meet sections.R308 and R612 of the 2017 F.B.C. 3) If windows are to be installed inside the historical district;they will need to be approved by the historical-comrriittee. 4) No other work shall be permitted (framing, plumbing;'and mechanical) unless otherwise specified.. 5.) This:is for replacement (glass for glass) only. If you wish to change from screen or vinyl windom to glass, then additional information is required. 6) All windows to wall connections shall be left visible for inspection. 7) All.labeling and stickers'shall remain on windows untilfinal.inspection. 8) Novoi rk shall start without permit first: � . i - (p fnf�r� �� N!ewNewSaurth 10741 Crossroads Commerce Blvd-Tampa,FL 33610 southcutuct 813-62"000•813.626-6001 fax www.NewSouthWtndowcom Lac#CRC-1330822 9. I Uc#SCC131.151763 In fhdb bulloftlima Dot, Ti Nom'e,Phone yjw _71s'! • .City l..tLrt!' ,.,..,..utafe�.�_.=:.....,, zip -- ? Replacement Windows'.Entry:&Patio.Doors•Storm Doors OmpactRCSIStant Windows&Doots ! WHOLESALE&•RETAIL WINDQW CONTRACT } NewaSomhWmtWw solutions agrees tomeasure: andserule#the following cuitoirimadawkndows for the amount S71PULATEOBELOW t j All t+fM64uh Vantage S.tiesOodows InctitdeDouble Pone,Low•E'gtasi rii 4 Argon gal,atirf i t:point fusion welded corners i AitVantagc emtdatvs Sresealeif andYatuum tested for supenoratgon rotentf6st, L4tat.Urtrcttss:.!,�le•wE+Esi vAwr Otr. OaronraH.raemms*r+ !MC}i+.Gs :f_. gtRtq qra - - _ :crest�evY•ta rq Ir..m wr RNrut LOW'EGiASS: P36MAW UPOGtASS OBSCURE LASS YES ut10 TEMPERED GLASS 0 V15,0NO j ALL SAs}IEsARE:AildbNFl UED-WITHOVYEXtR GE :LOCATION:- +' �.. }lzft'lA1,- LOCATION: I .,� o. jar u pVa;7tage Sao lnpacl joiner:. age E aaHnrt nO rdair,;aami PATIODOO S UBLBNU ttfr E-YAWTAriE It tRAEr;sC?ttastfiaoArsnrw,snr� RUrojY.tCnrm•iUryct D Open PraimCukfs 5tt �ttUHC.SiRC3#t#il' (3 St GI[StQrl,n Alt s<Atr}t ig 5fb x 61a 0 910 x W8 p510xefo 09f0X810 #i -. 2tJTL SttDrti£+VArFTAC.> Cl 0 6f0 X 618 0 t2Jo x 618 I t) sx.ft+ts cxs£EtsTsa sAmRr+s:r:s 04wox810 01210x& 9bgo5LsnEF a w ire C2 0 810 x 618 0 1610 x wa af0xaro ❑1610x Rio - ,t: atmous t:.raxt - I VI[TllnEti7NRnkY.VANTACyE i/ tnolcr2cYl Our ";zr 3 PANEL PATIO DOORS _ nimpati nnan+spurt 3 LftE StitiER'Wn#I ptr;TUFE _ w1NCt01Yi85catQ+Si iiauxi•ia_uims.>rta:,i€a�a:aeua�ct:twY 3 autt+Ct Mtymytx n'rriGaU nv.rXw?my4xif .ly_ir}_.L'�rcrosf4wmswm _ 4 PANEL PATIO DOORS ',---_-- wr,;rm4ast�arrx d'vnt�tkRaan•iin�,ttt . �,_,.._.�.CA{tJ.tt{iTar3ttq irrr.wa5r r; ''11 -, va,�quv> ix�irlLLWas:msaNsia3:MnMWsF.k I{ {�<�� �s- .� Rtnpitt Er»rmtan ,.mot _ ❑HALF 'r t3 FiEBRo:Y, CI rxrARTER•96UN6 �ROUND 0,TRAP LI OTHER } fps•� �� t6FAtrl7NSPACE!. j C,RIDSIWS 0STANDARD 'tjcONTOUft •[I BRASSf6OLD1PENGIL xsmurwnke�a�svtvJerO>mpt� ! tlwetFraw+ac+s%nn!♦pezitn U,eln taWraau;:rddthr I 0 Cotar+dar ❑F4av`io O LiPmPraaip KswSaattr 5+eu+wt r,>•.acc�.sezaN:+n arou+rmr.p+ e loiLvl r+ p:ur3dY(xtwvWciewditx - f e ' aurzr�3yrur:.>c TOTAL NUMBER OF MNDQWS ON THIS ORDER: Z TOiALpOORS: O ?"Subject to NewSouth field engineering and approval. I 0a't --3^^f�--....'.-----7T_� —e,)e fJ -� ic�l /s.cr" �3 sttsr<rttK- «A biz � C✓1+r�4f� �a?n'w7�' ofr�l' �G�yJ,- olictcrr. �, .r;•'`�sc�j.�r'• Customeragtee^stosllcveNewSoutiitod'tsplaya.yard sGjnirntd30 days afrerr:6uipletion TWpTE1tRSrttRixROttESERYIEE BUYEt2'S'RIGHT T.?:C.ANCEL „ �a C9 BUYERMAY:CANCELTHIS CONTRACT BYDELMAINGWRtnENNOTICE Tctatprire $ TO THE SELLER AT ANY TIME'PRIOR TO MIDNIGHT OF THE THIRD' Down payment $ 2,14 p BUSINESS DAY AFTER THE:DATE:OF-THIS•TRANSACTION,RL/YER MAY -Deiiveryti ortimr ncement. 5.? J 3 USE.THIS CONTRACT AS THAT NOTICE BY WRITIN.G'i HEREBY CANCEV 'Balance due upon final S_-,_2.- !1 3 Gt {{ AT 7FIE;BOTTOM AND ADDING BUYER'S'NAME-AND.ADDRE5S.THE Windowidoor installation. -NOTICE.MUSf BE DELIVEREE}TO THE SELLER ATT4AODRESS SHOWN i ABOVE 0 Rank Flnaneing.�tash on Compfetton All riiateriaf IS guaranteed to be as specified.Alt vfork Is to be completed in a workmanlike manner according to standards and practsces.This controct'ls valid only vAh proper signatures.NewSouth shaft.not be held responsible for time and material delays,strikes acts"of'God or any other matters beyond its cnritml.tdewSautti i5 nisi responslble'for any,pre-el sting structural condition rw ottter,svark to be dote all other work to be ezctuded Owner 3 agrees that the equity In this property is secu' for thli co/r�a/apct,Since this,contract calls for rnade-to order gooda,it is not subject to cancellation eRcefti as_statesi'above,Start installation ajspr _ttiafely rt" weeks item above re.Vatlxtl, mesas can cause. misunderstandings therefore I' this contract cvnsiltsstes tire:erriif g of the parties,and no other uncle ndibq al vt4bal or otherwise shall be trind#tg fatless sigtted'by bo pa ih tb re e and hauf away all Job related de". AI sa( a discounts allotted All charges Included above. f' yoy f}/r t: V . _ are_, `.'' �''/ �` me uth Represen t!V. a BuyrersSignature * NeiriStauth_Manufacturing Authorized officer i, g � 1 3 � n i (tRWIN)AWTurnamebuth Note : Back InstalationNQtes: '� rLrt}1� .%yvi�� IG►`!YI Window Specification and Detail / Pursuant to Contract with NewSouth Window Solutions J First Floortt- Customer: r;pl, ,� � zs-A E�✓i>>9 -Cly�/ r f L/,,) j Address: City: Zip:t crit/f f I Y�. 3 35� � ,cfs^ Phone:(H)r'W7-Z3©..:2�qlJi (; 7-.5-71 y=CC (W) Front 1` Contract Date: ? 'L f Factccv Rep.: Frarrips.i Screens Insulated Glass Unit Grid Options Customer Approval wtN Lo o arr- (wxH) twx (wxH) Style I n - Additional Informationcation ngze Make Size Saleseasure p Glass Type ` a 1 Glu��yi �Lis1 ( �if' Li+ia7_�_31 x i 2 �� x0 3; x60 ML."l 4 nt cv ���/ 2�-S=_ ' Y,' x z.y !7_-7- x L3�l (� x 23 {'. `/ fl—f— !- i— =f,' - -- 5 X Zy i j' x ?.3`(d x 2.3 f✓ I J I Close,rLJ.r `` SZ x 4 i x , x 7 ,, ,, f vr' }i' ir/ f=/A5s 9 PW 7 �n�y.�� �� X _ -1-._ �L�e x q- 8 x x x --- i -----._ — 9� _ t i x - .x X I �_ ti x I x x - 12 -x x X -- -- - -- ice'-- ----- - -- -- 13-� t - • ---X^ x X - 14 - �- - x 1 x x 15 x I x x 16` x ( _ x x I 17, x x x i �--- ---- x i _ 1 18j _ _ { � i i t I _ � x x x x - x Ll- - -- - -r_ =!-- - - -- - 201 ; x f x x _ I - �r I1 1 1 1 1 Florida Building Code Online Page 1 of 5 SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&fads Publications Contact Us SCIS Site Map links Search S r Product Approval USER:Public User PlFs1YSI.(il'R vnl Meq}t>PrroJud or Aoolicatmn.earth>Application List>Application Detail FL# FL16851=R7 — - Application Type Revision Code Version Application Status Approved.—"--, Comments Archived Product Manufacturer NewSouth Window Solutions Address/Phone/Email 10741 Crossroads Commerce Blvd. tampa,FL 33610 (813)626-6000 danochstein@newsouthwindow.com Authorized Signature Vivian Wright ALL tNt3RIC SHALL COMPLY WITH 9RE'JAILll rickwOrwbidgconsultae,ODES FLORIDA BUILDING COD NATIONAL ELECTRIC CODE, Technical Representative AND THE CITY OF ZEPHYRHILLS Address/Phone/Emall ORDINANCES Quality Assurance Representative Address/Phone/Emal! E /`EW DAT�CT RG V 1 L tl r•. fie®/ a Category Windows._-. _J-._- CITY P ZnEEP�.tt11 Subcategory Single Huncj,._ ``= t yi�l I-� d,f��R Compliance Method Evaluation Report from a Florida Registered Architect or a Licen ed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F.Schmidt the Evaluation Report Florida Ucense PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By Ryan a.King,P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL16851 R7 +yOi (d)Certificate of Indepencien.e,pdf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA101/I.S.2/A440 2011 AAMA/WDMA/CSAi01/I.S.2/A440 2008 ASTM E1886 2005 ASTM E1996 2006 ASTM E1996 2009 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQWtDgtmmTSTNdV... 8/14/2019 Florida Building Code Online Page 2 of 5 Product Approval Method Method 1 Option D Date Submitted 06/07/2018 Date Validated 06/26/2018 Date Pending FBC Approval 06/27/2018 Date Approved 08/15/2018 Summary of Products Go to Page ® d Page 1/2 0 0 FL# Model,Number or Name !Description 16851.1 a.9400 Single Hung Window Extruded Vinyl"Non-Impact"Single Hung Tilt Window New Construction with Nail Fin(O/X-configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL16851 R7 II (b)Inst 16851.1.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 16851.2 for Design Pressure Ratings,any I FL16851 R7 AE (b Eval 16851,j.Pdf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 16851.2_ - Single,Hung'Wind6w .r jExtruded Vinyl.""Non.Impact Single-Hung-Tilt-Window_with _ -Flange{O%X-configuration) i `am-1ts 6f'Use ___ ~' Installation Instructions Approved for use in HVHZ:No FL16851 R7 11 (b)Inst 16851'odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 I Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 16851.2 for Design Pressure Ratings,any FL16851 R7 AE (b)Eval 16851.2.odf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 16851.3 c.9450 Single Hung Window Extruded Vinyl"Impact"Single Hung Tilt Window New Construction with Nail Fin(O/X-configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL16851 R7 II (b)Inst 16851.3.0f Approved for use outside HVHZ:Yes Verified By. Lyndon F,Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 16851.3 for Design Pressure Ratings,any FL16851 R7 AE (b)Eval I additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 16851.4 d.9450 Single Hung Window Extruded Vinyl"Impact'Single Hung Tilt Window with Flange (O/X-configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL16851 R7 II (b)Inst 16851 4 ndf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 16851.4 for Design Pressure Ratings,any FL16851 97 AE (b)Eval 16851.4.odf additional use limitations,installation instructions and product j Created by Independent Third Party:Yes particulars. 16851.5 e.9450 Single Hung Window Impact I Extruded Vinyl"Impact"Single Hung Tilt Window New Rated-HVHZ Construction with Nail Fin(O/X-configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16851 R7_II (b)Inst 16551.5.pJf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 16851.5 for Design Pressure Ratings,any FLj6851 RZ_ AL(b)Eval 16851.5.pdf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 16851.6 f.9450 Single Hung Window Impact Extruded Vinyl"Impact"Single Hung Tilt Window with Flange Rated-HVHZ (O/X-configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16851 R7 II (b)Inst 16851.6.pcif Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 16851.6 for Design Pressure Ratings,any FL16851 R7 AE (b)Eval 16851-6.odf Created by Independent Third Party:Yes https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtmmTSTNdV... 8/14/2019 �ttititi !j/j 55"MAK.OVERALL FLANGE W1DTN -._....._ z s O]NewSouth --•54•MAX.OVERALL FRAME W@IN-- �WS. r y 0'a n T� WINDOW SOLUTIONS �: ' >' �` .. r�r o° z 4901 68 air (Vd.,Tampa,FL 33610 i — --- -J- i ti A i _ III fv Ea z da��c c 44 o a m I! t V x .0 o 9400 Single Hun Window � � � ,, 0 ` W/ Flange N z "NON-IMPACT' GENERAL N07ES In �w i. This product has been evaluated and is in compliance with the 6th Edition(2017) I t 0. fiorido&Ad ng Code(FBC),excluding the"titgh velocity Hurricane lone" a ~ (WKZ). 2. Product anchors shag be as listed and spored as shown on detoils.Anchor embedment to base material shag be beyond wall dressing or stucco, h 3. When used In areas requiring wind bome debris protection,lhls product is required to be protected With an impact resistant covering that compges with a c z FBC Sections W.1.2&R301.2.1.2 i'" m I m In 4. For 2x stud franning construction,anchoring of these runts shall be the some as o h 0: that shown for 2x buck masonry construction. ,p q S. Site conditions that deviate from the details of this drawing require further Ei engineering analysis by a licensed engineer or registered architect.- IE TABLE OF CONENTS' MAX OVERAtt MAX OVERALL MAX MAX o \o _ DESIGN PRESSURE m o = I ETft t>ESCRtf7t4N DAY LITE DAY LIFE GLASS $H w_z FLANGE FLAME DIMENSON DIMENSION 1 Typicalelevations,design pressures&general notes DIMENSION DIMENSION (opERAilE� (F1xED) TYPE NEC, �Tr 2119114 i 3 2 r Vertical&horizontal cross sections srxU: N.I'.S. 3 1 Vertical&horizontal cross sections 58.C"X 77.0" 54.u'x 76.0" 47.2r x 34A4' 49.75-x 34.44" GI +50.0 -5U 0 m BY, X m N4 Buck&frame anchoring --' anc BY; LFS 3 S Cam nen?5 _ 37.Ir X T3 G 36.0,X 72,r 29.25'x 32.44 31.7r x 37-44' GI +65,0 -75.0 mwm ua v ?• 6 1 Bill of materials and gicwng details FL—1695 I.z 0 osircti OF 6 _ i`i RACrwntAyew South Windows PERMANWT\A.Florida Product APpt mMn-15851 Sk4e Nung\C-Drowia gs\FL-168Si t2D17)\FL-3685129w%2.6 s� 00z "3 3 w X fl aIN) N _ O z W A ?c � y` ,...•J tom,., ''y��.�� �L 0 __-s S gn ° aca �iti � '+3W N- ��� SaQ . Dff z j &R a:N O .• of m �. 4 a �A R/ mx m 17 A Q N w tea � pgw T7 • • d N 0 o ♦ a Q H o j► _ r w �O z �x m rt �d A �O e< xi I-Its MIN. EMB.PYP,t October 12,2017 '^ ?2 PRODUCT: nb pnpene B3.rr i,• .,, N SINGLE HUNG WtNDOW Lyndon F.Sahr"Idt •„°,., ' IN 42ADDED UPDATE TO FiFH ED. 2017 FBC JK P.E. No. 434pp rrr����i�rrFrFFF11►ttt,``````` ALT.ANCHOR LOGTION PANT OR ASSLELI@ 'RW BU1Ui1NC CCNSUtTANTS. INC. A j4 UPDATE TO STH£0. 2014 F8C LFS P.C. Sox 230,VaIrl=. FL 33593 hi s` gy �£RTrGAt& HORIZONTAL Pho„o No.: 813.859.919s ON CROSS SECTIONS FBpE CA. No. 981s 201 4 R.W.BU1401NO CONEULTANTN INa. R.1Cfients\New South Windows PBiMANENTVI-Florida Product ApprwalslFL-16851 Single HunglC-OrawingsVL-16851 i2017T1FL-166612-dwg 3-6 -Z �Q•m'• W. w-. ID m ° FL _ o my wW k O o nn, Alk W N W D A m 2 A � L A z]D� O �O am H Q N W 7° m �3 o= 0 iF n ma 1 OR' �'� �n y m m a f, n ns• o'_ N L� a o 0 �F- �$ o a Ii(1 y A W IA a a gg o �3 oT N 0• p °e v W W A C v N �o { 0 0 • n s a i•S/4•MIN. Iy�F 1-1/4"MIN- EMB.j1YP.]---111 EMB.jTYP.j \\1��11g:ICt Zi2j� No.43499 ClClober 12.2017 PRODUCT: Docvnueb PN.pDMd W. 1 a r SINGLE HUNC WINDOW Lyndon F. Schmidt ��� ••°••h �•••• ���~ P.E. No. 43ACC � \\�\ j IU z 3 !0 06 17 UPDATE TO 67H ED. 2077 FBC JK ,7�71f711tt11\\\\ 2 8 27 16 ADDED ALT.ANCHOR CATION LFS PART OR ASSEMBLY: G��q//f/BUILDING CONSULTANTS. INC. 7t •o 1 6 26 19 UPDATE lU STH ED. 2D74 FBC LFS YY P.O. Box 230, Yelrico. FL 33595 NO DATE Y VERTICAL& HORIZONTAL phone No.: 813.659.9197 -NLCROSS SECTIONS I$I NS FBPE CA No. 9813 �2Q74 A.W.11YILD1N0 QDNeULTANTlt INC. 3 EQ.SPACESIs \\ r z c o 6 On Z•1 SASH F 2X BUCK z _ 0 2X SUB D 1X BUCK ^� H 3 c r a $ r mangy BUCK FRAME 4 STEEL STUD YP. d z MASONRY ITYP _ 2X BUCK 3 OPENING 'v a � Z . MASONRY a SASH OPINING # i z • a BUCK ANCHORING FRAME ANCHORING (SEE SHEET 2) L 2X BUCK — 4 � SASH � N D IXBUCK FRAME K STEM STUD `-L-rt W W O � 2X BUCK ��i Vf� CONCRETE ANCHOR NOTM MASONRY o I.Concrete anchorfocoUons at the comers maybe odpsled to maintdn the mvs. OPENING c edge distance to modarjotnfs. — SASH 2.Concrete anchor locations noted as MAX.ON CENTER"must be adiusled to n a amaintoin the min,edge distance to morlor fonts.additional concrete anchors ^' _ may be required to ensure the"MAX.ON CENTER•dimension are riot exceeded. 3.Concrete anchor fobie; o Qo 'ANCHOR"' ANCHOR MIN.... MIN.CLEARANCE MIWCLEARANCE o n a TYPE SIZE EMBEDMEW ..TO MASONRY TO ADJACENT °"'`z o EbGE ANCHOR o+h; 2 19/T4 a N.T.S. PC ITW e 1 1' 1.1l4 T 4 osG.m: UK m' TAPCON � 5 ELCO FRAMEANCHORING ULTRACON 1/�" 1-1/4' 1' +' ALTERHATEANCHORNGISEESHEET31 Oft.sr. LFS (MAX.D.P.=50 F} owwwG No: a s WOOD SCREW INSTALLATION NOTES: � 1.Mainin ta a minimum 5/8'edge dlstonce•r FL—T 685 i.2 end distance.&1'o.c.spacing of c wood screws to prevent the splitting or wood. SWAT 4 Or 6 ,�, BIU Of MATERIALS IIEM I DUCRUIM MATFMAL � N B 2X BUCK(SG>=0.42) WOOD ���'• '• n C 1/4'MAX.SHIM SPACE _ �P D 1/4'X 2.9/4"PFH ELCO OR ITW CONCRETE SCREW STEEL ; =Z o E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE :V' m ro 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 •,, .� n G 2X STUD/SG>H 50.42)MS 7/16"MIN.EMBEDMENT) WOOD flirt IIW� ,``` o n n z H #10 X 2-U2"PPH SMS STEEL o N at c STEEL STUD Min.Thk.033.(ASTM A653 GRADE 33 Fy=33 ksi min.,fU= z x=t1 45 ksi min.) STEEL �, g ` K #10 PPH SELF-DRILLING SMS SQL \ a $gg o t'�' L #10 X 7'PPH SMS[WIT MIN.EMBEDMENT) STEEL v a f m a o,� i EXTRUDED VINYL FRAME(465)• RIGID PVC c i 2 EXTRUDED VINYL GLAZING BEAD(736A)• RIGID PVC 3 EXTRUDED VINYL GLAZING BEAD 1425A- RIGID PVC d 4 SILL (469)• RIGID PVC 5 STILE(4361• RIGID PVC b MEETING RAIL(477)• RIGID PVC o y 7 LOCK RAIL 476)• RIGID PVC 8 BOTTOM RAIL(485B• RIGID PVC ; Q 9 1 MEETING RAIL REINFORCEMENT 6063-T5 ALUM zz 10 LOCK RAIL REINFORCEMENT 6063-T5 ALUM o'gl e I 1 SASH LOCK 12 KEEPER G z m A O 13 BOTTOM RAIL RENFORCEMENT S 14 HEAD ADAPTER(473)• 6RGI0 PVC ALUM �a a 18 STILE REINFORCEMENT 6063-TSALUM 20 WEATHERSTRIP 467 21 BALANCE COVER(468) 1' GLASS SITE 7/8"O A GLASS hiK. a 22 EXTRUDED VINYL GLAZING BEAD W/DRIP EDGE( RIGID PVC GLAZING SEALANT " T RIGID PVC z(PECORA A695) o 24 BULB GASKET(AMESBURY) FOAM Iff ANNEALED GLASS " •THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY N O N EXTRUDERS LICENSEES IN"AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". XEIALREINFORCEDBUTYL P$ci wotn AIR SPACE 1/8"ANNEALED GLASSM e — w 4 z O N N Q L GT GLAZLNG DETAIL N Z o° WE 2 19/14 i sus[ N.T.S. a awc.BY. JK 0 N cNx.In: LFS 3 CROW NO: Z FL—1685 7.2 c °✓C N sNcn 6 OF 6 � R R W Building Consultants, Inc. Ar B Consulting and Engineering Services for the Building Industry C P.O.Box 230 vatrico.FL 33595 Phone 813.659,9197 Florida Board of Professional Engineers Cenifrcate of Authorization No.9813 Product Product Sub Category Manufacturer Product Name Category NewSouth Window Solutions 9400 Single Hung Window Windows Single Hung 4901 Oak Fair Blvd w/Flange Tampa,FL 33610 "Non-Impact" 813 626.6000 Scope: Product Evaluation report issued by R W Building Consultants,Inc.&Lyndon F.Schmidt,P.E.(System ID#1998)for NewSouth Window Solutions,based on Rule Chapter No.61G20-3,Method I of the State of Florida Product Approval, Dept.of Business&Professional Regulation. RW Building Consultants and Lyndon F.Schmidt,P-E.do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved In the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 61h Edition(2017)Florida Building Code(FBC)excluding the"High Velocity Hurricane Zane"(HVHZ). 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. 3.When used in areas requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2&R301.2.1.2. 4. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of drawing FL-16851.2 require further engineering analysis by a licensed engineer or registered architect. 6.See drawing FL-16851.2 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by ATI C7180.07-50144 AAMAMIDMA/101/1.S,21A440-08 Architectural Testing,Inc. Michael D.Stremmel, P.E. TEL 02031566 TAS 201,202,203-94 Testing Evaluation Lab. William B.Shelton,P.E. 2. Drawinq No. Prepared by Signed&Sealed by No.FL-16851.2 RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. 3. Calculations Prepared by Signed&Sealed by Anchoring RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute,certifying that NewSouth Window Solutions is manufacturing products within a �,tlaorurr 1 my assurance program that complies with ISO/IEC 7020 and Guide$3. ,G No 43409 A_' STATE 0 �. • •.� d'� IV... i�45 Lyndon F. Schmidt, reiren0 F PE 43409 1 011 212 01 7 Sheet 1 of 1 . Florida Building Code Online Page 1 of 5 eCas Name Lao In trier R.7U M HatTopzs Su dSiWMW sWs&F.M Gebti.6— Contact us DMS SU sap Urm seerce di*r ProductAppToval usta:wbtc umr Pmdktt9dataralifrau> >g >'APpxcatlon wua R,-� �-''"t•, FL A �FL'36842-RS_ Application Type Revslon Code Version �2017 - Application Status _Approved = Comments Archived t Product Manufacturer NawSouth Window Solutions Address/Phone/Email 10741 Crossroads Commerce Blvd. ( tampa,FL 33610 (813)626-6000 danochsteinanewsouthwIndow-com t i j Authorized Signature Vivian Wright rickwOrwhtdgm1rultants.com I j Technical Representative Address/Phone/Email Quality Assurance Representative { Address/Phone/Emall Category Windows` v - ,— Subcategory i Horizontal Slider 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 Lyndon F.Schmidt;P.E. the Evaluation Report Florid"License PE-43405 k Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Dart. 12/31/Z019 Validated By Ryan J.King.P.E. Validation Checklist-Hardcopy Received Certificate of Independence E1,16842 RS COf fd1 f.ertiO IridW nd n od Referenced Standard and Year(of Standard) S=dard Y>:u AAMAAgDMA/CSA101/I.S.2/A440 2008 AAMA/WDMA/CSA101/I.S,2/A440 2005 AAMAJWDMA/CSA101A.S,2JA440 2011 ASTM E1886 2005 ASTM E1996 2006 ASTM E1996 2005 ASTM C1996 2009 TAS 201,202,203 1994 Equivalence of Product Standards Certried By Sections from the Code https://wmv:floridabuilding.orglpr/pr app_rid.aspx?param=wGEVXQwtDgt ncnTST1VdV... 8/13/2019 Florida Building Cade Online Page 2 of 5 Product Approval Method Method'I Option D Date Submitted 06/1912019 Date Validated 6iial/2019 Date Pending FBC Approval 06/26/2019 Date Approved, 01111312019 Summary of products Go to Page 0 O i1 Page 112 t3 O PLO f4od¢l,number or name' I Description 16842.1 a:.eiPlleR 9000 Model 95Ii0 Slider (Extruded vinyl-Non-Drnpace Horizontal Sliding.Window XO utilizing,a Nan Fin Installation(XO or OX configurations) Limits of Use Installation Instructions Apprinred for Unat in MOM No FLIfiW$e It lb)Inst 16842.t.ndf Approved far use outside ffVHZ:Yes verdled by:Lyndon F.Schmidt,P.E.43409 Impact Resistant,No Created by independent Third Party:Yes Design Pressure:NIA Evaluation Reports Other.See INST 16842.1 for Design Pressure Ratings,any FOEM2„Rc a a4 fnl v l 162 1 oaf additional use lmmtations,IInstaltahan anstruttianS and product Created by Independent Third Party.Yes particulars. - I16842:2 B.,Senes goo Modal 9500"Slii9er�" Extruded Vinyl"Non>lmpacN Horizontal Sliding nC4�v -�XO.a..�� Flange instaliation<%Ogox-conftguration8)�- _ Limit$of Use, -- - InsWtaUon lnStructions' - `. Approved for use In HVHZ:No FI:168442 RS It fpl Kist 16E42.2.ndf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 impact Resistant:No Created by Independent Third Party-.Yes' Design Pressure:.NiA Evaluation Resorts Other.See INST 16642.214r Design Pressure Ratings,any Fl t6842 RS J „(n) val 16842.2.odf additional use limitations,Installation instructions and product Created by Independent Third Party:Yes Particulars. 16842.3 c.Series 9000 Model 4,550 Slider XO Extruded Vinyl"Impact'Horhonpi Sliding Window ubliring a Impact Rated Nail Flo Installation'(XO of OX Confgurations) Limits of.Use Installation instructions Approved for use InHVHZ:No E168.42 R5 1F 68 rb)1nsrF423-adf" , Approved for ass outalde,MViM Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact ReMati m:Yes Created by.Independent Third Party:Yes' Oasign Pressure:NIA evaluation RePerts Other:See INST 16842.3 for Design Pressure Ratings,any Ft r5na RS AG t� Eval 16842.3.odf additional use limitations,vistallentin instructions and product crnated by independent Third Party:Yes Particulars. 16842.4 d.Series 9000-Mallet 9S50 Slider Extruded Vinyl"impact-Hottruntal Sliding Window with j XO'-Impact Rates Flange Installation()(O of OX configurations) " Limits of Use Installation Instructions I Approved'for use In HV112:No F116942.R5 If jb�Inst I6sa2;g pd( ( Approved for use outside HVHZ:Yes Verified Sy:Lyndon F.Schmidt,P.E.43409 Impact Ros(stantt Yes Created by Independent Third Party:Yes i Design Pressure:NIA Evaluation Reports i Other.See INST 16642.4 for Design Pressure Ratings,any. FL16842 R Le)Fval 16R42.d.¢g[ additional use limitations,installation InstruUions and product Created by.independentThjrd Party:Yes partkulam 1604Z,5 e.Series 90p0 Model 95S0 Slider Extruded Vinyl--impact"Mb,.Lontal Sliding Window utilizing a XO-Impact kited-MvHZ Nall Fin Installation(Xo or OX Configurations) Limits of Use installation Instructions Approved for use(it HVHZ'Yes rLl6$42 RS It(())test 15a42.5=odf Approved for use outside HVHZt Yes Verified Sy:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:NIA Evaluation Reports Other-Sea INST I6842.5 for be Pressure ita'tings,any Ft t @F�.te) val I °' ndr. additional use limitations,Installation InsWctions and product Created by Independent Third Party:Yes Particulars. 16842,6 f:Series 90'00 Model 9SS0 Slider Xo Extruded Vinyl•Impact`Horizontal Sliding Window with .Impact Rated-HVHZ flange Installation(XO or OX configurations) Limits of use Installation Ina adona Approved for use in HVHZ1 Yes., F+1688-�+__2'-,2 as Il Cf1Llr 1fis4 .6 mt Approved for use oubaMe HlrrfZ:YeS -verined Sy:Created by ILy don P.ndadendent Schmidt, 9 Party:Yes Ihtpact Resl5teml Yes https:l/www.floridabuilding.oiepr/pr_app dtl.aspx?param=wGEVXQwd)q)nrhTSTNdV... 8/13/2019 Newsouth 91; Dowmmamdo j 4901 Cok FW�W7d.Tl-p-.FL 33610 F OM ft Series 9000 Model 9500 lift SLIDER XO wl Flange 'NON-.IMPACT X� 1. This product has been evobated and b in COmpUmCe vvffh the sth Edition (2D17)kddc3 BuIcUrg Coda 0!:)*-W mqukwen%e-WMQ MO o mch Vdocfty Hu"Icane Z40ner twq. 13 2Pfo&)O anchors l be as bW and spaced as shown on detch W Mgt Ando eRimlinent to base maleft shall be bsycM wul drasMg or L stucco. a When md in cmas rasp ft whd bom debris protection this ptbductis requked to be protected mffih cm impact imWant coveft that with FBC Sectl6m 190.12&RWI 2.11 Is 4. For2idud kcmkV cwuWcftm armhakMol"unftsshal beft ~ L same as thatshown for 2x b)ck mosordy cordtmcilm. & Me cwOm ftwA deykft bwn ft deic*of ft dawing req*0 Mther by o Ocensed ww6hi&or reghfamd archbd.engbeerN anot* MM&ARAM. r TAAWCFCONMO bwma* -- :'=, at +aO 4LO 2/19/14 3 52gm p2nm&u9mal notes lsrx4w 74OXAtr "XUW Ur 9"'Ir N.T.S. 2 Veffs E,horhonlal crass I 4no -Ac 3 YSADW a hcdmrMl am$ecflDm ea 2LrX5UI' 2LVXSI?P aw +50.0 -no ix 4 BUO&ftamoncWAG Us 5 COSLM 6 1 + �i �'3 W vo�rWa+v�Muzgv�gtre t ww�runu AAXWwOxcl �ptH SC;1rZ� e' s FTOLL?7S SSOYJ 7 q S b AYOH NOLLM SM)7 MOMOH !/ tS § sew + Iimnsl L L O it 5t t am +` f " 9t L Lt 93LONES LE►L+J It t9tON�S k Y S CEI L'J � V Q tau}•y� C wWJ/l-1 �•• � 54vSr63a.L t w qg[91; uow�twsw�w/L 1 i� 'aawoucaapcutwewce �.� rrssrw�unxoAYow�t,l uxwawr�a +�wpetwc MONO O Lt L mane seswaxwWw�v�+e Ww.e pelOactiaaa�twe>�•t 1 L O C _ 1 T -(e=m*OpO.=wvu.*{U'L'rUf • .. Io4e�3Lt�1W Nt uC WIV 1 / ter,,. .` oala4a+edi�i+�SPtaYl�tSt3WH im It, I I j •,`�-' — NOTE BI�eel MetalSaewirtwtproabdea _ � � � s // � � K mitiot Jltrea�thaughdbaslztl�hd _ `,'I I /, /,/ maid fmtiNahardn.:IB'eegod4lcncrol• - �� �# } °�dG O 1 g O X 3 r"o E • , 02 Sig 4 l D C 4 3 a $ I.lck omNlmeporlorntedrtom a fl Sff NOT£9 � 'ouch ondalloet(moofvg she. $ 2Matdideresem*bcdedrbvn 4 H ALC N `C eod�onddCro hclbmiOL /Aetal fuaCocebve6on 3MsuironewaeB, GB G1 6 (Q#Ar 1J2*PPM Md. E ALTERNATE ANCHORING LOCADON . 1.11,rmK SHOWHONTdZSHEEI eaa:lm.1 A G2 G1 3' . 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B Cmuultingand Engineering Services lorries Building Industry C F.O.Boi230ydricu.FL33S95 Plmt6Xt3."9.9197 FNdda BaEtit ofPmttdomt WitemCaEillcate of Audwintientio.9813 Product Category Sub Category manufacturer Product Name NewSoath Window Solutions Serks'a=Model 9500 80der X0 Windows Horizontal SUW 10741 Cros`eroadsCommeres8Nd. wrFlonga Tampa,PL IMO "Non4misaet" Scope: Product Evaluation report Issued by R W Building Consultants,Ina&Lyndon F.Schtnldt P.E(System ID#1995)for NewSouth Window Solutions,based on Rut®Chapter No.61G20.3.Method 1D of the State of Florida Product Approval, Dept.of Business&Professional.Regulation. RW StAl ig Consultants and Lyndon F.Schmidt.P.E do not have nor will acquire financial interest in the company, menu►icturing or distributing the product or In any other entity involved In the approval process of the product named herein. ' Llmtmtiogs: 1.This product has been evaluated and is in complianes with the 8th EdMcn*(2017)Florida Building Code(FBC)excluding the"HO Velocity Hurricane Zone"(HVHZ). 2.Product anchors shall be as listed and spaced as shown on deta8s,Anchor embedment to base.matedal shall be beyondwail dressing or stump. 3.When used in areas requiring wind,borrie debris protection,this duct(s required to be protected with an impact resistant covering that complieswith FBC.Sections 1609,1.2&R301:2.1.2. 4.For 2x stud framing conAtruction,anftft of these urib shall bathe same as mat shown for 2x buck masonry construction. 5.Site conditions that deviate from the details'of dresing FLA(1842.2 require further engineering analysis by a lensed engineer or registered architect. e.See drawing FL-16842.2 for size and design pressure limgations. SgpporrM9 Docem"111: 1,Test Report No, Test E mdaird Testing Laboratoro_ Siaated bt( ATI C7W8.07460144 AAUArWOMAH01n.S.yM40•(0g)(11) Arcli tectural Testing,ins Michael 0.Strmnmel,P.E. TEL 02031568 TAS 201,202,203-94 Testing Evaluation Labs. W rIa n S.Shelton,P.E. 2.Qrawlna No. Prepared by, Signed A Seated by No.FL-18842.2 RW Building Consultants.In(CA#9813) Lyndon F.Schmidt.P.E. 3.Caloulattans p�arg�(' Slaved b Sealed by Anchoring- RW Building Consubirts,.(nc.(CA#9813): Lyndon F.Schmidt,P.E. lore; r .,Fr. 4.Quiplity Asspranco Certrww of Participation Issued dd National Aaaeatlon and Management Institute,cer(i(ying that NewSouth Window Solutions is manufactu ft products'within a quality assurance program.that cam ples with 18011EC 17020 and Guide 53. Lyndon F.Schmidt,P.E. FL PE No.43409 621/2019 Street.1 of 1 1 Florida Building7Code Online Page l of 5 r. 6CIS Home Log in User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us SOS Site Map Lints Search d.bP1Product Approval n USER:Public User p urt ADorw:al Menu>P�duct pr Annptatian Search>Aool,cahon List>APpliutlen Detail N FL# FL1S05` R�7 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer NewSouth Window Solutions Address/Phone/Email 10741 Crossroads Commerce Blvd_ tampa,FL 33610 (813)626-6000 danochstein@newsouthwindow.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Wind w,,-' Subcategory Fixeee ^'� iyi,. 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 Lyndon F.Schmidt the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By Ryan J.King,P.E. :v Validation Checklist-Hardcopy Received Certificate of Independence FL15054 R7 COT (d)Certificate of Indepenaence.pdf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA101/I.S.2/A440 2008 AAMA/WDMA/CSA101/I.S.2/A440 2005 AAMA/WDMA/CSAI01/I.6.2/A440 2011 ASTM E1886 2005 ASTM E1996 2006 ASTM E1996 2008 ASTM E1996 2009 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL15054 R7 EQuiy (a)Equivalency of Standards.odf https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS73Fr2ZyiPl... 8/14/2019 Florida Building Code Online Page 2 of 5 Sections from the Code Product Approval Method Method i Option D Date Submitted 06/19/2019 Date Validated 06/19/2019 Date Pending FBC Approval 06/25/2019 Date Approved 08/13/2019 Summary of Products Go to Page O a Page 1/2 10 FL 0 Model,Number or Name Description 15054.1 a.DuraGard Fixed Window Extruded Vinyl Direct Glazed"Non-Impact"Fixed Window utilizing a Nail Fin installation(O configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15054 R7 II (a)Inst 15054.1.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant.No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15054.1 for Design Pressure Ratings,any FL15054 R7 AE (a).Eval 15054.1.1)df additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15054.2 b.DuraGard Fixed Window Extruded Vinyl Direct Glazed"Non-Impact"Fixed Window(O configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15054 R7 II (a)Inst 15054 2.ndf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure,N/A Evaluation Reports Other:See INST 15054.2 for Design Pressure Ratings,any FL15054 R7 AE fat Eval 15054.2.odf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15054.3 c.TrustSeries Fixed Window Extruded Vinyl Direct Glazed"Non-Impact"Fixed Window utilizing a Nail Fin Installation(O configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15054 R7 II fa)Inst_15QS4�},pr1f Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No I Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15054.3 for Design Pressure Ratings,any FL15054 R7 AE (a)Eval 15054.3.13df additional use limitations,installation Instructions and product Created by Independent Third Party:Yes particulars. 15054.4 ^M d.TrustSeries Fixed Window Extruded Vinyl Direct Glazed"Non-Impact"Fixed Window(O configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15054 R7 If a Inst_jaQ 4.4. df Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports, Other:See INST 15054.4 for Design Pressure Ratings,any FL1505A R7 AE_ a Eval 15054.4.pdf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15054.5 e.Sashlite Fixed Window Extruded Vinyl Sash in Frame Glazed'Non-Impact"Fixed Window utilizing a Nail Fin Installation(O configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No I FL15054 R7 II (d�Inst 15Q5,4 5���1F Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15054.5 for Design Pressure Ratings,any FL15054 R7 AE (a)Eval 15054.5.ncif additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15054.6 f,Sashlite Fixed Window Extruded Vinyl Sash In Frame Glazed'Non-Impact"Fixed Window(O configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FLI_504 R7j,1 (a Inat]SU54.6 psif https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS73Fr2ZyiP1... 8/14/2019 Florida Building Code Online Page 4 of 5 Design Pressure:N/A Evaluation Reports Other:See INST 15054.13 for Design Pressure Ratings,any FL15054 R�AE ja EvaI 15054.13,pdf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 1505.4.1.4____s._.. n__9600 Fixed Window__,..r---- Extruded,Vinyl,Direct'Giazdd'"Wort-Impact"Fixed Window with Flange(0 configuration)a_____r-•- ---- Limits of Use ___ Installation Instructions Approved for use In HVHZ:No FL115. 54 R7 It fat inst 15054.14_. f Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15054.14 for Design Pressure Ratings,any f FI.1505Q_R7 AE (a)EyW 15054.14.adf additional use limitations,installation Instructions and product Created by Independent Third Party:Yes particulars. 15054.15 0.9650 Fixed Window-Impact Extruded Vinyl Direct Glazed"Impact'Fixed Window utilizing Rated a Nail Fin Installation(O configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No _1jQ5 R7 II (al Inst 15054.15,p�if Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15054.15 for Design Pressure Ratings,any FL15054 R7 AE (c)Eval 15054 15.odF additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15054.16 p.9650 Fixed Window-Impact Extruded Vinyl Direct Glazed"Impact"Fixed Window with Rated Flange(O configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15054 R7 II (b)Inst 15054.16.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Parry:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15054.16 for Design Pressure Ratings,any FI-15054 R7 AE (d)Eval 15054.16. ddf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15054.17 q.9650 Fixed Window-Impact Extruded Vinyl Direct Glazed"Impact"Fixed Window utilizing Rated-HVHZ a Nail Fin Installation(0 configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15054 R7 II (aa)Inst 15054.17_pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resiiistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15054.17 for Design Pressure Ratings,any FL15054 R7 AE c Ev 115054.17.odf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15054.18 r.9650 Fixed Window-Impact Extruded Vinyl Direct Glazed"Impact"Fixed Window with Rated-HVHZ Flange(O configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15054 R7 II a Inst 15054.iS.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15054.18 for Design Pressure Ratings,any FL15054 R7 AE (c)Eval 15054.1S.E f additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15054.19 F480win Mulled"Common Extruded Vinyl Direct Glazed"Non-Impact"Integral Mulled ed Window "Common Jamb"Twin Fixed Window with Flange(O/O Vertical or Horizontal configurations) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15054 R7 II (a)Inst 15054.19.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15054,19 for Design Pressure Ratings,any FL150.4__FZ7 QE {aj Evil 1.5 54.19.pSif additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15054.20 t.4800 Mulled"Common Jamb" Extruded Vinyl Direct Glazed"Non-Impact"Integral Mulled Fixed Window "Common Jamb"Triple Fixed Window utilizing a Nail Fin Installation(O/O/O Vertical or Horizontal configurations) Limits of Use Installation Instructions Approved for use in HVHZ:No FL1505a R7 ii (a1 Inst054.20.udf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS73Fr2ZyiP1... 8/14/20 l 9 0& I"MAX.OVERALL FIN"I'M' outh MAX.OVERALL FRAME WIDTH r WINDOWSOLUTIONS ----------- g 4901 00M—ir rlv-d�,Tampa,171-33610 z a d Z* 9600 Fixed Window i E a wl Flange z in 'WON-IMPACr' GENERAL NOTES 1. This product has been evaluated and is In compliance with the 6th Edition a b 0 (20)71 Florida Building Code(FDCj Structural requirements excluding the "High Velocity Hurricane Zone(HVHZ). R E2 2. Product anchors shall be as listed and spaced as shown on details, a Anchor embedment to base matend shag be beyond wall dresrtng or stucco. ;z 3. When used In areas reaulr[Ing wind bome debris protection this product is 69'x 96Frame Shawn required to be protected with an Impact resistant covering that complies W c with FBC Sections 1609.1.2&R3012.1.1 4. For 2xstud framing constriction,anchoring of these units shall be the NOTE-VERTICAL ORIENTATION SHOWN(HORIZONTAL O.MWATION ALSO APftVEDI some as that shown for 2x buck masonry construction. MAX OVERALL MA&0VMU MAX GLASS 5. Site conditions that deviate from the details of this drawing require further FLANGE' FRAME bAYLOF engineering analysis by a licensed engineer or registered architect. DUMSION OMMIC01 T>gAExsiON ppg KEG. TAUE OF CONTENTS 49.1-X 49.1" 48jr X 480 0.7rX43,75' 61 +100.0 -1170.0 --SHEEr# DESCRIPTION -- UO I Typical elevations,design pressures&general notes 61.1"XA2.1' 60rX4110 55.7r X 36.75! 01 +100.0 -100.0 DAM. ' 25 2 Horizontal cross Sections 3 Hortrontal cross sections 73.1"X 73.1" 72,W X 72ff 67.75"X 67.75* 02 +810 0.0 D%G.BY: JK CW.81. LFS tuckonchofing -80.0 ORA"o From 75* G3 480.0 onchorm 60.W x 96ff S5.761 x?1I. FL-15054.14 6 Bill Of materials,Z I details • ItAclienmr.-South Windows PERMANENPA•FWda P"400 APPWJI11F1.1S0$4 FWd',C-DrawingkFL-15054=7ffL-15054.14A4g 2.2 cp • C O � o y n N x E �A N 4f T II 4 ' a PK N x �Y Zm O 06 N p ,% %jillillif"I i F sc No 43409 C1cWber 12 2017 pPR00UCT: 00aumoras vnpcnc ey; t NewSoufh Lydon F. Sehmldt ��� !QdsW•' ��` P.E No. 43409 'f" /rIN11►! `,1 p, Uai y rn 2 9 22 17 UADATE 7p 67H ED, 2017 FBC JK PART OR ASSEMBLY: BUILDING CONSULTANTS. INC. {' '1 !4 1 9 28 16 AOOEO 10 ANCHOR LOOATION LFS a ° NO BATE HORIZONTAL P.O.Bac, 0.ai .059.9 7 33595 � CROSS SECTIONS PAorro N9.c et3.059.glD7 REVISIONS FBPI! C.A. No. 9813 EUIWINO CONrUITwNTf IMC. NOTE:Sheet Mold Screws J K t penetrate a min. 3 threads ���.r,`j1* -- through metal. -' o C 1 = d 1r. Z* ��prnnr u o >•.. 12 rrrntiT•rT �� onmz A J C', INTERIOR o R S p g p Fb -Co W i 9a 3 46 3o 3 3 4 2 GI EXTERIOR n 2 HORIZOMAL CROSS SECTION t 3 Shown w/Steel Stud Frorring Option Z w Z R Sit i E U c o ` 1-1/4"MIN. 6 ro EMS.(TYP.) C •v C L 1 1 iz n w INTERIOR H �, 0 0 6g 12 c ±55 PSF INTERIOR w MAX.DESIGN PRESSURE FOR ALTERNATE e o u G ANCHORING LOCATION SHOWN ON THIS SHEET a E �b ■ g Gl 1.114°MIN. _!� G1 —E° s/zs 15 °z $ 2 Da.(TYP-) 2 EXTERIOR scAm, H.T.S. E EXTERIOR am BY: JK a CM or: LFS 3 3t 1 HORIZONTAL CROSS SECTION r21 HORIZONTAL CROSS SECTION URKW i°W.: $ 3 2X Bock Momy Construcliion 3 Shown w/I X Stud Construction Ft-15054.14 •'(Direct to masonry similar) sxtir 3 0<6 O 0 a ``���•�ttt. .S 11 MAX. O.C.(fYP.) OAK 7.5'MAX. O.C. `V�� c n n " ' +, O9"MAX. 'i��i � S'>n a.''• I O.C.(IYP.) (rYP.I ii* t tt o 9i z 'rl 111 1 ` ° yC _ ?�P) � s 9gZw a. m a:IL �• � � ��� do 2X BUCK d 2X BUCK 2X BUCK D MASONRY In d OPENING r MASONRY N U OPENINGAS z m MASONRY D O P) V I Up OPENING O d K BUCKANCHORING 48'x 48"MAX FRAME SIZE z u .� BUCK ANCHORING I 1 S MAX. x a^% :,•� 72'x72"MAX FRAME SIZE O.C.(fYP.J I_. 4" N o 5 BUCK ANCHORING ` (TYP.) B a o a 60'x 96'MAX FRAME SIZE 1f N CONCRETEANCHORNOTES' ku I.Concrete anchor locations at ffx3 carvers may be odjusled to maintain the nrin. a. edge distance to mortorMids. :0 o x � 2.Concrete ancharlocafiore noted as A•tAX.ON CENTER"must be odAusled to maintain fhe min.edge distance to mortar joints.additional Concrete anchors N w rW- < maybe required to ensure the"MAX.ON CENTER"dlmenslon are not exceeded. ry a a 3.Concrete anchor tobte. OPINIRKYi D p 0 ANCHOR ANCHOR MIN. MIN.CLEARANCE MIN.CLEARANCE P.) N^o u TYPE "SIZE• EMBEDMENT TOMASQNRY TOADJACENi z a EDGE ANCHOR 2X BUCK 26 15 i ® 1/4FIVI " 1-1/4" Y" 4" sous: N. .S. ° �.- TAPCPCON T g uVa BY. JK m 51 ELCO 4" 1-i/4" 1" 4' CHK rrr: LFS 3 ULiRACON 1/ BUCKANCNORBVG • z WOOD SCREW lNSTALfATfONNOTFS• 6D"x41'MAK FRAMESRE FL-15054.14 ° }.Monfdn a mfnimum S/8"edge distance,I"end distance,d f"o.c.spacing of n Y L wood screws to prevent the spUffing of wood. s>,m 4 or& O G d 9S'MAX i1Yp .C. s 10.5"MAX.O.C. J� '•. rf�+ a �P') RYp! �" Inn (TYp.J — 71 ��__ 4.5'MAXO.C. a MIN F L 2X SUCK F L 2X BUCK !� g m ow G H i X BUCK FRAME _ _ L n h 5 d y G H 1 x BUCK O DIRECTTOMASONRY D DIRECT TO MASONRY E v �( SIEELSTUD 2X BUCK K STEELSTUD FRAME F L 2X BUCK P.! f TYP.! FRAME V MASONRY OPENING V 2X BUCK G H 1XBUCK OO O D DIRECTTOMASONRY 2X BUCK fn I( S1E$51170 + XMASONRY O w A OPENING + fRAMt ANCNOL1ZtiG FRAMEANCNOJUNG 7T X 72'MAX.FRAME SIZE MASONRY �x OPENING AB"X4fr MAX FRAME SIZE rD >� ' iRAMEANU1ORtNGi 12.75"�MyApX.O.C. L. 6tr'XVVMAX.FRAM ME pYp4 oCA -j— tn UXI CRtO W$cho raRNotEs —� s !.fbnerefe onctwr locations of the corners may be adusted to rtto7ntarn the mr». .¢ edge distance tomonorloints. F L 2X BUCK i § 2.Cwxwfe anchor rocatiom noted as ImAX.ON caww must be adAsted to =14fah the nuin.edge"once to martorlients,addlrvnot concrete arrctm {s H IX BUCK a a may be required to enww the iNAX.ON CENTER"dmensran are not exceeded. MASONRY 3.Concrete anchor table, OPENING D DIRECTTO MASONRY ANCHOR ANCHOR AUN'. M7N.:CLEARANCE, MW.CLEARANCE 2X BUCK 11 IC STEECSTUD HYPE SIZE EMBEDMENT EDGE MASONRY..._ TO ADlACEM O EDGE ANCHOR P.! 11wFRAME 114" 1•i/4TAPCON 2' . Sc+Le M.T.S. ELCO . JK m ULTRACOM. 114" 1-114" 1" 4' ci cnr.en LFS 3 7t FRAME ANC1iORfH6 w000scRtw tusrALlanoH NOTes• u' 61"X 4T MAX.FRAME SIZE i uvmo xo.: 7.Mood sc e%w to re ent'he VgHfng of,l"end distance,3!"a c spacing of FL-15054.14 E *rood screws to prevent the sp7fting of yvod. o stern, -or 6 C BILL OF MATERIALS nm# DUCAIrwN IAAYVM 2.1,C A, A I X SUCK(SG>=0.42) WOOD B 2X BUCK(SG>=0.42) WOOD 4t a let, C 11,C MAX.SHIM SPACE D 1/4'X 2-3/,('PFH ELCO OR IIW CONCRETE SCREW STEEL obw MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI or CONCRETE r 301 OR HOLLOW BLOCK CONFORMING TO ASTM,C90 F #I0X7'PPHSMS(1-1/8"MIN.EMBEDMENT) STEEL 2 GLAZI JWAD z G 1/4"X 3-114"HWH ELCO OR ITW CONCRETE SCREW STEEL 0 X2.4 0— z J. d H 114'X 2-3/,C HWH ELCO OR ITW CONCRETE SCREW STEEL *cw 0 IL J STEEL STUD On.—Thk=(ASTM A653 GRADE 33 Fr-33 Id,Min.Fu--45 MIN STEEL I e I 0 1-T in AL 0. 0.06 STEEL 0.3r- PPH SELF-DRILLING$MS IOX2 L #i -PPH SMS(1-1/7 MIN.EMBEDMENT) STEEL I EXTRUDED VINYL FRAME(4371- RIGID PVC 2 EXTRUDED VINYL GLAZING BEAD(736A)' RIGID PVC 12 FRAME ADAPTER RIGID PVC THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN-AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS', 0.0s, yyo in 2wA it 5/9 71fr O.A.GLASS 7M 519' 7J6'0A.GLASS INK. 5/6, 7/8"O.A.GLASS THK. env GLASS BITE GLASS RITE GLASS BITE z GLAZING SEALANT GLAZING SEALANT GLAZING SEALANT 0 'a (PECORA#8951 (PECORA 4895) (PECORA 8895) m En En cr IL . ......JiN.. .... -�Iff ANNEALED GLASS 3/16'ANNEALED GLASS IbCANNEALEIDGLASS 2 AIR SPACE AIR SPACE AM SPACE 3 71; kALUM.SPACER i/trANNEAtED GLASS 3/16r ANNEALED GLASS 11V ANNEALED GLASS ALUM.SPACER ALUM.SPACER DAIL 6126115 1 N.T.& twc.at- JK_ CW.BY: LFS DOOM moi FL-15054.14 smtET_j6_or R W R W Building Consultants, Inc. . BConsulting and Engineering Services for the Building Industry C P.O.Box 230 Valrico,FL 33595 Phoue A13.659M97 Florida Board of Pmfessional Engincers Certiricale of Authorization No,9913 Product Sub Category Manufacturer Product Name Category NewSouth Window Solutions 9600 Fixed Window Windows Fixed 4901 Oak Fair Blvd wf Flange Tampa,FL 33610 613 284.0129 "Non-Im act" Scope: Product Evaluation report issued by R W Building Consultants,Inc.&Lyndon F.Schmidt,P.E.(System ID#1998)for NewSouth Window Solutions,based on Rule Chapter No.61G20-3,Method 1D of the State of Florida Product Approval, Dept.of Business&Professional Regulation. RW Building Consultants and Lyndon F.Schmidt,RE do not have nor will acquire financial interest in the company ! manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. 1 Limitations. j 1. This product has been evaluated and is in compliance with the 6th Edition(2017)Florida Building Code(FBC)excluding the"High l Velocity Hurricane Zone"(HVHZ). 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind bome debris protection,this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2&R301.2.1.2. 4..For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of drawing FL-15054.14 require further engineering analysis by a licensed engineer or registered architect. 6. See drawing FL-15054.14 for size and design pressure limitations. Supporting Documents. 1. Test Report No. Test Standard Testing Laboratory Signed by ATI C6764.07-501=44 AAMAODMA/CSA101/l.S2/A440-(08)(11) Architectural Testing,Inc. Michael Stremmel,P.E. TEL 02031566 TAS 201,202,203-94 Testing Evaluation Labs. William B.Shelton,P.E. 2. Drawing No. Prepared by Signed&Sealed by No.FL-15054.14 RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E 3. Calculations Prepared by Signed&Sealed by Anchoring RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. 4. Quality Assurance tttttlSratll Certificate of Participation issued by National Accreditation and Management Institute, certifying that NewSouth Window ��4 manufacturing Products within a quality assurancePra9amthat complies 1 r with tSO11EC 17020 and Guide 53. Z`+ No 43409 41: e IM. � Z-• STATE 0 ��;.%'�„C p R Tt �-'��$ yndon F.Schmidt,P.E. jCINAl�C�.`. FL PE1 No.43409 011212017 Sheet 1 of 1