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HomeMy WebLinkAbout19-22051 CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 22051 BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 22051 Address: 37355 DERBYSHIRE 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: WEDGEWOOD MANOR Est. Value: Parcel Number: 10-26-21-0120-00000-0900 Improv. Cost: 19,207.00 OWNER INFORMATION Date Issued: 11/26/2019 Name: HINEMAN, WILLIAM & MARGARET Total Fees: 210.00 Address: 37355 DERBYSHIRE DR Amount Paid: 210.00 ZEPHYRHILLS, FL. 33542 Date Paid: 11/26/2019 Phone: 813-395-8742 Work Desc: REPLACE 9 WINDOW & 1 DOOR CONTRACTORS APPLICATION FEES NEW SOUTH WINDOW SOLUTIONS, LLC BUILDING FEE 210.00 9- l f� Ins ections Required FOOTER 2ND ROUGH PLUMB MISC 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. CO T TOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER �ox�1o�uVuoo� o1o�8o�u2o City of iUsPerDlitAoo|icaUon Building Department . . Date Rec �� Permitting n n-x�x-x�x-nn- x x x n n-���mw-nn-un�n v Owner's Name HINEMAN WILLIAM Owner Phone Number 813-395-8742 Owner's Address Owner Phone Number Fee Simple Titleholder Name I Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS F 37355 DERBYSHIRE DRIVE,ZEPHYRHILLS uOT# Suoo|V|S|m0 PARCsL|o# (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED mswcomaro Aoo/ALr F---1 G\Om �—� �—� DEMOLISH R INSTALL �_� REPAIR PROPOSED USE �--1 Srn �—1 COMM �---1 OT*sR TYPE OFCONSTRUCTION �--| BLOCK �—1 FRAME �--1 STEEL DESCRIPTION OpWORK REMOVE AND REPLACE SAME SIZE WINDOW 9,ENTRY DOOR 1 -IMPACT BUILDING SIZE SQ FOOTAGE= HEIGHT —�ou|LD|mo `--� VALUATION OF TOTAL CONSTRUCTION =sLECTacAL AMP SERVICE F---| PnDonsSSswsRov r-� vuplE.C. [--�p�u�o|m� __� �v�u~ [--��ECH�m|CA� �x�VAT|om�F�sC��w|oA�|NGTA�u\T|�m �� F--lGAG �—� ROOFING �-7 SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA [--lYES NO SIGNATURE REGISTERED L L�� Address '10741 CROSSROADS COMMERCE BLVD,TAMPA 33610 1 License# CRC1330822 ELECTRICIAN COMPANY SIGNATURE nea/arsnso � Address uoenoe# puuMBsm ooMPxmv S|omATVms nsemTcnso Address License� MECHANICAL COMPANY S|Gm4Tums nEomTcneo Address ucenvn# ..OTHER- COMPANY SIGNATURE --- - 'nso/erEneo--- -L_Ll=N=J- 'pEs-CumRSIN- _L-���_�_~___- _-_,_ Address License# xnnmxxmxxmuxnmnnuuxxmxxwxnnxxxmxnnxnxmxxmmxxwunmnxxmxxmnxnvunmnnmno RESIDENTIAL Attach(2)Plot Plans;(2)sets o[Building Plans;(1)set m Energy Forms;R-OANPnnnit for new construction, Minimum ten(1O)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster;Site Work Permit for subdivisions/large projects COMMERCIAL Attach(2)complete sets of Building Plans plus m Life Safety Page;(1)set of Energy Forms.R-OAm Permit for new construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans wl Silt Fence installed, Sanitary Facilities&1dumpstor.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets o[Engineered Plans. ^^°PR0PERTY SURVEY required for all NEW construction. Fill out application completely. Owner&Contractor sign back of application,notarized If over$26Vu.0 Notice uf Commencement iorequired. (Ao upgrades over$7*u0) � 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 m contract required) Romofsifshingles Sewers Service Upgrades *JO Fenmao(P|nVSumey/Fontoge) Driveways-Not over Counter if on public madweyo..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 maybe 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. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use.in existing buildings, or expansion of existing buildings,'as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The-undersigned.also understands-, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a certificate of occupancy' or final power release. If the.project does not involve a certificate of occupancy or final power release; the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact to permit issuance in accordance with applicable Pasco Count fees are due,they must be paid prior ,p pp Y ordinances. . CONSTRUCTION.LIEN LAW(Chapter 713, Florida Statutes,-as.amended): If valuation of work is$2500.00 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 I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,Water/WastewaterTreatment: ...- Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. Army Corps of Engineers-Seawalls, Docks, NavigablbWaterways. Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abater ient." Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: Use of.fill,is not allowed in Flood Zone"V"unless expressly permitted: If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by-a professional engineer licensed by the State of Florida. If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to-adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which.are elevated::by fill-,an,engineered drainage plan is required. If I am'the AGENT FOR THE'OWNER, I promise in goodfaith,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 conditioni ng-,*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 OBTAIN 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 and grivo to or rrned)before me this by b L_'k Who is/are personally knownto-Ime or has/have produced Who is/are p onally own o me or has/have produced as identification. as identification. Notary Public Notary Public Commission No. Comm Sion N Name of Notary typed,printed or stamped Name of N t . ��p ce ber 12,2022 80WThMTroyF&InS=r"800.38�7019 813-780-0020 City of Zephyrhills,Permit Application Fax-813-780-0021 Building Department Date Received Phone Contact for Permitting rT=......... ..... .. Owner's Name Owner Phone Number Owner's.Ad4ress Owner Phone Number Owner Phone Number JOB ADDRESS LOT# SUBDIVISION PARCEL ID# (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTRR ADD/ALT SIGN DEMOLISH e INSTALL REPAIR PROPOSED USE Q SFR F-1 Comm 0 OTHER TYPE OF.CONSTRUCTION Q BLOCK 0 FRAME STEEL DESCRIPTION OF WORK BUILDING SIZE SQ FOOTAGE HEIGHT ifivviiii ........... =BUILDING 1$ VALUATION OF TOTAL CONSTRUCTION -=ELECTRICAL $ ;AMP SERVICE = DUKE ENERGY = W.R.E.C. =PLUMBING 1$ =MECHANICAL 1$ VALUATION OF MECHANICAL INSTALLATION =GAS 0 ROOFING Q SPECIALTY 0 OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO. .......... ..... �,IAI L-DE R COMPANY Y/ N FEE CURREN�IGNATURE , REGISTERED )A Address License# F_ 21 ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Address License# PLUMBER COMPANY SIGNATURE REGISTERED L_Y_LN_j FEE CURREN L_ILN_j Address License# MECHANICAL I COMPANY SIGNATURE REGISTERED L_YI_N J FEE CURREN Ly/N Address License# OTHER COMPANY j't SIGNATURE REGISTERED Y/ N FEE CURREN -Address License# F !!Hill! I 1J H twki ii-i-i 1 1 i-N I I I i-e-i-j-i-i I I I I I I I I i.i 1 1 14 1 11111 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,Stormwater Plans w/Slit Fence installed, Sanitary Facilities&I dumpster,Site Work Permit for subdivisions/large projects COMMERCIAL Attach(2)complete sets of-Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence Installed, Sanitary Facilities&1 dumpster.Site Wor'k 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: = 'ns: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement is required. (A/C upgrades over$7500) Agent(for the contractor)-or Power of Attorney(for the owner)I would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of:contract.required) Reroofs if shingles Sewe rs Service Upgra des..A/6; s(Plot/Survey/Footage) Driveways-Not over CoUn"-te-Vif6h public:roadways.;need§ROW... m a Plan Review Windows & Doors . 1). Need, manufacturing installation specifications: 2) Must.meet sections.R308 and 11612 of the 2017 F.B.C. 3) If windows are to be installed inside the historical district,they will need to be approved by the.historical committee:. 4.) No other work shall be permitted (framing, plumbing;and mechanical) unless.otherwise Specified. 5:) This is for replacement (glass for glass) only.. If you wish to change from screen or vinyl- windows to glass;then a,d,ditional information is required. . 6:) All windows to wall connections shall be left visible for inspection. 7) All labeling and stickers shall remain on windows until final-inspection. 8:) :No work.shall start without permit first.. NewSouth 10741 Crossroads.Commerce Blvd-Tampa.FL 33610 013-62"000-813-626-6001 fax www.NewSouthWindow.com Lic;#CRC-1330822 Node is Fbdda for Forth It0 Uc#S=31151763 T 77 Date 1!�/Z2.1 I 0 Home Phone 7SZ City state$,—/-- zip ausmess(ml.-l'.) Replacement Windows-Entry&PatioDoor,-Storm Doors-Impact Resistant Windows&DOcirs WHOLESALE&RETAIL WINDOW CONTRACT NewSouth Window Solutions agrees to measure,manufacture or furnish and service the fo3owing custom made windows for the amount STIPULATED BELOW-, All NewSouth vantage Series Windows Include Double Pone.Low-E glass with Algan gal,and 12 point fusion Voided corners, All.vanuage windows ate seated and vacuum tested for superior argon retention. C1 LOW-EGLASS- '440GLASS LA340GLASS OBSCURE GLASS 0 VES ro . TE PERED GLASS OYEI�NO ALL SASHES ARGIARGON FILLED-WITHOUT EXTRA CHARGE LOCATION: LOCATION: oz-Vpritage o.,VantagegowSingleHung ?IQXantage9mi.p.,a u.,he, OQUOLE HUNG t-VANTAGE a O1 PATIO DOORS WAU ISILMN SIANCAR01 0 P,,w 11 O.Moact 11 Mn•IMPUt 0 Open Praice Gr' SINGLE HUNG ARCH 04 9 300 SINGLE HUNG qAt F,SCQU%I -6d­T., 9/0 X 618 D 510 x 810 )(6,x, 0 9/0 x BID TESUDERENANIACE U 0 61OX6 0 121OX6/8 CXX,�ALVSCRFFN StANDMDJO FJl ic, 06/0 0 13 12/0 X$to X P, x 6/0 D 1610 X 618 810 x 8/0 0 IWO x 810 PICTURE WINDOW VANTAGE 3 PANEL PATIO D D impact anon us, u 3 WE StInER WT4 PICTURE If VaNDOW11"Afil"llf U Yrt I C; NEL PATIO DOORS TM a"Wit U 11110­1pact L cl_Pw rin Jno] `,,, [)HALF 0 DrEOROW I-QU-ITER-ROUND 0 TRAP 0 OUTER ROUND (DRAW941SPACE) Ca1)S1Y1.ES,'X-TA_NCIARD OCONTOUR LISHASS/GOLD/PENCIL r ntal pli,m 0 open t1w. U__1J H" i It I TOTAL NUMBER OF WINDOWS ON THIS ORDER. TOTAL EI)OOK L Subject to NewSouth field engmeering and approval. efj 6f hbkY I ;rssw� tb;�Olw 1A 13 Cuscomehgrlies to allow NewSouth to is ay a yard sicgn unul 30 clays aftercdinpletion TWDYURS FREE IN ROME SERVICE BUYER'S RIGHT TO CANCEL .Total price s 19R 3�3 BUYER MAY CANCELTHIS CONTRACT BY DELIVERING WRITTEN NOTICE TO THE SELLER AT ANY TIME PRIOR TO MIDNIGHT OF THE THIRD Down payment. $_A0 BUSINESS DAY AFTER THE DATE OF THIS TRANSACTION.BUYER MAY Delivery/commencement. $ USE THIS CONTRACT AS THAT NOTICE BY WRITING*1 HEREBY CANCEL' Balance due upon final $i AT THE BOTTOM AND ADDING BUYER'S NAME AND ADDRESS.THE window/door installation. NOTICE MUST BE DELIVEREDTOTHE SELLER ATTHE ADDRESS SHOWN ABOVE 0 nanc SankFiing ash on Completion e All material is guaranteed to be as specified.All work is to be completed In a workmanlike manner according to standards and practices.This contract is valid only with proper signatures.NewSouth shall not be behl responsible for time and material delays,strikes,acts of Cod or any other matters beyond its control.NewSouth is not responsible for any pre-existing structural conditions. No other work to be done,all other work to be excluded.Owner agrees that the equity in this property is security for thisjErS Since this contract calls for nude to order goods, It Is not subject to cancellation except as stated above. Start instdilation approximately weeks from above datte.Verbal promises can cause misuriderstandinqs, therefore this contract constitutes the entire understanding of the parties,and no othel,understanding,toltateral,verbal or otherwise,shati be binding.unless t5goed by both part' NewSouth to remove and haul away all job related debris, *Al�,�nd discounts allotted. All charge, Included above. ;.I wmo,�, " k you for yo ri 4-9 x Buyer's Signature NewSouth Representative X x Buyer's Signature NewSouth Manufacturing Authorized Officer 10741 Crossroads Commerice Blvd. 4!2NewSouth Tampa, FL 336 10 WIND90§WSOLUTIONS 813-626-6000 www.Ne%'.-'SOLlthWiiidow.com Replacement Windows - Glass and Screen Patio Doors - Entry Doors Wholesale & Retail Cont,ract Addendum to Original Contract Dated:y,JZ / To w-k I tb WN N,i d Date: I Email ;Iry C/ tm Da . Home Ph(jneT1?,3%5,PqiCe1 - 7j City�� � State Zip HLIsilless Phone (Mr. Mrs) NEWSOUTH WINDOW MANUFACTURING AGREES TO NIEASURE.i%IANUFACTURE.OR FURNISH AND SERVICE THE FOLLOWING CUSTOM MADE PRODUCTS FOR THE AMOUNT STIPULATED BELOW e, ujw1w.-o- C. r —$1.,).-e- r V 01 CMA , Rum �2 19H "'Pa4m# Vq�ece 49a., r& Y�? Dndlj 1"f^lt Was the home built prior to 1978? (e,21if Gbe, C>m 111*tq hSWnjtV_a 7- YES NO - ,ao,JL S (�,Wl d4je- IC seas. the unclei-signed -agrees ito the. .4r -ins und c(militions qf the Lead Sqjf w L112�'.q,'Atte Qq6atut, Af,= terms 19,13 3� Work pi-cwth-es cis setfin-th b.i. your Floi-idit licensed insicillei-s. BUYER'S RIGHT TO CANCF1. B(1*ER MAN' CANCEL THIS CONTRACT By Total Price for above S DELIVERING WRITTEN NOTICE TO THE SELLER AT .ANY TIME PRIOR TO MIDNIGHT OF THE Down payment THIRD BUSINESS DAY AFTER THE DATE OF THIS TRANSACTION. BUYER NM' USE THIS CONTRACT Balance payable on AS THAT NOTICE BY WRITING A FIER EB Y CANCEL" InstallatiowDelivery S AT THE BUTTOINI AND ADDING BUI*ER*S NAME AND ADDRESS.- THE '%OTICE MUST BE DELIVERED 'To Bank Financitig D Cush on Completion THE SELLER ATTI-tE ADDRESS SHOWN ABOVE. All material 6 pturaniced to he zo,sivulie& All Work t,,to he coinpleted ma workmanlike manner accordiagm stanthird practice%. this contract is i slid oul% u till proper signatures. Ne%%Nouth Wincitm lwlutwuss shall not he field responsible for time and material delaNs. strikes.acts tot God or ally other matters beyond our control 0%ner agrees that the ic etltjit\ ill this property is security I or ll e . Since tills Comract calls l'or made to order -.%cl:kN from aho%cdate Verbal promises can cause mismidersiantimp.illervi*ore thlb C01111'.10, C011SUMICs the entire understanding of the frarnes.and no other %whial or oiheruiw%trill be hinduw.-mile,signed by ix)tli parties. \o%Somh Wmdo%% or litred contracior to renume and luml a-.%aN all job related debris All 1116w%ld discounts allotted. All charges included above. Thank you for your order. L C u x Buyer's Signature NewSOL1111 Window Representative x x Buyer's Signature 'JewSouth Window Authorized Officer - - - - INSTR#-2019186358 - BK 9998--pG 3863 - -- 10/3.1/2019 08:27arn Page 1 -of 1 -- - Rcpt: 2104313 - - . . ._._ .. . _ .. - - -. ... IT: - _.._.. -0 ikki_ Alvarez-Sot.rles, Es - q - . Pasco County Clerk & Comptroller ----------- 10-26-21-0120-00II00-0800 - ----- - IJl37ICE DFCGMIWIENCEMENT Siatact, FLORIDA Countypf PASdo :THE-UNDERSIGNED heidby gives notice:tligt iriiprovaiiient.ddllbe*ids to'ceftawrasl propariy,.end in axoidant%Wth Chs}itar7t3;°Flodda Statutes, the fogawing irltarrfretion.Is proidded u}.thisNot'rce cT Cornmenceman>: ' DeseriPtionbt:property::Pareslldentltiea 0a0900'..:....... .. :.:.: -..._,..._..--,-,...,.,......,._.. --- Street'Address: 37858 REt2BYSHiRE.ORIbE,ZEf I1Yft:FiILLSi'FL33542 ctenare}n�a;ppo�pt►mprowatent......REM6,VEAND.'REPLACE SIZE-RO 7 SIZE WIN-DbWS.AND/CQR,.DO0.RS 6. 'Ovmei-letpimatlnri:or.Lisseeiii6trijoilon:#thelesseectknicied for ihvlinpruVefRenC'_ ZEPti"RILL'S ;FL: Address .. .: _.._.- ---.._.._._..._.......__..- City -. ...._.. _ State Injeresi:in Property WMER' Fisme riCFee'S}mple TiNcholder.: . (If'd'dfarerufroRr.Owner'Jisted eptiv9). . 'Address. City State ' 4. Ceni RbwSolm Window 1`07A.1_t`-QSSROADS COMMERCE.:BLaID: Tampa FL. Addres§•... .... ... .. . . .... ....... .:.. Chy .. ._...,.-....._,..' State COFitrarlors.Telephone IJa: 813=628-600� Name- .. ...:. Adr&eas'. City ._ State . ti. Lertdat: . ... . .'Name Address' City Stets': 'I:endafs°.Teleptioiia°hlo;:� 7. Parpons 30thin the Stale ni Elodda':dosl hated.by the owner upon vftm not cevorp"r:dos rppiap:may.be senred;as prpv'rded try :Sedfon.713a3(1,)(a)(7};'Florida SmMes: Address City State Telepllons!'fJumhe�oF!]es}gnatedP . 'a. insddliicniatilrrrsdlf,:titaowneiddIgnal6s oF_ to reeeivx'a pow ar the f3enoP5 Notre:as propitled in.Sectinn'743.t3(t}(b),flonels Siafutes. Telephone'Number of Person or EatityDrslgba�o by Owner::, '8: E.r�ganon.tleta.ot Ndtioe'eF'Cnirxlierrcerrierit(thele**on dote t*not bs'belore.:liie eoinplegon ofcorrsirirction:end?fm81.p�,yrrienf;tc'Ytte: taplraefor,Jurt_wl®berme yeaiirmn,the date of iamrding unless a:pTfemot date is spad6ed}; WARNING--TO OWNER: AW PAYMENTS'MADE:BY THE OWNER AFTER'THE=.EMRATION OF7HE-NOTIOE OF COMMENCEMENT. ARE"CONSIOERED IMPROPER-PAYMENTS UNDER.CWTER713 PART'T,SECTION743.13 FLORIDA:STATUTES: AND CAN RESULT-IN YOUR.PAYING TWICE FOR IMPROVEMENTS TO Y06W.P.ROPERTY. A:NOTICE' DF.COMMENCEMENT MUST BE RECORDED;AND.POSTED:ON.THE.JOB SITE.BEFARETW—F.IR.&JNSPECTION,IFYOU'INTENOTO:OBTAIN FINANCING,CONSUL•T. WITH:YOUR:kEVpER ORANATTORNEY'BEFORECOMMENGINGWOFkK RRECORDINGYOURNOTICE'OFCOMMENCEWK. Under penstiy otpedury,1 dedere teal I hove read the foregoing aotice of comrnp cemerd;and that thebcls stated therein am tree to.tha best pt,trry icnov�ledpe a rW.beilet t-AT#bF:FLORIDA' COUNTYOF F'AQCO' Slgneture a Owner crLessee;or:Ownaes a lbasee'4viuthodzad 01rio6rtDi,wni0arin0raAortager fit G d ll, $lgnato slltle/Omce The_taregoing'instrumenl vss ecknm aged befOra me his: i by i i (NPe of 7f, . .;offibeiri stee;. (home of pa ins s Personally Known©DR-Prdd, Idorr ifrestion Notary Slgrreture Type of ldentlflcolIm Produced \111) 1��6�K 1.1114 Ay/ um cl "taw �y`( W H/Fp i ���� �,1gS10N�• �i� ,\ �o JaE A2,202�scarp #GG 104950 wpilnta/bc4/rioGcernmmehcement_pc053D48 y o 6 \ham C`o ��/�9 a`ypublic UI'... ;-Zv I i i I II I i II� II II I I, II` li 1 � a L NJ w i i Il i +J AT �M F:►, P¢��oe��Tv ram Pn r�s THIN Is TO t:>RTIFY THAT THE FOREGOING IS A TRUE AND CORRECT COPY OF THE DOCUMENT ON FILE CAR OF PUBLIC RECORD IN THIS OFFICE WITNE S Y HAND A - IF IAL SEAL THIS -- ''%�DAY OF 2 CQ l LL� CLr.RK OMPTROLLER BY DEPUTY CLERK FIEPM .7 12 12 BASM 31, 00, U4 ss a F+ 1 20 4 O �® 12 Al. i t�tL i N tes: Back Installation Notes: <Tjftewsouth ��, e� z N 'scxunops c ;` j RtUsA Window Specification and Detail Pursuant to Contract with NewSouth Window Solutions M G` First Floor ff_ 1. Customer., Address: .Lc.. h City: V,&�zfw fu,Pz ? Zip: 3.3 3- Phone:(H) -3 9 -71 L (C) - - (W) Contract Date: D 1 el Factory Rea.: ,+�n.�?� 7bgZ�_ Front Frames Screens Insulated Glass Unll Grid Opt ons 'Customer Approval: C� o _ � Glass � �Q � � Calar (W x H) (W x H) (W x H) = Type c N > >. ii o WIN Location Style ,EXTANT , Sales Measure Opening Size Make Size ( m n ° D o ° ' Additional Informetio�n 3 L — I,tJ `� 7 x '[ x 3._...,.x�&a / / 71 f �I x X L15 �9 J r r I - I _ I I { 8 -- '� � . .tom_ �-3�• � i kr VA d — o J 3'X5r/ lv .r D 10 Q I?i1A- Ji w / x x x �,�., u Il 12 x x x 13 — - -.,-x x x - 14 x x X i ! 15 x i X x 16 x x x 17 x x x ` 1e x x x .... - ---... --- __. .............----..............--_..-. _ _—_ ---- - -- +— - 191 I x x x ; I i .. . ._.... . Door Specification and Detail Pursuant to Contract with NewSouth Window Solutions Swing Door Addendum NewSouth Customer: , { Q� „v �`+. � . , ,� WINDOW SOLUTIONS Contract Date: I Factory Rep: City: ip: l Address: 3 J 3 .S l Uc 3 Gtfr cif- [9i,, c Cust Approval: G V% !l y , ' 3 5 Lic#CRC-1330822 Phone.-'(H"): (W): 3—?7�- )Z-92 Lic#SCC-131151763 NewSouth not responsible for painting or staining. 0 ° 'a (W x H) (W x H) (W x H) Handing 3 _ n o ; p — a Q n Additional Information or Hardware Location Model# Page# Smooth Textured Sales Measure Rough Make Size RH LH Is OS Measure 1 tlo — D x l� x U 2 c 3# x x x 3 x x x 4 x x x 5 j x x i x 6 x x I x 7 x x x 8 x x x 9 x x x I 0 x x x j b Hardware and Hinge Finish Codes Sill Finishes Codes Outside outside Outside 630 Stainless Steel Mill-Aluminum 619 Satin Nickel US15 619 Nickel 613 Oil Rubbed Bronze US10B 612 Bronze nsar>•.M M.y*y +,u wra«,..tee lamb Depths/Types Rw,rmw,.�.ms Inside Inside InlVe 49/16 51/4 69/I6 71/4 Outside outside Outside Customer and Measure Tech agree to Door Swing Inside I t.tt rl,M Ore.vy `[\\1, Rt1r N>N paaan.q 4'h N,w UW.uar�{ nside Inside Tech Initial Customer Initial Florida Building Code Online Page 1 of 6 s = sibnal Regulation roar Hot Submit Stilts Contact BCIS � ; . . BC'IS Hotnc. .Lngln il!ccrRci�iration ' & Publications Site Link; Search bpr TopicsSurcharge Us Facts h_9 ar Product Approval USER:Public User �. � Product Approval Menu>Product or Application Search>A>>lication List>Application Detail FL!! y 'FL-16851=R7 Application Type Revtsioit� Code Version 2017 Application Status c pproved"'�,. Comments Archived Product Manufacturer NewSouth Window Solutions Address/Phone/Email 10741 Crossroads Commerce Blvd. tamps,FL 33610 (813)626-6000 danochstein@newsouthwindow.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, Address/Phone/Email NATIONAL ELECTRIC CODE, AND THE CITY OF 47EpHYRHILLS Quality Assurance Representative ORDINANCES Address/Phone/Email REVIEW DA91 ' 5 x�1 Category `,W'indows- CITY OR ZEh Subcategory Single-Hung PLAN EXAMINE F-llIL 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 Lyndon F.Schmidt developed 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. R) Validation Checklist-Hardcopy Received Certificate of Independence 1-116851 R7 COI (d)('ertificate of lndependence,pdF Referenced Standard and Year(of Standard) Standard Year mhtml:file://C:\Users\spiker\Desktop\Scan\16851.4.mht 7/25/2019 Florida Building Code Online Page 2 of 6 AAMA/WDMA/CSA101/I.S.2/A440 2011 AAMA/WDMA/CSA101/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 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 42 0 0 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 11 (b)inst 16851.1.p(If 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 16851.1 for Design Pressure Ratings, FL16851 R7 AF, (b)Eval 16851.1.pdf any additional use limitations,installation instructions Created by Independent Third Party:Yes I and product particulars. 16851.2 b.9400 Single Hung Window Extruded Vinyl"Non-Impact"Single Hung Tilt Window with Flange(O/X-configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No F1,16851 R7 II (b)In.rt 16851.2.rdf 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. F1.16851 R7 ,AE (b)f.•.val 16S51.2.pol' any additional use limitations,installation instructions Created by Independent Third Party:Yes and product 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 16851.3.01' 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, FL16851 R7 .AI? (b)Eval 16851.3&dr any additional use limitations,installation instructions Created by Independent Third Party:Yes and product particulars. mhtml:file://C:\Users\spike.r\Desktop\Scan\16851.4.mht 7/25/2019 Florida Building Code Online Page 3 of 6 L6851...4--�------d-9450-Single Hung Window Extr did 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 16851.41t11' 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, F1.16851 R7 AE (b)Eval 16851.4.hd1; any additional use limitations,installation instructions Created by Independent Third Parry:Yes and product particulars. 16851.5 e.9450 Single Flung Window Extruded Vinyl"Impact'Single Hung Tilt Window New Impact Rated-HVHZ Construction with Nail Fin(O/X-configuration) Limits of Ilse Installation Instructions Approved for use in HVHZ:Yes FL16851 R7 lI (b)Inst 16851.5.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 16851.5 for Design Pressure Ratings, F1,I6851 1Z7 AE (b)Eva[ 16851.5.p(li any additional use limitations,installation instructions Created by Independent Third Party:Yes and product particulars. 16851.E f.9450 Single Hung Window Extruded Vinyl'Impact"Single Hung Tilt Window with Impact Rated-HVHZ Flange(O/X-configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL 16851 R7 If (b)Inst 16851.6.pol• 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 Report's Other:See INST 16851.6 for Design Pressure Ratings, FL16851 R7 AE (b)Eva[ 16851.6.pdf• I any additional use limitations,installation instructions Created by Independent Third Party:Yes and product particulars. 16951.7 g.4400 Single Hung Window Extruded Vinyl"Non-Impact"Single Hung Window New Construction with Nail Fin(O/X-configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL Iti 51 R7 I( (Wjq, 16851.7.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 16851.7 for Design Pressure Ratings, FI-16851 R7 AE (b)Eval 16851.7.1idf' any additional use limitations,installation instructions Created by Independent Third Party:Yes and product particulars. i 16851.8 h.4400 Single Hung Window Extruded Vinyl"Non-impact"Single Hung Window with Flange(O/X-configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No 171,16851 R7 If (d)Inst 16851.8.rxii 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 16851.8 for Design Pressure Ratings, FI.I_6851 R7 AE ((I)Eval 16851.8.1xif any additional use limitations,installation instructions Created by Independent Third Party:Yes and product particulars. 16851.9 L 4450 Single Hung Window Extruded Vinyl"Impact"Single Hung Window New Construction with Nail Fin(O/X-configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL.16851 R7 IF d)Inst I6851.9.0f 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:NIA Evaluation Reports mhtml:file://C:1Userslspiker\Desktop\Scan116851.4.mht 7/25/2019 N ewS o uth W MAX.OVERALL FLANGE WIDTH lot t - ——54"MAx.OVERALL FRAME WIDTH WINDOWsOLUTIO Szc;;i , ,• =nFl 4901 alr�IvdTampci,FL33610 - —=� o zcli i ` F Fm oa a a r 9450 Single Hung Window pa IMPACT RATED m w/Flange w Z GENERAL NOTES o :E U U I. This product has been evaluated and is in compliance with the 6th Edition(20t7) Florida Building Code{FBC),excluding the"High Velocity Hurricane Zone"(HVHZJ. a 2. Product anchors shag be as fisted and spaced as shown on details.Anchor s embedment to base material sholl be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection,this product - z12 S, complies with F8C Sections 1609.1.2&R301.2.12and does not require an impact resistant covedng.This product meets missile level"0'•and Includes Wind Zone 4 as defined in ASTM E 1996 and FBC Sections 1609.1.12&11301.2.12.1, N a am o s 4. For 2x stud framing construction,anchoring of these units shall be the same as iE z N d that shown for 2x buck masonry construction. 0 " j" g5. Site conditions that deviate from the details of this drawing require further k o 1= engineering analysis by a licensed engineer or registered architect. $o �•-r W Z W MAX MAX z TABLE OF CONI£MS DESIGN PRESST1Rf N O MAX.ovFRAu MAX.OVEUU . DEriION DAY UIE DAY UM. GIASS SHEETA SCRU x FLANGE YRAW. DIMENSION DIMENSION. TYPE I Typical elevations,design pressures&general notes DIMENSION DIMOWN fOPMALE) -(UM)"' POS, NEC. akin 2/19 14 0 2 vertical&horizontal cross sections WALL N.T.S. 3 Vertical&horizontal cross sectionsSW x 77b" 54.0•x 76.0" 471r x 34.3V 49.79'x 34.5' GtDM a uK m £ 4 Buck&frame anchoring rxx.se LFS �: �? 5 Components 4UY X 49.0" 40r X 45.W 33.25"x 20M 35.7.7 x 20,5•• G2 +65.0 -85.0 ox vr+c uo s i 6 Bd!of matertols and glazing details FL-I685r.0 - 0 ry U — — d ffi1C04nts\New South Windows PERMANENT\A-Florin Product Apprmals\FL-16851 SsngL Hung\C-Drawings\FL-16851(2017)\FL.16851A.dwg 2.4 Ono z� . • ° D � Ni N� N2 a$ 0°0 r no z N s w N N I0 IO m0 co N O o to z N a r�m m0 O 3 cp m La I nm ❑ A Z � � � Oo ��o Z a A Z X A N N tr P 1� °e v N W � •° Id ti7 e• m n � N n 09 y Z •° V O A W W n � I v m 111 EMB-tTYP.1 n EMS. JTYP G} No.134M OctDbef T2,2017 PRODUCT: D--.n onporW Bl.,i SINGLE HUNG WINDOW Lyndon F. Behmidt •••••••:Z........ UPDATE TO 6TH ED. 2017 FUC JK P.E. P" J 2WDA ADDED &D.A8 WTN00W SIZE LFS //% II \t\\ �� ? !!!lIIIIl1 ?, - r- y m 2 9ADDED ALT. ANCHOR LOCATION LFS PART OR ASSEMBLY: GD BUILDING CONSUL7ANT5, WC. to I6 UDATETOH!a. 2014 FBC LFS P.O. Box 23DVaMoo, FL 33595 — NO BY VERTICAL & HORIZONTAL phone No.: 873.OSIca, FI 97 I ONS CROSS SECTIONS FBPE CAL No. 9813 201 R.W.Ou1LO�N0 GOR�ULTAM�IND. 111t tl >>tii lljl G NOTE:Sheet Metal Screws must Penetrate a min.of 3 hrsads (trough at least 2 sheets of metal E � 18 � rd•:. ;� �� Ean {gip�- Z rI y1,•-. r ,� F 3 Mf T' 3 v O 3 21 INTERIOR �:✓ �� ,ill `,,�: + I � l�lr f•111E t, U i�m C$ pppp p C Q N ! ♦ 9a0. ggo 2 8a X 14 I 12 11 SEE NOTE 1 ZI1 7 t 2 GT G2 EXTERIOR G2 G1 a TO J z l _ HORIZONTAL CROSS SEC17ON m .a e S 3 Metal Stud Const=tion x w Note: $ INTERIOR 1.Lock and keeper located T from O Irrn o S each end of lock meeting rod, i t r ply� E 6 7 ¢(Y � MAX.DESIGN•PRESSURE FOR ALTERNATE EXTERIOR " 1-1/4 MW ANCHORING LOCATION SHOWN ON THIS SHEET 9 2O (TYP) 4 $ EMS.(TyP•I (FOR FRAME WIDTH>40'OR FRAME HEIGHT>481 A ' 6 G2 G1 B o L n+ C C F+W q 1 18 INTERIOR 4 18 1 2 13 ry 3 a a z e c 4 21 21 v` 4 w =w o y� ` O V C 4aa� Y �wag q • / � �� b71�bH � . a 3 3 3 : rnw-z 113 . E ' nn:: 2/19/14 za T? EXTERIOR 1 $ 2 G) 02 G2 Gt 2 Ei B.(ryp.i n« c S m �`J l'�1 VEIMCAL CROss SECTION d � E l 11 HORIIOMAL CROSS SECTION 2 HORIZONTAL CROSSSECTION _ ` 2X Buck Masonry Construction 3 TXBuckMasorryComhirction 3 2X Buck Masonry Conshuclion ft-Tb&57.4 a Sxa-r 3 --L O .. *— —3 EQ.SPACES 1!r hMX.O.C. 5 1:✓ ,•t S o n i vim�!r Mi 4 (tYP-} li 8 ' Ili tiiil �r� 2 8th 5 cm m ci 6���r q to � -- �t SASH 4sx 2X BUCK2X SUB UCKBUCK FRAMESTEEL slue � o IYP. a a W 2X SUB r z K MASONRY D BUCK w z r o s OPENING ' MASONRY J �19 TYP. --�C SASH OPENING ? L K � o tt i 1 F i T" x BUCKANCNORIMG z N ggqg.r N u: N o twzw O A a - CONCRETE ANCHOR NOTES: v I.Conc rBte anchor locations at Nre comers may be adjusted to maintain the rnin. edge dstance to modorjoints. a 2.Concete anchorlocations noted as MAX.ON CENTER•must be o*Med to z s mointain the min edge cWoice to mortorldnis,additional concrete anchors m • may be required toenuxeMe WAX.ON CENTER'dimensionara not exceeded. m n n w� F 3.Concrete anchor table: c^N a o ad ANCHOR ANCHOR MIN. MIN.CLEARANCE. MIN.CLEARANCE TOM So TO ADJACENT .r M w^ a .TYPE. SIZE.:: .EMBEDMENT. EDGE ANCftf?R z a s.sic: 2119114 i 01.1/1" 2' P saxc N.T.S. 9 TAPCON / ELCO #t4" #-#/�' #� �' Me-BY. dK n' � S ULTRACON crr<.BY; LFS 3 WOOD SCREW INSTALLATION NOTES: DPAWM rp, c 1.Maintain a mWaxim W edge distance,I"end distance,3 l'o.c.spockV of FL-16851.4 v wood screua to prevent the wfftflrrg of woad. srrtLr_�L or 6 v • P,1Cr*;i,\NeW South Wnd..SKRMANE?IMA-Florida Product Apprmzis\fL.168515ingteHungXC, 3.2'r P y i 0.067' 0. 2.14"— D —2.7N r-1.24"-7 Ep! 1.78"- - 1.24- C> 0 0.26- 1.42"— N n C, �—b o —1-4T 59 MOW October IZ 201 PRODUCT: oxum..to P=tw. SINGLE HUNG WiNDOW I � 43409 "DATE TO 6TH ED. (2017)FIRC J P.E. No IN 517C A,31 11,011111W 7 ADDED 4008 WINDOW L AFS 7 ,ADDED ALT.ANCHOR LDC?ArloLC LM I PART OR ASSEMBLY: ULTANM INC. To 5,g___-(20-4) LFS I IS ED 'FL VatrIca. 33395 !A UPDATE U, DA E Ph no Na.: 813.859.9197 COMPONENTS REVISIONS FBPE CA No. 9813 BILL OF MATERIALS 10% it MAMAL B 2X BUCK(SG>=0.55) WOOD C 1/4'MAX.SHIM SPACE j Tc �:js D I/4X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACT E CONCRETE 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 0 �g Ok F #10 X T PPH SMS 11-1141AN.EMBEDMENT) STEEL, G 2X STUD(SG> 0.55) WOOD H #IOX2-117'PPH SMS STEEL 5/9. -i STEEL STUD Min.Thk Dn'JASTM X6-53 GRADE 33 Fy-33 W min.,N=45 ksi rvIln.) STEEL GLASS WE 716'OA.GLASS THK. z z 10, K #10 PPH SELF-DRILLING SMS STEEL GLAZING SEALANT '°' I EXTRUDED VINYL L4 RIGID PVC sz L *10 9 Z'PPH SMS 11-1/2'MIN.EMBEDMENT) STEEL (SIKKAFL 2) I/8'ANNEALED GLASS G 736A)* RIGID PVC EXTRUDED VINYL GLAZING BEAD(425A)- RIGID PVC 2 EXTRUDED VINYL WIN BEAD( 3 O.W SARVe PV8 INTERLAYER !4 R*10 PVC 5 STILE( RIGID PVC CD I fir ANNEALED GLASS STIL 6TMEETINNG RAIL(07)# RIGID PVC :1 AIRSPACE SEE 7 LOCK RAIL(476)' RIGID PVC I/Ir ANNEALED GLASS 8 BOTTOM RAIL(4859)- RIGID PVC Cs rc, 9 MEETING RAIL REINFORCEMENT 6063-TS ALUM UVE METAL REINFORCED BUTYL 10 LOCK RAIL REINFORCEMENT 6063-15 ALUM tu 11 SASH LOCK - @2LA� < rnca 12 KEEPER 0 13 BOTTOM RAIL REINFORCEMENT 6063-ITS ALUM 14 HEAD ADAPTER jMj- RIGID PVC STILE REINFORCEMENT I 6063-T5ALUM 12 T 20 WEATHERSTRIP . 2 21 BALANCE COVER(4681 RIGID PVC GLASS BITE 7/fr O.A GLASS ITX 22 EXTRUDED VINYL GLAZING BEAD W/DRIP EDGE(467)- RIGID PVC GLAZING SEALANT 24 BULB GASKET(AMESBURY) FOAM (SWAFLf)(-552) THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN"AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS. Ifir ANNEALED GLASS 0.105'SAFLEO PVB INTERLAYER Iff ANNEALED GLASS c:) AIRSPACE a 118*ANNEALED GLASS METAL REINFORCED BUTYL 2119114 N.T.S.— JK CHXI BY.- LFS 51 ORAIM"G NO, FL-18851.4 SNEV 6 or 21 R R W Building,Consultants, Inc. W Consulting and Engineering Services for the Building Industry D P.O.Box 230 Valrico.FL 33595 Phonc 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No.9813 Product Sub Category Manufacturer Product Name Category NewSouth Window Solutions 9450 Single Hung Window Windows Single Hung 4901.Oak Fair Blvd Impact Rated Tampa,FL 33610 wl Flange 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 1 D 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 6th Edition(2017)Florida Building Code(FBC)excluding the"High 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 borne debris protection this product complies with FBC Sections 1609.1.2&R301.2.1.2 and does not require an impact resistant covering.This product meets missile level"D"and includes Wind Zone 4 as defined in ASTM E 1996 and FBC Sections 1609.1.2.2&R301.2.1.2.1. 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-16851.4 require further engineering analysis by a licensed engineer or registered architect. 6. See drawing FL-16851.4 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testina Laboratory Signed by ATI C9936.04401-44 AAMA/WDMA/101/I.S.2/A440-08 Architectural Testing,Inc. Shawn G.Collins,P.E. AT[C9937.05-401-44 ASTM E 1886-05/E 1996-06 Architectural Testing,Inc. Shawn G.Collins,.P.E. TEL 02031566 TAS 201,202,203-94 Testing Evaluation Lab. William B.Shelton,P.E. TEL 02031723 AAMAIWDMA/101/I.S.2/A440-08 Testing Evaluation Lab. V.K.Wright TEL 02031724 ASTM E 1886-OSIE 1996-09 Testing Evaluation Lab. V.K.Wright 2. Miami Dade NOA Materials Testing 17-0712.05 Sanex•PVB Interlayer(Eastman Chemical Co.) 3. Drawing No. Prepared by Signed&Sealed by No.FL-16851.4 RW Building Consultants,Inc.(CA#9813). Lyndon F.Schmidt,P.E. 4. Calculations Prepared by Signed&Sealed by Anchoring RW Building Consultants,Inc.(CA#9813) ���tiSG �1,�don F.Schmidt,P.E. 5. Quality Assurance ��� ��.•• E jy �' Certificate of Participation issued by National Accreditation and Management ��� :•�-� 's(C s• Institute,certifying that NewSouth Window Solutions is manufacturing �` No 4*409 •: products within a quality assurance program that complies with ISOIIEC 17020 and Guide 53. 'O STATE ����,�•.�� Q,�:;��`�Lyndon F.Schmidt.P.E_ �i��S• D fi 1�.• FL PE No.43409 Sheet 1 of 1 ���i`,SI��AIA� N���` 10/1212017 Florida Building Code Online Page I of 5 - ��,:r.t.f-. x i`'�A^w�x?�`s.'`'.��::' :«?A;etk:�.�,1s�� sa •• =''':�� '', .,. i:,'`"'S^N�::fR :`,,+,.3k''`,ir'-^,c' *"�Sk•„ r�.'j„R ?5 t p�' :- ;;ur :r y,"{`s, ".(}P` .A-. .:a�C,., .rs:,-�;e�.v ,r�U.is. .,t.,L::�.w=:::,a�",wi�r.�C...r,:.:{,'_.`j"�r�a«•�;. '"'s- ;;j:; �^ F� � y.:<,', '^-T„ '�` y... �'�a-;y±.+ i"+'7 . i:�. `.`i�`,s _�..,.�"17::7r,., Fdl'�n��:.r�.�X�s 'aa3>��i�a _ .r✓�C- ..d,r.'# acts Nome Log In w User Registration Hot Topics submit Surcharge Stats&Facts ` Publications }.Go61act Os ! BaS Ske Map Links Search 1 1 413rodUCt Approval USER:Public Urer . . >:niy!3.BS.'Pnnaltl^i4>) }ua or ArnlICALOu Scan'h>A22&3tkm t.is,I>Application Detail f „h 5w FL: AFL 16842-R5' �� Application Type Revision Code Version 017" Application Status pproved Comments Archived Product Manufacturer NewSouth Window Solutions Address/Phone/Email 10741 Crossroads_ Commerce Blvd. tampa,FL 33616 (813)626-6000 danochstein@newsouthwindow.com Authorized Signature Vivian Wright tickw@rtivbidgconsuitants.com Technical Representative Addre>ys/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows - Subcategory rforizontat-Slider= Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer !'l Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lyndon,F.Schmidt,P.E. 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 3.King,P.E. Y1.Validation Checklist-Hardcopy Received Certificate of Independence FI I,6 42 Rs COI (d7 C�rtificat�R�jOlj�pe l�den42�i� Referenced Standard and Year(of Standard) switch rrd year AAMA/WDMA/CSA10I/I.S.2/A440 2008 AAMA/WDMA/CSA101/I.S.2/A440 2005 AAMA/WDMA/CSA101/I.S"2/A440 2011 ASTM E1886 2005 ASTM E1996 2006 ASTM E1996 2005 ASTM E1996 2009 TAS 201,202,203 1994 Equivalence of product Standards Certified By Sections from the Code https://www.f'loridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtmmTSTNdV... 8/23/2019 Florida Building Code Online Page 2 of 5 Product Approval Method Method 1 Option D Date Submitted 06/19/2019 Date Validated 06/21/2019 Date Pending FBC Approval 06/26/2019 Date Approved 08/13/2019 Summary of Products Go to Page Page 1/2 0 0 FL# Model,Number or Name Description 16842.1 a.Series 9000 Model 9500 Slider Extruded Vinyl"Non-Impact"Horizontal Sliding Window XO utilizing a Nail Fin Installation(XO or OX configurations) Limits of Use Installation Instructions Approved for use In.HVHZ:No FL16842 RS 11 (b)jrlgt_i&gjZ j.od( 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 16842.1 for Design Pressure Ratings,any FL16842 R5 AE l vai 16s42.1.odf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 16842.2 b.Series 9000 Model 9500 Slider Extruded Vinyl"Non-Impact"Horizontal Sliding Window with IX0 Flange Installation(XO or OX configurations) Limits of Use Installation Instructions Approved for use In HVHZ:No ELIfia42 RS: I (t)Inst I6842.2.udf 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 16842.2 for Design Pressure Ratings,any �_R5 AE fe)Lva1 1Ge42.2.ndf additional use limitations,installation instructions and.product Created by Independent Third Party:Yes particulars. 16842.3 c.Series 9600 Model 9550 Slider XO Extruded Vinyl'Impact"Horizontal Sliding Window utilizing a __ Impact Rated Nail Fin Installation(XO.or OX configurations) _ Limits of Use Installation Instructions Approved for use in HVHZ:No FL16842_115 II (b)Inst 16842.3.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•16842.3 for Design Pressure Ratings,any EL16842 RaAF (e)Eva116842 3 pdf additional use limitations,installation instructions and.product Created'by Independent Third Party:Yes. particulars. `il';Serie5.9000 Model 5g.Silder �E)truded Vinyl"Impace Horizontal:Sliding Wind1;WW-th _ �XO'�Iinpa"crRate"d' Flange�Instaitation(XOorvoX�configurations)' ` �`E'� ° :�= Limits of Use Installation Instructions a Approved for use in HVHZ:No 1`1_16842 R5 II (b)Inst 16fi42.4.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 16842.4 for Design Pressure.Ratings,any F 1(,10W_RS_AE le)Evai 16842.4.ndf additional use limitations,installation Instructions and product Created by Independent Third Party:Yes particulars. 16842.5 9000.Model 9550 Slider Extruded Vinyl"Impact"Horizontal Sliding Window utilizing a XO Impact Rated-HVHZ Nail Fin Installation(XO or OX configurations) Limits of Use Installation Instructions Approved for use In HVHZ:Yes -FLI 842 RS II b)Inst 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 16842.5 for Design Pressure Ratings,any FL16842 RS AE (e)Eva] 16842�5&df additional use limitations,installation Instructioris and product Created by Independent Third Party:Yes particulars. 16842.6 f.Series 9000 Model 9550 Slider XO Extruded Vinyl"Impact"Horizontal Sliding Window with Impact Rated-HVHZ Flange Installation(XO or OX configurations) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16842 RS It (b),Inst 6842;6;pdf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtmmTSTNdV... 8/23/2019 ffiWINDOWSOLUTIONSis- 08 _ xt 4901 Oak Fair B vd.,Tampa,.Fi.3361 Q —" 75.13'MAX OVERALL FLANGE WIDTH +n, ,» o �.Z �� U N'_ 7e MAX.OVERALL FRAME W,DTH 1 b 60 f°24 Series 9+00,0 Model 9550 M Slier X � � - - -= z �� IMPACT RATER Ir w/Flange GENERAL NOTES . _= 1. This product has been evaluated and is in compliance with the 6tt1 Edition(2017) Florida Binding Code-(FBC)structural requirementsexciuding the"High Velocity ¢ 0 4 Huntcane.2one°(fivHZ). a yc �in r a 2. Product anchors shall be as listed and spaced as shown on details.Anchor �.s a°? = embedment to base material shall be beyond wall dressing or stucco. m n 3. When used In area requiring wirxi borne debits protection this product r o 4 / 1 complies with FBC Sectlons 1609.1.2&R3612.1I and does not require an a impact resistant covering.This product meets missile level'V and includes Wind Tone 4 as defined in ASTM E1996 and FBC Sections 1 W9.1.2.2&R301.2.1.2.1. 21 .... —._,...-----._..._..,.. iz 4. For 2x stud framing construction,anchoring of these units sholi be the some as z that shown for 2x buck masonry construction. rL.o�,a a 5. Site conditions that deviate from the detals of this drawing require further ITM r p engineering analysis by a t'censed engineer or registered architect. N'N N Q - MAX OVERALL MAX OVERAU DESIGN PRESSURE'.: o i _• MAX, A4Air i TABLE OF CONTENFS FiANGF': d1MEFRN ION DAY trTE. DAY LITE'`+ GSASS SHEET# pESCRtPT10N' : . DIMENSION, DJMEN I}N lYP P{TS. ft S,f7 NEG.,, DIMENSION. E T T ,cal elevattons,deS,gn sst;res&general notes faPERA$tE];` (Rt[Ett WV 2 a 9 2 Vertical&horimntol cross sections 75.125"X 44.12V 74 Q"X WY' 33.V X 57.3r 33.625'X 5VT GI +50.0 .60.0 sme N.T.S. 3 Vertical&horizentd cross sections Una en ,k m s 4 Buck&frame anchoring 75.125"X 73.12V 74V X 72.0" 33.W X 66.W 33.625"X 67.75' Gt +45.0 -50.0 LFS I3 Components v G Bi of materlals and lazing detoils FL-16842.4 0 ._._._. sxm 1 a- fi - V CC .10 NOTE:Sheet Metal Screws must penetrate a Sjo .' R min.of 3 Itveads ttvough of teas)2 sheets of S metal(maintain a.m1n.3/R'edge distance). ;x d n U N O < ♦ ^ 4 U QZ� OIL Gi D °a��o E. U� a 'a C 1.Lock and keeper located T from 2 1T SEE NOTE 3 zo each end of tack7meelUrg s%. n r x w 2.Metal roper assembly located z'irorn 4 HORIIOHTAL CROSS SECTION G1 each end of the bottom roil. g i y 3.Anti�iti securedtoheadwIih 2 Metal (4)#6 x 1/2"PPH SMS. E 3 8I z 1.114"tAlN. 0. 4 _EMB.pyP.) A 4 ' 8 G1 3 C C 15 o 8 ^s + ♦ Y 10 61 13 0° n 18 N O N SEE NOTE 1 11 T 14 SEE NOTE 2 W • 12 A dd ° C ou$ G1 Soya ° B U-s N ^NQW CR G. /• ; •• Y • d n N O z D 2 1-Tl�MtN. Z 9 scum N.T.S. 1 EMB.(TYP.) M 9r: JK E 2x Buck MAL CROSS SECTION 2 HORILOHTAL CROSS SECTION VERTICAL CRASS SEC11OH )' ooc WAM'a !FS 2 2X Buck Masonry Gonstnrc#Eon � 1 X Buck Masonry Construction 2 2X Buck MosoruyCorutructkm Ft—16842.4 ° n 14 m FW_L OF j g Q ��aa�''r11 w - = .._-•�:_"—""-"' NdtE:Stteetl•AetalScrews must penehatea ,r K im m of 3 ttveads lhwgh at lead 2 sheets of Vj metal(mdntanamh31r edge dstance). r 1t 2 E �4rit un o n m z 3 j I o ° u 3 . � � Rgti z ;x4 � � s 9mW Gl a . � m as S f ad 3 f L 63a /f C N Nate. 3 1� SEENOTE3 N t.Lock and keeper located 7"from 3 2 p ac�a C each and of lock/meeting stile. y 2v'i 2.Metal roller assembly located T from 4 HORIZONTAL CROSS SECTION Gl 6 2 each end of the bottom roil 3 Metal Stud Constructkxi c; �t 3.AritNitt secured to tread with s (6)#6x1/2"PPH$MS. E 3 ALTERNATE ANCHORING,LOCATION a� t-i/4'MIN. SHOWN ON THIS SHEET EMB.(fYP.) — A 4 > m 8 ar, G1 3 z C C 2 T5 Z L B � o � 10 13 18 0' �:a�� W N N SEE NOTE I 11 7 Gl " d o L4 Ej z " D 14 SEENOTE2 • 12 0 8 T 16 C oo� az G1 • 3 ° L a x z, _zz � 9 ate: 2/t9 to 1-114"MIN. • ° scut N.T.S. • 1 EMB. JK m £ E ai cwe.er: LFS # R 1 HORIZONTAL CROSS SECTION (2`1 HORIZONTAL CROSS SECTION 3 VERTICAL CROSS SEC1iON —y a 3 2X Buck Mosoncy Construction 3 tX Birk Masonry Const,ucecn 3 2X Buck Masony CoMtrUaton oF�wmc xo_ 7 FL-t6842.4 n SHEET 3 OF � �11`ili tt!t� \�'�f••' �i' Yl y�sf Vn f40k . t q(fYP.a �— PP.) 12(TYP.) S. ii1'jh —ff--— mp) zg — 1(It tttnt tti o ^ O X=U 1 € O oA a r maa� D TYP. tl$x 2XBUCK2XBUCK FRAME UCKLSTUD TYP. c w o az MASONRY BUCK 3 OPINING x m x p ti MASONRY nc O OPENING Y !i' � O 4 a x V AWX ANCHORING IRAMEANCNORWG wo��ir D mrd� coNdtErEar OR NOTES: �j 1.Conaeteanchatocot om at the Comers maybe asixnted toa�taan ttze mtn. 3 edge afartce to mortarlolnfs. ^m o'„ n. 2.Concrete onclwrlocottam rested cm MAX ON CENTEkla st beodtated to � _ ,��.w z mo nfoh ft..q aim edge fQWmco to mMia•lodms,addlliond eoncoefe andma N N a m N b nwy be regWYad to ernwo the?aAX.ON CENTER"dlmonQon ore not vzCceded. z 3.Conereteonchortoblw. y,.o N«.O a ANCHOR ANCHOR; MlN., _„ MIN.CIEAUNCE'MW.CtFARANCE 2 a ' "TO MASONRY '7p'ADIACEM, o SIZE.,. .EIROPMENT .,.,EDGE' '. ' L''ANCF}QR' OaTE: 6 2T/17 z trw o 114".. r..t»t Y 4` suu: N.T.S. TAPCON vsc.by: JK m ULTRA El coON e 1 tom, 1 V 1.11r 1' 4' BY: LFS 3 e WOODSCREYY WSTAINAONNOlES: auWc 3 No.: - T.Moinfoin 0 minimum W odge atcn e.i-ond drslanco,8!-o e.spacing of FL-16842.4 a wood sclows to provent fhe wNting of wood. n S.1w 4 V • R.A0ief%UlNvw Soulh Windows PERMANU Florida Product AppimalsXR-16W Huftntal SfkkAC-DmIftOWL-16842(417AFL-168W.ft SA 32r Fn a D � O ijf to r; r7 H L-T�L 0 0.46" LMS5, OJD6 ail T T g 0`01 T , 047' i = Iqx 1.74 TA ��� 90 T;R Y& No.4 311— October 08,9017 11 PRODUCT. 912' 17 VPQA7E' NewS6uth IN 1 q —4 p.E- No 434O9 AQUED ALT.ANCHOR L=TlON 2 -�7 19 _V 2/, �ffl REVISE MODEL NAME A PART OR ASSEmsLy, RW BUILDING CONSULTAM--INC. to P) I UPDATE To 5TH E0. (zoj4)fi us P.O. aox 230,Valirloo, FL.33595 NO. DATE BY REVIgrm Phone No'. 813AS9.9197 g— COMPONENTS JTIPE C.A. No. 9913 0 2014 IT.W.BUILD—CONOU-8 INC. R W RWBuilding Consultants, Inc. B Consulting and Engineering Services for the Building Industry C PA.Box 230 Valrico,FL 33595 Phong913.639.9197 Florida Board of Professional EngincersCenificate of Authorisation No.9913 Dale: June 21,2019 Product Sub Category Manufacturer Product Name Category NewSouth Window Solutions Series 9000 Model 9560 Slider XO Windows Horizontal Slider 10741 Crossroads Commerce 1914d. Impaot Rated Tampa,FL 33610 wl Flange 613 626.6000 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.,61 G20-3,.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 6th Edition(2017)Florida Building Code(FBC)excluding the"Nigh 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 complies with FBC SkIloris 1609.1.2&R301.2.12 and does not require an impact resistant covering.This product meets missile level"D°and includes Wind Zone 4 as definad in ASTM E 1996 and FBC Sections 1609.1.2.2&R301.2.'1.2.1. 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 FLA 6842.4-require further engineering analysis by a licensed engineer or registered architect. 6. See drawing FL16842.4 for size and design pressure limitations. Supporf7ng Documents. I. Test Report No, Est Standard Testing Laborato,Ly Signed by ATI C9999.04-401-44 AAMANVDMAM01A.6.21A440-08 Architectural Testing,Inc. Shawn G.Collins,P.E. ATI D0002.05-401�44 ASTM E 1886-051E 1996.06 Architectural Testing,Inc. Shawn G.-Collins,P.E. TEL 02031566 TAS 201,202,203-94' Testing Evaluation Labs. William B:Shelton,P.E. TEL 02031751 AAMAtWDIt.N10111.S.21A440-11 Testing Evaluation Labs. V.K.Wright TEL 02031752 ASTM E 1866-05/E1998-09 Testing Evaltia8on Labs. V.K.Wright Z Miami!Made NOA Materials Testing 18-0301.05 Saflex°PVB Intedayer.(Eastman Chemical Co,) 3. Drawing No. Prepared by Signed&Sealed by No.FL-16842.4 RW Building Consultants,Inc.(CAN9813). Lyndon F.Schmidt;P.E. 4. Calculations Prepared by Signed&Soared by Anchoring RW Building Consultants,Inc.(CA#9813) - Lyndon F.Schmidt,P.E. 5. Quality Assurance Certificate of Participatlon issued by National Accreditation and Management "ct Institute,certifying that NewSouth Window Solutions is manufacturing products within a quality assurance program that complier.with ISOIIEC 17020 and Guide 53. It, ' a Lyndon F.Schmidt,P.E. FL PE No.43409 6t2it2019 Sheet 1 of 1 Florida Building Code Online Page 1 of 5 aVfs •,� 9 S } �- SCIS Home Log In y User Registration i Hot Topics Submit Surcharge Stats&Facts i Publications i Contact Us BCIS Site Map i Links Search �idi Product Approval Yt; r (A USER:Public User Prodtwt Acorovai Menu>Product or Aonli-tmn Search>Aooilr Lion Llst>APp L.U.n Detail FL16842-RSLi FL# Application Type f evislon Code Version 2017`"' Application Status f Approved Comments Archived i x 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@rwbidgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows,,-..- - (- Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer r- Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F.Schmidt,P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By Ryan J.King,P.E. I�, Validation Checklist-Hardcopy Received Certificate of Independence FL16842 R5 COI (d)Certificate of Independence.odf 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/W DMA/GSA 101/I.S.2/A440 2011 ASTM E1886 2005 ASTM E1996 2006 ASTM E1996 2005 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_dti.aspx?param=wGEVXQwtDgtmmTSTNdV... 9/23/2019 Florida Building Code Online Page 2 of 5 Product Approval Method Method 1 Option D Date Submitted 06/19/2019 Date Validated 06/21/2019 Date Pending FBC Approval 06/26/2019 Date Approved 08/13/2019 Summary of Products Go to Page it Page 1/2 40 FL# Model,Number or Name Description 16842.1 a.Series 9000 Model 9500 Slider Extruded Vinyl"Non-Impact"Horizontal Sliding Window XO utilizing a Nail Fin Installation(XO or OX configurations) Limits of Use Installation Instructions Approved for use in HVHZ:No FL16842 R5 II (b)Inst 16842.1.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 16842.1 for Design Pressure Ratings,any FL16842 R5 AE (e)Fval 16842.1.odf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 16842.2 b.Series 9000 Model 9500 Slider Extruded Vinyl"Non-Impact"Horizontal Sliding Window with XO Flange Installation(XO or OX configurations) Limits of Use Installation Instructions Approved for use in HVHZ:No FLi6842 R5 II fb)Inst 16842.2.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 16842.2 for Design Pressure Ratings,any FL16842 R (e)Eval 16842.2.odf additional use limitations,installation Instructions and product Created by Independent Third Party:Yes particulars. 16842.3 c.Series 9000 Model 9550 Slider XO Extruded Vinyl"Impact"Horizontal Sliding Window utilizing a Impact Rated Nail Fin Installation(XO or OX configurations) Limits of Use Installation Instructions Approved for use in HVHZ:No FL16842 R5 II (b)Inst 16842.3.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 16842.3 for Design Pressure Ratings,any FL16842 R5 AE (el Eval 1�8 , pdf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 16842.4 d.Series 9000 Model 9550 Slider Extruded Vinyl"Impact"Horizontal Sliding Window with XO-Impact Rated Flange Installation(XO or OX configurations) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15842 R5 II (b)Inst 16842.4.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 16842.4 for Design Pressure Ratings,any FLlfZ>�Q2 RS AE (e)Eval 16842.4.odf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 16842.5 e.Series 9000 Model 9550 Slider Extruded Vinyl"Impact"Horizontal Sliding Window utilizing a XO-Impact Rated-HVHZ Nail Fin Installation(XO or OX configurations) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16842 R5 II (b)Inst 16842.5.odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 16842.5 for Design Pressure Ratings,any LLli$42 RS AE (e)Eval i6842.5.pdf additional use limitations,Installation Instructions and product Created by Independent Third Party:Yes particulars. 16842.6 f.Series 9000 Model 9550 Slider XO Extruded Vinyl"Impact"Horizontal Sliding Window with Impact Rated-HVHZ Flange Installation(XO or OX configurations) Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL16842 R5 11 (h)Tnst 16842.6.01Lf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes https://www.tloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtmmTSTNdV... 9/23/2019 Florida Building Code Online Page 3 of 5 Design Pressure:N/A Evaluation Reports Other:See INST 16842.6 for Design Pressure Ratings,any FL16842 R5 AE (e)Eval 16842.6.pdf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 16842.7 g.Series 9000 Model 9500-3 Slider Extruded Vinyl"Non-Impact"Horizontal Sliding Window XOX utilizing a Nail Fin Installation(XOX,configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL16842 R5 II (b)Inst 1_4842.7.0df 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 16842.7 for Design Pressure Ratings,any FLj6842 RS AE (e)Evil 16842.7.odf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 16842.8 h.Series 9000 Model 9500-3 Slider (Extruded Vinyl"Non-Impact"Horizontal Sliding Window with XOX Flange Installation(XOX,configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL16842 R5 II (b)Inst 16842.8.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 16842.8 for Design Pressure Ratings,any FL16842 R5 AE (e)Eval 1042.8.odf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 16842.9 i.Series 9000 Model 9550-3 Slider Extruded Vinyl"Impact"Horizontal Sliding Window utilizing a XOX-Impact Rated Nail Fin Installation(XOX,configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL16842 R5 II (b)Inst 16842.9.Ddf 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 16842.9 for Design Pressure Ratings,any Fl;16842 R5 AE (e)Eval 16842.9.pdf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 6842.10 - - j-Series 9000-Mbder9550=3 Slider- Extruded-Vinyl- Impa`ct"`Hiiriaantal gliding Window with ._ XOX Impact Rated- _ Flange Installation(XOX,cor}flguration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL16542 R5 II (b)Inst 16842.10.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 16842.10 for Design Pressure Ratings,any FL16842 R5 AE (e)Evai 16842.10.pdf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 16842.11 k.Series 9000 Model 9550-3 Slider Extruded Vinyl"Impact"Horizontal Sliding Window utilizing a XOX-Impact Rated-HVHZ Nail Fin Installation(XOX,configuration) Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL16842 R5 II (b)Inst 16842.11.Ddf 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 16842.11 for Design Pressure Ratings,any FL1&42 R5 AE (e)Eval 16842.11.Ddf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 16842.12 I.Series )000 Model 9500-3 Slider Extruded Vinyl"Impact"Horizontal Sliding Window with XOX-Impact Rated-HVHZ Flange Installation(XOX,configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16842 R5 II (b)Inst 1684Z.12 odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 16842.12 for Design Pressure Ratings,any FL16842 R5 AE (e)Evai 16842.12Todf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars, 16842.13 m.DuraGard Slider XX Extruded Vinyl"Non-Impact"Horizontal Sliding Window utilizing a Nail Fin Installation(XX,configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL16842 R5 II (b)Inst 16842.13.1?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 16842.13 for Design Pressure Ratings,any littps://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtmmTSTNdV... 9/23/2019 ffimewSouth -'z WINDOW SOWTIONS 4901 06i5Talr B v a,FL 33610 /1 .11 s� A m" U� Z � d 1121'MAX.OVERALL FIN WIDTH Series 9000 Model 9550-3 "' °`�A"F 'E�'°"' g � maa� r �z . SLIDER XOXa IMPACT RATED /%� 1%�� �%� a. w/Flange a = GENERAL NOTES X O 1. This product has been evaluated and is in compliance with the 6th Edition(2017) o Horida Building Code(FBC)structural requirements excluding the"High Velocity W Hurricane Zone"(HVHZ). 2. Product anchors shall be as fisted 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 complies with FBC Sections 1609.1.2&R301.2.1.2 and does not require an N o Impact resistant covering.This product meets missile level"Wand includes Wind Zone 4 as defined in ASTM El996 and FBC Sections 1609.1.2.2&R301.2.1.2.1. z a r 4. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. El t Elwk' 1 5. Site conditions.that deviate from the details of this drawing require further Z W engineering analysis by a licensed engineer or registered architect. TABLE Of CONTENTS SHEtoTk DESCRIPTION AtAX.;OVERAIt MAX OVERALL '., v n Z o DESIGN PRESSURE. DAYLnE DAYLIrE GLASS s g 1 Typical elevatlons,design pressures&general notes fUUIGE FRAME 6WEN$CON DIMENSION TYPE (PSFJ 9 24 7 4 2 _ Vertical&horizontal cross sections ` DIMENSION- _ DtnWTON. . (opERASM : (FIXED)._,, Pas. NEG• � N.T.S. a 3 Vertical&horizontal cross sections oxa m: dK G1 (peed) 4 Buck&frame anchoring 112.1"X 6&1" 11 1A"X 63.0" 25.0'X 572 S'9 Siff X SS. +50.0 -55.0 cw ae LFs 5 Components G2 (Operable) e oarrz:c no.: 6 Bill of materials and glazing details -- o � sxen 1 a 6 r 0 a d NOTE:Sheet Metal Screws must penetrate a �:.•" min.of 3 threads through at least 2 sheets of O. ti, G — J K metal[maintain a min.3/9'edge dlslance). � , �: A-d n INTERIOR z C e !m ',O.�13 m b �� N° ihi+r*n� ��� i"O z 2 a ° 2 ` Z m zo U 2 X X 2 �� E \ N � Em 9 2 aLZ d oZ o e o4a� gz g s C 1 2 Note: 3 EXTERIOR 17 SEENOTE3G R1.Lock and keeper located T°from 2 4 HOMONTAL CROSS SECTION ° _ each end of lock/meeting stile, s m 2.Metal roller assembly located 2'from 2 Metal Stud Construcfion Gl 5 z each end of the bottom rag. 3.Anti-fiffi secured to head with E z (6)46 x 112•PPH SMS. 3 o EXTERIOR INTERIOR o a 1-1 W MIN. G2 t EMB.(TYPJ A 4 yi E4 —y, B INTERIOR v. 3 o c� �z C INTERIOR B C ' 2 IS n F v v F 8 O 13 0 o oow 1 G2 SEE NOTE 1 11 1 D ] G2 14 SEE NOTE 2 w��z to 12 0 C 0 1 16 a o h � C B QWw555'< Q i 3 D 3 a 2 rj 6 D r E a a o • �/ -'� wrE: 9/24 14 3 EXTERIOR Gl EXTERIOR 1-114' IN. z a N.7.S. 1 EMB.(TYP.) Dec.By: JK m E 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 3 VERi1CAl CROSS SECTION !FL- B" �S a 2XBuckMasonryConstruction 2 1XBuckMasonryConsfructron 2 2XBuctMasonryConstruction r,wD"16842.10 n �or� 9 NOTE Sheet Metal Screws must penetrate a fnh of 3 fteods through at least 2 sheets,of % metal(mointch o min.Ur edge distance). -05 C tall INTERIOR 3 z S sok 13 7 G2 :;'R 3 it 2"\ 4 if r 3ms E f T L B 3 0. 1 2 C Hotel. 3 EXTERIOR 17 SEENOTE3 1.Lock and keeper located 7'fronn 4, each end of lock/meeting stfle. 4 YORIZONTAL CROSS SECTION \,�Metal Stud Construction Metal roller assernbly located 7from, each end of the bottom ral. G1 3.Ant"It secured to head with F 0 (6)#6 x 112"FIPH SMS. ALTERNATE ANCHORING LOCATION E SHOWN ON THIS SHEET EXTERIOR 3 INTERIOR WN. G2 EMIT.(TYP.) A • 4 7 3 8 C INTERIOR 3 INTERIOR C 2 15 8 13 Is 13 10 G2 G2 7 z SEE NOTE I D 14 SEENOTE2 0 12 16 B U 3 z 6 6z 00 II DATE: 9/24/74 EXTERIOR Gi EXTERIOR MUM N.T.S. mo.By-. J-K E I HORIZONTAL CROSS SECTION1'r21 HORIZONTAL CROSS SECTION CHK.are. LF—S Masonry Construction I X Buck Masonry Construction VERTICAL CROSS SECTION CPAWNG N04 2X Buck Masonry Cristruction FL—16842.10 6 rs—N'Er, 3 or 6 10 n MASONRY � rr+",.�•��••.. .• r'�• �+�r o n m OPINING ii�JE' �� D> m g(fYP.) 4-(IYP.) I{ P) it MAX O.C.(TYP.) (TYP(ry o� t to a 2X SUB FRAME F L 2X BUCK BUCK 2X SUB BUCK d IX BUCKMASONRY o z OPENING MASONRY K STEEL - x" m yfx OPENING TYP. n 0 oi � d -fl T1P. ' I 31, 5 •4 U CJ n �4 Z s BUCKANCHORING FRAME ANCHORING ti C3 v N 1 N xr w z cio � z w `t 2 C, v CONCRETEANC.HOR NOTES: L Concrete arwjwf ocatA xN at Macaroon maybe O*Ftad to mobala6t the mh i edge crafance to mxrtarjohm 2.Concrete anchor locations noted as'A A)L ON CENTER%most be acomted to w i mtdntaln the mh edge distance to nvdarldntL additional concrete anchors N N PI q J may bemqui ed to am"the'MAX.ON CENTER"dhnenrion am not exceeded. 3.COnt+e€eancho tobte: m rn z d' ANCHOR ANCHOR .. MIN. MIN.CLEARANCE MIN.CLEARANCE TYPE SIZE EMBEDMENT. 70 MASONRY TOAQIACENf RISE ANCl/08.•. DATE:9/24 i4trw i Scale N.T.S. } TAPCOme 114' 1-ilb" 2" 4' m B}c JK m ELCO ULTRACON 1/4' 1-1/4' 1' 4` QK BY. 4FS 3 xi WOOD WWNG SCREWWrALtAUON NOTES: NO, I.Motnton d minimarn Slti"edge cralumxm I"enddatance, roc.spoding of FL-16842.14 wood screws to prevent the sp6lWxg of wood. N 5iler 4 of a a 81U OF MATERIALS �� ..• �` In PD DFSCpmON MATERIAL +`��4,•'� y :'�� 2X BUCK(SG>=OS5) WOOD = 1/4"MAX.SHIM SPACE - * e �?LLOn 1/4"X 23/4"PFH ELCO OR ITW CONCRETE SCREW STEELGLA55 BREMASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE GLAZING SEALANT_ 7/8"OA.GLASS THK �i��''••.. ..• ��.` 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 (SIKAFLEX-552) ����p * ���� F #l0 X 2'PPH SMS 11-1/4"MIN.EMBEDMENT) STEEL v ••Z J STEEL STUD Min.Thk.OW' (ASTM A653 GRADE 33 Fy=33 ksi min.,Fu=45 l i min.) STEEL 1/8'ANNEALED GLASS ^ o z z°c-i K #10 PPH SELF-DRIWNG SMS STEEL ;w L #10 X 2'PPH SMS(1-1/2"MIN.EMBEDMENT) STEEL --O.IOSSATLDC®PVB INTiRIAYER a m a`a 1 EXTRUDED VINYL FRAME(439)' RIGID PVC O O v 2 EXTRUDED VINYL GLAZING BEAD(736A)' RIGID PVC `o $z 3 EXTRUDED VINYL GLAZING BEAD(425A) RIGID PVC I/8'ANNEALED GLASS ,i p� 4 1 BOTTOM RAIL(424B)' RIGID PVC a v� 5 TOP RAIL(478)' RIGID PVC 1/8-AN14EALED GLASS 6 MEETING STILE(477)' RIGID PVC METAL REINFORCED BUTYL 7 LOCK STILE 476)' RIGID PVC 9 HANDLE STILE 475B)• RIGID PVC zo 9 MEETING STILE REINFORCEMENT 6063-T5 ALUM N 10 LOCK STILE REINFORCEMENT 6063-T5ALUM - GLAZNG DETAIL 11 SASH LOCK r'T Fbod We Z 12 KEEPER - < cl 13 HANDLE STILE REINFORCEMENT 6063-75 ALUM �I g m 14 ROLLER(TRUTH#2433-1OW) o 15 SILL RISER 6063 T5 ALUM a 16 ROLLER TRACK 6063-T5 ALUM 17 ANTI LIFT ALUMINUM 6063-75 ALUM 5 18 BOTTOM RAIL REINFORCEMENT 6063-T5 ALUM " o 20 WEATHERSTRIP(.187"X _ 7SS GLASS SITE 7/8'OA GIASSTHK, `o = n� a 'THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY GLAZING SEALANT EXTRUDERS LICENSEES IN"AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS'. N g $ (SIKAfTEX-552) 1!8°ANNEALED GLASS w wS c Li O �ULF Ut f 0.09P'SAFLEXO PVBINTERLAYER $�NEI $ CD 1/8°ANNEALED GLASS cc 11T ANNEALED GLASS N 0 n u� z 3 — METAL RBNFORCED BUTYL z z Q P M N Z V bJE: 9/24 14 G2 GLAZING DETAIL srxE: N.T.S. Operable UBe ' owc.of.. JK In Goc ar LFS DR,"=140z v z FL-16842.10 0 J N SHEET 6 O! B c'' R R W Building Consultants, Inc. W B Consulting and Engineering Services for the Building Industry C P.O.Box 230 Vddco.FL 33595 Phone 8 13.659.9191 Florida Board of Professional Engineers Certificate ofAuthorization No.9913 ReportiVo.: FL-16842.10 A-whict Evaluatioit Repoil Date: June 21,2019 Product Category Sub Category Manufacturer Product Name NewSouth Window Solutions Series 9000 Model 9550-3 Slider XOX Windom Horizontal Slider 10741 Crossroads Commerce Blvd. Impact Rated Tampa,FL$3610 w/Flange (813)626-6000 1 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.61 G20-3,Method I D 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 wiff 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 Sth Edition(2017)Florida Building Code(FBC)excluding the"High 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 borne debris protection-this product compiles with FBC Sections 1609.1.2&R301.2.1.2 and does not require an impact resistant covering.This product meets missile level'0"and includes Wind Zone 4 as defined in ASTM E 1996 and FBC Sections 1609.1.2.2&R301.2.1.2.1. 4. For 2x stud framing construction,anchoring of these units shall be the sarne as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of drawing FL-16842.10 require further engineering analysis by a licensed engineer or registered architect. 6. See drawing FL-16842.10 for size and design pressure limitations, Supporting Documents. 1. Test Report No. Test Standard Testing Laboratory Signed by ATI D0238.03-401-44 TAS 201,202,203,94, Architectural Testing,Inc. Shawn G.Collins,P.E. ATI D0238.04-401-44 ASTM E 1886-05IE 1996-05 Architectural Testing,Inc. Shawn G.Collins,P.E, TEL 02031566 TAS 201,202,203-94 Testing Evaluation Labs. William B.Shelton,P.E. 2. Miami Dade NOA Materials Testina 18-0301.06 Saflexc PVB Interlayer(Eastman Chemical Co.) 3. Drawing No. Prepared by Signed&Sealed by No.FL-16842.10 RW Building Consultants,Inc,(CA#9813) Lyndon F.Schmidt P.E. 4. Calculations Prepared by Signed&Seated by Anchoring RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt P.E. 5. Quality Assurance Certificate of Participation Issued by National Accreditation and Management Institute,certifying that NewSouth Window Solutions is manufacturing rye T products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. _j Lyndon F.Schmidt,P.E. FL PE No.43409 6/2112019 Sheet 1 of 1 Florida Building Code Online Page 1 of 5 f-' i t° t t ri'p 4 VM7 1.,. - i,": ]is~.Syr s.i .. ......__ _._____�..___• .'� .,,.:...r.':.=,'=�ZG��:N; ; » «._ SCIS Home i Log In i User Registration~t NHot Topics ? Submit Surcharge Stats&facts ; Publications Contact Us i BCIS Site Map i Links ` Search F►olidd Product Approval USER:Public User erStQuct Anrroval Menu a Produe or A alication srarcb>Application List>Application Detail FL# - FL17.184-R7' Application Type Revlsio Code Version C1 Application Status ��,proved Comments Archived Product Manufacturer Plastpro Inc./Nanya Plastics Corp. Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES,CA 90045 (440)969-9773 Ext 16 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@iwbidgconsultants.com Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. Los Angeles,CA 90045 (440)969-9773 Ext 18 scottjohnson@plastproinc.com Quality Assurance Representative Address/Phone/Email Category xterior Doors__ ""'` Subcategory Sw nging Exterior Door Assemblies 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 Florida Ucense 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. 4 Validation Checklist-Hardcopy Received Certificate of Independence FL17184 R7 COI (d)Certific to of Independd odf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSAI01/I.S.2/A440 2005 ASTM E1866 2005 ASTM E1886 2002 ASTM E1996 2002 ASTM E1996 2006 ASTM E1996 2005 ASTM E330 2002 ASTM E331 2000 TAS 201,202,203 1994 . .. „ n f f. •f_f!.-_ ___—/�__L_� A-_� aal �...�..n.,..+..,+«, ...r—'rX7X7C%. TIP All A11019 Florida Building Code Online rage ui j Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL17184 R7 Eau iv (a)Equivalency of Standards off Sections from the Code Product Approval Method Method 1 Option D Date Submitted 02/2112019 Date Validated 02/21/2019 Date Pending FBC Approval 03/02/2019 Date Approved 04/16/2019 Summary of Products Go to Page 10 d 0 Page 1/2 FL# Model,Number or Name Description 17184.1 a.Fiberglass Door "Impact"Fiberglass Glazed Single Door with or without Sidelite(s)(X,OX or XO,OXO)Outswing/Inswing Configurations up to Nominal ST in Height Limits of Use Installation Instructions Approved for use In HVHZ:No FL17184 1718 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 17184.1 for any additional use limitations, FL17184 R7 AE (b)Eva 17184 i odf installation instructions and product particulars. Created by Independent Third Party:Yes 17184.2 b.Fiberglass Door "Impact"Fiberglass Glazed Double Door with or without Sidelites(XX or OXXO)Outswing/Inswing Configurations up to Nominal 8'0 in Height Limits of Use Installation Instructions Approved for use in HVHZ:No FL17184 R7 11 (b)Inst 17184.2.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 17184.2 for any additional use limitations, FLIZ04 R7 AE_(t6)Eval 17184.2.odf installation instructions and product particulars. Created by Independent Third Party:Yes 17184.3 c.Fiberglass Door "Non-Impact"Fiberglass Glazed Single Door with or without Sidelite(s)(X,OX or XO,OXO)Outswing/Inswing Configurations up to Nominal 8'0 in Height Limits of Use Installation Instructions Approved for use in HVHZ:No FL17184 R7 11 (c)Inst 17184.3.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 17184.3 for any additional use limitations, F1,171R4 R7 AE (a)Eval 17184.3.ndf installation instructions and product particulars. Created by Independent Third Party:Yes 17184.4 d.Fiberglass Door "Non-Impact"Fiberglass Glazed Double Door with or without Sidelites(XX'or OXXO)Outswing/Inswing Configurations up to Nominal 8'0 in Height Limits of Use Installation Instructions Approved for use in HVHZ:No FL17284 R7 1I (bl Inst 17184.4.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 17184.4 for any additional use limitations, FI 17184 R7 A ( )Eval 17184A.ndf Installation instructions and product particulars. Created by Independent Third Party:Yes 17184.5 e.Fiberglass Door "Impact"Fiberglass Opaque Single Door with or without Sidelite(s)(X,OX or XO,OXO)Outswing/Inswing Configurations up to Nominal 6'8 in Height Limits of Use Installation Instructions Approved for use in HVHZ:No FI.17184 R7 II (a)Inst 17184.5.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 17184.S for any additional use limitations, FL17184 R7 AE (b)Eval 17184 5 odf installation instructions and product particulars. Created by Independent Third Party:Yes httnc•//www.flnridahuilding.org/nr/nr ann dtl.asox?param=wGEVXQwtDgvCo3EapiI1B... 6/14/2019 Florida Building Code Online Page 3 of 5 17184.6 f.Fiberglass Door "Impact"Fiberglass Opaque Double Door with or without Sidelites(XX or OXXO)Outswing/inswing Configurations up to Nominal WS in Height Limits of Use Installation Instructions Approved for use in HVHZ.No FL17184 R7 IT (r)_Inst 17184,&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 17184.6 for any additional use limitations, FL17184 R7 AE (b)Eval 17184.6.pd installation instructions and product particulars. Created by Independent Third Party:Yes I --- 17184.7 g.Fiberglass Door "Impact"Fiberglass Opaque Single Door with or without Sidelite(s)(X,OX or XO,OXO)Outswing/Inswing Configurations up to Nominal TO in Height Limits of Use Installation Instructions Approved for use in HVHZ:No FL17184 R7 11 (a)Inst M84.7.ridf 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 17184.7 for any additional use limitations, FL17184 RZ AE (b)Eval 17184,7.t2d Installation Instructions and product particulars. Created by Independent Third Party.*Yes 17184.8 h.Fiberglass Door "Impact"Fiberglass Opaque Double Door with or without Sidelites(XX or OXXO)Outswing/Inswing Configurations up to Nominal WO in Height Limits of Use Installation Instructions Approved for use In HVHZ:No FL17184 R7 11 (b)Inst 17184.8.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 17184.8 for any additional use limitations, FL17184 R7 AF (b)Eval 17184.8.na installation Instructions and product particulars. Created by Independent Third Party*Yes ,1718-4,9.­--—­ !.-Fiberglass Door mp I Act!Jjberglass_Glazed.Single.Door with or without Sidelite(s).(X,OX or XO,OXO)Outswirignp-swin-9------ -,Cohfig urations-up-t"or)iiifal-6'8-iri-Height---- Limits of Use Installation Instructions Approved for use in HVHZ:No FL17184 RZ 11 (a)Inst 17184,9.odf Approved for use outside HVHZ,Yes Verified By:Lyndon F,Schmidt,P.E.43409 Impact Resistant.,Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 17184.9 for any additional use limitations, E1 17184 R7 AE (b)Eval 17184,9j),df installation instructions and product particulars. Created by Independent Third Party:Yes -T- 17184.10 J.Fiberglass Door "Impact'Fiberglass Glazed Double Door with or without Sidelites(XX or OXXO)Outswing/Inswing Configurations up to Nominal 68 In Height Limits of Use installation Instructions Approved for use In HVHZ.No FL17184 R7 IL(el Tnst X.71BAJQ psJf 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 17184.10 for any additional use limitations, FI-17184 R7 AE-(b)Eval 17184,10.od Installation instructions and product particulars. Created by Independent Third Party:Yes 17184.11 k,Fiberglass Door "Non-Impact"Fiberglass Glazed Single Door with or without Sidelite(s)(X,OX or XO,OXO)Outswing/Inswing Configurations up to Nominal 7'0 in Height Limits of Use Installation Instructions Approved for use in HVHZ.No FL17184 R7 11 (a)Inst 17184.11,nd 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 17184.11 for any additional use limitations, FI-17184 R7 AE (a)Fval 17184.1 I.pAdf installation instructions and product particulars. Created by Independent Third Party:Yes 17184.12 I.Fiberglass Door "Non-Impact"Fiberglass Glazed Double Door with or without Sidelites(XX or OXXO)Outswing/Inswing Configurations up to Nominal 7'0 In Height Limits of Use Installation Instructions Approved for use in HVHZ:No FLIZ184 R7 II (a)Inst 17184,12.2d 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 17184.12 for any additional use limitations, FL17184 R7 AE fa)Eval 17184.12j2d installation instructions and product particulars. Created by Independent Third Party:Yes 17184.13 rn.Fiberglass Door 4+1 ... 6/14/2019 o plastpro .6z tot cn 5200 W. CENTURY BLVD. co LOS ANGELES, CA 90045 �g`,� ~' �'r�rfrr• refs � v ^ 1E n a 0 GLAZED FIBERGLASS SINGLE DOOM 115.0"MAX OVERALL FRAMENRDV SMAX � x � g'� F w/ or w/out SIDELITES 37.25MA.X v= INSWING/OUTSWING FRAME WIDTH FRAM h+ wiDiil o a GENERAL NOTES w LU o Z 1. This product has been evaluated and is In compliance with the 6th Edition rr x m 6 (2D17)Florida Building Code(FBC)siructuratrequirements excluding the o O X O � (in "High Velocity Hurricane Zone"(FIVFQ}. am c � 06 6_1E o C ffi a� 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond well dressing or stucco. = OX a a s3. When used In areas requiring wind borne debris protection this product compiles with FBC Sections 1609.1.2&R3012.1.2 and does not require an impact resistant covering.This product meets missile level"D'and includes OXO Wind Zone 4 as defined in ASTM El996 and FBC Sections 1609.122& x o ^v foe R3012.12.1. 54 a 4. For 2x stud framing construction,anchoring of these units shall be the same 8 0 as that shown for 2x buck masonry construction. S. Site conditions that deviate from the details of this drawing require further XO Q Q engineering analysis by a licensed engineer or registered archHect. TABLE OF CONTENTS MAX. MAX.SIDELfTE DESIGN PRESSURE(PSI) DESIGN PRESSURE(PSI) ' Z ^' SHEEi9- DESCRII'rID INSWING OUfSWINGN CONFIGURATION FRAME D.L.O. � 1 Typical elevation design pm=es&general notes DIMENSION DIMENSION POSMVE NEGATIVE POSITIVE NEGATIVE a 2 Dow anal detals ^ n € 3 sldeli®pane offs and gtming detail X 37.5"x 82.0" N/A +50.0 -50.0 +50.0 -50.0 N—z 5 Horizontal cross sections � 02 21 12 9 ox/xo 76.25"x s2.o° 20.5-x 62a5 +50.0 -50.0 +50.0 -50.0 9 N.rs. >i 6 Vertical kxoss sections M. JK m' s" 7 Vertical or=sections 8 Buck anchoong oxo 115.0"X 82.V' 20.5-x 62.75- +50.0 -50.0 +50.0 -50.0 C.rn, LFS 3 9 Frame anchomg IMMM Roa a & 10 Bill of moledals and components FL-17184.9 a sit 1 ur TO a 2V AT Gi l W. `0O'�.• '........... .�o.' 1.00 EXTERIOR r—.40" � �tY• ram`��oin 4i��' ..... a INiB210R (COMP.) T — fill ptt TOP RAIL m o N HINGE STILE LOCK BLOCK(WOOD) S u 4 CeBulor PVC STILE RENFORCEMENT z (LVL) STILE REINFORCEMENT(LVC) E g ? z •;..::. . LA " SHORa LATCHENAL CROSS SECION�lZO o\ a ;.. . ..:..... — CelliAm PVC M�WWFATC ER ::.:. ;::MODfi';;.`..:.:..•...:; .', ..' FOAM CORE :.:..........NE S (POLYURETHANE- n �a LO o KWMEr Cr_* S(GNAIUI� EiBTS 1.9 PCF MIN.) _ DEADBOLT. SIGNATUE3 SEMES(Tao) STRUCTURAL SILICINE(DOW 995) 5/8"GLASS BITE LOCK: TB COLLECTION VAtE DEADBOLT. YR COUWHON(60 SET A NON STRUCTURAL SEALANT B(F. SCNucE IHOB: rSEEES(ETO) 1"OVERAILGLASSTHK. cis ark DEADBOQ: TSERIES(860161) z$ o0 I/8'ANNEALEDGLASS J c1z 35.75'DOOR 24.22'MAX. OA90'SAREXlDPVB s `� $ WIDTH FRAMEWM INTERLAYER 2 20S"MAX I IT ANNEALED GLASS a� 2 � D.L.O.WIDTH { AIR SPACE I 118'TEMPERED GLASS GI i-314"PPH ALUMINUMSPACER / SELF DRILLING SMS 3A 2• L�01OR EXTERIOR NON STRUCTURAL SEALANT � a Gl GIALNGDETATi ^� W = N N Lal 7 cn cs 8FF Pu O 6 a d e X o d ts6 $ / n 0.0� FIBERGLASSS1014 (0.0751HICK) i NO BOTTOM PJUC Sff HAR(WVARETABLE I (COMP.) SEt 425"--II rFL 02 21 12 ODL iITEFRAME 3A QQLN.T.S. en JK °W. LFS Z 1/ERIICAL CROSS SECTION NOt. 2 —7 7184.9 2 of 1.Q p--j 2IontI;kRntpm,Inc PMANOMA•P&W ROduct -17189 F6eMlm Door- 8H lC-Dow FL-17184 6TM EO 017 W.-17184.9-10A 1-3 79.V O.A.HEIGHT„ nz Sm ;N w n 1.75 v \\ o� • 66,35 MAX,O.A.FRAME HEIGHT O tq 6263"MAX.D.L.O.HEIGHT O I x 22 N 3 Z A � I I; rn j- i f I ( 5.75" r" Ur(Np) i 'MAX z 39 f� O.C. 0 c :3 ia A � 279° z In pQ r r• m � o: z l; z � s = o _ H I A�n CA s� � � 0 � ^� 0 0 0 0 z 3 �rD-- • r O m a 90 H T 0 1.2T ,`1 �. 1►1111111111 x . F...scH,yi No.43409 ' � /o•ra r� *: * e 1k PRODUCT: Doeumente Pmparva By c +) PLASTPRO INC. Lyndon F- Schmidt '��i o FtBERGtASS DOOR P.E No. 43409 'i'••••f•• tj�� �Q�A�111��� 2 7 24 17 UPDATE TO 6TH ED. (2017 F8C JK PART OR ASSEMBLY: /� BUILDING CONSULTANTS. INC. ��. A X 1q 7 04 22 15 UPDATE TO 5TH ED. 20Y4 FBC JK ✓ P.O. Box 230. Yaldca. FL 33595 ►o to N) NO DATE BY SfDELRE PANEL DETANS Phono No.: 813,059.9197 REVISIONS AND GLAZING DETAIL FBPE C.A. No. 9813 4Y SO12 R.w.Elul-No Go"Gu LTANTa INC. R.1CTimts%P1astpro.Inc PERMANEMkA-Florida Product APPravals\FL-17184 fiberglass Door-I mAng-Ouisming(6111AC-Drawing3\fL-17184 6TM EO(2017)VL-171849-104%1.4 p� a.W a X o o. O p p Q p 4f [r N O.p <71 A V mmj V W O V O Z O O•cax p 3., 0%A p N Q p p it1 p O. tT Q V r V tf O V N V A N V 1>t OQ G O p X p ' Z O O pch. p a ob 1n p C. �. 0 � No.43409 S PRODUCT: DoeunrMa Praportd 8y:I�* F PLASTPRO INC. Lyndon F. Schmidt �i� •�1g114�.••' \�\ IV N FIBERGLASS DOOR P..EE. No. 43409 ��/I/,�) 1t \\\ w r„ y 2 7 24 17 UPDATE TO fiRi EOM (Z017) FSC JK PART OR ASSEMBLY: /r�"BUILDING CONSULTANTS. INC. 1to U1 1 4 i5 UPDATE TO STH E0. 2014 FBC JK ELEVATIONS Ny P.O. Box 230, VoMco, FL 33595 0 10 N NO DATE BY Phone No.: 813.659.9197 REVISIONS FBPE C.A. No. om ®2010 P.W.taWLOMO C....LT/.wn INC. 1-1J4'lldN. ��% EMB.(1YP.) E EXTERIOR y .`��'� 6D 11 K p EXTERIOR a 10 7 M 27 71 �Foc 16of 10 .0000 S . V MZ� ti fA Z$ U a n. .• . . V V� 9 oa �SEE NOTE 1 m a y o INTERIOR INTERIOR 6 e a. & e 7 40 ,p'a a \� w ..c•. - n ° 8 J 21 2D ° 0.15 2T 20 1-t/4•MtN A C CSINK L D o z EMB.(TYP.) 21 20 (TYP.)C-SIN C ?$ <G (�j K EFAsBAS. )P.) w 4 HORIZONTAL CROSS SECTION 5 HORIZONTAL CROSS SEC110N E $ Outswing shown-Inswing also approved o 3 Shown w/t X sub-buck 5 Oufsw ng shown-insuring also approved a m x o m l"�HORIZONTAL CROSS SECTION UI o 0 F $ Outswing shown-bwMng also approved ' o' a m NOTE x g�5 1.Spacing for Rem K.b from ends 11 88 and 6 more equally spaced along sldelite(8 totaq. EXTERIOR 88 M 27 EXTERIOR 9 K SEE NOTE 1 10 „� SEE NOTE 1 (( K N u li z Z 6 J O n 0 3 .. 40 - e 60 40 7 6D N o INTERIOR 7 INTERIOR g v 0 8 DATE 02 21^12 21 20 L 2i 20 L SCA,r: N.T.S. a U M er: JK o 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION C•BY. LFS ; $ Oswinwomltowrcemalsoappd Xwnro a DPAWM KV. Shown2X - ent Swwhro FL-171 84.9n A n DSHEEf y5 Or 0 9 d R'1CfW0APfa9W,Inc PERMAM TVA-Fulda FWdutt AQ{a4YatSyl-17184 FltsffgM D=-Insrin$4XdW;k9(MQkC-DraWM9W-17I8q6 H Ef1(2A77)UV17184,9-l0 M 1-6 ` V Z o a ,A m g A �0 O v D T �y+y A G1 •` V � 'D v 4 /yyr�� � 2 A V D S N A D Y I y O m Vy1 xP o C. -4 p � oz 0. • , a P ,• q P 1 e• V.rJ � � pqQ CSINK 1.114"MN, ,y Da.(TYP.) m m 1-1/4"MIN. m EMB.(fYP.) >•p , 2 F7F 4 � A • X 0 P P O �?► • �n to .• pncr '4- ga • �o o P �ii va a D) a W O e R ca p 1-114"MIN. EMS.(TYP.) 1-114 MrN. EMS.PP.) 1-rti"MrN. - EMS.(€YP.) m • 4n A e p e P N •L N 4 •p . C "2 In e '• o art CL °. •' ° o z a � p P D i m O UN � No.434fl9 1-i14°MN * i* EMS.{tYP.} /P �17 .. PRODUCT* oocvmenta ProPared sy:. N PLlISTFRO 1 C Lyndon F. 9ohmtdt � �� F18ERGS RO ODOR P.E No. 43409 '�i7i••fQ•», ``1� (Q' V P Z ry�1jNATi11���� C1 :y 2 7 2a 17 UFtMTE TO 61N ED. 2017 FBC JK PART OR ASSEMBLY: X /9UItDWG COTSSULTANS5. INC. {a rn 1 04 1 UPDATE ro STN E0. 2014 t8C Jtf 1/E�"/rCAL SECTIONS e/V`I�j P.o. Box z30.vmrt¢o, F L 33595 ttF I NQ OA 8Y vv Phone Na: 813.659.9197 REVISIONS FBPE CA No. 9813 47 zo/a a.w.Hv�ta�FaYSi14N9eitWasg�itmxto carsu°raxrn twe. RiClients\Plastpro,inc FmANENT\A-Florida Product AWmatsifL-17184 Fiberglass Door-inswing-Outswing(eHp\C-Drawin AFL-17184 67H ED(2 IMFL-1718d9-10AYg,1-7 m O •'e rn N n c m w O O a te' • 4 O . 44 O 2 TT� v Q i7 •° Q u 4 0.15' 1-114"MiN. CSINK am) e EMS.(TYP.) ° A q 1.114-MIN. A EMS.(TYP.( i-114'MIN. C rmmB.(TYP.) ° 'n e Q J r IZ V A m C m Z a0 m '9 u � ti l 3 m� iv *4CD tss e o • n A � � + O n � Q • A r'rl (t[ cn rn � 0 v> r In 90 T > gig + > 9 W 1-g A • v N � }C � o ` o 100 v . Vayg < . O 0 [1 F jO '" A c > M c rn T 1-1l4"MIN- 1-114"MIN. / No.43M ' EMS.(TYP.) ��•ray. i�" PRODUCT.: Cocumonta Prepurod PLASTPRO INC. Lyndon F- sohmldt iJ �AC.i•fiDj•o �� P.E. No. 43409 J ! +0111w 1�1 rI8CRGL4SS INC R JJJ�sip•••• O�� I 2 It'fill1t111G/1 y 2 7 24 17 UPDA7E TO 6TH ED. 20f7 fBC OK PART OR ASSEMBLY: BilII.OINC CONSULTANTS, INC. I� X to 1 4 22 JS UPpATE 70 6TH E0. 2p14 F8C JK VERTICAL P.O. Box 230,Volrleo, FL 33595 T1A7E 6Y CROSS SECTIONS Phone No.: 813.659.9197 REVISIONS FOPS C.A. No. 9813 ai Sot st A.W.©uRt 1�2 ComHLfTa 3atiA3+d CON94LT NS9 iNG♦ Q ®P m r �c;r) fill it,^ t��1 aN`• 01 s4" (TYP.j (IYF.)4. 4' �f 'a a II II I I &I•HEAD t l I I IYP.HEAD ti ? RAASONRY TYP.HEAD K JAMBS ,f ?� OPENING — JAMBS _ AdASOt�itY tt t MASONRY t t It &JAMBS fl OPENING 2X REINFORCEMENT✓ 2XI I OPENING I I j I I RE7tVFORCENIENT I SHOWN FOR REF. i t I I SHOWN FOR REF. I I 2X BUCK 2X BUCK i i _ 2X BUCK ONLY I i Gf a a(4 a 0 - ti. 4•r � �' M...`4-, •1. fir. i«'%n.i � 4�Y N tn BUCK ANCHORING BUCK ANCHORING BUCK ANCHORING B a x Ox/xO oxo in is CONCRETEANCTfOR NOTES: !.Caaarrfe onchortoca#mu of ffie comors mcy be azfjsrsted fa rrsogzta§�the mar. edge d[stonce to rrwdar)6b*. a 2 Conaefe anchorfocahm Hated as'MA)L ON CENTER'must bo odj'Wed to :'w moWatn the mtn.edgeduatonce to modar joinfs oda bnalcoccrefe anchors �- maybe rotlured to orme the`AAX ON CtNTHC'dmeadon are not exceeded. H c a Conaefeanchortotao: n a MIN CLEARANCE';'MIN;CLEARANCE ni z 0 YtttCHOJt:ANttOR, `;::;MIN•,': i{;. .. z a -:. .. iOmA�QNJ;f!:[c :$7Oi1DJ,gCfM�;. 02 27 72r1w Soma i T CONo 1/4 M i-t/4" 2` 4" N.T.S.JK m S ELCO i/4' i-1I4" i" 4" au.of LFS 3 ULfRACON WOODSCREWFMTAtLiTfO(Ql1JOiEt: tgrawrn N0. e I.MaWoln c mWn urn5ff edge clan%I"ond dbfanco.8 l"o.c.spaCMa of FL-17184,9 wood scrows to prevent the spfiHing of wood WO B OFoa O a 4. 3"(TYP.} 3°(fYP.) ,�'���••• •• `���` >°m m 6 ) 7(1YP) r(iYf'•) o M m z t--F. 6" �• F E& a O L •` 1— �• � `�'� mim � L 2X BUCK � � _ � � � � 9FW r; — ' U 9a $ MASONRY j 1XBUCK ° MASONRY T^O `� zo MASONRY L 2XBUCK a N OPENING TYP HEAD OPENNG TYP OPENING J IX BUCK >DTYP- e2K FRAME — &JAMBS — FRAME HEAD AND iYP.@ HEAD AND JAMBSFRAME----� JAMBS B' O � m 2X BUCK ^TYP. SILL `� Li IYP. SILL ®SILL H� S N — a 7X BUCK T,P. SILL (6L -TYP. N TYP. SILL 2X BUCK LLL N am I F F F F— — oD �o ci { a FRAME ANCHORING FRAME ANCHORING FRAME ANCHORING X XX OXO N N N pp CONCRETE ANCHOR NOTES: T.Concrete orfchorbcollans of Hw corrrsas may bo ad(uatodto aa0enlahf lhemin. S edge d3}aMe IO moitarlONtL ^^W z 2 Concrete anchorlocofiom Wed as lAA1C.ON CQMrff Ostbe acitafcd to maintah fhe mUx edge ddorce to m rfarJohfs,oddiknd cor,=fe OYW= BGIX BUCK IX BUCK Hmoy be required to erwo fhe WAX.ONCENMr cknorWon ore rot exceeded. 28 3 Concrefe anct"tcve: 2X BUCK 2X BUCK K v c MTNJ_CIEAttANUE lAft7:C RANCC AN4'HOR`ANCNQR;:?'.':MfN=','"" O = O MASONRY;:. ;;T6'ADIRCNf: �Q vi N 2 U TYPE; :;'t;:;SIZE';': yEMBEDMEIYT-•. 27 M �� o wTc 02/21 T2 z TAPCONeELCO op URRACON 11V t-t/4" t• �" MWEDETAIL Itw LATCH dDEADBOLT�TAR 2X Buck cmcer, IFS 3 TAPCON° 3f1r 141V 3" a 1-i/T ¢ MYtND NO.t WOOD SCREW tNSTALIATION NOTES: FT.-17164.9 ro I.Mantdnaff&gmtn Wedge dalanco Pend dstancm&l'ocspoe8tgol STRIKEJAMB HINGE JAMB a wood scram to prevent the WWf g of wood. s!—-�L Ot:10D a a 4M NU OF MATERIALS rmm# DEscimon MA A IIXBUCK(SG>=OA2) WOOD B 2X SUCK(SG>=0.42) WOOD :,P-j §a C 114"MAX.SHIM SPACE 3;an ns a IWO D 11,CX2-3/4-ELCO OR ITW CONCRETE SCREW STEEL cl> 8 MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI KFAD&ROErrr nz &Jamb 3DI OR HOLLOW BLOCK CONFORMING TO ASIM C90. F IMX2-114!PFH ELCO OR ITW CONCRETE SCREW STEEL 4. E 2?;wo 5C 01! G 131W X 3-114"PFH 9W CONCRETE SCREW STEEL 9 H I 1/4x 3-1/4!PFH ELCO OR ITW CONCRETE SCREW STEEL 6 J 1/4X 3-314'PFH ELCO OR ITW CONCRETE SCREW STEEL 9z 1� K #9 X2-11T PFH WOOD SCREW STEEL FZ L #10 X 2-1/2'PFH WOOD SCREW(1.15-MIN.EMBEDMENT) -STEEL M #8XZ'PFH WOOD SCREW STEEL 2.4,V 2.13- N 114'X 1-3/4'FFH ELCO OR ITW CONCRETE SCREW STEEL t6 —7 FORCES WEATHERSTRIP(ENDURA) FOAM A�D&S 29 sloR sP 8 1 COMPRESSION WEATHERSTRIP QLON 650(SCHLEGEL) FOAM— 21 Poly fterjoMb 9 1,f'X4"BUTT HINGE STEEL os NO 10 #9 X I"PFH WOOD SCREW STEEL IR 11 #9 X 3/4"PFH WOOD SCREW STEEL oR 2D FINGER JOINTED FINE FRAME,HEAD&HINGE JAMBS WOOD 21 POLY FIBER JAMB COMP./VINYL4.W 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT STRIKE PLATE STEEL 29 SIDELI E SPACER(ISSLB) PVC wag--- . 30 DOOR SWEEP PVC 3-1 OUTSWh4G THRESHOLD BY DLP(QOSH) ALUM./WO65­ b 32 ADA THRESHOLD BY DLP(ISHC) ALUM33 INSWING THRESHOLD BY DLP(IiC ALUM. WOOU_ 34 SIDELITE THRESHOLD BY DLP(fSH/EIS) ALUM. WOOD c3JANCS910-m"(I a 35 RIM WOOD RE_R 36 ouTswNG ADA BUMP THRESHOLD ALUM. 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS S, 60 SIDELITE PANEL-SEE SIDELITE PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS R 88 2X REINFORCEMENT(CLEAR FIRE.SG—>--0.491 WOOD z lSjiC 43 Ll z C> JOS cc;q; z DA /12 N.T.S. rnva en JK 6 cw_et LFS 051MR2�AMP�C FL-17184.9 OW I0-OF* 10 R R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O.Box 230 Valrico.FL 33595 Phone 813.659.9197 Florida Board ofProfessional Engineus Ccrdficase ofAothorization No.9913 I Product Sub Category Manufacturer Product Name Category Swinging Plastpro Inc. Glazed Fiberglass Single Door Exterior Exterior Door 5200 W.Century Blvd. wt or wuout Sideutes Doors Assemblies Los Angeles,CA SONS Inswing i Outswing 440 969-9773 1 "Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants,Inc.and Lyndon F.Schmidt,P.E.(System ID# 1998)for Plastpro Inc,based on Rule Chapter No.61 G20-3.Method 1 D of the State of Florida Product Approval, Department 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 approvel.process of the product named herein. famltations: 1. This product has been evaluated and is in compliance with the 6th Edition(2017)Florida Building Code(FBC)structural requirements excluding the"High Velocity Hurricane Zone". 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 compiles with FBC Sections 1609.1.2&R301.2.1.2 and does not require an impact resistant covering.This product meets missile level"D"and includes Wind Zone 4 as defined in ASTM E1996 and FBC Sections 1609.1.2.2&R301.2.1.2.1. 4. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. S. Site conditions that deviate from the details of drawing FL-17184.9 require further engineering analysis by a licensed engineer or registered architect. 6. See drawing FL-17184.9 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testina Laboratory Signed by TEL 01390243 TAS 201,202 and 203-94 'testing Evaluation Lab.,Ine. Wendell W.Haney,P.E. TEL 01390365 TAS 201,202 and 203-94 Testing Evaluation Lab.,ino. Lyndon F.Schmidt,P.E. 2. Miami Dade NOA Materials Testing 18-0301.05 Saflex4l PVB Interlayers(Eastman Chemical Company) 3. Drawing No. Prepared by Sianed&Sealed by No.FL-17184.9 RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. 4. Calculations Prepared by wG' ,»� p 7��, Sianed&Sealed by Anchoring RW Building Consultants,Inc.{CA#9813} s` `v,.° L tI& ; ° Lyndon F.Schmidt,P.E. 5. QualitvAssuwance a i?o 4340w Certificate of Participation issued by National Accreditation and ;:o a • Management institute,certifying that Plastpro inc.is manufacturing produc*- within a gustily assurance program that complies with ISO/!EC 17020 and p ;Y`f i, ° Guide 53. Lyndon F.Schmidt,P.E. .,r , <°°•w�r,� FL PE No.43400 °rta4! 2/2112019 Sheet 1 of 1 V" d GUa7,ZMt'� � saw } v City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: g�SO4 Date Received: • r Site: ���� oto : Permit Type: ����� fta, QJ Approved w/no comments:❑ Approved w/the below comments: Denied w/the below comments: ❑ This comment sheet shall be kept-with the permit and/or plans. NOV 1 5 2019 Ka Switzer—Plans Examiner Date Co actor or Homeowner (Required when comments are present)