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WS-16-1101 Inspection Worksheet Miami Shores Village 10060 N.E.2nd Avenue Miami Shores,FL Phone: (306)796-2204 Fax:(305)756-8972 Inspection Number INSP-259722 Permit Number. WS446-1101 Scheduled Inspection Date: May 31,2016 Permit Type:Windows/Shutters Inspector: Mesa, Michel Inspection Type: Final Owner: SPAGNUOLO,SEBASTIAN Work Classiflicagon: Window/Door Replacement Job Address:101 NW 101 Street Miami Shores,FL Phone Number Parcel Number 1131010220140 Project: <NONE> Contractor: FLORIDA WINDOW& DOOR Phone:(561)340-4300 Buliding Department Comments INSTALL 11 WINDOWS AND 3 DOORS Infracillon Passed Co4nmeft INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-257437. NOT READY, NEED FRAMING INSPECTION FIRST. A Failed Correction Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. May 27,2016 For inspections please call: (305)762-4949 Page 16 of 27 �,. , Miami Shores Village 10050 N.E.2nd Avenue NW Miami Shores,FL 33138-0000 r Phone: (305)795-2204 =K s � R, Expiration: 1 2 1 Project Address Parcel Number Applicant 101 NW 101 Street 1131010220140 Miami Shores, FL Block: Lot: SEBASTIAN SPAGNUOLO Owner Information Address Phone Cell SEBASTIAN SPAGNUOLO 101 NW 101 Street MIAMI SHORES FL 33150- 101 NW 101 Street MIAMI SHORES FL 33150- Contractor(s) Phone Cell Phone Valuation: $ 18,671.00 FLORIDA WINDOW&DOOR (561)340-4300 ..._.........__.__. __.._ .._._ __.... x=v._.............._ ,... Total Sq Feet: 1480 Type of Work:INSTALL 11 WINDOWS AND 3 DOORS Available Inspections: No of Openings:14 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:6 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $11.40 Invoice# WS-4-16-59518 DBPR Fee $3.80 04/22/2016 Check#:5835 $50.00 $245.60 DCA Fee $3.80 Education,Surcharge $3.80 04/27/2016 Check#:5843 $245.60 $0.00 Permit Fee $240.00 Scanniktg fee $18.00 Techndlaby Fee $15.20 Total, $295.60 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining hereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for.,ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information isa e and t all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above-nam ctor to a work stated. April 27,2016 Authorized Signature:Owner / Ap ' nt / Contractor / Agent Date Building Department Copy April 27,2016 1 Miami Shores Village ��T Building Department APR 4 9 lays 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 BY: Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION UNE PHONE NUMBER:(305)762-4949 Sol FBC 2014 BUILDING Master Permit No. bl-k 1 " ly l PERMIT APPLICATION Sub Permit No. ©BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION EXTENSION ❑RENEWAL ❑PLUMBING [:] MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION [] SHOP CONTRACTOR DRAWINGS JOBADDRESS: 101 NW 101 STREET City: Miami Shores County Miami Dade Zin• 3315'0 F01,0/Parcel#:11-3101-022-0140 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder)-SEBASTIAN ANDRES SPAGNUOLO Phone#:786-218-2480 Address:101 NW 101 STREET City: MIAMI SHORES State: FL Zip: 33150 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: FLORIDA WINDOW AND DOOR Phone#: 561-340-4300 Address: 7108 FAIRWAY DRIVE#120 City: PALM BEACH GARDENS State: FL Zip: 33418 Qualifier Name: SCOTT BERMAN Phone#: 561-340-4300 State Certification or Registration#: CGC1509450 Certificate of Competency#: - DESIGNER:Architect/Engineer: @P/ e r Phone#d:yq–3-5-qC>C>660 Address:��®�$ l� Avg- !o City:/Fie/) !.;Z Ca, %State•�Zip: 3 g Value of Work for this Permit:$18671.00 Square/Linear Footage of Work: 1480 Type of Work: ❑ Addition © Alteration ❑ New ff ❑ Repair/Replace ❑ Demolition Description of Work: /�'7 e`J/ �� 1 ''�'J7a7G'� L✓J�✓le G� Ft lal 3 Specify colorofcolor thru tile: Submittal Fee$v0'z Permit Fee$ ® 'C�) CCF$ CO/CC$ Scanning Fee$ Radon Fee$ G® _ D(B"PRR O$ �'� Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ rr^�g``0`` TOTAL FEE NOW DUE$ OC Ll 5 - r V (Revised02/24/2014) S Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "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." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise In goad faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. in the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OW NI or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this �day of :Fe f'&AA �q 20 1 (# .by , day of 11&,-e— ,2014 ,by � VC�61O i rt t3+ ho�ispersonally known t5f who is personally known to me or who has producedL14MM rwho has produced as Identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: //±± Sign: Print: Ih W1 Print: ALAIN CUETO HOWARD SIMKOFF Seal: NOTARY PUBLIC Seal: * * MY COMMISSION#EE 630795 STATE OF FLORIDA ,� oP EXPIRES:August 27,2016 C`(7([� 08=4 �TFOF F�O�\ Bonded Thor Budget Notary Services Nri88i$i$+F&SiMikiliMMii $iikW�7M 99+ip i$BiF$�F+b�itYid,bii8lY+M,1M##tk#iYttkMNki$bNi+lNlIt#Itk+MakltikkkltiiM+k#M+kkkii#Mi APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revisedo2/24/2014) X11 i4 t M. 9 AN N O-AT P.O.Box=,Wee Palm Beach,FL 33402.3353 "LOCATED AT" 0 CONSTtT MOUL TAX COLLECTOR wwwobotax oom Tek(581)355164 7108 FAIRWAY DR Ste 102 Swvbtg Pon v PALM BEACH GARDENS, FL 33418 Serving you. TYPO OF SUGMESS I OWE CEIMPICATME1RHOWT NDATE PAID AMT PAID a"# 83-0061 GOOK WNTRAOTOR taCOIT CGOISOM U15.788M-OV400 587.E 840148418 This document is valid only when receipted.by the Tax Colleftes Olfloe. STATE OF FLORIDA PALM BEACH COUNTY 2015=6 LOCAL BUSINESS TAX RECEIPT FLORIDA WINDOW AND DOOR LBTR Number: 201004881 FLORIDA WINDOW AND DOOR EXPIRES: SEPTEMBER 30,2016 7108 FAIRWAY DR SUITE 102 PALM BEACH GARDENS,FL 33418 This rec eW grants the privilege of engag m in or ul��u��ccliclrrcll�cc�c managing any business pvbmlon ororxx4wdton within b Jurisdiction and MUST be c ons*ously displayed at the piece of trees and In such a manner as to be open to the view of the pubflo. DATE0RACONYYY) ` CERTIFICATE OF LIABILITY INSURANCE 2/9/2016 TM CERTiFICATEIS NWED AS A MATTER OF INFORMATtONONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATEHOLDER.TM CERTIFICATE DOES NOT AFFIRMATIVELYOR NEGATIVELYAMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURERM),AUTHORIZED REPNESENfATIV®R PRODUCER,AND THE CERTIFWATEHOLDER. IMPORTANT:N the cardricateltolder Men ADDITIONALINSURED.the pollcy(ies)must be endorsed.N SUBROGATIONIS WAIVED,sub]eetto theterrrrsandcomiNbnsoldw pOwpotEdnpobdomoymctuhesneWotsementA sla0elr/mtlon thMmANkatedoetmot coiftrightstothe min Use of such endorsement(s). PRODUCER c,,ONTAa Cathy Marshall SOUTHGATE INS AGCY OF POMPANO BEACH INC PHONEFAX (954)942-4402 No.Ea (954)942-4400 Ne: 639 N Federal Hwy RESS. rick@southgateins.com Pompano Beach, FL 33061 wsONEWs)aFFORaFrcN covEanaE NAICO UMFtERA: ARCH INSURANCE GROUP INSURED NORTHFIELD HOLDING CORP. INSURER B: DBA FLORIDA WINDOW & DOOR INsuRERc: 7108 Fairways Drive #120 INSURER D: Palm Beach Gardens, FL 33418 INSURER E 5618484900 INSURERF: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THS G TO CERTIFY THAT THE POLICIES OF I SURWCE LISTED BE.OWHAVE 8EN I88JED 70 THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NO7WiTHSTANDINO ANY REOUIREMBJT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WIDCH THUS CERTIFMTE MAY BE ISSUED OR MAY PERTAIN,TF IE INSURANCE AFFORDED BY THE POLICIES DIS HEREIN is SUBJECT TO ALL THE TERMS, E(CLUSIONSANDCONDITIONS OF SUCHPOLIpFS.LIMITS SHbMMMAY HAVEREDUCED SYPAUD CLAW. TYPE OFINSURANCE Pow,NLAISERPOLICY EFF POI.ICV EXP LUTS X COMMERCWLGENERAL LIABILITY EACH OCCURRENCE s 2,000,000 CIAI6MAOE D OCCUR PREMISES CE,am,eence $ 100.Ono MEDEXP(AnyorepemoM $ 10,000 A IAGL0009609-02 PERSONAL&ADV INJURY s 2,000,000 GENLAOOREGATE LIMIT APPLIES PER: 2/16/2016 2/16/2017 GENERAL AGGREGATE s 2,000,000 7C POL CY E3 JJEECT 0 LOC PRODUCTS-COMPIOPAGG s 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COM&Pff S)MLEUPAT $ aoedem ANYAUTO IODILYINJURY(PerP—) $ ALL OWNED 08CHEDULED AUTOS AUTOS BODILY INJURY(Per eaaama) $ NOWOW ED DM PRO IAiE $ HIRED AUTOS AUTOS ewMera E UMSRE.LA LIAR OCCUR EACH OCCURRENCE $ 1-1 EXCESS LIAB CLAAAS M.OE AGGREGATE $ DED I I RETENTION $ $ ID:Re COMPENSATION P R OTE' ANDEMPLOYEWLtAIIJUTY 8TATUTE ER YIN exaucem NIA E.L.EACH ACCIDENT $ NX) EL DISEASE-EA EMPLOYEE $ Nyes•des...,oder DESCRIPTION OFOPERATION8 below El DISEASE-POLICY LIMIT $ DESCRIPTION OPOPERATIONH/LOCATIONS/VEHICLES(.CORD 101•AddNarei R—MSa.".may beatt ded I ewe space is r License#: CGC1509450 CERTIFICATE HOLDER CANCELLATION City of Miami Shores SHOULD ANY OF THE ABOVE DEQ POLICIES BE CANCELLED 10050 NE 2nd Avenue THE EXPIRATION DATE TFC, NOTICE WU. BE DELIVERED IN ACWRDANCEwTHTHIE PCUCY PRm=DNS. Miami Shores, FL 33138 AUTHORRED REPRESENT ®1988-2014 ACORD CORP&ATIO4 All rights reserved. ACORD25(2014101) The ACORD name and logo are registered marks of ACORD Corporate Office:7108 Fairway Drive Suite 120 FLOR1 A Palm Beach Gardens,Florida 33418 • F:(561)62448037 INSTALLATION CHECKLIST Window , , d for 0(561)848-7011 Corporate 0(561)340-4300 Palm Beach 1 No verbal agreements are recognized.AD tens must be in wridrg on the contract 0(954)990-1800 Ft Lauderdale 0(772)621-5905 Port.Saint Lucie and specification sheet 0(305)370-3770 Miami 0(941)225-7555 Sarasota 2 Contact Info....We require at least 2 telephone numbers and an small address from every 13(239)687-7555 Naples ❑(813)475-7555 Tampa custonrer.Please agree to provide this Information and the best phone numbers to contact ✓ �" 0(321)332-1237 Orlando you during hours W�vw floridawic�lowattddoor con• CGC 15 450 3 Project Coordinators.—You will be ash your own Pr*d Coordinator who will be responsible to schedule the dates of your measure,Installation and municipal inspections. ROM Whidw&Doa•e'Selleel agrees to ad ally supply customer and customer mess to purchase ft m Your Project Coordinator will contact you prior to your installation and let you know the tae Rodfda.* &Doord*NowIng wUdonvs and Wier mderlas and swvlm an the bm and opus your Crew is expected to arrive within a four hour timeframe:for example 8-12,but it does sit b*th below.All Herrin hereunder are to do exled applioft by the Lhniled WPI. vary depending on job location,treffbc and material pick-up Ca ftd sulod b .wqhmmft dty appiva aul use of slowdw to ttW mill reum producL 4 installation time Is approximately 6-11 weeks from dab of measure.In the event it which a Hoare Owners Association(HOA)approval is required the installation will approximately occur within HOA In writing.Should CUSTOMER INFORMATION =&ad lIncluwde special order Items,hallo enclosures,corof aftise being notified of the �uc�tlonHistorical Board Approval, architectural renderings or sib speciftc erngineerinng the approximate Installation date will be Customer Nam® ��-��r� �'p�, within 8-11 weeks of approval by the municipality. 5 Inateliation data are weather permitting,we use local weather reports as our guide due to (� , l / Inst.inion teams using power tris.We use are beat judgement to ensure the safety of our Home Phone Number d f (p Crowe and Staff.if your installation is canceled for arry ren other than weather we will gladly Issue you a=0 of$100.00 for your Inconvenience. �� e A adult 18 years o older must la at the iron olio at the beginning and Street: ( f�1/ v' ( the end of the job.The head installer will do a walk around with you prior to starting work Job Address city: asps any existing dart�e,landscaping,or any property that could be affected by the City. " Q t� ) - construallm.He Is available to answer any questions you may have at that time,The head t r— Installer Is also.required to do a post Inaction when the job to completed.We want you to Sate: ZI : make sure that we exceeded your expectations,so go over the job very carefully.if there Is anything that needs to be addressed,tie will be able to take care of It,or ensure that any necessary parts are reported and ordered.Your balance due Is payable by caste,Bieck, Street: money order or=0 card.if you are using our financing program a completion stip may treed to besignal.Your installer will need to collect at the and of the job based on payment Billing Address City. - -- otolule m tie.jcth. . 7 ! teem prdy u authorizeda F All State: Zi r 9uarttiiteed byy Florida W1ndaw&Dow,so}roc never Have to wont'. 8 Power will rid to use you ele Molly.They do nd.eany.generators.I agree to Mr. Cell G ) ,�. ,� 2-'"11d I�� mmn+l � JB 9 Children and pets....Please provide a safe location away from the area during the installation Mr.Work ( 3 0 ) �vf� ?��(�) process.Installers use power tools and we dont want anyone hurt 10 Rotted wood Is beyond our control.9 we do flub rotted wool,there will be additional charges Mr. Email (T ,�,ec p*iC p vat formPwfttreits osmall f don't worry,we gid ill Your project coordinator will notify you If this 11 We will obtain all necessary building permits,site specific engineering and information as MrsJMS. Cell ( ) PAO required by the municipality.The Owner will be response to sign,notarize and return all permit documents and to provide the Home Owners Ammon contact Information and when applicable asstst us Is the submission of the application to the Association.Homeowner MrsJMs.Work ( ) aatcrnowle ges that the length of tlme to manufancture the product will be dependent on the - timely return of the documents,the Association approval and the permit action being approved by the municipality.Any delay associated with the owner falling to return or provide Mrs./Ms. Email sWrnatures or other necessary Information shall not be the responsibility of the°Seller.° 12 Financing....If you ora financing your balane,Florida Window&Dome's finance deparbrient HOMEOWNER INFORMATION- • fa will notlty you when your loan is approved.We will work hard with the finance companies to get Your loan approved and sometimes the term will change.The fiance company may also Tues sof fl,lnen0• f�'f�len s� n t'�r�rin !"1�fEf[`.. i-r� i ask vow for additional Information and you cooneratbn will helo speed the process.If arw 0 u 9 W4V 1W iis vanes your�na� umon is y your angscap ng• !!' yo process,mere us aeon. owns may tae in I � Community Mame: Our Installatkm Teams do their best to avoid damaging your flowers,trees and bushes but . occasionally It does happen as a result"Seller°will not be responsible for any damage to any Management Company: landscaping• Name: Company Phone: 14 DumpsteriStorage...Under no drounretarwxe do we leave job debris on your property.We remove everything for safety reasons.Please do not ask our representatives if you can keep CUSTOMER AGREES • , , soap.Dumpsters are not for customer use.We must be given a suitable place to work and store,material.In the rare oaroslon,lint there is not storage or work area available we will Job Total $ ! utia. storage containers but that will be donne at l expense to you. ! 1 s Wood....We do not replace the wood framing or stops around your windows.We reuse your 50% Down Payment $ would existing ones.We better for the environment.Thome sterns are avaihble for purchase It you y ice to add then to your work oder. 16 Construction Concerns...We do NOT do any Ming or wood staining.Sometimes piaster 40% Payable on Product Delivery $ may crack durIngIretallatan We will repair with first coat of mud and sand smooth.You may t have to do torch w painting and Ilght sanding after we have finished.During the Installation some m1nor slucco damage Balance Due Upon Percentage of Completion $ 1 the stucco. may occur.We will repair the stucco and prepare for paint,but will 17 arkle...If you ordered grids aro your windows,the patterns will be the same as what you have Permitted Hold Back Pending Final City Inspection ($200.00) existing unless otherwise on your work order Ptew maM sure ttus Is the pall®m you waft In the event of a matremalcal,error,the prig printed on the cmbvA are ttre.achJe 10=t[i.i! 18 Screens. screens are standard on our windows. POSIT/FINAL • . • • 19 Window Treatments...We ase that you remove all window treatments prior to your installation. PAYMENT IN THEAil windowskloos being replaced will need at least 3 feet of clearance In order for our crows to work We DO MOT We down or reinstall any widow treatments.in the event window treat ❑Cash ❑Check# y 0 Visa ❑Master Cala meats are not removed we take no responsibility for their condition air installation.Most win- dow treatrrarrrts will flt after kutailationh of new windows and.docre but this is.not guaranteed. Name on Credit Card: 201 Hurricane Shutters...in clrmumetanoes In which we remove and reinstall existing hurricane s huites ewe do not guarantee that the shutters will open and dose without additional service Credit Card#: or maintenance being performed by a shutter service company.Woridng condition Is dependent on age of shutter and previous maintenance of existing shutters.in the event that shutters are not reinstalled it Is the responsibility of the Homeowner to replace all flooring Exp. Date: CPU Code: and al any applicable Installation kms. 2 Alarm conntaata....will not be reconnected.We will leave the wires exposed and your alarm ` Your f JnW ch&*Is your recWpt company will need to come out and reconnect them.As you rnust be a licensed alarm company to work on alarms. e 22 I understand the details and timeframes as outlined In my InsWil flon checklist anQ' nese vet a copy Plew stprt my radar kis accordance with the timeftwe provided. SA IN WIVESS WHEREOF the wilas have here unto signed trek'parr*this :� b day of A N F .:.�. 1. .. ..... .� I a tl A ha�faran ffm er*e hWm p amf flame are oro PAINTLEAD SAFE PRACTICES dao arrr of �ma.�tldS dTMA fawrWbae ata bbmm Leda mWlnmryr� aadr dwWwelhwwt&daWtyb0N"W1e I y&*wWp9WOhar Nhxt ffrefWaraf d'* LEAP SAFE PAINT PRACTICES ftehereby m*rmwgereeiptofacopy of Aarair , aoay�an�Anner�aroJIM a' the pamphlet, Important , f doOwwenatvwe.f dw W/oor��a, dardorlxr4rec ft ---- n Ramp Right I Lead Hazard Information for families childcare provers and schools",Informing melus of the potential risk of lead hazard exposure from Owner renovation activity to be performed his my/our home.Uwe received this pamphlet before the work began. Owner /apt Y 3 _ -.> S ,c e'i,;1'S�y va Y3 a.. ,el/i. 1 `' �?,..... .. ,I/1 ..�. .. et.. `.. '?a•. salesperson Prtnc� Uvation EXT LI Customer elects reduced Warranty option for a term of years. +`� `'� YwritrkWy*�^C�{•d7 • t`�lt.�lf�flth'� wvlaw— N$1401"IM009 vw,#4a11daw+ndaw�nrkinarcom CGC 1509450 P1° .4 be youro�Pgeo� AW EDOW a9 > m ximdub the dnes dtymv" a's. 3te�Dd;ru4. i 1'�•1k1'{l4[6.6 t�a1U 71d.:[pptyCustbmerttld[li;ttNttlt a{psetl kC putrhae+ Yate prCWcA G—Wm W'r rod you pro[10,WW atctawto t em`A Net � .... .,i;E7•or8ta ia#rmtttp A'rb'+daraaad ww llwterlah MW Wficeson the lorms and CtAtd1 .. >rol><GeW ti cnrx-ted ID W"W*4n alae how llrrtnlram'1 for ycdW artrnWoe .-.. ...�i►1Fik .cerafa cov6rsd w tele awaat appamyte try the t dted rw Y� { `�`y d-ep—;N v"l b bawb ,;EmIk and merrrie�peR-alp. °r°&12,hes a era dtY appmvat and use of Wyat r to stage xg mure ptodtxt t apputmamty&Y wOvkstom dow Y rrwasum,to lite avant h Wtsz g -- liunt6 0*1M Aswmalldrs l]HOA1 PPi W awqoAd t,lnstanetw YAR WJ un-alk*--o= ' CUSTOMER INFORMATION ,#.at - a Wiltgn&tt Wee;ss ar'seEer tro•+e nN#fid s`!ne,e�rrn,n�)ry trpr rlaAtn.wr6,.�51.srd..aic {O`arat'-ittGnpb sPealei ardv eters,Patio sr,ciaaoea consbv[Gon,YGvycsrtat BmxhC Apprvwtt,. arohlteckvad W,,tlermgs d Wase specrbc wvneemv the epLzoxtmale matsfthl datr be Customer Name .v hr G}i vee}5d aqp gq{by thb ,mopal ty. lr>slayy daare Weaker W-Tv,Wa uta bmal wetthas �dt✓hJ rarixicb as our;nude Chia to Home Phone Number { - } ""e nhan teams-&9 pbwm bol.-W.use as boa turn ro tc bn r e tete S. of QW GW9 ono staff.t Yaw ir,etabaean t.ca+reJtbd to any reason other 0Woathe,wo WA .: :' s 9' y tAtxs}aw a aedtt s>! 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'Name.on Credit Card: zo »umaena:`;++� :a,c anons eh Wti�,,.a rarrovw arca rba,asawi esesnng nd�rtcacsa bhunaea We do not 9 N,1et the e-tors WtL' - opo:arrd terse wre,ost adrithar+ara-e�vr-o `. -or-Wuwa*m b"p try a aryx<o service C=Vwy Ylorkny;�:xXNwlrwn n Credit Cardrf: d-PWWMN m age a texaler:-'d Pvvo Rwentw-w of.OWS"p.fndtrsa at,the enan; { - - - -- - -- drat ahtatms ace nil r•erlatsbed d is Ow rssPo%ft all'at the Hsm9owiwc m..;Piens as 1 x11--i m f f' Exp.Date= CPU Code: afillany sp�� >r>su� , abtee hole # m` Alarm comsat W*no ba ret� .W6 Wal twee It.Wates aw.vaued.slka YW,alarm ftrte/check is your receipt tvo m sit at,d,ecanr,au*—As;va mer z 4.ea,wod a>ann"Deny W 3 ` )22 Krytde[sraM ttm rtet.as a[b tiauNravrsa546 t%atrtlnt a!rrryr irR3a Loa Gie^G3tt9taT s^:'' +� 3 rm.vedamCV Pie11a 8LN1+r+yDrder x,:aCrnstfw>aa 441h JV4U491nba1M11apraWden 1 FP qui A PRACTICE 0 g - 1. Plastpro Fiberglass Door 37 x80 FLa(X o 15210. 2. Series 6200 110 X60 1P (XDX� ontalaftngWkWow; �:Za16 MRH 12 3. Series Midow) 18x38 APR 4. Se ries 8400 36 x 50 ♦ o � ra nw#wu,dow0 BY: y o 689!!:1 S. Series 8400 36 x 50 wtrtdowl 11 10 9 8 7 In 6. Serie 8400 36x50 '� CoCaswM9 11n`'w) Eg7reti�j C N 7. Series 8400 36 x50 Sill wndOV48. S r'c8400 nr 36 X38 Kitchen Dining Room Bath Bedroomc s Room72 8: Series 13200 73x50 � ( O Ho*orrtaf S/k6ng window) L 16738.1 10. pSp((e 8r7�0!0 34 x 82 12 i �'" E FL 14&0.1 DOC' o — 11. series 6400 36 x37 LL a r Cs&%7�ent window) JE L6890.112. Series 6400 36 x 5QOLXem.1 ntlMndow)L 6890.113. Pb Dir 33x80 Bath _14. sp(eries 6200 4a 38 RoomBi+t le8SI�VWndowj 13 Garage Living Room CL1 2 3cc 4.22 Main Door '' . 11 'Co 6z 14 Egress 1,��5 �p 8i Ht. 33" �..�. �~E Miami Shores Village ur APPROVED 13Y DATE �� '�� ZOgl1RlG DEPT `rK YP: NOT TO SCALE NOT N P DG D1F_PT ! Mar 15,2016 ke PA VMRVWN: Site Plan { ` `'I RMFCT TO COMPLIANCE WITH A FEDFRAI. PA6R: OP1 A�J)(-nI)NTY RULrS AND RFnLJLATIONS Florida Window Door Comparison Chart Sebastian Spagnuolo 7108 Fairway Drive 101 NW 101 Street Palm Beach Gardens,FI 33418 Miami Shores Maimi Shores, Florida 33150 561-340-4300 Opening# NOA/Product Approval Size Opening Design Pressure Product Design Pressure Opening W H + - + - Type 1 FL 15210.1 37 80 38.2 49.9 75 75 OS 2 FL 16736.2 110 50 36.6 46.7 60 60 HS 3 FL 6890 18 38 40.1 53.6 67.5 67.5 CW 4 FL 6890 36 50 39.5 52.5 67.5 67.5 CW 5 FL 6890 36 50 39.5 52.5 67.5 67.5 CW 6 FL 6890 36 50 39.5 52.5 67.5 67.5 CW 7 FL 6890 36 50 39.5 52.5 67.5 67.5 CW 8 FL 6890 36 38 40.1 53.6 67.5 67.5 CW 9 FL 16736.1 73 50 40.1 52.5 60 60 HS 10 FL 14850.1 34 82 38.3 50.2 70 70 OS 11 FL 6890 36 37 40.1 53.6 67.5 67.5 CW 12 FL 6890 36 50 39.5 52.5 67.5 67.5 CW 13 FL 15210.1 33 80 38.5 50.5 75 75 OS 14 FL 16736.1 40 36 40.1 53.6 60 60 HS Opening Type: HR=Horizontal Sliding Window,OS=Outswing Door,CW=Casement Window .• •.• • . • • • •• • •• . • • . .•. . •• ••• •• • • . .. • .•• ••. ••• . • . . . . . .•. . . •• . . . . . • . • . • •. • . . . . • • • . • . • . • . • . ZNrEEFj1NrIN XPREDesign Wind Pressure(PmAx+, PMAX-): SCE 7-10,Ch.30.4.2130.6.2 tit ryI riH tirl -,� ° die 160 SW 12th AVENUE, *106 f�. r ��r�� „Tib` �i.'I� I ;ti "a� DEERFIELD BEACH, FL 33442 Max Positive Pressure(PMAx+) PMAx+ = gh(8o GCS+ GCA) PMAx+ = gh(Ao GCppos+ GCp) PH:(954)354-0660 FAx:(954)'354-0443 WWW.ENGE)CP.COM Max Negative Pressure(PMAx-) PMAx-= gh(80 GCPM-GCO) PMAx-= gh(8o GCS-GCp+) Wind Load Calculation ASCE 7-10 Chapter 30 Wad Loads-Components and Device Calculations:ASCE 7-10,Chapter 30,All Subsections _ Cladding tlp S� Y r i (e ki'S �. M1kT r Sth Edition(2014)Flo rida Building CodeI WK Site Information 1 37 x 80 End 7 20.56 14.81 0.85 56.57 0.9 -1.3 38.2 -49.9 2 110 x 50 End 7 38.19 28.01 0.85 56.57 0.9 -1.2 36.6 -46.7 Owner: Sebastian S aa�nuolo 3 18 x 38 End 7 4.75 3.34 0.85 56.57 1.0 -1.4 40.1 -53.6 4 36 x 50 End 7 12.50 5.79 0.85 56.57 1.0 -1.4 39.5 -52.5 Wind Speed(V): 175 MPH 5 36 x 50 End 7 12.50 5.79 0.85 56.57 1.0 -1.4 39.5 -52.5 Exposure Category: C 6 36 x 50 End 7 12.50 5.79 0.85 56.57 1.0 -1.4 39.5 -52.5 Velocity Pressure Coef.(Kh): 0.85 7 36 x 50 End ASCE 7-10 Ch.30.3.1 Table 30.3-1 7 12.50 5.79 0.85 56.57 1.0 -1.4 39.5 -52.5 Directionality Factor(Kd): 0.85 8 36 x 38 End 7 9.50 3.34 0.85 56.57 1.0 -1.4 40.1 -53.6 Topographical Factor(Kzr): 1.0 9 73 x 50 End 7 25.35 12.34 0.85 56.57 0.9 -1.3 37.6 -48.8 10 34 x 82 End 7 19.36 15.56 0.85 56.57 0.9 -1.3 38.3 -50.2 Structure Information 11 36 x 37 End 7 9.25 3.17 0.85 56.57 1.0 -1.4 40.1 -53.6 12 36 x 50 End 7 12.50 5.79 0.85 56.57 1.0 -1.4 0396 -52.5 13 33 x 80 End 7 18.33 14.81 0.85 56.57 1.0• .3 •38:5 f0!5•• -Mu}ry 14 40 x 36 End 7 10.00 3.70 0.85 56.57 1.0 • -t.4 .1• -53.0 ...... .... ...... s �� R 0000•• • • • 4- F Z,tl J � 0000 •• • •••••� 4s •••• • •• 00.00 Q4�q •••••• •• • 0000• •• •• • •• 0000•• Risk Category: H •• • • • Building Classification: Enclosed • • • • •••••• Int.Pressure Coef.(GCpi)- 0.18 • • •••••• ASCE 7-10Tabie26.11-1 • 0000•• •• • **:so 0 • • • Mean Roof Height(h): 12 ft. •• • Roof Slope(8): Sloped Roof Slope Coefficient(8c): 1.0 Min.Building Dim.(L): 30 ft. End Zone Distance(a): 3 ft. t.THBNFORkw"ONTFMDEDMPROVIDEDMNPRMWRESFORTHEPURP�OSEOFTHENSrALLATIDNOFOLAa�UNRS&OPENNGPROTMTKNASPROP08EDANDPROVmEDSYOTHER&NOCERTRCATKN.ERNER JEFFREY FRIANT,P.E PrepatedinawDdencewith: � �PRRo®arA�OVuSMDMUSr�THEMPR RFS�DFORTMGM�L�WfATION6l60NENTUBEDALONOWIfHTH�PRE69RE&NIPROWC7891LLLEENBALLEDNSDiCT/CCO7iDANCEWIIH FL PE00�974 P. NOOMTFCATCNORRENEW 80FFHiEDTHATTHEPitOPOBEDUNRSID£TINYHWESSREDUIREhUN .ALLMAM30MEBARETOEEADDREMM VTHEPERNDTN000NTRACTORANDTHELOCALDULDNOOFFCPI- ASCE 7-10.Section 30.Wind Loads-Components and S.7HEHOSrUMUCTURESA891MEDT03El1DEOUATETOMIRHSPANOTHELOADSWOSMWTHEOMNASWORKRSn ACEBOWNDFRAMN%OROPENNOSDEMNEDANDCERTFMfff ENGNEE20FRHgRD(EDR). Cladding THEOR THEN SHau BELDNONT��E�TNUINODonsrRUCTaNANDR�RABTHERBHTTORE-NSSIRATEMOSED ND FOR SPEDTANDS&EVALUATEDE9DNLLATIDN �.NO ARRANTY•EnMEREXPRNEMO NPLEDBCONTANEDHERREN 6@10NEEA In'H 5th Edition(2014)Florida Building Code a DI r�roAsro�ALLUSTRA EO 8�C FOR�ro��CRtrMULTHEYMAYVARYMWTLY,TOTHEWEVTTHATTHEOPEiNOARrARNOTSMALLHi THAN S%OFTHEENGNEERED DESON. Q 2016 E-Tempest.com S.�FM&AFPaia°TEFF�R�LLTTNGFROUrVATERIALFAB AL rAWN ss MEiiMmHF&CONs�rR CTK)NPRRAAMESSI rT NDTHATTWHB°'�&aum FOR SYL�OC&grAATTEsPO�CCOODM&&E'&RDOM�DEwTIDNSO E ID.flwindowdoor--P3793 e.ENONEERNOE�RESHMNOTVWWTHBJOMMNFORMATM CONTANED HEREN aBASIE) JCONRACTOR SJPPLM DATAANDWAWREUENT&EJONEERNOEWRMSSHALLNOTDEHELD RMPONSOLEORLMELEN VSE10) M Jc ANYWAYFOR ERRONEDUSOR NACCURATEDATAOR MEIBURU13,MWORK9UYLBEFRDVERFW WibR TOOONSMUCTCN.E4GNEEANO WRESSSHALLBENOTFEDANDONEJANOPPORTUNRYTOREEVALUATEOUR �q c/�/� WORKUPON DBCOVE4YOFANYNACCURATENFORMATDN PRIOR TOMODFCATCNOPESMOMDOONDMMSANDFABROATCNANDNSrALLATCNOFMATERW.& GINEERSEAL 03/15/2016 Pae 1 of 1 7.Pd TASWiES YPROVIDEDHEtEN,NOADDRIDNAL CFRTFDATDNSOR AFFOIMATANSARN6TMIADDMON OROTHERMMKNOSTOTHBDOCUMe4TARENOTPMWrTEDANDNVALDATEOURCERTFCATDN- VALID FOR t JOB ONLY i Florida Window Door Comparison Chart Sebastian Spagnuolo 7108 Fairway Drive 101 NW 101 Street Palm Beach Gardens,FI 33418 Miami Shores Maim!Shores, Florida 33150 561-340-4300 Opening# NOA/Product Approval Size Opening Design Pressure Product Design Pressure Opening W H + - + - Type 1 FL 15210.1 37 80 38.2 49.9 75 75 OS 2 FL 16736.2 110 50 36.6 46.7 60 60 HS 3 FL 6890 18 38 40.1 53.6 67.5 67.5 CW 4 FL 6890 36 50 39.5 52.5 67.5 67.5 CW 5 FL 6890 36 50 39.5 52.5 67.5 67.5 CW 6 FL 6890 36 50 39.5 52.5 67.5 67.5 CW 7 FL 6890 36 50 39.5 52.5 67.5 67.5 CW 8 FL 6890 36 38 40.1 53.6 67.5 67.5 CW 9 FL 16736.1 73 50 40.1 52.5 60 60 HS 10 FL 14850.1 34 82 38.3 50.2 70 70 OS 11 FL 6890 36 37 40.1 53.6 67.5 67.5 CW 12 FL 6890 36 50 39.5 52.5 67.5 67.5 CW 13 FL 15210.1 33 80 38.5 50.5 75 75 OS 14 FL 16736.1 40 36 40.1 53.6 60 60 HS Opening Type: HR=Horizontal Sliding Window,OS=Outswing Door,CW=Casement Window •• • • • • • • • • • • •• • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Florida Building Code Online Page 1 of 4 i'm In �' �l t� SCIS Hama tog fn User R"Istratim tot Topxs SUMdt Surcharge Stats 8:Facts Publications FSC Staff Ras Site Map links - Search jjBus'nes il, Pt} �.7.iY'1OUM:ftwic Product Approval trier tea'ul a�"ioii FL 15210.1 > s A991192esx Lit>AWication Dei FL g FL15210 R5 1-1114 3Application Type Revision Cie Version 2014 Application Status Approved Comments Areluvrxt 0 Product Manufacturer Piastpro Inc./Nanya Plastics Corp. Address/Phone/Emau $200 W CENTURY BLVD, WS ANGELES,CA 90045 (440)969.9773 Ext 16 nckwOrwbidgconsultants.00m Authorized Slgmture Vivian Wright nckw®rwWdgconsuiW nts.com Technical Reprawts " Scott Johnson Address/Phone/Err" 5200 W Century Blvd. Los Angeles,CA 90045 (440)969-9773 Ext 18 9CnttjDhrwn@oasotonc.com Quality Assurance Representative Ron O'Connell Address/Phone/Emall 5200 W Century&vd. Los Angeles,CA 90045 (440)969.9773 Ext 16 ronoconnellopiaefpa.com Category Extanar Doors Subcategory Swinging Extenor poor Assemblies Compliance Method EVaiU&Upn Report from a ftrida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Fbrida Engineer or Architect Name who developed the Lyndon F.Schmidt,P,E, Evaluation Report Fbrlda License PE-43409 Quality Assurance Entityi editation and Management Institute Quality Assurance Contract E»iration Date 12/31/2018 Validated By van . no,P.E. 0 Validation Checidist-Hardcopy Received Certificate of Independence 00 4410 • 4 • 0 0 4f Referenced Stwdard and`isar4of StarWarty • 4 • g yg� 4• •+ ••• • • ••• •• ASTM 01929 1996 • • • • • • • • • ASTM 02843 1999 •• ••• •• • • • •• ASTM 0635 1998 ASTM D638 2003 ASTM E1300 2004 • 404 00• 00• • • • • • • • • • OTI"t E84 2005 • • • • • ••• • 41STM G26 1995 4141 • • • • • • • • • • •• • • • • • • iG 158 2005 •• • • • • •TAS 201,202,203 1994 4141+ • • • • 41+41 • • • • • 4141+ • • • • • • • • • • • • • • 4141 4141 • • • 4141 414 i • • • • �http://www.floridabuildrgsor� rlPr_ PP_ tl.as xParwn=wGEVXQ' Qv3 WKJZIQ... 9/15/2015 Florida Building Code Online Page 2 of 4 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Ardnttect FUS210 RS Eouly EauiiliMcm Of Stmmtards.adf Sections from the Code Product Approval Method Method b Option D Dake Submitted 04/24/201S Data Validated 04/26/2015 Date Pending FSC Approval 04/28/2015 Data Approved 06/23/2015 $amine of Products FLA Number or Name 15210.1 Smaoan/Wtod Grain/yYhita Wood 'S`Impact`Opaque fiberglass Single Door-tesnvIng/Outswing(X- Grain/RustldJMahogatry 5otes 0 Fiberglass figuration) Door L hattsz of use Installation Instructions Approved for we in HVHZ:Yes RS 11 Inst Approved far taro outside HVNZ:Yes Verifies By:Lyndon F.Schmidt ,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressures N/A Evaluation Reported Others See INST 15210.1 for Design Pressure Ratiregl;,any additional ELLS210,RS AE..Evac 152142.1.wf use limitations installation Instruchots5 and RMLVg pgrticulars. Created gy IggWMftt Third Party:Yes 15210.2 b.Smooth/Wood Gram/White Wood 618'Impact'Opaque Fiberglass;Single Door with Sicelite or Swelites- Grain/Rustic/Mahogany Series 0 Fiberglass wing/0utswin9(OX or XO;OXO•Configurations) Door Limits of Use Installaidon Instruatbns Approved far use to HVHZ:Yes Approved for we outside HVHZs Yes VartRad By:Lyndon F.Schmidt,P.E.43409 Impact Resistants Yes Created by Independent Third Party:Yes Design Preeirem N/A evalmation Reports Othert See INST 15210.2 for Design Pressure Ratings,any additional use limitations installation usstructions and Lmduct tars. Crested I dent Third Pe :Yes IS210.35m�th/Wemd Gratis/Whit Wood 18'Imped'Opaque Fiberglass Double Door with or without Sidelltes- Grain/Rusbc/Mahogany Scrim 0 Fiberglass nswing/Outswing(XX;OXXO-Configurations) Door Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL1S21Q RS It IM is ,0 a W Approved ftlr ase outside HVHZs Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistants Yes Create!by Independent Third Party:Yes Design Pressures N/A Evelaidtim Reports Othert See INST 15210.3 for Design Pressure Ratings,any additional EI SZIQ 95 E Ei i icy 0 add use limitations installation Instructions and uct Bars. Created b t dant Third Pa :Yes 15210.4 0.Smooth/Wood GraIn/WhRa Wood 618*Impact"Glazed Fiberglass Single Door-Inswlag/Oubwulg(X- /Rustic/Martopany Series 0 Fiberglass onHguration) Doo' Limits of Use Installatlan Instructions Approved for use In HVHZ:Yes EL15210 RS n Rim 0240 a.ndr Approved for use ode HVHZI Yes Vetifted By:Lyndon F.Schmidt,P.E.43409 Impact Resistant Yes Created by Independent Third Party:Yes Dodge Pressure:N/A Evaluation Reparts Odd,yes INET 15210A for Design Pressure Ratings,any additional1!jy S210RS Ah Eval,5210 A.adf use limitaum installation instructions and product Ineiculn. CMIted gX In t Third Ma:Yes 15210.5SmootfV Wood Grain/White Wood VS'Impact"G ass FIWMtSingle Door with SidetRa or Sidettes- in Mahogany Series 0 Fiberglass Inswing/Outswing(OX or XO;0X0-Configurations) Door Limits of Use Installation Instructions Approved for use In HVHZ:Yes EUS210 gait lost 1s210.1aat Approves)far use outside HVHZI Yes Vanfied BY:Lyndon F.Schmidt,P.E.43409 Impact Reslstanb Yes Created by independent Third Party:Yes Design Pressure:N/A 9vallwation Reports Odw.Sea INST 15210.5 for Design Pressure Ratings,any additional BASIIQ R+A_e &AI 15210.5.�P use limitationsinsta latlInstru rns and lays. Created In t Third P :Yes 15210.6 .Smoodn/Wood Grein/Whits Wood 'S`impact"Glazed Fiberglass Double Door with or without Sideiites- Grain/RusMahogany Sanas 0 Fiberglass Ynswing/Otulswittg(XX;O1IX0-Configurations) Door d mit s of Use Inatiallawn Instructions Approved tsar use In HVHZi Yes EL&AW AS U.jgg(„S21t� 0.6.cdf Approved Brie W*~VWZi Yrs • • •• VerrRe d By:Lyndon F.Schmidt,P.E.43409 Impact Rohl,I ' Yes* • • • • • • • Created by Independent Third Party:Yes Destgn Prnidtstnen N/A• •• o • • • • Evatim"on Reports se liras I 1S2lbRi P+-Su s yaaddttionai FUS210 RS AE EvaLjUjUj& rsCreated V 12gMdent Third :Yes 15210.7 .SmoothlWobd Grahl/White Wood 810*Impact'Glazed Fiberglass Single Door-Outwhng(X- GreIn/RustlC/Mwwgany Series 0 Fiberglass fturation) Limits of 8" ••• ••• 414141 • • Installistion Ins :NVHZs 4 • • • • fUS 10 R S H last 1S210.7.nd2 r ••• • • Verified By:Lyndon F.Schmidt,P.E.43409 Itupast • is • • • i 0 0 Created by Independent Third Party:Yea 0=eWVn easeare6 A o • • • evaluation Reports Off:See INST 15210.7 for Design Pressure Ratings,any addhionai "?40+ RS AE Emal ISUO.7.odt Omttations InstaM Mon instruCtbns and gMguct garticulars. I Created bX Ingggeagent Third Ps!U!Yes 15210.5 ••• • • a ••• • • • • • • • • • • • • http://www.floridabuildmi*o org/prt'pr app�c�tl aspx%aram=wGEVXQwtDgv3yWKJZI Q... 9/15/2015 Florida Building Code Online Page 3 of 4 Ill.Smooth/Wood Gra+n/Whit Wont n`Impact'Gazed Fiberglass Single Door with Stilette or Sidelites- r Grain,rRusti4Mahogany Series 0 Fiberglass Outswlng(OX o•XO;OXO-Configurations) Oar LIMBS of use lastanothm Approval for we in HVHZ:Yes it1 Insct 1521 Approved for me outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 impact Reststimb Yes Created by Independent Third Party:Yes Design pressures N/A Evishrafte,Reports Other:See INST 15210.8 for Design Pressure Ratings,any additional F:9MQ RS AP Evac 1521 A.odf use Motione,Installation s and Mv&d gMulars. C IngagEka Third Party:Yes 15230.9 t.Smooth/Wood GraiNWhlte Wood WO*Impact"Glazed Fiberglass Double Door with or without Sldeites- in/Rustic/Manogany Series 0 Fiberglass Outswing(XX;OXXO-Contigurotions) Door Limits of use Installation Instructions Approved his,a"Is HVHZi Yes BAMQu it lea W1 Approved for me outside HVHE:Yes Verified By:Lyridon F.Schmidt,P.E.43409 impact Rent:Yes Created by Independent Third Party:Yes 0081"Pressure:N/A Reports Other See INST 15210.9 for Design Pressure Ratings,any additional =210 as AE Lim 15214 o�w use NmiPetions Installation tristrucetons and oduct 4ruculars. Created h In t Third :Yes 15210.10 Smooth/Wood Grain/White Wood B10*Impact"Opaque Fiberglass Single Door-Outswb:g(X- /RtotWMahogany Series 0 FiberglassConfiguration) Limits of use Installation Instructions Approved for use In HVHZ:Yes FLMIQ RS U Inst 15210.10.odf Approved for use ougdde"VOW Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Reststentsi Yes Created by Independent Thim Party:Yes Oeaign Pressures N/A Evailustion Usism s Otters See MOST 15210.30 for Design Pressure Ratings,any additional E LS210 R9 AE Evac 13210.10.w±f Rse limitations installation tnstruCtim and uCi rs. Created b I t Thin PisqjiYes 15210.11 k.Smwtit/Wood Graln/Whibe Wood *0*Impact`Opaque Fiberglass Single Door with 5kdelite or Sidelite8- Grain/Rustic"hOgany Series O Fibwglass Outswing(OX or XO;OXO-IDoor LIMBS of use Installation tn8tructlosis Approved for use in HVHZ:Yes R15210 R5 11 1=15210,11,09 Approved for use outside HVHZt Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Realabaatt Yes Created by Indeperidwit Third Party:Yes Deal"Pressures N/A Evaluation Regards Others See INST 15210.11 for Design Pressure Rating,,any addRtonal B45210 95 Al E)W LWAD-iL iff use lirndtatlons installation instructions ani) OduCt rtitular5. Cteatetl f t Third Pa :Yes 15210.12 11.Smooth/Wood Grain/Whita Wood WO"Impact"Opaque Fiberglass Double Door with or without St"Re6- n/Rustic/Mahogany Sena 0 Fiberglass Oubsoring(XX;OXXO-Configurations) Door LIMBS of use Instanation iostr uetdons Approved for use In HVHZ:Yes &15210 115,11 Lag M10.12. Approved for use outside HVHZ:Yes Ve~By:Lyndon F.Schmidt,P.E.43409 Impact Rett Yes Created by Independent Third Party:Yes Daslgn Pressures N/A ovwua#w ROPeft Others See INST 15210.12 for Oesign Pressure Ratings,any additional FL15210 RS At Evac 15210.i2xis use Hens Instailaatlon instruttidns and M9W nrtl-!M. Created Iry taemmept Third Pe!!X:Yes 15210.13 Food Grain/White Wood Y)'Impeat"Opaque Fiberglass SM41a Door with Surface Sots- Graln/Rustic/Mahogany Series 0 Fiberglass Outswirtli(X-Configuration) tDoor LIMBS of use trAwfumm instruttioos Approved far we In HVHZ:Yes EUS210 RS It Iflst 15219,110& Approved for use oubabe HVIM Yes Verified BY:Lyndon F.Schmidt,P.E.43409 impact Resistants Yes Created by Independent Third Party:Yes Desigs pressures N/A Evaluation,Reports Otter:See INST 15210.13 for Design Pressure Ratings,any additional 15>i0 RS dE Eye 15>t®.1a. r use limitations Installation Instructions and gLqtina tars. Created..§y I Thin :Yes 15210.14 n.SmosWVWood Grain/Whits Wood $10'Impact"Opaque Fiberglass Double lir with Surface Bolts on Active Grain/Rusbc/Malmisov Series 0 Fiberglass Door panel-Outswing(XX-Configuration) Onor LIMBS of use trials atop Instructions Approved for use in HVHZ:Yes LIM Approved for tate outside HVM Yes Verified By:Lyndon F.Schmidt,P,E.43409 Impact Resistants Yes Created by Independent Third Party:Yes Design Pressures N/A Evaluation Reports Others See INST 15210.14 for Design Pressure Ratings,any additional EL15210 R5 AE Ent ISZLQ-14 use limitations installation hts and eM4uct Created PY do dent Third Pa :Yes 15210,15 10.Smooth/Wood Grain/White Wood WO"Impact"Glazed Fiberglass Single Door ubaztag the WINDSERT-an /RuslicJMahogany Series 0 Mbergtass ssparationai window insert-Outsrmng(X-Configuration) Door LIMBS of Use Installation Instructions Approved f•r ase In HVHZ.*Yes 1115210 R5 11 Inst IS2MI5.0a Approved for ass outside HVHZ:Yes Veifled BY:Lyndon F.Schmidt;P.E.43409 Impact Re I I Arts Yes Created by Independent Third Party:Yes sign Pressure:N/A evebtawn Reports Others See INST 15210.15 for Design Pressure Ratings,any additional use limitations installation instructions and it iculars. CMW ft IaggggLmt Third PaM.Yes •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• Cooled Als :;1%0.North!Rome 9tred:Tall k.i..m CL 32M fgpl�y,{,�jo-417-1824 •Tho S"gf Fbndaifi4 fiVtiWDloYe• saft Of Florida.:i prhiacv 5 Demean::Accessibility Slatsmank i;Refund Statamerg Lp�Ftyy9•da tt�. �klt�sos are1W WtC rflrbaHn MYa cbeoot waist Your e•mani eddre�released in roSPOnea til a Rubflc-reooMa request,do nM Deni aloarOnk t�t�io .Inahlsad• t�o�eby paoeiAror�/tr�dion8l mall,dr you Pave cry queauons,piaaso e»rrtaet 850.487.1395.•Pursuant to 5ectbti 455.275 fl).Pbrypa Stay.atfaNYre Qeootair 1.2012,aoensdua Itsottsstl uMor cheDtor 4SS.F.S.rratst pra4do the n with an eena0 aetd M tt•y have ono.The ernei� iteY ce used lar o nY,ate t:Otn6ee.ttox�rer errma adtlreaeas are Wbik remro.U Yoee do tai w•tt to supray a Personal xidress, Pie✓ Ptov�e ilia O�arbnent ward an err�li xtdrosa whkh can be nixie avatbbto�M are Wait.TO 4e:ermtna V Yui aro a IBceraoe ar#er Chapter 455.P.B..Diose Product Approval Accepter ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • • • •• http://www.floridabuilaing.org/prlpr app dtl.aspx?param=wGEVXQwtDgv3yVVKJZIQ... 911512015 RR W Building Consultants,.Inc. W B Consulting and Cogincering Servim-s for the Building Indusoy C PARM330V816CO.F1.33595 FlIft"10813,659.9197 Plod&11mid ofl`(oftsioml EaginmrsConificate ofAudmimton No.9813 Product Sub Category Manufacturer Product Nome Catego!j I Swinging Plastpro,Inc, Smooth I Wood Grain I VR*e Wood Grain Exterior Exterior Door 5200 W.Century Blvd. Rustic I Mahogany Doors Assemblies Lot Angel",CA W046 Series 0 Fiberglass Door I Phone 440.969.9773 InswingfOutswing-"ImE!cr Scope: Product Evaluation report issued by R W Building Consultants,Inc.&Lyndon F.Schmidt P.E.(System ID#1998)for Plastpro Inc.,based on Rule Chapter No.6IG20-3,Method 10 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 approval process of the product named herein. Limitations. 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code(FOC)structural requirements Including the"High Velocity Hufficane 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 the"HVHZ*this product complies with section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used In areas outside of the"HVI-W requiring wind bome debris protection this product complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering.This product meets missile level V'and includes Wind Zone 4 as defined in ASTM E INS and Section 1609.1.2.2 of the FBC. 6. For 2x stud taming construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15210.1 require &~engineering analysis by a licensed engineer or registered architect 7. Outswing configurations meet water infiltration requirements for"HVHZ'. AN other configurations do not meet the water infiltration requirements for the"HVHZO and must be installed only In non-habitabte areas or at habitable locations protected by an overhang or canopy such that the anale between the edge of canoov or overhand to sill is less than 46 dowees. 8. See drawing FL-15210.1 for size and design pressure limitations, Supporting Documents: 1. Test go 0-06 W. Test Standard Testing Laboratory Slarled by TEL 01390365 TAS 201-94,202-94&TAS 203-94 Testing Evaluation Lab.,Inc, Lyndon F.Schmidt,P.E. ETC-OS-2$5-16776.0 ASTM 0 635-11C 638-03,1929-96&2843-99 ETC Laboratories Joseph L.Doldan,P.E. ASTM 0 26-95 ETC-06-255-17412.0 ASTM E 84-05 ETC Laboratories Joseph L.Roldan,P.E. ETC-07-209-19303.0 ASTM D 635-98,638-03,1929-96&2843-99 ETC Laboratories Ben Meunier 2, Drewigg 14% Prepared by SIgW&Sealed by No.FL-16210.1 RW Building Consultants,Inc.(CA 49813) Lyndon F.Schmidt,P.E. 3. CA1CuW#M PmRmby Signed&Seated by Anchoring RW Building Consultants.Inc,(CA#981 3) Lyndon F.Schmidt,P.E. 4. Quails MgMMOO Certificate of Participation Issued by National Accreditation and Management Institute,codifying that Plastpro.Inc.is manufacturing products within a quality assurance program that complies with ISOJIEC 17020 and GuWo 53. Lyndon F.Schmidt.P.E. FL PE No 43409 4/24/2015 Sheet 1 of I IM 37.W MAX OVEWI plastproS FAME WOO 5200 W. CENTURY BLVD, LOS ANGELES, CA 90046 Smooth/Wood Grain/White Wood Grain Rusffc j Mahogany Sedes 0 Rbergiass Door INSWING/ours INN "IMPACT" d 1. ft podW has bw evakxated and is ktWithft5th r i(21)l 4) Code (FBC) FOWkw wis ft Velocity Nwic ne Zo (10.114. ±5 x �• 2. int ands VxM be as Aftd and wed as Oxmn on detal%.Arx&tor embednient to base Oall be beyond war dmsft or stucca. + 3. When teed 1n the WVW this with Secy 1626 of the Rxido&Adhg Code and does tat + Freqft an Impact reptant covering. �; ••• � 4. When Lwd hareos ouhWeof#vWWmqukftvWdbome debris protection ft product c ompoei%ft ••• •• ••• • Secflon 1644.1.2 of the 24114 FOC and does not require an krwct refit coves.Thds product mets •• • • • � missile lev M"and incudes Wind Zone4asdellnedin AStb1 F 1446 and Section 1644.1.2.2 of die FOC. • • •••••• ••• • •• S. For2r slud consWction,anchorlrV of these tests OW be the saw as Sat shown for 2x buck nxmM • construclon. •••• • • b. Site�that deviate from the dett�of fins fg ani by a licensed • • :0. OngineerarregiskwedardOed •••••• •• • •• • • • • 7. OubwkV c mffp *)m meet water lnftuflm req&aments forlfVKr.Ali otter moors do not • nit thewater hilltration reci nts for the WVW and mustbe "In rxn`tabftc areas or :••:•: 1! at holoftble locations protected by on over or canopy such to tree angle betrmn the edge of :690 � canopy or oywhong to A Is km ff +45 degaes. ••• • _ • Jb • • • ,g fiOF� ,. •• • •• e • DuclivWx a SLW u 3 Hodwrital Cruz egmINSWING x +75.0 -75.0 fl2 rs^t2 4 V cans Mir N.T.S. + 5 __ __ _� 37M W.a. JK t�lTSWING x +75.0 -75.0 t>5 7 and 81.13' WOMW xm, CORMWnIs $ ...... 9 Og Fl-15210.1 o _L--L a a � ��`�r fir~• tom,, 49 SOERIOR +'e. , 'e; +�•, . .e� -:.� . fill \ a E $� CAP) ) MPM LATCH SW{LVL) HIiEStS E{LYtI CAP(PVC) {COMP') Vyd �1WWOWAL CROSS SECOON _-35.79"MA7fOA � r WON � 9313 ................ t 73 FOAMS , :. ... ...: a o SEE HARDWARE TAKE PAAUi ;i. ... • � • 7c MUM 173 U ..• � � ... .... 0 1 1 SLENAROWARETABLE ! tOCS S RT +50 # GLASS 1WO 1AC[ X09'" t73 WOMRA — --f Z -oa 18 12 N.T.S. 9 JK 4s tvswAcmxcwN er LFS 3 ORftM NMI. ° FL-15210.1 o 4 i +'•1 '4 4 'l. •� w M 13 E3 hs D� ° �lflii 911 1 m INTERIOR e D a O n X g 3 $D 8 1 D zQy ea D i EXTERIOR Da 6 D a -WIT MK Imo.Ir�•I 8 D ° ats MWMW ixsAbuCc aid' 9 • •. CM C cm MI �< . • e , ••• • • L WTERiOR ! •a• a •• ••• • INTERIOR ••• • •• • •40 .•- • • ani •••• ° •� • D • ¢¢QQ • • • • gyp••• a a ' • a f +j$ 02/16/12 13 4 EXTERIOR EXTER>t?R AN.T.S. °� I e 1 2 m D " Of. #lNfAt CRESS�7tCAt LFSwa: � i•1JA"M�1. � _ - FZ—}5210.1 1° 3- o a q A p a - A • I A ��tdttt tIlii `� 3 rr v i3 .r•''" 4/ � ` Lb `1 '��tai 0 7 G ---- � EXTERIOR W1ERX)R N 7 1 2 EXTERIOR 2 - EXTERIOR INIERRZR 4 qw. fixbt IN 1 y EXTERIOR INTERIOR E • m EXTERIOR •••• ip • •• ° uu��a�n .• • •.• 30 31 32 33 34 r5--\Vm$CAL CROSS SlrCWN •••••• •• • B • � 4 �aemwJADA • .� • • • A p pp • a o 0 6 e • W Q o t°_ p P ° e ° q ° • � j d tl a a M2/16/t2 ,,� • N.T.S. 313 ubl*�-o + $ er JK m' 4 hlt f �At wu er LFS 3 *OWN=no.. x FL-15210.1 a 0 4 ar_.9 0 d tip``�•' �' '~� . � © a it 0 JXK= H j - ° Pee d fXN= H •.. •• -...t I.T i� •• ••�•• • 000 0 ••• •• • d La o • • •• o•• 71 • • :•• ? • g, •• p a Suwe N.T.S. 3 oec er JK A1�6�AGfIOITSt EPIAtE aa.Ornm LFS oauat�c a FL—15 W MANUAL RAWD TONGUE GEAR SYSTEM �.J FL-15210.1 oF d 10; t�JJ too 000 LL i R �„ . . • .....• '. • • •Go 0 4, w 000 2X S= .... 1Xm= N N.T.S. 9 am or JK m W&FTi@et rt3W3 $ SIN Aft am erg LBSdi 3 3 pt.Lodz SAM= +ms: FL-16214.1 0 m t a a PYP.) _ i .I 'St a s a TP. AD ' 2X B= D YHEa &� [?>TAB{!YP} tX wa17 h u MASONRY ... MASONRY lYP.READ s Ot'63O ._i ..� &JAW FRAME 2X BUCX t •• • o 5 to • •. e•cf .. . • •. a • �a • . 0000• ••• �• ••• '` ..► I ADA S#.L 00:00 • •••• ONLY n 0000 •• • ' ... .�. 0000 • •• 0000• •• •• Q • • • • • e.p4 ••• :00: • • I • • N 0 9 • • • ••i 0• • •• •I• • 01 Of l.CWWRWmxAaraaatt+eComm++wrAeGgIftaaerraem+oh 2 ardwr� no�dac�wex avicevrer rn•oero tX 9 nmrremY,tA�ra6�. ta�r+oraorJoi+h. rcaaaaars ' air eauta IPwTMx�tCEAt18Yore+tot 2X BUCK ! tXBUt2C H......... ... .. 4 1$ H iX BUCK 99 : cox ?X BUCK 2X agAOFar_:. BUCK S$ 2X BUCK ! 0 nw 1N' mx Y' 4' iXBUCK M 5B 2X B= 91 ,OZ 16112aw. a N.T.S. 9 mwAc 1I4 1.1Jf r r H IX SUCK — .Re. ,1K m *rpjm mw+w� ut s is R » • a nuraenuen3irooPo co 1••1id .6t•oa lrogat Pt-15210.1 Wcodsa.,vsbp►evero9�esp gotwood. D m I Ab° 4 Sb T3-+ ..a 4b`._..__••+. +.•••••.•2.IT—+t as at° w34 � UT �.,....._.... Mp St I57b? ti J 1 • • ••• ••� •! •• • 000000 •• • • of• • ••...• • • 00 .... .. i Iw000 °t •...•• •• •• • • • • .•• g C1°1.^ •.•.•• q 0� • • • • • .• 1 L.J 6�aa(YSa�s) - C Q'��ioiii"�� $^ - 1�. . ••• •.i • • . » • • 00 5A2r w 656° ® —4.85' t M-02116112 N.T.S. 36 ! MOM CHL er. LFS s DRUM W.. $ FL-15210.1 " SHM8 OF JA BIL Of AlATMW -ti S y f bacowu dU1LL .. .+[ s= 48 A IX BUCK SG x 0.55WOOD B 2X BUM SG x 0.55 WOOD h C W MAX.SHM SPACE D T/4"X 2.314"PFw Elco OR QW CONCRETE SCREW --- $Tffi EMASONRY-3=PSI MRN.CONCRETE CONFORMING TO ACT tt $01 OR HOLLOW BLOCK COIORMING TO ASTM C90 CONCRETE $ G 114"X 3314"Pt41 ELCO OR fFW CITE SCREW STS ° H 3/16'x3-T/ PFi IIWCONCRETE A' STS n I i/4"X I-31.0 PPd D.CO OR FrW CONCRETE SCREW STEEL L #B X 2.112°PFTs WOOD SCREW SIS. $ Cr'► M #BXI-I/2 Pffi WOOD SCREW STEELa I POLY FIBER JAMB COMP.1 Vwft 2 FINGER JOINTED PBS FRAME WOOD 7 WEATH _ FOAL 8 1 DOOR BOTTOM SWEEP Vwn Y 9 4"X C BUTT HINGE Stffi. 1I #9 X 3/4"PfH WOOD SCFFW STEEL •• • 22 l .BY STS • • ••• •• • ••• 23 MULD41M SUM PLATE=LST!J94. SLED. • • • • StE� •• • • •• • 2P LATCH STRWE PLATT: STS 000• • 7$ DfADBOL STEEL29 •••i•• • • •---- WIGT •• •••• •••• 3D ONH ALUMIWOOD • • : • a 31 OUTSWING TN ALU D 000• • •• • eel 32 OUISVW NG Ti REPIOLD ALUM/WOOD 33 OUTSWING THRESHOT D AUUM/COMP •••••• i • ••• 34 QUISWTNG TFQ ALUMIWOOD •• 36 INSWI G TH U SHOLD ALUMJCOMP i••i•i • 3P INSWING THUD ALUM/WOOD • • • ••• s 38 IN SWBLGTHRE54M ALUMXOMP • • • • : �t Q D P -SEE DOOR PAIS.DETAIL&W K)R COHSTRUCTK3N DETAILS - • • • ••• •• • • • • 55 #10 X 1-1/7 PFH SCREW STEL. • • 9 BACKING PLATE _ STT . • 58 #B X T Pf 4 WS STEEL I g L A ULD-POINff STROM PLAIE STF t a LOCK ASSEMBLY STS. t mm i z O 02 1fi 12 i H.Ts. JP( x CHK ort LF$ DROM FL-75210.1 0 �� a Florida Building Code Online Page 1 of 2 F nnnla j( (!t� BCIS Home Log In user Registraaon Hot Topxs S Submit surcharge a Sats a Fags Pub tions FBC Staff t SCIS site Map Links Search Busmen Ndess1 I Pfoduct Aff roval UM:Public"se' FL 16736.2 Regulation Pro"Anommal Mom >�,`ar a�_I �reh>AaWkmtlgn List> ilemu FI-g FL16736-R1 Mom Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekoss@cws.cc Audnorbed Signature Koss Erin ekoss@cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ekoss@cws.cc Quality Assurance Representative ]ay Lathrop Addre>s/Phone/Emad 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 )lathropocws.ct Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardoopy Received Fiorlda Engineer or Architect Name who developed the Lucas A.Turner Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M.lirich,PE Validation Cheddist-Hardcopy Received C@tUf cats of Independence FL16736 R1 COI EvaIRep CWS- 71(HS-8200.74x63.IMP).odf Referenced standard and Yaw(of Sundsd)• • • • rpt i ••i • • i •AAMA/WDMA/CSA/101/I.S.2/A440-08 2008 • •• • • • • ••• 2004 • • • • • • • • #1300-04 •• 000 •• • • •A9tIPl E1886-05 2005 ASTM E1996-09 2009 PA(TAS 201/202/203 1994 • ••• ••• ••• • • Equivalence of Product§§-ia$ • • • • • • • • Certified By • •• • • • • • • • Sections from the Cade ••• • • • • ••• • • • • • • • • • • • • o 00 h //www.floridabuil ' or r •a ••dtffc as . •fram!wGEVX u8ob1%2flZm6T... 8/4/2015 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 04/15/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/25/2015 Date approved 06/22/2015 Summary of Produobi PL dModel,Number or Name Description 16736.1 8200 PVC Horizontal Slider HS-6200 PVC Horizontal Slider IMPACT 74'x 631,XO or OX. its of use Installation Instructions Approved for use in HVHZ:Yes F1.16736 RS iI CWSn871B(ELS-8200.74x63.IMP).Ddf Approved for use outsble HVHZ:Yes Verinel By:Lucas A.Tuner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Desig:i Pressufet+60/-60 Evaluatiort Reports Otber:Large Missile,74'x 631,DP+/-60 pelf.Outer lite in I.G.must FL16736 RI AE DuPont PVB NOA 13-0129 27.Ddf be safety glazed when used above 30 ft.in HVHZ.Glass complies to FL16736 R1 AE EV81RaD CWS-8715(HS-8200.74x63.IMPI.DdP ASTM E1300-04. E 16736 RI AE Ouanex(Mikmn)NOA 12-1017 02.Ddf Created by Independent Third Pa :Yes 16736.2 I IHS-8200 PVC Horizontal Slider S-8200 PVC Horizontal Slide,IMPACT 111'x 63,XOX. UffilwN Use Installation Instructions Approved for use in HVHZ:Yes FL16736 R1 II CWS-8696(HS-8200 111x63.IMPI,odf Approved for use outskie HVHZ,Yes Verifled By:Luras A.Tuner 58201 Impact Resi itarib Yes Created by independent Third Party:Yes Design pressure:+60/-60 Evaluation Reports Othert Large Missile,111'x 63',DP+/-60 par.Outer lite in I.G.must &16736 R1 AE DuPont PVB NOA 13-0129 27, be safety glazed when used above 30 ft.in HVHZ.Glass complies to FL16736 Ri AE DuPont SGP NOA 11-0624 02.0dP E3300-04. FL16736 Ri AE 5MIRea CWS4691 fHS-8200.111**IMPl.Ddf ({,16736 Ri AE Ouanex(Mikron)NOA 12-1017 02.Ddf Created try Inde dent Third Pa :Yes Contact Us::1940 North Monroe Street Tallahassee FL 323399 Phone:850-997-1824 Thesis of Florida is an AA/EEO employer.Comfrbht 2007-2013 Stare of Florida.:: ::Refund Statement Under Florida law,email addresses are public records.IP you do not want your e-mail address released In response to a pubOc-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questlohhs,please contact 850.487.1395.*Pursuant to Section 455.275 (1),Florida Statutes,eHecdve October 1,2012,litems licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emelt provided may be used for official communkaton with the licertam However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can the made available�public.To detmmine t you are a licensee under Chapter 455,F.S:,please Product Approval Accepts$ •• ••• • • • • • •• is • •• • • • • ••• • •• ••• •• • • • •• • ••• ••• ••• • • so a :0 000 0040 goo • • • • • ••• • • •• • • • • • • • • • •••Is • • • • ••• • • • • • • • • • • • • - •_rtithttP�//www.floridabuilding.or�P PraPPdl.asA ? aram•—wEVXQ�DQu8ob1%2fZm6T... 8/4/2015 M1AMFDADE MIAMI-DADS COUNTY • PRODUCT CONTROL SECTION 11805 SNY 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175.2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE(NOA) yz w.mlemidad&gm/gopomy E.I.DuPont De Nemours&Co.,Inc. DuPont P&]P Chestnut Run Plaza,7121161,P.O.Box 80712 Wilmington,DE 19880 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product ERProduct Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dads County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:DuPont Butaci"PVB Interlayer APPROVAL DOCUMENT:Drawing No.13-0129-27,titled"DuPont Butac"PVB Interlayer",Sheet 1 and 2 of 2,dated 01115/2013,prepared by E.1.DuPont De Nemours&Co.,Inc,signed and sealed by Allan A.Kozieh,P.E.,bearing the Miami-Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Section. MISSILE IMPACT RATING:None LABELING:Laminated lites under this Product Approval shall be permanently marked in a corner of the glass with:"MDCA-ButaciteS PVB",standing for"Miami-Dade County Approved—Butaciteg PVB",and the laminator's identification mark. These marks shall be applied by the individual laminator producing the finished laminated glass product containing the Butacite®PVB interlayer. RENEWAL of this NOA shall be considered of a renetival application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,andlor manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT:The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirely. INSPECTION:A copy of trig eqU 11j0h,shall be psovicled to the user by the manufacturer or its distributors and shall be available for inspectOn at the$olf able A tie&yheJ of the Building Official. This NOA revises NOA 01%11ll$.03 Adre&siegof tlris page 1 and evidence page E-1,as well as approval document mentioned abovb.• ••• •• • . + •. The submitted documentation was reviewed by Carlos M.Utrera,P.E. • •+• •+• Y • • • + . • . • • + NOA No.13-0129.27 ��, ••; ; + +• ": : : Expiration Date:December 11,2016 • •• • ' '•+ Approval Date:April 11,2013 { / Page I E.Y.DuPont De Nemours&Co..Incl NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.13-0129.27,titled"DuPont Butacite®PVB Interlayer",Sheet 1 and 2 of 2,dated 01/15/2013,prepared by E.1.DuPont De Nemours&Co.,Inc,signed and sealed by Allan A.Kozich,P.E. B. TESTS "Submitted under NOA#I1-0624.01" Test repo Standard Date Sienature 1. A2280.01-10-18 ASTM D1929 03/29/11 Joseph A.Reed,P.E. 2. A2280.01-10-18 ASTM D 635 03/29/11 Joseph A.Reed,P.E. 3. A2280.01-10-18 ASTM D 2843 03/29/11 Joseph A.Reed,P.E. 4. A2280.01-10-18 ASTM G 155 03129/11 Joseph A.Reed,P.E. 5. A2280.01-10-18 ASTM G 158 03/29/11 Joseph A.Reed,P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS "Submitted tinder NOA#11-111&03 1. Statement letter of code conformance to 2010 FBC issued by Allan A. Kozich & Associates,dated 0310112012,signed and sealed by Allan A.Kozich,P.E. "Submitted under NOA#11-0624.01" 2. Statement letter of cot�g.ponformance to 2007 FBC and no financial interest issued by Allan A. Kozich &."/lssociates, dated 08/09/2011, signed and sealed by Allan A. Kozich,P.E. .. ... .. . . . .. Carlos M.Utrera,P.E. Product Control Examiner • ••• ••• ••• • • NOA No.13-0129.27 •• • •• •• • ;•; ; ; Expiration Date:December 11,2016 ••• • ••• •+• -i•• Approval Date:April 11,2013 • • • • • • • • • • • •• •• • • • •• •• DUPONT BUTACITEO PVB INTERLAYER PRdoucl DESCRIPTION MANUFACTURED BY: E.I.DUPONT DE NEMOURS&CO.,INC. A PLASTIC INTERLAYER MATERIAL FOR LAMINATION WITH GLASS ON BOTH SIDES. A TYPICAL GLAZING IS-MADE OF THE FOLLOWING COMPONENTS: A 8 C A 118" 3.0 mm Annealed Goss SECTION 8 - 0.030. 0.78 mm DuPont ButacltsO PVB Inteda r -I1rtj.0amj Annealed Glass MATERIAL CHARACTERISTICS ButaCltsO PVB Interlayer(Clear) AssIgnatlen lest Pr ernes Sutads*PVB Interla Clear Self i rildon T tore ASTM D1929 788 F 420 t Plash ion Temersture ASTM D1929 788•F i420°C A Smoke Density Retino ASTM D280 7.2 ftn!ng Rata ASTM 0635 0 rmn twm Xenon Weathering(4500 hra) ASTM C158-02 •Weathering Flexural Strength Method A ASTM C158-02 Method A Before After 2940 i 3189 PEI •WBATEIERING PHIL SECTION 2512 OF TIM PLORIDABUMDING CODE THIS Is A COMPONENT APPROVAL AND DOES NOT INCLUDE AN EVALUATION OF STRUCTURAL PERFORMANOE OF THIS COMPONENT. SYSTEMS INCORPORATING THIS COMPONENT SHALL APPLY FOR A PRODUCT APPROVALL,TO THIS OFFICE AND SHALL SUBMIT TEST REPORTS AND OTHER REQUIRED DOCUMENTS SHO M140 THAT THE SY&TEM USING THIS COMPONENT WILL RESIST THE LOAD$ACCORDING TO CHAPTER 18 OF THE FLORIDA BUILDING CODE. .': Q,gwt_E1t1t&_cfte&.PV18 Interlayer:. psi coag- Via. { , �,�a�•rV:64UPOnt de Nemours'&Co., Inc. wLe lot RA.•• ». ! Chestnut Run Plaza Bldg7121161 'o � . . P.O.Bax 80712 No 1 't 1:�, •.. WismbVton DE 19880-0712 ..kV a Phone: 302-999-2125 s - Rev.�lle.4t3-012�r,Z� Sheet 1of2 BTA16i of ,� Drawing Date: 01/15/13 • ,� ''•.art ,AR• ::6 �° : Allan A.Kozich,PE 4, win AA -.s. $so• W%5. .... . . Re istrlation#16864 UL I+NIIN • . DUPONT BUTACITEO PVB INTERLAYER Material Characteristlos ButaciteO PVB Interlayer(Colors) Oselgriallon Test Pro Self I ninon Tempmtuvej1 ASTM 01929 788`F 20'C Self Ignition TO toreJ21 ASTM D1929 788'F 420'C self ignitton TemperatureASTM 01929 788 42b� Self ignitlon Temperature 41 ASTM 01929 788`F(42M) Self I ninon Tem ASTM D1929 788`F(420 r Flash Ig0kn Temperature 1 ASTM A1929 788`F 420'C FUM f ninon T2Mpemture[2] ASTM D1920 7.70'P L410'C Flash i nation Temperature[3] ASTM DIM 770`F 410'C) Flash Igniffon Tem ature(41 1 ASTM D1929 788 T(420't;) Bash IgnIdon Lw Mrature ASTM•01929 7887E 420'C Av Smoke th1 1 ASTM D2843 7.2 . A Smoke Raking 121 ASTM D28439.1 Avg smoke�tsl Raft ASTM D2843 10.2 AvgSmoke Densi Railing[4] ASTM 02843 10.1 Av 8"9 Density RoUng[ ASTM 02843 8.1 Bunft Date 1 I ASTM D835 0 mmlmin. Bufft Rete ASTM D835 0 mm/min. Surrift Rate[41 ASTM 0636 0 mmlmtn. REL4 Rate U4 ASTM D635 0 mmlmin. Burning Rate 15J ASTM 0835 0 mn*rin. woes florlik (1]Clear Butadte®PVB Interlayer (2]Charcoal Grey Batadtet9 PVB interfayer o 131 Blue-Green Butade@ PVS Interlayer (4]Azure Blue Btdadte@ PVB interlayer (5]Solar Bronze Btdad 4I VB Interlayer THIS 19 A COMPONENT APPROVAL AND DOES NOT INCLUDE AN EVALUATION OF STRUCTURAL PERFORMANCE OF THIS COMPONENT, SYSTEMS INCORPORATING THIS COMPONENT SHALL APPLY FOR A PRODUCT APPROVAL TO THIS OFMS AND SHALL SUBMIT TEST REPORTS AND OTHER REQUIRED OOGUMMM SHOWING THAT THE SYSTEM USING THIS cOMPgMW WILL ROW THE LOADS ACC0RMG TO CHAPTER 98 OF THfa FLORIDA BUILDING CODE- .r. `4 . `OmPont BcitacltsO PV8 I1lterlayer �v' '�M �.• ': _ ;,' E.I.duPont de Iderroulg&Co.*Inc. '..• . rC �► DuPont P&IP Gi_s Chestnut Run Plaza Bldg 7121161 tom, ,a •• ••; .'. ; ." P.0.Box 60712 Wilmington DE 19880-0712 • '• i i • •" i'• '• Phone: 302-M-2125 $�l►'�� Q� , , Imo!•file N"f2q.Z9 Sheet 2of 2 Drawing nate: 01/15113 *a ,Q �. , ►� 'p�rb3�toj •' Allan A.Koxtch.PE /pN N qt+� •t �•B :': R anon#16864 slut .. ... .. . . . ... . . . . . . . . . . . • . .. •. . . . .. .. ••• • • • ••• • • MIAMI'S MIAMI-DADE COUNTY PRODUCT CONTROL SECTION BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT(ANC) 11505 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(756)315-2599 NOTICE OF ACCEPTANCE{NOA) www.m(amldade govtbnwing E.L DuPont De Nemours&Co.,Inc. DuPont P&IP Chestnut Run Plaza,712/161,P.O.Box 80712 Wilmington,DE 19880 Scups: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County BNC- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. BNC reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:DuPont SentryGlaW Interlayer APPROVAL DOCUMENT: Drawing No. 10-0413.04,titled"DuPont SentryGlas;9 Interlayer";sheet 1 of 1,dated 04/13/11,prepared by E.I.'DuPont De Nemours&Co.,Inc.,signet and sealed by Allan A. Kozich, P.E.,bearing the Miami-Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section:: MISSILE IMPACT RATING:None. LABELING: Laminated lites under this Product Approval shall be permanently marked in a corner of the glass with: "MDCA- SentryGlas",standing for"Miami-Dade County Approved—SentryGlasW",and the laminator's identification mark. These marks shall be applied by the individual laminator producing the finished laminated glass product containing the SentryGlas*interlayer. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or prod.Misuse of this NOA as an endorsement of any product,for miles,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT:The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be avaikblp for ingwtlon at the jab site at the request of the Building Official. This NOA renews NOA 110-043%. 0 aid:cdi stf of this page, evidence page E-1, as well as approval document mentioned above.. .. . . . . ... .. . . • • • - The submitted documentation was reviawedby&;iXry .Utrera,P.E. ... ... NOA No:11-0624.02 Expiration Date:January 14,2017 Approval Date:August 2S,2011 .. . �� Cdr//f Page 1 . . . . . . V: . . . . . .. .. . . . .. .. ... . . . ... . . E.I.DuPont De Nemours&Co..Inc. NOTICE OF ACCEPTANCE: EVIDENCE PAGE A. DRAWING 1. Drawing No.10-0413.04,titled"DuPont SentryGlas®Interlayer",sheet).of 1,dated 04113/11, prepared by E.I.DuPont De Nemours&Co.,Inc.,signed and sealed by Allan A.Kozich,P.E. B. TEST REPORTS Laboratory Report Test Date siuLtn 1. 96177.02-106-18 ASTM D 635 02/22/10 Joseph A.Reed,P.E. 2. 96177.02-106-18 ASTM D1929 02/22/10 Joseph A.Reed,F.E. 3. 96177.02-10'!`x18' ' ASTM D2843' 021WI6 Josbph A:-Reed;P:E. "Submitted under NOA#10-0413.04" 1. 3136116SAT-001 ASTM D 635 10125/07 Chris Bowness,P.E. 2. 3111755SAT-002 ASTM D1929 01/02/07 Chris Bowness,P.E. 3. 3111755SAT-001 ASTM E 84 12/19/06 Chris Bowness,P.E. 4. PRIO6246 ASTM G 26 06/26/07 Due T.Nguyen,P.E. 5. PRIO6246 ASTM D 790 06/26/07 Due T.Nguyen,P.E. "Submitted under NOA#871116.04" C. CALCULATWNS- 1. None D. MATERIAL CERTIFICATIONS 1. Alone. E. QUALITY ASSURANCE 1. Miami-Dade Building and Neighborhood Compliance Department(BNC) F. STATEMENTS 1. Statement letter of code conformance to 2007 FBC and no financial interest issued by Allan A. Kozich&Associates, dated 08/09111, signed and sealed by Allan A. Kozich, 2. Laboratory 2007 F.B.0 compliance letter issued by Architectural Testing,Inc.,dated 02/22/10, signed and sealed by Joseph A.Reed,P.E. "Subru ted under NOA#10-0413.04" 3. Approved listing of SentryGlasO Plus laminators dated November 30,2005,signed by Jeff�ey D.Granato. "Submitted under NOA#064205.10" • • .. • . Carlen M.utrera,P.E. Product Control Examiner • ••. ••• 06: • 000 NOA No 11-0624.02 00: : • •• •• • :': : : Expiration Date:January 14,2017 000 :• 000 ••• $-i•• Approval Date:August 25,2011 000 0 • • ••• • • DUPONT SENTRYGLASO INTERLAYER PRODUCT DESCRIPTION MANUFACTURED BY: E.I. DUPONT DE NEMOURS$CO., INC. DESCRIPTION: A PLASTIC INTERLAYER MATERIAL WHICH IS FACTORY LAMINATED TO A MINIMUM OF TWO PIECES OF GLASS. A TYPICAL GLAZING IS MADE OF THE FOLLOWING COMPONENTS: (MINIMUM THICKNESS INDICATED. MULTIPLE PLIES OF INTERLAYER TO BE USED AS NECESSARY). A B C A - 1/8"(3.0 mm Annealed Glass ;9CTION B - 0.030" 0.76 mm DuPont SentryGlasO Interlayer C - 118" 3.0 mm Annealed Glass MATERIAL CHARACTERISTICS SentryGlasO Interlayer Designation Test Properties Flame Spread Index ASTM E84 35 Smoke Dwe!2W Index ASTM E84 250 Flash Ignition Temperature[11 ASTM D1929 788 F Flash Ignition Temperature 121 ASTM D1929 752 F Self I nition Temperature Ill ASTM D1929 806 F Self Ignition Temperature[2ASTM D1929 770 F Average Extent of Burnieg[11 ASTM D636 0 cm/min.;Class C1 Avera Extent of Burning 121ASTM D635 0 cm/min.; Class CC1 Average.Modulus of Rupture JASTM D790 Weathering* *WEATHERING PER SECTION 26122 OF Before I After THE FLORIDA BUILDING CODE ��,06 psl 5,366 psi NOTES: [1]30 mil(0.76mm)thickness DuPont SentryGia O Interlayer Sample [2]180 mil(3.3mm)thickness DuPont SentryGlas®Interlayer Sample [3]DuPont SentryGlas®interlayer by Itself Does Not Comply With the Florida Building Code THIS 18 A COMPONENT APPROVAL AND DOES NOT INCLUDE AN EVALUATION OF STRUCTURAL PERFORMANCE OF THIS COMPONENT. SYSTEMS INCORPORATING THIS COMPONENT SHALL APPLY FOR A PRODUCT APPROVAL TO THIS OFFICE AND SHALL SUBMIT REPORTS AND OTHER REQUIRED DOCUMENTS SHOWING THAT THE SYSTEM USING THIS COMPONENT VALL RESIST THE LOADS ACCORDING TO CHAPTER 16 OF THE FLORIDA BUILDING CODE. Dy,Pont Sen Glas(D Interlaver E.I.duPont de Nemours&Co., Inc. wAftDuPont P&IP-GLS Chestnut Run Plaza Bldg 712/161 /� •• •: P.O. Box 80712 • •' •• Z ;honleM tonDE 19880-0712 : 302-999-2125 Dwg. 10-0413.04 rev 1. Sheet 1 o 1 �f• Drawing Date: 04/13/11 0 goo • • N • ReAlla .. istration#16864 . . . . . . . . . . . Uj� ITER 1239 Jabara Ave. 1�1 North Port,FL 34288 ENGINEERING& Ph.941-380-1574 TCONSULTING,INC. FBPE C.O.A.#29779 Evaluation Report 869B April l 8,2015 Product Description: Series 8200 PVC Horizontal Slider Window,Large Missile Impact(HVHZ), XOX 111"x63"unit size with design pressures of+/-60 psf(Fin or Flange window) Manufacturer. Custom Window Systems,Inc. 1900 SW 44"'Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005(4). This product complies with the requirements of the 5' Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-86913,signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210-3887-3,-3A,-4,and-4A,by National Certified Testing Laboratories, Orlando,FL,signed and sealed by Gerard J.Ferrara,with testing performed: TAS 201,202,203 `94,ASTM E 1886'02/04/05,ASTM E 1996'04/06/09,and AAMA/WDMA/CSA 101/I.S.2/A440`08 4) Supplemental Calculations to support CWS-86913,signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-869B. Limitations of Use: This product: • May be used up to the sizes and daylight openings indicated in CWS-869B • Achieves design pressures of+/-60 psf • is Large Missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • In the operable sash,requires Dupont Butacite PVB Interlayer per Miami-Dade N.O.A. 13- 0129.271,and in the fixed glass requires Dupont SentryGlas Interlayer per Miami-Dade N.Q.A. 11-0624.021 • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 12-1017,021 1 I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5d Ed.(2014)Florida Building Code for use in this product. Certification of Independence: I do not have,nor do I intend to acquire;nor will I acquire,a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in any other entity involved in the testing or approval process of this product. .. ... . . . . . .. '• •: •': : : :•;��'4+'�t'�Ri;pry r��i��,M v r No 5=1 VP ••• •�• ••� ••�. •••* 4/18/2015 STATE �F tar Lucas A.Turner,P.E. •• " ,®, *60'0�OFjt 1.. 0+ 0 FL PE#58201 rA Lucas A. Tumor • .•. 2015-04-18 • • ' 22:21-04:00 . .. .. . . . .. .. MIAMMIAMI DADE COUNTY PRODUC • T CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamlaade.gftk onomv Quanex Building Products,Ine. 1034 Sixth Avenue North Kent,WA 98032 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product ERProduct Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:The approved White Rigid PVC Exterior Extrusions for Windows and Doors are to be produced by Extruders Licensees in-AAMA Certification Programs for'rigid PVC Extrusions-.The extrusions shall meet ASTM D 4726,classification(ASTM D 4216) 1-10154-33-0000, 1-20131-13-0000 or 1-40131-13 and the following properties. Description Test Properties Rate of Burning ASTM D-635 Class CI Self Ignition temperature ASTM D-1929 925°F>650 Average Smoke Density Ratting ASTM D-2843 43%<75 Flame Spread Index ASTM B-84 26.2<75 Tensile Strength(Difference: "Exposed&Unexposed) ASTM D-638 4.98%<10 *Exposed per Section 2605.2 of The Florida Building Code. N MILE IWACT RATING:None This NOA revises NOA#114830.09 and consists of pages 1 and 2,as well as evidence page E-1. •• one • • • • • •• The submitted documentadja was rpvdbyte4b j Qa4o j NL Utrera,P.E. .. ... .. . . . .. .. : : : •! : • : : NOA No:12-1017.02 a uN nl ': :• � : : Expiration Date:December 26,2016 Approval Date.,February 7,2013 Page 1 ••• • • • • ••• • . see • •• •• • • • •• •• MAM MIAMI-DARE COUNTY PRODUC ! T CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadyaWeconomv Qwmx Building Products,Inc. 1034 Sixth Avenue North Kent,WA 98032 LIMITATION:This approval does not include an evaluation of structural performance of this component. Test reports and other required documents shall be submitted to Dade County Product Control;showing that the systems using this PVC Extrusion will resist the loads according to Chapter 16 of the F.B.C.,in.order to issue a specific product approval for the system. LABELING:Each carton containing certified extrusions shall be labeled with the AAMA PVC Extrusion Certification Label with the extruder name,city,state and"MDCA".In addition,(a)each Certified Extrusion shall be labeled every 4 ft or less on the underside with the Extruder Code and"MDCA"or(b) each finished product assembly shall be labeled with a permanent label and/or stamp with the Extruder Code and"MDCA". RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT:The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the usa by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. . .. . . . . ... . • . • . • .. ... .. .0*0 . . .. A •t• •• • • • • • . . . . . ... . . • • • • • • • • • NOA No:12-1017.02 • •• • Expiration Date:December 26,2016 • Approval Date:February 7,2013 or . . . . ... . . Page 2 . . . . . . . . .. . . .. .. . . . .. .. ... . . . ... . . Onanex Building Products.Inc. . NOTICE OF ACCEPTANCE: EVIDENCE PAGE A. DRAWINGS 1. None. B. TESTS "Submitted under AAAA Master File#98-0036" L Test report on Rate of Burning,Ignition Temperature,Density of Smoke, Surface Burning Characteristics,Accelerated Weathering and Tensile Properties Test of"PVC Extrusions from 5 different manufacturer"selected by AAMA",prepared by ETC Laboratories,report#ETC 97-26440910,dated 04/21/1998,signed and sealed by J. L.Doldan,P.E. C. CALCULATION 1. None D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATION "Submitted under AAAA Master File#12-1037" 1. Procedural Guide for the AAMA Fenestration Exterior Thermoplastic Profile Certification Program(AAMA 109-11). 2. Voluntary Specification for Rigid Polyvinyl Chloride(PVC)Exterior Profiles (AAMA 303-08). 3. Current list of HAMA Fenestration Exterior PVC Profile Certified Licensees. F. STATEMENTS "Submitted under AAAA Master P71e#12-1037" 1. Statement letter of code conformance to 2010 FBC issued by Turner Engineering& Consulting,Inc.,dated 04/25/2012,signed and signed by Lucas A.Turner,P.E. 2. Standards' equivalency report issued by Turner Engineering&Consulting,Inc.,dated 04/25/2012,signed and signed by Lucas A.Turner,P.E. 3. No financial interest issued by Turner Engineering&Consulting,Inc.,dated 04/25/2012,signed and signed by Lucas A.Turner,P.E. G. OTHERS 1. Letter stating that Mikron Industries,Inc.is a wholly owned subsidiary of Quanex Building Products,Inc.,dated 10/10/2012 and signed by David C.Gadd. "Submitted under NOA#06-1220.01" 2. Member acknowledgement letter issued by Mikron Industries,Inc.-Spectus Systems, on 08/03/2001 and signed by Douglas W.Allen. 3. Component RdeWlt*ra3w$d bydUnerican Architectural Manufactuprs Association ba 09/07/26Wand*s*jd Py Dean Lewis. .. ... .. . . .. 0-i/"o i3 Carlos M.Utrera,P.E. • . • .. ..• . . . .. •. . . 00* Product Control Examiner •�; ; . .• .• :': : : NOA No 12-1017.02 ..• • • • • • •.• Expiration Date:December 26,2016 Approval Date:February 7,2013 E-1 000 OV • . ••. • • . . . . • . • . . 000 0 . . .•. . • GENERAL NOTES: �//� HORIZONTAL SLIDER - LARGE.MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURES— VVINmG �"� TO COMPLY WITH THE FLORIDA BUILDING CODE(FSC),CURRENT 1800 SW 44TH AVE.EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 S E IS RATED FOR WIND ZONE 4 MISSILE LEVEL 0 IMPACT USE AS DEFINED OCAL CWS FLORIDARI34474 IN ASTM E 1996 PER THE FBC. 2.GLAZING OPTIONS:(SEE SHEET 2) 8m PVC 3.CONFIGURATIONS:•O)-, W. HORZ SODER ---1121!4'MAX.OVERALL FLANGE WIDTH 4.DESIGN PRESSURE RATING: IMPACT -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND 111'MAX.UNIT WIDTH GLASS TABLES ASTM E-1300-04. -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER vT v INFILTRATION TEST PRESSURE AND GLASS TABLES Iu 49 15118' 24 ST --y ASTM E-1300-04. GLASS DLO i GLASS DLO 5.ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR ANCHOR CALCULATIONSRATION.FACTORCom1 6 WAS USED FOR WOOD IN 641!4• i I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE SHUTTERS ARE NOT MAX t REQUIRED.THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT FLANGE UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT w!Z W FLANGHEIGHB B MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND i O I2 FLYING DEBRIS. •�}• o a 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SE4M SEA(�1NT •• • a 2 ••• NI V S O i t V USED AT FIXED MEETING RAIL AND HEADISRL i UNIT /� GLASS /� 561!4• • • • i w • HEKiHT DLO ' D D ° •• • • ___. _ m • OLO 8.SERIES!MODEL DESIGNATION HS-8200. • S •••••• •• • m .2 •• g 10 8.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: • 59111 L 6^ •••••• 4tu+u+t • • MAIL C X OPERABLE SASH,O=FIXED SASH rAllp RIE W +{ •• •• SAI H i 1 8 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMIb4R ••• • 1 �T•;'��i • LOCATION. •••• elf• yr'� • C t � 6 �ve NA 58209 .� • 11.EXTERNAL WEEP SLOT-114'x 1-LOCATED 4"FROM BOTFEW.• :* •• • •�•* • A C+-� A - -- TATE OF 4er$• 2715!16' •••6 • ••• • ,O�6.� P`�� • • MAX.SASH WIDTH LUC83 A, • �h��`+ .�.tw-`rC�r i •• 011At- TumeC 201 1'� i •••�� i•• •� 15:17-04:00 •.•�/11�2015 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 1 DESMPTM. GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS Y: GENERAL NOTES&ELEVATIONS--.i rDRAWN DA GLAZING DETAILS........... ..._.„.. _..2 TEF 110111/13 SECTION VIEWS&GLAZING DETAILS-3 MAX. UNIT SIZE DESIGN PRESSURE RATED IMPACT RATING - EXTRUSIONS&B.O.M......................,.....4 ANCHOR SCHEDULE&NOTES_.-...-......5 111"x 63" +/-60 PSF LARGE MISSILE IMPACT cws 669 s INSTALLATION DETAILS................-........6 --[--SHEET 1:20 1 OF 6 i a D ° � o i A O� OJ m ` i4f�I I s m •• ••• •• • • • •• !t -I � n = � • • � 3° .:t! *yam y • e L pC • _ - fho O O= y w '•exitna m• •-^j?,: UPDATED PER 2o14 Fec EMK 104109/15 ' T m m '1y,.p(•.� • • t?jC A CHMim EDGE DIST. ADE 02RW4 m °f-i w I" : �i �° •« i��o •.,9 RIPTION: IBY: DATE- +a ��t • •• •• REVISIONS fNTER10R nit VKMIDOW SYSTEM 19 or 4g 1 t 13 1900 SW44THAVE. OCALA,FLORIDA 34474 WW W.CWS.CC am PVC HORZ SODER IMPAC t t1 CC- 8 t SECTION VIEW D-D O 3 2 5 6 1 61- JAMB ROTARY LOCKS m JAMB ROTARY LOCKS: Ua - MAY BE SUBSTITUTED FOR JAMB rn 1 SECTION VIEW B B IMPACT LOCKS ON FLANGE UNITS. (� F D REQUIRED ON FIN UNITS. uj a y $ Q > ir • c � 31-37 • • � � • s • •�,.� •• f • • U a• 11 "` 0 •••••• • • CO .4 • • • 1 •••••• Alt,Kuitar • • I , HEAD IAMPACT HOOK(TYP.) ♦ E{I FV� ••• • MIDSPANOFSZE •••s•• •a��p�'�P ,•t' iy� s ((TENS 44&46) •••• �T.�;.•i4 "`''`777777 • No 58201 � INTERIOR •• •• w S� •• •f� • • • 76iF "�O R% • • 11j JANE IMPACT HOOKS(ITEM 42) i a•• • t�+N�eno 4104040 i 14 LOCOR�DATTARY�HIRDPOINTS •• • •ss xZ • • NOTES: EITHER IMPACT HOOKS OR ROTARY LOCKS LUCAS A.TURNER,P.E. 1 MUST BE USED M BOTH JAMBS OF FLANGE UNITS. FL PE#58201 9 ONLY ROTARY LOCKS MUST BE USED IN BOTH 1239 JABARA AVE. 7 4 JAMBS OF FIN UNITS. NORTH PORT,FL 34288 PH.941.980-1574 1 ' SECTION VIEWS t • __ __ D DATE: SECTION VIEW A-A HEAD IMPACT HOOK AND TEF 10/11/13 JAMB IMPACT HOOKIROTARY LOCK LOCATIONS . 1:20 CWS-869 B SECTION VIEW ALTERNATE FIN FRAME SHEET 1:2 3OF6 PARTS LIST --- 3 ire' --- CORNER CONSTRUCTION ITEM PART# DESCRIPTION VENDOR MATERIAL 31/e'------------� H-6049 Main Frame,SWHS,Flange,PVC Mikron PVC -31W-- 1 Q� 2 H-1681 Fixed Rail,Heavy Duty,Aluminum Keymark Alum t 2 1900 SW 44TH AVE. 3 5.6077 Cover,HD Fixed Rap,PVC Mlkmn PVC 1778 W W W CW OCC A 34474 5 P-46M #8 x 21/2^Ph Mod Thres Type A TE Ajax Steel 211116• 391161 1�1 toe° 8 P-3342 Seam Seater,SM-5504 Schnee Siliconeills" 7 S-1776 RotlerTrack Keymark AlumLps CORNER WELD 8 S-W13 Screen Adapter,Jamb,PVC Mikron PVC I- 1^ 118° (ALL SIDES) ESy M PVC HORZ SURER 9 5-6014 Screen Adapter,Head&Sip,PVC Mucron PVC PVC FRAME FLANGE-60,10 HD VITO FWL-1681 IMPACT 10 P-4479 Weep Cover W Flap M&M Nylm1 PVC FRAME F N•8048 i i 5-8064 Glazing Bead Mllow PVC a m a 12 H-WW Sash Meeting Rail,PVC Mlkmn PVC nw, t"--431161 15/1613/16•• I. -2&18°13 H X51 Sash Pup Rail PVC Mperon PVC1I14 H3062 Sash TopdBot.Rayl,PVC Mikron PVC 15 H 1497 ReiN bash Meet Flojl Keymerk Alum ) tne" tn6• L v1s• 2 W S 18 H-4498 Rextfaroemant,Sash,Side Rail Keymark Alum ca 17 H-1699 Reinforcement,Sash Pup Reil Keymark Alum Z ey PVC RASH MTG.RAI46050 PVC SASH SIDE RAIL4051 PVC SASH TOP/BTM RAIL 6052 PVC HD MTG RAtL COVER-8077 FIKED MEETING RAI. 18 P•3429 Wstp.,0.270 x.187 back FinSeai UAtralabo o 0 3/16` SCREWED TOGETHER WITH 19 P3783 Lack,krpect,PVC Interlock OUTERFRAME ; w w 20 P-4051 #8 x 1 1/4^Ph Fiat Tak,Wht. Fastens! Steel O is ffi ¢ 21 P-4069 Keeper,Impact,PVC kfedxk Sre" •• • 22 P-3539 #8 x 3/4°S PH Tak,Wilt. Fasten• Steel 6• _i 3��* • • •- 23 P-4958 Rotary Lock Interlock t 5118• 1` 1 24 P B-32 x 1/2°Barrel Fastener InteAac 718• • 25 P-49R Keeper,Rotary Look Interlock Vt6' _ ••:•• ro •• SASH MTM RAIL-1487 j •s • 26 P-4779 Roller,Tardmn M&M Ion PLANVIEW-1966 SASHREpNR•139••• i►��i+t►yjs • 27 P-W41 #8 x 1/2'Quad PH TEK 2 7Bx: Fasisnal Steal HEAD IMPACT HOOK-78� II y4• •••• r r• •• 28 GLASS SEE SHEET CARDWAL GLASS 4 3ry6• 3118`-� �r x,7118' t t/4R• ••s �. 4r�• Nbt�•% b • 29 Purlect One°H°or Sikaffex 552 Hsnkei/58ca Slpaone O L�iZ'-ls. 7 +: +: NA 58281 • 30 P-SM SeL Blk.,85 Dur.,1/8•x 7/8°x 2"Lg Frank Lowe Rubber �- 6,—_. I L—the w t•• •* •�•*_• 31 P3218 Semen Frame Allmstai RopFarm "1 3 BI1 t8 S.R,•1499 a• 77 ;alt •w t :• T- 44 ROLLER TRACK =�' STATS CIr <tf+ 32 P-4754 Screen Comer Key Allmetal Nylon — L 1116° 1/a• •••••• b10,•�s l 10�r�`�4t+� • 33 P 4755 Screen Conner Kay yldSeiety Tab Apmetal Nylon { • • 3 •�. ...• • •• PLAN YIEW-2000 PANEL IMPACT CATCH-2000 11 I-7IB" • f;1•C'*a 34 P3029 Screen Pup tab Summit 718• I •� • • ��+itep+»4+e • • 35 P30M Screen Spring Fla.Spring SS 0 3/1 8° + - 8116• • • *00 : • • 38 P3228 Screen Spline Daps O PVC GLAZEBEAD•6064 L I/Ir *00 112015 37 P-4772 Screen Cloth,Fiberglass GLAZE BEAD-1112 40 P3113 Screw Support,PVC Team Plastics Rubber y LUCAS A TURNER,P.E. 41 P-3752 Cap Plug,1/2°Hots M&M Nylon -~ �--_--� 15+16` t� y t�• I 3Wt 51 12MJAABARA AVE. 42 S-1577 Impact HN0 RTH PORT,FIL 34288 Hook,Frame,Jamb Keymark Alum ili6` PH.941380-1574 43 5-1112 Reinforcement,Head,Jamb Keymark Alum 7• -1116" PVC SCREEN CATCH-6013 1116° pE -- 44 S knpaot Channel,Sash Keymark Alum PLAN VIEW-1577 ALUM SASH IMPACT HOOK-1577 PVC ANTI-LIFT-6005 45 P3748 #6 X5/8 Ph FH TEK,Zinc,PNnted Ajax Steel 6716` I 1 1/8°"l BOM AND EXTRUSIONS 46 S•1999 Impact Hook,Frame,Head Keymark Alum 3/16"�i-- 3"—--i 1- 112° I 9 D wN eY: 47 H 6048 Main Frame,SWHS,Flr' PVC Mperon PVC I I Imo® T_ yn6, TEF 10/11/13 48 S305b Roller Track,PVC,(AntiM) Mikron PVC T 49 P•5250 Look,Im PVG,w/Flipper kferlock SCREW SUPPORT-3113 PVC SCREEN SUPPORT-8014 owos _ So P-47� #8 x 112'Ph Mod Truss TEK Fast�l Steel LINE ITEMS NOT t�ED: CW 5869 B scams - - -14,3849 NOTE:ALL EXTRUSIONS ARE ALUMINUM 8063-TS UNLESS OTHERWISE NOTED. 1 2 4 O 6 31(TYp.) +t 19W SW 44TH AYE. 6"MAX.(T'YP.)---may 3'(1YP-) j+ is 1wAX SEE NOTE 2 4" ':) 8"MAX.O.C.(IYP.) OCALWWW. WS.CcFLORID34474 V MAX.(TYP.) I I ! MAX.O.C. 4"MAX.(fYR.)� rT WWW.CWS.CC INSTALLATION ANCHOR ) J HORZ,SLIDER Max oc. IMPACT (TY'-) 17" MAX iTYPa O.C.X O X X O X he w QQ � cc f W Q,m I I ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(F1N1 • • 2 • • s • < • • • • c • 0000•• • � • • 000.00 tiwypr<ti�•• i 0000, •0.0No` TOS ilii""• 58201 p� • xs7a ee STATE OF NOTES: :••.•: 4y0%;•% 4L P✓�. � 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. 04• 2:SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS.MAX.ALLOWABLE SHIM STACK TO BE 114". USE SHIMS WHERE SPACE GREATER THAN 1/16'IS PRESENT.LOAD BEARING SH14S S BE • �$ipt°14�•••• CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. •• • ,y 0000 ,L- • • 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET S. _0--e M /2015 4,ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING.DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E. BE PROTECTED TO PREVENTREACTION. FL PE#58201 1239 JASARA AVE. S.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS.AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288 SPECIFIED IN TABLE 1,SHEET 6. PH.941-380-1574 Im D 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO.FOR CONCRETEICMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. ANCHOR SCHEDULE AND INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REOURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. D JgWWff-- DATE: TEF 10/11/13 S.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. t. - .- SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET S.CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. Cw"S9 B 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: S(- .1— FMA/AAMA 1 W(FIN WINDOWS),FMAIAAMA 2W(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 3W(EXTERIOR DOORS) 125 5 OF B Mw.EMBEDMENT aggi TYPICAL.HEAD ANCHORAGE SEE TABLE i SUBSTRATE OTHERS MIN.EDGE DIST. 1/4"MAX.SHIM—"! SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE SEE TABLE 1 ( _ SEE TABLE t BY OTHERS 1900 SW 44TH AVE ---- SEE TABLE t OCALA,FLORIDA 34474 SEE TACE I BY OTHERS ; 1/4'MAX.SHIM W W W.CWS.CC AM EMBEDMENT MIN.EDGE DIST. PERIMETER SEALANT SEE TABLE 1 SEE TABLE 1 I PyC IN INSTALLER INSTALLATION I ANCHOR HORZ SLIDER INSIDE AND OUT SEE TABLE 1 SEALANT BEHIND SEE TAEMBEDMENT1 1 PACT FLANGE BY INSTALLER 1/4'MAX.SHIM "air w v PERIMETER SEALANT F PERIMETER SEALANT BSI E&LER T O BYINSTALLEHAND • •••• INSIOE AND OUT INSTALLATION ANCHOR W } •INST .ATION ANG41aF� • • •• SEALANT BEHIND SEE TABLE 1 w m tE 1 RANGE 8Y MSTALLER SEALANT BEHIND 06000: • FIN BY INSTALLER Z • 0000 • • • [81 HORIZONTAL SECTION rC\ HORRONTAL SECTION O • • • 6 AL TYPICAL JAMB ANCHORAGE fi TYPICFIN ANCHORAGE ° i • • • • HEAD AND SILL SIMILAR FOR RN INSTALLATION Z W • _ ••••• •• • • • {fit O� 00:9• • •• •• W 11C MAX.SHIM I- 0 • T BEHIN •• • •• • N FLANGE BY IJST" .�£R • .. • � U C ••••• � PERIMETER SEALANT ••• m d 2 •8*11 YALLER 0000 • • MIN.EMBEDMENT •INSIDE AND OIJf • SEE TABLE t ,,t�4« N 1 s", • •••• • fI t DRESy �.3;r Pto 58244 ;9� SSEBYQ *' * •, SEEEE TBL TABLE t •0•0•• ............ -_p,Ipl,EDGE DIST. rA\ VERTICAL SECTIONSEE TABLE 1 L STATE C!F "1dd1 6 TYPICAL SILL ANCHORAGE ♦�y 2 R I ., 014 TABLE I:APPROVED INSTALLATION FASTENERS 4/11/2015 FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.ElIMMMENT MIN.EDGE DIST. LUCAS A.TURNER,P.E. FLANGE CONCRETE(2-0 KSI MIN.) 3/16°TIW TAPCON1-112" f-118° FL PE#58201 1239 JABARA AVE. FLMIiE HOLLOW OR GROUT--FAZED CMU(117 PCF MIN.) 3/16"ITW TAPCON t" 2' BY INSTSEAIANT NORTH PORT,FL 34288 POWCONCRETE(2.85 KSI MIN.) 3116'ELCO ULTRACON 1" 1" INSIDE AND OUT FLANGE GTOUT-FI.LED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-114° 2-112" LrD1 HORIZONTAL SECTION PH.2-112* `8 BOX FRAME INSTALLATION FiEET Pi - FLANGE 2X MIN.SOUTHERN PINE(Gm0.55) 3116'ITW TAPOON 1.3/8' 7/8" HEAD ANO SILL SIMILAR FOR BOX INSTALLATION OR ELCO ULTRACON INSTALLATION DETAILS FLANGE 2X MRV.SOUTHERN PIS(6=0.55) #10 WOOD SCREW 9+318" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE FLANGE 16 GAUGE(0.060')MIN.STEEL STUD #10-16 HI.TI KWW+LEXOR LTW FULLTHREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: o sr: DATE: (33 KSI YIELD MIN) TEKS SELF-ORILLING SCREW THRU 0.06(r 7/16" TEF 10/11/13 1/S'ALUM.(6063-75 MW.)OR #10 GRADE 5 SELF-TAPPLf�/ FULL THREAD MIN.IW FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED o . FLANGE 7116' INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. 118"STEEL(33 KSI MIN) DRI_L.IJG SCREW THRU 0.125' PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS CWS-869 B FIN 2X MIN.SOUTHERN PINE(0=0.55) �WOOD SCREW 1-112' 1/2" SHOWN FOR FLANGE WINDOWS. SHEET ____� 1:2 6 OF 6 Florida Building Code Online Page 1 of 2 Fbrlda DEDartrpjjt4 BCIS Home 1 Login User Registration Hot Topics i Submit Surcharge i Stats&Fads ; Publications j FBC Staff BM Site Map ` links Search BusinesN, Product Approval ProfessI i`�) USER:Public User Regulation ® Product Approval Menu>Product or Application Search> Application Detail FL* FL6890-R5 Application Type Revision Code Version 2014 Application Status Approved Comments Archived ❑ Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekoss@cws.cc Authorized Signature Koss Erin ekoss0cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ekoss@cws.cc Quality Assurance Representative ]ay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Category Windows Subcategory Casement Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ® Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lucas A.Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Ke stop flcatlons,Inc. Quality Assurance Contract Expiration Date 7/21 ' Validated By Steven M.Urich,PE ® Validation Checklist-Hardcopy Received Certificate of Independence••• •• ••• E:6&0.V COI EvalRep CWS-161C(CA-8400.IMP).Ddf • •• • • • • ••• • Referenced Standard and Yedr.($f J49daTQO* ••• • • • Year AAMA/WDMA/CSA 101/I.S.2/A440-05 2005 ASTM E1300-04 2004 ••• •:• 0*: •• AST§E18$O-45 2005 • • • • • ASTIt:90-Q5 2005 ••• i• 000 ••• PA/TAS:!02/`�ti2/203 1994 Equivalence of Product Standards Certified By ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu4Bg7NfwG9n... 3/15/2016 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/20/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/23/2015 Date Approved 06/23/2015 Summary of Products FL# Model,Number or Name Description 6890.1 8400 Vinyl Casement 8400 Vinyl Fig/Fin Casement. Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL6890 R5 II CWS-161C(CA-8400.IMP).r)d Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+67.5/-67.5 Evaluation Reports Other:8400 Vinyl Casement,Large Missile,DP=+/-67.5 FI-6890 R5 AE DuPont PVB NOA 13-0129 27.rdF psf,Max.size 37"x 72".Outer lite in I.G.to be fully FL6890 R5 AE EvalReo CWS-161C(CA-8400.IMP),oddf tempered when used 30 ft.above grade In HVHZ.Glass FI-6890 R5 AE Quanex(Mikron)NOA 12-1017 02.odf complies with ASTM E1300-04. I Created by Independent Third Party:Yes ® Next Contact Us::1940 North Monroe Street.Tallahassee Fl.32399 Phone:850-487-1824 The State of Florida Is an ANEW employer.Corrydaht 2007-2013 State of Florida.::privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395."Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address H they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please dick I>ffL. Product Approval Accepts: EM is OR Im aExalrit sts:"rxx:s' •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• ••• ••• • • • • • • • ••• • • •• • • • • • • • • • • •• • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • http://www.floridabuilding.org/pr/pr_app _4tl.aspx?paratn=wGEVXQwtDqu4Bg7NfWG9n... 3/15/2016 MIAMI MIAM-DADE COUNTY - PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)3I5-2599 NOTICE OF ACCEPTANCE (NOA) ww -miamidadeamy/economy E.I.DuPont De Nemours&Co.,Inc. DuPont P&IP Chestnut Run Plaza,712/161,P.O.Box 8071.2 Wilmington,DE 19880 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials, The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami Dade County and other areas cohere allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:DuPont Butacite®PVB Interlayer APPROVAL DOCUMENT:Drawing No. 13-0129.27,titled"DuPont Butacite®PVB Interlayer",Sheet 1 and 2 of 2,dated 01/15/2013,prepared by E. 1.DuPont De Nemours&Co.,Inc,signed and sealed by Allan A.Kozich,P.E.,bearing the Miami-Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:None LABELING:Laminated lites under this Product Approval shall be permanently marked in a corner of the glass with:"MDCA-Butacite®PVB",standing for"Miami-Dade County Approved—Butacite®PVB",and the laminator's identification mark. These marks shall be applied by the individual laminator producing the finished laminated glass product containing the Butacite®PVB interlayer. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. -' 60: - ' • INSPECTION:A copy of this entltg Ni0i$:au 40e;ro'Vlied fob the user by the manufacturer or its distributors and shall be available for inspection at tfid jolfgo aft$e request ofVe Building Official. This NOA revises NOA#11-1118.03 and consists of this page land evidence page E-1,as well as approval document mentioned above. .-, -;- --; --; i •-- The submitted documentation%hits rdview a by�arl414.ft era,P.E. NOA No.13-0129.27 iMttlMtP t3 caut� r ` , Expiration Date:December 11,2016 �Ffllasiqammmw ••• • . f ,••• • Approval Date:April 11,2013 • ' • Page 1 .. .- E.I.DuPont De Nemours&Co.,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.13-0129.27,titled"DuPont Butacite@ PVB Interlayer", Sheet 1 and 2 of 2,dated 01/15/2013,prepared by E.I. DuPont De Nemours&Co.,Inc,signed and sealed by Allan A.Kozich,P.E. B. TESTS "Submitted under NOA #11.0624.41" Test report Standard Date Signature 1. A2280.01-10-18 ASTM D1929 03/29/11 Joseph A. Reed,P.E. 2. A2280.01-10-18 ASTM D 635 03/29/11 Joseph A.Reed,P.E. 3. A2280.01-10-18 ASTM D 2843 03/29/11 Joseph A.Reed,P.E. 4. A2280.01-10-18 ASTM G 155 03/29/11 Joseph A.Reed,P.E. 5. A2280.01-10-18 ASTM G 158 03/29/11 Joseph A. Reed,P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS "Submitted under NOA #11.1118.03" 1. Statement letter of code conformance to 2010 FBC issued by Allan A. Kozich & Associates,dated 03/01/2012,signed and sealed by Allan A.Kozich,P.E. "Submitted under NOA #11-0624.01" 2. Statement letter of coc4 , p,ponformance to 2007 FBC and no financial interest issued by Allan A. Kozich Associates, dated 08/09/2011, signed and sealed by Allan A. Kozich,P.E. ..:: . . . . .. . .. . . . . V: . 0 P-0 13 . ... ... ... . . a . . • Carlos M.Utrera,P.E. . . . . . ... . . •• Product Control Examiner •• NOA No.13-0129.27 Expiration Date:December 11,2016 •�, . . . ... . . Approval Date:April 11,2013 . . . . V: . . . . . .. .. . . . .. .. ... . . . ... . . DUPONT BUTACITE8 PVB INTERLAYER PROQI„ICT DESCRIPTION MANUFACTURED BY: E.I. DUPONT DE NEMOURS&CO.,INC. A PLASTIC INTERLAYER MATERIAL FOR LAMINATION WITH GLASS ON BOTH SIDES. A TYPICAL GLAZING IS-MADE OF THE FOLLOWING COMPONENTS: r ' A 8 C A Vr 3.0 mm Annealed Glass SECTION B - 0.030" 0.78 mm DuPont ButaciteO PVB Inteda r 0 - 118'° 3.0 mm Annealed Glass MATERIAL CHARACTERISTICS Butacite@ PVB Interlayer (Clear) Dersi nation Test Properties ButaciteO PVB Interia er Clear Self i nitron Temperature ASTM D1929 788 F 420'0 Flash nitton Temperature ASTM D1929 788•F 420 °C &V Smoke Density Rating ASTM D2843 7.2 Burning Rate ASTM D635 0 mm/rnin. Xenon Weathering(4500 hrs) ASTM C168-02 •Weathering Flexural Strength Method A ASTM C158-02 Method A Before After 2940pal 3189 nal *WEATHEMG PER SECT10N 2612 OF THE FLORIDA BUILDING CODS THIS 18 A COMPONENT APPROVAL AND DOES NOT INCLUDE AN EVALUATION OF STRUCTURAL PERFORMANOE OF THIS COMPONENT. SYSTEMS INCORPORATING THIS COMPONENT SHALL APPLY FOR A PRODUCT APPROVAL TO THIS OFFICE AND SHALL SUBMIT TEST REPORTS AND OTHER REQUIRED DOCUMENTS SHOWING THAT THE SYSTEM USING THIS COMPONENT WILL RESIST THE LOAD$ACCORDING TO CHAPTER 16 OF THE FLORIDA BUILDING CODE. PVB In, t8rISy6r:.: . admws CO&- E I:-duPont de Nernours&Co., Inc. . 01111111PI �+d G. o-x ,p•. •� �►,.A•*K4r/i•�i Chestnut Run Plaza Bldg 7121161 : •� �•,��OBNa�•.,C' , • • - - •.- P.O.Box 80712 �: Ito 18884 •� e• Wilmington DE 198800712 s Phone: 302-999-2125 Rev.VIt Sheet 1of2 %,- I%• BSATt>: OP ry _•• • • • Drawing Date: 01115/13 ,�- ,�,•.,ai) 9t�•`�� ••a �3 j2c 3 ••• Allan A. Kozich, PE '•�,�� oft ••••0 66:•••��•,• CA No. 1765 Registration# 15864 ��i ,aNA`t�1��, •�• i i i i i .••• . . . . . . . . . . •• •• 0 0 0 •• •• r DUPONT BUTAC1TEc. PVB #NTERLAYER Material Characteristics ButaclteO PVB Interlayer (Colors) Designation Test Proper t§es Self I ninon Temperature 1J ASTM D1929 788 F(420 r) Self( nition Temperature[2 ASTM D1929 788`F 420'C) Self Ignition Temperature[31 ASTM D1929 788 IF 420`C) Self Ignition Temperature 41ASTM 01929 1887(420 r_) Self 1 ninon Temperature ASTM D1929 7887(4201~ Flash Ignition Temperature(11 ASTM.DIM 788`F(42010 Flash Ignition Temperature[21 ASTM 01929 770 F 410 t) Flash f nition Temperature[31 ASTM 01929 770 F 410'G) Flash IgniBon Temperature[4] ASTM D1929 788`F(420`C) Flash I ninon Temperature Lq ASTM D1929 788`F 4200 Avg Smoke Density.•Rating [1] ASTM D2843 7.2 . Aq Smoke 9 nsK4 Reding 121 ASTM D2843 9.1 -Avg Smoke beni§Rating[3 ASTM D2843 10.2 Avg Smoke Dansity Rafing 141 ASTM D2843 10.1 Avg Smoke Density Rating[5] ASTM D2843 8.1 Burning Rate[11 ASTM D635 0 mm/min. Burning Rdte(21 ASTM D635 0 mmlmin. -Burning Rate 3 ASTM D636 0 mm/min. ik!ming Rate[4] ASTM D635 0 mmfndn. Burning Rate 15 ASTM D635 j 0 mmWm§n. 0 aomadiptywl ew Florida [1]Clear Butac§te®PVB interlayer »cc&&o [2]Charcoal Grey ButadteO PVB Interlayer 131 Blue-Green Butadte@ PVB Interlayer [4]Azure Blue Butacite®PVB Interlayer l [5]Solar Bronze Butadte®PVB Interlayer 71413 IS A COMPONENT APPROVAL AND DOES NOT INCLUDE AN EVALUATION OF STRUCTURAL PERFORMANCE OF THIS COMPONENT. SYSTEMS INCORPORATING THIS COMPONENT SHALL APPLY FOR A PRODUCT APPROVAL TO THIS OFFICE AND SHALL SUBMIT TEST REPORTS AND OTHER REQUIRED DOCUMENTS SHOWING THAT THE SYSTEM USING THIS COMPONENT WILL RESIST THE LOADS ACCORDING TO CHAPTER 16 OF THIi FLORIDA BUILDING CODE. i. yf,-`. - - ., •.�` `DuPont Butaclte®PVB lnterlayer. . •�� t��+�t}'f�t�iE.I.duPont-de Nemours &-Co. Inc. DuPont P&IPGLS `�� •.`,`t�+�N �•' , w • . •�. . • . . Chestnut RunPlazaBldg 7121161 114a td 's • A .. ... .. . . .. P. 0.Box 80712 .• �- • Wilmington DE 19880-0712 ••• ••.` ••• Phone: 302-999-2125 1.10-16Qf ':� ''/ W• ft'fe#f[3-012q.??Sheet 2of 2 Aa•, .i 17•ravAng Oate: 011151'13 , . + �� 0d,f a j� Allan A. KoAch, PE gttlH �. . ... . Registration #16865 4 . . . . ... . . . URNER 1239 Jabara Ave. North Port,FL 34288 ENGINEERING & Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 161C April 18,2015 Product Description: Series 8400 PVC Casement Window,Large Missile Impact,DP67.5,37"x 72" unit size with HS laminated glass,or 37"x 63"unit size with annealed laminated glass Manufacturer: Custom Window Systems,Inc. 1900 SW 44"'Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 5`" Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-161C,signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210-3673-1,-IA,-2,-2A,and NCTL-210-3674-1,-IA,-2,-2A,from National Certified Testing Laboratories,Orlando,FL signed and sealed by Gerard J.Ferrara,P.E. a. Testing Performed: TAS 201/202/203 1994,AAMA/WDMA/CSA 101/I.S.2/A440- 2005,and ASTM E 1886/1996 2002/2005 4) Supplemental Calculations to support CWS-161C,signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-161C. Limitations of Use: This product: • May be used in X config. in unit sizes up to 36"x 72"with 1/8"(HS or Temp.)outboard,-air- 1/8HS-090PVB-1/8HS laminated inboard glass,or in unit sizes up to 36"x 63"with 1/8"(Ann. or Temp.)outboard,-air- 1/8Ann-090PVB-1/8Ann laminated inboard glass • Requires outer lite in I.G.to be fully tempered when used in HVHZ above 30 ft of grade • Requires max.glass daylight sizes as shown in CWS-161 C • Achieves design pressures of+/-67.5 psf • Is large missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires Dupont PVB interlayer per Miami-Dade N.O.A.#I 3-0129.27t • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade NOA 12-1017.02t t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5t'Ed. (2014)Florida Building Code for use in this product. Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in Custom Window Systems orlaany sompa ny�n taWacturing or distributing products for which this report is being issued. I do no;Dave]*or6d;l;ir4egdjo*,cquire,nor will I acquire,a financial interest in any other entity involved in the UVtin 4r'dp;rM liAers of this product. • ••• ••• ••• �"' s•e••�•a• l tF,, • • • • • !y •• s 4/18/2015 w Lucas A. Turner,P.E. �•� *, SIATE OF FL PE#58201 ivin •,• • • • •r9►fy' E�41r 2016-04-20 TurnerLucas A. 59-04:00 Oki /0Al�l4w� m s M®U MIAMI-DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Quanex Building Products,Inc. 1034 Sixth Avenue North Kent,WA 98032 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:The approved White Rigid PVC Exterior Extrusions for Windows and Doors are to be produced by Extruders Licensees in"HAMA Certification Programs for rigid PVC Extrusions".The extrusions shall meet ASTM D 4726,classification(ASTM D 4216) 1-10154-33-0000, 1-20131-13-0000 or 1-40131-13 and the following properties. Description Test Properties Rate of Burning ASTM D-635 Class C1 Self Ignition temperature ASTM D-1929 925°F>650 Average Smoke Density Rating ASTM D-2843 43%<75 Flame Spread Index ASTM E-84 26.2<75 Tensile Strength(Difference: *Exposed&Unexposed) ASTM D-638 4.98%< 10 *Exposed per Section 2605.2 of The Florida Building Code. MISSILE IMPACT RATING:None This NOA revises NOA#11-08J0"8Jd:op A of 1 and 2,as well as evidence page E-1. . .. . .. .. .. .... • . . . The submitted documentation was Yeviv;ea I!y C1 krl6*s iVL•[7trera,P.E. . ... ... ... . . 1� NOA No: 12-1017.02 ou •• *0f, Expiration Date:December 26,2016 ••• • . . : • ':' : : Approval Date:February 7,2013 :.'A : 60`00 Page 1 M AMIAMI-DADE COUNTY • 10% PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Quanex Building Products,Inc. 1034 Sixth Avenue North Kent,WA 98032 LEWrATION:This approval does not include an evaluation of structural performance of this component. Test reports and other required documents shall be submitted to Dade County Product Control; showing that the systems using this PVC Extrusion will resist the loads according to Chapter 16 of the F.B.C.,in.order to issue a specific product approval for the system. LABELING:Each carton containing certified extrusions shall be labeled with the AAMA PVC Extrusion Certification Label with the extruder name,city,state and"MDCA".In addition,(a)each Certified Extrusion shall be labeled every 4 ft or less on the underside with the Extruder Code and"MDCA"or(b) each finished product assembly shall be labeled with a permanent label and/or stamp with the Extruder Code and"MDCA". RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination'and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be av9jtdbl8*r jn$pcftofl al th6job site at the request of the Building Official. . .. . . . . ... . .. ... .. . . . .. . ... ... ... . . . . . . . .... . . . •• . . . . . . . NOA No: 12-1017.02 G7L • • Expiration Date:December 26,2016 APPROVED • • • Approval Date:February 7,2013 • • • • " ' Paget . .. .. . . . .. .. ... . . . ... . . Ouanex Building Products,Inc. NOTICE OF ACCEPTANCE: EVIDENCE PAGE A. DRAWINGS 1. None. B. TESTS "Submitted under AAMA Master File#98-0036" 1. Test report on Rate of Burning,Ignition Temperature,Density of Smoke, Surface Burning Characteristics, Accelerated Weathering and Tensile Properties Test of"PVC Extrusions from 5 different manufacturer"selected by AAMA",prepared by ETC Laboratories,report#ETC 97-264-40910,dated 04/21/1998, signed and sealed by J. L.Doldan, P.E. C. CALCULATION 1. None D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATION "Submitted under AAMA Master File#124037" 1. Procedural Guide for the AAMA Fenestration Exterior Thermoplastic Profile Certification Program(AAMA 109-11). 2. Voluntary Specification for Rigid Polyvinyl Chloride(PVC)Exterior Profiles (AAMA 303-08). 3. Current list of AAMA Fenestration Exterior PVC Profile Certified Licensees. F. STATEMENTS "Submitted under AAMA Master File#12-1037" 1. Statement letter of code conformance to 2010 FBC issued by Turner Engineering& Consulting, Inc.,dated 04/25/2012, signed and signed by Lucas A. Turner,P.E. 2. Standards' equivalency report issued by Turner Engineering&Consulting,Inc.,dated 04/25/2012, signed and signed by Lucas A. Turner,P.E. 3. No financial interest issued by Turner Engineering&Consulting, Inc.,dated 04/25/2012,signed and signed by Lucas A. Turner,P.E. G. OTHERS 1. Letter stating that Mikron Industries, Inc. is a wholly owned subsidiary of Quanex Building Products,Inc.,dated 10/10/2012 and signed by David C. Gadd. "Submitted under NOA #06-1220.01" 2. Member aclq pwljdgemer;t lgttfr i§%ued by Mikron Industries,Inc. - Spectus Systems, on 08!03/2001 and stgoell byMbutlas W. Allen. 3. Component�-elr*eMttel-*tsj4d�jy American Architectural Manufactuprs Association on 09/07/2001 and signed by Dean Lewis. •.; .• ;'; ; Car os M.Utrera,P.E. . •• . • . • . . . .. . Product Control Examiner NOA No 12-1017.02 Expiration Date:December 26,2016 • • Approval Date:February 7,2013 . ... ... . . •• .. ..• . .. . ... . . CASEMENT - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC).CURRENT 1900 SW 44TH AVE 38 t�q. ITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ) OCALA,FLORIDA 34474 —MAX OVERALL 381'4" D IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS WWW.CWS.CC FLANGE WIDTH 1 MAX.OVERALL FLANGE WIDTH IClFINED IN ASTM E 1996 PE TH F Imo—UNIT WIDTH j UNIT WIDTH -{ 2.GLAZING OPTIONS:(SEE SHEET 2) 8400 PVC I} MAX.SASH WIDTH MAX.SASH WIDTH ! 3.CONFIGURATIONS: ALL WINDOWS ARE OPEN TO OUTSIDE LEFT OR CASEMENT (; RIGHT. IMPACT I 4.DESIGN PRESSURES: -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND '"8 i I I I GLASS TABLES ASTM E-1300-04. 1° iq ^ w -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER o o 0 INFILTRATION TEST PRESSURE,AND GLASS TABLES ASTM E-1300-04. 73 1f4" I I � _ ` LL w w .. 0 ERALL. I / I I I I 5.ANCHORAGE:THE 33 113%STRESS INCREASE HAS NOT BEEN USED IN Fw Q m FLANGE THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR INSTALLATION W HEIGHT I ' I sP4AX4^ I �� i I DETAIL.WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD z OVERALL g l I ( $ ANCHOR CALCULATIONS. o FLANGE — HEIGHT I I 6.PRODUCTS APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE N z w I I I NOT REQUIRED. a s I I 00x °- 72" I �/ I 2, 63^ I V I I 7.ALL FRAMES AND VENTS FULLY WELDED. �' E MAX. /� /� I a a m U I I GLASS UNIT I , I DLO S 8.SERIES/MODEL DESIGNATION CA-8400. • • • > ? w HEIGHT I ` I HEIGHT I I • • . ! I I / 9.THE DESIGNATION X STANDS FOR THE FOLLOWING:• • • v m o B- I I X-OPERABLE SASH •• • • �- z ,,+ tout s1^ I , I I •••••• • •• tt •• t I s MAX. I I j 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR Opo j IMAX. I I 6 H ASHHEIGHT j / I LOCATION. •••••• �r ,�� g�i��1 HEIGSASHT I I • +J; •••••• • c* • No 5000 s I I •••• • p�� *••:••:*� Lutsil �! Umer: s � STATE 4F••}�: I I2096441-18 • ,� •• �$ ------- , i — -------- A • i • •L 22iQ"4;00 *;,49/Q Pt►tl�i• A 30112 • •••• 6 GLASS DLO • • • �� • 301/2" RIGHT HINGED-SHOWN • 4/18/1 GLASS DLO •••• i •• �1�5�••i LEFT HINGED-SHOWN LEFTHINGED-OPPOSITE • •LUCAS A.TURNER,P.E. RIGHT HINGED-OPPOSITE FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND TABLE OF CONTENTS LOCATION MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING ELEVATIONS GENERAL NOTES&ELEVATIONS.......1 -_ n n DRAWN BY: DATE: GLAZING DETAILS.................................2 37 X 63 ADE 05/05/07 SECTION VIEWS....................................3 +/-67.5 PSF LARGE MISSILE IMPACT DwGx: EV.: EXTRUSIONS&B.O.M...........................4 NON-WHZ +_ CWS-161 C ANCHOR SCHEDULE&NOTES............5 37"X 72" B L__._--- INSTALLATION DETAILS.......................6 +/-67.5 PSF SHEET 1:15 1 OF 6 A > A m rn > O D Z C Z b Z y< Oi Z Z � Y Q oA m o m $ z m m m o p rn w $i 0 G7 3 W W .Cl)--�� — ._._....___..... .__. ._ X X N W Oa n v _ p n� O N m 0 z < mZ o O � G7 m 47 O m mm w Z m V V o 0 8 V7 L1 m m K v m a m 0 •• ••• • • • • • •• •• ••• •• • • • •• 'O m 49 0 • • • o -0464 O Ci • ••p� .h••tr•. P'43 Z w 0' z p A�D�> snot m o �O' c• • • •( •�fji�}�. C UPDATED PER 2014 FBC TEF 03!18!15 D ro= m D cn r D o 0 i �' i•i-��i.� d B UPDATED PER 2010 FBC ADE 12/05/11 m ' Om m n w r �o a m�' • �.,�q`�•t • • •�`�`� • FBC UPDATE ADE 03/17/08 a rn 1 in •i• i��ijFR9i� �,i NO.R�_DESCRIPTREVISIONS BY: DATE: A m m m� V O m A Off tll z �7 Z W 0 m _ !'rA Z N � � N D r -i Z D m m z m x m &> v m A W m J U) m 0 z 1 1 O m Z < O m A w m A -S 0 •• •e• • • • • • •• W r) 0.0 • •e• ••• ••• • • n 9b m • • �Mpit • • • p L� m Z • • d 7b *' • • • C7 g N m mj m m 2-4 W-n • 4��(Q�: • '••r'U��i •_�._..._.— .___ p CA rn y AteCA `'-D •w�fh�i (�9�� gt m a co- M I m �0 e e*•�� C UPDATED PER 2014 FBC TEF 03/18/15 D�y'Q g W fA m rfl T D ro Z •`` SO•Q• • b• ('�m,�+ m O= o �,r D o MZ �• �,qe n••• >4: B UPDATED PER 2010 FBC ADE 12/05/11 -1 v -D m n A a m f v • ♦0�,,�l. • • f•I(�`e • FBC UPDATE ADE 03/17/08 +' °�m�I !n •i• •fi�i'1 �l � �� • NO..DESCRIPTION: BY: DATE: ��+a�ta/s*«*` REVISIONS PARTS LIST 3 Vs"--j FRAME AND ITEM PART# DESCRIPTION VENDOR MATERIAL I 2 SASH CORNER A D P I CONSTRUCTION X30 PC 2NOROWY 2 -60308 E.,MAN,SILL 1900 SW 44TH AVE.3 -6030 FR., S MAN,JB.,RIGHT ON � C 7W OCALA. A34 474 4 SE., AN,JB., M K N 3 WWWCWS.CC 6 PVC 3212735 H-603 FR.,CASE., /F MIKRO 6 H-6008 SASH,CASE.,TOP RAIL MI ON PVC 7 76008 SASH,CASE., OT.RAIL IRO V I 1116• 84W PVC 8 H-6008ASH,CAS DE RAIL,HINGE M KRON PVCo PVC GLAZING BEAD CORNER WELD CASEMENT 9 -6008 A E RAIL,LOCK MI ON P C S-6064 (ALL SIDES) IMPAC'' 10 H-1592 SCREEN RAIL,SIDE/BTM KEYMARK ALUM 1:8 11 H-1593 CR P/SID KEYMAR L M PVC FLANGE FRAME 12 GLASS SEESHEET 2 H-60308 i Ig 13 -3028 SET.BLK.,85 DUR.,1/8°X718"X2"LG. FRANK LOWE RUBBER14 3029 EEN UFT-OUT S IT 211!32" 0 0 21/32" 7/16' 15 P-3113 SCR SUPPORTR PVC TEAM PLAS CS UBBER � a w w 16 P 3195 SCREEN SPRING,NO HO TENSION e1116- 24 6 as � F ¢ m17 P-3197 SCREEN CORNER KEY M&M NYLON vt6" v16" N18 P-3217 W TP.,WH EA FRAME AME BURY RUBBE 21/4" ` m Z 19 P-3228 SCREE SP NE,.155 D B DAPA COIL,.062 X.656 COIL .05 X.437 cn20 3281 SPACER,D S A S E SHEETS RA A TRUS ALL P-4491 P 4050 R R z21 P-3342 EAM SEALER,SM 5504 SCHNEE SILICONE f ' w w W22 P-3429 WSTP.,.270 X.187 BA ,UL ,BLACK,S SH UL B PVC SASH oo23 URFECTGLAZE"H",S KAFLEX552 HENK L,-S H-6008 ¢-3539 #8 X 3/4"QUAD PH TEK,ZINC,SCREW ••� a a m w 25 -3581 S REEN CL TH,18 X 16 F E G SS H R 17/32" 17732" • • • • 26 P-3587 #8 1"PH FH TEK 2,SS,SCREW FASTENAL SS • • • 27 P-3613 CWS LBL.(LOGO) 10 ti•• • •• .� m•�z 28 P-3685 CS 8400 GOLD CERT.LABEL,NFRC TAB t 6132" 19/32^ .•••• • •• �>��Nt)RE +i• 29 -3752 CAP PL 1/2"HOLE M& LON v1 s° 1�•••i•• t�� V+♦ 30 -3881 TEMPORARY LBL.(NFRC/DP) .` . 31 P-3940 5N BBER, S,PVC SCREEN RAIL SIDE/BTM SCREEN RAIL TOP1S ••• rr .• No 5201 .;P 32 4003 BAR GUIDE,ROTO.HOW E. ROT SS H-1592 H-1593 •••• • W#: •••••� 33 P-4004 #8-32 X 1/2"PH PH,MS,SS(ROTO HD E.LOCK) FASTENAL SS •••••• • .03 *••i•e 34 P 4005 SUPPORT P ,LOCK,SS,ROT OW . (Use w/P 4006) ROTO SS •••••• �i3�y:• STAT t��F• kr+ 35 P-4006 LOCK,MULTI-POINT,ROTO HDWE.,WHITE RO $ -31/6° 4}?:� ."` 36 P-4007 ROTO.OPERATORS(FOR LEFT/R T OPEN C SENTENT) ROTO SS I I 006 • LO%SSjO �t�,#`�� 37 P-4009 K.&SLIDER AS M.,ROTO OPER.,ROTO HDWE.,(13") ROTO SS 6 1!116" ^ • •• •++++°, •• 38 -4010 STUD BRKT.,ROTO OPER.,LH.,ROTO HDWE. ROTO SS 39 P-4012 SHIM,ROTO OPERATOR,ROTO HDWE.(4.8mm) ROTO NYLON SASH REINF. • ••• • x -0...• 40 -4014 HANDLE,STD,ROTO OPER,ROTO HDWE.(WHITE) TO NC S-1505 •• • • ••• 4/18/2015 • 41 -4018 HINGES(LEFT/RIGHT FOR LEFT OR RIGHT OPEN CASEMENT) ROTO SS 0 01-UGAS A.TURNER,P.E. 42 -4020 SUPPORT WASHER,ROTO OPER,ROTO HDWE.(SS) ROTO SS 41 FL PE#58201 43 P-4021 #8-32 x 3/4"Quad FH W/1/16"Lead,MS,SS,ROTO OP.,ROT FASTENAL SS vts" 1239 JABARA AVE. p NORTH PORT,FL 34288 44 P-4024 GASKET,ROTO OP ROTO HDWE.,1/16- HOP 1rr----i PH.941-380-1574 45 P-4031-PAW TIE-BARS,ROTO HDWE.1-5 L CKPOI ,SS( Y OA HGT.) ROTO SS 7132" 3" I I SHEET DFSCAIPTION: 46 -4050 RE F.COIL-ALUMINUM,5052-H32(.050 .437),HD PRECISION STEEL. ALU — '1 47 P-4043 STRIKE, UL POI M&M NYLON 1' �� 15 BOM AND EXTRUSIONS 48 P-4146 #8 x 3/4"PH FLAT TEK,SS FASTENAL SS SCREW SUPPORT 49 P-4491 REINF.COIL-ALUMINUM,5052-1-132(.062 X.656),HD PRECISION STEEL ALUM PVC FIN FRAME P-3113 DRAWN BY: DATE 50 P-4641 #8 x 8"PH FLAT TEK,#7 HEAD,SS FASTENAL SS H-6030A ADE 05/05/07 51 S-1505 REINF.CASE.SASH KEYMARK ALUM DWG&: REV.: 52 S-6064 GLZ BD.,7/8" MIKRON PVC CWS-161 C SCALE: SHEET NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 2:1 4 OF 6 8"MAX.O.C.(TYP.) 12112"MAX.O.C.(TYP.) SEE NOTE 2 4"MAX.(TYP.) SEE NOTE 2 6"MAX.(TYP.) 4"MAX.(TYP.) 8"MAX.O.C.(TYP.)•-- -- 1900 SW 44TH AVE. 6"MAX(TYP.) 12112"MAX.O.C.(TYP.) _ _ 4"MAX.(TYP.) r SEE NOTE 2 O W W,FLORIDA 34474 6"MAX.GYP.)� SEE NOTE 2 4"MAX.(TVP.) 6"MAX.(TYP.) MAX.o.c. / CASEMENT '°AX.0 C. / MAX � IMPACT MAX. MO.C. / (TYP-) o 143/4" i �/ ' a`o 5 h �it J X MAX.O.C. /� c a c 0I (TYP.) X X i — il INSTALLATION ` FLLw- p Q ANCHOR(TYP.) Q INSTALLATION 1n ANCHOR(TYP.) \ LL O INSTALLATION a o (A ANCHORCHOR(TYP.YP.) S NPv Z > ¢ ¢ O cr ad a a < a Lw a 6"THRU FRAME ANCHOR • < a = to HINGE SIDE JAMB(TYP.) W THRU FRAME ANCHOR • • > > p ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FLANGE) HINGE SIDE JAMB(TYP.4 • FOR UNITS UP TO 37"x 72^ FOR UNITS UP TO 37 x63^ ANCHOR LAYOUT-(FIN) ANCHOR LAYOU%Al s • • O m Z FOR UNITS UP TO 37"x 72" FOR UNITS UP TO 37"x 63" ��}y s•+••• • •• tttttttO�W��i• 0000 • :J, �v FRANA, • • • #..•• N. 5209 %M6 0000 s „�. 0000• ,*� NOTES: •s:••: : 3.06 i•i••.9c •• •s • 4'A'%s STATE.OF•a 4u 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. .p� 00.00'•-" 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS.MAX.ALLOWABLE SHIM STACK TO BE 1/4% USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT._LOAD BEARINC4HIM9 SS*�WLL BE • •R��yp woo • CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. • •�.• 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. •••••• Do** 4!1812015 • 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST • •LUCAS A.TURNER,P.E. BE PROTECTED TO PREVENT REACTION. FL PE#58201 S.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS.AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM 1239 JABARA AVE. SPECIFIED IN TABLE 1,SHEET 6. NORTH PORT, 34288 PH.941-380-1-1 574 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETEICMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS.IF USED,INTO SUBSTRATE. SHEET DE66R PTION: INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. ANCHOR SCHEDULE& INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN BY: DATE: 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. ADE 05/05/07 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG 4: REV.: 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-161 C FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAIWDMA 250(BOX WINDOWS),FMAIAAMA/WDMA300(EXTERIOR DOORS) S0 : SHEET 1:20 5 OF 6 MIN.EMBEDMENT SEE TABLE 1 -SUBSTRATE TYPICAL HEAD ANCHORAGE I BY OTHERS awlNomm-mmo 1/4"MAX.SHIM- SEE TABLE 1 MIN,EDGE DIST. �—SUBSTRATE INTERIOR 1900 SW 44TH AVE. SEE TABLE 1 I BY OTHERS OCA MIN.EDGE DIST. { SEE TABLE 1LA•FLORIDA 34474 SEE TABLE 1 1/4"MAX.SHIM I + W W W.CWS.CC SUBSTRATE BY OTHERS MIN.EDGE DIST. SEE TABLE 1 71PERIMETER SEE TABLE t �p�7PERIMETER SEALANT SEE TABS ED1 INSTALLATS PVC BYINSTALLERSEE TABLE CASEMENTINSIDE AND OUT SMIN.EE TABLE MENTIMPACT SEALANT BEHIND �FLANGE BY INSTALLER O1W MAX.SHIM m - m SEALANT ;ac n W- PERIMETER SEALANT BYINSTALLER o a o O BY INSTALLER INSIDE AND OUT INSIDE AND OUT INSTALLATION ANCHOR SEE TABLE t u. w w SEALANT BEHIND w In o } � FLANGE BY INSTALLER SEALANT BEHIND my INTERIOR g�HORIZONTALSECTION FIN BY INSTALLER Z i INSTALLATION ANCHOR �G� HORIZONTAL SECTION 0 0 6 TYPICAL JAMB ANCHORAGE 6 , cn SEE TABLE 1 U `�, TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION ¢ O w w �u NOTE:ADDITIONAL THRU-FRAME ANCHORS w o (AS SHOWN IN DET.B/6)REQ'D AT THE HINGE SIDE JAMB,SEE SHEET 5 ANCHOR LAYOUT. • a a w • • SEALANT BEHIND -1/4"MAX.SHIM •••••; •.� co) m . FLANGE BY INSTALLER y000:06 a Do* Z ip PERIMETER SEALANT 0 ' +Z; BYINSTALLERSEE i �.% 000•INSIDE AND OUT -4 N"opg' �11 1 sAgi� 0000 • �,�1 ••••N w SUBSTRATE BY OTHERS - * 0 0000•• • -pi 000 of SEE TABLE I �]�-'� • • • 'iy10• STATE AF r!t!$ MIN.EDGE DIST. I ( •• •• • tZ • • SEALANT UNDER SCREW SEE TABLE 1 s�.p:�°L t�@r• �� HEAD BY INSTALLER A VERTICAL SECTION •.6:04••• sipFS•w„�R,.s• ♦♦♦ TYPICAL SILL ANCHORAGE • 0 • i ,,ON'AL��1$•`0• • 0000�l►I:O! • 0 • Z-1" 0 s• • ••• 4/18/2615 • TABLE 1:APPROVED INSTALLATION FASTENERS • FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. OI-UCAS A.TURNER,P.E. FLANGE CONCRETE(2.0 KSI MIN.) 3I16”INV TAPCON 1-1/2" 1-1/8" FL PE#58201 1239 JABARA AVE. PERIMETER SEALANT NORTH PORT,FL 34288 FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MW.) 3116"ITW TAPCON 1" 2" BY INSTALLER FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" V INSIDE AND OUT SECTION SHEET DESCRIPTION: HORIZONTAL�p PH.941-380-1574 1 FLANGE GROUT-FILLED CMU(ASTM C-90) 3116"ELCO ULTRACON 1-1t4" 2.1/2" 6 BOX FRAME INSTALLATION FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3116"ITW TAPCON 1-3/8" 7/8" HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS OR ELCO ULTRACON FLANGE 2XMIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-318" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE: 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR RW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 05/05/07 FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILUNG SCREW THRU 0.060" 7116")OR #10 GRADE 5 SELF-TAPPING(6063-T5 MINFULL THREAD 1/8"ALUM. . MIN.1/4"FILLET OF CONSTRUCTION GRADE ADHESIVE CAULK IS APPLIED DWr;#. REV' / FLANGE 7/16" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-161 C i/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS scAL FIN 2XMIN.SPRUCE-PINE-FIR(G=0.42) #8 WOOD SCREW 1-1/2" 7i16" SHOWN FOR FLANGE WINDOWS. SHEET 1:2 60F6 Florida Building Code Online Page 1 of 2 } 1, e� h��^ 1 FKii:t..a L' :rttwlt`•d eels taare l-s9 to f UHer ReglanaHon d tat Topics Submft surdtarge i states a Parts ; Puldkatlonls i MC staff acts Sia MaP'{ thnits ,, Search t {'B�usines .,.t) �!'O e5s� _ I Product Approval USW PulipCtMer FL 16736.1 Re ulaWn PigQp(t Approval Menu>�urt.br Aabiicetan^�grcn>Araimtkill tilt>Application D" FL ig FL16736-RS Application Type Revision Code Version 2014 Application Status Approval Comments ArcMved Product Manufacturer Custom Window systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FI.34474 (352)368-6922 ekoss®cws.cc Authorized Signature Koss Erin ekossocws.cc Technical Representative Erin Koss Address/Phone/Emall 1900 SW 44th Ave. Ocala,Fl.34474 (352)368-6922 Ext 291 ekoss®cws.oc Quality Assurance Representative Jay Lathrop Address/Phone/Emae 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ,JtathropOcws.cc Category Windows Subcategory Florizontat Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardoopy Received Florida Engineer or Architect[Name who developed the t ices A.Turner Evaluation Report Florida Ucem PE-58201 Quality Assurance Entity Mww Trkh.,'PE tions,Inc. Quality Assurance Contract Expiration Date Validated BY IM Validation Checklist-Hardcopy Received Certlflcats of Independence FL16736 R1 COI Evalltec CWS-8710(HS-8200,74X63IMPI odf Referenced Standa Baa•Ye"F S*rfdAtd)••• 0 i • �L •• 0 • • ••i i t i•t • AAMW WDMA/CSW 101/I.S.2/A440-08 2008 • • • • • • • • • A6TM E1300-04 2004 •• 0641 •• • • • •n)qSTM E1886-05 2005 ASTM E1996.09 2009 PWTAS 201/202/203 1994 Equivalence of fttt St,:dardi •• •• • ••i • Certined By • •• • • • • • • • •• • • • • • Sections from the Code ••• • • • • ••• • • 000 GO 0 • • • • • • • • • • h //www.floridabuildin .of• •r•• ••dtl'• x'? ar�m=wGEVX wtD u8obl%2flZm6T... 814!2015 ttP� g _�P_ d* P Q q Florida Building Code Online Page 2 of 2 Product Approval Method Method i Option D Date Submitted 04/15/2015 Date Validated 04/21/2015 Date Pending PBC Approval 04/25/2015 Date Approved 06/22/2015 Summary of Products odol,Number or Nerve 16736.1 HS-8200 PVC Horizontal Slider 5-8200 PVC Horizontal Slider,IMPACT 74"x 63" XO or OX. Iretalfation Instructions Approved for use In XVHZt Yes F1.16736 111 II CWS-8718(HS-6200.74x63.IMPt Qdf Approved for use outside HIVM Yes Verified By:Lucas A.Tumor 58201 Impact Resistant-Yes Created by Independent Third Party:Yes Design Pressurin+60/-60 Evehurtion Reports Others Large Missile,74"x 63•,DP+/-60 psi.Outer lite In I.G.must x6736 RI AE DuPont PVB NOA 13-0129 27 Odf be safety glazed when used above 30 ft.In HVHZ.Glass complies to FL16736 Rl AE Eva1ikep CWS-8715(HS-8200.74x63.IMPS Off ASTM E1300-04. F1 f 6736 R1 AE Ouatrex(Mhmn)NOA 12-1017 02 odf Created V 12ggendent Third Pe :Yes 16736.2 8200 PVC Horizontal Slider 8200 PVC Hort=t l Slider,IMPACT,111"x 63",XOX. 1.YMls of Use Installation Instructions Approved for use In HVHZ:Yes FL16736JR1 II CWS-8699(Hc-8200 111x63 IMP),off Approved f ruse outside HVHb Yes Verified By:Lucas A.Tumor 58201 Impact Restsbrttt Yes Created by Independent Third Party:Yes Design pressures+60/-60 Evaluation Reports f3Yren Large Missile,111"x 63•,DP+/-60 psf.Outer lite in I.G.must FL16736 Ri AE DuPont PVB NOA 13-0+29 27.odf be safety glazed when used above 30 ft.in HVHZ.Glass complies to B-16736 R1 AE DuPont GP NOA 11-0624 02.odf E1300.04. FL16736 R1 AE BmIReO CWS-8698(HS-8200.1/1X63.IMPI,Off F+6736 R1 AE O anex(MI n)NOA 12-+0+7 Mod Created h Iftd dent Third Party:Yes Contact Us::1940 MorthMonrde Street.TeIlBhassee FL 32399 Plane:850-487-1824 The state of Florida is an ANEEO employer.CoamIght 2007-201,5 State of Flodde.:: ::Relond statement Under Florida law,small addresses are public records.If you do not want your e-mall address released in response to a public-records request,do not sand electronic mail to this entity.Instead,contact fie office by phone or by traditional mall.if you have any questions,pkaee contact 650.487.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Depertrrm t with an emen address IF they hove one.The entab provided may be used kr official communication with the nosrwmL However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an small address which can be made aVenaMe to the public To determine B you are 8 licensee under Chapter 455.F.S.,please click))M. Product Approval Adopter Nu im go 10 s ;Utf F:TItt15 i • •• • • • • ••• • • ••o •o• oo• • • •••• •• • •• •o ••• • • • • • • • ••• • • • • ••• • O • • • • • • • • • • • •• •• • • • •o •• http:l/vwvw.floridabuilding.org/pr/pr_app dAl.a§pk?parath=wGEVXQwtDqu8obl%2fIZm6T... 8/4/2015 MIAMhDADE a1IAM-DADE COUrirY PRODUCT CONTROL SECTION 11805 S%V 26 Street,Room 208 DEPARTIIIENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE. OF ACCEPTANCE MOA) ww-%mismidade.gov/economy E.I.DuPont De Nemours&Co.,Inc. DuPont P&IP Chestnut Run Plaza,712/161,P.O.Box 80712 Wilmington,DE 19$80 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami Dade County RPR- Product ERProduct Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(in Miami Dade County)and/or the AHI(in area other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. if this product or material fails to perform in the accepted maturer,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:DuPont Butacite®PVB Interlayer APPROVAL DOCUMENT:Drawing No.13-0129.27,titled"DuPont Butaoite®PVB Interlayer",Sheet 1 and 2 of 2,dated 01/15/2013,prepared by E.1.DuPont De Nemours&Co.,Inc,signed and sealed by Allan A.Kozich,P.E.,bearing the Miami-Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:None LABELING:Laminated lites under this Product Approval shall be permanently marked in a corner of the glass with:"MDCA-Butacite®PVB",standing for"Miami-Dade County Approved—Butacite®PVB",and the laminator's identification mark. These marks shall be applied by the individual laminator producing the finished laminated glass product containing the Butacite*PVB interlayer. RENEWAL of this NOA shall be considered after a renewal application has been filed and them has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,arxVor manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cage for termination and removal of NOA. ADVERTISEMENT:The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed In advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of ibis entire Nt3A shall lie provided to the user by the manufacturer or its distributors and shall be available far inspecAon at the jo%jte&tt ire vel' of the Building Otfcial. This NOA revises NOA#hit-1f1i.43 e9ni cenitsfs ofthis page 1 and evidence page E-1,as well as approval 90* document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. •• ••,,t; 000NOA No.13-0129.27 • : .• f'" ': : : Expiration Date:December 11,2016 •• • . $ •.• Approval Date:April 11,2013 Page I o ,04, t .•. . . . ... . . M.DuPont De Nemours&Co..Inc, NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS I. Drawing No.13-0129.27,titled"DuPont Butacite®PVB Interlayer",Sheet 1 and 2 of 2,dated 01/15/2013,prepared by E.I.DuPont De Nemours&Co.,Inc,signed and sealed by Allan A.Kozich,P.E. B. TESTS"SubmiKed under NOA#11-0624.01" Test report Ste, dard Date Sienature 1. A2280.01-10-18 ASTM D1929 03/29/11 Joseph A.Reed,P.E. 2. A2280.01-10-18 ASTM D 635 03/29/11 Joseph A.Reed,F.E. 3. A2280.01-10-18 ASTM D 2843 03/29/11 Joseph A.Reed,P.E. 4. A2280.01-10-18 ASTM G 155 03/29/11 Joseph A.Reed,P.E. 5. A2280.01-10-18 ASTM C 158 03/29/11 Joseph A.Reed,P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS "Submitted under NOA#.1X1118.03" 1. Statement letter of code conformance to 2010 FBC issued by Allan A. Kozich & Associates,dated 03/01/2012,signed and sealed by Allan A.Kozich,P.E. "Subinined under NOA#11-0624.01" 2. Statement letter of co.49,Fonformance to 2007 FBC and no financial interest issued by Allan A. Kozich &. Associates, dated 08/09/2011, signed and sealed by Allan A. Kozich,P.E. .. ... . . . . . .. .. . . : % 4¢ . .. . . . . . . . . . . . . . . . .. ... .. . . . .. Carlos M.Utrera,P.E. Product Control Examiner "' "' "' • NOA No.13-0129.27 • ••• Expiration Date:December 11,2016 •• • • • • • • • • • ..' ;' '.• • • ; • • Approval Date:April 11,2013 E-1 . .•. • DUPONT BUTACITE0 PVB INTERLAYER PRODUCT DESCMPTION ` MANUFACTURED BY: E.1.DUPONT DE NEMOURS 8 CO.,INC. A PLASTIC INTERLAYER MATERIAL FOR LAMINATION WITH GLASS ON BOTH SIDES. A TYPICAL GLAZING 18•MADE OF THE FOLLOWING r - COMPONENTS: A 5 C A - 1!8" 3,0 mm Annealed Glass PE MION 8 - 0.03(r 0.78 nim DuPont Butacltee P1B Int r 'it8° 3,0 mm Annealed Glass MATERIAL CHARACTERISTICS ButacksO PVB Interlayer (Clear) pee nation Test Ar ernes i3utacitee PVB(Marie Ser! wfion T ersture ASTM D1929 788'F 420 Clear Flesh-briftlon Te mtur® ASTM D1929 788°F 420°C ft Smoke Density Raft ASTM D2843 7.2 Bwn) Rate ASTM 0635 0 mmftrdm Xenon Wes%ering(4500 hm) ASTM C158-02 'Weati fng Flowrel Strength Method A ASTM C158-02 Method A Before After 2940 i 3189 I "WEATHEMG PER SECTION 2512 OF TNM FLORIDABUILDWO CODE THIS IS A COMPONENT APPROVAL AND OOSS NOT INCLUDE AN EVALUATION OF STRUCTURAL PERFORMANCE OF THIS COMPONENT. SYSTEMS INCORPORATING THIS COMPONENT SHALL APPLY FOR A PRODUCT APPROVAL TO THIS OFPICR AND SHALL SUBMIT TWr REPORTS AND OTHER REQUIRED DOCUMENTS SHOWING THAT THE SYSTEM USING THIS COMPONENT WILL RESIST TNI?LOADS ACCORDING TO CHAPTER 16 OF THE.FLORIDA BUILDING CODE. TJ- Inc. ± x , V07.1"O.'5W °°�C► Chestnut Run Plaza Bldg 7121161 F IV ; �' '.�I -.-.• P.O.Box 80712 Na 18964 �' .: . : : : %: '. WRITIbVton DE 19880-0712 Phone: 302»989-2125 •• •• Rev.1`t le#tB-Ot2%m Sheet 102 alrAY6r Drawing Date: 01/15113 a h '� }ate' �� •'• Allan A.Kozich,PE to•��•�t� •C,4 •1Uo.d1765 Re istration#16884 • %• • • • • • • • • • •• • • • •• •• ••• • • • ••• • • DUPONT BUTACiTE0 PVB INTERLAYER Material Characteristics Butacite@ PVB Interlayer(Colors) Des nation Test P es Sett Ignition Temperetwe III ASTM D1929 788'F(420 3?) Self i ninon Temperature j2 ASTM D1929 788 420'C Self Ignl#on Temperature 3 ASTM D1929 788 T(42b V Self Ignition Tem"ahae 141 ASTM 131929 7g8'F(420�) Self Wftn Temperature L51 ASTM D1929 788 420 V Flash Ignition Temperature 1 ASTM 01929 7881+J120'C Flash I nitlon T!gwature 121 ASTM 131929 770 T 4101C} Flash I nrdon Tempareture P1 ASTM D19M 7701E L4101✓ Flash I nlUcn Temperature 4 ASTM 01829 788`F(420 r3) Flash I Wotan LwgratuML& ASTM 131929 7881 4201C Avg Smoke Dens (1 ASTM D2843 72 . Avg Smoke DensO Rabno 121ASTM 02843 9.1 Avg Smoke I?anst Ratsm[31 ASTM 02843 10.2 N Smoke Dsnsi.f Rahn 4 ASTM 02843 10.1 &vg Smoke Dens Rq!N R ASTM D2843 8.1 BurnkV Rate 1 ASTM D835 0 mrwmin. Burrft Rdte 2 ASTM D635 0 mmlmin. Rate[41 ASTM D636 0 mmlmin. BuThX Rate U4 ASTM D635 0 mm1min. BurnN Rate(51 ASTM D635 0 mmlrrdn. (11 Gear Butactte@ Pits lntertayer 121 Charcoal Gray ButadteO PVB Interlayer 131 Blue-Careen ButadW PVB Interlayer ' 141 Azure slue Made@ PVB interlayer �Y 151 Solar Bronze Butac heli PVB Interlayer THIS IS A COMPONENT APPROVAL AND DOES NOT INCLUDE AN EVALUATION OF STRUCTURAL PERFORMANCE OF THIS COMPONENT. SYSTEMS INCORPORATING THIS COMPONENT SHALL APPLY FOR A PRODUCT APPROVAL TO THIS OFFICE AND SHALL SUaierr TEST REPORTS AND OTHER REQUIRED DOCUMENTS SHOWING THAT THE SYSTEM USING THIS COMPONENT'WILL RESIST THE LOAD$ACCORDING TO CHAPTER 98 OF THS FLORIDA BUILDING CODE. 4t >: `OuPont 13-OUg te®PV1311erlaver N �+►��bti. E.I.duPont•de Nemours&•Co., Inc. . ••� �� DuPont P&IP GLS .•� '�i�a►••ti�I+ .. ... . . . . .. Chestnut Run Plaza Bldg 7121161 ;titer► b ; '.: : P.©.Box 80712 �- Wilmington DE 19880-0712 • ••• •• Phone: 302-999-2126 $-'0'4'1 of lZ�i felte#93-012`111 Sheet 2of 2 •'` •• •. 0 . Drawln Oats: 011113 � _► J-16� C:le Allan A. Kozich, PE woo •. • L•74 • R tration#16864 bit11/1N URNER. 1239 Jabara Ave. North Port,FL 34288 ENGINEERING& Ph.941-380-1574 TCONSULTING,INC. FBPE C.O.A.#29779 Evaluation Report 871B April.18,2015 Product Description: Series 8200 PVC Horizontal Slider Window,Large Missile Impact(HVHZ),XO or OX 74"x63"unit size with design pressures of+/-60 psf(Fin or Flange window) Manufacturer: Custom Window Systems,Inc. 1900 SW 44"'Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005(4). This product complies with the requirements of the 5"' Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined blow. Technical Documentation: 1) This report,prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-871 B,signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210-3887-1,-IA,-2,and-2A,by National Certified Testing Laboratories, Orlando,FL,signed and sealed by Gerard J.Ferrara,with testing performed: TAS 201,202,203 `94,ASTM E 1886'02/04/05,ASTM E 1996'04/06/09,and AAMA/WDMA/CSA 101/I.S.2/A440`08 4) Supplemental Calculations to support CWS-871 B,signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-871B. Limitations of Use: This product: • May be used up to the sizes and daylight openings indicated in CWS-87IB • Achieves design pressures of+/-60 psf • Is Large Missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires Dupont Butacite PVB Interlayer per Miami-Dade N.O.A. 13-0129.271 • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 12-1017.021 1 I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5"'Ed.(2014)Florida Building Code for use in this product. Certification of Independence: I do not have,not do I intend to acquire,nor will I acquire,a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in any other entity involved in the testing or approval process of this product. O �y�tilri�riryi No ••' ••• '•• '1' • '!-1;'._1Y �` •f •• '•' ••• •.• �'4/�a g /aTE. F •��/R 4/18/2015 r;z 0 p t.. �'�'.`~ Lucas A.Turner,P.E. .. VZOO..• •r'G`��:`` FL PE#58201 �1�it1 � Lucas A.Tumer •" ' ' ' ' 2015-04-18 22:21-04:00 . . • • • • • . . . . .. .. . . . .. .. ... . . . ... . . MI® MIAMI-DADS COUNTY PRODUCT CONTROL SECTTON DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES , 11805 26 Street,Room 208 (AER) Miamam i,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) iamlaaae go�leconomv Quanex Building Products,Inc. 1034 Sixth Avenue North Kent,WA 98032 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than The, Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:The approved White Rigid PVC Exterior Extrusions for Windows and Doors are to be produced by Extruders Licensees in"AAMA Certification Programs for rigid PVC Extrusions".The extrusions shall meet ASTM D 4726,classification(ASTM D 4216)1-10154-33-0000, 1-20131-13-0000 or 1-40131-13 and the following properties. Description Test Properties Rate of Burning ASTM D-635 Class Cl Self Ignition temperature ASTM D-1929 925°F>650 Average Smoke Density Rating ASTM D-2843 43%<75 Flame Spread Index ASTM E-84 26.2<75 Tensile Strength(Difference: *Exposed&Unexposed) ASTM D-638 4.980/6<10 *Exposed per Section 2605.2 of The Florida Building Code. MISSnX IAWACT RATING:None This NOA revises NOA#114)830.09 and consists of pages 1 and 2,as well as evidence page E-1. The submitted documentatibp was=e bfiep It W(khL Utrera,P.E. so • . • . • • . • • ••• ••• • + • • • •'+ NOA No:12-1017.02 ••' i' '•' Jaf1 '.' Expiration Date:December 26,2016 ;2 Approval Date:February 7,2013 ••• • • • • ••• • • Pagel • • • • • • • • • • H'® MIAMI-DADS COUNTY * PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES MER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade am econoinv Quanex Building Products,Inc. 1034 Sixth Avenue North Kent,WA 9802 LIMITATION:This approval does not include an evaluation of structural performance of this component. Test reports and other required documents shall be submitted to Dade County Product Control;showing that the systems using this PVC Extrusion will resist the loads according to Chapter 16 of the F.B.C.,in.order to issue a specific product approval for the system. LABELING:Each carton containing certified extrusions shall be labeled with the AAMA PVC Extrusion Certification Label with the extruder name,city,state and"MDCA".In addition,(a)each Certified Extrusion shall be labeled every 4 ft or less on the underside with the Extruder Code and"MDCA"or(b) each finished product assembly shall be labeled with a permanent label and/or stamp with the Extruder Code and"MDCA". RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT:The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. •. ... . . . . . .. 00 . .. • . . . ... . • ••• ••• ••• G!f • i i • •• • •• • i•i i i NOA No:12-1017.02 .•• :• ••• ••• ••• Expiration Date:December 26,2016 Approval Date:February 7,2013 Page 2 • • • • • • • • • • ••• • • • ••• • 0 Quanex DAMN Products,Inc. NOTICE OF ACCEPTANCE: EVIDENCE PAGE A. DRAWINGS. 1. None. B. TESTS "Submitted under AAMA Master File#9"036" 1. Test report on Rate of Burning,Ignition Temperature,Density of Smoke,Surface Burning Characteristics,Accelerated Weathering and Tensile Properties Test of"PVC Extrusions from 5 different manufacturer"selected by AAMA",prepared by ETC Laboratories,report#ETC 97-26440910,dated 04/21/1998,signed and sealed by J. L.Doldan,P.E. C. CALCULATION 1. None D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATION "Submitted under AAMA Master Fide#12-1037" 1. Procedural Guide for the AAMA Fenestration Exterior Thermoplastic Profile Certification Program(AAMA 109-11). 2. Voluntary Specification for Rigid Polyvinyl Chloride(PVC)Exterior Profiles (AAMA 303-08). 3. Current list of AAMA Fenestration Exterior PVC Profile Certified Licensees. F. STATEMENTS "Submitted underAAM4 Master Plk#12-1037" 1. Statement letter of code conformance to 2010 FBC issued by Turner Engineering& Consulting,Inc.,dated 04/25/2012,signed and signed by Lucas A.Turner,P.E. 2. Standards'equivalency report issued by Turner Engineering&Consulting,Inc.,dated 04/25/2012,signed and signed by Lucas A.Turner,P.E. 3. No financial interest issued by Turner Engineering&Consulting,Inc.,dated. 04/25/2012,signed and signed by Lucas A.Turner,P.E. G. OTHERS I. Letter stating that Mikron Industries,Inc.is a wholly owned subsidiary of Quanex Building Products,Inc.,dated 10/10/2012 and signed by David C. Gadd. "Submitted under NOA#06-1220.01" 2. Member acknowledgement letter issued by Mikron Industries,Inc.-Spectus Systems, on 08/03/2001 and sied by Douglas W.Allen. 3. Component Rele* ff� mito by AAex!Un Architectural Manufactujprs Association on 09/07f200j Q s 4 Nfn Lewis. .. •.• .. . . . .. 4 P02/0113 Carlos M.Utrera,P.E. • • °:° ": ": ; °•° Product Control Examiner NOA No 12-1017.02 .. . . . . . . . . . Expiration Date:December 26,2016 Approval Date:February 7,2013 E-1 ... . . . . ... . . . . . °°.. . . . . . . . . . . . . . .. .. 0 0 ° .. .. GENERA HORIZONTAL SLIDER - LARGE MISSILE IMPACT 1.THEP PRODUCT r( 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACt(lHVHZI D `S� TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC).CUR EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE AND 1900SW44THAVE.IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE FINED OCA.FLORIDA 344.74 IN ASTM E 1990 PER THE F8C. WWW.CWS.CC 75114•MAX.OVERALL FLANGE WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2) $' PVC 74•MAX UNrr WIDTH 3.CONFIGURATIONS:'Or,"XO". HORZ SLIDER 33•GLASS DLO �I 4.DESIGN PRESSURE RATING: IMPACT I`- --'I -NEGA'FWE DESIGN LOADS BASED ON.TESTED PRESSURE AND A GLASS TABLES ASTM E-1300-04. �--- _ -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER a -- -- -- INFILTRATION TEST PRESSURE AND GLASS TABLES z a ASTM E-1300-04. Q i t i 5.ANCHORAGE:THE 331/3°6 STRESS INCREASE HAS NOT BEEN USED 841!4• I I i IN THE DESIGN OF THIS PRODUCT.SEE SHEET 5 FOR ANCHOR y MAX. DETAILS.WINDLOAD DURATION FACTOR Od-1.8 WAS USED FOR WOOD w w g m HEIGHTB I B ANCHOR CALCULATIONS. 2 6.PRODUCT APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE NOT I REQUIRED.THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT • • v o XA UNLATCHED DURING NORMAL OPERATION OF THIS PROD B W Z I i MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANWWIN4S�AND • • ! • UNIT O FLYING DEBRIS. •• • • • c HEIGHT t MAX USED 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT Ste• NT 0 o • SASH USED AT FIXED MEETING RAIL AND HEAD/SILL •• ••• HEIGHT i 8.SERIES/MODEL DESIGNATION HS-8200. 0000 • • Q1.� O ;i ' 5813/18• I 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING:••••• • /rtu�At ••••• GLASS I 1 S X-OPERABLE SASH,O m FOXED SASH ,d4 ORE ty� • !• DLO 5 ...... .rg 1�... .. C 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SI I A • •t`Pr' SN$`'• P rr I 5 LOCATION. AO Vi •• ari'o i, oe* • i I i D •••••• $ rd• N• 58201 5 11.EXTERNAL WEEP SLOT=1/4•x 1"LOCATED 4"FROM BO?li ENbS.• `A•; I __ __ _ • • �p ;;ATE OF• racy. -- • • • r�j�•f At O R 9 0dlti C A A LucA *A.Tumer •3r GLASS GLASS DLO 2015-04-11 �-- 385/18'MAX.SASH WITH 15:18-04:00 1%7- 4/1_1!2015 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 342BB PH.941-380-1574 SHEETDESCRIPTION: ---� GENERAL NOTES AND ELEVATIONS TABLE OF CONTENTS We ItAi@- GENERAL NOTES&ELEVATIONS 1 ADE 10!10!13 SECTION VIEWS&GLAZING DETAIL3...2 MAX. UNIT SIZE DESIGN PRESSURE RATIN IMPACT RATING IM10. �HORISCHEDULE&NOTES..........4 74"x 63" +1-60 PSF LARGE MISSILE IMPACT CWS-871 B L INSTALLATION DETAILS........................... SGUFLSHEET 1:15 1 OF5 _7 2 —_ �15►�s^�D�OVV INTERIOR eval"o 1100 SW 44TH AVE OCALA,FLORIDA 34474 11 1 7 1 1 6 W W W.CWS.CC 8200 PVC HORZ SODER IMPACT yy a 1 40 3 1 -- W u m SECTION B-B y 3 t 1 NOTE:FIXED LrrE AT HEAD r AND SILL IS SIMILAR. • • w ;a to •• • •• o - • • • Z to •••• �xuuit t HEAD IMPACT HOOK(TYPJ •••••• •• �'t��,N?REW r ••• (IiEMS35MIDSPAN&361 H 7/8.OVERALL•••••• :�,+` ,.j��07'*;j � 58241 • : - -- 1/r ANNEALEDIx•TEMPEYED 9 x OINTERIOR 7118"AIRSPACE • 11 ••• * ••��. ia STATE Oc 5118'IAMI • 000 �*$, .A +. i/8"ANNEALED •• • • '�A,�y1v� i , j ON7FLY ENGAGED PR�R MR DUPONT PVS INTERLAYER •• `��''� NNs�i�, TE TO HURRICANE FORCE WINDS. t/8'ANNEALED /z t8 ' LOCATED EAT THIRD POINTS f,,UKrA T GLAZE 4/11/2015 13 X 552 LUCAS A.TURNER,P.E. FL PE It 201 t 4t 1239 JABARA AVE. NORTH PORT,FL 34288 8 ' PH.941-380-1574 a ' � 8 OE$f,R– TiOii�N'. GLASS 817E SECTION VIEWS AND GLAZING DETAIL ' -- – v - fWN Eff E: —� SECTION A-A HEAD IMPACT HOOK AND ADE 10!10/13 JAMB SWEEP LOCK LOCATIONS 1:20 DWO 0: –– REY.: ( SECTION C C GLASS TYPE A CWS-871 B ALTERNATE FIN FRAME 1:1 scA I SKEET -- - -- - - -- i1-_ �2 OF 5 PARTS UST 3 1/8" CORNER CONSTRUCTION ITEM PARI'# DESCRIPTION VENDOR MATERIAL 31/8' //�gW/gbMTM 1 H•1497 Reint Sash Meet.Rail Ksymark Alum - t t/2 ..- 2 H-1699 Plaint S.B.RJS.S.R, Keymark Alum 5 _— 3 1800 SW 44TH AVIS 3 H-1836 Most Rail,Fxd. Keymark Alum OCALA,FLORIDA 34474 +118• i WWW.CWS.CC 4 H-SM SashTop/BotRail Mikton PVC 211/18` 30/1e• 2+18 1116' 5 H41048 Main Fr.,SH,w/Fin.,PVC Mikron PVC CORNER WELD 6 He05O Sash Meet Rap,PVC Mikron PVCL (ALL SID 82M PVC 7 H46051 ISash Skis Red,PVC Mikron PVC �— +• ' HORZ SLIDER 8 H-SM Main Fr.,SH,w/Fig.,PVC Mil ron PVC PVC FRAME FLANGE-6049 Flxm ANL-1636 IMPACT 9 P Screen Pup Tab Simimh PVC FRAME FIN-6048 10 P-31133 Screen S SS ' Prk+g. Hurley 1 15/76` +3118• � to v 11 P-3113 Screw Support,PVC Team Plastic Rubber t-2311 '� 9lt6• n a Iii 12 P-V18 Screen Frame Alimetai RopFo m0 CS e 7 ® 4D c 13 P-3228 Semen Spbne,.155 Dia.,Blk. Daps t 5l8` 1518' t 5J8" t sill• 14 P-4754 Screen Frame Comer K Apmetat Ion Y pwp � � 1/16' 1118' 1/+R' -� 11118" FfXEOMEETINORAIL W Q a}0 15 P-3342 Segni Seater,SM3504 Schnee Silicone SCREWED �WITH Z 16 P-3352 Set Bpi.,85 Dur.,1/8•x 518'x 2'Lg FrankLowa Rubber PVC SASH MTC.RAIL-6050 PVC SASH SIDE RAIL4=1 PVC SASH TOP/STM RAIL-60W PVC FIXED RAIL COVER-W83 t 8 17 P-3429 Wslp.,0.270 x.187 back MnSeal, Ultmfab • • @ N 18 P-3539 #8 x 3/4 Square TEK 2 Zinc Fastenal Steel 5/a•t+ �i 3/4 • • • w 19 P-4730 #8 x 1/Y Truss PH TEK 2 Zkro Fast" Steal 0 WIS' • 6^ • tu 1 15118' •�1`• • � cc as 20 P3752 Cap Plug,1/Y Hole M&M Nylon t' x • 3 or O i/t6" • < • 21 1 P-5250 Spring tock,Impact,PVC Interlock SASH MTG.RAIL-1497 SASH REIIQF!-1 p• a U1 22 1 P-4779 Rol*,Tandem M&M Nylon e. +y18' 0000 • • • 23 P-4051 #8 x 11/4 Ph FH TEK,Wht. Fast" Steel �a, 7118^ t Aa'«••• m 6 QL 24 P4089 Keeper,Impact,PVC Interlock 71�8 v+6° 3116• I a„4Nnussss�s • j •• 25 P-4479 Weep Coter w/Flee M&M 2!10" �� OR$iy r ij�•• PLANVIEW-1999 HEAD aAPACT FKmK-1 i—v+a• •• t11�• w•• a Sc46 iy 26 P-4638 #8 x`L 112 Ph Truss SMS Ajax Steel • 27 P-4958 Rotary Lock Sullivan 3.B.RJS.S.R.-1498 ROLLER Tl�{jrl`-.7J: _ 0 i� rygZ�4 28 P-49M Keeper,Rotary Lock Suiifwui enc p,318^ • • s*' • * •• at 29 P-49M Wstp.,0.420 x.187 back FInSeaI,Gn Ultrafab 1/4° 7/8• • >•��••• ° 41 �� S9O, STATE 0 30 P4633 Barrel Fastener Fasterwl Steri ♦.lt• A` Is 6. ___� 718• 91 6• shCl-' A%�t�`v� 31 S-1112 Reinforcement,� Keymark Alum --1��ss5�5'r•- }_ • �y-' 32 5-1498 Reint S.B.RJS.S.R, Keymark Alum yg PVCGLAZE8EA0-6064 GLAZE BEAD-1112 •• '�h Np�t4tN 34 S-1776 Roller Track Keymark Alum 1/16• .7-Z 35 S-1999 Frame Hook,Head,Impact Keymark Alum PLAN VIEW-2000 PANEL IMPACT CATCH-2000 1W 1lAr 3/6• tSig* 4/11/2015 36 S 2000 Pard Catch,Head,Impact Keymark Alum --- 37 SM Anti Lip Mikron PVC 1—3116• LUCAS A.TURNER,P.E. 38 5.6013 Scm.Adapt.,w/Nlo,PVC Mlkmn PVC I I--3• ttr tne" tI18' FL PE#58201 39 S&l14 Scm.Adapt..PVC Mpiron PVC 11 PVC SCREEN CATCH-6013 PVC ANTI-LIFT-X05 1239 JABARA AVE. SCREW SUPPORT-3113 NORTH PORT,-1 34288 PH.94t-380-1b74 40 5-8063 Fbmd Reil Omw Mikron PVC 11re°y DESCRIPTION: 41 S 8064 Glazing B MAiron PVC �'� r�I 42 GLASS SEE SHEET CARDINAL GLASS rj�1/16'9} BOM AND EXTRUSIONS 43 Purled Glaze"H',SpiaFlex 552 Henkel/Sika S prone PVC SCREEN SUPPORT-6014 DRAWN B r: - ADE 10/10/13 DWG#: R - CWS-871 B LINE ITEMS NOT USED: NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. - SHEET 33 �_------ 1:2 3OF5 t WNftSUM 1211T MAX.O.C.(TYPJ 17X10 SW 44TH AVE• 3•(TYP.) 6'MAX�') "-" 4°MAX.(TYP.) S"MAX O.C.(1YP.) OCALA,FLORIDA 34474 SEE NOTE 2 ('MAC.ONP.) ' ' s"RYPJ c MAX.(TYP.)� SEENOTE2 WWW.CWS.CC INSTALLATION 82W PVC i ANCHOR MP.) i s" ��TMPHORZ SODER" ( ) IMPACT MAX O.C. (IYP•) I MAX O.C. � o 0 ( ') O X 1 O X LLJ y es go 40 0• • • I- • ANCHOR LAYOUT-(FLANGEI 60990 • 0000 • � • 0000 tiJ»Jiuiep 00.00• •• `� >1!l 0000 •• •0 !'•ay.R�' 0000•• • Nq 58209 tp�f NOTES: ••• $ ti MATE OF, 'Ltd i.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. 00 0 •� .�,..� •• �I� NI�f�A„ 1 2 SHIM AS REQ AT EACH INSTALLATION ANCHOR HIGH LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1!4".USE SHIMS WHERE SPACE GREATER THAN 1116`IS PRESENT.LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 5. M i 11`2015 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIA.OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER.P.E. BE PROTECTED TO PREVENT REACTION. FL PE#58201 1238 JABARA AVE. 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288 SPECIFIED IN TABLE 1,SHEET 5. PH.941-380-1574 S.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO.FORCONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. SH—DESC INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT 00 NOT REQURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE ANCHOR SCHEDULE AND INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES - 7.A MINIMUM CENTEWTO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:X FOR MASONRY,1'FOR WOOD AND METAL. RAW - I : ADE 1 10/10/13 S.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE o: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1,SHEET 5.CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. I CWS-871 B 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: � SHEET 1.20 �FLWAAMA 100(FIN WINDOWS),FLWAAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMAAVDMA 300(EXTERIOR DOORS) 4 OF 5 - — - - - - ----- _ �_ MIN.EMBEDENT TYPICAL HEAD ANCHORAGE SEE TABLE M SUBSTRATE 21: lYlfYIYW/+JUV714'MAX.SHIM L- YOTHERS 3YST w MIN.EDGE DIST. SEE TABLE I MMI.EDGE DIST. SUBSTRATE SEE TABLE t SEE TABLE 1 Y OTHERS 1800 SW 44TH AVE. SUBSTRATE Y OTHERS SEE TABLE 1 OCALA,FLORIDA 34474 1/4'MAX.SHIM WWW.CWS.Cc SEE TABLE 1 �[N.EDGE DIST. MIN.EMBEDMENT SEE TABLE t PERIMETER SEALANT SFJ:TABLE 1 peffVf PVC Y INSTALLER INSTALLATION ANCHOR INSIDE AND OUT SEE TABLE 7 IORZ,SLIDER SEALANT BEHIND ✓ MIN.EMBEDMENT IMPACT SFJ=TABLE 1 FLANGE Y INSTALLER 114'MAX.SHIM � v PERIMETER I LANT Iii PERIMETER SEALANT Y INSTALLER G Y INSSTALLER M OE AND OUT INSIDE AND OUT INSTALLATION ANCHOR x W INSTALIATLON ANCHOR SEALANT BEHIND SEE TABLE 1 W< m SEE TABLE t FLANGE BY INSTALLER SEALANT BEHIND ca FIN Y INSTALLER BN HORIZONTAL SECTION /C1 HORMWAL SECTION 5 TYPICAL JAMB ANCHORAGE TYPICAL FIN ANCHORAGE • • a p HEAD AND SILL SOLAR FOR FIN UPTALLAVON • • w • • SEALANT BEHIND 114'MAX.SHIM •••:90 t O • FLANGE Y INSTALLER 000000 •• • --� •••• IERIaRSEALANT MIN.EMBEDMENT •••••• •• t�g1R �j • • INSIDE AND OUT SEE TABLE 1 • • •,- _ INN«..., P,*A�• 00 J. AW Sa24`1 SUBSTRATE Y OTHERS— • • • S SEE TABLE 1 MIN,EDGE DIST. • • • fir •• A VERTICAL SECTION SEE TAME1 • 00 • !• TATE Qlota.rttd T • • • • 5, TYPICAL SILL ANCHORAGE •• • IV TABLE t:APPROVEDINSTALLATION FASTS --M11=15 - FRAW TYPE SUBSTRATE TYPE ANCHOR TYPE NOL EMBOMINT SMR EDGE DIST. LUCAS A.TURNER,P.E. FLANGE CONCRETE(20 KSI MIN.) 3/16'ITW TAPCON 1-1/Y 1-1/S° FL # PERIMETER SEALANT----"`"� 1239 JABARA RA AVE.A FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) alts"ITW TAPCON P 2' BY INSTALLER NORTH PORT,FL 34288 FLANGE CONCRETE(285 KSI MIN.) 3116'ELCO ULTRACON 1' 1' INSIDE AND OUT PH.841-380-1574 D HORIZONTAL SECTION FLAKE GLUT-FN LED CMU(ASTM GOD) 3/16"ELCO ULTRACON 1-1/1v2-i/2' 5 BOX FRAME INSTALLATION S RPT FLANGE 2XMK SOUTHERN PONE(G-0.55) 3/16'ITW TAPCON 1.3/B' 7/8' HEAD AND BILL SIMILAR FOR BOX INSTALLATION OR ELCO ULTRACON INSTALLATION DETAILS FLANGE 2X MON.SOUTHERN PINE(G-0.55) #10 WOOD SCREW 1=3/B' 71W FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, sY- 16 GAUGE(0.0f�)MIN.STEEL STUD #10.16 HI-TI KWIK-FLEXOR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATKXN IS ACCEPTABLE PROVIDED: FLAi�IiE 711x' ADE 10/10/13 (33 KSf YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060' MIN.1/4'FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIEDW. REV_ 118'ALUM.(8063-T5 MBN.)OR 10 GRADE 5 SELF-TAPPING/ FULL THREAD FLANGE 1/8'STEEL(33 KSI MMI.) DRILLING SCREW THRU 0,125 7/16" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-671 8 -PRODUCT ANCHORAGE B IN ACCORDANCE WITH REQUIREMENTS AS FIN 2XMIN.SOUTHERN PINE(G.O.55) #S WOOD SCREW 1-112' 1p2" SHOWN FOR FLANGE WINDOWS. SHEET 12 5 OF 5 .� Florida Building Code Online Pagel of 2 C eds she Map Luum saereh PBG staff of ass Hoare { Log In User! r R"MraWn I Hoe Top ks { submx Surciguge sr"&Facie Pu ons { I ( { ,I Busnes Pnwuct�proval Pro�essiWUSINNIPUNCuser Regulation ®i >aovll�tma.usl>Apalaa�n rlaali FL* E). Application TypeCada VersionApplication StaWs Comments Archived 0 Product Manufacturer Custom Window Systems Inc. Address/Pione/Emali 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekoss@cws.oc Authorized Signature •Koss Erin ekoss®ows.ee Technical Representative Erin Koss AddressiPione/Emau 1900 SW 44th Ave. Ocala,PL 34474 (352)368-6922 Ext 291 ekose®Cws.cc Quality Assurance RepresenteWe Jay Lathrop Address/PhOna/Emall 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 )lathropOcws.cc Catewy Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect Or a Licensed Florida Professional Engineer 0 Evaluation Report-Hardcopy Received Ronde Engineer or Architect Nam who developed the Lucas Turner Evaluation Report Florida License PE-58201 Quality Assurance Entity '•Keystone Cerdflcatlorre'Inc. Ex Quality Assurance Contractpiration Date Validated By Steven M.TrB,PE Validation Checkgst-Hardcopy Received Certificate of Independence r nsoR2^OI E i lgeo cwr,-64,B fmAm9a.IMP!m •• ••• • • • t��.--J•• YM Referenced Standard and Year(o Standard 0 ••i 0 i >a7? j(SA 101/I.S.2/A-440 2005 •• •i i l i i Afi� E1301V4 2004 •• 000 •• • &n-TEidWOS 2005 ASTM E1996-05 200S PA TAS/201/202/203 1994 • ••• ••• ••• • • • • •• • • ••• • • • • • • • • • • Equivalence of Product Stands •• •• • • • • • • certified By Sections from the Code ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• U+4v%.//`vxni<lr flnririnhitildinor.oro/nr/nr ann dtl.asvx�=v3GEVXQwtl)quHlFzfePouW... 9/29!2015 Florida.Building Code Online Page 2 of 2 - V product Approval Method Method I Option 0 Dow Submifkad 04/20/2015 nate Validated 04/23/2015 Date Pending FIBC APPS 04/25/2015 Date Approved 08/23/2015 Sunman/of Products Number or Nacre i FD-8750 Im FD-8750 French Door SD-8700 Swing Door,sLT-8710 SWIM Installation Instructions Approrfed ter use In HVHZt Yes Fl edecn R2 II C -�lA(FD-8950.IMPl.odf Approtred fM use outside HVHZt Yes VerMed By:Lucas Tuner 511201 Impact Roobtwm Yes Cresta!by Independent Third Party:Yes Design Prune:+70/-70 ftaluation l.•- othu't Large Mles6e French Door w/Sldellghts,Max.French Door W x- AF DUDnpt 20 WA 13-0129 27.odf. Max shl#a Door 31 x 61,Max.SWelight T x 8,DP+/-70 Pat GINS Dupocrm anA 11,neaa oz.rxlf mplies t0 ASTM E1300.04. 1 e 0.2 AE_ AWS-6418!FD 87 .IMM.mIf B.1°-"G"'" 'a ouarre�c[Ngkronl n%a_dz_1m7 e2.mdY c dent rnhd Pa :Yes Contact US::IM.MM Man=Sb aetTelLheserm FL nM Phone:8-c,t467-143= The State of Florlda Is an AAX5O a01PbYar.Coen h�13 senor of Florida.:i under Florida law,enm0 addresses ata public records If you do not want your e•me0 address m1cmad In response to a Pubpc-reowds request,do trot send Wedmic man to the entRy.Instead,contact the dam by phone or by tradalnnel mall.If you have any questions,please colt 650.457.1395.*Furman to Sealon 455.275 (1),Fbrde Stahrm,&Tective October 1,2012,0oansees 11NaSSd under Chapter 455,F.S.oast pmvWe the DeparbimM with an emall address s they have Oar.The provide the Department be abment rfor�an emdi address wWch�l be made ava Dw�However to the Publlr:To ddeseas weetnalne�we a I under Chapter please dlccWM- ProductApproval Accepts: atvuit xnTr[tcs• as ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • • ••• ••• •••• • • • • • • • • • • • • • ••• • • •• • • • • • • • • • Go • •• • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• hm,J/www.floridabuildina.or�zlt�rlUr app_c�tl.asPX'/FEQquH1Fz£ePauW... 9/29/2015 MIAMI-DADS I1IUMDADE COUNTY eImw PRODUCT CONTROL SECTION 11805 SSV 26 Street,Room 208 DEPARTMENT OF REOULATORV AND ECONOMIC RESOURCES(REA) 141iamt,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 P(786)315-2599 NOTICE OF ACCEPTANCE(NOA) my v.rulamidaftlov/eaonomv EX DuPont De Nemours&Co.,Inc. DuPont P&II"Chestnut Run Plus,712/161,P.O.Box 8071.2 Wilmington,DE 19880 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of eanstruction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid alter the expiration date stated below.The Miami-Dade County Product Control Section(in Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform'in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building. Code,including the High Velocity Hurricane Zone. DESCRIPTION:DuPont Butaclte®PVB Interlayer APPROVAL DOCUMENT:Drawing No.13-0129.27,titled"DuPont ButackeO PVB Interlayer",Sheet 1 and 2 of 2,dated d 1115/2013,prepared by E.1.DuPont De Nemours&Co.,hic,signed and sealed by Allan A.Kozich,P.E.,bearing the Miami-Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:None LABELING:Laminated lites under this Product Approval shall be permanently marked in a comer of the glass with:`°MDCA-ButacitoO PVB';standing for"Miami-Dade County Approved—Butacite®PVB",and the laminator's identification mark. These marks shall be applied by the individual laminator producing the finished laminated glass product containing the Butaeite®PVB interlayer. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affeoting the performance of this product. TERNIINATION ofthis NOA will occur alter the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal ofNOA. ADVERTISEMENT:The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. if any portion of the NOA is displayed,then it shall be done In its entirety. INSPECTION:A copy of this entire NAA slp%be grovUW4 to thg user by the manufacturer or its distributors and shall be available for inspection at tie job sits at 96 r$q o*hg 13urlding Official. This NOA revises NOA#11-11 NO31Ad 1*Asi **ftJ p fte I and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. • ••• • • ••• • s NOA No.13-0129.27 • • • • see 0• • Expiration Date:December 11,2016 Urt • e• . • : : : Approval Date:April 11,2013 Page 1 • •• •• • • • •• •• ••• 0 0 0 ••• • • LT Mftnt De Nemonirs&Co..Inc. NOTICE OR ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.13-0129.27,titled"DuPont Butacite®PVB Interlayer",Sheet 1 and 2 of 2,dated 01/15/2013,prepared by E.I.DuPont De Nemours&Co.,Inc,signed and sealed by Allan A.Kozich,P.E. B. TESTS"Submitted reader NOA#11-0624 01" Test report tandard Data Sienatare 1. A2280.01-10-18 ASTM D1929 03/29/11 Joseph A.Reed,P.E. 2. A2280.01-10-18 ASTM D 635 03/29/11 Joseph A.Reed,P.E. 3. A2280.01-10-18 ASTM D 2843 03/29/11 Joseph A.Reed,P.E. 4. A2280.01-10-18 ASTM 01155 03/29/11 Joseph A.Reed,P.E. 5. A2280.01-10-18 ASTM G 158 03/29/11 Joseph A.Reed,P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulato:.y and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS "SubiniWed under NDA #11-1118.03" 1. Statement letter of code conformance to 2010 FBC issued by Allan A. Kozich & Associates,dated 03/01/2012,signed and sealed by Allan A.Kozich,P.E. "Submiffed under NOA#11-0624.01" 2. Statement letter of coo 9.9onformance to 2007 FBC and no financial interest issued by Allan A. Kozich &,Xisociatea, dated 08/09/2011, signed and sealed by Allan A. Kozich,P.E. ,.... . .. ... w . • . . •• • • •• • • • • • 'f ' �4.0 000 00: Carlos M.Utrera,P.E. Prodnet Control Exanilner • 0:0 ••• w•• • • NOA No.13-0129-27 • • • •• •• :00 ;. Expiration Date:December 11,2016 •• w• • • w • • i i i Approval Date:April 11,2013 E-1 w•• . . w •' .•• . •. • • w ••• • 0 DUPONT BUTACITE-0 PVB INTERLAYER r j!BQDUCJ 00CRIPTI011 MANUFACTURED BY: E.I.DUPONT DE NEMOURS&CO.,INC. A PLASTIC INTERLAYER MATERIAL FOR LAMINATION WITH GLASS ON BOTH SIDES. A TYPICAL,GLAZING 13-MADE OF THE FOLLOWING COMPONENTS: r ' A B C A - 118.0.0 mm Annealed Glass E 'Ti B • 0.034° 0.76 mm) DuPont Butodleg PVB Inteda r 11g• 3.0 mm Annealed Glass MATERIAL CHARACTERISTICS ButaClte® PVB Interlayer (Clear) Desi nation fist ro es Butethal°PVB Interfa er CWar Self Ignition Lepprature. ASTM D1929 `788 F 04 r sh Hon Tem tura ASTM D1929 788 OF 420•C Ava Smoke Density Ratan ASTM D2843 7.2 Burning Rete ASTM D635 0 mnlhwn. Xenon Weathering(4ti44 hrsj ASTM C168-42 `Weathering Flexural Strength Method A ASTM CISS-02 Method A Before I After 2944 pal 3189 psi *WBATOEMO PER SLC nON 2612 OF THE FLORIDA BUILDING CODE � THIS IS A COMPONENT APPROVAL AND DM NOT INCLUDE AN EVALUATION OF STRUCTURAL PBRFORMANOE OF THIS CoMpoNEN1: BYSTWS INCORPORATING THIS COMPONENT SHALL APPLY FOR A PRODUCT APPROVAL TO THIS OFFICE AND SHALL SUBMIT TEST REPORTS AND OTHER REQWR90 DOCUMENTS SHOWING THAT THE SYSTEM USING THIS COMPONENT VALL RESIST THE LOADS ACCORDING TO CHAPTER 16 OF THE~FLORIDA BUILDING CODE. `'' o titaCitecLlttP'V.13 Intral�la er. ., . yam, •- .s;� I� K •Errh-duP6nt•de NemouiT&Co., Inc. �'•�G • ta'•• �� P. Box 80712ut Run Paza Bidg 7121M P Wilmington DE 198W-0712 M0 3B964 •• * •': : : :• '• Phone: 302-999-2125 * •• Rev.'File*12-612%0 Sheet lof 2 N�TB pts Drawing Cate: 01115/13 • , '•.••fit � .��' Q N �o 13. •.• Allan A.Kozich,PE ties°'•.4.P�.••,�sa r— AV. 16�• • • Re istraVon#16864 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . DUPONT BUTAGITEG PVB INTERLAYER Material Characteristics Butacite@ PVB.Interlayer(Colors) Des nation Test P s Self liddon Te tura 1) ASTM 131929 788 TF(420 IC) Self Ignition Temperature 2 ASTM 01929 7887 420S Sell I t Temperetura 3 ASTM 131929 7387(42 r1 Self IvaWqn Ta lure 4 ASTM 01929 788 IF 4211'�) Self lgnitLm Temperature ASTM D1920 788`F 420 TC Flash Witton Tem rage 1 ASTM D1929 788 420 9C Flash Ignition Temperature[21 ASTM WW9 770 TF A101c Flash f nitlon Tem tura[31 ASTM D1929 770`F L410 r) Flash Ignition Temperature 4 ASTM D1929 788`l=(420`C) Rash! nitfon Tem tura ASTM 131929 788`F 420`C Av Smoke©e -Rath 11 ASTM D2043 12 . Avg Smoke DmWW Ref 121 ASTM D2843 8.1 Avg Smoke Density 0n ASTM D2843 10.2 Av a Density!R�; ASTM D2843 10.1 Av Smoke Density Ratin ASTM D2t143 8.1 Bunft Rale.Li I ASTM D835 0 mm/min. Bu RAt® 2 ASTM 0835 0 mmltnin. RaIe 3 ASTM D636 0 mmlmin. BuT Rats L41 ASTM D635 0 mrntmin. Burn Rate 1§1 ASTM D636 4 mmlrAn. WON �r11M the l�lntWa [1l Clear Butsctte®PVB Interleyer :.!►oaptaao�r3�to Of 2� [21 Charcoal Grey Butadte®PVB Interuysr [3181ue-Green autecitee PVB Interlayer (4)Azure Blue Butadte®PVR interlayer [5]Solar Bronze Butadte®PVB Interlayer THIS 18 A COMPONENT APPROVAL ANo DOES NOT INCLUDE AN EVALUATION OF STRUCTURAL PERFORMANCE OF THIS COMPONENT. SYSTEMS INCORPORATING THIS COMPONENT SHALL APPLY FOR A PRODUCT APPROVAL TO THIS OFFICE AND SHALL SUBMIT TEST REPORTS AND OTHER REQUM OOCUMENT3 SHOWING THAT THE SYSTEM USING THIS COMPQNENT WILL RESIST THE LOADS ACCORDING TO CHAPTER 16 OF T Hk FLORIDA BUILDING CODE. !' yftnt ptdbt:Itc6 PVB ItlterlaVee' auto ;,' E.J.duPont•de Nemours&•Co., Inc. DuPont P&IP GLS ��4 °•�+ Chestnut Run Plaza Bldg 7121161 � a i * ••• •• P.©.Bax 80712 Wilmington CE 19880-0712 �. Phoim: 342-9.99-2125 �1(e#1"11V?Sheet 2of 2 • Drawing Date: 01115113 '" .NAL J► 0Qr�3�, �b[3 ;.. Allan A. Kaxich,PE �Ne�ii !' .' $� • Ra iration#16854 N . . . V: . . . . . .. .. . . . .. .. ... . . . ... . . 1 M�,MIMIAMI-DADS COUNTY WMIM PRODUCT CONTROL SECTION BUILDING AND NEIGHBORHOOD COMPLLUNCE DEPARTMENT(BNC) 11805 SW 26 Street,Room 206 BOARD AND CODE ADMINISTRATION DIVISION Miami.Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE(NDA) tm�►aiaaaegoyalwing B.I.DuPont De Nemours&CO.,Inc. DuPont P&IP Chestnut Ran Plaza,712/161,P.O.Bog 80712 Wilmington,DE 19880 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County BNC- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. V this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such besting and the AHJ may Immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. BNC reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meat the requirements of the applicable building code. This product is approved as described herein,and has been designed to:comply with the Florida Building Code,including the High Velocity Hurricane Zone. ]D1lSCWTION:DuPont SentryGlas&Interlayer APPROVAL DOCUMENT: Drawing No. 10-0413.04,titled"DuPont SentryGlasO Interlayer",sheet 1 of 1,dated 04/13/11,prepared by E.I.DuPont De Nemours&Co.,Inc.,signed and sealed by Allan A.Kozich, P.E.,bearing the Miami-Bade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:None. LABELING: L&mminated lite$ under this Product Approval shall be permanently marked in a corner of the glass with:"MDCA- SottryGlasV',standing for"Miami-Dade County Approved—SentryGlasW" and the laminator's identification mark. These marks shall be applied by the individual laminator producing the finished laminated glass product containing the SentryGlas®interlayer, RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT:The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If an'y portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall bejwa1Wle fq1'inVeqJdgn at tje job site at the request of the Building Official. This NOA renews NOA# 1"4Z3•64" lAgsists of this page, evidence page E-1, as well as approval . .. . . . . ... . . document mentioned above. • • • • • . . - The submitted documentation was raviewedby Chios K Utrera,P.E. • ••• ••• •• NOA No:11-0624.02 • •• Expiration Dab:January 14,2017 • Approval Date:August 25,2011 •• ��js�• Page 1 . . . • • . . • . • .•• . . . ..• . . 9.1.DuPont Do Nemours&Co.,Inc. NOTICE OF ACCEPTANCES ,EVIDENCE PAGE A. DRAWING 1. Drawing No.10-0413.04,titled"DuPont SentryClas&Interlayer",sheet I.of 1,dated 04/13/11, prepared by E.I.DuPont De Nemours&Co.,Inc.,signed and sealed by Allan A.Kozich,P.E. B. TEST REPORTS Laboratory Report Test Date. Simfors 1. 96177.02-106-18 ASTM D 635 02/22/10 Joseph A.Reed,P.E. 2. 96177.02-106-18 ASTM D1929 02/22/10 Joseph A.Reed,P.E. 3. 96177.02-10&19• � • ASTM D2843 02!22/10 Joseph A."Read;P:E. "SubothW under NOA#10-0413.04" 1. 3136116SAT-001 ASTM D 635 10/25/07 Chris Bowness,P.E. 2. 3111755SAT-002 ASTM D1929 01/02/07 Chris Bowness,P.E. 3. 3111755SAT-001 ASTM E 84 12/19/06 Chris Bowness,P.E. 4. PRIO6246 ASTM G 26 06126/07 Due T.Nguyen,P.E. 5. PRIO6246 ASTM D 790 06W07 Duo T.Nguyen,P.E. "SubmtHed under NDA#09--1116104" C. CALCULATIONS, 1. None D. MATERIAL CERTIFICATIONS 1. None. E. QUALITY ASSURANCE 1. Miami-Dade Building and Neighborhood Compliance Department(BNC) F. STATEMENTS 1. Statement letter of code conformance to 2007 FBC and no financial interest issued by Allan A. Kozich&Associates,dated 08/09/11, signed and sealed by Allan A. Kozich, P.E. 2. Laboratory 2007 F.B.0 oompliance letter issued by Architectural Testing,Inc.,dated 02!22110, signed and sealed by Joseph A.Reed,P.E. "Sub»uttted under NOA#1110413.04" 3. Approved listing of SentryGla,90 Plus laminators dated November 30,2005,signed by Jeffrey D.Granato. "SubmU"under NOA#061205.10000 ge" ego „ .- . . . .. •. . . • •... •. -• --• -• - • • -- Carlos M.Utrers,P.E. Product Control Examiner ... --- 00: NOA Na 11-0624.82 -- - : Expiration Date:January 14,2017 - - - Approval Date:August 25,2811 - - - --- - - • . - -- •- - • • -- -- --- - - - --- - - DUPONT SENTRYGLASO INTERLAYER PA;MDUCT DESCRIPTION MANUFACTURED BY: E.I. DUPONT DE NEMOURS&CO.,INC. DESCRIPTION: A PLASTIC INTERLAYER MATERIAL WHICH IS . FACTORY LAMINATED TO A MINIMUM OF TWO PIECES OF GLASS. A TYPICAL GLAZING IS MADE OF THE FOLLOWING COMPONENTS: (MINIMUM THICKNESS INDICATED. MULTIPLE PLIES OF INTERLAYER TO BE USED AS NECESSARY). A S C A - 118" 3.0 mm Annealed Glass rECTION B - 0.030" 0.76 mm DuPont Se Glass interta C - 118" 3.0 mm Annealed Glass MATERIAL CHARACTERISTICS SentryGlasO Interlayer Desi nation Test P—rop2rtlee Flame Spread Index ASTM E84 35 Smoke DweLoW Index ASTM E84 250 Flesh I nidon Temperature[11 ASTM D1929 788 F Flash I nidon Temperature[21 ASTM D1929 752 F Self Ignition Temperature[11 M D1929 806 F Self I nitron Temperature[21 ASTM 131929770 F Ave Extent of Suming ASTM D635 0 cm/min.; Class C1 Av E)dent of Burning 2 ASTM D636 4 Gm/min.•Class CCI Av a Modulus of Rupture ASTM D790 Weathering* *WEATHERING PER SECTION 2612.2 OF Before After THE FLORIDA BUILDING CODE 6,416 psi 6.366 psi NOTES: [1]30 mil(0.76mm)thickness DuPont Sent yGlass interlayer Sample (2]1 SO mil(3.3mm)thickness DuPont SentryGlase interlayer Sample [3]DuPont SentryGlaa Interlayer by itself Does Not Comply With the Florida Buikling Code THIS IS A COMPONENT APPROVAL AND DOES NOT INCLUDE AN EVALUATION OF STRUCTURAL PERFORMANCE OF THIS COMPONENT. SYSTEMS INCORPORATING THIS COMPONENT SHALL APPLY FOR A PRODUCT APPROVAL TO THIS OFFICE AND SHALL SUBMIT-REPORTS AND OTHER REQUIRED DOCUMENTS SHOWING THAT THE SYSTEM USING THIS COMPONENT WILL RESIST THE LOADS ACCORDING TO CHAPTER 16 OF THE FLORIDA BUILDING CODE. 12,tl„P_oynt Sentrvalas I� nteNaver ��.t E.1. duPOnt de Nemours&Co., Inc. il�MirtISIMOs DuPont P&IP-GLS w 0� ;' Chestnut Run Plaza Bldg 712/161 !� P. O. Box 80712 . . . Wi ngton DE 19880-0712 •• •• hone: 302-999-2125 Dwg. 10-0413.04 rev 1. Sheet 1of 1 • ••• ••• ••• . . r Drawing Dante: 04113!11 a •. • 1 •• Allan A. KoAc h, PE �• ' •&N 2 f RealletraMon#16864 •• 6'S . .. .. . . . .. .. ... . . . ... . . U1239 Jabara Ave. jRl� North Port,FL 34288 ENGINEERING& Ph. 941-380-1574 TCONSULTING,INC. FBPE C.O.A.429779 Evaluation Report 641B April 18,2015 Product Description: Series SD-8700,FD-8750,SLT-8710 PVC Swinging Door,LM impact,3'x8' nominal panel size max. Manufacturer: Custom Window Systems,Inc. 1900 SW 44`h Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005(4). This product complies With the requirements of the 5`h Edition(2014)Florida Building Code including the High Verity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-641B,signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210-3761-1,-1 A,-1B,-1C,-2,and-2A from National Certified'Testing Laboratories,Orlando,FL signed and sealed by Gerard J.Ferrara,P.E. a. Testing Performed: TAS 201/202/203 1994,AAMA/WDMA/CSA 101/I.S.2/A440- 2005,and ASTM E 1886/1996 2002/2005 4) Supplemental Calculations to support CWS-641B,signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-641 B. Limitations of Use: This product: • May be used in up to 79"x 97"XX sizes,40"x 97"X sizes,and 36 3/16"x 97"Sidelite sizes, with glass types and max.glass daylight sizes as shown in CWS-641 B • Achieves design pressures of+/-70 p.s.f. • Is Large Missile Impact Resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone Anchors indicated in CWS-641 B shall be pan or hex head type and shall have a head or washer (integrated or separate)diameter of 0.420"min. • Requires Dupont SentryGlas Interlayer per Miami-Dade N.O.A.#11-0624.021 • Requires Dupont PVB Interlayer per Miami-Dade N.O.A.#13-0119.271 • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A.#12-1017.02' t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5th Ed.(2014)Florida Building Code for use in this product. Certifiication of Independence: I do not have,nor do 1 intend to acquire,nor will I acquire,a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. i do not have,nor do I intend to acquire,nor will I acquire,a financial interest in any other entity involy od iw 9w iosi in§or appio vaj process of this product. • •• • • • • ••• • {EW E 114 <.r r No 5 111,. •; , 4/18/2015 Lucas A.Turner,P.E. • '.' '.' FL PE 458201 STATE OF !� '" 't°'• ' �`.*NLucas A.Turner �'4+" '��°w •�•'`�LL w�' 2015-0418 22:03-04:00 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMI MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE ffOA) w w ml&w1d dl&g9y/Mnomv Qaanex Building Products,Inc. 1034 Sixth Avenue North Kent,WA 98032 SCOPE: This NOA is being issued under the applicable rales and regulations governing the use of construction materials. The documentation submitted has been-reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in area other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:The approved White Rigid PVC Exterior Extrusions for Windows and Doors are to be produced by Extruders Licensees in"AAMA,Certification Programs for rigid PVC Extrusions".The extrusions shall meet ASTM D 4726,classification(ASTM D 4216) 1-1-0154-33-0000, 1-20131-13-0000 or 1-40131-13 and the following properties. Test Properties Rate of �thg ASTM D-635 Class C1 Self Ignition temperature ASTM Di.1929 925°F>650 Average Smoke Density Rating ASTM D-2843 43%<75 Flame Spread Index ASTM E-84 26.2<75 Tensile Strength(Difference:*Exposed&Unexposed) ASTM D-638 4.98%<10 *Exposed per Section 2605.2 of The Florida Building Code. MISSILE IlKPACT RATING:None This NOA revises NOA#114)830.09 and consists of pages 1 and 2,as well as evidence page E-1. The submitted documeiitatiorAtas Mvib C%rlos Ari.Utrera,P.E. • . • . • . . • .. ... .. . . . .. •.: : . . . : : NOA No: 12-1017.02 • •• � 0� �y • • • !y"'-�• Expiration Date:December 26,2016 Approval Date:February 7,2013 Page 1 • •• •• • • • •• •• MIAM MIAMI-DADS COUNTY =MID PRODUCT CONTROL SECTION 11805 SW 26 Street.Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florid 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.m1am1dad&g9vtmos9m2 Quanex Building Products,Inc. 1034 Sixth Avenue North Kent,WA 911032 umTATION:This approval does not include an evaluation of structural performance of this component. Test reports and other required documents shall be submitted to Dade County Product Control;showing that the systems using this PVC Extrusion will resist the loads according to Chapter 16 of the F.B.C.,in.order to issue a specific product approval for the system. LABELING:Each carton containing certified extrusions shall be labeled with the AAMA PVC Extrusion Certification Label with the extruder name,city,state and"MI)CA".In addition,(a)each Certified Extrusion shall be labeled every 4 ft or less on the underside with the Extruder Code and"MDCA"or(b) each finished product assembly shall be labeled with a permanent label and/or stamp with the Extruder Code and"MDCA". RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination'and removal of NOA. ADVERTISEMENT:The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. . .. . . . . •.. . .. ... .. . . . .. • NOA No:12-1017.02 • • Exp#ration Date:December 26,2016 • •• • • • • • • • p • • • • • Approval Date:February 7,2013 Page 2 ... . . . • ... . • . . . • • • • • . • • •• .• • • . •• •. Quem Building Products.Inc. NOTICE OF ACCEPTANCE: EVIDENCE PAGE A. DRAWINGS. 1. None. B. TESTS "Submitted under AAAA Master File#98-0036" 1. Test report on Rate of Burning,Ignition Temperature,Density of Smoke,Surface Burning Characteristics,Accelerated Weathering and Tensile Properties Test of"PVC Extrusions from 5 different manufacturer"selected by AAMA',prepared by ETC Laboratories,report#ETC 97-26440910,dated 04/21/1998,signal and sealed by J. L.Doldan,P.E. C. CALCULATION 1. None D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATION "Submitted under AAMA Master Fd'e#11037" 1. Procedural Guide for the AAMA Fenestration Exterior Thermoplastic Profile Certification Program(AAMA 1.09-11). 2. Voluntary Specification for Rigid Polyvinyl Chloride(PVC)Exterior Profiles (AAMA303-M). 3. Current list of AAMA Fenestration Exterior PVC Profile Certified Licensees. F. STATEMENTS "Submitted under AAAA Master File#12-1037" 1. Statement letter of code conformance to 2010 FBC issued by Turner Engineering& Consulting,Inc.,dated 04/25/2012,signed and signed by Lucas A.Turner,P.E. 2. Standards'equivalency report issued by Turner Engineering&Consulting,Inc.,dated 04/25/2012,signed and signed by Lucas A.Turner,P.E. 3. No financial interest issued by Turner Engineering&Consulting,Inc.,dated 04/25/2012,signed and signed by Lucas A.Turner;P.E. G. OTHERS 1. Letter stating that Mikron Industries,Inc.is a wholly owned subsidiary of Quanex Building Products,Inc.,dated 10/10/2012 and signed by David C.Gadd. "Submitted under NVOA #06-1220.01" 2. Member acknowledgement letter issued by Mikron Industries,Inc.-Spectus Systems, on 08/03/2001 and signed by Douglas'W..Allen. 3. Compogent It4ehg L,A* iseu0d' by American Architectural Manuf rs Association dd 09/47, O*j ajd signel by Dean Lewis. .. ... .. . . . .. pl�ypI3 carlos M.Utrers,P.E. • ••• 00: ••• • • Product Control Examiner • • • • • ••• • • NOA No 12-1017.02 • • • • • • • • • Expiration Date:December 26,2016 Approval Date:February 7,2013 E-1 . . . . . . . . . . GENERAL NOTES: SWING DOOR & SIDELITE - LARGE MISSILE IMPACT 1,THE PRODUCT:MOWN HEREIN ISDESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC).CURRENT QDomonmo EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474 --i 79"MAX.FRENCH DOOR WIDTH ' 36 3118'MAX. IN ASTM E 1998 PER THE FBC. WWW-CWS' C 1 SIDELITE WIDTH 2.GLAZING OPTIONS:(SEE SHEET 4) 37 5/&-MAX i' 33 518'MAX. 87Mi Q/50 PVC ( PANEL WIDTH PANEL WITH !! 3.CONFIGURATIONS:SINGLE OUTSWING,SINGLE OUTSWING } 28w1SIDELITE(S).FRENCH DOORS).22 S 518• 18" R(S).FRENCH DOOR(S) SWING DD R GLASS DLO 1 GLASS DLO D w151DELTTE(SI,SIDELITE NOT ATTACHED. I IMPACT 4.LOCK OPTIONS: I t i 1 UP TO 8'8': t Lo • _ I 97" A.DOUBLE BORE w/TWO(2)INTERIOR FLUSH BOLTS. �t i• • 70 •• • • ! 1 MAX HANDLE SET 0 36" . . j UNIT B.MORTISE LOCK wt TWO(2)INTERIOR FLUSH BOLTS. =c •• E HEIGHT HANDLE SET®34" w •• •�j� •i • • E { ' C.MIULTIPOINT(4 PT.) • C • • I C o 94 S8. HANDLE SET 0 34" 1 w d m •t &' ' X • • X FLUSH BOLTON U12 `{ 12 4 MAX ABOVE S 8: i I Z MAX INACTIVE PANEL t PANEL A MULTIPOINT(5 PT.) •• •• PANEL-• • • • HEIGHT, HANDLE SET 34- 0* 4' •• :• H Hf•! • B I 5.DESIGN PRESSURE RATING: ( Z • •• 841(1W6` I 1183 � t -NEGATIVE DESIGN LOADS BASED ON.TESTED PRESSURE AND i ; O • LA SEE• •�� I DLGLASS GLASS TABLES ASTM E•1300-04. i •• ••ii NOTE 40 1 -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE.WATER t • ! { •• { INFILTRATION TEST PRESSURE AND GLASS TABLES 40"MAX SINGLE ASTM E•1�0-04. ! oA DOOR W IDTH i 6.ANCHORAGE:THE 331,2%STRESS INCREASE HAS NOT BEEN USED I t i I'cs 37 SW MAX D IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 11-12 FOR ANCHOR i• ••• •••• FRI�IGH DGOR PANG•WIDTH j SIDF_UTE DETA9-S.W INDLOAD DURATION FACTOR Od@1.S WAS USED FOR WOODyttHtal�sti • a GLASS DLO ( '�� !j ANCHOR CALCULATIONS. �44pORI W� ••a• �A 7.PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE �`j•'.ONg'•`Q��ii 91/2' NOTE' NOT REQUIRED. No FROM 58241 �fi� HINGE SPACINGS ARE 8-112" a 9T i FROM ENDS AND 20"MAX.O.C. 8.ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER.PANELS 9*! ' MAX. 1 20' FOR 81'TO 9T UNIT HEIGHT. ARE PROCESSED AND ASSEMBLED VIA TIE ROD. 6 -its UNIT STATE OF W HEIGHT 1 9.SERIES 1 MODEL DESIGNATION SD-8700,FO-8750,SLT-8710. eC�._4 �A' 10.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: '��tF�q O RMS?.• 963116" 1 X=OPERABLE SASH.O m FD(ED SASHPAN X t 13 I HEIGHT B 11.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS IN A SIMILAR Yx LOCATION. 843116 12.INTERIOR FLUSH BOLTS ON ACTIVE PANEL TO BE ENGAGED PRIOR TO # LUCAS A.TURNER.P.E. SEVERE WEATHER, i FL PE 0 58201 GLASS SEE 1 1239 JABARA AVE. NOTE 4 13.QUALIFIED ALTERNATIVE LOCKSET/DEADSOLT HARDWARE IS 11 11 GRADE 2 BY PAMEX AND DELANY. ` NORTH PORT,-1 34288 8 712" PH.941 380-1 574 A 14.MAX PANEL W IDTHS APPLY TO ALL CONFIGURATIONS,MULLED OR i BFt NON-MULLED UNITS. GENERAL NOTES AND TABLE OF CONTENTS SINGLE DOOR i ELEVATIONS GENERAL NOTES&ELEVATIONS_...-1.3 Lucas A N oa 033-5/8"x MAX.PANEL SIZE DESIGN PRESSURE RATING IMPACT RATING Tumor TP- GLAZING DETA{iS........-.....„...................4 .ADE 09108111 I SECTION VIEWS_....-..............._..........5.7 2015-04-22 BOM......._...............................-.........-..e � a 10:26-04:00 cae exrRusloNs.._......._..........._ ._.._M.s37-5/8 x 95-3/16 ANCHORRUSIONSCHEDULE&NOTES . ........to +!-70 PSF LARGE MISSILE IMPACT CWS-641 a INSTALLATION DETAILS......._..»....._11-12 94-5/8" 135 SHEET HOT 12 151 3/8'M%LBWTWIDTH 414 gi tt�i�� 36 3/18"MAX '�v SIDELTTE WIDTH MAX.FRENCH DOOR WIDTH 1900 SW 44TH AVE I OCALA,FLORIDA 34474 r i W W W.CW&CC 33 5VPANEL WIDTH 1 { PANEL WITH ff=/10/50 PVC SWING IWR MAX IMPACTUNIT { HEIGHT I �d3 • 94 5i8i i •• • { 95 3x16" I Tao ••••f PIDELTTE • Q• X X O PH OR ••••• • •• • BOLFUJT f �'m 84 3118' •• 91DELTTE ••• • SEE 04 DOOR ••••• • LASS .• . NOTE 4 GLASS ••••s • •i i•• • SIfTt DLO 1 t W ••i•s i i cc w GC i • •• ••i 2$ d•� 265/8" " { alar •••••w GLASS DLO GLASS DLO �� i • • ••••e• j i ••••• •••• ••i•••• FRENCH DOORw/SIDELTTES � 4{Z . . { ••••••aseos 115 WIT MAX UNIT WIDTH y 76 3/18'MAX.UNIT WIDTH 363M6"MAX 78" -"� 36 3/18'MAX 40"MAX SINGLE + d • SIDELITE WIDTH MAX FRENCH DOOR WIDTH r v; Wo 58201 LP f£ SIDELITE W IDTH I DOOR W IDTH r j 33 518'MAX i 375V MAX 33 5J8"MAX i 37 518•'MAX [ PANEL WIDTH I { DOOR WIDTH PANEL WIDTH # DOOR WIDTH �,��• STATE OfJ*Jd` t OR1 �\�,� it 97' tol- UNIT ; MAX ! i HEIGHT i j BHT II I 411 15 94518 94 518' PANEL LUCAS A.TURNER,P.E. SIDEUTE O X X 95 16' SIDELTTE p jj4 HEIa}iT FL PE#58201 HEIGHT PANEL HEIGHT 1239 JABARA AVE. RJJSH HEIGHT NORTH PORT,FL 34288 63 518' 1 BOLT 83 518" 16' Eii 1380-1574 GLASS SEE INACTIVE 843/1b' I ' SIDELTTELNCO) R P""�' GLASS t GLASS SS , GENERAL NOTES AND I f SHTt DLO t ELEVATIONS 225 ' 285W €,- ADE 09/08/11 26 5Ar.4 GL I ASS DLO GLASS DLO GLASS DLO GLASS DLO owex: { RffV- SINGLE DOOR w/SIDELITE CWS-641 B I FRENCH DOOR w/SIDLTTE 1:35 SHOE 12 a 40'MAX SINGLE 79'MAX FRENCH DOUR WIDTH 36 31lr MAX. DOOR WIDTH SIDELITE WIDTH tARA a SYSTom 375V MAX. 37 SW MAX. 33 SW MAX i 1900 SW 44TH AVE. PANEL WIDTH j II PANEL W IDTH PANEL WIDTH rOCALA,F dx RIDA 34474 WWW.C26 518` 2ow 22 SIT GLASS DLO f GLASS DLO !I �GLASS DLO I 8 U2° HINGE SPACINGS I- 8t 870011 OW PVC 61' FLUSH ARE S•112"FROMall FLUSH SWING WOR MAX SOLT 215!16" ENOSAND21-5116' Hf MAXBOLT UNIT HEIGHT � IMPACT UNIT MAX.O.C.UP TO HEIGHT` 81"UNIT HEIGHT. '• +• � 793!16', 785!8° • •79 le • xi• HPENICHTi X X HE1� E a 0000• HENT • ! 67618" I i � pc • ••• E18' 1683116" SEE GLASS f I I w `••• •• DLO :�• DLOSS SNOTE F1T 4 DLOGj" ! ` i }w d m i9.9• •• • I 8112" { I 10 i 1 v o I Lo •• •• • •• R FRENCH DOOR SIDEUTE I i R �$ W 00400 99 • 9.00 i Fu tiii g • • •• 11 _ U iii • • •• 0000 t tQj to 0000 • • 00000• I t f a Ni w i ! � o 0.00•• •00• ••i••• • •99• • •• 00009 9990 • • att{� Nye • • 0000 1513!8`MAXUNiTWkDTH 112318"MAX UNIT WIDTH 36 3116'MAX 79'MAX FRENCH DOOR WIDTH 36 3116"MAX 40'MAX.SINGLE i y.JG;•�� F'•.'N+� SIDEUTEWIDTH I SIDEUTEWIDTH 1 DOUR WIDTH j4 Na 5=1t�'A'z 33 518"MAX. ----j!-375W MAX-1 33 548"MAX 37 618"MAX 7PANELWIDTf PANEL WIDTH PANEL WIDTHJR. PANEL WIDTH �pQ •gTAYE OF .0,AV 81 Rl BOLT UNIT UUNIITFLUSH T SOT 793/1 ,•��$sttmly i a�aa IT 793116, HEIGHT DOOR HEIGHT I 78 5fr DOOR PANELSHIT 20 X X 0 HEIGHT PANEL EIGHT ZITE0 X 0 I HEIGHTLUCAS A.TURNER,P.E. 3116" 67 683116' FL PE#58201 SIDELITE DOOR DOOR 33 1239 JABARA AVE. GLASS SEE GLASS SIGLASS NORTH PORT,FL34288 Dl� N4 1TI DLO OLLDLO PH.941-380-1574 L 11 �—i 1-22 SW 26 S/8' � GENERAL RTES AND GLASS DLO GLASS DLO GLASS i ELEVATIONS GLASS DDLLO GLASS DLo w . FRENCH DOUR w1SIDEUTES SINGLE DOOR wISIDELITES ADE 09/08111 C. R CWS-641 H SHEET 135 3 OF 12 oLAS9 TYPES . tmAx.laaT HEIGHT SNFJ SIDLE Pfam 1 1940 SW 44TH AVE. OCALA1.OVERALL _!, __1"OVERALL B YdWW,A A A ;WWW. FLORIDA 34474 B CVdS.CC ' 3116"TEMPERED 3/1S"TEMPERED 15116"AIRSPACE i 316"AIRSPACEjlawCi i • •• 1 • i o •o:o•• • F �}• 1t2`LAMINATED 7/16•LAMINATED SLANG DOOR ..•... •I I { IMPACT • o • •1 a I 3115^ANNEALED 3/16"ANNEALED 1 ••�••• •:•••: • � • ,�DUPONT PVB INTERLAYERMQI I SENTRY GLASS TONOPLAST INTERLAYER � {{ •1 • • �i • •• M•• -3116'ANNEALED +-3!16"ANNEALED • { •j••• •• ••i i• •• r ! SIKA-SIKAFLEX 552 or SIKH-SIKAFLEX 552 or t i w „ • t• 1 t HENKEL-PURFECT GLAZE"H° ! 11 HENKEL-PURFECT GLAZE"H" u m • • • • • • • e • •� co •• 3/4'GLASS BITE # 314'GLASS BITE •• ••• ••• •• 10 I Wap • •••• 1p f al ! ••.o•e ; ILIO 1 ,TC3.•�. E.;g•y „.,Si:t Na 58201 s I *P A '*Si STATE OF '� 1 4il 15 i LUCAS A.TURNER,P.E. i FL PE#58201 1239 JABARA AVE. ` i NORTH PORT,FL 3428S PH.941-380-1574 SHM o TM: GLAZING DETAILS DATE:ORAWN BY: GLASS TYPE A GLASS TYPE 8 ADE 09/08/11 r. ev CWS-641 B SHEET 1:1 4 QF 12 m1TERIOR sYxrrm (10 Q" /1 7900 SW 44TH AVE. 7 .:.i\ �.J p(;p{,A,FLORIDA 34474 } I www Cw6.CC r i $70 io/so PVC • ' SMNG DOOR ••• I IMPACT `t r � r r • •••••• j j U f i `� 0 • ••.••• j 47 t a 1 a 6 ' I ! sTQ Z >I lffi E5 SECTION VIEW B-B I m+4 O f ta { i liaifl�� w t No 58241 t 9t STATE OF tv. 3 ALTERNATE t ALTERNATE 2 :. gRt 0 R 411 Is �5 MORTISE LOCK wt FLUSH BOLT MULTIPOINT LOCK LUC FL PE 9 58201 P.E. i 1238 JABARA AVE. NORTH PORT,FL 34288 0 r PH.941-380-1574 SHEET 7a DESMPTM 69 SECTION VIEWS SINGLE DOOR I'DRAOY: DATE: 8 w ITEMS NOT SHOWN FOR CLARITY: i ADE 08!08111 10-12,13,16-17,22,43.48,54,57-58 ra a - l�°J J ITEMS NOT USED IN VERSION SHOWN: ��CW:S-641BSECTION VIEW A-A 23.&8,15-16,25-28.30-34.36.40,43,52.53,60.62,65-86,72,76 Zt30 9 9Z:1 133HS 9L 111L 109'99`95.39'89'96-54'34`06'53`9I-St'8-9 g t qg$ O :NMOHS NOISa3A NI cash ION SM.0 ao LS`45`E6`BE 9£'83 93 ZZ`LI SI'£t Qt 9 133H 33S'a000 31ONS OI t1 ORO 3av :AltaViO a03 NMOHS ION SM" HVInS N01103SWOLLUAA:31ad NMVUO x000 HON3ad SM31A NO=138 138 4LSt-08£-t46'Hd f S834£'a'IaOd HIHON i '3AV VaVSVP BBZI 10399#3d li i d'a3NHnl.'V SVOnI i 0��•� ,......js8'% sao�•.,9'., a0 'B1VI8 %tq% ' f 0-0 M3tA N01103S i Duni 4 9 tr�6�tr 6t s�j`F (�9 It miVi'cOi E 1 t l i l i gig y i I i 1 1 � V�V i Int t i� ••. • •tn t I i • • • • W D m• • • •• •••�• cm 1 • • j L 89 t9 E til tb tiJil S�19 • ( :••••• • • ml lOt/dWl ii00 00 •••�•• # 00 0 OAd WOW= � aaa3lNi •..• L/ I 0 �'SMO'MMM 1 >LVK VMOIW IVT400 'BAY Hl"M9 0081 tNTEAiOR �;-' 1900 SW 44TH AVE, i GALA,FLORIDA 34474 li WWW..ACWWrS.C�rc v (50 • I SWING DOOM •••• 9 IMPACT ••�•• 5 •••••• N w }I ••••• j •••• �� , �w a m • • 19 � Ca4p l 14 4 • •••• • •• ••• SECTION VIEW E-E i o N 00 00 L>L1 IR • SEALANT APPLIED TO ± I Q Q w ADJOINING FACES BY INSTALLER I 1 Iml<Z INTERIOR t i ,."o oA,tl13°R�6V rG4. #10 HEX WASHER HEAD TEK .• At JOINING JOINING DOOR FRAME TO SIDELITE. .`t�V••` F Z E S'FROM TOP AND BOTTOM ,.,r N. 58201 '+ I 1r MAX.O.C. �a STATE OF P1 r LUCAS A.TURNER,P.E. SEALANT APPLIED TO ®010-24 x 1-314•TYPE F FL PE#58201 ADJOINING FACES THRU HINGE INTO SIDELITE AT EACH HINGE. 1239 JABARA AVE. b BY INSTALLER SEE SHEETS 1&3 FOR HINGE SPACING. NORTH PORT,FL 34288 PH.941-380-1574 SHEET'D 11pJ: SECTION VIEWS 9 ATTACHED SIDELITE ITEMS NOT SHOWN FOR CLARITY: SY: SECTION VIEW D-D 10-11,16,22,28,43.57 ADE 09108/11 j ITEMS NOT USED IN VERSION SHOWN: ��- 3 1-3,6-15,17-18,2D-21.23-24,2r3,-27.30-39,41,44-4 48-52,54-56,58-61,63-71.74-76 CWS 841 B SHEET 12 7 OF 12 TTH91 PANTS 1093CFeWN pprg LIST MATEN& VENDOR PARTS PAWS LIST PTION TEFRAL VENDOR 1 H 7833 ,t1EAD ALUM 51 P-131 GAS W, CK F PRODUVVINIDIOW SYSTEM 2 H 1857 JAWRAGAL,INACTIVE,FD,PVC KEYMARK 52 P-5134 ,#10 X 1 4 T TYPE F HNGE FAS TOW 3 H 1858 ASTRAGAL,ACTIVE,FD,PYC KEYMARK 53 -5151 C�1S .S }� 1�SW 44TH AVE. OCA LA, H 1869 ERT. AL 54 P-6157 #10-24 x 112°,FI lhx�ut PH,18-85 @ PER g w FLORA 34474 �W W W.CWS.CG 5 H-1861 RENFO ENT A EYMARK P-5158 BOTTOM B TEAM 6 H-1878 E,S ALUM I KEYMARK 55 P-5172 WSTP..370 X AST TRI FX BLACK UL FAB 1-1-18110 E,JAMB ALUM KEYMARK 57 1 P-5174 SCREW 08 X3/4 HEXWASHER HEAD,@ FRAME FASTENAL $wimo Pvc 8 ---H-ISM E,SIDELDE @ DOOR ALUM KEYMARK 58 P-5186 SCREW#&32 x 1-114 PH,FL MS,SS @PLUNGER SS FASTENAL SANG DWR i• •i• H-19W M EY HEAD. ILL KMARK 59 S-1783 LD,HIGH RIS ALUM MARK ! • 40 P-3039 BLOCK,1l8 X2 FRANKLOWE so S-1784 R ENT A KEYMARK IMPACT P CiU1�°H° tKA- 61 5-1896 C OVER,JAMB. ALUM •i 12 0.3503 SCREW!8 X 1tsT iH TRNSS SS @ ASTRAGAL CAP FASTENAL 62 54016 COVE ,501,S E ALUM MARK w • 13 83511 88 x K D BRKT FASTENAL 63 5-1817 D CAP KEYMARK •• •i�• P-WB7• S #BX 1° FWrT K @ GAL INSERT, FASTENAL 64 S 1840 COVE AD,ANCHOR K 0 • 1 #10 @ S ASTENAL 65 5-1849 INSERT,NA NL HARDWARE KEYMARK 0-4146 S #8 X T SS S TENAL 1859 COVER ASTRAGA FD ALUM KEYMA •• •}9• P-42780 PAD. 20s°•t Z50°W/ADHESIVE ULTRA 67 5-1864 NS RT,FRONT,B ATTACH SIL M KEYMARK m 18 P 1 114.P 3- @PANEL ASTENAL 66 S 1865 ERT BACK,BTM A ACH SILL ALUM KEYMARK i z i• 0160 P-4774 WSTP, S,P AM SBURY 69 5-1915 BASE,SW ALUM ! O • 20 044790 T, BTM SULLIVAN 70 5-1916 DRI'COVER,SWEEP ALUM KEYMARK �+ _o 0 •• •3i• P-4794 #8 x WN QE."TTEX @ RERT A A FAS NAL 71 S-�i PANE TOP/BTM RAI S 5-DOOR PVC MICRON R gW • 22 P THREA MASTER 72 5.8083 PANEL,TOP/B RAI-,ME-Sp>ELIiE PVC MICRON I x' O OC • 23 P 7 E, • • HOPPE 73 5-6084 GLAZIKi BEAD(11) PVC RCXN !°HE E •• •Zq• 6ET • • HOPPE 74 H-1888 REINFORCEMENT.VERT.,SINGLE DOOR ALUM25 P 48 50X750 0 BULB S >z @ SIDELITE A BURY 75 GLASS SE SHEET 4 1 w 26 P-4MO LOCK STRIKE PLATE PADDOCK 78 H-1�2 RE RCEMENT,VERT. ALUM KEYMARK 1 > >fl 27 044864 RHINO STRIKE PLATE PADDOCK 77 P-4887 MOAME PADDOCK i 28 P GLIDE,TE ROD NYLON &M tarlrrr 29 0-4871 ROD BRACKET ZINCSULLIVAN ,��C►tip rt 30 P-4885 SHOOTBOLT,70P PADDOCK ,►� i. 4 31 0-4888 S TBOLT,B TTOM• PADDOCK ''GEN L 32 P-4851 LOC�IKBAR,INACTIVE,8 FT PADDOCK 32 P 4 LOCKS MUL INT,SPT,8 FT PADDOCK Na 58201 32 04901 LOCKBAR M TI-PONT 4PT,68 FT PADDOCK A =*>r 32 P LOCKBA INACTIVE,6'8 FT PADDOCK r�'L STATE Of i�4 33 744603 HANDLE SET,ACINE PADDOCK ~re„�s�'R�NO R tie 34 04905 HA SET CTR PADDOCK 35 P-013 WSTP,.50X50 FOLDED BULB SEAL,@ DOOR SCHELGEL 36 0-49/7 CAP,ASTRAGAI,OUTSIDE NNYLON M&M 37 P-4918 GUIDE, T, CTRE P M&M xZ 38 P-4922 COVER,INTERIOR,FLUSH BOLT M&M39 P-4M P,AS L,NS®E M&M BEAD SILL 1 40 P-49M SHIM,SIDELRE,DOOR PING LOGO NYLON M& LUCAS A TURNER.P.E. U[ P-513WO 27 E,FLUSH BOL NYLON &M ALL FRAMES ARE MECHANICALLY FASTENED FL PE#58201 SCREW,#t0 X 1-1/4HEX HEAD TEK @ SOELTTE ATTACH FASTENAL 1239 JABARA AVENORTH PORT,FL3428633 NUT,318"-16 FLANGED W/SERRATED LIP. ,@ PA L MOMASTER PH.941-380-1574 34 SCREW,#12-24 X 112, H FLAT,MS,@ HNGE FASTENAL u PTM: 36 DOOR KNOB,ACTIVE PANEL DELANY 37 DEAD LT,AC;TN P DELANY BOM 89 SCREW,#10X2°RENF.A ACK FASTENAL 7 STRIKE,DEADBOL ADDOCK • 127 S ,#12 X2",PH AN,SMS,ANCHOR FAS NAL ADE OW08111 130 GASKET DOOR BILL,FRONT FOAM HO PRODUCTS owea. - CWS 611 B ALTERNATE APPROVED LOCKSETS: SHEET { PAMEX GRADE 2 LOCKSET AND DEADBOLT 1:1 8 OF 12 z 4 do 6 9:1 nnNUNn-ro 9t-M 38V sNOisnuLx3 iiv:aim 133HS I e 4vs-sn� 6991-ttaAo3,vDva.tsv • -� MV-INd 3MiOVNt'1H38N1 41180160 ! 30V 0061-3.t.ft30is -Uva :/8 vaa "St-.LNOHd'iH3�ll Aft MI t ,9Llt � p•- —F sNoisnuix3 .9V9 LL sut sttz • d&! 133tD' E---•4—.9L18 �•9f81� �• { s tt94-OS£-Lts'Hd � a S8Zt8-Id'1HOd H1HON 1 t '3AVVHVW693L Z88L M31A3JHOMMU 098E-1N3W30tlOdN13H --•9116t 10M#3d 1:1 '3•d'li3NHfU.'V SVOM —� 9981 NOV6'Sl33SN1 1991-31ft30Es 9161 tl3ACO"0 .9llt � .St/t I �t►dtitijty�. .gut y .9LJ9t�Z• .9tAJtZ - ♦�' ...,«..,SAM- 4- .91/1 .9t/EL L11 tl O jy 9�Q�� i �Pq.• dd ialV1S '•.d;, l } �.8t164 t �.---•.�-.t(E 9 ut �3•, 91st-d33MS3SV8 ' ♦~ 111 ?'s� �7QS0,�.•'��u�� .9114 8981-1N3bV30tlOdN13tl 1981-lN3MV30HO3M3H �•• .9trBt L.9V tBt-dVodIHO cast-UnWH00a � .11E I)iy Dmf S (! 1 jp c ct ,91/914 „9u4 j .8Ltt .9V91a AM .. { t .8lt t i! • 81/8 t t i I 1 vtv ; tE 9481-tl3A00 31C1301S { � • � •• z ! I MW QV39nNIZVMOAd 11� • •.•• •.•• •.•.. G .. !p tf .84rt .We • •..• •81184 • • .BM L •..• •• • • L os i ' E809-i3NVd H000 OAd • • • Omm 1 �.8tEZ- I----.ma •..• 818t-1QS •...• R A • ml t f SM H3AODWMA tSBt-1N3W30HOMIU .941E •..• • • � •• t � 1 1811 H3"nu 9 • .9 LR F 08 8!£ L j L.4lt (III . • .9 fi • •..• IOVdWi �� ,411Z- -•! .91f1 € j ••• •...• ��. ' 9/9 i xt9 .. . •..• . E OAd 09/0WOOLS .9t/st EeaE Od9y t 0H31-tl3A000V3H ESL1 0-IOHS3HH1 silt � i 00SM0MMMt .9LlL @—�t� .8L/1t t146EY�H0'13'VltlOO� �L � _N t8�� ,811E .9LtEt L L Ln i 3Atl Hl"AAS Mot 1Tf Z _i Sii3JSAS Mik1A �.9tllZ �i••---.ttEZ �.t1Et �•9LM4 ' � Yvn�Yv sysr� ANCHOR Q MIDSPAN(fYP.) ) e(TYP') 19M SW 44TH AVE. S"MAX.(TYP.) �4'(TYP.) ANCHOR®MIDSPAN(TYP.)1 ` IDA 34474 S'MAX(TYP')^ � ( E � � � 2'(TVP.)-W00DNETAL �MAX(ClP.) ( 1 1 4•(�y 2-(TYP.)V OODIMETAL . '. s"MAX(TYP.) ( 8700/10/50 PVC • ••i••• SEE NOTE 2 SEE NOTE 2 € SWING DOOR •• ee• • • IMPACT • P71AX O.C. i ••i 17'MAX 1 1 • INSTALLATION O.C.(TVP) INSTALLATION ! t tw •• ••• • *Qw-)•). • •••• ANCHOR(TYP.) ANCHOR(TYP.) ;p • ••• • •• • ••`f X O JF� O• • !w 4 a}D• •e 0 0 :000a o fAtee• • •e• II I § 13 z 4. w• 117 V Ii- •• ••• •••••• • SIDELITE DOOR SIDELITE SIDELITE DOOR DOOR SIDELITE ( €ga Ito w e••• ANCHOR LAYOUT-(FLANGE) ANCHOR€AYO T-(F€ANGE) € m ¢Z' CIRCLED ANCHOR LOCATIONS REAM ONLY IN WOOD AND METAL WSTALL.ATMa OO NOT INSTALL THESE ANCHORS INTO MA80NRY. r °°��si•��u►ry��p I NOTES: %'A%�. STATE of 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. `•��ONA4��+°°r 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1W. USE:SHIMS WHERE SPACE GREATER THAN 1116"LS PRESENT.LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHOJIS ARE NOT ALLOWED. 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED W THESE DRAWINGS,SEE TABLE 1,SHEET 11. 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD j LUCAS A.TURNER,P.E. FL PE 9 58201 MUST BE PROTECTED TO PREVENT REACTION 1239 JABARA AVE. 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED W SUBSTRATES WITH STRENGTHS LESS THAN THE NORTH PORT,FL 34288 MINIMUM SPECIFIED IN TABLE 1.SHEET 11. PH.941-380-1574 DEWF4 . 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS.EMBEDMENT SHALL BE BEYOND WOOD BUCKS.IF USED,INTO SUBSTRATE. ANCHOR SCHEDULE AND MTALIA71ONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE IX WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:a FOR MASONRY,2-3116'FOR HINGES(ALL SUBSTRATES),1"FOR W000 AND METAL DRAWN W. DATE. I� ADE _ 08!08111 8.WOOD OR MASONRY OPENINGS, DESIGNED AND BUCK FASTENERS SHALL BE PROPERLDESIGNED$Y THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WINO LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1,SHEET 11.CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 1 CWS-641 B 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SHEET FMA/AAMA 100(FIN WINDOWS),FMAIAAMA MINI ANGE W WDOWS), FMAIWDMA 25WX WINDOWS),FMAIAAMAN4DMA 300(EXTEf90R DOORS) 1:8 i0 OF 12 TYPICAL HEAD ANCHORAGE .--+{— MAX SHIM MK EDGE DIST. INTERK)R IW MAX SEE TABLE 1 MIL EMBEDMENT wwoowmnmoaw � II SEE TABLE 1 1900 SW"TH AVE. }' CONTWOUS DBL Ito'BEADS OF SEALANT { OCALA,FLORIDA 34474 SUBSTRATE BY OTHERS Ili AROUND PERIMETER AT ALL INDICATED t W W W.CWS.CC SEE TABLE 1 MIN EMBEDMENT BETWEEN FRAME AND SUBSTRATE ttt S SEE TABLE 1 BY INSTALLER. I MIN.EDGE SEE ABLEi • • DIST. I I 87=0150 PVC • •� •••• 51MfNG DOOR •'•••• SEE TABLE 11 N ANCHOR , IMPACT j •' •PERIMETERSE•lIIRI• - -� • —114"MAX.SHIM S?AESTALLER ;'•INSIDE AND OUT• i••••• INNERIOR � I i�ii� • •••• ••••`i •••••• • US DBL 114 tl�OF MN• INSTALLATION ANCHOR HINGE ANCHOR w .. • • � N PERI9EiER Ai ALL WDr4 W e SEE TABLE 1 SEE TABLE 1 POINTS BETWEEN NRAYIE AND SWSSTRATi 1 HINGE MIN.EDGE DIST.. • BY NISTALI ER.• •• •••• • •••• I SEE TABLE 1 1i Yi • •••• •••• •••••• PERIMETER SEALANT BY INSTALLER I ¢ ¢p • •••i • •• INSIDE AND OUT SE( MI).EMBEDMENT E i n°' a 4 OC i PERIMETER SEALANT SEE FABLE 1 a•a - SUBSTRATE BY OTHERS - I 3 ( 1 • •�1��•�•L __ SEE TABLE 1 13 HORIZONTAL SECTION i IN S ' Lu I I. 11�J TYPICAL JAMB I HINGE ANCHORAGE ' MIN.EMBEDMENT p f¢f Z 4 SUBSTRATE BY OTHERS SEE TABLE i a��s1y �e SEE TABLE 1 { �.�a � tj+ i I v t N4 58201t —MIN.EDGE DIST. ANCHOgSTHRU 1 81(2"(1YP.} J*t * e*3 f A VERTICAL SECTION SEE TABLE 1 HINGE(TYP.j ! �1 t TA ,11 TYPICAL SILL ANCHORAGE L i�'S S TES TABLE 1:APPROVED INSTALLATION FASTENERS ••��I SUBSTRATE TYPE A14MRTYPE MIN.EMmmENT AWL EDGE DIST. ! �ttthtm�u� CRETE(2.85 KSI MIL) 114 ELCO IRTRACON 1-314" 2-V2" HOLLOW OR GROUT-FILLED(5AU(ASTM C-90) IW ELCO ULTRACON 1-Iw 2-112" 21 5f16"MAX-� �5 2X MIN.SOUTHERN PINE(G=0.55) V4 ELCO ULTRACDN 1-318" 7t8" SEE NOTE LUCAS 8P.E. 2X MIN.SOUTHERN PIE(C-0.55) #12 WOOD SCREW 1-318° 7X* FL PE 8820 51 i 16 GAUGE(0.06n MIDI. #12-14 HLT)KWN(-FLEXOR ITW FULL THREAD112, 1239 JA13ARA AVE. I STEEL STUD(33 KSI YIELD MBS TEKS SELF-DRI LM SCREW THRU 0.060' NOTE: NORTH PORT,FL 34288 I 1t8'ALUM.(663-75 MIL)OR 812 GRADE 5 SELF-TAPPING/ FULL THREAD 1� HINGE SPACINGS ARE: PH.941-380-1574 it8'STEEL(33 KSI MIK) DRILLING SCREW THRU 0.125° 8-1/2' FROM ENDS 6NEE PTS: 21-Wlr MAX.O.C.FOR UP TO 81'UNIT HEIGHT. HINGE ABHORS RSM CONCRETE(2.85 KSI MK) 3116'ELCO ULTRAC ON k 4: 2-112" 20" MAX O.C.FOR OVER 81°UNIT HEIGHT. INSTALLATION DETAILS HINGE ANCHORS INTO HOLLOW OR GROUT-FILLED 3116"ELCO ULTRAC ON 1-ale 2-1/Z" DOOR CMU(ASTM C-M DRAWN W. € HINGE ANCHORS INTO 2X MR SO RN #10 WOOD SCREW 1-318' 718" ADE 09108111 PINE(G-0.W HINGE ANCHORS I LS GAUGE(0.060')MIN. #1416 HLTI KW OR!TW FU THFIEAD a. - STEELSTUD 33 KSI YIELD M TEKS SELF43RLUNG SCREW THRU a060" 1YL' HINGE LAYOUT CWS 641 B HINGE ANCHORS 11$'ALUM.(60Si TS OR #10 GRADE 5 S APPING I ;THRU TFffiEAD 130 s SHEET 118"STEEL(33 KS)MIL} PILLING SCREW THRU x125' 1n° 1 2 11 OF 12 TYPICAL HEAD ANCHORAGE WTEROR 114'MAX SHIM i coam MIN.EMBEDMENT I SYS9 @MS SEE TR�BIED SHT 11 SEE TABLE 1.BHT t i 190 SW 44TH AVE. COWINOUS DBL 114•BEADS OF SEALANT I OCALA,FLORIDA 34474 AROUND PERIMETER AT ALL INDICATED W W WCWS,CC SUBSTRATE BY OTHERS POINTS BETWEEN FRAME AND SUBSTRATE SEE TABLE 1,SHT 11 MIN.EMBEDMENT BY INSTALLER. MIN.EDGE 01ST. i( • 0• V/zSEE TABLE 1,SHT 1 t SEE TABLE 1.BHT 11 ? 6=10/,50 Pvc • • • ! •s•s• • 0000 INSTALLATION ANCHOR SWING DOOR PEk;�dET£I SF1�T•••�—�• • SEE TABLE 1.SHT 11 IMPACT gP�EFI&�ETER See MAX SHIM •If�k6E AND OUT? • i • I i to 0000• •• 9 •• •• NVT 1 � a�c ERIOR ••®ONFINOUS DBV IW MWDS OF° w .. •••JlAOUND P£AIppM£ R AJALL D kKK;AT1=Q n INSTALLATION ANCHOR t PBY TBETWEALLEICO j" D BSTP01 l SEE TABLE 1,S14T 11• i w i 6 rra 0*00 • • 0000•• � � i I�, a N 0000• 9009 00.• 90• s ( PERIMETER SEALANT BY INSTALLER- MdSIDE AND OUT — ••P�EE� • • SUBSTRATE BY OTHERS III11 t ' ••{ E AND •••• • SEE TABLE 1.SHT 11 (D)HORRONTAL SECTION •••• 12 n TYPICAL JAMB!HINGE ANCHORAGE I } a} w in i MIN.EMBEDMENT SUBSTRATE BY OTHERS SEE TABLE 1,SHT t i 1 I i j m!Q Oz 3 SEE TABLE 1,SHT 11 t l� ij� M MIN.EDGE DIST. t . ,.��GBA+SF'"2�•. SEE TABLE 1,SHT 11 C VERTICAL SECTION 12 TYPICAL SILL ANCHORAGE rq�L $TATE OF lyrW I Ing LUCAS A.TURNER.P.E. FL PE S 58201 1238 JABARA AVE. NORTH PORT,FL 34288 PH.941.380-1574 SHEET D , INSTALLATION DETAILS SIDELITE ADE 09/08111 CWS-641 B SHEET 12 12 OF 12