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WS-16-1735 rn*pC :., Gj sw �� Miami Shores Village PeXl�ii# W0httttei, 10050 N.E.2nd Avenue NEP .... � ork,C � ! a � �tior i�epiaeaTl Miami Shores,FL 33138-0000kkl =f. F� Phone: (305)795-2204e / t v Expiration: 01118/2017 e nate 1, p� Project Address Parcel Number Applicant 126 NE 107 Street 1121360070220 ILEANA ESTHER FAJARDO Miami Shores, FL 33161-7032 Block: Lot: Owner information Address Phone Cell ILEANA ESTHER FAJARDO 126 NE 107 Street MIAMI SHORES FL 33161- 126 NE 107 Street MIAMI SHORES FL 33161- Contractor(s) Phone Cell Phone FLORIDA WINDOW&DOOR (561)340-4300 Valuation: $ 11,852.00 _.:_... .. ..._. _._ . ._., __. _,.._ ... Total Sq Feet: 0 Type of Work:INSTALL 8 IMPACT WINDOWS AND 1 IMPA Available Inspections: No of openings:9 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $7.20 Invoice# WS-6-16-60293 DBPR Fee $2.85 DCA Fee $2.85 06/22/2016 Check#:5961 $50.00 $178.90 Education Surcharge $2.40 07/22/2016 Check#:6015 $178.90 $0.00 Notary Fee $5.00 Permit Fee $190.00 Scanning Fee $9.00 Technology Fee $9.60 Total: $228.90 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 thereto 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 i cd that alf-wor ill be done in compliance with all applicable laws regulating construction and zoning. Futhermore.I authorize the above-ne=ir to o thew tated. - July 22, 2016 Authorized Signature:Owner / Ap ' nt / Contractor "/ Agent Date Building Department Copy July 22,2016 1 �j� Miami Shores Village C T'N,r1T • � g I Building Department J N 2 2016 �k 10050 N.E.2nd Avenue,Miami Shores,Florida 3313E BY. Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 l�-V BUILDING Master Permit No.W S I6— I l3E' PERMIT APPLICATION Sub Permit No. �UILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF M CANCELLATION ❑ SHOP N i-, CONTRACTOR DRAWINGS JOB ADDRESS: 126 f=107 ST City: Miami Shores County: Miami Dade Zip: Folio/Parcel#:11-2136-007-0220 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):ILEANA ESTHER FAJARDO _Phone#:305-609-3194 Address: 126 NW 107 STREET City: MIAMI SHORES State: FL Zip: 33161 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: FLORIDA WINDOW AND DOOR Phone#: 561-340-4300 Address: 7108 FAIRWAY DR#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:Arch itect/Engineer:�ii�i►i �e/►-�_ 44=641" Phone#:�,S -07351(_O" ' �y c dress��.,�Gt/ ��-Vvnd, l 92 4- � City:&per' OU A@st_� State: 1 Zip:��. r Value of Work for this Permit:$ 5-oa Square/Linear Footage of Work: Type of Work: ❑ Addition 0 Alteration ❑ New rr ❑ Repair/Replace ❑ Demolition Description of Work:j&2 Sfa� . ad!!ti✓S d�'!a{ �_jr/hD�ai' �OO/_ Specify color of colour thru tile: � Submittal Fee$ so ' �� Permit Fee$_k4:.':;10 • CO CCF$ :: aCj' CO/CC$ P _ Scanning Fee$ 4�P- (S�-j Radon Fee$ a - DBPR$_�_ Notary$ j-00 Technology Fee$ 4:::T Training/Education Fee$_cD' 40 Double Fee$ 0 Structural Reviews$ Bond$ 0 TOTAL FEE NOW DUE$ O (Revised02/24/2014) 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 good 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__ 4instr WNER or ENT CONTRACTOR The foregnt wasacknowledged before me this The foregoing instrument was acknowledged before me this _day of 20 J by C2 day ofV V✓2e 20 /G by who is personally known to �SL.o►tt f3er4,9d 4 ,who is personally known to me or who has produced asr who has produced ! as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: eSign - onds Print:oanna M FelicianotPay P0,y Commission FF 082753 Seal: HOWARD SIMKOFF xpires 0111212018MY COMMISSION#EE 830795 sr EXPIRES:August 27,2016 'rFOF FOV Bonded Thru Budget Notary Services APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application-Miami-Dade County http://www.miamidade.gov/propertysearch/index.html#/report/summa eOFFICE OF PROPERTY Sum ary Report Generated On:4/4/2016 Property Infonmado Folio: 11-2136-007-0220 Property Address: 126 NE 107 ST . Miami Shores,FL 3 61-7032 Owner ILEANA EST FAJARDO Mailing Address 126 OT ST IAMI SHORES,FL 33161 USA Primary Zone 1000 SGL FAMILY-2101-2300 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY:1 UNIT Beds/Baths I Hail 2/1/0 Floors 1 ` Living Units 1 Actual Area 1,462 Sq.Ft Living Area 1,162 Sq.Ft Adjusted Area 1,301 Sq.Ft Taxable Value Mfotmation Lot Size 9,225 Sq.Ft 2015 2014 2013 Year Built 1940 - County Assessment Information Exemption Value $50,500 $50,500 $50,500 Year 2015 2014 2013 Taxable Value $42,578 $41,840 $40,476 Land Value $163,894 $154,253 $87,509 School Board Building Value $90,550 $88,208 $88,208 Exemption Value $25,500 $25,500 $25,500 XF Value $905 $918 $930 Taxable Value $67,578 $66,840 $65,476 Market Value 1 $255,349 $243,379 $176,647 City Assessed Value 1 $93,078 $92,340 $90,976 Exemption Value _ $50,500 $50,500 $50,500 Taxable Value $42,5781 $41,840 $40,476 Benefits Information a Regional Benefit Type 2015 2014 2013 Exemption Value 1 $50,5Wl $5.0,500 $50,500 Save Our Homes Assessment $162,271 $151,039 $85,671 Taxable Value $42,578 $41,840 $40,476 Cap Reduction Homestead Exemption $25,090 $25,000 $25,000 Sales Information Second Exemption $25,03D $25,000 $25,000 Previous Price Book-Page Qualification Description Widow Exemption $500 $500 $500 12/08!2015 $340,000 29886-3624 Qual by exam of deed Note.Not all benefits are applicable to all Taxable Values(.e.County,School 11/17/2015 $0� 29859-3776 Corrective,tax or QCD;min Board,City,Regional). I consideration 12/01/1993 $62,000 16182-0914 Sales which are qualified Short Legal Description 0ppoo-0p000 10/01!1990 $ti Sales which are disqualified as a DUNNINGS MIAMI SHORES EXT NO 3 result of examination of the deed PB 42-33 LOT 6 BLK 208 LOT SIZE175.000 X 123 OR 16182-0914-1312931 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Properly Appraiser and Miami-Dade County assumes no HWAt),see full disclaimer<,nd User Agreement at http:/ANwwmiamidade.govflnfbtdisClairner.asp Version: .1 of 1 4/4/2016 4:28 P: INSTALLATION CHECKLIST �-ftOjJDA Palm Bomb Conlru,MWft U418*ft(561)624-W37 r w1alt<lVa9t W ,8311561)VII& ht 1 Carporam a MIDI M-61101Wra Beadr 1 rico~Ail must be in*Yft on rte contract -` fl� IMO It.taarft"ofn2)621--5go5 i'lo&Sabrt t.ucte D 378.377111 MbW 13(%1)M-7555 Schwa 2 Conlan tans.—ft require at laast 2 teispiwne AuMbem and an Small adttrew foam eMy Tyr ou Please agree to provide this k�trerar and the bast phone numbers to oanied n _ A78plm �118131475-755STmnpa 1321)332-1237 Orlarms you hour8(8.5). �✓" Av1n1 CLIC 1509&50 S Proje li Coordinallont Nbu will be asafourregned yoProject Coadbudorrdro YMbs responslhle to schedule the dates of your meaotre ktstaiistlon and mutes lam. d>�TOt ftflmdOw6 11�Nsbad andsltp* randq swusle hmD van,pmjedCcordl»flwvAlcomeetyou pdortoyour Installation and!letyou know theflme FZfotkYWhlsd�fi _, killuilli wAndmmdoavrnw*woWoeWmonOmtemodomdkkm y=Crenoistoerdvswbfubrafourhatslmehame;forexemVe8-12.bWttdoes adflarill _ pana�rad araoatroradbibso�rrt�►Plk febYthslin�edtldarard� varydepentling arMlocation,traftandmatertalplakup. udl9rapptrlrralandroof eltasdorle ateBsaad reataro predt,ud, a ftme- mWIs h ��U1�N�which pp �l the InwilaWappVd1rRWY Occur CUSTOMER INFORMATION v 8-t1 rsweice o}"8ollef being notes oftue approval by the HOA in wetting.Stroll contract imiude special order items,pale andosures,construction.HWmtcl Board Approval, �l renderings or alts speaft angineeft the approximate installation date will be Ctltstomor Maine 1L. 67��+ �f}� -R pc' A ) wens-11 vreakaof"provalbythem unlolpalR,, 6 Insiallailon dates are weather peradtthrg,we use Iosel weather reports as our guilds due to Mom 1 '.01.t®Number j �� - lroollalnn Learns using power mora.We use are bel Judgement to am"the sataty of qtr' �J Crews and SM.If your Installation Is cancetlea for any mgr other len weather we VI gladly Issue you a credit of$10000 for your Intonverdenoe. n6 A responsible adult 18 yaws or older must be at the Installation sits at the beginning and Ste: f G�j the end of rte Jcb.The head brstalter`M do a wept around with you prior to starting work .lob Address to mess any exldng damage.landscaping,or any property that could be affected by the CRY: �( l 444 t S J1 pR� oonstrucdon.He Is avail"to answer any questions you may have at that time.The head Installer Is also required to do a post Inspection when the jab Is completed.We want you to State: zip: 3.31C / make sure that we exceeded your expectations,so So over the Job very carefully.R time Is t anything that needs to be addressed,he will be able to take care of it,or ensure that any necessary parts are reported and ordered.Your balance due be payable by cash,shack, Street: money order or credit card.If you are using our financing program a completion ellp may need to be signed.Your Installer will need to collect at the end of the job based on payment ®Idling AddroeliiI;1 City: schedule of the Job. 7 Installation Team....We only use authorized Rorkia Window&Door IretaRers.AN wont Is t�. Zi : guaranteed by Florida Window&Door,so you never have to worry. e Power....Installers will need m use your electricity.They do not carry generator's.l agree to Mr. Cell { j supply access to my power. Chlldren .d pete..Aaaba provide a Safe location away from fie area during 00 inalalltltion Mr. Work { j Process.Installers use power toots and we dont want anyone hurt. 1 itched wood Is beyond our control.if we do find rotted wood,there will be additiMl chargee for replacing It.it It's small don't wony,we got Ill Your protect coordinator wlp notify you if this Mr. Email �� Qp. /� A.,1 J t happens at the start of the job. We will obtain all necessary building permits,elle specific engineering and Information as MrsiMs. Cell ( ) required by the municipality.The owner will bre responsible to sign,nwarks arta retu n all permit documents and to provide the Home owners Association contact htormetion and when apppcable assist us is the submission of the application to the Association.Homeowner Mrsift Work ( ) admowledges that fie length of time to manttfaoture the product will be dependent our the timely return of the documents,the Aseodation approval and the permit application being Mr$1Ms. Emelt approved by the municipality.Any delay associated with the owner fdbg m return or provide elgMUSS or other necessary Infommatlon strep not be the reeponsiblitty of that-seller" 12 Pinanoing....if you are financing your balance,Ronda Window&Door's finance department HOMEOWNER will notify you when your loan is approved.We will work hard with the finance companies to get your loan sPprovsd and sometimes its terms will coarse.The fbvanoe company may also Type of Home:XHOUSO 0 Condo O MHC i ask you for additional Information and your 000peralon will help speed to process.ti any 611amri.-mi n1eif l f l rfot. Vag Nn 91111V"ar r Ilif I ban terms change,Florida Window&Door's Nuance deparbn d and/or your rspre"nieve vtiltuillu" rtitir m Nessxpcmnuan: 1.1 Was Ais 1M1ten yow on is In pmoom Mare b debris One deisfs may rad In your•ndsceping. OurbaftWonTemnsdoglair bestivavdddwaft yourlktwers,inreeendbualrsstrus occ®uloo*6 does bsppern ago tesuk■Seib'udl not be responsible for any damage loony � ■'� 14 .undwadowehmajobdebrison,pwprop".We : Phone: rye mama evettbg for so� r safety ressorm Pbasodond ask our rspreaerrmtrves @ you can kslip • s • emsp are not tar ruslonisr use.M aunt be given a suitable geaa w work end CUSTOMER at" M tine me occaslan,111101there�rnt curage or work area evadable rwswli! •ob Total $ l I$5 ' u0m tal aonnere but that will be done at �, eerae 10 you. 15 tAlosd..Wedo trot ceptaoa the wood irtrnirm ar etape aronend your windows ilia teras yerr 509 Down Peylmlent $ ®Oil adsft Mae10� woweamikboondOeWr. These items are avadabiefor purduree Ityou Dt�lltery $ � J 1e C Conoetne...wa do nroTao any pitaittg or wood a�mtng sotraEimes plaster 40% a on Product 7 may rack during Instadadon.We wa repast wa first coat of mud and a"smooft You nary how to do touch up palnft mW got sanding atm we have dttidw&During bre IftlWe9an eoms ndnaratu000 damage may oocur We v+a repair VO etu000 and prepare for peke,hutwill Balarnw Due Upon Page of Completion $ D O® not pakntilre stucco 17 Gdds....If you ordered grde an your wkxkw%the pattama will be the 6=0 as What you have Pomdtled Holl Back Pending Fwd City Mita ($200.00) adaft w&=otlaawtee spedW on your work arder.Plaaee make sure this Is the pattern youw+am In to m t of a malmnNU srm,do pkw prirssd on Ya tmrMd are tie ectad prk es 10 he rte. 28 Soraerre.—Hak scram ate slandard on our wkldowa. 19 WodiowTtemments...We ask no your remove all window treatments prior to ymrr bna►aastion. DEPOSIT/FINAL ■ t All witalowsFdoors being replaced will need at least 3 feet of clearance In order for our Craws to work.We DO NOT take down or rebtstaa any WMW trestirmft hr rite Overt window treat O Cash 0 ChtClc;# 2Tsa CI Master Card ments are not removed we take no tespondbili y for their condition after inetaitattan.Mfost vM- dow treatments will it after Installation of now windows and doors but this Is not guaranteed. 1118t>rl®on Cretllt Card: 1 -t ,� 20 Hurricane Shuttom...in circumstances In which we remove so reinstall existing hurricane ' lr •�N stutters we do not guarantee Ihat the shutlers w01 open and does without adcdttonat service or mainternance being performed by a shutter service oampany.Working condition Is Credit Cat�dO: dependent on age of shutter and previous maintenance of exlstingrehutters.in the event that ghulters are not wirwailed it is the responsibility of the Homeowner to replace ad flooring EXP. Date: CPU Code• and fill any applicable installation hates. 2 t Alarm contatds....wi0 not bo recwnnected,we will leave the wires exposed and your alarm Your//t7a/Ch@CltC ft yturr i19t elpi company will need to come out and reconnect them.As you trust be a Ikxinnsed atann company to work on alarms. 2 1 understand the detalls and timeframes all outlined in my installation Chaeld{st and • received a copy.Please start my order in accodance witit the timeframe rovlded. o • •• • _° /�A�/jt�M 1r�'•jI`v_,rir'vlt�l/�Y 1 MV!��' jo CL", N w1iMM 0ffMF fits palti�haw flare tatie> tireU t•me{s,ihls 1 dayof 2016 LEAD SAFE PAINT j PRACTICES arQ° adsos � r'r � � � � LEAD SAFE PAINT PRACTICES Imre hereby acknowledge receipt of a copy of sate/nrs>9�tanr! DytaEnAo�endahrr,'�ac9tcR�rhlAeabp�tlredwnarfslJesnmdthei;wdandre►e�eto'ys gpstreeotenolsrieoei~s� ay�aJ,mOdelsd ofApeamrnf; tMtrwaePBr� nnlarr+the pamphlet,"Renovate Right:Important lead Hazard Information forfamflfes,child care �'"°�' "' "'°d01° ° ' �° eau letd�tre0artdsarlrer(pht bcarmd U�r ar providers and schools°,Informing meAw of the potential risk of lead hazard exposure from Owner renovatton aot *to be performed In my/our home.UWa reaelved this pamphlet before the work began. Owner init lnit i8absp�ersoncplseraPa�nr o/ U)catlon EX7: Cl Customer elects reduced warranty option for a term of YOM. Opening •• •• •• .. . . . . . . . . . . 0. Omit • • • • • • . . V (Not Repledrigg) • • ••• • • • • ••• O 1. X Outswing Door °0 (Plastpro Fiberglass Door MRH 12' -0 PL 15210.1 • •• • • • •• • • • • • • • •• • • • •• • • • • • 2. Single Hun Wndow •• a o (Series 17 17 i i i •• •• i i f' NOA150130.03 • • ••• ••• ••• • • 3. OX Horizontal Sliding Window O Series 1600) -p L18392.1 •• • • • •• ••• •• r' iV N O 4. OX Horizontal SlidingWndow �. _ .) O Series 921600)1 • • r�-� • • s Q L 183 • • • • • • • 5. OX Horizontal Sliding Window • • • • • •• ((Selves 1600) 00 PL 183921 (�f� �/��C� � j9� 6�/ J�--/ - = N V 6. OX Horizontal Sliding Window 0 4 v M (Series 1600) (55 x 51) (74 x 51) .� N LL FL 183921 7. X Casement Window O ti (Series 1400) Sill Ht.30" Egress "Q 2 IVOA 15-0818.03 Sill Ht.30" 3 8. F(ndWin ow s Living Room (37 x 51)300) ,o WON!"I 05 SIII Ht.36" im U (37x51) 8. OX Horizontal Sliding Window Bedroom L®1.�moo) LLo �o � a Bath 2 Florida Room Room (18 x 8) :,q Sillr- co N^^ 2 NIS Dining Room -°c M BY' r_ IF 8 Sill Ht.W. Garage L 00 0 Kitchen Bedroom (73 x52) 0 W o Ic Z 7 7S111Ht.30" Main Door 1 N (37 x 51 Egress (31 x 80) r' 03 Egress ----- -------------------- _ -.--- I _ covrxoxraro.�rwia -- 11 NOT TO SCALE DATE: Jun 17,2016 PAW DMFUPTM, V Site Plan PAGE: OF� ENGINEERING EXPRESS° iesijn. VjnV Frjure(PmAX+, PMAX-): ASCE 7-10, Ch.30.4.2130.6.2 160 SW 12th AVENUE, *106 h:560 ft. h>60 ft. DEERFIELD BEACH, FL 33442 • MR31 Positi,a trassure jF mAx-Q. PMAx+ = gh(ec GCppm+ GCpi) PMAx+ = gh(8c GCppos+ G(:;pI) PH:(954)354-0660 FAx:(954)354-0443 • WWW.ENGEXP.COM 1lilax gegatiive Pressure EmWj,. PMAx-= gh(Ac GCpmg-GCp) PMAx-= gh(8c GCpm-GCpi) Wind Load Calculation ASCE 7d0 Chapter 30 Wind Loads-Components and Device CalculationS:ASCE 7-10, Chapter 30,All Subsections Cladding •• Sj7,e see Elevation Area AreaT PIRD><+ Pmax- 5th Edition(2014)Florida Building Code 4 •� H) ZCne (ft) (ft2) (ftz) KZ qZ GCP+ GCP- (Ib/ft2) (Ib/ft2) • ••• • Site Information $ • 31-x 0s_- Edd 7 17.22 14.81 0.85 56.57 1.0 -1.3 38.6 -50.8 2 18 x 38 End 7 4.75 3.34 0.85 56.57 1.0 -1.4 40.1 -53.6 Owner: Ileana Fajardo 3 37 x 51 End 7 13.10 6.02 0.85 56.57 1.0 -1.4 39.3 -52.2 Wind Speed(V): 175 MPH 4 74 x 51 End 7 26.21 12.68 0.85 56.57 0.9 -1.3 37.5 -48.6 5 55 x 51 End 7 19.48 7.00 0.85 56.57 0.9 -1.3 38.3 -50.2 Exposure Category: C 6 37 x 51 End 7 13.10 6.02 0.85 56.57 1.0 -1.4 39.3 -52.2 Velocity Pressure Coef.(Kh): ASCE 7-/0 Ch.30.3.1 Table 30.3J 0.85 7 37 x 51 End 7 13.10 6.02 0.85 56.57 1.0 -1.4 39.3 -52.2 Directionality Factor(Kd): 0,85 8 19 x 51 End 7 6.73 6.02 0.85 56.57 1.0 -1.4 40.1 -53.6 Topographical Factor(KzT): 1.0 9 73 x 52 End 7 26.36 12.34 0.85 56.57 0.9 -1.3 37.5 -48.6 Structure Information ' a�pb a 100E ��o' htl s�o 4 Risk Category: II Building Classification: Enclosed Int.Pressure Coef.(GCpi): 0.18 ASCE 7-10 Table 26.11-1 Mean Roof Height(h): 12 ft. Roof Slope(0): Sloped Roof Slope Coefficient(0c): 1.0 Min.Building Dim.(L): 20 ft. End Zone Distance(a): 3 ft. 1.THISNFORMATDNISIN DED TOPROVDEDES13NPRESSURESFORTHE%1RPOSEOFTHENSTALLATIDNOFGLAZEDUNRS&OPEJNGPROTECTION ASPROPOSEDAND PROVIDED BfOTHERSNOCERfFCATIDN,ERHER OF P. EWRESSEDOR MUED.60FFERED ASTO THEVALIDRYOR M'PLCABLTTYDFANYPRGPOSED SYSIEAOR COMPONENTUSED ALONGWITH THESE PRESS)RES.LL PRODUCTSSHALL BENSTALLED N STRCTACCORDANCEWITH Prepared to accordance with: VALD FLORIDAPRODUCTAPPROVALSANDMUSTMEETTHE5E PRE55URESFORTHEGNEJS�LGVEATgNS.ASCE 7-10.Section 30. Wind Goads-Corn onents and 2.NOCERTFCATK)NORREVEWISOFF MR ATTHEPROPOSEDUNRSMEETANYEGRMPtrOUNFAIENTSaLEGRMI=ESARETOSEADDRE55EDRYTHEFFAMRTNGCONTPACTORANOTHELOC&MJLDNGOFMK. p3.THEN STSMUCTUREISASSIMEDTOSEADEOUATETOWRHSTANDTHELOADSUN)WDWY SDEMNA WORKREPLACESDWMGFRAMNG,OROPENNWDE NEDANDCMTFFDWMENGNEEROFRECORD(EOR). Claddin THECONTRACTORMLDNGOFFCYILSHALLVERFYTHATTHESUSSTRAMDWOSED DURNGWORKISSOUND FOR NST&LATDN OFTHLSSYSTE&F DE E" IESAREFOUNDNTHEECSTNGHOSTSTRUCTURFT SENCNEER IT+ OTHEEORSHALLRENOTFMOFFORECONTNUNOCONSTRUCTIONMIDRESERV -ERIOHTTORENSPECTANDR&EVALUATEDFSRN.NOWARRMl-.WHERE E OORWIED,ISCONTANEDHEREN. �� 5th Edition(2014)Florida Building Code 4 CONNSIONS RESHO NTO ILLUSTRATE DES13N �N FORCESMIDS THEE DESIGN CRRERIkTHEYMAYVARYSL*HRYTO THEE TTHAT THEOPENNG AREAISNOTSMN.LFR THAN 5%OFTHFFNGNEERiED DFSDN. S. MONEETi S30.AFFDE•DHEtETOVALOATESSTRUCTURAL DE30N ASSHOWN ONLY.USEOFTHESPECFCATDNRYCONMR MRSWRLNDE FES&SAVESHAR!&ESSTHEENGNEER FOR ALLCOST&DAMAGESNCLUDNG ©2016 E-Telnpest.com LEGALFEES&APPELLATEFEESRESULTNGFROMMATEREA FABRCATON,SYSTENERECTDN.&CONSTRUCTDNPRACTCESEEYONDTHATWHCHISCALLEDFORSYLOCAL.TATE&FEDEIALCODES&FROMDEVWTDNSOFTHS ID:flwindowdoor-P4074 S.E PLAN. ME ISJODSRENFORMATDNCONTAWEDHEREN6R4SEDONCONTRACTORSIPPLIEDDATAANDNEAAIREMENTSFNGNEEANGEWRESSSHALLNOTWHELDRESPONSMEORLM EN I CERT OFAUTH#98RS ANY WAYFOR ERRONEOUSOR NACCURATE DATAOR MEASIREJET1T5 WORKSH&L SE FIELD VERIFIED PRIOR TO CONSTRUCTIONANGNEERNG E%PRESSSH/LLL BENOTFED AND GNEJ AN OPIORTUNRYTO REEVALUATEOUR WORKUPDNDSCOVERYOFANYNACCURATENFORMATDNPRIOR TOMODFCATIONOFF)MMGFIELD CONDRDNSANOFABRCATIONMID NST&LATIONOFMATERWI.S iVITH RMSED ENGINEER SEAL 06/15/2016 Page 1 of 1 T'FX MASE)PRESSLYPROVDEDHFREN.NOADDRDNALCERTFCATDNSORAF WTDNSARENTENDEO. 'ALTERATION ADDITION OROTHEtM MOSTOT ISD000MENTARENOTP wrrwM)DNVALDATEOURCFRTFCATDN• VALID FOR JaONLY Florida Window Door Comparison Chart Ileana Fajardo 7108 Fairway Drive 126 NE 107 Street Palm Beach Gardens,FI 33418 Miami Shores Miami Shores, Florida 33161 561-340-4300 Opening# NOA/Product Approval ; Size Opening Design Pressure Product Design Pressure Opening W H + - + - Type 1 FL 15210.1 31 80 38.6 50.8 75 75 OS 2 NOA 15-0130.03 18 38 40.1 53.6 90 140 SH 3 FL 18392.1 37 51 39.3 52.2 90 137.3 HS 4 FL 18392.1 : 74 51 : 37.5 48.6 84.9 84.9 HS 5 FL 18392.1 55 51 38.3 50.2 90 104.3 HS 6 FL 18392.1 37 51 39.3 52.2 90 137.3 HS 7 NOA 15-0818.03 37 51 39.3 52.2 75 75 CW 8 NOA 15-0602.05 : 19 51 40.1 53.6 80 80 FW 9 FL 18392.1 : 73 : 52 : 37.5 48.6 84.9 84.9 HS :0 0 6666 000000 66 6 6666 6 006:00 so 0 .6666. ;0000.. 0000.. 0000. �.. .. �. .. 0000.. ;0000.. ;0000.. ;. . . .00600 .. . 0000 . 6 Opening Type:SH=Single Hung, HS=Horizontal Slidling Window,OS=Outswing Door,CW=Casement Window FW=Fixed Window,SGD=Sliding Glass Door Florida Building Code Online Page 1 of 4 F 7,��pF 3��1✓� d yyI i , ✓ s &7� g .. t 3� k '.r r far ��s � _�' r i sr,, nq�• —SNome Log In User RegWratlan Hot Topics SubmR Surcharge Stats&Facts PL biicatiomf FSC Staff SOS Site Map Links Search Mines& 11 Product Approval ..:tJffiHR:PuDitc user Rea,� 1o�� FL 15210.1 Product Aaorovai Menu> >ggp, timi-Lin>ApWicsUon Detail s FL re FL15210 R5 Application Type Revision Code Version 2014 Application Status Approved Comments Archived 71 Product Manufacturer Plastpro Inc./Nanya Plastla Corp, Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES,CA 90045 (440)969-9773 Ext 16 rickw@rwbidgconsultants.com Authorized Signature Vivian Wright nckwC@rwbldgconsuitants.wr s Technical Representative Scott Johnson Address/Phone/Emall 5200 W Century Blvd. Los Angeles,CA 90045 (440)969.9773 Est 18 scottjohnson(@ptastproinc.com Quality Assurance Representative Ron O'Connell Address/PhonWEmail 5200 W Century Blvd. Los Angeles,CA 90045 (440)969.9773 Ext 16 ronoconnellf@plastpro.com •••• • • 0000 0000•• Category Exterior Doses •• • •••• • Subcategory Swinging Exterior Door Assemolles •••••• •••• • •••••• • 000000 • • • 000000 Compliance Method Evaluation Report from a FlOitcla Registered ArchiY•sW llkenSed Fi•+ida • • • Professional Engineer • • • • • 0000 • •• 0000• Evaluation Report-Hardcopy Received • • 0 0••0• •• • 0000• •• •• • •• 0000•• Florida Engineer or Architect Name who developed the Lyndon F.Schmidt,P.E. • Evaluation Report •••••• • • Florida License PE-43409 i • • • •••• • Quality Assurance Entity National Accreditation and Mrtnagement tnstitut% • 0••••• • • Quality Assurance Contract Expiration Date 12/3112018 • • • •••••• •• • 0000 • • Validated By Van ng,P.E. • • • 21 Validation Checklist-Hardcopy Received Certificate of Independence EU521ri RSD3_SERTIEiCalg of INDEPENDENCE.0f Referenced Standard and Year(of Standard) Y.2" ASTM DI.929 1956 ASTM D2843 1999 ASTM D635 1998 ASTM D638 2003 ASTM E1300 2004 ASTM E84 2005 ASTM G26 1995 G 155 2005 TAS 201,202,203 1994 http://www.floridabuilding.org/pr,'I)r_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ 1 Q... 9/15/2015 Florida Building Code Online Page 2 of 4 Equivalence of Product Stenirtrds Certified By Florida Licensed Professional Engineer or Architect F1.0210,RS Fouiy Enuivalaxy Of Sjandards.paf Sections from the Code Product Approval Method Method I Option 0 Date Submitted 04/24/2015 Date Validated 04126/2015 Date Pending F8C Approval 04/29/2015 Date Approved 06/23/2015 Summar,of Products FL# I— _ Model Number at Name Description 15210.1 1 a.Smooth/Wood Grain/White Wood WS'Impact"Opaque Fiberglass Single Door-Inswing/Outswing(X- EMMMMEF Grain/Rustic/Mahogany Series 0 FiberglassConfiguration) Door _ Limits of Use Installation Instructions Approved for use In HVMZ:Yes Fy 15gl R5 IIn t 152,n1 1 mdf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressures N/A Evaluation Reports Others See INST 15210.1 fnr Design Pressure Ratings,any additional FL15210 RS AE.Emal s :++0.4, r use limitations Installation Irstructions and product pgrticulars. Created by Ind t Third Party:Yes 15210.2b.$mooth/Wood Grain/White Wood 618'Impact"Opaque Fiberglass Single Door with Sideiite or Sidelites- Grs,/Rustic/Mahogany Series 0 Fiberglass Inswing/Outswing(OX or XO;OXO-Configurations) Door Limits of use Installation Instructions Approved for use in HVMZ:Yes FLIS210 RS It Inst 15210,1ocif Approved for use outside HVHZ:Yes VeriRod By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure,N/A Evaluation Reports Other:See INST 15210.2 for Design Pressure Ratings,any additional ELIS210 R5 AE_Eyai 15210.2.0df use limitations installation;nstruotions and redact particulars. Created by Ln4onderst Third Pa :Yes 15210.3c.5mootn/Wood Grain/White Wood 618'Impact*Opaque Fiberglass Double Door with or without Sidelites4- Grain/Rustnc/Mahogany Series 0 FiberglassInswing/Outswing(XX;OXXO-Configurations) -Door Limits of Use Installation Instructions Approved for use In MVHZ,Yes EUS210 R5 11 Inst 15210.3.odP Approved for use outside HVIIZ,Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaloartkiin Reports OUtert See INST 15210.3 W Design Pressure Ratings,any additional EL15 Ia RS AE&A)152111 0000 use limitation Installation lnstruciicuias. • •td 2dent Third •0006• 15210.4 Id.Smooth/Wood Grain/Whlte Wood 618*Impact'Glazed Fiberglass Singh�P-Iisswing/Outsg1j%%- •• rain/Rustic/Mahogany Series 0 Fiberglass Configuration) • • • • Door s_..s• .• 0000•• Limits of Use Installation Instructions • Approved for use M HVHZ,Yes ELIS210 R5 11 Inst 152MA,nadf 000000 • • • Approved for use outside HVMZ,Yes Verified By:Lyndon F.Schmidt,P.E.�'$Q� •••••• Impact Resistant:Yes Created by Independent Third Partyi Yes •• :•• •• • • Design Pressure:N/A Evaluation Reports •••• • •6 ••••• Other:See INST 15210.4 for Design Pressure Ratings,any additional1FL 5210HS Ar Evai I5210.4.m f • • use limitations installation nstruction;and uct articulars. Created b In ndent Third Pe .teS••• •• • ••••6 15210.5 .Smooth/Wood Gra,n/Whtte Wood 6'8*Impact*Glazed Fiberglass Single Goo•Wth Sidelite or Sld•lfts;- •••••• Elf Series 0 Fiberglass Inswing/Outswing(OX or X0;OXO-Configurations) • Delf 000090 • • Ltmi is of Use Installation Instructions • Approved for use In HVdiZt Yes ¢„Lys S Inst 15210.a noif •••••• Approved far use outodda MVHZ,Yes Verified By:Lyndon F.Schmidt,P.E9434090 • • • impact Resistants Yes Created by Independent Third Party.Yes• • 00000 ••••• Design Pressure,N/A Evaluation Reports • • OUW.See INST 15210.5 for Design Pressure Ratings,any additional g ale RS AE 1 15210.5,ntif •• • use limitations installation.°nstructions andredact rticulars. Created by Independent Third Party:Yes 15210.6 LSmocith/Wood Grain/White Wood 6'8'Impact'Glazed Fiberglass Double Door with dr without Sldelites- /Rustic/Mahogany Series 0 Fiberglass Inswing/Outswing(XX;OXXO-Configurations) Limits of use Installation Instructions Approved for use In HVHZi Yes F145210 R5 II jos a'0l Approved for use outside HVHZ.Yes Verified Sy:Lyndon F.Schmidt,P.E.43409 Impact Resistants Yes Created by independent Third Party:Yes Design Pressure:N/A Evaluation Reports Others See INST 15210.6 for Design Pressure Ratings,any additional y,0 RS Ar Eyal 15210.5. +f use limitations installation instructions and Lmduct Particulars. Created b in ndent Third PaM:Yes 15210.7Smooth/Wood Grainjfftlte Wood 810'Impact-Glazed Fiberglass Single Door-Outswing IX- 6rain/R vc/Mahogany Series 0 Fiberglass Configuration) _Door Limits of Use n"latlon Instructiotls Approved for use In HVHZ.Yes FI aS210 PS II Inst 15210.7.cdf Approved for use ouWdea.HVHZ:Yes Verified By:Lyndon F,Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Outer:See INST 15210.7'or Design Pressure Ratings,any additional E9 1521 RS Ar Eval 15210.7.odf use limitations Installation Instructions and product ganiculars. Created bX In dent Third Pame-Yes 15210.8 http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQ,ArtDgv3yVVKJZIQ... 9/15/2015 Florida Building Code Online Page 3 of 4 jCh;.rSmWth/Wwd Grain/Whits Wood 8`0'Impact'Glazed Fiberglass Single Door with Sidelite or Sidelltas- n/Rustic/Mahogany Serie 0 Fiberglass Outswing(OX or XO;OXO•Configurations) D00r Lhnits of Use Installation Instructions Approved for use In HVHZ:Yes Ft_15210 Its It Inst Is210A,iw Approved for time outside HVHZ:Yes Verified Sy:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15210.8 for Design Pressure Ratings,any additional Fi s S210 RS AE Evac 152),6.8 odd use limitations installation Instructions and roduttparticulars. Created by InOVMLerit Third Party:Yes 15210.9 T�51'111)1 oth/Wood Grain/White Wood '0'Impact'Glazed Fiberglass Double Door with or without Sidelites- RusticlMahogany Series 0 Fiberglass utswing(XX;OXXO-Configurations) Limits of Use Installation Instructions Approved for use In HVHZt Yes FLWIO R5 11 Inst IS210.g.odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15210.9 for Design Pressure Ratings,any additional F'LIS 10 RS AE Eyal 15210.9.tktf use limitations Installation instructions and product pArticulars. Created bInd lett Third Pa :Yes 15210.10 Smooth/Wood Grain/White Wood 8'0'Impact"Opaque Fiberglass Single Door-Outswing(X- Graln/Rustic/Mahogany Series 0 Fiberglass Configut-4on) Door Limits of Use Installation Instrucgons Approved for use In HVHZ:Yrs FI 1 2 1 Rd II jost'152M 10 odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resl&teab Yes Created by Independent Third Party:Yell Design Pressured N/A Evaluation Repents Other:See INST 15210.10 for Design Pressure Ratings,any additional F1.15210 RS AE Eval I5-10.10.ddf use limitations installation instructions and Lroduq pRrtjCUI4rs. Created by Independent Third PaMi Yes 15210.11 it.Smooth/Wood Grain/White Woad 810"Impact"Opaque Fiberglass Single Door with Sidelite or Sldelites- Grain/Rusbc/Mahogany Series 0 Fiberglass Outswing(OX o:XO;OXO-Configurations) Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes Approved for use outside HVHZ.-Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resiazantt Yes Created by Independent Third Party:Yes Design Pressure;N/A Evaluation Reports Others See INST 35210.11 for Design Pressure Ratings,any additional use limitations installation instructions and product particulars. Created by Independent Third Party:Yes 15210.12 t.Smocith/Wood Grain/White Wood '0*Impact*Opaque Fiberglass Double Door with or without Sideltes- Grain/Rustic/Mwiogany Series 0 Fiberglass Outswing(XX;OXXO-Configurations) Door Limits of Ilse Ineailation Inslructions Apprily�for use In HVHZ;Yes EUS210 R %I islet 1�1Q.12.ta1f Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other.See INST 15210.12 for Design Pressure Ratings,any additional FL1S210 RS AT Eval 15210.12,#xit use limitations installation instructions and Moduct particulars, Created gX Ind' ndent Third Party:Yes 15210.13 m.Smooth/Wood GrainA01te Wood '0'Impact"Opaque Fiberglass Single Door with Surface Bolts- Grain/Rustic/Mahogany Series O Fiberglass Outswing(X-Configuration) Door Limits of Usenstallation Instructions Approved for use in HVHZ:Yes ELISM R4 It Inst IS210A3.i f so** Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt P.E.43409 • • Impact Resistants Yes Created by Independent Third Pads Yes••• 0000 ••••e• Design Pressuret N/A Evaluation Reptrrta Other:See INST 15210.13 for Design Pressure Ratings,arty additional F 1 2 0 RS AE Eval i5210,11 •• • •••:•• •• use limitations installation instructions and product Rarticulars. Created by In dent Third Pa :•Y•s••• •• • 000000 15210.14 In.Smooth/W00 Grain/White Wood 81l'Impact'Opaque Fiberglass DoWbija6i With Surface Soiti on Active • • Grain/Rustic/Mahogany Series 0 Fiberglass Door panel-Outswing(XX-Configuration) ****Go Door •••• •• • • • Limits of Use Installation Instructions 0 • • • Approved for use in HVHZ:Yea ELLS210 AS II t IS21 ,,14 Of •••• • •• ••••• Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.F&J40"• •• • •• ••• Impact Resistant.Yes Created by Independent Third Party;Yes • • • • Design Pressuret N/A Evaluation Reports •• •• • •• •••••• Olbert See INST 15210.14 for Design Pressure Ratings,any additional EL152 0 RS AE Eol 15211 • use limitations installation instructions and eMuct 2articulars. Created by Indeggwt Third Pa :mss••• • •• 15210.15 .SmoothJWood GrainjWhite Wont 8'0-Impact-Glrfzed.Fiberglass Single Door utlhzing the MfiNDS�dT-an 000000 Graln/Rustdc/Mahogany Series 0 Fiberglass operational window insert-Outswirga(X-Csnfiguratiol••••• oor • • •••••• Limits of Use installation Instructions •• • 0000 • • Approved for use to HVHZ-Yes Et 1910 RS 11 Inst 5210.1 S P • • • Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 •• • Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15210.1;for Design Pressure Ratings,any additional PL15210 RS AE Eval 15210.11mtf use limitations installation instructions and anguct particulars. Created by Intl dent Third Party:Yes Contact Us::19A0 North Moneta Street.Tanab>as_d s 32-VI Phone.86e-487-1112a The state of F:anda is an AA/EEO employer.Con-talght 2007.2013 State of,donde.::Edvacy lr ::AcrsssibnRv Statement n Rotund Statement Under Florida law,email addresses are public records.if you do not want your e-mad address releases in response to a public-records request,do not send elecoom e 'a to this entity.Instead,contact the office by phone or by traditional mail.it you have any questigns,please contact 850.487.1395."Pursuant to section 455.275 (1),Flonda Statutes,effective October 1,2012,licensees licensed under Chapter 455.AS.must provide use Department with an email address it they have one.The exalts Provided may be used for official communication with the licenses.However emod addresses are public record.If you do net wish to supply a personal address, please provide the Department with an email address which can be made available to Ire public.To determine if you are a licensee under Chapter 455,F.S.,please click DIM. product Approval Acceptst http://www.floridabuilding.org/prfrpr_app_dtl.aspx?param=wGEVXQWtDgv3yVVKJZ 1 Q... 9/15/2015 R W R W Building Consultants, inc. BConsulting and Engineering ServiLus lbr tht,Building Industf Y C P.O.R(W 230 VaIrico,1,L 33593 Phooe 8 13.659,9197 1"Imida Board of Prorasional Engiomrs Cinificate of Authorisation No.9813 Product Sub Category Manufacturer Product Name Categm Swinging Plastpro,Inc. Smooth I Wood Grain I White Wood Grain Exterior Exterior Door 5200 W.Century Blvd. Rustic I Mahogany Doom Assemblies Los Angeles,CA 90045 Series 0 Fiberglass Door I a Phone 440.969.9773 InswinSfOutswing-"impact" 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.61G20-3,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(FBC)structural requirements Including the"High Velocity Hurricane Zone". Z 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"HVHZ"requiring wind bome debris protection this product complies with Section 1609.1.2 of the FSC and does not requite an impact resistant covering.This product meets missile level"D"and includes Wind Zone 4 as defined in ASTM E 1996 and Section 1609.1.2.2 of the FBC. 5. For 2x stud framing 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 further engineering analysis by a licensed engineer of registered architect 7. guts-wing configurations meet water infiltration requirements for"HVHZ'. All other configurations do not meet the water infiltration requirements for the"HVHZ"and must be installed only in non-habitable areas or at habitable locations protected by an overhang or canoov such that the angle between the edge of canopy or overhano to sill is less than 45 degrees. *so* 8. See drawing FL-15210.1 for size and design pressure limitations. Suppordng Documents: 1. Igg Report No, Test Standard Testing Laboratory TEL 01390365 TAS 201-94,202-94&TAS 203-94 Testing Evaluation Lab..Inc, r-hmldt,P&E. FTC-05-255-16776,0 ASTM D 635-98,638-03,1929-96&2843.99 ETC Laboratories L.Dold%%P.E, ASTM G 26-95 • 0 a 0 • ETC-06-255-17412.0 ASTM E 84-05 ETT Laboratories Ulph L.Dold?h,P.t* 00 ETC-07-2M19303.0 ASTM 0 635-98,63"3,1929-96&2843-99 ETC Laboratories 98ft."Jinler .•9 ; 2, Drawing No.. Prepared Seated No.FL-15210.1 RW Building Consultants,Inc.(CA#9813) :eytldtf.Schmidt,M.E. 3, Calgyflfitlons erepamg k *Signea&Sealeahl Anchoring RW Building Consultants.Inc.(CA#9813) :LyngdV.Scholdt,P.E. *fee** 4. Qualft&sumnce Certificate of Participation issued by National Accreditation and Management Institute,certifying that Plastpro.Inc.is manufacturing products within a quality assurance program that complies with ISO/IEC:17020 and Guide 53, Lyndon F.Schmidt,P.E. FL PE No.43409 4/24t2015 Sheet 1 of I .. .. . . . .. .. . . . . . . . . . . . • • • • • • • s• • ptiati td a 7. fr. 37 MAX QVERAILlastpro P r l a FRAME WIDTH 5200 W. CENTURY BLVD. • I .w:,, � r � $�„ LOS ANGELES, CA 90045 " % > •,, '" — " it# lot Smooth Wood Grain White Wood Grain sffG/Mahogany T;- g 10 g Series 1 o i i \a a 61 !g }y 9 tdOTES. 3 asp (0 i, ftproduct hasbeen evaluated and is in compliance with the 5th Edition(2 t4)Aarldo MaingCode Lie a i5 (FBC)structural Is including the No Velocity Hurricane Zane"(HVK). z gg 2 Product anchors shall be as ftted and spaced as shown on Befalls,Anchor ent to base maWal shah be beyond wall dressing or slucco. 01 3. when Lwd in the ItVHr this product complim with Section 1626 at the Pmdo 80ding Code and does not o require an Impact resistant covering. F III 4. when cwd in areas autsida of the"HVHT'regrrymg arfnd borne debris protection ft*product aamptim with Section 16fD9.1.2 of the 21114 FBC and does not require aro impact rtant coveting.This product meets mWe levei'CY'and tncksdes Wind Zone 4 as defined in ASTM E 1"6 and Section 1609.1.2.2 of the FBC. 5. For 2x scud ca n.anchoring of these units OxO be the same as that shown for 2x buck masonry .. J., I a construction. ry 6. Site corKlifions that deviate from the detats of this drawing requite father entgtn eerinrg am"by a icensed � engineer or regYered architect. w 7. OutsvWng confaurotions meet water infAtraffon requirements for'f1VHr.At other configurations do not 1 �) meet the water infttrallon requirements for the'HW and trust be Inst anis in non-l4abilabie areas or � at hc(dtable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sffi is less than 45 degrees. ME Of COMM l�It94 A PR3URE(PSS a 9 1 T pressuas,&generd notes [#iM1 AEtS$ltt Tt1it : "G' 'm 37.5 p 3 ---HHor9zontalova section _.—_—_........._._......._....��.�.._� ��..._..._..._ INSWING x +75.0 -75.0 :02 16~12 4 verticalcrosssecttom M.TS. ° b __....._-......_..._._..........__..... - 37 a•3.aft" Jit 7 OUTSUNG x +75.0 •75.0 qac er tFs 87,13" MUMM NO- 9 BRofrtotesx Fl-t52i0.4 0 a __. - .......-----� _... . . ... . . . ... •• .. • • . .• .. - • . • • • • • • . - . • ••. . . • • ... OT 2r. OX SM9WR - _ Eli/ p _ �.. � � _.'�.• Q ,� � • • • • ••• • • ''�ft4lt*t 1144��`' Qm • • • • • • ••• •• y3 CAP(PVCI H ME(LVL) R LATCHS]1LE�lvt} CAP(PVC) � (COP RAI) a � ��'7Lxa-zonrrALeRosssEenoN ---- _� g� DI 3113`MAX OA `3 WIDTH v 13 13 It- It Mill)d o s�Tari= e�^y Ma.. 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Dn0!PAHB mac.sv; JK mm 1 2 VENeAi CRi)S3 SWTION uK.ar: LFS a R-15210.1 0 saEr 2 - 9 a . . ... . . . ... • • • • • • • • • • • • ••• • • • • ••• 61� • • •EMB.wr.) be �y q • • ••• ••• ••• • A �G Y d"'� ••• = �n 13132 1 T "°� •• • • • •• ••• •• iw� ' s owf7 5"Ic ls- i -.,:0: :o 0 F 0. 0 0 0 0 fill '•• ..,. • • • ••• •• a i3•• INTERIOR EXTERIOR >` 27 Q um ° t� — �i 1-Ild'MB. 0 3 i t•�J/f EW."P.) 8 >� C 4A ) 14 A S HORIZONTAL C SECJlOM, D 0.1S S q msw/IX C OJT /(C - a .�-0 INTERX)R L t ory N 4 < INTERIOR > B e ea $ ZiLal m ea L 1i a a a "z —02/16/12 e 1i 4 EXTERIOR, EXTERIORsM: N.T.S. 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B 2X SUCK SG-O.55 Wppp— ' •• • • • w• ••• •• 4V ; r�• �: �, C I/4'MAX.SHIM SPACE • • • • • • • • • ter ! ,,,, ��• a PFH D CO OR ITW CONCRETE SCREW _ ............._............ ._....._.......... i i i i i i•• i i ®rtft'tH Hip pP gR MASONRY-3.000 PSI MIN.CONCRETE CONFORMING TO ACI •• • • • • • ••• •• eS E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE G 1/4'X3.3/f PTH ELCO OR ITW CONCRETE SCREWSTEEL 6" 9 H 3/1x 3.114"PFH ITN CONCRETE SCREW I 1/4 X 1-3/4'PFH ELCO OR ITW CONCRETE SCREW STEEL L #B X 2-T/2'PFH WOOD SCREW -� STEEL M 48)f 1-1/3'PFH WOOD SCREW STEELa 1 POLY FIBER JAMBCOMP./MNYL S 2 FINGER JO1NTW PINE FRAME _�..—_.._ _._....._ WOOD 7 WEATHERSTRIP FOAM 8 DOOR BOTTOM SW _......__..._..___ CVINYL 9 4X4'BUTT HINGE _ STEED. 11 #9 X 3/4'AHI WOOD SCREW STEL. 22 3 POINT'? MULTI-POINT LOCKSET M .BY HIOPPE STEL „ o 23 MULTI-POINT STRIKE PLATEONGUE SYSTEM STEEL 25 LATCH AND DEADBOLT STRIKE PLATE CONGIJE$ ) Sly. ° w m 27 LATCH STRIKE PLATE _ STEEL. -- o 29 DEADBOLT STRIKE PLATE(SECURITY) STEL 29 ADA THRESHOLD —_, ALUM a 30 OUTSWINGTHRESHOLD AWMIWOOD 31 OUTSWING THRESHOLD AWM/WOOD 32 OUTSWINGTHRESHOLD ALUM/WOOD ' 33 OUTSWINGTHRESHOLD _ AUIWCOMP a 34 OUTSWING THRESHOLD ALUM/WOOD 36.__ INSWING THRESHOLD ALUMICOMP __ 37 INSWING i1iR$HtND _ ALUM/WOOD 8 33 1 MVING nWMf= ALUMlCOW i x 40 DOOR PANE.-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS SS #10X1-1/7PFHSCREWSTEEL 57 BACKING PLATE STEEL 58 #B X 7 PRi WS STEEL € a 60 MULTI40NT STRIKE PLATE ----- STEEL. 62 LOCK ASSEMBLY STEEL a'�.+ i a —O S 2 O 02 116112 °s sone N.T.S. s awc m: dx m' aac by., LFS 3 FL-1521 O.I =° °w s+ser 9 or y9 � id MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOAH _ www.miamidade.eov/economy AWP Windows and Doors,LLC 8130 NW 741 Avenue Medley,FL 33166 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.- ESCRIPTION: Series"1700 Impact View"Aluminum Single Hun Window-L.M.I. PRQVAL DOCUMENT: Drawing No.W03-105, titled "Series-1700 Impact View Alum Single Hung Wdw.", sheets 1 through 6 of 6, dated 11/19/03, with revision I dat.d 05/24/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, 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 MISSILE IMPACT RATING:Large and Small Missile Impact Resistant Each unit shall ear a permanent a with a manufacturers name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless cltkerwise noted herein. • • *see ••••:• RENEWAL of this NOA shall be considered after a renewal application has been tiled and there rias teen •• no change in the applicable building code negatively affecting the erfonnance of thi•••••ct. •• ...••••• g pP g g y g P �1�J'4N TERMINATION of this NOA will occur after the expiration date or if there has beaft 0twevisior3 01 chpnge • in the materials,use, and/or manufacture of the product or process.Misuse of this AO-A4s an eildorttment .•;'•. of any product,for sales, advertising or any other purposes shall automatically tertrAf1wt:1is NQA.Failure '•••' to comply with any section of this NOA shall be cause for termination and removal ofNOA. 0000:0 ADVERTISEMENT: The NOA number preceded by the words Miami-Dade Cdu$ty, Florida, and ....:. followed by the expiration date may be displayed in advertising literature. If any portion of t1e 4R A, is -• • 000 displayed,then it shall be done in its entirety. .. ..•• • INSPECTION: A copy of this entire NOA shall be provided to l.he user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#13-0430.09 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 15-0130.03 MIAMIDADECOUNTY J1� apiratiouDate: April 29,2019 j Approval Date: July 09 2015 Page 1 AWP Windows and Doors,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W03-105,titled"Series-1700 Impact View Alum Single Hung Wdw.", sheets 1 through 6 of 6,dated 11/19/03,with revision I dated 05/24/15,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS I 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact'Fest per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a series 1700 impact view p aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report Na.FTL-8413,dated 06/15/15,signed and scaled by Idalmis Ortega,P.E. 2. Test reports on; 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FRC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a series 1700 impact view aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3822, dated 07/10/03, signed and sealed by Joseph C. Chan, P.E. , (Submitted under NOA#a5-031'1.01) . . .... ...... . . . 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS202-94 •� •••• • 2)Uniform Static Air Pressure Test,Loading pq.V15f.TAS 202-94 E 3)Water Resistance Test,per FBC,TAS 202-94....• .. :••••: 4)Large Missile Impact Test per FBC,TAS 20 f�• 0 •••• ••;••, ; 5)Cyclic Wind Pressure Loading por FBC,TAS W 84 V. '. ••••' 6)Forced Entry Test,per FBC 241 f 3.2.1,TAS.202%4 ;• •*•;-• along with mai.iced-up drawings and installation diagram alumipum ltrizoutal sliding ....:. window, OXO configuration, prepared by Fenestra4aon Testing.Laboratoryr lnc., est ;••••; Report No. PTL-4332, dated 12/09/04, signed and" 'sealed by i6tm nio LalpoSpad.a, • • P.E. (For Reference Only-to qualify glass types C,&D). •' (Submitted tinder NOA#05-031L 01) _I Manuel Pere 1,4 Product Control Ex m' er NOA No. 15-0130.03 Expiration Date: April 29,2019 Approval Date: July 092015 E-] AWP Windows and Doors.LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5111 Edition(2014),dated 06/19/15,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTI+ICATIONS 1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 06/19/14, expiring on 05/21/16. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their "Kuraray Butacite®PVB Glass Interlayer"dated° 04/25/15,expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with I+BC-51h Edition (2014), and of no financial interest, dated June 22, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Proposal No. 14-0777 issued by the Product Control Section,dated September 8, 2014,signed by Manuel Perez,P.E. 3. Asset purchase agreement dated March 20,2014,signed by Mr.Paul Schmitz,Chief Executive Officer and President,Trulite Intermediate Holding,LLC and Mr. Tim Moris, Jr.,President and C.F.O., AWP Windows and Doors,LLC. 4. Letter from owners of existing NOA stating that they have sold all assets to the applicant,that they no longer manufacture the product and relin juisbtheir rights4o the •••••• current NOA,dated April 20,2015,signed by Mr.Kevin Barrett,•C-tikFingAA0. •. Officer,Trulite Window&Door Solutions,LLC. •••••• •• • •••••• 5. Statement letter for Name Change Request dated July 15,2014,'iijesd by A.W. ;•••• Windows and Doors,LLC,signed by Gerardo Beros,Director ofZqg&eeririg.•..' .•••• ...... .. . ..... G. OTHERS •• •• • •• •••••• 1. Notice of Acceptance No. 13-0430.09, issued to Trulite WindbW X-oDoor Solutions •• LLC for their Series "1700 Impact View" Aluminum Single Hing jlin&4—UtM.I., , •••, approved on 08/01/13 and expiring on 04/29/19. • ' 9699 "'•'• .. Manuel Pe z,VE. Product Control Paviler NOA No.1 30.03 Expiration Date: April 29,2019 Approval Date: July 092015 E-2 •• •• • • • •• •• • • • • • • • • • • • • s- ••• • • • • ••• Q • 10 1/4' 10 • •• I • d • pT-1/.4' 8'MAX. MAXFALSE MUNTINS MAX•• FALSE MUNTINS HEA— AT HEAD A MYEfPED) 4 • • (SURFACE APPLIED) (:Rl• • MAY BE USED I • • • ii ii ii i+ a II n .I ANCHORS II li {31 ANCHORS Q II II A7 MIG.STILE ENDS II III�' AYY MTC.STILE ENDS AT 3-3/4'D.C. •• • • •IA / •R ••_ AT 3-3/4'O.C. n O Mo• • • •ill • • $g b II B 11 • • II 8 d •0 • VV 3 II q II tis • • •11 Y •• �yy V a 0 11 It IIU� K LLZY{jp it W' SL— q I 1_ 4 11 II V x J y m I'MAX. Qp SILL 471/4' �+ � CORNERS SILL WMDOwS WITH -- _.— SUL ANCHORS D.L.OPG. WINDOWS WITH 47 1/4'SEE SHEET 3 50 y Q FOR CAPACITIES VENT 1WIDTH SEC SHELr 33/8- SILL ANCHORSD.L.OPG. r- Q F WINDOW WIDTH VENT 1 FOR CAPACITIES 50 1/8• ca. n M N 83 1/A — Vf WIDTH 8 53 1/B' Z TYPICAL El. L Z Ip WINDOW WIDTH i M SERIES-1700 IMPACT VIEW RAC eG0e c� ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 3. G APPROVAL APM-S TO=..INGLE UNITS OR SDE BY SIDE COMBINATIONS `o OF S.H./S.H. OR SINGLE HUNG WITH OTHER MMI—DADE COUNT( R APPROVED WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULUON APPROVAL WILL APPLY TO ENTIRE SYSTEM. rTHIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THEQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITYRRIjWE Z N WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER THESE WINDOWS ARE RATED FOR LARGE& SMALL MISSILE IMPACT. W` LOADS TO THE STRUCTURE. SHUTTERS ARE NOT REQUIRED. y ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS ? EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. (:Asn AAVAD AINAD PRODUCT'REVISEDCML ascomMY�B�ntht6eFiotld0 � N ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS AREFLA.PE 711592 building Cade - NOT PART OF THIS APPROVAL. CAX Acceptance No/5-0/30,0,3p k• Ga imtian Data �l A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. TIT ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. JA' Dada drawing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT 2015 CoetT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE C•� V W03-10 REQUIREMENTS OF THE FLORIDA BUILDING CODE. Iahaet of 6 .. •. . 4141 4141 • • ••• • • • • ••• 3/18'ANN.GLASS 3/16'HEAT STREN'D GLASS 3/16'HEAT STREWD GLASS• •• • • • • •• i�� 090"Interlayer 090"Interlayer 090"Interloyer • • •• • • • • •41 •• Shcex Chlor And Color Glass Sofiex •Clear And Color Glass DuPont Butc4te PVB• • • • • • • • • By'Eastman Chemical Co.' By'Eastman Chemical Co.' By'Kuraray America.�nc.le • • • • . • 41 C ZE • • ••• ••• 414041 • F a 3/18'ANN.GLASS 3/16'HEAT STREWD GLASS 3/16"HEAT SLREN'O GLASSSM VINYL BULB VI (` VINYL 8 2 YN 622m �2 •) • • • •• •.• •• a SILICONE SILICONE •• • • • • • • • • fL'}Q 9 SILICONE OCORNING 1199 DOW CORNING 1199 S� DOW CORNING 1199• ••• • • ••• •• 41• S r GE 2800 GE 2800 g GE 2800 • • • 41 • • • D ~ ii. i SCHNEE MOREHEAD 5731 \ i! t SCHNEE MOREHEAD 5731 \ ii I SCHNEE MOREHEJpw&1•j • • • • ••• •• it n y li ij II II II II O N— ii ;I it ii ;i ji 3`43 c �a� ' a 2 AT 1/4 POINTS ON LRES AT 1/4 POINTS ON LITES � 2 AT 1/4 POINTS ON I.ITES WIDER THAN 36"ONLY WIDER THAN 36'ONLY WIDER TWIN 38'ONLY GLASS TYPE 'A' GLASS TYPE 'C' GLASS TYPE 1/4"AIR SPACE 1/4'AIR SPACE O 1/8"HEAT STREWD GLASS 1/8"ANN.GLASS G 1/8'TEMP.GLASS 1/8"ANN.GLASS-� 090"Interl er D 090'Interlayer oy SoOex dear And Color Gloss Soflex Clear And Color Glass r By'Eastman Chemteoi Co.' By'Eastman Chemical Co.' DURASFAL SPACER X17 BY'QUANE%' 1/8"HEAT STREN'D GLASS UURASBY EAL UANI� 1/8'ANN.GLASS o`M YH 82 YH 822LB VINYL BULB m Z vt _ a% SILICONE z SILICONE rs Yf, DOW CORNING t l99 f Yrl DOW CORNING 1199 cTKi GE 2800 g GE 2800 OOW CORNING 995 n , DOW CORNING 995 O 2, AT 1/4 POINTS �AT 1/4 POINTS ALL.SIZES ALL SIZES X� GLASS TYPE 'E' GLASS TYPE GLAZING OPTIONS N g{i ryv D aFRIOR PLY OF GLASS TYPE 'F' MUST BE TEMPERED TO QUALIFY FOR SMALL MISSILE IMPACT RATING. ._ Figr:JAYAD AHYAD PRODUCT REYI3FD o, s 3P3 CNP. as complying with the ElorMa FLA.N Z BuiWisg Cada Aaaptanec Aio/ • a k 1 Bx notion DaWUS I j ML ' drawing no. UN 5% I W03-105 ,t anent 2 of 8 .. .. . . . .. .. . . . . . . . . . . . . . . ... . . . . ... EQUAL LrMS WINDOWS UNEQUAL UTES WINDOWS EQUAL L1TE9 MND019S UNEQUAL LITES WINDOWS �U Q DESIGN LOAD CAPACITY- PEP DESIGN LOAD CAPACITY- DESIGN LOAD CAPACITY-PSF DESIGN LOAD CAPACITY -PSF o GLASS TYPES I GLASS TYPE GLASS TYPES ` GLASS TYPE § PER•4 CLASS TYPE • • CLASS TYPES \. GLASS TYPE I WINDOW DUNS. 'A', •C', 'D'OR 'E' 'F' WINDOW DIMS. W. 'C', 'D' OR 'B' 'F' WINDOW DIMS. 'A', C' D 0 •F' • • • WINDEIP DIMS! W. 'C', 'D• OR 'E' WIDTH HEIOM EXT.(+) INT.(-) Dff.(+) 1M.(-) WIDTH H19GHT -(+) 1M.(-) IXf.(+) 1M.(-) WIDTH Hww .(+r WNL#-)• DCC.(+) •M.(-) WIDTH HEI DR.(+) 1M.(-) E%f.(+) 1M.(-) O g 19-1/6• 90.0 140.0 794 75.0 19-1/8' 904 140.0 75.0 7$.0 18-1/9• 90.0 f 75.0 S.0• 19-1/8' • 90.0 140.0 79A 15.0 �EFQI 26-1/2 90.0 140.0 750 754 26-1/2' 904 140.0 75.0 75.0 26-1/2• 904 140.0 75.0 75.0 20-/2 • • 904 140.0 754 79.0 3Y 90.0 140.0 7&0 75A 32• 904 140.0 7&0 75A 32• 90.0 140.0 75.0 75.0 32' 904 140.0 75.0 75.0 zs• so-s/s• ze- so s/e• p 8 37' 90.0 140.0 784 75.0 37' 904 140.0 78.0 79.0 37• 90.0 140.0 78.0 78.0 37• . 90.0 110.0 730 75.0 6 7� 42' (4) 90.0_ 140.0 75.0 75.0 42• (� 904 140.0 / 75.0 75.0 42 (d) 90.0 A �.0 75.0• �}1•• +)• 90.0 140.0 75.0 73.0 p n, 48' 90.0 140.0 75.0 75.0 48' 904 131.8 75.0 75.0 48" 90.0 MOA ••WLO• 54 Y•• •• 90.0__ 131.8 7&0 75.0 4 53-1/8' 90.0 134.9 75.0 76.0 53-1/8' 904 114E 75.0 75.0 - • 90.0 141.0 • ftO• 95.0• 5341/8' • 90.0 114.8 75.0 75.0 19-1/8' 90.0 140.0 7&0 754 19-1/8' 904 140.0 75.0 734 742r 90.0 0 MOA • 0 5.0 19�1`B� •• 904 140.0 7 75.0 a 26-1/2• 90.0 140.0 75.0 73.0 28-1/2' 904 140.0 75.0 754 90.0 140.0 7&0 75.0 26-f/2' 904 140.0 7r.0 75.0 4 0.O_ 32• 90.0 _140.0 7S0 75.0 32' 63' 904 140.0 175.0 754 SOD 140.0 7&0 7&0 3Y 63' 90.0 140,0 7&0 75.0 V1� 37• 38-3/8` 90.0 140.0 75.0 7&0 37' (9) 90.0 140.0 - 75.0 754 38-3/8' 90.0 140.0 75.0 75.0 3Y (9) 90.0 140.0 1/5.0 78.0 � 4, 42• (5) 90.0 1404 7&0 75.0 42' 90.0 140.0 75.0 754 (5) 90.0 140.0 7&0 78.0 42• 90.0 140.0 75.0 75.0 Ip�'46' 90.0 128E 7&0 75.0 19-1/8• 904 140.0 7&0 7&0 904 140.0 75.0 75.0 18-1/8• 90.0 140.0SS-1/8' 90.0 114.3 75.0 784 28-1/2' 7h1/d' 90.0 140.0 75.0 75.0 904 138.3 730 75A 29-//2' 74-1/4' 90.0 140.0 75.0 75.0 UI d r uu.6 140.0 7&0 7bA I 34 {�l I "90A 1404 TL0 7&n to-1/8- 1 I 90,0 140.0 730 750 1 0.2' 1 (91 904 140.0 73.0 75.0 26-1M 90.0 140.0 7&0 75.0 + NO. IN PARENTHESIS INDICATE 26-1/2- 90.0 140.0 75.0 75.0 1 NO. IN PARENTHESIS INDICATE 32' 60.0 140.0 75.0 75.0 NO. OF ANCHORS PER JAMB. 32 75.0 76.0 NO. OF ANCHORS PER JAMB. SO(7) 50-5/8• 37' (� __90.0 _ 140.0 730 730 37" 904 140.0 730 75.0 42' 90.0 140.0 75.0 730 42• �) 75.0 75.0 48• 90.0 129.1 75.0 75.0 48' SOD 129.1 75.0 754 1i3 CCCOOO]]] 53-1/8' 50.0 112.7 7&0 7&0 53-1/8' 90.0 112.7 730 75.0 19-1/8• SOD 140.0 75.0 75.0 Z 19-1/8' 90.0 140.0 7&0 75.0 z 26-1/2' 90.0 140.0 7&0 75.0 <Fi 26-1/2• 90.0 140.0 75.0 7SA 1. SOD 140.0 754 75.0 �0 32• 90.0 140.0 75.0 754 �p 37• (63) 90.0 140.0 _764 75.0 = a o0. 37' �� 90.0 140.0 7&0 75.0 = �ca 42' 90.0 139.7 7&0 75.0 4Y (9) 90.0 139.7 75.0 75.0 O 48• 90.0 113.7 7&0 75.0 48' 90.0 113.7 75.0 75A o Z Bi 53-1/8• 90.0 9&1 7&0 75.0 53-1/8" 80.0 �.1 75.0 75.0 `o 19-1/8' 9C.0 140.0- 75.0 75.0 - f9-i/8• 90.0 140.0 7s.0 75.0 ^w 28-1/2' 90.0 140.0 75.0 75.0 I ,,, I 28-1/2' 90.0_ 140.0 78.0 75.0 I W I Q%G 32' 7hf/4' 90.0 140.0 75.0 78.0 M =-'I 32• 90.0 140.0 7&0 7SA c- 37' 37' 90.0 140.0 75.0 73.0 37. 74-1/4' 90.0 140.0 75.0 75.0 42' {9) SOD 132.7 75.0 7SA 4Y (9) 80.0 132.7 75.0 754 48• 80.0 105.7 784 76.0 48' SOA 10&7 7&0 7SA B 83-1/8' 90.0 904 - -754 75.0 53-1/5• 90.0 80.0 7&O 7sA NO. IN PARENTHEMS INUI%:ATE I NO. OF ANCHORS PER JAMB. NO. OF ANCHORS PER JAMB. WINDOWS WITHOUT WINDOWS WITH $ SILL ANCHORS SILL ANCHORS _ nowc mm m m ^ tL- 4 I Fiigr.-AVAD PRODUCT REVISCD W I w FIA.PE}70592 -C0°W2S'I491rith dw Florida 3 F� CAN. DWMins code 0 8 Aco 0-ce No NOTE: JUN tan aaDa,a �9 o GLASS CAPACITIES ON THIS SHEEP ARE GY &Adf �BASED ON ASTM E7300-09 (3 SEC. GUSTS) } AND FLORIDA BUILDING COMMISSION (/ 1'/ [W03-1 05 DECLARATORY STATEMENT DCA05-DEC-219 sheet Sof B ' • • ••• e • • 0 •7 •• •• • • • •• •• • • • • • • • • • • • TYPICAL ANCHORSSEE gip• FOR SPACING •. 1BY ra. METAL ••• ••• • • • •• �Y °. a .W9OD DUCK." - . .•EDGE DIST:.• STRUCTURE EDGE • • •• • '�' MWAt—OADE•COUNIf APP�fED Z D�• • • • M N&MULUdN ANQIORW .a a° °•' _ E WST. ' I• • • • • S FpABATE NOR •� •• 1"' o • • • ••IDIST. t Ot •, • • • • • • • • �C tai • • • •• • • Cl ' TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS G C SEE ELEV. SEE ELEV. SEE ELEV W ' • FOR SPACING FOR SPACING FOR SPACING YP[C HO ' SEE EQ.FOR SPACING c WOOD BUCKS AND METAL STRUCTURE NOT.BY AWP WINDOWS MUST SUSTAIN LOADS IMPOSED-BY.GLAZING SYSTEM 3/4'.DIA ULTRACnN BY '.n r_O'!�x177 KSI,F=16.t w - h !i - ( AND TRANSFER THEM TO fiiE-6J;LDING STRUCTURE• BUCKS OR D STRUCTURES LII__ tI !i e 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) � U THRU ISY BUCKS INTO CONC. OR MASONRY 4 !i to is 12 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) �9 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) p 17 DIRECTLY INTO CONC. OR MASONRY $ ® g i 1-1,/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) t6 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) 1 4" A• TEKS OR SELF DRILLING SCagurc I-1N� -- -�- (GRADE S CRS) REINFORCING REOD. INTO METAL STRUCTURES Z 3� ii li AT GLASS TYPES i! i! STEEL 1/8" THK. MIN. (Fy - 36 KSI MIN.) Z A.C&0 ONLY 8 ! i! ALUMINUM 1/8" THK. MIN. (6063-T5 MIN.) , ! i! (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) M8 ! _! Pa #12 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) �a cam __� O41 1 g INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8") W - o i (NO SHIM SPACE) �,' � � � TYPICAL EDGE DISTANCE II IN70%iiNCREIr ati0 a1ASORRY =_:2—'1/l" MIN, r1 N. 0 NTO D STRUCTURE = 1" 11 INTO MEAL STRUCTURE = 3/4- MIN. Iwo t 10 WOOD AT HEAD, SILL OR JAMBS SG m 0.55 MIN. $$ W1 I CONCRETE AT HEAD, SILL OR JAMBS Pc = 3000 PSI MIN. 8 C-SO HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MW. 2 c•ffi�* ';t- © to M SEALANTS; o W 3 S V F1 FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL ` SEALED WITH WHITE/ALUMINUM COLORED SEALANT. WEEPHOLES: Enr.AVAD AHMAD PRODUCT REVISED ,iaa ,p a am a9 mmPlying with the Blarhfa ; 1. I•' .ED®E DIST. FIX PE 70392 Building Cade ,.,. .. Wl = 1/2" WEEP NOTCH AT EACH END CAN. AceaptaviceNnJ D.O �',.a,, a•'° �: .` i i l a' TYPICAL ANCHORS AT SILL o, > 'a" i I"' W2 = 3/4" WEEP NOTCH AT EACH END Bt.iLatioal Data 1 I USE WHEN REWIRED v i \ SEE SHEET 3 FOR CAPACITIES ' I SEE ELEV.FOR SPACINGDade Pmdect Quatro! drowtnq no. EDGE DIST. �• Z e�fL th W03-105 ✓'• ageet 4of 6 mm# PART# REQD. DESCRIPTION MATERIAL MANF./SUPPRJER/REMARKS ��M o_ 1 YE-1700 •1 RRAME HEAD* • • • 8083-T8 - 2 YE •_ �_•_ • 6063-T6 - Z 3 YE-1702 4 • RAAME JWP • • • 6083-TB - 10J 4 YE-1703 •1 FDMD MT(i" 8083-T5 - P zd 5 YE 1704 1 VENT TOP FAL 6063-T5 - 6 YE-1705 1 VENT SOT"Ra 6083-TS - 7 YE-1706 2 E W83-r5 - �1 8 YE-1707 AS". VLAZOaG WADG(LAW GLASS)& • 6063-T5 - BA AWP-YE-1617 AS ROD• (N 6083-r6 - �' n 9 YH-1607 • PbRLlQG LARSl FULR LBRCTH • STEEL 1/4'X 1' 10 YE-1710 21AW VENT LATCH•9•FROWE 6063-T5 - O Q p 11 - 2 LATCH SPRING 12 YH-715 2/VENT CAM LACK•W FROM EACH END METAL 13 YF-62 2/LATCH CAM LACK SCREWS - #6 x 5/8•off SM,S (L z STRUCTURE MIAMI-DARE COUNTY - Jt J APPROVED MULLION 14 YH-822 AS REM. BULB PILE W'STRD'PNO SULLIVAN&591WVAN a IY �t &MULLION ANCHORS TYPICAL ANCHORS Z 15 Y11-6009 AS REOD, FN SEAL W'SFWPPDLG ULTRAFAB SEE ELEV.FOR SPACING 1/4'Mot. - 1C -1C AS REOD. FRMffy AW ASSEMBLY SCREW - #B x r rJi.sms LOAD BEARING 17 - AS REDD. FIX.MTG.RAIL ASSEMBLY SCREWS - SHIM #10%1'P.H.SMSg C) 18 - 4 VENT GUIDE RICW PVC 2 AT EACH JANE RAIL WJII 19 - 1/WIDE GUIDE SCREWS #6 X 1/2'FH SMS ............= 20 = 2/VENT 'ULTRALFT'SPIRAL BALANCE = CALDWELL 1 .......... 20A 1 BAIANCE FASTENER #8 X I.PH SMS t(gj5 r� r=_ - 21 2 OPEN CELL FOAM PAD(1'X 1/2•X 1-1/27 YALE 22 - AS REOD. SETTING BLOCKS EPDN DUROMETER BDlS SHOREJA O yw S `=t(0 M ___ _ eY fid'n7 N dimp ^_ Z (((rrrlttt O L' TYPICAL ANCHORS t2 8 SEE El".FOR SPACING WINDOW WIDTH WINDOW WLOTH Q O 1/4'SHIM O MAX- 7.-,:=Ai•�ri:,:- WIDTH ------- ------�-pt _ n SEE FCIN SHIMS m FOR SPACNG - ------- 18 0 15 7 EEV. ORS Ki L-- 6'7� Acwo 0 -___ -'___-_-_ 1 1/2' B 4' WOOD BUC ___ _ —0 = STRUCTURE --- ___ >a w EQn AVAD PRODUCT REVISED CML r1yw L o3 F7 C 701592 as W1eldyins with ftFlorida i 3 BuildmE Code 3 EXTERIOR v i' / Accaplmtt No 1 ! 0. 1q a } gkg "retron Date � � fi b D.L.OPO. �+ 1 PmductC drawing 0 k-- ��N �lnt5 W03-105 WINDOW-WIDTH L • sheet 5 of 6 3.043 I'--1.470 • I 4 6 0 y�• •• ••• ••• •• • k o oe2 � i �• • • •• • • • � Y I 1.780 818 .062 •i I •�• •�• ... ... �" 76 Q �I 1.060 2.980 I I A al i .374 �� . . •. . . Q 374 • FRAME HEAD •• 1.080 • • • • .• ii77 2.970 Q FRAME JAMB i AT C -1.743 1.083 080 3.334 I .818 .082 2273 --=I .810 10 VENT LATCH 1.339 .375 -I 1-.130 ,Q $�atO Q MELTING RAIL t 5 .045 Ou zz 76 �,l aa1 to qqg�� n Z .841 1.461 © GLAZING BEAD (LAM. GLASS) �GLAZING BEAD (INSUL. LAM. GLASS) Q L1 0 .939 -1.488- Q a0LO 2.000 .062 ... I � 7.434 ® VENT TOP RAIL O I y 7 VENT SfDE RAIL $ -r461- 1.624 a .965 I FRAME CRNERDETAI0 .062 8 3.536 3.036 FsgrJAVAD AHW PRODUCTPXVISED •R�W-•r �Boso�a.y'_e I FIA. 78592 Building D6 dre Plmidv 1.283 Aceop-No .O�p 9 '� 7.340 78 /9\ �iD"-d M �, 1 dra wing n .By2015 W03-105 O VENT BOTTOM RAIL 2 FRAME SILL VENT CORNER DETAIL sheet 8 of B Florida Building Code Online Page 1 of 2 ff=No Dpw Itd BCIS Hoare { Log rn 1 User Regisk atlen I Hot Topics Submit Surcharge Stats.&Facts { Publications i FSC Staff E B=Site Map { Links i Search Bus!(nes �i�less) Product Approval J �Al OUSMt:Public User Reg ulatic fygduct.Aoo ml.Menu>Product a,tDolk:atlon Search>AODllcatlon List>Application Dull FL# FL18392-112 Application Type Revision Code Version 2014 Application Status Approved Comments Archived ❑ Product Manufacturer AWP Windows and Doors,U-C/formerlyTrulite Address/Phone/Email 8130 NW 74th Ave Medley,Fl-33166 (305)887-2646 gberos@awplic.com Authorized Signature Gerardo Beros gberos@awpllc.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category In ows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer ❑ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Javad Ahmad the Evaluation Report Florida Ucense PE-70592 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract expiration Date 12/31/2016 Validated By Jesus Gonzalez,P.E: 000000 ® Validation Checklist-r.ardcopy Receive: ••• •••• •••••• 6666 • • 6 6 • Certificate of Independence FL18342 R2 COI SS-1600 IV HSW(LMI)*-d%f fodf •• 0 •••••• 606666 6 • • •6666• Referenced Standard and Year(of Standard) Stamford • yew 6 • 6 • • TAS 201 001?94 • •• •666• TAS 202 6:110 �•• •• •666• TAS 203 •• Z194 • •• •6666• •6666• • Equivalence of Product Sta.tdards 0 0 ;•6•;• •••••• Certified By •• • 6606 • • Sections from the Code • • • http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquvosrHazGXQ... 4/18/2016 Florida Building Code Online Page 2 of 2 Product Approval Method Method i Option D . Date Submitted 02/15/2016 Date Validated 02/16/2016 Date Pending FBC Approval 02/16/2016 Date Approved 04/12/2016 Summary of Products 1FL# Model,Number or Name Description -18392.1 Series"1600 Impact View" Large missile Impact resistant aluminum horizontal sliding Aluminum Horizontal Sliding window. Window Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL18392 R2 )I SS-AWP 1600 IMPACT VIEW DWG W15- Approved for use outside HVHZ:Yes 56.ndf Impact Reretstant:Yes Verified By:]avad Ahmad PE#70592 Design Presisure:+90/-:.40 Created by Independent Third Party:Yes Other:See drawing WIS-56 for span vs load combinations Evaluation Reports and Installation details. FL18392 R2 AE SS- 1600 IV HSW(LMT)-PAE 2014 Ddf Created by Independent Third Party:Yes ® avert Contact US::1940 North Monroa Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AP/1-EO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement;:Refund Statement Under Florida law,email addresses are public retards.If you do not want your e-mail address Wooed in response to a public-remrds request,do not send electronic map 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 Deparhrmnt with an email address if they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click JIML. Product Approval Accepts: sees • • •••s •sees• •• • •ssa • • sees•• sees •• • • • • • • • • sees • •• sees• •s•••• •• • ••s•• sees•• • • • sees•• • • • •000000 0 • • • http://www.floridabuilding.org/nr/pr app_dtl.aspx?param=wGEVXQ��tDquvosrHazGXQ... 4/18/2016 AL-FAROOQ CORPORATION COMSULTING ENGINEERS & PRODUCT DEVELOPMENT 12RO)DUCT APPROVAL EVALUATIOId RULE CHAPTER All G20-3-METHOD 1 OP'T'ION Ia FL 18392 Date:10/30/2015 Detailed Product Description: Manufacturer;AWP WINDOWS AND DOORS,LLC. Manufacturer Address:8130 NW 74t1 AVENUE—MEDLEY.FL 33166 Model Name:SERIES"1600 IMPACT VIEW"ALUMINUM HORIZONTAL SLIOING WINDOW Maximum Width:7 ,(XX);111"(XGX) Maximum Frame.Height:fir Maximum Load:+90 PSF.,140 PSF(Large Missile Impact) Inn-allatiipn Drawings#W15-56 This product complieswith-the High Velocity Hurricane Zone(HVH"j testing requirements. The above'inaximum parameters do not occur simultaneously. See instaiiation drawings for combination of span vs loads. Comparative analysis used X Yes _No Mandatory Tests(Tested.in accordance with AAMA 101)I.S.2,INAFS-02/TAS-202) ASTM E283 Air Fenestration Tetirtg 07/12/2003 FfL-3791 Joseph Chan,P.E. Infiltration Uboratory,Inc 05/03/2003 FTL-3763 Joseph Chan,P.E. Lea a 10/29/2015 FCL-8412 Idalmis Ortega,P.E. ASTM E331 Water. Fenestratiion Testing 07/12/2003 FCL-3791 Joseph Chan,.P.E. OR ASTM 5047 Penetration Lrd)oratory,.Inc. 05/03/2003 FTL-3763 Joseph Chan,P.E. &TAS 202 1 10/29/2015 F FL-8412 Idalmis Ortega,P.E. ASTM E330, Uniform Fene.Stratlon Testing 07/12/2003 FTL-3791 Joseph Chan,P.E. 'TAS202 Static Air LAlioratory,Inc. 05/03/2003 F7L-3763 Joseph Chan,P.E. Press. 10/29/2015 ;FCL-8412 Idalmis Ortega,P.E. ASTM F 588 Forced Fenr:3tration;Testing .07/12/2003 FTL-3791 Joseph Chan,P.E. Entry laboratory,Inca 05%03/2003 FrL 3763 Joseph Chan,P.E. 10/29/2015 1 FTL-8412 Idalmis Ortega,?.9` • sees•• Supplemental Tests(Tested.In.accordance with TAS-201`.dTAS-203) •• ,• FRC 1626.2 Large Missile Fendstratlon Testing 07112/2003 FTL-3791 YMp*n Chan,P.E.• • • sees•• (TAS 201& Impact&., L, oratory,Inc.. 05/03/2003 FT1-3763 -I&Agh Chan,OR • • 203) Cyclic 10/29/2015 FCL-8412 61dalmis omegas.P.Es ,•-•- under the limitations of the Otg-'ohed Installation drawings,to the bes$of my knowledge an ability,1Ra •s •• sees** above product confijr ns-to.the requirements of the 2014 Florida Building rode+.. , Evaluation Report Engineer: c°'aP pDg 4% • • •0 0 • ..••.. ✓ 7069E 'q`�_ • • • 0 0 69 • • • Javad.Ahmad PE#1 0592z , 1 w •• *606 AI-Farooq Corporation ES#a538 1235 SW 8711 Avenue ( Miami,FL 33174 7:305.264.8:100} F:305.267-.6978 mmbjt afcens.com ahr-goa ,afcenx.com 1 , goo •• •• • • • •• 62 • • • • • • • • • • • • • ••• • • • • • l')ANCHORS �. 3)ANCHORS A7 MTC,STILE ENDS AT L,TG�STB.E ENDS AT 6'O.C.7YP. ,OB• AT W'P.C.TITfj• 94' • • • WINDOW WIDTH FALSE MLNT06 (SURFACE ' 8� • a• _. .• • •• • z • B'MAX. SLmm. • • CS 1, • o •ORNCORNERS rss .� L _ ....,_ --: v......... s ••• • • •::.-TINT',.-.::.. • (A� U7I E • •. • E G ••• • • g • i ff Q gligi00 i IL A 1 im 22 3/8' X49 3/8' 22 3/8• iD X39 3f4' 39 3/4' 'o `I�gj ak �,. D.L OPG. D.L.OPG. D.L OPG. D.L OPG. D.L 27' 2Y 37 3/4' Z a 3 VENT WIDTH 3/4. PENT WIDTH VEND WIDTH 36 1/2- VENT /2. �..__... r9 ` __..._...__._.__.. ...___....v__... .._....,__._ VENT WIDTH VENT WIDTH {a •� °' THESE WINDOTWS ARE RATED FOR LARGE& SMALL MISSILE @!PACT.yI XOX SHUTTERS ARE NOT REOUIRED XO OX XX g Z L` --.... ... ._ _.. TYPICAL ELEVATIONS m 3 z L � SERIFS-1600 IMPACT VIEW QED UNITS }�'' ��(8 ALUMINUM HORIZONTAL DOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN SHEEI 3. _...__.._ ...................................................._ APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.H./H.R, OR H.R. WDW. WITH OTHER F.B.C. APPROVED WINDOWS gyr LlS.NC- EF.C. APPROlIED ai;u !DN° !.°:9ET• EP:. TE e£ I I t LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL V WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE m�" REQUIREMENTS OF THE 2014 (STH EDITION) FLORIDA BUILDING CODE t7dCLUDING HIGH VELOCITY HURRICAtdE ZONE HVHZ. G o G m O o 0 LOADS TO THE STRUCTURE. __.__...____._........._._._, __ 99 A-Ims PRODUCT EVALUATION DOCUMENT(P,E.D)PREPARED BY THIS ENGINEER > 2 ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS,ANCHORS IS GENERIC NO DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC; FL #18392 ®°`m EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. PRD>ECT.I.e WHERE THE SITE CONDITIONS DEeMTC FROM THE P.E.D. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE 's IINSTALLLATION TO F TmG PRODUCBE TEFOR BASEDTHE ON TN�CHPRD"opwcT�Eva.i Tran NOT PART OF THIS APPROVAL PROVIDED HE/SFS DOES NOT DEVIATE FROM THE COND(ryON3 OETASEO \\\ JP•� ON THIS DOCUMENT. ISM 'j A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. C-TPSS PROOLICT EVALUATION DOCUMENT WILL BE COWwERED INVALID IF y ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE. ALTERED BY ANY ME". D-SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLOWWI REGISTERED MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS.THAT ENGINEER OR ARCHITECT WWCH WU BECOME THE ENGINEER OF RECORD(EOR.); COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE FOR THE PROJECT AND WHO WILL BE RESPON$IBEE FOR THE PROPER( _ - — REWIREMENTS OF THE FLORIDA BUILDING CODE. USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATED! �OTYIIT ' ENGINEER TO THE P, D.ENGINEER SHNA SUBW7 TO THIS LATTER THE WE Q n0 MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION saEDalc DRAWINGS FOR REVIEW. I '�'�\ •,q... W1 cJrJB I"ACr R O�C�CF WITH PLY WITH SECTION 1710.113 11 D.OF FLORIDA BUILDING COOL E-THS P�EADSs�EVER DA�c�r PREPARED�AN0�'`TURE OF: °o L i\\ , _. Signed 02/04/2016 + :000: . . . . . . . • • .. . . . . . . 000 3/18'ANN.GLASS 3/16-ANN.GLASS iIntwloya • • so SoBesl Clear And Color Glom lJVaW S • • • By'Eastman Chemkal Co.' By'Amex ISA. Im.' •• • •.• •.• • •i i•. p • • • • • • 3/16'ANN. GLASS 3/15'ANN. GLASS • • •.• •.• •.• •.• n MO a ylo! is 1. vis is 1 • •.• • • • • •nas . • Vufae7 6 I+ 6 SILICONE 6 +i +i 6 SILICONE • • • • • •• • I DOW CORNING 1199 + I I DOW CORNING 1199 • • • . • • • • III GE SCS28W it ii GE SCS2800 •• • • • • . ••• •• L O g M II II. SCHNEE MOREHEAD 5731 I+ I� SCHNEE MOREHEAD 5731 of U 11 gyp+ I I Q LS IL z 6 1 AT 1/4 POINTS ON LRES e� 10 THAN 36'ONLY 10 •ff i-�.� GLASS TYPE 'A' GLASS TYPE '$ ------ ?/I --7/1 E'OVERALL LAA.GL/15:. /:.".'OVERALL LAM. GLAS^., 1/4'AR SPACE 1/4'AR SPACE 1 1/8'HEAT STREN'0 GLASS 1/8'ANN.GLASS 1/8'TEMP. GLASS 1/8'ANN. GLASS 090'InterlayeriClear A G Saflex Ckm And Color GWm Sanex Clear And Color Glass EAL SPACER BY'Eastman Chemical Co.' DURASEAL SPACER By'Eastman Chemkal Co.' e DURAS ,�, 1BY /8'HEAT SiREWD GLASS 'OUANEIf' 1/8'AGLASS 5 NN. [ M $ al h If I ,�j� Li SILICONE a' n 6 6 SILICONEn 6 28 SILICONE (a+j)Q�� r i DOW CORNING 1199 DOW CORNING 1199 GE SCS28DO GE SCS2800 1 iit I j a � : G :: 1/4 r-.%72 ... - +nl T 1/4 10 •... .. , ; f � (1 ALL SIZES' ALL SIZES GLASS TYPE 'C' GLASS TYPE 'D' GLASS TYPE '0' NOT QUALIFIED 1 `! 11/1G OVERALL 1NSUL LAM. ASS 11/16'OVERALL INSUL LAM,GLASS FOR INSTALLATIONS ABOVE 30 FT. GL } GLAZING OPTIONS �of Z m` I ' Pb.706ffi � �.. '� i g•I�g`� .7..Ali drowing' no` W15 56 ..................__..........._ FL 18392 • , , {snit 2 of.7 i Signed 02/04/2016 ... . ... ... ... . %0 .. . .. . . . . . . . . . . .tt . t 0 0 0 . 0 0 0 DESIGN LOAD CAPACITY-PSF{X0,,D%OR XX ST/.E5} DESIGN LOAD CAPACITY - PSF (XOX SIZES) DESIGN LOAD CAPACITY - PSF {XOX SIZES ti G TYPES GLASS TYPE GLASS TYPE GLOSS TYPES CLASS TYPECGIASSTYPE GLASS TYPES GLASS*TYPEGL4SS TYPEWINDOW DINS. A 'A' &'B' 'C' '0' WINDOW DIMS. A 'A' & 'B' 'C' WINDOW DIMS. • 'A•t'B' CWIDTH HEIGHT EM.+ WT.(-) E)O.(+) Mr.(-) off.(+) 9iT.(-) WiD9H HEIGHT EXT.(+) 84T.{-) £XL{+) tM.(-) ) W1DTH • .{ .{ .+) IM.(-)26-1/2- 3 90.0 140.0 90.0 90.0 74.0 74.0 74" �, it 90.0 14D.0 9aO 90.0D 74- 06"0 0100 90.a 140.0 90.0 74.03T 28' S 9010 14Q0 90.4 90.0 74.0 7410 108-40(4' (3) 14 90.0 140.0 90.0 90.0 106-1/4' j7 • d 90. 4D 900 74.0 Q N It 53-9/8' (3) 6 90,0 1W.0 90.0 90.0 T4.0 74.0 717' 14 90.0 140.0 BD.O 90.00 nt" 13 90.0 740,0 40.0 74.074' 9 90.0 140.0 gab 90.0 74.0 74.0 74- 38-3/6' 11MO 140.0 90.0 0&00 74- ,�_3 10 90.0 140.0 90.0 74.0 0 d 26-1/2" 3 90.0 140,0 90.0 80.0 74.0 74.0 106-t/4- {4j 14 90.0 134.3 90.0 90.0 74.0 74.0 106-1/4' (4 - 13 90.0 131.7 90.0 90.0 74.0 74.0 a p i 3T 38-3/8` 5 9910 140.0 90.0 90.0 74.0 74.0 111' 14 90.0 139.1 9010 90.0 74.0 74,0 111- • 13 136. a got*0 9Q00 0 74.0 74,0 0 f4 53-1/8- (4) 6 900 140,0 90.0 90.0 74.0 74.0 74' -5/6. 11 90.0 131.2 90.0 9.0.0 74.0 74.0 74- -5j8Jm 100 030&4402343 090400 90,00 74.0 74.0 V L� j 14' 9 9010 140.0 9010 90.0 74.0 74.0 108-1/4" (5) 14 9D.0 iQaB - - 74.0 74.0 106•-1/4- (5) 93 •10Zt1 9Q0 26-1/2- 3 90.0 140.0 90.0 90.0 74.0 74.0 799' 14 B0.0 110.6 - - 74.0 74.0 111' 00 130 W.O 906j 090400 9�0 - - . p ~ 37" 50-5/8- 9. S 9010 140.0 90.0 80.0 74.0 74.0 74' 11 90.0 110.0 90.0 9D.0 74.0 74.0 74' 10 90.0 104.9 90.0 9D.0 69.2 69.2 0 6p FuY,�-t 53-1/B` (5) 6 90.0 140.0 90.0 80.0 74.a 74.0 106-9/4' 14 88.8 86.9 - - ?4.0 74A 946-40/4" 13 67.0 87.0 67,0 67.0 - - a W? m € 74' 9 90.0 t124.4 90.0 9D.0 74.0 74A 111- 74 84.9 84.9 - - - - i9Y 13 85.6 85.6 85.8 65.6 - - ZN_o j Sz e 2&-1 2' B3- 3 90.0 90.0 74A 74.0 7Y 11 90.0 14xO 90.0 90.0 74.0 74.0 72" K14 F90.0 940.0 90.0 9010 74.0 74.0 Q 0 W£ . 3 5 90.0 SOO 90.0 74.0 74.0 $4' 1 t 90.0 140.0 90.0 90.0 74.0 74.0 B4" 140.0 90.0 9D.0 74.0 74.0(6) 24- 24'7/8' 6 9fl.0 90.0 94.0 74.0 70.0 96- 11 90.0 14a0 80.0 8010 74.0 74.0 86" 2 140.0 90.0 94.0 74.0 74,Qi 1 ----t _.. _ .0O 70,- 0 t-044- 84.9 84.9 74.0 ' 74.0 ,03'•- 74 90.0 140,0 90.4 80.0 ?;.v 74.0 4008• 740.0 90.0 90.0 74A 74A9010 80.0 74.4 74.4 ' 974' 74 90.0 140.0 80.0 900 74.b 74.0111" 140.0 90.0 90.0 74.0 7410 _ ®�J 36' S 90.0 140.0 90.0 9a0 710.0 74.0 72' 940 90.0 /40.0 90.0 90.0 74.0 74.0 72- 70 80.0 140.0 90.0 90.0 74.0 74.0 00 7 90.0 740.0 90.0 98.0 74.0 74.0 96' ii 90.0 94a0 -90.a 90.0 _?4.0 74.0 84" 10 90.0 740.0 80.0 90.0 74.0 74A 48" 240 .,7 90.Q 140.0 90.9 80.0 74.0 74.0 84' ii 90.0 140.0_ 90.0 90.0 74.0 • _�_74.0 96' (3) 13 90.0 144.0 90.0 9&0 74.0 74.0 O E 72` 9 90.0 140.0 90.0 90.0 74.0 74.0 108' 14 90.0 940.0 90.0 90.0 74.0 74.0 108' 14 90.0 140.0 90.0 90.0 74.0 74.0 24' 3 90.0 140.0 90.0 _9010 74.0 74.0 991" 14 90.0 140.0 90.0 90.0 74.0 74.0 919- 14 90.0 140.0 9010 9010 74.0 74.0 36" S _ 90.0 94x.0 .90.0 90.0 74.0 _74.0 72- 79 90.0 940.0 90.0 90.0 74.0 74.0 72' to 00.0 133.5 90.0 9010 74.0 74.0 48' �) 7 90.0 140.0 90.0 90.0 74.0 74.0 84' 46- 11 90.0 132.6 9a4 1 90.0 74.0 74.0 w 1, 10 90.0 125.9 90.0 00.0 74.0 74.0 SY �10_ J1 60' 7 90.0 140.0 900 90.4 74.0 74.0 96' (4) 99 98.0 929.3 90.0 90.0 74.0 74.0 96- (4) 13 80.0 120.0 90.0 90.8 74.0 74.0 8 13�M 40:40 72' 9 90.0 140.0 BOA 90.0 74.0 74.0 106' 14 90.0 119.4 - - 74.0 74.0 908- 14 904 115.2 90.0 90.0 - - i !0 h J 24- 3 90.0_ 140.0 90.6 90.0 74.0 74.0 711" 14 90.0 115.7 - - 74.0 74.0 111" 14 90.0 111.9 90.0 -90.0 - - - Z _ g t _ 38' S 90.0 940.0 .90.0 90.0 74.0 74.0 1Y 19 80.0 116.8 90.0 90.0 74.0 74.D 72- 90 90.0 108.0 90.0 9010_ 74.0 74.0 �� .z` 49' �5) 7 90.0 140.0 90.0 90.4 74.0-__74.0 84" 11 9D.0 948.1 90.0 80.0_ 74.0 _74.0 84' �- 10 _90.0 102.1 90.0 90A - M O BO' 7 40.0 •29.5 94.0 90.0 74.3 T4.0 96' (5) 1, 90.0 89.5 - - 74.0 74.0 48' (5) 13 80.0 97.5 90.0 Bao . ro., 72' 9 90.0 120.3 90.0 90.0 74.0 74b 706' 14 90.0 93.3 - - 7410 74.0 108" 14 90.0 93.8 9010 80o 24' 3 90.0 140.0 90.0 90.0 74.0 74.0 ill' ..._ 14 90.0 92.0 - - 74.0 74.0 111- 14 90.0 91.i 90.0 90.0 - - -le 5 90.0 931.5 90.0 9D.0 74.0 74.0 72- 11 SAO 116.7 90.0 90.0 74.0 74.0 72- 10 90.0 119.4 9D.a 90.0 73.8 73.8 46" �' 7 80.0 118.2 00.0 80.0 74.0 74.0 84- 17 90.0 104.8 - - 74.0 74.0 84` 10 Sao 101.7 90.0 90.0_ - j (6) S1-i/4' - 61-t/4- 60' 7 90.0 •03.4 90.0 90.0 74.0 74.0 96' (5j 11 MO 96.3 - - 74,0 74.0 96- t5) t3 90.0 95.2 goo 9a0 - - 79' ( G Bn n 93.3 90.0 ,Tan 70,0 740 74.0 _74_ 9C•.0 91.0 90.0 - 9C 0 2! 0, A = NO. OF ANCHORS PER HEAD&SILL 6 97T 14 88.9 88.9 - - 74.0 74,0 1 1t1 14 90.0 902 90.0 90.0 - ( ) N0. OF ANCHORS PER JAMB A= NO. OF ANCHORS PER HEAD&SILL A N0. OF ANCHORS PER HEAD & SILL ( ) a NO, OF ANCHORS PER JAMB { } NO. OF ANCHORS PER JAMB m (1/3W) (1/3W) (1/3't) (1/4W) ; (1/2W) (1/4W) LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS DLO MOTHS ��` ®I� XX' 'XO O OX WI OPERATING VENT'S TO BE 1/3 OF THE WINDOW WIDTH - - S�S E�( OPERATING VENTS TO BE 1/4 OF THE WINDOW MOTH bk 8 I' I 'XOX' fm.70602 j . 'XOX' �¢+': NOTE: GLASS CAPACITIES ON THIS SHEET ARE n I BASED ON ASTM E1300-09 (3 SEC. GUSTS) '�`•', 01 ®� drowinq no W15-5 6 AND FLORIDA BUILDING COMMISSION q �� DECLARATORY STATEMENT OCA05-GEC-219 F'L #18391 °°111 1 11 1 fihe9t 3,._of.7_. Signed 02/04/2016 5 � • • ••• • • • ••• •• •• • • • % •• • • • • • • • • • • • • • • • • • • • METAL _........_... TYPICAL ANCHORS .—SEE STRUCTURE ELEV. I€� 18Y IN2 28Y TOR SPACING 1lPKA.P.N,•HDRg ( 1 WOOD Bl➢CK ': f -iat �+ • •• • • f.&C._jR0VE0 ION MULL 4 0 4 e a DIST• • • • • • • • • & M -[iUn ANCHORS Z •I� • • •• • • • • 00 *00, • • • • • • • • ' E GIST. 7 • • • • i v>• O •• •• • . ' • • • EDGE 01ST. c' ®dl 76 5 � LL g• •• • • • • • C77 •• • • • • • ••• •• a4a 4 TYPICAL ANCHORS TYPICAL ANCHORS F i SEE El EVAC SEE ELEV. FFFttt 1 + 5 FOR SPACING FOR SPACING Z N { , tt WOOD BUCKS AND METAL STRUCTURE NOT BY AWP WINDOWS v+ FIX VDJf , VENT MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM .�.,. L;) AND TRANSFER THEM TO THE BUILDING STRUCTURE. _. SEALANTSTYPICAL ANCHORS SEE ELEv.TOR SPACING v FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL (Fu.t77=..I-is5 KSO 1 SEALED WITH WHITE/ALUMINUM COLORED SEALAtJT. THRU IBY OR 29Y UCKS INIO CONC. OR MASONRY �I 1-1/4" MIN. EMBED INTO CONCRETE (HM/SILL) i$ WEEPHOLES: 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) oIIF " Wl = 1-5/8" X 1/4" WEEPHOLES AT 12" FROM EACH END 'z WTN PLPLSTIC BAFFLE DIRECTLY INTO CONC. OR MASONRY Q,�- WT11 2" MIN. EMBED INTO CONCRETE (HEAD/SILL) ( ( m !E �+� k 41 , ( W2 m 3/4" X 5/6" WEcPHOLE AT EACH END 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) 42 W Y{ W3 1-1/4" X 1/4" WEEPHOLES AT 16-1/2" FROM EACH END p n ni c I/—e" OSA M9 OR SELF DRILLING (GRADE 5 CRs) ��3 Z$ - INTO METAL STRUCTURES � j— � 3 z $' ci STEEL 1/8" THK. MIN. (Fy 36 KSI MIN.) ' E ALUMINUM : 1/8" THK. MIN. (5063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) j FIX.v�vT� rMW.DENT #12 SMS OR SELF DRILLING, SC (GRADE 2 CRS) +...5 Is i ; 9 _,I—lJL INTO F.B.C. APPROVED MULLIONS (MIN. THK. = 1/6-) i I 1 ( (NO SHIM SPACE) I I t8 4 I 4 INTO CONCRETE AND MASONRY 2-1/2" MIN. y' A IWO W000 S•(RUCTURE = 1" MIN. 113 INTO METAL STRUCTURE = 3/4" MIN. ,E kt WOOD AT HEAD. SILL OR JAMBS $G - 0.55 MIN CONCRETE AT HEAD. SILL OR JAMBS f,c — 3000 PSI MIN. i B /;y C-90 HOLLOW/FlLLED BLOCK AT JAMBS f•m — 2000 PSI MIN. o of - 0„, ,, I», A E < No 7059•' i 11j ; aft ” 4 e '^•. TYPICAL ANCHORS ' 19~�rr^5'Ef T*/01 O :w. drawing no.` a - < W2. ,,. FOR SPPAAING ' '=�F ORtpP �?� , W15-56 EDGE DST. FL#1 1392 �''•,S+%pNA1 E�i•��, (enee .... ) Signed 02/04/2016 . . . . ... .. .. . ... .. .. . . . .. . . . . . . . . . . . 46.fo•MAX' . . . •• N 7J4• • SHS . . . •• • Z SHIM VENT WROTH B VENT WDTH • • • • • • • •• j D.� �. • • • • • • • O DA. . • • • • • • • 5 _ �___ _ _-_ •.�o•P9 Q •Q••� • .t�aryVo. SEA � It. 0 O• .•• •.• ANCHORS 2 Q ZI FOR SP •• •.• •• MEAL • • 1/46 . •.• ••STRWILRE � W I VENWID1FF.B.C.APPROVED MUUJON EXTERIOR &MtdON ANCHORS WINDOW WIDTH Q d4its $ R SEET MMHORS XOX LAYOUT SEE M FORSPACING FOR SPACING o a rp MW co x tF VENTW," Di-d SIMS ,i.•lua //,•sHw '.26Y WOOD-BS.lCK ow 1 -_ WDQD STRItCTU(� _�_.. __ ___ •L 11 TYPICAL ANCHORS SEE ELEV. FDR SP.AGiNG '\tJ2y - --- l yl c m °c 98 .._ o m ;��Pa�.... '`''iii �+� •o riPiCAL ANCHORS SEE ELEV. M0,70692 FOR SPACING VENT WIDTH WOOD BUCKS EXTERIOR droving no. Vi9Np0W WIDTH '�•' •. '' W15-56 xx LAYOUT FL #18392 f�� , Signed 02/04/2016 ITEM PART 0 QUANTITY DESCWTIDN MATERIAL MW./SUPPUER/RKMMS 3�785 1.434-it 1 1 I YE-16W I FRAME W40- .FRNJE...... .................................... -6063-Ts 2 YE-1801 .......... 1 FRAME SELL .......................................... 062 1.41 ALT.FRAME SL 0 -0 0 _.�Am-_ - .!_�. �..--1 1--............. a at 1.123 .062 1.468 36. -W . ................ ...................... 41--t-----3-1'8------- ............. 08 1.970 ....... 1808 t SILL TRACK INSERT .......... 1.41 YE-1603 1/VENT FIXED RAIL 0 4 000 0 S ......• ............. ------ ...... 17 04............ MUTWO m 6063-Ts I km Ijkw..;Iru ............................. VENT TOP/BDTT0M RAIL .2....!�__.-e.-............... .............- __0 ... ............... (Lk 9 "L GLASS) ................... ............................ 21 n� 4 WL-M!7 AS REDD. GLAZWO BEAD(LAM.MASS) -W ��1� w 3287 ........... __.................{LAZIND BEAD({NSUL LAM .............. 0 a p" -4_-, 6-0.0-- , r a ..............0..'a 0 a 6001ss_% a 0 0 8 t R 'k ............. 1.434 a' Bill k, -" 0 urri O �(Lwclm) -- __.......... ...... ..................... FRAME HEAD SA YE 17088 2/vm TOP mo BOTTOM RAL(VOUL LAM. GLASS) cy .062 ...................... • SW3-46 1 AS READ SETTWG MAWS .................................. ........... ........... ..... ..................... .......... jj_ YR IROS 2/VW BRASS ROLLERS IN HOLISING,AT 2-1/4-FROM EACH END AWP.FASMdD W/(3)#6 X 1/4- imi ...........__.................np� ..................... ................................ 1.468 __!2____ �H771k._ ....... ZAMAK AT ID-1/r FROM TOP AND BOTTOM 123 ............... ............. ............... . ...................................... _13 YF 14 2/LATCH 'ANT LATCH SCREWS ..................................___............ X 3/4'OH SMS - ..� iill�*****_, , , _* .062 14ms BULB W%IRIPPM.DLMOMETER 75*5 SHORE A VRM SULUVAN 41! is YM-602 AS RECO. VENT TOPIBOTTOMI RAIL I RECA CRS #6 X I-PA SMS LAW tft k01.' -_ fRAli"NT ASSEMBLY SCREWS .. .......................................... ZA=7 m;-m;u 3038(YE-1601) ............. 164STEEL-I AWP 1)(YE-16OBA) ................................ 9 W-71 2/GUIDE GAME SCREWS - SMS 3.536 1.624 FOAM PAD(I 20 yll*6�__lj__,_ OPEN,_C*iii- --^X-1 *X***3** Aw------- ....... ................... .................... ___..7.. ............ ...................... .......... V) r 21 YH-1804 OPEN CELL FOAM PAD(1-1/4-X 1/4-X 1-3/4-) AWP -22 YH-----18 08 2. -----WEEPHME COVERS ..................... AMP 1.340 .. ........................ Bob-1-75 AWP AS REQ. MOV 24 QZ ) VENT GLADE . ......ti x r Xaa it.�Smi _ -.- ff. ..... AS RF L.0-62 3286- 26 YM-1622 105 REDO. MAZM CASKET.DUROMETER 70*5 SHORE A 2 FRAME SIU. z 7 JAMB STILE �314 .70a 373 062 .125-• r 1.497 2-r3 T7 C 4 SILL TRACK 1.461 ASS L.950 V i -HIt6 MEETING RAIL 23 FIXED VENT CUP 24 MOV. VENT GUIDE j o .002B -2.273- 3-us 941- tstaL 5 1.045 N0.70682 uuuj t j-1 : t" 062 J y, 045 JL drawing no. -3.334- W15-56 FRAME JAMB S FIXED MTG. RAIL GLAZING BEAD (LAM. GLASS) GLAZING BEAD.(INSUL LW. GLASS) FL #1839 sheet 6Eof 7 T Signeu 07110,41,70 • • • • • • • • • • • •• • • • •• • • • • • • • •• • • • • • • • • • •• C • • :00 • • • • • Sn Z N Z •'• ••• i•• t•• •ia ••• 4a 1G 8 I .06 .. . . . . . ... .. is m l FRAME TOP CORNER LA <`° m M M 1 fin' d rW m t- t8 VENT TOA/BOTTOM CORNERS } k i pU� W .0 m C 2-6 >m / ® O � C FR,ME BQMM CORNER drawing W1.5-561 FL #1839� --.._._..._...._._._........... sheet 7 of 7 Signed 02/04/2016 MIAMI•DADE MIAMI—DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATOA,Y AND ECONOMIC RESOURCES(RER) ; 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.goy/economy AWP Windows and Doors,LLC 8130 NW 74th Avenue Medley,FL 33166 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 Velocitv Hurricane Zone. DESCRIPTION:Series 111400 Impact View"Outswing Aluminum Casement Window-L.M.I. PROVAL DOC rawing No. WOM, titI9d "SeriCS-14W impactiewAtUm. Casement Wdw. (L.M.I.)", sheets 1 through 7 of 7, dated 08/08/01, with revision J dated 02/17/16, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, 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:Large and Small Missile Impact Resistant. ABELING: Each unit shall bear a permanent label with the mar�.0 acturces name or logo, of Aestate, series, and following statement: "Miami--Dade County Product Control Approved" unldu otherwive•noted ...... .. '69V •. herein. .. • RENEWAL of this NOA shall be considered after a renewal application has been.frlet4nd there%as•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 beelfA revisicm or Aange..... in the materials,use,and/or manufacture of the product or process.Misuse of thisOWA Is an dddoftment••o•.• •• •• of any product,for sales, advertising or any other purposes shall automatically ter"ip .this NOA!Failure••• ;• to comply with any section of this NOA shall be cause for termination and removalynf Nom. ADVERTISEMENT: The NOA number preceded by the words Miami Da0e County,nty, F1drIM, and• • followed by the expiration date may be displayed in advertising literature. If anl+'portion of*e:ATOA isr••••; 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. This NOA revises and renews NOA No.12-0118.25 and consists of ibis page 1 and evidence pages E-1,E- 2 and E-3,as well as approval document mentioned above. The submitted documentation vas reviewed by Manuel Perez,P.E. NOA No.15-0818.03 MIAMI•DADE COUNTY Expiration Date: October 25,2021 Approval Date: March 10,2016 f4*3 6 Page 1 4 AWP Windows and Doors.I.LC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 061017.09 and 06-1017.09) 2. Drawing No. VV01-52, sheets 1 through 7 of 7, titled"Series-1400 ImpactView Alum. Casement Wdxc-. (L.M.I.)", dated 08/08/01, with revision J, dated 02/17/16, prepared by Al-Farooq(:orporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure.Test�Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Resistance Test,per FBC,per AAMA 1302.5 and per ASTM F 588,Type B(FTL-8180 only) 5)Large Missile Impact Test per FII;C,TAS 201-94 a 6)Cyclic Wind Pressure Loading pea'FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series Impact View outswing caseinent window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. F'TL-8480 and FTL-8481, both dated 01/20/16, signed and sealed by Idalmis Ortega,P.E. 2. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading p;r FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series "Impact View" aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3762, dated 06/10/03 and FT0758, dated 04/01/03, both signed and sealed by Joseph C. Chan,P.E. 00000 000000 (Submitted unader NOA No. 06-1017.09) 9.. *-00:00 ''.• • 3. Test reports on'; l)Air Infiltration Test,per FBC,TAS 202-94 ...... ..' : , ....: . 2)Uniform Static Air Pressure Test,Loading per-FW TAS02 . -.94 :0004 3)Water Resistance Test,per FBC,'TAS 202-94••••• : '..' 00:60 • 4)Forced Entry Test,per FBC 3603.2(b) and TAF202-94;•, •. •.:..' 5)Large Missile Impact Test per FISC,TAS 20J;94 0 ••••;• 6)Cyclic Wind Pressure Loading pe'r FBC, TA:263;94 • along with marked-up drawings and installation diagram of a series "Impaet eView"••0'•' aluminum casement window, prepared by Fenestration Testing•L•aberatorjp ha,, Test:..••; ' Report No. FTL-2954,dated 10/10/01, signed and'sealed by Luis Antonio Fliueredo, P.E. (Submitted under NOA No. 01-0814.07) ManuelSPez, E. Product Controer .� NOA No. 15-0818.03 Expiration Date: October 25,2021 Approval Date: March 10,2016 E-1 AWP Windows and Doors,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS: 1. Anchor verification calculations and structural analysis, complying with FBC Stn Edition (2014), prepared by Al-Farooq Corporation, dated 08/24/15 and revised on 02/24/16, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM B1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayer s"dated 06/19/14,expiring on 05/21/16. 2. Notice of Acceptance No. 13-1105.10 issued to SAV-GLAS,LLC for their"SAF- GLAS Polycarbonate Glass Interlayer",dated 12/19/13,expiring on 12/16/17. 3. Notice of Acceptance No. 13-1126.20 issued to Allnex USA,Inc.for their"Uvekol S Laminated Glass Interlayer",dated 02/20/14,expiring on 02/08/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5'h Edition (2014), and of no financial interest, dated February 23, 2016, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Asset purchase agreement dated 03/20/14, signed by Mr. Paul Schmitz, Chief Executive Officer and President, Trulite Intermediate Holding, LLC and Mr. Tim Morris,Jr.,President and C.F.O.,AWP Windows and Doors,LLC. 0000 3. Letter from owners of existing NOA stating that they have;soWe ill assets•td the • applicant,that they no longer manufacture the product and relingbTsh their rjghVKp the .' current NOA No. 13-0326.08, dated 04/20/15, signed by Mr,.;:e�:n Barfett, Chief••••�• Financial Officer,Trulite Window&Door Solutions,LLC. • •• + 4. Statement letter for Name Change Request dated 07/15/14, issuee�lay AWP wi;mows: • and Doors,LLC,signed by Gerardo Beros,Director of Enginedtftg ;•• • 5. Laboratory compliance letters for Test Report No. FTL-8486 a FTLJ48�1- dated- •+... 01/20/16, both issued by Fenestration Testing Laboratory, ln¢,7an4 both signed and •; sealed by Idalmis Ortega,P.E. ;••• " 6. Proposal No. 14-0774 issued by the Product Control Sectiarr,-dated September 08:•••• 2014,signed by Manuel Perez,P.E. •• 7. Laboratory compliance letters for Test Report No. FTL-3762, dated 06/19/03 and FTL-3758, dated 04/10/03, both issued by Fenestration Testing Laboratory, Inc., and both signed and sealed by Joseph C. Chan,P.E. (Subfnitted under NOA No. 06-1017.09) 4aP E. Product Control;ex er MOA No.15- S. Expiration Date: October 25,2021 Approval Date: March 10,2016 E--2 AWP Windows and Doors,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(CONTINUED) 8. Laboratory compliance letters for Test Report No. IFIL-2954, dated 10/10/01, issued by Fenestration Testing Laboratory, Inc., signed and sealed by Luis Antonio Figueredo,P.E. (Revised marked-up drawing was submitted on 09/26/01). (Submitted under NOA No. 01-0814.47) 9. Laboratory revised marked-up drawings of Test Report No. FTL-2954, issued by Fenestration Testing Laboratory, Inc., dated 09/26/01, signed and sealed by Luis Antonio Figueredo,P.E. (Submitted under NOA No. 01-08.14.07) G. OTHERS 1. Notice of Acceptance No. 12-0118.25, issued to Trulite Window & Door Solutions, LLC for their Series "1400 Impact View" Outswing Aluminum Casement Window— L.M.I.,approved on 03/15/12 and expiring on 10/25/16. sees . . sees sees.. . . • .. sees • 0 • .. sees.. 600.90 e sees.. 0060 .. . . . . 9 9.99 6 esees. sees.. .. . 6.99. .. .. . 0 99 6.99.6 sees.. . . . • . . . . .99.9. sees.. . . .9669. .6 9 sees 9 1 Al J 1.9 d�eA I i Manuel Percz,P Product Control Exa ner NOA No.15-081 . Expiration Date: October 25,2021 Approval Date: March 10,2016 E--3 . . ... . . . ... .. .. . . . .. .. . CLUSTER OF QQ pp • •• • • • •• 4 OR.6 ANCHORS �la v • • • • • • • •• • AT HEAD k SILL 7\ n • • •• • • • • • •• SEE CHART ON SHEET 2 1 8'MAX • • • • • • • • • FOR CAPACITIES LOCKING POINTS SUFE APP—D �^D/� 12 3/a• • • • • • • • • • 12 s/a• SEE CHART CORNERS WAX• • 4 MAX eq.. ••2p 1/2' ••1t MAX BELOW OPTIONAL A HEAD/SRl HEAD/SSl HEAD/SILL 'n 4 CORNERS 4 -- � e p L -- II y • • • • • • • •-\ 11 • • • • • ✓ ••• ! III=___ BUTT UprOPTIONAL D C II 36-3/6'HIS IOW 2 HINGES ONLY cd � --tir--- -TI------ WE •jp m m M 'n-� \^ II N •m Mf n J 1 � ii\\ \ \ 8 CAM LOCKS MULTI POINT LOCK BUTT HINGES OP IONAI e a - - � (1)ITCH FOR WINDOW WINDOWS UPTOJ 31 1/2'MAX m 8 31 6/6'MAX. WDW.HDOHT NO.OF 38-3 HTS y HEIGHT UPTO 36• UPfO K�pp� REWIRE 11Z ONLY D.L OPG. D.L OPG. 00$` (2)LATCHES FOR WINDOW �. 2 36 3/8'MAX 36 1/2'MAX r I 1NEIOMS ABOVE 36' 36-3 3 VENT WIDTH VENT WIDTH Z� 81 Hp- 6' 6 38 6/8'MAIL. 76'MAX J WBJDQW WIDTH WINDOW WIDTH a 0 8 SERIE5-1400 IMPACTVIE7P SINGLE VEtJT WE DUAL VENT WOW. c ALUMINUM CASEMENT WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2 AND 3. .. APPROVAL APPI.,ca 10 JINULC-(AIUi aENT WINW44. R ALSO COMBINATIONS OF CASMT/CASMT OR CASMT WITH OTHER R WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DARE COUNTY APPROVED MULLIONS IN BETWEEN. c ' LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE o•a REQUIREMENTS OF THE 2014(DTH EDRION) FLORIDA BUILDING CODE LAMINATED GLASS g INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). INSTIL. LAM. GLASS Qxmmmm'pmpmrlv MM PRODUCT REVISED LARGE MISSILE IMPACT LOADS TO THE STRUCTURE. as aomplV297 wtth the Florida ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS NDA-No. • 18-0818.03 TT Ills TN�r� q EMBEDMENT TO BASE MATERIAL SHALT.BE BEYOND WALL DRESSING OR STUCCO. THESE WINDOWS ARE RATED FOR URGE&SMALL MISSILE IA1PACi. ��.�•. kiib_� SHUTTERS ARE NOT REQUIRED. Expiration D•te 1 12021 9� ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. By `��• A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. M1a - a a tm Co 1 ALL SHIMS TO BE MGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. - e 't 1) 101 � � drawing no. MATERWS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT L ,� W01-52 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE b•� ... REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE. L 1 sheet 1 of . . ••• . • . ... .. .. . . . .. .. . . . . . . . . . . . DOW TOAD CAPA017Y-PSP troll(AH)SM . 0 . . . •• 4. lu t CLUSTER 07 4 ANCHM CLugm O7 6 ANCHORS • • • • • • • •• • !DI DSBIGN LOAD CAPACRY-PSF POR(2)51268 AT IA6'OST tUCATLON AT Omm IOCATTON • • •• • • • • • •• 1/8'HEAT SB$N'D CLASS TYPBB GLASS'RTE 0488 TYPES NA89 TYPE OLA98 raw 0488 TYPE • • • • • • • • • 6090'Interlayer = -� a7N0Oe DIY& $'. N•b' E' 11ND01f D31f8. 'e'.b'•'D' 'E' 'B','C'&b' 7L' • • ••• ••• ••• • SaHex dear And Color Claes J MOTH KOWIT EXQ+) IW4-) FXr.(+) 1Hr.(-) MM HEOW EXr.(+) 1M.(-) BXf.(+) 1Nr.(-) FXL(+) 1N7.(^) EXT(+) INU-) By'Eastman Chemical CO.' 19-1/8' 750 XG 85.0 85.0 1. 78.0 78A 65.0 6&0 75.0 75.0 65.0 6101. 1`gp6 x(� p 26-1/Y 76.0 75.0 85.0 NA 53-1/b' - 7&0 75.0 65A 86.0 73.0 75.0 6860 65.0 1/8'HEAT SLREN'D CUSS �11�,p $ 37' 75.0 75.0 0&O 69.0 74' 7a0 76.0 65.0 65A 73.0 7&0 694 85A •• • • • •• ••• •• CL 79-1/8• 38-3/8' 750 75.0 85.0 65.0 37' 38-3/6' 7a0 78.0 6" 0960 73.0 780 65.0 85,0 • • • • • • • • • L`� 18 SILICONE • ••• • • • • •• • $$ OE 2800 �p 28-1/R' (4) 7&0 750 65.0 BBA 53-1/8' (4) 7&0 75.0 85.0 6960 73.0 7&0 MO 65.0 • • • • • •• • • � Y 3T 7660 MO WA Bao 74' 78A 7&0 85.0 &4.0 75A 76.0 650 6860 • • • • • • • • •� �? >3 19-1/8' -3/S, 780 78.0 me 65.0 3T 1 3/8• 75,0 7860 65.0 65.0 76A 75.0 OSA 83.0 •• • • • • • ••• •• 4 28-1/Y (5) 7&0 7&o BSA 65.0 53-1/6• �) 75.0 75.0 65.0 85.0 7860 74o 65.0 65.0 37 760 7&0 0 88.0 74' 83.1 63.1 63.1 6&1 78.0 75.D 6&0 8SAar dyyl .0 65.0 117' 7&0 7&0 8&0 65.0 75.0 790 85.0 684 26-t/2' (8) 7560 7a0 88.0 8560 83-1/6' 7a8 70.6 0560 64.0 7660 780 BS.O BSA •:•. _�Z 37' 750 754 - - 74' 50.7 80.7 - - 76.0 730 19-t/8' 74-1/4' 76A 75A. 84.0 611.0 37' 74-1/4' 7&0 7860 SSA 8&O 76A 75.0 B&0 85.8 -GLASS TYPE 'B' .s-1/2° b) 1 )&v 7s0 1 _- - Sz-1,t 0> �.9 59s - as 67.0 37' 74.0 754 - - 74' 43.0 43.0 - BOA - - 1/8'HEAT STREN'D CLASS t2' 7bA 7660 $5.0 6110 24' 75.0 7&0 8&0 6&0 7&0 75.0 65.0 65A f6' TSA 75A 83.0 65.8 36' 75.0 76.0 SU 8&0 7&0 75.0 65.0 6560 .015'URETFfMff ADHESIVE 1/8'HEAT STREN'D GLASS* � CJJ7 24' 24' 76.0 75.0 65.0 58.0 48' 2Y 7&0 Me 650 65.0 7&0 79.0 6&0 G&O 070'Illterloyer J ' 3C' (3) 73.0 75.0 65.0 64.0 60' (3) 73.0 75.0 BSA 8&0 75.0 73.0 8560 65.0 SAF-0US Polyaar6anote t20'Interlayer 38' 7&0 7360 65.0 6&0 7r 7&O 75.0 85.0 0&0 7&0 75.0 650 65.0 -O LLQ' Uvax51 S of By'Albmx USA,Inc.' p .S 311' 750 76.0 6&0 65.0 70' 7&0 75.0 65.0 85.0 75A 7660 65.0 65.0 .015'UAEMANE ADKESNE OG i 1Y 7&0 75.0 65.0 6&0 24' 7&0 7&0 85.0 89.0 75.0 75.0 811.0 65.0 1/8'HEAT STREWD CLASS �i 1/8'HEAT STREN'D GLASS 18' 79.0 7&0 65.0 65.0 W. 711.0 no 65.0 8&o 75.0 75.0 85.0 6sA F 24' 36' 7&0 7&0 65.0 8&O 48• 3B' 7&0 75.0 85.0 0&0 75.0 7560 BSA BSA 6 SILICONE $ 18SILICONE `� g GE 28M GE 2800 30' (3) 764 7&0 0560 65.0 80' (3). 7&0 75.0 65.0 BSA 75A 75A S4.o 6560 30' 70.7 7&7 65.0 85.0 7Y 70.7 70.7 6560 65.0 7a7 70.7 611.0 65.0 , r M 39' 86.9 Bag 65.0 6&0 76' - 6&9 B&9 84.0 66.0 689 6860 SSA 89.0 4 4 fi 1Y 78.0. 7" 65.0 65.0 24' 78.0 7ao 0&0 65.0 78O 75A 85.0 65.0 Z 3 Z p 1s' 78.0 75.0 65.0 610 36' 76.0 75.0 65.0 654 75.0 7560 65.0 0&0 0p�?S 24' 4s' 75.0 75.0 65.0 05.0 48' IB' 75.0 75.0 6SA 65A 75.0 75.0 68.0 85.0 M .. 30• (4) XG 75.0 65.0 S&O 80' (4) 75.0 78.0 6&0 85.0 76O 7460 63.0 65.0 a ODM SB' 70.T 7&7 65.0 SS.O 72' 8&4 86.4 BSA 811.0 70.7 70.7 89.0 85.0 0 36' 66.9 88.9 8&0 6&0 70' 84.6 649 649 54.8 88.9 88.9 650 B&o G�tSS TYPE 'C' GLASS TYPE 'D' 12• 75,0 75.0 65.0 6&O 24• 75.0 730 6&O 65.0 75.0 710 63.0 650 16' 750 73.0 0&0 S&O 38• 78.0 780 SS.O 659 75.0 7&0 65.0 8&O {) 24' 60' 75.0 75k 65.0 - 85.0 49' eo' 75.0 7110 8a0 811.0 76.0 75.0 65.0 6&0 V-3/16•ANN.GLASS G 30•: I 7&B 1 )�+•a; '85.0 -6&J 80' _ •• 6&7.. LU.7 65.4 w._J ic.� 7660 :.:,.0 B6.i. 1 GIN 1 I 78' 70.7 70.7 - - 72' 54.7 54.7 - 703 70.7 - - 120'Interlayer 33' 6&9 66.9 - - 78• 51.8 819 - - B8.9 66.9 - S C 0 BY'Alleex USA Inc.' 12' 78.0 7&0 694 BSA 24' 73.0 76.0 65.0 85.0 75.0 75.0 65.0 63.0 18• Tao 76.0 6&O BSA 38' 75.0 75.0 65.0 65.0 75.0 75.0 0&0 6&0 3/18'ANN.GLASS 24• 72' 75,0 75.0 0&0 6560 46' 7Y 68.4 66.4 65.0 6" 7560 75.0 65,0 65.0 18 SILICONE NOTE: 30 (s) Tao 7sA - - 6D' (6) 94.7 4&6 - - 60.3 57.1 - GE 2800 GL SS CAPACITIES ON THIS SHEET ARE €I99 38' 70.7 70.7 - - 7Y 4119 4&8 - - 57.1 57.1 - - ii BASED ON ASTM E1300-09 (3 SEC. GUSTS} ° 36' 6&9 68.9 - - 76• 43.2 43.2 - - 64.8 x9 - - I 4 'I it AND FLORIDA BUILDING COMMISSION 0 0 12• Tao 7660 6" 6&O 24• 75.0 7560 BSA 65.0 7&0 75.0 65.0 ese n DECLARATORY STATEMENT DCA05-DEC-219 18' 75.0 7&0 65.0 6&0 36' 7&0 75.0 8&0 65.0_ 7&0 75,0 85.0 fA 24• 76' 7560 Tao 8560 s5.o 46' 76' 04.0 649 Bab 64A 68,4 ee.4 65,0 BSA I` PRODUCT REVISED s - 30' m 73.0 73.0 - - 80• (� 379 81.6 - - 60.0 S&0 - - an c0mpl With the Florida 38' 7$60 7a0 - - 72' 43.2 412 - - 4860 49.0 - - NOBuiTA-No. B 78-0818.0 `�N'.Y.• 36' 744 74.0 - - 76' 40.9 40.9 - - 4860 4860 - - Ex rat!n Dete 10!2812021 N' ()-NO.OF ANCHORS PER MW (>-ND.OF ANCHORS PER JAMB GLASS TYPE 'E' By _ Mta a Yo ua on •� drawing no. GLAZING OPTIONS 20 ss` � 0 � WO 1-52 1 1 Sheet 2 of 7 .. .. . . . .. .. . . . . . . . . . . . D1ma LOAD CAPACITY-m POE(32)812 • •o/a'TEMP,MASS• • •• 15318188 OF a ANCR088 CW69ER of a ANCHOEB • • • • • • •• • 9E81ON LOAD CAPACPIY-PW M(S)612133 AT IMPOST LOCA7pN AT 11MIM 10uum 1'4•YR SPACG • • •• OMA9a TYPE MASS TYPE oL489 T7PB .T7PE OMA88 TYPE • • • • • r67�� tINDOP D>Xe. [74 Dnts. `p' '0' 'p •s' • • • • 1/8'MEAT STREN•D "-i 1l1DTN Hmff ESL(+) In(-) Exr.(+) 1Nf.(-) t$10}I -+) 1Nr.(- -.(+ MNG(-) IXI:(+) 1NT.(-) EXr+) 1NT.(-) • �tntel076r• •19-1/8' 63.0 6.0 5&0 xo65.0 65.0 58.0 S&O 0&0 65.0 88.0 Sam Salt%Clear And Color CloseF 28' 28' By'Eastman amykel Co.'2G-1/2' (3) 6&0 611.0 58.0 911.0 (,) eam 55.0 SOA aao 63A BSA S&O S8.0 37' BSA 05.0 68.0 38.0 &9.0 650 58A S&0 GOA 65.0 B&O 38.01/a'bl{OA7SIRL}I'�CUSS19-1/6' 63.0 65.0 88.0 58.0 65.0 Sam 911.0 no 6&o 68.o Sew S&0 • • • • • • • •20-1/2' �)6• 65M bsm 58.0 SW (4)e• 454 65.0 58.0 Sall 55.0 65.0 50.0 5&O 0•0 •• • ••37' 6&O 65.0 911.0 58.0 GSA 6&0 a&tl 68.0 85.0 85.0 5LO S&D • • • 8 • •to-1/8' 684 6SA S&0 58A 65.0 65.0 5&0 58.0 65.0 WA 58.0 511.0 - • • 26-1/z' 6• 65A a" 50.0 58A 53-t/e' �� 05.0 &4.0 a6A 5&0 850 6&0 5&0 5&D \� ,� • • DOW lNc 698 Q 3r 6&O 65.0 a&e 58.0 74' 63.1 6].1 58.0 58.0 55.0 55.0 580 58A 19-1/8' r1o. 65.0 58.0 5&0 3r BSm 65.0 5" 68.0 113.0 65A S&o 58A 20-1/2' (6j 65.0 58A 5&0 a3-1/e' 65.0 65.0 WO 511.0 63A 63.0 911.0 5LO 37• 0&0 3&0 5&0 74' 50.7 911.7 50.7 50.7 65A 63.0 a&0 5&0 � �L 19-1/8' 74-1/P83.0 911.0 Sao n' 74-1/4' 6SA 6&0 5&0 59.0 65A S5A a&0 SBA28-llr (7) 65.0 aBA s&o 53-1/d•. (7) 599 599 5&o 58A 820 MA S&o 911.0 OLKASEAi&WRU-3/4' "A 67.8- 51.5 74" 43.0 "0 4" 43A 6" 06.0 97.8 87.8 BY'QUANW19-1/B 6aA - - 37' 65A 55.0 - - 65.0 65.0 58.0 58.0 GI.A33TYPE26-1/2' 78' 65.0 - - 53-1/8' 78' 59A 59.9 - - 85A 8211 5&0 sari(7) (7) 11/18'OVERALL WA L LAM.CLASS 36-3/4' 61.4 - - 72-1/4' 43A 43.0 - - 81.6 61.5 US 57.8 12' BSA 65A 0&0 B8.0 24' s" 65.0 88.0 68.0 BSA BS.O 68.0 9&0 IB' _ 65.0 65.0 5&0 5&0 38• 65A 65.0_ 58.0 6&0 O.0 820 B&O tf8.0 2r 24• 65A 65A a&0 a&0 48 24' 0" 65A 53A 98.0 &6A 850 88.0 a&0 1/d'AWI./TEMP.CLASS 30' (3) 610 650 S&0 SU 60' (3) 65A 61G 58O 98.0 65.0 850 58.0 SBA 36' 65.0 6&O 8&0 su 72' BSA 65A WA 58.0 65.0 69.0 98.0 8&0 1/4'AIR SPACE 0 tr 85.0 '65.0 680 58.0 - 76• USA 65A 5&0 B&0 86.0 65.0 B&0 86.0 1/B'MAL CLASS m IB• 8&0 65.0 58.0 98.0 24' 65A 6&o S8.0 5&0 65.0 $&a 5LO SB.D � 24' 36' mo 65.0 as o a9A 38' 650 S&O 68A 58.0 610 610 5&o 88.0 �Intt�And Color Class ^ a� 30' � 65D 0&0 SBA B&0 - 4G' 38' 85.0 65.0 BBA E&0 65.0 65.0 s&0 S&0 By ex Clear And Cool C la IL 38' 610 65.0 3&o a" 80' (3) 65.0 65A SBA 5&o 65A B2o 5&0 5&0 y', Ir 63A 610 Wo 8&0 n' 65.0 65.0 BSA 5&0 65.0 010 6&0 5&0 1/8'ANN.GLASS zr 18• 03.0 65A 95.0 5&0 76' 63A 6" =.a SSA mo 65.0 OLD 6&0 MC17 24' 46' o5D_ 8&O 98.0 88.0 24' me 65.0- 58.0 58.0 BSA o5A 68.0 55.0 �� 15 �002 p. 3D' (4) 65A 85.0 58A 5&D 36' 6SA 65A SSA S&0 65.0 850 58.0 99.0 yr SBICONE C� 36• 65.0 620 5&0 S&O 48' 48• 65.0 610 56.0 58.11 65.0 65.0 5&0 S8D $ DOW'CORNNG 898 1r 610 63A WA 88.0 00• (4) GOA a&0 5&0 asA e5A s5A 8&0 B&0 iv OE 2800 16• 65.0 G5.0 WA 58.0 7r 65A. 68.11 98.0 58.0 65.0 65.0 58.0 58.0 1 far 24' s0' 89.0 OSA SBA a8A 76' 849 64.8 58.0 69.0 0&0' 65.0 SBA S&0 G 30' (5) 05.0 6&0 5&0 FM0 24• _ a" BSA .88.0 511.0 680_ 8&O a" mn KS r._ _. 1 d"iW I1S Ali a 38' A.0 6x0 '68.4-"us 38' - F45.6 .-65.0 56.0- 68.0 B&O 'WO 80.0 58A 1z• 65.0 65.0 56.0 550 48' Go' 83.0 5" 'J&0 6510 810 68.0 58.0 1e• 65A 65.0 a&0 58.0 60' (5) OSO SBA 530 65.0 65.0 58.0 584 OURASFAL SPA R 77 q 24' 7r 65.0 65.0 38.0 58.0 7r 6&0 S8A 58.0 810 69.0 58.0 59A 98 30• (6) 116.0 66.0 mo 68.0 70' 81.0 519 alb 65.0 OSA 5&0 5" CLA33 TYPE 'G' 38' 65.0 65.0 6&0 68.0 24• 6&0 511.0 S&0 65.0 65.0 S&O 98.0 12' BSD 85A 911.0 911.0 30' 810 650 a&0 &4.0 65.0 5&0 98m 15/18'OVERALL NSUL IAN.GLASS NOTE: • -m GLASS CAPACITIES ON THIS SHEET ARE o 18' BS.O OSA 511A 56.0 48' 72• 85.0 56A 5&0 6&0 65.0 S&O OLD BASED ON ASTM E1300-09 (3 SEC. GUSTS) B 24' 74-1/Y OSA 65A B&C 68.0 W (8) 54.7 54.7 54.T 65.0 65.0 S&O 58A (S.M.I.) AND FLORIDA BUILDING COMMISSION - 30 (7) 05.0 65.0 Bea 560 7r 41L6 45e 48.0 620 65.0 580 55A EXTERIOR PLY OF GLASS TYPE 'G' DECLARATORY STATEMENT DCA05-DEC-219 3e 65A MO 55O 58.0 24' 650 64.0 68.0 S&0 0&0 65.0 SILO- 584 MUST BE TEMPERED TO QUALIFY FOR 12' 65.0 65.0 88.0 5&0 35' 65.0 55.0 5&0 58.0 810 05.0 S&O 384 SMALL MISSILE IMPACT RATING. 111 111 7 7 1 18' 85.0 •65.0 56.0 38.0 4B' 70• 64.8 641 58.0 38.0 85.0 85.0 56.0 58.0 ♦ ♦(� 24• 76' 66.0 6s.0 56.0 56.0 60• 0) s1b 51b a1.e 61b a&o es.o aao as4 PRODUCT REVISEDSPr' ., as eompf=with the Florida 8 3O• (7l 810 OSA 50.0 6&0 70-1/6' 412 4&R 43.2 433 810 85.0 54,7 54.7 Buodleg Code 35-7/8' 621 82$ 94.7 84.7 72-1/4' 453 412 - - 81.5 81.3 - - NOA-No. 75-0878.05 q 7. - ••:*_ () NO.OF M CMRS PER JAMB () N0.OF MOM PER JAMB tratlon Date 1012612021 E'Go 2 T ZQt6 drawing no. W01-52 M3, M ado Product n o Ss/QUA4 � bheat of .. .. . . . .. .. . . • TYPICAL ANCHORS �4 LOCATION OF SEE ELEV. • •• • • • •s 1� ��CLUSTER FOR SPACW0 TYPICAL ANCHORS • • • • • • • •• • 28Y WOOD BUt:dC AT IMPOST • • •• •' a • • • OR AT XX WINDOWS ONLY 1BY S�ELEVS. • • i _ • • • WOOD RE EDGE DIST. WOOD BUCK FOR SPAf:O.10 r_•_ _ __1_ '1 • O g g 's• :... •• EOGE y-A�-B-�COUNtt•411P#OYW•t lAysA n .• .. j/g• j IIS LLI•NU� B MMUON ANCHORS j I •• • q a• �'•. 'FDGS DISL. 03Sf DIST. 1 SEE SEPARATE NOA I 1 L E GIST. ` aao s e ...r 1IDF ST. EDGE DIST. VX t/Y F.H. -- • • • •• • SVS • • • • • • 7w{ ': 2 PER HINGE L I ••• I i • • ••• •• I V p(yl O as 5 TYPICAL ANCHORS IYPMAL ANCHr ORS �} 5 SEE ELEV. SEE ELEV. tb®7 V X 5/ FOR SPACING FOR SPACING CUIING SCRIEM 2 a WOOD BUCKS AND'METAL STRUCTURE NOT BY AWP WINDOWS ZELAILAM HORS: SEE E m FOR SPACING 2 PER WNGE MUST SUI-TA1N LOADS :MPOSED BY GLAZING yYSTEtt I 1/4'D.1. ULTRACON BY 'ELCO' (rwm KSL Fy-135 KSI) � AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1-1/2' MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 13Y BUCKS INTO CONC. OR MASONRY i i 0 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL) Yt 1-1/4' MIN. EMBED INTO CONC. OR MASONRY (JAMBS) aS I ! i DIRECTLY INTO CONC. OR MASONRY 1-1/4° MIN. (IMBED INTO CONCRETE (HEAD/SILL) 1-1/4' MIN. EMBED INTO CONC. OR MASONRY (JAMBS) 1/4' OIL TRS OR SELF DRILLING SCREWS (GRADE 5 CRS) vM c y� ✓� INTO METAL STRUCTURES j 6 STEEL : 1/8'THK. MEIN. (Fy = 36 KSI MIN.) _ z4 1 ai ALUMINUM : 1/8'THK. MIN. (6083-T5 MIN.) p� O"� E (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) �B +1 Al2 SIRS OR SELF DRILLING SCREWS (GRADE 2 CRS) C--� INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. - 1/8'7 (NO SHIM SPACE) TYPICAL EDGE DI INISTANCE L L i Lfill L a RTO CONCRETE AND 'WA_SC44 A 2-1/2' MIN. $��I�1QisL tt INTO WOOD STRUCTURE = 1' MIN. (UNLESS SPECIFIED OTHERWISE) E 3 INTO METAL STRUCTURE = 3/4" MIN. WOOD*AT HEAD,SRL OR JAMBS SG a 0.55 MIN. 2 CONCRETE AT HEAD,SILL OR JAMBS fe-3000 PS MIN. 8 5 C-80 HOLLOW/FILLED BLOCK AT JAMBS rm -2000 PSI MIN. © Y z SEALANTS: ii ALL < ALL JOINTS AND FRAME CONNECTIONS SEAM WITH g L t SILICONE OR ACRYLIC SEALANT. I 4i e. ' m .d PRODUCT REVISED ,, : •- _.. ' •.. as aom ty12 with the Florida ' 'a Budding Code .a .• a!'• •.,4 ' ..a*a .dOCSTIOy'OF' NIDA-No. 16-0818.03 - b AATTt MOST rat explratton)tate 10/ 8/2021 SEE ELq "A .••o:. .ANCHORS �•• • _: L AT XX WPIDONS ONLY By 2 2016 :� draping no. • SEE ELEV.FOR SPACING EDGE olsr. WHamcads Product ComoS`S/ AL 1❑ ah•et 4 of� a 00,10 age 00 0 • • • ••• • • • • • • • • • • ••• • • • • ••• +r • •• • • e 000 1/2'X 7/8'X 1/8'SHU • • • • • • • • • -3/4'LONG • • • •. 71 + • • • O a^ BBER ANGLES Z B • • •+• --•• ••• • q .AT 12-FROM / AND AT MDHEGHT 1/4'NAIL 1L SILL 1/4'SHDA © SHINS M -DAOE COUNTY �'• ' 610 X 3 4'SMS 1 • a • • SMI�W7! N ••• Qi 3 PER 8 • • • + • yyll 719 0 iBY • ••• • • • • •• r u^. WOOD BUCK 8 '." WOOD BUCKS • • • • • •• • _ O WOOD UCTU R - • • • •R i r o•• iYPK:AL ANCHORS If 11 SEE ELEV. 1/2• �•...- FOR SPACBI6 _ ''r 11 t I a �.• I I I IL I ' Y7 EXTERIOR 2 Si ° EXTERIOR D.L.OPC. D.. WINDOW WMTH WINDOW MOTH VENT WIDTH TYPICAL ANCHORS SEE ELM /� Q WINDOW WIDTH FOR SPACING 1� TYPICAL ANCHORS SEE SINGLE VENT WINDOWS p FOR SPACING <m t/4. - '.Z S SHIM 1/4•WJ1. I :; B SI' `' 1BY w� C WOOD BUCKS s s q STRUCTURE ----- --- ----- ---- ..�SEE F �SPAcwc @ s 1' /4; • .r IfI EXTERIOR 8 W •y� N`o g I 2 7 2 p • o ^ $^8ti A.4 GPC. O.L OPQ BUTT'HINGES g u s_•, VENT WIDTH OP7IOHAL PRODUCT REVISED a•aompth the Florida Building Cods ^ WINDOW WIDTH NOA-No. 18--0698.03 %If TYPICAL ANCHORS DUAL VENT WINDOWSExpiration Date 10 029 jPJ •.• �' SEE ELEV. By N ^ FOR SPACING FEB 2 2016 ; draw(ng no. r � sheat 5 of 7 .. •• • • . •• •• • • . • . • • . . . • • . ••• • • . . •.• --2984 ITBII PART/ Q110111% DI <ON • • T6RIl� MA -=/mwXS V+V 1 YE-,401 4 BOB - N PLASTIC ST,STEEL PDN 2 YE-1402 4 • • • 60634X8 .8&4 .801 END CAPS 3 1E-1404 1• F�Sf • - �. 4 YE-1403 'AS IHOD. BEAD ) .997 4A YE-1409 -AS REOD. ALT.o1Az9Io BEAD(m mm) 5083-•T6 O O 49 VE-48 AS RECD. /LLL TRlTJHG BEAD IAM.GLASS) 6063-18 - 3°66 3 /6 X 1" AS REOD. VW ASSWKY YDWn ••• of .062 2.887 6 YM-1409M AS RECD. LB WEIDHEIY PtMNO• • • • SlR1NAN @ SUUNAN 6� 7 YM-920 AS READ. O V9fY+ SULWAN&SUUNAN <) I 0 4.484 4.684 8 1688/31882 2/VENT 2 GO HOE,•T Ti Z Bwmw • SIEI� TRUTH $3 11111 eA YH-OSO 3/VENT 1W HW �.T. ATUCRm w/(6)#10 X 1/2'FH SCREWS S72 9 YN-1420 SEE ELEV. FACE MOUNT LOCH 2AVAK TRUTH,AT 13-1/2•FROM BOT.ac 17-1/2.FROM TOP Q 10 YH-1410 1/LOCK LOCK KEEPER,AT FRAME JAMB FACING LOCK STEEL YALE,AT 13-1/2'FROM BOT.4 17-1/2'FROM TOP Tdq) 12 it YM-1453 1/VENT ROTO OPERATOR 2AMW4STL.TWIN.AT Ir FROM ENDS a qq FRAME 1 12 YN-1411 1/CORNER FRAME CORMER KEY - YALE(7/9•X r X,/6"X a•LONG) S 13 YM-1408 11 CORNER VENT C=GR KEY - DECO 1 1.124 1.182-� 14 YR-1480 1/CORNER FRAME CORNER KEY N.UM981M 2-1/4'X 2-1/4"X 1-6/32•X 1/18• T READ ICUWH SCREWS _ YR-1622 AS RE11D. OSAMM Sk—.R LAY.OIASro� VINYL OUROWTER 7008 SNORE A. . 1.288 16 YN=822 AS RECD. l•VZ046 GASKET GLASS) VN& OMMEIER 7006 SHORE A —� 1.702 BUTT HINGE 17 AS REOD. SETTING GLOM EPDM DIROMETER 8005 SHOTE A n L 4 .� L.� 1.775 >t0 4 Ip Q VENT 3 C3i o ---4.200 3.500 3.800 Q W g 1.000 O .810 '082 1.318 Yag PRODUCT REVI6HD 3 .266 ns oom%:T wHh the Florida Bulldhlg Code MCA-No. 1s-0818.w - O IMPOST R. ratign Date 10 021 m g& Mlem P e Oat Gory 290 q , S4S ----.{1I 548 24--- T- .782 � en s61 o4s.7(6s 917 7exa5 .6eo FB Z�# 280 500 .674 drawing no. W01-52 Q GLAZING BEADS (LAM, GLASS) 8 1 O GLAZING BEAD (INSUL LAM.GLASS) °;; 1 shset 801 7 0. see 0 000 000 .. ' t2 • • • .• • ��?.3 :. 0 {� / 14 "e• iY g ... •.. j Q AA3f d .. . . 00 �jrljlN • �o W. • , s g i IFRAME CORNER o LLL o a � ¢M • i PRODUCT REVISED c sWldl"+ 190 .7-lm the Florida NOA-No. 15-0618.03 Expiration Date 10/25MO21 By Prod t 97 VENT CORNER d � 4 •� e lbdpOST COPING ..... . W01-52 / W sheet of 7 M 1®DARE MIAMI-DADS COUNTY * PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.govreconomv AWP Windows and Doors,LLC 8130 NW 746 Avenue Medley,FL 33166 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 Zone.iode.including the High Vel *tv Hurricane 4 Q IPTION:Series 11300 Impact View"Aluminum Fixed Window-L.M.I. rawmg o. WW-39, titled "Series 90 impactview, Alum Fixed.Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 06/10/03, with revision I dated 02/09/16, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, 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 t Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant. goo* LABELING: Each unit shall ear a permanent label with the manufacturer's name or Togo, c"'';tate, • series, and following statement: "Miami-Dade County Product Control Approved",Mess•otherw?4e:n®ted ••••;. herein. •'• RENEWAL of this NOA shall be considered after a renewal application has been fit@j$mid them bas been •• • no change in the applicable building code negatively affecting the performance of thisIypdvet. : 696 0 00:06 TERMINATION of this NOA will occur after the expiration date or if there has beau 1"Jision b?ch'lAge •••• in the materials,use,and/or manufacture of the product or process. Misuse of this Nt7A M an endors cinent .' of any product,for sales, advertising or any other purposes shall automatically termi4d'ON;NO4. FeQure o o o e:o to comply with any section of this NOA shall be cause for termination and removal of NOA. 000000 • • ...... ADVERTISEMENT: The NOA number preceded by the words Miami-Dade mount;, Florida:-Vd • followed by the expiration date may be displayed in advertising literature. If any portion of the NOA'is displayed,then it shalf 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. This NOA revises NOA No. 13-0326.08 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation vias-reviewed by Manuel Perez,P.E. NOA No.15-0602.05 MIAMI-DADE COUNTY Expiration Date: March 04,2019 rr2�! Approval Date: February 18,2016 2 Page 1 AWP Windows and Doors�LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 03-0710.01) 2. Drawing No. W03-9, titled "Series 300 Impact View Alum Fixed Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 06/10/03, with revision H dated 12/04/15, prepared by AI--Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 i 3)Water Resistance Test,per FBC,TAS 202-94 6 4)Large Missile Impact Test per FEC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of a series"Impact View" aluminum fixed window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL-8479, dated 01/14/16,signed and sealed by Idalmis Ortega,P.E. ' 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test: Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC, TAS 203-94 , along with marked-up drawings and installation disgram of a series "Impact View" r aluminum fixed window, prepared by Fenestration Testing Laboratory, Imo,Test Report No. FTL-3467,dated 03/31/03, signed and sialed by Josgph C. Chan,RFr• ••••;' (Submitted under NOA No. 03-0710.0.1) 969:80 •• i 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per WOTAS 202-94 ;••••, 2)Large Missile Impact Test per FBC,TAS 201'94"' •• ;"": 3)Cyclic Wind Pressure Loading per FBC,TAS-jql�4 ; '..' ••••• along with marked-up drawings and installation diagram of a $e4es."Impaot•V�igw" •• aluminum fixed window, prepared by Fenestration Testing Lworaroiy, lnC."Test '•••• Report No.FTI..-3553,dated 03/31/03,signed and sealed by JoseW(r?than,P.9. ;. (Submitted under NOA No. 03-0710.01) • C. CALCULATIONS: • 1. Anchor verification calculations and structural 04lysis, complying with FBC 5« Edition (2014), prepared by A1-Farooq Corporation, dated 04/24/15 and revised on 02/01/16,signed and sealed by Javad Ahmad,P.E. 2. GIazing complies with ASTM E1300-09 anu a ez,P.E. Product Cont of aminer NOA No.15-0602.05 Expiration Date: March 04,2019 Approval Date: February 18,2016 E-1 i AWP Windows and Doors,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflez Clear and Color Glass Interlay ers" dated 06/19/14, expiring on 05/21/16. 2. Notice of Acceptance No. 13-1105.10 issued to Sily-GLAS, LLC for their "SAF- GLAS Polycarbonate Glass Interlayer",dated 12/19/13,expiring on 12/16/17. F. STATEMENTS 1. Statement letter of conformance, complying with IfBC 5« Edition (2014), and of no financial interest, dated January 22, 2016, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Asset purchase agreement dated 03/20/14, signc;d by Mr. Paul Schmitz, Chief Executive Officer and President, Trulite Intermediate Holding, LLC and Mr. Tim Morris,Jr.,President and C.F.O.,AWP Windows and Doors,LLC. 3. Letter from owners of existing NOA stating that they have sold all assets to the applicant,that they no longer manufacture the product and relinquish thea rights to the current NOA No. 13-0326.08, dated 04/20/15, signed by Mr. Kevin Barrett, Chief Financial Officer,Mulite Window&Door Solutions,LLC. 4. Statement letter for Name Change Request dated 07/15/14, issued by AWP Windows and Doors,LLC, signed by Gerardo Beros,Director of Engineering. 5. Laboratory compliance letters for Test Report No. FTL-8479, dated 01/14/1.6,,•4sued by Fenestration Testing Laboratory,Inc.,signed and sealed by Idalm4 Ortega•k.V' •••••• 6. Proposal No. 15-5909 issued by the Product Control Section, dtgQ (Q9/04/14:1igned ••• • by Manuel Perez,P.E. ...... 7. Laboratory compliance letters for Test Report No.'s FTL-3467•aftd.-FTL-3553',both ;•••• dated*03/31/03, issued by Fenestration Testing Laboratory, lq*,:both sflati.1,nd .. ••• sealed by Joseph C. Chan,P.E. ..0 0 . ••••• (Submitted ruder NOA No. 03-0710.01) ••••• a 00 G. OTHERS • ' :...:. •••••• 1. Notice of Acceptance No. 13-0326.08, issued to Trulite Windork &boor QVILOns, :•••• LLC for their Series "Impact View"Aluminum Fixed Window-)'.M.I., applov8d on 06/06/13 and expiring on 03/04/19. Manuel Per .E. i Product Control Ex finer NOA No. 15-0602.05 Expiration Date. March 04,2019 Approval Date: February 18,2016 E--2 0 ... ... • •• ••SUr�Fyy.. ED•WINS 7 ••••• iu • • • • • AC�APPl1 • M S'MAX. PTI 10 3/4'MAX. M FROM ENDS • •• A • •• HEAD/SILL so O� I II 12a � II IIy� •I` p .. . . n . .. R• . I I u S CCPV • • I TELT.. yl �Qj • ___ HF____�F____ R_____R_____ QQ 3 TI it II Z 6 II 11 11 11 II 11 II got. J 11 11 II 11 II II II LL (N$p 4 �I II 11 II I 109 3/4' n D.L.OPG. o $ 114' N IE 11 ' WINDOW WIDTH O �. S I I TYPICAL ELEVATION L J TESTED UNIT �{ �WINDOW WINro I I i2 n I I 00 SERIES '300 IMPACT VIEW' ilio i I I I ALUMINUM FIXED WINDOW L.__ —J — APPROVAL APPUES TO SINGLE UNITS OR SIDE 13Y SIDE PRODUCT R6V 4SI:D COMBINATIONS OF FIXED/FIXED OR FIXED WITH OTHER ny�rrrplylog�vllhWeAlo-id0o e O O C WINDOW W10TH WINDOW WIDTH, WINDOW WIDTH MIAMI–DADE COUNTY APPR'D WINDOWS USING MIAMI–DADE COUNT( !:,rw l'y ' V J N0PROVEO MULLIONS IN 8ETWEFN. .a��w...w::_ L0� p LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL Ex UouDote' I I WILL APPLY TO ENTIRE SYSTEM. 9y ,C-- 4', .gg I I — - — 4', gWProdouCofl DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS I I •i I SHOWN ON SHEETS 2 & 3. THESE WINDOWS ARE RATED FOR LARGE&SMALL MISSILE IMPACT. o'm m m SHUTTERS ARE NOT REQUIRED. a L J THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THIJ REQUIREMENTS OF THE 2014(5TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). LAMINATED GLASS 's WINDOW w �,wInTH vnNDo vnNDow WIDTH I LARGE LAM. GLASS I_ l I BU KS OTHERS, MUST O LOADS To THE STRUCTURE. LARGE MISSILE IMPACT F ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS Si 4 EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. Engr..IAVAD nHMAO o e e 70892 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE FLA. G - = N NOT PARI OF THIS APPROVAL. . A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON–METAU IC AND NON–COMPRESSIBLE. 09 2�7 drowlo ALLOWABLt LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT W03-39 VERIFIED 8Y INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE SHOWN IN DOTTEDUNES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHARES. REQUIREMENTS OF THE 204 FLORIDA BUILDING CODE. sheet 1 of D6 . . . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... uY - DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF 4 M WINDOW DIMS. GLASS TYPE'B' GLASS TYPE'C' WIND OB' DIMS. I GLASS TYPE'B' CLAW TYPE'C' � • •• • • • 000• 4Y o WIDTH LENGTH EXT.(+) INT,(-> E%T,(+) IMT.(-> WIDTH LENGTH E%T,(+) INT.0-) .+ •- • • •• • • • • • :0. • g 3 36'- 86.7 66.7 80.0 80.0 19-1/8" 80.0 80.0 80.0 80.0 • • • • •• •• 0 9 �d • • ••• ••• ••• • a 42' 50.0 50.0 80.0 80.0 26-1/2' 28, 80.0 80.0 80.0 60.0 48' 50.0 50.0 $0.0 80.0 80.0 80.0 0 54" 48' 50.0 50.0 80.0 80.0 SJ-1/8' 80.0 80.0 80.0 60.0 11 60' 50.0 50.0 80.0 80.0 - x_3/8"r.2.5 80.0 80.0 ,� ••• ••• ••• ••• ••• ••• m 66' 50.0 50.0 60.0 80.0 26-1/2' .0 80.0 80.0 80.0 C h 8 f7 N 72" 50.0 50.0 60.0 80.0 37' .8 84.9_ 80.0 80.0 • • • • • •• • • ppC�il'1 36" 66.7 66.7 80.0 80.0 53-1/8° 62.5 80.0 80.0 ••• • • ••• • • :00 ••• 42' 50.0 50.0 80.0 80.0 19-1/8° 80.0 80.0 80.0 8D.0 48' 50.0 50.0 60.0 80.0 26-1/2` 50-5/8" 80.0 80.0 80.0 80.0 N7 rll V 54" 60' 44.4 44.4 80.0 80.0 37" 84.9_ 64.9 80.0 80.0 L 60" 40.0 40.0 60.0 80.0 53^7/8" 47.4 47.4` 80.0 80.0 IL W-Ro 66" 40.0 40.0 80.0 60.0 19-1/8' 80.0 80.080.0 80.072' 40.0 40.0 60.0 80.0 26-1/2' 63, 80.0 80.0 80.0 80.0 i. 36" 66.7 :-86_7 80.0 60.0 37' 64.9 - 64.9-- 80.4 80.0 42' 50.0 50.0 80.0 80.0 53-1/8' 45.2 45.2 80.0 80.0 �1 48' _50.0 50.0---80.0 80.0 19-1/8' 80.0 80.0 _80.0 80_0_ 54° 72' 44.4 44.4 80.0 80.0 26-1/2` 74_1/4" 80.0 80.0 80.0 80.0 NOTE; 60" 40.0_ 40.0 80.0 8_0.0 37' 64.9 649_ _80.0 _80.0 WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED 66" 36.4 36.4 72.7 72.7 53-1/8' 45.2 45.2 80.0 80.0 VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. ON 72" _ 33.3 33.3 66.7 66.7 36' 66.7 66.7 80.0 80,0 Q 42' _50.0 50.0 80.0 eo.o GLASS CAPACITIES ON THIS SHEEP ARE a to 48" 50.0 50.0 80.0 80.0 BASED ON ASTM E1300-09 (3 SEC. GUSTS). x� 54" 84' 44.4 44.4_ 80.0 80.0 c In 60" 40.0 40.0 80.0 80.0 O � , 66'' - - 72.7 72.7 Z 72" 1 - - 66.7 66.7 Lo A 36" 64.8 64.8 80.0 SO _ 42" 50.0 .50.0 80.0 80.0 3/16'ANN. CLASS -3/16'HEAT STREN'D GLASS I<a0 46' 50.0 50.0 80.0 80.0 98' -- 090'Inlerloyer 54" 44.1 44.4 80.0 80.0 Soflex Clear And Color;Iosc By 60" _ _ 80.0 80.0 .090"Interlayer 'Eastman Chemical Co.' r Saflex Cleo"And Color Glass OR qa 86" - - 72.7 72.7 8 fey'Eastmon Chemical Co.' 100`Into lover 8 36' 63.2 63.2 80.0 80.0 SAF-CLI:. POlycarborwte Ip' 42' , _- _50.0 80.43 1.-'uD.O , By 'SAF-GLAS. LLC.' _ I. Ilo {ri!4 48" 108" 5D.0 50.0 60.0 80.0 14 04 O O 3 16'HEAT STREN'D GLASS 54• - - 80.0 80.0 a -3/16'ANN. GLASS' / 60" - - 80.0 80.0 PRODUCT RGVISF.D 1 rS� 3C" 62.5 62.5 80.0 80.0SILICONE SIUCONE us eomptyingwdlldm Plorido PECORA 895 PECORA 895 Building Code 42" 50.0 50.0 80.0 80.0_ G.E.SILGLAZE 0 SCS280D G.E.SILGLAZE II SCS2800 aucpl�rce No � � 48" 114" 50.0 50.0 80.0 80.0 5 SCHNEE-MOREHEAO SM5731 5 SCHNEE-MOREHEAD SIA5731 Bxp3nuioa Date 2019 c 54' - - 80.0 80.0 OPTIONAL 2 'I i OPTIONAL 2 ' I LN 60" - - 80.0 80.0 I� �I _ 11 t 9? ade Produ ro °c w u a x 36" 81.9 81.9 B0.0 1 80.0 11 it ,1 II 42" - - 80.0 80.0 48" 120" _ _ 80.0 80.0 Eigr:JAVAD AHIAAD c 0 54' - - 80.0 80.0 m 7 ML AT 1/4 POINTS ON LRES 7 AT 1/4 POINTS ON LIIES FT/PCE 70592 36' 60.9 60.9 50.0 80.0 a WIDER THAN 35" s WIDER THAN 36" 38 42" t3z` - - 80.o Bo.o GLASS TYPE 'B' o GLASS TYPE 'C' r ' 48' - - 80.0 80.0 m 7/16`OVERALL LAM.GLASS m 7/18'OVERALL LAM.GLASS Cp C 38` 60.2 60.2__ _ 80.0 80.0 Y 1 � drawmq no. 42• 144" 80.o 80.0 GLAZING OPTIONS =,)��-3 .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF • •• • • • •• 4,1j WINDOW n WINDOW DIMS. GLASS TYPE 'D' GLA99 TYPE 'E' WSNDOW DIMS. GLASS TYPE 'D' GLASS TYPE'B' W • • • • • • • •• • o WIDTH LENGTH EXT.0+) INTA-) EXT.<+) TNT.(-) WIDTH LENGTH EXT.(+) INT.(-) EXT.t+> • • •• • • • • • •• 3 • • • • • • • • • Z 36' 70.0 70.0 80.0 80.0 19-1/8° 70.0 70.0 80.0 80.0 ••• ••• 000 ••• 000 ••• 0 a 42' 70.0 70.0 80.0 $0.0 26-1/2' 26" 70.0 70.0 50.0 80.0 Q. 65.0 68.0 80.0 80.0 37" 70.0 70.0 80.0 80.0 90 p 54' 48• 6u 65.3 80.0 80.0 53-1/8• 70.0 70.0 80.0 80.0 N 60" 57.5 57.5 80.0 80.0 19-1/6• 70.0 70.0 80.0 80.0 �� •• • • • •• ••• •• pNpuu 66' 51.1 51.1 80.0 80.0 26-1/2' 36-3/6, 70.0 70.0 80.0 80.0 •• ••• • • • • •• •• �"O C a op 72" - - 80.0 SO.0 37• 70.0 70.0 80.0 80.0 : : : : : :•• : . $C 36• 66.0 66.0 80.0 80.0 53-1/8" 70.0 70.0 80.0 80.0 •• •- ••• •• ryy g 42" 60.0 60.0 80.0 80.0 19-1/8• 70.0 70.0 80.0 80.0 V O 48' 575 575 80.0 80.0 26-1/2" 50-5/6. 70.0 70.0 80.0 80.0 54• 60• 53.5 53.5 76.5 75.5 37• 70.0 70.0 80.0 80.0 L Q g4 Z BC' - 70.7 70.7 53-1/6" 63.7 63.7 80.0 80.0 IL i2 CCNq�� 86' - - 70.7 70.7 19-1/8" 70.0 70.0 80.0 80.0 2 g E 36" 52.5 52.5 80.0 80.0 26-1/2' 70.0 70.0 80.0 80.0 a 1E l 42" 47.^ X7_0 80.0 80.0 •�° 63• K'_9 BO.P Be.o 80.0 8 '% 48' 72' - - -80.0 80.0 53-1/8' 51.5 51.5 79.8 79.8 54' - - 78.5 78.5 19-1/B" 70.0 70.0 80.0 80.0 �� U 38" 42.3 42.3 _ _80.0 _80.0 26-1/2• 74-1/4' 70.0_ 70-0 - 80.0 80.0 �� 3 42• 84" - - 60.0 80.0 37' 47.1 47.1 80.0 80.0 WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED 48• - - 80.0 80.0 53-1/8" - 79.8 79.6 VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. 36" 96" - - 77.3 77.3 19-1/8' - - BO.O 80.0 O 42' - 26-1/2' 76• - - 80.0 80.0 3E" 106" - - 72.0 72.6 Tr - - 80.0 no �a� 53-1/6' - - 79.8 79.6 S 1,0 NOTE:NOTE: GLASS CAPACITIES ON THIS SHEET ARE z 3C BASED ON ASTM E1300-09 (3 SEC. GUSTS). MUSU 1/B'ANN./TEMP. GIASS 1/0-TEMP.GLASS N <ao -1/4'AIR SPACE 1/4"AIR SPACE 41-, FxaMC-'00'n °HEAT STREN'D GLASS tx 1 .-Sof ex IC eo7And Color Glass ¢• d Color Gbsc PRODUCT REVISED ` 3uit- 1 Chemical Cl. n carnatyeigwilh die Plorwa `o 8y'Eoatlnan Chamlcal Co.'z ' 15-- 0- 602 , 05 0 0 O dirig Cod¢ 1/8'ANN, GLASS AT STREN'D CLASS cxpironDNO au 209 , o m $ mSILICONE ode Produce tre z�' SILICONE DOW CORNING 899 DOW CORNING 899 GE 2800 ` 2AGE 2800 (S.M.I.) o n g 0 EXTERIOR PLY OF GLASS TYPE '0' H o MUST BE TEMPERED TO QUAUFY FORSMALL MISSILE IMPACT RATING. 7 AT 1/4 POINTS AT 1/4 POINTS Engr.JA AD AHODCIVIL 101 ALL SIZES ALL SIZES FLA. 70392 8 DURASEAL SPACER OURASEAL SPACER BY'OUANEX' BY'QUANEX' GLASS TYPE 'D' GLASS TYPE 'E' 11/16"OVERALL INSUL. LAM.GLASS 11/16°OVERALL INSUL IAM. GLASS .C. O ZU16 drawing no. d W03-39 GLAZING OPTIONS- sheet 3 01 6 .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... TYPICAL ANCHORS - T—ICAL ANCHORS Or SEE ELEV. SEE ELEV. 7(0�u:l 19Y FOR sPAcwc FON SPACINGWOOD U,y.I�,`S•��D METAI•S1RUG�'URC NOT 6F AWF& INDOWS WOOD SUCK EDGE MUST US;AI%LOIDS IMP ED CLAANG TEl z / n�' EDGE DIST: STRUCTURE DIS' AND TRANSFER TNIEM TO• E BYD ING STT TUR • J o Ed R a TYPICAL ANCHORS: SEE ELEV.FOR SPACING ¢c F.`.577 KftyF�155,(� as W mm ------------- 1 I •Ful KSI) �{ r}� INTO 2BY WOOI110:WQOD+•3,,CRUCIFURE SI ('g i MIN*FENEiRATjON INT6 d (F 6LfSAMBS) & g �L it ii 4 3 \ n THRU JOY BUCKS INTO CONC. OR MASONRY 0 al( & TYPICAL ANCHORS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 502 4' 6 SEE ELEV. 1-1/4- MIN. EMBED INTO MASONRY (JAMBS) III, _ _ _ LL x FOR SPACING Fr=______________�� DIRECTLY INTO CONIC. OR MASONRY J t, 1 MNMI-DADS COUNTY APPROVED iMIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) Q S ' ! II MULLION&MULLION ANCHORS If 1-1/4- SEE'S AMTS NZIA 11 1-1/4" MIN-EMBED WTQ MASONRY.(JAM8q) DISE. I1 II y I i T 012 TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) �__ _______ _____ STEEL 1/8" THK. MIN. (Fy INTO METAL STRUCTURES - ------- --- - = 36 KSI MIN.) ' III ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 410 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) 0 Pi INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") 7�¢w � _ 0it! NO SHIM SPACE s ( ) �M N w TYPICAL ANCHORS = a _ SEE ELEV. ,TYPICAL EDGE DI$jAKE FOR SPACING INTO CONCRETE AND MASONRY — 2" MIN. Z U 4 i � INTO WOOD STRUCTURE = 1" MIN. Z o INTO METAL STRUCTURE = 1/2" MIN. o �2 i WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. l¢oo CONCRETE AT HEAD, SILL OR JAMBS t'c - 3000 PSI MIN. i ' C-90 HOLLOW/FILLED NORMAL WEIGHT BLOCK AT JAMBS I'm 2000 PSI MIN. n y e ° SEALANTS: rRAI CJRNEPS;2 VNISTAL:."-.MN SCREWS SEALED WITH ! I GE SILICONE SEALANT. ° c �$} d i t n � I y O 4 PRODUCT RE'VISE'D � .. 1 , 1 a complying withthoPiodda c Doilding Godo Enor.JAVAD AHMAD .. A 22 0 2 .3uildi 8n9e No 6 CML F• Irwicn DAtO 2 SCA 35389 }` �Iiomi nde Pradvct Canr O �_z" v > ,, TYPICAL ANCHO C drowing no. I TYPICAL ANCHORS SEE ELEV. IA' y q p. 9 4 SEE ELLV. P FOR SPACING W03—J9 FOR SPACING n � EDGE DIST.° OheSt 4 Of 6 •• •• • • • •• .• • • • • • • • • • • • .•• J•• ••• •.• !.• ••` �W d it � LL 1/4'SHIM TYPICALECHE AX M . FOR SPACING O1/4• MAX. SEE ELEV.TYPICAL ANCHORS 1/4• D.L.OPG. Z '`� SHIMS SHIM J O FOR SPACINGI- o v 4 J 1 1/2• 01..1/4^ J TYPICAL ANCHORS SEE ELEV. FOR SPACING Q: 2BY�5'OOD BUCMETAL 0 VOy103/OD STRUCTURE r� oo W STRUCTURE \ Q uj IN SC2 a EXTERIOR o Z 31 WINDOW WIDTH "� d M G ano MIAMI-DADE COUNTY TYPICAL ANCHORS a SEE SEPARA E NOA� ...... __l Ni /FSEE ELEV.FOR SPACING wl ¢ 11 �y II II 3 5 _-11 11 IL---11 Engr.JAVAD AHMAb CMpI PRODUCT REVISED r� }gam 92 $ WINDOW WIDTH WINDOW WIDTH Du,1,1n,is dd,, DleFladde 5 iwceplanoe No 1 5- 0 2 0 2 . 0 Ex irp wDEW 2099 drowing no. By r' 0 20?6 W03-39 ,.Komi a Pmdecl con sheet $of B % .• . % .• FERN PART/ QUANTITY DESCRIPTION MATERIAL MANF./SUPPUM/JA �� P - 1.495 .521 .W 1 YE-68 4 WINDOW FRAME• •• • 8.83-TB - • •• f 2 YE-1405 AS READ. GIAZW BEAD( I(OPT Ofd.)• 6068-T5 -�•__y.'2A YE-4sAS REOD. GlA2ING 8EA0•(P� GLI SZ.755 .045 693 3 YE-818 4 COVER PLAT 6083-T5 •4 YH-1465 4 FRAME CORNER IEYT5 -5 YH-622 AS READ. GLAZING VHM VINYL EUVAN1.348 1 6 YF-10 Z/CORNER FRAME ASSEMBLY SCREWS - B8X1'PHSMSO7 - AS REDD. SETTNG BLOCKS •• • • • N RON 80*5 (yNyV1I .085 • • • • • • • • • 1%G C • ••• • • • • % • 8tRp .055 • • • • • •• • • ,ri 2.864 •• • • • • • ••• •• B 8& a o WINDOW FRAME .500 .045 55 L /. G GLAZING BEAD (LAM. CLASS) Q .290 i w �>ww .762 .69-0 I 1=..,M 2 .045 I / 3 a h-j -�I.874 WELDED JOINTS Z 3 AT CIRCUWINDOWS 7A M W GLAZING SEAT) (INSUL. LAM. GLASS) '� g CIRCULAR*WDOWS RECT. OR SQUARE WINDOWS m TTP CORNER DETAILS G o mm m !`+i�NGIS Cw 4 t9 Y- �-1 Eng,.JAVAD AHMAD .r c M IIRODUCTR13VISM FLA.PEA 70582 3 o,complying with am Florida CANAn 3536 ., Uvildhi Codc nPl�«rID 15- 0 6 0 1 . 0 5 l3apjDti..Dat. 209 ,A dr0wing no. sr i I W03-39 Frtiaml do product Con I LI-1 Cheet 6of 6