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WS-16-1924 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INS P-272813 Permit Number: WS-7-16-1924 Scheduled Inspection Date: December 12,2016 Permit Type: Windows/Shutters Inspector: Naranjo, Ismael Inspection Type: Final Owner: BLANCO,JOSE A. Work Classification: Window/Door Replacement Job Address:122 NE 92 Street Miami Shores,FL Phone Number (786)970-2529 Project: <NONE> Parcel Number 1132060133280 Contractor: PRESTIGE WINDOWS&DOORS Phone: (305)820-5999 Building Department Comments REPLACING 14 WINDOWS TO IMPACT Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-265023. CREATED AS REINSPECTION FOR INSP-262990. 8-8-16 need framing first. of ready. Failed &c 1 Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. December 09,2016 For Inspections please call: (305)762-4949 Page 27 of 32 �, t4 Miami Shores Village ; "'TY B E1 10050 N.E.2nd Avenue NE Miami Shores,FL 33138-0000 Phone: (305)795-2204 ' ,y7,•3 ,�lY3 lRE E s�E Expiration: 0108/2017 Et ,E. Project Address Parcel Number Applicant 122 NE 92 Street 1132060133280 Miami Shores, FL Block: Lot: JOSE A. BLANCO Owner Information Address Phone Cell JOSE A.BLANCO 122 NE 92 Street (786)970-2529 MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 11,289.42 PRESTIGE WINDOWS&DOORS (305)820-5999 Total Sq Feet: 230 Type of Work:REPLACING 14 WINDOWS TO IMPACT Available Inspections: No of Openings:14 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:4 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $7,20 DBPR Fee Invoice# WS-7-16-60552 $3.60 07/12/2016 Check#:6340 $278.40 $0.00 DCA Fee $3.60 Education Surcharge $2.40 Permit Fee $240.00 Scanning Fee $12.00 Technology Fee $9.60 Total: $278.40 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 is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futherm I authorize th above-named contractor to do the work stated. July 12,2016 Authorized Signature:dwder pplicant / Contractor / Agent Date Building Department Copy July 12,2016 1 Miami Shores Village - Building Department JUL 1. 2 2616 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20/y ' BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: :at- City: Miami Shores County: Miami Dade zip:33( Folio/Parcel#: I I- —013— Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: (-Slr� OWNER:Name(Fee Simple Titleholder):75c'55-� :1--ncc) & hfl:?�� Shone#: Address: 12--';—' %\� �'--+ . City: M% i -Shoe State: Zip:3Xk Tenant/Lessee Name: Phone#: Email: - - CONTRACTOR:Company Name:Y«'fie, C��t l -� Phone#: Address:5'5c::� 9-, ICA City:myn ;Lc l State: Zip:3-3Es1`-I Qualifier Name: Gcv—='hrV0- Phone#: State Certification or Registration#: C: C 2 51G?0 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: I[c IZ A, City:C(lState:-V-i Zip:� yZ Value of Work for this Permit:$ l l�;28c/. G42 Square/Linear Footage of Work: 2-� Type of Work: ❑ Addition ❑ Alteration ❑ New �'Repair/Replace ❑ Demolition Description of Work: cc pk�Er N s Specify color of color thm tile: / Submittal Fee$ Permit Fee$ CCF$ 73 0. CO/CC$ Scanning Fee$ Radon Fee$ 2—> 460 DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (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$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the Job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged i�Si g g nature Si nature OWNER orfil�� J I T4!�w T CON The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of S�Y_ 'T .20 K., by I day of �,X .20K- .by Arr-- e."$-"" WtTb is personally known to (fxy }wiz ,who Is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign n• Print: t = KARENCARBONELL int: C „1 ,�': KAM 981dD8 o�y f7(PlREB:Al�rth 11,2010 D0 WA 11,2020 Seal: "�;�o °"••• BmldedThrut yP�BeUnde►wr n al: o BondedTtwtr yP 1 aur�` .Q , r`, ######################## ## ### ########################################################################### APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) fr RESTIGE CONTRACT WINDOWS&DOORS 5500 NW 181 at Street.Miami,FL 33014 P.305.820.5999 I wwrw4uesti9ewindoar.com f.UC P CBC1251687 PO# 16040094 Bales Rep:Dirk Eggin k MME - Jose Blanco-&Anette Sandbar PMME (30M.7134M 5/25/2016 ACMESS 122 NE 92nd Street EMAa. Miami Shores,Florida 33136 ,leauAmBlanco Residence. SUPPLY ALL MATERIALS FOR THE FOLLOWING dISTOMER BU MARY: 1 CGI ALUMINUM IMPACT WINDOWS&909RS PER ATTACHED OUOTE 9 257233 2 WHITE FRAMES,LAMINATED IMPACT GLASS 3 WHITE HARDWARE ON OPERABLE WINDOWS,SCREENS INCLUDED ON OPERABLEWINDOWS 4 NOTES 1 ANY VERBAL CONWIVI`1TS'BY,THE SALESPERSON MUST 13E IN WRITING TO BE HONORED 2 EXCLUDES:FLOORMLE ASPAIR(ONLY IF DAMAGED).PAINTING,ALARM REPAIR.MAJOR STUCCO REPAIR, WINDOW SILL REPLACEMENT(ONLY IF DAMAGED),CURTAIN DAMAGE,ANY STRUCTURAL FRAMING,INTERIOR TRIM 3 INCLUDED:ENGINEERING,DRAWINGS,PERM7NCESS ING S.PERMIT FEESCHARGEDBY BLDG DEPT 6 SHUTTER REMOVAL: INCLUDED_ INCUDED,(CHECK ONE)• AL 6 `ADDITIONAL COST OF$60 PER OPENING i°/!a!r_ d• 1,t r-r.,,i�rr Y-L,� S1cvM S. NOTES- Extedor Waterproofing to to:SEallex I RN Urethane,or equivateft,Interim to be standard Werior acrylic caulk. WlndoW treatments to be removed and re-hung as needed. Installation and materials used are warrentied for 10 years from date installation begins •oro fee for check payments DESCRIPTION OF WORK Remove old windam and doors. Moving furniture for Instal and restoring to original location once-opening completed. Clean and inspet openings Covering_ &protecting furniture during Insist Replace old bucks with now,as needed Provide partial release of leinwith every invoice. Install new windows.and doors Coordinate al Inspections as required by agencies having jurisdiction over the work.. Anchor with approved tapcons Caulk&seal Inside and out GRAND TOTAL: $ 111269.42 Clean work area DEPOSIT UPON.ACCEPTANCE: 5,644.71 Haul away old windows,doors and debris for proper disposal PAYMENT DUE ON DELIVERY: $ 4,515.77 Sweep and vacuum all work areas BALANCE ON PASSING OF FINAL INSPECTION $ 1.126.94 Perimeter caulking on stuccoed areas(we caulk before the stucco) Patch perimeterexterior stucco&interior dry wall where necessary Replace exterior trim carpentry with approved treated lumber,as needed HOA Approval Required YES U NO Mgt Company Phone The above prieft op It 9 S.terms and conditions we ealsfaotory and hereby accepted.You are authorized to do the work as specified.Payment Will be made as Indicated above,Materials remain the sole property of Prestige Windows&Doors until,the job Is paid in full.0 it becatnes necessary for PresUgs Windows&Door,to employ a collection agency and/or anomey to eonect on this VS.I undetsignw,agree to pay al court costs and agomey fees.Any anerations or deviationtrom agreed plans invok"extra casts wM be executed ortty atter written and signed changed oder and Wil become an additional charge. - PURCHASER: SIGNATURE: � Iu mil Cy Wil° UGIvt /� DATE: ZS 6 r ACCORDING TO FLORIDA S CONGA LIEN LAW(SECTIONS 713.901-713.x.FLOF40A STATUSQ,THOSE WHO WORK ON YOUR PROPERTY WILL PROVIDE MATEtW S AND ARE NOT PAID IN FULL HAV �06;);WffTOENFORCE THEIR CLAIM FOR PAYMENTS AGAINST YOUR PROPERTY.IF YOUR CONTRACTOR OR.A SUBCONTRACTOR FAILS TO PAY SUB CONTRACTORS,SU R.OR MATERIAL SUPPUM%THE PSOPLE WHO ARE OWED MONEY MAY LOOK TO YOUR PROPEBWYFOR Put MW EVEN iF YOU HAVE ALREADY PAID YOUR IN FULL IF YOU FAR.TO PAY YOUR CONTRACTOR,YOUR CONTRACTOR.AWiY ALSO HAVE.A LEDI ON YOUR PROPERM 7W MEANS IF A UEN IS FILED.YOUR PA PERTY COUIO BE SOLA AOAiN$f YOUR if1I,1.TO PAY FOR LABOR,MA7FAIALS,OR OTHER SEgiMCE6 THAT YOtIt tVTTRACTOR OP 8UBCONTRACTOR ftAAY HAVE FAIL TO FAY.TO PROTEGE YOURSELF,YOU SFIO.lA.O'STIPULATB UN TH18 CONTRACT 71NAT BEFORE ANY PAYMENTS:ARE lIADE,'YWA CONTRACTOR�REQUIRED TO PAO DE YOU WITH A WR ON RELEASE OF LBV FROM ANY PEI�I.OA ANYTNATNAB PROVIDED TO YOU A'ND710E TD OWNER". FLORIDA'S CONSTRUCTION LEDI LAWI t8 COtIPLEX AN0 hT f8 REQ THAT YOUCOADBtIT AN ATTORNEY. Terms and Conditions. 1.BINDING:UM purchaser,he lair,the suacguo s edam eastpurchaser ttslte► the-:00 vep, upw etdcN SOW VA be insta(Stg Ire Subject hurricane protetfflOn prodtuGa�rf� advathdedgw that tilde 88reernard a tUa our e a herehi.d9as riot otu inm.a fame a'fig to sole arid" soUor and ars salesperson sari�entf��OM Upon fpvdfasers acid made a tuisNtess va It to purchasers home oto, Intrtf�ao d'pumltnser or ft purchasers agent;NO VERBAL COMMITMENTS WILL$E MONORED 2 INSTALLATION PROCESS:Owingof the humca�ta protact�t produas as-antracted for w11Un Ods agreement,each systatm Shall be testad.for paper01 amt gliera0dn. Pwcnasor agrees Ihet k must Its okurU o pto.ht�ellailon process I jt deans tomew Ore hudcan a system installed and. Should purchaw net make anangeme is to be tnesort,seller VAD be under nn qIA � to again teslall of deft elther the whdom door,ardor 8lagter F I the ptrohaser bdwm that slow has fated to WoOft any products fturdosed under art$agroemera:end then in fiat mrmd,jxudtasa ecce m vise se�rwDldntan i(110)days the bwlabfto I PAYMENTS:Any payments;due for longer Stmt ten(10)stays Steil bane';40W at-10%pan 01114M Purchaser BWM.00 U tap not mats MW deductions from a:badt gl to gan. agarrM my amourds dire sellar putosuahli to the teras at Oda agreement Without plot,Written agreernalt of SWIM In.Ita&MA 0mt.pnndmser duidtret's'10 sellar of pa aced,bualhaw cr corporate vhecewhich a rearmed to thIda by Its depo 7 bink for any whafweverpuuchaser shall pay to seller a prd tg fee tnihe owuni d FIF YAND NMQ0 DOLL W IS5MO0)Thereaner at Into opaan d teteailer may regtthe to'pay all katherpaymenls in cash,eastWit cheek,or nom py ordw,A�l�tg diraWad to da w by saAe Ipurdtaser does not c^.m*ptuchaser shelf be kh deful -*all.Batt Partes agree sial the boyo coney frold backup foS%a pie rmpad a to pts even d any reaogrdted mdnm efaeoe,foss at, damaged screen.damaged glass,orr rNnar Ren 0naa may require pow uat 01e eeintdctwa andfer does tiaCai a apedffed on Wel Coruiraet are b I job s tmancec through seller ptrchay�r well a holdback a lack kr.Uta amCrt S�baan0e in exdarge lot the idflmhed� e mrd a whrrrdtrrstd date atava serv,ce gents comp{etad►+rR be Wovidrta thisoWrroers 8 Doorslbtarendered by fire lander regarding Yoeg.Prostl9a'VWndovs fl Doors offers ha 8 progrmhhs areWy el .lets.Purdasw agrees Usl'arty coleys vMen:paymsrds era due tthtl result m a delay In job compl lim 4.PUR04AWR REMEDIES:it IS expnesilY algeed fief toliolft tie installation of the svW goods and producla.the purchaser excitaalve and ads remady also lel Ota rwrhtedes t%ttebtgtd on the vrarranty WFOIC1110 aftZhIld to Itis agreemard.the terns of which are iocorrporefed'fwein by Ods rafwarm There are nowarrardim epasf Itsed hood or sta9nory.wtdoh atdend beyond the descrOon contained In the prarranly cerUDcata.Sellar,shall have no liability for any conseqmald damages huxirred by the Irhddhase.NoWithalandirg the forsea tg,sa9ws usnl111y;1e.damages to purchase,rtd any a all auomey fees nd deals d stat to add'rb the ptiroheala may be emptied.are ea ly omtted ro Ito tes ser a the x:114 Wnbrd�,this agreement orthe amour ped or by Its purchaser.Should p mI am be art6tled to.be return a Is daiand;p ochaser agrees 0�It stag rte be to any Interest,moral,0 of attorney fee tw_obtaining tits return d Us unless adore reterston of the deposit was vatkil and In bad tape, S.LIQUIDATED REMEDIES:Should Purchases default In the ppa�yymor d any sums dire undo this sgraemem or should purrdtaser to avical or terminate for any ream Woes am sailer m addition to any and all:otter rights to vddah serer is=ad=ad as mallar d taw stall hare the olom of eleemhg to,saspt assilag�ated dmnagas a awn alum to one.hal(M of ft rata!comracl amort as showuin the 6.NOTICE OF CUSTOMER RIGHTS UN FLOR OA HOME OWNERS'CONSTRUCTION RECOVERY FUND FOR RESIDENTIAL CONTRACTS IN.EtfE88 OF TWO THOUEAN O FIVE HUNDRED DOLLARS W_rO,ODi.FLO STATUTE$48&1415 REQUIRES US TO NOTIFY YOU OF THE FLORIDA HOME OVJKW CONSTRUCTION RECOVERY FUND IF YOU LOSE MONEY ON A PROJECT D UNDER CONTRACT.WHERE THE LOSS RESULTS FROM SPECIFIED VIOLATIONS OF FLODA.IAW BY A LICENSED CONTRACTOR. FOR INFORMATION ABOUT THE R FUND AND FILING CLAIM.CONTACT THE FLORIDA CONSTRUCTION INDUSTRY LICENSING BOARD AT THE TELEPHONE NUMBER AND ADRESS:7860 ARLINGTON EX AM SATE 3�Jt StTItNILLE FLORIDA 7487(8(K)winwaaftn 7.SUFFICIENCY OF STRUCTURE t arty and d walls%vudowdooushu0er prodorU Is 10 ba attegtred Lv d sufscet sVmtgi►e eesOuctimh Idtogdgr w as to tdlownnatd aro ietste0atlMCI stew's Ohurter pro"In�tiance%a all the apptcabte Itoverrrrheet6Ading codes aM requdmrherNs hsbg scow's stanitaurd bste0eliern,`;prol urs,hand ta8te►rer&Sepwshallntaberwotwfhieforaidisreoevaddany and all obugatiot,wany woaua I saner eramurtera arty hlddern m trdmeeeerh wettlDimi titan WelAetotta s kur6ase the cost W air a standard tt r.I i0 Iniondifficult for sellers s�asp�sorh b delwmkts wilier rho Mtweled martdaature end InsiaDatlmh a 0te.hraeadien prOdteds a un seal a ndtm adraordbmrlu l�uld embrsluk ezoraOrdinary m abrtorrnal cmtdidtxa ads9 dr tfeoorne evidard as to arty ponkrt a the man t"wrrealaiot d the hirdcane pretettTiot protpra,9aht hr0mt sir shall have the absolute r1lgtd le 01111001 agtaeittart a�ffts sdar-3 Mandel QabUfty thereallw tie Radler;to the refum of purohassr8 dapailt toes seller's baaned FIs. S.DAMAGES DURING INSTALLATION: pane►W11 use ressontme term in the Installation d'the tabjaet gwds and precuts,pt dlaset gees that Certain Imagas,e WOMB sees prq wny as a react 0f rte bWalaOat are poteser egre0s.tltatt.ffte seller stet rat be respamthle mrd prrdhesw spedffceoy waluse aayi darts W such damages that nay oder during installation.wheeler so,auread by d othrers:irslarlkg but trot 16nitad fon crar*eo,dapped or damaged foe,mnarble m phalah aswitetl tN!drinhtg,eradad roonm>g;t at,othtr roof damage t by waffling an punch coo,.damages to landscong whorl aeceas to iiindaft at,mor oPar i ge are impeded wBimPantd by Iambl;BOM sullh as treark 00M beds a shruobary,damage to paint.stucco on peeler,damages to windo"or wkxbw sips.damages to pod des and screening surrou aDrrg ptmis,. from debris,dust dr saaP caused by metal shavfnga m cement duel occurring durrg fie Installation of window*zoltit!aer systems and vMch may be bloom Into pools,spoor ponds,damages=Used by the extstanoa ofhureaiad or rtetn•appeem ' ittaltdirtg the etdlenm of electrical piumf>inp,air sOnhg sacroayst a othe aonponerds not talalde to m rtsAers in and any and all damages m defects iron Installation required by pnr0haser whidt depot from Mwertlanal lrtlaUaUah meUtods a.praetloas m defeats aro denages g•trom deme charges requested by which fionapprared en9 n9 spedftatilarts or btu epee.The 400align,al hurricane pow pnttuca requras th krffdntg d a number at holes in the structure towhfdh tia.tarrka<s OVActiot product is to be aMactsd. 9.NO DAMAGE FOR DELAY:Po rc aset agrses eat salter shall not be rhe for and shell not be'Dable to purchaser for mry ft i 01CP0111111111011 by ptndfewr P00mater expressly waives any such delay dame . $how the ewryy orkmmgatim of pea�qad goods and ids require purchaser mrd is agents to obmin h eowrtw awl S prOW Or c--ndomm um assotaatron for d0vary red ration of Its su�ct goods and podu,M then to that ewed,sellers o lg*m m pedmm under9ris aggrtaemet ba pastpo until recev d'such apprava L Purchaser' obligation under lids agreemem std)ret be�n�q upw ergs so w r"and pachaseragroBs to sock liUigeratttr and in good fault to oblath such approval as soon as possible. undar&e�s and agrees that any dates proAded m cue represented for the ase,Menai Or Ir�edgdak d 911 Reads and viaducts which are the subject d itis are simply good W tr,=I-Whod'asg asemates andare mated approximate and do net a material rsjo—mitatlmi by'Wer Or a material vgduusmant to Purchaser btrqudefdsd.uuWfm delatrea due to u anditims reasertadythaywnd eelePe C000d trecurcong!Or►raf RmUed to supply and demamhd.ttre rima d yea, avaaabft a material.anflabilty of weather cordticra,puumfabg proems,go-mytet utpprorals.and she(acme whir may wid in iia under Oda agreament.Purchaser admoatedges tbe,atielUonel ttne that may be necessary far the fmsfaMm a the abjure goods and Wadi on f maters.ptedtasw ho>deretet>ds and aanokWedges that the mararmcturp and d 911 subject goods ern!products will take tqw.ger I pediaser Is pacasing the s f��Pry dH8 or icy P-to the ymdy hurricane system and the g=podutts may Trot be manufa�ed sod ldstAlld ip,,bole W the,hurNane seaectuThw a to msrodaalra end bulan the ggoo��ds acid orad m tune tar the hua(rans season W in advance a a spedlld hurde-ars span rad to eases or911408e:fcr purcetttsw to.nahonor fe: 0>e�ttlon under ods agreamen eaaw elan tabs rm resppndblUly fc p mhaser for darrae 0aused to prdtaser's Projarti or for the ptudasad,mrtar9ptOy matarl*and at, bum=of seller's fal"to fbnay sup*and in" humrane protection praduds OW are the VAOcl of this agreement. 10.LEGAL PROCEEOI NOS:Should lt'bqcaomvo necessary far saner to ufte thaservices a-an altortay to aanea or 00W 40=000 any amQurgs due and owing under ids agreeralL then m tnat etera.purchaser agrees 1b ptrysaws rerson We a tens acrd Court rests Staudd any of the rights;duffee 6udAn ohligagots adthirg hem fids a 1ren1.pr*=vr 2gM"V W Iia ezdtutave jwlsd coat ami vteraue ter Ilatg that afticulSW shwuld be wRtgbt the state drums a HrOwed eomty.Florida.Arty(uslOneerd elbterred sty seller agaktst punhaser Will bw mterest at the rate of eighteen perces(t 4f.)peramaum.Purchaser and seller hereby bav**.imelrocablK V&gft Dy and itdel orally,w"myofighteMier may have t0 a t W bV101Y(or to ins use d an essay jury)In resyeet to action.proceedbV w o@urder:dalm based an Ods Agreement.a"119 oda d,under or In commcdon with Ste agpeoWit or any down d d-ft. staoements(whether verbal or witteh)or d any type what so ever d etyparly heeto i NISCELLANEOUS:-Owner (A)Dal wok performed in a worlit arNow mar at may lava ulcer Weariadms Of mpedeelors Solar Is no dada for any trregWatldrs Or vnpertectons far work that areata or eme0eds Industry standards:(81 Felled inapecfamv do not oorsftft a baito d Oetbaak(C)Day ar fellWe tOpay seller is considered to be a breach d eantraed:t0)Sow is not ftwo for sd s aea paerenms such as Crim Of fluderieh-chdo%M Beller SW naLbeliable for aqF Walk petlmnnad by Ds imatallwe psstsnt to the direction of purchases IF)It arrdifiam aro ammrtead al 011 CohsbvWon ob which are W115 rtseegr Oluer viae OmudsaedWOW=1411001116 Of usNamam physkal earrd MOf an unulA a nature.which differ matedaW from those ordinarily loud to.stmt and generally rem,aj inherentcmmtmuttimh eWMlie9,Nadas, will pmmtptty Inve sis such conditions and S 00 ride,materially amt cam 0 Increase dor decrease in Its salons east d ardor 9me required for pedomamoe d arty part a Us wok f erstnder purdtstsr"M nagalwe vo the sew an o g-able adjustment its the contract am0►m4(6) Wuhdemas and Dims is not respgrmida for praeetlet of aif hrarelallem,fres.0sM of damage by low upas atJob aft Mt Purchaser Is responsible for matedel cheau fmshatagee m dtirr .upon ala errivet (Ic Blains wDl be0o wad I mal filed wlEhbn acro(a)days d dahraRk ro FIs"M.R to hof credit card processing fees I�yrthan{is.py�chh�eck m tiebk card.Fess fm kansacdCh a card�rw1 Pr mO I cant►Ls,q en12%..thew few vA be retleeclad 0n 9ts dha rrw> Gn products we custom made for eEdt proJlact.CANCELLAi'IbNS WILL NOT BE ACEN:PTEO. Rehtrris we net parte.(K)Nbtarges,oastaripoipa,d ail hardreara baw>crs arum attar ezaLa requiremams will have an Impact.-n.pnoduct rnanuuladudn9 leu .(L)AMaehed eTuete a based on se intaepraatbrn d Placa.skffieRrese Oma and Worm San provlddf by you.iMi The attached tdndow ardor scttadidolsysuperaodes!the Wtigrprtals) m i3ddil[mh M e rho of 011 t3CrituDder to satin arty at vrildows WWWern the plan elevation tO any design (archeUeet I ergrinem)&eretNieelir[el review board,ff isqube. I fol arty reason this jolne el9layad&ki aide to be"hoored,Pra5fte, B Decors requsres frill paL?nert care prelude her mstormrer.bed paymrem a dye to full,ff rgO1'frrasUge gdterge a S3hn 1D a weSc(ee la elate.odu�(0)(Heng,,eemeaaeh a prong 83,06 we sul>)ea to Cmrecloa esy vary ergUiaerbg retde>k(t�TNs rPuate does rtd tnokuda Pwmit fees Paintlnl rapatc(0)Accelerated Wboom from date a:ordermif of;product now data of ea6er!mrtrac Shetld 0he 0Mer nni arer tine erated tlme;;jttr)ocl its tO droller euro,a d the 10%fee WE be to aQer4 PRINT NAME: iJS l4 G /!T 1 SIGNATURE: DATE: 2T 241G- JUL 12 216 C. . i . I Press Calc Press IT� [Mark Size Sq.M T e Noa Noa. ellisft to 1 14.75"x 62.5" 65 Fixed 15-8413.03 -80.0/+80A -53.6/+401 E j 111"x625" 48S.HS 15-892913 -00.01t60A. -45.2/+ 9. 2 3 73-3750 x 50.250 24 HS 95-0929.13. 65.0/+65.0 -489x+37.7U t, y "law M 4 3625"x5025" 12 Fixed 15-0413.03 M.0/+80.0 -515/+39.0 0 m 5 3625"x5025" 12 Fixed 15-0413.03 -80A/+0A -515/+39.0 ® �' exbfttoGARAGE exisdaffsteel eatto " 'v vi cotmnD 19I egFM ren>etn remain 673.375 x5025 24 HS 15-092913 -65A/t65A 489/+37.7 7 36.5"x30" 9 HS 15-0929.13 65.0/+65.0 43.41+40.1 W CV s 10 8 365"x38" .9 HS 15-CM13 4SA/+65.0 43.4/#01 W N_ 9 36.5"xSD25" 12 HS 15-0929.13 -65.0/+65.0 -43A/f401 � ,p Z � WIW 10 36.5"x5025" '12 HS 15-�13 -65.0/#65.0 -515/+39.0 N MBEDROOM k`ROOdA BEDR00(tll 12, s 11 73.5"x5025" 24 HS 15-092 13 -65A/+65.0 -489/+37.7 -' � 12 36.5"x38" .9 Csmt 15-0.51219 -98.5/+985 43A/+401 13,73.5n x M" I 18 HS 15-OMM65.0/40.01-M.O/+nl2 I 9 HS 15-0929.13 -65A/ -53.6/+401 RKNO f v 1/r •o • •• .0 Od • _8 lBAT11 s•• •• Q • ••• -7 BATH aROOAQ KfTCHEW �'` F.. ••; •� : :••• Qr• ediftto 14 �/ env i ••• s • i7 • 2remain r.�� e� <� •• • •s •••: BEDR00 i"8 4"luhdl 0 6 � 3 Moa 15-4420.08 1 /i.� d c, ,���% oolamo , Q11omD -40 '9 �, 06/30/2015-2:48pm gabriels V:\Projects\_2014-MPS\400 Wind Charts\-Reference=-MPS14-400 Series C&C(Current).dwg 5th ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" WIND VELOCITY = 175 MPH MRH <_ 60' DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE 'C' BASED ONKd=0.85 INTERIOR ZONE 4 PRESSURES j I EXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE,FLAT TERRAIN Mean DESIGN PRESSURES PS -ZONE 4 Mean _ DESIGN PRESSURES(PSF)-ZONE S INSTRUCTIONS FOR TABLE USE: Roof Tribute Area Ft i Roof Tribute Area FL 1. TABLES ARE INTENDED TO QRST CASE'PRESSURES.'WORST CASE'IS Height SO 15 20 25 30 50 fight 10 15 20 25 30 35 40 45 50 DEFINED AS THE C TRONA WN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CO QtHRED FOR ITH THESE TABLES. -43.4 -42.4 -41.6 -41.1 -40.6 .2 _ 3' A 53.6 -51.5 -50.0 48.9 47.9 47.1 46.4 45.8 45.2 2.TABLES VALID O (5� F ROOF HEIGHT AS LIMITED ABOVE. 0-15 ft 1 +39.0 +38.2 +37.7 +37.2 + .8 0-15 ft 1 +39.0 +38.2 +37.7 +37.2 +36.8 +36.4 +36.1 +35.9 3 TABLES VALID F R L Ste& APPLICABLE REDUCTIONS FOR ROOF SLOPES LESS THAN SO°SHA B B INEER AS A SITE SPECIFIC CONDITION. 16 ft -44.0 -43.0 -42.2 -41.6 -41.1 .7 1 16 ft -54.4 -52.2 -50.7 -49.5 -08.6 47.7 -47.0 -46.4 -45.9 4.IDENTIFY THE B jAVE E F HEIGHT.IF THE MEAN ROOF HEIGHT +40.6 +39.5 +38.8 +38.2 +37.7 + .3 '+6.6 +40.6 +39.5 +38.8 +38.2 +37.7 +37.3 +36.9 +36.6 +36.4 CANNOT BE IDENTI D EAK T. 44.6 43.5 42.8 42.2 41.7 41. 3 55.1 -52.9 -51.4 -50.2 -49.2 48.4 47.6 47.0 46.5 5.ALWAYS ROUND LE VALUE OR CONSFF��ttO�ASSUMPTION. 17 ft 17 ft 6.CALCULATE THE TRI ) E OP NING IN QUJSTION(HEICy1{j T'H)OR •••• +41.1 +40.0 +39.3 +38.7 +38.2 +37.8 +37.4 6.8 +41.1 +40.0 +39.3 +38.7 +38.2 +37.8 +37.4 +37.1 +36.8 THE SPAN LENGTH HEIGHT M Y AN EFFECTIVE WIDTH THAT N �1 BE LESS • -45.1 -44.0 -43.3 -42.7 -42.2 -41.8 -41.4 -41.1 -40.8 -55.7 -53.5 -52.0 -50.8 -49.8 -48.9 -48.2 -47.6 -47.0 THAN ONE-THIRD THE SPAN LENGTH(HEIGHTS/3).USro-WE AREA BETW&VhSMLjpI7URAL • 18 ft 141.6 +40.5 +39.7 +39.1 +38.6 +38.2 +37.9 +37.5 +37.3 18 ft +41.6 +40.5 +39.7 +39.1 +38.6 +38.2 +37.9 +37.5 +37.3 OPENINGS ONLY-THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THS TP41BUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED,THE MaS44;1t wXAL(10 SQUAREfGET)SHAIT••• -45.7 -44.6 -43.8 -43.2 -42.7 -42.2 -41.9 -41.5 -41.3 -56.4 -54.1 -52.6 -51.4 -50.4 -49.5 -48.8 48.1 -47.6 BE USED.ALWAYS ROUND TRIBUTARY AREA DOWN TO THE SSER TABLE VALUE.FOR LARGER 19 ft 19 ft TRIBUTARY AREAS THAN PUBLISHED,USE THE LARGE&I"1912!bYiED VALUE. • • +42.1 +41.0 +40.2 +39.6 +39.11+38.7 +38.3 +38.0 +37.7 +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 7,IDENTIFY THE ZONE OF THE OPENING AS INTERIOR 4)OR RIOR ZONE 5)P21t•••• 20 ft -46.2 -45.0 -44.2 -43.6 -43.1 -42.7 -42.3 -42.0 -41.7 20 ft -57.0 -54.7 -53.1 -51.9 -50.9 -50.0 -49.3 -48.7 -48.1 THE FIGURE OR INFORMATION BY OTHERS. ANY QUE! OPENIN WON 3%Fe • +42.6 +41.4 +40.6 +40.0 +39.5 +39.1 +38.7 +38.4 +38.1 +42.6 +41.4 +40.6 +40.0 +39.5 +39.1 +38.7 +38.4 +38.1 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE. • AT 8.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR&SS REQUIRED BY THE LOCAL **:*o 21 ft -46.6 -45.5 -44.7 -44.1 -43.6 -43.1 -42.8 -42A -42.1 21 ft -57.6 -55.3 -53.7 -52.4 -51.4 -49.2 -48.6 MUNICIPALITY IN ACCORDANCE WITH CODE. 00000 • • ••�•• +43.0 +41.9 +41.1 +40.4 +39.9 +39.5 +39,1 +38.8 +38.5 +43.0 +41.9 +41.1 +39. +38.5 9.FOR SITUATIONS THAT REQUIRE Kd-1.0,TABLE VALUES ARS UNDER•�SS;I4p BY A 47.1 -45.9 -45.1 -44.5 -44.0 -43.6 -43.2 -42.8 -42.6 -58.1 -55.8 -54.2 -5 .Q. .3 .6 -49.0 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOVAL MINWICIPALTTY NUOR TO TABLE USW••• 22 ft +43.4 +42.3 +41.5 +40.8 +40.3 d-44.0 +39.5 +39.2 +38.9 22 ft +43.4 +42.3 +41.5 +40.8_ 9.2 +38.9 GENERAL NOTES: :00:6: • •• 47.5 -46.4 -45.6 -44.9 -44.4 -43.6 -43.3 -43.0 -58.7 -56.4 -54.7 - .5 5 8 ., 0.1 -49.5 1.TABLES ARE TO BE USED IN CONFORMANCE W1TF*"ALLOWABLE STRIAS DESIGN23ft 23 ft +39.2 METHODOLOGY"PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART i 4)R 6,4161NG THE +43.8 +42.7 +41.8 +41.2 +40.7 +39.9 +39.5 +39.2 +43.8 +42.7 +41.8 + .2. +4(i:�T,-48.0 -46.8 46.0 45.3 -44.8 -44.0 43.6 43.3 -59.2 -56.9 -55.2 -5 . 11" 2 - -50.0 CRITERIA AS OUTLINED HEREIN. •24 ft 24ft 2.DESIGN IS BASED ON THE 3 SECOND GUST WIN&yF�.&C FORTHE ND SPEED ANG•••• +44.2 +43.1 +42.2 +41.6 +41.1 +40.2 +39.9 +39.6 +44.2 +43.1 +42.2 +41.6 +41. .2 +39.9 +39.6 EXPOSURE SPECIFIED. THESE TABLES NOT FOR(USE WITH ESSENTIAL FF�CRY F ASSEMBLY -48.4 -47.2 -46.4 -45.7 -45.2 -44.4 -44.0 -43.7 -59.7 -57.4 -55.7 -54.4 -53.3 -52.5 -51.7 -51.0 -50.4 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE D%Ly TE TABLES 25ft •446 +43.4 +42.6 +41.9 +41.4 +40.6 +40.2 +39.9 25 ft +44.6 +43.4 +42.6 +41.9 +41.4 +41.0 +40.6 +40.2 +39.9 NOT VALID FOR HILLY TERRAIN.INTERNAL PRESSURE COEFFICIENT(GCpi=+7-0.1 FOR USE WITH AN ENCLOSED STRUCTURE ONLY.VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH 48.8 47.6 46.8 -46.1 -45.6 -45.1 -44.7 -44A -44.1 -60.2 -57.8 -56.2 -54.9 -53.8 -52.9 -52.1 -51.4 -50.8 LOCAL BUILDING DEPARTMENT.HVHZ=HIGH VELOCITY HURRICANE ZONE.TABLES ARE FOR 26 ft +45.0 +43.8 +42.9 +42.3 +41.8 +41.3 +40.9 +40.6 +40.3 26 ft +45.0 +43.8 +42.9 +42.3 +41.8 +41.3 +40.9 +40.6 +40.3 WALLS AND VERTICAL SURFACES ONLY. 49.2 48.0 47.1 46.5 45.9 45.5 45.1 44.7 44.4 60.7 -58.3 -56.6 -55.3 -54.2 -53.3 -52.5 -51.8 -51.2 3.THESE CHARTS ARE NOT VALID AS ASITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED&RAISED SEALED BY FRANK L BENNARDO,P.E. 27 ft +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 27 ft +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 4.THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. 28 ft -49.5 -48.3 -47.5 -46.8 -46.3 -45.8 -45.4 8 ft -61.2 -58.8 -57.0 -55.7 -54.6 -53.7 -52.9 -52.2 -51.6 USE OF THESE TABLES AND COR ING WIND VELOCITY,EXPOSURE,AND OTHER COEFFICIENTS LISTE IN ND VERIFIED BY THE GOVERNING +45.7 +44.5 +43.6 +43.0 +42.4 . _ 2 +40 +45.7 +44.5 +43.6 +43.0 +42.4 +42.0 +41.6 +41.2 +40.9 BUILDING DEPARTM RMLC►1OLDER.IV - RR ANTY FOR APPLICABILITY OF TABLE -49.9 -48.7 -47.8 -47.2 -46.6 2_ 1- -61.6 -59.2 -57.5 -56.1 -55.0 -54.1 -53.3 -52.6 -52.0 VALUE USE IS OFFE 6 / 29 ft +46.0 +44.8 +43.9 +43.3 +42.7 3� _ 1. 29 ft +46.0 +44.8 +43.9 +43.3 +42.7 +42.3 +41.9 +41.5 +41.2 5.THIS SPECITION.IRE O IS T ' ER ANY PRODUCT APPROVED CERTIFICATION. RE L MITTED TEST CRITERIA AND OTHER -50.3 -49.0 -48.2 -47.5 -47.0 .5' �'.7 -.� -62.1 -59.6 -57.9 -56.5 -55.4 -54.5 -53.7 -53.0 -52.4 APPROVALS FOR DE TIO F MATION AND APPLICABILITY OF THESE TABLE 30 ft +46.3 +45.1 +44,3 +43.6 +43.0 6 +a1,g a 30 ft +46.3 +45.1 +44.3 +43.6 +43.0 +42.6 +42.2 +41.8 +41.5 VALUES WHICH IST B V Y O I CCORDANCE WITH GOVERNING CODES. 6.ADHERE TO ALL RO M ORDINANCES. 32 ft -51.0 -49.7 -48.8 -48.2 -47.6 -4 . 32 ft -62.9 -60.4 -58.7 -57.3 -56.2 -55.3 -54.4 -53.7 -53.1 7,NO CERTIFICATIO T OF THE HOST STRUCTURE. +47.0 +45.7 +44.9 +44.2 +43.6 +43.2 +42. 2.1 +47.0 +45.7 +44.9 +44.2 +43.6 +43.2 +42.7 +42.4 +42.1 B.EXCEPT AS EXPRESSLY N,NO ADDITIONAL CERTIFICATIONS OR 35 ft -51.9 -50.7 -49.8 -49.1 -48.5 -48.0 -47.6 -47.2 -46.9 35 ft -64.1 -61.6 -59.8 -58A -57.3 -56.3 -55.5 -54.7 -54.1 AFFIRMATIONS ARE INTENDED. +47.9 +46.6 +45.7 +45.0 +44.5 +44.0 +43.6 +43.2 +42.9 +47.9 +46.6 +45.7 +45.0 +44.5 +44.0 +43.6 +43.2 +42.9 a=10%OF LEAST HORIZONTAL DIMENSION OR 40%OF 4ROOF PEAK ROOF -53.4 -52.1 -51.2 -50.5 -49.9 -49A -49.0 -48.6 -48.3 -65.9 -63.3 -61.5 -60.1 -58.9 -57.9 -57.1 -56.3 -55.6 WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEHEIGHT 40 ft +49.2 +47.9 +47.0 +46.3 +45.7 +45.2 +44.8 +44.4 +44.1 40 ft +49.2 +47.9 +47.0 +46.3 +45.7 +45.2 +44.8 +44.4 +44.1 DIMENSION OR 3FT(lm).USE ZONE 5 IF AT ALL IN QUESMEAN AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IFROOF 45 ft -54.8 -53.4 -52.5 -51.7 -51.1 -50.6 -50.2 -49.8 -49.5 45 ft -67.6 -64.9 -63.0 -61.6 -60.4 -59.4 -58.5 -57.7 -57.0 E HEIGHT +50.5 +49.1 +48.2 +47.5 +46.9 +46.4 +45.9 +45.5 +45.2 +50.5 +49.1 +48.2 +47.5 +46.9 +46.4 +45.9 +45.5 +45.2 a aF-56.0 -54.6 -53.7 -52.9 -52.3 -51.8 -51.3 -50.9 -50.6 -69.1 -66.4 -64.4 -63.0 -61.7 -60.7 -59.8 -59.0 -58.3 T50ft +51.6 +50.2 +49.3 +48.5 +47.9 +47.4 +47.0 +46.6 +46.2 50 ft +51.6 +50.2 +49.3 +48.5 +47.9 +47.4 +47.0 +46.6 +46.2Q57.1 -55.7 -54.7 -54.0 -53.4 -52.8 -52A -52.0 -51.6 -70.5 -67.7 -65.8 -64.2 -63.0 -61.9 -61.0 -60.2 -59.5 ssft s5ft+52.7 +51.3 +50.3 +49.5 +48.9 +48.4 +47.9 +47.5 +47.1 +52.7 +51.3 +50.3 +49.5 +48.9 +48.4 +47.9 +47.5 +47.1-58.2 -56.8 -55.8 -55.0 -54.3 -53.8 -53.3 -52.9 -52.6 -71.8 -69.0 -67.0 -65A -64.1 -63.1 -62.1 -61.3 -60.6 60ft +53.6 +52.2 +51.2 +50.4 +49.8 +49.3 +48.8 +48.4 +48.0 60ft +53.6 +52.2 +51.2 +50.4 +49.8 +49.3 +48.8 +48.4 +48.0 WALL ZONE FIGURES ISO C H O 9 REISSUE GSSDRVVTSEICHKDATE 5TH ED. FLORIDA BUILDING CODE ENGINEERING mT O INR ISSUE GSS TSB 03/05/12 O_ z 3 REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 (2014) EXPRESS® <� � ox REV 2014 FBC DGM TSB 06/10/15 \ / A N I"T - ca CORPORATE OFFICE: A ASCE 7-10, CHAPTER 30 $ W ID z z 160 SW 12th AVENUE SUITE 106 $� C) z m DESIGN LOADS FOR COMPONENTS&CLADDING N z DEERFIELD BEACH, FL 33442 _ a Z MASTER PLAN SHEET m N $ O THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, P:(954)354-0660 F:(954)354-0443 z A •p kn AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT CERT OF AUTH#9885 z \1 O WRITTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS, E:HELLO@ENGINEERINGEXPRESS.COM O P �i ADDITIONS.OR OTHER MAFNNGS TO THIS DOCUMENT ARE NOT ASCE 7-10 N Z m © PFJiMITTEDANDNNVALIDATEouRCERTIFlCAT1oN ENGINEERINGEXPRESS.COM c MIAMI- 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 (NOA) www.miamidnae.Lgvreeonomx CGI Windows and Doors,Inc. 10100 NW 25 Street Miami,Fl.33171' ' SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve•the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series 11238"Outswing Aluminum Casement Window-L.M.I. APPROVAL DOCUMENT: Drawing No. W98400, titled "Series-238 Alum Outswing Casement Wdw. (L.M.I.)",sheets 1, 1.1,2,3,4, 5, 5.1,6 and 7 of 7,dated 12/04/98,with revision J dated 04/10/15,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 Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's dame or logo, city, state, model/series, and following statement: "Miami-Dade County Product.Control Approved", unless otherwise noted herein. RENEWAL'of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product.. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales,advertising or any pother purposes shall automatically terminate this NOA.Failure to comply,with any section of this NOA shall be cause for termination and removal of NOA. r- receded-by-the wer —affl—i-Bade-C-eunty leri n.d- followed by the expiration date may be displayed in advertising literature: If any portion of the.NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided. to the user• by the manufacturer•or its . distributors and shall be available for insped'76at the job site at the request of the Building Official. This NOA revises NOA#14-0506.01 and consists of thla'pAg$1'.an'd sdideltci polis E-1,E-2,E-3 and E-4, as well as approval document mentioned above. •• • • • • ••• • The submitted documentation was reviewed by Manuel-&P4,Ad ••• � � ••• 000 ••• •'• ••• • • -6512.19 NOA No.15 • • MIAMMDADE GOIJNTY &apAtInWate: October 26,2018 �+- 06 :0• :•ApptovafRalte: September 17,2015 Page 1 0. ... ... . . 000 ... . . CGI Windows and Doors:Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED A. DRAWINGS 1. 'Manufacturer's die drawings and sections. (Submided under NOA's#96-04.17.03 and#"01-1002.03) 2. Drawing No.W98-100,titled"Series-238 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1; 1.1, 2, 3, 4, 5, 5.10 6 and 7 of 7, dated 12/04/98, with revision J dated 04/10/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B: TESTS. 1. 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 per FBC,TAS 203-94 along with marked up drawi;Utacite" and installation diagram of a series 7500 PVC fixed window,to qualify DuPont" PVB interlayer,Duraseal®and Super Spacer(& insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CTLA-3056 WA;dated 03/03/15,signed and sealed by Ramesh C.Patel,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 per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 7400 PVC project out window,to qualify DuPOut"Butacite"PVB interlayer,Duraseal®and Super Spacer(D insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CTLA-3056 WB,dated 03/03/15,signed and sealed by Ramesh C.Patel,P.E. 3. 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 per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 238 aluminum fixed window,to qualify DuPont"Butacite"PVB interlayer,Duraseal®and Super Spacer6-insulating.glass spacer,'prepared by Certified Test Laboratories,Test Report No. CTLA-3056 WC,dated 04/16/15,signed and sealed by Ramesh C.Patel,P.E. 4. Test reports on: 1)Air Infiltration.Test,per FBC,TAS 202-94 2)Uniform Siatie Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 Large Mes-ile ,aet.Test per FBQ TI a 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 318 outswing aluminum casement window,prepared by Certified Testing Laboratories, Test Report No.CTL-3009N",dated 03/24/14,s1A3e8%J sea••d,b' lad,* C. 1,P.E. (Submitted under previous NOA#14 Q506 . � : • Manuel Pe z, .E. Product Control xa finer • ••• ••• ••• • 0., NOANo- 1 - 12.19 ••; ; ; ; Fjplr.%tiob bate: October 26,2018 ...• ;• ;• ;Appr§j41 Da!'e: September 17,2015 E-1 ... . . . . ... . . . . . . . . . . . . 0% .. .. . . . .. .. 0 ... . CGI Windows and Doors Inc. NOTICE OF ACCEPT&NCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 5. 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 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum casement window, prepared by American Test Lab of South Florida, Inc., Test Report No. ATLSF-1109.01-12,dated 11/20/12,signed and sealed by Henry Hattem,P.E. (Submitted under NOA#121220.14) 6. 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 Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum casement window, prepared by Hurricane Testing Lab., Inc., Test Reports No. HTL-0080- 0301-07 for specimen A and B,and HTL-0080-0905-07 for specimen B and C, dated 09/21/07 and 10/12/06,both signed and sealed by Vinu J.Abraham,P.E. (Submitted under NOA #081010.02) 7. Test reports on: 1)-Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum outswing casement window,prepared by Hurricane Engineering&Testing,Inc.,Test Reports No.]BET-1-08-2143,HETI-08-2144,HETI-08-4287 and HETI-07-4298,dated 06/27/08 and 07/17/0$,all signed and sealed by Candido P.Font,P.E (Submitted under NOA #081010.02) 8. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum'casement window,prepared by Hurricane Test Laboratory,Inc.,Test Reports No. HTL-0080-0303-96 and HTL-0080-1107-98, dated 03/06/96 and 11/10/98, both signed and sealed by Timothy S.Marshall,P.E. (Subm n .t13T, Y♦ �•• • • • • • •• • •• • • • • •• ••Y •• • V7 me Manuel er Product Control Ex iq er • ••• .•. ••• NOA No.15- 12.19 •0 F.�pir�ilog Date: October 26,2018 • •• •• •Apprg pll 0�t�:.September 17;2015 E-2 �I • •• •• • • • •• •• ••• • • • ••• • • CGI Windows and Doors Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(cowrn ED) 9. 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 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked up drawings and installation diagram of an aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL- 1003 and FTL-1041,dated 10/14/94,both signed and sealed by Yamil Kuri,P.E. (Submitted under NOA#964417.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2010, dated 4/24/14,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA #14-0506.01) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlas@(Clear and White)GIass Interlayers"dated 06/25/15,expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company(MA) for their"Saflex CP-Saflex and Saflex HP Composite Glass Interlayers with PET Core"dated 06/19/14,expiring on 12/11/18. 4. Notice of Acceptance No. 14-40423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 06/19/14,expiring on 05/21/16 Manue Per P Product Control Ex mi r .•• ••• ••• NOAN0.15- .19 Explrsiti�`p fate: October 26,2018 g•3 ;• ;• ;�iPPr;Y;I]lute: September 17,2015 • •• i• • • e •• •• CGI Windows and Doors.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-511 Edition(2014),dated April 11,2014,issued by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA #14-0506.01) 2. Proposal No. 13-1098 issued by the Product Control Section, dated October 02, 2013 and revised on February 24,2014,signed by Manuel Perez,P.E. (Submitted under previous NOA #14-0506.01) 3. Laboratory compliance letters for Test Reports No.HTL-0080-0301-07 for specimen A and B and RTL-0080-0905-07 for specimen B and C,issued by Hurricane Test Laboratory,Inc.,dated 09/21/07 and 10/12/06,both signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA #081010.02) 4. Laboratory compliances letters for Test Reports No.HETI-08-2143, HETI-08-2144,HETI-08-4287 and HETI-07-4298,issued by Hurricane Engineering&Testing,Inc.,dated 06/27/08 and 07/17/08,all signed and sealed by Candido F.Font,P.E. (Submitted tinder NOA #08-1010.02) 5. Laboratory compliance letters for Test Reports No.HTL-0080-0303-96 and RTL4080-1107-98,issued by Hurricane Test Laboratory,Inc.,dated 03/06/96 and 11/10/98,both signed and sealed by Timothy S.Marshall,P.E. (Submitted under NOA#96,0417.03 and 01-1002.03) 6. Laboratory compliance letters fai Test Reports No.FTL-1003 and FTL-1041,issued by Fenestration Testing Laboratory,Inc.,dated 10/14/94,both signed and sealed by Yamil Kuri,P.E. (Submitted under NOA#96-0417.03) 7. Test Proposal for the qualification of Butacite®PVB glass interlayer by Kuraray America,Inc.,as well as Duraseal®and Super Spacer®Standard warm-edge flexible insulating glass spacers,dated December 16,2014,issued by REP.,Product Control Section,signed by Jaime Gascon,P.E.,Supervisor,Product Control Section. G. OTHERS 1. Notice of Acceptance No. 14-0506.01,issued to CGI Windows&Doors,Inc.for their Series"238"Outswing Aluminum Casement Window-L.M.I.,approved on 06/26/14 and expiring on 10/26/18- "' '• ' • Manuel Perez/P;4. Product Control Exr • ••. 0:0 . NOA No.15-0 .19. Explratian bate: October 26,2018 4 �. • • App ev l ba:e : September 17,2015 • •• •• • • • •• •• GENERAL WINDOW SECTIONS WINOOW WIDTH �w >T eNGE FR_Mr- TH I D.L.OPG. Z Yi9Ar-r V MAX TIP.CONNERS A HEAD�aL T W 2 CAM LOCKS n m Big9 2 LOCK POINTS ALL SIZES Doi e� t It ° Q IC © AT tMP�ACT VDmDVS IDLY N O I II j///�� � •2 S =z Tei APPLMD SURFACE HU NTINS --------- o ---------- k II OPTIONAL It 1 II\\ II 0 FOR GLASS TYPES, \ y REFER TO o r 1 SHEETS 3 AND 4. b N 7 2 3 O.L OPG. D.L.OPO. 2 1/2' B 24"MAX.EYP. AT HEAD/SI L 0 T' VENT VENT-wm- T' T TEAL ELEa/ATIDN- 4 (RMGE FRAME) • • • "DOW WIDTH I � WINDOW WIDTH 1��j Rd i MUL31 POOR LOCO $ • ••••• • • I MNQM MULTI POINT LOCK ABI.T MLdCCS gT Z i ••••• • • • • I 1 BY'TRUTH' a3 ' • • • • ALT.TO CAM LOCKS V O • • •••••• • MAX.WDW, LOCK MAX ••••• • •• •• INow Pam ' LOCK•••••• • • ; 42' 2 2 •••:• • • •••••• B3' 3 •••• • •••• I i. T B 11 1 84• 4 74" 4 ••••• •:•••• •••••• 3 MIA e$z- RAM FOR ARG19 Its • • SHUTTERS ARE NOT REQUIRED, INSTRUCTIONS: a USE CHARTS AS FOLLOWS. 1 NOTES; FOR MULLION/MULTIPLE UNITS, REFER TO N STEP 1 OLTF.uM DEIGN WIND LOAD RTAUIREMERT BASED THIS PRODUCT HAS BEEN DESIOU AND TESTED TO COMPLY WITH THE SEPARATE CGI MULLION N.O.A. ON WIND VELOCITY,BLDG.HEIGHT.WIND ZONE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY USING APPLrASLE ASCE 7 STANDARD. HURRICANE ZONE(WIZ). ,STEP SEE CHARTS ON SHEETS 3 AND 4 FOR DESIGN LOAD WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER Ev'imn P pV4 ROAUC'PBBVISBD •1 CAPACITY OF OWED GLASS SG.E/TYPE. LOADS TO THE STRUCTURE. FLA.PE/70502 ma-Aft aKh 60010" � •� ORS CAN.3638 BldMktg CbQe STEP 3 WITH N RACIM°NM THAN LOAD ANCHOR OPTION EMBEDMENT TANCHORS O BASE MAT�IAL SMALL BE BVIONNDD WAASHOWN IL�IL DETAILS, we OR STUCCO. 8IJ N STEP 1 ABOVE. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE 42015 BY STEP 4 IF N.WNUM BUCK SYSTEM 6 USED USE CHART ON NOT PART OF THIS APPROVAL SWEET 7 W DETERMINE CAPACITY. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. W98-I OO STEP 5 SINE Ltp4 YARN RESULTING FROM STEPS 2,3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. ALL SHIMS TO BE MGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. sheet T of 7 wpm=wom WW-t vEMr t/2•WlDrtl G-ENBRAL WINDOW SECTION c D.L.oao. B AME t/2. AUAL• L.EC- FRAME 6•MA7f.TV. CMOs + t a 11 Q !E a 3 S2 LOCK PO MS 0 CAM LOCKS ALL s __= FALSE APPLIED AT IMPACT WDMWS MLY 1 ms,µ 'I UPTIUMAlLDRIµS N 1 11\\ LL 1 • O 4 9 24.MM IYP. _. AT MEAD/SILL N • • *. ., •• TYPICAI ELEVAT7(EQUAL LED FRAME)FOR GLASS TYPES, gaREFER TO D.L �&. 2 t/2••• SHEETS 3 AND 4. o—" VEMT WINFN 3/4• U p� 0000 • • 06;0,00 WINDOW va" O •••�•• • • EXT*Afdg* ••••• • •••• MAMA MUL71 POLAR LOCK MUL71 POW LOCK hg Eg; ••••.• • • tiY`IRIJIH' 13Y'DNIERLDCW bt 8 • ° • •••• ALT.TO CAM LOCKS ALT.TO CAM LOCKS 0000• 1 • • •••••• X POINTS HIIWiT POINLOCK MAX WOW. TS o • 1 3r 2 C � 0000• •• 00.00• 1 2 • • •.• • •. j 3 w 3gp gg0000 4 >4' a 494$ • • 0 1 0000 1 t �N�XE SSS8 MLJ En9r CNL� B �$��PRODUCTREVLSED MAN:f o�Et702f t2es*cnw1y6Wahh16eFfwW No 9 drawing rro. 2 W98-100 sheet 1. of 7 F2.G2S 2, 5/8• _ EA7S L7S7 !r � .7ea 5 b2S 'oo L307 ej Flmm 1870 M„� 2.625 2.480 1.038 $ Oz Lm 13 CORNER KEY CORNER KEY 14) TPWK ST.STEM O .062 nUCK ALUMINUM Q FLANGE FRAME O VENT (3/1V LAIC. GLASS} 2.075 L757 4J .788 .09D TMP. 91 1.087 L870 2465 2.719 L 1438 PENT CORNER aoTm 11.624 Z to EQUAL LEG FRAME ® VENT (INSUL LAbL GLASS) ALL FRAME AND VENT CORNERS TO L7S7 S SEAIEO WITH GE SIIPRUF OR EOt6V BE CPQ PART/ QUANTAY Dt9C61pTtON MAW= ltdlFF./�PPIJEB/R1�RB8 t C%-373 4 HANK FRAME 6083-78 I I)AIM OR EWR/. IA V -397 -4 EQUAL-M-FRAME 6083-TB' VBNO.t)f OR EWN. .090 TMP. V�- i •• c 2 CM-370 4 VENT(8/18'IAM.O,ASS) 8087 TB OIOALIX OR L7IUIV. LB7S '- •••o • ••••o• a ••• 20 06-381 4 VENT(RU.WM.a") am-T6 IIDN.IX OR aw.. �'"J''��`�} 720 QR�NM • • • • 2C CW-388 4 VENT(7/18'IAM.0{.055) 8063-T8 WON.IX OR EWIV. "-'l._J .438 z • •o•••• 3 WI-376 4 OGEE BdA�ia am 6087 13 I omm OR EWIV. fig{ ri o••o • • • i 3A C0-3m 4 SQUARE GLAZING BEAD W03-75 MALE C OR E". t §0 •• • •••• • 4 - 4 MO TWX CORNER KEY AI.l%aum 1347 • 4 8 - 6 AM T=CORNER KEY ST.y7EEL g 000000 •••••• • 20 6 AP-425 AS RM FRAME WEATHOWRIPP010 ��p,ppm ® VENT (7/18'LAM. GLASS) a ••• 4 • • ••• 7 0250-K-1160 AS RM VENT ri MHVWWM 11E6M.q�,ON 8 35-10-W0 W 2/VENT 4 BAR HM AT TOP AND BOTT�i S1EEl 000:4 00060 iTRTTH A7TM01ED W/(s)/8 x 3/6'SS SMS • B 24-13-00-202 2/VENT FACE MWNT LOCK SM 718TH,QV*a W/(2)/e X 3/jr SNS .3t� *0606: 9A - ,/VEFIT WR.T,FOBIT LOCK _ TRUTH � gg • a •• •�' 9B - 1/VENT MULM POINT LOCK - INTERLOCK 11< •••••• • ••i 10 - 2/VENT .110 THICK LOCK MEPER,AT FRMJE JAMB FAl7E10 LOCK SSM COI,A1TAt W W/(2)010 x 3/8'SS s!6 17• 11 - 1 OPERATOR(OPTIONAL) TRUTH,ATTACHED W/(2)/8 X 3/8'SS SYS 0 g Q 0 • •• I 11A - t OPERATOR(OPRM-) STEM INTERLOCK s CGI-375: OGEE GLAZING STOP 0 12 30175 t aPERATOR tRalxSTM • • 13 - 2/OOIOB:R FRAME AND VENT ASSEMBLY SCREWS • o• I � � - 110 X 1-I 4'SS SMS M I ®CGI--386: SQUARE GLAZING STOP CWL uo Fu PE 70592 mtot1CT'Ttamm y 2015 ,15-ns)�.�q FRAME CORNER B7 drowi" no. W98-100 mast 2 of 7 1/8"ANN.GLASS 3/16"ANN.CLASS 3/16•NEAT STREN'0 GLASS V 076'SoNex CP With PET Core 073"SoOex CP With PET Core O By'Eaetmsn Chemical Co.' fly'Eastman Chemical Co.' 090"Sa3ex(Rear And Color Glass .DOW Saflax Cbw And Color Close .080"SaDex Ckw And Color Glace m r By'Eastman Chemical Co.' By%w man Chemical Co.' By'Eaebnon Cherrdwl Co.' O INTERlAYE1tS-1 080"Datoeft W6 MTE�AYERS �"��s INTERIAVERS O•S�bAo L By'Koraray Arnica.Inc.' By'Kumroy Amerka.Inc.' By'Kwaray America,Ine.' 090"ButDdft-ray wi g�Kl ray Amecite�rks.Inc.' 1/8•ANN.GLASS 6y'IWraray America.Ine.' 3/16•ANN.GLASS 3/16"HEAT STREN'D CLASS SR.IWNE I 1 I i 8 GE-IM13W99 i GE-teSILICONE i SILICONE DOM 9% l i G£-1800 � I I G£-1200 I t DOW 899 t 1 DOW DOM 8ov 509 I I' DOW 8" I I: SQUARE READ I- 1 ALL lYP64 z 1 o l 6 6/16" NOMINAL 7/16" NOMINAL 7/16" NOMINAL, 4 GLASS TYPE •2' GLASS TYPE 'S' GLASS TYPE '8' PSBFORMANLB VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RSSOTrANT 11=099 PERFORMANCE VALUES OF IMPACT RESMIEA7IT WINDOWS NO SNUUM RFaIM Na SNUU Bf RWUR O NO•slnme REWJMW R171R To BREEIS 5 1W 7 FOR a7SULLAMi MIANS $0 TO SxEEIS a IIW 7 FOR SWALGWR GEMS RPFER 10 SHEKM 5 THIN 7 FOR MIAL A,WN 0=3 ,ONDOII DDB. GLASS TYPE'8' GIdBB TYPE'8' Cum TYPE'8' 1fII4D01!DIY& GLASS TIPS'8' MASS TYPE'B• GLASS TYPE'a' Wmalf DRl6. DIM TYPE'9' GLASS TYPE'8' GL188 TYPE'8' v 4j 72r mmo EXr.(+) 1M.(-) EXr.(+) INT.(-) w.(+) 1M.(-) wmTN HEIGHT EXE.(+) IMF.(-) EXr.(+) SWT.(-) EXr.(+) 1M.(-) W TH HEIBiT EKT.(+) 1W.(-) IXr.(+) INT.(-) EKS.(+) 1M.110.0 194.3 11OA 196.0 110.0 195.0 20' 96.6 112.8 110.0 195.0 11x0 195A 19-1/e' 1180 195.0 1180 193.0 110.0 195.0 110.0 181.9 110.0 195.0 110.0 195.0 24" 65.8 98.4 110.0 195.0 110.0 120.0 26-1/2• 28" 110.0 IOTA 110.0 1&4.0 IICA ISLO 110.0 138.8 flea 195.0 110.0 199.0 28' 7&7 83.3 110.0 120A 110.0 120.0 37• 110.0 t45.4 110.0 195.0 110.0 195.00�• 110.0 128.5 110.0 195.0 110.0 195.0 30' SD„ 732 77.7 110.0 120.0 11MO 120.0 42' 110.0 128.1 110.0 195.0 110.0 195.0 G OR110.0 121.4 110.0 193.0 1100. 195.0 32' 702 729 110.0 120.0 110.0 120.0 19-1/8" 11x0 180.8 110.0 195.0 110.0 193.0107.9 107.9 110.0 19&0 110.0 19&0 3B' 649 04.8 110.0 120.0 110.0 120.0 26-1/2• 38-3/, 110.0 137:5 "GO 1&LO- Ilam 195.0 °' N4097.1 97.1 110.0 196.0 110.0 120.0 46' - - emo 00.0 86.0 80.0 37" 989 B85 110.0 194$ 110.0 120.0 s2 (/)1C�1 •• N102.5 92.5 110.0 t20.0 MIS BOA 42' - - 60.0 SaA BOA 80.0 4Y BBA Su 110.0 120A 110.0 120A 20"• •• Ifw I Imo SOLA 110.0 19&0 20' S&7 88.7 110.0 1950 110.0 SOLO 19-1/a" 110.0 144.6 110A 196.0 110.0 WILD24• • •138.8• 110.0 1950110.0195.024' 73.4 73.4 110.0 120.0 110.0 120.0 26-1/2' 110-11/8' 99.7 104.3 110.0 19&0 11x0 195.0Z216• ••• 118.0 IMA 1950 110.0 195.0 26' 642 84.2 110.0 120.0 110.0 120.0 3T74.7 74.7 110A 120.0 1tO.0 120.0••• 3D•• 42' 11IA• 110.0 195.0 110.0 1950. 30' a6• 80.8 80.6 1IO.O 120.0 110.0 120.0 42• we 659 110.0 120.0 110,0 120A32' 110.0 1115.0 110.0 120.0 32' 579 579 110.0 120.0 110.0 120.0 19-1/8' 9&7 104.2 1IOA 165.0 110.0 12&038' 925 110.0 12DA 110.0 120.0 38' - 80.0 60.0 80.0 804 26-1/2' 83' 74A 779 110.0 120.0 110.0 120.0 0 ••••• • 110.0 120A -110.0 120.0 40' - - 80.0 BOA 60A 60.0 37" 60.0 BOA 110.0 120.0 110.0 120M •••• 42•• • 79A• 119 • 110.0 120.0 00.0 60.0 20' 88.4 B&4 110.0 19&0 110.0 120.0 42" - - BOA 60A emo BOA ••••• 20' • 110.0 7 110.0 195.0 it0.0 195.0 24' 56.1 66.1 110.0 120.0 1t0.0 120.0 19-1/8' 63.0 63.0 110.0 SOLA 110.0 120.0 24F• ••• 1108! 121.48 110.0 196.0 110.0 IS" 28' n, 489 489 110.0 12x0 110.0 120.0 26-1/2' 74-1/4' 489 48.8 110.0 120.0 110.0 120.0 � t•••• 28"• • 1018• "1 110.0 1950 110.0 120.0 39• 48.0 460. 110.0 120.0 110.0 120.0 37, - - 599 s9s • 3C 9760 0110 1104 1950 110.0 S2a0 32• 439 43.6 110.0 120.0 110.0 1�.0 37' 77' - - 68.3 66.3 88.3 56.3 �k1 !RK ••••• 3i• �• 91.1 91.1 110.0 120.0 110.0 120A 38' - - a" Boa 80.0 60.0 S • 3� 110.0 120.0 110.0 12MO 32" - - ESA BOA 80A �.0 :I' LIMIT MAX.LOADS TO 171.0 PSF 78' WHEN MULTI POINT LOCK YY•INEIRLOCK' 0 42• 59. N. 110.0 120.0 60.0 00.0 20• 52A 62.0 110.0 120.0 110.0 120.0 2d' • lima 1299 110.0 195.0 11CA 19&0 2$ 439 43.6 11010 120.0 110.0 120.0 **SIZE 37•X 77'APPLICABLE 70 FLANGE FRALffS ONLY o•ryry' 6 24'• •• 9&O 107.9 110.0 19&0 110.0 198.0 28' 78" 3&1 3&1 110.0 520.0 110.0 120.0 SEE S 1 28' 66.2 929 110.0 120.0 110.0 120.0 30' - 110.0 120.0 60.0 60.0 30' 84.4 88.3 110.0 120.0 110.0 120.0 32• - - 804 60.0 B0.0 60.0 32" �• 80.9 609 110.0 120.0 110.0 120.0 20' 419 419 110.0 120.0 110.0 1204 L' 36' 719 719 110.0 120.0 110.0 120.0 24' 349 349 110.0 12x0 110.0 120.0 Engr:.IA51N •1A0 � PROOUCr RDVLSBD 40' 649 649 110.0 120.0 110.0 120.0 28' 84' - 110.0 120.0 649 54.5 FIA,PE f 70592 42" 81.7 61.7 11nn 120.0 60.0 B0.e 30' - Sit S1.2 512 512 3638 asaeSsplyla8ald18•Ftaridx 32' - 48.3 48.3 48.3 48.3 ,$ A NOTE: GLASS CAPACITIES ON THIS SHEET ARE NOTE: drm741g m. BASED ON ASTM E1300-09 (3 SEC. GUSTS) FOR LOAD+1.010 0,LIMITS 120.0 PSf 16.34 SQ. FT. Dt5 W98-1 00 AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 +110.0, -195.0 PSF = 10.00 S0. FT. sheat Sof 7 1/8•TEMP.GLASS 1/8-TEMP.GtAS5 ccc�gl�� AIR SPACE ASR SPACE roV' 1/9-ANN.GLASS 1/8•TEMP.GLASS z .075•Saflex CP With PET Core 075`Wu CP WM PET Coro By'Eastrnon Chen*W Co.' By'Eastman Chemical CO.' Q Ago•Saflex Gear And Color Gloss .DOW S.R.Clear And Color Glass INTERIAYERS By'Eastman Chemical Co.' INTERaYERS By'Eastman Chemical Co., OW SentryGlas By'Kuroray America.Ins.' 81''Kararay Americo.Ins.' 21 .090'Butceae PVB 090'B6tocits PVB By'Kummy Americo,Ix.' By'Kwarcy Amertea,Inc.' SQUARE BEAD 1/8'ANN.GLASS 1/8'TEMP.GLASS OPTIONAI. ALL GLASS TYPES im SILICONE GE I M j DOV 945 i mw 945 �`C DOW 899 DOV 899 ::::::.:. XL EDGE SPACER XL EDGE SPACER ST.STEEL BY'CARDINAL' SETTING SOCKS ST.STEEL BY'CARDINAL' SETTING BLOM TE DURASEAL 6Y'QUANE P EPDM� DURASEAL BY'QUANEx EP/ON i�$ OR DUROMEIER 8535 OR DUROMETER 813$ SUPER SPACER SY'QUANEX' 3/4" INSULATED SUPER SPACER BY'WAMC 3/4- INSULATED GLASS TYPE '2A' GLASS TYPE 'SA' li'11"HIMCE VALUES OF IMPACT WSWAI1'1IND038 PERFORMANCE VALUES OF IMPACT RISMANP fl34DOTT8 PXMRMANCE VALUES 08 IMPACT RESISTANT NR4DOBS (n 20$WAWR6 REMARED NO smurf 9 REQ1111DD NO WFIERS RERUMag, REFER 10 SIREIS a THIN 7 FOR UISOEIAI01t OEMU REFER TO SNEEIS 8 1HRY 7 FOR INSU L00R DEMMS REFER TO SHEEFS 8 TNRU 7 FOR E4O1LAWN OEM Q W Ci VINDOR DlM8. CLASS T'YPS'211' GLASS TYPE'64' WINOW D1AS. k.7 MTH HEIGHT EXr.(+) ENL(-) EXT.(+) 1N1{-) won0 NEIGHT INT.(-)EXT.{+) ENT.(-) mm 11Em EXE.(+) iNf.(-) .(+) Luff_(-)110.0 1943 110.0 19&0 2" 112.8 110.0 190.0 19-1/8- 110.0 1&1.0 110.0 to"2� 00 110.0 161.9 110.0 195.0 24• 95.4 110.0 12.0 26-1/2' �• 110.0 203.0 t10.0 19&C� • 110.0 138.8 110.0 190.0 28' 83.3 110.0 120.0 37' 110.0 145.4 110.0 198.0 M20-• •• Ila$ I� 110.0 198,0 30" 77.7 110.0 120.0 42' 110.0 12&1 110.0 195.0 z Z' ' ,3Y • 110 • 121. 110.0 198.0 32' 724 110.0 12.0 19-1/e` 110.0 190.6 110.0 195.0 cit 8o3b* •• 107.9 107.9 110.0 18&O 36" 64.9 110.0 120.0 26-1/2" 36-3/8" 110.0 137.6, 110.0 Iwo O-v • 40- 97 97.1 110.0 12.0 40' 09.0 6011 - - 37' 98.5 S&S 110.0 120A 0 42' 92AP• •26• 110.0 12&0 42• BOA 60.0 - 42' ass 68s 110.0 12.0 00000 20- 110.0 1 110.0 19&0 2' 86.7 86.7 110.0 two 19-1/6" 110.0 144.5 110.0 185.0 20• 000 1100 IS" 110.0 19&0 24' 73.4 73.4 110.0 12.0 26-1/2' 99.7 1043 11011 19&O 110-5/8' • 0•:0 2"• 0 110 110.0 190.0 28' 842 84.2 1104 120.0 37• 74.7 74.7 110.0 120.0 0000 30" 110.0• W hD 110.0 155,0 30' 66" sms BO.6 110.0 1182 42' 65A 656 110.0 120.0 • 31•: 0 • 1041 .* 110.0 120A 3r" 575 57.5 110.0 1122 19-1/8- S&7 1042 110.0 1950 qq ••••• 38' 924 92.5 110.0 1211 36" SOA 80,0 - - 26-1/Y 83• 74.9 77.9 110.0 120.0 g tl • 40' W• � 110.0 t2A 40' 80.0 60.0 - - 1. 60.0 80.0 110.0 117.0 ••••• 4�• 79 110.0 120.0 2' 6&4 66.4 110.0 120.0 42" SOLO 09.0 0 2� 110.0 145.7 110.0 19&0 24' 6,&1 50.1 1093 1093 19-1/8- 63A WA 110.0 12.0 9 4 OOff • 2' 11 2. 110.0 195.0 211- 489 4&9 95.3 953 - - -T74--41117- ••••• 29-0600 104.10 104.0 110.0 120.0 30• �• 4611 4&0 894 8911 37• 59.s 5911 - - NOTE: 3�"0 • 97.1 97.1 110.D 120.0 32- 43A 43.6 85.0 85.0 37• Tr 563 583 - - GLASS CAPACITIES ON THIS SHEET ARE s2' Bill 91.1 110,0 120.0 35' 60.0 6&0 - - BASED ON ASTM E13O0-09 (3 SEC. GUSTS) 38' 094 80.9 110.0 12&0 32- BOA 8011 - - * LIMIT MAX.L�TO 171.0 PSF AND FLORIDA BUILDING COMMISSION 40' 7z8 728 110.0 120.0 36• 76- 09.0 604 WHEN M11L.n Pow LOCK BY'INETRLo , ® DECLARATORY STATEMENT DCA05-DEC-219 IS USED 42' 69.4 69.4 110.0 12.0 2' 5211 5211 1013 101.3 L 2- 110.0 129.5 1110.0 195.0 24' 43.8 438 85.4 85.4 **SIZE 37"X 77'APPLU3LE TO FLANGE FRAMES ONLY ' AD AHVAD A PROM=ROVIND 24' 98.0 107.9 110.0 195.0 2' 79" 3&1 3&1 743 743 SEE SHEET I FIA PE 70592as = camoyfq with Gro Flails 925 925 1t" 120.0 32' 09.0 8&0 - OBtZ-ty - tldldiegCoQe 2' 30' 84, M4 8&3 110.0 1211 20' 413 415 8011 a" $ 8 32• 8oA 80.9 110.0 112H 24• 3411 344 a" s&0 qµ� 36' 71.9 719 11011 28" 84' 544 544 - - NOTE: `y{7 Dsdo ;;�A 40" 6411 6411 110.0 3D' .5120 a12 - LOAD/AREA LIMITS 42' 61.7 61.7 110.0 o 3Y 483 483 _ _ FOR +110.0, -120.0 PSF = 16.34 SO. FT. +110.0, -195.0 PSF = 10.00 SO. FT. ah•9t 4of INSTAL_ATION CONDITIONS FIANCE FRAME (APPLIES TO AL FOUR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEET 8 TYPICAL ANCHORS 1 SEE ELEV.FOR SPACING SHEET z 7YPICAI.ANCHORS 1YP�A1.ANCHORS SEE 8 FOR DESCRIPTION SEE El".FOR SPACING SEE aft FOR SPACING SEE SHEET 8 FOR DESCRIPTION SEE SHEET 8 FOR DESCRIPTION NEIN. o. STRUCTURES 1/B•THK AIN. w t� YY SEALANT SEALANT " a2 t/8 •a ' • 2 I ' 4 1 � �Z INSTALLATION 7YPE '1' WOOD BUCK TYPE '11 INSTALLATI N TYPE V WOOD BUCK TYPE '2' 11A77 1 PRESSURE TREATED PRESSIM TREATED N TYPICAL INSTALLATION DETAII TYPICAL INSTALLATION DETAL ATTACHMENT ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDE_SUSING WOOD METAL STRUCTURES g _ TYPICAL ANCHDRS TYPICAL ANCHORS t/e•MIN. SFE SHEET 8 DESCRIPTION ESCRIPTION S E SHEET 8 FOR DESCRIPTIONDESCRIPTION SEE F FOR SP �i "�Imm-SPACINS ---SEE ELEV.FOR SPACING 4 ACING N SEE SHEET 8 FOR DESCRIPTION • {{T It • • i s/e• I I 11 0 • •• • •• �_ ••••• �A-ANT • SEALANT {{ { �z • u n ••••• •••• •.' • dFR,�1�.�• 2 Y/e' ' e•oa d 2 t/9• Goo* • •• R N BV OTHERS °°•.. AIN. '.1••.• '. . •' B=INSTALLATION BY ODIERS i•••• • t?MIN. •••• ATTACHMENT TO • • 060000 t �' APPROVED MULLIONS ••••• •dN5TALLATION WDI iii• WOOD BUCK TYPE '3' INSTALLATION TYPE 14' WOOD BUCK TYPE '4' g g g g • • • see** •••• TYPIORL INSTALLATION DETAn TYPIC.AI INSTALLATION DETAL m a e••••e ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDES/USING WOOD 8 8 8 s/4•x 1'z%a •x t� EwM PRO1K1crREvl8® AT ANCHOR /2- ONs NAD 2LOC LONG FLA.PE TTg92 0conOYbgwhhYeFIC" AA C � CAA i WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN P dra•tng no. LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER ALT, ANCHOR LOCATION W9S- OO THEM TO THE BUILDING STRUCTURE. WITH SHEAR CLIP sheet gof 7 INSTALLATION CONDITIONS EQUAL TEG FRAM (,APPLIES TO AL FOUR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEET 8 TYPICAL ARCHON SEERS j SEE ELEV.FOR SWING 13$( SEE SHEET 6 FOR DESCROFRON Z TYPICAL ARCHOItSM EIAL TYPICAL ANCHORS SIRUCI'URES SEE ELEV.FOR SPACINGSEE ELEV. FOR SPACING 1/8'THK.YIN. EEP SEE SH6 FOR DESCRIPTION SEE SHEET 6 FOR OESCRFnON a � 1166 • •..° •�I +. a \�'i 2 1/6' .• � I v. a y� 2 1/8' I6 ° I. MR' s 1'YIL W f1 2-1/2'MIN. INSTALLATION TYPE '1' WOOD BUCK TYPE '1INSTALLATION TYPE '2' WOOD BUCK TYPE '2' V MAAMVAL:PRESSURE TREATED PRESSURE TREATED Z IVA A INSTALLATION DETAII TYPICAL INSTALLATION DETAIL ATTACHMENTIx ON ALL EDUR SIDES/USING WOOD ON ALL FOUR SIDES/USING WOOD METAL STRUCTURES L+ 1/8',I j^ TYPICAL ANCHORS N M • •• TYPICAL ANCHORS TYPICAL ANCHORS _�— SEE ELEV.FOR SPACING M • • • SEE EIEY.FOR SPACING SEE El".FOR SPACING I� T 1 SEE SHEET 8 FOR VMRIPRON Z ' •.•••• •.•• • •• SHEET 6 FOR DATION SEE SHEET 6 FOR DESCRIPRON 1fT r .j • 1 • 1 11 II :9 3 0:000 0000 • • • 1 3/8' 11 0.000• • 11 R }� 0000• •' : MENT TO L-Jt: 27/6'.t BRS ATTACHINSTNIATION BY OTI ° - BUCK INSTAU.AMON BY OTHERS APPROVED MULLIONSMIN • • t•••• •11QSSRJLLATION TYKE '3'• WOOD BUCK TYPE '3; INSTALLATION TYPE '4' WOOD BUCK TYPE '4' 0000 PRESSURE TREATED PRESSURE TREATW TYPICAL INSTALLATION DETAIL TYPICAL INSTALL A71ON DETAIL ON ALL FOUR SIDES/USING WO ON ALL EDUR SIDEMSING WOOD EW JMW AHMA) cm PRODUCTAEVISBD FIA P.6. m annoy[ whb Ne mmift y WOOD BUCKS NOT BY CGI CORP.. MUST SUSTAIN LaY Oaf dmtving no. LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. sheet g, of 7 PERFOMIANCE VALUES OF INSTALLATION ANCHORS PERFORMANCE VALUES OF INSTALLATION ANCHORS PERIFORM AN13; VALUES OF INSTALLATION ANCHORS 4 REFER TO SHEET 8 FOR amu REFER 70 SHEET 8 FOR DETAOS REFER TO 94V 8 FOR DEMU ANCHORS W/O MUM CLIP ANCHORS 111131 SHEAR CLIP ANCHORS W/O WAR CLP AWCRO3RS WITH SHRAR CI,D+ ANCHORS W/O SHUR CNP ANCHORS WITH SHEAR CUP WINDOW D111S. AT 37'O.C. AT 10.O.C. AT 17'O.C. AT IO'D.C. WINDOW Dom AT 17'O.C. AT 10'O.C. AT 17"O.C. AT 10'O.C. w9mv DW. AT 17.O.C. AT 10'O.C. AT IF aC. AT 10.O.C. Z Yom NoGHf Ex14+)/OO'4-)EM(+)/tNFd->ixr.(+)/ORI-)!M(+)/D f•(-) WIN NEIGM Ezrd+)/INT4-)EM•(+)/Mid-) •(+)/OR'd-)OfFd+)/INf(-) "M Ellcflr .(+)/Olr•(-)FM•(+)/Rif(-)iM•(+)/9ITd-)EfCI'd+)/O+fd-) A g zo' 7964 1960 1849 196.0 32• 76' 133.2 1850 784 1222 19-1/8' 186.0 199.0 149.4 198.0 rs iAy6 24' 198.0 1118.0 129.0 1720 38' 118.4 to" 67.9 10" 26-1/2' Zr 196.0 195.0 107A 161.5 28' 1929 195.0 110.6 147.4 20' 196.0 196.0 119.1 ISMS ST 196.0 t9So 77.2 115.9 30' 36" 180.0 196.0 7032 131.6 24' 173.1 196.0 892 158.8 19-1/8' 188.0 195.0 161.9 196.0 3Y 1689 195.0 96.6 129.0 28' 78' 148.4 186.0 85.1 1381 28-1/2' x-3/6' 1812 188.0 1�9 1481 36• 180.0 186.0 86.0 114.7 30• !38.6 195.0 79.4 127.0 37• 136.8 1826 75.8 104.7 A 40' 155.0 180.0 77.4 103.2 32' 129.8 195.0 74A 119.1 18-1/8• 186.0 198.0 1538 1919 42• 128.8 171.4 75.7 98.5 20' 188.0 198.0 13.07 196.0 28-1/2' 50-5/6 185.2 196.0 1108 138.6 20' 198.0 195.0 132.7 1789 24' 198.0 186.0 110.8 166.0 37' 138.4 173.0 78.3 992 Q 24• 1929 186.0 1109 147A 28' � 165.3 798.0 948 1422 19-1/8' 198.0 I96A 123.3 196.0 26' 186.3 198.0 949 126A 32• 184.3 188.0 888 1327 28-1/2• W168.8 Iwo 88.0 186.8 30' 134.3 796.0 89.8 1179 37' 111.2 194.8 85.8 111.6 4Y 1449 1929 829 It" 4Y 98.0 771.4 �2 98,3 SB' 128.7 171.4 73.7 88.3 19-1/8' 195.0 196.0 1308 195.0 �• 118.7 164.9 68.5 84.6 26-1/Y 74-1/4• 164.7 19LO 94.4 1.31.1 42' 1102 148.9 832 84,2 37" f 170 188.6 67.8 108.! 20' 105.0 196.0 1548 1958 � 24' 195A IWO 129.0 181.3 Z 28• 1929 195.0 1708 138.2 30' 46• 140A Iwo 103.2 129.0 FaR 32' IO8.8 196.0 989 120A i TYPICAL ANCHORS: SEE ELEV.FOR SPACING p ' 38' 150.0 1675 884 107.5 8- ,t 40• 13LO 168.8 77.4 969 1/4" DIA KWIK-CDN R BY 94RT1'(Fu=183 1W,F7-187 KSQ Co LL 42' I I 1 -160.7 73.7 921 1 1/A" DIA. ULTRACON BY 'ELCO' (Fu-177 K9,Fy-1S5 KSQ 20• 199".0 19&0 137.8 -196.0 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 24' •• 1885.0 186.0 114.7 1720 o • 28 •0•• 171.4 196.0 96.3 147A 1-1/2" MIN. PENETRATION INTO WOOD ••••• 30 180.0 Iwo 91.7 137.6 THRU 1 BY BUCKS INTO CONC. OR MASONRY gg • 32• S+" INA • istLo 860 129.0 1-1/4" MIN. EMBED INTO CONC. OR MASONRY •w•• ••••• 36" • 133.3 I 76.4 114.7 C7 p • 40' 120.00 tft9o.o ells 1012 DIRECTLY INiO CONC. OR MASONRY • • 42' • 174.3 0 111.4 66.6 98.3 I 1-1/4" MiN. EMBED INTO CONC. OR MASONRY o ••••• 20' 9-.-) 41IfWO 1238 INA #14 SMS OR SELF DR UNG SCREWS (GRADE 2 CRS) 24• •••• 0 103.2 184.0 i ` •••• • 1 INTO MIAMI-RADE COUNTY APPROVED MULLIONS (MIN. TRK. _ .0507 kdl • • 28• two 884 132.7 INTO METAL STRUCTURESS •••• 30 •9D•• 829 123.9 STEEL : 1 8 THC MIN. • 32• • •096.0 77.4 116.1 ANCHORS 9/O SHEAR CLIP / " (Fy = 38 KSI MIN.) ••••• ALUMINUM 1/8'TRK. MIN. (8083-T5 MW.) • �• • as 1O� (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 40' 182.0 810 920 1 w ••••• 42' • 8lis0 88 6 TYPICAL EDGE DISTANCE1491 Me WM CONeRM AND WMONRY 2- 7r NUN. 24• 1 117.3 164.2 WTO WOOD STRUCTURE = 1" MIN, a 28' 1964 1005 140.7 INTO METAL STRUCTURE - 3/4" MIN. o � � 32' •HT8•• 1839 195.0 939 153.3 32' 183.4 196.0 8&0 123.1 CONCRETE AT HEAD,SRI.OR JAMBS ire-3000 PSI MW. 38' t38.4 190.9 764 1088 C-90 HOLLON/Fil.LEO SIM AT JAMBS fm - 2010 PSI MIN. 40' 1227 1714 70.4 98.8 20' 195.0 198.0 129.0 tam E'4AVAD MWCNIL yJ 24' 1979 195.0 1078 1508 M PE 70582 � 1CI'1teVtsHO - ng Vi& 28' 7Y 190.7 196.0 92.1 128.0 CAN.� owiftPowe do Rai& 30' 150.0 1&4.0Acceplance 860 720. Duk �/$ 32' 140.6 196.0 80. 1129 15 drawing n0. 36• 1250 178.0 71.7 197.3 9798-100 lttteet 8 of 7 PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUER ALUMINUM BUGIC FRAMING DET�TLS tc V OF ALUMINUM BUCK OF ALUMINUM BUCK OF ALUMMUM BUCK 1r INSTALL177ON ANCHORS INSTALLA770N ANCHORS INSTALLATION ANCHORS REFER 70 SHEETS 3 1HRu 6 FOR VWMGW CAPACRES USE LOWER APPLICABLE VALUES I TOFiDOB DDBT. IFA1D01I DIM. LINDOY DDO1. Wpnit HEK91r EXr.(+) W4-) zwm- HEtOHT Exr4+) 8FL(-) WDTH HELM EX6(+) INT.(-) 20• 110.0 196.0 20' 105.8 120.0 19-1/8• 110.0 186.0 24• 110.0 19&0 1 24' 80.9 120.0 26-1/2' 28' 110.0 186.0 28• 110.0 186.0 28' 80.5 110.3 37' 110A 184.2 30' 11Q0 182.4 3D' 76' 783 104.7 42• 110A 1624 W. • 11a0 1785 32- 60.0 80.0 18•-1/6• IIDA 166.0 A�D 36' tta0 177.3 36' 60.0 Bao 28-1/2• 110.0 172.6 }E V n 40' 106.8 146.1 20' 1027 120.0 37* 3e-3/e• 110.0 166.3 pp 42' 97.0 120.0 24' 86.2 120.0 42* 1 95.7 120.0 Q g 20' 110.0 1785 28' 78' 77.9 120.0 16-1/8• 110.0 196.0 24 11a0 159.6 30' 734 101.3 26-1/Y SO-6/8• 110.0 154.7 t 1 3 26' 106.9 14&6 W. 60.0 60.0 3Y 84.0 120.0 30• 42' 103.6 141.8 20' 110.0 120.0 4Y 698 120. Z�Qj 32' 100.7 13&1 24' 97.0 120.0 18-1/8' 108.3 148.8 j W 38' 97.0 120.0 28' 84• 85.5 117.3 28-1/2' �• 845 118.2 1 40` 86.2 120.0 30' �A 80.0 3Y 87.9 93.1 114 SMS 42• 854 1204 3Y 60.0 60.0 4Y 60.0 60A AT 8'FROM ENDS 20' 110.0 195.019-1/8' 110.0 1645 17.O.a MAX.AT JAMBS � V 24' IMO 177.3 26-1/2' 74-1/4' 8&4 1188 24'O.C.MAX AT HEAD/SU 28' 110.0 160.9 37• 60.0 60.0 A14 T 6'FROM ENDS I�ft3tJ Iti f��- _ 30' 110.0 1845 18-1/8' 109.9 120.0 24'O.C.MAX.AT AMISS p 32` �• 108.1 120.0 28-1/2• 76' 844 116.2 I O 36' 1035 120.0 1 80.0 604 40• 988 120A 18-1/8• 108.3 126'.0 42' 96.0 120A -28-IX 7Y 827 1 113.4 20' 1104 174.137. e60.01 60.0 N M 24' ••• 110.0 182.0 pO M ••••• •••• 888 1200 • e gt ZZ� • 30' 965 • 'd.a� ..e', '• e. � idg_ ••••• 32" � • 91.8 120.0 • 'A . °• dt e° �o^ ` • 38' 8&2 11 • •e,I n TYPIC&ANCHORS TYPE'A'OR'B' TYPICAL ANCHORS TYPE'C a • 40• • 822 11111 4 • AT 8'FROM ENDS AND AT 6"FROM EFI05 AND o 0000* 4Y 60.6 • 2 1/Y MIN. 7'O.C.MAX.AT JAMBS 17.O. MAX.AT JAMBS 20• •••• 110A I" 104E OTSf 1Y O.C.MAX.AT HERO/SILL 1• ,L 24'O.C.MAX.AT HEAD/SILL •••:• 24' • 97.0 • INSTALLATKNJ TYPE '5' INSTALLATION TYPE '6' •••• 28• e" nes TYPICAL ANCHORS: SEE ELEv.FoR SPA= 30' •••• 828 • 20Y WOOD BACK OR WOOD STRUCTURES • *see 3Y •e0' 7&4 1098 A- 1/4'DIA KWTK-CON II BY 'HI N(Fu.163 KSL Fp-157 KSI) 7YPICAL INSTALLATION DETAIL SIDESZ DIRECTLY INTO CONC. ON ALL F OR MASONRY OUR USING ALUMINUM BUCK SYSTEM >k< • �, • 738 • D ••••• 40' • BDA 46010• • p3 1-1/4' MIN. EMBED INTO CONC. OR MASONRY q 9 • • • 20' 110.0 1780 • - u-1 FY-155 KS1 ••••• 24. •••• 107 8 20.0 • DIRECTLY INTO CM. OR FILLED BLOCK 2500 .84E g• ' B B 1-1/4' MIN. EMBED INTO CONCRETE °6-ryry 28' *000 96.9 120.0 .646 MEIN� TS 30' 65' 913 120.0 2-1/4' MIN. EMBED INTO GROUT FILLED BLOCKS .088 582 32` 673 119.7 C - 914 SMs ((TRADE 2 CRS) T- 1.125 _ • 60.6 60'0 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES _ yy1 40' BOA 60.0 1.438 EnBr.JAYAD AH11AD �> 4aewah' ElaeWo C 1-i/2" MIN. PENETRATION INTO WOOD cmL 2D• 1100 1645 .126 .903 FLA.PE 70382 24' 974 120.0 TYPICAL EDGE DISTANCE Jq ,,g'g 28• 864 117.9 INTO CONCRETE AND MASONRY = 2-1/2' MIN. ALUMINUM BUCK OPTIONAL COVER O Z DAD 2D18 S 4i jj 30' 72' 61.7 112.0 INTO WOOD STRUCTURE = 11" MIN. 6063-TB Goes-TB By drawing no. 36. 772 'OU CONCRETE AT HEAD,SILL OR JAMBS Pc - 30M PSI MIN. W98-1 0 C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm= 2000 PS MIN. 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 (NOA) ,YWW.miamidaae.goY/eeonomv CGI Windows&Doors 10100 NW 25"Street Miami,FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"Sentinel 130"Aluminum Fixed Window-L.M.I. APPROVAL DOCUMENT:Drawing No.W10-02,titled"Series Sentinel 130 Alum Fixed Window (L.M.I.)(S.M.I)",sheets 1, 1.1,2,3,4, 5 and 6 of 6,dated 01/30/10,with revision F dated 04/10/15, 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 Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising.literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this.entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews N(?*#14-9.O 404 of this page 1 and evidence pages E-1 and E-2,as well as approval documenfiVentiptedUote; :.: *- The submitted documentation was"tie►w4d byVai ue+l Aer ,P.E. • MIAMFDADE •.. ••' NOA No. 15-0413.03 CO N ry • : : • • • � :• •:• �•� Expiration Date: September 22,2020 •• �rja1 j Approval Date: June 25,2015 J Page 1 . . . . . . . . . . . . .. .. . . . .. .. CGI Windows&Doors .NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS I. Manufacturer's die drawings and sections. 2. Drawing No. W10-02,titled Series Sentinel 130 Alum Fixed Window(L.M.I.) (S.M.I.), sheets 1, 1.1,2, 3,4,5 and 6 of 6, dated 01/30/10,with revision F,dated 04/10/15,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad, P.E. B. TESTS 1. 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 per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 7500 PVC fixed window,to qualify DuPont"Butacite"PVB interlayer,Duraseal®and Super Spacer® insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CTLA-3056 WA, dated 03/03/15,signed and sealed by Ramesh C.Patel,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 per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 7400 PVC project out window,to qualify DuPont"Butacite"PVB interlayer,Duraseal®and Super Spacer@ insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CTLA-3056 WB,dated 03/03/15, signed and sealed by Ramesh C. Patel,P.E. 3. 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 per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 238 aluminum fixed window,to qualify DuPont"Butacite"PVB interlayer,Duraseal®and Super Spacer(W insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CTLA-3056 WC,dated 04/16/15,signed and sealed by Ramesh C. Patel,P.E. 4. 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 diagram of a Sentinel 130 aluminum fixed window,prepared by Hurricane Test Laboratory,LLC,Test Report No. HTL-0080-0103-10,dated 03/30/10, signed and sealed by Vinu J.Abraham,P.E. (Submitted under NOA No.10-0510.13) •• ..' ..: 00: Manuel Ez,P.E. Product Contr 1 aminer ••• NOA NO,-.—A-0413.03 Expiration Date: September 22 2020 ': :. ,• Z• ;, ••' Approval Da te: June 25,2015 .. • E 1 CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FSC-5111 Edition (2014), dated July 18, 2014, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA No.14-0731.05) 2. Glazing complies with ASTM E1300-09. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/11/13,expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 0619/14,expiring on 05/21/16. 4. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company(MA) for their"Saflex CP-Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14,expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51h Edition (2014), and of no financial interest, dated July 18, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA No.14-0731.05) 2. Laboratory compliance letter for Test Report No.HTL-0080-0103-10,issued by Hurricane Test Laboratory, LLC,dated March 30,2010,signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA No.10-0510.13) 3. Testing Proposal issued by the Product Control Section,dated 12/16/14,signed by Jaime Gascon,P.E., Supervisor,Product Control Section G. OTHERS 1. Notice of Acceptance No. 14-0731.05, issued to CGI Windows & Doors, for their Series "Sentinel 130" Aluminum Fixed Window — L.M.I. approved on 10/16/14 and expiring on 09/22/15. .. ... . . . . . .. . .. . . . . ... . "' " • • •• ManuEl Per ;el; E Product Control E. ... ... ••• • • NOA No.15-0 .03 . . • • • • Expiration Date: September 22,2020 ': :. • *• ... *0* APP roval Date: June 2S 2015 .. • ' V,-2 0 • . ... • • . .. .. . . • .. .: ... 0 . 0 ... . 48" 41r V FLANGE WIDTH BUCK WIDTH FLANGE WIDTH TYPICAL ELEVATIONS 7 D.L OPG. m D.L OPG. DA_Om 8"MAX. 18"MAX. \ e. J HEAD/Sgl A SHORTER 8 Al '6• CORNERS SIDES mq� ANCHOR SPACING SHOWN HEREIN APPLICABLE a TO FLANGE AND FLUSH FRAMES. C y� SEE SHEET 1.1 FOR FIN FRAMES. drj n u 11 n 10 n u u u q n paT�g n u u n II D u n C1 u u n n =--n------rr--- ---n------rr--- ----n------m--- J J 11 II 11 11 fl 11 BUCK H[SGFIT II , 11 II ,, 71 II �, it Itl r N �, D � u �, u u �. a D.L.oPG. u /� 11 I $ o ---moi-- -�----= f.= o ----�L-- ---U-- -� ---- m z� m ----ter- -77----- „ ----�r-----7r--- a -----I-----7r 4 R n 6 -! n u ^3 a• �! • • • n u n n N 11 • •s• u• •sl C1 u u if u • • u • u• L 9y u u � n n OV64• 11 II 11 11 11 It II I II• • II• 11 II II n a II q tl/, it q Ts �"� ;{ • 71 •!� 1! 11--- II n 11 �p o tl �I qi% II h ($� �i • • _I-��.....-_1- -7 11" JLaav�co_v1� •• - 0 •••a • I •• •1• 1 I I I .I q q P I` 00000 ••• t •• T31 ;; p �! ��N • • fig( ••0 too,G*1 0 77 • • •••• FALSE MUNTBNSMAX • • (SURFACE APPLIED) MAXMAX8' 18"MAX. 8" 18" 17"MAX. •••••• CORNERS STRAGHf • ` • •••••• OPRONAL SHORTER HEADSILL SHORTER SIDES SIDES CORNERS SIDES p •�•• •F� G�,•& FLANGE HiPTOR FRAME EQUAL LEG FRAME W a1oTT+ I Uo� • • •t• • t • _ _ _ � WI�•••• p�vumva,,n,, O SERIES•i sO SENTINEL ALUMINUM FIXED WINDOSY i i i i i i DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. - � 1 z o R$ APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS 3 / it; OF FDf./FIX. OR FIX. WDw.WITH OTHER MIAMI-DARE COUNTY APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS WINDOW WIC WINDOW WIDTH WINDOW WIDTHw,_ vnpm DAYLITE OPENINGS: g $ IN BETWEEN. p---- � I�— -I LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL , D.L.O. HEIGHT = BUCK HEIGHT -00* WILL APPLY TO ENTIRE SYSTEM. r— , r— —— —— I I D.L.C. WIDTH = BUCK WIDTH - 3.00" c•'d=a O ,gam ry� THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE S,' — � INSULATING LAM.GLASS IAM. GIASS I;a s REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY ; •� g HURRICANE ZONE(HVHZ). Q LARGE MISSILE IMPACT WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER SMALL MISSILE IMPACT o Y LOADS TO THE STRUCTURE L J Engr.4WAD MMAD i PRODUTST RHVISBD ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS CNL FIA.PE++70582 w CMPIYMB whh dw Florida ^p EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. CAN.3538 Buflaw C WO s E ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE THESE WINDOWS ARE RATED FOR LARGE&SMALL MISSILE UiPACT. AxeplmuoNo/�'�41 g NOT PART OF THIS APPROVAL. I SHUTTERS ARE NOT REGUIRED. POTS mDa,uara 'S A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. BY Browing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE Mimi Product Coulrol COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS W1 0-02 REQUIREMENTS OF THE FLORIDA BLDG.CODE. SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. sheet l of 6 ae- 41' Mr U TACK WIDTH B=WIDTH MK WIDTH TYPICAL ELEVATIONS D.L OPG. �Q D.L.OPG. D.L OPG. 6'MAX. 16-MAX. HEAD/SILL STRAIGHT '1 �A.k 7g• zd CORNERS I h d II �j d b v 11 n n u m $ n n 0`��as n u u u u u C n u u n u u ---r------m--- ---r------rr--- --=r------rr--- am vim 4 s u u u u 11 D 2 j ii !� ii pp --- D.L.OPG. O 'gyp x JL__/_11_____ �y Y O _JL__ -1L____ '�x o __JL__"I • -=ter --� ---- m ---- Ir-----rr---- m ----"Ir------r---- It • w • • II • �I• O II II R C 11 II �q•� N •••• ii • • li • ii i D u `r�o Fp N • • n • u • �� - N D �� B n `S •• •�_ ------u--- o '�------u--- -- ---___u--- •••• • • -lr".""-'IT' _ -=-Ir-----Tr--- ao --=-Ir------'Ir--- • 11 11 '•�� II II 'b LLS II II n p fl � 11 • • II • II 11 VV// II II 11 u____II • u ••••1•• N u u u � ===ar---= -a-----_ Vl • ❑ u u u u 11 la � n n -Tr---'u n ap •••• • • u u u u u u x o n -iii--i il- - -- N u u � -I u n °•i u u ,� •••: • • • 'I •• cl'•• 'I I� 9 II _ ____ _�== =as =sas•� Q s ••• • • • ° ii ° N ••0 es •• • • �^ • N • • • ••.••• (SASE MUNTIN.SAPPM� t 8-MAX. 6'MAX. I 16-MAX.-I 6-MAX. �„ 16'MAX. Z 3 M n •••• • •• •••••• OPTIONAL STRAIGHT HEAD/SIU CORNERS STRAIGHT o SIDES yy�� • • • SIDES CORNERS SIDES ?S 00 0 000 •••• • •••• • • • • •••• FIN FRAMES ALTERNATE SHAPES AS SHOWN ON SHEET t ALSO AVAILABLE FOR FlN FRAMES c•�a •d C-4.JAVAII AFWAD PRODUCT RMSBD S F.A. cr 70882 as`ro°IPIds YIUB with Iln Plml1 CAN.J53B Aplertco No I •� o y $ GK tion Dale K6 MA 2015 agi•,t ndaPmduct drawh I.W10-02,11 aheet'I.tof g DESIGN LOAD CAPACITY-PSF DESIGN LOAD CAPACITY-PSP W FLANGE DW. DUCK DDIS. CLASS TYPES'C'Q'CI'GIASS TYPES'D'k'DL' FLANGE DINS. BUCK DINS. CLASS TYPES'C'k'Cl'GLASS TYPES WIDTH(N)LEL. M(L)WIDTH(W)LENGTH(L) EXT.(+) INT.(-) W.(+) IW.(-) WIDTH(lW)LENGTH(L)WIDTH(W)LENGTH(L) -I.(+) INT.(-) DR.(+) 1NL(-) 24• 2r SOA 80.0 Bao 60.0 24' 2r 80.0 80.0 80.0 80.0 30• 29' WA 80.0 80.0 BOA 30' 114• 29' 113• 80.0 804 80.0 BOA L 36' 35• WA 80.0 BOA 50.0 36• 35• 73.0 7" 80.0 80.0 � 42, 30+ 41• 3v a" 8D.0 80.0 80.0 41' 40' 61.4 61.4 60.0 80.0 p 48• 47' 80.0 80.0 80.0 80.0 24• 2r BOA Bao 80.0 80.0 • f�f v 54' Sr BOA WA 80.0 80.0 307 120• 28" 119• Bao 80.0 GOA 60.0 � W' W WA 80.0 80.0 80.0 3S• 35' 72.4 72.4 80.0 WA C 61' 80• WA 60.0 80.0 80.0 39' 30• 85.9 65.9 80.0 80.0 S 6 q Q g 24• 23• 804 80.0 80.0 80.0 24 23• 80.0 80A 80.0 60.0 .NOTE: V 11..G tA¢a 30' 29• CAN BE ORIENTED 804 W.0 W4 80.0 30• 29' 80.0 BOA 80.0 804 WIDTH AND LENGTH DIMENSIONS °�44 38' 38• BOA 80.0 80.0 80.0 307121• u, 120' 723 72.3 80.0 W,0 VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE 3 42• 46' 41• 47• 70.2 R70.2 50.0 80.0 39' 38' 65.8 65.8 80.0 80.048' 4Y 613 Bao 80.054' 5r 613 Bao 80.0 BUCK DIMS W' • • 59• 61.3 80.0 BOA 81• • • • W' 813 Bao Bao DESIGN]AAD CAPACYYY-PSP24' 2r • • •80.0 80.0 80.0 FLANGE DUM BUCK DIMS. GLASS TYPES'Ck'Cl'GLASS TYPES W"J' F L A_NGE• 29' • •80.0 80.0 W.0 WIDTH(WW)Mom(L) WIDTH M GTH(L) EXT.(+) 1Nr.(-) EXT.(+) INL(-) •-- .- - 4-1 �i •••• • •:•• • 38' • • 3T • 80.0 BOA W.0 80.0 19-1/8 18-1/8' WA 80-0 804 BOA FIANCE DRAS � • 42' 41• •••70.2 70.2 1 80.0 80.0 26-1/2• 25-1/2' 60.0 80.0 80.0 80.0 N • 48' 47• 813 613 80.0 80.0 1 37• 26• 38• 25. 80.0 WA W.0 a" BUCK DIMS •••• • S4• • 5r •• 0054.3 543 72.5 72.5 46' 47' $0.0 BOA Bao 80.0 Q g� �1 ••• • 060000 �. O••t• 482 4a8 85.1 65.1 53--1/6• s2-1/6' 802 80.0 80.0 Su �S C3 482 4" 65.1 65.1 61' 1 or WA 804 60.0 BOA ••• I V 24' •••••• 2r • 60.0 80.0 &1.0 W.0 19-1/8- 18-1/6' Bao 80A BOA 80.0 • • 30• • • 29• 0000 BOA BOA Bao WA 25-1/2, 25-1/2' 80.0 150.0 W.0 W.0 EGUAL LEG FRAME N�.^-• �NM •••• e 3s• ss• W.D Bao Bao 80.0 3Y 36• W4 80.0 Bao 80.0 � g • • • ••••• 38•-3/8' 37-3/8' 42' n+ 41' 702 70.2 80.0 WA 48• 47' 77.1 77.1 80.0 $0.0 BUCK DIMS 12 •:•• • 46• �•• 47' •• •••613 613 Sao 80.0 83-1/8• 52-1/8' 77.1 77.1 SAM 80.0 O • 54' • ••• 53• • •• 543 54.3 72.5 72.5 61' W 77.1 77.1 BOA 80.0 f3 g •••• • W' •••• D9' •• 48.8 48.8 65.1 eat 18-1/8' 18-1/8• W.0 WA BOA 80.0 U r?g 81' • W' 48.0 48.0 64.0 04M 26-1/2- 25-1/2' 80.0 80.0 a" 50.0 O 24' •••• 23+ 804 $0.0 Bao W.0 37- 36• 60.0 80.0 WA BOA �J FIN FRAME 5o-5/e• 30• 29' WA 50.0 W.0 80.0 46' 4Y 613 61.3 80.0 W.0 49-5/8' BUCK IM 36' 35' 78.2 78.2 Bao 80.0 53-1/8• 52-1/8• 58.0 58.0 77.4 77.4 �st Fj 42, B4• 41• W+ 70.0 70.0 W.0 W.0 St' W 58.0 580 77.4 77.4 G g 48' 4Y 61.3 61.3 BOA 80.0 75-1/4' 74-1/4' 5" 584 77,4 77.4 co Pi 54• 5r 543 543 72.5 726 93-3/4• 92-3/4' 58A 58A 76.5 76.5 FLANGE ADAPTOR FRAME 58• 56• 524 52.4 69A 69.8 (/ 19-1/6• 1S-1/8• WA WA BOA WA 24• 2r W.0 80.0 W.0 B0.0 26-1/2' 25-1/2, W.0 80.0 WA WA FLANGE oilS 30' 29' WA Bao 80.0 80.0 3Y 38• 80.0 W4 WA 80.0 38• 97+ 35' 96' 75.0 75.6 80.0 W.0 46' W' 4Y eY 813 613 W.0 80.0 bi - 42' 41' 65.2 65.2 80.0 W.0 53-1/8• 52-1/6' 553 553 73.7 73.7 NO'S; oo y 41' 4Y 60.6 W.6 W.0 SDA 61' 60• 46A 48.0 64.0 64.0 GLASS CAPACITIES ON THIS SHEET ARE g g g as• 48• 59.6 59.6 mo W.0 75-1/4• 74-1/4• 46.5 46.5 61.9 61.9 BASED ON ASTM E1300-09 (3 SEC. GUSTS) o W 24• 2r W4 SCA W.o 80.0 19-1/6• 16-1/6 80.0 BOA som WA AND FLORIDA BUILDING COMMISSION 30' 29' WA 1504 BOA 60.0 26-1/2, 2$-1/2' 80.0 W4 80.0 80.0 DECLARATORY STATEMENT DCA05-DEC-219 0 36' 102, 35• 101' 74.6 74.6 Sao W 0' 75•.0 3Y �„ 3 75.9 7" 80.0 60.0 Mgrs AAVDANMAO PROt7UG1'R6VI3® 42' 41• 05.7 65.7 WA 150.0 46• 47' 61.3 613 WA WA ' FLA.PE 7M2 0 comP1YhIs whh Aho Fkdh S 48' 45' 1 093 W.0 68.3 80.0 53-1/8• 52-1/8' 55.3 553 73.7 73.7 24• 23' 80.0 BOAWW A .0 61• So' 48.0 48A 64.0 84.0 'talon Date 30' 29' WA BOA 80.0 W.0 DY 36• 108• 35• 107' 73s 73A 80.0 W.0 ANCHOR SPACING TO BE AS PER SHEETS 1 do 1.1 015 Mlaru Product Uot drawing no. az• 41* sz.a 62.4 150.0 W.o W10-d2 44' 4S' 59.1 59.1 80.0 80.0 Q of 6 ahaet 3/16'ANN.GLASS 3/18'HEAT STREWO GLASS �u 075'Nterbyer 07S'Interlayer SaRex CP WRh PET Core Sollex CP With PET Core r5 By'Eastman Chendcal Co.' By'Eastman Chemical Co.' OR OR 090'Interlayer 040'Interlayer Glzd Safiex Clear And Color ave Saflez Clear And Cda Class Ely'Eastman Chamkol Co.' By R'Eastman Chemical Co.' 1 OR OBO'Interloyer 090'InterWpr DuPont SentryGlw DuPont SentrAlas aA'E.L DuPont Us Nemours&Co.. Inc. By'&I.Dupont De Nemoure&Co..Ina.' OR V o r14 4 09D'Interlayer 090'Interloyer 9 Butocfte PVB DuPont Bu %.P. Qi By DuPont'E.I.DuPont De Nemours&Co„Mc.' By'EI.DuPont De Nemoure&Co..hro.' d<O 3/16'HEAT STREWD CLASS 3/16'HEAT SIREWD GLASS m m _°�-�� SILICONE a .j,I SILICONE r a GE 1200 t i' GE 1200 F \ F3 0.COFKNG 699 \ E3I DOW CORNING 899 O n DOW CORNING 995 MIDOW CORNING 985 • •• �I jl �I j! • • • '1'1 I�I � ••••0• • • • lit • • AT 1/4 POINTS ON LITES M5 AT 1/4 POINTS ON LITES y • • 0000 WIDER Tf1NN 36• WIDER THAN 36' • •••• • • ••DAIS TYPE 'C' GLASS TYPE 'D' O w v •ft••• • ••• • • • •6/44rgVWRALL LAY.CLASS S.M.I.) 7/16-OVERALL LAM.GLASS s e. • ••• • 4(3(1 N • • 0000017 • J/16'"..GLASS 3/16't#AT STREWD GLASS in M •••• • 075'Mtortayer 07S'Interr, r;i U • • • •••••• Soflex CP WLM PET Core SaDex CP With PET C. o •••• • •• •• 000 •• UR'Eastman Chemical Co.' 'Eastman Chemical Co.' • • • p= • • ••• • •• 090'Interkyer 090'Interbyer Ci f • • SaRex Clear And Color Gloss Sollex Clear And Color Glass LQ (5 p •••• • ••ei • • By'Eastman Chemical Co.' By'Eastman Chemical Co.' U"� • 3/8*,FR SPACE OR 3/6'AIR SPACE OR 0 •••• 090'Interlaylayer Interlayer .090"InterSILICONE DuPont Sen SI 1200 3/16'HEAT STREWD GLASS BY'EJ.DuPont De Nemours&Co.,Inc: BY El DuPontDeNemours&Co.,Inc.' �� O GE CORNING 899 OR OR z DOW CORNING 995 090'Interlayer 3/18'HEAT STREWD GLASS 090'Interi%w 3i y DuPont Butccae PVB DuPont Butacite PV13 a, i ji ij n a Es BY 1.1.DuPont De Nemoure&Co., Inc.' By'EI.DuPont De Nemoure&Co.,Inc.' r.\i 'i ii ii `oW Ra 3/18'HEAT STREN'D GLASS 3/18'HEAT STREWD GLASS Y4 1 I €F SILICONE SILICONE m GE 1200 m GE 1200 g I i! DOW CORNING 899 DOW CORNING 898 SILICONE ''+„ DOW CORNING 995 i i:1 DOW CORNING 995 GE 1201 w v Mt ii .i!i Mt ii ij!i DOW CCRNING 899 0 e e q li ii ii n ii it ii n H XL DOW CORNING 995 EDGE SPACER XL EDGE SPACER w s d S 8 i. i! i!i! ST.STEEL BY,��. ST.STEEL BY'CAftDINAI. OPnONAL GLAZING DSlA1L E4 � OR E4 !� i�!� OR `! DURASEAL BY'QUANOC '! DURASEAL BY'QUANEW GLASS TYPES 'CI' & 'Dl' o OR OR p SUPER SPACER BY'QUANEW p SUPER SPACER BY'QUANX En9rr 4WD A1I AD s q& PRODUCTREViSED 1 04 FLA.PC f 70W2 as comidl'lo9with the holds a 1. MS AT 1/4 NTS ALL SIZES 115 AT 1/4 All.SIZES CAN.A38 Building Code y � 5 GLASS TYPE 'C1' GLASS TYPE 'Dl' '�jpAD81e`� O I"OVERALL WSUL LAY.GLASS 1'OVERALL INSUL LAM.CLASS ( (L M.I. ONLY) MAY 20 P "` Mdmwing no. 09 IN ORDER TO QUALIFY FOR SMALL.MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE'Cl'&'DtMUST BE TEMPERED. shaft 3 of g TYPICAL EDGE DISTANCE CONCRETE AT HEAD,SILL OR JAMBS Pc- 3000 PSI MIC, TYPICAL INSTALLATION DETAILS INTO CONCRETE AND MASONRY= 2-1/2" MIN. C-90 FOLLOW/FILLED BLOCK AT JAMBS f'm s 2000 PSI MIN. THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW INTO WOOD STRUCTURE = 1" MIN. �Y a INTO METAL STRUCTURE = 3/4" MIN. 33 INSTALIATKXC DETAILS THRU 1X INSTALLATION T DETAIS THRU 2X I7ST/LLLATK)N DETAILS INSTALLATION DETAILS INTO METAL q WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROVED MULLIONS g FLANGE FLANGE SEE WPM VANCHORS FLANGE i1V MAX FLANGE FOR SPACING SH9AS ZBY WOOD BUCK METSOR I!I!i WOOD TYPICAL ANCHORS •. -° STRUCTIRE Q a SEE M", y Q M2 �} FOR SkZC M2 TYPICAL ANCHORS Ali Y� FOR SPACING 1\tSJI a \ 'v m g W e4 F F • •• Et • • S2 MDL. o •••••• • wo• jlji EL •" ••• '•P" I SEE EV. ¢ •:•••• WOOD&Jley q( • • • SPACING :j i L Eiw Irr� g 000060 00 *0 • V rW+1 n • • SHIMS •••D'EQUAL•IFG•• •••••• EQUAL LEG EQUAL LEG a a. Ez EQUAL LEG y n :6000: • • •••• 2W WOOD BUCK .; M2 MED1L 3 tV M q •••• • OR STRUCTURE Q M N A l WOOD STRUCTURE C 1 3 � • • g 1 • ...••. 0 NPICAt.ANCHORS C Z T� •••• • I`I •••••«2 SEE ELEV. s • !j!� FOR SPACING p • F. 00 be ko lIS S2 SEE EL ANCHORS Y s2 SEE ELEV. s cy ii ji FOR SPACING ''Q �• e pip . ° ° '.•°' i j M2 E3 O Sa EL 06. Ey Ij Ij TYPIf%J.ANCHORS FOR SPACNO II II SEE a". NOD BUCK FOR SPACING wo. WOOD BUCKS AND METAL STRUCTURE NOT BY CG! WDW.EE ELEYMUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM TYPICAL ANCHORS: S .FOR SPACING #14 SMS OR SELF DRILLING SCREWS (GRADE z CRS) AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1/4" DIA. TAPC N BY 'TTW Fw120 KSI,Fy=92 KSJ) INTO METAL STRUCTURES o ( :- 1/4" DIA, ULTRACON BY'ELCO' (Fu-177 K9,FY-155 KSO STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) Ettr.JAYAO AAMPxoOUCTRaVlseo INTO 28Y WOOD BUCKS OR WOOD STRUCTURES ALUMINUM : 1/8"THK. MIN. (6063—TS MIN.) pCML»s>t2 oa comPlyWgwith Om Florida 1-1/2" MIN. PENETRATION INTO WOOD (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) u A2O THRU 1 BY BUCKS INTO CONC. OR MASONRY #14 SMS OR SELF DRILLING SCREWS (GRADE 2 QRS)1-1/4" MIN. EMBED INTO CONC. OR MASONRY INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. = .090' MDIRECTLY INTO CONC. OR MASONRY (NO SHIM SPACE) MAY W10-02 1-1/4" MIN. EMBED INTO CONC. OR MASONRY sheet 4 of 6 TYPICAL INSTALLATION DETAILS ��u THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW o • � ql 33 INSTALLATION DETAILS THRU 1X INSTALLATION DETAILS THRU 2X INSTALLATION DETAILS INSTALLATION DETAILS INTO METAL WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROVED MULLIONS ° FLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOR 19° U tYP XANCHORS 1/4'MAX /--SEE MY WOW BUCK FOR SPACING SHIMSQ !I I! METAL OR TPWAL ANCHORS 'o STRUCTURE E3 !j!j WOW SEE ELEV. R LL B3 A3 1} FGR sPaCDtGA7. V .' M2 TIPICAL ANCIK)Rs GI yp�j s II�. S2 7 < ..o FOR SING .Ij p tq W s E8 C3 a .: - o • • • • • r ••• 00 •�•• N r. Rl 000000 ^••}er• •• 91PICAL•APTCHORS !j!j M2 60%04 0 •• • t' ELEV. I' • • aft • WOOD BUAK *0000 SPACING .1 E8 E2 ES q O tj 8000•a• • •• • Ld p0000• , • ~ W f/a' BUCK HEIGHT 1/4MAX. :-00 2 3/8'tlOZ_V wCN Oo a ••• • • 000 R �g X ••0 • • WOOD STRUCTURE 1/Y MN. 1/2•MIN.U • r ca •••• 0�- z4 ••0• • •• 23/8' { ••• 2 C •w• • 0• • 0 FIN FRAMBACKBO • • MCAULKING oM ft 0000 • .� • • • • TYPICAL ANCHORS: SEE Em.FOR sPAcING 1 0 0000 • J8 SMS (GRADE 2 CRS) ! `• INTO 2BY WOOD BUCKS OR WOOD STRUCTURESWHEN USED THE MIN. WOOD 1-1/4" MIN. PENETRATION INTO WOOD 1 BUCK DEPTH SHALL BE 2%'. c" n THE USE OF DEEPER OR BEVELED WOODBUCKS 1S PERMITTED. NOTHOUSBY CGI WWPE8 EXTERIOR a 4431 BUCK WIMH BUCK WIDTH f__- MM-DARE COUNTY I I MIAWI-DADE COUNTY APPROVED 11 y� a S 1� �l APPROVED MULLION11 MULLION &MULLION ANCHORS 11 > I I &MULLION ANCHORS I I SEE SEPARATE NOA I I 12 u a m e 11 11 SEE SEPARATE NOA 11 II O —rkg—nAWAHLw 1 1 CML PRODUCT REVISED I n IY PC Y 78892 c with Ake FjmI&Ae @No -06QTYPICAL ANCHORS SEE ELEV. B7 FOR SPACING . 'o pladucl I Sta x r sMs. 015 W1 D-02 sheet of g 2.50.5 LTSM PART if QUANTITY DESCRIPTION MATERIAL MANF./8UPPLWR/930IARX9 U •� E1 CGI-118 4/WOW. FIANOE FRAME 8083—T6 — • E2 OXR-119 4/WOW. FLUSH FRAME/FIN FRAME 6063-78 p S12 E3 COI-121 4/WOW. GLAZING BEAD(IAM.GLASS) 6063-78 — j t.995E4 CCI-123 4/MOW. GLAZING BEAD(IAM.INSUL.MASS) 6063—T8 — .995 085 E5 CM-110 4/BOW. NAIL FIN ADAPTOR 6083—TS — y TIP. ES CM-109 4/BBV. FRONT FLAMM ADAPTOR 6083—TS — v Mt CM-3840 AS READ. GLAZING BULB VINYL PMC DUROMELER 75—BO SHORE A I%0 1338 M2 CM-124 AS REQD. SCREW COVER—OPTIONAL PVC — 4 SH Ef M3 CGI-112 AS REQO. FLUFRAME COWER PVC - V FLANGE FRAME M4 OPRONAO. GLAZING ANGLE(1 X 1/2 X 1/87 6053-T5 g I.Q g M5 - 2/LTE SETTING BACKS EMM DUROMETER BStS SHORE A 441 0D fFx41 2.505 x-.068 S2 010 X 1-1/4- 2/CORNER ASSEMBLY SCREW PHL PH SMS ST/ST III's — .et2 1.495 995 Obs fYP. o 3tIS H 0 4, ••4Dh 4444 N 1• a •♦•• FLUSH PRAM FIN FRILM 333¢¢¢ � 460.00 •0••000 • ••♦• • .875 M • • • MI•• € 0 _— T*0000 5qZ O 000•• .995.0 0•o•I C3 000 0 00%94 N ♦4 • 0000 WELDED JOINT • •♦• • •••• AT ENDS N --}•a} NN^ • •M00M • 00040 4P •• GUAM BFB (LAM • g 3 M^a • • • 0•♦0•• Z ti 0000 • •• .120 •oft 0•• Z 0#0• • M • 00000• O o=g� • • • • • •• •j•• • •• O 6s 6•40b 1.000 x.125 V� 00*0 •• •1.184--1 � SOLVING BEAD (LAM. INSUL. GLASS) GLAZING ANGLE(LAM. INSUL. GLASS) CIRCULAR WINDOWS `o R 1.130 .olls 1450 RECT. OR SQUARE WINDOWS 180 $$�� 1.530 1.686 +T so H#i0 TYP. CORNER DETAILS BE 1.395 O NAIL FIN ADAPTER EB FLANGE ADAPTOR o L Engr.JAV� MAO AHPRODUCT REVISED �1.385---I 1.119 FLA PE/092 as complying with We PLoride S II3538 !�Iqd mKe No �Q.180 fition l>mo2afY 050 oss .050 1.081 2015 MH mdoeLCan W1Q—Q2 O FLUSH FRAME COVER Q SCREW COVER sheet B of g 7 t MIAMI•DADE MIAMI—DADE COUNTY,FLORIDA 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.¢ov/economy, CGI Windows&Doors 10100 NW 25 Street Miami,Fl.33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.*The documentation submitted has been reviewed and accepted by Miami Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material. fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"Sentinel 120"Aluminum horizontal Sliding Window-L.M.I. APPROVAL DOCUMENT: Drawing No. W10-18, titled "Series Sentinel 120 Alum. Horiz. Sliding Wdw. (L.M.I./ S.M.I.)", sheets 1, 1.1, 2,2.1, 3, 3.1, 4 through 11 of 11, dated 03/29/10 with revision "G" dated 05/02/16,prepared by AI-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 LIMITATIONS: 1.Glass lites wider than 36--inch shall have two setting blocks and anti-Lift devises per FBC requirements. 2.The Day Lite Opening's(D.L.O.)of maximum 495/8-inch(Width)by maximum 553/4-inch(Height). LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. 0 •�400 INSPECTION: A copy of this entry is •bg:Jrovided to the user by the manufacturer or its distributors and shall be availabl`" 9-- =10b sko at the request of the Building Official. This NOA revises NOA No. 15=051 .O5 and'consiA o�tVis page I and evidence pages D-1,E-2 and E-3, as well as approval document'nientioned above. The submitted documentation Was itsiewe$;by+`1&rge M:ICpcia,P.E. fl�IAMCOUNTY •• • •{ •{. `•)` •`•: NOA No.15-0929.13 5-- 1 �i Expiration Date: September 22,2020 {1 Approval Date: May 19,2016 10 �.... ;;.;.•31.;. ;. Pager :: ::. :::iy: : : : :. : : . • •1 *• •.;60 •. • . • .{ 1 • `iii :� �: �.`•S�•• 0` • • 1 I CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A.. DRAWINGS 1. Manufacturer's'die drawings and sections. (Submitted under NOA Is No.'s 10-0510.12 and 15-0512.05) 2. Drawing No. W10-18, titled "Series Sentinel 120 Alum Horiz. Sliding Wdw. (L.M.I./ S.M.I.)", sheets 1, 1.1,2,2.1, 3, 3.1,4 through 11 of 11,dated 03/29/10 with revision "G" dated 05/02/16,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC,TAS 201-94 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 6) Forced Entry Test,FBC 24113.2.1,TAS 20294 along with marked up drawings and installation diagram of a series Sentinel 120 aluminum horizontal sliding window, prepared by Certified Test Laboratories, Test Report No. CTLA 3062W, dated 07/07/15, signed and sealed by Ramesh C. Patel, 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,per FBC,TAS 203--94 along with marked-up drawings and installation diagram of a series fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer& insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA 3056 WA, dated.03/03/15,signed and sealed by Ramesh C. Patel,P.E. (Submitted under previous NOA No. 15-0512.05) 3. 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,per FBC,TAS 203-94 along with marked up drawings and installation diagram of a series project out window,to qualify DuPont"Butacite" PVB interlayer,Duraseal®and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA 3056 WB,dated 03/03/15, signed and sealed by Ramesh C.Patel,P.E. (Submitted under previous NOA No. 15-0512.05) •t.'•!!: •t: •.'•:•:•�• Jorge M.Plasencia,P.E. Product Control Unit Supervisor ••s •{!. •{�.•{t. ;• NOA No. 15-0929.13 •�;: ;: ;� .�• :; Expiration Date: September 22,2020 •_;' *0• pit.•=.� Approval Date: May19,2016 ' E-1 •{::;. ;.;•;.•fit.;. ;. CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTRUED) 4. 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,per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series aluminum fixed window,to qualify DuPont"Butacite"PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA 3056 WC,dated 04/16/15, signed and sealed by Ramesh C.Patel,P.E. (Submitted under previous NOA No. 15-0512.05) 5. Test reports on: 1)Air Infiltration Test,per FBC, TAS 201-94 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Small Missile Impact.Test,per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading,per FBC,TAS 203-94 6) Forced Entry Test,FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a series "Sentinel" aluminum horizontal sliding window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0102-10, dated 06/04/10, signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA No. 10-0510.12) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5t' Edition (2014), prepared by Al Farooq Corporation, dated 09/17/15 revised on 05/11/16 ,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 CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their "SentryGlas®(Clear and White)Glass Interlayers"dated 06/25/15,expiring on 07/04/18. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company(MA) for their"Saflex&P•;WVx and�;gpe:QiP Composite Glass Interlayers with PET Core"dated 001.17/14;•eiip iQ�1b-14;1�/S�/18. : . : • !{. ter• •�•: ••: :• :• . 1. Jorge M. lasencia,P.E. Product Control Unit Supervisor ���••��• •��••js• �:���� NOA No. 15-0929.13 •�: �� .• �• �• ••••.'�:�: Expiration Date: September 22,2020 .�•• •;• •_• •_• •!�. �.' Approval Date: May 19,2016 E-2 r CGI Windows&Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS(CONTINUED) 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their"Sallex Clear and Color Glass Intbrlayers" dated 0619/14,expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, of complying with FBC 5th Edition(2014)and of no financial interest,dated 08/17/15, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letters for Test Report No. CTLA-3062W, dated 07/07/15, issued by Certified Test Laboratories, signed and sealed by Ramesh C.Patel,P.E. 3. Testing Proposal issued by the Product Control Section, dated 04/08/15, signed by Jaime Gascon,P. E.,Section Supervisor. 4. Laboratory compliance letters for Test Reports No.'s CTLA-3056 WA, dated 03/03/15, CTLA 3056 WB, dated 03/03/15 and CTLA-3056 WC,dated 04/16/15,all issued by Certified Test Laboratories, all signed and sealed by Ramesh C.Patel,P. E. (Submitted under previous NOA No. .15-OSIZ05) 5. Testing Proposal issued by the Product Control Section, dated 12/16/14, signed by Jaime Gascon,P. E.,Section Supervisor. (Submitted under previous NOA No. 15-0512.05) 6. Laboratory compliance letters for Test Report No. HTL-0080-0102-10, issued by Hurricane Test Laboratory, LLC, dated 06/04/10, signed and sealed by Vinu J. Abraham,P.E. (Submitted w:der NOA No. 10-0510.12) G. OTHERS 1. Notice of Acceptance No. 15-0512.05, issued to CGI Windows & Doors for their Series "Sentinel 120" Aluminum Horizontal Sliding Window — L.M.I., approved on 08/20/15 and expiring on 09/22/20. N I .. ... •• •• Jorge M.Piasencia,P.E. . ... ... ... . . . Product Control Unit Supervisor •�• •� T NOA No. 15-0929.13 + . % . •.; % : Expiration Date: September 22,2020 •• ;• •;. • %.'. ;.: Approval Date: May 19,2016 Zoo .• :• .�:• ;•• :• .: 13 .TYPICAL ELEVATION GE 1101 �V 9 • FLANGE WIDTH BUCK WIDTH 'Qx 5 1/2` itd MAX Ili 3 g• 5T1P. m{Q1 MAX HEAD/SILL 51 Z b MAX. p C MTG.STi7.E g T� At MTG.SIRE \ o °j 3 To r m o II r II 11 11 11 a E 11 F jj F E1 II F II F ff]JJ( 6 LI 6 8 / 7 II g 11 6 C ➢f. / g o �_ M o r( •� C/I,� N=Yy �p tam N II V N�y m pit w • • 11 • • • B D 11 ^� B7 11 ```� • ••• • g II T •:••• • • e \ ♦ g •:••j FALSE M • • ADDL ANCHOR REM. FALSE MUNDNS ADDL ANCHOR PEW. 1 •♦•`•• {8AIRFAC�a� 7/8" 32 7/8` AT CENTER OF ALL PANELS (SURFACE APPLIED) 32 7/8" 32 7/8" AT CENTER OF ALL PANELS i • LE •••••• •••• • •• D.•L OPG. DS.OPG. ABOVE 30 FWEO OR OFEROBLEPANEL WIDTHS OPTIONAL' D.L OPG. D.L�G. ABOVE 30'PANEFIXED OR L WIDTHS G W v • •••�e �6 3/8* .AT HEAD/SRL 3B 3/8' AT Hw/SRL pp�cc ••••f ti•• • ••'04m WIDTH c • i•t•Sb� i••••i •••• FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME �• �••t<s� •+•• •••••• 1ta• m2 • •••••• �•••• ••••• SUCK WIDTH •� • • • ••••# 1/2' 135/16' �•-� • •••♦i•• MAX. • ••• m ••B S•MXM. 0-m ALMNUM HOUZNTAL SLDING WIND i /sILL • SERIES SENTNEL 120 • tit =•i• Mc STE - PRODUCT REVISED r•• •••• • m DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER a eta Syiong with the Florida ••♦•• CHARTS SHOWN ON SHEETS 2_&_3. NO/L-No.0 de 1$4)829.13 e i APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS Expiration Date 09M=020 c 88 ii F i F OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI-RADE COUNTY e Mlam .. a P g II 6 n e APPROVED WINDOWS USING MIAMI-RADE COUNTY APPROVED MULLIONS raha Con y a s$ N ---- /i IN BETWEEN. $ LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL !r WILT.APPLY TO ENTIRE SYSTEM. LAMINATED GLASS cr N c I� - Q u o H -= D THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE INSULATING LAM. GLASS a a �r n UARGE MISSILE g IMPACT e o --_JL___-- __. __= REWWLTITS EMOF THE 2014(STH EDITION)FLORIDA BUILDING CODE g g • ----a----- - II - INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). SMALL MISSILE IMPACT ;; tl WOOD BUCKS BY OTHERS,MUST 13E ANCHORED PROPERLY TO TRANSFER 111 1 L 1 c o 2 II LOADS TO THE STRUCTURE :- 8 II ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS.ANCHORS ��� � ••••• 7 EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 't) BF'••• A a ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE r _ NOT PART OF THIS APPROVAL �*:• •: ,," .t 1: FALSE MUNTINS (SIRFACE ARPUE-) 32 7/8' 32 7/8' A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. OPTIONAL DL OPG. D.L GPC• ALL SHIMS TO BE HIGH IMPACT,NON-METALLIC AND NON--COMPRESSIBLE OF 36 3/6' MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS.THAT 14AY WIDTHcow1 1 20�� AtoR1oT:.�•\� �� 8 VENT WINTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE . . '••••.. FIN FRAME REOUiR 34ENTS OF THE 2014 FLORIDA BUILDING CODE&ADOPTED STANDARDS r oflfiAL .N%: 3 lilltl� sheat T �71 TYPICAL ELEVATIONFLANGE'WIDTH FLANGE WIDTH 0 B• s 1/2• b Max. WAX. � 3 HEAD/SILL b 11P m HEAD ILLma. `m z Z 'O yG�i z 5 S MTD.STYE• � s' MTG.STILE R n. II II 11 II li 11 it 0 11 II E ii F jl II F E1 n F jj Ij F 8 b II b 11 u b LI D 6 N D 8 V �e� It n g*� - R n u D u a • • ii ii I$ i o • • • B s ii i S ii i Av,1 + • _ . •:•• FALSE • • - ADDL ANCHOR RE00. FALSE MUNIINS 'n / •::�•: (q,IXpO 1 48 5/B• AT CNTFR OF ALL PANELS (SURFACE APPLIED 24 T/2• 48 b/b' AT OENTER OF ALL PANELS O • D.L. OPG. D.L.OPG. FIXED OR OPERABLE O.L OPG. D.L.OPO. FIXED OR OPEW18l,E 0 • ••• ••••• • •• s ABOVE 30•PANEL WIDTHS ABOVE 30•PANEL WIDTHS q S AT HFAD/SILl. 2B• AT II"/SRL a •••% �} • ••LIE"YSDTH VENT WIDTH • •MS'• i••••i •••• FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME ' • • •••• BUCK WIDTH • •• • ;••j 1/2• 13 5/tb` • ♦• •••MAX. •• b•MAX Max. •• ,• :yEAO/BILL • • TyP. HEAD/Sp.L • f •• I •t • �I _MTC.STILE ii ll 11 E2 It F II 11 F o g u er�z Q c=== It Il Lj II It m O g _=lf•_== 11 ,t c PRODUCT RLIVISED ae•omplYinH with the FlorMa FALSE MUNDNS HiWldhlg bodde (SURFACE) 24 1/2• 48 5/e• NOA-No. 18--0928.13 S D.L OPO. 'O.L OPO. Bzplra8on 09/22/2f12f1 ® OP .^ Crowing no. vENr VIDTH IIllyLam u FR14AY 1 1201 .����• �`� W 10-18 FIN AME I�MAd t Tt sheet 1.1 of 11 DESIGN LOAD OAPACrrY- PSF DESIGN LOAD CAPACITY-PSF (XO OR OX SIZES) (XO OR OX SIZE) ro c STD.M%.BAIL E.D.MTG.BAIL STD.MTG.RAH. E.D.MPO.PAM H.D.M.RAIL � 3 MM T7PB9 CUM TIPFS ill=TYPO! GIM Tim Gm TIM O FLANGE DIMS. RUCK DIMS. WAV,'R'&$1' '8'A'Be FLANGE DIMS. BUCK DIMS. 'A&At','8'&'B1' '8'&'81• 'C'&'DI' WIDTH t1EIGHr WIDTH HEIGHT Ea.(+) INT.(-) EKr.(+) Wrl-) WIDTH HEIGHT WIDTH HEIGHT EXr.(+) INTI-) W.(+) INT.() EXQ+) INT.(-) � 28-1/2• 25-1/2 6" 88.0 80.0 90.0 %-3/4• 54-3/4' BSA 85A 80.0 90.0 85.0 MA9.p\V{1 37• 26• 38' 25 65.0 65.0 80.0 90.0 8-15/18 26• 7-15/18 25' 85.0 85.0 80.0 90A 65.0 65.0 53-1/B• 52-1/8" 66.0 65.0 80.0 SIM e3-1/z• s2-1/z• 65.0 55.0 80.0 90.0 85.0• 65.0 74' 73' 55.0 85.0 60.0 90.0 55-3/a' 54-3/4• 65A 65.0 80.0 90.0 WD 6&0 26-1/2• 25-1/2' 55.0 S5.0 80.0 90.0 -15/16 38-3/8' 7-15/16 37-3/6• 65A 85.0 80.0 90.0 65.0 65.0 37 �_3�. m. 37_3/8' 65.0 65.0 80.0 90.0 83-1/2• 82-1/2' 65A 65.0 50.0 90A 65.0 55.0 6'0: 53-1/8• 52-1/8' 65.0 65.0 80.0 90.0 55-3/4• 54-3/4• 66A 65.0 80.0 90-o 65.0 6&0 lips 74• 73 65.0 65.0 60.0 90.0 -15/16 50-5/8' -15/18 49-5/8' - - - - 65.0 66.028-•1/2' 25-1/2' ss.o 65A BO.o 90.0 83-1/z• 82-1/2' - - - - 65.0 65.0 37• 5/s. 36• 49_5 . 65.0 65.0 60.0 90.0 55-3/a• 54-3/4• ssoss.oso.o90.0 55.0 MO 53-1/8' 52-1/8' 65.0 85.0 80.0 90.0 8-15/16 63' 7-15/16 6Y'• - - - - 65.0 0510 a�' 74' i •• 73' 66.0 mo 80.0 90.0 63-1/2' 82-1/2• - - - - 65.0 65.0 2s-1/2 • 25-1/2• 65.0 65.0 80.0 90.0 • •1t,• 37• it; 36• i 65.0 65.0 80.0 90.0 a • 53-y8' •• • 52-1/8' • 68.0 65.0 BOA 90A a� ••i• d C ••f i f 74'G 73' 60.2 60.2 80.0 90.0 • •• • • • • (1/3W} (2/3117 ,n P •:i•• •••i••• '� 0w i••� • • (V�! tlszl) z � • w�•• •••• • • G OPERATUVG VENTS TO BE 1/3 OF THE WINOOW WIDTH • j n i• 0���� ••=i•� •• • 'XO OR OX' cz • • .��• •f ••�••• itNC vENrs lTi�iYa QF THE WINDOW WIDTH • '• I• iii �C0 OR•OX' U O 'i••• 'iffi•• •i )4'TTP. BUCH Dw Ye'TYP. BUCK DIMS BUCK DNS FLANGE FRAME £OLe1 LEG FR4ME FLANGE ADAPTOR FRAME FLANGE Daws I FLANGE DDis $1 211151 FLANGE & FLANGE ADAPTOR FRAME1111 x� EQUAL LEG FRAME s 5 `WW 11 111 7' c , PRODUCT R9VISED mp19 a" fhe FloridaBulldin9CeNOTE: NOn-talo. 16-0929.13GLASS CAPACITIES ON THIS'SHEET ARE E4 ;pra BASED ON ASTM E7- -09 (3 SEC. GUSTS) 6xpi-tion o to 09)22MO20 AND FLORIDA BUILDING COMMISSION 6y � �+�*• Q9�. WHO-18 $�. MTG. RAILD. MTG. RAIL: DECLARATORY STATEMENT DCACS-DEC-219 rata Product ontro RaI►Y 1 ZO16 q 1 1L�i�ll�7 ` heet 2 Of 11 • DESIGN LOAD CAPACITY -PSF DESIGN LOAD CAPACITY- PSF ��V (XOX MM) (XOX SIZES) SPD.HTE.RAO. H.D.HTO.PAID M.HIM PAIL H.D.HTE.BAD. N.D.HTO.BAIL 3: M=TYPES am TYPES Gm TYPES GLL&I 1'YPBS Gun TYPES Z g FLANGE DW. . HOCK DDSS. 'A'k'AI',VA%I' B'8 BP FLANGE DIMS. Bum DIMS. 'A'YAl',B'k'81' '8'k BI' C&." 02 q MOTH HEMIT WI- Hu- EXf.(+> 8R.(-) Pxf.(+)1 INT-(-1 WIDTH HMW WIDM HEIOHT EKT.(+) INT.(-) EM.(+) G+T.(-) Exr.(+) INT.(-) � d 74' 73" 65.0 65.0 80.0 1 fiOA 74 73* 65.0 BSA BOA, 90.0 85.0 65.0 0 106-1/4' 26' 105-1/4" 25" B5.0 mo 80.0 90A 106-1/4' 26- 105-1/4' 25' 65.0 65A 80.0 00.0 65.0 68.0 (FWWVt 111" 110` 65.0 MA 80.0 90.0 111' 1t0' 65.0 65.0 80.0 904 65.0 65A C 74' 73 65.0 65.0 80.0 90.0 74' 73' 65.0 65.0 80.0 90.0 65.0 65.0 106-1/4' 38-3/8" 105-1/4' 37-3/8' 65.0 65.0 80.0 90.0 106-1/4" 38-3/8" 105-1/4' 37-3/8' 65.0 65.0 80.0 90.0 65.0 65.0 111• 110' 65.0 65.0 00.0 90.0 111' 110' 05.0 65.0 80.0 90.0 654 65.0 cy 74' 73' 65.0 65.0 60.0 90.0 74' 73' 65.0 85.0 90.0 90.0 65.0 1 65.0 C4 Q� 6 106-1/4' SO-5/8' IOS--1/4' 49-5/8' G5.0 MO 60.0 90.0 108-1/4' 50-5/8" 105-1/4' 49-5/8' - - - - 654 65.0 t11' lir 65.a Bso Boo 90.0 1t1' tto' - - - - 654 65A � .: 74" 73' 65.0 86.0 80.0 90.0 74" 73" 65.0 65.0 80.0 00.0 65.0 65.0 Q 106-1/4' 63' 105-1/4" 8Y 61.8 61.6 80.0 90.0 106-t/4' 63' 105-1/4" 62' - - - - BSA BSA 1 1• I 1f0' GOA 60.0. 60.0 90.0 L 111" 110' .. - - - 65.0 654 * i i:�• • �• i •••• d m • i••• i e••••• (1/3w) (1/3W) (1/4 (1/m (1/4WI 0 w • ••��•• •••••i •••• 'ript • Sa •♦_•♦OPERATING•VENTS O BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH C Z • • ••••• •Ieejee ••i••• IXOX' 'XO)v o .- •• •• I•~iii • •• � U�� ,♦• 4iI •• • • • • ••••• '. • •• 9uac wrLs jr TV. BUCK DW BUCK DIMS e••e o FLANGE FRAME jj EOUAL LEG FRAME FLANGE ADAPTOR FRAME FUME DIMS J nANGE OIMS e p N Y FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME oil I I I li &T9 Y •• N •,•� '� M . PRODUCTREVISED _ 0592 $ NOTE sullatngPICwftlt the Florida GLASS CAPACITIES ON THIS SHEET ARE HOA-No. 15-0929.13 a I E4 E4 BASED ON ASTM E1300-09 (3 SEC. GUSTS) Expiration nate 09f22t2020 16 OF df°""n9 0O• AND FLORIDA BUILDING COMMISSIONFIOIDO` ! SM. ME. RAIL' H.D. MIG, RAIL DECLARATORY STATEMENT DCA05-DEC-219 sr 14AY 1 1201 ss., ......... m1a e ro uuovt!ml 1itill 11 9ifeet lOf 11 • D=GN LOAD CAPACPI'Y- PSF DESIGN LOAD CAPACPPY-PSF u (XO OR OX SMS) (XO OR OX SIZES) a Big.MTG.RAIL H.D.MLO.RAD. STD.XTG.RAD. H.D.M.RAIL H.D.MLG.BAIL .� # CLASS TRPS Mm TYPES 01135 TYPES Om TYPES am TYPES 0 RUCK DDIS. 9'&'101'.'8'kB7' 'B'k'BC RUCK DI(S. A4VW,'8'k%' '8'k'Bt' C k'O1' YBOrH HH6Hr EXr.(+) INL.(-) EKr.(+) INT.(-) 1170TH HEIGHT ar.(+) Mr.(-) EXT4+) 1NTd-) -d+) 1Nrd-) kt y a 25-1/2' 6510 6510 80A 80.0 54-3/4• 66.0 65.0 8010 BOA 6510 6510 36• 25' BSA 65.0 800 80.0 7-15/18 25' 6510 6&O BOA 8010 65.0 65A 52-1/8' 650 65.0 80.0 80.0 82-1/2' 65.0 65.0 BOA 80.0 65.0 6510 y. 73' 6510 65A 80.0 80.0 54-3/4' 65.0 65:0 8010 80.0 65.0 65.0 VVXX 25-1/2' 6510 6510 80.0 80.0 7-IS/16 37-3/8' 65.0 6510 8010 8010 650 65A I�pt 36' 37-3/8' 6510 BS.O 80.0 80.0 82-1/2' 65.0 65.0 8010 ROA 6510 6510 O rsi•t9 52-1/8' 65.0 WA 80.0 BO.O Sa-3/4• 6s.o 6S.o BO.o 80.0 8.h.o 65.0 0.11 73' 66.0 B&0 80.0 BOA 7-15/1 49-5/6' - - - - 65.0 85.0 25-1/2' 6510 65.0 80.0 80.0 62-1/2' - - •• - 65.0 6510 YL 36' GM1.O 6610 80.0 80.0 64-3/4- 6510 65.0 �.0 80.0 6510 65.0 ' a 49-5/8' 52-1/8' 6&0 65.0 80.0 80.0 7-15/1 62' - - - - 65A 85.0 p • 6510 65.0 80.0 80.0 82-1/2' - - - 6510 65.0 • 1•-1/7s 65.0 65.0 80.0 80.0 • :�t • '36• • 6w 6510 8010 80.0 • ••� • �/Bi 82' • 65.0 65.0 60.0 80.0 C •s••••j • • • 60.2 60.2 �.o WA (t/3W) (2/?wJ 6 •••`•: • •• • 0r •• • OGf • ••��• •••••• � .� - OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH O n o • �• • n i• +�1't1 •• • 'XO OR OX' „1 �• j• ul Ira •:•• • • OPEWB -VENTS TO 91 P/2 GF THE WINDOW WIDTH •• ••••••• *too �•* t••. 4v_Avl • •• I• iii i 0 OR:X •• •.•� • ••• O 0000••• •f•• ••• • BUCK OIAIS 'r r Z ••• f4d Sof FlN FRAME ,�,§'Ills FIN FRAME q s .m 111 111 , � 'P:ucENSF•:�' � ' PRODUCT REVISED F ae ODUyi�1g E oHda >r NOTE: eatidittg Coda z 3 GLASS CAPACITIES ON THIS SHEET ARE NOK-No. 15-0929.13 E4 E4 BASED ON ASTM E130D-09 (3 SEC. GUSTS) ExpkaHoapate ftrA=020 BrATeOP ,i ce dmwing no: AND FLORIDA BUILDING COMMISSION I4AY 120^ SID. MM. RAIL: H.D. MIG, RAIL: DECLARATORY STATEMENT OCA05-DEC-219 By a at Cottho ss/Ofl(�( � 111111 sheet 3 of�� DESIGN LOAD CAPACITY-PSF DESIGN LOAD CAPACYIY-PSF (XOX SIZES) (XOX SIZES) Yd SID.XTG.RAH. H.D.X'10.RAIL STD.MTG.RAH. H.D.MTG.HAIL H.D.MO.RAH. 3 61648 TYPR4 amTIPBB mm TIPRS MASTS TIPBS mm 7YP88 O 1. HOCH DIMS. T k'AI'.'6'k'61' 'B'&%j! MUCH DIMS. 'A'&W.•8'k•SI' 'B'k'S1' 'G'k W °� $ WIOTH RSW EXT.(+) 1 4-) EXT•(+) INI:(-) MTH HUGNT ExL(+) Mr.(-) Ex1.(+) INT.(-) £Xr.(+) O+T•(-) 73" BS.o MG 80.0 SOA 73' 65A 65.0 80A 80.0. .65.0 610 v 105-1/4' 25' 65.0 BSA BOA 60.0 105-1/4• 25• 65.0 65.0 60.0 SO.O Bs.0 65.0 y� 110" BS.O 65.0 80.0 80.0 110" 65.0 65A 80.0 BOA 65.0 6&0 n! C r 73• 610 65.0 80.0 a0A 73• 65A BSA SOA 80.0 85.0 65.0 NS 105-1/4' 37-3/8' 65.0 65.0 BOA 80A 105-1/4. 37-3/8" 65.0 65.0 80.0 60.0 65.0 65.0 110" 65.0 BSA 80.0 80A Ito" 85.0 65.0 80A 80.0 BSA 65.0 C O 73' 65.0 810 BOA 80A 72' 85.0 65A 80A 80.0 65.0 810 g toy-1/a' 49-5/B• 65.0 65A 80A 80.0 105-1/4" 49-5/8' - - - - 610 65.0 p112 110' 65.0 65.0 W. Bo.O 110• - - - - 65.0 65.0 IL Z r�i 73' 810 65.0 80.0 80.0 73" 65.0 65A 80.0 BOA 65-0 610 1 105-•1/4' 62 61.8 61.8 BOA 80.0 1o5-1/4' 62" - - - - 610 69.0 I g •110' BOA 60.0 80.0 80.0 110• - - - - BSA 65.0 • • • N •• p/3v0 <N • i(1/ (1/4W) tt/?W) (1/4W) u • • OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH OPEfWING VENTS TO SE Wj %E WINDOW WIDTH •p 3 � s••••• cz • • • •f),�••• XOX' o s • • V gm •••• BUCK DIGS o FIN FRAME g -FIN FRAME ° 3 tl .1`t®�.. PRth"no T R@VISLD as a eg lying wIm the Florida 70592 NOTE: NOA-No.0ede16-4929.73 GLASS CAPACITIES'ON THIS SHEET ARE lration Date 09/2212020 O{r drowi E4 E4 BASED ON ASTM E1300-09 (3 SEC. GUSTS) Hxp ^9 no. AND FLORIDA BUILDING COMMISSIONa (§ W1 O18 - MD. MTG._RAIL: H-D. MTG. RAIL: QECLARATORY STATEMENTDCA05-DEC-219 myiRm o uoe co ro 19�Y f. 7D1� / �`, tt 1 1111 shaet3.1of11 1/8'ANN.GLASS 1/8'HEAT STREWD GLASS .075'Intodayer 075'Intorbrer �� Sa ax CP VFth PET Core Sell"CP Ur PET Care By'Eastman Chemical Co.' By'EOetman Chemical Co.' 0 090'Interlayer 090'Interlayer 1/8'HEAT STREN'D GLASS tj Sonar Clear And Color Gass Saeex Gear And Color Glass i By'Eastman Chemical Co! By'Eastman Chemical Co.' d g OR OR .075'Interlayer y 090'Interloyer 090•intertayar SaRex CP With PET Care `- SantryGlas Sentry0is By'Eastman Chemical Col fSu By 0'Kurarq America,Inc.' By'Kummy America.Inc.' OR O OR .090'IMedayer 080'Interlayer .090•Interlayer Sentry(Mas 7{ ai Kuromy Butacke PVB Kuromy Butocne PVB By'Kuraray America.Inc.' V pp By'Kummy America,ie.' By'10 rarq America.hr-' O 1/8•ANN.GLASS 1/8'HEAT STREN•0 GLASS 1/B'HEAT STREN'D CLASS �j0er y�Gr SILICONE F SILICONE SILICONE 4 Z GE 1200 z"' GE 1200 Z GE 1200 DOW CORNING egg + DOW CORNING 899 DOW CORNING 899 u '' '� O M1 DOW COMM 095 \O MI OOW CORNING 995 \ M1 DOW CORNING 995 y O l !I!OIL w _ i•••• i• •• i a a • c • o o � d •• • Ell 0:60* • ATM/4 Z.ON UTES AT 1/4 POINTS ON I.ITES AT 1/4 POINTS ON LUES i• t11t1EIP Rtii 36' bbb7iii WIDl7t TWIN 76' WIDER THAN 36' 0 u' ••000 •GLASS n t• .s•• GLASS' ME 'B' GLASS TYPE 'C' •••i ••••5 18'NOMIN,�,j/�l•L�A�S 5/16'NOMINAL LAM.LASS 5/18'NOMWAL LAM.CLASS � G • • O i • ••••1/8'ANN` •• t/8'HEAT STREWD GLASS dl N M ••i•• O M m ,075•la4grlpyer 07S`Interlayer C Z�i • • Sone Cp'YflRh PET Core Saflex CP kYitb PET Caro uu�� ••000 •• ' Er+Chemkal Ca BY'Eastman Chemical Co.' • • • OR • • ••• 90 IAWoY- 090"interlayer 1/8'HEAT STREN'D GLASS o a neiL And Cofor Gaea SoOex Gear And Cofer Gaal U 000000 *ego YPaatnw�Chemteol Col By'Eastman Chmntcal Co.' O • • O� OR .075"ICP tVntert�PET Caro 1/4'AM 090'Interbyar 1/4'AIR SPACE 090'Intedoyer 1/4'AIR SPACE Saflex Sen SentryGlas BY'Eastman Chemical Co.' 8y tKummy Americo.Inc.' 'Kummy America.Inc.' / OR 1/8'ANN.GLASS OR 090'Intericyer .090'Interloyer 1/8'HEAT STREWD GLA55 090•werlayer 1/9-HEAT STREN'D GLASS Sentryplos � Kurarq Butadt0 PVB Kuraroy Butaeke PVB By'Kurmay Americo,trhol c eY'Kur.. Amerteo,Inc.• By'Kummy America,Inc.' 1/8'ANN.GLASS 1/8'BEAT STREWD CLASS 1/8'HEAT STREWD LASS PRODUCT REVISED u S g 8604 mpl 2 wBh the Florida 9L.ICON£ F SNCONE SILICONE Building Caadde m GE 7200 GE 1200 m GE 7200 NOA-No. 15-0828.13 u� DOW CORNING 899 s DOW CORNING 899 DOW CORNING 899 ftptration Date 09MM020 ^ir tai M7 DOW CORNING 993 iv Mt DOW CORNING 995 N Mt DOW CORNING 995 m o a XL EDGE SPACER M.EDGE SPACER \ KL EDGE SPACER N�Itaml- de P act trol 8E�$$ ST.STEEL BY'CARDINAL' SL STEEL BY'CARDINAL.' ST.STEEL BY'CAI DOW u o w r e a OROR BY'011ANOC a DURASEAL BY'GUANE)r a DGORRASEAL BY'QUAKE%' ` ��1ytu111 ' Q O pg O ON O OR ; a.'�.�,/ 1 P'1i Es SUER SPACER BY'OLIANEK' Ea SUPER SPACER BY•QUANI7C [�d! Eg SUPER SPACER BY'GUANEX' �:•' 3F''•., '. y4 0 . M7 AT 1/4 POINTS ALL SIZES M7 AT 1/4 POINTS ALL SIZES W M7 AT 1/4 POINTS ALL SIZES _ ••,. GLASS TYPE 'Al' GLASS TYPE.`BS' GL&M TYPE 'Cl' 0.70'OVERALL INSUL.LAM.GLASS 0.70'OVERALL INSUL LAV.LASS 0.70'OVERALL.INSUL LAM.GLASS •. OF ,rdrawing no. (S.M.r.) MAY 1 1 P0 "°'1c�`` W10-18 INORDER PLv CLASS n?E'Al. 8SSA.E IMPACTMUST HE TEMPERED. ' Vr ```` sheet 4 01 7 7 IVUL ANCHORS MEIAL FLANGE & FLANGE ADAPTOR FRAME y�V tBy SEE SPACING WOOD MM I TYPICAL ANCHORS •• SEE Et". ____ __ __ _____ _ -• 3 _a a EOGB O1Sr:• FOR SPACING r---______---"_-----'1 • a a,•'.'.e e. a -. °• o I1 x I I A! 1 MULLION k MULLION ANCHORS I 0 1 1 .a \ EDGE DIST. 0 1 SEE SEPARATE NOA 1 f I 1 11 EDGE DST. 9ew II GW -_-- ------ --J Oi C ga TYPICAL ANCHORS TYPICALELEV. � x yayy� s8 1 FOR SPACING FOR SPACING IL Y. •••••• •••10 • • 1Ola F • • • • 2 3/8'MIN. WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. •••• • _ •••••• • • • • MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM • AND TRANSFER THEM TO THE BUILDING STRUCTURE N •••••• • C - •• \ TYPICAL ANCHORS' SEE ELEV.FOR SPACING •••• • • ^ z-3/s'MIN. yj •••:•• • • •• •• �� �/4' DLA- ULTRACON BY 'EI CO' (Fu 177 KSL Fya1s5 KSI) ,•, p ••••• • • N . INTO 2BY WOOD BUCKS OR WOOD STRUCTURES p°w • • •••••• • = `� 1-1/2" MIN. PENETRATION INTO WOOD • • o • THRU 18Y BUCKS INTO CONC.OR MASONRY p�N o 1-1/4" MIN. EMBED INTO CONC. OR MASONRY I`W •••••• e •� O G WHEN USED THE MIN,WOOD SUCK N N •� • •w• • • _ -IN OWL SE 276••THE USE OF DIRECTLY INTO CONC. OR MASONRY � 0 n�+ •• •(Y, •• O DUPER OR eEVE Eo WooDeucNs Is 1_1/4• MIN. EMBED INFO CUING. OR MASONRY G��1 •••••• 000 • (Yi 014 SMS OR SELF DRILLING SCREWS (F-74 KSI,Fy=55 KSI) �o •iS PRO** INTO MIAMI-RADE COUNTY APPROVED MULLIONS (MIN.THK.=1/8') U oI Ts7 INTO METAL STRUCTURES STEEL : 1/8'THK. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8" THY. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) PRODUCT REVISED TYPICAL.EDGE DISTANCE c a ae camp lvtaa with*a Florida ° 1 Building INTO CONCRETE AND MASONRY = 2-1/2' MIN. R 1 NOA-No. 15-0828.13 INTO WOOD STRUCTURE = 1" MIN. ' INTO METAL STRUCTURE 3/4' MIN. i Expiration Date 09(2212020 Me IWOOD AT HEAD.SILL OR JAMBS 50 a 0.55 MIN. B Mt mM not Contfo CONCRETE AT HEAD.SRL OR JAMBS 1•°-30M PSI MIN. �oaaa yp C-90 HOLLOW/FRIED NORMAL WEIGHT BLOCK AT JAMBS fm 2000 PS!MIM o 0 i W3 i WEEPHOLES: Wli u, Qp w1 = 1/4• x 1-1/2' WEEP SLOT AT 4-1/8' FROM EACH 1 I END WITH PLASTIC COVER \�J J ....... ° .r W2 = 1/8' X 1/2'WEEP SLOT AT 3-1/8"FROM EACH ENO '•. �� a e W3 = 1/8' X 1/2'WEEP SLOT AT 3-1/8' FROM EACH END04 �! {g� fij ?9. ow •v r •a •8 1 OF •• � dmwring no. '•-• TYPICAL ANDNORS ... ...4 . � i�di 9 9 209 ��'•••°�'P••'� ' W10-9 8 1gy SEE 0". SEE a WOOp g FOR SPACING FOR SPACING �``/''RRTI11t sheet 5 cT 11 FLANGE & FLANGE ADAPTOR FRAME you 0 1/4'AWT. BUCK WWTH 1/4'VAX. � c saMs SHIMS TYPICAL.ANCHORS VENT`91011 VENTYAMFLANGE ADAPTOR FRAME FOR SPACING [F 1 O O I ..a IL k� t(rr1U 4 11/2 2 WOOD K 4�mm • �n --SCREENS OPTIONAL ••-• .._.. ._.._.._.._-_.._.._.. WOOD STRUM 2� 41 r. Imp • • '' • • XOX LAYOUT EXTERIOR TYPICAL CORS c -40 tip Ais D1.DPc. SEE ELEV. •••••• • • FOR SPACING N •• t�;'.`�: • • • MIAMI-OADE COUNTY C .: •••••• APPROVED MULLION •••••• &MULLION ANCHORS • •• •• SEE SEPARATE NOA ® » •••:•• • •••. • WIDTH BUCK WIDTH OALTERNATE � � � � R ••••• • a •••• • • •••••• • • _ __ 1 LOCK OPTIONAL TO �y 4 • • •••• i f___T F SPRING LOCK O f T t ----------_-- Pmr N 10 z • • I I s$:v _.. I t E4 TYPICAL.ANCHORS SEE ELEV.FOR SPACING 1/4-MAX BUCK WIDTH 110 MAX. rd SHIM1 SHIMS UMP VENT w10Tri TYWCAL ANCHORS O �„/ ® TYPICAL ANCHORS S$$$$ SEE ELEV. 1 SEE El". FOR SPACING 1 FOR SPACING v, IN 'ON DETAILS SHOWN ON PAGES 5 u ANQ 6 APPLY TO BOTH FLANGE FRAME AND 8 o d a Qt•/4. $ $ r FLANGE ADAPTOR•FRAMES. 8$$ ffi MEYALji \\1111111/ STRUCTURE ygy II �\\�.YY•��j o _ -SCREENS OPTIONAL •---• t — PRODUCT REVISED }}�� ea compL1��Llmm�1 wank the Florida _ g � Lf 1TTr Bulldtng Oode - S � d a EXTERIOR WOOD SUCKS NOA-No. 99-0929.13 T 1 i d Estpiration De 09122!2020 OF k) drawing no. XO LAY-OU D.L.OPO. ' OR10P: e' W10-18 sr MTAY �Q iS�•.....• `�� •'"• Miam roan o ����A4L\\\ ahaet 6 of 11 TYP SEE El ANCHORS META. EQUAL LEG FRAME �4"1 SEE EI EV. 1BY FOR SPACING WOOD BUCK d° :��' •' FOR SPACING MNMI-OA()E COUNTY APPROVED I Z m # d + •d° EDGE DIST:' ' 11 MULLSON&MULLION ANCHORS 11 O k ` °• �'• v °'. a N I 1 SEE SEPARATE NOA I I 15 i' GIST. \vri j EDGE 11 t: a • 1 01ST 1 11 .q...9 V E3 P \m WPM&ANCHORS 9 SEE SAC•NO FOR SPACING y 1 Z _ • 4040 wx�-� •• •• EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY i••••i • •• WTO WOOD, CONCRETE OR METAL STRUCTURES • • • • TfPICAL ANCHORS WITHOUT THE NEED OF A WOOD BUCK. 4040•••• 4040••• �ELEV _ • • • • FOR SPACING p 2-3/8•WIN. r ' • •• • • 1/4• BUCit WIDTH I I O m • SHIMS 1 \ c 40400000 0 4040••. ••000• 4040 • • E1 �`'> N • • ' • •• . • 1 \ o ••••• • • • !.Q• � 2_3/8•NTN-•et p W 0.000• • • 1 1/6itl f • •00.40• ' • • °• • • • -4 tn�n •••40•• •• 0 4040 • • P� ----- • • v \' n 0• • ••• W • • �' WHEN USED THE MDL WOOD BUCK C Z •••••• ! _._.._.._.._.._._.._.._.. .. u� •••• `'1 40 0 m 8 dp 1 DEPTH SHAM BE ED THE USE I APPROVED UWN1Y ry DEEPER OR BEVELED YIOOOBUCKS 6 _ 0000 W 1 W PFA10IlED• S MULLION ANCHORS 0 O � SEE SEPARATE NOA U.-> 4 C� •a r.•. ,_ tTUCK WIDTH BUCK WIDTH TYPICAL ANCHORS SEE ELEV.FOR SPACING h mQiQc W2-,, P7WI M3 T I -� am^•d6- I LLL !r TT It11H �� B1 PRODUCT REVISED OW • 0� d * ° as cometyq1g with the FlorwH•e OulIdlIn8 Godo _ :�•= �' .+ NOA-No. 15-0928.13 _ y Eb-E o \ 4 q ` PagHretioR Date 09122i202O • g•'y I IYPICAE ANCHORS y q q TiE� ?•ly: drawing no. . 4040. 18Y SEE ELW.CHORS p'. a FOR SPACING ey +a I ! 1 I.' (�4040 �'OR1DP.••'�� W10-18 `,WOOD B1K7f FOR SPAM 1-6 e P uat ntrol Mi 1 1 �AQ� ° ��Will SHeet 7 of 1 l'i MLUSMTK Ow. Y � '� FIN FRAMENOT BY CGWI �y.V Mr.OR Pfr.MASHES FOR SPACDC 3 •j. m 3 J HOUSE WRAP TYPICAL .ANCHORS: SEE Eum.FOR SPACING g NOT BY Cd N �8 SMS (Fu=74 K9 YFN.) t INTO 29Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD BACKBED es CAUUM d t •o•o•• ••• •• • • • �, • •• f • •• • • • • c •••o• • • • •• • pw ••••• • ••• •• o •• WOOD SYRUMURE 1/4'WX BUCK Omni 1/4'MAX v • • • NOT BY COI OAP c • ,n•WK t/r)AN. •••••• •••� 0 •• • °x o Mtn • • • 3 m z •••••• ••• f • E2 , �- o • 0 ' 8cKKO GULKRIC LFj -- li �{ ;R ¢ SCREENS OPT. ------------ W2-1- ..-..------ - L.. .. w2 I ua 01 HOUSE WRAP NOT BY COI w wt t t EXTERIOR i wa E2 BACKM It j CAUUCW6 ♦ ••efts__ I HOUSE WRAP PRODUCT REVISED ♦♦'��• ' 1, HOT BY R ' as aoatg19 with the Florida :A t t/z' g a° Ong-N*. 15-0828.15 6gdratton Cate Q812712020 •' OF �•Kj� drawing no. TYPICAL ANct�Rs ey 14AY t 1 Z �s••' :�y [W10-18 MR SP M wN 0 uat rol ram PART 19 QDANTLTY DESCRUnION MATERIAL MANP./SUPPLER/SSLAM (�V .. Et CGI-100 FRAME JAMS 0 FIXE=GLASS 6063-T6 CGI EXTRUDER lY w of 0 E2 CGI-I 13 _ 6063 T6 CGI EXRLUDER E3 CCI-102 - FRAME HEAD 6063-TS CGI EXTRUDER Z N E4 CM-103 - MEETING RAIL 6083-T6 CGI EXTRUDER 0 ES CGI-104 - LOCK RAL 6063-78 CGI WWDER £ a. E. CCI-108 HANDLE RAA. 8083 T8 GGI EXTRUDER Q�7 yp8� g 8063-T6 CGI EXTRUDER A s$ U EI CGI-108 - SASH RAL (((YELL GW N �T E8 CTS-107 - S/16'MaN0 BEAD 8063-1g CGI EXTRUDER 4 E9 CGI-108 - 0.700'GLAZING SE10 6083-T5 Cfii E%[RUOER E10 CO-109 - FRONT FLANGE ADAPTOR 8083-T8 GG1 EXTRUDER C� Eli CGI-110 - NAL FIN ADAPTOR 6063-T6 CGI EXTRUDER E12 CGI-135 - IF FRAME JAMB 0 FIXED CLASS 6063-T6 CGI EXTRUDER 0 4 oOj E1J CGI-136 - IF FRAME HEAD 6063-T6 CGI EXTRUDER v1 E14 -139 - IF FRAME JAMB 6063-T6 COT EXRIUDER Z EtS �'I.-1 - 1'MUNRN 8083-TS CGI EXTRUDER u" • , •••••• E18 -A41 • -y• 2S'MULLION 8083-TB CGI EXTRUDER • • E17 Cd- - • SCREEN FRAME 6063-TS CGI EXTRUDER •••••• EIB ••�I.144 - SILL SNAP IN 6063-Te I CGI EXTRUDER • E19 CO-1 5 - • SILL FILLER - 8083-TB CO EXTRUDER a • FRAME JAMB 8063-176 CGI"MUM • E20 •CCI-118 •• •••••• .1 CO-17 - HD LOCK RAI. 6083-T6 CGI EXTRUDER 1F FRAME SILL 8083-T6 CGI EXTRUDER % a' •••:•• Q3• •tK;aCGIti>a so**** FRONT FIANCE ADAPTOR 8063-78 CGI EXTRUDER 00 M1 AWN *Weise GLAZING BULB VINYL(OUIMETER 75-60 SHORE A) PVC - -0 t t••••i M2 CGI-11 SCREW Cam(OPTIONAL) • • M3 •CCI-112 0 eP01F� EQUAL LEO COVER/SHIM � — � ��n •••••• M4• - 0.7 0.040'BEAD GE1200 SILICONE SILICM GE • M5• • - 0.700 BEAD DOV 995 • -SILCONE DOW 0 Me - 0.'!100'X40.040'BEAD Dm 899 WLICOW DOW 000000 M7 •••- SETTING$I= EPDM OUROMETER 8035 SHORE A i P60TECTO WRAP WATERPROOFING OR FXOUN. M9 684 ROLLER TRACK PVC Yif M10 CCI-128 2 PER SASH ROLLER HOUSING NYLON M11 W2320ING PILE VITT CENTER FIN WOOL ULTRAFAB OR EQuN. M12 CO-129 1 PER SASH EGRESS LOCK AWN. SULLNAN M13 CGI-131 2 PER SASH HANDLE RAI.END CAP NYLON M&M [� y M14 391-N i PER SASH ANnUFT BLOCK NYLON M&M t�d MIS - mp OPTIONAL RETICU ATED FOAM 30 PPI - - c,Q MIS CO-134 - JAWS SPACER PVC PROTOTYPE OR EQUIV. M17 A30730401-32 .1 PER WD. CAM LOCK LNC TRUTH OR EQUIV. PRODUCT REVISED MIB ca-132 2PER WD.2' SASH STOP PVC PROTOTYPE Bu11dico IViog with the Florida z i M19 C6I-111 0 FR.HEAD SCREW COVER PVC PROTOTYPE NOA-No. 16-0929.18 $ M20 CCI-125 2PER SASH SASH CAM(B/T BALANCE) NYLON M&M Expiration Dote 0812212020 M22 - VARIES M-FLO WEEP COVERS PVC AMESBURY OR EOa EV ±o - BY oe5 aa: S2 2 OR 3 PER CORNER /10 X 1 1/4'LG.PHL PH.SMS. ST/ST.ASSEMBLY SCT&W - - tAia - Product •ontrol m if 6> S3 - 1 1/4'EMBED. /B X 1 1/2'I.G.PHL PH.SMS.FIN ANCHOR SCREW S4 4 PER W0. /8 X 1/2•PH.SMS.ST/Sr BALANCE BRACKET SCREW - - `�� .�fRfA , 2 S5 2 PER WD. 01 e X 1'I.G.FIL SMS. ST/SG SPIRAL M ASSEMBLY •-'•.',B so - /6 X 1/2'LG.FFI.SMS.0 C0I-133 &CAV LACK SB - 4 0M.RAIL 10 X 4'LG.PHL PH.SMS, ST/ST.ASSEMBLY MEETING RAL SSI2 PER ANHLIFf f0 X 5/8'LO.PHL PH.SMS. ST/ST.A T1UFT SOW OF (y drawing no. 14AY 1 1201 ,;�s " °G.� w10-18 S�oALII� fineec 9 of 11 2.440 2.440 2113 .085 .490 .120 �v 1.015 .705 .050 TYP. .050 TYP. 2.,6, 791.0 '•66° F 1.301 1.301 2b� M 21.601 .TM 55 t.220 1.007 .884 .864 L �a .050 O 5/16'GLAZING BEAD O .700"GLAZING BEAD 3 085 1.395 �W'1 yy 1.155 1.155 �• 1.449 1.368 .745 Elt NAIL FIN ADAPTER 1.395 SL N 1.015 1.015 ff77 Et FLANGE FRAME HEAD OHEADE4 MEETING RAIL .150 D �g FLUSH FRAME 1.496 .aW A80 1-[1.41J 8d�� 5.015 1.075 1•� OBS 1.140 085 1.140 FrrTTP. ' 2363 1ad5 O FLUSH FRAME COVER O SCREW COVER �` � • • 1.01.5 1220 • •• • • L�.��JJ 080 • •••••• 4.4303.685 • : 2. 3.9303.185 IYP. 1.043 C $ • 2.885 • • • • • O LOCK RAIL Eta SILL FILLER • p0 L3 w •••••• • • 7.788 •••:•• • • • • 1.450 .180 'O W C • ••• •• • • fit.N 00066:: • 2'440 •• 2.440 1 2.310 r M O FLANGE FRAME !11•••• O FLUSH FRAME SILL v 3 91 •••••• 1.015 TAIr� 1.220 czl •••••• 2.737 Qg_ • • 2.737 FLANGE ADAPTOR • tA43 U G m •••••• ••• 085 • 085 • • �' E21 ALT.LOCK RAIL 2.505 2.613 2.505 2.613 e"2 .055 oR 1.000 .991 .500 .997 5 3.237 2.737 1.015 • $$$$ FLANGE FRAME JAMB (MOVING) ®FLUSH FRAME JAMB (MOVNG) p d o m O - ti'r¢i HANDLE RAIL 511 1111 *7--1 ............. 77 i ,1 2.505 .065 T1P. 2.005 .085 Tfp. •� t.0ts S PRODUCTREVISED tAtSBtdldin9g Codewith the FloridaNOA--wo.Code'5wExpiration Date 09(2212020 ��.'. TE OF 1�'.~ Browing no. 1.745 1.245 k(,pRiOP,•' \� 9, 14AY 1 120 R9 A. ro t• Et2 FLANGE FRAME JAMB (FIXED) Ei FLUSH FRAME JAMB (FD(ED) U SASH RAIL ,, 1 7111111 sheet 10 of 1 S 2 7— 0. � � i z 3 �g cy 0 ail w0 0000• • a N a•a•aa _ ••••• • • • • FRAME TOP CORNER n • pw aa•a• TOP/ �Z'(}ItNERS 52 0000 - •••�• • • 0000•• � V� a 0000 • 0000 • • b to o •0000• • �j / % 9 • • i � � •000• N • 0 •00000000 O • .p3 mW •000• • Z g :0• •0000• / g_v • O 00 • 000 • •• fl U b� • • 0 000000 0000 •000 Y� e M199 oega'ad� %hill 1 J FRAME BOTTOM CORNER �� •V ��i � t PR;ooucr eMsea - as nonq+Iyln�with the Florida ,� Batldtng°ode �iY•• ••.�•_ � '� sa tion-tto. 15-0925.13 �, I Explratlon Dote 09/2212020 OF I W10-98 RAI CORNER 1 q2oRrooy:��� IAAY 1 01 Mtam D on Control 11 1 NI t ahaet 11�11 e r MIAMI•DADE MIAMI DADE COUNTY LWAMM 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.miamidad%zgV/economy CGI Windows&Doors 10100 NW 251s Street Miami,FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series Clipped,Extruded Aluminum Tube Mullion--L.M.I. APPROVAL DOCUMENT: Drawing No.M95-13A,titled"Mullion Elevations and Details", sheets 1,2, 3, 4, 4.1, and 5 of 5, dated 11/25/95, withlbyWon G dated 07/27/15, prepared by Al-Farooq Corporation, signed, sealed by Javad Ahmad,,P.E., bearing the Miami-Dade County Product Control Section 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 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein: '+a a• RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if-there has been a revision or change in the materials,use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#1242201 a&w1sistS oTthfirpage i and evidence pages E-1 and E-2,as well as approval document mentionedtlbovej ; ; : • :• - The submitted documentation Was feVie*tdW'IVL;uel•Perez,P.E. ' '•• see NOA No.15-0420.08 MIAMIMDADE CQLUM • • • • • • Expiration Date: Marek 28,2018 ' Approval Date:August 13.2015 8 j j Page 1 ... . . . . ..0 . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . CGI Windows&Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 05-0929.39) 2. Drawing No.M95-13A, titled Series"Mullion Elevations and Details",sheets 1,2,3, 4,4.1 and 5 of 5,dated 11/25/95,with revision G dated 07/27/15,prepared by Al- Farooq Corporation, signed,sealed by Javad Ahmad,P.E. B. TESTS 1. Tesi reports on: 1)Air Infiltration Test,per FBC,TAS 201-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Small Missile Impact Test per FBC,TAS 201-94 5)Large Missile impact Test per FBC,TAS 201-94 along with marked-up drawings and installation diagram of casement windows mulled using a 1"x 2"x 1/8"aluminum tube mullion,prepared by Hurricane Testing Lab,Inc., Test Report No. HTL-0080-0105-08, dated 03/26/08 for Specimens No. 1 and 2, signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA No. 08-0331.07) 2. Test reports on: 1)Large Missile Impact Test,Loading per SFBC,PA 201-94 along with marked-up drawings and installation diagram of an aluminum fixed window,prepared by Hurricane Test Laboratory,Inc.Test Report No. HTL-0080-0303-96,dated 03/06/96,signed and sealed by Timothy S.Marshall,P.E. (Submitted under NOA No. 93=0929.39) 3. Test reports on: 1) Uniform Static Air Pressure Test,Loading per SFBC,PA 202-94 along with marked up drawings and installation diagram of fixed windows mulled using a 1"x 2"x 1/8" aluminum tube mullion, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-96-525, dated 02/12/96, signed and sealed by Hector M.Medina,P.E. (Submitted under NOA No. 95-0929.39) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-51h Edition(2014),dated 04/13/15 and 07/25/15,prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 .. ... . . . . . .. . .. . . . . ... . • . . • .• • •• ••• •• •• Manuel P P.E. Product Control xa iner • *:0 ••• ••• • NOA No.l - 420.08 •; • r�A R • Expiration Date: March 28,2018 • •• •• •• Approval Date:August 13.2015 E-1 ... . . . . ... . . CGI Windows&Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51' Edition (2014), and of no financial interest, dated April 13, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letters for Test Report No. HTL-0080-0105-08, specimens 1 and 2,issued by Hurricane Test Laboratory,Inc., dated 03/26/08, signed and sealed by Vinu J.Abraham,P.E. (Submitted under NOA No. 08-0331.07') 3. Laboratory compliance letters for Test Report No. HTL-0080-0303-96, issued by Hurricane Test.Laboratory, Inc., dated 03/06/96, signed and sealed by Timothy S. Marshall,P.E. (Submitted under NOA No. 95-0929.39) 4. Laboratory compliance letters for Test Report No. HETI-96-525, issued by Hurricane Engineering&Testing,Inc., dated 02/12/96, signed and sealed by Hector M. Medina, P.E. (Submitted under OA No. 95-0929.39) G. OTHERS 1. Notice of Acceptance No. 12-1220.15,issued to CGI Windows&Doors for their Series"Clipped"Aluminum Tube Mullion--L.M.I.,approved on 02/28/13 and expiring on 03/28/18. . .. . . . . ... . Manue er .E. Product Control E a ner • ••• ••• ••• • • NOA No.15- 20.08 • • • • • ` ` ` Expiration Date: March 28,2018 •• • • • • • • • • • •• •• •• • • Approval Date:August 13.2015 E-2 ••• • • • l ii• • • • • • • • • • • • • ••• • • • 000 • • MO•�m. �V � Cas �0e 31 4= TYPICPL N PRODI1CT 31 IR q.332 W\4 LOUD r Sa-.332 ea�3 Mme. CUP ANGL 1 E '�K 8063-76 Ll I Ia. 6063-16 3= iD Lm- uoo .---Cam e000 aaoG 1 00 Is •••••w • • 4" 'W' DIMENSION • � aes• • .MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS • ••• • MULUON 'w—IN. HORIZONT& OR VERTICAL •••••• •• •• ••• • 3' 2.888 SEEWINDOW OR DOOR APPROVAL FOR FASTENERS SMAND SPACING O O •••:•• •• ••• •• $' 3.888 7a MUUJON SYSTEM IS RATED FOR LARGE MISSILE IMPACT. , ••••• • • •• • '8' 8.888 AND CAN BE USED IATTH ALL NAIAMN-DADS COUNTY APPROVED lA � S3O3IMPACT AND NON-IMPACT RESISTANT PRODUCTS. _ a •• • Of :*so** Sx- .8338 IN\3 Is-2.9762 IN\4 • • • ••: •• SZ a 1.4881 1N\3 .715 N •••••• N ••• •• RECTANGULAR ALUMINUM TUBE MULUONS z •• w 3iT6 • • 2X4 MULLION USING MULLION PROPERTIES ONLY p • • • • 8083-T8 ? C v •••••• •••• • NOTES: •••••• 2m AND�� J8S THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE I I�' I RECKIMawn� �F BUILDING CODE INCLUDING MGt VELOCITY 0 L ALL wmG PRO=m{SED WITH THESE MUWONS MUST mEET THE APPLICABLE BIALDING CODE REQUIREMENTS LE:WIND LOAD,WATER 4�0o INFILTPA170M. FOR= ENTRY RESISTANCE, SAFEGUARDS ETT;, 1.000 D BLICtS MUST 13E ANCHORED PROPERLY TO TRANSFER I a� TO THE STRUCTURE. MULON CLIP FOR 1 B TU 6ES ANCHORS SWILL S AS USiEO.SNACED AS MOWN ON DETNU,SOMMENT B 0 COI-388 TO BASE MATU8AL 94UL BE BEYOND WALL CONE=(Mucco.TRE m). 6063-TANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROXI. a25 6000 A LOAD DRAW INCREASE S NASD IN OMM OF ANWOM INTO WOOD ONLY. L700 MATERIALS INCLUDING MJT NOT LIMITED 70 ST�1AL SCREWS,THAT COME INTO CONTACT WITH OWER DISSIMILAR MATERU88 SHALL MEET THE 4.BGO INSTRUCTIONS: ROM MEMS OF THE FLORDA MDG.CODE USE CHARIS AND GRAPHS AS FOLLOWS. ilia BA00 .125 ,STEP I DETERI6NE DENGN LARD REOUR@D PER ASCE 7 FOR PARRWWR OPENING. qn JAYAD AHAND PRODIICI'RHVLSOD •� 0 STEP 2 M (RAZING Mt000CT5 MEETIRi CML as aswnggYm6wM ftFbddA FLA.Ff. 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Awa ANE 1X / / AIGLE ° p 14 SAL& ° -•,° 3/ T., l 4• ULTRACON 8 h __-.L--- __ ': o q -....-C-' __ __T__ __ •eq. /3 .EMBED �Qj VV ANGLE • • •••• • • MULLION • - • 91 C 0000•• • • LAALpDN • • • • W 1ei11 0000•• • NOR •••••• • • • • �NRY gLOD� • • • • 1O 0R THY 1 B OR 20Y • • 14UL. 1 ••••• y�pp 212 MUWO1 WOW BUCK N • 6 iiMM711sjsjj 0000•• • •• • •°- •• •f112X1/Bb • 2x2x1/B• ••••• • Awu ••• ALuu araE :. q uuLUDtI 2 ALUMµ Q • • 2-s/S•LONfi '•• 2�/8•LONG 0000• • • • ••' • ° d J-a/B•LONG •. •••••• 1 I 1 —•-••--- Z • • ••I� • • ! 1 n a � 1 ,•o } N M 0 W, °' vO LAW MI0 � MAIL A74 .. Y1UL 1 - - O 2 SCREWS PER SIDE REQUIRED FOR 3•TUBE MULLIONS CLIP ANGLE ATTACHMENTS NOT APPLICABLE FOR IW TUBE HULL 2 SCREWS PER SIDE REQUIRED FOR 3"TUBE MULLIONS MAX B CUP ANGLE ATTACHMENTS NOT APPLICABLE FOR 1'X2'TUBE MULL wtRtrota 1 I 3 SCREWS PER SIDE REQUIRED FOR i 4•de V TUBE MULLIONS zx2x1/8• ' Lai &UMOLEAN I a I p 14&M.& 9;;:S jr -----------Ij 2/ANGLE 1 2000 j 1 MIN. ' 1 NOTCH ANGLES TO g O W la 0 1 I MSS NAME SOL 1 OR TRIM CdMO A'11•i0 PRODUCT RBV(SRD LyF FIA.PE 70892 awmptftwBhthe Pl0e1Ef 1 C • 1 a0 LL 35:18 Bm'Nl*Cada 15-04?448By �k[ • ° :° .a ' •.• UL 28201 pkodwd drawing no. .'a,$RL'u.• IDwULTRAM M95-13A 9fie9k 401 %,u { •••••••••••••••••••••••••••• ••• W•••OK •• •••••••• g ,4 7Ro '/ANGLE Nkm .•a e• a vml)r4x'�9 Ur&uUPoC MULL= MULLION CLIP MULLIONCLIP -----r------ ------ _ — /311r MM I. MWON CONCRETE OR IVY OR 20Y 1BY OR 28Y IP •••• VOO �K MULLION iQw g� MULLION 000 0 NaV 00 0 I smt• �1r �C •:'4••• • • 1 { .• • ° t 1 4. I I "-b-- F J•jn fig{ •• a • I I "� L.7�Og� 0:90 00 4 060 A ----- 1 I g MUWON I S 1 j I I I I 1 1 ---------------1 •• Ft --------------- NOTCH CLIPS G 8 m MARBLE 1LL SEE SHEET 1 FOR APPLICABLE MULLION CUP TO OR TRW 1BY OR 29Y TUBE MULLIONS AND FOR FABRICATION OPTIONS OF MULLION CLIPS FAr. PRODUCEMISMCIVIL 3g e FIA.PE 7088z BUIL Ftosth y 3 :•° .4• e d •�, I ° ' BWfimm' Pmdad dmwhlg no. PRk7CA,,•T1/4'W0.ULTRACON '• s`' ,—a/s•Ma.EMBEO M95-13A 4iui2 2015 e,ne•1 or 5 a PlACCESS HOLE WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WOW. SEE CF RT 4FmXt/q!lAtrtl� TUBE MULLION MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. • Goes •• ANCHOR NO.OF • • • • 1'YRICAI►.ANCHORS: sEE t Ltv FOR SPACWG Y4 �g ••••: TYPE IA'-�/4�WA. UL&ACON BY 'DLCO' (Fu-1TT K%FY-155 no W E C a ••.••• • . INTCy20Y WOAD BUCKS OR WOOD STRUCTURES - '--------'- •• . 1-1g:•%MN.-ENETRAnON INTO WOOD ' • THRU 1�Y KS INTO CONCRETE t I t4 X 3 4 FH SMS THIS SCREW BE / 000000 0000•e 1_1,i I�Q .oEMBED INTO CONCRETE INSTALLED IN DDDR i PER AT SM a ttw MULLION 00:60 • f • DHWMCN q�A,. i 2 PER CUP AT LARGER MULLIONS • TYPE B'-,j/4 NI. IrL�Ri4CON BY 'FICO' (Rn1TT KSL Fjw18S tqT) 00000 •*00060 DIRI;�A4 '%CONCRETE I • • • • 1-1/f•MIM EMBED INTO CONCRETE I i BION C •••••• 1/8'THICK ALUM CHANNEL ISY OR 20Y TUSES • • T}PE 'BH'-,14AA 61R•pLfRACON BY 'ELCO' (Fiw177 xK FJ-m Km) LENGTH TO FIT SNUG-//t H .• 0000 •• DIRrC"IRAQ HOLLOW BLOCKS INTO i o a •. : •••• 1-10/4" 111. EMBED INTO MASONRY ' Q 040490 •••• THR0•t�lT BACKS INTO MASONRY IR3 • a fee 1-1/4 MIN. EMBED INTO MASONRY ANCHORS DETAIL #1 z� •TYPE 'BF'- 14C A. uLTRACON BY 'ELCO' METAL TO MEAL CONW=ON p O_ / }� (Fl�177 KSI,F1ra1S6 ICSIJ 3 p DIRECTLY INTO FILLED BLOCKS o 1-3/4' MIN. EMBED INTO MASONRY 0 THRU ISY SKS INTO MASONRY 1-1/4'MIN. EMBED INTO MASONRY TYPICAL FORE DISTANCE INTO CONCRETE AND MASONRY - 2-1/2' MIN. i3 INTO WOOD STRUCTURE = 1" MIN. 116 INTO METAL STRUCTURE = 1/2` MIN. WOOD AT HEAD,SILL OR JAMBS SG a 0.55 MIN. CONCRETE AT HEAD, SAI.OR JAMBS Pe -30M PSI MW. C-80 HOLLOW/FILLED BLOCK AT JAMBS Ym 2DOD PSI MW. goy EnaDFM. moDDcr RBY646D PE 6 acanglyh*with lhtuFkdb N.15-o42o.os •H� NEREM tl8 b ��d��C drevrhtg rro. CCCCCJJJJJ M95-13A � en..t eT 8