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WS-16-170 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-252666 Permit Number: WS-1-16-170 Scheduled Inspection Date: February 16, 2016 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: FITTIPALDI,SANDRA Work Classification: Window/Door Replacement Job Address:285 NE 105 Street Miami Shores, FL Phone Number (305)562-6425 Parcel Number 1122310130500 Project: <NONE> Contractor: FLORIDA SOLAR&AIR INC Phone: (305)428-2555 Building Department Comments REPLACING 18 WINDOWS AND 4 DOORS Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-251376. BY ELLI Failed Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid February 12,2016 For Inspections please call: (305)762-4949 Page 24 of 38 170 Miami Shores Village P } �; od hu , 10050 N.E.2nd m 2d ANE afi�c75I�tG�f ".�M+tCotplope#t Miami Shores,FL 33138-0000 ' 305`795 2204 Phone: ' „ ont7rt'St°S APP1*1011 �LNARt11�' / £ �. 3 � � Expiration: 07/30/2016 lssc�e Date:' '1l�t}1k,. f, }* Project Address Parcel Number Applicant 285 NE 105 Street 1122310130500 SANDRA FITTIPALDI Miami Shores, FL Block: Lot: Owner Information Address Phone Cell SANDRA FITTIPALDI 285 NE 105 Street (305)562-6425 MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 26,456.00 FLORIDA SOLAR&AIR INC (305)428-2555 (786)344-5151 Total Sq Feet: 0 Type of Work:REPLACING 18 WINDOWS AND 4 DOORS Available Inspections: No of Openings:22 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:7 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $16.20 Invoice# WS-1-16-58408 DBPR Fee $4.80 01/21/2016 Check#:3435 $50.00 $343.80 DCA Fee $4.80 Education Surcharge $5.40 02/01/2016 Check#:3539 $343.80 $0.00 Permit Fee $320.00 Scanning Fee $21.00 Technology Fee $21.60 Total: $393.80 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. Futhermore,I authoriz he above-named contractor to do the work stated. February 01,2016 u horized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy February 01,2016 1 Miami Shores Village �,F'gjD Building Department JAN 2111 09 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 BY: Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 201 s-t'( BUILDING Master Permit No. WS 16— PERMIT APPLICATION Sub Permit No. .\nBUILDING ❑ ELECTRIC ❑ ROOFING _ ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑ELUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ Q-IANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 27S Ke, 05- Sk• City' `MiamiShores 2 County: Miami Dade Zip: Folio/Parcel#: 1� 2231-0\J—0200 Is the Building Historically Designated:Yes NO Occupancy Type: Load: CConstruction Type: Flood Zone: BFE: F�FE: `J OWNER:Name(Fee Simple Titleholder): �)a�d�A l�'�,J7G( ) Phone#:�®b 5/�o2 69 25 Address: 2-6 `�r, rp IDS Y 2 City: tra I t 1�0 i State: �(— Zip:3 3 1& Tenant/Lessee Name: Phone#: Email: CONTRACTOR: �Company /Name: n(X) 6\GC Phone#: Address: 1 I{ I Z. o ► 11rG1m�41� ���( City:—Wo (A V, State• "� ['�� Zip: ( �'� Qualifier Name: I e (.11yl I i I U��1�'I+yf Phone#: State Certification or Registration#: S CC- \,'� 1 51� Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: � City: State Zip: Value of Work for this Permit:$ : //W, L4 5/_� Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: 1 Specify color of colour tthru tile: Submittal Fee$ Permit Fee$ Z20- Q CCF$ V6 2�0 CO/CC$ Scanning Fee$ �� ` 11 Radon Fee$ q' 9� DBPR$ �I' 50 Notary$ Technology Fee$ Training/Education Fee$ 5, 40 Double Fee$ , Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS,HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature , Signature OWNE or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of [ � 20 1� by day of I �C �° 20 by ';WbZ I-TPALb"who is personally known to ALE K WS ` EL(E? ,who is personally known to me or who has produced FL D C as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: 1f' Print: G17 C /// Ike(II) Seal: ;�q '84h: OTHY GALLIVANSeaYpy l: TIMOTHY GALLIVAN MY COMMISSION S FF 109817 ` EXPIRES:May 12,2018 _*; += MY COMMISSION#FF 109817 Bonded Thru Notary Public Underwriters ': '� EXPIRES:May 12,2018 �d ,g, Bonded Thru Notary Public Underwriters APPROVED BY Plans Examiner Zoning Structural Review Clerk I Florida Solar 8 Air:Inc.' ,k i�:. 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A27attTay.mey YaiT, p - CantraPdCe: `ftiffTOTALORICE-faaa.LOW end klaleneleB :+Cdwa.Q OtrYn,PeylpW(]0$:daen) S,'��.�'oOP.:00. rBaiea aalancn'payebra &,Y „b:r6. 0 �Tutel.Cpafua,Piide 'S.ZG•'�IJ'6 Cutltlmerwrftifmiftft t gaymmlt:datrUpon.eanp%ffmm9w. were aito(TES'oi NCfOmiBl eiee,a.tc.eppryfotflneniingoElhe aborgtieJmxe Pav✓wN S.yas la,ewaUam fma!aing :and: reia,ed aaamiet,t- - R�eelo!'W Flnal Paement•yRot receiat of Ma)'yaynreu;•/)am Napectwn eAt yetaro bommdNatei521 FSn.dlWifi s .tim,ulacw er d'wm!mNv: , 31 FSA:ww fror.7e Oener.a FmN Waiver•mM'ReNmeL`on.ana.CenraeloY,a'.F11ipI,AladaJU to.Cwner,eudranaauyaegyat'tu_po'tama N CaaWet.713: FIaWln szawes:(MSP t BUYER'S Rap"T'OJ:'-C=ADICEL 7tda 4 d hmu saUc"m"Ia;wW ff, qo'do mlv mft nm�Yaotl►:ei eanksB.'Fau inaY na!,FOt Ude agtdmiwd lir proriding:wiFltlBn nodcd loathe�eiwr N purser•by Idtearmnr pt by t°u911w 1pusl,hxtlWa tlrnt;yon de,tOrwtill par 9?e+w W•a res,and.aWM be deUrmoA;aFPe.mwdmd'.tidrore m[gNslq;irtlw w bueNeu py•anar'ydu e1gn;Yhla og5aomen4;n.rua cancel.pus^:agraommrc the seanr.may ncl keep aU :Clrt.of em dull ;'pnppq(,4 Bea"atieched'Snodea:ot emmedatlaI.n:toi m tananeo'.ortllo M WrtNEaB WItEREOG;tee Petdee:lineto hma'a>�aiteil.INd'.raoaad..unVotitie4'eE tithe.ddY.�dyamf6eiabove.igillofi:, . HMarer-tl FBA er .rr/� /Yv.Gev' ,ypoaesfa..+l (ate 1. NOT6.OWA619 pssoelet30 .Nartro: YES-'( •) NO A' r } 3 �= ai001',r r A ( f/ _ R 'A,., Clerkts File No.: 2015 R 793601, Group: FP-ar CFltt:20150793601 BOOK 29891 PAGE 2797 DATE:12/16/2015 10:22:23 ARA DEED DOC 2,133.00 HARVEY RUVIN,CLERK OF COURT,MIA-DADE CTY TH1s m1STtmUlWwr PREPARED By GREG HERSKOWI'fZ,ESQUIRE THE HERSKOWITZ LAW FIRM 9100 S.DADELAND BLVD.SUITE 908 MIAMI,FL 33156 Property Appraisers Parcel Identification(Folio)Number. 112231-013-0500 SPECIAL WARRANTY DEED _........„._. SPACF.ABOVE Tnit5 LMB FCR RE,CORDINQ DATA THIS SPECIAL WAJM4N'TY DEED, made the/ dry of .__.._., 2015, by William Harbour,a married man,whose address is 5701 Biscay=Boulevard,Suite CS-1,Miami,Florida 33137 hereinafter called the"Grant"to Jorge Macao,a single mart and Sandra Fittipaldi,a singic woman, as Joint Tenants with Right of Survivorship,whose adds is 285 NE 105 Street,Miami Shores,Florida 33138,hereinafter called the"Grantee": (WAwrever used herein the terms"grantor"and"grantee"fnchde all the parties to this t"Innn a and the heirs,legal representatives and assigns of 1ndMdkiah,and the successors and=dgns a corperatfons) W t T N E S S E T H:That the grantor,for and in consideration of the star of TEN AND 0011 GO'S(1+10.00) Dollars and other valuable considerations.receipt whereof is hereby acknowledged,hereby grants,bargains, Seib.aliens,rcmiscs,releases,conveys and confitms unto the grantee all that certain land situated in Miami- Dade County,State of Florida,via.: West 1/2 of Lots 16,17 and 18,Block 13,First Addition to Pasadena Park,according to the Plat thereof,as recorded in Mat Book 6,Page 82,of the Public Records of Miami-Dade County,Florida. Subject to easenwats,restsicttons and reservations of record and to tares for the year 2016 and thereafter. TOGETHER,with all the tenements, hereditaments and appurtenari s thereto belonging or in anywise apperwring. TO HAVE AND TO HOLD,the same in fee simple forever. This properly does not constitute constitutional homestead of the Gtnntur(s)and is not adjacent to or contiguous with Grantor(s)homestead. AND,the grantor hereby covenants with said grantee that at the time of delivery of this Decd,the Larnd and other rights,title and ingests herein conveyed we 8ree from all encumbrances ran&by Grantor and warrants and will defend the title to the Land,and all other rights,title stud interests herein conveyed,against the lawful claims of Grantor and all persons claiming by,through or under Grantor,but against none other whatsoever. rinq issues viewinqint Lf�a��_ CFN: 20150793601 BOOK 29891 PAGE 2797 DATE:12/16/2015 9 0:22:23 AM DEED DOC 2,133.00 HARVEY RUVIN, CLERK OF COURT, MIA-DADE CTY (T's yHy1�L7('�I�p'w�b[7,,1(��5`eL{314{;Gy,k{'T P1��-+[,sC-J7g�lj'�4�iD B i THE HERSXOWITZ LAW FIRM 9100 S.DA.DELA.ND BLVD.SUITE 909 MIAMI,FL 33156 Property Appraisers Parcel Identification(Folio)Nurnber: 11-2231-413-0500 SPECIAL 'WARRANTY DEED SPACF ABOVE TI IM LM POk RF-CORDM DATA THIS SPECIAL WARR,4NT Y DEEDt made the tfday of _ �� , 2015, by William Barbour, a married man, whose address is 5701 Biscayne Boulevard, Suite CS-1, Miami, Florida, 33137 hereinafter called the"Grantor"to Jorge Maceo,a single man and Sandra Fittipaidi,a single woman, as Joint Tenants with Right of Suruivoiship, whose address is 285 NE 105 Street, Miami Shares, Florida 33138,Hereinafter called the"Grantee": (Kerever used herein the terms "grantor"and "grantee"include all the parties to this insint ent and the heirs, legal represenialives and a rsigm of indivsduaf s,and lire suecesswn v and assigm of`, wparuations) W 1 T N E S S E T H: That the grantor,for and in consideration of the Stag of TEN AND 0011 00S(S 10.110) Dollars and other valuable considerations, receipt whereof is hereby acknowledged, hereby grants, bargains, sells,aliens, remises,releases,conveys and confirms unto the grantee all that certain lurid situated in Miami- Dade County,State of Florida,vii.: West ll2 of Lots 16, 17 and 18, Block 13, First Addition to Pasadena Park,according to the Plat thereof, as recorded in Plat Book 6, Paige 82, of the Public Records of Miami-Dade County,Florida. Subject to easements, restrictions and reservations of record and to taxes for the year 2016 and thereafter. TOGETHER with all the tenements, herealitarnents and appurtenances thereto belonging or in anywise appertaining, TO HAVE AND TO HOLD,the same in fee simple forever. This property dotes not constitute constitutional homestead of the Grantor(s)and is not adjacent to or contiguous ovith Grantor(s)homestead. AND,the grantor hereby covenants with said grantee that at the time of delivery of this Deed,the Land and other rights,title and interests hGrein conveyed are free from alt encumbrances made by Grantor and,warrants and -"I defend the title to the Land, and all other rights, title and interests herein conveyed, against the lawful claims of Grantor and all nermns e1nimino by thrnyiah nr L7nrL-r Cim"tnr hitt anstnat nnnA nahar FAN ---- 'D 1 201 N pyp�QQ �� QOQO a clou Y OOno b B N I'M ��n °��C NF1�:z mCa xma �eoC mea $xma mc � s=& NIks .. nNitt �A�Ca pEQ E q ri�nmo �a0 Ex <O —yy�n .'i Gina C� AS co 4 An T� O NNnY nz F'.a�z $,nd ddii E x' $ o LA l9 y01 qpqp mpp AAMO d.7Fnz N � m d g n C g AA ~ aZ w p ~ m $ 3 � m x� LFrO '� �xm� E xH N a 2,6 a 5- X o $ oog g~ X g 118-t •xx'�' M + v5 (V ' $�m-� nI.S. xa. k4 i of s b UJS (6 1 C1 L m � 17 kc. • . •• • d Miami Shcres Village PROVED BY DATE • •r• ••. .•• .v• . . : 7r '�,N10 DEPT .. . • . ) s • 1 •.• • • • • •.. . .` 10 �:P,I I_�'TICE WI rri AL1 FEUER/1L s • • • • .• • • • C.i_�i�i (,tel L_:r�c\^1D RFGULq�O�1S 5 a Specialty Engineering Consultants,Inc. �tuE.. a 5 1580 SW 30 Avenue,SuBe#20 i�x '� Wind Velodtea In Booth Florida Boynton Beach,FL 334325 j +z Dade Brmvenl Palm Beach FL.CA8008217 Risk Cal l I65 I% 156 I.ow risk-to humeri forms sheds 5 J, Risk CaL 2 175 170 170 sinl.FatuityResidences ((r��,�.„ (�� Ri�CaL 3&4 186 ISO 180 Essential Facilities P:-q h�\cur� '""Y� Intetuctlo end Wn0a8o of Use YYY i Charm provide wind assures Dosed on the mean root ht Aral shell not exceed 00'-0•. 2 n reasuree are for an enclosed shultere or other M q resistance protection required). V(mph) 175 1620 F13C for HVHZ,or Fig 26.5-1a 3 User shell detarmtae the mean roof h ht, Eave height.Roof Peak Riak Category 11 Table 1.5-1,page 2 4 End zone dmtance m the lessor of 10%of le 10%of widthor 40%of the mean roof h M and not less than 3'40• E,posme C Section 26.7 5 If SWA of a component m Ina partcular zone then that component Is considered to be In zone with the ma[ordy of the area.It questonable then plam In Zone 5 Kd 0.85 Table 26.6-1,page 250 6 Each emponent window,door,mullion has a tribirlmy area that Is area to be used.Area of components to rounded down but shall not be less than 10 sf. KA I Figure 26.8-I,page 252 7 For NOA's that require a Kd=1.0 then multIply the values[Wed herein by 1.18. GCpi 0.18 -0.18 0.55rstress assures are based on Allowable stress d n. pitchofrmf 3/12 14A degrees 0 n res Ueted harem are valid for res B and C erW a re D.max roof h ht 30 drew 14.0 degrees 10 Charm and values listed hereto are only valid when signed, and sealed by Gary Me le PE 855214 or Mark LeBlanc PE#35683 11 yllhtd d n reseures ere calculated In accordance with ASCE 7-10 Method 2 12 No reductlon Is taken for slopes less than 10 degrees. Area of t Area of colo t A-foornponern Area ofcorapones Area ofcmuponent Area of Area of Area of Area of Area of cum Area of colo Meeh Roof 10.0 sf 15.0 sf 20.0 sf 25.0 of 30.0 of 35.0 of 40.0 sf 45.0 sf 50.0 sf 55.0 of 60.0 ff Ilei Zone 4 Zane 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 40.1 40.1 38.8 38.8 38.4 38.4 37.9 37.9 37.5 37.5 37.1 37.1 36.7 36.7 36.2 36.2 35.8 35.8 35.4 35.4 35.0 35.0 15 -43.4 -53.6 -42.2 -51.3 41.8 -50.6 -41.4 -49.8 -41.0 49.0 -40.6 -48.3 40.2 -07.5 -39.8 -46.8 -39.4 -46.0 -39.0 45.2 -38.6 44.5 40. 39.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.6 37.6 37.2 37.2 36.7 36.7 36.3 36.3 35.9 35.9 35.4 35.4 16 44.0 -54.4 42.8 -52.0 42.4 -51.3 42.0 -50.5 41.6 49.7 41.1 48.9 40.7 48.2 40.3 47.4 -39.9 -46.6 -39.5 45.8 -39.1 45.1 41.1 41.1 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.8 36.8 36.3 36.3 35.9 35.9 17 44.6 -55.1 43.4 1 -52.7 42.9 -51.9 42.5 -51.1 42.1 1 -50.4 41.7 1 49.6 41.3 1 48.8 40.8 1 48.0 40.4 47.2 40.0 46.4 -39.6 1 45.7 41.6 41.6 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.7 37.7 37.2 37.2 36.8 36.8 36.3 36.3 18 45.1 -55.7 43.9 -53.3 43.5 -52.6 43.0 -51.8 42.6 -51.0 42.2 -50.2 41.8 49.4 41.3 48.6 40.9 47.8 40.5 47.0 -40.1 46.2 42.1 42.1 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.7 36.7 19 45.7 -56.4 44.4 -54.0 43.9 -53.2 43.5 -52.4 43.1 -51.5 42.7 -50.7 42.2 49.9 41.8 49.1 41.4 48.3 41.0 47.5 40.5 46.7 42.6 42.6 41.2 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.0 38.0 37.6 37.6 37.1 37.1 20 1 46.2 -57.0 44.9 -54.5 44.4 -53.7 44.0 -52.9 43.6 -52.1 43.1 -51.3 42.7 -50.5 42.3 49.7 41.8 48.9 41.4 48.1 41.0 47.2 43.0 43.0 41.6 41.6 41.2 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.5 37.5 21 46.6 -57.6 45.3 -55.1 44.9 -54.3 44.4 -53.5 -44.0 -52.6 43.6 -51.8 43.1 -51.0 42.7 -50.2 42.3 49.4 41.8 48.5 41.4 47.7 43.4 43.4 42.0 42.0 41.6 41.6 41.1 41.1 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 38.8 38.8 38.4 38.4 37.9 37.9 22 47.1 -58.1 45.8 -55.6 45.3 -54.8 -04.9 -54.0 44.4 -53.2 44.0 -52.3 43.6 -51.5 43.1 -50.7 42.7 49.9 42.2 49.0 41.8 48.2 43.8 43.8 42.4 42.4 42.0 42.0 41.5 41.5 41.0 41.0 40.6 40.6 40.1 40.1 39.6 39.6 39.2 39.2 38.7 38.7 38.3 38.3 23 47.5 -58.7 46.2 -56.2 45.8 -55.3 45.3 -54.5 44.9 -53.7 44.4 -52.8 44.0 -52.0 43.5 -51.2 43.1 -50.3 42.6 49.5 42.2 48.7 44.2 44.2 42.8 42.8 42.3 42.3 41.9 41.9 41.4 41.4 40.9 40.9 40.5 40.5 40.0 40.0 39.5 39.5 39.1 39.1 38.6 38.6 24 48.0 -59.2 46.6 -56.7 46.2 -55.8 45.7 -55.0 45.3 -54.1 -44.8 -53.3 -44.4 -52.5 1 43.9 -51.6 43.5 -50.8 43.0 49.9 1 42.6 49.1 44.6 44.6 43.2 43.2 42.7 42.7 42.2 42.2 41.8 41.8 41.3 41.3 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 38.9 38.9 25 48.4 -59.7 47.0 -57.2 46.6 -56.3 46.1 -55.5 45.7 -54.6 45.2 -53.8 44.7 -52.9 44.3 -52.1 43.8 .51.2 43.4 -50.4 42.9 49.5 45.0 45.0 43.5 43.5 43.1 43.1 42.6 42.6 42.1 42.1 41.6 41.6 41.2 41.2 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 26 48.8 -60.2 47.4 -57.6 47.0 -56.8 46.5 1 -55.9 46.0 -55.1 45.6 1 -54.2 45.1 -53.4 -44.7 -52.5 44.2 -51.6 43.7 -50.8 43.3 49.9 45.3 45.3 43.9 43.9 43.4 43.4 42.9 42.9 42.4 42.4 42.0 42.0 41.5 41.5 41.0 41.0 40.5 40.5 40.0 40.0 39.6 39.6 27 49.2 -60.7 47.8 -58.1 47.3 -57.2 46.9 1 -56.4 -46.4 -55.5 45.9 -54.6 45.5 -53.8 45.0 -52.9 44.6 -52.0 44.1 -51.2 45.7 45.7 44.2 44.2 43.7 43.7 41.3 43.3 42.8 42.8 42.3 42.3 41.8 41.8 41.3 41.3 40.8 40.8 40.4 4%%% !f39 28 49.5 -61.2 48.2 .i -r7.7 -5f7 7.2 -56.8 46.6 -55.9 46.3 -55.1 45.8 -54.2 45.4 -53.3 -44.9 -52.4 44.4 46.0 46.0 44( 44.1 •• .1• •44.1 •13•.6 43.6 43.1 43.1 42.6 42.6 42.1 42.1 41.6 41.6 41.1 41.1 40.7 ° °'. 29 49.9 -61.6 4A�5 -5 • -48.0• •_5 • 47.(• -57.2 47.1 -56.3 46.6 -55.5 46.2 -54.6 45.7 -53.7 45.2 -52.8 -04. ® �.e•• ° °®�` 46.3 46.3 44.9 44.9: ••4�.4 44j 4399 43.9 43.4 43.4 42.9 42.9 42.4 42.4 41.9 41.9 41.4 41.4 40� 04@.9 40.5 40. •�ONOj 30 -50.3 -62.1 -485• "A 48.4 -58.5 47.9 -57.6 47.4 -56.8 47.0 -55.9 46.5 -55.0 -46.0 -54.1 45.6 -41re� 1152.3 P • " 1 dp ••• • • • • � •• • • • • �,�� f I •//yyam•� � STAT . �N •�• i i • •i• i • i ,,��I ��NAt.E • • • i •• rr • • • • • •• I'A"qq 1 f�y ••• • • • ••• • t MIAMI•DAD MIAMI--DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 1 l W5 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.wiawidad&Vv/*c*nomy_ eov/economy CGI Windows&Doors 10100 NW 2r 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 atter 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. u DESCRIPTIO_ N:Series"Sentinel 130"Aluminum fixed=_Window-L.M.L APPROVAL DOCUMENT:Drawing No.W10-02,titled"Series Sentinel 130 Alum Fixed Window (L.M.I.)(S.M.L)",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 Impaet 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_eat►ire.NOA-shall be provided to the user by the manufacturer or its distributors and shall be available A,insgq*ptj*pK*at the jpl,sibe.at the request of the Building Official. This NOA revises and renews NOAR 1&0731=4dd toj *Vof this page 1 and evidence pages E-1 and R-2,as well as approval document mentioned above. The submitted documentation wan re yipyved 1 ►Manuel Peri x,p,E. 00 • •• NOA No.15-0413.03 I+ItAMFDADE co {ail 1f ! Expiration Date: September 22,2020 Approval Date: June 25,2015 . - Page 1 . ... 000 0 . . . . . . . . . . . .. .. . . 0 .. .. CGI Windows&Doors NOTICE OF ACCEPTANCE: - EVMKNCE SUB1VfTMI) A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.W10-02,titled Series Sentinel 130 Alum Fixed Window(L.M.I.) (S.M.L),sheets 1,1.1,2,3,4,5 and 6 of 6,dated 01/30110,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)Lairge Missile Impact Test per IBC,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: l)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,DurasealO and Super SpacerO insulating glass spacer,prepared by Certified Test Laboratories,Test Report No.CTLA 3056 VM,dated 03103115,signed and sealed by Ramesh C.Patel,P.B. 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,DuraseaIO 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. 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'rest Laboratory,LLC,Test Report No. HTL-0080-0103-10,dgcd.03f 30110,signgi and sealed by Vinu J.Abraham,P.E. (Submitted underlVOAAro 1X#510,13) .. ... .. . . . .. • ... ... ... ... . Manuel P.E. : : 0 0: : Product Cont 1 miner •' NOA N 0413.03 . .. .. . . .. . . 0 0 0 0 a Expiration Date: September 22,2020 Approval Date: June 25,2015 ... . . . ... . . ... . . . ... . . CGI Windows&Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-54' Edition (2014), dated July 18, 2014, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA No.14-073LOS) 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"DuPoint SentryGlasg Interlayer" dated 08/25/11,expiring on 01114/17. 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 12111/16. 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-P 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 NDA No.]0-0510.13) 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 13.0.P' fur mpm npd.W11dow — L.M.I. approved on 10/16/14 and expiring on 09/22115. ' ' ' ' ' • . .. . . . . ... . .. ... .. . . . .. • •.• •a• w.• •.e . Manuel Per ;3.103 E. . . Product Control Eer ': :. ' :� : . ' �. : : NOANo.1 Expiration Date: September 22,2020 Approval Dot=June 25,2015 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . �- RrrV Pu�tcE DTM BUCK�WIDTH FLANGEE WIDTH TYPICAL 9UNMIONS 0 ` D.L. OPO. �m y D.L.OPQ. DL OPO. � B-MAX. 18-MAX N CORNS A SSi m At �- �� �q,� ANCHOR SPACING SHOWN HEREIN APPLICABLE p� TO FLANGE AND FLUSH FRAMES. SEE SHEET 1.1 FOR FIN FRAMES. lllld `h�u�' d ILII � ,I IhI Q II II II II So $$$ II ll ��6 11 I I I I 11 II 11 00 a�+ II II II II II II II II C� II II II II C 11 II II II II II '� aB• BIM WIae• aa•TH SM WIDTHLu BUCK WIDTH TYPICAL ELEVATIONS D.L.OPO. D.L.OPO, D.L.OFG. S'NAI. 10•MAX. m , tX)RNERS m Cll f3• d h 1 It d It V n u n u n u u n n u u u n u n u n u -- J - 1i---- -- J 1---- ---JL------iL--- 98• BUCK"M n u l u n u D.L.OPO. 11 JL__'I __JL -1 • �1 a -! n u -! n n 1� /� • • 0000 II it 0000 P it li II II d/ • 01I NI • � - I I I I � II 11 �� •►t _-_=II-____ _ 1!____.._11____ ___ L______Il---. • ••• • ---�el1r--- • � .-=-li-----it--- n •ii • • 1° n li � ii ii ii ° _ ii • • ii •Iw0••• u • :0 4 I I• IIt = -- �41=aoo ooa ---1p omlIP 0004 •• • • • • • •••••• FALSE MLMNS B.MAX I 16. NM • (SURFA9E APPLIED) �11MAI. S'MAI. 1g•MAX k- • •••• • :00::e ••••• pPnONAL SiiWOHT HEAD/SILL STRAIGHT CORNERS SIDES o�U+ •••••• SIDES COR LTA SIDES C CR!} • 0000 0000 • • • • 0000 FIN FRAMES R ALTERNATE SHAPES AS SHOWN ON SHEET 1 ALSO AVAILABLE FDR FlN FRAMES p1 2gig C V O W gW [j���L LL PPROODIm��g mD lmldeFlA PE 1 7�2 Building CodaCAN. B Awaptence 1Vo�Lia ion Dale 2015 s I§adoct dmwing no. W10-02 sheat 1.1 of g DESIGN LOAD CAPACITY-PSF DESIGN LARD CAPACITY-M W FLANGE DIMS. 811CK DIMS. GLASS TYFES'C'&'CI'CLASS TYPE'D'Qbl' FLANGE DIMS. BUCK DIMS. CLASS TYPES'C'k'CI'CIA99 TYPT31'D'h'Dl' i WIDTH(W)UNOTH(L)WIDTH(W)Mm(L) EXT.(+) 1w.(-) -(+) 1Mr.(-) WID1H(Y!)LENGTH(L)Wom(Y!)L04M(L) OR.(+) IKT- IXf.(+)' IMT.(-) 24' 2r 80.0 SOA 80.0 80.0 24' 2r 80.0 80.0 BOA 60.0 30' 28' 80.0 80.0 8130 no 30' 114' 20' 113' BOA BOA 80.0 BDA L 38' 36' fIDA no 80.0 800 38• 36' 73.0 73.0 80.0 80.0 � 42" 30. 41• �. solo 80.0 80.0 80.0 41" 40' 01.4 61.4 60.0 80.0 48° 4r 80.0 80.0 80.0 80.0 24' 23" 80.0 80.0 80.0 80.0 84' B3' 80.0 Bolo no 60.0 307 120' 28' 118' 8130 80A 80.0 BOA 00' 09' BOA 60.0 60.0 80.0 36' 35° 72.4 72.4 80.0 60A 01' 00' 60.0 80.0 80.0 80.0 30' 30' 85.5 65A solo 80.0 g 24' 23' ..60A _80.0 _� BOO 80.0 24' 23' 80.0 BOA 60.0 80.0 ' i*p0 WIDTH MID LENGTH DIMENSIONS CAN BE ORIENTED 30' 29' 00.0 BOA 840 80.0 �' 121' �� f20' 80.0 60.0 80.0 BOA VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE 38' 35" 80.0 80.0 80.0 80.0 38' 35' 72.3 7213 80.0 60.0 42" ll�. W 41' 47' 70.2 70.2 84D 80.0 39" 36' 08.8 65A BSO 60.0 _1 40' 4r 6113 81.3 80.0 no a 94' BS' 61.3 61.3 no 00.0 DIMS 60" . .89' 61.3 6113 840 80.0 • o1' • • 61.3 61.3 90.0 60.0 DEMON LOAD WACM-PEP • •AQP• 23° • VO4" 80.0 840 80.0 FLANDE DIMS. I7OCE DIME. GLASS 75PE8'C'.'Cl' OLASB 7'YPbB`D'e'DS' FLANGE FRAME • 30'0 .. .7�: • solo 00 60.0 WIDTH LENGTH(L)WB>1H M LENGTH(L EXT.(+) 1NT.(-) EXT.(+) INT.(-) • •N6'. . 3510 • 80.0 00 80.0 18-1/6' 18-1/0• 80.0 a" 80.0 BDA RMOE DMS • 42• 00. 41• 59�• 70.2 80.0 60.0 28-1/2• 25-1/2' $0.0 IDA solo BOA 48' 47' 81.3 no 80.0 37• 38' !IDA 60A 8130 a" CK DIMS • •.�,. •• •�i •• 54.3 72.6 72.9 48' 2r 47• �• 60.0 AA 80.0 80.0 •Owe . nip .. 4S8 68.1 05.1 83-1/8' 52-1/6• solo no 50.0 solo80' 454 138,1 1 86.1 81' 00' 80.0 80.0 o aoA a 24' • •43f1 • 60.0 80.0 840 80.0 19-1/8' la-1/8' solo 60.0 60.0 80.0 EQUAL LEG FRAME G ..�0 • �• • G&O 80.0 no wo 28-1/2' 25-1/2' 60A solo BOO solo 4444�ZZZ""""II� • 913'0 38' •• .890 80 0 840 80.0 3r 38^3/8• 38' 37-3/8' solo 840 BOA no • • 044'* 72' 4/i 710• 70.2 no 80.0 4B' 4r 77.1 77.1 80.0 00.0 CK I a� 48' •• •ab 01.3 61.3 BDA 8130 63-1/8° 52-1/8• 77.1 77.1 66.o no � f$ Be ' 11 e3• ; .� 54J 72.5 72.9 a1' 60' 77.1 77.1 no 6130 I • .A4 • •w • 16.E 44,0 0011 86.1 18-1/6° 18-1JB° 110.0 80.0 IDA 80,0 0�� 61' ' • 48.0 46.0 84.0 84.0 28-1/2' 28-1/2• BOA no 80.0 80.0 24' 23' no 60.0 640 80.0 37' 50-6/11• 30" 80.0 BOA 80.0 80.0 FIN FRAME 30' 26' BOA solo 60.0 80.0 40• 4r 49-0 . 6113 81.3 60.0 solo 36' 35' 76.2 78.2 80.0 80.0 53-1/8• 52-1/8' 58.0 58.0 77.4 77.4 BUCK DIMS 42' 84. 41' �. 70A 70.0 80.0 80.0 61" 60' 6810 86.0 77.4 77.4 - 40' 47' 81.3 01.3 80.0 80.0 75-1/4' 74-1/4' SOD 58.0 77.4 77.4 R 84' S3' 84.3 54J 72A 728 63-3/4' 92-3/4' Bob 6&0 78.6 78.6 ANG ADAPTOR-FRAME �ty R 86' 88• 624 52.4 BOA 69.8 10-1/8' 18-1/9' 80.0 BOA 90.0 80.0 'Se 24' a3• no 80.0 80.0 80.0 26-1/2" 28-1/2' solo 80.0 940 Sao FLANGE DIMS 30' 2r SMO 80.0 040 80.0 3r 36" BOA 80.0 W.0 no 38' 97• 36° �. 7&8 75.8 BOA 80.0 46' 47'47' 8r 01,361.3 80.0 80.0 42' 41' 6S2 65.2 80.0 60.0 63-1/B' 52-1/8' 55J 65.3 73.7 73,7 NOTE: 48' 47' Bas 6o.s solo no st' w 48.0 48.0 84.0 84.0 GLASS CAPACITIES ON THIS SHEET ARE a 6 g 40' 48' 59.6 59.6 solo 80.0 78-1 4" I 74-1 4• 4913 46.9 61.9 51.9 BASED ON ASTM E1300-09 3 SEC. GUSTS) 24' 23• no no I no 80.0 19-1/a' 1e-1/8• BOA 60.0 Bo.D Bao AND FLORIDA BUILDING COMMISSION 30' 139• Bolo 1 no Sao 80.0 26-1/2° 28-1/2• BOA Bot no no DECLARATORY STATEMENT DCA05-DEC-219 l• 36' fol' 38" 101' 74.8 74.0 840 80.0 37• 3s" 7S9 7S9 80.0 8130 aea PRODUCI•ARVISM) 42' 41' 69.7 65.7 00.0 80.0 48" 7B" 47' 78' 0113 61.3 80A 80.0 RA,p�70892 as OY9�8 ns with ON Florida c I 46' 45' 59.3 09.3 Bao 80.0 83-1/8• 52-1/6' 88.3 66.3 73.7 73.7 y AtmpW=No 24' 23" 80.0 60.0 840 80.0 1 61' BO' 1 1 49.0 46.0 1 64.0 84.0 mxg muft"Data $ 8jj 30' 29' 80.0 no 8130 80.0 By O 3s' ROB' 30' 107' 739 73.8 Bao 80.0 ANCHOR SPACING TO BE AS PER SHEETS 1 & 1.1 015 Mu dmWing no. 42° 4r 62.4 82.4 solo 60.0 4; W1 0-02 44' 43' 59.1 19.1 80.0 8130 ahOet 2 of 8 3/18'ANN.GLASS 3/18'HEAT STREN'D GLASS 4 u 075`Uderlaayyeer 075'Inter n 7 SaRsx CP WRh PET Core SaRex CP With PET Core c� By Eoalnron Chamlaol Co.' 0 Eashnan Chemical Co.' 31 OR 090'9derlayer 080'Intarlayar Satiex Cleo r And Color Glass SaRex(Sear And Color Glass ByTasimon Chemical Co.' 9y'Eashman Chemical Co.' OR OIR 080"Interlayer .090'Interlayer I DuPont SentrAj= DuPont SontrAtas By 'E.I.DuPont De Nemawe&Co., Inc:� By'E.I.DuPont Do Nemours&Co.,Inc.' 0"mwi A WW DuPont Butoolto PVS DuPont Butoo PVB By 'E.L DuPont De Nemoure&Co.. Inc.' By'E.I.DuPont De Nemours&Go., Inc.' �(4 It 3/18'HEAT STREN'D GLASS 3/18'HEAT STRFN'D GLASS F m !1! SILICONE I SILICONE GE 12M E3 1 f� OE CORN No 898 n &1 1 II I! DOW DORNINO 899 • • • i� WN CORNING 998 DOW CORNING 988 • • •• • • 1'II !I • • 9i A}1/4 NT8 ON LTTES AT 1/4 PONT9 ON LRES • • _!!.`. SER THAN 36' WIDER THAN 38' j • •••• ---- �L • •0•• • • K�IB•MR18.9 LAM�OLAS�1 7/19.oven LL LAY.GLOW {g ..0a -- ---- (L M.I. & S.M.I.) qy QQ • • •. •.: 1/0:lidgGLSS Vie" HEAT 9TREN'D MASS M • •••• M • • • •••• ICIDHpy�r 078'I az J • Soilex CP 191th PET Core SaRex •••• CP th PEf Core z ri • • •••• astman Chemlel Co o .' 'Easman Chemled CO.'...... o�R`EoR tg • • • •e090'Interlayer OBO'I • So"Clear Aril Oct.of. SoRex Clear nterlryar And Color Glave aye O • •••• •••• • Eastman Chemical CO.' By TAstrrmn Chemloal Co.' / v^ •SPACE OR 3/B90" 'AIR SPIE � 0Interlayer TAG-Interlayer SILICONE DuPont SentgGloe DuPont Sud"I e 3/19'HEAT STREN'D GLASSBy'E.L DuPont De Nemours&Co., Ina' o T.I . DuPont Do Namoure&Co., Inc.' GE CORNING 888 080'IMerloyar 3/18'HEAT MEWD GLASS 090'Interlayerj DOW CORNING 985 DuPont ButooRB DuPont ButocRe PVB i By'LL DuPont De Nemours&Co., Inc.' By 'E.1.DuPont De Nemaure&Co.,Inc.' 3/18'HEAT STREWD GLASS 3/16'HEAT STREN'D GLASS M ii it jj C R bi !I! 8 Y4 F SIUCONE SILICONE OE 1200 GE 1200 DOW CORNING 698 yI i'! 00 CORNING 899 SILICONE DOW CORNING 995 y ! I DO CORNING 998 GE 1200 N Lh d Yt I !1 v F5 Y1 Ij ! DOW CORNING 1198 a a M H �! 11 �I jl!I DOW CORNING 990 g d 9 XL EDGE SPACER XL EDGE SPAM I! I! 11 I! I!I! o n w n Ea I! i! i! ST,STEEL BY'CARDINAL' ST.STEEL BY'CARDINAL' OPTIONAL GI A21NG DETAIL 2 1 OR E4 OR OURASEAL BY'OUAN X' DURASEAL BY'QUANEX' GLASS TYPES 'Cl' & It' o OR OR p SUPER SPACER BY'QUANEX' p SIKER SPACER BY'QUANEX' Ery Amm D q1L PRODUCT'REVISED FLA.M5 AT 1/4 ALL SIEES Ms AT 1/4 PO NTS ALL SIZES TOS9z .,1lhueomrlda Accepumco No� ' GLASS TYPE 'Cl' GLASS TYPE 'Dl' '•1OAe 0 1'OVERALL INSUL LAY.GLASS (L.M.I. ONLY) t'OVERALL INSUL.LAM.GLASSBy drawing no. (S.M.I.) MAY 00 " " W10-02 IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING DcrmOR PLY OF CLASS TYPE'Ot'&'D1'MUST BE TEMPMED. sheat 3 of 6 TYPICAL EDGE DISTANCE CONCRETE AT HEAD, SILL OR JAMBS fe - 3000 PSI MIN. rr� TYPICAL INSTALLATION DETAILS INTO CONCRETE AND MASONRY = 2-1/2' MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm m 2DOD PSI MIN. t(a�w THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW IWO WOOD STRUCTURE - 1" MIN. d INTO METAL STRUCTURE - 3/4' MIN. 3 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 FLANG FLANGE TYPICAL ANCHORS FLANGE 1/4'Max. ELANGSm ELW. E ffiG 28Y WOOD BUCK FOR SPACING SHIMS h OR METAL II jl WOOD SIR TYPICAL ANCHORS v STRUCTURE IAa. M2SM ELEV. FOR SPACING v.a:r.. M2 TYPICAL ORS LL 4 SEE sz FOR SPACINGEIRE W T a - S2 MON., o• • P..� • i I• '•, • 21 i• I '• SEE�PJ3V. HOR9 N2 EJ Ij:j • •••• for •• • • FOR ANG II I! WORD BUCK • • • 6• El E3 •••••• • • 1/4'MAX • •0* 0 0 000000 AL LECA••• ; 000000 ROAL LEG EQUAL LESHIMS G a , E2 EQUAL LEG • • •••• O WOOD 9UOK O • mRUCTURE • ••���•,.y• • \G J • ��,� •• ••• Al ORHOOD STWMF C1 ,. • •• • EJ •• � • TYPICAL ANCHORS z I - �SPACING ! S2 _ • - - - —� KCAL CHORE Ma 82 vs• .•. I!!� FOR SPACING >..P • I�!� M2 EJ 1aR rYPIcaL aNaIGRs FOR SPACING �I(I SEE ELEV. pA00D Sygl fOR SPACING $$ $ WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. d TYPICAL ANCHO)ZS' SEE ELP.V.FOR SPACINGMUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM c W LL A14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1/4" DIA, TAPCON By 'ITYW (Fu-120 KSI, "92 KSI) INTO METAL STRUCTURES o L 1/4" DIA. ULTRACON BY 'ELOW (w-177 KSI, "155 KSI) STEEL : 12 GA. MIN. (Fy - 36 KSI MIN.) Ew JAY PROIX=REVISED INTO 2BY WOOD BUCKS OR WOOD STRUCTURES ALUMINUM : 1/8' THK. MIN. (6063-TS MIN.) gyll IWO (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) RA.PE III mm 2" MIN. PENETRATION INTO WOOD 09 ��BD�da o AKtpng Code THRU 19Y BUCKS INTO CONC. OR MASONRY J14 SMS ORS F DRI IN9 gVREWS (OWE 2 CRS) Px rn Delo a4 1-1/4" MIN. EMBED INTO CONC. OR MASONRY INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. - .090') P drowing no. q DIRECTLY INTO CONC, OR MASONRY (NO SHIM SPACE) MAY PO W1 0-0211 1-1/4" MIN. EMBED INTO CONC. OR MASONRY -- -- sheet 4 of DO TYPICAL INSTALLATION DETAILS THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW � d INSTALLATION DETAILS TT'IRU 1X INSTALLATION DETAILS 1HRU 2X INSTALLATION DETAILS INSTALLATION DETAILS INTO METAL WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY WTO CONCRETE STRUCTURES OR INTO APPROVED MULLIONS FLANGE ADAPT01j FLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOR TYPICAL ANCHORS 1/4•MAX. SEE M". SHIMS �u I OR W000 BUCK FOR SPACING $!I! OR METAL d! ji ji ylOpp STRUCTU TYPICAL •o STRUCTURE Bi (E3 EE ELEV. FOR SPACINGTYPICAL ANCHORS iii q v.V•'' M2 SLE ELEV. 041 .e FOR SPACING I Ell -. _ o '4 ro E8 --*• E2 ^� y - - v� • s2 MIl'L, o • ••• o•"•�tRrl r •'o� .'. e• ... 11 it � �."v • • • C� AN$HOF18 iI I M2 it; • 0 1BY •- I •! ACPKi � li II � • •••TWDD BUCK • •• •• • • 1/4-MAX. BUCK NEKIHT 1/4'MAX. •••• •• 2 J/S•MIN. ••• • • CAP °� a • 009• NOT STRUCTURE 1/Y MIN. 1/2•MR M • • � A�BMIN. �.�•• NOT BY CGI � • •••• "r ii►• 82 • • • •••• FIN FRAME �KKSENDa • •••• • w O ••• UPICAL ANCHORS; sm Em.FOR sPACINo I o J8--SM (OWE 2 CRSS - -._- --'---- � ------- INTO 28Y WOOD BUCKS OR WOOD STRUCTURES •_„_•,_••_:_• _•,_ _•, _ WHEN USED THE MIN, WOOD 1-1/4' MIN. PENETRATION INTO WOOD B BUCK DEPTH SHALL BE 2)6°. THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. HOUSE 1 E0 EXTERIOR 44 4 BY CGI Bk=POOTH BUCK WI __ _ __ _ r-----------"`-----i� _ F,-_-, MUWI-DADS COUNTY �j M1AMI-DADE COUNTY APPROVED 1 m q�tl ry a 1`j Ij l APPROIED MULLION I I MULUDN & NULLION ANCHORS 11 g 6 &MULLION ANCHORS II SEE SEPARATE NDA 11 u o w II 11 SEE SEPARATE NOA 11 I� - --- ---------j� En9rt •1 CwLAH AD PRODUCTREVISHD BUD&"cab ActaPlance Mo -D4 9 � •� --- TmCAL ANCHORS e SIE 13”. Dy drawing no. FOR SPAGM Y 015 m DWOPtod.1 °� W10-02 ,}tax 1•sMs. sheet 5 of 6 2.5M IT11M PART QUANTITY DB9CIUMON MATERIAL MANF./SUPPL18N/R61ARHS E1 CGI-118 4/WDW. FLANGE FRAM 6083-T8 - 068 E2 G01-119 4/WOW. FLUSH FRAME/FIN FRAME 6063-78 x.812 E3 001-121 4/WDW. GLAZING BEAD(LAM.GLASS) 8083-T6 - '' IE4 CGI-123 4/WOW. GLAZING BFAO(LAM.INSUL.GLASS) 6063-T8 - .996 088 E8 CGI-110 4/WOW. NAIL FIN ADAPTOR 8083-T8 - Typ' E8 CGI-109 4/WOW. FRONT FLANGE ADAPTOR 8083-T8 - n; M1 CGI-382V AS IMOD. GLAZING BULB VINYL PVC DUROMETER 75-80 SHORE A 8�� ' M2 COI-124 AS REOD. SCREW COVER—OPTIONAL PIC — r M3 CGI-112 AS REDO. FLUSH FRAME COVER P/CM E' FLANGE FRAME M4 - OPnWAL GLAZM ANGLE(t X 1/2 X 1/8' 066 8 -T6 - itit aSOS MB - 2/LRE SETRNG BLOCKS EMDUROMETER 8818 SHORE A 81 LXte 52 010 X 1-1/4- 2/CORNER ASSEMBLY SCREW PFO..PH SMS ST/ST 99 812 4 1.498 988 •086 TTP. • • E2 *FLUSH 2,MA i :rRAME • • • • 076 0 :SOOT • • • I N • • • •••4P8 TMP.• 978 ••• Of ••• • •• • WELDED 40NT �1S AT ENDS • es 3 ' • GLAZING SEA M(LAM. GLASS?•• .. g • .•. .• • *p o .996 � • 1.00 o �..1as 1.184 E4 GLAZING BEAD (LAM. INSUL. CLASS) GLAZING ANGLE (LAM. INSUL, GLASS) CIRCULAR WINDOWS Xq 1.730 .088 B 1.450 .tom RECT. OR SQUARE WINDOWS $$ $ 1,960 $� .OBD M. CORNER DETAILS p 1.396 g v o m O NAIL FIN ADAPTER E6 FLANGE ADAPTOR o` �° AMlNO PRODUCT'REVISED RS e 1.388 7.119 4 T DCIVIL 8 03dQ with the Fimlda S CA 4j21915 Amps--No! 09 .� k �.1LLD �t fanmte 4 $ 1 b Ti 080 088 A80 1.081 —� MI [adml draWUlg 110. (� W10-02 O FLUSH FRAME COVER Q SCREW COVER [sheet 6 of T 1 MIAMI•DADE MIAMI DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208' DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES MER) Miami,Florida 33175-2474 BOARD AND CODE ADMIMSIRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE OA www.m1am1dade.m4economj CGI Windows&Doors,Inc. 10100 N.W.25s' Street u> Miami,Fl.33172 SCOPE: This NOA is being issuedd 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"160 Sentiner Aluminum Outswi'ng glazed Doors w/wo SideRtes-LAB APPROVAL DOCUMENT:Drawing No.W13-01 Rev D,titled"Seim 160 Sentinel Outswing Doors",sheets 1 thru of 11 of 11,inclusive sheet 9.1,prepared by Al Farocq Corporation,dates 01-03-13 and last revised on AUG 05,2015, 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 Limitations: 1. See Design Pressure ratings single and double doors in sheets 1 &2,single sidelite in sheet 3 and door mullion in sheet 4.For mulled unit lower design of door or sidelite or mullion shall apply to the entire assembly. 2. See glazing option in sheet 5 and locking hardware options in sheet 9. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered ager 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 arty 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 entirvI40*ft1ldn:pmv�idod t@the user by the manufacturer or its distributors and shall be available for inspection at ttegob siOD a4e�eg44 jo;the Building Official. This NOA revises#13-0226.06 consists @141s ph Xadd bvidence pages E-1&E-2,as well as approval document mentioned above. The submitted documentation was teviayed by jlh",L Chanda;PM .. • •• •' •• NOA No. 14-1015.04 MlAMFDAI?�CAUNTI! •• Expiration Date: August 08,2018 • Approval Date: August 13,2015 Pagel . . . . . . . . : . •• •• ... . . . ... . . �1 CGI Windows A Doors,Inc. NOTICE OF ACCEPTANCE:EVIDENCE SUBMTTED A. DRAWINGS 1. Manufacturer's die drawings and sections(submitted under files below) 2. Drawing No.W13-01 Rev D,titled"Series 160 Sentinel Outswing Doors",sheets 1 thru of 11 of 11, inclusive sheet 9.1,prepared by Al Farooq Corporation,dated 01-03-13 and last revised on AUG 05,2015, signed and sealed by Javad Ahmad,P.E. B. TESTS(submitted under file#13-0226.06) 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94(+50.0 PSF,sill S-1 only) 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FSC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 Along with manufacturer's parts and section drawing marked-up drawings of aluminum out w/ sidelites,by American test Lab of South Florida,Inc.,Test Report No.ATLSF 1218.01-12 dated 02/11/2013,signed and sealed by Henry Hatem,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 manufacturer's parts and section drawing marked-up drawings of aluminum sidelites, issued by Certified Testing Lab.,Test Report No. CTLA 3056WC(sample#3)dated 04/16/2015, signed and sealed by Ramesh Patel,P.E C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2014(51h Edition),prepared by Al Farooq Corporation,dated 10/06/2014,05/19/15 and last revised on AUG 04,2015,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTM133-1300-02,-04 and-2009. D. QUALrrY 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 Sentry Glass®Interlayer",expiring on 01/14/17. 2. Notice of Acceptance No.12-1231.10 issued to Eastman Chemical Company(MA)former Solutia Inc.for "Saflex clear&color glass interlayer",expiring on 05/21/16. 3. Notice of Acceptance No. 12-1231.09 issued to Eastman Chemical Company(MA)former Solutia Inc. for "Saflex CP-Saflex&Saflex HP composite interlayer w/PET core",expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5"Edition)and letter of no financial interest, prepared by Al Farooq Corporation,dated 09/23/14,signed and scaled by Javad Ahmad,P.E. 2. Lab compliance and adAen&M p gspart of the above referenced test reports. G. OTHER •• ••• • 1. This file NOA revises#1 1025.06,expiring'68/08/18. 2. Test proposals approved dated 12/161/14&#12-0553,dated 04/25/12 approved by RER. ' • • • • (shaq I.Chanda P.E. '' • ' • • • Product Control Exanllller NOA No 14-1015.04 000 00 . . . . 6:0 . . Expiration Date:August 08,2018 • ' Approval Date: August 13,2015 .. .. . • �-1•••.: ... . . . ... . . 37-1/4' 72' � DOOR FRAME WIDTH DOOR FRAME WIDTH HEAD ANCHORS AT STILE ENDS 2 ANCHORS RUANTITY CHART 6"MAX. 3• TYPE'A,'B'OR'C' 3" 6" 3„ SEE CHART FOR QUANTITY 3 ANCHOR TYPE HEAD/SILL AT STILE ENDS COR EERS 'C' CORNERS q _ A 1/a• 4 4 a t I 1 3/6• ® 6 6 7 1 --YI'/"' },, T ,� I � .�� rnoDLlcrReweeD s •• _ _, �_ LOK P�K9 ��i \ r•rub!•tD►IMFtmli To • • . II m ly • • • •II • ' �%• 11 � 'b�n.� EfdR • •• • • ==z \\/j i ===a / I m • • - 014'••i •••• • • •� `•• \\ itl Q�j .. •••••• \ ! / ••9 0•• •• : •01 • \ i \ I 1 / ii '^ SERFS SENTINEL• 160 ob 4 • 11 • I I I I 11 N i• •• • ACTIVE I ACTrvE I I- i AT UMINUM OU MIG A0OR N/ SIDEIM r` • APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS 3 • __ WITH OR WITHOUT SIDELITES• • ••° •••• •°• ® ` El SIDE WTES CAN BE ON ONE OR 60TH SIDES OF DOOR, z ^ • m �--,I SEE SHEET 1 FOR SINGLE OR DOUBLE DOORS DESIGN LOAD CAPACITIES, s • a 23 1/2° 23 1/2° • 2 '�" SEE SHEET 3 FOR SINGLE STATIONARY PANEL LOAD CAPACITIES. •• 0000 •••• 1 L OPG• 2 ANCHORS o.l,DPD• D.L.OPO. SEE SHEET 4 FOR SIDELITE TO DOOR MULLION CAPACITY. I 009000 • TYPE 'B' 4 ANCHOR$ SURFACE APPLIED THE LOWEST VALUE FROM DOOR, SIDELITE OR MULLION CAPACITY Goes AT STILE ENDS TYPE FALSE Ms CHARTS WILL APPLY TO ENTIRE SYSTEM, AT SOLELE USEO ENDS MAY BE UseO ffpIG ENATION TYPICAL ELEVATION THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE ( X ) ( XX ) REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE INCLUDING KION VELOCITY HURRICANE ZONE (HVHZ), p DOOR OPTIONS 1BY OR 213Y WOOD SUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO C TRANSFER LOADS TO THE STRUCTURE. DOORS IAAD CAPACITY-PSF DOORS LOAD CAPACITY -PSF ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS 81NGLB DOORS (X) DODBLE(mo EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. $ DOOR DIMS LAM, or INSUL-LAM. DOOR DIMS LAM. or TNSOL-IAM. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS iRAME LEAF FRAME FRAME Lm FRAME ARE NOT PART OF THIS APPROVAL. WIDTH WIDTH IIEIOHT �'tf) 't-) WIDTH WIDTH HEIGHT EXT.(+) tv.(-) 37-1/4• 38• 98' 80 60 72' IDT Be' 8D w A LOAD DURATION INCREASE IS USED IN DESIIGGNNOT LIMITED TO ST /OF ANCHORS INTO WOOD ONLY. NOTE: CONTACT WITH OTHER BUT MATERUJS SHAL M SCREWS,METAL REQTHAT UIREMENTS ME INTO s m a c VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REQUIRED. OF CURRENT FLORIDA BLDG. CODE. 1p NOTE: CML T n JAVAD O FLUSH BOLTS AND LOCKS MUSE BE ENGAGED TO HEAD AND SILL DUNKS OA30$D.L.O.JDIMS. FIA PE M592 S PERIODS OF HURRICANE WARNING, 1 D,L.O. HEIGHT - FRAME HEIGHT - 12.875" O.L.O. WIDTH (X DOORS) - FRAME WIDTH - 13.75- NOTE: 8 NOTE: D.L.O. WIDTH (XX DOORS) _ (fRAME WROTH - 25)/2 1 AUG GLASS CAPACITIES ON THIS SHEET ARE drawing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) DOORS/SIDELITES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. W1 3-01 AND FLORIDA WILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 SHUTTERS ARE NOT REQUIRED. sheet OI M 37-1/4• 72• Z § DOOR FRAME WIDTH DOOR FRAME WIOT14 READ ANCHORS AT STILE ENDS 2 ANCHORS gUANTPfY CHART B'Mo. TYPE'A', 'S'OR 'C' SEE CHART FOR QUANTITY ANYPE ANCHOR T HEAD/SILL • J' AT STILE ENDS HEAD/SILLCORNERS 3' B° 3" SHIM 'A' 'B' 'C' CORNERS /{ _ 1/4' 4 6 4 /I I\ 1/26 7 7 I II VVV 1 • � •••e • • 7 �( I C / E � � Li •• 'deo • • y(� 11' LOCK OPTIONS •'i ••t ^�• � L_-- i e 4 SEE SHEET g— PftnmfuvmWith tm lb � • •• ••i • • • --�i \ i \ i I / iI Na � 'off � �� •• •s � ii \ 1 \ I i / ii iv � •• .•• i i i II • L,.,.�.� • z a tLI • • ltCNVE ACrfYE •••• a 231/2' 8 231/x• 231/2- D.L. OPO. 2 ANCHORS al oPo. D.L.OPD. TYPe'B' 4 ANCHORS SURFACE APPLIED AT STILE ENDS TYPE'S' FALSE NUNTINS AT STILE ENDS MAY BE USED TYPICAL ELEVATION FOR 3 HINGE DOOR T]LP_ll`AL_ELMMN FOR 3 HINGE 000 E � X) ( XX ) NOTE ME SHEET 1 FOR DOOR CAPACITIES n Nr.JAYM AMMXI llo,, FLA PEM7069a S n C.k lzigl 052015 144°MAX 37 1/8' 38' 72' 36" SEE CHART FOR QUANTITY SIDELITE WIDTH SIDELITE WIDTH DOOR FRAME WIDTH SmEUTE WID z HEAD ANCHORS 3. 0. 3. AT S=do MULLION ENDS QUANTITY CHART F CORNERS ps F CORDIERS ANCHOR TYPE t I SHIM A' '8' 'C' 1/4' 4 4 4 1/2' 7 7 7VVVC 1 l see 0000 1 I� 11 • •.•. •:••.: • j/ // LOCK ONs I li FASTENERS SAME LOCATIONS • • ° • �/' ��• 9EE 0 =�c- _= SHEETS ANCHORS SHOWN ON y�y( \ I II • • • 060000 lie 000 • • • • ACTME I I- INACTAlE .. � 31 i/8' 31 1/6" 23 1/a° 23 1/2" 31 1/6" o51 D.L OPO. O.L.OPO. D.L OPO. D.L. O.L.OPO. 7 SU*ACE APPLIED DE810N LOAD CAPACITY - PSP TYPE'S' MHORS AY BEMUSETDD &ICELITE FRAME STATIONARY PANEL(0) IYPI AL ELEVATION TYPICAL ELEVATION MULLION AND WENDS IDTH HOOKY (SEE NOTE MUM ( 0 ) ( Oxxo INCHES INCHES EM.(+) INT.- 100110crumm 24 80.0 solo SIDELITE QPTIQNB bwPb7�.11U1MFlo 30 80.0 80.0 Am91weN 19-lot l��o @� 33 84 80.0 80.0 4a 8 B 26 35 00.0 80.0 a(Ciwr c A. 37-1/0 77.6 77.8 39 73.8 73.8 _ 42 80.8 68.8 5IDEU D.L.O. DIMS. 1 24 80.0 90.0 O.L.O. HEIGHT FRAME HEIGHT - 12.875° D.LO. WIDTH m SIDELITE WIDTH - 8' STAND ALONE SIDELITE ONLY a m u e 30 80.0 80.0 D.L.O.WIDTH fl SIDELITE WIDTH - 4.875 SIDEUTE TO DOOR ONLY 33 90) 80.0 80.0 ^ Q e01, 80.0 �' 80.0 EW JAVAD ANYID �j 37-1/8CPA 77.8 77.8 pV,,PE 0 70592 s C 39 73A 73.8 24 80A 80.0 30 80.0 80.0 33 s6 8O,o 80.0 AU p15 drawing no. 36 80.0 50.0 W13-01 37-1/8 77.6 77.8 shell 3 01�1 DESIGN LOAD CAPACITY - PSP DOOR DOOR DOOR DOOR !� DOOR �DELRE FRAME SID SIDELITE FRAME SIDELITE FRAME SIDELITE FRAME SIDELITE LEAF FRAME SIDELITH TO DOOR MULLION WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH `WIDTH N R WIDTH WIDTH HEIGHT (SIE NOTE BELOW) INCHES INCHES INCHES EXL(+) INT.(-) 24 80.0 80.0 lso 80.00 33 39 -84 W SO.o 80.0 /j all, A '! /s\ 38 - 804 80.0 q 37-1/8 778 77.8 3D 738 73.8 \\ \\ \\ LI / 42 888 88.8 \ \ \ 24 �4 80.0 30 80.0 80.0 S -� W 33 35: 095•• 804 80.0 II .l O XOX) • 30 ••• 80i • 80.0 • Jp t", • 772 • 017.5 SIDELITE DOOR FRAME SIOELRE DOOR FRAME SIDEUTE 38 • •••• 738 73.8 WIDTH �_ MOTH WIDTH MOTH a ROD 22.0 30 •38 88 8pij•• 0••80,0 so, ••77 • 60A., 0 so • ¢37-1 8 7 77.8 • \ / \ / • • S • END ANCHORS ( ) `END ANCHORS wo t P"BUCFREMO •• •••O •••••• 11 • SEE SHEET 3 SEE SHEET 1 v With TM 1%46 Syttwlbn D¢h I�.114 � �p J got cm SID wfummkLEAF �19j SINGLE(X)37"MAX. F DOUBLE(XX)72"MAX. SMEUTE TO D09B 0$ NOTE: M j$I INSTRUCTIONS: USE CHARTS As FDLLOws. GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) amu m 1. SELECT SINGLE OR DOUBLE DOORS CAPACITY FROM AND FLORIDA BUILDING COMMISSION TABLES ON SHEET I. DECLARATORY STATEMENT DCA05-DEC-219 n 2. SELECT LOWER OF SIDELITE TO DOOR MULLION Eryr JAVAD AHMAD CAPACITY FROM TABLE ABM. CiftPC i 3. LOWER VALUES FROM STEPS I OR 2 WILL APPLY KA. /792 TO ENTIRE SYSTEM. CAN X838 g drowfnq no. W13-01 shoot 4 of)1 Z � 0 F � M1 fQr.. • •• 3/18"TEIAPERED GLASS e0 • • • 3/e'AIR SPACE 1� • • 3/19"ANN.GLASS • •••• 3/18'HEAT STREWD GLASS 3/18'ANNEALED OLASB �] • •••• a •••••• •:•••0 07S"So�ex CP With PET Core 075'Soflex CP With PET Cara 075'Saflex CP With PET Core • •By'Ews%:Chemical Co.' By'Eastman Chemlool Co.' By'Eostmon Chemical CO.' • • •RIM Offlex Claw And Color Class 090'Saflex Clear And Color Glass .090"Saflax Clear And Color goes • • •••• �RCpYER3 iggy�,i, ••Eaetmon Chemical Co.' fNTERIAYER3 BY'Eastman Chomisal Co.' INTERLAYERS By'Eaatmon Chamlaol Co.' • • • ••• •.090i Nuroroy SanlryGlas .090'Kuroroy SentryOlas 090'Kuroray Seniry6lae vcA►dlay pmerloo,Ina' By'Kuraray Amarlea, Ino' By'Kuroray Arrerica,Ino.' •• •• 'Kuraray•a••• • • eQa�turorcy Butoette PYB 090'Kuraray Butaelts P/8 090'Kuraray Butactta PA • • • By'Kwvq Amerleo,Inc.' By'Kuraray Amerlac, lnc' By 'Kuroroy America,Ina. 8 • • • •• ••• 3/18'HPAT STM'D MASE •• ••• 9/18°ANN. G•IA9.9 3/18'HEAT 9TREN'D GLASS SIUCONE• SILICONE SILICONE �J •• ••• DOW CORNING 995 ►RODUC f tiE1AS6P N • DOWet� 71 pq9 DOW CORNING 899 z • •• • DOW CORNING 888 DOW COIgdM10 H98 0 •N�ty FToAY • • GE—iZ00 •• 0E-1200 GE-1260 �1ta8Cede lV •• •�•.� •,• I.I � • • 9 y i � to I. � 14 1 r r3 Poe It t I I I XL EDGE SPACER ORMIAL' STEEL BY'CARO DUW1SEAL BY'WANE%' OR SUPER SPACER BY'QUANEX - AT 1/4 POINTS 28 AT 1/4 POINTS 1B AT 1/4 POINTS 7/18" LAM. GLASS 7/18" LAM. GLASS I" OVERALL INSUL, LATA. GLASS Q GLAZILZG OPTIONS 8pp_� amu o r Nn AVAD NO1e0 e Q cp& 7'JC CJ�P0682 s 2015 drowing no. W13-01 sheet 5 of 1 191'WOOD DUCK40:R OOD BUCK �w O EDGE DIST. TYPICAL ANCHORS EDC•DIST.: /' q SEE ELEVATIONS .r.` <• .•., / SEE SHEET 1STRUCTURE METAL 1 FOR SPACING (ANC�Ft6f�: (/ OTE SHEET 1 STRUCTURE EDGE DIST.-� N TYPICAL ANCHORS23 41 12 TYPICAL ANCHORS \ SEE ELEVATIONSIt I CHOIS FOR SPACING SEE ELEVATIONS IONS a • •• i !� _,I 1 FOR SPACING FOR SPACING Q • -------------------+ • • i i i• •• j�MIAMI-DADE COUNTY;;w0 ED1I ly, IA • • •• I I I• • t 1 CLIPPED MULLION • • I 1 • 11 SEE SEPARATE NOA 11 ••••• WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WINDOW5 1 • • •• • • MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM L_________ _____ • • i •• AND TRANSFER THEM TO THE BUILDING STRUCTURE. ------- - • • •• ••••• i i •� `TYPICAL ANCHORS: SEE ELEV. FOR SPACING Oda:•• • I i 0000 TYPE 'A'-,,� I,/4" QIA. IATRACON BY 'ELCO' (FU=177 ISI, Fyai55 KSQ • • •• •• I: I •t• MIN. LENGTH n 2-3/4" TYPICAL.ANCHORS • sF.¢aEvanoNs • • • • •••• INTO 28Y W000 BUCKS OR WOODSTRUCTURE$ FOR SPACING • • •• • •••• 11)1-1/2' MIN. PENETRATION INTO WOOD (MEAD/JAMBS) ••• • a:••0 THRU 1 BY BUCKS INTO CONC. OR MASONRY CN • • •• 1-3/4' MIN. EMBED INTO CONCRETE (HEAD/SILL) • • • A. •• ( 1-1/4° MIN. EMBEQO r�ONC-^R�ASONR�JAMBS�9 $ ••• • �] • ••• I TYPE 'B'- I X DIA SIL CON BY 'ELCO' (Fe-177 KSI,Fy-155 KSI) 4J • •• ; I MIN. LENGTH_m 2-3/4" O DIRECTLY INTO CONC. OR MASONRY J-3/4' MIN. EMBED INTO CONCRETE (HEAD/SIUa s c 0 1-1/4" MIN. EMBED INTO COI OR MASONRY (JAMBS) ►RODUtFgEV19£p 20 TYPE 'C'- 1/4" OIs TEKS OR SELF DRILLING.SCREWS (GRADE 8 CRS) =4 The Fbdb I. INTO MIAMI-ME COUNTY APPROVED MULLIONS (MIN. THK. 1/81 INTO METAL STRUCTURES (HEAD/SILL/JAMBS) STEEL : 1/8" THK. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8"THK. MIN. (6063-T5 MIN.) R iI I (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) a�I 1 i TYPICAL 10GE D{ ANCE INTO CONCRETE AND MASONRY - 2-1/2" MIN. INTO WOOD STRUCTURE n 1" MIN. # INTO METAL STRUCTURE o 3/4" MIN. I II I i i I 21 i2 WOOD AT HEAD OR JAMBS SO- 0.65 WA o<m u m CONCRETE AT HEAD. SILL OR JAMBB VC m 3000 PSI MIN. I I i < C-20 HOLLOW/FILLED BLACK AT JAMBS f'm - 2000 PSI MIN, n 1 \ �J ANCHORS MAY BE HEX OR FLAT HEAD. Ener.JAVAD MAD FILA.700 S ' CONi�ere , .e a %I "••: a 'o.• AM 38 SEALANTS: a ALL JOINTS AND FRAME CONNECTIONS SEALED WITH 5 201 o EDGE DIST. TYPICAL MAA•I�S OE SCS2000 SILICONE SEALANT. droving no. FOR SPACING W13-01 DOOR DETAILS sheet a of 11 V" pppp 3/8•MAX © © 3/SHIZ / SHIM 0 18Y W000 BUCK 2 .SEE NOTE SHEET 1 I ACTH LEAF ri TYPICAL ANCHORS 21 e• SEE ELEV. TYPICAL ANCHORS •• FOR SPACING FOR SPACHIG • :.: ::� � � 0000 ••• �• •• 18 'i':• .. IAODIN:fttEY�» 7 to r�� ra�pbly•B►1bPMW • •• • 26 � .L.OPO. ,,.L..,•;^• � G pt` • •••• MTTAL • • 0 EXTERIOR c,pe.w.I>rn1gF� • STRUCTURE • LEAF WI 3 POINT D B fes` h LVRH DEAD BOLI SEE SHEET 9 1 � Bd • 0000 • •• •• WIDTH 0000 DOOR FR"- 0000 • • 0000•• 0.0• •0 • 0000 • • • • • •••i • as 0000 3/8- /-K% o� 4 • • • 0000•• Fx. $ • •••• 3�. • ••i••• O 3 PONT LOCK 2BY WOOD BUCK Y,M • lRllli�• • C • •• WITH DEAD BOLT OR t3 M • • SEE SHEET OW000 STRUCTURE • 0000 CONCI�fl, • FLUSH BOLT BEE NOTE SHEET 1 $ OR• k'• g MAS01{�I!, ACTIVE LEAF INACTIVE LEAF LZ .. 22 24 is TYPICAL ANCHORSt9 a SEE ELEV. �• SEE FOR SPACIJ� TYPICAL ANCHORS 2s ••r. 7 .L OPO. T T T FOR SEE ELEV. SPACING B 1 B D.L.OPO. EXTERIOR LEAF WIDTH LEAF WIDrH g4 DOOR FRAME WIDTH g<•�o �9r SCMVAD� n FLA.VE,Y 2o9O2 k X38 6 � drowing no. 06 2015 W13-01 DOOR DETAILS sheet 7 1f 11 TYPICAL ANCHORS SEE amTIONS 4 FOR SPACING �. :.EDGE•O e. z 3 ►CONCRETC. CONCRETE•. 12 13 a 3 • • • • •• • • •• • 0000 • • • • • • •0•• • • • • • • 1 0000• • :**0 • 00* • • • 3/6WAX.-, O O MATING JAMB FASTENERS ' •••• • ! ••••• a FOR LOCATIONS • • 1 '.... 0 1S SEE DOOR JAMS SPACING i 0000 •• I ••0• • i � • CoNC'Y""; 17 ON SHEETS 1 d a Q • • 000• • • 1 0000 MASONRY' i O 0 ;• C • V • Ij 0000• _ V • Y,� • 0000 01, 00.00 y � .+ • • • R 99 • 1 8 •00 014G4 Y ij ii lS�L' EXTERIOR •:•.,;• A 26 D.L. D LEAF'NT TH 1! SIDELITE WIDTH OR FRAME MOTNGLEH 37 MAX,26 M"MAX. DOUBLE(XX p.R FRAME INIDTN ReC TYPIOAL ANCHORS x ►NOnRICfREYB® 6i 4'LDNG 4 3 FOORE ACING LBPEFPOY ESMAEA N wM +N�awnww A of IN o •DY D g Osla bele NOTE: LMR SHIM TO METAL STRUCTURE AT JAMBS TO 3/8" �' t t+•� Mead g<m u m 1a © ,3 4FULPE2NCRL°TE.. v ; ' 2015EMDGE drawing no. '° .• TYPICAL.ANCHORS W 13-01 SEE El"WrIoNs SMELITE DETAILS FOR SPACING sheet 8 of�1 RyA`V EXTRUSIONS BILL OF MATERIALS MISCELLANEOUS Z ITEM 1 PARF Na MURK= IATERK A". IFR6Ri5 zta I wDE PART Na DESCRWTO MATERIA. Kmr. IEIAPofS O 1 CGI-1/9 FEE MEAD AND SILL 6046 co EXTRIIo FnM4 MURV OR EM �g 2 1-1 FRK JAIP 6463-T6 cc D RIAER 22 NS F m mmm8 3 cGtl% &OWTE WA Ala SRL 606346 co E3t7RMER 23 IA V339M MY x.720 VEAIHERSTRtP PILE v/F7.NIER FDI VaL ULIRAFAI OR ENV 4 M-197 FREE S WN SWELl1E JA" 6063-T6 CO E%TRUOER 24 NO V33M 407 x,500 H101 PILE VSIRIPPD& YmL V/FIN VLVAFAD DR EWN p 5 CM-198 NATO*SRELITE m Gm-T6 CGI Damn 25 M9 CH-I01-1 IDA%£<4 t/2'X 49 ALURNDM •CDS10R � n 6 cm-193 PANEL TOP ARD IIOTIDI PAR 6063-T6, CaT EXTAIAER 2SA MR IWBE(4 ur X ') IRAIS wm 7 ML-194 PANT VERTICAL STILE 6063-16 WI EIFFon ml MI 1 A (4 IX X/) US NAGER TZ21A 9 MH" sm BLOCK 6063-16 Ca EXFRUOER 26 M4 c61-312v GLA7DXi BEAD ElA9 vDFTL cm-amck12 CGI.191 FRAME WAD ANI SRL CTEV MVER 6063-T9 cat E1ftRUDER 27M73/R'-16FULL? RDI-SEL M vml 3/3•ILLI NUT ED1C PLATED 13 CGI-192 FRAME LEAD ANO SILL SLWG SMV CUM 6063-T5 CII EXTIMER RI - MTTII&BM 2 PFI LITE) EPDA 14 cm-121 7/16'MM MAFDM LEAD 6063-TS co maw tg 14A CGI-@3V GLASS GLAZM READ 6063.75 co mmmFR R IO 19 CGS SIFEAR&M PLATE -T6 EX7RUDEIt NAT M NUMBERS B (0 & 11 ARE NOT USED • l8 cGl-t • 4Mu9TRAGAI. 6063-75 co[XIRU7ER -I • • CGI• 6CREV •• 6OW15 CH DIRM . •1505 D- • Via . . .IESCR1 fm MA�Em KW, mm Er • PDDR t&Tm Lm -WSTOM MD RY ALL GT • • •fWSHBOJ Y 4NM1M LOAF) A (m BT L®+Tw- Iv01&MMi gAWtll LEM M • .• DDT TER RF SCR9 DSXTER BY SCR 3 A7 IEXTER BY SCK PRODucr116V tog1 oj ACTIVE NCMV�� 121Y'FE ('0LEVb T 1 o .dy G&f s� SCREWS Igo I7EN 1 PAST Na OESWIPi1lH REXA&6 goy 11 114 X 3/4 0 FEAR TEXS-MDLLIDN ATTAR" t9 16 X 1/2'PAN LEAD SIR-ASTR4UAL ATTAL79RNT IC FM Do 3 20 110 X 11/41 PH SNS-ASSE Y 3 PER CUM 1n Fai1r.JAVMow CMLp p CARPE U Qy5 drawing no. W13-01 ®heat g of 11 FLU z F Bait eat An°nay /sumbly hh ••••0•0 0•00 •••••_ •••• N°.••A0••Y, • caiw�cVpaiUea lwg beRad A�7C Naeuaettn p 00, 1/2' • •• 000 jig 3/f H so mad! • • � 0000•. 040000 •• •• 00 00 0 00 • 0000 . 0000.. 000 00, 0 00 •• • :00&w0 ••0 8�dt Aust [1/r PH MS P ODUCPR B VIM00:0 0• •::• • � Mwmb r" tY T • Am iii • ••d m jpi 0. � t�rG6Z$ S _ Lg.. nuahboit V ���^ Aoerdar whel Mps ° to ° TOP SECTION SHOWN c (BOTTOM SIMILAR) nuehbolts(Inactive Panel) Top&Bottom m� nm g<m�e 0 � � C . ea b l G 0 5 drawing no. COI CUSTOM W13-01 3—POINT LOCK sheat 1�11 1.788 {}�� 3.525 q .125 $ .790 .082 1.525 Z 11 1.990 .080 F .100 Q $ 1.987 4.498 6 5.500 fz FRAME COVER Q DOOR FRAME HEAD/SILL ~ 3$2b 1.b87 Q 2.438 � 1.410 1.926 .08�Z O 1010 1.023 a TOP & BOTTOM RAIL • • • '• ••' • 5.900 • • • ••• f� SILL COVER ' &438 •• •Q • • • • 0004 •• ,4&g 1.828 1.440 • •: s • ••• s• tA83 4.495 •• • • • •• • •076 � N , • 1.788 " " ' OO HINGE & LOCK STILE 3 N • 40EUTE TOP, BOTTOM FRAM;• SIDELITE JAMB COVER gg • •• ••• .326 . '•' : .136 606 'ala 245 .828 ,900 .185V14 tYMrFl�ryy "�eumNo -alray ,.822 .its �Wr�4rr ,.060 jSG 1e E ASTRAGAL ADAPTER O SHEAR BLOCK 1s SHEAR BLOCK PLATE 1.810 3.005 - ijlj 979 G 1.125 2A00 8 - 9 .050 .120 1.482 ,pgp -� 290 <m u o 500 1.184 .080 � .080 f4 4.000 4'� ma i20 4.000 GLASS STOP (LAM. GLASS) 0 ngr.JAVA NAD e . .125 .070 � SOb .120 FI CSP 7 92 S �y .120 2.388 ,�_ 1.465 1.469 .420 .999 .090 �Ol�i drawing no. 1.225 870 ® 1t� W13-01 DOOR FRAME JAMB SIDELITE FRAME JAMBSID£LITE MATING JAMB GLASS STOP (INSUL.. LAM. GLASS) sheet 1p of 11 o ASSEMBLY FASTENERS TO BE INSTALlEO ASSEMBLY FASTENERS TO BE INSTAILL EI2G , PRIOR TO JOINING MATING JAMBS PRIOR TO JOINING MATING S / 4 j ftx!'/ JAMBr i ice , OCA A A y AA e r VVV L'j W ER I �ppJJ • • a•��CAP--- • ACCESS HOLE • • Sol 90 • 0000 � • • s � � • • 8 0000 SEE� EWEr 8 • •• � • •••• FOR•O&TA[L • G . •• • • • •• • • • •••• • •••••• SID LITE MATING JAMB CORNER 18-4 • 000000 SIDEL JAMB CORNER OP & BQTTOM •• DOOR RR �9OP Ae �10�_TOORNER TOP & BOTTOM 8 p a **Dos* 0090 • • 2 F • • to 0000 vial 27CML gamoo RA P SA1002 o O O drawing no. W13-01 STOP & 8070MCORNER&�OTTO�CORNER sheat 11 of 11 MIAMI-RADE 1VIIAN-HDADE COUNTY no min PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Sheet,Room 208 BOARD AND CODE ADhHNISTRATION DIVISION T(786)315-2590 F(786)315 2599 NO'T'ICE OF ACCEPTANCE (NOA) wvmmlamidade.eov/economs 'CGI Windows&Doors / 10100 NW 25*Street `'+\�Mi�ami,FL 3317Z� ►7COPE: 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(AHI). 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 AIT(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 Flmida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series"Sentiael"Undipped,Extruded Aluminum Tube Mullion-L.M.I. APPROVAL DOCUMENT:Drawing No.M10-01,titled"Series Sentinel Unclipped Alum.Mullions", sheets I through 7 of 7,dated 04/02/10,with revision C dated 02/25/15,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 Wissile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturees 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 etkis,entire.NOA shall be provided to the user by the manufacturer or its distributors and shall be avJ b1e j i •'n t;h4 ob site at the request of the Building Official, 0 ��' P14 P.. 1 � g This NOA revises and rene4WNf)4PU 10�9..Q7;ni'consists of this page I and evidence pages E-i and E-2,as well as approval documwt mentioned above. The submitted documentatLon was revs wed by Manuel Perez,P.E. . . . . • • �•• • •• NOA No.14-1103.09 MIAtMI•DV►D`CO • %` • ', Expiration Date: September 22,2020 �`` Approval Date: March 05,2015 ';• ?Ph• : Pagel . lie . . . . . . .. .. 000 . .. .. CGI Windows&Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMn-MD A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No M10-01,titled"Series Sentinel Unclipped Alum.Mullions",sheets 1 through 7 of 7,dated 04/02/10,with revision C dated 02/25/15,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 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 along with marked up drawings and installation diagram of an aluminum tube mullion, prepared by Hurricane test Laboratory,LLC,Test Report No. HTL-0080-0303-11,dated 03/24/11,signed and seated by Vinu J.Abraham,P.E. (Subutitted under NOA No.11-0330.22) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum tube mullion, prepared by Hurricane test Laboratory,LLC,Test Report No. HT1.-0080-0301:-18,dated 03/30/10,signed and sealed by Vinu J.Abraham,P.E. (Submitted under NDA No.10-0510.14) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5a' Edition(2014),dated 09/23/14,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. .0. . . . . . . . Ma uel P P.E. '' ' ' • • �,r Product Contro)Examiner " • • . ' NOA No. 4-1103.09 " Ezpiratioa Date: September 2Z,2020 Approval Date: March 05,2015 . . • . . . . . . . . . . . . .. .. . . . .. .. CGI Windows&Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED F. STATEMENTS 1. Statement letter of conformance,complying with FBC-5t`Edition(2014),and of no financial interest,dated October 4,2014,issued by Al-Farooq Corporation,signed and sealed by iavad Aborad,P.E. 2. Laboratory compliance letter for Test Report No.HTL-00$0-0303-11,issued by Hurricane Test Laboratory,LLC,dated March 24,2011,signed and sealed by Viou J. Abraham,P.E. (Subinitted under NOA No11-0330.22) 3. Laboratory compliance letter for Test Report No.HTL-0080-0301-10, issued by Hurricane Test Laboratory,LLC,dated March 30,2010,signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA No.10-0510.14) 4. Proposal.No.09-1942 issued by BCCO,dated November 05,2009,signed by Manuel Perez,P.E. (Suburitted under NOA No.10-0510.14) G. OTHERS 1. Notice of Acceptance No. 11-1031.07, issued to CGI Windows and Doors for their Series "Sentinel" Unclipped Extruded Aluminum Tube Mullion - L.M.I. approved on 01/12/12 and expiring on 09/22/15. .. ... . . . . . .. e 00 Manuel P .E. ° ' ° ° Product Control eta finer ;. ; ; NOA No.14-1103.09 Expiration Date: September 22,2020 i Approval Date: March 05,2015 ••• • Y • ..d •E-26 Z 0 • • • I h • 0000 • •• 0000• • • • • • 41• • 0000.• 0000• • • • • AODO dl� • • • • 2 E00 • • 0000•• 0000•• • • 0000• • • 0000•• • 0000• •• • 0000 • • • . • .,25 TVP. A TYP. .12E TYP. • • •• 000000 0. 0000.• • 1 X 2-1/2 STD. TUBE 1 X 3 STD. TUBE 1 X 4 STD TUBE • • 0 • • fXL83-T8 8083-T8 6063-T8 0000•• • 0000•• 0000•• • • • • •• • 0000 0000 • • 0000 SERIES SENTINEL UNCLIPPED ALUMINUM MULL►ONS WINDOW FRAMS MEMBER INCLUDED IN PROPERTIES THESE MULLION$ TO BE USED WITH r SERIES 130 SENTINEL FIXED WINDOW c SERIES 110 SENTINEL SINGLE HUNG WINDOW SERIES 120 SENTINEL HORIZ. SUDING WINDOW FOR WINDOWS IMPACT AND LOAD RATINGS SEE CORRESPONDING NOA'S. LOWER DESIGN PRESSURE FROM WINDOW APPROVALS OR MULLION CHARTS WILL APPLY TO ENTIRE SYSTEM. a a� NHIS P TROUCr HAS BEEN DESIGNED AND TWO TO COMPLY WITH THE REOMREMEMS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY JJJ HURRICANE ZONE(NO. ALL DLAZINO PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE 13ULDING CODE REQUIREMENTS LE WIND LOAD.WATER - o INFILTRATION. FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. � L0 DS 9=To IHE STROTHERS II .MUST ANCHORED PROPERLY TO TRANSFER INSTRUCTIONS: <m o ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON OEWLS. EA BWMFNT USE CHARTS AS FOLLOWS. TO BASE MATERIAL WfALL BE BEYOND WALT.COMONO(SNOOD.TILE ETC.). 2 STEA 1 j o ANCHORING CONDITIONS A OTHER THAN THOSE SHOWN IN THESE DETAILS FOR PARTOULAR OPENING.DEIERIANE DEMON LAAO REQUIRED PER ASCE 7 n PRODUCI'RBVTSBD g31 ARE NOT PARTTOFF THIS APPROVAL, CMM L ascomptg6.gudUlUmF(orlda USE CONNECTION OF WINDOWS TO MULLION AS PERC.0.M 70582 Ruildin Code!�1103 f7 A LOUD DURATION D INCREASE IN ALLOWABLE STRESS IS USED DV DESIGN OF STEP 2 8 ANCHORS INTO WOOD ONLY. PRODUCT APPROVAL. Acoapttaxo ho NATEMALS DICLUM 8M NOT LIMITED TOAL SLWEWS,THAT COME INTO STEPUSING 3 AND ANCHOR QUANTITIES SHEETS WITH DESIGN RATING MULLIONT �`Aolton Dato p � � y CONTACT WITH DS,ER IXSSDdIM MATERIALS MEET THE REQUITEMERTSMORE OF THE FLORIDA BLDG.CODE THE AGN LOAD SPECMEO IN STEP, ABOVE. 5 201 STEP 4 GWAgtt OF SELEGTEO CGI'S WINDOWS AND MULLION MUST EQUAL OR EXCEED REQUIRED LOADS. L✓r `' M10-01 THESE MULLIONS ARE RATED FOR LARGE & SMALL MISSILE IMPACT sheat 1 of 8, I OR 2 AHCHDRS AlSIDE OF MULLION(AT WINDOW FRAME) SEE CHART'S'FOR CAPACITY SEE CHART'A'FOR CAPACf1Y� 7E; FLANGE ADAPTOR AND FLUSH FRAMES CAN BE �CHW W FOR CAPACITY [UtSEDT ALL MULLION COMBNATIONS. I I I wl W2 Z $ h • I I • • • I I •••• • •••••• FRAMES MAY BE • •••• •• •••• ��41 W a I ri FtANBE OR EQUAL LEG T(K • • �---^� �y---�-1 SEE SHEET 7 FOR FRAME DETAILS • • 4e • •� •••• 1n - � W W • • q • •••• N •• • • N N 8 • EXTERIOR om NOR EXTERIOR oL� FD TO RXl1 S. D H. TO S.H. 3 $. TO H.R. WIDTH (W) IXE .- SEE CHART'A'FOR CAPACITY SEE CHART'A MR CAPACITY SEE CHART'A.'FIR CAPACITY _1 M g�i I I I I RODUCT RRVISDO 1 W2 W1 W2 Wl W2 cmnp1111,11TO.,Wdo Bdldln5 Cndc SI II I ISII' ATUcc ca4rly No lonEt0 W I I,J u D86 p " < m u Erqn JAW AHWO FLAL PE 70592L EXTERIOR EXTERIOR r EXTEFUOR j FES 0 [M10-01 FIXED TO S.H. FIXED TO H.R. S H TO H R sheet 2 of 7 CHART'A'DEMON LOAD CAPACITY-= CHART'A'11ESIGN LOAD CAPACITY- MLLUON WITH ANY COMBINATION OF SERIES SENDNEL MULUON WITH ANY CMMBMATI N OF SER9•"d SENTINEL ` d FIXED.NORIMNIAL SUDINC OR SINGLE HUNG WINDOWS FIXED.HORIZONTAL SLQIINO OR SINGLE HUNG WINDOWS 1� 1 MICHOR AT 2 ANCHOIRS AT1 ANCHOR AT 2 ANCHORS AT MMOB DWS. FACH SIDE OF MULLION EACH SIDE OF MULLION WMOV DIMS. w" SIDE OF MULLION EVH SIDE OF MULUON OZ MULL TUBE MULL TUBE MULL TVOE MULL TUBE NULL TUOE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE WIDTH(W) 1 X2-1/2 1 X 3 1 X4 1 X2-1/2 1 X 3 1 X4 wm � �1 X2-1/2 1x3 1 X4 1X2-1/2 1 X3 1 X 4 19-1/W 90.0 9010 90.0 90.0 9010 solo 24• solo solo no 90.0 90.0 $0.0 zr!6-� no 980 90.0 Sao 90.0 90.0 30' 90.0 90.0 mo 90.0 90.0 11010 p �," 5o-5/a' ,;1 Ka 90.0 80.0 no 90.0 00lo 39' 0010 0010 40.0 00.0 9ao polo d. 49' •• "0 55.0 88.0 no 00.0 80.0 42' 48' 90lo 90.0 no 90lo 90.0 solo • 53-1/O ' 980 90.0 90.0 4b' 80.0 aA no "A 00.0 110.0 90.0 on • Salo 90.0 8010 80.0 64' 80.0 got 1180 BOA 0010 mo � QQ 20 ,,,_�• a2.8 6 80.0 9010 0010 60' 00.0 9010 no 80.0 90.0 solo Q • •(i � k 63'.� `88.}E 89111 45.1 82.8 00.0 90.0 24' 80.0 solo 90.0 80.0 00.0 90lo 111 • 49' 57.7 8 .7 no Bolo 80.0 30' Su So.$ 80.6 90.0 solo 00.0 3 53-1/6' 80.2 68.2 88.2 07.5 90.0 80.0 30' 72.0 T2.0 720 no 00.0 90lo • - 7 gal 90.0 solo 42' So' 69.0 449 00.8 80.7 o0A solo •• 424y/4, 0 8910 8016••4.48.8 59.8 70.0 solo 48' 83.0 63.0 113.0 84.1 90.0 00.0 • •( • �/70'-U• _�� 81.2 81.1 M.0 504 80.0 84' 1., 61.1 01.1 �.9 solo solo 40' �• 03" Q1 45.1 36.8 411.8 88.8 60' Bab Bab no 7010 MO 90lo • • 41 • •41.5 349 469 41.7 24' 75A 76.8 7a.a 77.1 90.0 0010 • 19-iAr • 57A 7116%• 0 i8.6 5710 768 90A 30" 63.3 03.7 113.7 03.3 84.4 00.0 • 2t-,/�' 42. 8 • 7.3 42.2 59.3 110.0 38' 849 5810 50.0 548 72.7 solo 37' aB i• 41.9 44.2 31.4 41.9 73.0 42" 7Y 45A 40.5 110.6 44.0 64.8 980 49' • 25.! 398 • .7 282 33A 59.1 48" 448 47.3 47.3 449 50.4 no • • 4 J 1 23.8 318 54.9 84 41.7 44.8 44.8 41.7 55.7 90.0 �jCNyy 10-i/8' • 411•! 94.3 70.8 48.1 84.3 1180 80" 3010 43.8 43.II 3910 85.3 90.0 28-1/2' �, • A 47.2 B3A 35.4 472 82J9 24' 474 03.0 83.0 47.9 a" 00.0 qM J7' 20.2 3510 41.2 18.1 354 51.4 30' 39.1 52.1 52.0 39.1 52.1 90.0 {/) 49' 209 27.6 33.0 209 27.0 49.0 39' 73.3 44.6 411.8 33.3 444 741 $ M 79-1/8' 39.11 GLI 8810 394 824 80 0 42' �• �.4 b8 II 41.1 211.4 38.2 8a s ZZpj g M 20-1/2" 08' 19.0 38.7 40.8 294 38.7 09.0 44' 204 MA 37.8 2010 358 $23 2 37' 21.4 29.6 39.0 2110 18.8 Bat S4' 24.0 52.8 35.4 24.6 328 87.6NOTEi p g 24' 31.9 4" 64.0 31.8 419 74.7 CI is MULLIONS 30' 28.0 8410 44.8 289 348 80.8 MUWONS RATED IN THESE CHARTS WITH ANY COMBINATION OF FIXED SWOLE HUNG OR HORIZ. SUDINB WINDOWS 38 98 2119 20.3 35.8 21.9 NJ 51.4 MAY BE ORIENTED VERTICALLY OR HORIZONTALLY, 41' 260 J4.o 28.5 45,0 (INTERPOLATION BETWEEN WIDTHS ALLOWED) 4e• 2ao J1.4 2310 40.4 MULLION SPAN MULLION SPAN t1 I OR 2 ARCHON AT EACH SIDE OF MULLS 1 OR 2 ANCHORS AT EACH SIDE OF MULLS ALL OTHER ANDROIN TO BE AS PER ALL OTHER ANCHORS TO BE AS PER WINDOW NOA OEDAILS _....__ WINDOW NOA DETAILS 444 W1 W2 W1 W2 � X. REFER TO PAGE 2 FOR OTHER COMBINATIONS. `•u EABn JAM ARM PRODUCTREVISUD B SSS PIA on 70582 as conrAyIng with dw FtKW9 cnN. ,°\°mpg l4�rro3.r � !s Uxppphattmt Delo BB41 wt +W2 Wt +W2 p, , Afmd Cm11m"17t drawing nobb. WIDTH (W) :LJ-:N (W) 2 �7 J 0 , iJ FLANGE OR FLUSH FRAMES FIN FRAMES 1 (t`- M10--01 ah•at 3 of Z 11 CHART'B'DESIGN LOAD CPAI=-PSF CHART'B'DESIGN LOA CAPACITY- PSP �� 8 MULLION @ADI COMBINAIWN OF SERIES SENTIM L KA.UON WRH COMBINATION OF SERIES SENTINEL ± SINGLE HUNG WINDOWS OR FIXED 1RANSOM SINGLE HIM$WINDOWS OR FOCED WNWM dY Tf3NWV DDNS. 1 ANCHOR AT 2 ANCHORS AT T17ND0T9 DIMS. 1 ANCHOR AT 2 ANCHORS AT = EACH SOS OF MULLION EACH SIDE OF MULLION EACH SIDE OF MULLION EACH SIDE OF MULLION O NULL TUBE MULL ISE MULL TUBE KILL IBE MULL 7USE MULL TUBE MULL IBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL IBE WICTIN i X 2-1/2 1 X 3 1 X 4 1 X 2-1/2 1 %3 1%4 YIIDTH MULL SPAN 1 X 2-1/2 1 X 3 1 X 4 1 X 2-1/2 1 X 3 1 X 4 19-1/8' 90.0 900 90A 90.0 BOA 900 24° 90.0 BOA 00.0 00.0 90.0 90.0 28-1/2' 00.0 90A 80.0 90.0 90.0 BDA 30' 90.0 90.0 90.0 solo 90.0 00.0 e 37' 30-6/8" Solo 00.0 90.0 90A OOA 00.0 38" 90A solo 00.0 900 Solo polo b f� 48' 0 9m 89A 89.0 90.0 90,0 Solo 42" 48• 90.0 904 00.0 90.0 90.0 00.0 FF g 93-1 ° .0 00.0 00.0 90.0 40' 90.0 BOA mo 90,0 00.0 004 1� 90.0 BDA • 80.0 90.0 90.0 00A 84" 90.0 904 90.0 904 90.0 90.0 (VVI ggg 20-1/ Be. 628 B.B 90.0 900 @OA W. 80,0 QOA 00.0 polo 90.0 90.0 Q g •6i• 88.0 BBI! 80.1 000 00A polo 24' 90.0 90,0 90.0 90.0 80.0 00.0 a7� `id4QS 0 40' 677 .7 900 00.0 ODA 30" 60.0 SOW 60.0 900 90.0 900 LL 53-1/0- 00.8 8&2 80.2 88.6 00.0 004 30' 72.0 72.0 72.0 90.0 00.0 Solo T • - 7 90.0 90A BOA 42' OO' 68.5 88.0 say 00.0 00.0 OOA •• �IN/8' • 88.01 0Bd•••080.8 77.7 �.0 00.0 4B' 83.0 83A 03.0 90.0 �,0 904 • •••'I=°• 70" • 61. 61.2 81.2 08.6 73.4 OOA 84• 81.1 611,7 01.1 90A 90.0 AOA 48° • 043 i 4361 41.1 47.7 no 88,3 60' 60.6 603 00.8 ago 90.0 too • • 4�.5 41,50 0 •4,1.0 46.0 07.8 62.9 24' 78,0 78.0 70.8 90.0 90.0 00.0 • 19-1 74.8 7868• •76.6 74,8 00.0 00A 30' 63,7 6&7 83.7 825 00.0 00.0 • • •2=�/�' 68A 87 • 89 3 D0 0 89.1 q,0 38` 68A DBA 8!0 71.1 80,3 Solo 37' 8B i• • 44.II ':4-2 405 514 0 b'1 42' 72' 005 60.4 00 0 0.7 4 78.0 Solo /^ 0 49' • 3" 3571 •3&7 32.0 41.3 68.6 48' 47.3 47.3 47.3 68.1 72.9 0010 O • /�' .1 1 31.1 39A 03,2 84" 443 445 44.8 B4.4 88.4 895 19-1/6' • 62.71 705 703 88.9 79A 00A 80' 43.8 43.8 43.8 82.1 �.4 80.4 28-1/2• 00° • 2 53.5 83.6 46.2 6" �A 24 025 OSA 63A 02.0 78.6 1OA 37' 34.2 41.2 41.2 34.2 430 09.4 30' 31.0 62,8 no 514 04.1 004 M 49' 27.3 33.9 33.0 27.3 34.3 F 08.4 3s' 439 453 45.8 4&0 545 88.3 M 19-1/e' 01.7 8&O wo 01.7 880 00.0 42' 84- 30.4 41.1 41.1 30.4 45.2 773 28-1/8° 90' 37.0 47.6 40.0 37.8 475 1 70.9 49" 34.7 375 37.8 34.7 43.0 70.4 37' 279 381 1 380 275 58.16&7 8M1 32.1 35.4 38.4 32.1 40.3 85.1 p 24° 415 02.2 1 84.0 41.0 52,2 64.4NOTEO 36' 33.7 48.4 445 33.7 49.4 88.5 tdAY BE RATED IN THESE CHARTS SINGLE HUNG FRAId69 30' 90' 283 36.0 383 28.6 35.0 88.1 a5.1 3115 NAY BE ORIENTED VERTICALLY OR HORizRIZOMALLY AS SHOWN BELOW. 42' 25.1 313 345 do.9 (INTERPOLATION SEMEN WIDTHS ALLOWED) 48' 223 Lal 315 229 252 45.6 MULLION SPAN 1 OR 2 ANCHORS AT EACH SIDE OF MULLSALL 0 ANCHORS g p WINDOW ROA DUAAS TO BE AS PER Ri 1 i Milli l � Z t m U a Enn JAYAD AHMAo PRODUCT REVISED CML as complying with Iha FWWP F1A.FT 2 13o5dInBCoda Cld4^.�B Aeccptmxc No/4•/IG .D�j � ,� t)YJ`` @xpiretionData p WIDTH (W) a Wt +WZ /% B 4i p / 1PradnHtb f drawing no. LOB 6,015 M10-01 sheet 4 of 7 cDA 'C'DER[IN LOAD CAPACrN- PSF CHART 'C' DLIM LOAD CAPACITY- PSV HORS ANC 2 �U HORIZONTAL MUI.UON WITH COMBINATION OF SERIES SENTINEL HORMITA.MULLION WITH COMBRNAIM OF SERIES SENTINEL AT EACH SIDE OF t81LU0N(AT WINDOW 1 OR 2ANC FIXED OVER NORM"INC WINDOW FIXED OVER HOIUZ.SUDING WINDOW NGL WINDOW DIMS. I ANCHOR AT 2 ANCHORS AT WwowDHSS. 1 ANCHOR AT 2 ANCHORS AT SEE CRART FOR CAPACITY 0 5TH SIDE OF MULUON EACH SIDE OF MULUON EACH SIDE OF MULLION EACH SIDE OF MUI.UO N MULL TUBES NULTUBES WINDOW WINDOW TRANSOM MULL TUBE 1 X 3 MULL TUBE MULL TUBE WINDOW WNDOW TRANSOM MULL TUBE IILX 3 MULL TUBE MULL TUBE WIDTH HEIGHT HEIGHT 1 X 2-1/2 1 X 4 1 X 3 1 X 4 WI01H HEIGHT HEIGHT 1 X 2-1/2 1 X 4 1 X 3 1 X 4 12" 90.0 00.0 90.0 90.0 12' 90.0 90.0 no 90.0 • 1 90.0 90.0 80.0 90.0 18" 90.0 90.0 90.0 90.0 • 240 00.0 00.0 90.0 80.0 24' 90.0 90.0 90.0 90.0 •_ • alb' • .0 900 900 38" JO 90.0 900 900 solo • 30'r 90.0• 80.0 90.0 80,0 38" 80.0 80.0 90.0 80.0 •• •••• • 0 A 90.0 90.0 42' 80.0 80.0 90.0 80.0 2B" 48' 9010 • 9o.0 90.0 no 48" 90.0 00.0 90.0 90.0 12' .0 90.0 80.0 12' 90.0 00,0 90.0 90.0 • •••• 18► 90.00• •9a0 90.0 00.0 18' 940 90.0 90lo 90.0 •••• • 4 0 90.0 solo w 84.0 1134.0 no 90.0 • • :3;• • 30' 61.6 81.8 90.0 90.0 82-I IW 82' 30" 79.3 79.3 90.0 80.0 • 7 4A 90.0 90.0 30' 78.1 78.1 90.0 00.0 • •••• • 9* p,a• •p,0 90'0 90.0 42' 74.1 74.1 90.0 90.0 • • 48' X8.3 99.9 90.0 Or 73.0 73.0 00.0 9D.0 WINDOW VM • •••• 12' 90• • 9.0 80.0 90lo 12' 9&3 70.6 84.8 00.0 go,-064 90lo 840 90.0 00.0 t 8' 847 6.4 77.6 90.0 2 1/2' r 4' f n • • 24• • 90,0 90.0 24' 8&2 88.1 71.8 90.0 (� • 62t1/Y' • •f0' 90.0 8?0.0 90.0 90.0 73" 30' 82.8 84,1 97.2 90.0 • 90.0 Bolo 90.0 80.0 • J8' 49.8 81lo 03.4 talo 42' 90,0 no 90.0 840 42' 47.3 48.7 80.8 89.3 q� 37-3/0' 48' 90.0 90,0 90.0 Sao 4g' 48.8 48.8 8B2 88.1 12" solo 940 80.0 90.0 I M 19' 88.9 941 00.0 904 t�7 24' 7B.0 78,8 90.0 90.0 2' 73' 30" 89.8 80.8 90.0 90.0 O 38' 94.8 84.8 83.4 00.0 C 42' 01.0 01.0 78.4 940 48' 88.3 ou 74.8 940 Ir 00.0 940 90.0 90.0 18' 00.0 940 90.0 90.0 24' 90.0 90.0 no 90.0 38" 30' 90.0 110.0 90.0 00.0 38' 90.0 90lo 90.0 no FIXED OVE2Z H.R, 42' 90.0 Sao 90.0 no 48' 90.0 90.0 90.0 90.0 9 $ 12" 00.0 90.0 00.0 90.0 18' 90lo 11ao 90.0 no 24' 90.0 90.0 90.0 90.0 82-1/8" 49-8/8" 30' 80.0 90.0 90.0 00.0 38' 88.9 88.0 940 80.0 a m o 42' 83.3 83.3 90.0 80.0 48' 81.9 81.9 90.0 90.0 0 ._ 12' 79.1 82.8 80.0 00.0 Engn JAWID MAAD PRODUCT REVISED e 18" 71.2 73,1 90.0 90.0 CML escomPlytnSwlhthe Fwwo FU.PE f 7M2 Bull-Ing Code 24' 88A 08.1 83.2 00.0 CAN. Accep---No /ID 7r 30" 60.2 61.0 77.0 00.0 ( ion Date Zp y h 38' 88.4 87.1 72.1 90.0 4Y 83.4 64 2 89 3 B0 0 t � drawln8 no. 48" ata 62.0 tzs.a ea.o y' M10-01 i �o�� ah0at� of 7 #8 sms EDGE DIST. I ORCAl2,ANCHORS 7-1/4°MIN.WOOD DOW 16Y AT EACH SIDE OF MULL(AT WINDOW FRAME) METAL 20Y WOOD BUCK 1 OR 20 WA 01)BUCK SEE SHEET 3$4 STRUOTlA2E Oyp00 STRUCTUREAT EACH SIDE OF MULL a• I•• .. FOR CAPACITY a� SEE SHEET 3$4 � � 4•••a 4 4•' "••<,4°• a. an E °' a. . .EDGE DIST. EDGE DIST. DG FOR CAPACITY y O z 9 .d J 1 I C • •••• i • gg t3 7dMM�IJ ti ••••• • • � • • I I!II qT� • • • TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS • • ••••••• 1 OR 1OR2 1 OR • I AT EACH SIDE OF MULL AT EACH SIDE OF MULL AT EACH SIDE OF MIA.L 1 �! SEE MEET 3$4 SEE SH3$4 SEE SHEET 3$4 ••••• ••••• ! •••••• FOR CAPACEET ITY FOR CAPACITY FOR CAPACITY • • • • • TYPICAL ANCHORS: su aw.FOR SPAdNa WOOD BUCKS AND METAL STRUCTURE NOT BY CQI WDW. • • • •• I •••••• •••i • •••••• i' 1/d" DIA. TAPCON BY 'I1W' (Fu-124 981,Fy-100 KSI) MUST SUSTAIN LOADS IMPOSED BY OLAZINO SYSTEM • INTO 2BY WOOD BUCKS OR WOOD STRUCTURES AND TRANSFER THEM TO THE BUILDING STRUCTURE. •• •• ''i 1-1/2' MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) FLANGE, FLANGE ADAPTOR ANO • :00 • o •••• THRU 1 BY BUCKS INTO CONIC. OR MASONRY • •••• •••• • • FLUSH FRAMES CAN BE USED • • 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL) AT ALL ANCHORAGE CONDITIONS. •••• 1 DIRECTLY INTO CONC. OR MASONRY • a � � ��/2" MIN EMBED_INTO CI I�CRETE (HFJJ)/SILL) ��� O /A" DIA. ULTRM`ON BY 'EMO, (w-m Kw,"Jas NSI) 2 3/8"MIN. M INTO 213Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2' MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) \ g I THOU 1 BY SUCKS INTO CONC. OR MASONRY 1-1/2' MIN. EMBED INTO CONCRETE (HEAD/SILL) 2 3/9"MHN $o ! I 11-1/4" MIN. EMBED INTO CONC, OR MASONRY (JAMBS) I! DIRECTLY INTO CONC. OR MASONRY \ I 1-1/2' MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC, OR MASONRY (JAMBS) j fill SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) ! WHEN USED THE MIN. WOOD �R If INTO METAL STRUCTURES BUCK DEPTH SHALL BE 9W. STEEL : 12 GA. MIN. (Fy - 38 KSI MIN.) THE USE OF DEEPER OR 8 ALUMINUM : 1/8" THK. MIN. (8083-T9 MIN.) BEVELED WOODBUCKS IS (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR FAINTED) PERMITTED. rfp -° E02EOISTANi`� d S j INTO CONCRETE AND MASONRY- 2-1/2" MIN. I$$ INTO WOOD STRUCTURE - 1"MIN. < •v 1 INTO METAL STRUCTURE o 3/4" MIN. 0 1 WOOD AT HEAD, SILL IL JAMBS SO - 0.39 COD Figs J 1V,D At MAD PRODUCT REVIS13D 44-1 CONCRETE AT HEAD, SILL OR JAMBS 1'o a 3000 PSI NTN. ascamPlyin %0h lite Florida ` : a. a C-90 HOLLOW/FILLED BLOCK AT JAMS Ym - 2000 PSI MIN. FIA PE Do as C0gd0 . •,.e F a,< +• C'A.NC,h� AccePlnncONO 4 " IEDGE131ST." FIXED WINDOW ANCHOR INSTALLATION DETAILS SHOWN. yi�l��1e TYPICAL ANCHORS ALSO APPLICABLE TO SINGLE HUNG AND \ LVHan do Product tontrr0l drawing no. °•_ ' 1 OR 2 AT Eqpt SIDE OF MULL HORIZONTAL SLIDING WINDOW FRAMES IN FLANGE, M10-01 I FOR CAPACITY EQUAL CEQUAL LEG OR FIN FRAME CONFIGURATIONS. sheat of 7 .812 ,500 1.301 Um 2999 ro1� o 2737.085b 058 A85 TYP. 0641.450 .180 0 Z TYP. TYP 2.440 • 1.748 b11 3.175 2.809 Um 3.87b 1.428 2.813 L --1 Lois .745 OS5 S 1YP. C • .748 1.018 1.�0 of O a S � • • 1.995 t Iw .690 1.000 .891 ppp •.•: • •• • 2405 3.257 SERIES 135 • FLANGE FRAME HEAD HJ.-YM B ANOE FRAME JAMB SMES 110 SENTINEL sEwtB 120 sEN11NEL Q • ••i�tr W()af. FLAAGE FR>!ME eN 'EM AMn S.N. WOW. FLANGE FRAME HEAd S.H. WOW. BA GE ERAME c_iLL H.R. Wt9N. FUUdGE FRAME JAM6 ELAHGE ADAPTOR • CCI-11 •...• 002-1J0 CO-135 COI-107 C01-139 Col-109 • •..• • •• • 1 J01 1587 2.737 • • A88 088 •••• •• • • •• t16S 2.809 Typ, TIP. .005 • 7Yp. �-� ..• Sum R. 2A 13 I • •• 5 .• 1A� e:S3.178 2.80rl 14M• •.•• �,3 • •• 1.015 911 1.880 ••• • 1.245 - • • • 745 06 -IT . •.•• �� •• .748 iW. •505 .991 980oil 11 • 2 34b 1.018 2505SERIM 112 737 1598 EL H.R.WM FLUSH FRAME HEA^ H.R WOW. FLUSH FRAM AME_ JAMB S.H.WOiV ELLrcy FRSIdL SES 120 SENTINEL SEMEL H_R. WOW_ FLUSH FRAM JAM? Ftft,WDW.SMES IFLLIc30 S ymNFRAME S.H.. WOW, FLUSH FRAME JAMB S.H. WOW. FLUSH FRAME HFAD C0I-101 C01-110 FIN ADAPiGR_ Q N r7 OM-119 001-102 001-100 - COI-110 1.015 1.015 �] �o 1.140 1.140 Belo 4.430 T� 3.930 1TVP. 3.085 2.885 3.188 24188 QBD 2440 2.440 Al SERIES 120 SENTINEL SERBS 120 SENTNEL KIL WOW. FLUSH FRAME SILL d H.R. WOW. FLANGE eM I 13 COI-136 d COI-136 a m n Umn-AVAD MM PRODUCT MVISIM CML B i i plying wit t Ow FINWe T M R' aitdin8 Code 3333 ' Acceploncallo �xplratlonDalo �1p+lA 8 p t tr9t drawing no. �- MIO-01 shoot of 7 ` Florida Building Code Online Page I of 3 low 16 Hot SCIS Ham Log In User Registration Ho[Topics Submit Surcharge Stats&Facm Publications RC Stair SCIS Site Map Links Search Bushes�.�l d�roduct Apprwrai Pf e'ss' 0656t: P.hu.User U on Product APP-1 Menu>Product or AwAxahon 5earch>Application List>Application Detail FL# �FL167Q8 R4 vs _. Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd 1 Klamath Falls,OR 97601 y (800)535-3936 F fbcl@field-wen.com Authorized Signature Kaede McLaughlin fbcl@Jeld-wen.com Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls,OR 97601 (800)535-3936 customerserviceagents@Jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory �Swinging Exterior Door Assemblies }� Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Hermes F.Norero,P.E. the Evaluation Report Florida Ucense PE-73778 Quality Assurance Entity Ntation and Management Institute Quality Assurance Contract Expiration Date 01/01/2018 Validated By Locke Bowden Validation Checklist-Hardcopy Received Certificate of Independence FL1670a R4 COI COI JW SS 2015-04-27,0f Referenced Standard and Year•(ipf$Wildaid)• • SAjanda • YME i i ••i i :TES:01: 1994 •• •i i i i T$S=02 •• 1994 •• ••• •• • TAS 2030• 1994 Equivalence of Product Standar"• 000 ••• 000 • Certified By • • • • • • • • • • • • • • • • •• • • • • • • • • • •• •• • • •• • • Sections from the Code •• • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • https://www.floridabuilding.org/pr/pr_app dtl.aspx?param--wGEVXQwtDqu8obl%2f[Z... 10/14/2015 Florida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option D Date Submitted 04/15/2015 Date Validated 05/01/2015 Date Pending FBC Approval 05/10/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 16708.1 Design Pro/Smooth Pro Fiberglass Single(X)Impact Opaque Door 3-0 x 6-8 and 3-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions -- Approved for use in HVHZ:Yes FL16708 R4 11 A010871A.odf Approved for use outside HVHZ:Yes Verified By: Hermes F.Norero,P.E. 73778 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other: FL16708 R4 AE PER3480,nd) Created by Independent Third Party:Yes 16708.2 Design Pro/Smooth Pro Fiberglass Single(X)Impact Glazed Door 3-0 x 6-8 and 3-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R4 II A010872A.odf Approved for use outside HVHZ:Yes Verified By: Hermes F.Norero,R.E.73778 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other: FL16708 R4 AE PER.34.,81.ud Created by Independent Third Party:Yes 16708.3 Design Pro/Smooth Pro Fiberglass Double(XX)Impact Opaque Door 6-0 x 6-8 and 6-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes X6708 R4 11 A010873A.odf Approved for use outside HVHZ:Yes Verified By: Hermes F.Norero,P.E.73778 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other: FL).,,6708 R4 AE PER3482.pdt Created by Independent Third Party:Yes 16708.4 Design Pro/Smooth Pro Fiberglass Double(XX)Impact Glazed Door 6-0 x 6-8 and 6-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R4 U A010874A.odf Approved for use outside HVHZ:Yes Verified By:Hennes F.Norero,P.E.73778 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other: FL16706 R4 AE PER3483.odf Created by Independent Third Party:Yes 16708.5 Design Pro/Smooth Pro Fiberglass Single with sidelite(s)()(,0/OX/O,X,O)Impact Opaque Door 9-0 x 6-8 and 9-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R4 II A010875A.pdf Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero,P.E.73778 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other: FL16708 R4 AE PER3484,odt Created by Independent Third Party:Yes 16708.6 Deis"Pby6n"P&Fibetgjfts Single with sidelite(s)(X,O/O,X/O,X,O)Impact Glazed Door • •• • • • • 9-0 x 6-8 and 9-0 x 8-0 Inswing and Outswing Limits of Use • • • • • Installartion Instructions Approved for use in HWW.Yes••• •• • • • 4 6FL16708 R4 U A010876A.odf Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero,P.E. 73778 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A • ••• ••• ••• •• EV4ivation Reports Other: • • • • • • W14708 R4 AE PER3485.ndf •• • •• • (:e4ed by Independent Third Party:Yes • 16708.7 Design ro/Smooth Pro•Fiberglass Double with sidelite(s)(XX,O/O,)X/0,X(,0)Impact Opaque Door 12-0 x 6-8 and 12-0 x 8-0 Inswing and Outswing ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • https://www.floridabuilding.org/nr/pr_app_dtl.aspx?param=vvGEVXQwtDqu8obl°/`2flZ... 1.0/14/2015 Florida Building Code Online Page 3 of 3 Limits of Use InstallationYrtstnuctions Approved for use in HVHZ:Yes FL16 08 R4 II A010877A.Ddf Approved for use outside HVHZ:Yes Verified By: Hermes F.Norero,P.E.73778 Impact Resistant:Yes treated by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other: FL16708 R4 AE PER3486 Ddf Created by Independent Third Party:Yes 16708.8 Design Pro/Smooth Pro Fiberglass Double with sidelite(s)(XX,O/0,)0(/O,XX,O)Impact Glazed Door 12-0 x 6-8 attd 12-0 x 191-0 inswing and Qutsrving Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R4 II A010878A.Ddf Approved for use outside HVHZ:Yes Verified By: Hermes F.Norero,P.E.73778 Impact Resistant:Yes treated by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports other: FL16708 R4 AE PER3487.DdF Created by Independent Third Party:Yes 8ac#t Nex4 Contact Us::1940 North Monroe Street Tallahassee FL 32399 Rhone:850-487-1824 The State of Florida is an AA/EEO employer.Coavriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund_Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a publk-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1345.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: EM WE �scttYat a4€S�:t�fi •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• ••• ••• ••• • •• • • • • • • • • Go • •• •• • • •• • • ••• • • • • ••• • • • • • • • • • • • • • •• •• ••• • •• •• ••• • • ••• • • https://www.floridabuilding.org/r)r/pr_app dtl.aspx?param=wGEVXQwtDqu8obl%2tTZ... 10/14/2015 PREPARED BY: BUILDING DROPS,INC. SWEaN BWHB�9BppE OB . PH:(BB0J9BBR4R PAIL fsupa4arja W E&•rs.bWldlrgdnpacwn DESIGN PRO/SMOOTH PRO 37 1/2°MAX. IMPACT APPROVED O.A.WIDTH . B t o zF �o FOR USE IN THE HIGH VELOCITY HURRICANE ZONE(HVHZ) 371/2°MAX. 4 a o � z I R K O.A.WIDTHW J B 4 ® $g c 9 n m GENERAL NOTES: ® O F l7 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA s t < Q BUILDING ODES(FFBC),INCLUDING HVHZANDHAS BEEN EVALUATED ACCORDING TOTHE FOLLOWING: � r2 2 ? Z a TAS •• uo°�� • 1 TA1420ft•99• lea%0 L7• •• ��tu B 2 n� a F4 W ° •••••� TAS 203,94 • • • .��= t s O1nW s • 2. ADEQUACY OP7HI 49CANG STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCEe 6 z s ACTIVE z ° ••••I(EftNG SYSTEM CAPABLE OF STANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE $ ° •• FOUNDATION IS TVE RESPONSIBIL:f,0j j E NGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF 3 ® ACTIVE a @ s ® 4 n • INSTALLATION. O s = O_ 6, ••3.•THE INSTALLAi16WkDiTi11Y5 DESCRIBE00 HEQEIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR / •••009PECIFIC SIT1.0IF SITE IONDITIONS IMMOINGTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED REMARKS BYJ DATE • :WIN,A LICENJEJ ENGINEER OR ARJHACZ SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS AOAeaI,MWd-Point tpck 0L 6s/23/1 �UMeNT.• . . . ••4s."OVED IMPACT PROTlECTIVE SYSTlNI I1 NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT s a s e a e s s 4 s B r e s • RESISTANCE. • •••••• 4 4 4 4 4 4 4 4 4 4 a a 4 4 • TYP ELEVATION 1 TYP.ELEVATION 2 ••4• NEL D00 Sy OW1V•FOR ILLU9tRAA1�0URPO5E5.ADDITIONAL PANEL CONFIGURATIONS AND FLUSH r�nawvLPnTURFMDMKI,N"WMPrer •• DOORS ARE Q IFIlb. • • •• ens•0021 Rawxr s' 0021 RnoRr aau4naw o04mava wrvuaNraa,a anon WIn10VT WbrttNO]118IIaTM BNWNO°nOPB k1L • ILL MEETS ( I Mw :6. ••6••wa: AFCO j i N/O'&R I LTRATION AT WATER TEST PRESSURE WTP OF 9.75 PSF. " n REMAINING SWS NOT RAFED FOR WATER INFILTRATION.IF AUTHORITY HAVING JURISDICTION REQUIRES THATPRODUCT 1/1111 I//J OVERHANG SUCH THAT1041111 KQUIRIEMENT,PRODUCT SHALL BE USED WHEN OVERHANG(OH)RATIO OH LENGTH+H HEIGHT IS 2 INSTALLED AT LOCATION PROTECTED BY ,`, 0lleS F 0ll1.1 NOTE: O b7M S SHOWN ABOVE MAY BE LEFT 7 - OR RIGHT HAND OPERATING DOORS. TT i0 TABLE OF CONTENTS rape aur.gg�a�Pinim.aea>a SHEET REVISION SHEET DESCRIPTION Rally signed by Hermes F.Norero,PL sore I am approving this document 1 A TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES 2014,07.060954:13.04'00' 2 A TYPICAL ANCHOR LAYOUTS AND NOTES DATE: 02.05.14 3 - OPTIONAL 2X BUCK ANCHORING DETAILS DWG. Y: CHK. Y: MAX,OVERALL DESIGN PRESSURE(PSFl G JM SS MSS 4 A VERTICAL ASSEMBLIES NOMINAL SIZE MISSILE 5 A HORIZONTAL ASSEMBLIES CONFIGURATION INSWING OUTSWING IMPACT SCALE: NTS 6 A WOOD SUBSTRATES WIDTH HEIGHT POS. NEG. POS. _NEG. RATING DWG.#-A010871A 7 A CONCRETE SUBSTRATES X 3'-0° 1 6'-8° 65• __65__ _65• 65 r LMI&SMI SHEET: OFB 8 A COMPONENTS&BILL OF MATERIALS X 3'-0° 8'-O' S0` 1 50 50• 50 LMI&SMI -SEE GENERAL NOTE 6,SHEET 1,FOR WATER INFILTRATION APPROVED SILLS. 1 INSTALLATION NOTES: PREPARED BY: 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. Q 2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARINGSHIM(S).MAXIMUM ALLOWABLE BUILDING DROPS,INC. SHIM STACKTOBE2/4INCH.SHIM WHERE SPACE OFI/16INCH ORGREATER OCCURS.SHIM(S)SHALLBE x4eeoavws¢aa,e�.w.,aesse CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER oaniwsraoLv��aa4 PH:(950p09Ai]B 3. MINIMUM EMBEDMENTAND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT UNITED TO ram I,""4M 37 u2°MAX, Wem..w.bwlm ov..mm STUCCO,FOAM.BRICK VENEER.AND SIDING. O,A.WIDTH Vyf� 4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL 3°TYP• W OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR C2C2 F- i MANUFACTURER'S INSTALLATION INSTRUCTIONS O 0 o S. FOR HOLLOW BLOCKANDGROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR �® O 2 JOINTS EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE t SHELL OF BLOCK. j p§ N I$g�- 6. FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK I ^m 3 CONCRETE/MASONRYCONSTRUCTION. O OtD as 7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SU85MTE MATERIALS WITH THE a = C FOLLOWING PROPERTIES: m W H 2 A.WOOD- NI L1i1TSPECIFICGRAVITYOF0.55. m Q 0 B CONCRET �1 AOI COMPRESSIVE S�ggNGTH OF 3000 PSI. 8 uJ T� ° �••0j GROUT-FILLEb� UNRMTREpZGTF�C6IGF RMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH z O ° • *OF 2000 p91 AND GRQUT CONFO WS TO AS C 476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 —4 "a PSI. 0000•• 1 O W ® W O ••••40HOLLOW BLOCK CM UL UNIT SMNGTH COIRFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH • OF 2000 PSI. %%.:• _ r • � 0000••• � ►'� • ",M SHEETS 6 AND 7 FOP.MORE DETA&WF"INSTALLATION REQUIREMENTS,INCLUDING ANCHOR LOCATIONS,I(�GDI"CES,EMBiDMENTS_AND SHIM SPACING. ••••E0 • • •••••• REMARKS BY DATE ••_•�OIAB NALLY ANCHORSCAN `D NANCE��AN�G W SECTION OF HEAD OR JAMB AS LONG AS MINIMUM Add ADA da,Pawn-Pant Lod BL 08/28/1 • s • •• 0000 A2 0000•• TYP R ABLE .ANR LAYOUT rr.wrCHO • •••• • 8•B°DOORS 8'0°won wm�„ww>rer,mr4an.N.w�mNoaeow.iNe aro ewu ror a4 pevoiNwNaton vaar • • • • •• .wrmanwL44romo0,wq�aHnNO,onortup MPPgNOBTO TIgB CWJMINf°A4 tigT gRMRiNgW •At&bftYPE ANP" SUBSTRATE• IN. MIN.EDGE MAX. -c- MAX.O.0 t!t{I111/1 •SIZE 0 • EMB�DMENT DISTANCE 94 SPACING AT SPACING AT JAMBS JAMBS NOTE: ,��� PGS R 0 2X WOOD BUCK NO ANCHORS REQUIRED ATTHE SILL FOR SINGLE DOORS(X)ONLY. � WOOD SCREW #30 1.1/2” 314" 17.1/2" 17.1/4" `Z,: S 0 i OR FRAMING 7- ITWTAPCON 3/18° CONCRETE/CMU 1.1/4" 2.1/2" 17-1/2" 17.1/4" ELCOULTRALON 1/4° CONCRETE/CMU 1.3/8"-CONC. 1" 17.1/2" 17.1/4" D.A%�' T •�2�����` 1.3/4"-CMU F •'.�' CG' .. ITW TAPCON 3/16° CONCRETE/CMU 1.1/4" V 10" 143/8" i Ql �� W9I1 RIO 02 2-719 X 21/2°PFH SCREWS DATE: 02.05.14 2-#9%21/Y PFH DETAIL D2 22 23 DWG.VY. I CHK. Y: TYP.HOPPE PFH SCREWS MULTI-POINT SHOOT BOLT G JM SS MSS PLATE LOCATION SCALE: PUTS DETAIL B2 (RH PLATE SHOWN A010871A P.HOPPE DWG.#: MULTI-POINTSHOOTBOIT I-BOTTOM SHOOT SHEET: OF8 BOLT KATE PLATE LOCATION HOPPE#2098911 lod [�_ SILL SECTIONmm�w VIEW HEAD SECTIONww�m VIEW mmvax°ex°wx4wrevwa mn4nan 2 weravm mrowgounavwo ammaa PREPARED BY: ®I BUILDING DROPS,INC. 999EOA.MAOi WL ..BLE 998 6GM ACK M 99881 PK(99a)M8 M PA I tS34)7A AM 41/2°TYP. 41/2•TYP. wm....w'u"°t'°P"°'" 1 1/2"OFFSET °O co R � ro • •• aQ Z • • • 2 a p� a • • •••• �••••� i •••• 00 •••••• • •••••• • • ••••• •• • •••• REMARKS BYJ DATE • • • • • ACA9AI.MW4- Int Lock GL061"A • • • •••••• P.ANCHOR LAYOUT •••••• • ePnatlu.aMeuarweaaaminmsonmv • • • xnPmrore.Atubnvre,wawmmNo,u9°LHm • • Mawrmerona9 o0C1Mnvr sv NJT PLPoATif°MID 11/4"MIN,EMBED TYP. II1I II I1111"* "t SEE TABLE g ZX BUCK ANCHORTABLE ` Yl/ � .�'pO�,i p O.C. 6V DOORS CO'DOORS 7_ 2! 2! MIN.EDGE MIN.CENTER ANCHOR TYPE ANCHOR SUBSTRATE �N' DIST.TO ToawER SIZE EMBEDMENT SUBSTRATE DISTANCE SPACING AT SPAC.ING•AT 'i IL OC. O.n Rs P•'.a��,; 2X WOOD BUCK 2X WOOD BUCK INSTALL. JAMBS JAMBS �i' u gllpiP`NWG,�,��� ANCHOR PER BUCK ANCHOR TABLE ITW TAPCON 1/4" CONCRETE/CMU 1-1/4" 2.1/2° 4" 25" 30.1/4° / d 80 erre ELCOULTRACDN 1/4" CONCRETE/CMU 1-3/3"-CANC' 1. 4" 25" 3 2X WOOD BUCK INSTALL. 2X WOODBUCK INSTALL. 1-1/4°-CMU o acn°x eaejU DATE: 02.05.14 NOTE: DWG. Y: CHK. Y: 1. 2X BUCK IS NOT FOR INSTALLATION AT SILL C L J M SS MSS SCAGL NTSA 2. ANCHORS MAY BESTAGGEREDASSHOWN INDETAIL4/3. DWG•*AO10871A SHEET: OFS 3 PREPARED BY: BUILDING DROPS,INC. ///%/// /// 998E�19ABF?D1,1t 990UA 998 �� Ph(9u19s9ear9 11 wm....m.nm��Anacom 11 INTERIOR EXTERIOR EXTERIOR •••••••• • • • • 4 / �a CCCoa) gQg3 wm > 5 LLU OPERABLE HEADOPERABLE SILL OPERABLE SILL • O�SIRSHON-ISNING SIMILAR ISWNG OUTSWING •••• ENDURA ZAL4585F AFCDJ-2297 • ITRIOR yo $QN� • • • 1.1J o 0 • k •••••• • •• •• ••••• • • •••••• •••• • • • EXTERIOR NTEAIOR REMARKS BY DATE • • • •• 61KNIBR EXTERIOR - / % NTERDR EXTERIOR Add ABA sOl, Wd-PolntLock aLa923A •••••• • • 000000 •••• ••• • WRXOK wWft[N CGHINt W 8U60LY0090Pt.�NG .N.IHNAT�ONy tLIunOV9,WO��MnWO90n11P ••••• OPERABLE ADA SILL OPERABLE SILL r7 OPERABLE SILL aawalloeroNnwMatM � moMD 4 INSWING/OUMNING Q, INSWING4 OUTSWINfl ♦♦♦♦,I,IIIE,J,,,,,�. NNDURANCISOOD AFCOA-278/P-2000 OPTIONAL AFCO H497 ♦♦ ��5 F. Q * 7 -- 11 ,,iii F•''•da nRpbG\♦♦,♦ B % INTERIOR EXTERIOR re 8 INTERIOR EXTERIOR aa DATE: 02.05.14 DWG.PY. CHK. Y: G JM SS MSS OPERABLE SILL OPERABLE SILL SCALE: NTS 4 OUTSWING 4 OUTSWING DWG•#:A010871A OPTIONAL AFCO A-117 OPITONAL ENDURA ZOBL458BF SHEET: O F 8 4 PREPAREDBY: HINGE SCHEDULE HINGE 9 X 2-AT IAMB: Q PLACE A9 X 2-1/2"FFH SCREW NEXT TO WEATHERSTRIP BUILDING DROPS,INC. DOOR HEIGHT QUANTITY 99eeo .9 aLw.,M 999 ()ANa BE ,P199904 6'.6" 3m(964)999-8418 �\ PAN:(994)144.4198 8'-0" 4 WE6wvn.hwl9egd�"9amm 1 18 19 •••••••••/i/�•////�\.1••••••• EEKT••WO••R•••••�•• 1EX \ /11 / O \ ���Z O wQOc= m ic INERIOA INTERIOR 1-#9X2-1/"PHIWPS FLATHEAD WOOD SCREW •••• • 9-#9X3/4"PHIWPS FLATHEAD WOOD SCREWS 0 4-#9PHILLIPS FLATHEADWOOD SCREWS g a USE 3/4"LENGTH K)R 6'-8"DOORS ""'• • •• •• USE 1"LENGTH FOR V-0"DOORS " '• ib�it3AMd••:•. 3 HINGE JAMB • f OU75WII�84HI9W N�IIVSWIN:SMONLAN 5 OUTSWING SHONIN•INSWING SIMILAR REMARKS BY DATE • •• ....0 Add ADA dA,Multl•Polnt Lo4* GL 06/73/14 •.•... •••••• 9.#9X13/4"PFH 13-#8 X 19/8"PFH(6'-8"UNITS) ' •••••• � 8.49X2112"PFH V/HAYWARE 3-#8X2"PRH 19•#8X13/8"PPH(8'-0"UNITS) *:Goo W/STRIKEMAiii)1AY1RE '(6'-a}'&8'j"UNITS) W/STRIKE HARDWARE w�m°�o W mNa a9uurnrm yinn • 1•MPL STRIKE PLATE COMES W/HARDWARE 4-MPL MIKE PLATB6 mawalloeronaeoodrarndrenim'rmm+mroAw �� 4-#8 X 19/8"PFH 20 21PLATE 1'REINFORamENT HOPPE#2512296 `IIIII111//1//j� EIITENOR EXTERIOR o 0� `��S F, O F A- i * 7 C ZI T T C'C 3 i�d •. C P••'�lu�� ci INTEAIDA d INTERIOR neve t >a S1, 1 4 ROCKWELL MULTI-POINT LOCK JAMB HOPPE MULTI-POINT LOCK JAMB 16--�HOPPE MULTI-POINT LOCK DATE: 02.05.14 5 OIITSWINOSHOWN-INSWING SIMILAR5 OUTSWINGSHOWN-INSWING SIMILAR 5 TOP REINFORCEMENT PLATE•ACTIVE PANEL ONLY GG' YJM SS MSS SCALE: NTS DWG.#:A010871A SHEET: OF8 5 PREPAREDBY: 2X WOOD BUCK 10� BUILDING DROPS,INC. MIN. s9e e.w�wnwBBnotn=4 x�e EDGE DIST. Z c ��� WOOD ANCHOR PK(950)99s- m SEE TABU:SHEET 2 a �� SEE TABLE ON SHEET 2 �50J1"AM mr � SILICONE c 2X WOOD BUCK �� p y .. g D a >_ IN ® MAX. 2%WOOD BUCKfn g WOOD ANCHOR SHIM m • 6• SEE TABLE ON SHEET SEE TABN.U SHEET 2 C Q co to :0690: '• ••' �, _.MEAD(TYPICAL) JAM B(TYPICAL) 3 OPERABLE SILL go • • • •• 6 O NGSHOWN•INSWINGSIMILAR 6 OUTSWINGSHOWN-INSWINGSIMILAR 6 INSWING•NO ANCHOR REQUIRED 00•• Q •••••e ENOURAZAIL 063F • 00 • • • 6 000000 SILICONE [gym 000000 • •• •• **see: • • SILICONE SILICONE •a 6•• •• • ••• REMARKS B DATE • • Add • • • • 2X WOOD BUCK 2X WOOD BUCK gppsill,MW8.PoLack a.LuoWz • •• ••• 0000•• 0:0 0 2X WOOD BUCK • a • • a • • •• M08RiYLMTBHP .omvutlDP1M'RD�OA Pte! • WRNDUTNWTBNOYV�IfW 14uINW DROI%MG •'•"• 0.6.0• 'OPERABLE SILL OPERABLE SILL OPERABLE SILL �..Dn6DDD �roD POFD ,ulDgnONB eDotTroNS WDIQfQNnNO,OR D R 6 OUTBWING-NO ANCHOR REQUIRED 6 INSWING-NOANCHORREQUIRED OUTSWING•NOANCHOR REQUIRED ,I%% 111I111j� AFCO J-2207 AFCO A-279/P•20W APCO H-497 r: 6.0 i SILICONE SILICONE SILICONE �e,. x`Yi��` Peet �nta 29 WOOD BUCK 2X WOOD BUCK 2X WOOD BUCK DATE: 02.05.14 $ OPERABLE SILL OPERABLE SILL 1 SS OPERABLE ADA SILL GL JM Mss 6 OUTSWING-NO ANCHOR REQUIRED 6 OUTS9WING-NOANCHOR REQUIRED 6 INSWING/OUTSWING-NO ANCHOR REQUIRED SCALE: NTS AFCO 14117 ENDURA ZOBLJBBBF ENDURA HOS000 DW G.Jh A010871A SHEET: OF8 1>OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW C SECTION OF HEAD OR IAMB AS LONG AS MINIMUM v EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. PREPARED BY: 1K WOOD BUCK ld EDGE DIST. (OPTIONAL) SEE TABLE SHEET2 BUILDING DROPS,INC. see e.wwnBeoal eLw.,are.ase n4wABsna,xaawa CONCRETEANCHOR PK(esa}asa 78 SEE TABLE ON SHEET2 PNC(9Nj7Cd.<laB yl WE&nn�.buYdm�roPacmn CONCRETE/ � - Gi MASONRY a �F BY OTHERS CONCRETE/ % ETE/ ti MASONRY J YA �� � BY OTHERS LX WOOD BUCK . 1, Vf (OPTIONAL) '' MAX SHIM CONCRETE ANCHOR CONCRETE/MASONRY BY OTHERS Q SEE TABLE ON SHEET 2 MIN,EMBED, • •• SEE TABLE SH9ET2 W ;0.00; 01•• HEAD. TYPICAL _ JAMB (TYPICAL) OPERABLE SILL E ° • • •• • OUTSWINGSHO -INSWING SIMILAR 7 OUTSWINGSHOWN-INSWINGSIMILAR 7 INSWING-NO ANCHOR REQUIRED 0 U ° 0000•• • • • • ENDURA ZAIL456SF z • • U 0 • • • 0000•• ° 0000•• • •• SILICONfi 3 ••••• •�•••� SILICONE SILICONE so*** •••• •• • REMARKS BY DATE • • • 00000: • •• �C •••��• d -G e d C e e Add ADAdII,MuId•Polnt Lode GL /73/14 • • o a a • • 000 CONCRETE/ CONCRETE/ CONCRETE/ •••••• • • MASONRY MASONRY MASONRY • •••••• BY OTHERS BY OTH ERS BY OTHERS • • • • •• :0090 • 0064.♦ MDINNL N°TBl ptpp°p�dDINWXW OB PNlf • •0.0 • WI1XtWf W lNC°NAMoP8Y6pINBUBOP lm •. OPERABLE SILL OPERABLE SILL OPERABLE SILL AT1P°_llWAI °'°"''w�°°"t"�''°"°'"`p mwamYaa ronin oocuklmratt trorPesMmao.an OUISWINOAFCOJ-22B7ANCHOR REQUIRED 7 IN51AlING-NO ANCHOR AFCO 276/P-2000 REQUIRED 7 OUTSWING AFCOH-497NO RREQUIRED ,``,`��,I�IItO"I,'',i SILICONE SILICONE SILICONE 01 RN e e e e e e e e rt �� Q Q d 4 Q O FHP mtf.WO.P� 1dn7Nf12am CONCRETE/ CONCRETE/ \\—CONCRETE/ MASONRY MASONRY MASONRY BY OTHERS BY OTHERS BY OTHERS g OPERABLE SILL rT� OPERABLE SILL OPERABLE SILL DATE: 02.05.14 7 OU7SWING-NO ANCHOR REQUIRED 7OUTSWING-NO ANCHOR REQUIRED7 UISWING/INSWING-NO ANCHOR REQUIRED DWG. Y: CHK. Y: AFCO A•117 ENDURA ZOWAS65F ENDURA FICI5000 ADA G J M SS MSS SCALE: NTS DWG.*A010871A SHEET: OF8 OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. PREPARED BY: BILLOFMATERIALS 20 ROCKWELL MULT-POINT LOCK 21 HOPPE MULT-POINT LOCK O ITEM# DESCRIPTION MATERIAL W/SILL SHOOT BOLT PLATE#2098911 FINGER JOINTED PINE SOUDPINE ® BUILDING DROPS,INC. seea BUILDING ass 1 FRAME HEAD/JAMBS mry 93413,tLan LAMINATED VENEER an:l9xlses'e°�e LUMBER W.(98/)7644798 ® wee www.ewimre6Av.mm COMPOSITE 2 (NOT USED) B 3 (NOT USED) ------- JAA ------ W 4 ENDURA 2AIL4565F THRESHOLD - ® CL Q tl S AFCO J-2297 THRESHOLD w 8 AFCOA-276/P-2000 THRESHOLD 6fd1 ?2 O g 7 AFCO H-497THRESHOLD 0 O®OC ® m 8 AFCO A-117 THRESHOLD 0 �j 9 • • • ENDURA 208L4569FTHRESHOLD 0 e 00 HANDLE + Z OQ. Zgg� •••4M END ATHRESHOLD HEIGHT 0-0 •••••• WEATHERSTRIP URETHANE FOAM& • 4 •••�� • • • POLYETHYLENE O "r • 12 0 NON-COI_MO4 rlM(0.25"MA7LTHK.) COMPOSITE HANDLE 0 O a ••• • (N USED) HEIGHT O s" ••••4oA� 9•••: • AN OTUSED) �� O ••••� 0 60 W INSTALLA N SCREW W/11/2"MIN.EMBEDMENT STEEL0 0 0 m REMARKS BY DATE • • t ./CMU ANtgR SEEIINCHOR TABLE SHEETS 2&3) STEEL Add ADA 8111,Ma-pcim Lod /23/1. BUTT HINSe(SEE SCHEDULE SHEETS) STEEL • ••A KWRBETLOCKSERIES 400 STEEL ca 19 0•0000 KWIKSETDEADBOLTSERIES 780 STEEL 9p LLMUL IRrTO UE LATCH 07322676664 UNIT ® win+ovrww}nnm�savrwew�araao�cartx • •••� •� STEEL � w.�orvs,.�n��Dummaam"m 0 RWiLLMULTI-POINTTDROUELATCH#732267608.0UNIT a 0.6g�� waormron�uooanewrawEnorvewwmcxm 31 HOPPE MUU-POINT HARDWARE HLS9000 STEEL 22 Q HOPPEMUU-POINT HEAD SHOOT BOLT PLATE LH#8784081 23 HOPPEMUU-POINT HEAD SHOOT BOLT PLATE RH#8783923 i J9" +F 145"4r T T t C OFRAME HEAD/JAMBS O ENDURAZAIL4565F O AFCO J-2297 O AFCO A-276/P-2000 22 HEAD SHOOT BOLT PLATE(LH) '.,F PL VARIES,SEE BOM AT LEFTTHRESHOLD THRESHOLD THRESHOLD — 4.56" L�—s,6z" .� 4.57" --� 1.75" DATE: 02.05.14 DWG. Y: I CHK. Y: AFCO H-497 THRESHOLDO AFCO A-117 THRESHOLD ENDURA ZOBL4565F ENDURA HC15000 ADA HEAD SHOOT BOLT PLATE(RH) GL J M SS MSS O O THRESHOLD 10 THRESHOLD 23 SCALE: NTS �- DwG.#:A010871A ®® SHEET: OF8 o I--a.sB"--�--I I s.ao" 1.75" 8 —4.62" I'�—4.56" o MIAMI•DADE MIAMI--DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(BER) 11805 SN 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NO'I'I OF ACCEPTANCE(NOA) www Mmmidade.aovleconomv CGI Windows&-Doors,Ine 10100 NW 25 Street 4: Miam4_F1.33172 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(AHD). 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. LDESCRIPTIONt Series 238 Outswing Aluminum Casement Window-L.M.I. -_ --- _- -_ APPROVAL DOCUMENT: Drawing No. W98-1.00, titled "Series-238 Aluminum 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 I dated 04/25/14,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, Pte,, bearing the Miami—Dade County Product Control Scetion 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 hangein 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.1ltis•84ti9ur1QA " ,j>U'provided to the user by the manufacturer or its distributors and shall be available f+as'znspechoa a e job site at the request of the Building Official. This NOA revises NOA#12"112934 anJcoilsrsis of";page 1 and evidence pages E-1,E-2 and E 3,as well as approval document mentioned above. The submitted documentation was review"lat Mauml Perez,P.E. . . •• NOA No.-14-0506.01 NfIA41FDADE COUNTY • , •• • •• • • i Expiration Date: October 26, 2015 { Approval Date: June 26,2014 Page 1 . . .. ... .. .. .. ... . . .. . . CGI Windows&Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W98-100, titled "Series-238 Aluminum Casement Wdw. (L.M.1)", sheets 1, 1.111 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04198, with revision I dated 04/25/14, 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 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 a series 318 outswing aluminum casement window, prepared by Certified Testing Laboratories,Test Report No.CTI.-3009WB,dated 03/24/14,signed and sealed by Ramesh C.Patel,P.E. 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Lnpact Test per FBC,TAS 201-94 5)Cyclic Wind Pie Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,and TAS 202-94 along with marked-app drawings and installation diagram of an aluminum casement window, prepared by American Test Lab of South Florida, Inc., Test Report No. ATLOSF-1109.01-12,dated 11/20/I2,signed and waled by Henry Hattem,P.E. (Submitted under previous NOA#12-1220.14) 3. 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 2411.3.2.11,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 H I'1,0080-0903-07 for specimen B and C, dated 09/21/07 and 10/12106,loth signed and sealed by Vinu I Abraham,P.E. (Submided under NOA #08-JOIA02) . .. . . . . ... . .. ... .. . . . .. ••• ••• ••• ••• nue r z,P.E. 600 . . . ' Product Con of E miner .. . . . . . . . . " ' 0 ' NOA 0506.01 Expiration Date: October 26,2018 ... . . . . ... . Approval Date: June 26,2014 . . . . . . . . . . CGI Windows&Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBbUTTED B. TESTS(CONTINUED) 4. Test reports on: l)Large Mis=sile 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.HETI-08-2143,HM-08-2144,HETI-08-4287 and HETI-074298,dated 06/27/08 and 07/17/08,all signed and sealed by Candido F.Font,P.E (Submitted under NOA #081010.02) S. 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 aluminum casement window,prepared by Hurricane Test Laboratory,Inc.,Test Reports No. HT1-0080-0303 96 and HT1-0080-1107-98, dated 03/06/96 and 11/10/98, both signed and sealed by Timothy S.Marshall,P.E_ (Submitted under NOA's#96-0417.03 and#01-1002.03) 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)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. FTU 1003 and FT1-1041,dated 10/14/94,both signed and sealed by Yamil Kuri,P.E. (Submitted under NDA#96-0417.03) 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. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) • •• ••• • • • • • •• • •• • • • • ••• • ' •°° ••• ••• ••• • Manuel Pe E. . • • • • ' ° • • • Product Control xami er ..• ;' ;• •d° ;• ••• NOANo.Z,--- f .Ol Expiration Date: October 26,2018 Approval Date: June 26,2014. ••• • • • ••• • • CGI Windows&Doors.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMMED 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. 12-1231.08 issued to Eastman Chemical Company (MA) for their"Saflex CP--Saflex and Saflex HP Composite Glass Interlayers with PET Core"dated 03/28/13,expiring on 12/11/18. 3. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass InterIayers"dated 03/28/13,expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance,complying with FBG a Edition(2014),dated April 11,2014,issued by Al Farooq Corporation,signed and scaled by Javad Ahmad,P.E. 2. Proposal No. 13-1098 iss� by the Product Control Section, dated October 02, 2013 and revised on February 24,2014,signed by Manuel Perez,P.E. 3. Laboratory compliance letters for Test Reports No.ATL-0080-4301-07 for specimen A and B and HT1-0080-0905-07 for specimen B and C,issued by Hurricane Test Laboratory,Inc.,dated 09/21/07 and 10/12106,both signed and sealed by Vinu I Abraham,P.E. (Submitted under NOA #08-1010.02} 4. Laboratory compliances letters for Test Reports No.HETI-08-2143, HETI-08-2144,HETI-08-4287 and HM-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 under NOA#08-1010.02) 5. Laboratory compliance letters for Test Reports No.HTIr0080-0303-96 and HTL-0080-1107-98,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 011002.03) 6. Laboratory compliance letters for Test Reports No.FTL-1003 and F171,4041,issued by Fenestration Testing Laboratory,Inc.,dated 10/14194,both signed and sealed by Yamil Kuri,P.E. (Submitted under NOA#96-0417.03) G. OTHERS 1. Notice of Acceptance No.12-1220.14,issued to CGI Windows&Doors,Inc.for their Series"23$"Avtwiag Algminugl Casement Window-L.M.I.,approved on 03/21/13 and expihng o4.10118. • • ••. .•••.• •• •.• .•. ••• • uelPer .E.• ProductControl ' a er. . .. .. . . .. . . NOA No.t o . Expiration Date: October 26,2418 Approval Date: June 26,2014 ... . . ... :9-3 . . . . . . . . . • . •• •• . . • •• .• ... . . . ... . . i GENERAL WIND079 SECTIONS WINDOW VADIH FLANGE FRAME VENT WIDTH 1 D L OPG. 7 WW-7° 8°MAX.GYP. Q A HEAD/SILL F, 7 CORNERS 0'+ O 2 II�T��SI' "{�, CAM LOCKS Q u s z LOCK POINTS J ALL SIZES ODRER C ST♦3MPAE:VINODMS ONLY •••• I _ �-__-- SURFACE APPLIED •••• • I -3F--- FALSE MUNTINS •• __��-_•__ fWNvm OPTIONAL \FOR CLASS TYPES, •• •••• REFER TO SHEETS 3 AND 4. x.TYP. 7 • J • ••• AT HEAD/SNLa• 0 0 0 000 T• TYPIC ELEVATIONT• DTH • •• (FLANGE FPAMO • • • M D7 • • • EXTERIOR MULTI POINT LOCK •••• MAXIM MUIn POINT LOCK B BYINTERLOCK' BY'TRUTH' ALT.TO CAM LOCKS �l g I ALT,TO CAM LOCK MAX WDW. LOCK MAX.WOW. LOCK HEIGHT POINTS 31F]OHT PODIT3 42. 2 0 30° 2 3 74° 4 4 74° 4 © e 7 12 THESE WINDOWS ARE RATED FOR LARGE&SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. INSTRUCTIONS: �� P USE CHARie AS��• i NOTE$ FOR MULUON/MULnPLE UNITS, REFER TO DETERMINE DESIGN WIND LOAQ REQUIREMENT BASED THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE SEPARATE CGI MULLION N.O.A. ON WIND VELOCITY BLDO.HET.WAND ZONE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING MOH VELOCITY -----. USING APPLICABLE IGH ASCE 7 STANDARD. HURRICANE ZONE(HVHZ). STEP 2 SEE 04 RM ON SHEETS 3 AND 4 PDR DESIGN LOAD WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER Wn Az__ rr%oOU CML as yCT RMSED � G CAPACITY OF DESIRED GLASS SIZE/TYPE. LOADS TO THE STRUCTURE. FTA.PE!70691 •��Uto Malde OAK. Rudding Coda STEP 3 USING CHART ON SHEET 6 SELECT ANCHOR OPTION ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS,ANCHORS Accep�lm.u',n �Af Wlb YmN DESIGN RATWO MORE THAN DESIGN LOAD SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. IN STEP I ABOVE. ANCHORM OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE 09 BNOT PART OF THS APPROVALSTEP 4 fF ALUMINUM BUCK SYSTEM S USED USE GFIART ON . Mdo Product. SHEET 7 TO DETERMINE CAPACITY. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ' W98-10Q STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 ALLSHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. r SHALL APPLY TO ENTIRE SYSTEM. sheaf 1 of 7 WINDOW WIDTH 4au wW—N vNxfI MN! � co MIN! G GENERAL WINDOW SECTIONS O.L OPG wrN-s +/a° ROM&L LEG FRAME s°MAX.TYP A HEAD/SILL CORNERS n IA m 7 . . . a aig .... . .. t • /i_ II i 0000• • • •� 3 CAM CK PO •.•..• s a Lock POINTS ••••• • • • • ALL SIZESSURF ••© SKXBER •••••• T'= p- —FALSE CMUNTINS� •••s• AT 04PACT WDNDOWS ONLY •• jy II OPTIONAL N 0000• • • ••:•t • •8 0000•• � 10 -���•-__� - I � � ' 00000 •• • 0000• • •. A• ----------- 000L] 8L 00 __-- 0000• 100 • L3 24"MAX.TVP. •• • AT HEAD/SILL • TYPICAL ELEVATION 6:00 • • • (EQUAL LEO FRAME) f 7 •••• a FOR GLASS TYPES, g D.L.oPQ, REFER TO m DD 4 sPo• a I/a' g_ 1/4° VENT WIDTH SHEETS 3 AND 4. VENT WIDTH 3/4' c WIN OW WIDTH WINDOW WIDTH O EXTERIOR 9 MAXIM MULTI POPR LOCK LOCK MULTI 'INTERLOCK! A�LT.TTOCAIA LOCKS ALT.TO CAM LOCKS MAX.WDW. LOCK MAX.WDW. IOCN HEIGHT POINTS HEIGHT POINTS 4a°• a ae" a Q ea° 3 VolS ll 84 4 4 J I B4" 8 NN 3 L 5 Engr..1AVcum p(NOi)UCT REVISED Q ay ro,yplYing,vithiheFlorida 33 O a 8 FIACAN.3ra .PE j 70961 Amp a Coda � 4 og IS 3 0 2fl 4" /Da&Pro" Co0W1� drnWtng no. tt sheet 1.1 of 7 8625 2 5/8' 2.075 1.797 .769 5 1.307 .980 nP. O LmE I I 2$29 � 2R19 J_ 320 N1 1 2.465 1.4� , .080 TYPE 1.222 Q 9 13 ® .0 THICK ST.STEEL ®CORNER KEY .082 THICK ALVMNUM Q CORNER KEY FIlWCE FNAIAE Q VENT (9/16" LAM. CLASS) Q 1.078.768 • 00 • •• • •• T_ 090 TYP • • • 1.087 1875 • • • • • ••••• 2. 2.718 1.439 • VENT CORNER .0B6 TVP. ••••• •• • ••••• •:•••• !i•••i 1$24 VENT (INSUL, LAM. GLA9S) ••••• •• • ••e• 8 C • • i • • ®to EQUAL LEO FRAME rc�9�lj • • • •••! L797 ••�LL RAME AND VEW CORNERS TO 8L••••• am PART/ gUANTWV D) ION MATERIAL LANP./mA%w/Rmu= 9 D WITH OE RUF OR EQUN. • 1 001-373 4 FIAKOE FRAME 8083-T8 DMALEK OR 80W. .090 TYP. ab ••••• • •••••• 1A 081-397 4 EWAL LEO FRAME 6063-TO INDALEX OR MY, z 1879 •• •:•••i • •• 2 C01-378 1 1hTR(8 1B'!All.OIAB em-yo INOALE7f OR EOIAV. �j • • • • 28 cm-3814 VENT IAN,0 8083-T8 INDALEX OR W •••••• •••• e • W. 920 • • 5 2C 001-385 4 VENT(7/18'im,OLA"") 5983-T8 INWJkX OR NW. a fee* 3 COI-378 4 OGEE CLAZING BEAD 8683-78 MAW OR EOW. 3A C01-399 4 SQUARE 01A21N0 BEAD am-yo INDALEX CR tow. p 4 - 4 .080 TK"CORNER KEV ALUM" 1,347 p 4 0 - 8 .080 TKCK CORNER KEY ST,Elm GGGiii 6 AP-428 AS RECD. FRAME WFATHERSTRIPPNO 6CHLEOEL APNB ® VENT (7/16' LAM. GLASS) 7 Q280-K-180 A9 REW. VW WFATH£R9TRWRNO - SCHLEGEL 0-IAN 384 235-10-00-101. 2/VENT 4 BAR KKOE,AT TOP AND BOTTOM WEEL TMJrH,ATT •ACM W/lel/S X 3 SS BMS 8 24-13-00-202 2/VENT FACE MOM LOCK STEEL I TRUTH,ATTACHED w (2)18 X 3/8'SMS 9A - 1/VENT MULTI POINT LOCK - TRUTH J83 s30 gg i/VENT UUL71 Pow TACK _ INTERLOCK _I 10 - 2/VENT .110 TAM LOCK KEEFER,A7 FRAME JAMB FACWG LOCK BTEEL W.ATTACNEO.W (2)#10 X 3/8'SS SMS ,817 Aq 11 - 1 OPERATOR( 81EEL TRUTH.ATTACHEO W/(2)18 X 3/8'SS OMS ® COI-375: OGEE OLAZINO STOP 6 11A - 1 OPERATOR(OPTIONAL) am wERa6K 12 30770 1 OPERATOR IP" STEEL TRUTH,AnA*n W/(2)/8 X 3/8'SS SMS .753 13 - 2/CORNER FRAME AND VENT ASUMBLY SCREW" 110 x 1-1 4'S""MB 9 936 {4 I O N IA COI-396: SQUARE GIAZWG STOP r.JAIL' PRODUCTROVISRO �u SA PF as mmPlYins%vit60u Rladda N _ CAN.'•1!139 I1ullding Coda , 4.0 os FRAME CORNER ' 3 0 209 alt DedeProdua drawing no. (, r- 1 W98-100 88lat of 7 1/8'ANN. GLASS 3116'ADN.CLASS 090'Saflex Clear And Color pace 3/18°HEAT STREN'D GLASS 090"SaOex Cleor And Color Glass By'Eastman Chemical Co.' 117'Eastman Chemical Co.' p•�� 090°Intertoyar 078°sSaflextman CP mita PET Core 075"Sa9ex CP Withmic PET Core W SoBy ex Cleor And Color Glass INTERLAYpiS INTERLAYEfffi 'Eastman Chemical CO.' Eh' DuPontn Chemical Co.' .0 'Eastman Chemlwi Co.' z OBD•DuPSan4ryCloe 090`DuPont SantryGlas / 1/8•A104 GLASS By'Ed.DuPont Ds Nemours&Co.,Inc.' By 'E.I. DuPont De Nemours&Co.,Inc: pC 3/18°ANN.GLASS pmt� 3/18°HEAT STREN'D GLASS g0�BEAD i $CMIE 's( ALL GLASS TYPES Gf tPAO SILICONE \233 �� SILICO E e 1 !80 GE-IND DOW 899 1 DOW M MN 999 I d OM 999 it 111..r� . DOW 899 I 1 DDV 899 I h 6/18" NQ[dIN� I/Ir 7/18" NOMINAL df Q GLASS TIIPE•0.#_, OLM TYPE '8' GLASS TYPE 18' • ••e PERFORWCE VALUES OFO MIMCT FAMI5TANT WINDOWS PERFORMANCE VALUES OP IMPACT RMIBTANT MNDOWS PERFORMANCE VALUES OF IMPACT ENEISTANT WINDOWS 91 • • NO B WX4 REVAS NO SIRITIM REGM NO siurr B Ream ffi Y�i. • • 5 11Re 7 FOR OQ AUNI01 MINIS lum m Ia1CCfe a 7NRU 7 FOR NWHATON 0=2 OUR TO 9NCA76 6 MW 7 FOR 019WIAIM WARS i�{t • WIt1DOW DIES. GLASS TYPE'Y OWED TYPE'8' OLA88 TYPE'8' WIIG)OW DIMS. GLASS TYPE'6' GLASS TYPE'9' GLASS TYPE'6' WINDOW DIRE. GLAD TYPB'B' GLASS TYPE'8' OL40 TYPE'8' • mom NEl4trt EXT.(+) INT." INT.(-) 00.(+) IM,(-) WVIM NEIOHT IDR.(+) W.(-) DR.(+) INT. -) EXT. +) INT.(-) EM NEWIT EXf.(+) 1M,(-) DIT.(+) INT.(-) W.(+) INT.(-) :• •19' 11810 194.3 e11Qt` 1950 IWA 198.0 20' 86,7 8617 1104 198.0 110.0 INA 19-1/e° IICA 106.0 IIcO 195.0 110.0 195A • 00 • •�• 41 161. 0 IOU 110.0 108.0 24' 73.4 73.4 110.0 120.0 110.0 120.0 to-1/2° 28• 110.0 19x0 1ta0 195.0 110.0 195. 211" 110. 13869- It(o teak 110.0 1990 28• 64.2 642 110.0 120.0 110.0 120.0 37' 110.0 148.4 tick look Ilom 195. •• •�' 35 11 ;D 129.6• Aft 108.0 110.0 look 30• 88• sae 90.6 tick 110.0 110.0 I204 461• 110.0 1201 fia.0 -Is-&a 114.0 19EA r� i2' • i1 121. ;iiL I9a0 110.0 195.0 32• 57.5 57.8 110.0 110.0 110.0 120.0 19-118` 110.0 100.8 110.0 1904 110A 1954 G •• of107.9 107.9 110.0 1000 11x0 INA 36• - - 60.0 60.0 60.0 no 20-1/2' 110.0 137.6 11x0 106.0 110.0 196.0 40. • 97.1 07. 195. 11a0 120.0 411' - - 50.0 bolo 60.0 50.0 37' -3/11 98.5 968 11610 184.5 110.0 110.0 • •fid' 8716 92.0 0101400 120.0 900 600 20• 80.4 56.4 110.0 1900 11010 1110 42" 86.8 868 1100 120.0 1100 110.0 • 20' • 1 199 0 196. 110.0 1900 24' 66.1 59.1 110.0 120.0 110A 120.0 19-1/9 110.0 144.5 110.0 1960 11x0 108.0 • -M ILO 110.0 13666 6110.00 INA Ilax 195.0 618' 45.9 46.9 110.0 120.0 110.0 120.0 20-1/2• 907 104.3 110.0 1984 110.0 195.0 ?9• • 1 0 lies 1501 195.0 ttao Inc 30• 40.0 ae,o 110.0 120.0 150.0 120.0 37• 7aa 74.7 I1ao Isco 110.0 120.0 Sar #1010 111. 110.0 196.0 110.0 195. 32• 43.6 43.8 110.0 120.0 itOA 120.0 42• 6518 658 11610 120.0 110.0 120.0 104.1 104. >110.0 11100 110.0 taco 38• - - 00.0 6010 00.0 60.0 19-t/8' 9&7 104.2 1104 10&0 lick 10510 O�g 39• 92.8 92:9 110.0 120.0 lick Isco 361• - - 80.0 80.0 80.0 e0.0 0.e-1/2• es' 74.9 77.0 110.0 110.0 110.0 120.0 _O C 40• 833 83.3 110.0 120.0 110.0 120.0 J5• 79' - 60.0 80.0 110. 60. 3Y eco 80.0 110.0 110,0 110,0 120,0 42' 79.3 79.3 110.0 120. BOA BOA 20' 52.0 52.0 110.0 120.0 110.0 120.0 48' 60.0 800 600 00.0 20' 110.0 1407 110.0 108. 110.0 look 24' 43.9 43.8 1104 120. 110.0 120.0 19-1/8° 53.0 634 INA 195. 110.0 120.0 24' 110.0 121.4 110.0 198.0 110.0 1115.0 18' 7e° 301 35.1 110. 120.0 110.0 120.0 26-t/2' 74-1/4' 406 408 110.0 120.0 110.0 120.0 28• 103.6 104.1 110.0 108.0 110.0 tack 30' - - 110.0 120.0 60.0 60.0 3Y - - 802 598 89A 89.9 g ggg 30• 97.1 07.1 110.0 198. 110.0 120.0 3Y - - 80.0 80.0 60.0 5610 37° 77' - 863 853 58.3 56.3 ** a p 31" �• 01.1 91.1 INA INA 110.0 120.0 a0' 41.8 41.8 11(0 174. 11010 1210 2 q 39' 60.0 90.9 110.0 120.4 110.0 120.0 ab° 34.9 34.8 110.0 120A 114.0 110.0 41 LIMIT MAX. LOADS TO 171.PSF 8 g 40• 72.5 me 110.0 120.0 110.0 120,0 28° 84' - - 110.0 120. 54.8 84.8 lS WHEN MULTI POINT LOCK BY'INETRL)CW 42' 614 811.4 110.0 12610 800 OCA 30• - - 81.2 81.2 812 91.2 20' 110.0 129.5 110.0 198.0 110.0 196. 32' - - 48.3 493 48.3 493 4<4r 9� �'7"APPLICABLE TO FLANGE FFMES ONLY 24° 900 107.9 110.0 196.0 110. look 28' 88.1 92.8 110.0 120.0 110.0 120.0 30' 64.4 563 110.0 12U 110.0 120.0 NOTE: t 32• 84" 6016 bo.s Ito.k I1oo nos tzoo GLASS CAPACITIES ON THIS SHEET ARE g 38• 71s 71.9 114.0 120.0 110.0 120.0 BASED ON ASTM E1300-09 (3 SEC. GUSTS) c• _- 40• 64.6 649 110.0 110.0 110.0 120.0 AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-OEC-219 42' 61.7 61.7 110A 120.0 no 60.0 ,1 20• 008 112.0 110.0 198.0 110.0 1900 ° CML JNAD MAD PttODUCT REVISED z0.• 88.0 95.4 110.0 196.0 110.0 120.0 FIA PE/ PscomplyingwuhdratRadda = C CAN.3s ButtdtnB Colo g 26• 76.7 83.3 110.0 120.0 110.0 110.0 AccaDlenee 30" �, 73.2 77.7 110.0 120.0 110.0 120.0 ,/' B reNon Date q 32' 70.2 72.8 110.0 120.0 110.0 120.0 NOTE: 117 yf, JB" 84.8 64.6 110.0 120.0 110.0 120.0 ro �� Product Co f f Browing no. LOAD/AREA LIMITS AP3! W98-100 40• - - so.k 60.0 60.0 sao FOR +110.0, -120.0 PSF = 16.34 SQ. FT. aa' 60.0 1 60.0 80.0 Bao +110.0, -195.0 PSF 10.00 SQ. FT. sheet Sof 7 1I ' PCLASS 1/8•TEMP.GLASS �u 090'SaRex Gear And Color Ghee AIR SPACE 090'SoOox door And Color Glass IIS o By 'Eastman Cnemial Co.' By'Eastman Chemkal Co.' 1 6'TEMP.GLASS 075'Soflex CP With PET Core / 075'Soft.CP With PET Core S gy'Ea tmon Chemical Co.' INTERLAYERS ey'Eastman Chemical Co.' O .090•DuPont Sentgfto 090•DuPont SentryGlos BY'E.1.DuPont De Nemours&Co..Inc.' By'E.I. DuPont De Nemours &Co., Inc.' SQUARE BEAD � I GLASS 1/8'TEMP.MASS OPTIONAL. SILICONE SILICONE ALL CLASS TYPES -t200 GE-1200 W 993 DOW 995 W 899 DOW 899 ArR sPArP.coN9T9TTaa Otn 5,R SETTING BLOCKS SETTING BLOCKS M SPACER AROUND ...^ Q T E1�DM TE 2/M E 1}IE PERIMETER OF THE O1A98. 3/4" INSULATED DUROMETER 8515 3/4" INSULATED OUROMETER 8815 0.0 GLASS TYPE 'EA' GLASS TYPE 13A' PEEPORMA0ICE VALUES OF IMPACT RESISTANT T1INDOWS PERFORMANCE VALUES OF WACT RESISTANT MOM PERFORMANCE VALUES OF IMPACT RESISTANT TIND01r8 NO SWUM RIMM NO Slium 9 Kowa No SKMWA RMUMM Tq RWER TO OHM 8 M 7 FOR OODAUA iGN arrms RM TO 01 19 8 TWOJ 7 FOR RISrALtAT10N OST/U RWM TO S11FE19 a TKQtU 7 FOR O18FAt1AZON 04TAU t� TINDOW DIMS. I GLOB TYPE'BA' I GUBS TYPE'6A' WINDOW DIMS. CLASS TYPE'8A' CLASS TYPE 13A' WINDOW MMB. OUSE TYPE'BA' GLASS TYPE'OA' WIOTH NEW BTW(+) INT.HIM".(+) W.(-) W1DM I HEIGHT EXT.(+) INT.(-) W. +) 1Nr. -) WImN mow 100:(+) 1M.(-) Or.(+) 1M.(-) 2t� • 1 O 194.3 1 19&0 20' 86.7 SS.7 110. 169.0 19-1/8• 110.0 195,0 110.0 198. I • •¢M 110.5 181.8♦ ita9• 185,0 24' 73.4 73.4 110.0 1E0,0 26-i/2' 28, 110,0 203. 170.0 185,0 V 210 0 0 4 1 0 13x8 11ao• 19&0 28' 64.2 64,2 715,0 tYao 37. 110.0 455 110.0 188.0 • •!of • 1100 129.T� 115,0• leas J9' 88' 60.9 60.8 11x0 118.2 42" 110.0 1281 110.0 195,0 • 32" 38' 110.0 121.* •110.0• 19&0 32' 57,5 579 110.0 1122 18-1/8" 110.0 190.8 110.0 198.0 • 35• 1oa9 107.9 1a toxo 36' Sam 90,0 - - 26-1/2" 38-3/8• 110.0 137.6 1 lio.0 196o S • • •• 9-711 87.1 1.GliaE•1 120.0 40' solo 60.0 - - 37• BBA 88.5 1100 125,0 G *1 •N/1 • lr2i 95, 120.0 20' 89.4 8&4 110.0 I2a0 12" 669 869 110.0 12010 u�1 0 j0' 1fa0 180.6 ttao 198,0 24' 56.1 86.1 109.3 109.3 19-1/6 110.0 144.5 110.0 79&l7 N • • E4 •• 11 130. 1 Q i9a0 2e' �, 48,8 18,8 98.3 85.3 28-1/2' 80-8 6, 88,7 104.3 115,0 195,0 r • ••g1p 19010 118.9 •19010 19&0 30' 48. 48. e9,8 89.5 37' / 74,7 74.7 110.0 1200 �,YY • � M 42' 110.0 111, 1 0 190.0 32' 43.6 43.6 88.0 85.0 42• BB9 6%5, 110.0 12ao tz�2 r 35,' 10440v .7 104.1 4X110 125,0 JB" �.0 �. - IB-1/6• 96.7 104.2 110.0 1960 S p ••a 20.0 32' �. 60.0 solo - 26-1/2• Sr 74.9 77.9 110,0 120. 40• • 830 ea39 law 120.0 38' 00.0 solo - - 37• 60.0 60,0 110. 117. -Zp-3 70.3• •110.0 120.0 20' 82,0 62. 101.3 101.3 4Y Fou 60.0 20' 0 1100 145.7 110.0 190.0 24• 439 439 88.4 65.4 18-1/e• 63.0 63.0 110.0 !--.god 24' • 0.0 121.4 110.0 198.0 28' 78• 38.1 35,1 743 743 26-1/2• 74-1/4' 4& 89 8 490.928• 104.1 101.1 110.0 12" J9' 80.0 00.0 - - 37• 80,8 889 -97.1 87.1 110.0 120.0419 419 80.8 804 37" 77• 885, 89.3 - 16i 32• 81,1 91.1 110,0 120.0 24• 349 34.9 Oslo 08.38• 80.9 80.9 110.0 120.0 28• 84• 848 5.5 - - rk LIMIT MAX.LOADS TO 171.0 PSF40' 7Z8 729 115,0 120.0 30• 81.2 51.2 - IISUUSED POINT LOCK 8Y'INETRtOCK'42• 60.4 69.4 110.0 120.0 J2' 48,3 46.320• 110.0 129.8 115,0 105.0 **SRE 37'X 77"APPUCASLE TO FLANGE FRAMES ONLY24' 95,0 107.9 110.0 IB9.0 SEE SHEET 1 26' 92.8 92.5 110.0 120.0 NOTE:30• 84.4 663 110.0 120,0 GLASS CAPACITIES ON THIS SHEET ARE32• Bole sae 11o.0 120.0 BASED ON ASTM E1300-09 (3 SEC. GUSTS)AND FLORIDA BUILDING COMMISSION - 1. 71.8 71.9 110.0 120.0 DECLARATORY STATEMENT DCA05-DEC-219 5,o• ea9 64.e 11ao 12ao 42• 81.7 81.7 110.0 120.0 20• 8a8 112.6 110.0 188.0 Ergn yCpa 0 as comPRODms n2 wt dw PlefjBg t FL A.PES 70882 OU6ding Code N 24' 866 85,4 110.0 120.0 CAN.3838 cc Me 28• 76.7 835, 110.0 120.0 NOTE: Aa{retI � � b.. W. 73.2 775, 119.0 120.0 LOAD/AREA LIMITS Iy 32• �702; 75,6 11ao 12xO FOR +110.0, -120.0 PSF = 16.34 SO. FT. 1y� Dade r�rnt- drawing no. 38• 64.8 110. 120.0 +110.0, -195.0 PSF = 10.00 SO. FT. �r400&0 - - ✓ W98-100 5,2• eo.o eco sheet¢of 7 INSTALLATION CONDITIONS—FLANGE FRAME (APPLIES TO ALL FOUR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEET 8 M TYPICAL ANCHORS �Y SEE ELEV.FOR SPACING TYPICAL ANCHORS SEE SHEET 8 FOR DESCRIPTION 0% SEE 0. FOR SEE M.FOR SPACING TYPICAL .FOR SR SPACING fQ SEE SHEET 8 FOR DESCRIPTION �. zd SEE SHEET 8 FOR DESCRIPTION METAL a al /B•STRUCIURES TFBC.ADN. ^a S SEALANT SEALANT ISa n� M pQ 4 ' ,�'a: •a <a ,a � 2 1/8' '' :• .a o.a• e � a 1/a' i '� � "RWq( vG v.,c �.' :v0 ° v• � �.• 9•. MIN. Y d •/"MIN. a '1'MIN 2-1/2'MIN. INSTA4 TION TYPE '1' WOOD BUCK TYPE '1' INU IATION TYPE ' ' WOOD BUCK TYPE '2' lie• ••i••• •��}•• WT�IAl.:PRESSURE TREATED J�BIE91bLt PRESSURE TREATED :0,000 • ATTACHMENTTYDICAL INSTiALL4TICN DETAI TYP .A INSTAL eTipN DETAI••• •:b�l•I�L FOUR SIDES,/ LNG WOOD ON ALL FDUR SIDES&WING WOOD AAA ML„&TR L'.TI RFS N • • • 0000•••• 0000••• • 0000 0000 1/8'MIN. 0000•••• ••••• • • may,*pp�PACING /-SEEEl”.El" FORRSSPAGNG TYPICAL ANCHM o� • SEE SHEET 8 FOR DESCRIPTION SEE SHEET 8 FOR DESCRIPTION I I SSM ELEY EE SHEET OR R DSI RIPTION ill M 0000••• 0000 • 0000•• Ir7�1 D ttVV •0000•• •00•• 1 3/8. i I Q M SEALAAT • 0000 • SEALANT 0000••• 000 • t,, 111 IFW�L7 �TXp- • 0000 • • 009 00 � �� 'ti I� W �+^moi Ci 0000••• 0000 'a t 2 7/e' TMN � 21/8"am INSTALLATION BY OTHERSCK lNSTALLA110N BY OTHER1'MIN, � ATTACHMENT TO APPROVED MULL NS � INSTALLATION TYPE "a WOOQ BUCK TYPE "3' INSTALL eTION TYP '4' WOOD BUCK TYPE 'd.' MATPRESSURE TRFATED MATERIEL PRESSURE TREATED TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL r� ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDES/USING WOOD g ALUM CHANNEL ' 3/4°x 1•x —1(x 1/8' Ener:JAVAD Ai PRODUCT RBVISBD 2-1/Y LONG TTT AT ANCHOR CQCATONS FU.PE 7Q992 e•9��uFIYRng%vRW1RAF19rlda N CAN.3838 DOltdhtg Com g� Atxsptmu+a I RtPiretlonDate 7 � ,1 APR -2094 g, U WODD BUCKS NOT BY CGI CORP., MUST SUSTAIN AllBY DadoProduq drawing no. LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER I ALT, ANCHOR LOMON {i' f i W98-100 THEM TO THE BUILDING STRUCTURE. WITH SHEAR CLIP sheat 5 of 7 INSTALLATION CONDITIONS EQUAL LEG FRAME CAPPLIES TO ALL FOUR SIDES) U FOR ANCHOR PERFORMANCE VALUES SEE SHEET 0 to4" O_ TYPICAL ANCHORS SEE EZFOR SPACING SEE SHEET 8 FOR DESCfWMON Z METAL F TYPICAL TYPICAL STRUCTURES ELEV.FFOORRSSPACING SEE ELEV.ANCHORS RSSPACING 1/8"THK.MIN. An SEE SHEET 8 FOR DESCRIPTION SEE SHEET 8 FOR DESCRIPTION fj M Fri i I � h� I � I �Q o a.° °., '•9'. :°gMV -i2-I1r4_MIN. • • 2-1 J •••• INST_ALIA�I TYPE '1: •••• WOOD CK TYPE '1' NeT 1. ATION TYPE '2' WOOD BUCK TYPE '2' • • • • MAN PRESSURE TREATED MATrR?A I PRESSURE TREATED ••••• • ^ • TYUICAL INgiTALLAT N DETAIL TYPICAL CNSTA_LLATION DETAIL ATTACHMENT TO �LJS •• tN A FOUR ZID 1,ASING WOOD ON ALL FOUR SIDESZUSING WOOD METAL sTRU.CTURES ••••• • • •••••• 1/8'MIN. n • ••••• •• • •••• • • • • • TYPICAL ANCHORS N'" • • •• _ SEE ELEV.FOR SPACING T"A ANCHORS TYPICAL ANCHORS r- ••••• �S�[p,�y� SPAQNG SEE ELEV.FOR SPACING I f SEE SHEET 8 FOR DESCI8PIION • • S!E'•SRE-AMFOFI DESCRIPTION SEE SHEET 8 FOR DESCRIPTION i gg ••••• •••••• 138' I 4Y Ord _-J SIR p ° V ° d °C 2 7/8' ° Q" °.,' ATTACHMENT TO o ° BUCK INSTALLATION BY OTHERS e ° BUCK INSTALLATION BY OTHERS APPROVED MULLIONS $ I"MIN. 1'MIN. INSTALLATION TYPE '3' W000 LICK TVP '3' INSTAL TION TYPE '4' W000 BUCK TYPE MAXERt PRESSURE TREATED PRESSURE TREATED TYPICAL INSTALL° DETAIL TYPICAL INSTALLATION DETAIL ON ALL EOUR SIDEVUSING WOOD ON ALL FOUR SIDES/LISING WOOD 7AD ,� n PRODUCTREVLSEDi Buil&gOD&IthliwllPfide N 11 nccePi•moD I .WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN MW PwdunCo.*oW drewfng no.� W98-10LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. sheat g,�of 7 PERFORMANCE VALUES OF INSTALLATION ANCHORS PERFORMANCE VALUES OF INSTALLATION ANCHORS PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 8 FOR DELAILS REFER TO SHEET 3 FOR DETAILS REFER TO SHEET 5 FOR DETAILS ANCHORS W/O SHRAR CWP ANCHORS SUR mm CLIP ANCHORS W/O SHM CLIP ANCHORS NICK BRBAR CWP ANCHORS W/0 SMAR CLIP ANCHORS UM SHRAR CLAP WRmoW DIMS. AT 17"O.C. AT IV O.C. AT lY O.C. AT 10'O.C. WINDOW DINS. AT 17"O.C. AT 10'O.C. AT 17'O.C. AT 10'O.C. WINDOW MRIs. AT 17'O.C. AT f0'O.C. AT Me O.C. AT 10"O.C. fonD 'RDTH HEIGHT Exr.(+)TINT.(-)EXT•(+)TINT•(-)EX1'.(+)/INT.(-)W4+)1W4-) WIDTH HEIGHT EXT.(+)/WL(- -(+)/WT.(-)-(+)/IML(-)E%T.(+)/PD'.(-) L26-1/2- H EISHT EXT•(+)/INT.(-)-(+)/INT.(->EXT.(+)/W4-)EXL(+)/MF.(-) O 20' 198.0 1!18.0 184.6 198.0 32' 76" 133.2 188.0 76.4 122.2 ' 198.0 195.0 149.4 1984 24' 198.0 198.0 129.0 1724 A. 118.4 189.5 879 •1089 ' 28" 198.0 19SA 107.8 161.8 a d 28' 1928 199.0 110.8 147.4 �' 1894 198.0 118.1 180.0 18&0 189.0 77.2 11&8 30' 180.0 188.0 103$ 137.8 24' 173.1 18&0 99.2 1589 ' 19&0 198.0 181.9 18&O 32' 188.8 19&O 98.8 129.0 28' 76' 14&4 19&0 85.1 136.1 38-3/8' 181.2 199.0 109.636' 150.0 108.0 604 114.7 30• 135.5 189.0 78.4 127.0 13&8 162.0 788 104.7 40' 135.0 180.0 77.4 107.2 32' 1209 /984 74.4 119.1 79-1/8' 19&O 195A 193.5 191.9 �y 42' 128.8 171.4 73.7 984 210" 188.0 185.0 132.7 198.0 26-1/2' 80-8/8' 193.2 198.0 1109 138.8 20' 108.0 198.0 132.7 170.6 Q4" 84, 18810 195.0 110.6 106.8 JY 13&4 173.0 78.3 89.2 n g 24' 1929 18&0 110.8 147.4 48' 169.3 1984 949 142.2 19-1/6" 19&0 18&0 123.3 18&0 TOXIS-d3 28" 16&3 19&0 84.8 128.4 32' 164.3 198.0 88.5 132.7 28-1/2' �, 18&3 19910 a" 159.8 JD' 42, 184.9 19&0 B&B 117.9 3Y 111.2 194.6 113.0 111.6 g 32- 144.8 192.9 629 110.6 46,' Sao 171.4 5&2 98.3 $Q JO' 126.8 171.0 73.7 80.3 16-1/8' 198.0 183.0 130.8 19&0 40- 9 616,7 1543 86.3 86.6 28-1/2' 74-1/4' 1843 198.0 94.4 181.1 42- • •Imp 148.9 53.2 84.2 3Y 117.9 188.8 87.6 10&1 •Wi• 8.0 164.8 193.8 20 • • 054 1290 • 129.0 161.3 d •2i-•• 8. 0 1104 138.6, ___c: LLLyyy •30" 49, 180.0 89&4 0 103,2 140.0 32' 1669 9 889 16,0.9 I WMAL ANC'HORS, SEE ELM FOR SPA41NO •�•• • 160.8 tOiJ► • 80.0 107.0 ,. •/Pi• 6 77.4 9&8 1/A°DIA KWIK-CAN II BY 'HILTI'(fu=183 KSI,Fy®187 I(9Q dR' 128.6 180.7 73.7 92.1 1/A" DIA. ULTRA=9Y 'ELCA' (Fu=177 K81,Fya188 KSI) 04 g • 9& a 137.7 1s&0 INTO 29Y WOOD BUCKS OR WOOD STRUCTURES 6,4' • 108.8 191{.R f• 114.7 176,9 • t• 1-1/2" MIN. PENETRATION INTO WOOD �8 • 171.4 984 147.0 a 30' 160.0 196.0 8117 137.6 THRU 19Y BUCKS INTO CONC. OR MASONRY •828• �. • - 854 120.0 1-1/4" MIN. EM13EO INTO CONC. OR MASONRY •Je' 1JJ 8 0ee,0•• 78.4 114.7 1 1 \ DIRECTLY INTO CONC. OR MASONRY •Llai• A 669 103.2 1-1/4" MIN, EMBED INTO CONDOR MASONRY 42' • 1143 171.4 664 88 3 I �_ - - - --- 20' 0 186.0 123.8 1869 ,i14 SMS__OR SELF DRI I IND SCREWS (OWE 2 CRO) 24' 180.0 I8&0 1 103.2 164.61 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. .090") 6,6' 194.3 196.0 68.6 132.7 1 INTO METAL STRUCTURES 30' 1444 186.0 82.8 123.8 60' ApCNOR6.W�Q,SH�e_ R ANq{ORS t1ITH SARAH -LIP STEEL 1 1/8'THK. MIN. (FyIN. = 38 KSI MIN.) 32' 136.0 to&0 77.4 118.1 ALUMWUM 1/8" THK. MIN. (6063-T8 MIN.) 38' 120.0 1604 686, 103.2 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 40' 1080182.0 819 92.9 42' 102 9 184.3 59.0 88.8 TYPICAL EDGE DISTANCE B 20' 2 9.0 1954 140.7 185.0 INTO CONCRETE AND MASONRY - 2-1/2" MIN. 24' 198.0 198.0 1 117.3 1842 INTO WOOD STRUCTURE - 1" MIN. a INTO METAL STRUCTURE = 3 4 28' 176.3 1s1La tool 1406, / ° MIN. JO' 88• 153.4 19&0 CONCRETE AT WAD,SQ.}OR MAA fe A" 3000 PSI MIN. J4- 163.4 198.0 a"682 M109A.1 JB' 138.4 1909 782 108.0 C-90 HOLLOW/FILLED BLOCK AT JAMBS I m - 2000 PSI MIN. 4C' 122.7 1719 70.4 88.8 E191 JAr AH! PRODUCT'RBVISHD 20' 195.0 19&0 129.0 180.8 FIA. CML 7�4 Dsclm idy,"s w8A Tire rwda 24' 1873 188.0 107.8 180.3 CAN•-{3838 Aa mNo - 28" 72' 100.7 19&0 92.1 12910 Ompl Date 30' 1504 19&O 684 120.4 i t s6,• 1409 ,96.0 eo9 112.8 �Jg e 38' 1284 178.0 71.7 100.3N{°7 Dade P�oductColtltpl^ drawing no. R t i } W98-100 -` 9neet B or 7 PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES ALUMINUM DUCK FRAMING DETAILS M OF ALUMINUM BUCK OF ALUMINUM BUCK OF ALUMINUM BUCK INSTALLATION ANCHORS INSTALLATION ANCHORS INSTALLATION ANCHORS REFER ��MBiE VAS�HDOW rJ1Pe7mEs 11INDOW DIMS. WINDOW DDIS' WINDOW DINS. Z IP YADTH HE1G#R EM.(+) INL(-) WIDTH HEIGHT EKL(+) IND'.(-) WIOTH HEIOHf EM.(+) IM.(-) O � 20' 110.0 1950 20" 1058 120.0 18-1/8° 110.0 195.0 24' 110.0 198.0 24" 00.9 120.0 28-1/2° 110.0 1950 28• 110.0 1885 18° 80,8 110.3 37' 28' 110.0 184.2 39' �, 110.0 182.4 30° 78' 78.3 104.7 42' 110.0 152.4 32' 110.0 170.8 32" 60.0 60.0 19-1/0° 110.0 1950 38' 110.0 177.3 38' 60.0 60.0 26-1/2' aa-3/, 110.0 172.6 a 40' 108.8 140.1 20' 102.7 120.0 37' 110.0 15&3 42" 97.0 120.0 24' 88.2 120A 42' 98.7 120.0 Q 20' 110.0 170.5 28" 78' 77.8 120.0 19-1/6• 110.0 19&0 d1 aa' 110.0 19&8 301 73.9 iota 2e-1/2" so-8/8, 110.0 134.7 , 26" 100.9 146.6 32' 6o.0 60.0 37• 94.0 N12O.0 30• 42° 103.8 141.9 20• 11ao 120.0 4Y 99.8 32" 100.7 138.1 2e 07.0 120.0 to-1/8° 109.336' 97.0 120.0 28" B4' 68.8 1'17.3 28-1/2° 84.8 40• ; 120.030° 80.0 60.0 37• 83' 67.9 #14 SMS41 0.1° i6tt0• 120.0 321• ma 60.0 42• 80.0AT 6°FROM ENDS110.0 /98.0 19-1/B' 17°Oa MAX,AT JAMBS C3 :". 24°O.Q.MNL AT HEAO/SILL24" • 6166 177.3 26-1/2" 74-1/4' 86.4 I �7 •2�11�• 14 SMS 110.0 16010 • 3Y 60.0 Mo I __ _(tj AT 6'FROM ENDS y� 4130° 610.0 134.6 *ego* 18-1/8" 109.9 1200 �n� (((VJ)L_JJ 17'O.C.MAX.AT JAMBS f0 ••�i• 48' 10811 120.0 •• •• 26-1/2' 7B' 84.0 118.2 (�pg y 24"O.C.MAX.AT HEAO/51LL C 36• • 60M9 120.0 • 37" 60.0 6140 •• °•• 89.6 120.0 919660 19-1/8° 108.3 120.0 u ag8'r• d1L0 120.0 #000 16-i/2" 7T 8&7 113.4 20" • 1 . 174,1 004,00 0.0• 37' 80 0 60 0 P yg$tttVVV ••0.19• 110,0 182,0 C� 26• • '1ua ••••• z� 91309• 84' •32' .>f 120.0 ••••• ,4.0.4 • ou 120.0 �$ • e ° 36' 88.1 /18,1 •• • '� " � °'1 TYPICAL ANCHORS TYPE'A OR '8' T't'PICAL ANCHORS TYPE'C' •�w• 112.1 • • AT 0•FROM ENDS AND AT 8"FROM ENDS AND 42' 4U►i 110,8 2 t/2'MIN. 17'O.C.MAX.AT JAMBS 17"O.C.MAX.AT JAMBS 20' 110.0 183,1 17"O.C.MAX.AT H1A0/SILL 1.MIN. 24°O.C.MAX,AT HEM/61LL 14' 97.0 133.0 INSTALLATIONTYPE 'S' INLAjIQN TYPE '8' 28' 66.6 1'19.0 TX�3ICAL ANCHORS: SEE ELEV, FOR SPACING • 28Y WOOD BUCK OR WOOD STRUCTURES 39 �, 62.8 1w.e A _ tea" eta WK-CON n BY 'HILTI'(Fa-163 KSI,Fy-167 1 32' 79.4 108.9 TYPICAL INSTALLATIONDETAIL 3e" 73A 101.3 DIRECTLY INTO OONC. OR MASONRY ON ALL FOUR c_IDESfLMNG ALU :NUM BUCK SYSTEM 40. 80,0 ou 1-1/4" MIN. EMBED INTO CONC. OR MASONRY -MSTEM 9 42' 80.0 sa0 B - 1,/4' DIA. ULTRACON BY 'EL 0' (Fu-177 KSI, Fy-158 KSt) 20" 110.0 171.0 a 24" 107.8 t1o.o DIRECTLY INTO CONS. OR FILLED BLOCK 4" ,845 1-1/4' MIN. EMBED INTO CONCRETE 845.845 obs 3 30' 68' 91.3 120.0 2-1/420' 95.2 120.0 " MIN. EMBED INTO GROUT FILLED BLOCKS ,0 870. 119.7 C - J,4 SMS (OPACE 2 CRS) 1.128 36' 60.0 6ao .5 INTO 28Y WOOD BUCKS OR WOOD STRUCTURES ngn JAvpp PRODUCT REVISED 40° 60.0 600 1-1/2" MIN. PENETRATION INTO WOOD 12W1nswmplyNgwl91th°Florida 20" 110.0 184.5 .903 FW PE 170592 Building Code i n - 24" 97.0 120.0 TYPICAL Enr OWMCF CAA 3638 A ialm /8 28' e50 117.9 INTO CONCRETE AND MASONRY = 2-1/2" MIN. ALUMINUM BUCH OPTIONAL COVER j ]� � •s 1 30' 7z" 81.7 112.0 INTO WOOD STRUCTURE = 1' MIN. 6083-T6 8083-Te t BY L� 32' 77.9 106.9 1014 Pll ' dfawing no. 38" e0.o 6G.0 CONCRETE AT HEAD. SR.L OR JAMBS fo a 3000 P9 MIN. . 3 rJ W98-100 C-90 HOLLOW/FILLED BLOCK AT JAMBS fm - 2000 PSI MIN. /ti ` sheat 7 of 7 M IAM NDIADE MIAMI-DADS;COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF-ACCEPTANCE (NOA) www.miamiaade.�ov/econamv CGI Windows&Doors 10100 NW 25`s Street Miami,FL 33172 S60ri - 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 AHI(in areas other than Miami Dade County)reserve the right to have this product or material bested 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 revolve, 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 Gude,including the High Velocity Hurricane Zone. DESCRIPTION:Sees"Seatine1110"Aluminum Single Hung Window–L.M.I. .APPROVAL DOCUMENT: Drawing No. W10-03, titled Series Sentinel 110 Alum. S.H. Wdw. (L.M.1./S.M I)", sheets 1 through 9 of 9,dated 02102110, with revision C dated 04/10/15,prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, PE., 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:barge and Small Missile hnpact Resistant. LABELING: Each unit shall'bear a permanent label with the manufacturer's name or logo, city, state, modellseries, 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 rause 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.ea4w NOA.shaJl. be provided to the user by the manufacturer or its distributors and shall be available for las ecbao It tlie`job site at the request of the Building Official. This NOA revises NOA#1"15.0giS jJ pins b®f$»:Fage 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. . ... ..• ... ... . ye . NOA No.15-0512.10 t+1LU4QADEQQtRM 1! Expiration Bate: September 22,2020 7 Approval Date: August 06 2015 ... — rage 1 .. . . .. .. . ... . . CGI Windows&Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBNVIITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W10-03,titled"Series Sentinel 110 Alum S.H. Wdw.(L.M.I./S.M.I.)", sheets 1 through 9 of 9,dated 02/02110,with revision C dated 04110115,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,DurasealO and Super Spacer®insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CILA3056 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®insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CTLA 3056 WC,dated 04/16115;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 6)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a series"Sentinel" aluminum single hung window,prepared by Hurricane Test Laboratory,LLC,Test Report No.HTL-0080-0101-10,dated 02/03/10,signed and sealed by Vinu J. 00 66. 6 . 0. . . 60 Abraham,P.E; . '.. . . . (Submitted under MA:Nn.I0:0310.11,L .. ... .. . 0000 ... 0:6 6 0: OP. 6 Manuel P P.E. • Product Contro E miner .. . NOA No.15-0512.10 . .. .. . . 6 . Expiration Date: September 22,2020 Approval Date: August 06 2015 ... .0 0 17-1 • . . . . . . V: . . . . . .. .. . . . .. .. ... . . . ... . . CGI Windows&Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5'b Edition(2014),dated 09/08/14,prepared by Al Farooq Corporation,signed and sealed'by Javad Ahmad,P.E. (Submitted under previous NOA No.14-0915.06) 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)Glass 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"Saflez CP—Saflex and Saflez HP Composite Glass Interlayers with PET Core"dated 06/19/14,expiring on 12/11/18. 4. Notice of Acceptance No. 14-+0423.17 issued to Eastman Chemical Company(MA) for their"Saflez Clear and Color Glass Interlayers"dated 06/19/14,expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-5t'Edition(2014),and of no financial interest,dated 08/26/14,issued by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA No.14-0915.06) 2. Laboratory compliance letter for Test Report No.HTL-0080-0101-10,issued by Hurricane Test Laboratory,LLC,dated February 03,2010,signed and sealed by Vinu J.Abraham,P.E. (Submitted under NOA No.10-0510.11) 3. Test Proposal for the qualification of Butac"PVB glass interlayer by DuPont as well as DurasealO and Super Spacer®Standard warm-edge flexible insulating glass spacers,dated December 16,2014,issued by PER,Product Control Section,signed by Jaime Gascon,Supervisor. G. OTHERS 1. Notice of Acoeplant* Vd. iti.'0335 46;issued to CGI Windows & Doors for their Series"Sentinel j 10a.Ajuptip+rSjngXHung Window-.L.M.I. approved on 02/05/15 and expiring oV09M2T ' ' ' .. ..• ... ... ... . Manuel P ez, .E. . Product Control xa mer ' . NOA No.1.- 12.10 . .. .. . . .. 000�' Expiration Date: September 22,2020 Approval Date: August 06 2015 ... . ...1�6-2 . . .. .. . . . .. .. ... . . . ... . . sa 1/a• 52 1/8' 82 1/8' 4"u FLANGE WIDTH BUCK WIDTH BUCK WIDTH b 47 7/16' 47 7/18• 47 7/10• Z D.L.O.(FIX. LITE) FALSE MUNRNS D.L.O. (FD(. LITE) FALSE MUNIINS D.L.O. (FDL LITE) 20 9/78' (SURFACE APPLIED) 20 9/18• ADEM) 20 9/18' 0'MAX. MAX. ** OPf10NAt 5 1/2'MAX. MAX. ** INAL S i/2'NA1t. MAX. ** HEAD/SILL HEAD/SILL HEAD/SILL HEAD/SILL HEAD/SILL HEAD/SILL CORNERS 4 CORNERS 8 CORNId✓b II 11 ❑ II II II II II I I 11 11 II 777 D I II • fl II II II 8 II q�1 B B In1 L� • • :3.• I I, • II 11 /• II II / p qq • • •• • � ��� o • Oil • • • �M ••• =o II I----- RCI 17 J i �•II ' R 'rZ II II R ,7i II tl v .. • 5 d • •• ••11 it II II gtlg D II it t 1� II 11 0 • • •• 4 tl•• ••U H • N • • •• •• •iA Val � 47 7/10 �g (SURFAOE APPLIED) 47 7/18EN' � • •••• A TD � � ��Q.•� D.LO.(ENQ • •••• • •VENi,WIDTH VENT 1/DTH n VENT 1/4WIDTH _S ••••• • •••• FZAAIISE & FLAAE IDAPTOR FRAME EQUAL LE"RAM FIN FRAI��F TYPICAL ELEVATION SERIES SENTINEL 110 ALUMINUM SINGLE HUNG WINDO�f DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS CENTER ANCHOR REQUIRED WHEN t+ OF S.H./S.H. OR SINGLE HUNG WDW. WITH OTHER MIAMI—DADE COUNTY SPACING EXCEEDS 20 9/16° APPROVED WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS @ IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULUON APPROVAL b WILL APPLY TO ENTIRE SYS U, LAMINATED GLASS THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE INSULATING LAM. GLASS >9 REQUIREMENTS OF THE FLORIDA BUIL.DINO CODE INCLUDING HIGH VELCCITY LARGE MISSILE IMPACT HURRICANE ZONE(HVHZ). SMALL MISSILE IMPACT WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER 4 LARDS TO THE STRUCTURE, Enn JAVAD AMMA ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS,ANCHORS FLA. "7M 83 an dynVftamFbft EMB OME14T TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. CA &wd#IsCodo �. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE accmwr �� _o .10 P20 NOT PART OF THIS APPROVAL X1) 205 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. IDYMi' Dude drOwing no. MATERIALS INCLUDING BUT NOT UNITED TO STEEL/METAI SCREWS.THAT 1j✓/�Q-03 COME INTO CONTACT WITH OTHER DISSIMILAR MATERW 5 SHALL MEET THE 16—REQUIREMENTS OF THE FLORIDA BUILDING CODE Irheet 1 of 9 EQUAL MW M IDOW$ MWAL LIT29 MOM Z5 DESIGN LOAD CAPACITY-PSB DBSION WAD CAPACITY-FSP BLAME D]MS. BUCE DIMS. MM TYPES'A'8'A1'01689 '1'8'91' FLANGE DW. DOCK mus MAY.TOP LTTE WASS TYPES'A V&OL18S 71 '9611' p 11W711 Nomi7 I 11®TH FiF10Kf 6X7.1+y 1NL4-> IXft+) tNr t-y WD1H ND0H1' Vm11F1 NOGM 'A'D91. EXf.(+) I 1N(.(-) OG.(+) I IW.(-) .� 9 19^1/8' 18-1/6' 78A 75.0 no amo 53-1/a' 707 52-1/8• 73" 36-1/4' 76A 70A BOA 60.0 O 28,.a. 26-W 7" 7&0 a0.o W.0 49• 74' 48' 76' 30-1/4' 704 76.0 60.0 65.0 1+ 37' 28' 38' 28' 75.0 78A 80.0 68.0 28-1/2' 28-1/2' 70-0/8' 704 76,0 au 85.0 48' 48 704 7" 80.0 08.0 31• 30' 63-8/8 70.0 7" 60.0 a" a 63 82-IW 78.0 75,0 80.0 149:0 33' 89' 32' aP 00' 76A 76.0 60.0 60.0 _19=1 S 18-1/0' 75.0 7" 60.0 03.0 37' J0• &1-1/2' ?" 7" S" 66.0 1/2' _- 26-1/2` Z9.0 76A__; 60.0 a" 43' 42' 46-1/4' 76A 76A 604 a" 37' 30-3/0' 38' 37-AW m.0 764 6140 no 40' 48' 78.0 18.0 6ao Bao >fj�e73 83-1 82-1/a' 704 1 7a.0 an 604 10-1/8' 10-1/8' m.0 70.0 BOA 884 26 WIDTH 28 --_-.. 25-1/2' 76.0__ 78.0 no 96.Q t0 60-0/8'� 3B' 49-0/e" _ 7a,0� 804 86.0 A9' 48' 76.0 Ido Sw 064 63^1 82-1 7140 784 WO ado , 19^1/8' 16-1/8' Ido no no no 28^1/2• __• 91;j/2' 70.0 7&0 60.0 864 'acm :Dos** � t•) 030 69< 78.0 " 8" a" � • ••••" • • 714* 7140 a" Mo a� • BS^7 /8' • 714 780 80.0 80A • ••61'.1/6• • 1&0/8' • 71414 7140 an BBA 07 .__� 26-1/2' :• 714 78.0 no Mo • •• 714 74.0 i BOA BBA 6c a 4e' • >te,6 Ino 60.o no UNEQUAL LITE$ (ORIEL TYPE) VS. ••• a• • &0 0.0 eao • • 1-9•^1/a' 18-1/6' 78.0 Tao 6140 no N •• 4p-i/2' •• 20:1/2• • •110.0 Tao no a" • •37' �• •i6' W• 76.0 no 98.0 N • •• -1 2' 40-1 7 75A 7140 Sao 0140 Al IYP. BUCK Ddb Tv. O • r 3 • Z Z� • 6666 • 6666•• .�'.O-'� 6666•• O • • Bog Yl1�TH •••• Ft ANGF FRAME '- • •••• ••• • • FIAME DIMS �� BUCK D648 .f jEQUAL LEG FRAMEB m BUCK DIMS EQUAL LITES " Baa FIN OME gamma •� Qr.MAD ANW � BPROMMEVISED UCK DIMS FIA y 7 -cwPy.in3tvDhtbaFbtdO yg 3e awlawocopa� NOTE: 1S-D112 tQ 80 S 5 a GLASS CAPACRIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) FLANGE AOAFTOR FRAME Z��S d7owing no. AND FLORIDA BUILDING COMMISSION +o aMs Wl0-03 DECLARATORY STATEMENT DCA05-DEC-219 ahaet Q of g 1/8'ANN.GLASS 1/8'HEAT STREN'D GLASS �� c .078•Intorkyer 078'Merlayer I SaRax CP=PET Core Saflax CP YRth PET Core By'Eastman Chemical Co.' By 'Eastman Chemical Co.' 3 OW Interlayer 8090'Interlever Wax Clear And Color Close Solley Clear And Color Ghee �+ Br'Eastman Chemical Cc.' By'Eastman Chemical Co.' 0'Intorlaayyaarr .0 0'Mtarlaayyoerr K�uraray Seft%6as Kuramy SentryGlas By'Kuroroy America,Inc.'OR By'Kuraray America,Inc.'OR a 090'Interlayer 090'Interlayer A Kuroray Butacite PA Kuraroy Butaoite PVB r VX t4 By'Kuraroy America. Inc.' By 'Kuraroy Americo,Inc.' �+ 1/8'ANN.GLASS 1/8'HEAT STREN'D CUSS dl $ SILICONE OE CONE > GE1200 Nl DOW CORNING 699 iv Mt DOWCORNING 999 DON CORNING 998 DOW CORNING"ll • • • • _ 000 • • ::: • • 12 • •••• • • 4 A11111/4 POINTS ON LMIS M4 AT 1/4 POINTS ON UTE9 • WOO THAN 36" WIDER THAN 36' • ***o •" MAWOU" lA°�'H' ••••• 5/16'VVERAK UM.CLASS B/19'OVERALL WA.GM •••• • • • 4• 0-: •i 1�i i•i�S 1/8'HFAT SIREMo GLASS n • •••• .p7� Interlayer .079"Interlayer $ • • • ••••Solley vt With PLT Core Safi"CP With PET Core S • •••• • ••i• iEootman Chemical Co.' By'Eastman Chemical Co.' • •:•••: •��BB00 InterlsYard 080"Interlayer o S�srr aColor pose SaReY Clear And Dolor at..Ber Or • •••• :90• • By'Faslmon Chemical Co.' By'Eastman Chemical Co.' OR U am SPACE .090"Interlooyyoar 1/4'AIR SPACE 080" orlaayyaerr Kuraroy Sentry0las Kurarey;;,% itas 1 8'ANN.CLASS B' Xuramy America,Inc.'OR By'Kuroray America,Inc.OR / 090"Interlayer Ott'hderlayer Kuroroy Butoolto PNB 1/0'HEAT STREWO GLASS Kuroroy Sutoclto PVB ®®® 6Y'Kuraray America,Inc.' By'Kwaray America,Inc.' I 1/8'ANN.GLASS 1/8'HEAT STREWD CLASS Q OE 1200 GE 1200 Dow NING 999 DOW CORNING 699 �v MI DON CORNING 999 M1 DOW CORNING 996 14 1 I EDGE SPACER t a 11l EDGE BPACFA >9 S ST.STEEL BY'CARDINAL' ST.STED.BY'CARDINAL' . OR OR a m v DUURASEAL BY'QUANEIL' DORRASEAL BY'Ot1ANEX E9 SUPER SPACER BY'OVANE%' tp SUPER SPACER BY'OUANEX' Eft9R JAYAD MW PRODUCT REVISED 8yS •t 94 AT 1/4 POINTS ALL SIZES M4 AT 1/4 POINTS ALL SIZES FLA. NL I •comPh'ice with the VIW& J. 36J9 Aco ptmce No GLASS TYPE 'Al' GLASS TYPE 'Bl' ftpiwbnDm 0.70'OVERALL NSUL LAM.GLASS (L.M.I ONLY) 9� 0.70"OVERALL lL UM.GLASS BY 2015 t]adeprodura drawing no. IN ORDER TO QUALIFY FOR SLW.L MISSILE IMPACT RATING W10-03 EXTERIOR PLY OF GLASS TYPE'Al'&'Bi' MUST BE TEMPERED, cheat 3 aT 9 �� BE `� FLANGE & FLANGE ADAPTOR FRAME �4% s SEE ELEv. FOR SPACING WOOD BUCK I METAL STRUCTURE .A ! •°a ° a' a,` <•. ° .• 4 EOGEaDISTr' 7 SEE ELEY , ANCHORS S _�l .° •••°e —COUNTY APROM -----.. a..,. e FOt SPAC@1C Q 1 MuWON�E L Amain • .° .• \ 8E1i DISE. $ j SEE SEPPFATE NOA MOE DW. EDGE 1 I TYPICAL ANCHORS S � FOR HOS IC i SUR LAV. FOR SPACING S9 SPACING (S ' MD t • • •• ••• 2 3/8'MIN. •••••• a W000 BUCKS AND METAL STRUCTURE NOT BY CGI WDW. • • • • MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM •••••• AND TRANSFER THEM TO THE BUILDING STRUCTURE. • • ••: sweep LOCK p— 2-3/8`MIN. \1 TYPIQAI ANCA IRS. so ELEv.FOR SPACING (� • •••• .. 1 �p'S Lo K I 1/a• DIA TAPCON BY WAY (Fu-mo KSI, FyoB2 Ksq D: ••• • AT BILL ` ,OD K91 • • •• • • • `�` IIA" DNL Ln TRACON BY 'ELCO' (Fo-177 KSI,FI- ) Goo* �••• • .\ INTO 20Y WOOD BUCKS OR WOOD STRUCTURES • • r p 1 •• • Ee \` 1-1/2" MIN. PENEtRATION INTO WOOD i •••i • --- THRU 1 BY BUCKS INTO CONIC, OR MASONRY tg� • •••• 0E4• WHEN USED THE MIN, WOOD BUCK f I 1-1/4' MIN. EMBED INTO CONIC. OR MASONRY ••• 9W. ••• DEPTH SHALL BE 9 . THE USE OF DIRECTLY INTO CONIC. OR MASONRY Z z 6� • • • * 1 DEEPER OR BEVELED WOODBUCKS IS 1_1/4• MIN. EMBED INTO CONC, OR MASONRY ao • •••• 0000 i � PERMUTED. � _-- ---- -- • • 14 Sms DR SELF-IIJRILLINO_SCREWS (GRADE Z CRS) •••• i Glr I INTO METAL STRUCTURES STEEL I 12 GA. MIN. (Fy a 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) _ It (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PANTED) tl i 1 J14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) gg INTO MIAMI-DARE COUNTY APPROVED MULLIONS (MIN. THK. n •090") g `6 (NO SHIM SPACE) Qp ' 4 1 84 TYPICAL EDGE DISTANCE S B t t INTO CONCRETE AND MASONRY- 2' MIN, 1 INTO WOOD STRUCTURE - 1" MIN. g g i EB INTO METAL STRUCTURE — 3/4' MIN. WOOD AT HEAD, SILL OR JAMBS SO- 0.66 MIN. CONCRETE AT HEAD,SILL OR JAMBS Pe - 3000 PSI MIN. © I 1 C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm - 2000 PSI MIN. o 1a ErWt JA AD AHM PRODUCE REVISED ,; :.• 4i ° CUL as comidying wYh Gte Fbft d e FLA.R7agaz DuDdfne Code BB " I Acceptance No J 0? JQ_a g N $ _ .•4., o .a• .• raNao Date �QDD G 8IA v e a $ e . .•ELBEOISf.�a' v' v`• :a `•o" a n' KCAL CHORS dePtadtai drawing no. ev. I TYPICAL ANCHORS FOR SPACING 201rj SEE W10-03 lay FOR ELM SPACING sheet 4 of WOOD SUCK 1/4-MAX, BUCK WIDTH ,/4•IAAfI. FLANGE & FLANGE ADAPTOR FRAME Y.V SKIM SHIMS c OTYPICAL ANCHORS 0 1 1 TYPICAL ANcxols SEE FOR SPPG�O t t SB SS Y9 FFOR SPACING g v.o FLANGE ADAPTOR FRAME tri METAL STRUCTURE t aIre � • .00. EXTERIOR 1 e {MOOD BUCKS • 1 • • •••• • •• D.L.OPG.GO O ...... c . ! • •1/4•MAx •••••• BUCK WIDTH 1/4'�• • •••• SKOi9 •• •• SHIMS i •:AAL ANCHORS* • •••f•F•• ! Q�ii • SEE ELEY `J TYPICAL ANCHORS ••• SPA* •••• SEE Em. j •.a • • FOR SPACING • .... � • • • • j NM • © I Zl M . • iL'S • •••• •� • • R WOOD c • NOD STRUCTU EP f5 0 • ter WOOD Buoy MIAMI—DADE COUNTY B ANCHORSAPPROVED MULUON 1/2'TYP. O I? SEE SEPARATE NOA I BUCK worm BUCK � WIDTH 4 INTALLATION DETAILS SHOWN ON PAGES 4 AND 8 APPLY TO BOTH FLANGE FRAME AND FLANGE ADAPTOR FRAMES. d a m u 1 + _ o + PRODUCT REVISBD ` ten• wemoPlrhre.QuhnreFlmlda , 1 ( .CA PE VAMBvildloB Code I I AccopWl co No D $ 4ballon Cyto b L __J sr •} 20}5 droWtrtg eo. X14 R t'R.SM BY 0_03 sheet g oT 8 TYPICALANCxORS Mme' EQUAL LEG FRAME roY.V SEE ELEV. STRUCTURE 10Y FOR SPACING WOOD 811CK •\ I TYPICAL ANCHORS ��--- ----__-"--,� .^du 44. •• ° 'EDGFa013T.•• SEE EV. I I MIAMI-DADS COUNTY ARPROVEp II Z $ e' <� ° 4..'' •a, ?,tS .. 4. n FOR SPACING EDGE II MULLION B MULLION ANCHORS •° ° E DIST. \ I SRF SEPARATE NOA I I EDGE i I . -_ .;'..'.:• � � I Al " -- e1 -- ----- o a ES TYPICAL ANCHORS TYPICAL ANCHORS M2 SEE SPACING SEE SLAV. Q FOR SPACNO FOR SPACING �R. TYPICAL ANCHORS a0 SEE ELEV. 161AARI-DADS COUNTY 3 Y9 FOR SPACINGAPPROVED o� SEE 9EPARATB NCA ••• y y 1/SH MAX. BUCK WIDTH B CK WIDTH BUCK WIDTH $$ • •l•• e SKIMS 0000• o D1 • • TO N 0000•• • •• 1 E�� +' �K ••• AT BILL -^^ 0000 • • ' • • v 0000 •• • ! .a o - o • •:900: : M 1 • , n. E3 ES /14 X1'FH SNS. • 0000 0000 j 0 I 0 • • sees .- EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY INTO WOOD, CONCRETE OR METAL STRUCTURES 1 WITHOUT THE NEED OF A WOOD BUCK. 2 3/S'MIN. b 9 i 2 3/6'MDI. +:. °•° t st ' TYPICAL ANCHOR d d Si , SEE ELF/. a S E MB \ +•- 9,' FOR SPACING a m u . e e ,A C agn WAD AHMLE 1'RODUCTIRBVISBD '� _` CIVIL accemPlyIq Vbllt.F1098 _____- . F L PE�iB�2 tfulwft ►4 I0 WHEN USED THE MIN. WOOD BUCK AceePaztco F =LLA DEPTH SHALL BE 2%-. THE USE OF 9 8 EDGE AN�ii0R5 \ PERMITTED.DEEPER R BEVELED WOODBUCKS IS By 9 SEE ELEVdTowin no. 1BY - FOR SPACING 22015 W10--03 WOOD BUCK ehsst 6 of 9 SEE EL"""'°'� FIN FRAME ILLUSTRATIVE OTLS.ONLY sOR ' EXT.OR INT.FINISHES 1 FOR SPACING c NOT BY COI s a 1/2" HOUSE WRAP Z7 TYPICAL ANCHORS: SEE ELEV.FOR SPACING g NOT BY CGI 1 ffi O ,AG CMC (GRADE 2 CRS) a f� 8� g �2 Et INTO 28Y WOOD BUCKS OR WOOD STRUCTURES (wD ___ BACKBEo 1-1/2' MIN. PENETRATION INTO WOOD i CAULKING p 55 !F9$QI 00 0 • • • • ••• SWEEP LOCK fp • 1 OPTIONAL of ••..• • .• EGRESS LOCK •• •• AT SLL WOOD STRUCTURE•. 114-MAX 1/4-MAX...• • • 7} NOT BY CCI /• H / • • • • E5 CAP GAP ati • •• • •• ••..•a. •E4 1/2'MIN. 1/2'MDI. �r, • • • i 1 • i , O ]ryOl. • CAIAKBfNEOG I ! HOUSE WRAP ES CML as�Sm8 NOT SY CGI H � ® EXTERIOR O.4 OPO. � s m m 14 CAULKRiG C0 bin JAV HNA AD A ROD REVISEDLICT Florida I , HOUSE WRAP C.A.PE M 70962 Oandi�PtgCode m No�S•O .✓1 j� ..�{{ NOT BY CGI don Date $ y By ? —T!;, 5 nNuad Pao draWlnO no. I)tm,�= L 2015 . FOR SPACING ahoet of 9 rnm PARC B QUANTITY DESCRaMON MATERIAI. MANP./SUPPLIER/REMARn �u E1 Cal-100 I FRAME HEAD 6063-TB - d E2 COI-101 1 FRAME SILL 8063-T8 - EJ COI-102 2 FRAME JAMB 8083-Te - E4 CCI-103I MEETNO PUL 8083-T8 - O Q E6 Cal—104 I LOCK PUL 8083—re — E8 C01-100 1 HANOLE RAR 8083-T8 - E7 001-108 2 SASH PAIL 8083-T9 - s ES CCI-107 AS REM 6/18'OLAZINO BEAD 8083-T8 - t�• EB CCI-108 AS READ, 0.700'GLAZING HEAD 6083-T8 - Q ti E10 C01-108 AS REOD, FROM FLANK ADAPTOR 011413-76 - (� Ell CtU-110 AS RE00, NAIL FIN ADAPTOR 8083 TB - a La E12 CGI-130 I FIANGE FRAME HEAD 6083-T8 - d E13 C01-138 2 FIANCE FRAME JAMB 800.7 i8 - E14 CGI-137 1 FLANGE FRAMC SILL 6063-T8 - E17 C01-005 OPTIONAL SCIEEN FRAME 5083-T6 - • .06. MI =-382V AS READ, OIMNO BULB VINYL(OUROMETER 78-80 SHOW A) PYO - • 0000 • t• M2 CW-111 OPTIONAL SCREW COVER PVC PROTOTYPE OR COP. ••.•• • • • M3 CW-112 AS REQD. EQUAL LEO IAT,3'LONG AT ANCHOR LOCA71ONS PVC •••••• M4 - 2 LITE OMNO BLOCKS EPDM OUROMETER 8036%ME A ••••• • • • • M9 SUPER BOOSTPWDWW*,.. SPIRAL BALANCE - BSI OR MUNI • • 000000 M10 - BLOCIf/TACXLE BAIA1tCE - BSI OR EQUIV. c •••.• • •• •• Mil W23201N0PILE WITH CENTER FIN WOOL ULIRAPAS OR EQU81. •••••• • • M12 C01-120EOREBa Lm ALUM. SULLIVAN ••••• • • •••••• • M13 CGI-131HANDLE RAIL END CAP NYLON MAIM •••• M14 EZ8018WN0 BULB-T SLOT PVC ULTRAFAH OR EQUN.• •• •• •••• M18 C01-13JBASH OUIDE(SPWAL BALANCE) NYLON MAIM ••••i • •••••• M18 CM-130 2/WOW, SASH TOP GIAOE(SPIRAL"Mee) NYLON MSM G • M17 0740401-32 1/WOW. CAM LOCK SNC TRUTH OR EQUN. J ••••• • •t•••• MIS CO1-132 2/WOW, SASH STOP,2'LONG PYO PROTOTYPE OR EON. LL •• •0•••: • •• M20 CGI-128 2/WOW, SASH CAM(Olt BALANCE) MON MON ^ � ' •.•• *000 ••• •.• : M21 - WOW. op BALANCE TANS OUT CLQ - as OR EQUIV. $Od • • M22 140-0 2/WOW. WEEP COVER NYLON AMESBURY OR EQUIV F •••! . M23 _ 001-134 - 841.8PAC6R PC PROTOTYPE OR ECUIV. S1 2 OR 3/CORNER 1 10 X 1 1/4'L0,PML.PH.SMB. ff ST.ASSEMKY SCREW - a4 - 4 WOW. 6 X 1/2'PH.SAKE.Vjff BALANCE BRACKET SCREW _ - S8 _ 2 WOW, 8 X 1' LC.FH,SMS, ST T.SPIRAL H.ASSEMBLY S8 - 2/LOCK 6 X 1 'L0. FH.SMS.O COI-133 do CAM LOCK i pr.JA AD AHINAO PRODUCr REVISED CML m complying wUh the FWWA PIA P Ur 70892 DAc No CAN,.7838 retlonrho y b BY g lU 15 rd-Ing nO.0-03 j sheet $ of $ i 2.503 2b05 1 �� 00 � � o 3 1.F- IL749 .811 811 1.860 1.680 Q .713 .� 1.243 F .030 1A18 1.013 1.303 � E11 FLANGE FRAME HEAD fit FLUSH FRAME HEAD EtI NAIL FW ADAPTER 1,983 1.893 1.007 .749 � .089 .038 TYR T1P, ,088 � � 1,113 J • •• 3,175 3.175 1,388 1.015 VENT TOP CORNER a 3.579 1 g • •••• N•28 r • •• • • •. . �a 1.a10 • 1.000 • • .6.0. • • 2808 Ea MEETING RAIL FRAME TOP CORNER Go if!i�••• FLANGE RB1ME SILL • •�✓ FLUSH FRAME SILL fi Ny • • •• 1.301 1,043 /® r 1.788 • , IYP, $ - L I • •• 'rrP. 1.015 S d fib 1.015 ''018 LOCK RAIL FRAME BOTTOM CORNER VENT BOTTOM CORNER 743 J.748 1.105 2,849 2345 Eta FLANGE FRAME JAMB E3 FLUSH FRAME JAMB F R lsea .480 .120 I. 1 P. I 3 0 7 8 .050 TIP. 7 an TYP. 1.015 91 Nd '� a O HAND RAIL l/ B/15-GLAZING BEAD Q .700'GLAZING BEAD S 1.398Emon 4AVAD MW yyyi � 1.448 7p3gg PRODUCT REVISED q 1.395 .285 .las ,.480 iso �aPE AI'L ^�p�N villi Ore Fimld4 g 16011611-6611.10 Dae 8 aso abo 1.025 a� s asa oso 7080 '083 1A73 B7 Dwe drawing no. I 07015 W10-03 43 FLUSH FRAME COVER 10 SCREW COVER O SASH RAIL EtD FLANGE ADAPTOR sheet B of 9