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HomeMy WebLinkAboutProduct Approval Florida Building Gode'Oriline httpsWwww floridabuilding.brg1pr/pr app_dt1.4spx?parainwG... Regulationra Business & Professional ryry BGS Home I tag In } User Reglstratbn 'I Hot Topks I SubmitSurcharge I Stats&Facts I Publkatbns j 'Contact us cte I BSite Map'i Links { Searoh onda - 713 product Approval USER:Pubk User ' iK'fu+fwr.� Product Anoroval Menu>Product orApakation Search>Apolkatbn W>Appgmtbn Detail FL# FL15210-116 -Application Type Revision s Code.Vdrslon 2017 JAN 3 2%I r) Application Status Approved' ST. Lucie County, Perrnitting Comments. Archived Product Manufacturer PlastpFo Inc./Nanya Plastics Corp. Address/Phone/Emall 5200 W CENTURY BLVD. LOS ANGELES,CA 9.0 453 7 (4.40)969-9773' E,fi PY rickw@rwbidgconsu f nts. o _ CO Authorized'Signature Vivian Wright rickw@rwbl dgconsuitants.corri Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. Los.Angeles,CA.90045 (440)969-9773 Ext 18 wottj6hngon@plastprolnc.com Quality Assurance Representative Ron O'Connell Address/Phone/E.mail 5200 W Century Blvd. Los Angeles,CA 90045 (440)96929773 Ext 16 ronoconnell@plastpro.com Category Exterior Doors. Subcategory . Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida.Engineer or Architect Name who developed Lyndon F.Schmidt,P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute -Quality Assurance Contract Expiration Date 12 31 2021 Validated By Ryan J.King,P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL15210 R6 COI (a)Certificate of Independence.odf. Referenced Standard and Year(of Standard) Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 1998 ASTM D638 2003 ASTM E1300 2004 105 10/8/2019, 12:08 PM Florida Building Code Online https://www.horidabuilding.org/pr/pr_app_otl.aspx?param=wG... ASTM E84 2005 ASTM G26 1995 G 155 2005 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or.Architect FL15210 R6.Eouiv_(a)Equivalency of Standards.odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/13/2017 Date•Validated 09/18/2017 Date Pending FBC Approval 09/20/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name .Descri tion 15230.1 a.Smooth/Wood"Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door- Grain/Ru stic/Mahagany Series O Inswing/Outswing(X-Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (b)Inst 15210.1.odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15210.1 for Design Pressure Ratings,any FLIS210 R6 AE (b)Eval 15210.1.pdf additional use limitations,installation Instructions and Created by Independent Third Party:Yes product particulars. 15210.2 b.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door with Sidellte or Grain/Rustic/Mahogany Series 0 Sidelites-Inswing/Outswing(OX or XO;OXO- Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FLIS210 R6 II (b,Inst 15210.2.odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15210.2 for Design Pressure Ratings,any FL15210 R6 AE (b)Eval 15210.2.odf additional use limitations,Installation instructions and Created.by Independent Third Party:Yes product particulars. 15210.'3' c.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Double Door with or without Grain/Rustic/Mahogany Series O Sidelites-Inswing/Outswing(XX;OXXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (b)"Inst 15210.3.0 Approved for use outside HVHZ:Yes Verified By:Lyndon F Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15210.3 for Design Pressure Ratings,"any FLIS210 R6 AE (b)Eval 15210.3.pdf additional use limitations,Installation Instructions and Created by Independent Third Party:Yes product particulars. 15216.4 d.Smooth/Wood Grain/White Wood 6'8"Impact"Glazed Fiberglass Single Door- Grain/Rustic/Mahogany Series O Inswing/Outswing(X-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II U Inst 15210.4.pdf Approved for use outside HVHZ:Yes Verified By:Lyndon.F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure.N/A Evaluation Reports Other:See INST 15210.4 for Design Pressure Ratings,any FLIS210 R6 AE (b)Eval 15210 4 odf 2 of 5 10/8/2019, 12:08 PM Mori&Building Code Online https://www.floridabuilding.org/pr/pr_app_dtI.aspx`lparam=wG... additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15210.57 e.Smooth/Wood Grain/White Wood' 6'8"Impact"Glazed Fiberglass Single Door with Sidelite or Grein/Rustic/Mahogany Series O Sidelites-Inswing/Outswing'(OX or XO;OXO- Aberglass'Door Configurations). Limits.of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (b1-Inst 15210.5.gdf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created_by Independent Third Party:Yes Design_Pressure:N/A Evaluation Reports Other:See INST 15210.5'for Design Pressure Ratings,any FL15210 R6'AE (b)Eval 15210.5.g_df additional use limitations,iristallation instructions'and Created by Independent Third Party:Yes product particulars. 15210.6 f.Smooth/Wood Gralp/White•Wood 6'8"Impact"Glazed Fiberglass Double Door with or without Grain/Rustic/Mahogany Series O Sidelites-Inswing/Outswing(XX;OXXO-Configurations) Fiberglass Door Limits of Use `Installation Instructions Approved for use in HVHZ:Yes FLIS210 R6 II (t)Inst 15210.6.odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15210.6 for Design Pressure;Ratings,any FL15210 R6 AE (b)Eval 15210.6.odf additional use limitations,Installation Instructions and Created by Independent Third Party:Yes product,particulars. 15210..7 g.Smooth/Wood Grain/White Wood 8'0"Impact"Glazed Fiberglass Single Door-Outswing(X- Grain/Rustic/Mahogany Series O Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FLt5210 R6 1I (b)Inst 15210:7.pdf Approved for use outside HVHZ;Yes Verified By:Lyndon F.Schmidt,P.E:43409 Impact Resistant:Yes, treated by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15210.7 for Design Pressure Ratings,any FL15210 R6 AE (b)Eval 15210.7:odf additional use limitations,Installation instructions and Created by Independent Third Party:Yes product particulars. 15210:8 h.Smooth/Wood Grain/White WoodB'0"Impact"Glazed Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series O Sidelites-Outswing(OX or XO;OXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FLIS210 R6 II (b)Inst 15210.8.pdf Approved for use outside HVHZ:Yes Verified By:Lyndon F Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design_Pressure:N/A Evaluation Reports Other:See INST 15210.8 for Design Pressure Ratings_,any FLIS210 R6 AE (b)'Eval 15210.8.odf . additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars: 15210.9 1.Smooth/Wood Grain/White Wood 8'0"Impact"Glazed Fiberglass Double Door with or without Grain/Rustic/Mahogany Series O Sidelites-Outswing(XX;OXXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:,Yes FL15210 R6 II (b)Inst 15210.9.odf Approved for use outside HVHZ:Yes Verified By:Lyndon'F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15210.9 for Design Pressure Ratings,any FLIS210 R6 AE (b)Eval 15230,9.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product-particulars. 15210.10 J.Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Single Door-Outswing(X- Grain/Rustic/Mahogany Series O Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FLIS210 R6 II (b)Inst 15210.1 .odf Approved,for use outside HVHZ:Yes. Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design.Pressure:N/A Evaluation Reports Other:See INST 15210.10 for Design Pressure Ratings,any FLIS210 R6 AE (b)Eval 15210.10.odf .additional use limitations,installation instructions and Created by Independent Third Party:Yes 3 of 5 10/8/2019, 12:08 PM Florida Building Code Online http"s://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wG... product particulars. 15210.11 k.Smaoth /Wood Grein/White Wood '8'0"Impact"Opaque Fiberglass Single Door with Sidelite or Graln/Rustic/Mahogany Series O Sidelites-Outswing(OX or XO;=0:Configurations) Fiberglass.Door Limits of Use Installation Instructions -Approved for use in HVHZ:Yes FLIS210 R6 II (b,Inst 15210.1i.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F,,Schmidt,P.E.43409 Impact Resistant:Yes Created,by Independent Third Party:Yes De'sign,,Pressure:'N/A Evaluation Reports 'Other:`See INST 15210.11 for Design Pressure Ratings,any 'FLIS210 R6 AE (b,EvaI 15230:11.pdf additional use limitations,installation instructions and Created by Independent Third Party:Yes product;oarticulars. 15210.12 I.Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Double Door with or without Graln/Rustic/Mahogany Series O Sidelites_Outswing(XX;OXXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 I1 (b)in 15210.12.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E:43409 Impact,Resistant:Yes. ,Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports , Other:See INST 152i0.12 for Design Pressure Ratings,any FLIS210 R6 AE (b)Eva[15210.12,pdf additional use limitations,Installation instructions and Created by Independent Third Partyi Yes product-porticulars. 15210.13 m.Smooth/Wood Grain/White 8'0"Impact Opaque'Fiberglass Single Door with Surface Wood Grain/Rustic/Mahogany Bolts-Outswing(X-Configuration) [Series O Fiberglass-Door. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FLIS210 R6 II (�)Inst 15210.13:Ddf Approged for use outside HVHZ:'Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15210.13 for Design Pressure Ratings,any FL15210 R6 AE (b)Eval 15210,13.odf additional use limitations,installation Instructions and Created by Independent Third Party:Yes product_particulars.. 15210a4 n.Smooth/Wood Graln/White Wood 8'0"Impact"Opaque Fiberglass Double Door with Surface Grain/Rustic/Mahogany Series 0 Bolts on Active Door panel-Outswing(XX-Configuration). Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FLIS210 R6 II (b)Inst 15210.14:Ddf Approved for use outside HVHZ:,Yes Verified By:Lyndon F Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other;See INST 15210.14 for Design Pressure Ratings,any 'FLIS210 R6 AE (b)Eval 15210.14.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15210.15 0.Smooth/Wood Grain/White Wood 8'0"ImpactGlazed Fiberglass Single Door utilizing the Grain/Rustic/Mahogany Series O WINDSERTr"an operational window insert-Outswing(X- Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FLIS210 R6 1I fb)Inst 15.2.1.0 5 odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15.210.15 for Design Pressure Ratings,any FL15210 R6 AE (b)Eval 152MIS.odf additional use limitations,Installation Instructions and .Created by Independent Third Party:Yes product particulars. Balt Neat . Contact Us::2601 Dlalr Stone Reid.Tallahassee FL 32399 Phone:850-487-1824 The•State oMorida is aoAA/EEO empioyen.Coovriaht 2007-2013 State of Florida.;:Privacy Statement::Accessibirav Statement::Refund Statement Under Florida law,email addresses are public records.1 you do not want your e-mail address released in response to a public-records request,do not send electronic ma&to'thls-enW.rrnstead,contact the office by phone or by trad3bnal mall.If you have any questions,.please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an emal address'r they have one.The emails provided may pa used for official communkatlon with the rid— ee.However email addresses are plc record.ityou do not wish to.supply a personal address,please provide the Department wth an email address which can be made available to the publk.,To determine-if you are a limmee under Chapter 455,FS., please cJkk hem. 4 of 5- 10/8/2019, 12:08 PM Florida Building Code Online' s://vVwW.florida'buil47mg.org/p dtl:aspx?parain=wG,,, . -, . 'PfodiixlipPipvpl'Adaepffi: � . 5 of 5 10/8/2019,.12:08 PM R : R W Building Consultants; B Consulting and Engineering Services•for the Building Industry P.O.Box230 Vaidcv FL 3359S- Phone 813:639:9197 Florida Boa-rd of Professional Faigineets CeAiftCate of Audecriradon No.9913 Product Cate"o Sub C4tdgoT Manufacturer• P[oduct Name Syringing P,lastprodnc Smooth Mood Grain l White Wood Grain Exterior Exterior--Door 5200-W.Centdiy Blvd.' Rustic l Mahogany Doors` Mae mb_lies' ' Los Angeles,CA 90045 Series O Fiberglass Door Phone 440.969.97/3 Ahiwingt0utswing="impact" Scope: Product Evaluation report:issued by R 1N Building Consultants;Inc l •Lyndon F.Schmidt,P.E.(System 1D,#1998)for Plastpro'inc:,based Rule ChapterNo.6IG20 3,>Method 1D_of the State of Flodda.PCoduct•Approgal,Depaltment,of .,@uslness&:Professional Regulation:. ` RW Building Consultants and Lyndon F..Schmidt,,R.E.do,not have,norwill acquire financial interest the company manufacturing or dis0buting the product or ln,any other.entity Involved in the approval:process of the pmdyct named' - herein.,; • . - _ . UmMallons: 1.This-product has been evaluated.and is In compliance with the 6th Edition(2017).Fiorida Building Code(FBC)strut ral requirements including the'"High.Velocity Hurricane Zone?% 2 Praduotanchors shall be as listed and'spaced as shown,on details.Ancho'iftbedment to base material shall be beyond wall dressing or stucco: `3 When used4n the"HVHZ"£this Or6duct complies with Section 1626,of the Flond-a Building Code-and does not require an impact - resistant covering. .4.When used In areas outside ofthe"HWZT requiring wind bomeAebris protedton this product complies with FBC,Sections 1609.1.2$ R3012.1.2 and does not an impact resistant covering..This product meets missile level"D and Includes Wind Zone 4 as - ' .defined in,A$TM E 1996 and.FBC'Sections 1609a:22:&8301:2.12:1: :- -- 5: For 2x.stud framing construction,,-anchoring of these units shall be the same as'that shown for 2x buck masonryconstruction: 6 Site conditions that deviate from the,details of drawing FL-15210.1 require further engineering analysis Lry:a licensed engineer or registered.architect `. 7 Outswing configurations meet water infiltration requirements fo.r HVHZ". All othercon figurations do not meet the water infiltration requirements for the"HVHZ"'and must be Installed only in non habitable•areas or at habitable locations protected by an overhang or canopy such.that the angle between the edge of canopy.or overhang to sill is less-than 45 degrees., 8. See,drawing k-152_10.1 for size and.destgn,pressurs limitations. Soppordhg Docurnents; 1. TestReeort'No - Test Standard ;Testing Laboratory Stoned by TEL 01390365 TAS 201-94;202-94&TAS 203-94' "lasting EvaluattanLab.;'Ina Lyndon F.Schmidt,P.E. TEL 01391846 TAS 201-94,202-94.&TAS 203-94. Testing Evaluation Lab:,Inc. William Shelton,RE E%Z 255-16776.0: ASTM D:635-98,638-03.1929-96&284399 ErMaboratones' Joseph L Doldan,,RE ;ASTM G 26-95 ETC 06-255-17412 0 ASTM E84-05 ETC Laboratories. Joseph.L Doldan,P.E ETC-07 209=19303.0 ;ASTM D-635-98.6d8-03,l929-96,&,2843-99 [_TC Laboratories - ein-Meunier 2 f]rawing No- . Prepared bv: -SIoned.&Sealed by No FL=15210:1' RW Building Consultants,.inc..(GA##9813) Lyndon F:Schmidt.P.E. 3. Calculations Prepared by Signed&Sealed by Anchoring RW Building Consullants,Inc:(C#.#9813) LyngonF.Schmldt,RE: 4.1 QuailtyAssurance Maridgrneilt ,,��1lttlt�f4��, Instdutdetce frtirying f Plastproana maoufactunng praduds arithiri aequ Iffy • .���`,F.S...;.. ... . assurance program that complies with ISO/l'EC 17020 and Guide 53: ���� %��G Sk, ;� No 43409 +=1 STATE OF tit: OV.-�•�� Lyndon F.Schmidt,,P:E. 2 LU ��i •C OR .. EL PE No:43409 5jONAL E ��' 6/31/2017 Sheet1 of, fi•''" a s tpro =s1 * �=:_gin. 5200, W. CENTURY BLVD. w , LOS ANGELES, CA 90045 ..11 %� •*•""`���.�`�� o n a � 37 LLSmooth/Wood,Grain Grain FRAMEWIDi Rustic/MagI rrr run^ $ �z a Series.0 Fiberglass Dooro. 4 m a a M 'a. INSWING/OUTSWING ` a IMPACT" GENERALN016 1. This product hasbeen evatuated and is in compliance with the 6th Ec tion(2017):Florida Building Uzc o ' Code (FSC)stnrctaal requtemenk including the`FAgh Yelod[y Hurricane Zane(HVHZ). 0 r',A 2. Product anchors shall be as Ned and spaced as shown on detoiis,Anchor embedment io base m V material shall be beyond wag dressing or stucco. z m Lu 3. When used In tho`HVHr this product compiles with Section 1626of the Hodda Building Code and X $ does not require an Impact resistant covering. 4. When'used In areas outride of the°HVHZ"requiring wfnd home debris protection this product x complies with FBC Sections 1609:1.2 b R301.21.2 and does not require an impact resistant covering. O o This product meats misslle lave]'D°and includes Wind Zone 4 as defined In ASTM E 1996 and FRC, Sections 1609..1.24&R301 al.2.1. �a 5. For 2x stud construction,anchoring of these units shall be the same as that shown for 2x buck mosonry R construction. f� p' 6 Site conditions that deviate from the details of this drawing`require further engineering analysis by a licensed engineer or registered architect. 7, OutsvingconflgurolionsmeetwaterinHilrotionrequirements for"HVHP.Al other configusafionsdo 12 not meet the water lrsiYhatton requlremerdslor the HVHr'and must be installed only ln.non4wbitabte areas or at habitable locations protected by an overhang or canopy such that the angle between " _ the edge of canopy or overhang to sill Is less than 45 degrees. FABLE OF CONTENZS SHEETS DESCRIP1tON SHEET# DOMPHON 1 Ical Be Design Pressures&General Notes 7 Horizontal&Vertical Cross Secflons(Directto Masonryp0foabfNPRESSUIZE(P w 2 boot Panel Detak 8 3 po t calcis CONFIGURATION; +FKAAiIE $ 'a { "{' aim 02116112 z t. DIMETJSIQN,�' FOSfTJI/E Nf; A i/EIa3 Hodrontal&Vert Cross Sections(Muck) 9 fit lock details t,., ,.o- .,,:, s n H.T.S.NS9 4• H nt &VB I Cross Sections IX Buck 10 Buckand frame ane aero an ;IK m' 5 odzontal&Vertical Cross Sections(D'vect to Masonry "11 Components" X ' 37 5 x 82.0 +75:0 =75.0 wi an. US 3 e 6, 1 Vertical Cross Sections.(Tnreshoklsl 1 12 1 Bio of materials ow�raea xo e Seesheek2forhartwmdaggnpreuprellmitaHors FL-15210.1` s MMT orH H` O. a F10ERIOR O,. ' o� * t • . Z W01OR 70F W1E \C(` E x , n, 'C�''IPvcI LATCH STILE(LVLI �1IP o:� NUJGESOIEILVII, CAP"True( ICOMP.) '�,db`� t HORRON ALCROSS-SECTION' °_ : 35JSMAXO,A •{• WIDTH- �'• ,� ppyyyg,, o Z TiLb1E • INTERIOR ' • DMOR: c 5 ,+ , �L1AT1UF1lC7(I�tEt .a r MOOEI IRBtUILE KVRKW 11L1oa stoNAruFE sEelEs ±75; RE O DEADIOIT SlL1NATUM?SEl1F5(fSOI POL FOAM�RELHANE' KNOB: 'FSEIIES(FSQ ;19PCFMINJ _ CNLAGE DEACM. "rWas(I�U �- � � . S � � fn SEEHnRD"ErABLE r�,u .. +7$- tiZn a ,. er DEAMOIr. - FWSEMES HOPPE eauLmaHrLouc, xlsl000 roslrloNcue + " SEE HARDWARE TABLE �' FLBERGIASSSYJN ENDLIRA MULTU'01 LOCK MULEHMUM _. M +.7 Sea sheets 5`and 6rorrtwl�pofrd�dcdetals. j `• —�' A ; L4 0 e me 02116/1 ?; 2 sour, N.T.S. 9' JK Fri ..2:, ,VERTICAL CROSS 5EC110N` ',ate:1n , LFS;. 2 WA"n N� n: FL-15210.1 n, a:�u�ivdstplc,inc 'RaW�Rodud A9PIoN�slA=15710 HVF¢F�elglus-lid Opa�ie M 61aQetly[-or�vtr�gs\ti SR1U(2017)�i L5210.1.6;Ewq 3,1 m N VW �.sq�.A 4/ f fir• 04, ch C.4 x O a V ' f0 yTy U In V • , N V �r b Ij ROD MOO= INMDOOR, //�O 2 2 7 PDA E0.' 2D17 FBC JK PARE 0 1lSSEM_ 1�@ BUILCINC CONSULTAMS;,INR 1.. 8•5 UPDATE TO 57N.m. 2014 FBC 'JK P.O.Bmt 230.Va1Hoo;`FL 33515 ' W NO HORIZOMAL k CAL rr Ptiom Na: .;J.esaAI K) S ,CROSS"S CRONS,�BUCK) PBPE C.A.No.a51S, , _ Q2016 R W..:eu1lO1X0 CONiYITIW�:INO: ` - '' � - - - R:lam sOMVM,Tire PERru WIT%l-HOW PFodud AWMhV.-16210 MVfIZ Me*=-BmW Opvm eM G—%C- U3-MI0 M17)ufl:t521U-Un,'4.1 - - c in �. 7 a >°,n,; - r. 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Bax 230 1/atAao FL 33685 , N 0 YY RROM &'�+ CAL kem AL y r� SECffON$(D/RECT 0 AIA50 P A. ,o.9813' FBPE.CA.No.DE73 `' 'Q 801 B.R.w.mutWtNti-DCNspLmmon INO.- .•" - - ..• - e:�dePio,ricPEFI'vINBn1a:-Rep+odu3 i�Da1R-15ua xvN F,Ewas.Inoact opapue a�dGiaedlc,Drawiny^�R.1�Z10 tm17)triaszf?:sa«g,si - P $ ol e .+ a a �Y, 1 1/4 MINS EMB(IYPi) to _ E oo a . - J�Q , �, I q ",_ 011Cf :,,,t Oxvmwd• ��+i •k• �0�, ` S PRO PiASTPRO INS Lyndon F s elvnldl + c F78ERGLASS.DOOR - P E No ss4oa +i�� $ N r y •-2' 24 17 UPOATE'TOBJN ZO 7 FBC'. JK PAR7�OR:ASSENBIY: BUILOINO CONSULTANTS, INC:: K4 „a 71:' 3 9 1 UPDATETO'aSTH ED. (2014J FUC ,JK PO Box 270 VERIfC� Yairtee R.393YS -� N O TE .:.y. ' - Phon�'No e13.6SG 0197 . L CROSS REVISIONS SECTIONS" HOLDS), F'BPE'CA. No:.9613- „- C2O16 R W:BYILDINO`CGNWLTANTf:�NG..- - ,' ^'•- - - -,- _ - _ , MAX G MAX. 13S V-, I MIN I S' i 4+n E MIKE ^tAi a a� m MA Z f�� '`'iiiiiigl d•����,, o�o'� C y r 'P. 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BILL OF MATERIALS `fjLV- 11EM# DFSCR WM MAIERGL =(�� * 6� ` 'A IXBUCKSG>=0.55 WOOD r�,$o B 2X BUCK SG>=0.55 _ WOOD C IN MAX.SHIM SPACE D' I/4"X2-3/4'PFHELCOOR RW CONCRETE SCREW STEEL p������► Ug'mZ E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE S1 0 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 o G 3/16°x3.1/4°PFH ITWCONCRETESCREW STEEL Q� e% 90 oa 1 1/4°X1-3/4°PFHELCO OR RW CONCRETE SCREW, STEEL a � ma�`.�. 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JK 9 S cnc.m; LFS 3 WAM xx � FL-15210.1 v smLff_ ro o a _RECEVED JAN 2 3 2020 A LE COPY L.ucie County, Permitting MIAMI•DADE MIAMI-DARE couNTx o PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy CGI Windows and Doors,Inc. 10100 NW 25'Street Miami,FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"Sentinel 110"Aluminum Single Hung Window—L.M.I. APPROVAL DOCUMENT: 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 02/02/10, with revision D dated 09/29/17, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#15-0512.10 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 17-1018.08 MIAMFDAOE COUNTY Expiration Date: September 22,2020 V-11...e ul F. Approval Date: December 21,2017 12�1�1�1 Page I CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.10-0510.11) 2. Drawing No W10-03,titled"Series Sentinel 110 Alum S.H. Wdw. (L.M.I./S.M.I.)", sheets I through 9 of 9, dated 02/02/10,with revision C dated 04/10/15,prepared by Al-Faxooq Corporation,signed and scaled 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,Duraseals 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,DurasealS and Super Spacer(&insulating glass spacer,prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB,dated 03/03/15, signed and sealed by Ramesh C.Patel,P.E. 3. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 238 aluminum fixed window,to qualify DuPont"Butacite"PVB interlayer,Duraseal(&and Super Spacer(&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 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-0080-01 0 1-10, dated 02/03/10, signedand scaled by Vinu J. Abraham, P.E. (Submitted under NOA No.10_0510.11) —*.1 A11111,If - - Manuefp,prezzll.E. -Product Control Exa.diner NOA No. 1 -618.08 Expiration Date: September 22,2020 Approval Date: December 21,2017 CGT Windows and Doors,Inc. NOTICE OF ACCEPTANCE: 'EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations-and structural analysis, complying with FBC-511 Edition (2014), dated 09/08/14,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. (Submitted under 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"Saflex CP—Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14,expiring on 12/11/18. 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 06/19/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th 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 Butacite®PVB glass interlayer by DuPont as well as Duraseal®and Super Spacer®Standard warm-edge flexible insulating glass spacers,dated December 16,2014,issued by RER,Product Control Section, signed by Jaime Gascon, Supervisor. G. OTHERS 1. Notice of Acceptance No. 14-0915.06, issued to CGI Windows & Doors for their Series "Sentinel 110"Aluminum Single Hung Window-L.M.I. approved on 02/05/15 and expiring on 09/22/20. Manue er P.E. Product Cont of miner NOA N&.117-1018.08 Expiration Date: September 22,2020 Approval Date: December 21,2017 E-2 CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. 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 02/02/10,with revision D dated 09/29/17,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. None C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC 6"' Edition (2017), dated 09/29/17,prepared by AI-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. 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. 16-1117.01 issued to Kuraray America,Inc.for their "Trosifol®Ultraclear, Clear and Color PVB Glass Interlayers"dated 01/19/17, expiring on 07/08/19. 3. Notice of Acceptance,No. 17-0712.03 issued to Eastman Chemical Company(MA) for their"Saflex CP-Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 09/07/17,expiring on 12/11/18. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. F. . STATEMENTS 1. Statement letter of conformance,complying with FBC 51 Edition(2014),with FBC 60' Edition(2017);and of no financial interest,dated September 14,2017,issued by Al- Farooq Corporation,signed and sealed by Javad Ahmad,P.E." G. OTHERS 1. Notice of Acceptance No. 15-0512.10,issued to CGI Windows&Doors for their Series"Sentinel 110"Aluminum Single Hung Window-L.M.I.,approved on 08/06/15 and expiring on 09/22/20. Manuel r P.E. Product Con E miner NOA No. -1018.08 Expiration Date: September 22,2020 Approval Date: December 21,2017 E-3 53 1/8" 52 1/8' 52 1/8" 3 FLANGE WIDTH BUCK WIDTH BUCK WIDTH Lf n 47 7/16' 47 7/16" 47'/1 ? D.L.O. (FIX. LITE) FALSE MUNRNS D.L.O.(FIX. LITE) FALSE MUNTINS D.L.O.(FIX. LRE) z j 20 9/16' (SURFACE APPLIED) 20 9/16' ((SURFACE APPLIED) 20 9/16' C 6'MAX. MAX. 'k* OPTIONAL 5 1/2' MAX. ** bPRONAL / 5 1/2"MAX. MAX. 'I'* N HEAD/SILL HEAD/SILL HEAD/SILL HEAD/SILL HEAD/SILL HEAD/SILL Q f N a CORNERS 4 CORNERS 8 CORNERS a+00 O o0 p N D IIlIlI 111111 5 =====1R==�-�-�_____ ''� ====_�==z 4---== n =====ff u �� a H /� IIS, - d u u " d D7 n u " d oz ii B n n �� 6 B u H �� 7 n I 0' wo 4 1i ii 6 it ii 7 ii ii {L N F' w J r� rY nY n n u ^ Lj E II /• II m II /. II m II /. II O z --___ _ m o o ----- _ — —�_____ ----- — II I r n r p II II m ro II II m c u u 1 c1 a n o p - 4 ii ii �^ 6 it ii m VI �2 II II C n 11 Q N 3 n x 47 7/16" mg 47 7/16" m FALSE MUNRNS 47 7/16" m .J D.L.O.O. (VENT) u.-. (VENT) \ � (SURFACE AO D.L.O. (VENT) rl ¢ vOPTINAL o C N o 50 1/4' 50 1/4" In 50 1/4' w In In uoi VENT WIDTH VENT WIDTH VENT WIDTH B:: FLANGE & FLANGE ADAPTORFRAME EQUAL LEG FRAME FIN FRAME LWr- c Z N SERIES SENTINEL 110 ALUMINUM SINGLE HUNG WINDOW w o DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER TYPICAL ELEVATION p5 L)o CHARTS SHOWN ON SHEET 2. n O APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WDW. WITH OTHER MIAMI-DADE COUNTYN APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS * gg IN BETWEEN. CENTER ANCHOR REQUIRED WHEN 33 R LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL SPACING EXCEEDS 20 916" B WILL APPLY TO ENTIRE SYSTEM. �+ 3 4S THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014(STH EDITION)/2017 (6TH EDITION)FLORIDA _ LAMINATED GLASS BUILDING.CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). INSULATING LAM. GLASS c dA e 1BY OR 2BY WOOD BUCKS&BUCK FASTENERS BY OTHERS, MUST BEC LARGE MISSILE IMPACT 2 ;, '<•a DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS o 0 0 To THE BUILDING STRUCTURE SMALL MISSILE IMPACT 5 a< m o ANCHORS SHALL BE CORROSION RESISTANT,SPACED AS SHOWN ON DETAILS 1 E Il 0 MATERIAL SHALAND L PER BE BO DSWALLRRESSING OR SPECIFIED EMBEDMENT TO 845E ``\\\�e(i• TYZ�/��� o A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT,NON-METALUC AND NON-COMPRESSIBLE J I' • N MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT = N•70592 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE PRODUCE REVD = REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE h ADOPTED STANDARDS. ua ildiPg i4dwltbf1siF®s� _ 'b THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION Buildeu Code •. r71 Pi B O FORA SITE SPECIFIC PROJECT.1.e.LIFEAcceptnncc FE SAFELY OF THIS PRODUCT,ADEQUACY No - OF ��®' ATE ��(y drawing no. OF STRUCTURE RECLlVING THIS PRODUCT AND SEALING AROUND OPENING FOR ExPlre ^Date 2T> Z WATER INFILTRATION RESISTANCE ETC. .....''•�C9��� W1 O—O3 I ANDDTOOBE REVIEWED BY BUILDING OFFICIAL E TO BE ANALYZED SEPARATELY, Miami ade Product ���. EQUAL LIM WINDOWS UNEQUAL LITES WINDOWS ,1 c9 DESIGN LOAD CAPACITY-PSF DESIGN IDAD CAPACITY-PS? � FIANCE DINS. BUCK DIMS. CUM TYPES'A'Ah'A1'GIASS TYPES'B'A'BY FLANGE DIMS. BUCK DIMS. MAK.TOP EM GLASS TYPES'A'a'AV GLASS TYPES'B'k'B1' O p WIDTH HEIGHT WIDTH HECHT IDU.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT WIDTH HEIGHT 'A'DIN. DCL(+) 1M.(-) DCL(+) 1M.(-) -� 19-1/e 18-1/8• 75.0 75.0 80.0 85.0 53-1/8• 76' 52-1/8• 75• 36-1/4' 75.0 75.0 80.0 85.0 26-1/2' 25-1/2• 75.0 75.0 80.0 850 49• 79' 48' 78• 39-I/4• 75.0 75.0 80.0 85.0 F q 3726' 36• 25• 75.0 75.0 80.0 BSO 26-1/2' 25-1/2' 70-5/8" 75.0 75.0 80.0 8.5.0 ea^� jj Ia 49' 48• 75.D 75.0 80.0 85.0 31' 30' 63-5/e• 75.0 75.0 80.0 85.0 53-1/8' 52-1/8• 75.0 75.0 BG.O 85.0 33• 85' 32' 94• 80' 75.0 75.0 BD.O 85.0 19-1/8' 18-1/8• 75.0 75.D 80.0 85.0 37' 36' 53-1/2• 75.0 75.0 80.0 85.0 C C 25-1/2• 75.0 75.D 80.0 85.0 43' 42' 45-1/4' 76.0 75.0 B0.0 85.0 FO 37• 3B-J/B' 38• 37-3/8' 75.0 75.0 80.0 85.0 49' 48• 75.0 75.0 80.0 B5.0 53-1/8' 52-1/B" 75.0 75.0 80.0 85.0O 0 19-1/e• 1e-1/e• 75.0 75.0 80.0 Bs.o W�DTI4 O a S / 28-1 2• 15-1/2' 75.0 75.0 BD.D 85.0 37' S0-8/B• 38' 49-5/8• 75.0 75.0 80.0 85.0 49' 48• 75.0 75.0 BD.O 85-0 Z m_O 1 O (4 53-1/8' 52-1/8' 75.0 75.0 80.0 85.0 Z w 19-1/8' 18-1/8• 75.0 75.0 80.0 85.0 Q w m 28-1 Y 25-1/2• 75.0 75.0 80.0 85.0 37• 83' J8' 62' 75.0 75.0 80.0 85.0 s 49' 4B' 75.0 75.0 80.0 85.0 aD N a 53-1/8' 52-1/8' 75.0 75.0 80.0 9.5.0 in 19-1/8" 18-1/8• 75.0 75.0 80.0 85.0 O n 26-1/2' 25-1/2• 75.0 75.0 80.0 85.0 `�-' 1_ N 37' 76' 36' 75' 75.0 75.0 80.0 85.0 3 49' 48• 75.0 75.0 90.0 85.0 UNEQUAL LINES (ORIEL TYPE) 3 M 53-1/8' 52-1/8• 75.0 75.0 80.0 85.0 = I... 0 l l 19-1/e' 18-1/e' 75.0 75.0 80.0 - 85.0 rn a LLJ 4 26-1/2• 25-1/2• 75.0 75.0 80.0 85.0 j 1- 37' 85' 36• 84' 75.0 75.0 80.0 85.0 C N Yr•TYP. )f• o 48-1/2' 45-1/2' 75.0 75.0 B0BUCK DIMS TYP..0 85.0 00 N_ mN^ e ' w 0 M m WIDTHC Z Ij FLANGE FRAME ?i o _ I_ FLANGE DIMS w 2 N ES o M N BUCK DIMS 0 EQUAL LEG FRAME H g� BUCK DIMS EQUAL L1TE5 • gym- o� Hoo c FIN FRAME G< c ,It ``\A\1111111111j1j' o BUCK DIMS N � PRODUCT REVISED 0.7 NOTE: as complying with the Fbwka GLASS CAPACITIES ON THIS SHEEP ARE BuddingCtan'ode BASED ON ASTM E1300-09 (3 SEC. GUSTS) FLANGE ADAPTOR FRAME I*Pi . n� � �8'.�� ATE OF (�' drawing no. AND FLORIDA BUILDING COMMISSION FLANGE DIMS 9RFR? .•'G\��` DECLARATORY STATEMENT DCA05-DEC-219 B '�S,O rG���` W10_03 Product 77/111�(Al'1A\A� sheet 2 of 9 1/8'ANN. GLASS 1/8'HEAT STREN'D GLASS 6�� 075"Interlayer 075'Interlayer �j Saflex CP With PET Core Saflex CP With PET Co. O By'Eastman Chemical Co.' By'Ecstmon Chemical Co.' OR OR O h .090"Interlayer 090"Interlayer k n Saflex Clear And Color Glass Saflex Clear Md Color Glass f. a By'Eastman Chemical Co.' By'Eastman Chemical Co.' a OR OR o 090"Interlayer 090'Interlayer 0 NO 4-6 V SentryGlas SentryGlas GI N By'Kuraray America, Inc.' By'Kuraray America, Inc.' C OR OR 090' Interlayer 090'Interloyer 0 t N Trosifol PVB Trosifol PVB v G uTd By'Kuraray America, Inc.' By'Kuraray America, Inc' a K �.t 1/8"ANN.GLASS + 1/8"HEAT STREN'D GLASS H m SILICONE s SILICONE M1 GE 1200 Mt GE 1200 LL Z to_o cs DOW CORNING 899 O DOW CORNING 899 O Ir ii DOW CORNING 995 II it DOW CORNING 995 a 6 m j O X- 19 a 0 0 N W ® WI. 0 vi \ M4 AT 1/4 POINTS ON L1TES W M4 AT 1/4 POINTS ON LTTES WIDER THAN 36' W WIDER THAN 36' GLASS TYPE 'A' GLASS TYPE 'B' 3 to 5/16'OVERALL LALI.GLASS 5/16"OVERALL LAM.GLASS (L.M.I & S.M.I.) N o°0 w s of 1/8'ANN.GLASS 1/8'HEAT STREN'D GLASS C .075'Interlayer .075"Interlayer a O n o Saflex CP With PET Core Saflex CP With PET Core 3 N e By'Eastman Chemical Co.' By'Eastman Chemical Co: M OR OR d 0 m 090"Interlayer 090"Interloyer C Z Saflex Clear And Color Glass Saflex Clear And Color Gloss :v- OR Chemical Co.' BByR'Eastman Chemical Co.' 3 0 1/4"AIR SPACE 090" Interlayer 1/4"AIR SPACE ,090"Interlayer SentryGlas SentryGlas to 1/8"ANN. GLASS By.Kuraray America, Inc.' ByR'Kuroray America, Inc.' O 090" Interlayer 1/8'HEAT STREN'D GLASS 090"Interiayer Trosifol PVB Trosifol PVB o By'Kuraray America, Inc.' By'Kuraray America, Inc.' $" a R r 1/8'ANN.GLASS 1/8"HEAT STREN'D GLASSN B 9 C� a E q Gs SILICONE SILICONE m g z GE 1200 GE 1200 _ DOW CORNING 899 DOW CORNING 899 'N M1 DOW CORNING 995 iv M1 i - DOW CORNING 9950•e n \ \ PRODUCT REVUED y i i t i ns rnnrylyiag withBto FkfiAa a o�'�h XL EDGE SPACER J .i XL EDGE SPACER •y 8ui1dia8 Code o S o ST. STEEL BY'CARDINAL' ST.STEEL BY'CARDINAL' Accept—le b •D/ .6 o a OR OR Fxpimtian Date C DURAS BY W E9 SUPER SPACEROBY OIIANEW E9 OR 0 OR By SUPER SPACERBY0 AMEX' Mi i ado Product ���VOEN�,g7F•' !�� M4 AT 1/4 POINTS ALL SIZES M4 AT 1/4 POINTS ALL SIZES .... I Y X92 - $ GLASS TYPE 'Al' GLASS TYPE 'Bl' _ •: _ b S r 0.70"OVERALL INSUL LAM.CLASS (L.M.I ONLY) 0.70'OVERALL INSUL.LAM.GLASS OF drawing no. olro�.•'��� W10-03 IN ORDER MISSILEIMPACT EXTERIOR POF GLASS TYPESMALL & B7' MUST BE TEMPERED. TYPICAL ANCHORS SEE ELEV. FLANGE & FLANGE ADAPTOR FRAME �y.V 1BY FOR SPACING WOOD BUCK uEraL • •v. I .. .. STRUCTURE O FSEE 6", w r------------- oda: .•d 'EDGF<.DIST.• TYPICAL ANCHORS Z F. n r •° a a.' °,• d' i FOR SPACING o O I I MIAMI—DARE COUNTY APPROVED i t Z w Td' • \N o I MUWON h MUWON ANCHORS I e g �i n y EDGE DIST. 3 0 DIST. cl x I I SEE SEPARATE NMA I I a7 aQ (o O . ,r. .. ten: \� 11 1j 7g1 O".c U c°3 !EDGE DIST. I I Q.ru p ------ — — _ O G H�+ _ a 6 pO° M2 Y x p G� \ TYPICAL ANCHORS TYPICAL ANCHORS p.b i; S5 SEE ELEV. SEE ELEV. to 8d i� FOR SPACING FOR SPACING Q c3 i� 49 � O gggggg L' o WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WQ w 0 2 a/ e a DW. MIN MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. III \ TYPICAL ANCHORS: SEE ELEV. FOR SPACING i SWEEP LOCK 2 3/B'MIN. I DIA. TAPCON BY 'rrw' F-125 KSI,Fy-100 KSI)OPTIONAL J O ,� 1 EGRESS LOCK 1/4" DIA. ULTRACON BY TELCO' Fu-177 KSI,FY-155 K51) AT SILL `� INTO 20Y WOOD BUCKS OR WOOD STRUCTURES o iO 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1 BY BUCKS INTO CONC. OR BLOCKS t" O w ` 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) o r Ea 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) rn O n WHEN USED THE MIN. WOOD BUCK O o x N o DEPTH SHALL BE 236". THE USE OF DIRECTLY INTO CONCRETE OR BLOCKS y N W ! 1 DEEPER OR BEVELED WOODBUCKS IS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) d 0 '"11 E?C+ ! PERMITTED. 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) W #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) 3 0 0 i INTO MIAMI—DADE COUNTY APPROVED MULLIONS h ALW OR w U0 � x INTO METAL STRUCTURES (HEAD/SILL/JAMBS) i (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE 0 �1 ALUMINUM: 1/8" THK. MIN. (6063—T5 MIN.) I, o p t STEEL- 1/8" THK. MIN. (Fy = 36 KSI MIN.) i I (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) o TYPICAL EDGE DISTANCE g ,9 N Sa 94 t INTO CONCRETE AND MASONRY = 2" MIN. v 2 s INTO WOOD STRUCTURE = 1" MIN. 1 INTO METAL STRUCTURE — 3/4" MIN. EB 1 WOOD AT HEAD, SILL OR JAMBS SG- 0.55 MIN. c CONCREM AT HEAD, SILL OR JAMBS f c - 3000 PSI MIN. Me " C-90 HOLLOW/FILLED BLOCK AT JAMBS f m -2000 PSI MIN. <<m O 2 14 PRODUCFREVISED O C as n with We Flmida wmplYi B 14 b n Building Godo `�� ��W°:• �/(�.� /� de Audit g No a d Ex�pira'tiAon l7ute •"• .. � .•d, .•4 4 .' a � Adiann nMl N .•a ,•p'.. •8 I TYPICAL ANCHORS d j/ •. � . • SEE ELEV. ATE OF r ((/� drowing no. ,' •p I TYPICAL ANCHORS :^ FOR SPACING %� •,• DRIDP. �\`�� ,11/1 1BY ". FOR SPACING ��/ / ••• �`���� rr 1 O—O� `WOOD BUCK // OAIAd. 11 ///1111111111 sheet 4 of 9 1/4'MAX. BUCK WIDTH 1/4•MAX. FLANGE & FLANGE ADAPTOR FRAME FLUW a SHIM SHIMS p1 TYPICAL ANCHORS D ' 1 TYPICAL ANCHORS Q �qi SEE ELEV. se S5 SEE ELEV. g m zd FOR SPACING 1 FOR SPACING F Z a ' T(MD) vo FLANGE ADAPTOR FRAME d ' FoF. METALU N STRUCTURE _ — •1 1/4' V m _ G, P7 EXTERIOR 1 tl P WOOD BUCKS A i =_= J Z� ' D.L.OPG. v E1 i ii O Q lu m f 411 O 0 y N 1/4'MAX. BUCK WIDTH 1/4'MAX. SHIMS SHIMS W I J O "I m TYPICAL ANCHORS SEE ELEV. TYPICAL.ANCHORS I 3 W n FOR SPACING SEE ELEV.a V FOR SPACING = O W ,v1 s W LL HLV I O •p 1 1/4'. Y WOOD BU C z 'BOO 3n m WOOD STRUCNOR L' BY WOOD BUCKS 1O g (1 � O MIAMI-DADE COUNTY $ n APPROVED MULLION 12 &MULLION ANCHORS 1/2'TYP. -6 SEE SEPARATE NOA O u u a BUCK WIDTH BUCK WIDTH °� g INTALLATION DETAILS SHOWN ON PAGES 4 AND 5 APPLY TO BOTH FLANGE FRAME AND FLANGE ADAPTOR FRAMES. 0 c $d If- 11 m PRODUCT RBYISE13 1 L o a m a g I I 35 Caaiplylae W LmtlwP�da C 9aildiag Cada 0 - _ - + — A.=cptanapimd. at. \YYY711111111//// o rp rENSj 9y I � - - - —- - - - L --J ATE OF drawing no. 414 X t•FH.SMS. :, �, .,orn ��: W10-03 �////®NA�1�YY� sheat 5 of 9 TSIEEEI LEV. HORS MELED AL EQUAL LEG FRAME y.V 113Y FOR SPACING WOOD BUCK-\ .:< .,I .. TYPICAL ANCHORS F____________________l o d a.• .d e. .. SEE ELEV. m I r-------------------i l 3 •i d ° a. 'i d " 'EDGE°015T.• FOR SPACING c 4Y �j I MIAMI-DADE COUNTY APPROVED I Z b ! EDGE $ s I I MUWON k MUWON ANCHORS I I C_ y •d °d'° ,•d'•°• a g a SEE SEPARATE NOA 3 II EDGE DIST. ..'...;... M3 I O Al --- Et -- ------ m Fc A V=N a = 0 1.r n7 it rn TYPICAL ANCHORS TYPICAL ANCHORS Q`K Itc7 0 M2 SEE ELEV. SEE ELEV. Q a O Q FOR SPACING FOR SPACING ,y G it S5 TYPICAL ANCHORSD:e0e g q MIAMI-RADE COUNTY ! II SEE ELEV• APPROVED MUWON Q 6 o i M9 FOR SPACING k MUWON ANCHORS LL 2 oo- SEE SEPARATE NOA 0 CD ao i !i 1/4- BUCK WIDTH BUCK WIDTH BUCK WIDTH Q w m SHIMS f g II SWEEP LOCK 1 1/•4 I I ml i 1 OPnONAL TO -- ~E EGRESS LOCK AT SILL N I I 3 W I I © tai da I I 'O Ut 0 o m [Wy j 1 it m .v a.'. E3 EB X14%1°FH.SMS. Z Nt.Mj m U� j =Z W i i y 30_0 g 8 EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY O INTO WOOD, CONCRETE OR METAL STRUCTURES o FE it 1 WITHOUT THE NEED OF A WOOD BUCK. c 8 I - il 0 _9His12P ¢ 2 3/8°MIN. d g a S4 I III /��\ IIID Q dd m d S cP S 1 I E823 rl��`\�� '.d` .,4 •9 .° ° I :o ,d. °. '; � i 2 3/B' NIN. '' •d �_i TYPICAL ANCHORS m o= '•y SEE ELEV. o$ $ M9 ^RODUCI;REV73F.D I FOR SPACING i m O cdmplying with a*F Building Cods 1111111111// C� AcceptenceNo 1 -1078.08 `711 AN, pimrioa Date jfj Tt— rx ........... �i i 1 Alionci ode Product d � WHEN USED THE MIN. WOOD BUCK yF-;' � No. 0592 s i DEPTH SHALL BE 233,6°. THE USE OF a "• DEEPER OR BEVELED WOODBUCKS IS > EDGE DfSL a TYPICAL ANCHORS PERMITTED. STATE OF Cy; drowing noZ. ..v18YSEE I FORSPACING ' ` WOOD BUCK /�� /�mI rG11\� Ar/1111111111 sheet 6 of 9 TYPICAL ANCHORS U ILLUSTRATIVE SPACING E DTLS.ONLY TSEE ELEV. FIN FRAME �y. o EXT.OR INT.FINISHES NOT BY CGI I1 Z p ; 1 1/2' n FZ °� HOUSE WRAP TYPICAL, ANCHORS: SEE ELEV. FOR SPACING O u NOT BY CGI qq 8 S S (GRADE 2 CRS) d N AZE1 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES ° BACKBED 1-1/2" MIN. PENETRATION INTO WOOD µyI'a CAULKING - 2 2 o M2 a t1 d°Q S5 0 cu b� ! � ZO Q z iL G i LLZtn_o o MB 6 W N f J d O I zg i \ m SWEEP LOCK U n OPTIONAL TO � o� EB 1 EGRESS LOCK AT SILLWOOD o 0 3 n NOT BY CGI STRUCTURE ICNRE 1/4°MAX. BUCK HEIGHT 1/4°MAX. N V O6 GAP D O P4E4 !E1/2'MIN. 1/2'MIN. 0=N D w x o F c P4i -i ? N N M F00 M i � z�N 0 BACK9ED O 6{ CAULKING H U F N I z osRF� w II. - - - - - - - - - - - - - - - - - u p C2 Say 1 HOUSE WRAP E6 NOT BY CGI iii o E3 EB i EXTERIOR a o 2 g H M9 - O.L.OPG. v�i m 2 I 1 ?RODUCT REVISE[) . BACKBED iu complyug withft lZm9M t�%Allll1llilli CAULKING 3uildi aCode a T. .4<ceptancei^12, �� Y�"`'' i i 1 E2 E:pi14 mtioo DTyNo.792NOTSBY CGI �imtii = o �'1 a ,l ! ATE OF Qy�� drawing no. 17 TYPICAL ANCHORS '��� •. ORIOP •59W10-0SEE 3 a ELEV. FOR SPACING 'All%o���j1 `` sheet 7 of 9 ITEM PARTS QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REHARK.Sv �i E7 CGI-100 1 FRAME HEAD 6063-T6 - �� o E2 CGI-101 1 FRAME SILL 6063-T6 E3 CGI-102 2 FRAME JAMB 6063-T6 - Z m 3 E4 CGI-103 1 MEETING RAIL 6063-TS - 0 n E5 CGI-104 1 LOCK RAIL 6063-TS - E6 CGI-105 1 HANDLE RAIL 6063-T6 - g C c U E7 CGI-106 2 SASH RAIL 6063-T6 - d�u E8 CGI-107 AS READ. 5/16"GLAZING BEAD 6063-T5 - �G E9 CGI-10B AS READ. 0.700'GLAZING BEAD 6063-T5 - 0 N r E10 CGI-109 AS READ. FRONT FLANGE ADAPTOR 6063-T6 - v N Ell CGI-110 AS READ. NAIL FIN ADAPTOR 6063-T5 - d 2 E12 CGI-135 1 FLANGE FRAME HEAD 6063-T6 - 0 2.0 G E13 CGI-136 2 FLANGE FRAME JAMB 6083-T6 - E14 CGI-137 1 FLANGE FRAME SILL 6063-T6 - LL N 4r E17 CGI-605 OPTIONAL SCREEN FRAME 6063-T5 - J O N J Q W M M1 CGI-382V AS READ. GLAZING BULB VINYL(OUROMEIER 75-BD SHORE A) PVC - O M2 CGI-111 OPTIONAL SCREW COVER PVC PROTOTYPE OR EQUIV. M3 CCI-112 AS READ. EQUAL LEG COVER/SHIM,J'LANG AT ANCHOR LOCATIONS PVC - M4 - 2/LITE SETTING BLOCKS EPOM DUROMETER 8015 SHORE A v M9 SUPER BOOST 2/WOW. SPIRAL BALANCE - BSI OR EQUN. n M10 - 2/WDW. BLOCK/TACKLE BALANCE - BSI OR EQUIV. M11 W23201 NG AS READ. PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUIV. 3 M12 CGI-129 1/WDW. EGRESS LOCK ALUM. SULLIVAN 3 M13 CGI-131 2/WOW. HANDLE RAIL END CAP NYLON M&M = p j M14 E2601OWN - D BULB-T SLOT PVC ULTRAFAB OR EOUIV. K M15 CGI-133 4/WOW. SASH GUIDE(SPIRAL BALANCE) NYLON M&M C((I M16 CGI-130K2/ . SASH TOP GUIDE(SPIRAL BALANCE) NYLON M&M o O FZ-r M17 A30730401-32 . CAM LOCK ZINC TRUTH OR EQUIV. y N m M78 CGI-132 . SASH STOP,2•LONG PVC PROTOTYPE OR EQUIV. d M20 CGI-125 . SASH CAM(B/T BALANCE) NYLON M&M Z 3 J M21 - . B/T BALANCE TAKE OUT CLIP - BSI OR EQUN. C Z 30 0 U22 146-6 . WEEP COVER NYLON AMESBURY OR EQUNM23 CGI-134 SILL SPACER PVC PROTOTYPE OR EQUIV. fn S2 2 OR 3/CORNER # 10 X 1 1/4•LG. PHIL PH.SMS. ST ST.ASSEMBLY SCREW S4 - 4 WDW. e X 1 2'PH.SMS.ST ST BALANCE BRACKET SCREW - - SS - 2/WOW. 8 X 1'LC. FH.SMS. ST/ST. SPIRAL B.ASSEMBLY - - c 3i R Sfi - 2/LOCK 6 X 1/2'LG.FH.SMS.9 CGI-133 &CAM LOCK - �E5 o o PROD11Cr RBVISBD `1111111111/!! Building O Cod WIt1!110E PPaa�e `�\ Acceptc No 17-101 A ���'•.•• GENSF '': Tyv 2xpirotion Date 13Y .70592 Mimi! ode Product i,i, � ' O L)� C2j:,� '� '• ATE OF �,ly�� drOWlOg no. !lIIIIIIINI sheet 8 of 9 2.505 2.50.5 �I 065 �Y 52 c Z 1.745 .811 9 1 1.550 1.680 m .745 065 1.245 TYP. .745 .065 ttQQ��y S" U 1.015 1.015 1.395 ,0 �Gij1 W1u E12 FLANGE FRAME HEAD Et FLUSH FRAME HEAD Ett NAIL FIN ADAPTER $ N h 33.175 1.583 1.007 O ym mm<0 .745 I �• 2 A 065 TYP. .�O6P5 III�f"(��I 2.113 ..rl cZ7 m rC� 3.175 1.368 I 'o'5 Q W Omi F 3.675 14293 I IuR- I VENT TOP CORNER 1.429 N .500 1.220 1.000 Soo 2.505 E4 MEETING RAIL FRAME TOP CORNER c 2.505 3 1.220 N x Eta FLANGE FRAME SILL O FLUSH FRAME SILL 'y pD V) .500 1.301 1.301 1.043 � � � C to 065 3 N t•] 1 065 065 �• d p 3 M n z �• �' 1.015 CZE� 2.440 2.440 i o .o O;� L i 1.0ts 1.075 O LOCK RAIL FRAME BOTTOM CORNER I U o VENT BOTTOM CORNER 745 .745 2.195 2.846 2.346 E13 FLANGE FRAME JAMB O FLUSH FRAME JAMB ' s1 12 ry 1.692 3 065 m$SY .490 .1201 1.043 7Yp. T-- 050 TYP. • OE8 OE9 •7�k.05.TYP. I .664 F� EB 1.HAND RAIL ,"j/yfW�I1� I 5a2s Ow - ttttllllllr77 O•Hcm i',.0Dl1C`i1 REZISEDEmoaompn., 5/16" GLAZING BEAD .700" mo onB<om m'0u ry0m GLAZING BEAD BuildiogCAN- 1 de ``fit ��ppqq r77j o 1.393 Acceptan �� Y"`.:.:�.449 .4 .450 ••1.395 780 AYN,70 .180 293 J� - •'l7_ '� .550 .050 •r,,.. .050 .D60j 7.025 .065 1015 ow 0 .065 Lam . 1.413 � U� �® •. S TE OF r E(/� 'drawing no. `�C9�. W10-03 u3 FLUSH FRAME COVER 19 SCREW COVER O SASH RAIL Eta FLANGE ADAPTOR ''�7rS�Ill�j�11��`-` sheet 9 of 9 r. MIAMI•DAD MIAMI-DADS COUNTY IL 070 P ODUCT CONTROL SECTION ��� ` � p 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMICRESOUR FS7` Cucie County, permlttl Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION 86)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economv CGI Windows&Doors,Inc. 10100 N.W.25" Street Miami Fl.33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has-been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"160 Sentinel'Aluminum Outswing Glazed Doors w/wo Sidelites-LMI -APPROVAL DOCUMENT:Drawing No.W13-01 Rev F,titled"Series Sentinel 160 Alum Outswing Door (L.M.I./S.M.I.)",sheets 1 thru of 13 of 13,inclusive sheet 1.1,prepared by Al-Farooq Corporation, dated 01/03/13 and last revised on 02/13/18,signed and scaled 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 sheet 2,single sidelite in sheet 3 and door mullion in i sheet 4.For mulled unit lower design of door or sidelite or mullion shall apply to the entire assembly. 2. See glazing option in sheets 1 and 1_1 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 after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be } done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews 4 14-1015.04 and consists of this page 1 and evidence pages E-1,E-2&E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M.Plasencia,P.E. i M�c,Mwurmr NOA No. 17-1226.05 [ t Expiration Date: August 08,2023 Approval Date: February22,2018 t Page 1 1 CGI Windows & Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA'S 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-I only) 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 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, 3 signed and sealed by Ramesh Patel,RE ! 9 C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014(5th 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/ASTME-13 00-02,-04 and-2009. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont 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. 12-1231.08 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. 17- Jorge M.Plasencia,P.E. Pr duct Control Unit Supervisor NOA No 17-1226.05 Expiration Date:August 08,2023 Approval Date: February 22,2018 E-1 CGI Windows &Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5th Edition)and letter of no financial interest, prepared by Al Farooq Corporation, dated 09/23/14, signed and sealed by Javad Ahmad,P.E. 2. Lab compliance and addendum letters, as part of the above referenced test reports. G. OTHER 1. This file NOA revises#13-0226.06,expiring 08/08/18. 2. Test proposals approved dated 12/16/14&#12-0553,dated 04/25/12 approved by RER. 2. NEW EVIDENCE SUBMITTED r A. DRAWINGS 1. Drawing No.W13-01 Rev F,titled"Series Sentinel 160 Alum Outswing Door(L.M.I./S.M.I.)", sheets 1 thru of 13 of 13, inclusive sheet 1.1,prepared by Al-Farooq Corporation,dated { 01/03/13 and last revised on 02/13/18, signed and sealed by Javad Ahmad,P.E. 3 i 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 Along with manufacturer's parts and section drawing marked-up drawings of aluminum out w/ sidelites,by Fenestration Testing Laboratory, Inc., Test Report No. FTL 17102 dated 05/19/17, j signed and sealed by Idalmis Ortega, P.E. a C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61h Edition (2017),prepared by Al Farooq Corporation, dated 11/13/17, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTME-1300-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). i t orge M.Plasencia,P.E. Prod t Control Unit Supervisor NOA No 17-1226.05 Expiration Date:August 08,2023 $ Approval Date: February 22,2018 E-2 i i CGI Windows &Doors,Inc. NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America.,Inc. for their"Sentry Glas®(Clear and White)Interlayer", expiring on 07/04/23. 2. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company(MA)for their "Safleg Clear& Color glass Interlayers", expiring on 05/21/21. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company(MA)for their "Safleg CP-Safleg& Safleg BEP Composite Glass Interlayers w/PET Core", expiring on 12/11/18. 4. Notice of Acceptance No. 17-1114.14 issued to Kuraray America., Inc. for their"Trosifol® Ultraclear,Clear, and Color PVB Glass Interlayers", expiring on 07/08/19. i i F. STATEMENTS 1. Statement letter of conformance to FBC 61h Edition(2017) and of no financial interest prepared by Al Farooq Corporation, dated 11/13/17, signed and sealed by Javad Ahmad,P.E. i G. OTHER 1. This NOA revises NOA#14-1015.04, expiring on 08/08/18. 2. Test proposal#16-0947, dated 07/26/16, approved by RER. o 's t t 1 orge TNI.Plasencia,P.E. Prod ct Control Unit Supervisor NOA No 17-1226.05 Expiration Date:August 08,2023 Approval Date: February 22,2018 E-3 I I 3/16'ANN.GLASS 3/16'HEAT STREN'D GLASS ro 1 Z m n 3 q J .075'SaOex CP With PET Core 075'SoOez CP With PET Core Q� q n zd By'Eastman Chemical Co.' By'Eastman Chemical Co.' w 1 .090'Sa6ex Clear And Color Gloss .090'Saflex Clear And Calor Glass Q y yr n 3: INTERLAYERS By'Eastman Chemical Co.' INT�AYE125 By'Eastman Chemical Co.' O 0 v ago'SentryGI.. .090•SentryGlas ILN By'Kuraray America,Inc.' By'Kuraray America, Inc.' .090'Trosifol PVB .090'Trosifol PVB Q bi 91 n By'Kuraray America, Inc: By'Kuraray America,Inc.' 3/16"ANN.GLASS 3/16'HEAT STREWD GLASS a Q 6 0 0 sUCONE SILICONE Q mT DOWSIL 995 DOWSIL 995 C=O N OOWSIL 899 - DOWSIL 099 GE—1200 GE-1200 Z H n n z Wd�i�F ci ca 53 AT 1/4 POINTS 53 AT 1/4 POINTS C GLASS TYPE 'A' GLASS TYPE 'B' 3 O 0 7/16'OVERALL LAM.GLASS n 7/16'OVERALL LAM.GLASS a1 N m $ O NMi d v� GLAZING OPTIONS z� SERIES SENTINEL 160 3 C) ALUMINUM OUTSWING DOOR W/ SIDELITES 11 o APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS C) WITH OR WITHOUT SIDELTTES. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. DOORS WITH STANDARD THRESHOLD APPROVED FOR INSTALLATIONS PRODUCT REVISED WHERE WATER INFILTRATION RESISTANCE IS REQUIRED- as cam tying with the Florida N DOORS WITH SADDLE (ADA)THRESHOLD NOT APPROVED FOR WATER Building Code 3 05 c 17-1226. INFILTRATION RESISTANCE NOA-No. 0 B B Expiration Date 08/08/2023 0 t5 6 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017(6TH EDITION) FLORIDA BUILDING CODE Byo c z O INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). Miam- a Product Control 113Y OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS •• h�_ TO THE BUILDING STRUCTURE DOORS/SIDEUTES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. o o g ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS INSTRUCTIONS: SHUTTERS ARE NOT REQUIRED. o o AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE W MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE CHARTS AS FOLLOWS. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ```�71111ItI rrrAAA' ,.' S7Ep 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED � •�,q ALL SHIMS TO BE HIGH IMPACT, NON AND NON—COMPRESSIBLE. ON WIND VELOCTIY,BLDG.HEIGHT,WIND ZONE USING APPLICABLE ASCE 7 STANDARD. VSF•'"'�� �' r MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT FEB 15 1�J$ o COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE STEP 2 SEE SINGLE ix)AND DOUBLE(XX)DOOR CAPACITIES SHEET { 0592REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE&ADOPTED STANDARDS. -�• }Y '— E t THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION STEP 3 FOR SIDDITE PANEL(0) CAPACITY SET:SHEET 3. FOR A SITE SPECIFIC PROJECT,i.e. LIFE SAFETY OF THIS PRODUCT,ADEQUACY SlEp FOR SIDEUTE COMBINATION WITH DOOR OF STRUCTURE RECEIVING THIS PRODUCT AND SEAUNG AROUND OPENING FOR — SEE MULLION CAPACITY CHART ON SHEET 4. A OF (y� drawing no. WATER INFILTRATION RESISTANCE ETC. F[ �;•'G�`� AND DOBE NOT SHOWN IN REVIEWED BY THIS DRAWING OFFICIAL.E TO BE ANALYZED SEPARATELY, STEP 5 THE LOWEEST APPLY RESULTING ENTIRFROM�S 2.3 Arrirllll1111� sheet of 73 U n1 rom 3 i H m 0ON4� U H - gD� o6npp C $ut m 'x1% paoos °-3tjE � m 3/16"TEMPERED GLASS 3/16'TEMPERED GLASS Q W y o 3/16-TEMPERED GLASS li'Z O g "S 3/8'AIR SPACE 3/8"AIR SPACE 3/8'AIR SPACE ..1 t5 m 9.0 a�am€ 3/16"ANNEALED GLASS 3/16'ANNEALED GLASS 3/16'ANNEALED GLASS C .090"SenhyGlas 090'Inted er .075'Interlayer % Saflex CP With PET Core INTERLAYER.S-F 8y Kuraray America,Inc.' Saflex Gear Md Color Glass .090 Trasifol PVB C m By'Eastman Chemical Co.' By'Eastman Chemical Co.' d By'Kuroray America,Inc.' m F3/16'HEAT STREN'D GLASS 3/16'HEAT STREN'D GLASS 3/16'HEAT STREMD GLASS c L o SiUCONE SILICONE SILICONE �'' 0 w OOWSIL 995 DOWSIL 995 DOWSIL 995 DOWSIL 899 DOWSIL 899DOWSIL 899 -°N v_ GE-1200 GE-1200 GE-1200 C yr i zLr a O 2 N o GG55ii � \ 38 .. \ � y 38 li I! \ h I II O 3 n \ - c� 12 II li 12 \ d L in 72 III XL EDGE SPACER ... f gL EDGE SPACER .., XL EDGE SPACER E C Z » _ STT.STEEL BY'CARDINAL' t I. I oR STEEL BY'CARDINAL' S - i STT.STEEL BY'CARDINAL' o v o_ RASEAL BY'QUANEX' o ` DURASEAL BY'QUANEX' o ` OURASEAL BY'QLIANEX' DTTT :R SUPER SPACER BY'QUANEX' \\ // SOREX PER SPACER BY'QUANEW g \\ SUPER SPACER BY'QUAN ' \ / OR KODISPACE 4SG TPS BY'KOMMERLNJG' / KODISPACE 4SG TPS BY'KOMMERLING O / KODISPACE 4SG TPS BY'KOMMERUNG' S3 AT 1/4 POINTS 53 AT 1/4 POINTS 53 AT 1/4 POINTS o GLASS TYPE 'Cl' GLASS TYPE 'C2' GLASS TYPE 'C3' c o 1'OVERALL INSUL LAM.GLASS 1'OVERALL INSUL LAM.GLASS 1'OVERALL INSUL IAM.GLASS 2 Z s PRODUCT REVISED g as complying with the Florida + 8ullding Code m NOA-No. 17-1226.05 GLAZING OPTIONS Expiration Date 08108/2023 By MIa -Da roduct Contra c Lt111111f If/r7j O ` FEB I 3 2018 ' '�:•• GIJtyF'•;'Cl', � � i o.70592 ' a S OF W13-01 ,''r//##III�j111�V``` sheat 1.1 of 13 HEAD ANCHORS QUANTITY AT STILE ENDS ANCHOR TYPE a o SHIM 'A' '8' C. 42' 2 ANCHORS 81 1/2' 3/8' 6 6 6 O F J DOOR FRAME YAM TYPE 'A', 'B'OR'C' DOOR FRAME WIDTH 6'MAX. 3" AT STILE ENDS HEAD/SILL 3'6'MAX 6' 3' SEE CHART FOR QUANTITY 1/2 7 7 Q£ S 0O IF O INGES HHILL EAD/SHINGES CORNERS E HINGES 0 ° SENOTE CORNERS /{ SEE NOTE A - _� SEE NOTE A d N D BELOWL BELOW i BELOW O W puTH u \ ii 0'�°�m ° ii �/ i / e � �� O�oo 0yV�1g �L.� 1 / 1 _�1L__ BOLT /y {t,z 1°=° DET 6 SEE ISHkj 11 C /// "'1 ZZama E iy{ /Y G3 1 �' • a 3 POINT LOCK 1 a rs /r s r 0 o /I1y____ SEE SHEEP 10 tl 1n W Y n J -j171_ tl • W m J O ___ Ippl l • W J < J C n O � 1 iz LLI� C N 11 \ / tl J ACTIVE - ACTIVE NAC VE Fz 3 oL J 1 y I mgael �0�� saa T�t v0 28 1/4" 281/4' 28 1/4' O D.L oac. 2 ANCHORS D.L.OPG. D.L.OPG. SINGLE OR DOUBLE DOORS TYPE'B' 4 ANCHORS SURFACE APPLIED AT STILE ENDS TYPE'B' FALSE MUNDNS WITH SADDLE (ADA) SILL AT STILE ENDS MAY BE USED TYPICAL ELEVATION `o g TICAL ELEVATION HINGES: -W W ( X ) ( XX ) 4-X 4-1/2'BUTT HINGES 6 DOOR OP'T'IONS TOP AND BOTTOM HINGES AT 6-7/8'FROM EACH END i INTERMEDIATE HINGES EQUALLY SPACED SINGLE(X)OR DOUBLE(XX)DOORS LOAD CAPACITY-t PSF LOCK SETS: (3) HINGES PER LEAF UPTO 35'LEAF WIDTHS(STD.THRESHOLD ONLY) GLASS TYPES W. 'B','Cl'. 'C2'&'C3' SCH SCHLAGE (4) HINGES PER LEAF ABOVE 35'LEAF WIDTHS(STD.THRESHOLD) FRAME LFAF THRESHOLD TYPES LOCK SETS INSUL GLASS SPACERS CC=COPPER CREEK (4) HINGES PER LEAF ALL WIDTHS(SADDLE THRESHOLD) BLD a BALDWIN o o-o'� WIDTH(X) WIDTH(XX) HEIGHT WIDTH ADA SCH CC BLOW CXL I KOO 37-1/4' 72' 86' 35' 80.0 11 70.0 1 80.0 80.0 1 80.0 80.0 80.0 60.0 CLASS INSULATORS: m a 42' 87-1 2 98 39-3/4'L80.0 A 70.0 1 80.13 80.0 11 70.0 1 70.0 80.0 - CXL-CARDINAL XL KOD -KODISPACE `It1p1111111//jA, O NOTE: DUAN =QUANEX DURASEVL �� AN VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REQUIRED. OUANEX SUPERSPACER )�•'VCENSF'••,® ��� �' ' 4 NOTE: FEB 15 2018 o FLUSH BOLTS AND LOCKS MUST BE os PRODUCT REVISED No 0592 - f' coying with the Florldo = ENGAGED TO HEAD AND SILL DURING Buildim lng Code NOTE: PERIODS OF HURRICANE WARNING. NOA-No. 17-1226.05 % O GLASS CAPACITIES ON THIS SHEET ARE DOOR O.L.O. DIMS. BASED ON ASTM E1300-09 (3 SEC. GUSTS) D.L.O. HEIGHT = FRAME HEIGHT - 12.875" ExplraHdrawing no. on nate 08/08/2023 •. O•; ��� AND FLORIDA BUILDING COMMISSION D.L.O. WIDTH (X DOORS = FRAME WIDTH - 13.75" ��i $ ���� W13-01 DECLARATORY STATEMENT DCA05-DEC-219 D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 25)/2 Miam-D ro uc Contra '���s�®�jIjL1%%" sheet 2 of 13 43 1/8' 165 1/2-MAX. SIDELITE WIDTH 42• 81 1/2' 42." I SIDELITE WIDTH DOOR FRAME WIDTH SIDELITE WIDTH SEE CHART FOR QUANTITY m^m 3 6"MAX. HEAD ANCHORS QUANTITY HEAD/SILL F• 3' 8' 3' AT SRLE&MUWON ENDS 0 q CORNERS 6"MAX. ANCHOR TYPE .SI� a CORNERS F A X1•-1 -- SHIN •A' 'B• •C, ¢o cp'i o o I 3/8• 6 6 8 �fSu / 8 1 1/2' 7 7 - OIL �yNLL m _==---rr---- O a�m FWBot rII 0: 110 ODAIL N a SEE S40 11 i %o is c4 // 3 DINT LOCK p '� m y 11i FASTENERS SAME LOCATIONS 0 e' s o ��• SEE Sb�Ef 10 1 =------ .o \ if✓ AS ANCHORS SHOWN ON w n J1 -._rt-- ==R=- SHEET 2 ev fig(m m m o // ii a it U n II OL-j no \\ C N 3 N n G m ACME _ INACTIVE _ _ 00 M n 371/8' 42t D.L OPC. 28 1/4' 37 1/8" m UTYPICAL EI ENATION DL OPGDL OPG. D.L OPG.O RS SURFACE APPLIED FALSE MUNTINS SIDEME LOAD CAPACITY-PSF TYPICAL ELEVATMAY BE USED OR STAND ALONE STATIONARY PANEL(0) AT SOLE AND GLASS TYPES G1A55 TYPE GLASS TPE ( OXXO ) MUWON ENDS FRAME 'A' 'B'• 'C1. _ C2 WIDTH I HEIGHT I EXT.+) I INT-(-) I EXL(+) I INT.(-) I EXT.(+) INT-(-) SIDELITE OPTIONS o W 30• 80.0 80.0 80.0 60.0 80.0 80.0 NOTE dpi 33• 80.0 80.0 80.0 80.0 80.0 80.0 THE FRAME AREA OF ALTERNATE SIZE MUST NOT 3fi° 84' B0.0 80.0 80.0 80.0 80.0 80.0 EXCEED TESTED FRAME AREA= 110.3 SQ. FT, v$¢ $ 37-1/8" 80.0 80.0 80.0 60.0 80.0 80.0 CI ASS INSULATOR LIMRATIONS FOR SIDEI ITES 39• 8o 0 80.0 80.0 80.0 80.0 80.0 WIDER THAN 37-1/8"ONLY, o n m 90•& 96"HEIGHTS 42' 80.0 80.0 60.0 80.0 80.0 �•0 FOR GLASS TYPES'C2' & 'C3' 35• 80.0 80.0 80.0 80.0 80.0 80.0 QUANEX DURASEAL&SUPERSPACER NOT ALLOWED >c S$ S 33" B0.0 80.0 80.0 80.0 80.0 80.0 FOR GLASS TYPE'C3' u u 36" 90' 80.0 80.0 80.0 80.0 80.0 80.0 CARDINAL XL(LIMIT MAX. LOADS TO*70.0 PSF) ```7111111111/I/''' 37-1/8- 80.0 80.0 80.0 80.0 80.0 80.0 39 80.0 80.0 60.0 B0.0 00.0 80.0 FEB 1 5 2019 GENyF'•;'V''� 42• - - 70.0 75.0 80.0 e0.0 PRODUCT REVISED :.�(4�D592 30• 80.0 80.0 80.0 00.0 80.0 BO.0 as complying with the Florida 33• 80.0 80.0 60.0 80.0 80.0 80.0 Building Code NOA-No. 17-1226.05 38` 96' 80.0 80.0 00.0 B0,0 B0.0 80.0 SIDELffE D.LO. DIMS. •, 37-1/8' 80.0 80.0 80.0 eo.0 80.0 80.0 D.LO. HEIGHT = FRAME HEIGHT- 12.875° Expiration Date 08108/2023 TE F =•lye` drOwing no. ' -0111 70.0 70.0 80.0 eo.o D.L.O. WIDTH SIDELITE WIDTH - 6° STAND ALONE SIDELITE ONLY a �,'' � 1D��;` 39• D.LO. WIDTH = SIDELITE WIDTH - 4.875 SIDELITE TO DOOR ONLY Y ` 42- _ _ 70.0 7a.o eo.o ao.o Mia -Do ro uct con o �Y/ �� 717` sheet 3 0(13 Iunn1 DESIGN LOAD CAPACITY-PSFr` v DOOR DOOR POOR DOOR DOOR 151MIlE SIDEIM TO DOOR MULLION FRAME SWIDTH 9WIDTHE FRAME 9 WIDTH FRAMEWIDTH SWIDTH FRAME a SIDETSTE LEAF FRAME (SEE NOTE BELOW) WIDTH 1 WIDTH WIDTH M1 WIDTH 1 WIDTH WIDTH Y WIDTH WIDTH A WIDTH WIDTH HEIGHT INCHES INCHES LACHES E tT(+) INT.(-) t / / \ 1,0Z 24 80.0 80.0 / / J \30 80.0 80.0 Ct / H � 33 80.0 80.0 /i% / J i% iy �i\ b / f / //`. / i / oo.U.o p 36 39-3 4 84 80.0 84.0 = / / i 3'7-1 f8 / 80.0 80.0 \ K J \ 39 80.0 80.0 \ \ \ / 0 ! ��y� E 42 80.0 80.0 \ \ \ / 24 80.0 80.0 \ \ \ / O 0 36 500 SOA 33 e0.4 80.0 ox xox)` m s EEE 36 39-3/4 80 SOL 80A IQ g y�+IS 37-1/8 80.0 80.0 O SIDELITE DOOR FRAME SlDEIJTE ODOR FRAME SIDEI.IiE J 39 8010 80.0 WIDTH WIDTH WIDTH WIDTH WIDTH 42 80.0 80.0 24 SOA 80.0 30 80.0 80.0 33 80.0 80.0 H 36 39-3/4 96 78.3 783 E3 37-1/8 77.2 772 w 39 75.4 75.4 \ / \ / O n 42 72.6 726Ll 0 NULLIONO - DOOR SDLE (OxxO) END ANCHORS END ANCHORS tE p po n SEE SHEET 3 SEE SHEET 1 L _ cZ� Q LEAF WIDTH r SIDELTTE WIDTH DOOR FRAME WIDTH P S4NGLE(x)42 MAx. 0 DOUBLE(Xx)e1-1/2-MAX. fu- Wks CT ELITE TO )DODIt v e o 3 NOTE.- GLASS OTE:GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) o NOTE: AND FLORIDA BUILDING COMMISSION FOR DOORS CAPACITY SEE SHEET 2 DECLARATORY STATEMENT DCA05-DEC-219 v e w FOR SIDEUTE CAPACITIES SEE SHEET 3. FOR SiDEUTE MULLION CAPACITY SEE CHART ABOVE t`t1111111/17j7 LOWER VALUES FROM DOORS, SIDELFE, DOOR/SIDEuTE = _ OR DOOR/DOOR MULLION CHART WILL APPLY TO ENTIRE SYSTEM. �•\`}��� ''i� PRODUCT REVISED FEB1p5g2 4 asomplying with the Florida B1 51018 = �• tY`t'- e - Building CCo o 14OA-310. 17.1226.05 Explm6onDate O$101112023 OF ��y � drowing no. ''`° W13-01 MiaI a mduct control i��7j10� 1 11� sheat 4 of 13 EOE,DIST. SEE ANCHORS a SEE ELEVATIONS FOR SPACING n CONCRETE. .." r Z q� 0 a v v�. 4 �'"� G i Nyy� Q Q Uyh /A 39 1 1 1 47 9 g p yt H ( } I I 1 1 O L?M N 5 I I 11 Q aF Y N Q i t I e {L 2 V O L_I 1 Q GzimS it it 1 O 3 C n 1 � i a n ai I g 0 O r v ©Li a� 13 ti O it O=N o w 4 F��4 N M n X 0 j I O� it 11 I' 88oH a s e T i e PRODUCT REVISED ti 1 1 I I I as computing with the Florida a d, 4g i i 1 POURED HARDENED I I I Building o MGH STRENGTH GROUT 4g i 1 I i Yc-5000 PSI MIN, 1 1 I HOA-No. '171226.45NOT BY CGI VANDOW �a��g MUST TRANSFER SHEAR 43 I Expiration Date 08(08/2023 LOADS TO STRUCTURE B 1 I ' 47 I i I BY C d h^•,o ri I I 1 1 4t Lo LOAD 6EARWG uct Coritrat m o g I I I I (SOLID SHIMS Sl I I 1 N o 1 1 1 OPTIONAL TO GROUT) o c c - N 's FEB1 5101 tttili .' '' .• a 'b' �'' v�'• ' TYPICAL ANCHORS fGS92 _ •. a v' TYPICAL ANCHORS �P EDGE DIST. SEE ELEVATIONS `T•T T ;It= y d EDGE DIST. FOR SPACSEE ING NS FOR SPACING drawing v no. j AS DDLE (ADA1 THRESHOT,D D�. � ,` ! SI'AIND A[ZO TRRRSHOLD �� s. C9� W13— 01 APPROVED FOR WATER INFILTRATION RESISTANCE NOT APPROVED FOR WATER INFILTRATION RESISTANCE DOOR DETAILS ',' �T+rli4tt�� shut 5 otT3 LIMIT MAX. DESIGN LOADS TO *70.0 PSF Ail 1BY WOOD BUCK SEE NOTE SHEET 1 2BY WOOD BUCK EDGE DIST. OR WOOD STRUCNRE MEFAL a EONCRl %„a SEE NOTE SHEET 1 STRUCTURE j I MIAMI-DADE COUNTY APPROVED I j Z m M1 3: • EDGE EDGE DIST. II CLIPPED MULLION iI y @ J I j SEE SEPARATE NOA z U z CL N o W N N H Lse1 \ izs o TYPICAL ANCHORS a 0- S - o TYPICAL ANCHORS M rK SEE ELEVATIONS SEE ELEVATIONS p,0 TYPICAL ANCHORS PTMYPIC�ALHORS FOR SPACING FOR SPACING O$ C SEE ELEVATIONS ONS a�j FOR SPACING FOR SPACING �' z G �zM aW�f� 0 S N WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WINDOWS \ c MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. V O�i C 0 Lu TYPICAL ANCHORS' SEE ELEV.FOR SPACING C '� TYPE 'A'- 1114- 0 ' (Fu-177 KSI,FY-155 NSI) MIN = 2-3/4" INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2' MIN. PENETRATION INTO WOOD (HEAD/JAMBS) 3, O�N THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-3/4' MIN. EMBED INTO CONCRETE (HEAD) o .. 1-1/4" MIN. EMBED INTO CONC. OR BLOCKS (JAMBS) U o� O TYPE 'B'- 1/4' DIA ULTRACON BY 'ELCO' (Fu-177 KSI,Fy-155 KSI) MIN. LENGTH = 2-3/4' DIRECTLY INTO CONC. OR BLOCKS 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) S 1-1/4' MIN. EMBED INTO CONIC. OR BLOCKS (JAMBS) PRODUCT REVISED o B b= as complying with the Florida BB Code TYPE 'C'- ,1f4' DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) NOA-No.-No. 17.1226.05 INTO MIAMI-DADE COUNTY APPROVED MULLIONS FxPlrrtlon Data 08/08/2023 °' 4 OR INTO METAL STRUCTURES (HEAD/JAMBS). BY (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS lNWm-Datl roduct Control 'vi r e ALUMINUM: 1/8"THK. MIN. (6063-75 MIN.) ' ~_ °° _° STEEL:* 1/8' THK. MIN. (Fy = 36 KSI MIN.) m ^a (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) u FEB 1 5 2018 TYPICAL EDGE DISTANCE " ^ INTO CONCRETE AND BLOCKS = 2-1/2' MIN. IN70 WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE,= 3/4" MIN. N T0592 - WOOD AT HEAD OR JAMBS SG= 0.55 MN. ? _ CONCRETE AT HEAD, SILL OR JAMBS Vc =3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS fm - 2000 PSI MIN. OF •({/� dr°wl3 1 `•' IOP \�� ANCHORS MAY BE HEX OR FIAT HEAD. W 13-01 DOOR DETAILS On ANCHORS y�1,,,I I I I1tY sheet 6 of 13 3/8"MAX. 1922 O .1/2-MAK jpt O LOAD BEARING LOADAD GEARING �Y SHIM 4t �5 oR t t 24 2 SHIM / 131 SEE NOTE SHELX7 1 Z F °j 3 ACTIVE LEAP' - 0 Z q sq a a TYPICAL ANCHORS d —, TYPIOAL ANCHORS 39 SEE FOR SPACING PAC O a N v v SEE ELEV. .--....—.... N y FOR SPACING IL W LL 0 Q CC ei �� 52 i •� • a 5 C� p e= On.. 46 3635 34 7 3 7 33 47 14 2 D.L.OFG. IL 2 H«o METaL EXTERIOR m .:n-T. LEAF VAM N GOOK FRAME WIDTH U J = n tr � O I� a OTt p uutt 1/2"MAX. {�} LOAD BEARING'' 19 22 20 2 25 --....{{ 1/2'MAX. V SHIM ." LOAD REARING O ... ,� 1 24 2 SHIM rA N n CONCRETE: as 11oR t �+ 3 OR....": -00 3 vt MASQNt7Y• ACTIVE r.FaF' INACTNE LEAF BY WOOD BUC _C 2 TYPICAL ANCHORS 'yI 39 14 D �— W STRU RE O SEE E.. —'-- SE TE FOR SPACEET t ��� 3&3534 7 l'.3 is 3g 1/ 7 33 7 1+ + to 7 it D.L-OPG. TYPICAL ANCHORS Dag w€ SEE ELEV. D.L OPG. FOR SPACING a na 61crc".z'z LEAF MnTH EXTERIOR LEAF WIDTH DOOR FRAME WIDTH > o�'.4 1 PRODUCT REVISED as complying with the Florida FE$1 52019N, 82 Building Code z o NCA-No. 17-1226.05 Expiration CateO 0$/2023 OF drawing no. BY 'iig+'. DP.'S§�� W13-01 Mlauct ControlDOOR DETAILS ��� � \\��\� sheet 7 of ID3 (ititl\ TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 19 25 MATING JANE FASTENERS FOR LOCATIONS L 1 24 2SEE SHEETDOOR JAMB SPACING 2z L. ON F 2&3 .6 a 8 o 8 IL 0 b 1 0[Log 0 PRODUCT REVISED 0: as...Pl E z ging with the Florida .m EXTERIOR 14 4 Building ode ,U) 0 .OA-No. 17-1226.05 as a - - 5 Expiration Date 08/0812023 Q.z 1012 LEAF WIDTH D.L.OPG. 13 121117"Ildilel Control DOOR FRAME WIDTH SIDEUTE WIDTH c II 42'MAX SINGLE(X) 81-1/2-MAX DOUBLE(XX) 0 0 LJ o �a C 1/2'MAX. O F_c" 6 0 LOAD BEARING. LO ia SHIM x a MATING JAMB FASTENERS !ET (2,011 LOCATIONS 0 CONCRETE DOOR JAMB SPACING CONC SHEETS 2&3 OR :, MASONRY V. YI WNW. 41 a -- -- ------- ----------- 39 o 31 31 1 13 EXTERIOR D.L. OPG. LEAF WIDTH TYPICAL ANCHORS SIDEUTIE WIDTH VL:ZA E.WIDTH vi _mi 4 LONGI LE -1/2-MAX.DOUBLE(XX) W; SEE 81 k FOR SPACING FRAME WIDTH ZAPPLY SEALANT 10 BEFORE MATING 7 NcRtrE Nom LIMB SHIM TO METAL STRUCTURE AT JAMBS TO 3/8- drawing no. -TYPICAL ANCHORS W13-0 EDGE DIST. SEE 0"ATIONS SIDEUTE DETAILS FOR SPACING i. I'm PART No. QUANTT77 DESCRIPTION MATERIAL MFG./REMARKS DUMMY U 1 AL-189 AS REOD. FRAME HEAD&SILL 6063-TS KEYMARK/SAPA 1 24 2 AL-190 AS REQD. FRAME JAMB 6083-TC KEYMARK/SAPA 3 AL-196 AS REQD. SIDELRE HEAD&SILL 6063-T6 KDWK/SAPA 31 4 AL-197 AS READ. FREE STANDING SIDELRE JAMB 6063-T6 KEYMARK/SAPA ACTIVE LEAF INACTIVE LEAF Fi, q N 7j 5 AL-198 AS REQD. MATING SIDELUE JAMB 6063-T6 KEYMARK/SARA f Z n 6 AL-193 AS READ. PANEL TOP&BOTTOM 6063-T6 KEYMARK/SAPA I III IIITI 7AL-194 AS READ. PANEL VERTICAL STILE 6063-76 KEYMARK/SAPA 8 AL-199 AS READ. SHEAR BLOCK 6063-T6 KEYMARK/SAPA LLJIO 9 AL-191 AS REQD. FRAME HEAD&SILL SCREW COVER 6083-T5 KEYMARK/SAPA 0 10 AL-192 AS READ. FRAME HEAD&SILL SLANTED SCREW COVER 6063-75 KEYMARK/SAPA e _ Q Q ly e~I 11 AL-121 AS REQD. GLAZING BEAD(7/16'UM.) 6063-T5 KEYMARK/SAPA OPERATION OF DEADBOLT 31 rL-Y a R'. o 12 AL-123 AS RE00. GLA2ING BEAD(1.000°INSUL-LAM.) 6063-T5 KEYMARK/SAPA (WITH KEY FROM THE `T- 0 O .� 13 AL-200 AS REQD. SHEAR PLATE EXTERIOR OR THUMBTURN f7CTERIOR I I 0 AT 6063-i8 KEYMARK/SAPA FROM THE INTERIOR) -1--�~' 1 Q' M O n 14 AL-195 AS REQD. ASTRAGAL 6063-T5 KEYMARK/SARA ACTIVATES THE THREE-POINT L----- - _� Q C; m LOCK MECHANISM LL 2 N_o 15 AL-508 AS RECD. FREE STAND JAMB SCREW COVER 6063-T5 KEYMARK/SAPA REGARDLESS OF LOCK SET 16 AL-540 AS REQD. SADDLE THRESHOLD(ADA COMPLIANIT) 6063-T6 KEYM46RK/SAPA OPTION INSTALLED_ 17 HD-4503PL AS READ. THREE POINT LOCK ASSY.(AT ACTIVE PANEL USED BY ALL OPTIONS) METAL CGI PROPRIETARY SECTION AT DEADBOLT LOCK Q w�' 18 HD-1204 AS READ. FLUSHBOLT ASSEMBLY(AT INACTIVE PANEL,USED BY ALL OPTIONS) ALLOY,STEEL CGI PROPRIETARY O 19 HD-5455 PASS AS REQD. LEVER LATCH LOCK,AT ACTIVE PANEL 20 HD-5455 AS READ. DUMMY LEVER,AT INACTIVE PANEL LOCK SET OPTION 1 BRASS BALDWIN 9 O 21 HO-8231 AS REQD. DEADBOLT(THUMBTURN),AT ACTIVE PANEL 19 25 0 23 26 = n N 22 J10 TOR605 AS READ. LEVER LATCH LOCK AT ACTIVE PANEL o n 23 JIG TORS05 AS REQD. DUMMY LEVER.AT INACTIVE PANEL LOCK SET OPTION 2 BRASS SCHLAGE 00 v 24 J060 AS REQD. OEAOBOLT(TFiUMBTURN),AT ACTIVE PANEL w 25 HD-34-10118 AS REQD. LEVER LATCH LOCK,AT ACTIVE PANEL 71 2 26 HD-34-10118 AS REQD. GUMMY LEVER.AT INACDVE PAN0. LOCK SET OPTION 3 BRASS,STEEL COPPER CREEL( ACTIVE IFAF O INPORVE LEAF C N 27 NO 082410 AS REQD. DEADBOLT(THUMBTURN).AT ACTIVE PANEL O~N c 28 HO-537 AS READ. LATCH LOCK STRIKE PLATE S STEEL =__ _ o O N r7 28q - 2/PLATE J8 X 3/4'PHP.FH SNS(STRIKE PLATE ATTACHMENT) S.STEEL - M1 n 29 HD-538 AS READ. DEADBOLT STRIKE PLATE S.STEEL - i Z ,., 29A 2/PLATE ja X 3/4'PHP.FH SMS (STRIKE PLATE ATTACHMENT) S.STEEL - 3 - Y3. O g v 30 HD-536N AS READ. LATCH LOCK STRIKE PLATE SHIM NYLON CGI U O g 31 MD-390P AS REQD. LATCH LOCK&DEADBOLT STRIKE PLATE TRIM NYLON OG) 28 Z U g O 32 HD-STRIKE BOX AS REQD. LATCH LOCK&DEADBOLT PROTECTIVE DUST BOX NYLON CGI EXTERIOR 33 HD-525-9-REV 2/IDCK'MECH. BOLT LOCK ASSEMBLY S-STEEL CGI 33A HD-533C 1/FLUSHBOLT FLUSH BOLT GLADE(TOP&BOTTOM) CAST(ZINC) CGI 34 HD-CH-10B 4/LEAF 4-1/2'x 4'HINGE ALUMINUM CGI PROPRIETARY SECTION AT LEVER LATCH LOCK 35 HD-ABB00-US3213 4/LEAF 4-1/2'x 4'HINGE BRASS PAGER 9 8 36 HD-AB80D-US 4/LEAF 4-1/2'x 4'HINGE S.STEEL PAGER 37 03/8'-16 ROD 2/LEAF 03/8'-16 FULLY THREADED ROD(ZINC PLATED) STEEL - a 38 WS-382V AS REQD. GLAZING BULB(DUROMETER 75/80) PJC PROTOTYPE v 2$e 39 WS-W33321 AS REQD. .187'x 320-ULTRA SOFT FIN WEATHERSTRIP - ULTRAFAB 40 HD-203 2/LEAF SHOOT BOLT PROTECTOR,AT DOOR FRAME HEAD&SILL PVC — SEALANTS: 41 HO-12-10042 AS REQD. .350-REACH POCKET SEAL(FRAME PERIMETER GASKET) - AME58tIRY ALL JOINTS AND FRAME CONNECTIONS SEALED WITH o o 9 42 WS-32011 AS REQD. FOAM-TITE CLOSED CELL FOAM COMPRESSION SEAL - AMESBURY OE SCS2000 SILICONE SEALANT. x 43 HD-CLIP ANGLE 2/EACH 2 x 2 x 1/4'CLIP ANGLE(ADA THRESHOLD TO JAMB ATTACHEMENT) ALUMINUM - 'w a u o u r 44 3/CORNER $10 x 1-1/4'PHP.PH.SMS. (PANEL&FRAME ASSEMBLY) S.STEEL - PRODUCT REVISED O 45 - SEE ELEV. J14 x 3/4'HH.TEK(MULLION ATTACHMENT) S. STEEL - as complying with the Florida AA11111111F1/AAA, n - Building Codo �� ���Y�,9o_i1 46 8/HINGE,4/CUP j'12-24 x 1/2'PHP,fTi.UC.THREAD FORMING S. STEEL - —NDA-Mo. 17-1226.05 `� ®.•• '"48'V.��' •� 47 - 2/EACH g6 x 1/2'PHP.TH.SMS.(ASTRAGAL ATTACHMENT) S.STEEL - y• Nom, Expiration Data 0 812023 p � o 48 _ 1/EACH $10 x 3/4'PHP.PH.SMS. (BOLT LOCK/FLUSHBOLT GUIDE ASSY.) S.STEEL. - FEB 15 Na. 49 03/816 NUT 4/LEAF 03/8'-16 SERRATED-FLANGE NUT(ZINC PLATED) - By a not Control B '- STEEL M1am ro 50 - 2/FLUSHBOLT #8-32 x 1/2'PHP.PH.MS. (FLUSHBOLT ASSEMBLY) S.STEEL - O 51 HD-DOOR SWEEP 1/EACH DOOR SWEEP(O1PTIONAL),SECURED W/#6 x 1/2'PHP.PH.SMS. ALUMINUM SCREEN TECH � drawing na. 52 HD-34-10003 /SCREW HOLE INSTALLATION SCREW HOLE PLUG(AT DOOR FRAME JAMBS ONLY) NYLON - '�ij'� .. A' �� W 13-01 53 2/LITE SETTING BLOCKS EPOM DUROMETER 8015 SHORE A GAJ��O{+} ���� AAFTF 1111tttt sheet 9 of 13 ^ ' MIAMI, FL. 33172 PANEL HEIGHT C - Z O art 4 0 rn z moo a O m O O to Q � .Z 4 12'FROM FACH END(TV?) 1/2• ...—_ .. .. 8....—.....—...—..., A� �9Q I =rp In y O Qy 2y O� � om ~ Z tt N79 HS' C= o o g CS 0 0 ,`` tnurrrrrrr` b,o .` f'i a p°�wo °C F^. y 9 a » m :o s 'a aat« D1 arta revs ons: SEMFS SDMNEL 16 A[U61 pili5i41NC ppOR(LM.{/SALI) ALrFAROOQ CORPORATION {L E no a e escnp n ^� 6�ia s/e m r c D5— ND CHANGE THIS sHEET CGI Windows and Doors, 1110. ENGINEERS&PRODUCT DEVELOPMENT ('I r'n D 0.5.15 ND CHANGE TWS 9iEEf 9360 SUNSET DRIVE,SUM 220 ) �'• TARI4 E !!.76.17 GENEAN.REMSION 10100 hi.W. 25TH STREET MIAMI,FLORIDA 332?3 (C.A.N.3538) /rt $ �n r 0x!3.18 H0 CHkHDE nos sHEEr MIAMI, FL 33172 TFL(305)2644UDO EAXc346)24"976 �r LES_{305)593-6590 FAX{345)593-6692 CO.I ANl W13-01CGI �^- 1.788 [s I .062 1.625 .750 Z n P 3 1.590 .080 d k .10D iii 1.587 4.495 a G o 5.500 0N`�"� v O FRAME COVER O C1 O DOOR FRAME HEAD/SILL 3925 7.587 C,O 999 2.456 I NW E 1.410 f� 0 uui1 g 7.625 062 Q�N 1.625 O TOP & BOTTOM FAIL 7J °m s aW A 2 0 5.500 to SILL.COVER Deo ? 6.438 .075 j t) J C M N 465 �^- 7•� 1.440 S i 0 t p w .075 1.X63 4.495 r LL a C O S N o 1.755 OO HINGE & LOCK STILE $ 3 NM i'1 n SISIDELITE TOP & BOTTOM FRAME 15 SIDELITE JAMB COVER O R- 3 0 � -n .326 UO¢� .135 .125 ,.q.-I 185 L--:1,245 625 .500 .605 15 4.000 1.060 $O C O 13 c 14 PRODUCT REVISED ASTRAGAL ADAPTER SHEAR BLOCK SHEAR BLOCK PLATE i6 SADDLE THRESHOLD as cum It'll with tho Florida c 6 B Building Cod. u` 1.810 �'I 675 NOA-No. 17-1226.05 v?� IIS 3.005 1 061 I Expiration Data 08/08/2023 1.,25 2.000 n - .995 .050 MIa Da roduct CoMr.l �o c� .120 7.462 090 500 .310 I `c a c w I 1.164 F-- .060 J� •080 a.DDo 4.000 .075 .120 4.OD0 GLASS STOP (LAM. GLASS) FES 1 5 2019 ,` �`!�'®'� % �r i .500 .125 .070jr 505 -y .120 - N 82 2.368 1.465 1.4165 I _ _ .420 1.225 200 .870 ��o AOF =•(V�� drawing no. Otz DOOR FRAME JAMB SIDELITE FRAME JAMB SIDELITE MATING JAMB GLASS STOP (INSUL. LAM. GLASS) 1\� \\ sheet 12 of T3 • m �NlZommy Om TN PGG Rm O Z Z NONNN p 0 ,, to TT 1 t W 'T! W t0 ® tm xmmy • \ \ T itt/t mW ro Oao� Y. :9 Qi p ni: tT t0 N o AO m „J 1 y,,, m rA��/IT�It1t��\ ' a euro: 01_03-73 revislans: y�FS SWM 160 ALUM OtRS c ODOR(LILL/&i no 0 l) AL-FAROOQ CORPORATION m O e escro Ion •' -"� £ acota:y�g•.1' C OS 4js NO CKWGE THIS SHEET ��1 WjndOWS and Doors, Inc. ENGINEER'S&PRODUCT DEVELOPMENT W lo' o O6.Os.15 NO CHANGE SHEET 9380 SUNSET DRIVE,SUITE 220 �•6Y: TARip E 17.16.17 GENERAL RFASION 10100 N.W, 25TH STREET MIAMI,FLORIDA 33173 (C.A.N. 3538) /a -• O O F 02.13.1tl NO CNJIICE 1H6 SHEET MIAMt, EL. 33172 TELt3o6729M1S1oo FAX.{3ti5)262Ki973 1r l.+ ..+ S7: TD..(305)593-6590 FAX.(305)593-6592 CDMA-qNL WT3^O1CG1 7' _ [r02 ry . JAN 200 MIAMI•DADE n--DARE COUNTY,FLORIDA ST. Lucie County, Permitting RODUCT CONTROL SECTION o gna 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 OA www.miamidade.Qov/economy CGI Windows&Doors,Inc. 10100 NW 25 Street Miami,Fl.33172 COPE: 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(Tn Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"Sentinel 120"Aluminum Horizontal Sliding Window--L.M.I. APPROVAL DOCUMENT: Drawing No. W10-18, titled "Series Sentinel 120 Alum. Horiz. Sliding Wdw. (L.M.I./ S.M.I.)", sheets 1, 1.1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated 03/29/10 with revision"H" dated 09/05/17, 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. AIISSILE 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, series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami.-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 15-•0929.13 and consists of this page 1 and evidence pages E-1,E-2,E-3 and E-4,as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M.Plasencia,P.E. NOA No. 17-0918.09 &MIAMI2)LIExpiration Date: September 22,2020 Iv`Zr-111 Approval Date: November 02,2017 Page 1 CGI Windows &Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED 1. EVIDENCE SUBNHTTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No.'s 10-0510.12 and 15-0512.05) 2. Drawing No. W10-18, titled"Series Sentinel 120 Alum Horiz. Sliding Wdw. (L.M.I./ S.M.I.)", sheets 1, 1.1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated 03/29/10 with revision "G" dated 05/02/16, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC,TAS 201-94 2) Uniform.Static Air Pressure Test, Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test,per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading,per FBC, TAS 203-94 6) Forced Entry Test,FBC 2411 3.2.1, TAS 202-94 along with marked-up drawings and installation diagram of a series Sentinel 120 aluminum horizontal sliding window, prepared by Certified Test Laboratories, Test Report No. CTLA-3062W, dated 07/07/15, signed and sealed by Ramesh C. Patel, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test,Loading per FBC TAS 202--94 2) Large Missile Impact Test,per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading,per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15,signed and sealed by Ramesh C. Patel,P.E. (Submitted under previous NOA No. 15-0512.05) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test,per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading,per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a series project out window, to qualify DuPont"Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C.Patel,P.E. (Submitted under previous NOA No. 15-0512.05) ./forge 1VL Plasencia,P.E. Prod ct Control Unit Supervisor NOA No.17-0918.09 Expiration Date: September 22,2020 Approval Date: November 02,2017 E-1 CGI Windows & Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2) Large Missile Impact Test,per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading,per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series aluminum fixed window,to qualify DuPont"Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15,signed and sealed by Ramesh C.Patel,P.E. (Submitted under previous NDA No. 15-0512.05) 5. Test reports on: 1)Air Infiltration Test,per FBC, TAS 201-94 2) Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Small Missile Impact Test,per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading,per FBC,TAS 203-94 6) Forced Entry Test, FBC 24113.2.1, TAS 202-94 along with marked-up drawings and installation diagram of a series "Sentinel" aluminum horizontal sliding window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0102-10, dated 06/04/10, signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA No. 10-0510.12) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5t° Edition (2014), prepared by Al-Farooq Corporation, dated 09/17/15 revised on 05/11/16 , signed and sealed by Javad Ahmad,P. E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Butacite®PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlas®(Clear and White) Glass Interlayers" dated 06/25/15,expiring on 07/04/18. ge M.Plasencia,P.E. Produ Control Unit Supervisor NOA No.17-0918.09 Expiration Date: September 22,2020 Approval Date: November 02,2017 E-2 CGI Windows & Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS(CONTIM7ED) 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company(MA) for their"Saflex CP-Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 0619/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, of complying with FBC 51h Edition(2014)and of no financial interest, dated 08/17/15, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P. E. 2. Laboratory compliance letters for Test Report No. CTLA 3062W, dated 07/07/15, issued by Certified Test Laboratories, signed and sealed by Ramesh C.Patel, P.E. 3. Testing Proposal issued by the Product Control Section, dated 04/08/15, signed by Jaime Gascon,P. E., Section Supervisor. 4. Laboratory compliance letters for Test Reports No.'s CTLA-3056 WA, dated 03/03/15, CTLA-3056 WB, dated 03/03/15 and CTLA-3056 WC, dated 04/16/15, all issued by Certified Test Laboratories, all signed and sealed by Ramesh C.Patel,P. E. (Submitted under previous NOA No. 15-0512.05) 5. Testing Proposal issued by the Product Control Section, dated 12/16/14, signed by Jaime Gascon,P. E., Section Supervisor. (Submitted under previous NOA No. 15-0512.05) 6. Laboratory compliance letters for Test Report No. HTL-0080-0102_-10, issued by Hurricane Test Laboratory, LLC, dated 06/04/10, signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA No. 10-0510.12) G. OTHERS 1. Notice of Acceptance No. 15-0512.05, issued to CGI Windows & Doors for their Series "Sentinel 120" Aluminum Horizontal Sliding Window - L.M.I., approved on 08/20/15 and expiring on 09/22/20. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W10-18, titled"Series Seiitinel 120 Alum Horiz. Sliding Wdw. (L.M.I./ S.M.I)", sheets 1, 1.1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated 03/29/10 with revision "H" dated 09/05/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. orge M.Plasencia,P. E. Pr net Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22,2020 Approval Date: November 02,2017 E-3 CGI Windows&Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory'and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc.for their "Trosifol®Ultraclear, Clear and Color PVB Glass Interlayers"dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlas® (Clear and White)Interlayer"dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their"Saflez CP-Saflex and Saflez HP Composite Glass InterIayers with PET Core"dated 09/07/17,expiring on 12/11/18. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company(MA) for their"Saflez Clear and Color Glass Interlayers"dated 09/07/17, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance to FSC 5th Edition (2014) and FBC 61 Edition (2017), dated 08/30/17, issued by Al Farooq Corporation, signed and sealed by Javad Ahmad,P.E. G. OTHERS 1. This NOA revises NOA 41570929.13,expiring on 09/22/20. orge M.Plasenda,P.F— PrQduct Control Unit Supervisor NOA No.17-0918.09 Expiration Date: September 22,2020 Approval Date: November 02,2017 E-4 TYPICAL ELUATION FLANGE WIDTH BUCK WIDTH 5 3MX. t MAX. 5'(pAX� m HEAD/SILL 5 � m Z q^ i HEAD/SLL 5 `MTG.STILE 7i I MTG.STILE \ $ 0 8 °j t e $ Q A �to � IL 6 II 6 11 B E7 �i F fi F O J4. s if cy a ti/ ,f' () IR -4 a Q �iL I to m ie B t D ii N II 7 N ! O u FALSE MUNnNS {SURFACE APPLIm 32 7 8" 32 7 B' AOC ANCHOR REOD. FALSE MU-NS ADbL ANCHOR REQO. / / AT CENTER OF ALL PANELS (SURFACE APPLIED) 32 7/8' 32 7/8" ff OPDONAL ML OPG. D.L. OPG. FlXED AT OPERAffiEOF ALL PANELS O D.L OPG. DJ_OPG. FIXED OR OPERABLE OPTIONAL O C� 36 3/8^ ABOVE 30'PANEL MOTHS ABOVE 30°PANEL WIDTHS In W AT HFADJS(LI. 36 3f8' AT HEAD/SILL VENT WIDTH VENT WIDTH C rn FLANGE 8c FLANGE ADAPTOR FRAME EQUAL LEG FRAML m N N gM I 110° 3 BUCK WIDTH SERIES SENTINEL 120 o 5 tjY 13 5/16" o ALUMINUM HORIZONTAL SLIDING I9INDOW is d MAX. S°MAX MAX. 0 p R HEAD/SLl •�{ Typ HEAD/SILL g DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. $ PRODUCT REVISED ua as eamplyIng With the F/odda APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS Boitding Codo OF H.R./H.R.OR HORIZONTAL ROLLING WITH OTHER MIAMI-DADE COUNTY NDA-No. 17.0918.09 APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS Expiration no 09/22/2020 n o u a IN BETWEEN. o` o E2 e it s LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL By W W WILL APPLY TO ENTIRE SYSTEM, AAloml a Product Gontro g i ~.s ci .. r - -.�' // THIS PRCOUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE m$g g • p p .'1„a _ ,� '/ REQUIREMENT'S OF THE 2014(5TH EDITION)/2017{6TH EDITION) FLORIDA LAMINATED GLASS BUILDING CODE WOWDINO HIGH VELOCITY,HURRICANE ZONE(HVHZ). m x o ii 1 B OR zBY WOOD eucxs INSULATING LAM. GLASS DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS LARGE MISSILE IMPACT -----Tt---"- `-- TO THE BUILDING STRUCTURE w SMALL MISSILE IMPACT II I, rn ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON Dt7A1LS 11 r AND INSTALLED PER MANUF'S INSTRUCTIONS.SPECIFIED EMBEDMENT TO BASE y:_!' u,'J yt1111 IT 92 t II ALO�AdLSHALL BE 13EYOND WRATION INCREASE 5 WALL NSING OR STUCCGDESIGN OF ANCHORS INTO WOOD ONLY. �� X'ey6�tty�A�!'!✓,d�r/i ^� Svl�;....... '4d .`UOSF••. rr Fi � All.SHIMS TO BE HIGH IMPACT,NON-METAWC AND NON-COMPRESSIBLE. J � MATERIALS INCLUDING BUT NOT UMITW TO STEEL/METAL SCREWS,THAT 7 FALSE MUNTINB COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SWILL MEET THE (SURFACE APPLIED) 32 7/8' 32 7/8" REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE&ADOPTED STANDARDS, OPTIONAL O.L OPG. D.L OPG. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION 38 3 8' FOR A SITE SPECIFIC PROJECT,Le.LIFE SAFETY OF THIS PRODUCT.ADEQUACY r OF �ly'+� drawing no. / OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR c�w VENT WIDTH WATER INFILTRATION RESISTANCE ETC, 'rig/�S... D�: �°` WI t3-1 s FIN FRAME CONDITIONSNOT NREMEW OWNBI IN DRAWING E TO BE ANALYZED,SEPARATELY,ICIAL //r IONALry`I +j 1111 yt+ sheat 1 of f 1 FYPICAL ELEVATION 11 t• t t o' g FLANGE WIDTH FLANGE WIDTH 6' S 1/2' �Y o MAX HEAD/SILL 5'MAX' HE'AD/SILL 5'MAX. �m� Z m w m h 3 TYP. TYP. H Z e J 5 5 Z--M7TG ,STILE 0 $d ^MTG.STILE 0 m a 6 ory`e8 M TO. Q E li F II it F E7 II F 11 II F 0 U I N a 6 I 6 II II 6 6 II 6 II II e 0 02N C'0' rE r II // %r 0aO< p a If ii r it r • x = n J ii /. ii �1/ 0 0 b E m 1 J 11 ,I I N J 11 II C {yy5��Z ri m in O ((( II N N p II II �I a W •GI n II n n Wz — II II II II II N QwmSgd m A, s ii i 1 2�� N FALSE MUNONS AOOL.ANCHOR REGO. FALS"c MUNTINS 'o SURFACE PPPLIED 24 1 2'\ 49 5 8' 24 1 2' 49 5 B AT C ANCHOR REQO, g q ( ) / / AT CENTER OF ALL PANELS (SURFACE APPLIED) I / AT CENTER OF ALL PANELS OPTIONAL D.L. OPG. D.L OPG. --FIXED OR OPERABLE OPTIONAL D.L.OPG, D.L OPG. FD ED OR OPERABLE 0 n ABOVE 30'PANEL WIDTHS ABOVE 30'PANEL WIDTHS Li 28' AT HEAD/SILL 28• AT HEAD/SILL VENT WIDTH VENTWIDTH Wo C FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME _ 0 n v°3 110" z�L BUCK WIDTH p o 5 1/2' 13 5/16' !R—C MAXe HTYPQv EAD/SILL 5 HEAD/SILL mw B2 ` _MTG.STILE Ua ?I \ N i II II 11 C 11 I I E2 II F II II F 0. If m S n II II ii 1O Y m N J I II II <v� �)1�� .• m O nw � � i I J 2 o •> u 11 II rn �c B2 II II 79 ��$d ``1111111 Le�.1IAAAl o PRODUCT REVISED 705 as complying with tho Florida � _d FALSE MUNONS Bullding Code (SURFACE Amo 24 1/2- 49 5/8• NOA-No. 17.0976.09 = •(QyC� ti 5 D.L OPG, D.L. OPG. Expiration Date 9/22/2020 OF (y`� drawing no. VENT WIDTH BY '//i'C�1'• �I'''�g� \ W10-18 FIN FRAME Mlam a roductControl /:S��AIAA ��V1 �A/tllllll1111 sheet hof t 1 i U U • DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF PRODUCT REVISED (XO OR OX SIZES) (XO OR OX SIZES) ttl SM.MTG.RAD. H.D.MTG.RAD, STD.MTG.RAM H.D.HTC,RAD. H3),MTG.RAa aNOAI. -Nos comp)ying with the Florid®, o A-Ne.Code 17-0918.09 Z GLSS MRS Guns TYPES GL9S TYPES GLSS TYPO GLSS TYPES FLANGE MS. BUCK DIMS. TWAI','8'kTR' '8'&'Bl' FLANGE DIMS. BUCK DIMS. 'A'k'AS','B'k'B1' 'p'k'Bi' 'C'k'Cl' Explratlon Data 09122/2020 C WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) DCT.(+) INT.(-) WIDTH HEIGHT MOTH HEIGHT EXT•(+) INT.(-) EXT.(+) IFR.(-) EKT.(+) INT.(-) 13Y Q 26-1/2' 25-1/2' 65.0 65.0 80.0 90.0 55-3/4• 54-3/4' 65.0 65.0 Bolo 90.0 65.0 65.0 Mlam-Da roduct Control aOn 37' 36' 65.0 65.0 80.0 9D.0 8-15/16 26' 7-15/16 25' 65.0 85.0 80,0 90.0 65.0 65.0 fl-s 53-1/8" 28 52-1/8" 25• 85.0 85.0 80.0 90.0 83-1/2° 82-1/2' 65.0 65.0 80.0 90.0 65.0 65.0 O ya• 74' 1 7.3' 1 65.0 65.0 80,D SOL 55-3/4' 54-3/4' 65.0 65.0 1 80.0. 90.0 65.0 65.0 26-1/2' 25-1/2' 65.0 65.0 80.0 90.0 8-15/18 38-3/8' 7-15/16 37-3/8' 65.0 65.0 80.0 50.0 65.0 65.0 (�p�iT ter11 37' 36' 65.0 65.0 80,0 90.0 83-1/2° 82-1/2' -ii'.0 65.0 80.0 90.0 85.0 65.0 a C-m O J8-J/8' 37-3/8' 1 0 Im 53-1/8' 52-1/8' 65.0 65.0 80.0 90.0 55-3/4' 54-3/4' 65.0 85.0 80.0 60.0 65.0 65.0 C 74' 73' 65.0 65,0 80.0 90.0 6-15/18 50-5/8' -15/16 49-5/8" - - - - A. .5. tto0 9 26-1/2' 25-1/2' 65.0 65.0 BO.0 90.0 83-1/2' 82-1/2' - - - - 37' 36' 65.0 65.0 80.0 90.0 55-3/4' 54-3/4' 65.0 65.0 110.0 80.0 O t E7 50-5/8" 49-5/B' J a 09 53-1/B° 52-1/8' 65,0 65.0 80.0 90.0 8-15/16 63• 7-15/18 82' - - - - w m74° 73' 65.0 65,0 80,0 90.0 83-1/2' 82-1/2" - - - O 26-1/2• 25-1/2' Bs.0 65.0 80.0 90.0 --FF 37' 113' 36. 62" 85.0 65.0 80.0 90.0 m SJ-1/8' S2-1/B' 65,0 65.0 60.0 90.0 C m 74' 73' 60.2 60.2 (I/Ro (2/3W) v) O 00 n ID (1/2W) (1/21N) G OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH O N C-4 a 0)N 'XO OR OX' 300 3 M N OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH 3 0 XO OR OX' v o 0 V TYP. BUCK DIMS 14'TTP. BUCK DIMS BUCK DIMS B . �w e FLANGE FRAME FOUAL LEO FRAME FLANGE ADAPTOR FRAME ` FLANGE DIMS _I FLANGE DBMS P FLANGE & FLANGE ADAPTOR FRAME � � oeoU5 EQUAL LEG FRAME $ g dow� ES ®1 A°U''''' 0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE E4 E4ATE OF '• � dfOWlDg 00. BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION �!,�` •, ofl1DA. ���: W Q_ 8 STD, MTG. RAIL: H.D. MTG, RAIL: DECLARATORY STATEMENT DCA05-DEC-219 T T I n 1111 DESIGN LOAD CAPACITY- PSF DESIGN LOAD CAPACITY- PSF PRODUCT REVISED (IIOx SIZES) (XOX SIZES) BuI ding Wing with the Florida o STD.AQG.RAD. B.D.!E.RAIL STD.MTG.RAIL B.D.UTG.RAD, B.D.MTG.RAD. NOA-No. Code 17-0918.09 m m 3 GIAS9 TYPES GL759 TYPES GfAS.9 TYPES GLASS TYPES GLASS TYPES Eiratloa Ot09/22/2020 Z w°n' FLANGE DIMS. BUCK DIMS. 'A'&'Al','B'&'Dapao m 1' 'B'&'BS' FLANGE DIMS. BUCK DIMS. Tk'Al','B'&'Bl' 'B'&'BI' 'C&'CI' °+ WIDTH HEIGHT WIDTH HEIGHT EM.(+) INT.(-) EM.(+) INT.(-) WIDTH HEIGHT WIDTH HEIGHT EM.(+) INT.(-) EM.(+) INT.(-) EM.(+) IN(.(-) BY 2 L N Mlam a ro uet Can e. y 74" 73" 65.0 65.0 80,0 90.0 74' 73' 65.0 65,0 80.0 90.0 65.0 65.0 g O y c 106-1/4' 26" 105-1/4" 25' 65.0 65,0 80.0 90.0 106-1/4' 28' 105-1/4' 25' 65.0 65,0 80.0 90.0 65.0 65.0 a N �' 111' 110' B5.0 65.0 8040 90.0 111" 110° 65.0 65.0 80.0 9010 65.0 65.0 C 74' 73" 65.0 65.0 80,0 90.0 74' 73' 65.0 65.0 80.0 90.0 65.0 65.0 14 106-1/4" 38-3/8' 105-1/4' 37-3/8' 65.0 65.0 80.0 90.0 106-1/4' 38-3/8" 105-1/4" 37-3/8' 65.0 65.0 80.0 90.0 65.0 65.0 V IS uIm 111' 110' 65.0 65.0 80.0 90.0 111' 110" 65.0 65.0 80.0 90.0 65.0 65.0 a S lr m o 74' 73" 65.0 65.0 80.0 90.0 74" 73" 85.0 65.0 60.0 90.0 65.0 65.0 0� 106-1/4' 50-5/8' 105-1/4' 49-5/8' 65.0 65,0 1 80.0 90.0 106-1/4" 5D-5/8' 105-1/4' 49-5/8' - - - - 65.0 65.0 10 y 111' 110' 65.065.0 80,0 90.0 111' 110' - - - - 65.0 55.0 LL Z S 65 74" 73" .0 65.0 80.0 80.0 74' 73' 65.0 65.0 80.0 90.0 65.0 65.0 106-1/4" 63' 105-1/4' 62" 61.6 61.6 80.0 90.0 106-1/4' 63' 105-1/4" 62' - - - - 65.0 65.0 Q W m E 111' 110' 60.0 60.0 80.0 90.0 111' 110' - - - - 65.0 65.0 U � r � U � C O (I/-3W) (I/3W) (1/3W) �', (1/4W) U/?W) 0/4W o°w a = G(n S D�^o N 3 N� I OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH V 3 M$ 30� XOX' cD p 5 O )i'TYP. BUCK DIMS K'TYR. BUCK DIMS BUCK DIMS I FLANGE FRAME EQUAL LEG FRAME FLANGE ADAPTOR FRAME FLANGE DIMS I FLANGE DIMS FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME ! o m O E5 E2 r ,.����®•,mh+iL4 .•tee ` N.70592 NOTE: GLASS CAPACITIES ON THIS SHEET ARE E4 E4 BASED ON ASTM E1300-09 (3 SEC. GUSTS) OF E(7� Browing no. AND FLORIDA BUILDING COMMISSION �,�75'., 0�.•'�ye�� W1�_�8 j STD. MTG. RAIL: H.D. MTG. RAIL: DECLARATORY STATEMENT DCA05-DEC-219 r,1111Ii1��`` ahefit2,lof 11 DESIGN LOAD CAPACITY-PSF DESIGN LOAD CAPACITY- PSF PRODUCT REVISED (XO OR OX SIZES) (XO OR OX SIZES) e5 compllnnm g with the Florida 0 Building Code STD.MTG.RAD. H.D.MTG.RAIL SCD.UTG.RAIL H.D.MTC.RAM H.D.MTG.RAM NOA-Ho. 17.0918.09 Z 16,-15 CLASS TYPES GLASS TYM GLASS TYPES GLASS TYPES GLASS TYPES » Expiration Data 09/22/2020 Q e�' BUCK DIMS. 'A'd;'AL','B'&TAI' 'B'h'B1' BUCK DIMS. 'A'k'Al','H'k'Bl' 'B'k bl' 'C'h'CI' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EM.(+) INT.(-) EXT.(+) INT,(-) EM.(+) IM.(-) BY Allam a ro uc Contro a S 25-1/2' 65.0 65.0 800 80.0 54-3/4' 65.0 65.0 80.0 80,0 65.0 6" Q.O U 38• 25, 65.0 65.0 80.0 80.0 -15/18 25' 65.0 65.0 80.0 80.0 65.0 65,0 4 +LI @ 52-1/8• 65.0 65.0 60.0 80.0 82-1/2' 65.0 65.0 80.0 80.0 65,0 65.0 09 G 73' 65.0 65.0 80.0 80.0 54-3/4' 65.0 65,0 80.0 60.0 65.0 65.0 Q�j H 61 25-1/2' 65.0 85.0 80.0 80.0 7-13/16 J7-3/8" 65.0 65.0 80.0 60.0 65.0 65.0 30', 65.0 65.0 80.0 80.0 82-1/2' 65.0 fi3.0 80.0 80.0 65.0 65.0 C to 37-3/8. a o 52-18' 65.0 65.0 80.0 80.0 54-3/4' 65.0 65.0 80.0 80.0 85.0 65.0 0 ry 73• 65.0 65.0 800 80.0 7-15/1ae-s/a• - - - - 65.0 65.0 z9 25-1/2' 65.0 6510 80.0 80.0 82-1/2' - - - - 65.0 65.0 Q 7 LL o 36' 49-5/8' 65.0 65.0 80.0 80.0 54-3/4' 65.0 65.0 80.0 80.0 65.0 65.0 Z 100 C� 1 V ro 52-1/8'� 65.0 65.0 80.0 80.0 -15/16 62' - - - - 65.0Omi 73' 65,0 65.0 80.0 80.0 02-1/2' - - - - 65.0 65.0 25-1/2' 1 65.0 1 65.0 80.0 80.0 36' 65.0 65.0 80.0 80.0 , "+ 52-1/e' 62' 65.0 65.0 80.0 80.0 C 73• 60.2 60.2 80.0 60.0 (1/311 (2/3W) - o 0 W �� (1/2W) (1/2w) LL 17 G OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH C `moi t` m 'XO OR OX' o°'I S! n OPERATING VENTS TO BE 1/2 OF THE WINOOW WIDTH 'XO OR OX' c c o-ted' O BUCK DIMS .Aes agg's FIN FRAME H d n FIN FRAME °°`m = a�o� `-,-r-.INo.70592 b t NOTE: GLASS CAPACITIES ON THIS SHEET ARE 1 0 E4 E4 BASED ON ASTM E1300-09 (3 SEC. GUSTS) OF drawing no. AND FLORIDA BUILDING COMMISSION '� (oP',c��� Wi 0-18 D. MTG. RAIL: H.D. MTG. RAIL: DECLARATORY STATEMENT DCA05-DEC-219 1111 • DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY-PSF PRODUCT REVISED (XOX SIZES) (ROX SIZES) as complying with the Florida E .MTG.RAIL H.D.MTG.RAIL SID.MTG.RAIL H.D.MTG.RAD. H.D.MTG.RAIL Building Code a TD NOA-No. 17-0918.09 3 GLASS TYPES GLASS TYPES GLASS TYPES GLASS TYPES GLIM TUBS Expiration Data 09/2?J2020 B BUCK DIME. well.,'B'e'ef 'B'a'BI' BUCK Dais. 'A'k v,'8'e'&' 'B'&'111' C'1' ' k'Cl' WIDTH HOGHi EXT.(+) INT.(-) EXT.(+) INT.(-) MOTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT,(-) EXT.(+) iNT.(-) By E N Mia. a induct Control 0 73" 65.0 65.0 80.0 80.0 73' 65.0 65.0 80.0 80.D 6.5.0 85.0 O 0 v a U 105-1/4' 25' 65.0 65.0 80.0 80.0 105-1/4' 25' 65.0 65.0 80.0 80.0 65.0 6"i0 0 110" 55.0 65.0 80.0 80.0 110' 65.0 65.0 80,0 80.0 69.0 65.0 0 73' 65.0 65.0 80.0 80.0 73' 65.0 65.0 80.0 80.0 1 65.0 65.0 0 h 105-1/4' 37-3/8' 65.0 65.0 80.0 80.0 105-1/4" 37-3/8" 65,0 65.0 80,0 80,0 65.0 65.0 V p�tTm 110' 65.0 65.0 80.0 80.0 110' 65.0 65.0 80.0 80.0 65.0 65.0 0 at O 73' 65.0 65.0 80.0 80.0 73' 65.0 85.0 60,0 50.0 65.0 65.0 0 8 , 105-1/4' 49-5/6' 05.0 65.0 80.0 80.0 105-1/4' 49-5/B' - - - - 65.0 65.0 v9 2y 110' 65.0 65.0 80.0 80.0 110' - - - - 65.0 65.0 LL�y�o 73' 65.0 65.0 80.0 80.0 73' 55.0 65.0 80.0 80.0 65.0 65.0 i D9 105-1/4" 62' 61.6 61.6 1 80.0 80.0 105-1/4' 62" - - - - 65.0 65.0 b 110• 60.0 60.0 80.0 80.0 110" - - - - 65.0 85.0 O N C H 04) (1/2W (1/W)(1/3W) (1/3W) O9i n QO Lu .. D�N o 8)^m OPERATING VENTS TO BE 1/3 CF THE WINDOW MOTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH O N M 0 3 'XOX' 'XOX' oz • O BUCK DIMS FIN FRAME � FIN FRAME98 �o ver' G 1Y Na.7D592 �, $ NOTE - = G 9 e 4i 4 GLASS CAPACITIES ON THIS SHEET ARE E4 E4 BASED ON ASTM E1300-09 (3 SEC. GUSTS) OF I& drawing n0. AND FLORIDA BUILDING COMMISSION W1 -� STD, MTG RAIL: H.D. MTG, RAIL: DECLARATORY STATEMENT OCA05-DEC-219 • ���if1,I1I11A` sheet3.1of11 1/8'ANN.GLASS 1/8'NEAT STREN'D GLASS PRODUCT REVISED �v 075'Interlayer 075'Inte foyer as complying with the Florida o Saflex CP With PET Cam Saflex CP With PET Core Building Code oI By'Eastman Chemlccl Co.' By'Eastman Chemical Co.' NO{HNo. 17-0918.09 m 3 OR 090'Interlayer 090'Interlayer - REN'D GLASS Cxplratlon Date 09/22/2020 Q n Saflex Clear And Color Glass Saflex Clear And Color Gloss g By F lL Ia By'Eastman Chemical Co.' By'Eastman Chemical Co.' OR OR 5'Intedayer Nliam a ro uc Contra a a 0.�..'.c 0 090'Interlayer 090'Interlayer ex CP With PET Core SentryGlas SenbyGlas 'Eastman Chemical Co.' a N ��T OR Kuraray America,Inc.' OR Kuraray America,Inc.' O LL 0'Interlayer 090'Interloyar 090'Interlayer tryGlas C t y m Trosifol PVB Trasifol PVB 'Kuraray America,Inc.' V C a 0y'Kuraray America,Inc.' By'Kuraray America,Inc.' a O z M 1/8'ANN.G1A55 *AT HEAT 5fREN'D GLASS1/8'HEAT STREN'0 GLASS N � C t SILICONE ZSILICONE SILICONE i m GE 1200 z mGE 1200 jGE 1200 LL Z -;a DOW CORNING 899 NDOW CORNING 899 s DOW CORNING 899 Mt DOW CORNING 995 \ DOW CORNING 995 DOW CORNING 995 i4� O O Ell WEfiAT 1/4 POINiS ON LITES x POINTS ON LD"ES1/4 POINTS ON LffES EB W WIDER THAN 36' triHAN 36' ER THAN 36' _ 00a Lu v GLASS TYPE 'A' GLASS TYPE 'R' GLASS TYPE 'C' 5/16'NOMINAL LAM.GLASS 5/16'NOMINAL LAM.CLASS 7/16'NOMINAL LAM.GLASS I` C m t 1/8'ANN. GLASS 1/8'HEAT STREN'D GLASS 30 M n 075'Interlayer .075'Interlayer B 3 Saflex CP With PET Core Saflex CP With PEr Core e Z 6 By'Eastman Chemical Co.' By'Eastman Chemical Co.' 3 O -n OR OR O . 090'Interlayer 090'Interloyer 1/8'HEAT STREN'D GLASS U CR Saflex Gear And Color Glass Saflex Clear And Calor Glass By'Eastman Chemical Co.' By'Eastman Chemical Co.' 0 OR OR 075'Int.dcryer re AIR SPACE 090'Interlayer 1/4'AIR SPACE 090"Intnriayer 1/4'AIR SPACE Safl Eastman tChemch PET al Co.' SentryGlns. SentryGlas GR By Kuraroy America,Inc.' By Kuraray America,Inc.' 1/8'ANN.GLASS OR OR 090'Interlayer 090'Interlayer 1/8'HEAT STREN'D GLASS .090'Inter) er 1/B'HEAT STREN'D GLASS SentryGlos s Troaifol PVB Traslfai PVB By'Kuraray America,Inc.' By'Kuraray America,Inc.' By'Kuraray America, Ina.' $$2 0 1/8'ANN.GLASS 1/8' HEAT STREN'D GLASS 1/8'HEAT STREN'D GLASS m G a SILICONE SILICONE SILICONE o g i m GE 1200 z m GE 1200 z m GE 1200 DOW CORNING 899 DOW CORNING 899 ym DOW CORNING B99 .. m ry n N M1 DOW CORNING 995 N Nt II DOW CORNING 995 iy] M1 .i DOW CORNING 995 r \� \ \u it •?+ ooBSS {I XL EDGE SPACER I II XL EDGE SPACER II XL EDGE SPACER 0 I ! ST.STEEL BY'CARDINAL' ii I !i ST.STEEL BY'CARDINAL' 4 4 ST.STEEL BY'CARDINAL'OR OR O o DURASEAL BY'QUANEX a DURASEAL BY'QUANEV LG DURASFAL BY'QUANEX' OR 0 OR 0 OR `� �W`!........ ED SUPER SPACER BY'QUANEX' p SUPER SPACER BY'QUAHEX' Eg SUPER SPACER BY'QUANEX' _ '�'uGENSLr M7 AT 1/4 POINTS ALL SAES W M7 AT 1/4 POINTS ALL SIZES M7 AT 1/4 POINTS ALL SIZES ` 70,:92 - -d . ACIAsi; TYPE 'Al' GLASS TYPE 'BS' GLASS TYPE '123' 1_ 0,70'OVERALL INSUL Ifdd.GLASS 0.70'OVERALL INSUL LAM.GLASS 0.70'OVERALL INSUL LAM.GLASS F drawing no. IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE'A1', 'B1'& 'C1' MUST BE TEMPERED. 'yyff®fAL11t�t� sheet 4 of 11 TYPICAL ANCHORS �A T11� FLANGE & FLANGE ADAPTOR FRAME �y�V 7BY FOR SPACING o WOOD BUCK TYPICAL ANCHORS ' " + I •• SEE ELEV. Z m m 3 '4 FOR SPACING F____________________.7 m J " ED DIST; m u r___________________T I 0 m 4 " d•„ .+ n a c 'I MIAMI-RADE COUNTY APPROVED I I k o��q N EDGE DIST. w v=i o . I I MULLION h MULLION ANCHORS \ 3 c I D i I�SEE SEPARATE NOA II f Z IST. I I I I a 6 8 ¢ \ I EDGE DIST. j 0�-a 0 H v:"y M 0ZcA 0 001 R. TYPICAL ANCHORS STEE EC ANCHORS SEE ELEV. uuu��l 1 I FOR SPACING FOR SPACING j ! LLzH_V I i dOm� li WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. Q m E I I MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 'I, \ AND TRANSFER THEM TO THE BUILDING STRUCTURE. o ��- 6 .I TYPICAL ANCHORS: SEE ELEV.FOR SPACING m !i n 2-3/� B'MIN. 11/4" DIA. ULTRACON BY 'ELCO' (F.=177 KSI,Fy-155 KSI) Ln INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 0 n 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) Q o THRU 1BY BUCKS INTO CONC. OR BLOCKS g o V���f - 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) o X"I o HS J ' 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) c a o j WHEN USED THE MIN.WOOD BUCK 3 N h7 O DEPTH SHALL BE aft,".THE USE OF DIRECTLY INTO CONCRETE OR BLOCKS 0 M f 0 Ij 3 m O DEEPER OR BEVELED WOODBUCKS IS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) c Z PERMITTED. 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) 3 oLLJ F 4 S 0 DRILLING (GRADE 2 CR5 Ea3 Fq o 4 x INTO MIAMI-DADE COUNTY APPROVED MULLIONS Gf U W OR O INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ui ALUMINUM: 1/e"THK. MIN. (6063-T5 MIN.) I PRODUCT REVISED STEEL- 1/8" THK. MIN. (Fy = 36 KSI MIN.) as co nPlVfng with the Florida (STEEL IN CONTACT WIT ALUMINUM TO BE PLATED OR PAINTED) 1 Building CCodde o 6 i� ^ E7 I NOA-No. 17-0918.09 TYPIC?! EDGE DISTANCE _ W°S R 7 Ezptraflon Data 09/22/2020 INTO CONCRETE AND MASONRY = 2-1/2" MIN. m U MB e INTO WOOD STRUCTURE = 1' MIN. a W2-/ � Miamt-off a Product Control INTO METAL STRUCTURE 3/4' MIN. 1s WOOD AT HEAD,SILL OR JAMBS SG =OS5 MIN. d- W1 I 1 I CONCRETE AT HEAD,SILL OR JAMBS f'c-3000 PSI MIN. "°-,m 3 0 S S t I C-90 HOLLOW/FILLED BLOCK AT JAMBS f m - 2000 PSI MIN. WEEPHOLES: a © OI W1 = 1/4END WfT1 P//2- WE EP OVERT AT 4-1/8" FROM EACH W2 - 1/8" X 1/2' WEEP SLOT AT 3-1/8" FROM EACH END �� 'gi' uGENSF a• W3 = 1/8"fl R X 1/2' WEEP SLOT AT.3 /8" FROM EACH END 7D c a .. N :.,.Q•. q. .'I TYPICAL ANCHORS •EUCE ISS. " :r e n '1 z' SEE ELEV. - TYPICAL ANCHORS - 9 I FOR SPACING OF drOW(Dg no. 1� SEE ELEV. s�' ii S• Rio�,L• ��� W10-18 ` WOOD BUCK FOR SPACING EDGE DIST '''rs i iI�IL111```` sheet 5 of 1 . FLANGE & FLANGE ADAPTOR FRAME �U M 0 1/a'MAX. BUCK WIDTH t/a'MAX, o SHIMS SHIMS z m 3 TYPICAL ANCHORS VENT WIDTH ,� /��J ����''�]vwr MOTH FLANGE ADAPTOR FRAME o- q FORS SPACING O 1/2'TYP• "S OD. gg aa�4 x 1 4"' 2 WOOD K Q aTtie ' ,•-SCREENS OpiTOtLA1 ••-• .,--_. _.--:.-..- .._.. WOOD STRUM �'�_ II���Jl _._....._._._,... ry t,. g?O�n WOOD BUCKS EXTERIOR i m ,��]�t.A_YC}iT'C � D.L OpO. TrSEE HORRS J L 7�t.�, FOR SPACING MIAMI-DADE COUNTY Ci APPROVED MULLION &MULLION ANCHORS SEE SEPARATE NOA BUCK W101T1 BUCK WIDTH ALTERNATE t3 O 6 O rl 7SWEEP LOCK o w t OPTIONAL To �- r--•-i SPRING LOCK OG 1 11 C4^rn ca C4 Sit R JI: I I E4 0 • _TYPICAL ANCHORS SEE ELEV,FOR SPAMO 1/4'MAX BUCK WIDTH 1/4'MAX ~ C SHIM SHIMS i VENT WIDTH G TYPICAL ANCHORS TYPICAL ANCHORS g$g z SEE ELEV. 1 SEE ELEV.. FOR SPACING t FOR SPACING ,• m v, LS SHOWN ON PAGES IMAUATION DETAI5 _ AND 6 APPLY TO BOTH FLANGE FRAME AND o o_d 6 g - - -- F '1. /a' FLANGE ADAPTOR FRAMES. 3$o S MEGL �� - {`{tlti ltlt Il/ STRUCTUREo �^-�, SCREENS OPIK�NAL ...... 1 -- PRODUCT REVISED = T r n as com 1yIng with the Florida B lay 8vliding Code ' ';,.;,:i _ •.. $ E8 FS EXTERIOR 1 9 WOOD BUCKS HOA VI -No, 17.0918.09 }� _ D.L.DPG. Forpirstiononto 0972=020 XO YQUO'', GF Eld�^ draeing no. W10-18 Mlaml-Daap4lmduct Controltill{` �` (sheet 6 of 11 • TYPICAL ANCHORS METAL v SEE S P ' STRUCTURE EQUAL UAL LEG FRAME 1BY FOR SPACING o' W000 BUCK TYPICAL ANCHORS . +'.•: I .. ELEV. r---------------- SEE __T i 3 �^'d,•• ,a d a 'd�.• r e FOR SPACING J I I MIAMI-DARE COUNTY APPROVED I I Z w m a- •EDGE DIST.' g s I MULLION&MUWON ANCHORS i O q dz d G", GE i 1,SEE SEPARATE NON I I ;::••s: " ti EDG DIST. \ °' w I DIST I! On YSPACINGD W \ TYPICAL ANCHORS TYPICAL ANCHORS O 6.0 p FOR SPACING FOR SP� �u1 Ino N C N�e EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY INTO WOOD, CONCRETE OR METAL STRUCTURES w f d TYPICAL ANCHORS WITHOUT THE NEED OF A WOOD BUCK. SEE ELEV. ' FOR SPACING i I 2 3/5'MIN. 1/4'MAX BUCK WIDTH SHIMS 1 PRODUCT REVISED n . ' os oompl In with the Florida BuildingaT. g O a NOA-No. 17-0918.09 O •.a 1 ^ 2-3/8'MIN. Expiratlon Data 09/22/2020 O W V li II 1 1/4'0 By C cq o I a ro uet Controlp J a . C4, o ---- g 0 WHEN USED THE MIN WOOD BUCK J W .............._••_.._•._.._.•_•. N DEPTHSHALL BE 27b'_THE USE OF MIAMI-DADS COUNTY o DEEPER OR BEVIID)WOOOBUCKS 5 APPROVED MUWON (r� 3I PERMITTED. &MUWON ANCHORS U' pLE E8 SEE SEPARATE NOA U 9 O a aucK WIDTH BUCK vAmH I i TYPICAL ANCHORS t 1 SEE ELEV.FOR SPACING s r 1 II 00s Ex a0f c w uTd W2 I M9 I I I I c m o� n r o o g WI 0592 - ' • r., .0. � •. ... < H ...d. '* `. � ,TYPICAL ANCHORS r� � i.i •.. ,.,..F � : .• O '�z a SEE EL0, OF %'�� drawing no. EDGE 11157.w r•- ,'v - d -•• .1 p TYPICAL ANCHORS^ .'p g'.. ' , FOR SPACING RiOP,.�c9W 1 O--1 s 18Y SEE ELEV. '�i�Se''' }WOOD BUCK FOR SPACING A . EDGE DISIrAFF�111I�I L7�1` sheet 7 of 11 ILLUSTRATNE DRS.ONLY EE�ANCHORS FIN FRAME EXT. O BY CGI W. FINISHES FOR SPACING m o g Z q n J 1 1 2' PRODUCT REVISED f n / as eamplyIng with the Florida HOUSE WRAP TYPICAL ANCHORS: SEE ELEV. FOR SPACING Building Code NOT BY CGI NOA-No. 17-0978.09 O�O�,cc Qj O8 SMS (Fu=74 KSI MIN.) Expiration Date 09/22/2020 a. 42 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES e ° BACKBED 1-1/2` MIN. PENETRATION INTO WOOD M�am ap roduet Coffin rof- v r a E3 CAULKING o N o ago z N t(o.Np1 � Q W 01 I � 11 III � N dll U I 4 0 0 n Q Ld j j WOOD STRUCTURE 1/4'MAX. BUCK WIDTH 1/4'MAX. d •O ao NOT BY CGI GAP GAP `, O rT o N I 1/2'MIN. 1/2'MIN. raj n_ of O N M I _ M 0 3 c A C o ElrnUUlJNLwNc ! Ell E7 -SCREEN OPT. e t1 1 w�g�g W1 I M9 E6 HOUSE WRAP NOT BY CGI vi WI 1 I t EXTERIOR W3 B2 I E2 EACKSED CAULKING HOUSE `q� .••.• �gy.'q^pq i 'B HOUSE WRAP NOT ITY CGI 1/2, 7E OF : drawing no. tt%CAL ANCHORS '�i ��. RIOP.• �� W10-1 FOR PACING ��T7✓,rll�`yt��` sheet 8 of 11 ITEM 'PART QUANTITY DFSCRIPTTON MATERIAL MANN./SUPPLIER/REMARKS E1 CGI-100 - FRAME JAMB 0 FIXED GLASS 6063-T6 CGI EXTRUDER PRODUCT REVISED as e.m Iyln with tho Florida o_ E2 CGI-113 - FRAME SILL 6063-T6 CGI EXTRUDER Building Code 17-0918.09 Z 3 E3 CGI-102 - FRAME HEAD 606376 CGI EXTRUDER NOA-No. i�mpp E4 CGI-103 - MEETING RAIL 8063-T6 CGI EXTRUDER Explratlon Dat.09/22/2020 A g 2 r E5 CCI-104 - LACK RAIL 6063-716. CGI EXTRUDER amFDadop duct Control qa H�.o U E6 CGI-105 - HANDLE RAIL 6063-T6 CGI EXTRUDER MIMl ( p tV c4, 0 E7 CGI_106 _ SASH RAI, 6063-T6 CGI EXTRUDER EB CGI-107 - 5/16'GLAZING BEAD 6063-T5 CGI EXTRUDER ao� LL EB CGI-108 - 0.700'GLAZING BEAD 6063 T5 CGI EXTRUDER 0 t h q E10 CGI-109 - FRONT FLANGE ADAPTOR 6063-T6 CGI EXTRUDER Ell CGI-110 - NAIL FIN ADAPTOR 6063-T6 CGI EXTRUDER q a S E12 CCI-1 35 - TF FRAME JAMB®FIXED GLASS 6063-T6 CGI EXTRUDER 0 0 D C E13 CCI-136 - TF FRAME HEAD 6063-T6 CGI EXTRUDER Q t w E14 CGL-138 - TF FRAME JAMB 6083-T6 CGI EXTRUDER �] E75 CGI­-140 - 1'MUNRN 6063-TS CGI EXTRUDER �'? E16 CCI-141 - 2.5'MULLION 6063-T6 CGI EXTRUDER E17 CGI-605 - SCREEN FRAME fi0B3-T5 CGI EXTRUDER W m E18 CGI-114 SILL SNAP IN 6063-T6 CGI EXTRUDER E19 CGI-115 - SILL FILLER 6063-To CGI EXTRUDER m E20 CGI-116 - FRAFJE JAMB 6063-TG CGI EXTRUDER 1j n E21 CGI-117 - HD LOCK RAIL 6083-TB CGI EXTRUDER C m E22 CGI-138 - TF FRAME SIL, fi063-T6 CGI EXTRUDER 'n ' E23 C01-109 FRONT FLANGE ADAPTOR 6063-T6 CGI EXTRUDER 2 O� n M7 CGI-382V - GLAZING BULB VINYL(DUROMETER 75-80 SHORE A) PVC - M2 CGI-111 - SCREW COVER(OPTIONAL) PVC - C M3 CGI-112 3'O ANCHORS EQUAL LEG COVER/SHM PVC - O I=-n M4 - 0.700'X 0.040"BEAD GE1200 SIUCONE SILICONE GE i N e M5 - 0.700'X 0.040'BEAD DOW 995 SILICONE DOW E5 D 3 M rS M6 - 0.700'X D.040'BEAD DOW 899 SILICONE DOW C_Z ' 617 - 2/LITE SETING BLOCK EPDM DUROMETER 80115 SHORE A 3 p MB - - PROTECTO WRAP WATERPROOFING OR EQUIV. - - �� M9 684 - ROLLER TRACK PVC - U < M10 CGI-128 2 PER SASH ROLLER HOUSING NYLON - 0 M11 W23T01NG - PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUIV. j M12 CGI-129 1 PER SASH EGRESS LOCK ALUM. SULLIVAN i M13 CGI-131 2 PER SASH HANDLE RAIL END CAP NYLON M&M 1 M14 391-N 1 PER SASH ANTILIFT BLOCK NYLON M&M M75 OPTIONAL RETICULATED FOAM 30 PPI - - a S MIS CGI-134 - JAMB SPACER - PVC PROTOTYPE OR EDON. M17 A30730401-32 1 PER WD. CAM LOCK ZINC TRUTH OR EQUIV. m j M18 CGI-132 2PER WD.2' SASH STOP PVC PROTOTYPE ..o MIS CGI-111 to FR HEAD SCREW COVER PVC PHOTOTYPE z= M20 CGL-125 2PER SASH SASH CAM(B/T BALANCE) NYLON M&M M22 VARIES H-FIA WEEP COVERS PVC AMESBURY OR EQUIV m�ao99 I S2 - 2 OR 3 PER CORNER 10 X 1 1/4'LG.PHIL PH.SMS. ST/ST.ASSEMBLY SCREW S3 - 1 1/4-EMBED. f 8 X 1 1/2'I.G.PH L PH.SMS,FIN ANCHOR SCREW - - 111L11111 LFAFA7 I S4 - 4 PER WD. 9 8 X 1/2'PH.SMS.ST/ST BALANCE BRACKET SCREW S5 2 PER WD. 8 X 1"LG.FH.SMS. ST/ST.SPIRAL B.ASSEMBLY #6 X 1/2'LG.FH.SMS.®CGI-133 &CAM LOCK - - • SB - 4 GM.RAIL }7 10 X 4'LG.PHL.PH. SMS. ST/ST.ASSEMBLY MEENNG RAIL - - .70 0 c 88 - 2 PER ANOLIFT Q 10 X 5/8' LG.PHIL.PH.SMS ST/ST,AN'RUFT SCREW :• OF drawing no. A 141L�,``1`` sheet 9 of 11 �ArAi111A ' I r 2440 2.440 2113 .440 1211 , 1l.y1p5, 1.301 0853 IT _r�-7 JL_u O .7 1.01 1.50 6045NP. appPLO 1.301 1.801 2.646 Fri 2.101 1Ofi5 50 2,348 1.220 1.007 .0 5/16" GLAZING BEAD .700' GLAZING BEAD1.395 AqNoV J3nI NP• fffuuu 1.449 1.015 1.015 1.366 .745 E71 NAIL FIN ADAPTER 7.395 Eta FLANGE FRAME HEAD O FLUSH FRAME HEAD E4 MEETING RAIL 1496 180 .283 a¢1, S .050 .060 -d C 2 • 1.015 7.015 1.7� F � 065 1.473 � N O d 2 065 U. I° 1.140 1.140Tom• U. Z O D 2.264 1.25513 FLUSH FRAME COVER SCREW COVER1.0/I15 1.220L_ L 080 NP. s N 4.430 NP. 3.930 065 t) u� 3.185 �• 1.043 C 3.685 2'885 2.885 O LOCK RAIL E19 SILL FILLER 0 N O 1.788 � 0 1.450 180 d � C O 2 N o 2.440 -2.440- FLANGE -2.440 FLANGE FRAME SILL O FLUSH FRAME SILL 1,018 065 'a 3 7YP, 1.220 C Z 2.737 r-1737 E23 3 0 FLANGE ADAPTOR - 065 065 1.°43 Typ• Typ• Ez1 ALT. LOCK RAIL � 2.505 2.613 250.5 2613 1.692 .065 r Ir , I i TIP. PRODUCT REVISED `o_ € as comply1 9 with the Florida u s1 it 1.000 .891 .500 .991 2.195 63 03 Building Code NOA No. 17-0918.09 3.237 2.737 7.015 Ezplration Det. /22/2020 E74 FLANGE FRAME JAMB (MOVING) �0 FLUSH FRAME JAMB (MOVING) By .811 .611 1.043 L 11012ml-0ad roduct Control a m Efi HANDLE RAIL •�.w,.. c � 1.°25 ```111.,1(1'1t1111/It7j'' 0 i 2.5°5 .065 T7P. 2505 .065 NP. `����f��l•�;. ��� m 1 1.015 1.015 1.395 d. 592 .745 =17. _ •� $ v �! 065 7.0°0 IIIA .500 C..• IJ O 1.745�•I 1.245 7.015 A OF •��` drawing no. RTD?.. ` W10-18J ' E12 FLANGE FRAME JAMB (FIXED) E1 FLUSH FRAME JAMB (FIXED) OE7 SASH RAIL ''7ss���j��t11`` sheet�0of7� 47 N� >o M 77779m B \11112 11111!!! y 0......... 9 O G w o Om9n ISC C V JC % s N mm is m o° l/I IIIIIl111 - a 03-29-10 frevistone: �X20 AWN HORQ S SING ON.0 -1/Skl.) AL-FAROOQ CORPORATQON a e esnoawls: 7�2.0 1• 04.10.15 No CHANGE THS SHEEP ENGINEERS&PRODUCT DEVELOPMENTwCGI Windows and' Doors, Inc. 9360 SUNSET DRIVE,SURE 220CW 08.78.15 W CHANGE THIS SHEEP o 716 NOCWXGE THS SHEE7 10100 N•W. 25TH STREET MIAMI,FLORIDA 33173 (C.A.N. 3598) /�o os.as.n NO CHANGE MS SMEEf MIAMI, FL 33172 Ta(sos)26aswo FAX(306)282-6978 C `W by: TEL(305)593-6590 FAX.(305)593-6592 COMP-ANL\W70-03CGI