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HomeMy WebLinkAboutProduct Approval (3) IFfle C®PY:Pa e i ofF14r da.Building-Code 0r 11ne 6 ...�., -y .sa �"' a x .�-tn`'�finr�t � *�i �s w"`cS s M1 ,�, •7� d.{s ,,roi a,?x`w"3 `1 ��; Y {BCtS Home Wgan User Registration Hot Topics t.supmit surcharge Scats ti Faas:i; PuDllcatlons �'F6C�SgH I.BCfS.Slte Map ;',links :;Search;i F Dep BusinesNh�- fV� Tf 3!;I rO S.'sjal usER;;PuDGc User - 'Regulation ,a^y_ 7 ctl t FDdL••+�f t'ar�,>Prctl F{v F�Ci'atinn 5tiarcn>AnancJUCri lkt>AppBmUon Detail 71MI — -5-146iFL;:ApplicationTyp% Revision Code Version 2014 A lication•Status. Approyed PP.dorn iterits' 02/19/20i6 e..date seftoeppty prilton's req:zti.02/24%ib. .Arciived C Product Manufacturer Clopay Building Produtts'Corilp'any Address/Phone/Email 8585 Duke Blvd. Mason,bl` 45049: ��r� (513}770=6062 mweste>feld@clopay:com . r �� Authohzed:Sin6atute: Scott'Hamiltor> WEAR Shamilton@dopay.tom n a -4 v. � n Technical Representative- 4 Address/Phone/Email quality,Assurance-Rep'resehtattve * � P.dd�essJ?fiane/Email � ...; Category. Exterior Doors; a ." Subcategory Sectlonal.Exterior Door Assemblies tompliance Method Evaluatfori Report f[om a:Florida Registered Architect'or a t ceased u�* Florida Professional Engineer Z D Evaluation.Report--1ardtopy-ReceiJed r - Florida.Engineer,orArchitecrNatrte:who;developed Scott:HpT11ton m the Evaluafldn;Report Florida License PE 63286-- Quality Assurance Entlty IntertekTesLng Services NA Inc.:-ETL/Warnock Hersey k}� Quality Asstrance Contract Expiration-Date' `12/31/2028- Validated. ry By Oa Pruefller Validation Checklist:-F-fardcopy R eceived Certificate.of�.Independence F[IC�546-R6 col f'erhffcation of indaoendenc�of'Vandatirnn Fntity Car Mi hlei2016=02 i9.ndf. Y FI:16546'R6 COI Stdtement.an Tndenendence of Edalua[ion'Entity- �'�°-'� " � Scnt:Hamiltpn'2O16=0�-T9.ndf: Referenced Standard`and Year(or Standard) Standard Year a. b :,4NSI/DASMA'108 -2005 ANSI/DASMA 115 2005 �4 ASTM Ei886 2005 � - �` ASTM EI996- 2009 rASTM E330. 2002 TAS 201 1994 4 TAS 202 1994 TAS 203: 1994 iittp//ww v flor'idabuildina.org/pr7pr_:app dt1,aSPx?narArri=wGEVXQwtDgvggu2�v%2bnF.'.. 6121/201-6.. Fiorida Bu lding:Code Online Page Z:.of:.;6 ut Equivalence of Product Standards Certified By r � x SectJons from the Code. " Product Approval Method Method 1 Option D `• Date Submitted' OZ/18jZQ16. . Date Validated 02/25/2016 royal U2/25R016' r � Date P,ending'FBC APP. Date Approved 04/12/2016 SummaryofProdutts rT7 _d Page S 13r s �r F.L#. Model,NumberorName _ Description _. 16$46.1 01:WS-16 HY PAN-ZF153 73, ,.Steel Pan(min.35 ga)Double Car.(92"to 16 0".Wide). i50o,75,190 84A,94 42:4281. WINDCODEG WS.Garage:Door 48,.48%55,.411Sf,6RST.4RSF, s; 6RSF;GOSS;GD5SV,:GR5S, t M? GRSSV;.ARSS;A115SV,EDSS a Limits of Use: Installation Instructions. 5 Approved foe use in HVHZ:No Fl i6546 Rf if IOt49?-A-Revl4.ndF: ` _ Approved for.use outside HVHZ:.Yes Verified By:Scott Hamilton FL PE 63286 .Impact Reslstant:Yes Created by•IndependentThird Party:No. Design Pressure:'+32 PSF/-3Z PSF Evaluation Reports. Other Solid doors`(no glazing)or w doorsith optional, FL36541 R6'.AE CBPC Y31711 A odP, r� impact resistant glazing ace r. impact-resistariE(large:misslle Created�by Independent Third Pa :,Nd. -. € a 16546.2 OZ•WS=16-HY PAN-21`153:73, Steel Pan;(miri.:25 ga.)Double-Car.(92"Eo.;16'0"wide). e 1506,75,190,84A,94,.42,4213„ WINDCODE®'WS,Garage.Door. 48,486;55.411Sf,6RST 4RSF,- 6RSF;GDSS,GDSSV--GR5S; GR5SV;AR5S;ARSSV}ED5S,- EDSSV` - �� � r Limits of:Use:. Installation1ristructi6ns Approved for use.In.HVHZ:No FL16546 RE, 1 {0102.6-Revl4.ddf K Approved.for use outside HVHZ:Yes Verifted.:By.Scott Hamilton FL'PE 63286 r a Impact ant.Resist Na Created by Independent Tird h Party:No: r�? x Design Pressure +32 PSF/-32 PSF: Evaluation Reports javk� � Other:The standard glazing available for.this product. FLiGS46 Rfi AE [BPC 13121 i-A.:rdf. 4: meets the.windload requirements of the building:code.buf Created by Independent Third.Party.No DOES NOT meet.the impact resistant requirement far 4 wlndborne debris regions � � x 16546.3 63 W8=16 PAN-2F443-GD4%. Gallery/Acti'stry/Expresslons:.5tee1 Pan(min.24 ga:) GR4S,ED4S,AR45 Double=Car(9.'2"to 16'2"wide).WINDCODEG W8 Garage h _ Door with Optional Impact Resistant Cites Limits of'Use' Installation:Instructions Approved for use in HVHZ;*Yes FL16546'�R6 II 104791.Rpvni odf A for use.optside HVHZ:Yes -Verified;Byi Scott.Hamilton FL PE 63266 s 'a mpact Rest t:Yes Created byIndependentThird Party:No D, gn Press 46;PSF%-52 PSF Evaluation Repo'its ther:-MaLx�(Ind. d.(V ult) 17Q,MPH Solid doors(no kL 6546 R6 AF CBPC 13177'1-A.odt glazing doors with: Tonal impact resistant glazing,are. Created'.by Independent Third PartyrNo f impact-resistant(large 'ssile impact)-. 16546.4 i W6A6 PAN-2F153:,73,150b, Steel Pan(mf...25 ga.)Double-Car(9.2"to 1b 2'.wide) a 7 ,.190,84A,94,42,428;48,' WINDCODEG W6 Garage Door with Optional Impact a ' 4 4RST,6RST,4RSF,:6RSF, ResistantLites SS,,G65SV,GR5S,.GR5SV, 55,ARSSV,EDSS,EDSSV Limits of Use Installation Instructions Appro rus n'HVN2:'Yes FL1'6546'R6Ii iQ4710-A-Rev03.odf. a roved f se outside HVHZ:Yes Verified By:Scott Hamilton FL PE 63286 r " im esistant Yes: Created,by Independent Third Party:No g ' Design Pressure +36 PSF%742 PSF EvafuatTon Reports Max,Wind.Speed{V uit) 170:MPH::S611d doors:.(no (Li6546 R6 AE CBPC 1312 1, A.od(` standard glazing)are lmpad-resistant(large missile Created.by Ind ependentThlyd Party:.No impact). http:%/www:fToridabuilding,or,-r/pr app_dtl:aspa?palani=wGEVXQ.wtDgvgclu2w%2bnF... 6/21120I6 Fl6rida Bpilding'Gode Online. Pak:3.of 6` 16546.5 DS W6 16 134-9153:73,.3500, Steel Pan.(miri.2S ga.)Doubfe=Car(9'2" i,M tor16'2' dej 75, 90 84A,.94 42,46,,55, WINDCODEp W6 Garage Door 4RST,6RST'4RSF 612SF,GO55; GD5SV,GRSS;.GR5SV;-AR5S; ARSSV,.ED55;EDSSV . €m I riiits of Use Installation Instructions Approved for use Jn HYHZi No FLi6S46 R6 iI 30,171D-R r w0l tiilf Approved for use outside'HVHZ:Yes Verified By;ScotCHamilton fL;PE 63236 w Impact Resistant No Created 6y Independent 7hird.Perty:No Design Pressure:'+36 PSF/.-42 PSF Evaluation Reports Other The standard glazing'avallable'forthis product FL36546 R6"AC-CBPC-13I711-A.ndF meets the.:wind load:requlrements of the bwidmg_code but Created by;Independent.Third Party':No, DOES NOT meet the impact tesfsianf requirementfor` vrmdborne:debris`iegions. 1654§:6 O6 W6 16 PAN-2F156,. 76;:2R5T Steel Pan(min.;25 ga.)Poubie-Car-(9'2'.to 16'2 wide)• WINDCODE®W6 Garage Door .-.. �� k Limits of use. InstaJlaticn Instrudioris Approved for use.in.HVHZ:Yes E l§�h Rry(1 1o471 O-A-RaVp3 odf- a Approved for`use outside HVHZ:.Yes Verified By:.Scott-Hamilton FL PE 63286: Impact Resistant:Yes Created b 3nde erident Third Party:- f�Wr1 Design Pressure:+36 PSF%-4z PSF- . Evaluation Reports .Na = Other Max.WiridSpeed'(V ult) 170 MPH.:Soffd,doors.(no FLi6546 R6-AE Zt-1372f'i A.odf standard:lazfri g g);,are impact-resistent'(large missile Created by IndependentThlyd Party:No impact): r s 16546:7 07 W6-16'PAN-2F156;76,^2RST Steel Pan{min.25 ga.,)D6uble-Car'0'2'to 16'2"wide] $ r K WINDCODEO W6'Garage Door Lim itsof'Use i Instaifatlon Iristruciions r� Approved for use.in.HVHZ:No FL16546 R6 11 r0'i7I0-8-Rav03:Pd #gyp Approved for use outsfde HVHZ:'Yes Verified By Scott Hamilton FL PE63266 ;impact Resistants No Created t,y,]ridepehdiht Third Party:No' � € Design Pressure:+36 PSF/-4;PSF Evaluation Re oits p Other:The standard glazing.avaitabie forth product FL1.6546 R6`AE CBPC 1312ii-A:ndF �rW meets the.wind load*requirements of the budding;code but Created by Independent Third Party:No DOES NOT meet the-impactYesistant requirement for widdborne debnsregtons. " I i6546.8 08.1N5-16 PANSP-2F153(6;,735P, ` Steel Pan(min.25 ga:j Double Car,(92 to 16'0"wide) 155P,.GD5SSP;GD5SSPV;76SP; WINDCODEO.WS Garage Door 76VSP.. ., LfmitsofUse _. ... ,... Iristallati6n Instructions - Approved for use In HVH2:No - - FLf654E'-Ro` TT 't0481'B=A-Re301-sionad nd • 4�' :Approved for use outside HVH2rYes Verified•Byi Scott Hamiltom L PE 63286 s r� Impact "'lstant Yes Created by In dependent Third Party.'No Design Pressure.+32 PSF/-37 PSF. Evaluation Reports Other Solid doors(no glazing)or doors with optional' FLi65415 R6 AE CBPG iM511 A.Dd' impact resstant.glazing are impact-resistant(large missile Created by Independent Third Party:No: Impact),. ti n 16546.9 09 WSr16 PANSP 2FI53/6:,735P; Steel'Pan(min 25 ga.)Doubfe-Car(9 2"ao 16'0"'wide)' xi + ; 15$P;GDSSSP,GD5SSPV;.76SP,: WINDCODEO WS Garage Door .. 76VSP Limits;of.Use Ibsta[lation Instructions _ g q Approved for use in HVHZ-No. fL1654fj R6 IT 104SIS-:8-revC;I sioned'odf Approved far use outside.HVHZ:,Yes Verified:By Scott.Hamilton.FL PE 63286 � d Impact Resistant No Created.by Indeperiden't Third Party:-No Ma Desi I gn Pxessure::+32 PSF%=37 PSF Evaluation Reports Other:The standard glazing availabfe.for this product FL16546 'PC, AE fBPc` 13i zti-A ndf- meets.the wind Toad requirements of the-bullding-code but Created'by Independent Third Party:'No _ a DOES NOT meet the.impact resistant requirement for windtiorne.detirysregioris: - 16546.10 16 4V6-09 6SiE=1A171::2050;. Dbuble-sklh Insulated EP5(exterior skin 27 2051,'2053,4050 4651,4053 62 Interlor skin 29 a.min: Sin le-Car u to 9'0".-wide 'a' 64,'65,.62G,62LG,64G,SDP3B,- WINDCODE®W6 Garage Door . " SFL38.SRP38;r334,135;1'36, 6130,.6131,6133. ' - f e Limits'of Use Thstallatiori Instructions , y Approved for 6sC in HVH2:Yet FL1b546 k6 31 1Oa814-A-12eybb:hdf y Approved for use outside HVHZ.:Ye's Verified,By::Scott.Hamilton FL:PE 63286 " a ay Zriipact Resistant;Yes created'4 Independent Third Party:No Pressure.->36 PSFJ-44 PSF Evaluation Reports r Other Max:Wind.Speed(V ult} 170.MPN{Solid doors(no, FLi6546 R6'AF.CBPC 131711 A-Ddf glazing)are impact-resistant.(large missile iiimpact). Created b lode endenCThtrd Pa r Y P Party:.No 1fi546.i1. 11 WA,04=DSIE-,1A171 2050,, Doubfe skin Insulated EP5(exterior skin 27 ga.min:;. ., 2051,62053,.4050,4051;.'453,62, interior skin 29 ga:,min:)Single Car- o (up[0 9'0".+nifde) 64,65,62G,62LG;6AGy$DP38; NIINDCODEp W6•Garage'Daoc I .http://wrvw.floridabuildin :org/pr/p. ,appidtl.aspx'param=wGEVXQ:wtDgwgqu!v%iMbnP;.. 6/2.1/20I6 Florida Building Code:Qnline Page.4 of 6; SFL38,SRP38,.134,135,136, 6130,6131,6133- r Limits of,Use f � :Installation.Instru6dons ' Approved foruse in HVHZ:No. FL1653G'R6'II ]'04314 8-Fr_v00 ndf' :Approved for use outside HVHZ:.:Yes' Verified By Scott Hamilton FL PE 63286 5 � - Impact Resistant:No Created.by Independent Third Party-No Design Pressure -36 PSF/-44 PSF Evaluation Reports. zrt Other,The standard.9iazing available for this'produSt. Ft'te�46 �6 AF cBPr 13 f.711 A ndf' meets Chii wind load requirements of the'6wlding,code but Created by Independent Third Party:.:No: :DOES NOT meet the.impact resistant regti'irement for a ai windbome debris regions. 16546;12 12 W6-09::DSIUiIF471:.GD2SU„ Double-skin;Insulated Intellicore,(exterior skin:27'ga,m1n.; „ GIt2SU,GD2LU,:GR2LU,:AR2SU.. interior skin 27'ga..mm:).Single Car(up to 9 0"wide) s t AMU,ED25U,ED2LU,9202,. WINDCODE®W6 Garage Door with:Optional Impact- �, � HDPC20,:7202,8202,MFC68U; Resis6nt:Lites rya 9Z05,HDPR20,7.205,8205, x�a MFR68U v , Limits of Use Installation Instructions 1 � Approved for use in HVHZ'.Yes F�ta546'R6 II"104432',1-Rev05 udf• 4ry t Approved for use outside NVHZr;Yes VeriFled By Scott Hamllton.FL P£63286 x ��". Design Pressure 38 PSF/-44 PSF, ' ' NoCreated by IndPpindentThird Party.dmpact Resistant:Yes Evaluation Reports Fl546 6AF-CBPC BfOther Mak.Wind S+peed .glazing)ordoorswith optional impact-resistant gazing,6re Created.by Independent Third Party:-.No. impact resistant(large missile impact): 16546.13: 13 W6'-09.DSIU-IF471r k6 GD2SU, 'Double-Double Insulated InfeIIr.e;.(exterior skin 27 ga. y � GR25U,GD2LU,GR2LU,AR2SU; 'inferi6r skin 27 ga.'min;).Single-Car(upao 9`0'wide) ' AR2LU,ED25U,ED2LU„9202, WINDCODE@ W6 Garage:Door ti HDPC20,.7202,.8202,:MFC68U, r 9205,NDPR20,7205,.8205,.. w MFR68U Limits-of-Use Installation Instructions k� Appr6yed for use in'HVHZfNo FL765t6-R6 1i 104432-B-Reti05.1idf- : : Approved'for use outside:HYHZ Yes Verified By Scatt'Hamiltnn'FL PE 63286 <� Impact'Res:stani_No Created by IndependentThird.Party cNo, H� * Design Pressure +38 PSF/44 PSF Evaluation Reports. �f Other.Doors with standard glazing meetahe wind'load F11654fi R6 AE t"BPf` i41?IA B.udr . requirements of the building code.but DO NOT-meet the. Created by IndependentThird Party:No impact resistant requirement for windborne debris regions. � � 16546.14. 14 W6=16.D79I0-1F471c.Gb;SU; Double-SklnlnsulaEed intellicore(exierlorskin 27 ga min:; :1 GR2SU,:GD2LIJ GR2LU,.AR2SU, Interior skin 27 ga.min)Double-Car(9`2"to 16`2"wide) g AMU,.ED2SU,'ED2LU,9202, WINDCODEO W6.Garage:Door HDPC20,-72'02,.8202 MFC68U, _._ 3 9205,HIOPR20,7205;6205,: M,FR680 Limas of Use .Installation Instructwns Approved for use in HVH2:Yes F1 1654 ]0 6 06 Il. 4420-A-Rev03.ndP n Approved for use outside.HVHZ:.Yes. Verified By:Scott Hamilton:FL PE 63286 .Impact Resistant Yes Creaied,by Independent Third Party-No Design Pressure +38 PSF/-42 PSF Evaluatan Reports r Other Max-Wind Speed(V_uit) 170.MPH Solid doors(no Ft 16Sa6'R6 dE CflPf' 1417.i9 B ndf glazing)or doors;wlth optional impact resistant glazing are- Created 6y Independent Third Pa_rty:No impact-resistant{large missile impact); r �s�t 16546:15 15 4i6 16 DSIU IF471 GD2SU- D'ouble=skin Insulated Intetficore.(exterior skin 27,ga,min.; GR2SlI,GMLU GR2LU,ARZSU, interior skin 2Tga.min)Double-Car(9 2 to 16'2"wide) AR2LU,E025U,ED2LU 9202 NlINDCODE®Wfi Garage Door ' HDPC20,7202;8202,MFC68U, 9205;HDPR26,7205,:820 5, .. MFR68U p° Limits of Use Instal[atIcn Instructions f Ap p roved for use in HVHZ:.No' FL1654o R6 fi 104820-13-R603.odf - Approved for use outside HVHZ:,Yes: Verified By:Scott Hamilton:FLPE 63286 'ImpactAesistant:No .. Created-by Independent Third Party:No Design.Pressure:+38 PSF%-42 PSF Evaluation Reports t� Other:boors with standard glazing meet the wind load FL165a6 R6 AE'(BPC 1412i9-B.ndf requirements of the building code but DQNOT meet Elie Cieated.by In4ependentThird Party:No �o Y impact resistant requlrement forwmdborpe del ris'regions. -- r � e 16546.16• 16 W648 DSIE=iF471:GD2SP,... .Double-skin Insulated EPS'(exterior skiin27 ga.min.;, Gft2SP,.GD2LP,GR2LP;AR2SP, interior skip 271ga;min)D6bble-Car(1fi 4 to 18 2-wide) ` Y AR2IP;ED25P,ED2LP,431)2„ WINDCODE@ W6,Garage Door with Optional,Impact j HDGC,6202,h1FC68 4305;,HDGR, Resistant't Lites t � '.�� 6205,SFR68,MFRfiB Limit's of Use Installation Instructions Approved�for use in HVHZ:Yes FL]6i4G R6'II-.104810-i-ttrv04-sinned.ndf hitp://www:floridabu ldina:org/pr/pi•_app_dt].aspx?param=-vGEVXQwtDgvggu2w%o2bnF::: 6/21/2016 Florida Building Code:Online Page 5.of 6 z Approved for use ou Createtside HVHZ:.Yes Verified By:Scott Hamilton EL PE'63286 i Impact Resistant:Yes d by Independent Third Party:.No M� Design Pressure +38 PSF/42 PSF Evaluation Reports Other Max.Wlgd Speed(V ult) 170 MP.H,.Solid doh."(no •FL16546 R8 AE CBPC•141219 6 odr'. glazing)or,doors wlth optional.frnpact ces(stant'glazing°are Lreated.by Independent Third Party:No 1� Impact resistant e missile impact) r°� 16546.17 16 W648 DSIE4F471::GD25P, Double-skin Insulated EPS(exterioc'skin 27 ga.:min,j GR2SP,•GD2LP;.GR2LP,.-AR2SP,. Interior skin 27 ga..min.)Double Car (16'4."to 18'2"'wide) "may AR2LP;,ED2SP,:ED2LP;4302, WINDCODEO'W6 Garage Door HDGC;5202;MFC68,4305,HDGR, 6205,SFR68,MFR68 Ltmfts of Use: Inst811ation Instructions Approved for1ise-iri HVHZ:No FL16546 R6 IT 104810=5=Rev04-sinned.ndf ,Approved for use outside HVHZ:Yes 'Verif)ed By Scott Hamilton FL-PE 63286 .Impact Resistant:;No Created'by IndependentThird,Party:No u Design Pressre +38 PSF/-42 PSF Evaluation Reports Other.:Doors wlthstandard gla ing meetfhe wind load FL1:6546 R6 AE CBPC I4T71q A r) ' requirements of the building code but DQ NOT meet the. Created by.IndependentThirdParty:'No impact•resistant requirement forwindbome debri's regions. i6546 i8 16 W6-:18 DSIU-SF471:GD2SU,, Doubte skin Irtst lated•Intellicore(exteilar skin'27 ga.min:; GR25U,GD2LU,:GR2LU;AR25 1, interior skin 27 ga.ruin:)Dauble Car(164 to 18'2"wide) kf� • AR2LU;;ED2SU,EMLUf 9202, WINDCODE®W6 Garage Door with Dp[lonahImpacC i HDPC20,7202,8202;,MFC58U; Resistant Lttes £ 9205,.HDPR20;7205,8205, ` MFR68U` i t xz 1 'units of Use Installation Instrilcttons �� Approved for•use,in HVHZ:Yes FI ts546.RF f) iO4R27 A RAv03.tidF' Approved for use outside HVHZ:Yes; Verifie ated'By:Scott Hamilton'FL PE 63286 E` .Impact Resistaets'Yes. Cred,by Independent Third Party:No Design Pressure +38 PSF/-42 PSF Evaluation Reports Other::Max,•Wind Speed(V uit) 170 MPH-Sand doors(no F11654r;'R6:AE CPPC f4i7la A.n d f glazing)or doors with optional impact resis[antglazing are., Created,by Independent'Third Party:N. - �sy� ..��� impact-resistant(large missile,impact) .. _ [�a� •r 16546.19' 19.W6''I DSIU-hF471:G625U; Double skin Insulated Iritellicore(exterior skin 27 ga.min.; GR25U,GD2LU,GR2LU,;AR2SU; interior skin 27 ga.min:)Double Car(16'4 to 1872 wide) �i� �' AR2LU;'ED2SU,ED2LU,:9202, WINDGODE@ W6 Garage Door x H1JPC20,7202i 8202;':MFC68U; 9205, PR20,7205;6205,: M R68U Limits of Use' Installation Instructions Approved for.use_ii.HVHZ:No rLCG54f R6 IF 704821 R-R'03.ndf. Approved for use outsidetiVHZ:Yes Venfled By Scott Hamilton FL PE 63286 Impact Resistant:No Createdby Independent Third Party:No >, a Design Pressure:+38 PSF/42 PSF Evaluation Report's z� Other:Doorswith.standard lazin meetthewind load. FL15546 R6 AE-'CBPC i41219.8.odf requirements of the building code but DID meetthe Created by.fndependent Third PaRyr.Nc. Xz f impact resistant•requirem.. forwtndbomedebris:regons. I� f .• .. 1654&201 20 VV8,09 DSIU-2F471 GD250,, Double-skin insulated Inteilicore.(exterior skin 27 ga.min.; ¢ �r GR25U;GD2LU,GR2LU'AR2SU; Interior sk(n 27 ga .min) e Singl -Car(up to 91&'wide) ARZLU;. :7Eb2SU,ED2LU,9202,` WiNDCODEO W8 Garage Door with Optlonai Impact- s HDPC20, 202;8202;.Ml`dM, ResistantLites. 9205,HDPR20;7205;6205, �4 MFR68U L•rnks,OFUse Installation Instructions 1 a Approvedfor.use in H F1.16.546 R6 1T lb4435-RevQ5;6dF Yes, Approved for-use outside HVHZ:Yes Verified By,Scott Hamilton FL PE 63286 Impact.Resistant .Yes Created:by independentThird Party:No Design Pressuiee;t54:PSF/40 PSF Evaluation Reports ' x Other,MaxrWindSpeed(V_ult) 170:MPH.Solid doors.(no F0654fi°'R6•AF CBPC 141-21q-B ndf glazing)or doors with.optional Impact resistant glazing are Created by Independent Third Party No Impact resistant(large missile Impact) Go to Page,O ! _ M MET rT r t�X � S,,pntact US:;194tl North MOnro'Street,Tallaha4—Fl.32349 shorter N50-4R7-1 B24 The State ofFloddaisan'AAMo employer ramrlaht 2007-2013 eziate otFlorida:::Prtvacv Statement-.ACcesslbirity Statement::Refund'Statement- ;; Under Figrida taw eniaR addresses are publ c records Iryou dp.noEwant your e-niall.address released in response.to'a public-retards re4uest,do not send ^---ss= - decvbnic.mad to4his entitiAnstead,contact the office by phone or by traditional rr611r you trove any questions;please contact 850 487.1395.:-Fursuant.to SeCuon455.275(1).Florida.Statutes,erfective_October 1,2012;licensees licensed under,Chdpter455.,'F.S.musr.provide Che.Depanmentwith an oman;address if they have one:?he'emaffs provided may be used for ofraal communication with the(cepsee.However email addresses are public returd.'1(you do rift wish to Supply a personal address,lease provide_lhe Department with an email address5vhrdt can be:rnade avallable;to the public:To,determine if you;are a.hcen"a under a. .•rK o f Chapter 455 F S.,,please Chck:r=. ::http:// v�u,floridabuildin ,org/pr/pr_app_ni1.aspx9pararrl=wGEVXQwtDgvgqu2w°%D2bnF:.:. 6%2I%20:I6 3yv :.+ww3..:xw.am,.dnxu.:.a''.•.=•.�L'-A x ""...i.Mcu..:. .�z, x<.....:.;:i ..S x..t 4'.,t.....uw .....wve .........e _..:a,....-..,.I'a7 'CLASSIC' RAISED PANEL,EMBOSS DOORS 'CARRIAGE.. HIR)SE' RAISED PANEL.EFIDOSS DOORS �SHEEh R_ EVISIOT•JS MODELS '24 GA 25 GA 25 GA.- 24.GA -' MODELS'' 25 GA )•• 4 REV, N0f20NEN PATE, .L"CN MU. APPVD: DESCRIPTION CLDPAY .84A, 94 '73, 75 76, 75L 98 CLUPAY 'GALLERY' G115S, GRSS OS '6124f 13 - SH. ADDED LONG PANEL OPTION. IDEAL _4R5T CRST P,RST 4F - -;-'rIOOLHES 'ARTISTRY' _AR53 T , HOLNES 48, 466 A2, 428 -- _ -- .It)EAC 'CARP•IAi,E HQi1SE' EPSS _ ONE STANDARD'INTERMIi01ATE: SDLE-BETWEEN*EACH EMBOSS _ A:OCATION.AFTACHED ',/TOG-L-.LOG (TOP 2C GTM}AND , SHORT LONG. TFLUSN - 1 SHT)RT F'AETEG 'URETNANE..'ADHESNE (ALONr,CENTER). -CLASSIC" SHORT PANEL DESIGN-SHOWN. Gr LLERY 514ORT PANEL AND "CLASSIC" Q LONG-PANEL.ALSO APPROVED..SEE TABLES BELOW FOR DETAILS. ® l OPTIUNAL SLATING:MAY'BE .ONLYSTANDARD SHORT COMMI RA RCIAES(ON :P13E STANDARD TAB1LRT PANEL) OR IMPACT P.ESISTANT GLA2wG.,.OFILY SHORT COMMERCIAL (hONG'PhNEL): SEE TABLE5.8EI,O:v.' GLAZING 15 APPROVED. SEE SECTION B-0 ON _ SHEE•T-TWO FOR DETAILS.•(GLAZING.SHOWN IN GLA2174G SHOWN R�TOP SECTION, :INTERMEDIATE SECTION.} _ — - o - .._.._•• � / � . ' �.� . 7.70 / 1. �i l� // I 1. '� .,. _ j/ // VIEW "Q' (SEE SHEET THREE). �;- y/ F' / --_`_�_ o ztc I -VIEW "C" (SEE:.SI•IEET THREE), CA,TG EW STILES ATTACHED TO m o = '----- •--•- --- - - ..._. --._.a: DOOR SKIN VIIIH PATENTED TOG-I,-LOC SYSTEM (TOP, BOTTOM & -- _ x.>i • CENTER):ATTACHED TO TOP ANU I1 '! BOTTOM RAIL 4L1TH PATENTED . . . " - a TOG=L-LOG SYSTE61. 1 _vv \_TV10 POINT;LOCKING -- 4 INTO TRACK, •� •---•�A OPTIOTJAL LUTSIO£ KEYED LOCK P0.-.ITION (2) LHR TOP+BRAGKETS USED AS - " 'INNER BOTTOM BRACKET. ' DOOR WIDTH'm 16'-2" (1) 3-IN'F.OLLER CARRIER (P/FI P ON EL ENTIONS. - 0120394) USED VATI4 3"TRACK. ' SNAP LATCH ENGAGES LOCAHCIN OF-OTIO74AL VENTS, TOTAL VENT OPENINWt-60 IN' PER VEHICLE,. ONTO VERTICAL TRACK. END- . .DOOR HEIGHT N OF ONE'SNAP LATCH-ON STILE. SECTIONS :EACH SIDE.OF DOOR. UP TO 7 0' ' '4'' SUDF, BOLT LOCK, •� "C1,45SIC'RAISO PAN[L CILaSS LT1t7R5 :•E:ARRIAGC 1@JSC'RA15ED ENGAGES INTO _ p SHORT PANEL _ 61;FG P#II:. PAt.TL ENDDSS IIE�RS"' £ND VERTICAL TRACK. L7 4'0'.TO.10 8^ (> OF INTCRtl - tl"STD —I C£:EOR}{ —S11R'1 MEL - STILE ,. OUTSIDE S 10'9' TO !�3' .7 � ,V1DTN STILES utulc viaTN IHiLR4 STILCS nnclx mLEs - - ONE LGCK ON 'HANDLE. - li cF INTERN '.rt 'ENGA.BA.R'.. (PCRSECTIO1» (PF.R'$F.CT10V> NCRSLCTIOII, TbDn'VID7MI Stites , T:ACN.SIOF..OP GUTSlpE 12'6' TO 14'O' _ 6� ^� 9'2•-Tn^'10' 3 9',.''—f72'.� 1 2 CR SECtIM6 DGUI?.. ,�-•� ^L,ENTT ENGACeON KF.YEf)••- '-'TY,A(9C ON 14i' TO 15'9' 4 Iwo-TO Ji_N• 4 N'4'TO 1411o• a """"`?i"'"'-"'- "' iu ions " 'F4JJDLE. •STILE. EACH.SIDE i2.0.1ff I71D' iS cr' •3 4 -io*v Ta Iry HIA 16'0� .10 T4'D'TO is'10' 6 SEE NOTE BELOW R'GARDitIG ERTNA 1 'TO 14'A' 7 OF. DOOR. ' t4Ax SEC7IQN.HEIGHT.21'• e;•m'.tn 'z' 'r snL[S ITT LONG NAREL DOORS. %{_ert •• - 7. iN CI,1E•0 1T 0(;f�Ql,_ INSIDE HMIULE- OUTSIDE. LOCK O P I N. 95LS1PE IiEXI:R..I..Q.CK_]'llT� .. KEYED LOCK_3Yd�1i EXTRA STILES FOR LONG-PANEL MODELS, .SNAP LATCH LQCjC_QP7.j91`i., ,I OCK PAR LOCKING. -i71L TIIT1}It" AtIn;TWIULAa CA,•COMILERCNL 1111EI8,L•STILES REOU,RED AS NOTED US ' fe THE TOLES •``50° �r�2• Aw � E acks p;� TM LENIE`SME -oV14TEninit: TVODORM LCIS-TuEESIGNLOA h� R( E I1 O SPEEDS LISTED 70 THE FLORIDA.% , A;� D - - TOO •, : tr8.(4)99 6lt:Et METAL SCREWS. BUILDING COOL OR_1TIE INTERHAT[OWL.DU{I.DL'111�COD12(BASED ON NNa!G(,2 ) SHORTCPAI.IEL:NG PANU 2FI53 *'• r (' - * - - ASC_7-t0)FOR TNE'FOLLUYRNC CCND1T10N'a• 1 ENCLOSED PPA14E r,: A- E7 fi IUd�•�" G BUILDING, 2)DOOR HAS 2'OF MOTH 111 BUM1OING'S END ZONE,3)• Ighg(+ ANY ROOF'SLOFE,�ANO 4)TESTING IN ACCORDANCE WITH DESIGN LOADS; +36-0 P.S.F. & -42,0 P.S.F. •'9T ( Et ANSI UA_WA 106.SITE-SPECIFIC r,ALCUtA11ONS By A:OUALIIIED T ,T DADS: +5 - __PART NO.:.14/A' ,'A , I 1.L(L�•S.:F��,�='63,0 P.S.F. STATE F, Eu�+` DESIGN PROFESSIONAL L1AY'DIFFER. U0w,,;.5t.I.d Owcr«ist;, C�U a 8585 Duke BoutovOtd WINOLOAD RATING P,. Z�� — TOLERANCES o e el h,;it 150 in S11 R F'•,(O�R%1D \\� - - _ ULTIMATE WIND' 153 LCO. wT70 :IRO 153 ®Clop ay W6 of S_T_ SPEED<I.PH) - 0.R d:031 F 1ti-p P.rocads Qi yeq F..'N.513-71d 051 v .`LESS/ONAaG? `, - - - - - - - - E%YUStM.E i 06 *•015: DESCRIPTION: 2'.STE£L PAtb DGOR:. 16'27W (SEE TMILE FOR-_MODELS) 'D,C,B B,C, 0 B,.C 'B,C 'R Y Dan..= -'4.009 DRAWN B'f S+1 - (FATE: 11/19,12 SCALE; h'TS CA7EalL�iY - .0000 :: 5.001 DESIGN:ENGINEER: �- 'DcgtecR tl/2' C DATE SCOTT HAMILTON, P,E. HLAN EGOF HCIGNT 25; IS' D6 SIZE 1 U 90 51P1e4 nam.hn IFLORIDAA LICENSE 14 . T 8 - EVEN vrro'O�IS ME IN�E�I.•CHEs.DWG. NO.: 104710rA/e._ '/'�V�ERM: IBIC y +/,� n�� 4 3 �, 2 rLV R0 r PROD ODD MCAT:AF)IF-MD MRV1%AL. I�6o54- ;J k,...._.w+,._>sw.s..��.aF:.u.�,asm�..wi��f•u..:.A�.a�.o .�1�:e:w.a'r.aL..��'.,:,fix,..-».c.'„ss..aawW.:a:$iy,.s+ ;,.�.w ,...wsb•.-». , e,a.,r.s>w. '`s.ke,;aari, ..�.�;::,:,w �n..�,•.�,«,--. ....,�sa�..wwi'uw�.<�.'`':... .".v,..::,:Sn.'� ,j., .:� .s..,.xW, aF..,...s.� .... I w^i� 41 'CLASSIC' RAISED PANEL EMDOSS'UnbRS 'CARRIAGE t4QUSE' RAISED-PANL'L EMDUSS DOORS SHEET!. REVISIONS MODELS 24 liA 25 GA "25'GA P4t GA - MDDELS 25 LiA - 2"�F `)'• REV. NO_ ,ZONE: DATE: EON NO, AFPVD: DESCRIPTION ' •CLOP•AY B4A, 54. 73. 75 .76. 751. 98 CLOPAY 'GALLERY' GD5S, GRSS- D3 - - 'SH SEE'REVISION HISTORY ON-SHEET ONE. ]DEAL, 4RST 6P,ST 2RST IF HOLMES.'ARTISTRYr .QRSS, ' 4iBt,ME'SM-48; 48D 42,-42D. -- -- IDEAL 'CARRIAGE.HBUSE' EDSS- - _'D .LDNG ,FLUSH $I:0n7,PANEL- ., . �• IMPACT-RES(STANT 'CONSTRUCTION: STANDARD ASSEMBLY ti ONSTP.UCT10iJ: SOLID DOORS.(NO,GLAZING)OR DOOP,S V/ITH OPTIONAL I1APACT=RESISTANT'GLAZING ARE .OPTIONAL (310.OR. 1/8"ACYRUC LRES;AVAILABLE, OPTIONAL ACRYLIC CLA2IMG ISIMPACT—RESISTANT.'OPTIONAL INJECTION—IAQLDED'POLYCAti80NATE FRONT FRAME.AND PLASKOLITE OPTI%'OR LUCtTE.CP APPROVED-.CC2'PLASIIC IN ACCOPI)ANCE l'ITH'IBC/FBC GLAZING,IS GE.I.CkG SUX24327.AN APPR0VF.O.CC2 PLASTIC IN ACCORDANCE%WTH 2606.,"I IBC%FBC 2606,AND.AN APPROVED CI_PLASTIC,IN ACCORDANCE WITH FBC'2012: THE ENTIRE DOOR ASSEMBLY INSTALLED'IN-COMPUANCE'.WRH'THIS SECTION MEETS T1 Ir .. - THE:ENTIRE DOUR ASSE14SLY INSTALLED`IN COMPLIA ICE'W'ITH THIS SECTION MEETS TILE KIND LOAD REOVIREMENTS oOF THE-FLORIDA BUILDING CODE OR INTERNATIONAL BUILDING "AND LOAD''REQUIREMENTS OF'TIME FLORIDA.BUILDING CODE AND INTERNAIIONA.L-BUII.UIIJG� CODY RUT'DU..ZjdQ7,MEET'THE IMPACT RESISTANT REQuIRENIENT FOR,RINDBORNE DEBRIS. ., 'CODE AND.IS LARGE- AND:SMALL—IJISSILE IMPACT RESISTANT, REGIONS (REF'.:CHAPTER 16 FBC/IBC), SECTION B—B -(IMPACT—RESISTANT GLAZING -OPTION) .SECTION .E3—B (NON—IMPACT RESISTANT GL.A71NG OPTION) :FRONT FRAIJP SMITH,U.V. COATING.ON'OVISIDE SURFACE, NOTE 714AI FRONT FRAME IS NARRO:YER.TI IAN ll�Thl.T ll�.>•—'—��., IMPACT—RESISTANT FRAME OPTIONAL DECORATIVE' ✓J( ^@.ES.' � MULTIPURPOSE.HIGH.E10146^TAPE•, 'SNAP-IN NSENI'.. (f FIIVEEN'FRAI.IE,AND FACADE). UECOR4RVL.FRGNT-FACADE' GLA_'ING� MOLOED IN SIDE RUCTURAL.SaJCdrIESEALANT LITE RETAINER., s. (SMIEU1.STEEL SKIN AND,FRA&I.Q., (10,SCR PAN PER L SCREW {1Q,SCREWS PER LITE).- ,• - - ' IMPACT REStS1RNl'. - ' ONE—PILCE..INJEI&N POLYSTYRENE.RETAINER,FASTENED TO FRALIE'WITH - pp ., MOWED GE'FRD NT LEXAN (t G) SIY2432T l4a�.3/4'PAH"HEF.O MACHINE SL'REYr. - o LJ , - • ' . - FRAME A."GLAZING. IMPACT—RESISTANT 'ASSEMBLY [ mll.'S -STANDARD- ASSEMBLY DETAILS DRAWING.'104710-A DRAWING•104710-8, 5s N dd2 f r,. _ ptANurACTUP,InD FRI)DUC'r CUL'C ' *t• - " '.SHORT PANEL: ELAN-2F153 DESIGN LOADS: •F36.O P.S.F. do'-,42.0;P.S.F. ,lcyNG,,XA-N • =2F15 .,� PART NO.:_N/A - EST LOADS: U.-S4—FZ� �_Sct .._..._ /s 9'. STATE-.OF u+ Unln s SOW Oth.r.4c 8585 DMke Fourevor4 _ rl �'n�••F Q' �'! - - - ®Clopay union,pH%0 0SA VUMIILDA'A RATING - �� <O,RaO,::��, TOLERAhlCES'aro lel.Ila:613-70-I8G0 �� P�{ • �y�`� - , A-= :�,031 8o3Cr Pladmis cr v q Fos•No.SI3-77,1—{85.1 ..-- ,+M+ .qn0 t.o 5, OF..Sf•RIfsTION: 2"_ST[EL RAN DOORS 16'2°Y+(SEE 7AF3LC FOR MODELS) DESIGN ENGINEER, Goon= :L.Ob) DRAWN BY:-SIT DSTE;'tt/i 3J72;GALE DW' NIS: - G. OegiAAz Sf,OTT F{N,{ILTON;P.E. CITECKED BY: SH DATE: 1-1/2O/t SHEET,.?OF 4 SIZE B _ ' ' Unkas.5tdco Ochc`nhe • ' FLORIDA' IJ F .' OLu4lawrr,ARE lu mlclss.DVIG. NO.: 104710 1/B vcR; IBC �l�. Vc 3 'CLASSIC:. RAISED PANEL'EMIIUSS DOO S - -rARRIADE MIIUSE'%RAISED PANEL E►IBOSS DOORS, SHEET'• - ''^-'� h REVISIONS ' MODELS 24 GA 25 6A ; 25-GA -24-GA: MODELS ` u_—_25 GA .3 OF -4" REV. NO. ZONE: DATE:' ECN NO, A, 0: "DESCRIPTION - .V M M M "CLDPAY` BA., 73, 75=""7!>>, 7SI. 98 -CLOPAY:'CIALLERY.' GD5S, GR5S 03 -, ' "„H SEE-REVISION HISTORY ON SHEET,ONE, ' c IDEAL 4RST' 6RST. 2RST 2"'. HOLMES 'ARTISTRY'. AR5S.� - - ,-- ' HOLMES 48„46B 42,42D -- •""'.""""•� ." . IDEAL 'CARRIAGE HOUSE'- .Ff)5SSH RT LOrlG; SHOP.T.PAPIEL^: i 2 THICK HORIZONTAL((rcP))JAfdO JAMB.-TO 'SUPPORTUJG'STRUOTURF ATTACHMENT '(NO,i0AD11tOM SDOR} T ; ' `25`GA. (0.0'ID" MIN. TrIIGK)_ • '• (2)`12•-GA:GALV."STEEL TOP ROII,F.R " .. -,1.ALL,THE LOAD FROM TiltDOOR-IS TRANSFERRED-70'THE,TRACK AND'THEN FROM THE*,TRACK To 'DDS-STEEL EXTE;RIOR.SKIN --^�' BRACKETS ('l,-1/;t" x-5-3)8'j.'EACH THE 2aB-VERTICAL SYP,(GRADE#2 OR,BET7ER)-JAVi3S.NO LOAD FROM THE.DOOR IS WITH.G-�40'1,ALVANIZIHG, �� !' '1TfiACItL'1'AfE,1CHE(2,4V/(4) Ql'4z5/8" SHEET TRANSFERRED TD THE IORIZONTAL:(TOP)JAA!D, - - _ ,!', MEIAt.SCREYIS: ADJUSTABLE SUDE.ATTACI IGT) '•'BAKED-UN,PRIMER.AND A _ 70 T©P LBRACKET VATI"I 2 1 4 X I 2. edLTS. -?.;EACH VERTICAL JAtTO SEES A Llagd;!UM DESIGNa0A0.(IF+?.88 LR.A< -33G LR:-PER LSNEAR •11 F JAMB D-ON'POLYESTER PNEJiE } f / " OO..Of HAI<£ '�ANU•NUTS PER BRACKET. _ I; 3 ALL JAMB FASTENERS IIAY BF,(OUT ARE NOT REQUIRED:10.BE)'COLINIERSUHK TO PROVIDE A TOE+'CUAT APPLIED TO BOTH FASTENER :FLUSH NOUNTING'SURFACE: STOES OF STEEL SKIN. 4 TYPE 'A 1/3 STRESSANCREASE FOR WIND.LOAD WAS NOT TJ5ED IN THE.CALCULATKJN Of AllOWABLE :GOADS;FOR:ANGiORS'AND FASTENEWFOR STEEI,.CONCRE IE.AND.MASONRY, - - ' SHIP'LAP 74•, C.A. W,N. GALV:.ROLLER.,HINGE E cm - JOINT, ,HINGE FASTENED TO END SEILES W/(4) /-.2,6 VERTfCAL✓AHD, ,. . ' - ,. }„ TdxS/8 SHEEZ.METAL AND (2) ' - .. 1/4"x3/4,'SELF'TAPPING SCfREWS. SEE , • 7. ONE'4"7•-STRUT PER'SrCTION.:('EE.VIE4V�' ' 2Tf8'JA,b18"TO-SUPPORTIF,O:STRUM IRE ATTAT'HMFNT , `" 'VIFW "D" : ., '.,ls- ) lAeH T-STRUT ATTACHED'AT,EACH,•' _ (NOT-TO,BE:USED,F'OR ATTACF'JJENT OF 1RACK ANGLE-10 246 VLRTIUAL JAMBS'OR SUPPDRTING STRUCTURE) � -4:' TALL-TAPER-STRUT _ '�;.� H�NGE'LOcATION 4t7719 (2)^'114 z3/•A,-SELF' Mn>GIJUTA --"' - '.0_057';MIN:;GALY;'STEEL,' � � "TAPPING•.aCRENSr,, -. Ort-GENTF.R _5D KSI. MIN.- BUILL'IND TYPE !FASTENER:TYPE _ FhS RCWIf<E I '- TAtiL'E L TEEN ' S 'TENORS' 0Y...t........,..........,... 2., t, D.O. F.1 OC WAIL ' —r"v-- 4 .0: :,4R TiDC N I "'"µ'me'PION.R t- ' T', 300D PSI MIN.CQNCITETEl 1 4 X I"�JIN E.MR.O TAP OT CONCR ANCHOR tl�1 •1 I 0.0. ' O O Pgl MII r(` R 3 S"% 1-3lA`IJW EMBED Y -IT AW R TITE. !EEVE ANCHOR 1G ifs'_JN.GLIIRED_ 4GD0 FSI MIN.CONCRF 3 a" 1-;i A'MN. J :YFJ- ANi:R TRF SI V' 'NCHOP 24C t f ITO-0 l77 T10 "AIJ,};_(,S 0. w T _ j SCREW !: 1-5/8- _—« .!E)ED,-JtdjD SU?uC.).4lR4 O.D. •> L� • FIRST"(ROTTOM)ANCHOR-STARTING-AT ND,IJORE-.TIW4'ItALFDF..THE MAXIMUM DN-CENIER DISTANCE.111011EST"ANCHOR INSTALLED- - AT LCAST ASAIIGH AS THE DOOR OPENING... - - ! CLOPAY UOES NOi`SUPPLY JAMS ANACHMEIIT:FASTFNF:RS. MINW..W.1 DISTANCE BETWEEN—CENTER—.OF,ANCt!OR.AND EDGE-OF CONCRETE,-9LOCK:2-1/2"';!£XCLLI0IU0"STUCCO iHICKNESS. • .12 GA. MIN. GALV, STFEE. BOTIOM 9RACKET ATTACHED 1111111'(2) AT14X5/8."=SHEET METAL" SCREWS. , ALUMINUM EXTRUSION&-VINYL WEATHERSTRIP TAL SCREWS #14X5/8"%SHEET'}d£ ELT(]hI-A-A (SID E VitJ)HAA?/C2Ar 0 0 ! t k: op p p I' SHORT GPANt,t. P IL-2 F)CD,3UC - # 1/4"0/4- SELF (,(Iraie PANF.4 PniJ-2F S TAPPING.SGRF.WS. `tl DESiGrI LOAOS:'t36.(1 P S F & -4i 0 f,5.F. OF W ' _ tllE.T_t.QAP9J_ 54 I'+S F .ki - PART Iv0_.: _N/n �', '.14 Gn. END rliR(iES� 1 GA MIN) INTERLI_DAT uams STala4 oa,.dlcd Clopay. R565 D:,xa R�ulevord Q•, - Q/ ( i E.,HINGE `.WINULIIAli RTTING ' n'c P + _ i R" IF r" TOLEIcA11Ck5 0.4 Uasou OII 9SO4O USA ( 7� Fl\O, \ YGVf_ )l S4�_ D c 3.0}t f edatlr Canq M Fai NP.513-7'7P-1c73! W lJ. D P 3"G T "A --:000=•.3 DO5; OESCFW)tON. 2'ST'_EEL VAN UOOk ln2'Vl (SF.E TABLE_FOR MODELS) ,.coo i)RAWN 6Y 6H' DATE n/ B 72`GH DESIGN CNGINFEP• m,OGt T l LE HT• DwG.1D O-S'ccs $1/2"., CHECKED BY: SM DATE: 1 t/0/12 SI ILCT_3 OP 4 SIZE E� ' SCOTT HAH11TDN P.E ''•U4T<44;141a OI»w.l+c " FLORIDA k,LOEt?G'n� o ,6 _ UwENnOI+s�R[m INcrEs. IfVVG._ NO:: 104%IJ-A/B ' _ VER: IBC . Y ,-....,rM.wr a....».r..t:��:, _��:�..,�.•.....,,.. x( � •,a.«..axa�.,# k,• .)'_ms s>:a- L r.- - _is 'CLASSIC' RAISE➢ PArlEL EMBOSS DOORS 'CARRIAGE HOUSE"RASED.PANEL EMBOSS DOORS. SHEET, -REVISIONS MOBELC 'Z4 GAT 25 GA 25 GA .c4 GA MLl➢C.LS. - r 9 GA 4. OF 4�REV,. N0: LONE: �pXTE:, ECN�NO. APPVD: � OESCRII:IION ' CLOPAY 84A, 94 73; 75 ,76, 75L 98 CLOPAY 'GALLERY' G➢SS, GRSS 03' SH .SEE REVISION HISTORY ON SHEET ONE. IDEAL 4RST . 6RST r'-R5T 24. r HOLHES'•ARTISTRY ARSS -- tiOLHES, aII, 48D 42 42B: IDEAL 'CARRIAGE-HOUSE'" - EDSS ' SHOP,T- LONG Sri: SIT(1RT PANEL LJ, HORIZONTAL TRACK SUPPORT.RY `DOOR INSTALLER(10"SUIY •NOTTEL'TRACK CONHOUAT10N AE➢OTV T'Tt tE arDOOR COUNIERRAUJNCE%YSTEM DDOR OPENING DOES HOT'AFFCE �,p�yy CONF'IGURA'IIDN - DOOR DOOR'.; OP TO AOD 1 BS:, 1VIHU LOAD RIMING OF 110S•DOOR• - HEIGHT 1" 13 GA GALV.'STEEL FLAG.BRACKET ATTACHED TO 7 -_ iC DOOR OVERLAP(EACH.SIDE)-- ` JA1J0•aNi1t (3)_5/t6"-X�1-5J8'LAG SCREWS -�_-pa 6 STOP.MOLUNG BY DOOR INSTALLER(TO•SUIT)_. . ANO 10 TRACI(LVItH'(2)'A/4`RNE7S. -,P .2x8 SYP WOOD JAMB.SEE r: 16 GM GN.V. STEEL;EN),STILE. - 2 '('F�C;C�^ONFIGUP"AT10 4. '- - 8•-0• '"JAMB PREPARATION NOTE /f 18'OA_.CALV,STEEL DOUBLE ENO'S1X.Et.-J . s" fJCQP.S UP T4'AOD I pf", s - rS RODE SPACING.NTE 14"O.C:, - 8-6- 94 - .'r. ( 20"GA..Mtt4 GALV,!STEEL RITERM.5RL E. . -`Nr�:ti a - 18 GA;CALV.STEEL INTER, - - 2-1/2"X. GA GAil%STEEL` - ❑ - HINGE FASTENED TO CENTER `f�' 2'-GALY.•STEEC TRACK, T - TW;C¢'B.RACKF.TS F'ASTEIIED TO �ST1LE W/(4)EACH+J14x5/B'TRACK-THICKNESS:0.083. 111='.L18y IVOOO JAMBS WITH S/6-X I-3/R' } -0 SHEET METAL SCREWS. o }•-0 -LAG-SCREWS NOT TO EXCEED 14` ON-CENIER.A.ON. OF(9)IAG 7/16'LD. ROUND v cL•. �. ••)g SCREWS REBUKED.PER JAV3. PUSH HUT' a FASTENER, 12�6 tad" 2 CALVE STEEL T)lACll FASTENED TO 38"' r TYP:2 1/2 X 12.GA GALV. 1 - " 12 GA,GALV STEEL TRACK BRACKETS � 14 GA GALV.STEEL-ROt LER HINGES-FASTENED,TO END.611LES W/(4)EACH 114x5/61, -, SIEEL TRACK,HP.ACKE15.. - 17 •8' VAT"EITHER(2) 114"M RY:'ETS OR ,SHEET METAL SCRCVS-AND(2),1/4,7-SELF'TAPP11tG SCRF.VtS',PF.R END'HINGC. ATTACHED TO.JAMB=H(1)' 14-0 l[Iq". (1)-1/4"X 5/8'BOLT a.NUi PER - '' =24" 5/16 X 1-5/8,"LAG SCREW PER - -6`'•1 TRACK BRACKET. 2`BIA.7-1/2`�LONG-STELL'10;.DALL,STEEL ROLLER WITH STEEL AR:NYLON TIRE: TRACK BRACKET'. - - 5�"k<170 -•3-1/2" I - SEC110N...4,=C - L1tR'ORACKET(2-1/2"`x.5-3/4 K 1Z(A) _ ,PS.FPARATIDN OF ,I,V.(L2$`BY'-O7HERR' AITACHED 1tITH(2) 114',x.3/4"'SEEP:TAPPING. ' SCREW& NOTE THAT I,HR BRACKETS ARE ALSO USED WITH'DOUBLE END*STILE'A5 SHOWN IH ,', TRACK t` 1�,_,P.A71ON, iLTEr TRACK CONFIOVRATION ABOVE THE.- - - ZONE 0-3 SIIECT 1. "R,{[S>,I_ POOR OPENNG-DOTS.NOT AFFECT THE' ' DOORS °00 LRS'AND OVER. .:WIND LOAD-RrilING OF.THIS DOOR: - ,�A':3B L'OWFIGURATfOJ-•! rI }y(»;R TTgr r "CENTER.HANG REOURED FOR DOORS 800 1,69�ANU OVER, }pTV HF.AORUgI;L;Qt?DLSy - 000R5�R W,HIGH. I (AVAIL, FOR BOTH 2-AND 3"'TRACK) - _ 1 DOUBLE HORIZONTAL. I'DOOR OVERLAP(EACH SIDE)-- -•• '"TRACK 24:SYP WOOD JAMB,-SE'E _ r STOP MOULDING.BY DOOR'NJTALLER(70'SUI'T), , GALV.TAPERED STEEL'TRFCK-AND-ANGLE.TRACK .-JANtl:PRWAR410N NOTE=ems• ^. !—15 GA.•GALV. STEEL.END SULE. 'TMCi0iE55:'0.101'.ANGLE iHIG1(NESS:008D'. I{ORI201J1AL'iRACK T ;(f TB GA GALV.STEEL,DOOBLF END STILE, - LiLY,,ANGLE DIMENSIONS 3-IJ4 x 2-7/B SUPPORT'RY DOOR 0 OA.MfN.GALV. STEEL INTER. -STILE_ :T K•iSiPLLL'Ib UfaSufl), ,'� `�VERTtCAL/HORIZONTAL TRACK 14'•MAU TM SPACING - HINGE, FMV STEEI:�CENT 3••I/4'x,2�•7J8"'h11N,x-0.C8G TAPFRcD / - HINGE FASTENED TO CENTER,'n{ dUHCfION, TYlO I/4'BOBS FRO IA t.Tbt MOUNTING ..✓ w ' ANGLE..SEE LAG BOLT V.6UNTING.DELON• r.'r STILE YJ 4 EACH Y4x5 8"&NIBS FOR EACH TRACK, .SLOT TO TRACK JUNCTION' III @ / '�. •.-,-.......__-..-.....--._-• /r 7/I6 .0, UNO'SHEET METAL.SCRI_WS. . - AfIIIII aNAC M0UTJ1i14C:1.OT5. r PUSH HILT t FAVENER, ' -0.101"TIACK 3--GALV.-STEEL TRACK FASIENED� 14 CA.',(:ALV.SIEEL ROLLER IIINGES FASTENED TO ENO HA&f?i7j7i ° 12"-ON CENTER. TMFRED To TMLG EEDLVI -DtIE TRACK AAA DJOEO T SA p(2) 1J4'SELF TAPPING SCR�YS PEER EtiOrPNT METAL 6E. �l .NUT ATEACtt MOUNTING SLOT. DIA.8=1J2'LONG.STE1.I BALL BEARING STEEL ROLLER. - :` B "DB��•' u - .SFF.TIOlI C-C MANUFACTURING PRODUCT CODE .. �/ 'A `y}- • FIE.J('TRACK DCI,7 AM 14UT AT F1.CN. PREPARATION OF JAMF:.-RY rOTHf:72S SHORT"PANEL: PAN-2Fd 53 'b�, T✓ Zw �j Ir IJWN7INC-SLOT LOCATKIN, - �-�„•�•-• _C PAtJEL: PAN-2FT56 - DESIGN LOADS: •}•36,0 P.5;F;.,Sc -42,0 P,S,F. A� '�S STALE OP' :IG� O'DUR R11CAL T EST LOADS: +54 .SF. =B .O P.r.F. PART.NO.: N/A FlEIGHT TRAT,K LENGTH Unlcaa SWlcd Olho.arr 8585-Duke Bdutevoid WINDLOAD RATINGT'•-D" nTOLEfta.NCES Mosdn,B(I 45040 irA -/6 .D.P36T paY. '.Tp,Ro.613=77ti-d6lN) ',!Y•'1 .0 =.3.031Rcdds Cwr:. For No.513-77a-163\\ l0" q�_ • q n ONt. S/IG-4.1-5J8"lAG SCREW SPACr,O AT THE SETTEE L`0 a 1'.015 DESCRIP71GPt: 2'SIEEL PAN p0(JR$.1u"'2lV (SEETABLE FOR MODEL$) DISTANCES AS'TItE TRACK BOLTS(If 3-1,/2", 10',;22",•34 000 � i.005 2" •"'---• - 46', f:TC.).- AI101114NAL,LAG SCREWS L.00AIED AT 1S',T6',,-• d0'FfiOM•80TIOL1, TWD LAG SCREVTS taSD LOCATED ABOVE tlagoe m'3'OP DRAwN E+Y: SH _ DA E: 11/18/1 SCALE: NTSzJ122- 4n (3'!:-SH T 11 20/12 SHEET. 4 OF 4 SIILE J SCOTT;.HrVdILT01J. P E.: �" - VEHTICAL/HORIZONTAL TRACK JUNCTION. J � Vmrtas SICMd OthMwbc" ...�..•-..,,.,_,,....,,,........................«...,,,. 'LORID.1 LICENS No (t,'S $,[i M,-,- _ rH `L-ime ;115 A9E IIIIR.vxHEEs.OWGi NO.: '�(1''0��'1((7 O-AA/B�j_ ��QQ��(V��ERR: IBC n (G��[��'�I( 2 [J�L iREDW'ROiJV V U Q I� FJ UI ITV V 1 11 LLB 1605450 Florida Building Code Online File C®, Page 1 of 4 SCIS Home ( Log In User Registration Hot Topics ' Submit Surcharge Stats&Facts Publications I Product Approval ' .USER: Public User �sr.au�t Product Aonroval Menu > Product or Aoolication Search >Aoolication List>Application Detail -� � FL # FL15332-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 (717) 365-3300 Ext 2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Re Florida Professional Engineer L_ Evaluation Report - Hardcopy R Florida Engineer or Architect Name who developed Luis Roberto Lomas the Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation and Manager Quality-Assurance Contract Expiration Date 12/31/2017 Validated By Steven M. Urich, PE file:///C:/Users/brian/AppData/Local/Temp/N8C5NEDV.ht n 4/17/2017 Florida Building Code Online Page 2 of 4 ti %' Validation Checklist - Hardcopy Certificate of Independence FL15332 R3 COI FLCOI.pdf Referenced Standard and Year (of Standard) Standard ! AAMA/WDMA/CSA 101/I.S.2/A440 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/29/2015 .Date Validated 10/30/2015 Date Pending FBC Approval 11/01/2015 Date Approved 12/15/2015 Summary of Products FL# Model, Number or Name Description 15332.1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM ! REINFORCED Limits of Use Installation Instructio Approved for use in HVHZ: No FL15332 R3 II 08-005- Approved for use outside HVHZ: Yes Verified By: Luis Robert( Impact Resistant: No Created by Independent Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R3 AE 51080 PRESSURE RATINGS Created by Independent 15332:2 SERIES 420 ALUMINUM SGD' SERIES 420 ALUMINUM ! REINFORCED Limits of Use Installation Instructio Approved for use in HVHZ: No FL15332 R3 II 08-004` Approved for use outside HVHZ: Yes Verified By: Luis Roberti Impact Resistant: No Created by Independent Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R3 AE 51080 PRESSURE RATINGS Created by Independent 15332.3 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM ! REINFORCED 145-3/4"x96" Limits of Use Installation Instructio Approved for use in HVHZ: No FL15332 R3 II 08-022, Approved for use outside HVHZ: Yes Verified By: Luis Roberti Impact Resistant: No Created by Independent file:///C:/Users/brian/AppData/Lo'cal/Temp/N8C5NEDV.htm 4/17/2017 Florida Building Code Online Page 3 of 4 Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R3 AE 51296 PRESSURE RATINGS Created by Independent 1533.2.4 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM REINFORCED 96"x96" Limits of Use Installation Instructio Approved for use in HVHZ: No FL15332 R3 II 08-022• Approved for use outside HVHZ: Yes Verified By: Luis Roberti • Impact Resistant: No Created by Independent Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R3 AE 51296 PRESSURE RATINGS Created by Independent 15332.5 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM REINFORCED - Limits of Use Installation Instructio Approved for use in HVHZ: No FL15332 R3 II 08-022 Approved for use outside HVHZ: Yes Verified By: Luis Roberti Impact Resistant: No Created by Independent Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R3 AE 51297 PRESSURE RATINGS Created by Independent 15332.6 SERIES 420 REINFORCED SERIES 420 REINFORCEI ALUMINUM SGD 96"x96" Limits of Use Installation Instructio Approved for use in HVHZ: No FL15332 R3 II 08-004, Approved for use outside HVHZ: Yes Verified By: Luis Roberti Impact Resistant: No Created by Independent Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R3 AE 51080 PRESSURE RATINGS Created by Independent 15332.7 SERIES 420 REINFORCED SERIES 420 REINFORCEI ALUMINUM SGD Limits of Use Installation Instructio Approved for use in HVHZ: No FL15332 R3 II 08-005, Approved for use outside HVHZ: Yes Verified By: Luis Roberti Impact Resistant: No Created by Independent Design Pressure: N/A Evaluation Reports O TO APPROVAL DOCUMENT FOR DESIGN FL15332 R3 AE 51080 ESSURE TI S Created by Independent 15332.8 SERIES 430/440 ALUMINUM SGD SERIES 430/440 ALUMIN REINFORCED Limits of Use Installation Instructio Approve r use in HVHZ: No FL15332 R3 II 08-005 ed for use outside HVHZ: Yes Verified By: Luis Roberti Impact Resistant: No Created by Independent Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R3 AE 51080 PRESSURE RATINGS Created by Independent 15332.9 SERIES 430/440 REINFORCED SERIES 430/440 REINFO ALUMINUM SGD 143"x96" file:///C:/Users/brian/AppData/Local/Temp/N8C5NEDV.htm 4/17/2017 Florida Building Code Online Page 4 of 4 ' Y Limits of Use Installation Instructio Approved for use in HVHZ: No FL15332 R3 II 08-005 Approved for use outside HVHZ: Yes Verified By: Luis Roberti Impact Resistant: No Created by Independent Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R3 AE 51081 w PRESSURE RATINGS Created by Independent i Back N..t Contact Us:: 2501 Blair Stone Road,Tallahassee FL 32399 Phone: 850-48 The State of Florida is an AA/EEO employer.Cooyriaht 2007-2013 State of Florida. :: Privacy Statement::Ac Under Florida law,email addresses are public records.If you do not want your e-mail address released in respo electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any question Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S. must p they have one.The emails provided may be used for official communication with the licensee. However email add supply a personal address,please provide the Department with an email address which can be made available to the Chapter 455,F.S.,please click here . Product Approval Accepts: Credit Car ' safe i file:///C:/Users/brian/AppData/LocaYTemp/N8C5NEDV.htm 4/17/2017 REVISIONS REV DESCRIPTION DATE APPROVED A ADDED CHARTS 03/D6/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. NOTES: C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. D REVISED INSTALLATION DETAILS 08/05/15 R.L. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO = OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS-SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA, 33KS1 OR ALUMINUM 6063—T5 1/8" THICK MINIMUM 15. APPROVED CONFIGURATIONS: XIX. SIGNED: 10/26/2015 MI Wls OOLAKESIDEWS DPDOOvRY LLC `\,`N lRII.`O FLOWER MOUND, TX 75028 •��GENs�9Ji�'�. TABLE OF CONTENTS SERIES 430 SGD o 51 *T 143" x 80" NON REINFORCED SHEET NO. DESCRIPTION NOTES ��, TAT OF• wt4` 1 NOTES DRAWN: DWG NO. REV 3 2 9 INSTALLATION DETAILS SCALE NTS DATE 02/23/09 08SOOET 1 OF 9 0 r REVISIONS 143" MAX FRAME WIDTH REV DESCRIPTION DATE APPROVED SEE CHART #3 FOR A ADDED CHARTS 03/06/12 R.L. NUMBER OF LOCATIONS B REVISED PER NEW TESTING 10/15/13 R.L. REQUIRED C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. 6" MAX 17"MAX 6" MAX D REVISED INSTALLATION DETAILS 08/OS/15 R.L.` I O.C. r ' 6" MAX CHART#T WHERE WATER INFILTRATION RESISTANCE IS REQUIRED SEE NOTE 9 SHEET 1 / Design pressure chart(ps0 17 MAX Frame Single Panel and Total Frame Width(in) 8011 D.C. X I V Height 30.0 36.0 42.0 47.7 MAX /� (In) 1 90.00 108.00 126.00 143.00 FRAME Pos Neg Pos Neg Pos Neg Pos Neg HEIGHT � � 80.0 40.0 54.9 40.0 48.0 40.0 1 43.2 40.0 1 40.0 CHART#2 .L- WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED SEE NOTE 9 SHEET 1 6" MAX Design pressure chart(psn Frame Single Panel and Total Frame Width(in) SERIES 430 XIX SGD Height 30.0 36.0 1 42.0 47.7 EXTERIOR VIEW (in) 90.00 108.00 126.00 143.00 Pos Neg Pos I Neg Pos Neg Pos I Neg DESIGN PRESSURE RATING IMPACT RATING 80.0 54.9 1 54.9 48.0 1 48.0 1 43.2 43.2 40.0 1 40.0 CHART#3 ±40.OPSF NONE Number o1 anchor locations required SEE CHARTS#1 AND#2 FOR OTHER UNITS RATINGS Frame Single Panel and Total Frame Width(in) Height 30.0 36.0 1 42.0 1 47.7 (In) 90.0 108.0 126.0 143.0 m H8S Jab H&S Jamb H. Jamb H65 I Jamb 80.0 6 1 5 7 1 5 8 5 9 1 5 SIGNED: 1012612015 MI WI OOOLAKESID D PARK LLC \`\`J\SU9 FLOWER MOUND, TX 75028 `�••��GEN5;�.9�,i� SERIES 430 SGD =*+ 0 61 *=' 143" x 80" NON REINFORCED ELEVATION STATE OF ; ` DRAWN: DWC NO. REV t.S'cL0R1DF. P SCAALE NTS DATE 02/23/09 08 SHEE5220F 9 D REVISIONS 1/2' MIN. REV DESCRIPTION DATE APPROVED EDGE DISTANCE A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. 1 3/8" MIN. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. WOOD FRAMING EMBE MENT OR 2X BUCK D REVISED INSTALLATION DETAILS 08/05/15 R.L. BY OTHERS 1/4" MAX. SHIM #10 WOOD SPACE 1 3/8" MIN. 1/4" MAX. SCREW EMBEDMENT I r SHIM SPACE 1 1/2" MIN. INTERIOR EDGE DISTANCE ❑ EXTERIOR INTERIOR SILL TO BE SET IN ❑ ❑ A BED OF APPROVED #10 WOOD SEALANT SCREW WOOD FRAMING OR 2X BUCK BY OTHERS #10 WOOD EXTERIO 1 3/8 MIN. R " SCREW EMBEDMENT WOOD FRAMING JAMB INSTALLATION DETAIL OR 2X BUCK WOOD FRAMING OR 2X BUCK INSTALLATION BY OTHERS 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 10/26/2015 MI WINDOWS 00 LAKESIDE PARKWADOORSY LLC \\`\�\�tiR �•�o 4,//// FLOWER MOUND, TX 75028 ,`v•*.\GENs.'.9`n'% SERIES 430 SGD *� oy�OF *` NOTES: 143" x 80" NON REINFORCED (� — 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, FRAME INSTALLATION DETAILS ' STANOT SHOWN FOR CLARITY. � 4l� DES2. �GNEDINACCORDANCEWITHASTME21,RIMETER AND JOINT SEALANT BY pSTOBE DRAWN: DWG NO. REV pR10R; SCALE NTS DATE 02/23/09 08 SOHE OE5320F 9 D //�/S/OItIAl11 ?\\\\ Ar REVISIONS 3/4" MIN. REV DESCRIPTION DATE APPROVED METAL EDGE DISTANCE A ADDED CHARTS 03/06/12 R.L. STRUCTURE 1/4" MAX. B REVISED PER NEW TESTING 10/15/13 R.L. BY OTHERS SHIM SPACE C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS O8/05/15 R.L. -� 1/4" MAX. SHIM SPACE 3/4" MIN. #10S OR EDGE DISTANCE INTERIOR SELF ❑ SELF DRILLING LLING T" SCREW tzll EXTERIOR INTERIOR #10 SMS OR r=-E SELF DRILLING SCREWS SILL TO BE SET IN ' A BED OF APPROVED #10 SMS OR SEALANT SELF DRILLING �o SCREW La METAL STRUCTURE METAL BY OTHERS EXTERIOR je STRUCTURE BY OTHERS JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION 3/4" MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION SIGNED: 1012612015 MI WIND1900oWS LAKESID D DOOPARKWAY LLC \\\\�`s 1g II.L0 /.��i FLOWER MOUND, TX 75028 ��.���EIVS�?��� NOTES. SERIES 430 SGD 1.INTERIOR AND EXTERIOR FINISHES.BY OTHERS, 143" x 80" NON REINFORCED — NOTSHOWNFORCLARITV FRAME INSTALLATION DETAILS oTATE OF 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE 0. 4 � DESIGNED IN ACCORDANCE WITH ASTME DRAWN: DWO NO. REV2112 F.A. 08-00502 D '/��sLSIpNAL�CIG\\\ SCALE NTS DATE 02/23/09 SHEET OF 9 41 REVISIONS 2 1/2" MIN. REV DESCRIPTION DATE APPROVED EDGE DISTANCE A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. 1 1/4" MIN. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. a a. • 1 1/4" MIN.EMBEDMENT /4"EMBEDMENT MAX. D REVISED INSTALLATION DETAILS 08/05/15 R.L. • .. ' _ 1 CONCRETE/ °' •, r SHIM SPACE MASONRY BY OTHERS OPTIONAL 2 1/2" MIN. ° 1X BUCK EDGE DISTANCE a To BE INTERIOR ❑ ❑ PROPERLY 1/4" MAX. SECURED SHIM SPACE SEE NOTE 3 3/16" TAPCON SHEET 1 3/16" TAPCON CONCRETE/MASONRY a BY OTHERS 1U1 EXTERIOR INTERIOR EXTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT JAMB INSTALLATION DETAIL 3/16" TAPCON OPTIONAL 1X BUCK CONCRETE/MASONRYINSTALLATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 MASONRY/ CONCRETE BY OTHERS a NOTES: 1 1/4" MIN. 1.INTERIOR AND EX7ERIOR FINISHES,BYOTHERS, °•' EMBEDMENT NOT SHOWN FOR CLARITY. f 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 VERTICAL CROSS SECTION 2 1/2" MIN. CONCRETE/MASONRYINSTALLATION EDGE DISTANCE SIGNED: 10/26/2015 MI W19000LAKEs D D PDOOWR Y LLC SllR IIL/o I/,�� FLOWER MOUND, TX 75028 v.��OFtv'§ SERIES 430 SGD *• Q 51 k= 1 RA x 8S NON REINFORCED =� AT OF FRAME INSTALLATION DETAILS ��• TAT Of DRAWN: DWG NO.F. REV �0��•'OCOR��P����\ SCALE NTS DATE 02/23/09 08 SOOE5LOF9 0 Al1 �C��\\ REVISIONS 1/2" MIN. REV DESCRIPTION DATE APPROVED EDGE DISTANCE A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. 1 3/8" MIN. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. WOOD FRAMING EMBELMENT OR 2X BUCK D REVISED INSTALLATION DETAILS08/05/15 R.L. BY OTHERS 1 3/8" MIN. 1/4" MAX. 1/4" EMBEDMENT I SHIM SPACE MAX. SHIM T #10 WOOD SPACE 1/2.. MIN. INTERIOR SCREW EDGE DISTANCE El EXTERIOR INTERIOR ❑ s ❑ #10 WOOD SCREW ElSILL TO BE SET IN #10 WOOD A BED OF APPROVED SCREW SEALANT EXTERIOR WOOD FRAMING OR 2X BUCK WOOD FRAMING BY OTHERS OR 2x BUCK JAMB INSTALLATION DETAIL BY'OTHERS WOOD.FRAMING OR 2X BUCK INSTALLA TION 1 3/8° MIN. EMBEDMENT 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 1012612015 MI WINDOWS AND DOORS LLC \01111lU11//Z 1900 LAKESIDE PARKWAY `����5 R•.L p41 FLOWER MOUND, TX 75028 v•*\GENS*-lc+'S- NOTES: SERIES 430 SGD *+ o 51 1.INTERIOR AND EXTERIOR FINISHES.BY OTHERS, FLAN E INS80" NON REINFORCED � NOT SHOWN FOR CLARITY FLANGE INSTALLATION DETAILS ATE OF 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE DRAWN: DWG N0. R .A P o •i,�� F.A. OB-00502 D /� s/l1IIONp� NAtORI DESIGNED INACCORDANCE WITHASTME2112 /� SCALE NTS DATE 02/23/09 SHEET 6 OF 9 II I 111 REVISIDNS REV DESCRIPTION DATE APPROVED 3/4" MIN. A ADDED CHARTS 03/06/12 R.L. EDGE DISTANCE r METAL I 8 REVISED PER NEW TESTING 10/15/13 R.L. STRUCTURE C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. BY OTHERS 1/4" MAX. D REVISED INSTALLATION DETAILS 08/05/15 R.L. F SHIM SPACE 1/4" MAX. r SHIM SPACE 1 3/4" N. #10 SMS OR EDGE DISTANCE INTERIOR SELF DRILLING SCREW EXTERIOR INTERIOR #10 SMS OR SELF DRILLING SCREWS SILL TO BE SET IN ❑ 'Y i? A BED OF APPROVED SEALANT #10 SMS OR METAL SELF DRILLING STRUCTURE SCREW BY OTHERS EXTERIOR METAL JAMB INSTALLATION DETAIL STRUCTURE METAL STRUCTURE INSTALLATION BY OTHERS. 3/4" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION SIGNED: 1012612015 MI WI OOOLAKESID D PARK Y LLC `\\ o /Z/�i/ FLOWER MOUND, TX 75028 1\v••�\G�NSF:9s�� NOTES: SERIES 430 SGD it- 0, 51 �c 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, 143" x 80" NON REINFORCED NOT SHOWN FOR CLARITY. FLANGE INSTALLATION DETAILS ��OOTATE OF DESIGNED INA CORDANCEWITHASTM2112STOBE DRAWN: DWG N0. REV i�'�FS;:cCORlap G\�\ F.A. DATE 08 500E502 //S�ONA`1Ea\\\\ NTS 02/23/09 7 OF 9if REVISIONS CONCRETE/ 2 1/2" MIN. REV DESCRIPTION DATE APPROVED MASONRY EDGE DISTANCE A ADDED CHARTS 03/06/12 R.L. BY OTHERS B REVISED PER NEW TESTING 10/15/13 R.L. n °• ' C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. n� 1 1/4" MIN. c OS EMBEDMENT. D REVISED INSTALLATION DETAILS OB 15 R.L. e .• 'a.a . ' n' <� 1 1/4" MIN. 1/4" MAX. / / EMBEDMENT �I SHIM SPACE OPTIONAL MIN- v° 1X BUCK EDGE DISTANC - c To 6E INTERIOR PROPERLY SECURED 1/4" MAX SEE NOTE 3 SHIM SPACE SHEET 1 3/16" TAPCON 3/16" TAPCON ❑ ❑ EXTERIOR INTERIOR o ❑ '' " ❑ CONCRETE/MASONRY BY OTHERS 3/16" TAPCON a EXTERIOR SILL TO BE SET IN A BED OF APPROVED ° SEALANT JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRETE/MASONRYINSTALLATION TO BE MASONRY/ SECUREDROPERLY CONCRETE SEE NOTE 3 SHEET 1 BY OTHERS Fe < n � NOTES: ' - 1 1/4" MIN. 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, EMBEDMENT NOT SHOWN FOR CLARITY. % n 'a 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 VERTICAL CROSS SECTION 2 1/2" MIN. CONCRETE/MASONRYINSTALLATION EDGE DISTANCE SIGNED: 70/26/2015 MI WINDOWS 00 LAKESIDDPARKWA LLC \\\\�\511¢IILo FLOWER MOUND, TX 75028 �w•'�GENS • V F• _ SERIES 430 SGD —>Ar• py�57 *= 143" x 80" NON REINFORCED FLANGE INSTALLATION DETAILS ^q0, TAT OF eV DRAWN: DWG N0. REV '�O�\- FCORIaP' SCALE NTS DATE02/23/09 08 SHEE5820F 9lilt L, t REVISIONS REV DESCRIPTION DATE APPROVED A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. 1 MIN. EDGE GE DIST. D REVISED INSTALLATION DETAILS 08/05/15 R.L. TRIM d d 1 1/4" MIN. INTERIOR EMBE�D-MENT MASONRY/CONCRETE I BY OTHERS 1X BUCK BY OTHERS, HOOK STRIP=�- 1X BUCK TO BE 3/4" MIN. METAL STjSTRIP PROPERLY SECURED EDGE DISTANCE ❑ B 3/16" TRIM TAPCON EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRY/CONCRETE HOO #10❑ SCR SELF DRILLING SCREW PANEL 1/2° MIN. EXTERIOR INTERLOCK �r EDGE DISTANCE HOOK STRIP INSTALLATION METAL STRUCTURE INTERIOR TRIM :ITIEMB�EDMENT / MIN. HOOK STRIP�- ❑ WOOD NOTES: SCREW 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, NOT SHOWN FOR CLARITY. 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE EXTERIOR PANEL INTERLOCK DESIGNED IN ACCORDANCE WITH ASTME2112 HOOK STRIP INSTALLATION SIGNED: 1012612015 2XBUCK/WOODFRAMING MI WINDOWS AND DOORS LLC ��`1111!I//� 1900 LAKESIDE PARKWAY \����\S R. - 0 i//� FLOWER MOUND, TX 75028 v+ GElVSF9cP/% SERIES 430 SGD *+ 0' 61 *= 143"•x 80" NON REINFORCED j�� HOOK INSTALLATION DETAILS o TAT of DRAWN: DWG NO. REV O��•'�COR1�Q:•��'��� SC.AEDATE 08 500E502 D MA 1 NTS 02/23/09 9 OF 9