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HomeMy WebLinkAboutProduct Approval ktt�3 ct�C„ ,,, Nk '�'�S.•. " , d r kw 1 .� l^wa1, S p� i `t $n✓kh�d'4x'+uYrtfLt�'Y!' ��itE-��''`iiy8'1„i'ts.`Y£'t f� F}vP ePrESiz II x v�. t y3 .�@y�• ao- { Pgti$* U- E { -. f s r�f+yFtrs,•u'�`t=�R:`.�1j:�7.?v�".s5.x.:t�(ea ;�.�. •..�.<�,t:1.,..,.1.�.+.-Y- zcRECEIVED �C;�"�tf'++."�� �--•--E:'"-"� �3 it SCIS Horne Log In User Registration Hot TO 6 Submit Surcharge Stats&Facts Pub ications- FBC Staff ; BCIS Site Map Links Search FEB 13 2019 Product Approval 1 - USER:Pubiie Use, 5T. Lucie County, Permitting • {7rcgr:�A;{ roxsl mi%w >Application Oetail rx �rA FL# FL16107-R10 Application Type Revision Code Version 2017 Application Status Approved :. Comments Archived Product Manufacturer Clopay Building Products.Company Address/Phone/Email 8585.Duke Blvd. Mason,OH 45040 (513)770-6062 Mwesterfield@clopay.com Authorized Signature Scott Hamilton shamliton@clopay.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies J Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Scott Hamilton the Evaluation Report Florida License PE-63286 Quality Assurance Entity Intertek Testing Services NA,Inc.-QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By Gary Pfuehler Validation Checklist-Hardcopy Received Certificate of Independence FL1610"s 0 :C, t grtr'ir»'io• nF Indexnder .__F Val''+dollen n i Gary Pfl-hidJ.E 4f n 111'ependence of yvpl;�la lon En> 5:cotti-lamiiton 120»24.12df Referenced Standard and Year_(of Standard) Standard Year ANSI/DASMA 108 2005 ANSI/DASMA 115 2005 ASTM E1886 2005 ASTM E1996 2009 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect F! tLa,r7 R'0 E-�iiy 7017!1809-FBC DASF7A-=ri`4.e-^uro..df r'06107 rc10 Ecuiv 2G's'0 ,_FBC,= RS.M _= q-'iv_X f" Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/10/2017 Date Validated 08/14/2017 Date Pending FBC Approval 08/16/2017 Date Approved 10/10/2017 Summary of Products Go to Page 43 Page 1/30 0: FIL# Model,Number or Name Description .16107.1 01 W6=16 DSIE-1F171:4300, Double-skin Insulated EPS(exterior skin 27 ga.min.;interior 4301,4310, HDG,HDGL,HDGF,66, skin 27 ga,min.)Double-Car(9'2"to 167'wide) 66G,67,67G,68,SP200,SF200, WIN.DCODE®'W6 Garage Door SE200,6200,6201,6203 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1oiQZ R7.0 II 104724-A-Rev03-signed.ndF Approved for use outside HVHZ:Yes verified By: Scott Hamilton FL PE 63286 Impact Resistant:Yes Created by Independent Third Party:No Design Pressure: t38 PSF/-42 PSF Evaluation Reports other:Max.Wind Speed(V_ult): 170 MPH.Solid doors or FL]6107 Rill AE CE3wG_._2i212 A.udf doors with optional impact-resistant glazing are impact- Created by independent Third Party:No resistant(large missile impact). 16107.2 02 W6-16 DSIE-1F171: 4300, Double-skin Insulated EPS(exterior skin 27 ga.min:; interior 4301,4310;HDG,HDGL,HDGF,66, skin 27 ga. min.)Double-Car(9'2"to 16'2"wide) 66G,67,67G,68,SP200,SF200, WINDCODEO W6 Garage Door SE200,6200,6201,6203 Limits of Use Installation Instructions Approved for use in HVHZ; No FL1 i_x7 7.L ii iu4:'2a•1`3-kev03 signed.odf Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 632.86 Impact Resistant:No Created by Independent Third Party: No Design Pressure:+38 PSF/-42 PSF Evaluation Reports Other:Doors with standard glazing meet the wind load FL16107 R20 AE C6PC 12;212 A.odf requirements of the building code but DO NOT meet the Created by Independent Third Party.No impact resistant,requirement for windborne debris regions. 1.6107,3 .. 03 W6-16 PAN-2F153: 73,.75,84A, Steel Pan(min.25 ga.)Double-Car(97"to 16'2"wide) 94,42,48,42Bi 48B,4RST,611ST, WINDCODE@ W6 Garage Door with Optional.Impact-- GDSS,GRSS,ARSS,EDSS 'Resistant Utes. Limits of Use Installa ion instructions Approved for use in HVHZ:Yes FL16107 RIC 11. 104710-A-Rey03-sianed,odf ' Approved for.use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 Irripact Resistant:.YesCreated by Independent Third Party: No Design Pressure:+36 PSF/-42,PSF Evaluation Reports Other:Max.Wind Speed(V_ult): 170 MPH.Solid doors or FL16107 R10 .AF LBP( 121=12 A.odf doors with optional impact-resistant glazing are impact- -Created by Independent Third.Party: No resistant(large missile impact). 16107.4 04 W6-16 PAN-21`153: 73,75,84A, Steel Pan(min.25 ga.)Double-Car(9'2"to 16'2"wide) 94,42,48,42B,48B,4RST,6RST, WINDCODE®W6 Garage Door GOSS,GRSS,ARSS,ED5S Limits of Use Installation Instructions Approved for use in HVHZ: No EL161 7. R10 1! 1042-.ij- -Rev03-stoned Q Approved for use outside HVHZ:Yes Verified By:Scott Hamilton FL PE 63286 Impact Resistant:No Created by Independent Third Party:No Design Pressure:+36 PSF/-42 PSF Evaluation Reports Other: Doors with standard glazingmeet the wind load requirements of the building code but DO NOT meet the Created by Independent Third Party: No impact resistant requirement for windborne debris regions. 16107:5 05 W6-16 PAN-2F143: 84A;94,98, SteelPan.(min.24_ga.)Double-Car(9'2"to 16`2"wide) 48,48B,4F,4RST WINDCODE®W6 Garage Poor With Optionai Impect- Resistant Lites Limits of Use Installation Instructions Approved:for Use.in HV HZ:,Yes F 11107 RIO 17 104753-A-RevO2-siqneg,od' :Aporwid .fb 6:AS6 Verified By: Scott Hamilton FL PE 63286 -d-, ruse outside l4VHZ Yes Impact, Resistant:.Yes Created by Independent Third Party:No Design Pressu-re; +38 PSF/-42 PSF Evaluation Reports ;Other.,Max,Wind Speed(V_ult): 170 MPH.Solid doors or F1_!.jEQC7 R1 ___Q_6E C1,BPQj2_L21_L-,A___pAf doors�with o-ptionalis.ipact-resiAa nt gj?qIng.are impact- Created by Independent Third Party:No resistant'(1arge;missile impact). -16107.6 PAN-2F143:84A,94,98, Steel Pan(min.24 ga.)Double-Car(9'2'to 162"wide) I F,4RS7 W.INDCODE&W6 Garage Door Limits of Use Installation Instructions Approved for use in HVHZ:No FLI6107. RIO 411047 53,L-B-Re Approved for Use Outside HVHZ:Yes Verified By:Scott Hamilton FL PE 63286 Impact Resistant:No Created by Independent Third Party: No Design Pressure:+38 PSF/-42 PSF Evaluation Reports Other,Doors with standard glazing meet the wind load !L1_6A)_7 .R_10__AE._.CB.PC U.M-A,nd requirements ements of the building code but DO.NOT meet the -Created by Independent Third Party:No impact resistant requirement for windborne debris regions. 116107.7 07 W6-18 DSIE-1F171:4300, Double-skin Insulated EPS(exterior skin 27 ga..min.;Interior 4301,4310,HDG,HDGL,HDGF,,66, skin 27 ga.min.)16'4"to 187'wide WINDCODE&W6 66G,67, 67G,68,SP200,SF200, Garage Door with Optional Impact-Resistant,Lites SE200,6200,6201,6203 Limits of Use 'Installation Instructions Approved for use In HVHZ:Yes rL1ui07 310 II 1047_91-8.-,Rgt,012ms _jgagg.pol Approved for use outside HVHZ;Yes Verified By: Scott Hamilton FL PE 632.86 Impact Resistant.Yes Created by Independent Third Party:No Design Pressure: +38 PSF/w42 PSF Evaluation Reports Otheri Max.Wind Speed(V_uft): 170 MPH.Solid doors or EL RIO AE QPC _1212I2-_A.pdf doors with optional impact-resistant glazing are impact- Created by Independent Third Party:No resistant(large missile impact). 16107.8 08 W6-19 DSIE-117171: 4300, Double-skin Insulated EPS(exterior skin 27 ga.min.;interior 4301,4310,HDG,HDGL, HDGF, 66, skin 27 ga.min.)16'4"to 187 wide WINDCODE@'W6. 66G,67, 67Q,68,SP200,SF200, Garage'Door SE200,6200,6201,6203 Limits of.USe Installation instructions Approved for use In HVHZ:No Yes Approved for use outside HVHZ Verified By: Scott Hamilton FL PE 6328.6 EL"A Impact Resistant*.No Created by independent Third Party:No Design Pressure,+38 PSF/-42 PSF Evaluation Reports Other:Doors with standard glazing meet the wind load requirements of the building code but DO NOT meet the Created by Independent Third Party:No impact resistant requirement For windborne debris realons. 16107.9 09 W6-1B DSIU-11`171:9200, Double-skin Insulated PUR(exterior skin 27 ga,tnih,;interior 9201,9203,HDP70,HDPF20, skin 27 ga.min.) 16'4"to 18'2"wide WINDCODEOV6 HDPL20,7200,7201,7203,8200, Garage Door 9261,8203 Umft of Use Installation Instructions Approved for Use In HVHZ:Yes. E11-C I_QZ&jQ_L1jfL472-L-&R_PvQ2 gig ��if Approved for use outside HVHZ:Yes : ngpdj Verified BY: Scott Hamilton FL PEE 63286 Impact Resistant:Yes Created by Independent Third Party: No Design Pressure.+38 PSF/-42 PSF Evaluation Reports Other,Max,Wind Speed(V�_ult): 170 MPH.Solid doors or ELI.Q07 RIO AE CBPC_Q!21L-_Ap1 doors With optional impact-resistant glazing are impact- Created by Independent Third Party:No resistant(large missile impact). 16107.10 10 W6­18,DSlU-1F171: 9200, Double-skin Insulated PUR(exterior skin 27 ga.min.;interior 9201, 9203,HDP20',HDPF20, -skin 27 ga.min.)16'4"to 187'wide WlNbdODEp W6 HDPL20,7200,7201,7203,8200, Garage Door 8201,6203 Limits of Use Installation Instructions Approved for use in HVHZ:No &I&AD7_B�Q TL IQ -f R f Approved for use outside HVHZ:Yes -A :5. e Verifled By., Scott Hamiltorn FL PE 63286 Impact Resistant:No Created by Independent Third Party: No Design Pressure- -1-38 PSF/-42 PSF Evaluation Reports Other.Doors with standard glazing meet the wind load &_L011Zjj1O-A-IF Q8Pg__j.j'j?.I2-A_pd requirements of the building code but DO NOT meet the Created by Independent Third Party:No. -impact resistant requirement for windborne debris regions. 1.607AI 11 W6-18 PAN-21`153:73,75,84A, Steel Pan(min,25 ga.)Double-Car(16'4'to 18'2w1d6) '94,42,48,428,48B,4RST,6RST, WINDCODE@ W6 Garage Door with Optional Impact- GD53,GR5S,AR5S,EDSS Resistant Lites Limits of Use Installation Instructions Approved for use In HVHZ:Yes 04 d__DLf Approved for use outside HVHZ.,Yes 7�rffied By:Scott Hamilton FL PE 63286 Impact Resistant:Yes Created by Independent Third Party: No Design Pressure.,+36 PSF/-42 PSF Evaluation Reports Other.Max,Wind Speed(V-uit): 170 MPH.Solid doors or doors with optional impact:resistant glazing are impact- Created by Independent Third Party:No resistant(large missile impact). 16107,12 12 W6-18 PAN-2F353: 73,75,84A, Steel Pan(min.25,ga.)Double-Car(16'4?'to 187 wide) 94,421,48,42B,'48B,4RST, 6RST, ;WINDCODE9.WG Garage Door GD5S,GR5S,ARSS,ED5S Limits of Use installation Instructions Approved for use in HVHZ-.No Approved for use outside HVHZ:Yes Verified By:Scott Hamilton FL PE 63286 impact Resistant,No Created by Independent Third Party: No Design Pressure:.+36 PSF/-42'PSF Evaluation Reports Other:Doors with standard glazing meet the wind load _FL: (:,1Qj7 PJQ .�* CBPC 12_1212-A.prif requirements of the building code but DO NOT meet the Created by Independent Third Party:Yes Impact resistant requirement for windborne debris regions, 3 1 16107.13 1 3 W7-18 PAN-2F143: 84A, 94,98, Steel Pan(min.24 ga.)16'4"to 18'2'wide WINDCODE6 W7 I W 48,48B/4F,4RST Garage Door with Optional Impact-Resistant Lites Limits of Use Installation Instructions Approved for use in HVHZ.Yes &10 It 104&,?-RF?vQ2-s%11ned.pdI` Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63266 Impact Resistant:Yes Created by Independent Third Party;No Design Pressure:+41 PSF/-46 PSF Evaluation Reports Other;Max.Wind Speed(V�ult) _ : 170 MPH.Solid doors or doors with optional impact-resistant glazing are Impact- Created by Independent Third Party:No resistant(large missile impact), 16107.14 14 WB-16 DSIE-IF171: HDG, Double-skin Insulated(exterior skin 27 ga'. min.; Interior skin HDGL,4300,4310,4301,66,66G, 27 ga;min.)Double Car(9'2'to 167'Wide)WI.NDCODEO 67,67G,68,6200,6201,6203, WS Garage Door with Optional Impact-Resistant.Utes SP200,SF20,0,SE-200. Limits of Use Installation Instructions Approved for use in HVHZ:Yes 3=LI6107 RiO 104716-RPvG,,:5"qaftd Rdf Approved for use outside HVHZ.,Yes 'Verified By:Scott Hamilton FL PE 63286 Impact Resistant:Yes Created by.Independent Thkd Party,No Design Pressure:+46 PSF/-52 PSF Evaluation Reports Other Max.Wind Speed(V_uit): 170 MPH.Solid doors or -FILIM-U-MG AE doors With ooti,6661 impact-resistant glazing are Impact- Created by Independent Third Party:No .resistant(large.missile impact). 16107,15 15 WB-16 PAN-2F143:84A,94,98, Steel Pan(min,24 ga.),Double Car(97'to 16'2":wide) 48,48S,4F,4RST WINDCQDEO WS Garage Door with Optional Impact- Resistant Lites Limits of Use Installation instructions Approved for use in HVHZ.-Yes ELL6IZJRI0 Approved for use outside HVHZ:Yes Verified By: Scott Ii amliton FL PE 63286 Impact Resistant:Yes Created by Independent Third Party:No Design Pressure.,+46 PSF/-50 PSF Evaluation Reports. Other:Max.Wind Speed(V_ult): 170 MPH.Solid doors or FL:I'6:D7 __'gZj -4�� doors With Optional impact-resistant glazing are impact- _f,�BPC � _?17 ,2dr resistant(large missile impact)... Created by Independent Third Party:No 16107.16 16 W8-18 DSIE-11`171: HOG, Double-skin Insulated(exterior skin 27 ga.min.; Interior skin, HDGL,HOGF,4360,4310,4301, 27 ga.min.)Double Car(16'4"to 18'2"wide)WINDCODES 66,66G,67,67G,68,6200,6201, WS Garage Door with Optional Impact-Resistant Lites 6203,5P200iSF200,SE200 Limits of Use - Installation Instructions Approved for use in HVHZ:Yes .r! A&III02-31n U_1_Q42DzRQ,,:�_,Q�sa aa�pdf Approved for use outside HVHZ-Yes Verified By:Scott Hamilton FL PE 63286 Irn'pact Resistant:Yes Created by Independent Third Party: No Design Pressure.:+46 PSF/-50 PSF Evaluation Reports Other:Max,Wind Speed(V-uit): 170 MPH.Solid doors or FI. ki P 7 ' raeQ :_Rl(; %F-_, doors with optional impactrresistant glazing are Impact- Created by independent Third Party: No resistant(large missile impact). 16107.17 17 W8-16 DSIU-IF171;9200, Double-skin Insulated PUR(exterior skin 27 ga,min.; Interior 9201,9203,HDP20,HOPF20, skin 27 ga.min.)Doublo-Car(912'to i6'2°wide) HDPL20,,7200,7201,7203,8200, WINDCODEO W8 Garage Door with Optional Impact- 8201,8203 Resistant Lites Limits of Use Installation Instructions Approved for use in HVHZ,.Yes EL16107 R10 Tl30477 -R vO3- io -IF Approved for use outside HVHZ:Yes Vinifled By: Scott Hamilton FL PE 63286 Impact Resistant_-Yes Created by Independent Third Party; No Design Pressure: +46 PSFI-52 PSF Evaluation Reports Other:Max,Wind Speed(.V�ult): 170 MPH.Solid doors or FL.16107 RIG AE CBR�121_ZL2-&._pnf doors with optional impact-resistant glazing are Impact- Created by Independent Third Party:Na resistant(large missile.impact). 16107,18 18 W8-18 DSIU-1F171:9200, Double-skin Insulated PUR(exterior skin 27 ga.min.;interior 9201,9203,HDP20,HDPF20, skin 27 ga.min.) 16'4"to 187"wide WINDCODE®W8 HDPL20,7200,7201, 7203,8200, Garage Door with Optional Impact-Resistant Lites 8201,8203 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R10 II 1047 -Rev02 sIned.nCF Approved for use outside HVHZ:Yes Verified By:Scott Hamilton FL PE 63286 Impact Resistant:Yes Created by Independent Third Party: No .Design Pressure:+46 PSF/-50 PSF Evaluation Reports Other:Max.Wind Speed(V_ult): 170 MPH.Solld,doors or FL?507„_tR=Q- k�CvPG 1, 2� d doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No. resistant(large missile impact). 16107.19 19 W6-16 DSIE-IF47:1: GD2SP; Double-skin Insulated EPS(exterior skin 27 ga.min.;interior GR2SP,GD2LP,GR2LP,AR25P, skin 27 ga. min.)Double-Car(g'2"to 16'2"wide) AR2LP,ED2SP,ED2LP,43021. WINDCODE®W6 Garage Door with Optional Impact- HDGC, 6202,MFC68,4305,HDGR, Resistant Lites 6205,SFR68,MFR68 Limits'of Use Installation Instructions Approved for use in HVHZ: 1 Yes E IQ,7 RTO II 1C4�5-A-Rev+13-si•^re_2d Approved for use outside HVHZ:Yes Verified By:Scott Hamilton FL PE 63286 Impact Resistant:Yes Created by Independent Third Party: No Design Pressure:+38 PSF/-42 PSF Evaluation Reports Other:Max.Wind Speed(V_ult); 170 MPH.Solid doors or FLI a_ ?R_10_8CBEC )X02.4 i-.pdi doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). 16107.2D 20 W6-16 DSIE-1F471: G02SP; Double-skin Insulated EPS(exterior skin-27 ga.min.; interior GR2SP,GD2LP,GR2LP,AR2,SP,, skin 27 ga.min.)Double-Car(912"to 16'2"wide) AR2LP,ED2SP,ED2LP,4302, WINDCODE®W6 Garage Door HDGC,6202, MFC68,4305, HDGR, 6205, SFR68,MFR68 Limits of Use Installation Instructions Approved for use in HVHZ:No LL 1611 �047;15-B-Rew03 s g_r:_e.Pr Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant:No Created by Independent Third Party: No Design Pressure:+38 15SF/-42 PSF Evaluation Reports- Other:Doors with standard glazing meet the.wind load FL16IC7 Ran AE CBPC 130114-A-ydf requirements of the building code but DO NOT meet the Created by Independent Third Party: No impact resistant requirement for windborne debris regions. Go to Page - i Page 1/3 0 42 g3Ch AI2X Contact Us.:7.601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487.1824 The State of Florida is an ANEW employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement:;Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,dont send electronic mail to this entity.instead,contact the office by phone or by traditional mail-If you have any questions,please contact 850.407.1395.-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 email address if they one.The K emalis,provided'may be used for apal communication with the licensee.However email addresses are public record.if you do not'wish:to suppiq a personal addross, please proykle the,Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F-5..,please click here. Product Approval A'ccepis: . ®:aCEes: Cre(:it Cara Safe December 12, 2012 (revised 8/28/15) Evaluation Report for Clopay Building, Products Company Sectional Garage Doors, W6 through W8 I have evaluated the wind load door designs as shown on the drawings listed below. I have reviewed the test-reports, which were generated by accredited. Independent laboratories as required by the relevant Florida Administrative Rule, the engineering rational analysis, and the product drawings„.The test reports.are.listed.below. Assembly testing.was conducted by Amer€can Test Lab North Carolina.,. Component testing was conducted by HETI and ETC. For the doors listed in Tables 1 through a, Static Pressure Tests were. conducted in accordance with TAS 202-4994, ASTM-E330-2002 and .,AN.Sj/DASMA 108-20.05. Missile_Impact and Cyclic Pressure Tests were conducted lri.accordanoe with TAS 20.1.-1994 and"TAS 203-1994 and ASTM Ei-886-2805 and ASTM E1996-2009 and AiVSI/DASMA 1.15-2005. The pressures listed on the drawings are.elther direct results 'of these tests or results obtained through .engineering rational analys€s based on actual tests. I have concluded: that the door designs Ifstedbelow in Tables 1 through 5 are in compliance with these High Velocity Hurricane Zone test requirements of the Florida Building Code. and therefore are qualified as, impact-resistant assemblies (large .m ssiie iimpact). TABU #.: Drawings fob doors with Manufacturing od C PAN-2F153. 104,73.0 `A--Reu03, ..max. door 5ixc 16.':4)i1; RsF (desi:gn load) 1.04751 :A RevOZ:, r ax. door size 1:812" .x 16'0” +36/-42 PSF (design load) (� o 10: 7'5 -A-RevO , .max.. oar size 161,2" x 16.1 V1=,, +38/-4Z PSF (design. oad) 104'7£2-.ReM, max. door size 1812." x 16'0"; +41.j=46 PSF (desi gn 'load) 104754-Rev02, max. door size 1612" x 16'0"; +46/-5.0 PSF -(des gn 'Load) a iMigtjurino uct Code (MECt3 I 104 24 -Rev03:, max. door size 16 x 16'0"►` +38/-42 PSF Cdesign oa 104751-A-Rev02., 'max: door size :W 2" x 16'0", +38/-42. PSF (design load . 1.04736-Revo3 max. door size 16'2" x 16'0"; +46/--52 P'SF design` load) 1£}4752-ReV,03, max. door size 3.812" x 1.610"; +46/--50 PSF design load) ABLE 4::drawin s for doors with Manufacturl.. Product Coda (MPC) DS1U- F171:- 104777-AARL�v02.; max. door size 18'Z" x 16 O ; +3:8 -42 PSF (de.si gn Load).. 1:04778-104778max. door size 16`2" x1.6'0";: +46/-52 OsF (design load) 104779 ReV,03, max. door size 18'2" x 16101', +46/-50 PSF (design load) MM_ r Rev02; max, ocr s7xe, 9 0 x 12 ,{l"; +47/-55 P5F (design: oa PAGE 1 OF 4 FILE: C8Pc_121212-A;3. EVALUATION REPORT FOR Cs apAY BUILDING PRODUCTS COMPANY SEGTIONk GARAGE DOORS,W6 WS 104998-Rev0.4,; max, door size 1612" x 121V'; +41/-47 PsF (design: load). For the doors in Tables 6 through 9, Static Pressure Tests were conducted in accordance with.ASTM-8330-2002 and ANS.I/DASMA 108-2006. The pressures. listed on the drawings.are either direct results of these tests or results Obtained throe h,engineering.'rational analysis based on actual tests. I: have,concluded that the door designs listed below .6 in Tables. through 9 are in,compliance with these test requirements of the Florida. Building Cade, TA OLE 6: aCawlnn Wi .i .r ode N1;PC 104710;-B-.Revf?3 " max. door size 16.'2'" x 16``0", +36/-.42 PSF Cdesrgn oad 104161-13-R604 max. door size 18'2"" k 16'0", +36/-42 PSF (design -loaO j_A8L1R 7., Dr in c u ride MPC PA - 104753-13-RevO2., max. door' size 1612" x I A' r +38/-42 .PSF (design oad� TA gLE 0: Drawings for doors Vlth M VrAM, rinp .. 104724-13-Rev03, max, door. size 19 2 x' 6 . .+38 x-42 PSF Cdesign load) 1:047514-kev02', max. door size 18'.2" x 16° +38/-42 PSF (des F:YAI.ftA1`fON R PORT FOR CE.ORAY SUIWING.PRODUCTS COMPANY SeCTIONAL GARAGE DooRs,W6.—w$ - equi_valent to the tested door: 84A, 94, 98{ 4RST, 4F, 48, 4813,1 Not all,models may be shown on a given drawing. o D s rl ptIon fordog[g With MPC S '.E, F1 These doors consist of`2" double-skirt insulated sections with an EIS core laminated to both skins. Both' inner and outer skins are min" . 27 ga. (0,0161 G40 DDS.per ASTM.A653.. The,maximum.section height Is 2.1". These doors. M.ay. have optional Yrripact-Resistant Glazing (IM),..Optional Impact Resistant Glazing (LM) Is a c ne�piece Injection Molded.:front frame and glazing..The. followlrtg.models'are at least structurally equivalent to the tested door. .4300, 4301, 4310{ HDC, HDGL, HDGF{ 66, 66GI 671 6.7G, 68, 6200, '6201, 6203, SP200I .SF200, SE20. Not all models may be shown on a given drawing. Pr-od.uct Descri tlo for oo DSIU-1F2.71: These doors consist.of 2" double-skirt insulated sections-with paly,.urethane insulation foamed In place.between both skins, Both inner and, outer skins.are mini. 27'ga. (00.16"} G40 €DS.per ASTM A653. The maximum section height Is. 2,1", These,doors.may have optional Impact-Resistant Glazing, Optional Impact-Resistant,Glazing is a one-piece injection-molded front frame and gl:azing.. The foiio�w} l (fig ym�y6de,lls arejy�at'Je(' stys�te.uctu.rsallry e82-00, �ge'ullValen,tytt�82 :3 tyl ey �te t6d .door- HDP2.0, HDPF20, H€��PL20, 7200, I�201 f l G0J, fJ+b.V td{ tf.. , S7U , .... §200, .9201.,, 02,03. Not all models may be shown,on a glven drawing. p.:rgduct Description fdr dors with SEC W-1829: These tdoors consist of 2-13/16"custom wood door sections with hemlock.rails and stiles and decorative cl.a.d'd'irig.,and overlays. The Maximum section height.is.28"; These. dors may have nptio.nal Impact-Resistant Glazing, Optional Impact-Resistant Glazing is certified laminated glass as detailed on the individual.drawing,s. The following models are.at least structurally equivalerit to the tested.door: CR800k MR600, CH900-, CRDnnn. Not all models may be shown on.a given drawing., I'i]liJ.�.St -Ptesistttt Glazing k= The optional impact,resistant glazing Is an injection-molded polycarbonate front frame and glazing (GE L.EXAN SLX2432T) that Is an approved.C1 plastic in- accordancewith testl'ng required toy RBC-B 26 .2.. Approval based on review of the following tests; HETI 0G-A00'2 ASTWG155; HM-06-T56'6 ASTM D638,(:before) HETI.06-T6.34 ASTM D638.(after); ETC-06-1024-1749610 ASTM 12843, ASTM D635, ASTM D192g. Lir_tl tat'►_ons _ The drawings)-cited. above are an explicit.part of this evaluation report. The text Of°this report does not attempt to address all design details and reiles on the. Illustrations and text of these drawings as well. PAse 3 OF 4 NSE:.CBPC_1Z121��Ar3' EVALUATION REPORT Foil CLO AY BUILDING PRODUCTS--COMPANY SEMONAL GARAGE.Doops,W6—w$ Jarnbs; Untels, sills or other structural elements. required to.prrepare. openings are not.covered. The design of the supporting structural elernents shall;. b-e the responsibility of the professional of record for the bul'iding or structure acid 16 accordance.with current building codes for the leads listed on the drawing.(s)�,re`Ferenced above. Instsllptl.on :requi.rernents per the relevant Florida AdmJnIstrative,.Rulet. Intl udIng:'attachments;,ore de.talied on the.draWln.9�s� listed above. Insta(Iation must;be inaccordance with manufacturer's installation instructions and must be es shown on the drawing'(s) llsted above. The manufacturer's licensed design professional listed on the'dravring(s)-has reviewed the attachrnent detalla and installation requirements. signature,, •' #, No 63266 Scott . lton, P. F.- ..Florida .. Florida P. E. No. 632$6. STATE QF «' Date:, '".4' *0"41 n , �frOiiNera4�4. PAGC 4 OF 4 RLE, CBPC 121211�A,3 ...,...,.•......�......ww._.....we..-w.+w.,+...wvxs_axxxx:x:uau:�xxssx:xxu..uxxx:x.x.:xsx,:euvxuxxxx.x>xx:.+w.u..isxx.v�::,c�•:xs'�•:xw.xw.P:x•:>:::'v::i+'.us..x,anr� .•...:a .•........::'.:.:.. ;.... .::.. .:. s. :1:::•]•'�£'x'xs:i.i?.:.tx:.:f:s:J:- �C. *'t'f .,�, Y3Ys.�eusJ..».WtxMx,u.v....w.,r.1.v,rr.�.ux...:x.k'..:.I:tYiLSY'vk::,:xx4x_:.:.'i:'u.:s'x'fw'::..v.:i:i::r'3t?ir''"s:.Fri.�._3e'.:�.•-:+::.is?c_i._^i:<?Sicv .:::.._aY.. ._.v....e::!:Li::'zx_•ri::::�_::J:._:x:.:�- k`::.:'h::4::.-.. '.•.... .R.+izi '2Y. 'CLASSIC' RAlS:Ell PANEL DOORS 'CARR GC HOUSE' RAISED PANEL. £MHOSS VOWS $t?rCi. _ REVISIONS _ "--- YADEf..S 24 GA 2S GA 25 GA c'4 GA MODFI,S 25 GA �' FtEV NU-•-ZONE: DATE: LCN-NO' APPVOi DESCRIPTION � aF CLEPAY, F34A 94 73 75 76, 751_ 99, CLOPAY GALLERY' GD5S,G459 03. 6/24/13 - SAP ADDED LOrIG PAI EL+-)PITON, IDf:AL 4RC7 ERST 2RST 4F HLLt'ES 'AR11SIRY' ARSS tiUL.MES.. IDL& 'CARRIAGE HOUSE' EDSt•-� � � ONES7 ANINTERI,C)ATE.STILE RFTIVEEN EACH EMBOSS - SHORT LONG FLUSH St7IIRT Ti.PANY N t TER f..R } 1D �7 _..:...... LANE D4ESrI {A3pNC CENTER). f� A '•C#hSSiC"SHORT PANEL, DESIGN SHOWN GALLER'. SHORT PANG. AND 'CL.AS,SM' LOCATION.ATTlt'tiE AND r i1P£rL A ' � .• LONG PANEL ALSO APPf70Vtip. SCE YAt3L4'S'BEi.ON FOR DETAILS. OPTIpTuu GLAZING N+AY BE STANDARD OR EXTRA STILES MAY DE.SIAT10A7'tD(SHORT PANEL)OR IMPACGLAZH7'RESISTANT GLAZING. ONLY SHORT COMMERCIAL. LONG PANEL} `"££TABLES BELOW.'-�T;71 r CLIZI lG IS IPPRvVE^ O. SEF. SC,CTIpN 8-8 CW SHEET 7WID FOR DETAILS• (GLAZING SrIOPIN IN '-"GLAZ04G SHCAyN IN TOP SECTIDN. .. ._—..___._...• =__ .._.. INTERIMEVVVE SECTION.). " • f` • ItSEE SHEET THREE) /! _�!��t •�y1 � ;�/ I!I l l! f VIEW "¢ .. S .. 1 rx. T ..- ._..... ••-_-- S . z " r �"---MEW "C (SEE SHEET THRt'£} L7 }} ra - L..,__ 16 GA. END $TELES ATIAGRED TO - I _ x .—• Ow-w SO; WITH PATENTED' -- - ....,.»�;»„•7 'TUC-L-LOC SYSTEM (TOP. DQTTOM & r �- CEttT£R}. ATTACHED'70'TOP AND SPIN RAIL WITH PATENTED -- ._......,....«._.... ... �..»._. - 'FOG-L-t.00 SY5T£td, - «._ iWO.170341 LOCKING = INTO TRACK. L._.._:.-m„A OPTtOrJAI.OUTSIDE KEYED LOCK POSITIOT� (2) WR TOP BRACKETS USED AS - MAX. DOOR WtDTtt = 15'-7." .--.____. INNER BOTTOM S.W.KET(1) 3-IN ROLLER CARRIER (P/N IN i2L:,:LEVATtO- - 0'.120394) USED WL711 d''TRACK• SNAP LATCH ENGAGES LOCATION OF OPT11ONAL VENTS. TOTAL VENT OPFNING.5: 60 IN' PER VEHICLE. ONIO YEPTICAL TRACK. END:' STILE. l)i'IDP FLE)GrtT GvTIF-_ - � �CMi Sill£ (LArCDOOR SCCTIONS LP TO 71Y 4 ._ ._.__...:_ - SLIDE BOLT 1:OGK' . ___........_....«.., "CLAC$IG•3tA75L0 Pn;lt C155G5�I,C19RS w.._ `Ckl'71..iSL yflX7SE^ra7SCC ENGAGES INTO B I 3 TD rS'9' 5 ..............'s, •::nrra:t•-..v.: _ Nrs ei I`Nzt ckwA,s:DOOR9: END-•.. V - OUTSIDE -.. - S:TEOA2 TRhCK 910... lO'.S' 6 r ar Itzr_R!e- a or ZYD n or CONK iuDRs P,LaiL:. STILE. ONE-LOCK ON � I'LANDLE. �• !R vIDrN TlM..c DOOR L'I0YN JTCRN ALES['sTC4k.ST1r.ES .i Gi.'LdS CRM.. :+• LtY:i` SAL? <Pta SECitC4G i PER sECr7 a PEa iCtt77R> nm;r vinrm sgLEi - (hGH SIDE Cf' t7I.1TSIDE _ ENGAGE$ IN l;?'6' Tp ia'0" a e•x^re rD• a sa'7G Lt•e• i ' �.__.� .,_� PER SEcT(0 DMZ. •_ TRACK ON T0.15'9" 9 1tro•TD IrtG•'"-""ii uv tD 7rtD'- 2 9.2�To 1Da• HANDLE /�? STLE. C F KEYED- iYYA, iD'2'7r1 lt't' »!" - _ Tb'G' IO ~_ _____.•.... .., -_.__...--__. OF DOOR_ -•.--•"-•. 1�'0'Ta TNm a SEE toric Re�Lw tir7ARDING Ex TRA IL•4'1G 14X' 1 SI tD' p T INSIDE Ii WULE MAX S£f."!']Ur4 HETGNi� 21 sG'a Tn. .?...`,`"`""7'-"' SrILES ae LEM PrOCL»raRx tr,§�.tiu c i-...__' I=1;_-._r,..3.i.� _.,_._. 9 r Y --_I _-_ EXTRA, STILES FOR IONI ,F _.._._ 1� AI KEYED. K IPYt �IOCK£UM i�OCKIN. _ ._. PANEL MODELS. L� �.........._4..__D.�t1.S2�.._Q..._IAI9. n,t( PT,i;N. MITI. as+�+ L HAM�Zf i T rklika 6OA,cmer,t=-_NtEFU -rit • _S?_=ov 4: 'CLASSIC';RAISED PANEL,'EMBOSS DODRS -CARRIAGE HOUSE'.RAISED PANEL ENDOSS DOEIRS $HEEA RF..VISIONS ••„___• -__-:.__.__-.�. --•-- MODELS 24 GA 25 GA 25 GA 24 GA MODELS' 25 GA. UE 14EV. NO.'ZONF OAT(: EC NO, APPVD; DESCRIPNUN CEOPAY. 84A, 94 73, 75 7h,�15L- -,9EI tLOPAv 'GALLERY• GD5S, GRSS 03 -- - - 'SH SEE REVISION HISTORY ON SHEET ONE. ' ....._—_ ._....:__ ------ v.— IDEAL RST .6RS72RST 4F� HOLt!65 'ARTISTRY' � ARSS __. HJ NES S,:488.9LT, IDEAL. 'CARRIAGE NOUSf` ED55 nn SHORT �•_� LONG FLUSH -SHJRT PANEL �1 RESISTANT CQNSTRUCjjQiV; STAWARD A FM(3! 1• .� PySTR(.1CTIQN: AL SOLID DDORS {NO.'GLAZINC)OR DOORS WITH OPTION .IMPACT-R£StSTANT GAZING ARE OPTIONAL Os0 0R.TfB AC'iftt_k, LIES AYAILA9LE.'Or'TtOMAL.ACRYLIC GLAZING IS IMPACT-RES(STANT, OPT10.4AL INJFCT;ON-,MOLDED POLYCARGONXIE, FRONT FRAME AND PIASXOG(L UPIl%OR il_t(:I E CP APPRM;ED CC2 PLASTIC IN ACCORDANCE WITH ;DC/FSC GLAZING 1S'GE-LEXAN SLX2.432T,APS APPROVED CC2 PLASTIC'IN ACCORDANCE-WITH- 2606. IDC/FDC 2.606 AND.AN APPROVED C.1 PLASTIC IN ACCORDANCE WfrH'FDC'.2612. THE ENTIRE DOOR,ASSCMDLY'INSTALLED iN COMPLIANCE SMITH THIS SE^.MNO MEE'(S.THE; THE.ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH 71-115 SECTION.MEET'S THE WND�LOAD REQUIREMENTS CF THE:FLORIDA DUI?DING CC)DE OR WIERNAyrotm BUILDING KIND LOAD REQUIREMENTS OF THE FI.CRIDA BUILDING CODE AND INTERNATIONAL BUILDING CODE HUT•(I.X1,NOT VEST THE IMPACT ftE'SbTANT REOQt4l'>.TEN'f FOR wwwoRNE'DE8RI5 . CODE"AND 15 IARGE--AND SMALL-MISSILE IMPACT RESISTANT: RF.GONS'(RE£. CHAPTER.1.0 F$C/18C). ' SECTION $_,E3_.-�1+4PACT PESIST.ANT GLAZING OP-!'10 _. SECTIO R—B (idi —IMPACT RESISTANTDETAIL V ........ .. T-.. FRONT T•PAhAE PATH U:`l, COATLNO OM OUTSIDE SURFACE. . NOTE-THAT FRONT FRAI,+c":-IS NNtR(YNER'THAN . "Tk{.•' - -IMPACT-RESISTANT FRAME. '` OPTIONAL DECOFATTYI �% 8A � - 11311.76'lRZi45F. tHYJi FiTIND TAPE SNAP=IN INSERT �.(f: (GETVEEN FRAME.A40 _ OECORATIV.mow rAC+•:r. ii MOLDED INSIDE '. `—5fRUCTURAL SILICONE SEALANT LITE RETAINER. �($x3J4" PAN HEAD SCREW / J {6F.TYFEN STEEL SKIN AND S'RAME). � {TO SCREY/S PER 1,M). WPACT RESISTANT ONE-PIECE INJEL`TION KILY61Yi.'i'NE REYA!N:R FASTENED TO FRAME V)i(r{ ' r� j MOLDED GE LEXAN" (10)FLT x 3/4"PATa'ftWl-MAWNE SCREWS. LJ ;1.X24321 FRONT` .. - . • FRAME 8 OV.?FAC. - IMPACT-RESISTANT ASSEM(3LY DETAILS ST/INRARD ASSEMBLY DETAILS DRAWING 1:04710-A DRAWING' 104710-8 �+ �T.....M/C. O AI UFv Tii¢iAaPRD iieT w3. SHORT PANEL PAN-2FT53 LUNG PANE PAN FLG D SIGN LOADS 360-P.SP. L -42.0'P.S.F PALTT NO.: _ A 'O: 2/L)/6" •¢ TEST..CADS 15-40<T':S.F•. - 'A P.S.F. N/A r9: STA E OF �+ vnr<s siot<a oto SJBb Dr;Er.Gwie<md 43Nl7L1.T+D RATIN TOLERANCES u< �clo 1.3 .00 IT:e t oos DEStRIPTiO 2 .STEEL PAti (SEC TABLE M MODELS) 0000 a t.a01 DRAWN;BY TH DATf,: T1Jls/T SUFI E..NIS DL4G. DESIGN ENGINE[R•' o�eeos - 3'T/r' L`HECKEU 8Y: sH DAT£: TTJ7.0/T SHFET 2 S3F 4 �FLC B SCOTT HAMILTON P E Vnl<sn iIQIfA trin a [,�,0(TIDA S:1CI N5F_.Nn,�,fi3286 �-- OWNS",ARE w Dc, OWG,'ANO.: 1047(O-A/H VER {PC . __ _ �c�nn�� roc o �crc��n 161-071 ,......_............_.._........,....._..._�._. ,..,:....:,.. ............��...�..............�..w. .,:� .waxvavzrfw=n::w::zw..,ocmzx�zrxxrns:ur:xxx:.:�::•.waxrzexxur~::axc-.,w;awre:�n�u.Krsrwuue.aa�va a:xr.�:.uscsrmx:ar+svus:c...tra:;::;:rz.reaan.:eanm:crtvux;..mac:..:+:::;:::::;:s'�::;.r:c4;vu:rz:nv.xk:::::ua:t�1 ;�x:ssw:;K; ,:w,ra •I.LASShi' l2AISED.PANEI. EMBOSS 71DURS - 'CM"R3AGE,.HDt1$E' RAisFD PANEL EH_DCiSS DDCIRS- _S REVISIONS MODELS 24 Gk 25 GATILIA MG FLS 25 GA f 4. R!-N N (LUNE DATE: ECt4 NU: ,U'PYU.: DESCRIPTION D. . Dal3. D:CLCiPAY ,B4A, 9d' 7:3. 7S' CL()PhY_ GALLERY' GL1SS GRSS 03 - SH SEE REVISION HISTORY ON SHEET ONE.1:DEAL 4RS:T 6RST .. itU!tnFS 'A1 f ISiRY ARSS HOLMES ! JDEAs 'CAtRRTAGE NOUS£• :..FOSS:SHURT SHORT PANEL T . -2" 'H.'CK P'JJRIZG.ViAL(TOP)JALM JAMB TO SUPPORTING fN.1 CTURE ATTACHMENT. (zj Ta Gn, onlv..STEEL ior> ROLLER �/ (N0'LOaD FROM DOOR) hs?dES: 7S'GA (0.61941MIN.11.000. r_ BRACKET4-(2-T/2" , 5-3/8"). EACH i— T. ALL THE LOM1()IRON!TPS DOOR 1$TRANSf ERR£D TO THE TRAC AND-THIN'Ffil)N THE'IRfdl TO DDS STEEL.C fTEf2(GR 4KIN"- "yam BRACKET.ATTACHED W/(4) r,'14x5/8".SHEET _. Tti£2x YEt(TM:l;L<•YP,(,GRACE#2 ORINTER)JAMSS.ND WAD FROL1 711[-DOOR IS -WtTH G^40 GALVANIZING. ) META SCREWS. A9JL15Tf$LE SLIDE AT;Af,HED • .. 'iRANSFERnEe TG THE Han;zoaTAt (TDP).,Iwo. Bti✓.ED-0i1 PRIMER AiJD A. 2. EACtt 1"FTi?I(:AL JAMB SEES R.WXILRIA{DES'•CN LOAD OF Y)R8 f„B& -S36-Le.FS LiriE3#r 70'TOP BRACKET WITH�.(2j T/d'x'ffL” BOLTS FOOT or BAKED-ON POLYESTER, PM NTED 3. ALL-JL,IBFASTENERS.µAY BE{BUT ARE NOT REOL ALD 10 BE)CO'JNTERSUNt'TD WVICE A TOP COAT�APPLIED TO BOTH � AND'NUTS PER ©RACKET• -- FASTENER FLLt51{HOliNT(NG'SURFACE. SWES OF STEEL SO4, - ' VePE 4..A 1/3 STRESS INCREASE FOR WINO LOAD WAS NOT USED 1.1-THE CALCULA110i4 OF ALLOv/A9t.E ... LOADS POR:ANCKOR-S•ATJD FASTENrRS.FC1t STEEL CONCRETE AND NASONW. MAX. O.C. C' SHIP LAP .LOIN, 14 CA. MIN- CALM. ROLI.FR HINGE. EACH t r"�----y._„ tRNGE FASTENED TO END STILES W/(4) - VERrfM JAA{9 1n:i5/8".SWEET METAL AND (.) 1/4"x$/4"-SEI.F'TAPPING.SCREWS- SEE Vri:vv Y. �_@ d/Ms TO .Y(1PPO,RT Nx_.,;%L!?uQmKF.A7TAr_jimENT - �JIF'.N �[ � _ }EAC STRVFT-SIR - _ (NOT TO BE USED FOR ATTACHUEra OF TRACK ANGLE 70 2.e v.ERTIC L JAMBS OR.SL+PPOTTING SJRUCTUP.t7 - 4"TAIL TAPER S RUT• � IrjGrTAPPING CP>:N VaTI' ( ) / / SELF -- - P SECTION- SEE YIcV: I.OW 4TT CH D AT EACH - - _..-_._......._...___....-_-_.,.... _ ._.__-....._... uAwLsuu 0.057" MIN. GAT :.STEEL. ON-CENTER 50 KSI, WN. DISTANCE. STEEL. 8e'rJF.'r..Ft wC'UITT1$ . BUILDING TYPE FASTENER TYPE .. FASTENETtS".REDUu1E0? . 5 --Ylb1L_ t CF: kV 13�COt SdINCRerE ANcrmR __.. D D.-- . PSI MIN. l ONCR-T. 1 4 • 1 Wti tMBEO TAPCON CONCRETE ANCHCA. —'- 8,v �- -I O U- 1, 3A0_E L t7ir wRc 3 x 1 ala M R [rr31 J rT AVlt7 111E St EEff aL+Cii06 ,Dna,.._�id_�nl_v; ?_.M!73_LMB=-D_wF I LT PBKR f TE st E�YE.Jvrxn a INxL 1 1Yi FaA>!E w o.ss:gG 7I2 3 Srr SCHrw tncTu nso7 r 8..._......_....__._.._. E_.AT.L18'..EUe#:QTt+ID T.0 n ._L .O.O• F1R$r(BOTTOM)ANCJIOR.SIARNNG AT NO BORE 7HNV�RAI.F OF THE- UA1;TtJBLt Oh-CENTER D1STA?tCE, HIGHEST ANCHOR INSIAELF.O. AT LEal AS HIGH'AS THF.DOOR OI1CNLIG.. .. CLOPAY DOES NOT SUPPLY JAU9 ATTACHUF.HT FASTENERS. --7'L Gfti. MIN. GALV. 5TEEl,BOTTOM F;RAI:KET VtN . 'UVLl DISTANCE 6.ETWEEN CENrER.OF AKHOR AND EDGE OF CONCRETE TILOCR:2-1/2-. E%CLUOU:G STUCCO THICKNESS. ' ATTACHED.WITH (?.) 1105./8" SHEET METAL . SCREWS. I - Z-AI.UMjt4LrM EXTRHSION.&VihlYt. VIEATHERSTRIP. HAQIjr f,, - 0 sx5/8"SHEEr META .uric»s. S£rTtCt� A_A(51U EW yG,-'\c E02rr+ o IV 10 a * .'NO B.L .. nftJFAC7URIN6 PROIWCR COPE SHORT PANEL PAN 2FI53 op o v 1/4"SELF OE51GN'.i_0A1)� ;•:i6 Ci PS6 d[ 41 ) N.SF LONG, PANE AF 2ff��6,_, 2 15 11:' TAPPING SCREWS. .. ST Lf A(1S +S'0 r'S.F..5.' =63.0 P:`.F. iB:GA (Et1tJ I tFRMEOlATE.(i� WT",FA-tij t%ner,roe —:A■� 8585 Daley f3mk d J Ni CLAD RA11NG 9A•a'�.*� 1�t _ Ytll_S TOLERANCES o-e ' p let If:4R tiSOw USA / } R 1 .. 1. Y �. let t;s:5i3-770-48N tJY .. 1�. �:1 -- ., .. Ca�� • "-Si'EE K OOO Fi�2'1Y (SEC TABLE FOR MODELS l: S' � ♦. � .p,a 3.031 �Pa4.its leo p •.aD ;.u,s DESCRtFi10�1 ... LPA 7 �p3IIf11411� - .. -- .006iNr[.DNU NU. SH OA—F t t/19/J SCALE, CALE N 3DRAWN BY AESifiN ENrINEEft:' z— C E 4 a-•i-Z.- ELJ SCOTT'HAMAJON0-y !2tHfGhED BY SH DAlt 11/20/lHEET . (iRIUA UCEN toP ?ff4wKID4770A/6 CRIOC 2 , FL n1 �� DUCT nPPiOVAL 7`© - ' t "z .. - CLASVW RAISFD PANEL EMBOSS DEfOt.'S •< ...,.._.." _ •.«...._....•_....__. _._.".��.-_-_._.._»._.__».___.. -_».___..__ z � - "CARRIAGE HOUSE' RAISrD PAWL.CMROSS OGORS- SNICCT. MODCLS_, — - -- REVISIONS R'4.CTAT 3 G5 25 GA 24 GA MODELS 25 GA' REV. NO: z iE: "DATE:• ECN NO- APPUp: _ __ DESCRIPTION_ CLL)PgY p4A: 94 73. 75 76. ;!5L 9F'_`.' .............. .,. �-- 7 ._...._,:...__. LF:UFAY UALLk.RX' OF755 -ORBS OJ SH 5EF REVtS10M NLSTORY ON SHEET ONE. ' 1I1GAL_. 4RST: 6RST _._ T4QLTiES 'ART)STP(Y•,. ARsS HOLMES 4,4, 488 dr'„ 423�- IDCAL 'CARRIAM HOUSC` FDSS: _ ' $fRSZT' 1:.(RNC FLUSH .. SHORT PANEL rn� . HORIZONTAL TRACK SUPPORT Br: MCI TRACK CONFIGURATION AG&E TIjE r Dow misvu R(10 Stiff). DOOR.OPERMr,ACES NOT AFFECT INir "DOOR COUNTERBALANCE S4Stik7 JkhtS.CO'NFIG RATtcri_ . WIND LEAD RATING DF 11:6 VVR, DOOR GT19RS.lIP-To No.LR' ' i3 GA QALY.STELE.FLK EftACKc3 ATTACFICD TO �'IOHI ,"L i .. � ,AM6 WITH(3)5/167 x t-5/8"LAG SCREWS - r-Jr. "4D•„ 3'DOOR G4tSILAP{EAC1f S10£)" .STOP A10UGU•N .B`."DOOR-INSTALLER(TO.SUR). .. Al+ttt I04PACK Wife(2) 1/4"RIVETS- 7-07- .. Z><8 SYP WOOD,;hai0:.aiE., t6.4t GAtV. ",T£Ei..F.NO STILE, TftltCK C0 r cURATKT�I ,rA4E1 PR&PAPATIDN NOTE-. 18 G,4,CALY.STEEL DOVO.E END STTLC . ..e' ns ROM SPA�t7G N7F'T4"O.C. zD GA .CALM.SrCYL uS,mt: 3tfRM, .. H"'H q4„ �y;,e".: uw o•� 2_1/2"X 1x CA GALLA %%EEL is GA.CALV ^TEFF trfrER 2'GOUT,.STEEL TRACK.- 0•"^a ..� ��S�wNGE'1YASTEYVED.TO CENTER 'FrtAC1S B&tCKE,TS FASTENED 10 -•-^- tYO;jp JAtdRS SYVTH.'S/6"X F-"3fd" /()EACH tj14:5je" I ,,,✓' TACK THICKHE55;D'oex. ' '6" 3 StlEET 1t,£TAL SCREWS ' LA•;SCREWS NOT 70£XCEFD 14" .ON-CEN113t::M;N.CJF(9)LAS t tt ROURO ' 1° �L -0" '"6" .SCREwS Pdttumm PER;TAxR PUSH NUT ' s _ t - x"CALY. STEEL TRACK F,a„�.,TE:FD,TO FASTLwR_ VP 2-)/2'X 12 CA GiLV. 1 -.4_.t*},;j,-' i2 CA 5rCT_L 1TiACiC't3t',ACKETS ]a GrL CALV.STEEL h'D4EER N:NGESf'ASYENED''CO END STIES W/(4)EACH 17a.5jt3- STE+'L E6 10 Of Ma%I'S, -IS-E"tom.' VdPi ERHER(2) Ijb T)SA,Y7t T5 OR SHEET §tETAL SCRCW,AND(2) 3je,SELf TAPPt3IG.xRms PER,END URGE. C ATrACHC[1 70 J1t313 x0T1t (i) �» - (t) 1 f+^x.`>/$•BUILT.L TILT-.PER " x4i7 TRACK K ACKET. 'LAG SCREW PER 3. 'y6Ty» 11iACK D.RA^ICET. r(ytp, 7-1/V LO140 S"tEM, ID flV!L STEEL ROLLER WYTH-S7EE!OR PMDN TRE. TRACK BRACKET. ;3`... SFt:Ktrm f,-.0 UIP,BRACKET(?,--If2 n 5-3/4'i* lMi) ! - O AnoM OF Yl - " - I?E'�_ !j'i'f}Y A'fyERS.. %REINS- ONTHTE NA tja 3/47 SELF A--SO - - SGRCWS:ti0'tc TYJFi 1HR E2'1^_SiS."t:;iNTf;T.:.SO- USEO VATH. DOUCLE END STILE'AS SHOWN IN 41.1p CONFIGURATtora 49.M TRACK CONFIC3RATTON-A 0iE Tem ZONEE 13-3 S1iLE'l 1.' ORS 82H DOOR oPPNING.VAE$'t•!OT'AflTV TRIC ,tARdFi'CONfK;7JRAT1('fN CO5l8Lr TRAF,K ------)••.L•H?_2{>m,.(�1'"i. WIND LOAD RATTtn Of THIS DOM,)R. t7ik'?RS..Fa00 LRS .NES V: LC F + 'C'.�R#3 CENTER FItvO IiE>wirD.Fort - � A,Jl FCR BOTH T''AND S"IRACK.) 'Tt18LF HOWZtT,WAL I••DOOR OVERLAP(ACI ) 1 TJ'ACTt . ' AP E t StCf --i 2aC 5v>tVir00'JAtAfi,SFC m1ASID 6Y"DOOR 1USTALLER(T)SUI)_ . S GALL fAfLRZD STEEL TRACX tNR 1N(,tr.7f'ACK _ r -SIG�,A GA!V - .. 'TNICKNCSS 0161 A_LC TH iZHESS Otl&0'. HORIZONTAL TRACK - '�'B EFt3iA1tOH Y1TE " UB Yaatt,tJ7G1,E Db6',IMN,i 3-77/4" 2 TfB: SUPQORP BY DOOR r TR DOUBLE ENO 5T6F STCEL END Si CA CALM .,`^'FLEE ...- 2O CA: MIN rfALV, ^,TCCL INIERu SPLL VERTlCAL/HORSZONTAL TRACK Is mAximulm SPACM; 11.S`TALGR(fO SUIT).. Is 4A CALV_E;TEEt_INTER- ., 3-1/4`a 2-7/9"LON. a*,asp-'YA?ERED ..;TINGE FASTENED.TO C8111ER .. &NTtS:1.TWO t/4"6CK, » ...SLOT LOST MOUNTING "'STILE W/(a).£ACf1 fflax6/87 „? &�NITS fiM..FhCH TRACK, SLUT ITT TRACK�tUN£7rGN ANGLE,-SEE�RAG 9cL7 MOUN1iNO 8£LOar, t ^ I ' .i3. `ND SHEET METAL SCREWS. 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