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HomeMy WebLinkAboutProduct Approval i -,.t^ Moo, yl 0 1�P'',i 1(� i+'h ` 1!!';'(�.i�.:i U��•ix 'IY�-,-.�•.��p`,.j 6���i. _1 L „�"��.:-_y�i i' t..4. <. -. 1 ".i. •-._-..��: - ��r ,.i +.''� r ssa �,.a-.y�.zT��,..fr. BCI IS Home Log InY User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff SCIS Site Map Links Search puio ProdcApproval USER:Public User - - - Prm7uct npi ro•:,Li nu>Prouuc er nnm:ct:unn Se. >ai;nnrat:on tat>Application Detail - ~ _;rFL16107-R10 v t p 1 pplication Type Revision Code Version 2017 Application Status �Approved Comments �rchived I Product Manufacturer Clopay Building Products Company Address/Phone/Email 8585 Duke Blvd. Mason,OH 45040 (513)770-6062 mwesterfleld@clopay.com Authorized Signature Scott Hamilton shamilton@ciopay.com ethnical Representative Address/Phone/Email i Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies ompliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received lorida Engineer or Architect Name who developed Scott Hamilton Ehe Evaluation Report Florida License PE-63286 IQuality Assurance Entity Intertek Testing Services NA,Inc.-QA Entity Quality Assurance Contract Expiration Date 12/31/2020 j Validated By Gary Pfuehler Validation Checklist-Hardcopy Received Certificate of Independence FI II61Q7 R10 COl Corhfication gf Independence o�V011II;IS_ihn_Fn�ly, Gary Pl'uphler.ndl FL16107 R10 COI Statement on Independence of Evaluation Enhly_ Scoltl-iamilton 120424.Ddf 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 i Certified By Florida Licensed Professional Engineer or Architect Fl.. fi (17 RIO FrIniv 70170809-FHC_LAa A.lQ6&.(tViy_.nkf FL16107 R10 Eau:v 20170809-FBC -DASMA 115 eoulv.l)dr Sections from the Code jI I I 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 (D 0 Page 2/3 0 0 i IFL# Model,Number or Name Description 16107.21 21 W8-16 DSIE-IF471:GD2SP, Double-skin Insulated EPS(exterior skin 27 ga.min.;interior GR2SP,GD2LP,GR2LP,AR2SP, skin 27 ga.min.)Double-Car(9'2"to 16'2"wide) AR2LP,ED2SP,ED2LP,4302, WINDCODE®W8 Garage Door with Optional Impact- HDGC,6202,MFC66,4305,HDGR, Resistant Lites 6205,SFR68,MFR68 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 RIO 11 1047 6-RevQ4-slpne(;Ldf 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/-52 PSF Evaluation Reports Other:Max.Wind Speed(V_ult): 170 MPH.Solid doors or FL16107 R10 AF Cl3PC 130214.A.Ddr doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No !resistant(large missile impact). 16107.22 22 W6-09 DSIE-1F171:4400, Double-skin Insulated EPS(exterior skin 27 ga.min.;interior 4401,4301,4300,4301,4310, skin 27 ga.min.)Single-Car(up to 9'0"wide)WINDCODE© HDG,HDGL, HDGF,66,66G,67, W6 Garage Door with Optional Impact-Resistant Lites 67G,68,SP200,SF200,SE200, 6200,6201,6203 Limits of Use Installation Instructions Approved for use in HVHZ:Yes F1.161n7 R10 Ii 101526-A-Rev20 cinnedjldt Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 i Impact Resistant:Yes ICreated by Independent Third Party:No Design Pressure:+38 PSF/-44 PSF Evaluation Reports Other:Max.Wind Speed(V_ult): 170 MPH.Solid doors or FL16107 RIO AE CBPC 13071 -A.prlj doors with optional impact-resistant glazing are Impact- Created by Independent Third Party:No (resistant(large missile impact). I 16107.23 23 W6-09 DSIE-1F171: 4400, Double-skin Insulated EPS(exterior skin 27 ga.min.;interior 4401,4300,4301,4310,HDG, skin 27 ga.min.)Single-Car(up to 9'0"wide)WINDCODE® HDGL,HDGF,66,66G,67,67G,68, W6 Garage Door SP200,SF200,SE200,6200,6201, 6203 Limits of Use Installation Instructions iApproved for use in HVHZ:Nol it b(1'L 810 11 101526 8 Itev7U s n...... 'I i Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant:No Created by Independent Third Party:No i Design Pressure: +38 PSF/-44 PSF Evaluation Reports Other:Doors with standard glazing meet the wind load FL16107 RIO AE CBPC 130214-A.ndf requirements of the building code but DO NOT meet the Created by Independent Third Party: No Impact resistant requirement for windborne debris regions. + 16107.24 24 W6-09 PAN-2F153: 84A,94,73, Steel Pan(min.25 ga.)Single-Car(up to 9'0"wide) 75, 1500, 190,4RST,4RSF,4F, WINDCODEO W6 Garage Door with Optional Impact- 6RST,6RSF,48,42,55,48B,428, Resistant Lites 55S,GD5S,GDSSV,GR5S,GR5SV, ARSS,ARSSV,EDSS,EDSSV Limits of Use Installation Instructions Approved for use in HVHZ:Yes F_I„1<SJD7 RMT 10J34 _P vjj/-.siM 1,.1;.c1f 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/-44 PSF Evaluation Reports Other:Max.Wind Speed(V_ult): 170 MPH.Solid doors or FL16107 RIO AF CBPC 1.i 14-A. Created by Independent Third Party: No doors with optional impact-resistant glazing are impact- resistant(large missile impact). 16107.25 - 25 W6=09 PAN-2F153: 84A,94,73,, Steel Pan(min.25 ga.)Single-Car(up to 9'0"wide) - {; 75, 1500,190;4RST,-4RSF,41`.r, WINDCODEp W6 Garage Door - 6RST,6RSF,48,42,55,48B,42B, - - - 55S,GD5S,GD55V,GR55,GRSSV, ARSS,AR5SV,EDSS,EDSSV Limits of Use Installation Instructions Approved for use in HVHZ:No [L16107 RIQ II 101348-8 Rgv_17 -�C ned.pdf 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/-44 PSF Evaluation Reports Other.Doors with standard glazing meet the wind load I-LI6107 1110 AE CBPC 130214-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. 16107.26 26 W6-09 PAN-2F356: 76,76V, Steel Pan(min.25 ga.)Single-Car(up to 9'0"wide) 211ST WINDCODE®W6 Garage Door i Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R10 it 101348-A-Revl7-2nnerlLZZj 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/-44 PSF Evaluation Reports Other:Max.Wind Speed(V_ult): 170 MPH.Solid doors or ftl6jQ7 RIO AF CBPC, 130.114-A.12df doors with optional Impact-resistant glazing are impact- Created by Independent Third Party:No I resistant(large missile impact). 16107.27 27 W6-09 PAN-21`156: 76,76V, Steel Pan(min.25 ga.)Single-Car(up to 9'0"wide) 2RST WINDCODEO W6 Garage Door Limits of Use Installation Instructions Approved for use in HVHZ:No FI-16107 R10 11 101348-B-Revl7-sinne.d.ndf 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/-44 PSF Evaluation Reports Other:Doors with standard glazing meet the wind load FL16107 RIO AE CBPC 130214-A.ucif i requirements of the building code but DO NOT meet the Created by Independent Third Party:No impact resistant requirement for windborne debris regions. 16107.28 28 W6-09 DSIE-IA171: 2050, Double-skin Insulated EPS(exterior skin 27 ga.min.;interior 2051,2053,4050,4051,4053,62, skin 29 ga.min.)Single-Car(up to 9'0"wide)WINDCODECN 64,65, 62G,62LG,64G,SDP38, W6 Garage Door i SFL38,SRP38, 134,135, 136, 6130,6131,6133 Limits of Use Installation Instructions Approved for use in HVHZ:Yes F1,16107 RIO 11 104814-A-RevOO-snned.odf Approved for use outside HVHZ:Yes Verified By:Scott Hamilton FL PE 63286 Impact Resistant:Yes Created by Independent Third Party;No Design Pressure:+36 PSF/-44 PSF Evaluation Reports Other:Max.Wind Speed(V_ult): 170 MPH.Solid doors are F1,16107 RIO AF CBPC 19()473-A nclf impact-resistant(large missile impact). Created by Independent Third Party: No i 16107.29 29 W6-09 DSIE-1A171: 2050, Double-skin Insulated EPS(exterior skin 27 ga.min.;interior 2051,2053,4050,4051,4053,62, skin 29 ga.min.)Single-Car(up to 9'0"wide)WINDCODE© I 64,6S,62G,62LG,64G,SDP38, W6 Garage Door SFL38,SRP38, 134, 135, 136, 6130,6131, 6133 Limits of Use Installation Instructions Approved for use in HVHZ:No ELL6107 RIO 11 1-Q41�1LI�QryOQ=5S90�(1,Ad� Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 i Impact Resistant:No Created by Independent Third Party: No Design Pressure: +36 PSF/-44 PSF Evaluation Reports Other:Doors with standard glazing meet the wind load [jUi1gZ RIO AC CBPC t30.423�,p,1F requirements of the building code but DO NOT meet the Created by Independent Third Party: No impact resistant requirement for windborne debris regions. i 16107.30 30 W6-09 DSIE-IF471: GD2SP, Double-skin insulated EPS(exterior skin 27 ga.min.;interior GR2SP,GD2LP,GR2LP,AR2SP, skin 27 ga.min.)Single-Car(up to 9'0"wide)WINDCODE® AR2LP,E132SP,ED2LP,4302, W6 Garage Door with Optional Impact-Resistant Lites HDGC,6202,MFC68,4305,HDGR, 6205,SFR68,MFR68 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R10 II 103954-A-RevO5-ca�t11 u,Lf 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/-44 PSF Evaluation Reports Other:Max.Wind Speed(V_ult): 170 MPH.Solid doors or FL16107 RIO AE CBPC 130423-A.ndf doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile Impact). 16107,31 31 W6-09 DSIE-IF471: GD25P, Double-skin Insulated EPS(exterior skin 27 ga.min,;interior GR2SP,GD2LP,GR2LP,AR2SP, skin 27 ga.min.)Single-Car(up to 9'0"wide)WINDCODE@ AR2LP,ED2SP,ED2LP,4302, W6 Garage Door HDGC,6202,MFC68,4305,HDGR, 6205,SFR68,MFR68 Limits of Use Installation Instructions Approved for use in HVHZ:No FL16107 R10 II 103954-B-Rev05-signed.pdf Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 i Impact Resistant:No Created by Independent Third Party: No Design Pressure., +38 PSF/-44 PSF Evaluation Reports Other:Doors with standard glazing meet the wind load FI-16107 R10 AE CBPC 13042:3-A.o(If requirements of the building code but DO NOT meet the Created by Independent Third Party: No impact resistant requirement for windborne debris regions. 16107.32 32 W6-09 PAN-21`443:G4S,GS4, Gallery/Artistry/Expressions:Steel Pan(min.24 ga.)Single- GD4S,GR4S,G4SV,GS4V,GD4SV, Car(up to 9'0"wide)WINDCODE@ W6 Garage Door with GR4SV, E4S, ED4S, E45V, ED4SV, Optional Impact-Resistant Lites SS4,AR4S,SS4V,AR45V Limits of Use Installation Instructions Approved for use in HVHZ:Yes FI.16107 RIO 11 1n3488-A-Rey07-s:gned.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: +38 PSF/-44 PSF Evaluation Reports Other:Max.Wind Speed(V_ult): 170 MPH.Solid doors or FL16107 Rin AE CBPC 130423-A.pdf doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). i 16107.33 33 W6-09 PAN-2F443: G4S,GS4, Double-skin Insulated EPS(exterior skin 27 ga.min.;interior GD4S,GR4S,G4SV,GS4V,GD4SV, skin 27 ga.min.)Single-Car(up to 9'0"wide)WINDCODE@ GR4SV,E4S,ED4S,E4SV,ED4SV, W6 Garage Door SS4,AR4S,S54V,AR45V Limits of Use Installation Instructions Approved for use in HVHZ:No FL16107 RIC) 11 103488-B-R.ev07•sion d.ndr 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/-44 PSF Evaluation Reports Other:Doors with standard glazing meet the wind load Fl 16107 Rin AF CBPC 13047 3•A ndf requirements of the building code but DO NOT meet the Created by Independent Third Party:No impact resistant requirement for windborne debris regions. 16107.34 34 W6-09 PAN-21`446: G4L,GL4, Gallery/Artistry/Expressions: Steel Pan(min.24 ga.)Single- ! GD4L,GR4L,G4LV,GL4V,GD4LV, Car(up to 9'0"wide)WINDCODE®W6 Garage Door with GR4LV,E4L, ED4L, E4LV, ED4LV, Optional Impact-Resistant Lites SL4,AR4L,SL4V,AR4LV I Limits of Use Installation Instructions Approved for use in HVHZ:Yes F1,16107 RIn II 1n3488-A-RPv07-annPd. r f 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/-44 PSF Evaluation Reports Other:Max.'Wind Speed(V_ult): 170 MPH.Solid doors or F1.16107 R10 AF CBPC 130423 A.odf doors with optional impact-resistant glazing are impact- Created by Independent Third Party:No resistant(large missile impact). 1 16107.35 35 W6-09 PAN-21`446: G4L,GL4, Gallery/Artistry/Expressions:Steel Pan(min.24 ga.)Single- GO4L,GR4L,G4LV,GL4V,GD4LV, Car(up to 9'0"wide)WINDCODE5 W6 Garage Door GR4LV,E4L,ED4L,E4LV,ED4LV, SL4,AR4L,SL4V,AR4LV Limits of Use Installation Instructions Approved for use in HVHZ:No FL16107 R10 11 103488-6-RevO/-s1une0•pdf 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/-44 PSF Evaluation Reports Other:Doors with standard glazing meet the wind load FE-I-rJj 7 Rln AF r FPf-l'-I 1423-krLf(( requirements of the building code but DO NOT meet the Created by Independent Third Party:No I impact resistant requirement for windborne debris regions. I � 16107.36 36 W6-16 PAN-21`443: GD4S, Gallery/Artistry/Expressions:Steel Pan(min.24 ga.)Double- GR4S,ED4S,AR4S Car(9'2"to 16'2"wide)WINDCODEG W6 Garage Door with Optional Impact-Resistant Lites Limits of Use Installation Instructions Approved for use in HVHZ:Yes F1.1-6 l_Q7_R.10._LI_1�14.Z3.O A3?x2%.._s!111es1.,.I2.LIf. 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 FL16107 Rin AF r'nPC 130473-A.nrlf doors with optional impact-resistant glazing are Impact- Created by Independent Third Party:No resistant(large missile impact). i 16107.37 37 W6-16 PAN-2F443: GD45, Gallery/Artistry/Expressions: Steel Pan(min.24 ga.)Double- G114S,ENS,AR4S Car(9'2"to 16'2"wide)WINDCODEQ W6 Garage Door I Limits of Use Installation Instructions Approved for use in HVHZ:No F1-.1.fiJD.Z_!R1.0._Ii_.1.f?QJ`ISLfi_RPvn7._c,I1fL r(,n.�l,[ 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 FI-161n7 R10 AF (BPC 130423-A.nd2 requirements of the building code but DO NOT meet the Created by Independent Third Party:No impact resistant requirement for windborne debris regions. 16107.38 38 W6-16 PAN-21`446: GD4L,GR4L, Gallery/Artistry/Expressions:Steel Pan(min.24 ga.)Double- ED4L,AR4L Car(97'to 16'2"wide)WINDCODE@ W6 Garage Door with Optional Impact-Resistant Lites Limits of Use Installation Instructions Approved for use in HVHZ:Yes CL 6 ..1(7 RIO 11 1()4790-A-Rev-27 s1i1111P_[tD_f 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 i Other:Max.Wind Speed(V_ult): 170 MPH.Solid doors or FL16107 1110 AE CI3PC 13,(473-A&Af doors with optional impact-resistant glazing are impact- Created by Independent Third Party:No resistant(large missile impact). 16107.39 39 W6-16 PAN-2F446: GD4L,GR4L, Gallery/Artistry/Expressions:Steel Pan(min.24 ga.)Double- ED4L,AR4L Car(9'2"to 16'2"wide)WINDCODE®W6 Garage Door Limits of Use Installation Instructions Approved for use in HVHZ:No El_16.1-g7 j_Q 11 IljA_7 _RHV_ 7 ¢1100 fgilf 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 requirements of the building code but DO NOT meet the Created by Independent Third Party:No impact resistant requirement for windborne debris regions. 16107,40 40 W8-09 DSIE-1F471: GD2SP, Double-skin Insulated EPS(exterior skin 27 ga.min,;interior GR2SP, GD2LP,GR2LP,AR2SP, skin 27 ga. min.)Single-Car(up to 9'0"wide)WINDCODE@ AR2LP,ED2SP, ED2LP,4302, W8 Garage Door with Optional Impact-Resistant Lites HDGC,6202,MFC68,4305,HDGR, 6205,SFR68,MFR68 Limits of Use Installation Instructions Approved for use in HVHZ:Yes fLL6.1[?7_..R19._ll 1G91.L_Lev!]_4_smn��t tttif Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant:Yes Created by Independent Third Party:No Design Pressure:+54 PSF/-60 PSF Evaluation Reports Other:Max.Wind Speed(V_ult): 170 MPH. Solid doors or rL.Lfa10 (7 R10 AE BPC 1'30421-A ndf doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). . Go to Page 0 Page 2/3 I Hack Next Contact Us::76.01 Blair Stnne Road.Tallahassee FI.37399 Phone:850.487.1924 1 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Stmemeni::Refund Statement under Flonda law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic man to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275 i(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The i mails provided may be used for official communication with the licensee.However email addresses are public record.if you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: f]19-419 :ere:s � Cfec:i C�1r(I Safe i i r. c 1 February 14, 2013 (Revised 8/10/17) 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 j rational analysis, and the product drawings. The test reports are listed below. Assembly testing was conducted by American Test Lab North Carolina. Component testing was conZ'cted by HETI and ETC. For the doors listed in Tables 1 through 5, Static Pressure Tests were conducted in accorldance with TAS 202-1994, ASTM-E330-2002 and ANSI/DASMA 108-2005. Missile Impact and Cyclic Pressure Tests were conducted in accordance with TAS 201-1994 and AS 203-1994 and ASTM E1886-2005 and ASTM E1996-2009 and ANSI/DASMA 115-2005. The pressures listed on the drawings are either direct results of these tests or re ults obtained through engineering rational analysis based on actual tests. I have concl ded that the door designs listed below in Tables 1 through 5 are in compliance with khese High Velocity Hurricane Zone test requirements of the Florida Building Code and t ierefore are qualified as impact-resistant assemblies (large missile impact). I TAB E JL: Drawings for doors with Manufacturing Product Code (MPC) PAN-2F1.53-'• 101348-A-Rev17, max. door size 9'0"" x 16'0"; +38/-44 PSF (design load) i TABLE 2: Drawin s far door,-. _ tb_„MycanU.f�• ging Product Code (MPC) PAN-2F156: •101318-A-Rev17, max. door size 9'0"" x 16'0"; +38/-44 PSF (design load) i i TABLE 3: Drawings for doors with Manufacturing Product Code (MPC) DSX -1,,, .f=171: 1015.16-A-Rev20, max. door size 9'0"" x 16'0"; +38/-44 PSF (design 'load) TABLIE 4: DrawA79, �Qr c rs wi h M�n��facturipg Croduct Code (MPC) DSIV-1F171: 104778-Rev03, max. door size 16'2" x 16'0"; +46/-52 PSr (design load) TABLE 5: Drawings for doors with Manufacturing Product Code (MPC) DSIE-J..F471: 104785-A-Rev03, max. door size 1612" x 16'0"; +38/-42 PSF (design load) 104786-ReVO4, max. door size 16'2" x 16'0 +46/-52 PSF (design load) For the doors in Tables 6 through 9, Static Pressure Tests were conducted in accordance with ASTM-E330-2002 and ANSI/DASMA 1082005. The pressures listed on the drawings are either direct results of these tests or results obtained through i engineering rational analysis based on actual tests. I have concluded that the door I designs listed below in Tables 6 through 9 are in compliance with these test requirements of the Florida Building Code. TAB.;LE 6: Drawllgs for doors with Manufacturing PCOiGt Code (MPC) PAN-2F153: �._. _ •10.1348-B-rtevl7, max. door size 9'0"" x 16'0' ; +38/-44 PSF (design load) i I PAGE: 1 )F 3 FILE:CBPC_1307.14-A_3 i 1 EVALUATION MPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,WG-W8 TABLE 7: Drawings for doors with Manufacturing Product Code (M.P_G� PAN-2F156: 3.01318-13-Rev17, max. door size 9'0"" x 16'0"; +38/-44 PSF (design 'load) f TABLE 8• Drawings for doors with Manufacturing Product Code (MPC) DSIE-1F171,;. 1015 6-13-Rev20, max. door size 9'0"" x 16'0"; +38/-44 PSF (design load) 1 TAB ,E 9:Drawings for doors with Manufacturing Pro t:sj t Code (MPC) DSIE-1F471: 104785-13-Rev03, max. door size 3. x ", +38/-42 psr! (design load) Test Re oris: ATL-0107,01-13 (2/20/13), ATL-1206,01-12 (1/23/13), ATL-0801,01-12 (8/15/12), ATL-0827,01-12 (10/9/12), ATL-0115,01-13R (3/18/13), ATL-0117,01-13R (3/18/13). These reports document compliance with the TAS testing standards and are signed and sealed by David Johnson, FL PE 61915. i Product DescriDtion for doors with MPC PAN-2F153: + These doors consist of 2" thick steel pan sections with min. 25 ga. (0.03.9") skins. The steel skin is at least G40 DDS per ASTM A653. The maximum section height is 21". These doors may have optional Impact-Resistant Glazing (Molded). Optional Impact-Resistant Glazing is a one-piece injection-molded front frame and glazing. The follo+ng models are at,least structurally equivalent to the tested door: 84A, 94, 98, 73, 7u, 1500, 190, 4RST, 4F, 4RSF, 6RST, 6RSF, 48, 48B, 42, 42B, 55, 55S, GD5S, GDS V, GR5S, GR5SV, AR5S, AR5SV, ED5S, EDSSV. Not all models may be shown on a given drawing. Product Description for doors with MPC PAN-21F156., I These doors consist of 2" thick steel pan sections with min. 25 ga. (0.019") skInsJ The steel skin is at least G40 DDS per ASTM A653. Sections may have 1-5/16" Insuld'tion captured in the cavity of the pan section. The maximum section height is 21". These doors may have optional Impact-Resistant Glazing (Molded). Optional j Impat-Resistant Glazing is a one-piece injection-molded front frame and glazing. The j follo ing models are at least structurally equivalent to the tested door: 76, 76V, 2RST. Not all models may be shown on a given drawing. Product Description for doors with MPC DSIE 1F171: These doors consist of 2" double-skin insulated sections with an EPS core { laminated to both skins. Both inner and outer skins are min. 27 ga. (0.016") G40 DDS per ASTM A653. The maximum section height is 21". These doors may have optional Impact-Resistant Glazing (Molded). Optional Impact-Resistant Glazing is a one-piece injection-molded front frame and glazing. The following models are at least structurally equivalent to the tested door: 4300, 4303., 4310, HDG, I-IDGL, I IDGF, 66, 66G, 67, 67G, G8, 6200, 6201, 6203, SP200, SF200, SE200. Not all models may be shown on a given drawing. Product Description for doors with MPC DSIU-1F171: These doors consist of 2" double-skin insulated sections with polyurethane insulation foamed in place between both skins. Both inner and outer skins are min. 27 ga. (0.016") G40 DDS per ASTM A653. The maximum section height is 21". These doors may have optional Impact-Resistant Glazing (Molded). Optional Impact-Resistant Giazi g is a one-piece injection-molded front frame and glazing. The following models ' are at least structurally equivalent to the tested door: HDP20, HDPF20, HDPL20, 7200, ' PAG[2_ r•3 FILE:CBPC_130214-A.3 1' 'r. EVALUi TION RFPoRT FOR CLOPAY BUILDING PRODUCTS COMPANY$FUTONAL GARACF DaoRS,W6—W8 I . 7201, 7203, 8200, 8201, 8203, 9200, 9201, 9203. Not all models may be shown on a i given drawing. Product Description for doors vah MEC D _I - F471 These doors consist of 2" double-skin insulated sections with an EPS core lamirated to both skins. Both inner and outer skins are min. 27 ga. (0.016") G40 DDS per ASTM A653. The maximum section height is 24". These doors may have optional Impact-Resistant Glazing (Aluminum). Optional Impact-Resistant Glazing is an aluminum front frame and a separate polycarbonate glazing. The following models are at lest structurally equivalent to the tested door: GD2SP, GR2SP, GD2LP, GR2LP, AR2SP, AR2LP, ED2SP, ED2LP, 4302, HDGC, 6202, MFC68, 4305, HDGR, MFR68, 6205, SFR68. Not all models may be shown on a given drawing. TLnpact-Resistant Glazing (Molded The optional impact resistant glazing is an injection-molded polycarbonate front frame and glazing (GE LEXAN SLX2432T) that is an approved C1 plastic in accordance with besting required by FBC-B 2612. Approval based on review of the following tests: HETI-06-AO02 ASTM G155; HETI-06-T566 ASTM D638 (before); HETI-06-T634 ASTM D638i (after); ETC-06-1024-17496.0 ASTM D2843, ASTM D635, ASTM D1929. Impact Resistant Glazing (Aluminum) I The optional Impact resistant glazing is an aluminum front frame and a separate polyci rbonate glazing that is an approved C1 plastic in accordance with testing required by FBC-B 2612. Approved polycarbonate materials are Sabic IP Lexan 9034 (versions also approved: MR10, 9030, 90318, 90316, 90317, 90311, 90314, 90355) and Bayer Makrolon GP (versions also approved: SL, AR, 15). Approval based on j review of NOA 13-0717.01 (Sabic IP, exp. 7/17/18) and NOA 12-0605.05 (Bayer, exp. 8/27/17). Limitations: The drawing(s) cited above are an explicit part of this evaluation report. The text of this report does not attempt to address all design details and relies on the illustrations and text of these drawings as well. j Jambs, lintels, sills or other structural elements required to prepare openings are not covered. The design of the supporting structural elements shall be the responsibility of the professional of record for the building or structure and in accordance with current building codes for the loads listed on the drawing(s) references! above. Installation requirements per the relevant Florida Administrative Rule, including attachments, are detailed on the drawing(s) listed above. Installation must be in accordance with manufacturer's installation instructions and must be as shown on the drawings) listed above. The manufacturer's licensed design professional listed on the drawings) has reviewed the attachment details and installation requirements. Signature: �.�``�C SHAM/I,���i Scott Hamilton, P. E. �.* N o G 2a Florida P. E. No. 63286 Date:. O�: STATE OF �: 441 PAGE 3 of 3 FILE: CBPC,-130219-A.3 4 ( 3 2 1 _'CL"SS:v GAISEC>ANEL EVEDSS rKIMS 'Cr.RRiasE HOUSE'.A:SEG F.tNEL Exi3^CSS DONORS SHEET. - _ _ R_ HODE_S j 24 GA LES GA 25 GA �.+sODELs ' es Ga es GA 1 Or 4 REV. IND. ZONE: DATE: EC\ NG, ApP'wD:( DESCMFITION :LVAY t B4A,dA 1 n. 75 -e6 CLOPY + IDEAL i4RS T, 4F+ SRS7 2RSi 'GALLERY, GD9S,G35S 1 -_ I I 17 - 1 2/11/;3 - SH R V:SED FOR NEW LOADS. II Rss A -- I ! 'Ael ISTRr• r r <S Q • - >IDC..L aF i5 FLUSH •£ARR:AGE H3U^^>E' I GAHC:Ti PAt1=l Law PALE, 1 5_0'nT PANFI/F111SH :I;iEFldED'diE STILE BE'+`ArEE?: EA^-:. EIABGSS ((3) STILES PER SEC-,IDX Ai 9'0" WIDE). EACH IN--ERM STALE OPT bOHA! GLAZING MAY BE ATTACHED WITH TCG-L-LOC (TOP & 90TTOb1) At•:O URETHAI:E ADHESIVE STANDARD OR IMPACT RESISTANT (ALONG CENTER). GLAZING. SEE SECTION 9-B ON LONG PANEL MODELS: (3) TOTAL STILES PER SECTION'. (1) STANDARD - SHEET 2 FOP. DE7A±LS. INTERVED!ATE STILE 3ETt4EEP! EACH EMBOSS. EACH STANDARD IFI7ERM MAX. STANDARD SIZE IS STILE ATTACHED :\7TH TOG-L-LOC (TOP Ct SOTTOM) A11 D URETHANE 19-t/2"x16 IMPACT RESISTANT ADHESIVE (ALONG CENTER). EXTRA iN�TERU. STILES(1) PER LONG PANEL DMR HE2GH7 It u-_ARS Cr OF c GLAZING IS 211-5/8".14-1/8". PER SECTION, FIELD-INSTALLED 1917-4 (4) $8 SUS (PER STILE). q SECi17\$ MAX DLO SIZE t5 78-1/2"01", �f UP TD T0' 4 ( 6 / T3• ifl 8'9' S �— 6 - 1_—•�A END STILES ATTACHED^.,0-DOOR _ :GIN VA-.H PATENTED T,. L-LOC SYSTEM (TOP, BOTTOM. & CENTER). 10,91--TO 12.3, 7 M r—s; SL_ END HISIGE 12'6' TO 14'0' 8 ( 72 ( Ii . MEW 9.14'3' TD 15'9' - 5 14 �� l��10MAX SECTION HEIGHT! 2Y Ittt --.-- - T -----...-....111 I!I. I INTERrdED. HINGE o 4` I k H VIE'IN C. SLIDE 901.7 LOCK — --- 9 ENGAGES TRTOACK ETIL VERTICAL TRACK b� STI E. GNE LOCK ON EACH SIDE OF o •I a. ._---N: DOOR. f THS DOOR IJEEIS OR EXCEEDS THE DESIGN'C;.DS FOR THE UUIi.I:.TE mN0 SPEEDS LISTED EROi•!ACCORDING 70 THE f!OR17a BUILDING CODE OR THE 1\ ON TERNAT: AL BUILDING CODE (EASED CH pU c I i! I' \-TWD POINT LOCKING INSIDE SLICE CC- 6V FOR THE FOLLO'A'ING CONDITIONS: 1)ENCLOSED Ot:: — 5P.4P LATCH ENGAGES' 'INSID O LIDEJ, 6ULDING.2) DOOR H4S 2.OF 1T.DTH I':EU OUG'S END ZONE.3 1� a -- - _ ----- INTO TRAC✓. AVY ROOF SLCf<,AND t)TESTING IN ACCORDANCE WITH Xis 01,170 VERTICAL TRACE:. Ef:O ANS'/DASVA 108.SJ1E-SPEC-TtC CALCULATIONS EY A OVALIFIED 'S" -- ONE SNAP LATCH ON ! STILE. DESIGN FRO-ESSANAL LAY DGFER. EACH SIDE OF DDDR. J ULTIHA7rIND SPEED ixFH1 155 16D ^:7D 16D 195 1 .._==-= ._. - =- i L t t OUTSIDE EXP➢SURE 8,L,➢ S. D B,E B. C B 1 -' YA;twLE. iAT_GDRT C, 1 CPTIONA" OUTSIDE KEYED LOCATION OF SID I� LOCK BAR J A OUTSIDE S 1 LOCK POSITION OPTIONAL VENT KEYED-�� END I `RACKE0.11, 1 STILE. IQhN RCDP HE;GtI: 25' :5' 2r t➢' ?0' HANDLE 1 ( EACH SIDE I MAX. DOOR 519DTH 9'-O" �• ( if INSIDE ELRVATIOl iNS;DE HANDLE OF DOOR 'CLASSIC' SHDRT RAISED-PANEL SHOL9N, LONG 'CLASSIC' 1; 1�. I. < 157'-4 OU'1'S1 f Y,EYED !•QCV. WITH AND SHIRT 'CARRIAGE HOUSE' ARE ALSO APFROYED. •�G�C•��GENSF;�2�� G3 G 814.5/8"SHEET No .!� ____.._.__.--____—_ ,VANUF ACTURING FP•7DU:T ^ODE 1 �.:.• L �, _�/ t..ETAL SCBE:'S _ ..-- ----` -'--� t SHORT PAc:Eu PAN-21`153 � ,y'`;o OESI N LCAO ~-0_ r -4a0PS:F- LC1•!G eAtJEI. PAN-2'156 00 SELF _._7EST LOADS: +57.0 S- PART NO.: WA 3. 08'0 8 5 t:'"'-1' _ E:85 Duke 9:,le:n:d =a+1NDL0aD RATING .I=: A•.�` , ; TAPPING SCR•-1TS ` ®Clopay 1.I,5 I Ott lilaa GSA 1 -_ ! �T''�1 i %.F'•<0 A�Q P ��.`, 000 o TOLERANCES Na TEL Nva.s13-770-e3?} ! �i�SS.'• �1��� ` , O r ±C31 �•c�:w R:ds's:.c.::nr fac tin.513 X70-:553 UI �ti _ 1 'b ��NA4E�.• 0 9' _ zL Dls IDESCRiP71CN: CLASSIC AND cH F<? STEEL PLAN SC--3s/-44, PSF 'hrrtr'131NL� 4 GA, Etl"O HaGE5 1 ^.n., W-ERuM,rr,Tg_wN OW= aRoS IDR:dVi: `l': �,f DATE: 3115/95. SCALE: NTS ' k ILtES1.GN ENGINEER: VIFW "n" �_E;•r 'c;, .Ga00 = s,DOt JiG.j� iSCC�? 1T:AMI 114. P E ___._ Ceq•EEe 02' CHECh:�D BY: DATE. - S�.EET 1 GF 4 S:Zc .1-J 1`G IDA LI:.. CE- \C"�:_��O _- iD'.RS Otis AF iri!i i':�5 i�.'it'.. i<l1 ;01:4° ., A,rB - ':ER: i9H --1( 'LASS:C' r -.---I_-- __--_— —� SED Pa11Cl EI,CSS BE7�S j -rCUSE-Ra'SED%nfiL EySCSS COCkS HEEL _ REVISIONS � =1_P9 cJA c� ca Enr.ELs z9 9a 35 CA �� D%�7E: ECN NO.I PPPVC:1 C_5Csa?TION j CL:3AY F-GA,ji 73, 7G I'--:6 I CLD?.Y j GaSS.GR3S - --; IDEAL 1c::St,<:a� <F,ST —RSC 'GALLERY• 1 + __ I 17 i I - I j - I SrE RE•:ISIO\ HiS;OZY ON SfiE°T CNE. I I (—SFFORi-P(.NE{—LSJG-Pn'IEL� _ --- iDtA_ -PC7El 'IF 1S FLUS- ,_PR:h£•E Y_L'S£' � £D"S -- SrE,T PANEL j:CXS PWiEL j V I 1 IMPACT—R=SIS7ANT CONSTRUCTION: STANDARD ASSCA4BLY C0\STRVC770\: 1 SOLID DOORS (NO GLAZING)OR COORS Ph7H OPTIONAL IMPACT-RESISTANT 0LA21NC ARE OPTIOVL DSB OR ?/5"ACIRLIC LITES AVNLAEL E. OPTIONAL ACR'ILIC GLAZING IS i IMPACT-R_SS+ANT. OPTIO?LAL INJECTION-!CLAED POLYCAR30NATE FRONT FRAME AND PLACy,OLITE OPTIX OR LUC,TE CP A?PROVEO CC2 PLASTIC IN ACCORDANCE v;,TH IBC/FBC GLZING IS GE LEXA4 SLY2432T,AN APPROVED CC2 PLASTIC 114 ACCORDANCE VI-,H 2606. 13C/* 9C 2606 AND AN APPROVED Cl PE PLASTIC IN ACCORDANCE WITH FBC 2612 T- ENTIRE DOOR ASSEIt3LY 4MMALLED I\ COMPLIANCE 'IN17H THIS SECTION PIE-TS THE I THE ENTIRC DOOR ASSEMBLY INSTALLED IN COMPLIANCE VaTH THIS SECTION It.EETS THE 'A•11vb LOAD REOUARMEN7S OF T!tE FLCRICA BUILDING CODE OR INTERNAl10NAL BUILDING I RIND LOAD REQUIREMENIS OF THE FLORIDA BUILDING CODE AND INTERNATIONAL BVGOIIIG CODE 5UT DOES 140T MEET THE Ii.1?a.C7 RESS7ANT REOUJRCMENT FOR RINDBORNE DEBRIS CODE A1JD IS LARoE- AND SW-L-MISSILE tU?ACT RESISIA;JT. REGIONS (REF. CKAPTER 16 rw/iBC). 7SE^—ind B—B iPPACT—RECiST,NT GLAZING OPTION) i SECTION ?-3 (Nt„d—ftOPaCi RESISTANT GLAZING OPTION) C , CETA b' rl -. { FRONT FRWJ.E MTH U.V. COATING ON OUTSIDE SURFACE NOTE THAT FENT FRAME IS NARROWER T.is.Pl cTA„ J IMPACT-RESISIA!T FRAME. C'ri1D;JAL DECOf'iATt✓E t-229 ;1ULDPURPCSE H'GH EGAD 71P£ — I25 Srcap-E INSERT / _.,UI'%FEN rRA:1E AND -AC%JE). •'�.o�., 2 ) �—DECCRrKONT•"AC:.D � ( I, _ f:,r,R' h1OL0ED CLS?DE.J N � j LIT_ R.ETA;NER. 1 57RUCTURAL SILICONE SE%1/olT fP,0/." PAN HEAD- S.CRE'ar I _—� (B£AVccIJ STEEL SxtR AND r?At.1E7. 1 J (l0 SCF.c•4S PER LITE). u'PACT RES:SIA:JI �i C CNE-P'.ECE ItiJECT+Cti - , Fv, .LYSTYNE F.ECA:NER r.$TL:�[D TO FRAv.E VRTH L 1lJLD£D CE 'Er.Av P(10) @8. 314'PAN I:E/D NACHNE SCRuPS. j + 1, SS11.21,311i O 2T FNT J J FRid%.c S v'LAZIJG 1 fh4PACT—RESIST ANT ASSEMBLY DETAILS STANDARD ASSEMBLY DETAILS 1 DRAWING 101348-A DRAWING 101348-B HAhI/ � ,% �CO ;CEArS�Oiv'•i No 6 / ••.*- 44Nur ACILRtnO?poIv.CT 'CDC _ (� I �HCRT =AtJELPAN-2FI53 OFS:rIN, LOADS. •z 0 P S F G -se O P S.F _a LONG PANEL: PA^I-2F'.96 t'A ;rte .r;a _ -_� A I' STA E F J k/. 'ECT_Je__ a?.tTS.-=e1_-66.IJ p c r PART Da^,• W/A .�Oi,T,t•c SiJ.'hi10 R T tsY;�`C`?`,• -8,d5C551,Dake-8ia.d-mlELz7e0 Vj- thBLO�AD PFT% 0.1 SS^L3 USA/�1U III.!lo. O C3 4 w F:dxts toTFaIJP.513-770-15 - LP- ....... , 0-, { x.0..5 Ii:_SCR� I''TION: CL+SSIC ANO CH nP STEEc-PAN SC +3e/--4 PjF �00 D=Siu1J EIvC; 'EER: oc,:a_ =col 1PRg1YN SY: V-0, Dr,TE: 3i 1s/as SCALE: NrS �. SCOTT HAMMON. P.F. ?` Dr.;eea a t1/2' 'FLOR.Or, iICFt•15F 5s=�' iCHE-KcD 3'' H[CT 2 0^ . 'SI'E - 4 'CLASSIC' RAISED FANEL EMBOSS DDDR-n j 'CARRi AGE HCUSE' RNS£D PANEL Et+&CSS D33RS 7 SHECT: REVISIONS MODELS 24 CA (25 CA j 25 CA j ( im)ELS 25 Ca I 25 GA Z OF G V. _ CLCPAY a.•,9< f 73. 5 REV. NO.! ZONE: I DATE: j ECN N0. A?AVON DESCRIPTIO%•-* � j.� - 75� C�TAY CJSS, 17 -.� - _ _ c li£AL IaRST, Cr 6RST 'RSD '3ALL_R't' i - I i SEE REVS'G\N HtSTGRY 0\ SHEET CP:E. - I rOL?ES 48, 48H 142, 42B( j 'gRT1S TF.Y• I _ M.:DE_ •:F IS FLUSH 'C:.MAGE tir•USE• -PSS I 3" T'LL U-BAR ; D ' - _ - I (--2"T�1iCK 20 GA. GALV STEEL S-IGR', PANEL LONG PALL `_IN. YEI_D STRENGTH 50 KS: 3" \+=RTICAL JA!'B A'-An-U=�1T t'•'�^C :^77� ?LIICD�kGS) _ 3/8"x.i' LAG SCREvtS Ot. 24` CENTERS. 1-1/3" O.D. PIAS:^:ER RECU(RE'.^. LAC SCP,EViS :!AY BE COUNTERSUNK (BUT NOi REQUIRED) TO PROVIDE A FLiS- AtOUNtiG SURF ACc. HGRIZCNTAL JAMBS'DO NOT TP-MF---R LOAD. \ '2 GA. GA-I.V. STEEL 'CP \�'RTrC,gL Jt.,A16 A?-ACH-4ENT IC-c0 BLOCK OR 2 •0 'SI MAIN CONCA.ETE CO;UMN�: !1! P-OLLER BRACKET. EACH 3/8"x3" SLEEVE ANCHOR BOLTS ON 22" CENTERS (2,000 PSI IAIN. CONCRETE). V.'ASHERS I BRACKET ATTACHED +f NCLUDED WITH SLEEVE ANCHORS f'icxy/6" SHEET METAL OR I SCREW'S. 1/4"x3" TAPCON SCREWS ON IS" CENTERS (2,000 PSI Ma:. CONCRETE) OR i0' CENTERS 25 GA. MIN. G-40 GA;.%, t( SHIP LAD JJI\TS. 1 (C-90 BLOCK). 1" O.D. RASHERS REGJ1RE0 WITH TAFCO:CS. STEEL SKIPR::!N "_y A II ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING BAKED-ON ER AND SURFACE. HORIZONTAL JAMBS 90 NOT TRANSFER LOAD. A BAK-cD-CN POLYESTER I C TC•P COAT APPLIED .0 I I _ 14 GA. GALV. STEEL END HINGE L OTHER JA`JB COtrFIGURAT10NS: REFER TO DASIAA TCS-161. A LICENSED DESIGN BOTH SIDES OF STEEL IIII FASTENEDT'0 END STILES SV/(4) EACH I SKIN. i PROFESSIONAL MAY ALSO RE EMPLOYED TO APPROVE ALTERNATE FASTENERS A14D/CR JAIAB I 414x$/8" SHEET V.ETAL SCREW'S & (4) CONFIGURATIONS. t 1/4" SELF Tk?PL•.G SCREaS. i PREPARATION OF ,IAMBS BY QTH=RS ntiF,: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL. BE THE 4I RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FGR THE BUILDLNG OR STRUCTURE ANN) i. 3" TALL x 20 GA. GALV. STEEL U-?ARS IN ACCORDANCE 'IMTH CURRENT BUILDING CODES FOR THE LOADS US-,ED ON TI-,s DRAYANG• j \- IN A 2-1-2-1 PATTERN (I.E. TY10 U-EARS ON BOTTOM SECTION, ONE 1. U-BAR ON NEXT SEC110N, ETC.), EACH. U-BAR ATTACHED WITH (2) 1/4.'.3/4'. SEL.: T.APP!NG S'CREINS PER STILE LOCATION. i �a I 13A. GAM GAM STEEL 1301-10M B AMT. \�\ AiT'ACHED WITH (2) P14.51&" SHEET METAL SCREWS _ ALU'.'•iNUV. EXTRUS+ON `71-T7Tnli�—T & V1101. :EATHERS:RIP. HAAS/4T �_a SECTION A-A ISi o 'tEV� E 148 1 * N 6° F *�, - - ` -- ShC;A PA.11-.G F N0 1 HIDE I,SHCRT PAVED FA^7-. 153 • •0: •5 Z1 _�•+CS: r LON, PANEL- PAN-2F 746 &v_4 2S.i= STA E 0, :'�( `,i ES L t '� e.c . PART IVO.: '�'A z ec 11-c- +®C�o 8 8535 004 52so•c 1' v n y t'azan,Qi '777 JSA �,A�••C 0 R V OP'•�_�. I I 4...-.\�,E$au '® Y ! ict Vo_573-7.?t` ,,�'�+�/Si(��A� E��,`• I # `0 ' 'Ca` C 2IFT10 'iLASS7C AND'Cll7O P'SS EE.. =AN SC r d/-44 PSF i /71 U111111 1 c:t0 c t.C.S DESIGN EN5INEER- �cao m t.ce: DRAWN BY. Mm � L IEt 3/15/45;SCALE: NTS_�D\eG.B ,SCOT: :�;1.NLTO!d PE. CHECKED BY, I DTE: - I SHEET c OF ..%SIZE .j_, 7 - ' ,� +� t�^.iJ46 �jA?(g(���� (I-�c:R: t8G ! ,.) ��;I `Q ai1}�Era\ if'JIA�-11fV LRL�.7 U L='1tS"''(C` 2\�---,7-A''�`ti.� ~�I.7�IL�G� •.ASSX,7.1-157C P.u:Ei CPU SS v^>:RS - I 'C4cL"J�E R1AGE 1• " ::4SLD i'AAE' EH30SS 0325 i , ----_ _ �_-_+.__ _ _ •_�_�,.,`___ HC E-S ( 4 G 25 GA I n25 f1 - P]�u�'s S—j 25 G4 _ 2 :i f. �- 4 Ar )-Eap; b. ZONE: :P J. _CcSC31?TaCV Etc=A. _ Ecri ;vo. av' .cRS cF. 6R5T _ 2RSi 'G4LCRY' I G'`' •'S•GR55 ' __ iJ _ _ _ SCE R:'/iSICtJ H:570Rr Otu SHECT OSE. eOtNES ) •:E,aB3 t42, 423 -- i H3LPES - -t —S+D=-T�.F-rE<—{{{N5-PIJ:=•--� 'ART7ST'v.Y• ..`5S i ___- __ --. {-- + 1D^� MODEL 4F is FLUSH CARRIAGE H]JSC' D ` SHORT ZNCL. LONG P4:1_L- G ( ( J R!J' VF!^ R„TI V. !-•+3'S�^ ODO4 COU!ITER3sL!J.'CE S157EI.1 JA`!3 `ll fIGL;RG iIf•'� ll SUPPO SUPPORT, TRACK i'^A CAU',STEEL FLAG BRACKET A7*•CHED FO DOOR SU??ORT By DOOR JAMS!1717 3)5/16`r. I-5j 9"LAG S>_nEt'i5 I- :NNSTALLER�„SUIT H'iiriTl L` I ) ' A.`:D TO 7RAC1:'7.?H(2) 1/4`R`,'EiS. •_,T L" I INSTALER SU 7'- 76-1 2.5 57P WOOD JAMB. SiE r-OPTIONAL STCP VOVLD:NG E`! L (? SU-7.).ti^,x6F:TRACK LONFICJRAi:OH i', %zeta P4?A.RAT:CK+'NO?E" nSC4=T_!, DCC4 OPEI:ING CECS u -<$k;'C: S�A.D.•G I.TE 3:-OC. Mg'- - � , ` �,. GA G•LV. S EE. Eh01.07 AFFECT THE WINO LOAD /:L[. lt'�. t.' ���"R;.iG OF THIS ODOR -62`tA` 2"GALV STEEL TRACK,iRJ•.CK Tr.1CKNESS: O.BB3•. OM 2-1/2'x 12 OA GALV.SHIEL-�� TRACK BRACKETS FASTENED 70 A+Y10D JAMBS wall 5/6•x 1-5/8` `•i IB GA. GALV, $'EEL CENTER HriGE 7 "I,C•. RC:1>.D /(.)EAC;.A�SCR'Va. i PUSH 1.UT FAS,--XD TO INTER. SLLES lY36'_2• -6"130' ` FASTENER 874.5/8'SHEET VC7AL SCRLAS. �-TYP. 2-t/2"% 72 Gs,GAL`7. f 1 C z STEEL TR:C-z BRAC-ETS. 12-6`11 `i4 GA, GALV.STEEL ROLLER HINGES FASTENED TO END STILES /'a) EACH §MK5/L- w ATTACHED TO JAms V11TH (1) 11'i'- ld / SHEET'LIEU:. SCREWS AND (2) 1/4`SELF TAPPING SCREWS PCR E%ID 1CNGE. co 5/16'x I-S/6"LAG SCRE11'PER 1 '-F"iso` 2•GALV. STEEL TRACK FASRNEO TO TRACK BRACKET t<'-0_lr,^; 12 Ga GALV STEEL TRACK 6RAC<ETS 14'---1 + H^:H EITkER (2) 1/a`DIA,FCVLTS OR -2"}'A 7-1/2-LONG 57-71A. 10 6ALL STEEL ROLLER WITH STEEL OR tA;ON' TIRE. i 1O_ 75-U"11J?F (1) 1/4'x 5/8'DOLT L. NUT PER SFCTrN C-C =r.• Its'-6`i;J Tn_AC 3-1/2' K BRICKET. I 1184' rREPA?Ai:iV ti JAM--S BY 07�i•-<S. LHR BRACKET117;^2) 1/a 5-3/+-c FTA) Ar,AGHED eniH(2) :/c' 3/4"�'Lf�7APP�,G' `SCREWS. iFAC�: IS A'SO lV7JLACLF i0::�Ea-R^OL1 t7PTICr; DOUBLE r:ORIiOA•:AL i RACK. .•pT i�#,;• NO 6,V to\^JF!•C7lIRit�U PRODUCT CODE pC J �+Sf,.•RI' P&NEL: PA14-2%t53 g /�,� t�� OES16N L;a'.c• -3E^ PFS°_ P !AR7 PANEL: P,1N-2F75G .�' STA ES F •ul •ESl'CLIl,O:St' S ,-_ a �IF;.3T NO.; Id A -� -5_.0�?.S.F. / .O•• A •C[/`� U^4:t•aw C+-c•— O -o'•0.8 , - V77: f PAT? F1 ^���••.[OR 1�✓'•�'c`�` T(:LE-ABIDE$' ®`UIU ay j'S�.00R�s3y USF 1,-. LD D r� 7 arc P et Ra 573-L�-.SGC C S` .0 t C31 .3�•x:.,y Frctx:l CoT.:: (c.N,.SI3_?;,,._ac53 `"Awls, • AplAilll Ll\\\ ( .009 r, x OGS DESCRIPTION: ^CLaSSIC CH RP S-EE'_PATI SC4,38/-44 P5F PES?G'': 61.G?VEER: coop>s •OCI DRAU'N BY: V•t% DATE: 3/TSfDS SCALE. NTS jr 1 SCOTT tl""L" pe Oegracx w- efF�.. ,CHECKED 6Y: -- (DATE: -- _ �SMEET 4 OF 751E .lJ iL0?•:A •IL 'ac�_yi=3-cq 4r sSlusyxtLi-i5 r,c. NO,: 107349 :JR � __.__._.___ F o v+ P a fes'p Q 1���� ; �