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HomeMy WebLinkAboutproduct approval 2 F� l • ,�-•in... - — -••'''� T, i. " �': .,k. ..•r'. _ :`:_ :.:� �:• r �cs.1.az,� 1. 71,{':"`�r,�,?r.•�'��`„sl : _ .. r ... rte. - �.���...�...�..:.�:•:�_ BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FOC Staff BCIS Site Map Links Search 0, 01 kr Product Approval USER-Public User 1 ra7u[f ApLmunl F_anu>ProdOct cr AOOhG:UDn Search>AOohtalion List>Application Detail V'• T,.' -s� FL= r FL16107-RSO ` aj 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@clopay.com ethnical Representative Address/Phone/Email . Lality Assurance Representative Address/Phone/Email Category Exterior Doors ubcategory Sectional Exterior Door Assemblies :ompliance 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 Ehe Evaluation Report Florida License PE-63286 Ruality 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 I (Certificate of Independence 1'11(')107 R1Q COI Certification of Indenedence of y.IJ1 I`1Dan Efk[ty_- Crary PfuPhler.pdI FLIG107 RIO COI Statement on Independence or Evaluation F.ntily ScnttHamilton 120424.ndf 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 I Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FLIk RIO Fnuiv 70170809 FL16107 RIO EOuiy 20170809-FBC DASMA I IS enu:v.pdf 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 late Approved 10/10/2017 Summary of Products Go to Page (0 ® ® Page 2/3 6 b FL# Model,Number or Name Description i 16107.21 21 WB-16 DSIE-IF471:G02SP, 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,MFC68,4305,HDGR, Resistant Lites 6205,SFR68,MFR68 Limits of Use Installation Instructions Approved for use in HVHZ:Yes F1.16107 RIO 11 104786-Rev04-5ione0.pdf 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 P5F/-52 PSF Evaluation Reports Other:Max.Wind Speed(V_ult): 170 MPH.Solid doors or FL16107 RIO AE CBPC 130214-A.Ddf doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No Iresistant(large missile impact). 16107.22 22 W6-09 DSIE-SF171:4400, 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 Utes 67G,68,SP200,SF200,SE200, 6200,6201,6203 I Limits of Use Installation Instructions Approved for use in HVHZ:Yes F1.16107 RIO It 1015?6-A-Rev?O sionerl nr11 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 R10 AF CBPC 13021 .A.prlf doors with optional impact-resistant glazing are impact- Created by Independent Third Party:No Iresistant(large missile impact). 16107.23 23 W6-09 DSIE-IF171:4400, 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 Approved for use in HVHZ:No Fl 10107 Rt0 11 101526-B-RBV70 smned.us.. 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.odf requirements of the building code but DO NOT meet the Created by Independent Third Party:No impact resistant requirement for windborne debris regions. 16107.24 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,48,42,55,488,428, Resistant Lites 55S,GD5S,GDSSV,GR5S,GR5SV, ARSS,ARSSV,EDSS,EDSSV Limits of Use Installation Instructions Approved for use in HVHZ:Yes17-sign-0.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 RSO AE CBPC 130214-A.ndr Created by Independent Third Party:No i i doors with optional impact-resistant glazing are impact- resistant(large missile impact). 16107.25 - 25-W6_09 PAN-21`153: 84A,_94,7.3, Steel Pan(min.25 ga.)Single-Car(up to 9'0"wide)- 75, 1500,-190;4RST;4RSF,4F;' WINDCODE@ W6 Garage Door 611ST,6RSF,48,42, 55,48B,42B, _ - 55S,GD5S,GD5SV,GR55,GR55V, ARSS,ARSSV,EDSS,ED5SV Limits of Use Installation Instructions Approved for use in HVHZ:No I'L1G107 RIO II 101348-B.Rev17 5 nned.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 FL16107 R10 AE CE)P; 130714"A.old 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-21`156: 76,76V, Steel Pan(min.25 ga.)Single-Car(up to 9'0"wide) 211ST WINDCODE®W6 Garage Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FI.16107 RIO Il 101348-ARev17-si(ne(.L&O.1 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 FIJ6107 R10 AF. CBPC 1307"14-A.odf doors with optional Impact-resistant glazing are impact- Created by Independent Third Party:No resistant(large missile impact). 16107.27 27 W6-09 PAN-2F156: 76,76V, Steel Pan(min.25 ga.)Single-Car(up to 9'0"wide) 2RST WINDCODES W6 Garage Door Limits of Use Installation Instructions Approved for use in HVHZ:No FL16107 RIO li 101348"B-Rev17-signed.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 FI-16107 RIO AE CBPC 130214-A.pdf 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-1A171: 205C, 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@ 64, 65,62G,62LG,64G,SDP38, W6 Garage Door SFL38,SRP38, 134, 135, 136, 6130,6131,6133 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 RIO 17 104814-A-Rev00-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:+36 PSF/-44 PSF Evaluation Reports Other:Max.Wind Speed(V_ult): 170 MPH.Solid doors are F1,16107 RIO AF CBPC 130473-A.ndf impact-resistant(large missile impact). Created by Independent Third Party:No 16107.29 29 W6-09 DSIE-1A171: 2050, Double-skin Insulated EPS(exterfor skin 27 ga.min.; interior 2051,2053,4050,4051,4053,62, skin 29 ga.min.)Single-Car(up to 9'0"wide)WINDCODEO 64,65,62G,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 ELL6.1-07 RIO II 1Q4814-2-RPy0[.:%annd,Pd1 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/-44 PSF Evaluation Reports Other:Doors with standard glazing meet the wind load Fx0107 RIO AE CBPC 130433 A pelf requirements of the building code but DO NOT meet the Created by Independent Third Party: No impact resistant requirement for windborne debris regions. 16107.30 30 W6-09 DSIE-1F471: GD2SP, Double-skin Insulated EPS(exterior skin 27 ga.min.;interior GR2SP,GD21_P,GR2LP,AR25P, skin 27 ga.min.)Single-Car(up to 9'0"wide)WINDCODEO AR2LP,ED2SP,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 FL.16107 RIO li 103954-A-RevQ5-,iLLni 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 FL16107 R10 AE CBPC 130423-A.ndf doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile Impact). J 16107.31 31 W6-09 DSIE-1F471: GD25P, Doubie-skin Insulated EPS(exterior skin 27 ga.min.;interior GR2SP,GD2LP,GR2LP,AR2SP, skin 27 ga.min.)Single-Car(up to 9'0"wide)WINDCODEO AR2LP,ED2SP,ED2LP,4302, W6 Garage Door HDGC,6202s MFC68,4305,HDGR, 6205,SFR68,MFR68 Limits of Use Installation Instructions Approved for use in HVHZ:No FL16107 R10 II 103854-B-RevQ5-s1gned.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 FI.16107 R10 AF CBPC 130423-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. 116107.32 32 W6-09 PAN-2F443: G4S,GS4, Gallery/Artistry/Expressions: Steel Pan(min.24 ga.)Single- GD4S,GR4S,G4SV,GS4V,GD45V, Car(up to 9'0"wide)WINDCODE@ W6 Garage Door with GR4SV,E4S,ED4S,E4SV,ED45V, Optional Impact-Resistant Lites SS4,AR4S,SS4V,AR4SV Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R10 11 103488,-A-Rev07-sinne0.pdf 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 R10 AE CBPC 130423-A.0f doors with optional impact-resistant glazing are impact- Created by Independent Third Party:No resistant(large missile impact). 16107.33 33 W6-09 PAN-217443: 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)WINDCODEO GR4SV,E4S,ED4S,E4SV, E04SV, W6 Garage Door SS4,AR4S,SS4V,AR4SV Limits of Use Installation Instructions Approved for use in HVHZ:No FL16107 R10 11 103488-B-Rev07-su:ned.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 R10 AF CHPC 130423-A.ndf requirements of the building code but DO NOT meet the Created by Independent Third Party:No i impact resistant requirement for windborne debris regions. 16107.34 34 W6-09 PAN-2F446: G4L,GL4, Gallery/Artistry/Expressions:Steel Pan(min.24 ga.)Single- GD4L,GR4L,G4LV,GL4V,GD4LV, Car(up to 9'0"wide)WINDCODEO W6 Garage Door with GR4LV,E4L, ED4L,E4LV,ED4LV, Optional Impact-Resistant Lites SL4,AR4L,SL4V,AR4LV Limits of Use Installation Instructions Approved for use in HVHZ:Yes Fi.16107 R10 I1 1n3488-A-Rev07-s:nnnrl ndf Approved for use outside HVHZ:Yes Verified By:Scott Hamilton FL PE 63286 I 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 FIA6107 R10 AF CBPC 130423-A.Ddf doors with optional impact-resistant glazing are impact- Created by Independent Third Party:No resistant(large missile impact). 16107.35 35 W6-09 PAN-2F446: G4L,GL4, Gallery/Artistry/Expressions:Steel Pan(min.24 ga.)Single- GD4L,GR4L,G4LV,GL4V,GD4LV, Car(up to 9'0"wide)WINDCODEO W6 Garage Door GR41_V,E4L,ED4L,E4LV,ED4LV, S114,AR4L,SL4V,AR41_V Limits of Use Installation Instructions Approved for use in HVHZ:No FL16107 R10 II 103488.13•Rev07-sionea.odl 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 R�fl A�[IiPs,t�QQZA_RJf requirements of the building code but DO NOT meet the Created by Independent Third Party:No impact resistant requirement for windborne debris regions. 116107.36 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)WINDCODE©W6 Garage Door with Optional Impact-Resistant Lites Limits of Use Installation Instructions Approved for use in HVHZ:Yes E1.1-51_Q7_R1C!_fI_144.72Q� v27 s!gaPsLahf. 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 P10 AF CBPC 13[1423-A.vdf doors with optional impact-resistant glazing are Impact- Created by Independent Third Party: No resistant(large missile impact). 16107,37 37 W6-16 PAN-21`443:GD4S, Gallery/Artistry/Expressions: Steel Pan(min.24 ga.)Double- GR4S,ENS,AR4S Car(9'2"to 16'2"wide)WINDCODEQ W6 Garage Door Limits of Use Installation Instructions Approved for use in HVHZ:No F3..1.1~L-TL_KLI._-lLa.24fyn�1_fiavfll.,_Sl1f�NC11151f. 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 F1.10107 R10 AF CBPC 130423-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. 16107.38 38 W6-16 PAN-21`446: GD4L,GR4L, Gallery/Artistry/Expressions: Steel Pan(min.24 ga.)Double- ED4L,AR4L Car(9'2"to 16'2"wide)WINDCODE@ W6 Garage Door with Optional Impact-Resistant Lltes Limits of Use Installation Instructions Approved for use in HVHZ:Yes EL16107 R10 Il 104790-A-Rey07 sinnAd,p_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 Other:Max,Wind Speed(V_ult): 170 MPH.Solid doors or FL16107 1110 AE p' 13Q4?a:j&,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-217446: 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 E1,16107 RIO If It �_Q-N-Rr,YI(�7_gr(n� rel 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 FL;¢ISI7 R tiP,(,_.l,;jOC{x__/1,1)10 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,ED25P, 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 FL16.iQ7.__RL2ll1G41L4:3eYIl4_sl0ee�ndt 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 FLtG107 .10 AF CBPC 13042 i-A.ndf doors with optional impact-resistant glazing are impact- Created by Independent Third Party:No resistant(large missile impact). !Go to Page (D ® Page 2/3 0 Oselt Nezt Contact Us::2601 Rlair Stone Road,Tallahassee FI.32399 Phone:850.487-1824 The Stare of Florida is an AAJEEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statempm. Under Flor da low,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 mail 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 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an entail address if they have one.The emails 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 4SS,F.S.,please click here. Product Approval Accepts: M IS+y.•al L�EE] O Crede? C%iid Safe I i d ' e { 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 i 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 American Test Lab North Carolina. Component testing was cond�rcted by HETI and ETC. For the doors listed in Tables 1 through 5, Static Pressure Tests were conducted in accordance with TAS 202-1994, ASTM-E330-2002 and ANSI/DASMA 108-2005. Missile Impaict and Cyclic Pressure Tests were conducted in accordance with TAS 201-1994 and TAS 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 uIts 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 these'High Velocity Hurricane Zone test requirements of the Florida Building Code and t ierefore are qualified as impact-resistant assemblies (large missile impact). TABLE 1: Drawings for doors with Manufacturing Product Code (MPC) PAN-2F1�5X 10138-A-Rev17, max. door size 9'0"" x 16'0"; +38/-44 PSF (design load) TABLE 2: Drawings for door,- r5 witl) .Mal.Mfacturi.ig Product Code (MPC) PAN 2F156: 101318-A-Rev17, max. door size 9'0"" x 16'0"; +38/-44 PSF (design load) TABLE 3: Drawings for doors with Manufacturing Product Code (MPC) DSII;-1 F171: 101526-A-Rev20, max. door size 910"" x 16'0"; +38/-44 PSF (design load) TABLE 4: Drawing Q_r_dp,Qrs ibLith Mpji)factur�g. >n duct Code (MPC) DSIU-1F171: 104778-Rev03, max. door size 16'2" x 16'0"; +46/-52 PSF (design load) TABLE 5: Drawings for doors with Manufacturing Product Code (MPQ DSIE-1.F4 1: 104785-A-Rev03, max. door size 16'2" x 1610 +38/-4Z PSF (design load) 10476-Rev04, 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 108-2005. The pressures listed on the drawings are either direct results of these tests or results obtained through engineering rational analysis based on actual tests. I have concluded that the door designs listed below in Tables 6 through 9 are in compliance with these test requirements of the Florida Building Code. TABU G�Dr_1wings for doors with Manufacturing P�4 U Code (MPC) PAN-2F153: '10'1348-B-itev'17, max. door size 9'0' x 1.6'0"; +38/-44 PSF (design load) PAGE 1 OF 3 FILE: CBPC_1307.14-A.3 i EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE- DOORS,WG-WS TABLE 7 Drawings for doors with Manufacturing Product Code (MEQ PAN-217156- 1,01.38-a-Rev17, rnax. door size 9'0"" x 16'0"; +38/-44 PSF (design load) TABLE 8• Drawings for doors with Manufacturing Product Code (MPC) DSIE-117171; f 1015126-B-Rev20, max. door size 9'0"" x 16'0"; +38/-44 PSF (design load) TABLE; Drawings for doors with ManufacturingProodiict Code (MPC) DSIE-11`471: 10�47i35-e-Rev03, max. door size 3.6'2" x 16'0"; +38/-42 PSF (design load) Test Re orts: ATL-0107.01-13 (2/20/13), ATL-1206,01-12 (1/23/13), ATL-0801,01-12 (8/15/12), ATL 827.01-12 (10/9/12), ATL-0115,01-13R (3/18/13), ATL-0117,01-13R (3/18/13). Thes• reports document compliance with the TAS testing standards and are signed and sealed by David Johnson, FL PE 61915. Product Description for doors with MPC PAN-2F153: These doors consist of 2" thick steel pan sections with min. 25 ga. (0.019") skins` The steel skin is at least G40 DDS per ASTM A653. The maximum section height is 21T. These doors may have optional Impact-Resistant Glazing (Molded). Optional Impact-Resistant Glazing is a one-piece injection-molded front frame and glazing. The follovI in models are at least structurally equivalent to the tested door: 84A, 94, 98, 73, 715, 1500, 190, 4RST, 4F, 4RSF, 6RST, 6RSF, 48, 48B, 42, 42B, 55, 55S, GD5S, GD5SV, GR5S, GR5SV, AR5S, AR5SV, EDSS, ED5SV. Not all models may be shown on a given))drawing, Product Description for doors with MPC PAN-2F156: These doors consist of 2" thick steel pan sections with min. 25 ga. (0.019") skins] The steel skin is at least G40 DDS per ASTM A653. Sections may have 1-5/16" insulg1tion captured in the cavity of the pan section. The maximum section height is 21". hese doors may have optional Impact-Resistant Glazing (Molded). Optional Impart-Resistant Glazing is a one-piece injection-molded front frame and glazing. The following 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-iF171: 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 inject!on-molded front frame and glazing. The following models are at least structurally equivalent to the tested door: 4300, 4301, 4310, HDG, I-IDGL, HDGF, 66, 66G, 67, 67G, �8, 6200, 6201, 6203, SP200, SF200, SE200. Not all models may be shown on a given drawing. _r ict Description for doors with MPC DSIU-1F171: T�-- hese 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 Glazi 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, PAGE Z 6F 3 FILE: CBPC_130214-A.3 S 1, I, $ t EVALUATION RFPORT FOR CLOPAY BUILDING PRODUCT,COMPANY$FcTIONAI.GARA(;F Dr)M,,W6-W8 7201, 7203, 8200, 8201, $203, 9200, 9201, 9203. Not all models may be shown on a given drawing. Prod[ict Description for doors with MEQ Q_$TF- F- 471, laminThese doors consist of 2" double-skin insulated sections with an EPS core ated to both skins. Both inner and outer skins are min. 27 ga. (0.016") G40 DDS per STM 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 least structurally equivalent to the tested door: GD2SP, GR2SP, GD2LP, GR2LP, AR2SP, AR2LP, ED2SP, ED2LP, 4302, HDGC, 6202, MFC68, 4305, HDGR, MFR68, 6205,. SFR 8. Not all models may be shown on a given drawing. i ,Im ct 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 resting 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 I D638 (after); ETC-06-1024-17496,0 ASTM D2843, ASTM D635, ASTM D1929. Impact Resistant Glazing (Aluminum): The optional impact resistant glazing is an aluminum front frame and a separate polycrbonate 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 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 9f this report does not attempt to address all design details and relies on the illustrations and text of these drawings as well. Jambs, lintels, sills or other structural elements required to prepare openings are not covered, The design of the supporting structural elements shall be the respoIpsibility 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) referenced 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 drawing(s) listed above. The manufacturer's licensed design professional listed on the drawing(s) has reviewed the attachment details and installation requirements. `�ttcutfii������ Signa�ure: ��� HAM/1 Scott iHamilton, P. E. No 6 za Florida P. E. No. 63286 Date: eP!,a07 O�: STATE OFI. • w � PAGE 3 OF 3 ,��/��S�O�\JA` ,;,��, FILE: CBPC,_13021-1-A.3 'CLASS:-,' RAISED PANEL £MB:Iss 030R5 _ 'CARR:A,3E,HOUSE' .-RAISED PANEL E!".e^OSS D?ORS SHEET, _ u' ---R--J-•s _.�.______.__..._..�___._.._- _ m--644 __ _ e03ELS 1 m GA ;25 GA 25 G� f atCDELS_ 5 GA 25 C,F ._ _ ' .CY 4. _-- —--j a^Tc __L�\._r________ =SVA' _ .'tCPFY I BAF.94 '73. 75 `76 CLDFA -- R NO• ZONE: ::7, >:Pb"]') D_ ,PiION 1 C'CFL 14RST,4rx1 SRST RST - 'GALLERY. f 17 `� _ 12/11/13 - ;.,ci4 j R_4ScD FOR NZW LDAC•S. S - 'AP,iiSTRv' S}+LR�aghC{—i{nNG_Pf VEI-f - -- T- a IDEAL 'CARRIAGHO ED55 +11 D IS FLUSH1 E USE' f i ^ SHCRS F•A!JEL j LONG P6t.'£L H RT PANFI_/F'USH '141-E + 1Tc- c71LE BETWEEN EAC-^i L' _ _ - EMBOSS [(3) STILES PER SECTION AT 9'0" 'G'I q EACH INTERM STILE OPTIONAL GLAZING MAY BE ATTACHED SMITH TOG-L-LOC (TOP 8: 9,^,iT01>t)ANl URETHANE &.D4.ESPJE STANDARD OR IMPACT RESISTANT (ALONG CENTER). GLAZING. SEE SECTION 3-s ON LONG PANEL MOD--_$: (3) TOTAL STILES ?ER SECTION. (tj STANDARD :HEFT 2 SOP, DETAILS. E lN7ERrfECIATE STILE BETWEENEACH EM!ROSS. EACH STANDARD iNTEPM MAX. STANDARD SIZE IS STILE ATTACHED %9TH TOG-L-LOC (TOP 2< BOTTOM,) AND URETHAN- 1 19-1/2"x16". IMPACT RESISTANT ADHESIVE :ALONG CENTER). EXTRA INTER:!. STILES (1) PER LONG PA%- D ^P GLAZING IS 21-5/8.1<-1/0. PER SECTION, FIELD-INSTALLED WITH (4) f8 SITS (PEP. STILE). DD:;R HEIG.".T ;ECT IONS DCF U-EP.RS MAX OLD SIZE IS 18-1/2"x11", � U? iD T0' 4 6 —�A END STILES ATTACHED TO DOOR 7'3' TO S'9' 5 8 —'- - SKIN YJIiH PATENTED LOG-L-LOC : 9.0' ill ID'6' _ 6 9 - .--e—�I I SYSTEM (TOP, BOTTOII, se CENTER). 10'9' TO 12'3' 7 1( z ti I y lI { I ccc ' i. nr I I _ END riNGE i2'6' TO 14'0' & 14 a �� A' 1 Vitt'/ 9. ' MAX SECTION HEIGHT+ p I I SEE INT,ERMED. HINGE o VIE'N C. QQ SLIDE SOLT LOCK END ENG.aGES INTO r� vS I I VLRT tCAL TRACK _ STI_E. J Or:E LOCK ON F 1 EACH SIDE OF 0 DOOR. TH:S DOOR ISEE7S OR EXCEEDS-,Hr-DEVON LCADS FOR TnE = i ULTIJ:d.TE'NIST,SPEEDS LISTED MOW ACCORDING TO THE FLORIDA 3LT:DLNG CGDE OR THE(kTEnhAT:ONAI BUtLDRJO CODE(EASED ON pU " TWO POINT LOCKING INSIDE SLICE BO!T ASCE7-10)FOR THE FOLLO'NING CONDITIONS: 1)ENCLOSED O_ /� � BULDING.2) DOOR HAS 2'OF%1/:DTH IN BUILDING'S END Z01 .31 O --- — —— INTO TRACK SNAP LATCH ENGAGES l QyK 0n-.;CN. •ANY ROOF SLOPE,AT<)TESTING IN ACCORDAItCE WITH X1. __ ONO Vc-RTICAL TRACK. EN•O STILE. ANS!/OAS4A IGS.SITE-SPELL F CALCULAf10N$ 9Y A OVt.LtF1ED [=,I {{ O,'.- S IDE A DOOR. DESIGN PRO:"ESS!GJiF1 LfY DIFFER. �v I r II I i t'R II C SIDE ULTIMATE WIND ,J I&I 11I j ;tlt s) E9 SPEED MPH.) 155 153 170 )80 195 + — i __ — OUTSIDEI R- ^� CXPOSU.RE L ----- -'- -- - - (J YJt\OLE• LOCK BAR CATEGORY F.C,D 1 8,C. D B.C I B. C B OPTIONAL OUTSIDE KEYED LOCATION OF n_ - 1 I -✓! An' OUTSIDE4 END I ENOAOES IN LOCK POSITION OPTIONAL VENT KEYED- !4t , TRACK I tS'c AN ACDF H£IGHT 25• i5' 25' l:i SD' I 1 HANDLE. 1 j STILE. EACH SIDE MAX. DOOR WIDTH n 9--0" -� r INSIDE ELEVATIQ I iNS!DE HANDLE OF DOOR 'CLASSIC' SHDRT RAISED-PANEL SHOWN. LONG 'CLASSIC' QLT ty- I<E.rD LOCK %MITA CSIYSIDE KEYED !CCK WIT!-I AND SHORT 'CARRIAGE HOUSE' ARE ALSO APPROVED. yNAP�i,kTOH f, ?T tom. IS%GK,9AR LOCK71:p. ``1111 rrglllq OlS HAIIg1(TO✓,� GENS yIs 14x$/5' SHEET *�• No 63 $G/ * r- I,'ETAL SCRE:45 \ �._..__�. -- .- ,aA1:aLncTDR[IVO FF,3D2:T s^ODE _/-/G•; �_ r �\ -'� SHORT Pa�£L: ^rAN-_F1_3 : ��(( (r/j ll _ Opl�\/ 1,b`F LONG PAN.1: PAIJ--e-156 )s, ESI N 71 /s J�� o SI O S._57C 3 5§.0`P.SF: l PART NO.: !./a. A ����. STATE OF ::Q`j i/4"x3/4" $ELF --Y--F.7,. § a cir- s PBy 8585 Da-a 9oc'e.�cro VIMILOAD RATING f '/` 10T• A �/ TAPPING SC3i=1"S n,�, ® M-son,OH 45640 Ln�" j j iCC •�OA1O.P:��,� OOo TOLCR .,_S>xa p- a• `+'J �DP I O ® TeL t.5.313-7i 4a•1 i. t 1 �0�ss N�1% \\ O o ±C31 :cc.y Fa.:s Ce-xay ici Na 51}:7T,-4553 ..1 1 �--) i /DNA i �1•• o. 0?u t-015 1DESCRiPTiCN. CLASSIC AND CH R? STEEL PAN SC +3a1-4A FSf' { 14 GA. ENO HINGESyS ZA. INTER LAPP E,a:IN^. jQ�$iGN 'Nl1NCER: - V;Ee �'_Ei?� _ D.G9^0 = x.OG1 IDRASvt: EY: L;e; DATc: 3%15!95 SCALE: NTS ;D1;G.D t?a'Ee6 =-:! B c C: [ SCOTT H+,MILTON. P E ICHECKEO Y: -- DATE: -- �t•,CET 1 Or 4 ...7E R DA I. Nc N" 5,;4 s:e -e � <° A%8 vER: ac —� .i 1 �E J.� �"i p!+�l: AF AR,+:7 1:.. ,:�D'd"v Nl": TD13 I_ 3 til 2 a �—_LASS:C' :J.SED PQt FL E mss DC77S -1— ---- --.•---.L..-_.-.-__-__..-__-._____. -.-_._,__�__ 7 I ;.ARR,AC.r ypuSE• RAISED=DUEL EN3GSS ADCkS t HE[ j -`- - _ _ --_-' _ - - REOSIONS Mr:'Drir as sa -5 CA—YI - - - `Jr t "P,�v. kO.i ZC\e' ' r LL:lar Eos.>a{7?, 75 ,5 + DA EON NO. PPVC:I C=SCRP-10N, 1 _ �P,S 2RST { 'GALLERr t LASS,CRSS -- 17 I - - - - S.--E REt'iS1J`. HISTORY 0.•J Sfir CNE, ! ( IDEAL ORS:,4: { ,G'L'dES 1 42 ,?y 11,2 __ Ila, --s —SK7..'4-?i,!�E�i�•J�-� AAE.^.'_ -. r_ teGYt .. 1S rLUS I 'CAf,R = Li - EMS _. {SHLRT PAh-L i LCN:1 PtWE'- i I i IMPACT—R—tSIS?ANT CONSTRi.ICT10N: STANDARD ASSEMBLY C:ONISTRUC710\: I SOLD DOORS (NO GLAZING)OR DOORS V.I.1H OPTIONAL MIPACT-RESISTANT GLAZINS ARE OPTIONAL DS3 OF, i/S"ACYRLC L ITES AVALABL E. OPTtON%.L ACRYLIC GLAZING IS IMPACT-RES;STANT.CPTiONAL INJECTION-!;CLDED POLYCARBONATE FRONT FRAME AND PLASKOLITE OPTLX OR LUC,TE CP APPROVED CC2 PLASTIC IN ACCORDANCE V;aH IBC/FSC GJZuaG IS GE LExAtJ SL%2432T,AN AP?RO'T CC2 PU_ST!C IN ACCCRCANCE V47H 2606. TBC/FSC 2505 AND AN APPROVED C1 PLASTIC IN ACCORDANCE WITH FBC 26:2. T�.E ENTIRE DOOR ASSEUBLT INSTALLED IN COMPLIANCE WITH THIS SEC710N MEETS THE THE ENTIRE DOCK ASSEMMY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE 'A•itJD LOAD REGUIREt1ENi5 OF Ti- FLORIDA BUILDING CODE OR !FI'ERNA7IOPU,L BUILDING i WIND LOAD REQUIP.EMENTS OF THE FLORIDA BUILDING CODE AE) IN7ERNATIONAL EUILDING CODE BUT DO-S,OT MEET THE R:PACT RES.'S?ANT REOVIREN,ENT FOR YOND3ORNE DEBRIS COLE AIJD IS LARGE- ?ND SVA'-L-MISSILE IV.?ACT RESISTANT. REGICN5 (REF. CHAPTER 16 FBC/IBC). 1 SECTION B—B (IMPACT—RESISTANT GLAZING OPTION;) I SECTION ?—B (NON-1k, RESISTANT GLAZING OPTION) V FRONT FRAdE VhTH UAC COATING ON OUTSIDE SURFACE. NOTE THAT F-�'NT FRAV.E is iJARR0Y7"cR T iAN =TA+' �Lt1PAC7-RESISTANT FRAME. zs OPTIONAL DECCRA7(VE 2?9 IAE;IPL!?PCS?HIGH GOND TAPE �r SP1AP-IW INSE3T (citSEEK FRAME AAD %AC:,-.)F i T DECCRKTIVVE FRONT FACADE. II : -��ST+IiCiURAL S!UCO:JE SE.,A+IT i LITE RETAt\'-cR. (BETV.-HU STEEL 9(tH ANO 1111.tE). N6e3,/4' PAN HEAD S.CRE'W (IO SCP.E',4S PER LITE). IVPACT PES!STAN7 `�/ CNE-PIECENJELT<Cti _ LPC;yS1v-ENE RET„NERC FacTENED TO FRAV.E WITH I O VOLDED GE rEYAV( 10) IfR.. 3/4'PAN HEAD I.ACHwE SCREWS. I LL SL1:2-32T FRONT 3 j :RAVE i GLAZING. I I IMPACT—RESISTANT ASSEMBLY DETAILS STANDARD ASSEIv4BLY DETAILS DRAWING 101348-A DRAWING 101348-B 4 fnfi —� I No 83 MANWACTLRING PRODUCT CODE `1 SI-.ORT PANE;: PAN-i;'153 �•p Li��t.� DES!G\IC=DS. -3�0 PSr {,• -'<0 PS.Ff- LONG PA•�EL: PA!T-2F!56 =OL, STATE F •SIU, _5T-_�-S RT�i= _�EcJ6 _5__F ' _— PART NO.:-N/A _____j R 1 V 5. sa”. --®Clopay -�«L• 00 6ivk+ufe - .� f T• d. .e i® 741. ,0:•� "1 AD RAT(. i �i�fC•• O R lQ.•����� �t!. p {Y I �j ss• ••�� �� u _C37 E,n^t v�.s.crax u 1'0.513-TN-4@53 I;.�--'D 1 .,vL I ;I hyo/O(�,'A1. Itttt O'A a -0�5 ,CESCRlPTION: CLASSIC A-NO CH RP STEEL"PAN SC I fNflJlll11 COO- r y DESIGN EN51NEER' 011:0 = r C01�,FSLCO•DTn!T;e+.:W:„IITO`J._._ --Li'�•,.;.0 5'••rc ctn..:x.� .(gnpRuAu'.pJ,\OBY:; 38 SCALE: N7 _5 ^.F ICFaS( tCH-CKEC• LY; DATE: ISHEET 2 0-' 4 4 SIT'AGE � ASG_ 1VcR: !3= 4y --'----? FCS0RE,DD POR-W1,13))VM`t�' A%FLrFIO,'V L 16)0-37 . ' ° 4 � � � r C---A=V•—.1•)SEG P.tr,4L EPF•5S tZMRS _!.'CARRIAGE hDIJSE' %•ISLD PALL EMBOSS POD?$ !Li%tt5 4 24 GA _f z5 A 65 CA�. K9''•LS 25 G4 ee^5 t•c r (J- rj (a,v. 110.1 zoran: ECN No. :;F?,,�: DESCRI=T:cN �—7ELAL RST, 4F. �t GD5S,GRSS 17 _ - _ �5rc REVi51v^tJ H;S iO.RY OW SHEET _�___ I bR57 _ c^^RST ) G F'].A'ES`%i.483 a.423, a KULYES 1 AR5S __r—&+433.T-�!•4E{--1.1{ti"v-p! S 'AF.T IST.R1'• -�' IDEAL VDDEL 4' IS FLUSH CARRIAGE t3is' tDSS I D • SHIRT PANEL LONG PA%tL D ?"'P.Af„KS,'.S,t.VFI RATI N� DOOR COUNTMALANCE SYSIVA JJJI >:3 CDIdFIGL'RG i'C_, HORI<'GNTAI TF.ACK !" U GA C!:V,5-.C- L FLAG 5RACY.ET A7IACHED TO p00g " bUP?ORT BY DOOR �; JN16 WITH r3) 5/16'X 1-5/8"LA0 SGEC/S �Hc yT L` INSTALLER(TC SUIT) AND 70 TRAG<'1,11-1(2) 1/4'R.1f'iS. S_6^ 7 •• I ROTE: TRACK 7'- _ 76- 2>6 SYP MOD JAVS. SeE GPTV4AL STOP v0'J:C!NC BY n,S`IALLER(50 SJ,'). K CC:4FIC'JRA.:ON 7--6 -:Aua PREP!•.RA-PARANOTE' 1 A>„VE Tr.E ODOR CMEM.11C C.'ES u -15 RCC: S>tiII:O LTE 3C•'OC. _ is V..f.,''. 7f-16 OA CALM. STCEL END S:LE. j 1.07 AFFECT THE 7,1.1'7 LCA0 '— ... . F%A',4NG DF THIS•70:11 O 6Yt4" 2"GALV STEEL TRACK. 9'-Q"! 00" TRACK TH1cKKtss: o.oe3'. ° ^" 2-1/2'x 1z CA cn:v. srEEL > ? u 10-0";% TRACK 6RFCY.£iS FASTENED TO t 1 `10'-6"ITR` \LdO7 JAMBS VITB 5/0'K 1-5/8' L-7/16`ID. P,CJtiD 18 GA. GALY, S"EEL CENTER KNGE e • it'-0`1 4" LAD SCREWS. I PUSH NUT FASi4iED TO inTER. SINES W/(:) EACH LZ 1:1 11-6,. 30" ' ` FASTENER 64x5/a" SHM )AVAL SCREWS. I 36't2' TYP. 2-1/2"X 12 GA CALM; l C T STEEL TRACK BRACKETS, 112-5-1142. L t: CA- CAM STEEL ROLLER HNGES FASTENED TO END STILES R/(A) EACH §14x5/8" C ATTACHED TO JAMB YIT-1 11) 1 '•14. 1 SNEE7 m-LIAL SCREWS AND (2) 1/4'SELF TAPP,NG SCREWS -ER END 19HGE. o 5/16'X 1-5/b":AC SCREW PER 1 s4" 2"CALK. STEEL TRACK FASTENED 70 J TRACK BRACKET 14'_0•lFi r- 12 GA GALV STEEL TRACK BRACKETS 1 14• t It"rl EITHER (2) 1/4-Du, rivE1S OR -2"DA, 7-t/e"LONG STEu, 10 GALL STEEL RGLLER WITH STEEL OR A.•:ON TIRE. i 1c" 1s'-0`117- (1) 1/4'X 5/8'BOLT 4 HUT PER s c IrH 1—= 3_1j2' ISS-6"i17 ' TRACK BRACKET F Ito'- '• c` PREPARAT+ON OE !AIA^S EY C'-ERS. LHR BRACKET (2-1/2'.5-3/4"x 1.24A) ATTACHED Yr,N(2) 1/4' x 3/4 SELF TAPPLNG i y Sc'-EY,s .V E TRACK J( y(z!yEaDRO�LO>TI.^_la IaLE r•DRrON'AL TR%C. B ��1;trnnup! p•.G p i +� NO Ci.Wh� plAVLGMIVR7i<U ARD DUCT CODE YH _ )SHORT F+•NEL: PAN-2F153 f 2-75.6 DESIGN i FAR' N Id A - ��' ST E F W�j TEST-COD Q_F_ -550 P;S... I '(V Vn'e<o 5:<t<-C1,<A.A,:r ChoPay 11 Y 5535 OuHO>o-wortlCH - _. Vlt<DL'OAD RAl(NG 4,,�LSS cs1< f®Fr4tCt G�a Tei.l:o. 13-%?L�45.•C D_P_? S C.::0.51}.is t•_taF3 \1� "111111 j111n Y -_j 0 s.CCS DESCRIPTION: CLASS'C V�0 CH RP STEEL PM; SC •+.3E/-44 PS= 1P S1G': ?JG:'Jr.ER1 DODG DG1 QRA\VN BY• Irl, A.E.ZD311E -5 SCALF. NTS CU'G.II��I SCOTT 71:y:'73N4 P: DeRr4ai ,CHECKED BY: -- j DATE: -- 1S—+<ET •. OF tSIZE 1_.J� IF_4?•.A .)� r,'cE ?i__L j'c, JrIus S1u•..A ..___ _�D';2::ICaS A4<n!IK.A•1x;DWG. NG.: ;01349 - A/IR :vcri 16C