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Home My WebLink AboutProduct Approval SCIS Home Log In User Registration Hot Topics Submit Surcharge Slats&Facts Pubiications FBC Staff SCIS Site Map 1111, Search dblrProduct Approval USER:Public User � ,Z >Application Detail - RECEIVED - FL# / FL16107-R10 Application Type Revision MAR 3 0 2018 Code Version 2017 Application Status Approved ST. Lucie County, Permitting Comments Archived Product Manufacturer Clopay Building Products Company Address/Phone/Email 8585 Duke Blvd. Mason,OH 45040 (513)770-6062 mwesterfield@dopay.co FILE COPY Authorized Signature Scott Hamilton shamilton@clopay.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies 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 FL16107 R10 COt Certification of Indeoendence_of_yaGdation Entity- GaryPfuehler.gQ FI.16107 RI-Q--CC1 talement of in L snAgrice of� a11Q i n ity Sgottlrli.�'nllton 120424.odf 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 f110107 RIO Fnuiy 2017 809-FB( - DABMA 108%Wly-p9f (L16107 RIO [quiv 20170809 fBGDA�M�l �S141LQ� 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 d m a Page 1/30 0 FL# 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,HOG,HDGL,HDGF,66, skin 27 ga.min.)Double-Car(97'to 16'2"wide) 66G,67,67G,68,SP200,SF200, WINDCODEB W6 Garage Door SE200,6200,6201,6203 Limits of Use Installation Instructions Approved for use in HVHZ:Yes 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 FI--16107 R10 AE CBPC_121212_A.pdf 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(97 to 16'2"wide) 66G,67,67G,68,SP200,SF200, WINDCODE@ W6 Garage Door SE200,6200,6201,6203 Limits of Use Installation Instructions Approved for use in HVHZ:No Ff,1.¢1Q7R191_t1 1047241-6-kev03_sgneo.p4lf 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 :t+!07 RIO AE CBPC 121212_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. 16107.3 03 W6-16 PAN-2F153: 73,75,84A, Steel Pan(min. 25 ga.)Double-Car(9'2"to 16'2"wide) 94,42,48,428,48B,4RST,6RST, WINDCODE@ W6 Garage Door with Optional Impact- GOSS,GRSS,AR5S,EDSS Resistant Lites Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 RIO li 104710 A-Rev03-siuned.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/-42 PSF Evaluation Reports Other:Max.Wind Speed(V_ult): 170 MPH.Solid doors or _;_ z1ci_r_o_ ,t _ I;IC 121212-A pdf doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact), 16107.4 04 W6-16 PAN-2F153: 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 GD5S,GRSS,ARSS,EDSS 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 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-21`143: 84A,94,98, Steel Pan(min.24 ga.)Double-Car(9'2"to 16'2"wide) 48,48B,4F,4RST WINDCODE®W6 Garage Door with Optional Impact Resistant Lites Limits of Use Installation Instructions Approved for use in HVHZ:Yes 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 P5F Evaluation Reports Other:Max.Wind Speed(V_ult): 170 MPH.Solid doors or i I : ,I1'. /_[ I"t", 42 12! doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). 16107.6 06 W6 16 PAN-2F143: 84A,94,98, Steel Pan(min.24 ga.)Doubie-Car(97'to 16'2"wide) 48,48B,4F,4RST WINDCODE®W6 Garage Door Limits of Use Installation Instructions Approved for use in HVHZ:No F 1,_'r,7 , Ifj ; i; i wu L_�,rul.i�cil 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. 16107.7 07 W6-18 DSIE-1F171: 4300, Double-skin Insulated EPS(exterior skin 27 ga.min.; interior 4301,4310,HOG,HDGL,HDGF,66, skin 27 ga.min.) 16'4"to 18'2"wide WINDCODEO W6 66G,67,67G,68,SP200,SF200, Garage Door with Optional Impact-Resistant Utes SE200,6200,6201,6203 Limits of Use Installation Instructions Approved for use in HVHZ:Yes II_Iolo/_ RIO 11_l0,1751_ -Rt•� t; ,:;nor:;.lilt 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 t 1,11;/ R,I() 4F r_np; doors with optional impact-resistant glazing are Impact- Created by Independent Third Party: No resistant(large missile impact). 16107.8 08 W6-18 DSIE-IF171: 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 WINDCODEO W6 66G,67,67G,68, SP200,SF200, Garage Door SE200,6200,6201, 6203 Limits of Use Installation Instructions Approved for use in HVHZ:No T 1_i _�>_/ I_i_u ),I_ I(1 1 _'i t f 'I_)i_s ctkc,.,,,,t( 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 Iff l i s tr,/i+_I nt,_ (_Bilt,_t i requirements of the building code but DO NOT meet the Created by Independent Third Party: No impact resistant requirement for windborne debris regions. 16107.9 09 W6-18 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®W6 HDPL20,7200,7201,7203,8200, Garage Door 8201,8203 Limits of Use Installation Instructions Approved for use in HVHZ:Yes I ' I , ';' ^ 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/-42 PSF Evaluation Reports Other:Max.Wind Speed(V_ult): 170 MPH.Solid doors or rl IGir?/ atn;E CF>PI_ 171 t z doors with optional impact-resistant glazing are impact- Created by Independent Third Party:No resistant(large missile impact). 16107.10 10 W6-18 DSIU-1F171:9200, Double-skin Insulated PUR(exterior skin 27 ga. min.;interior 9201,9203,HDP20,HOPF20, skin 27 ga. min.) 16'4"to 18'2"wide WINDCODE®W6 HDPL20,7200,7201,7203, 8200, Garage Door 8201,8203 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: +38 PSF/-42 PSF Evaluation Reports Other:Doors with standard glazing meet the wind load 1 1. .1 r '" requirements of the building code but DO NOT meet the Created by Independent Third Party: No Impact resistant requirement for windborne debris regions. 16107.11 11 W6-18 PAN-2F153: 73, 75,84A, Steel Pan(min.25 ga.)Double-Car(16'4"to 18'2"wide) 94,42,48,42B,488,4RST,6RST, WINDCODE®W6 Garage Door with Optional Impact- GD55,GR55,AR5S,ED5S Resistant Lites Limits of Use Installation Instructions Approved for use in HVHZ:Yes !;1L/ :111 II 1 i -n ,_• _.' 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/-42 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). 16107.12 12 W6-18 PAN-2F153: 73, 75,84A, Steel Pan(min.25 ga.)Double-Car(16'4"to 18'2"wide) 94,42,48,42B,488,4RST,6RST, WINDCODE@ W6 Garage Door GD5S,GR5S,AR5S,EDSS Limits of Use Installation Instructions Approved for use in HVHZ:No i i I P,117 R l 0_ ]J i t /, h.n 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 `1, ih l i!I 1 1 a nE (LPI requirements of the building code but DO NOT meet the Created by Independent Third Party:Yes impact resistant requirement for windborne debris regions. 16107.13 13 W7-18 PAN-21`143: 84A, 94,98, Steel Pan(min. 24 ga.) 16'4"to 18'2"wide WINDCODE@ W7 48,48B,4F,4RST Garage Door with Optional Impact-Resistant Lites Limits of Use Installation Instructions Approved for use in HVHZ:Yes Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 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 FL16_107.RIO AE_(,511. 1/1,11,1A 1)(If doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact), 16107.14 14 W8-16 DSIE-1F171: 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 16'2"wide)WINDCODE® 67,67G,68,6200,6201,6203, W8 Garage Door with Optional Impact-Resistant Lites SP200,SF200, SE200 Limits of Use Installation Instructions Approved for use in HVHZ:Yes r 1 1 1p/ i?if) I] 1U"1/.;i Revu:: 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 F l ] 101 R:i-] Ai r!"P� 1)1,!! doors with optional impact-resistant glazing are impact- Created by independent Third Party: No resistant(large missile impact). 16107.15 F48488B,4F,4RST 16 PAN-21`143: 84A,94,98, Steel Pan(min. 24 ga.)Double Car(9'2"to 16'2"wide) WINDCODEO W8 Garage Door with Optional Impact- Resistant Lites Limits of Use Installation Instructions Approved for use in HVHZ:Yes - ,i:17 R.i! ti ) 75-t P,,vQ�_5ned.g(If 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.Solid doors or doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). 16107.16 16 WB-18 DSIE-11`171: HDG, Double-skin Insulated(exterior skin 27 ga.min.; interior skin HDGL,HDGF,4300,4310,4301, 27 ga. min.)Double Car(16'4"to 18'2"wide)WINDCODES 66,66G,67,67G,68, 6200,6201, W8 Garage Door with Optional Impact-Resistant Lites 6203, SP200,SF200,SE200 Limits of Use Installation Instructions Approved for use in HVHZ:Yes i ;�,t0/ r+.1(• 1; ,U41�,? i)X'./[r; "In-r:.i,:J 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.Solid doors or n1` doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). 16107.17 17 W8-16 DSIU-1F171: 9200, Double-skin Insulated PUR(exterior skin 27 ga.min.;interior 9201,9203,HDP20,HDPF20, skin 27 ga.min.)Double-Car(9'2"to 16'2"wide) HDPL20, 7200, 7201,7203,8200, WINDCODES W8 Garage Door with Optional Impact- 8201,8203 Resistant Utes Limits of Use Installation Instructions Approved for use in HVHZ:Yes )3_s!gned.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: +46 PSF/-52 PSF Evaluation Reports Other: Max.Wind Speed(V_ult): 170 MPH. Solid doors or FL16107 R10 AE_CB1'C 1121212_A.pdf doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). 16107,18 18 W8-18 DSIU-11`171:9200, Double-skin Insulated PUR(exterior skin 27 ga.min.;Interior 9201,9203,HDP20,HDPF20, skin 27 ga.min.) 164"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 CIH II_Iu9779-i �- 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.Solid doors or H!!_>107 RIO AL C1311( 17' doors with optional impact-resistant glazing are impact- Created by Independent Third Party:No resistant(large missile impact). 16107.19 19 W6-16 DSIE-1F471: GD2SP, Double-skin Insulated EPS(exterior skin 27 ga.min.; interior GR25P, GD2LP,GR2LP,AR2SP, skin 27 ga.min.)Double-Car(97"to 167"wide) AR2LP,ED2SP,ED2LP,4302, WINDCODES 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:Yes . _I,i}7i'• " i _i' 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 ;i1 R1,() nE CLi !.<() if' ;,,p,: doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact), 16107.20 20 W6-16 DSIE-IF471: GD2SP, Double-skin insulated EPS(exterior skin 27 ga.min.; interior GR2SP,GD2LP,GR2LP,AR2SP, skin 27 ga.min.)Double-Car(97"to 162"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 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 _ 'r 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 O Page 1/3 0 Aack Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-411 1821 The State of Florida Is an AA/EEO 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,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.1f you have any questions,pease 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 email address if they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not with 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: lL�a 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 American Test Lab North Carolina. Component testing was conducted 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 Impact 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 results obtained through engineering rational analysis based on actual tests. I have concluded 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 therefore are qualified as impact-resistant assemblies (large missile impact). TABLE 1: Draysrr,'_ngs for doors witb Manufacturing Product Code (MPCU PAN-2FI53: 104710-A-Rev03, max. door size 16'2" x 16'0" ; +36/-42 PSF (design load) 104761-A-RevO2, max. door size 18'2" x 16'0" ; +36/-42 PSF (design load) TABLE 2: Qrawiija5j9X_jdgQC5__wit Manufpcturing Product Code (MPC) PAN-2D4-3_ 104753-A-Rev02, max. door size 16'2" x 16'0"; +38/-42 PSF (design load) 104762-Rev02, max. door size 18'2" x 16'0"; +41/-46 PSF (design load) 104754-Rev02, max. door size 16'2" x 16'0"; +46/-50 PSF (design load) TABLE 3: Drawings for doors with ,Manufact VProduct Code (MPCU DSIE-1F171; 104724-A-Rev03, max. door size 16'2 x 16'0"; +38/-42 PSF (design load) 104751-A-RevO2, max. door size 18'2" x 16'0"; +38/-42 PSF (design 'load) 104736-Rev03, max. door size 16'2" x 16'0"; +46/-52 PSF (design load) 104752-Rev03, max. door size 18'2" x 16'0"; +46/-50 PSF (design 'load) TABLE 4: Drawings for doors with Manufacturing Prodvct QOde (MPC) DSIU-1F171: 104777-A-Rev02, max. door size 18'2" x 16'0"; +38/-42 PSF (design load) 104778-Rev03, max. door size 16'2" x 16'0"; +46/-52 PSF (design load) 104779-Rev03, max. door size 18'2" x 16'0"; +46/-50 PSF (design load) TABLE ,;_PrQwllr_g fg Qg�5 with Manufacturing Product Code (MPC) W-..�_Q,89k 104439-RevO2, max. door size 9'0" x 12'0"; +47/-55 PSF (design load) PAGE 1 or 4 FILE: CBPC_121212-A.3 i EVALUATION REPORT FOR CI.OPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,W6-WB 104998-Rev00, max. door size 16'2" x 12 '0" ; +41/-47 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. TABLE 6: Drawings for doors with Manufacturing Product Code (MPC) PAN-2E153: 104710-B-Rev03, max. door size 16'2" x 16'0"; +36/-42 PSF (design load) 104761-B-Rev02, max. door size 18'2" x 16'0"; +36/-42 PSF (design load) TABLE 7: Drawings for QQrs yy'th Manufacturing Product Code (MPC) PAN-2F143• 104753-B-Rev02, max. door size 16'2" x 16'0"; +38/-42 PSF (design load) TABLE 8: Drawings for doors with Manufacturing Product- de (MPC) DSIE-1F171:_ 104724-B-Rev03, max. door size 16'2" x 16'0"; +38/-42 PSF (design load) 104751-B-Rev02, max. door size 18'2" x 16'0"; +38/-42 PSF (design `load) TABLE 9: Drawings for doors with Manufacturing Product Code_(MPC) DSIU-1F171: 104777-B-RevO2, max. door size 18'2" x 16'0"; +38/ -42 PSF (design load) Test Reports; ATL-0801,01-12 (8/15/12), ATL-0813,01-12 (10/9/12), ATL-1015,01-12 (11/3/12), ATL-1113,01-12R (2/18/13), ATL-1107,01-12 (11/20/12), ATL- 1023.01-12 (11/13/12), ATL-1009,01-12R (11/20/12), ATL-0827,01-12 (10/9/12), ATL 0123.01-14 (9/3/2014), ATL 0121.01-15 (2/6/2015). These reports document compliance with the TAS testing standards and are signed and sealed by David Johnson, FL PE 61915. Product Description for doors with MPCj?AN_: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 21". These doors may have optional Impact- Resistant Glazing. 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: 84A, 94, 98, 73, 75, 1500, 190, 4RST, 4F, 4RSF, 6RST, 6RSF, 48, 48B, 42, 42B, 55, 55S, GD5S, GD5SV, GR5S, GR5SV, AR5S, AR5SV, ED5S, ED5SV. Not all models may be shown on a given drawing. Product Description for doors with MPC PAN-2F143: These doors consist of 2" thick steel pan sections with min. 24 ga. (0.022") 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. Optional Impact-Resistant Glazing is a one-piece injection- molded front frame and glazing. The following models are at least structurally PAGE 2 OF 4 FILE: CBPC_.121212-A.3 i EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,W6-W8 equivalent to the tested door: 84A, 94, 98, 4RST, 4F, 48, 48B. Not all models may be shown on a given drawing. Product Description for doors wij_h 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 (IM). Optional Impact-Resistant Glazing (IM) is a one-piece injection-molded front frame and glazing. The following models are at least structurally equivalent to the tested door: 4300, 4301, 4310, HDG, HDGL, HDGF, 66, 66G, 67, 67G, 68, 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. 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: HDP20, HDPF20, HDPL20, 7200, 7201, 7203, 8200, 8201, 8203, 9200, 9201, 9203. Not all models may be shown on a given drawing. Product Description for doors Witb MPC W-1899: These doors consist of 2-13/16" custom wood door sections with hemlock rails and stiles and decorative cladding and overlays. The maximum section height is 28". These doors may have optional Impact-Resistant Glazing. Optional Impact-Resistant Glazing is certified laminated glass as detailed on the individual drawings. The following models are at least structurally equivalent to the tested door: CR800, MR800, CH900, CRDnnn. Not all models may be shown on a given drawing. Imp!gt Resistant Glazing (IM): 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 testing 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 D638 (after); ETC-06-1024-17496,0 ASTM D2843, ASTM D635, ASTM D1929, 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. PAGe 3 or 4 FILE: CBPC_121212-A.3 r• EVALUATION REPORT FOR CI OPAY BUILDING PRODUCTS COMPANY SLCIIONAL GARAG[DOORS,W6-W8 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) 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. Signature: p�T HAMi4�1,0.. •��g�',•�\G•E•N,4�•02 • No 63286 Scott Mares?Iton, P. Florida P. E. No. 63286 = 9 STATE OF ' u/� Date: S'6.01, '� �S• O R 0.• ON A PAc&4 OF 4 FILE: CBPC__121212-/1.3 4 3 2 1 'CLASSIC' RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS SHEET: REVISIONS MODELS 24 GA 25 GA 25 GA 24 GA MODELS 25 GA 1 OF 4 REV. NO. ZONE: DATE: ECN NO. APPVD:I DESCRIPTION CLOPAY 84A, 94 73, 75 76, 75L 98 CLOPAY 'GALLERY' GD5S, GR5S 03 - 6/24/13 - SH ADDED LONG PANEL OPTION. IDEAL 4RST 6RST 2RST 4F HOLMES 'ARTISTRY' AR5S HCxMES 4e, 48B 42. 42B -- i -- IDEAL 'CARRIAGE HOUSE' ED5S ONE STANDARD INTERMEDIATE STILE BETWEEN EACH EMBOSS SHORT LONG FLUSH SHORT PANEL LOCATION. ATTACHED W/ TOG-L-LOC (TOP & BTM)AND D URETHANE ADHESIVE (ALONG CENTER). r•—A 'CLASSIC* SHORT PANEL DESIGN SHOWN. GALLERY SHORT PANEL AND "CLASSIC" LONG PANEL ALSO APPROVED. SEE TABLES BELOW FOR DETAILS. OPTIONAL GLAZING MAY BE STANDARD OR EXTRA STILES MAY BE STANDARD (SHORT PANEL) OR IMPACT RESISTANT GLAZING. ONLY SHORT COMMERCIAL (LONG PANEL). SEE TABLES BELOW. GLAZING IS APPROVED. SEE SECTION 9-8 ON SHEET TWO FOR DETAILS. (GLAZING SHOWN IN GLAZING SHOWN IN TOP SECTION. INTERMEDIATE SECTION.) 0 VIEW -B" (SEE SHEET THREE). 0 // I _ Kil =v C o i VIEW "C` (SEE SHEET THREE). -2 16 GA. END STILES ATTACHED TO w o DOOR SKIN WITH PATENTED C '^o TOG-L-LOC SYSTEM (TOP, BOTTOM & C x CENTER). ATTACHED TO TOP AND I BOTTOM RAIL WITH PATENTED TOG-L-LOC SYSTEM. TWO POINT LOCKING 1 INTO TRACK. L-•-•-•+•A CP?IGWAL OU?SIDE KEYED LOCK POSITION. (2) LHR TOP BRACKETS USED AS INNER BOTTOM BRACKET. MAx. DOOR WIDTH 16'-2" (1) 3-IN ROLLER CARRIER (P/N INSIDE ELEVATIONS 0120394) USED WITH 3- TRACK. LOCATION OF OPTIONAL VENTS, TOTAL VENT OPENINGS: 60 IN' PER VEHICLE. SNAP LATCH ENGAGES END ONTO VERTICAL TRACK. DOOR HEIGHT : I OF ONE SNAP LATCH ON STILE. SECTION$ SLIDE BOLT LOCK EACH SIDE OF DOOR. UP T❑ 7'0• 4 'CLASSIC'RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE'RAISED 1> ENGAGES INTO B 7.3• TD 8'9• 5 s�aT PANEL LOG PANEL PANEL ENRISS DOORS END VERTICAL TRACK. OUTSIDE B 9'0• TO 10'6' 6 •OE INTERM .OF STD s or ccw SHORT PANEL STILE. ONE LOCK ON DOOR WIDTH STILES DOOR WIDTH INTER,STILES INTERN STILES .OF INTERN HANDLE. LOCK BAR i 10.9' TO 12'3' 7 (PER SECTION) <PEa sEcnG. <PER SECTICN) DDDR WIDTH STILES EACH SIDE OF OUTSIDE ENGAGES IN 72'6' TO 14'0' 8 9'Y TD 9'10' 3 9.2'TO It'2' 1 2 PCR SCCTItX!) DOOR. KEYED END TRACK ON 14'3' T❑ 15'9' 9 10.0•TO u•1o• . Ur TO 14•)0• 2 3 9.2•TO 10'0' 3 HANDLE. STILE. EACH SIDE 76,0, 1G 12'0'70 13'10• 5 15'0' O 3 10'2'TO 1l'.' N/A 1.'P TO I13'10• 6 SEE NOTE BELOW REGAIDOG EITRR. A 11'6•TO 1.'6• 5 OF DOO 16-0-To 16-2- T STILES ON LOG PANEL DEARS. 11'8'TD 16120 7 INSIDE SLIDE BOLT INSIDE HANDLE LOCK OPTION, OUTSIDE KEYED K WITH OUTSIDE KEYED LOCK WITH EXTRA STILES FOR LONG-PANEL MODELS, SNAP LATCH LOCK OPTION LOCK BAR LOCKING. ADDITIONAIL"I GI THESTHE E c`Ewi�Rcw CENTERaTSTILES ATTACHED wDPaNr BETWEEN�HE ,��G;��CENSF.Oy�j' EX15WIN0 RESIDENTUL DENIER STAE$.CO4NERC'AL CENTER STILES ARE THIS DOOR MEETS OR EXCEEDS THE DESIGN LOADS FOR THE , ATTACHED NTH TOG-L-LOC(TOP t BG:TOM)OR(4)3/16'POP RIVETS ULTIMATE WIND SPEEDS LISTED BELOW ACCORDING TO THE FLORIDA I` OR(4)►B SrKEi rETAL SCRESS. BUILDLVG CODE OR THE INTERNATIONAL BUILDING CODE (BASED ON MANUFACTURINGRODUCT CODE L`Tt::• NO 63P •/r ASCE7-10) FOR THE FOLLOWING CONDITIONS: 1)ENCLOSED SHORT PANEL: PAN-2F153 kt <CSYi*t! 8u1LD]NC, 2) DOOR HAS 2' OF MOTH IN BUILDING'S ENO ZONE. 3) NG ANEL, PAN-21`156 JA.NY RDOF SLOPE.AND 4) TESTING IN ACCORDANCE WITH DESIGN LOADS: +36.0 P.S.F. & -42.0 P.S.F. PART_NO.: N/A "• ANSI/OASMA 108. SITE-SPECIFIC CALCULATIONS BY A OL'ALIFIED TEST LOADS: t 4.0 P. ,F -63.0 P. .F. I DES" PROFESSIONAL MAY DEFER unkEF Stotea gner.ltt -ff 8585 Duke Bwev d VINDLOAD RATING tt ' T• P u P y M�A,D„45040 ISA F•.l 0 R 1 O•. �� j ULTIMATE WINO I TOLERANCES,. '� 'd d.No.573-770-4600 155 16C I,O IAC 195 W 6 D P 3 6 T ��S'S• N `� SPEED<NPH) .0 = 3.031 &w"PM4cv 00"m Fo.NR.513-770-4853 fit,NA s%%" 1EXPOSURE I 00 = 1.015 DESCRIPTION: 2"STEEL PAN DOORS 16'2''A' (SEE TABLE FOR MODELS CATEGORY B.C. D B. C. D 8, C B. C B .000 1.005 DESIGN ENGINEER 0000 . 1.001 DRAWN BY: SH DATE: 1,/19/1 SCALE: NTS Dwc. I MEAN ROOF H£IGHT! 25' 15' 25' 15' 3O' I De9,ees 11/2' CHECKED BY: SH DATE: ti/20/1 SHEET 1 OF 4 SIZE SCOTT HAMILTON, P.E. ! unless Swua FLORIDA U ENS N 63286 DP.fEN5K1Ns ARE!N,:cHEs DWG. NO.. 104 711 VER: 18C 4 2 PIFTIODUCT APPROVAL 16107 s: 4 3 2 1 'CLASSIC' RAISEL PANEL EMBOSS DOORS 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS I SnEE* REVISIONS MODELS 24 GA 25 GA . 25 GA 24 GA MODELS 25 GA 2 Or 4 REV. NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTION CLOPAY 84A, 94 73, 75 76, 75L 98 CLOPAY 'GALLERY' GD5S, GR5S 03 — j — — SH SEE REVISION HISTORY ON SHEET ONE. IDEAL 4RST 6RST 2RST 4F HOLMES 'ARTISTRY' AR5S HOLMES 148. 48B 42, 42B -- -- IDEAL 'CARRIAGE HOJSE' EMS D SHE RT LONG FLUSH SHORT PANEL D I I IMPACT—RESISTANT CONSTRUCTION: STANDARD ASSEMBLY CONSTRUCTION: SOLID DOORS (NO GLAZING) OR DOORS WITH OPTIONAL IMPACT-RESISTANT GLAZING ARE OPTIONAL OSB OR 1/8*ACYRLIC LITES AVAILABLE. OPTIONAL ACRYLIC GLAZING IS IMPACT-RESISTANT. OPTIONAL INJECTION-MOLDED POLYCARBONATE FRONT FRAME ANC =LASKOLITE OPTIX OR LVCITE CP APPROVED CC2 PLASTIC IN ACCORDANCE WITH IBC/FBC GLAZING IS GE LEXAN SLX2432T, AN APPROVED CC2 PLASTIC IN ACCORDANCE WITH 2606. IBC/FBC 2606 AND AN APPROVED Cl PLASTIC IN ACCORDANCE WITH FBC 2612. "HE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE YND LOAD REOUIREMENTS OF THE FLORIDA BUILDING CODE OR INTERNATIONAL BUILDING WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE AND INTERNATIONAL BUILDING_ COOE BUT DOES NOT MEET THE IMPACT RESISTANT REQUIREMENT FOR WINDBORNE DEBRIS CODE AND IS LARGE- AND SMALL-MISSILE IMPACT RESISTANT. REGIONS (REF. CHAPTER 16 FBC/IBC). SECTION $—B (IMPACT—RESISTANT GLAZING OPTIONS I SECTION B—B (NON—IMPACT RESISTANT GLAZING OPTION) C i-\DETAIL '0' I C FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE. NOTE THAT FRONT FRAME IS NARROWER THAN I DETAIL -------- "---, IMPACT-RESISTANT FRAME.i--x}125 OPTIONALDECORATNE /� 225- MULTIPURPOSE HIGH BOND TAPE SNAP—IN INSERT. (BETWEEN FRAME AND FACADE). L' DECORATIVE FRONT FACADE GLAZING MOLDED INSIDE LITE RETAINER. oJee�I �' 1 STRUCTURAL SILICONE SEALANT 1]'BK3/4- PAN NEAP SCREW (BETWEEN STEEL SKIN AND FRAME) (10 SCREWS PER LITE). NPACT ONE-P_F - POLYSTYRENE RETAINER FASTENED TO FRAME NTH (10) #8 x 3/4' PAN HEAD MACHINE SCREWS. p B SLLXX2432' U FRAME 3 O✓.: IMPA_ —RESIST —AILS STA�i =-SSEMBLY S DRAWING 104710-A DRAWING 104710-B pu► 44 °0 ....HA... .. G.. cE1VSi�' �Q MANUFACTURING PRODUCT CODE `Tt:• N - Tt� SHORT PANEL: PAN-2F153 �t CCC •jj� DESIGN LOADS: +36.0 P.S.F. & -42.0 P.S.F. N^ PAN : PAN- F756 A 9', $TAPE OF ,44 T T LOADS: +54.0 P,S.F. -63.0 P.S.F. PART NO.: N/A O . U....SIae4 gnsr.iae _n 8565 Cuke Ga Iesae VINDLOAD RATING (I ' ;6"-- O R%D �_,�� TOLERANCES„e u'��ay Td�tio.513-7770-4880 W D P 3 S i 00 ' =A36 DESCRIPTION:Rts TS 3 2-STEEL PANDOORS 16'2-W (SEE TABLE FOR MODELS) DESIGN ENGINEER: oox = :o�oi DRAWN BY: SH DATE: „ 19 , / / SCALE: Nrs OWG.D Degrees 21/2 CHECKED BY: SH DATE: +.,/20/1 SHEET 2 OF 4 SIZE B SCOTT HAMILTON, P.E. UeIess SIme4 Olho tw FLORIDA LICENSEN 63286 _ D+ Ew5WNS ARE IN MCHEs. DWG NO.: 104710-A/9 VER IBC 4 '�` 2 CSL 0 Hid 0la P OR a0DD MAFN0WAL 161007 4 3 2 ? 'CLASSIC' RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS SHEET: REVISIONS MODELS 24 Ga 25 GA 25 GA 24 GA MODELS 25 GA 3 OF 4 REV. NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTION CL PAY 84A, 9a 73, 75 76, 75L 98 CLOPAY 'GALLERY' GD5S, GR5S 03 - - - SH SEE REVISION HISTORY ON SHEET ONE. IDEAL 4RST 6RST 2RST 41` ! HDLMES 'ARTISTRY• AR5S HDLMES '48, 48D 42. 42B: -- -- IDEAL 'CARRIAGE HOOSE' ED5S D SHORT LONG FLUSH SHORT PANEL -� (--2" THICK D HORIZONTAL (TOP)JAMB JAMS TO SUPPORTING STRUCTUREATTACHMENT (NO LOAD FROM DOOR) NOTES: 25 GA. (0.019" MIN. THICK) (2) 12 GA. GALV STEEL TOP ROLLER 1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO DDS STEEL EXTERIOR SKIN 1 BRACKETS (2-1/2" x 5-3/8"). EACH THE 2.6 VERTICAL SYP(GRADE/2 OR BETTER)JAMBS. NO LOAD FROM THE DOOR IS WITH G-40 GALVANIZING, �f BRACKET CKET A:TTA HADD W/(4) 9!4x5/8- ATTACHED TRANSFERRED TO THE HORZONTAL (TOP):AMB. BAKED-ON PRIMER AND A 2- EACH FOOT O VERTICAL JAMB.JAMB SEES A MAXIMUM DESIGN LOAD OF 1288 LB & -336 LB. PER LINEAR BAKED-ON POLYESTER PAINTED TO TOP BRACKET WITH (2) 1/4"x1/2" BOLTS 3. ALL JAMB FASTENERS MAY BE (BUT ARE NOT REQUIRED TO BE) COUNTERSUNK TO PROADE A TOP COAT APPLIED TO BOTH AND NUTS PER BRACKET. FASTENER FLUSH MOUNTING SURFACE. SIDES OF STEEL SKIN. TYPE 4. A 1/3 STRESS INCREASE FOR WIND LOAD WAS_NQT USED IN THE CALCULATION OF ALLOWABLE LOADS FOR ANCHORS ANO FASTENERS FOR STEEL, CONCRETE AND MASONRY. i MAX.O.C. t C SHIP LAP 14 GA. MIN. GALV. ROLLER HINGE. EACH C JCINiS HINGE FASTENED TO END STILES W/(4) 2.6 VERTICAL JAMB -' #144/8" /4 x/8 SELF, METAL TAPPING SCREWS.(2))5. SEE f 4..— V•:EW 'B". ONE 4' T-STRUT PER SECTION. (SEE VIEW 2x6 JAMB TO SUPPORTING STRUCTURE..ATTA HM N i" EACH T-STRUT ATTACHED AT EACH 4 TALL (NOT TO BE USED FOR AT iACHMENT OF TRACK ANGLE TO 2x6 VERTICAL JAMBS OR SUPPORTING STRUCTURE) TAPER STRUT. HINGE LOCATION WITH (2) 1/4"x3/4" SELF T0.�PING SCREWS. MAXIMUM 0.057' MIN. GALV. STEEL. ON-CENTER 50 KSI. MIN. DISTANCE STEEL BETWEEN WASHERS BUILDING TYPE !FASTENER TYPE FASTENERS'RECUIREO? K W t <'x t_1 {'MIN ^. LI - TA N NCR 7-1 1"O. PSI3000 PSI MIN. CONCRETE t t x ; MIN. EL48ED TAPCON CONCRETE ANCHOR 8-174 t'O.Q. 2000 CONIC, RE MIN, EMBED W�-IT ANKR T,T '� ANCHOR - IN p 4000 1 1N'. CRT X z {' cM WE—TT ANKR TI {' IN U MOO D FRAME CSYP Q 5 SGY1/2" - 3-[A,SCREW fASTMA 1-5/8"EMBED INTO 7- 1 • FIRST (BOTTOM)ANCHOR STARTING AT NO MORE THAN HALF OF THE MAXIMUM ON-CENTER DISTANCE. HIGHEST ANCHOR INSTALLED AT LEAST AS HIGH AS THE DOOR OPENING. CLOPAY DOES NOT SUPPLY JAMB ATTACHMENT FASTENERS. MINIMUM DISTANCE BETWEEN CENTER OF ANCHOR AND EDGE OF CONCRETE BLOCK: 2-1/2"'. EXCLUDING STUCCO THICKNESS. 12 GA. MIN. GALV. STEEL BOTTOM BRACKET ATTACHED WITH (2) J14z5/8" SHEET METAL SCREWS. Aµ1 pq ALUMINUM EXTRUSION & VINYL WEATHERSTRIP. #14x5/8" SHEET METAL SCREWS �OOv cENSFTOti'�� 0 SECTION A-A (SIDE VIEW) 0 ANUFACTUR:NG PRODUCT CODE *•. No 610F •�:•*�i 0 0 0 SHORT PANEL: PAN-21`153 tp 1/4"x3/4" SELF DESIGN LOADS: +36.0 P.S.F. & -42.0 P.S.F. NG PANEL- PAN- Ft 6 r 2. Tom`, O TAPPING SCREWS. P.S.F. ART NO.: N/A A ,9 SiTAE :LUZ T 5T ADS: 4.0 P. .F. - . S1` A Q Gv 14 G0. END HINGES 18 GA._/MIN.) INTERN DIA? HINDj unless Swt•a anerMse _n'O I.a 858..Ol+ke Boohara V!NDLOAD RATI^1G T•. P 4 Mcsor,ON 45040 USA i F•.<O R(O•.••\'S I VIEW „9•' YEW "C" TOLERANCES— n �+ TaI.ko.5t3-770-4800 W 6 D P 3 6 T QNAl�N0�,,` .o0= :.o3a &aSM Rob"' ' Fm No.s,3-no-te53 rr U4 DESCRIPTION. 2"STEEL PAN DOORS 16'2"W (SEE TABLE FOR MODELS) .000 1.005 DESIGN ENGINEER: .0000 - :.001 DRAWN BY: SHDATE: I,/t9/1 SCALE: NTS OwG.R SCOTT HAMILTON, P.E. Degrees ' a t/z' CHECKED BY: SH DATE: 11/20/12 SHEET 3 OF a SIZE 1J FLORIDA LICENSE N2._§16 t»x•••st—of er e j01NEN51ONS ME IN INCHES. DWG. NO.: 104710-A/B .VER: IBC 4 3 2 FLOO aQDQ p OO D\k9C T APPROVAL 16107 4 3 2 1 'CLASSIC' RAISED PANEL EMBC'SS DCDR�24 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS SHEET: REVISIONS ! MODELS 24 GA 25 GA 25 GA GA MODELS 25 GA 4 GF 4 REV. N0. ZONE: DATE: ECN NO.I APPVD: DESCRI?;ION CL3PAY 84A, 94 73, 75 76, 75L8 CLOPAY 'GALLERY' GD5S, GR5S 03 - - - SH SEE REVISION HISTORY ON SHEET CNE. IDEAL 4RS1 6RST 2RST 4F HDLMES 'ARTISTRY' i ARSS t -CLMES 48, 4813,42, 42E -- -- IDEAL 'CARRIAGE HCUSE' ED5S R j S40RT LONG FLUSH I SHORT PANEL n LJ HORIZONTAL TRACK SUPPORT BY L1 DOOR INSTALLER (TO SWT). NATE: TRACK CONFIGURATION ABC THE DOOR COilNTERBALAr7CE SYSTEM JAMB CONFIGURATION DOOR OPENING DOES NOT AFFECT THE DOOR DOORS UP TO 800 LBS, W.NC LOAD RATING CF THIS DOOR. EIGHT L" 13 GA GALV. STEEL FLAG BRACKET ATTACHED TG ~ " 1"DOOR OVERLAP (EACH SIDE) 1 „AMB WITH (3) 5/16"X 1-5/8"LAG SCREWS � STOP NDULOIKG BY DOOR INSTALLER (TO 5W?). AND TO TRACK WITH (2) 1/4"RIVETS- 7 " 7 2.6 SYP WOOD JAMB. SEE L 16 GA. GALV. STEEL ENO STILE. ` 7-8 182 "JAMB PREPARATION NOTE'. 18 GA.GALV. STEEL DOUBLE END STILE. :: TRACK CONFIGURATION - YOORS U? TO 800 LBS, AS RCD:SPACING NTE t4'O.C. - 4 1 20 GA. Mw.GALV.STEEL INTERN. STILE _ = I 2-7/2'X 12 GA QALY. STEEL HI GA GALV. STEEL LATER. "1 HINGE FASTENED TO CENTER 63" 2"GALV.STEEL TRACK, 1 "11 TRACK BRACKETS FASTENED TO STILE W/(a)EACH �',4.5/8" WOOD JAMBS WITH 5/6"X i-5/8" 1 TRACK THICKNESS 0.083'. 1 - -11W SHEET METAL SCREWS. -0"124" LAG SCREWS NOT TO EXCEED 14" �^ It•_6'130"1 ON-CENTER. MW. OF (9) LAG `7/16"LD. ROUND _ _ SCREWS REOU!REC PER„ANB / PUSH NUT L _ i '_6"14 2`GALV.STEEL TRACK FASTENED TO J FASTENER. 38 TYP. 2-1/2"X 12 GA GALV. 1 ^ 12 GA GALV STEEL TRACK BRACKETS ' L14 GA. GALV_ STEEL ROLLER HINCES FASTENED TO END STILES W/(4)EACH 1'14.5/8- L. z STEEL TRACK BRACKETS, , 154" NTH EITHER (2) 1/4"DIA. RIVETS OR SHEET METAL SCREWS AND(2) 1/4- SELF TAPPING SCREWS PER END HINGE. z ATTACHED TO JAMB WITH (1) 14'-0"160' (1) 1/4`X 5/8'BOLT B NUT PER ! 0 24" 5/,6'X 1-5/8"LAG SCREW PER lq'- TRACK BRACKET. 2"ZI A, 7_1/2"LCNG STEM. 10 BALL STEEL ROLLER WITH STEEL CR NYLON TIRE. TRACK BRACKET. ,5,_C_ 1 -jZKf ?0" 716'-O'.t8m"! SECTION c-^ L 3-1/2" LHR BRACKET (2-1/2 - x 12GA) PREPARATION OF JAMBS BY OTHERS. A771ACHEC WITH (2) 1/4".3/4-SELF TAPPING SCREWS. NOTE THAT LHR BRACKETS ARE ALSO USED WITH 'DOUBLE END STILE'AS SHDWN IN ZONE B-3 SHE t " TRA FI ATI N NOSE:TRACK CONFIGURATION ABOVE THE DOOR OPENING DOES NOT AFFECT THE JAMB CONF:GURATIGN DOUBLE TRACK DOORS BDG '_BS AND OVER WINO LOAD RATING OF THIS DOOR. LOW HEADROOM OPTION CENTER HAND REOU+REO FOR DOORS 80C LBS AND^� OVER. (AVAIL FOR BOTH 2^AND 3_TRACK) DOORS OVER g' HIGH DOUBLE HORIZONTAL TRACK. ! I-DOOR OVERLAP (EACH SCE)ol' 2.6 SYP WOOD JAMB. SEE STOP MOULDING BY DOOR INSTALLER(TC SUIT). p U 3"GALV. TAPERED STEEL TRACK AND ANGLE. TRACK 6 .,A_ GGALj,y. STEEL ENO DOUG THICKNESS: O.1C1'. ANGLE THICKNESS:0.080". HCRIZONTAL TRACK 'JAYS PREPARATION NOTE".IFASTENED • �' ,8 y T DOUBLE END STILE, MIN.ANGLE DIMENSIONS 3-1/4'. 2-7/8". SUPPORT BY DOOR 20 GA. MIN.GALV. STEEL INTERN. STILE. VERTICAL/HORIZONTAL TRACK 14"MAXIMUM SPACING INSTALLER(TO SUIT). 18 GA. GALV.STEEL INTER. 3-1/4".2-7/8"MIN. x 0.080HINGE FASTENED TO CENTER JUNCTION.TWO 1/4"BOLTS FROM LAST MOUNTING ANGLE. SEE LAG BOLT MOUNTSTILE W/(4) EACH 114.5/8" V h NUTS FOR EACH TRACK. SLOT TO TRACK JUNCTION 1 7/16- NO SHEET METAL SCREWS. 2 ` ` PUSH NUT ADDITIONAL MOUNT NO SLOTS ` FASTENER. SPACED AT 12"CENTERS. 8 0.101'THICK 3"GALV. STEEL TRACK14 GA GALV. STEEL ROLLER HINGESFASTENED 70 END 12"ON CENTER TO TAPERED ANGLE.TRACK ATSTILES W/(4) EACH 114x5/8"SHEET METAL SCREWS O•( A•1/�/, I�� = TAPERED ANGLE WIITHAONE 1 M4/8'SOLT& AND(2) 1/4" SELF TAPP;NG SCREWS PER END HINGE. G .•DENS 5.V� SF•.•Ky = 46" 3"OLA. 8-1/2"LONG STEM BALL BEARING STEEL ROLLER. *::• No Q 2 1•*^ = SECTION C-c SHORTCPANEL: PAN 2FI53UCT E /G��! NE.Y."TRACK BAIT AND NUT AT EACH 1 • z 3a" PREPARATjtt CF JAMBS BY OTHERS. a MOUNTING SLOT LOCATION. DESIGN LOADS: +36.0 F.S.F. & -42.0 P.S.F. ONG PANEL: PAN-21`156 L)(.f o TEST LOADS: +54.0 P.S.F. & -63.0 °.S F. PAR? NO.: N/A `-0'.• STATE CIF LC/ 'DOOR ;VERTICAL LIMess 5tatea Otxerwse 8585 Cuke Baukvortl VINDLOAD RATING T••�� P:�� 7•_ TOLERANCES ore Clopay �"•OH 45040 E IWIS C D F 3 6 T O <G1 1 22' HfIGH7!TRACK LENGTH N C Tet Ifo.s13-770-4800 S1,- N��.� 84- Q = t.o3, ewang%:x::t Lo,;cn; Fa.No._13a7D-4653 ;'�e0NA j44,p�`N 1D - 6 DSIANCES AS THE/TRACKJBOITS LE 7E1/Z. t0".22 3a',D AT THE SAME00 ' 3 015 (DESCRIPTION: 2" STEEL PAN DOORS 16'2"W (SEE TABLE FOR MCDELS)' ,000 : 3.005 3-7/2" i{-0 X34. 46", ETC.). ADDITIONAL LAG SCREWS LOCATED AT 16".28'.& I .UKWO 3,pp1 DRAWN BY: SH DATE: 11/19/7 SCALE: NTS DWG.R DESIGN ENGINEER 16-C 180 40"FROM BOTTOM. TWO LAG SCREWS ALSO LOCATED ABOVE Degrees 31/2' CHECK_D BY: SH !DATE: 11/20/1 SHEET 4 OF 4 !SIZE B SCOTT HAMILTON. P.E. VERTICAL/HORIZONTAL TRACK JUNCTION. IFLORIDA IC N No. Q286 Staee Otaer.�s< I DIMEHSKINS ARE In INCHES.DWG. NO.: 104710-A/B VER: IBC 4 3 11,11L 2 FLOO RMA p OO DUC7 aPPROWAL 16107