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Home My WebLink AboutProduct Approval (2) Florida Building Code Online Page 1 of 5 RECEIVED AUG 13 7016 �- 7 °W 1 5 1 BCIS Home Log In User Registration Hot Topic Submit Surcharge ! Stats&Facts i Publications FBC Staff ; BCIS Site Map Links Search or Product Approval USER:Public User Product Approval Menu>Product or ADDlication Search>Application List>Application Detail FL# FL16107-R8 Application Type Revision Code Version 2014 Application Status Approved Comments Archived O Product Manufacturer Clopay Building Products Company Address/Phone/Email 8585 Duke Blvd. Mason,OH 45040 (513) 770-6062 mwesterfield@clopay.com Authorized Signature Scott Hamilton sham ilton@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. Quality Assurance Contract Expiration Date 12/31/2028 Validated By Gary Pfuehler © Validation Checklist-Hardcopy Received Certificate of Independence FL16107 R8 COI Certification of Indeoendence of Validation Entity- Gary Pfuehler,pdf FL16107 R8 COI Statement on Indeoendence of Evaluation Entity- ScottHamilton 120424.pdf 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 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?paratn=wGEVXQwtDgvyf4ngAXh 10... 8/17/2016 Florida Building Code Online Page 2 of 5 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/31/2015 Date Validated 08/31/2015 Date Pending FBC Approval 09/07/2015 Date Approved 10/16/2015 Summary of Products Go to Page O 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.; 4301,4310,H DG,HDGL,HDGF, interior skin 27 ga. min.)Double-Car(97"to 16'2" wide) 66,66G,67,67G,68, SP200, WINDCODE@ W6 Garage Door SF200,SE200,6200,6201,6203 Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16107 R8 II 104724-A-Rev03-signed.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/-42 PSF Evaluation Reports Other:Max.Wind Speed(V_ult): 170 MPH.Solid doors or FL16107 R8 AE CBPC 121212-A.Ddf doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). 16107.2 02 W6-16 DSIE-11`171:4300, Double-skin Insulated EPS(exterior skin 27 ga,min.; 4301,4310,H DG,HDGL,HDGF, interior skin 27 ga.min.)Double-Car(97"to 167" wide) 66,66G,67,67G,68, SP200, WINDCODE@ W6 Garage Door SF200,SE200,6200,6201,6203 Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R8 II 10472 4-B-Rev03-signed.pd f 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 FL16107 R8 AE CBPC 121212-A.Ddf 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-21`153: 73, 75,84A, Steel Pan (min.25 ga.)Double-Car(97"to 16'2"wide) 94,42,48,42B,48B,4RST,6RST, WINDCODE@ W6 Garage Door with Optional Impact- GD5S,GR5S,AR5S,ED5S Resistant Lites Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16107 R8 II 104710-A-RevO3-signed.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: +36 PSF/-42 PSF Evaluation Reports Other: Max.Wind Speed(V_ult): 170 MPH.Solid doors or FL16107 R8 AE CBPC 121212-A.Ddf 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 GOSS,GR5S,AR5S,ED5S Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R8 II 104710-B-Rev03-signed.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: +36 PSF/-42 PSF Evaluation Reports Other: Doors with standard glazing meet the wind load FL16107 R8 AE CBPC 121212-A.Ddf 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 r48,48B,, 16 PAN-21`143: 84A,94,98, Steel Pan (min.24 ga.)Double-Car(9'2"to 16'2"wide) 4F,4RST WINDCODE@ W6 Garage Door with Optional Impact- Resistant Lites Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16107 R8 II 104753-A-Rev O2-signed.Ddf https://www.floridabuilding.org/pr/pr_app_dtl.aspx?paratn=wGEV XQwtDgvyf4ngAXh 10... 8/17/2016 Florida Building Code Online Page 3 of 5 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 R8 AE CBPC 121212-A.odf doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). 16107.6 06 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 Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R8 II 104753-B-RevO2-signed.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/-42 PSF Evaluation Reports Other: Doors with standard glazing meet the wind load FL16107 R8 AE CBPC 121212-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. 16107.7 07 W6-18 DSIE-1F171:4300, Double-skin Insulated EPS(exterior skin 27 ga.min.; 4301,4310,H DG,HDGL,HDGF, interior skin 27 ga, min.) 16'4"to 18'2"wide WINDCODE@ 66,66G,67,67G,68, SP200, W6 Garage Door with Optional Impact-Resistant Lites SF200,SE200,6200,6201,6203 Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16107 R8 II 104751-A-RevO2-signed.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/-42 PSF Evaluation Reports Other:Max.Wind Speed(V_ult): 170 MPH.Solid doors or FL16107 R8 AE CBPC 121212-A.pdf doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). 16107.8 08 W6-18 DSIE-1F171:4300, Double-skin Insulated EPS(exterior skin 27 ga. min.; 4301,4310,H DG,HDGL,HDGF, interior skin 27 ga.min.) 16'4"to 18'2"wide WINDCODEO 66,66G,67,67G,68, SP200, W6 Garage Door SF200,SE200,6200,6201,6203 Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R8 II 104751-B-Rev02-signed.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/-42 PSF Evaluation Reports Other:Doors with standard glazing meet the wind load FL16107 R8 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. 16107.9 09 W6-18 DSIU-11`171: 9200, Double-skin Insulated PUR(exterior skin 27 ga.min.; 9201,9203,HDP20, HDPF20, interior skin 27 ga.min.) 16'4"to 18'2"wide WINDCODEO HDPL20,7200,7201,7203,8200, W6 Garage Door 8201,8203 Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16107 R8 II 104777-A-RevO2-signed.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/-42 PSF Evaluation Reports Other:Max.Wind Speed(V_ult): 170 MPH.Solid doors or FL16107 R8 AE CBPC 121212-A.pdf 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.; 9201,9203,HDP20, HDPF20, interior skin 27 ga.min.) 16'4"to 18'2"wide WINDCODE@ HDPL20,7200,7201,7203,8200, W6 Garage Door 8201,8203 Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R8 II 104777-B-RevO2-signed.1)df 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 FL16107 R8 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. 16107.11 11 W6-18 PAN-21`153: 73, 75,84A, Steel Pan (min.25 ga.)Double-Car(16'4"to 18'2"wide) 94,42, 48,42B,48B,4RST, 6RST, WINDCODE@ W6 Garage Door with Optional Impact- GD5S,GR5S,AR5S,ED5S Resistant Lites Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16107 R8 II 104761-A-Rev04-signed.2df 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 https://www.floridabuilding.org/pr/Pi_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh10... 8/17/2016 Florida Building Code Online Page 4 of 5 doors with optional impact-resistant glazing are impact- FL16107 R8 AE CBPC 121212-A.Pdf resistant(large missile impact). Created by Independent Third Party: No 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,48B,4RST,6RST, WINDCODEO W6 Garage Door GD5S,GR5S,ARSS,ED5S Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R8 II 104761-B-Rev04-signed.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: +36 PSF/-42 PSF Evaluation Reports Other:Doors with standard glazing meet the wind load FL16107 R8 AE CBPC 121212-A.Pdf 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 WINDCODEO 48,48B,4F,4RST W7 Garage Door with Optional Impact-Resistant Lites Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16107 R8 II 104762-RevO2-signed.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: +41 PSF/-46 PSF Evaluation Reports Other: Max.Wind Speed(V_ult): 170 MPH.Solid doors or FL16107 R8 AE CBPC 121212-A.pdf doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). 16107.14 14 W8-16 DSIE-11`171: HOG, Double-skin Insulated (exterior skin 27 ga.min.;interior HDGL,4300, 4310,4301,66,66G, skin 27 ga. min.)Double Car(9'2"to 16'2"wide) 67,67G,68,6200, 6201,6203, WINDCODEO W8 Garage Door with Optional Impact- SP200,SF200,SE200 Resistant Lites Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16107 R8 II 104736-RevO3-signed.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 PSF/-52 PSF Evaluation Reports Other:Max.Wind Speed(V_ult): 170 MPH.Solid doors or FL16107 R8 AE CBPC 121212-A.odf doors with optional impact-resistant glazing are Impact- Created by Independent Third Party: No resistant(large missile impact). 16107.15 15 W8-16 PAN-21`143: 84A,94,98, Steel Pan (min.24 ga.)Double Car(9'2"to 16'2"wide) 48,48B,4F,4RST WINDCODEO W8 Garage Door with Optional Impact- Resistant Lites Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16107 R8 II 104754-Rev02-signed.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 PSF/-50 PSF Evaluation Reports Other: Max.Wind Speed(V_ult): 170 MPH.Solid doors or FL16107 R8 AE CBPC 121212-A.pdf doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). 16107.16 16 W8-18 DSIE-11`171: HDG, Double-skin Insulated (exterior skin 27 ga, min.; interior HDGL,HDGF,4300,4310,4301, skin 27 ga. min.)Double Car(16'4"to 18'2"wide) 66,66G,67,67G,68, 6200,6201, WINDCODEO W8 Garage Door with Optional Impact- 6203,SP200,SF200, SE200 Resistant Lites Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16107 R8 II 104752-RevO3 signed.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 PSF/-50 PSF Evaluation Reports Other:Max.Wind Speed(V_ult): 170 MPH.Solid doors or FL16107 R8 AE CBPC 121212-A.pdf 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.; 9201,9203,H DP20, HDPF20, interior skin 27 ga.min.)Double-Car(97"to 16'2" wide) HDPL20,7200,7201,7203,8200, WINDCODEO W8 Garage Door with Optional Impact- 8201,8203 Resistant Lites Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16107 R8 1I 104778-Rev03-signed.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 PSF/-52 PSF Evaluation Reports Other:Max.Wind Speed(V_ult): 170 MPH.Solid doors or FL16107 R8 AE CBPC 121212-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-1F171: 9200, 9201,9203,HDP20, HDPF20, https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXhl 0... 8/17/2016 Florida Building Code Online Page 5 of 5 HDPL20,7200,7201,7203,8200, Double-skin Insulated PUR(exterior skin 27 ga,min.; 8201,8203 interior skin 27 ga.min.) 16'4"to 187"wide WINDCODEO W8 Garage Door with Optional Impact-Resistant Lites Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16107 R8 II 104779-Rev02-sianed.Ddf 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 FL16107 R8 AE CBPC 121212-A.odf doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). 16107.19 19 W6-16 DSIE-11`471: GD2SP, Double-skin Insulated EPS(exterior skin 27 ga.min.; GR2SP,GD2LP,GR2LP,AR2S P, interior skin 27 ga. min.)Double-Car(97"to 16'2" wide) AR2LP,ED2SP,ED2LP,4302, WINDCODEO W6 Garage Door with Optional Impact- HDGC,6202,.MFC68,4305,HD GR, Resistant Lites 6205,SFR68,MFR68 Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16107 R8 II 104785-A-Rev03-sianed.Ddf Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant:Yes Created by Independent Third Parry: No Design Pressure: +38 PSF/-42 PSF Evaluation Reports Other: Max.Wind Speed(V_ult): 170 MPH.Solid doors or FL16107 R8 AE CBPC 130214-A.Ddf doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). 16107.20 20 W6-16 DSIE-11`471: GD2SP, Double-skin Insulated EPS(exterior skin 27 ga.min.; GR2SP,GD2LP,GR21_13,AR2S P, interior skin 27 ga,min.)Double-Car(97'to 16'2" wide) AR21-P,ED2SP,ED21-P,4302, WINDCODEO W6 Garage Door HDGC,6202,MFC68,4305,HDGR, 6205,SFR68,MFR68 Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R8 II 104785-B-Rev03-sioned.Ddf 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 FL16107 R8 AE CBPC 130214-A.Ddf 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 Page 1/3 Back Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 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.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 email 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 455,F.S.,please click herr-. Product Approval Accepts: ........................._.._......_.._.................................. Credit CeIrd Safe I imp ir', q i m��l I llI I� https://wWw.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh 10... 8/17/2016 4 13 2 11 'CLASSIC'RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE'RAISED PANEL EMBOSS DOORS SHEET, REVISIONS MODELS I 24 GA I 25 GA 1 25 GA MODELS 25 GA 25 GA 1 OF 4 IREV. NO.1 ZONE: I DATE: ECN NO.IAPPVD: DESCRIPTION CLOPAY 84A, 94 73,75 76 CLOPAY GOSS,GRSS IDEAL 4RST, 4Fw 6RST 2RST 'GALLERY' -- 17 - 2/11/13 - SH I REVISED FOR NEW LOADS. HOLMES 1 48, 40B 142,42B -- HOLMES AR5S SHORT PAN ILONG PANEL 'ARTISTRY' -- ■-MODEL 4F IS FLUSH 'CARRIAGE MEA CARRI GEA HOUSE' ED5S -- D SHORT PANEL I LONG PANEL D SHORT PANEL/FLUSH MODELS; (1) INTERMEDIATE STILE BETWEEN EACH EMBOSS [(3) STILES PER SECTION AT 9'0" WIDE]. EACH INTERM. STILE OPTIONAL GLAZING MAY BE STANDARD ATTACHED WITH TOG-L-LOC (TOP & BOTTOM) AND URETHANE ADHESIVE OR IMPACT RESISTANT GLAZING. SEE LONOG NG PANEL�MODELS; (3) TOTAL STILES PER SECTION. (1) STANDARD SECTION ON SHEET 2 FOR DETAILS. INTERMEDIATE STILE BETWEEN EACH EMBOSS. EACH STANDARD INTERM. MAX. STANDDAA RD SIZE IS 19-1/2"x16". STILE ATTACHED WITH TOG-L-LOC (TOP & BOTTOM) AND URETHANE IMPACT RESISTANT GLAZING IS ADHESIVE (ALONG CENTER). (2) EXTRA INTERM. STILES PER SECTION, DOOR HEIGHT # OF # OF U-BARS 21-5/8"x14-1/8'. FIELD-INSTALLED WITH (4) #8 SMS (PER STILE). SECTI13NS UP TO 7'0' 4 6 A END STILES ATTACHED TO DOOR 7'3' TO 8'9' 5 8 SKIN WITH PATENTED TOG-L-LOC 9'0' TO 10'6' 6 9 SYSTEM (TOP, BOTTOM, & CENTER). 10'9' TO 12'3' 7 Il A, y S� SEE END HINGE 12'6' TO 14'0' 8 12 y VIEW B C 14'3' TO 1519' 9 14 C 16'0' 10 15 p MAX SECTION HEIGHT- 21' SEE INTERMED. HINGE FVIEW C. SLIDE BOLT LOCK END ENGAGES INTO U) VERTICAL TRACK. STILE. ONE LOCK ON ~iceLAEACH SIDE OF PF w a THIS DOOR MEETS OR EXCEEDS THE DESIGN LOADS FOR DOOR. THE _ ULTIMATE WIND SPEEDS LISTED BELOW ACCORDING TO THE FLORIDA BUILDING CODE OR THE INTERNATIONAL BURRING CODE(BASED ON p�p� TWO POINT LOCKING INSIDE SLIDE BOLT ASCE7-10) FOR THE FOLLOWING CONDITIONS: 1) ENCLOSED Ow BUILDING, 2) DOOR HAS 2'OF WIDTH IN BUILDING'S END ZONE,3) INTO TRACK SNAP LATCH ENGAGES LOCK OPTION, END ANY ROOF SLOPE,AND 4)TESTING IN ACCORDANCE WITH i� ONTO VERTICAL TRACK. STILE ANSI/DASMA 108.SITE-SPECIFIC CALCULATIONS BY A QUALIFIED ONE SNAP LWEND TCH ON DESIGN PROFESSIONAL MAY DIFFER. EACH SIDE OR. p BULTIMATE H) I OUTSIDE B SPEED(MPH) 155 160 170 180 195 L ___ __ LOCK BAR CATEGORE B,C,D B,C,D H,c B,C B A OUTSIDE HANDLE. ENGAGES IN CATEGORY OPTIONAL OUTSIDE KEYED LOCATION OF LOCK POSITION OPTIONAL VENT I KEYED TRACK MEAN RODE HEIGHT 25' 15' 25' 15' 30' MAX. DOOR WIDTH = 9'-0"-�11 HANDLE.HANDLE. EACH SIDE INSIDE ELEVATION INSIDE HANDLE OF DOOR. 'CLASSIC' SHORT RAISED-PANEL SHOWN. LONG 'CLASSIC' OUTSIDE KEYED LOCK WITH OUTSIDE KEYED LOCK WITH AND SHORT 'CARRIAGE HOUSE' ARE ALSO APPROVED. SNAP LATCH LOCK OPTION, LOCK BAR LOCKING. /14x5/8" SHEET METAL SCREWS MANUFACTURING PRODUCT CODE SHORT PANEL, PAN-21`153 DESIGN LOADS: +38.0 P.S.F. & -44.0 P.S.F. LONG PANEL PAN-21`156 l� 1/4"x3/4" SELF TEST LOADS: +57.0 P.S. . & -66.0 P.S.F. PART NO.: N/A A PPING SCREWS TOL StatedRAN Other. =n0--Y8585 Duke Boul5040 U A VINDLOAD RATING 9�'TA 0 TOLERANCES are u oa Mcson,ON 4sa0 400 _/ D P 3 8 TeL No.513-77D-4853 W .0 1.031 8nldtlg�� Fox No.513-770-4853 .00 m 1.015 DESCRIPTION: CLASSIC AND CH RP STEEL PAN SC +38/-44 PSF DESIGN ENGINEER, 14 GA. END HINGES 18 GA. INTERMEDIATE HINGE 000 m 1.005 DRAWN BY: MW DATE: 3/15/95 SCALE: NTS MEW .B. VIEW .C" 0000 a 1.001 DWG. Degrees= 11/7 CHECKED BY: -- I DATE: -- ISHEET1 OF 4 SIZE MARK WESTERFIELD, P.E. unleea Stated Otherrtee LORID P.E. #48495, NC P.E. 23832 TEXAS P.E. #91513 DIMENSIONS ARE IN INCHES DWG. NO.: 101348 — A/B VER: IBC 4 3 2 FL(U R 0La p OO DMC T APPROVAL 16107 4 3 Illir2 1 'CLASSIC'RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE'RAISED PANEL EMBOSS DOORS SHEET. REVISIONS MODELS 24 GA 25 GA 25 GA MODELS 25 GA 25 GA 2 OF 4 1 REV. NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTION CLOPAY 84A,94 73, 75 76 CLOPAY GDSS,GRSS -- 17 - - - SH SEE REVISION HISTORY ON SHEET ONE. IDEAL 4RST, 4Fw 6RST 2RST 'GALLERY' HOLMES 1 48, 48B 142, 4211 -- HOLMES AR5S -- SHORT PANEL IL13NG PANEL 'ARTISTRY' IDEAL E➢SS D ■-MODEL 4F IS FLUSH 'CARRIAGE HOUSE' - D SHORT PANEL LONG PANEL IMPACT—RESISTANT CONSTRUCTION: STANDARD ASSEMBLY CONSTRUCTION: SOLID DOORS (NO GLAZING) OR DOORS WITH OPTIONAL IMPACT-RESISTANT GLAZING ARE OPTIONAL DSB OR 1/8-ACYRUC LITES AVAILABLE. OPTIONAL ACRYLIC GLAZING IS IMPACT-RESISTANT. OPTIONALINJECTION-MOLDED POLYCARBONATE FRONT FRAME AND PLASKOLRE OPTIX OR LUCITE 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 C1 PLASTIC IN ACCORDANCE WITH FBC 2612. THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE OR INTERNATIONAL BUILDING WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE AND INTERNATIONAL BUILDING CODE 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—B (IMPACT—RESISTANT GLAZING OPTION) SECTION B—B (NON—IMPACT RESISTANT GLAZING OPTION) C DETAIL'D' FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE. NOTE THAT FRONT FRAME IS NARROWER THAN DETAIL D IMPACT-RESISTANT FRAME 125 OPTIONAL DECORATIVE 225 MULTIPURPOSE HIGH BOND TAPE SNAP-IN INSERT. (BETWEEN FRAME AND FACADE). L DECORATIVE FROM FACADE A GLAZING MOLDED INSIDE UCTURAL SILICONE SEALANT LITE RETAINER. (BETWEEN STEEL SKIN AND FRAME). $8x3/4'PAN HEAD SCREW (10 SCREWS PER LITE). IMPACT RESISTANT ONE-PIECE INJECTION POLYSTYRENE RETAINER FASTENED TO FRAME WITH B MO D432T FRED GE (10) #8 x 3/4-PAN HEAD MACHINE SCREWS. p FRAME&GLAZING. U IMPACT—RESISTANT ASSEMBLY DETAILS STANDARD ASSEMBLY DETAILS DRAWING 101348-A DRAWING 101348-B MANUFACTURING PRODUCT COD SHORT PANEL PAN-21`153 DESIGN LOADS: +38.0 P.S.F. & -44.0 P.S.F. LONG PANEL- PAN-21`156 TEST LOADS: +57.0 P.S.F. & -66.0 P.S.F. PART NO.: N/A A A Unless States OU-1. =Clo -� 8565 Duke Boulevard WINDLOAD RATING TOLERANCES—e Clog! Mesae'ON 45040 8M \_/C D P 3 8 Td.No.513-770-48M �A/ p .0 *.031 � •9 Prad.xta Fax No.513-770-4853 .00= t.015 DESCRIPTION: CLASSIC AND CH RP STEEL PAN SC +38/-44 PSF DESIGN ENGINEER, 000- t.0G5 DRAWN BY: Mw DATE: 3/1s/ss SCALE: NTS ..000 ':.001 DWG.D Degrees= tt/7 CHECKED BY: -- DATE: -- ISHEEr 2 OF 4 SIZE jJ MARK WESTERFIELD, P.E. Unless Sorted Otl.,,.4 e FLORIDAE 48495 NC P.E. 23832 TEXAS P.E. #91513 DIMENSIONS ARE IN INCHES. DWG. NO.: 101348 - AIB VER: IBC 4lr-\2 IF LO G�pDQ PRODUCT 4r%1 O MIQL� 16107 4 13 Ap2 11 'CLASSIC'RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE'RAISED PANEL EMBOSS DOORS SHEET, REVISIONS MODELS 24 GA 25 GA 1 25 GA MODELS 25 Gra 25 GA 3 OF 4 REV. N0, ZONE: DATE: ECN NO. APPVD: DESCRIPTION CLOP AY 84A,94 73, 75 76 CLOPAY GD5S, GR5S -- 17 - -- - -- SEE REVISION HISTORY ON SHEET ONE. IDEAL 14RST,41`06RST 2RST 'GALLERY' HOLMES 1 48,48B 142, 42B -- HOLMES AR5S SHORT PANEL LONG PANEL 'ARTISTRY' IDEAL ED5S 3"TALL U-BAR ■-MODEL 4F IS FLUSH 'CARRIAGE HOUSE' F-2" THICK 20 GA. GALV. STEEL D SHORT PANEL LONG PANEL I WN. YEILD STRENGTH: 50 KSI D _d 3' [- VERTICAL VERTICAL JAMB ATTACHMENT (WOOD FRAME BUILDINGS) 1-7/8' 3/8"x3' LAG SCREWS ON 24' CENTERS. 1-1/8" O.D. WASHER REQUIRED. LAG SCREWS MAY T BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. �1,2 GA. GALV. STEEL TOP VERTICAL JAMB ATTACHMENT (C-90 BLOCK OR 2.000 PSI MIN CONCRETE COLUMN): ROLLER BRACKET. EACH 3/8"x3" SLEEVE ANCHOR BOLTS ON 22" CENTERS (2,000 PSI MIN. CONCRETE). WASHERS BRACKET ATTACHED W/(4) INCLUDED WITH SLEEVE ANCHORS. 14x5/8' SHEET METAL OR SCREWS. 1/4"x3" TAPCON SCREWS ON 19" CENTERS (2,000 PSI MIN. CONCRETE) OR 10" CENTERS 25 GA. MIN. G-40 GALV. SHIP LAP JOINTS. (C-90 BLOCK). t" O.D. WASHERS REQUIRED WITH TAPCONS. STEEL SKIN WITH A ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING BAKED-ON PRIMER AND SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. A BAKED-ON POLYESTER C TOP COAT APPLIED TO 14 GA. GALV. STEEL END HINGE 1 OTHER JAMB CONFIGURATIONS: REFER TO DASMA TDS-161. A LICENSED DESIGN BOTH SIDES OF STEEL FASTENED TO END STILES W/(4) EACH PROFESSIONAL MAY ALSO BE EMPLOYED TO APPROVE ALTERNATE FASTENERS AND/OR JAMB SKIN. #14x5/8" SHEET METAL SCREWS & (4) CONFIGURATIONS. 1/4" SELF TAPPING SCREWS. 3" TALL x 20 GA. GALV. STEEL U-BARS IN A 2-1-2-1 PATTERN (I.E. TWO U-BARS ON BOTTOM SECTION, ONE U-BAR ON NEXT SECTION, ETC.). EACH U-BAR ATTACHED WITH (2) 1/4"x3/4" SELF TAPPING SCREWS PER STILE LOCATION. B B 13 GA. GALV. STEEL BOTTOM BRACKET. ATTACHED WITH (2) #145/8' SHEET METAL SCREWS ALUMINUM EXTRUSION &VINYL WEATHERSTRIP. SECTION A-A (SIDE VIEW) MANUFACTURING PRODUCT CODE SHORT PANEL' PAN-21`153 LONG PANEL PAN-21`156 DESIGN LOADS: 7.0 P P.S.F. & 6.0 P.S.F.P.S.F. PART NO.: N A A TEST LOADS: +57.0 P.S.F & -66.0 - / A Unless Stated OMe-'. =C�UDay 8585 Duke Boulevard WINDLOAD RATING TOLERANCES am u Masao' 53470-400 45040 USA \ / D P 3 8 .0 ..031 �9��+ 1.Na 13-1VV .00- t.015 DESCRIPTION: CLASSIC AND CH RP STEEL PAN SC +38/-44 PSF .000- t.005 DRAWN BY: MW DATE:3/15/95 SCALE: NTS DESIGN ENGINEERr .0000- t.001 DWG. Degrees= ±1/7 CHECKED BY: -- DATE: -- SHEET 3 OF 4 SIZE MARK WESTERFlELD, P.E. Unime Stated ODMerwiee O IDA P.E. #,84 48 95 NCP.E. 23832 TEXAS P.E. 491513. DIMENSIONS ARE IN iNMM DWG. NO.: 101348 -A/B VER: IBC 4 3 2 FLOIRODQ PIAODUCT APPROVAL 16107 4 1 3 11ir 2 1 1 'CLASSIC'RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE'RAISED PANEL EMBOSS DOORS SHEET, REVISIONS MODELS 24 GA 25 GA 25 GA MODELS 25 GA 25 GA 4 OF 4 IREV. NO.1 ZONE: I DATE: I ECN No. APPVD: DESCRIPTION CLOPAY 84A,94 73,75 76 CLOPAY IDEAL 4RST,4Fm 6RST 2RST 'GALLERY' GDSS,GRSS -- 17 - -- - - SEE REVISION HISTORY ON SHEET ONE. HOLMES 1 48,48B 142,42B -- HOLMES AR5S -- SHORT PANEL I LONG PANEL 'ARTISTRY' MEAL■-MODEL 4F IS FLUSH 'CARRIAGE HOUSE' EDSS — D DI SHORT PANEL I LONG PANEL 2"TRACK CONFIGURATION. DOOR COUNTERBALANCE SYSTEM JAMB CONFIGURATION. HORIZONTAL TRACK 13 CA GALV.STEEL FLAG BRACKET ATTACHED TO DOOR SUPPORT BY DOOR JAMB WITH (3) 5/16"X 1-5/8"LAG SCREWS HEIGHT 'L' INSTALLER(TO SUIT). AND TO TRACK WITH (2) 1/4'RIVETS. _ L 70 NOTE;TRACK CONFIGURATION - 2x8 SYP W000 JANE.SEE OPTIONAL STOP MOULDING BY INSTALLER(TO SUIT). ABOVE THE DOOR OPENING DOES 13 AS ROD:SPACING NTE 30'O.C. - "JAMB PREPARATION NOTE". 16 GA GALV.STEEL END STILE. NOT AFFECT THE WIND LOAD - RATING OF THIS DOOR. of - 62'±4' 2'GALV.STEEL TRACK, 2-1/2'% 12 GA GALV.STEEL TRACK THICKNESS:0.683'. _ TRACK BRACKETS FASTENED TO WOOD JAMBS WITH 5/6'X 1-5/8' 7/16'I.D. ROUND 18 OA GALV. STEEL CENTER HINGE .L. - LAG SCREWS. PUSH NUT FASTENED TO INTER.STILES W/(4)EACH =C 38'±2' - FASTENER. /14x5/8'SHEET METAL SCREWS.TYP.2-1/2'X 12 GA GALV. z STEEL TRACK BRACKETS, _ 14 GA GALV.STEEL ROLLER HINGES FASTENED TO END STILES W/(4) EACH$14x5/8' l� b ATIACHED TO JAMB WITH(1) - SHEET METAL SCREWS AND(2) 1/4'SELF TAPPING SCREWS PER END HINGE. 0 5/16'X 1-5/8'LAG SCREW PER - 2'GALV.STEEL TRACK FASTENED TO TRACK BRACKET. - 12 GA GALV STEEL TRACK BRACKETS - WITH EITHER(2) 1/4'DIA RNEIS OR 2'DIA 7-1/2'LONG STEM, 10 BNL.STEEL ROLLER WITH STEEL OR NYLON TIRE. 10' - (1) 1/4'X 5/8'BOLT&NUT PER SECTION C- -3-1/2* - TRACK BRACKET. PREPARATION OF JAMBS BY OTHERS. LHR BRACKET(2-1/2'x 5-3/4'x 12GA) ATTACHED WITH (2) 1/4'x 3/4'SELF TAPPING SCREWS. 3"TRACK IS ALSO AVAILABLE, DOUBLE TRACK LOW HEADROOM OPTION UBLE HORIZONTAL TRACK B B MANUFACTURING PRODUCT COD SHORT PANEL PAN-2F153 DESIGN LOADS: +38.0 P.S.F. & -44.0 P.S.F. LONG PANEL- PAN-21F156 A TEST LOADS: +57.0 P.S.F. & -66.0 P.S.F. PART NO.: N/A A Unlem Stated ONanriae CiU y BSHS Duke 5040 USA VINDLOAD RATING TOLERANCES.. TMason OHeL 51 45040 USA W 6 D P 3 8 TeL No.513-770-4Boo .0 v ±.031 Baking�� Fax No.513-770-4853 .00- ±.015 DESCRIPTION: CLASSIC AND CH RP STEEL PAN SC +38/-44 PSF .000 0 ±.Dos DESIGN ENGINEERI .0000 0 ±.001 DRAWN BY: MW DATE: 3/15/95 SCALE: NTS DwG,B Degroea ±1/2• CHECKED BY: -- DATE: -- SHEET 4 OF 4 SIZE J, MARK WESTTT2FlELD, P.E. Umase stoles otheniee FLORIDA P E. 48495 NC P.E. 23832 TEXASP.E. 91513 OINENSIoNs ARE IN INcHE DWG. NO.: 101348 - A/B VER: IBC 4 3 2 G LOO R b-A\ PRODUCT DUC T APPROVAL 16107