The URL can be used to link to this page

Home My WebLink AboutProduct Approval Florida Building Code Online Page 1 of 3 �, . kit !9W a � , ME Florida Dapa'ini)e t BCIS Home i Log In User Registration Hot Topic Submit Surcharge Stats&Facts Publications j FBC Stag BCIS Site Map Links Search Business'() ProfeSSiOf1 ) t# "` Product Approval 7 4 USER:Public User Regulation Product Approval Menu>Product or Application Search>Application List>Application Detail s FL# FL12099-R4 Application Type Revision Code Version 2010 Application Status Approved Comments Archived l Product Manufacturer Wayne-Dalton,a division of Overhead Door Corporation Address/Phone/Email 3395 Addison Drive Pensacola,FL 32514 (850)475-6000 gtaylor@Wayne-Dalton.com Authorized Signature Greg Taylor gtaylor@Wayne-Dalton.com Technical Representative Greg Taylor Address/Phone/Email 3395 Addison Drive Pensacola,FL 32514 (850)474-9890 gtaylor@wayne-dalton.com 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 Jeffrey P.Arneson the Evaluation Report Florida License PE-58544 Quality Assurance Entity Intertek Testing Services NA Inc.-ETL/Warnock Hersey Quality Assurance Contract Expiration Date 02/10/2039 Validated By Kurt Dietrich PE Validation Checklist-Hardcopy Received Certificate of Independence FIA2099 R4 COI Cert Ind.odf Referenced Standard and Year(of Standard) Standard Year ANSI/DASMA-108 2002 Equivalence of Product Standards Certified By Sections from the Code http://vvww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquJEQf8P6a6FD... 5/26/2015 Florida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option D Date Submitted 02/21/2012 Date Validated 02/22/2012 Date Pending FBC Approval 03/04/2012 Date Approved 04/03/2012 Date Revised 02/04/2015 Summary of Products FL# Model,Number or Name Description 12099.1 8700#1000 9'Max width. 14'Max height.Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ:No FL12099 R4 II 1000 P1.,L'1t�f Approved for use outside HVHZ:Yes F1..12099 R4 II 307494 P9 Track Supplement Chart.ndf Impact Resistant: No FL12(}99 R4 lI Jam€I, Dr3nection Supplement. Design Pressure:+22.90/-26.30 Pl(Isianed_pdf Other:Glazing is not impact resistant and does not meet Verified By:Jeffrey P.Arneson FLORIDA PE 58544 the requirements for wind-borne debris regions. Created by Independent Third Party:Yes Evaluation Reports FL12099 R4 AE FL 12099.pdf Created by Independent Third Party:Yes 12099.2 8700#1001 9'Max width. 14'Max height.Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ:No FL.12099 R4 II 1001 P11.pdf Approved for use outside HVHZ:Yes FL12099 R4 II 307494 P9 Track Supplement Chart Ddf Impact Resistant: No FL12099 R4 II Jamb Connection Supplement Design Pressure:+31.20/-35.80 P10igned.3tdf Other:Glazing is not impact resistant and does not meet Verified By:Jeffrey P.Arneson FLORIDA PE 58544 the requirements for wind-borne debris regions. Created by Independent Third Party:Yes Evaluation Reports FLI.22,79.R4 A;-:-FL 12099a f Created by Independent Third Party:Yes 12099.3 8700#1002 9'Max width. 14'Max height.Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ:No FL12099 R4 II 1002 P1.Ddf Approved for use outside HVHZ:Yes FL12099 R4 II 307494 P9 Track Sum DlenLent Cha rt.�df Impact Resistant:No FL12099 R4 II Jamb Connection Supolernent Design Pressure:+41.60/-46.30 P1.0 signed.pdf Other:Glazing is not impact resistant and does not meet Verified By:Jeffrey P.Arneson FLORIDA PE 58544 the requirements for wind-borne debris regions. Created by Independent Third Party:Yes Evaluation Reports FL..12099 R4 AE FL 1.2099.ndf Created by Independent Third Party:Yes 12099.4 8700#1020 16'Max width. 14'Max height.Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ:No FL12099 R4 II 1020 P2.odf Approved for use outside HVHZ:Yes Fl....A.20 9 R4 11 307494 P9 Tra-k Si!pplemgnt Cha t.Ddf Impact Resistant:No FLQ2 Ll R4 II Jamb Connection SUpplc mf nt Design Pressure:+23.00/-25.00 P10 signed.pdf Other:Glazing is not impact resistant and does not meet Verified By:Jeffrey P.Arneson FLORIDA PE 58544 the requirements for wind-borne debris regions. Created by Independent Third Party:Yes Evaluation Reports R_1.2.099 R4 AE FL 12099.Ddf Created by Independent Third Party:Yes 12099.5 8700#1021 16'Max width. 14'Max height. Limits of Use Installation Instructions Approved for use in HVHZ:No FL.1.2099 R4 II 1021.P3,pdf Approved for use outside HVHZ:Yes FL12099 R4 II 307494 P9 Track Supplement Chart-12df Impact Resistant:No FL12099 R4 II Jamb Connection Supplement Design Pressure:+30.00/-33.50 P1.0 signed.pdf Other: Verified By:Jeffrey P.Arneson FLORIDA PE 58544 Created by Independent Third Party:Yes Evaluation Reports FL12099 R4 AE FL..1209df Created by Independent Third Party:Yes http://www.floridabuilding.org/pr/pr_app_dtl.aspx?para.m=wGEVXQwtDquJEQf8P6a6FD... 5/26/2015 Florida Building Code Online Page 3 of 3 16'Max width.8'Max height.Glazing available in top or intermediate section. LimiUse Installation Instructions Approved oru-se"-lmHVHZ:No FL12099 R4 II 1022 Pl.Ddf Ap roved for use�utIide HVHZ:Yes FL!2099 R4 II 329481 P 8700 Post.pd mpa_ Resistant:No FL.1.2099 R4 II Jamb Connection Supplement Des gn Pressure:+43.40/-48.40 P10 siop f Other:Glazing is not impact resistant and does not meet Verified By:Jeffery P.Arneson FLORIDA PE 58544 the requirements for wind-borne debris regions. Created by Independent Third Party:Yes Evaluation Reports FL12099 R4 AE FL 1099,pdf Created by Independent Third Party:Yes 12099.7 8700#1040 18'Max width. 12'Max height.Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ:No FL12099 R4 II 1040 P2,pdf; Approved for use outside HVHZ:Yes FL12099 R4 II 307494 P9 Track Supplement Chart:Ddf Impact Resistant:No FL12.099 R4 II Jamb Connection Supplement Design Pressure:+18.50/-20.70 PI.0 sinrled.pdf Other:Glazing is not impact resistant and does not meet Verified By:Jeffrey P.Arneson FLORIDA PE 58544 the requirements for wind-borne debris regions. Created by Independent Third Party:Yes Evaluation Reports FL I209W9 R4 AE FL.12099.pd Created by Independent Third Party:Yes 12099.8 8700#1041 18'Max width. 12'Max height. Limits of Use Installation Instructions Approved for use in HVHZ:No FL12099 R4 II 1041 P3.1)df Approved for use outside HVHZ:Yes FL12099 R4 ti 307494 P9"track Supplement Chart.Ddf Impact Resistant:No FL.1.20),9 R4 II Jamb Connection Supplement Design Pressure:+25.90/-28.80 P10 signed.pdf Other: Verified By:Jeffrey P.Arneson FLORIDA PE 58544 Created by Independent Third Party:Yes Evaluation Reports FL12099 R4 AE FL 12099.Ddf Created by Independent Third Party:Yes 12099.9 8700#1042 18'Max width.8'Max height.Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ:No FL12099 R4 II 1042 P1.Ddf Approved for use outside HVHZ:Yes Ft_1.2099 R4 II 329481.P 8700 Post.odf Impact Resistant:No FL12099 R4 11 Jamb Connection Supplement Design Pressure:+39.20/-43.70 L10 sioned.pdf Other:Glazing is not impact resistant and does not meet Verified By:Jeffrey P.Arneson FLORIDA PE 58544 the requirements for wind-borne debris regions. Created by Independent Third Party:Yes Evaluation Reports FL12099 R4 AE FL 12099.12d Created by Independent Third Party:Yes 6aLl'C Next Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AAJEEO employer.Cooyriaht 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 here. Product Approval Accepts: ,] WN 9 ra seeudtvxs;Trst- http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquJEQf8P6a6FD... 5/26/2015 I These Tables Are For GARAGE DOORS IN One and Two Family Dwellings Garage Doors Installed In Buildings with a Mean Roof Height of 30' or Less Located in Exposures B,C or D Table R301.2(4) COMPONENTS AND CLADDING WORST CASE DESIGN PRESSURE [PSF] 0160 EXPOSURE B 9'x7' Door =+26.7 -30.2 1-1160 EXPOSURE B 16'x 7' Door =+25.6 -28.6 0160 EXPOSURE C 9'x 7' Door = +32.4 -36.6 (1 story and max 15' 171160 EXPOSURE C 16'X 7' Door =+31.0 -34.5. mean roof height) Ell 60 EXPOSURE C 9'x 7' Door =.+37.4 -42.3 (2 story and max 30' . ❑160 EXPOSURE C 16'X 7' Door _+35.9 -39.9 . mean roof'height) 1711,60,EXPOSURE D 9'x 7' Door=+39.3 -44.4 .(1 story and max 15' F11 60 EXP666RE''Dt1'6'x.T ®oar=+37 T r-41°:2!: mean roof height) ❑160 EXPOSURE D 9'x 7'Door=+44.3 -50.2 (2 story and max 30' ❑160 EXPOSURE D 16'x 7' Door=+42.5 -47.4 mean roof height) ❑150 EXPOSURE B 9'x 7' Door =+22.8 -25.8 [:]l 50 EXPOSURE B 16'x 7'Door =+21.8 -24.3 ❑150 EXPOSURE C 9'x 7' Door=+27.6 -31.3 (1 story and max 15' ❑150 EXPOSURE C 16'x 7'Door=+26.4 -'29.5 mean roof height ❑150 EXPOSURE C 9'x 7' Door=+32.0 -36.2 (2 story and max 30' ❑150 EXPOSURE C 16'x 7'Door=+30.6 -34.1 mean roof height) Ell 50 EXPOSURE D '9'x 7' Door =+33.6 -38.0 '(1 story and max 15' ❑150 EXPOSURE D 16'x'7' Door =+32.1 -35.8 mean roof height) ❑150 EXPOSURE D 9'x 7' Door =+37.9 -42.9 . (2 story and max 30' Ell 50 EXPOSURE D 16'x 7' Door =+36.2 -40.4 mean roof height) Notes: ■ Secure existing bucks per the Product Approval or Design Professional Instructions prior to installing the door. Have product-approvals available at the time of inspection. ■ Glazing in Garage doors must comply with R301.2.1.2 (Glazing must be impact resistant or shuttered) l Miami Dade N.O.A or Florida Product Approval# TL \aC_-P(V �e