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FL # FL12099-R9
Application Type Affirmation
Code Version 2023
Application Status Approved
 
Comments
Archived
 
Product Manufacturer Wayne-Dalton, a division of Overhead Door Corporation
Address/Phone/Email 3395 Addison Drive
Pensacola, FL 32514
(330) 763-8121
dkornish@wayne-dalton.com
 
Authorized Signature Dwayne Kornish
dkornish@wayne-dalton.com
 
Technical Representative Junfeng Qian
Address/Phone/Email 2501 S TX-121 BUS
Lewisville, TX 75067
(469) 549-7100
junfeng_qian@overheaddoor.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 the Evaluation Report Jeffrey P. Arneson
Florida License PE-58544
Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity
Quality Assurance Contract Expiration Date 02/10/2039
Validated By Kurt Dietrich PE
  Validation Checklist - Hardcopy Received
 
Certificate of Independence FL12099_R9_COI_Cert_of_Ind_Arneson.pdf
FL12099_R9_COI_Cert_of_Ind_Dietrich 2020 Signed.pdf.pdf
FL12099_R9_COI_Cert_of_Ind_Kornish 2020 Signed.pdf.pdf.pdf
 
Referenced Standard and Year (of Standard)
StandardYear
ANSI/DASMA-1082012
 
Equivalence of Product Standards
Certified By

 
Sections from the Code
 
 
Documentation from approved Evaluation or Validation Entity
 


FL12099_R9_COC_Statement_of_Affirmation_FBC2023_FL12099.pdf
 
Product Approval Method Method 1 Option D
 
Date Submitted 10/23/2023
Date Validated 10/23/2023
Date Pending FBC Approval
Date Approved 11/01/2023
 
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
 Approved for use in HVHZ: No
 Approved for use outside HVHZ: Yes
 Impact Resistant: No
 Design Pressure: +22.90/-26.30
 Other: Glazing is not impact resistant and does not meet the requirements for wind-borne debris regions.
Installation Instructions
 FL12099_R9_II_1000 P4 s.pdf
 FL12099_R9_II_307494-P12 Track Supplement Chart.pdf
 FL12099_R9_II_WDJambSupplementP17_s.pdf
 Verified By: Jeffrey P. Arneson FLORIDA PE 58544
 Created by Independent Third Party: Yes
Evaluation Reports
 FL12099_R9_AE_WD04879_7th Edition.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
 Approved for use in HVHZ: No
 Approved for use outside HVHZ: Yes
 Impact Resistant: No
 Design Pressure: +31.20/-35.80
 Other: Glazing is not impact resistant and does not meet the requirements for wind-borne debris regions.
Installation Instructions
 FL12099_R9_II_1001 P4 s.pdf
 FL12099_R9_II_307494-P12 Track Supplement Chart.pdf
 FL12099_R9_II_WDJambSupplementP17_s.pdf
 Verified By: Jeffrey P. Arneson FLORIDA PE 58544
 Created by Independent Third Party: Yes
Evaluation Reports
 FL12099_R9_AE_WD04879_7th Edition.pdf
 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
 Approved for use in HVHZ: No
 Approved for use outside HVHZ: Yes
 Impact Resistant: No
 Design Pressure: +41.60/-46.30
 Other: Glazing is not impact resistant and does not meet the requirements for wind-borne debris regions.
Installation Instructions
 FL12099_R9_II_1002 P4 s.pdf
 FL12099_R9_II_307494-P12 Track Supplement Chart.pdf
 FL12099_R9_II_WDJambSupplementP17_s.pdf
 Verified By: Jeffrey P. Arneson FLORIDA PE 58544
 Created by Independent Third Party: Yes
Evaluation Reports
 FL12099_R9_AE_WD04879_7th Edition.pdf
 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
 Approved for use in HVHZ: No
 Approved for use outside HVHZ: Yes
 Impact Resistant: No
 Design Pressure: +23.00/-25.00
 Other: Glazing is not impact resistant and does not meet the requirements for wind-borne debris regions.
Installation Instructions
 FL12099_R9_II_1020 P5 s.pdf
 FL12099_R9_II_307494-P12 Track Supplement Chart.pdf
 FL12099_R9_II_WDJambSupplementP17_s.pdf
 Verified By: Jeffrey P. Arneson FLORIDA PE 58544
 Created by Independent Third Party: Yes
Evaluation Reports
 FL12099_R9_AE_WD04879_7th Edition.pdf
 Created by Independent Third Party: Yes
12099.5 8700 #1021 16' Max width. 14' Max height.
Limits of Use
 Approved for use in HVHZ: No
 Approved for use outside HVHZ: Yes
 Impact Resistant: No
 Design Pressure: +30.00/-33.50
 Other:  
Installation Instructions
 FL12099_R9_II_1021 P5 s.pdf
 FL12099_R9_II_307494-P12 Track Supplement Chart.pdf
 FL12099_R9_II_WDJambSupplementP17_s.pdf
 Verified By: Jeffrey P. Arneson FLORIDA PE 58544
 Created by Independent Third Party: Yes
Evaluation Reports
 FL12099_R9_AE_WD04879_7th Edition.pdf
 Created by Independent Third Party: Yes
12099.6 8700 #1022 16' Max width. 8' Max height. Glazing available in top or intermediate section.
Limits of Use
 Approved for use in HVHZ: No
 Approved for use outside HVHZ: Yes
 Impact Resistant: No
 Design Pressure: +43.40/-48.40
 Other: Glazing is not impact resistant and does not meet the requirements for wind-borne debris regions.
Installation Instructions
 FL12099_R9_II_1022 P4 s.pdf
 FL12099_R9_II_307494-P12 Track Supplement Chart.pdf
 FL12099_R9_II_329481 P 8700 Post.pdf
 FL12099_R9_II_WDJambSupplementP17_s.pdf
 Verified By: Jeffery P. Arneson FLORIDA PE 58544
 Created by Independent Third Party: Yes
Evaluation Reports
 FL12099_R9_AE_WD04879_7th Edition.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
 Approved for use in HVHZ: No
 Approved for use outside HVHZ: Yes
 Impact Resistant: No
 Design Pressure: +18.50/-20.70
 Other: Glazing is not impact resistant and does not meet the requirements for wind-borne debris regions.
Installation Instructions
 FL12099_R9_II_1040 P5 s.pdf
 FL12099_R9_II_307494-P12 Track Supplement Chart.pdf
 FL12099_R9_II_WDJambSupplementP17_s.pdf
 Verified By: Jeffrey P. Arneson FLORIDA PE 58544
 Created by Independent Third Party: Yes
Evaluation Reports
 FL12099_R9_AE_WD04879_7th Edition.pdf
 Created by Independent Third Party: Yes
12099.8 8700 #1041 18' Max width. 12' Max height.
Limits of Use
 Approved for use in HVHZ: No
 Approved for use outside HVHZ: Yes
 Impact Resistant: No
 Design Pressure: +25.90/-28.80
 Other:  
Installation Instructions
 FL12099_R9_II_1041 P5 s.pdf
 FL12099_R9_II_307494-P12 Track Supplement Chart.pdf
 FL12099_R9_II_WDJambSupplementP17_s.pdf
 Verified By: Jeffrey P. Arneson FLORIDA PE 58544
 Created by Independent Third Party: Yes
Evaluation Reports
 FL12099_R9_AE_WD04879_7th Edition.pdf
 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
 Approved for use in HVHZ: No
 Approved for use outside HVHZ: Yes
 Impact Resistant: No
 Design Pressure: +39.20/-43.70
 Other: Glazing is not impact resistant and does not meet the requirements for wind-borne debris regions.
Installation Instructions
 FL12099_R9_II_1042 P4 s.pdf
 FL12099_R9_II_307494-P12 Track Supplement Chart.pdf
 FL12099_R9_II_329481 P 8700 Post.pdf
 FL12099_R9_II_WDJambSupplementP17_s.pdf
 Verified By: Jeffrey P. Arneson FLORIDA PE 58544
 Created by Independent Third Party: Yes
Evaluation Reports
 FL12099_R9_AE_WD04879_7th Edition.pdf
 Created by Independent Third Party: Yes
 
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