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P OFFICE OF THE FL# FL15371-R3
SIECRIETARY Application Type Revision
Code Version 2017
Application Status Applied For
Comments
Archived
Product Manufacturer DAB Doors Company,Inc.
Address/Phone/Email 12195 NW 98 Avenue
Hialeah Gardens, FL 33018
(305)822-7870
RBerger518@hotmail.com
Authorized Signature Jalal Farooq
veronica@afceng.com
Technical Representative Allen Berger
Address/Phone/Email 12195 NW 98 Avenue
Hialeah Gardens, FL 33018
rberger518@hotmail.com
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Sectional Exterior Door Assemblies
Compliance Method Certification Mark or Listing
Certification Agency Miami-Dade BCCO-CER
Validated By Miami-Dade BCCO-VAL
Referenced Standard and Year(of Standard) Standard Year
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 07/20/2016
Date Validated
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Summary of Products
FL# Model,Number or Name Description
15371.1 Hurricane Master Model 824/811 Steel Large missile impact resistant 16'-2"x 16'steel sectional garage
Sectional Garage Door 16'-2"Wide w/ door.
Window Lite Option
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL15371_R3 C CAC Steel Sectional Garage Door
Approved for use outside HVHZ:Yes 16-2X16(LMI)-NOA 17-1018.1l.pdf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure: +48/-52 07/21/2020
Other:See attached NOA#17-1018.11 and limitations of use Installation Instructions
for installation instructions. FL15371_R3_II Limitations Of Use.pdf
FL15371_R3_II_Steel Sectional Garage Door 16-2X16(LMI)-NOA
17-1018.1l.pdf
Verified By: Miami-Dade BCCO-CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
15371.2 Hurricane Master Model 824/811 Steel Large missile impact resistant 16'-2"x 16'steel sectional garage
Sectional Garage Door 16'-2"Wide w/ door.
Window Lite Option
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL15371_R3_C_CAC_Steel Sectional Garage Door
Approved for use outside HVHZ:Yes 16-2X16(LMI)-NOA 17-1018.12.pdf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure: +36/-44 07/21/2020
Other:See attached NOA#17-1018.12 and limitations of use Installation Instructions
for installation instructions. FL15371_R3_II_Limitations Of Use.pdf
FL15371_R3 II Steel Sectional Garage Door 16-2X16 LMI -NOA
17-1018.12.pdf
Verified By: Miami-Dade BCCO-CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
15371.3 Hurricane Master Model 824/811 Steel Large missile impact resistant 16'-2"x 16'steel sectional garage
Sectional Garage Door 16'-2"Wide w/ door.
Window Lite Option
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL15371_R3 C CAC Steel Sectional Garage Door
Approved for use outside HVHZ:Yes 16-2X16(LMI)-NOA 17-0919.12.pdf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure: +27/-30 08/14/2021
Other:See attached NOA#17-0919.12 and Limitations of Use Installation Instructions
for installation instructions. FL15371_R3 II Limitations Of Use.pdf
FL15371_R3 II Steel Sectional Garage Door 16-2X16 LMI)-NOA
17-0919.12.E
Verified By: Miami-Dade BCCO-CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
15371.4 Hurricane Master Model 824/811 Steel Large missile impact resistant 16'-2"x 16'steel sectional garage
Sectional Garage Door 16'-2"Wide w/ door
Window Lite Option
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL15371_R3 C CAC_16x16 Garage Door NOA
Approved for use outside HVHZ:Yes 17-1108.30(LMI)-2017 DWG 00-18.pdf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure: +56/-64 02/22/2020
Other:See attached NOA#17-1108.30 and Limitations of Use Installation Instructions
for installation instructions FL15371_R3_II_16x16 Garage Door NOA 17-1108.30(LMI)-2017
DWG 00-18.pdf
FL15371_R3 II Limitations Of Use.pdf
Verified By: Miami-Dade BCCO-CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
15371.5 Hurricane Master Model 824/811 Steel Large missile impact resistant 18'-2"x 16'steel sectional garage
Sectional Garage Door 18'-2"Wide w/ door.
Window Lite Option
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL15371_R3_C CAC Steel Sectional Garage Door 18-2X16
Approved for use outside HVHZ:Yes (LMI)-NOA 18-0301.07.pdf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure: +55/-64 03/10/2023
Other:See attached NOA#18-0301.07 and limitations of use Installation Instructions
for installation instructions. FL15371_R3 II Limitations Of Use.pdf
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FL15371_113_II_Steel Sectional Garage Door 18-2X16 LMI)-
NOA 18-0301.07.pddf
Verified By: Miami-Dade BCCO-CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
15371.6 Hurricane Master Model 824/811 Steel Large missile impact resistant 18'-2"x 16'steel sectional garage
Sectional Garage Door 18'-2"Wide w/ door.
Window Lite Option
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL15371_R3_C_CAC_Steel Sectional Garage Door
Approved for use outside HVHZ:Yes 18-2X16(LMI)-NOA 17-0919.11.pdf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure: +40/-44 03/29/2022
Other:See attached NOA#17-0919.11 and limitations of use Installation Instructions
for installation instructions. FL15371_R3_II_Limitations Of Use.pdf
FL15371_R3 II Steel Sectional Garage Door 18-2X16 LMI -NOA
17-0919.11.pdf
Verified By: Miami-Dade BCCO-CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
15371.7 Hurricane Master Model 824/811 Steel Large missile impact resistant 9'-4"x 16'steel sectional garage
Sectional Garage Door 9'-4"Wide w/ door.
Window Lite Option
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL15371_R3_C_CAC_Steel Sectional Garage Door 9-4X16(LMI)_
Approved for use outside HVHZ:Yes NOA 17-1018.13.pdf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure: +50/-60 08/09/2021
Other:See attached NOA#17-1018.13 and Limitations of Use Installation Instructions
for installation instructions. FL15371_113 II Limitations Of Use.pdf
FL15371_R3_II_Steel Sectional Garage Door 9-4X16(LMI)-NOA
17-1018.13.pdf
Verified By: Miami-Dade BCCO-CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
15371.8 Hurricane Master Model 824/811 Steel Large missile impact resistant 9'-4"x 16'steel sectional garage
Sectional Garage Door 9'-4"Wide w/ door.
Window Lite Option
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL15371_R3 C CAC Steel Sectional Garage Door 9-4X16(LMI)_
Approved for use outside HVHZ:Yes NOA 17-0919.13.pddf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure: +62/-70 10/04/2021
Other:See attached NOA#17-0919.13 and Limitations of Use Installation Instructions
for installation instructions. FL15371_R3_II_Limitations Of Use.pdf
FL15371_R3_II_Steel Sectional Garage Door 9-4X16 LMI -NOA
17-0919.13.pdf
Verified By: Miami-Dade BCCO-CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
15371.9 Model 924 Steel Sectional Garage Large missile impact resistant 12'-4"x 18'steel sectional garage
Door 12'-4"Wide door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL15371_R3 C CAC_12x18 Garage Door NOA
Approved for use outside HVHZ:Yes 17-1108.31(LMI)-2017 DWG 04-01.pdf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure: +60/-65 07/14/2020
Other:See attached NOA#17-1108.31 and Limitations of Use Installation Instructions
for installation instructions FL15371_R3_II_12x18 Garage Door NOA 17-1108.31(LMI)-2017
DWG 04-01.pdf
FL15371_R3_II_Limitations Of Use.pdf
Verified By: Miami-Dade BCCO-CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
15371.10 Storm Master Model 824/811/812 Large missile impact resistant 10'-4"x 16'steel sectional garage
Steel Sectional Garage Door up to door
10'4"Wide w/Optional Insulation and
Window Lites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL15371_R3 C CAC Storm Master 824-811-812 1OX16 Garage
Approved for use outside HVHZ:Yes Door-NOA 17-120614.pdf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
3 of 4 7/27/2020,8:19 PM
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Design Pressure: +42/-52 03/15/2023
Other:See attached NOA# 17-1206.14 and Limitations Of Use Installation Instructions
for installation instructions. FL15371_R3_II_Limitations Of Use.pdf
FL15371_R3_II_Storm Master 824-811-812 1OX16 Garage Door
-NOA 17-120614.pdf
Verified By: Miami-Dade BCCO-CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
15371.11 Storm Master Model 824/811/812 Large missile impact resistant 9'-4"x 16'steel sectional garage
Steel Sectional Garage Door up to door
9'-4"Wide w/Optional Insulation and
Window Lites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL15371_R3_C CAC Storm Master 824-811-812 9X16 NOA
Approved for use outside HVHZ:Yes 17-1206.15.pdf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure: +42/-52 03/15/2023
Other:See attached NOA# 17-1206.15 and Limitations Of Use Installation Instructions
for installation instructions. FL15371_R3_II_Limitations Of Use.pdf
FL15371_R3 II Storm Master 824-811-812 9X16 NOA
17-1206.15.pdf
Verified By: Miami-Dade BCCO-CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
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Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone 850-487-1824
The State of Florida is an AA/EEO employer.CQp-yjj9ht 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:
® = ® Rid
Credit Card
Safe
4 of 4 7/27/2020,8:19 PM
MIAMbDADE MIAMI-DADE COUNTY
ME PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(7W 3li-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.sov/eeouomv
DAB Door Company,Inc.
12195 NW 98'Avenue
Hialeah Gardens,FL 33018
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In
Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or
material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the
manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify, or suspend the use of
such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined
by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the
applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: Hurricane Master®Model 824/811 Steel Sectional Garage Door 16'-2" Wide with
Window Lite Option (DP+36.0,-44.0 PSF)
APPROVAL DOCUMENT: Drawing No.02-21 Rev L,titled 1124 GA. Roll Formed Steel Sectional
Garage Door", dated 09/10/2002 and last revised on OCT 05, 2017, sheets 1 through 5 of 5, prepared by Al-
Farooq Corporation, signed and sealed by Javad Ahmad,P.E., bearing the Miami-Dade County Product
Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade
County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: A permanent label with the manufacturer's name or logo,manufacturing address, model/series
number,the positive and negative design pressure rating, indicate impact rated if applicable, installation
instruction drawing reference number, approval number(NOA),the applicable test standards, and the
statement reading `Miami-Dade County Product Control Approved' is to be located on the door's side track,
bottom angle, or inner surface of a panel.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials,use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for
sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of
this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA#15-0304.01 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as
well as approval document mentioned above.
The submitted documentation was reviewed by Ishaq 1. Chanda,P.E.
NOA No. 17-1018.12
MIAMFDADE COUNTY Expiration Date: July 21,2020
Approval Date: December 14,2017
Page 1
DAB Door Companv,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Evidence submitted in previous files
A. DRAWINGS
1. Drawing No. 02-21, titled"24 GA.Roll Formed Steel Sectional Garage Door", dated
09/10/2002,with last revision K dated 03/09/2015, sheets I through 5 of 5, prepared by Al-
Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
B. TESTS "Submitted under NOA #11-0414.12"
1. Test Report on Uniform Static Air Pressure Test, Loading and Forced Entry Test per FBC,
TAS 202-94, of"DAB 824 Sectional Residential Garage Door"prepared by Hurricane
Engineering& Testing Inc., Report No.FIETI-07-4200, dated 05/02/2007, signed and sealed
by Candido F. Font, P.E.
2. Test Report on Large Missile Impact Test per FBC, TAS 201-94 and Cyclic Wind Pressure
Test per FBC, TAS 203-94, of"DAB 824 Sectional Residential Garage Door", prepared by
Hurricane Engineering&Testing Inc.,Report No.HETI-11-3204,dated 01/20/2011, signed
and sealed by Candido F. Font,P.E.
3. Test Report on Tensile Test per ASTM E8-08 of"Sectional Residential Door(skin)",
prepared by Hurricane Engineering&Testing Inc, Report No.HETI-11-T100, dated
01/21/2011, signed and sealed by Candido F. Font, P.E.
"Submitted under NOA # 05-0228.02'
4. Test Report on Large Missile Impact Test and Cyclic Wind Pressure Test, of"Sectional
Residential Door with Windows", prepared by Hurricane Engineering& Testing Inc., Report
No.HETI 03-1328,dated 07/15/2003, signed and sealed by Rafael E.Droz-Seda, P.E.
5. Test Report on Uniform Static Air Pressure Test, of"Sectional Residential Door"prepared by
Hurricane Engineering&Testing Inc.,Report No.HETI 03-1329, dated 07/15/2003, signed
and sealed by Rafael E. Droz-Seda, P.E.
6. Test Report on Tensile Test per ASTM E-8 of"Sectional Residential Door(skin)",prepared
by Hurricane Engineering& Testing Inc,Report No.HETI 03-T078,dated 10/31/2003,
signed and sealed by Rafael E. Droz-Seda, P.E.
"Submitted under NOA # 03-0210.04"
7. Test report on Salt Spray(Corrosion)Test per ASTM B 117 of a painted G-40 steel panels,
prepared by Celotex Corporation, Test Report No. 258592, dated 08/17/1998, signed by W. A.
Jackson, P.E.
C. CALCULATIONS "Submitted under NOA #14-0814.10"
1. Anchor verification calculations prepared by Al-Farooq Corporation, dated 09/22/2014 and
07/24/2014, signed and sealed by Javad Abroad, P.E.
Ishaq I. Chanda,P.E.
Product Control Examiner
NOA No. 17-1018.12
Expiration Date: July 21,2020
Approval Date: December 14,2017
E- 1
i
DAB Door Companv,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS (Cont.)
"Submitted under NOA #11-0414.12"
2. Anchor verification calculations prepared by Al-Farooq Corporation, complying with F.B.0
2007, dated 04/07/2011, signed and sealed by Javad Ahmad,P.E.
3. Anchor verification calculations prepared by Al-Farooq Corporation, complying with F.B.0
2007, dated 12/19/2008, signed and sealed by Humayoun Farooq, P.E.
"Submitted under NOA # 09-0128.02"
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 13-0717.01, issued to SABIC Innovative Plastics,for their
Lexan Sheet Products, approved on 11/28/2013 and expiring on 07/17/2018.
2. Notice of Acceptance No. 14-0311.08, issued to Insulfoam, LLC, for their
Insulfoam Expanded Polystyrene Insulation, approved on 08/14/2014 and expiring on
I 1/29/2017.
3. Notice of Acceptance No. 11-0926.07, issued to Dyplast Products, LLC, for their Expanded
Polystyrene Block Type Insulation,approved on 11/10/2011 and expiring on 01/11/2017.
4. Notice of Acceptance No. 11-0926.06, issued to Dyplast Products, LLC, for their
Dyplast ISO-C1 Polyisocyanurate Insulation, approved on 11/10/2011 and expiring on
01/11/2017.
5. Notice of Acceptance No. 10-1129.04, issued to Cellofoam North America Inc, for their
Expanded Polystyrene Block Insulation, approved on 02/24/2011 and expiring on 02/24/2016.
"Submitted under NOA #05-0228.02"
6. Test Report on Accelerated Weathering Using Xenon Are Light Apparatus Test per
ASTM G155 of"PVC Extrusion Material",prepared by Hurricane Engineering&
Testing,Inc.,Report No.HETI 04-A002,dated 09/27/2004, signed and sealed by Rafael E.
Droz-Seda, P.E.
7. Test Reports on Tensile Test per ASTM D638 of"PVC Extrusion Material",prepared by
Hurricane Engineering& Testing Inc., Report No. HETI 04-T251,dated 11/29/2004 signed
and sealed by I. Ghia,P.E.
8. Test Report on Self-Ignition Temperature Test, Rate of Burn Test and Smoke Density
Test of"REHAU non-foam PVC extrusion material", prepared by ETC Laboratories,
Report No. 04-761-15019.0, dated 05/06/2004, signed and sealed by J. L. Doldan,P.E.
F. STATEMENTS "Submitted under NOA #14-0814.10"
1. Statement letter of code conformance to the 5m edition(2014)FBC and no financial interest
issued by Al-Farooq Corporation, dated 05/13/2014, signed and sealed by Javad Ahmad,P.E.
tst jj .- U &"" , -
Ishaq I. Chanda,P.E.
Product Control Examiner
NOA No. 17-1018.12
Expiration Date: July 21,2020
Approval Date:December 14,2017
E-2
J
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUB
2. New Evidence submitted.
A. DRAWINGS
1. Drawing No. 02-21 Rev L, titled"24 GA. Roll Formed Steel Sectional Garage Door",
dated 09/10/2002 and last revised on OCT 05, 2017, sheets 1 through 5 of 5, prepared by
Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
Note: This revision consist of editorial changes to comply with FBC 2017.
B. CALCULATIONS
1. None
C. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
D. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 17-0221.06, issued to Insulfoam, LLC, for their
Insulfoam Expanded Polystyrene Insulation, expiring on 11/29/2022.
2. Notice of Acceptance No. 16-1108.04, issued to Dyplast Products, LLC, for their Dyplast
ISO-C1 Polyisocyanurate Insulation, expiring on 01/11/2022.
3. Notice of Acceptance No. 15-1203.04, issued to Cellofoam North America Inc, for their
Expanded Polystyrene Block Insulation, expiring on 02/24/2021.
4. Notice of Acceptance No. 15-0915.08, issued to SABIC Innovative Plastics, for their Lexan Sheet
Products, expiring on 07/17/2018.
E. STATEMENTS
1. Statement letter of conformance to FBC 2014 (5th Edition) and FBC 2017 (61h Edition),
prepared by Al Farooq Corporation, dated 10/05/17, signed and sealed by Javad Ahmad,
P.E.
F. OTHER
1. This NOA revises NOA 415-0304.01, expiring 07/21/20.
Ishaq I. Chanda,P.E.
Product Control Examiner
NOA No. 17-1018.12
Expiration Date: July 21,2020
Approval Date: December 14,2017
E-3
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6'-9" 1 SECTION 18" 3 SECTIONS 21" WITH (4) #14 X 3/4" SIDS OPNG. AREA NOT TO EXCEED 120 SO. IN. MAX. DOOR WIDTH WOOD GRAIN DESIGN L y A J pIg
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7' 4 SECTIONS 21" - 16'-2-2•,7-3" DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA 0 CENTER STILE THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT ¢
7'-6" 5 SECTIONS 16" - INSIDE ELEVATION BUILDING CODE, TAS-202, TAS-201 & TAS-203 FOR HVHZ AND N7'-9" 4 SECTIONS 18" 1 SECTION 21" OUTSIDE RAISED PANEL EMBOSSED DOOR ASTM E1886-05/ASTM E1996-09. _
8' 3 SECTIONS 18" 2 SECTIONS 21" HANDLE GENERAL NOTES
8'-3" 2 SECTIONS 16" 3 SECTIONS 21" �
8'-6" 11 SECTION 18" 4 SECTIONS 21" END STILE DAB DOORS INC. 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
8'-9" 5 SECTIONS 21" - Hurricane Master® Model 824 811 REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA
9' 5 SECTIONS 21" - " BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).
t-INSTALLED
R GUIDES Max. Size 16'-2" X 16'-0" High 2. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS
9'-3" 5 SECTIONS 18" t SECTION 21" ON END STILE
9'-6" 4 SECTIONS 18" 2 SECTIONS 21" u With Window Lite Option AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE
#14 X 5/8" SMS MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.9'-9" 3 SECTIONS 18" 3 SECTIONS 21" p c x x x10' 2 SECTIONS 18" 4 SECTIONS 21" ¢ II OCK BAR 3. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.DESIGN PRESSURE RATING = + 36.0 PSF
10'-3" 1 SECTION 18" 5 SECTIONS 21" o RACK 4. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL METAL SCREWS, THAT Z Z o
10'-6" 6 SECTIONS 21" - o ON EACH SIDE OF DOOR - 44.0 PSF COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE y a
10'-9" 6 SECTIONS 18" 1 SECTION 21" CENTER STILES SCHEDULE SCHEDULE 'A' _ REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. W o 0 o a
a
11' S SECTIONS 18" 2 SECTIONS 21" OUTSIDE KEYED LOCK Z CENTER STILES CONFIGURATION 5. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION
11'-3" 4 SECTIONS 18" 3 SECTIONS 21" m OPTIONAL DOOR WIDTHS # OF CENTER STILES FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY
1V-6" 3 SECTIONS 18" 4 SECTIONS 21" LOCK BAR LOCKING SHOWN 8'-0" TO 9'-10° 2® ® OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR
WATER INFILTRATION RESISTANCE ETC.
11'-9" 2 SECTIONS 18" 5 SECTIONS 21" ALTERNATE TO 10'-0" TO 11'-10" 2 CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY,
12' 1 SECTIONS 18" 6 SECTIONS 21" SPRING LOADED SLIDE BOLT 12'-0" TO 13'-10" 3 AND TO BE REVIEWED BY BUILDING OFFICIAL •n O o o
12'-3" 7 SECTIONS 21" - LOCKS SHOWN ABOVE 8'-0" TO 9'-108'-0" TO g'-10" 14'-0" TO 15'-10" 4 6. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION
12'-6" 6 SECTIONS 18" 2 SECTIONS 21" 15'-11" TO 16'-2" 5 IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. c - x
12'-9" 5 SECTIONS 18" 3 SECTIONS 21" DOOR WIDTHS LABELING TO COMPLY WITH SECTION 1709.9.2. 11110 E I I// O
73'33" 3 SECTIONS 18" 5 SECTIONS 21"
loRODt1CC R1EVi ® ® ® ® ® ® � ® ® ® ® ® #14 X 3/4" SELF DRILLING SCREWS `a �� ,�®G���.°
13'-6" 2 SECTIONS 18" 6 SECTIONS 21" omsfkks with t� MAY BE USED
13'-9" 1 SECTION 18" 7 SECTIONS 21" n Gs3e IN LIEU OF #14 X 5/8" SMS N a
14' 8 SECTIONS 21" - Accey!aact No iI^CO( •(� �10'-0" TO 11'-10�-0" TO 11'-10" �_ 14'-0" TO 15'-10� e o �,
14'-3" 6 SECTIONS 18" 3 SECTIONS 21" � note Y 2• r r� _ ®• ��2
14'-6" 5 SECTIONS 18" 4 SECTIONS 21" DOOR WIDTHS DOOR WIDTHS
14' 9° 4 SECTIONS 18" 5 SECTIONS 21" mzrcm " ® ® ® ® ® ® ® ® ® ® ® ® �
15' 3 SECTIONS 78" 6 SECTIONS 21" drawing no.
mm
15' 3" 2 SECTIONS 18" 7 SECTIONS 21" � °•° \ q
15'-6" 1 SECTION 18" 8 SECTIONS 21" is�� °c®��®�• �a�a` 02-2 1
tss9" s s8cnons 18" a s8cno S 21" 12 DOOR WIDTHS70�� �15 DOOR WIDTHS 2� I/2X2��®��jp1� �` sheetI
24 GA. STEEL PANEL a
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VERTICAL INTERMEDIATE STILES W/ TWO j Q w p LL N
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BY DOOR INSTALLER SOLID BRASS DOOR VIEWER
STEEL TRACK BRACKET FASTENED BY 'SCHLAGE SECURITY HARDWARE' 0 _
TO WOOD JAMB WITH # 14 X 5/8" SMS 3/4" X 2" X 2-1/2" X .049" STEEL INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE
5/16" X 1-5/8" LAG SCREW 6 PER HINGE END STILE, CONNECT TO PANELS WITH
(FULLY THREADED) FLAPS AND (5) OR (6) 3/16" ALUM RIVETS POSITIONED AT EYE LEVEL
HEX WASHER HEAD TYPE A 1/2" X 1-3/4" X .058" FORMED STEEL SEE DETAIL ABOVE
ONE PER BRACKET GLUED TO PANEL AND SECURED TO ANCHORS AT TRACK BRACKET:
END STILE WITH (4) 3/16" POP RIVETS m
SOUTHERN PINE - 1-7/8" X 2-5/8" X .049" STEEL EDGE �/8" DIA. POWER-BOLT BY 'POWERS' o
0.55 S. as aa) CENTER STILE, GLUED AND RIVETED DISTANCE A) 2" MIN. EMBED INTO CONCRETE (3000 PSI MIN.) 0 r w
TO PANEL W/ (4) 3/16" RIVETS _ 2" MIN. EDGE DISTANCE w w w o
1- MIN. 14 X 5 8" S.M.S. POP RIVETS1-3/16' 3/8" DIA. HLC SLEEVE BY 'HILTf u w
# / �` N U U U d 1 DIST. I 4/ HINGE °e. (o.°e. 1". I , B) 1-1/4" MIN. EMBED INTO CONCRETE OR FILLED BLOCK
2-1/4" MIN. EDGE DISTANCE INTO CONCRETE
4" MIN. EDGE DISTANCE INTO FILLED BLOCK a a N n
CONCRETE Vc = 3000 PSI MIN. N
C-90 GROUT FILLED BLOCK f'm = 2000 PSI MIN. o
1.9" X 2.19" X 3.3" X .090" ANCHOR TYPE A OR B _ Y
STEEL TRACK BRACKETS I i i i(l) PER BRACKET 0
SEE SHEET 3 FOR SPACING SEE SHEET 3 FOR BRACKET SPACING
71
m 0592 o r
1/4-20 SS BOLT m
7-1/2" X .050" INTERIOR SIDE 7-1/2" X .071" & NUT
GALV. STEEL END ROLLER HINGE
STEEL TRACK CENTER HINGE �® O
14 GA. X 2-1/8" X 1" (STANDARD) 1.82" DIA. X .50" STEEL ROLLERS (STD.) ® '•, T B®F • �Rq drawing no.
12 GA. X 3-5/16" X 1-1/2" (OPTIONAL) 17/8" PUSHNUT 1.82" DIA. X .50" NYLON ROLLERS (OPTIONAL) °i a
FASTENED TO TRACK PLATES INSTALLED ON ROLLER SHAFT 2.75" DIA. X .50" STEEL ROLLERS (OPTIONAL) . .....
®�'•-p����� 02-2
W/ 1SLOTTED M.S.8& LOCK NUT SECTION B-B 2.75" DIA. X .50" NYLON ROLLERS (OPTIONAL) /// �®NIQ°1L
WITH 5" STEM /Ig 1111111\\ sheet 2 of 5
POP RIVETS 1-1/2" X 1/2" X 1/8" HORIZ. ANGLE m
5/16" X 1-5/8" LAG SCREWS INTO WOOD OR HORIZ. TRACK SUPPORT, FOR DOOR HEIGHTS UPTO 8 FT. �� o
+ 5/16" SLEEVE ANCHORS CENTER SUPPORT READ. ON DOORS WITHOUT INSULATION OR WINDOWS,
GALV. X 5-1/2" X 3" X .104° N
GALV. STEEL WITH 1-1/4" EMBED INTO MASONRY EXREEDING 8 FF. IN HEIGHT 2" X 2" X 1/8" HORIZ. ANGLE I
TOP ROLLER BRACKET ON EACH SIDE 3 PER BRACKET II A FOR DOOR HEIGHTS ABOVE 8 FT. OR N
FASTENED W/ (6) # 14 X 5/8" S.M.S. DOORS WITH INSULATION OR WINDOWS Z m w
- SPOT WELDED TO HORIZ. TRACK
14 GA. GALV. STEEL ADJUSTABLE WITH TWO WELDS AT 1-1/2" APART 0 F" m W a
SLIDE FASTENED TO BRACKET 2-1/2" X 4-1/4" X 13 GA. STEEL PLATESFIRST AT Z a
W/ 5/16-18 X 3/4" HEX HEAD - WELDED TO 1-1/2" X 1-1/2" X 14 GA. ANGLE -- A f J CONNECTED TO FLAG REST
BRACKET9ANG E f Z N cal
FASTENED TO TRACK - --
M. SCREWS & NUTS. WITH 4 1 4-20 SS. BOLT & NUTS _ __ W/ 3/8-16 X 3/4" BOLT & NUT a! O O .�.. c
( ) / HORIZ. TRACK LENGTH = OPENING HEIGHT PLUS 12"
TOP BRACKET - - AND TO SPRING SHAFT GUIDE WITH C w a M
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(STANDARD) TOP BRACKET (2) 1/4-20 X 5/8" BOLT & NUT a �i1 w
(OPTIONAL) O N M LL
LOW HEADROOM DOOR
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14 GA. GALV. STEEL TRACK j M
HORIZONTAL REINFORCEMENT Q' K M °o
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X 1-3/4" X .058" FORMED STEEL VERTICAL TRACK D a W QO N
GLUED TO PANEL AND FASTENED TO 2-1/8" X 1" X .080" C IL a< I
VERTICAL STILES WITH 2" X 5-1/2" X .104" SECTION A—A M u N O N
(2) 3/16" POP RIVETS GALV. STEEL Q W j uJ. N
FASTENED W/ (4) # 14 X 5/8" S.M.S. w vN= o
TOP ROLLER BRACKET FOR �L K O E m
LOW HEADROOM DOOR OPTION DOOR * SECTION HEIGHTS BRACKET PLACEMENTS J a (G Q
HORIZONTAL REINFORCEMENT w M - w
1/2" X 1-3/4" X .058" FORMED STEEL HEIGHT 1ST 2ND 3RD 4TH 5TH B1 B2 B3 B4 B5 86 B7 B8 Q m h-
GLUED TO PANEL AND FASTENED TO 6'-0" 18" 18" 18" 18" N/A 1" TO 2" 11-3/4" 23" 34" 45" 56" 67" -
- VERTICAL STILES WITH 6'-6" 21" 18" 18" 21" N/A 1" TO 2" 11-3/4" 23" 34" 45" 56" 67" - o
(2) 3/16" POP RIVETS
- - 7'-0" 21" 21" 21" 21" N/A 1" TO 2" 11-3/4" 23" 34" 45" 56" 67" - rn
5/16" MEETING RIB
7'-6" 18" 18" 18" 18" 18" 1" TO 2" 11-3/4" 23" 34" 45" 56" 67" 78-1/4" Q
_ PLASTIC/STEEL ROLLERS 8'-0" 21" 18" 18" 18" 21" 1" TO 2" 11-3/4" 23" 34" 45" 56" 67" 78-1/4"
+ 1.82" DIA. X .50" _ ¢ 0
W o *-SECTIONS ARE NUMBERED STARTING AT THE BOTTOM z 00 0
W/ .44 DIA. X 4-1/4" STEM = w O U
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BY 'DYPLAST PRODUCTS LLC' STEEL TRACK BRACKETSnRCtwe
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DENSITY = 2.0 PCF m / Acceplasce No -fOf •/2. w O 00 c o
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N.O.A. #17-0221.06 m O
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ROLLER HINGES FASTENED a w z
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z o 0
MIN. .024" ROLL FORMED STEEL PANEL `o_ r J
DRAWING QUALITY G-40 o z
MIN. YIELD STRENGTH = 39 KSI c z a
WITH PRIMER AND BAKED-ON a E u o a
POLYSTER PAINTED TOP COAT TRACK CONFIGURATION
APPLIED TO BOTH SIDES OF STEEL z m
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Z
VERTICAL LIFT HIGH LIFT STANDARD LIFT LOW HEADROOM u M o
DOUBLE TRACK d o y
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12 GA. GALV. STEEL AVAILABLE TRACK OPTIONS
BOTTOM BRACKET FASTENED
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SEE SHEET 5 � v �
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P°°° °�� 02-21
SECTION A—A
SEE SHEET 2 FOR LOCATION '// �0••°° ��\�\`
OF REINFORCING TRUSSES ✓ �//®���\\\\\ sheet 3of 5
3 4" REINFORCEMENT ({ m
IN. 1/2" X 1-3/4" X .058" p
DGE #8 X 1" FORMED STEEL A! N
F Z 1-1/2" MIN. DIST. SELF DRILLING SCREWS #8 X 1" �Y ,� o
o� GE DIST. o A
3/16" 'RIVER' STEEL RIVETS OR
DRILLING SCREWS Z
o m m N MULTIGRIP W/ DOME HEAD 3/16" 'RIVER' STEEL RIVETS Z �' N
3N \ w \ AT 48" O.C. MULTIGRIP W/ DOME HEAD w y to REINFORCEMENT AT 46" O.C. cq O
1/2" X 1-3/4" X .058" 0 W N �' m
FORMED STEEL + + d N
1/4" DIA. LAG SCREWS i 1/4" DIA. LAG SCREWS w
WOOD BU 1 AT 6" FROM ENDS WOOD BU AT 6" FROM ENDS �. 1O- ~
AND 15" O.C. MAX. I AND 15" O.C. MAX. 0 p y n
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W'STRIPALUMINUM W'STRIP ADAPTER 0' W o
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Pk(-,- tUCC REVISER W N'
BOTTOM SEAL OPTIONS 2 ea Plyiflg with the Florid, °
OPTION 'A' OPTION `B' bwdAccing®�Ne F / ) a
WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG=0.55 MIN.) espt +e o ci 00 o
THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT • I-- 4«�" w C 0 x
TO WOOD STRUCTURES. IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN rO
WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE.
FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE O Q Ll
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. ANCHOR SPACING v' 0-t
ANCHORS STRUCTURE EMBED SPACING EDGE DIST. o E00
3/8" HLC SLEEVE BY 'HILTI' CONC. 1-1/4" g" 2„ O o
3/8- CONFLEX BY 'ELCO' FILLED BLOCK 2" 8" 3-3 4" ` o
3/8" DYNABOLT BY 'ITW' CONC. 1-1 2" 8" 2-1 2"
STEEL STRUCTURE BY OTHERS 0 Z N
5/16" X 7-5 8" 3 8" POWER-BOLT BY 'POWERS' CONC. 2" 8" 2" o
/ MUST SUPPORT THE LOADS IMPOSED 3 8" SLEEVE-ALL BY 'SIMPSONS' CONC. 1-1 2" 8" 3" o 0
LAG SCREWS BY DOOR SYSTEM / ¢ 0] 0) ro
AT 12" O.C. CONCRETE Vc = 3000 PSI MIN.
5/16" DIA. BOLTS C-90 GROUT FILLED BLOCK Vm = 2000 PSI MIN. N = r-
WITH WASHER & NUT O
WOOD BUCK CONNECTION TO MASONRY ° AT 12" Q.C. MAX.
\" EDGE DIST.
PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH j DIST.
PRESSURE i a
m
1/4" ULTRACON BY 'ELCO' WITH SPACING OF
12" O.C. INTO GROUT FILLED BLOCK WALL, WITH 2-1/4" MIN. EMBED
13" O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED 1 �1-1/4" X 2-1/2" X 14 GA DI g
2-1/2" MIN. EDGE DISTANCE 1-1/2" 1-1/2" CONT. STEEL ANGLE 1-1/2" °
1/4" TAPPER BY 'POWERS' WITH SPACING OF 12 GA. GALV. STEEL
11" O.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/2" MIN. EMBED FLAT BRACKETS f3" LONG ei K
13" O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED 1/16" X 2-1/2' 2-1/8" X 1" X 14 GA. °-
AT 12" O.C. IN DOOR OPNG. a m
3" MIN. EDGE DISTANCE FILLET WELDS GALV. STEEL TRACK
AT 12" O.C. MAX. AT 18" O.C. ABOVE DOOR OPNG. FASTENED TO TRACK PLATES
3/8" CONFLEX BY 'ELCO' OR CONNECTED TO CONT. ANGLE W/ (2) 1/4-2OX5/8" TRUSS HD.
3/8" LOT BY 'ITW' WITH SPACING OF j W/ (3) SPOT WELDS AT EACH SIDE SLOTTED M.S. & LOCK NUT in
23" O.C. INTO 3000 PSI CONCRETE, WITH 2-1/2" MIN. EMBED o
0 0 0 0
3" MIN. EDGE DISTANCE CONTINUOUS ANGLE TRACK REVERSE TRACK CONTINUOUS ANGLE TRACK N o = o
3/8" HLC SLEEVE BY 'HILTI' WITH SPACING OF TO WOOD BUCK TO STEEL TO CONCRETE AND FILLED BLOCK >
10" O.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/4" MIN. EMBED, 4" MIN. EDGE DIST. 0
15" O.C. INTO 3000 PSI CONCRETE, WITH 1-1/4" MIN. EMBED AND 2-1/2" MIN. EDGE DISTANCE ALTERNATE TRACK INSTALLATION
PREPARATION OF JAMBS BY OTHERS \,®GFNSF' ® �®
e m
FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY 0. 0592
ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED
BY DOOR SYSTEM.
FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF
RECORD, DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY
BUILDING OFFICIAL UPON INSPECTION. : ST EOF �ry� drawing no.
i® 02-21
MAXIMUM EXTERIOR(+) LOAD PER JAMB = (16.16' X 62 PSF)/2 = 291 Lbs per Ft. ✓� °°'°
MAXIMUM INTERIOR(-) LOAD PER JAMB = (16.16' X 44 PSF)/2 = 355.5 Lbs per Ft. s2XXX`` sheet 4of 5
.500 250 m
o
* PLASTIC COMPLIES WITH
DOOR PANEL CHAPTER 26 OF FBC ry
24 GA. (.024) STEEL MIN. SEE EVIDENCE PAGE o
Fm
m
M n w
0 z M Q Q
W Z
1.765 1.725 Q a Q 0
7/16" DIA. WASHER 1.144 CL 0 N` m
C F LL
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(� #8 X 3/4" SMS 21 3/4" O > M a
O \\ 1 1 AND 7" FROM ENDS MAX. 176 �.800 0f y Iz p
11 1 11 AND 7" O.C. MAX. WOW. WIDTH 0 S Qp d
I _ _ < < * EXTERIOR FRAME * INTERIOR FRAME z o ID
w 18 1/8" RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION
till I (4) #8 X 3/4" SMS _ O MAX. a w m W
jl1 1 R 1-3/8" FROM ENDS CO LL z N -
1 3 o D.L.O. O F
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® 3/8" FROM ENDS __--- ,00111E 17 EB/y®
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DOOR PANEL 15/16" MIN. D.L. OPG ®�°•° TAYLE OF °��i2® drawing no.
24 GA. (.024) STEEL MIN. GLAZING BRE %� ° •<OR9®�.• �O`\� 02-21
WINDOW WIDTH
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