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Ar lea" FL# FL15371-R3
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
RBergerSlB@hotmail.com
Authorized Signature Javad Ahmad
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
Summary of Products ,
FL# Model,Number or Name Description
15371.1 Hurricane Master Model 824/811 Large missile impact resistant 16-2"x 16'steel sectional
Steel Sectional Garage Door 16'-2" garage door.
Wide w/Window Lite Option
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL15371 R3 C CAC Steel Sectional Garage Door 16
Approved for use outside HVHZ:Yes 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 Installation Instructions
use for installation instructions. FL15371 R3 II Limitations Of Use.odf
FL15371 R3 II Steel Sectional Garage Door 16-2X16(LMI)-
NOA 17-1018.11.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 Large missile impact resistant 16-2"x 16'steel sectional
Steel Sectional Garage Door 16'-2" garage door.
Wide w/Window Lite Option
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL15371 R3 C CAC Steel Sectional Garage Door 16-
Approved for use outside HVHZ:Yes 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 Installation Instructions
use for installation instructions. FL15371 R3 II Limitations Of Use.pdf
FL15371 R3 II Steel Sectional Garage Door 16-2X16(LMI)-
NOA 17-1018.12.2df
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 Large missile impact resistant 16'-2"x 16'steel sectional
Steel Sectional Garage Door 16-2" garage door.
Wide w/Window Lite Option
Limits of Use Certification Agency Certificate
'Approved for use in HVHZ:Yes FL15371 R3 C CAC Steel Sectional Garage Door 16-
Approved for use outside HVHZ:Yes 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 Installation Instructions
Use for installation instructions. FL15371 R3 II Limitations Of Use.pdf
FL15371 R3 II Steel Sectional Garage Door 16-2X16(LMI)-
NOA 17-0919.12.pdf
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 Large missile impact resistant 16-2"x 16'steel sectional
Steel Sectional Garage Door 16-2" garage door
Wide w/Window Lite Option
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL15371 R3 C CAC 16x16 Garage Door NOA 17-
Approved for use outside HVHZ:Yes 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 Installation Instructions
Use 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.r)df
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 Large missile impact resistant 18'-2"x 16'steel sectional
Steel Sectional Garage Door 18'-2" garage door.
Wide w/Window Lite Option
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FLIS371 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 Installation Instructions
use for installation instructions. FL15371 R3 II Limitations Of Use,odf
I
FLIS371 R3 II Steel Sectional Garage Door 18-2X16(LMI)
-NOA 18-0301.07.odf
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 Large missile impact resistant 18'-2"x 16'steel sectional
Steel Sectional Garage Door 18'-2" garage door.
Wide w/Window Lite Option
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL15371 R3 C CAC Steel Sectional Garage Door 18-
Approved for use outside HVHZ:Yes 2X16(LMI)-NOA 17-0919.11.0f
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 Installation Instructions
use for installation instructions. FL15371 R3 II Limitations Of Use.odf
FL15371 R3 II Steel Sectional Garage Door 18-2X16(LMI)-
NOA 17-0919.1l.odf
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 Large missile impact resistant 9'-4"x 16'steel sectional
Steel Sectional Garage Door 9'-4" garage door.
Wide w/Window Lite Option
Limits of Use' Certification Agency Certificate
Approved for use in HVHZ:Yes FL15371 R3 C CAC Steel Sectional Garage Door 9-
Approved for use outside HVHZ:Yes 4X16(LMI)-NOA 17-1018.13.gdf
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 Installation Instructions
Use for installation instructions. FL15371 R3 II Limitations Of Use.pdf
FL15371 R3 II Steel Sectional Garage Door 9-4X16(LMI)-
NOA 17-1018.13.0
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 Large missile impact resistant 9'-4"x 16'steel sectional
Steel Sectional Garage Door 9'-4" garage door.
Wide w/Window Lite Option
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL15371 R3 C CAC Steel Sectional Garage Door 9-
Approved for use outside HVHZ:Yes 4X16(LMI)-NOA 17-0919.13.odf
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 Installation Instructions
Use for installation instructions. FL15371 R3 II Limitations Of Use.pdf
FL15371 R3 II Steel Sectional Garage Door 9-4X16(LMI)-
NOA 17-0919.13.odf
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 IS'steel sectional
Door 12'-4"Wide garage door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL15371 R3 C CAC 12x18 Garage Door NOA 17-
Approved for use outside HVHZ:Yes 1108.31(LMI)-2017 DWG 04-01.0f
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 Installation Instructions
Use for installation instructions FL15371 R3 II 12x18 Garage Door NOA 17-
1108.31(LMI)-2017 DWG 04-01.odf
FL15371 R3 II Limitations Of Use.odf
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
Steel Sectional Garage Door up to garage 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 10X16
i MIAM�®E MIAMI-DADE COUNTY
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(786)315-2599
NOTICE OF ACCEPTANCE (N6A) www.miamidade.gov/economy
DAD 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 Producf 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 up to 9'4"Wide w/
Window Lite Option (DP+50.0,-60.0 PSF)
APPROVAL DOCUMENT:Drawing No.01-09,titled"Sectional Garage Door",sheets 1 through 5 of 5,
dated 02/01/2001,with last revision K dated 03/21/2016,prepared by Al-Farooq Corporation, signed and
sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control renewal stamp with the
Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section.
NIISSILy IMPACT DATING: Large and Small Missile Impact Resistant
LABELING:A permanent label with the manufacturer's name or logo,manufacturing address,model
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 renews NOA#15-0317.02 and consists of this page 1 and evidence pages E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Carlos M.Utrera,P.E.
NOA No.16-0330.02
M�AMi•pAae couNr�r Expiration Date:August 9,2021
Approval Date:June 23,2016/AR
I
Page 1
i
x
3
I
DAB Door Company,Iac.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 01-09,titled"Sectional Garage Door",'sheets 1 through 5 of 5, dated
02/01/2001,with last revision K dated 03/21/2016,prepared by Al-Farooq Corporation,
signed and sealed by Javad Ahmad,P.E.
B. TESTS "Submitted underNOA#09-0128.04"
1. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94
2)Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
4)Forced Entry Test,per FBC 2411 3.2.1, TAS 202-94
along with marked-up drawings and installation diagram of a DAB 824 24 GA
Sectional Garage Door with Fixed Windows,prepared by Hurricane Engineering&
Testing, Inc, Test Reports No. HETI-08-2149A/B, dated 06/27/2008, signed and
sealed by Candido F. Font,P.E.
"Submitted under NOA #09-0128.04"
2. Test report of Tensile Test per ASTM E 8,Report No. HETI 08-T182,prepared by
Hurricane Engineering & Testing, Inc., dated 12/23/2008, signed and sealed by
Candido F. Font, P.E.
"Submitted under NOA # 014516.03"
3. Test report of large missile impact test per PA 201 and cyclic wind pressure test per
PA 203 on"Sectional Residential Garage Door",prepared by Hurricane Engineering
&Testing, Inc.,Report No. HETI 01-974A, dated 01/29/2001, signed and sealed by
Hector M. Medina,P.E.
4. Test report of Uniform Static Air Pressure Test per PA 202 and Force Entry
Resistance Test on"Sectional Residential Garage Door",prepared by Hurricane
Engineering&Testing, Inc.,Report No. HETI 01-969, dated 01/18/2001, signed and
sealed by Hector M. Medina,P.E.
5. 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.
1
S
i
Carlos,M.Utrera,P.K.-
Product Control Examiner 3
NOA No. 16-0330.02
Expiration Date:August 9,2021
Approval Date:June 23,2016
E-1
F.
K
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS "Submitted under NOA #14-0814.04"
1. Anchor verification calculations prepared by Al-Farooq Corporation,dated 09/22/2014 and
07/24/2014,signed and sealed by Javad Ahmad,P.E.
"Submitted under NOA #09-0128.04"
2. Anchor verification calculations prepared by AI-Farooq Corporation,complying with F.B.0
2007,dated 12/19/2008, signed and sealed by Humayoun Farooq,P.E.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 15-0915.08,issued to SABIC Innovative Plastics,for their Lexan
Polycarbonate Sheet Products,approved on 12/10/2015 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
11/29/2017.
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. 15-1203.04, issued to Cellofoam North America Inc,for
their Expanded Polystyrene Block Insulation,approved on 03/17/2016 and
expiring on 02/24/2021.
"Submitted tinder NOA#05-0228.02"
6. Test Report on Accelerated Weathering Using Xenon Arc 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 D 63 8 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 17
1. Statement letter of code conformance to the 5"edition(2014)FBC and of no financial interest
issued by Al-Farooq Corporation,dated 03/21/2016,signed and sealed by Javad hmad,F.E.
i
06,/
Carlos M.Utrera,P-E. 4
Product Control Examiner
NOA No. 16-0330.02
Expiration Date:August 9,2021
! Approval Date:June 23,2016
i E-2
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7-1/2-X 3-X D71•CAM STEEL TOP FDGURE 5-1/2'X 2-3/4-X OX
END ROLLER.HINGE __ STEELPLATE WITH ONE 5/16-18 US W/NUT `A
W/(6)014 X 5/18'SMS /� FASTENED TO ENO STILE WRH OPTIONAL DOOR NEWER LY
WITHOUT DELRON SIB(MD.) ELF 8f4 X 3/4'SELF DRILLING SCREWS TO eE INSTALLED AT m 1
WITH DELRON SLEEVE(OPnONAL) 3 CENTER STILE O ;
O O CENTER STILE Q '
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W/(4)114 X 5/B'SMS 11 ®.
WTIN DELRON REEVE(OPnow) I, !
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it' •1I I'W X.15'THK.LATCH --- •m 4 C
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SPRING LOADED SLIDE BOLT(BOTH SIDES)
FASTENED W/(4)P14 X 1/2'S.M.S.
-- 5/8•MIN.LOCK ENGAGEMENT
CONFORMS TO SECTION 1008 REGARDING GAf24EE`DOORS
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6'6. 2 SECTIONS 1B•2 SECTIONS 21• 15B IXA CP1V.NRCRAFT TYPE i O / L„A O O x g§
w' 1 SECTION 16 3 BEWONS 21' CABLE&IT -PRESS SlEEyE - OPTK1NAl VEND
4 SiC5 21'- 4!/RAIN.5 TOO?SRFETY FOCT00.I \tt�1 (3)5'WIDE AT 7'D.C.4M OPTIONAL Fll1DE FACE W O Z
OPENING ARFA NOT 70 E%CEED WLONIAL DESIGN WOOD GRAIN DES
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3'X D.1' 120 S0.N. m N g
7'-S. 4 SECTORS 18'1 SECTIOK 21'
C 3 SECTIONS IB 2 SECTIONS 21' WITH(2)#14%/8 S S t1N Lll O /7- 3-
INS O MA%.DOOR WDTH613' 2 SECI10 S IS'3 SECTIONS 21- B-4�
B'-S' 1 SECIYFY to 4 SEWONS 2P ��'e'-5' s-01IS 21•- ERACKETRACKET INSIDE ELs SEOTKINS it- 5T0.LIFT D HEADRKX)M RAISED PANEL EMBOSSED DOORs SErnO.1B'I SECIIGR 21- R OPTION'-b• 4 5'SCTIONS 1B'2 SECTIONS 21' w G3 SEW te']SEWGNB 21' 1/8'X.010'2 sErnarls le• SEcnONS2f DAB DOORS INC. .04 is
10-]' 1 bECIION 15- s SFLNONs 21" CENTER STILE WITH(4)#14 X 3/4'SOS HURieOne Master®Model 624/EI1 N H
M' 6 SEWONS 21'- TAGX.Site 9'-4'X 16'-0"Ht h n 1O'�9' a BECITGN6 1B'1 SECTION 21' OUTSIDc 3/4'SELF ORDLNC SCREWS FLAY BE USED 8
1t' s]£GROINS IS.2 SECTION]21' HANDLEroJL
END STILE M LIF]1 OF/14 X 5/8'SINS With Window Lila DD113n z $g
4 SCRONS IS*3 SFLRONS 2t'
Ir-6• ]s:rnDNS HI_1 sLcmoNs 21• - DESIGN PRESSURE RATING=+ $0.0 PSF
z SEOPONG IS.S BLY.TIGNB 21' THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT .. -
12 1 S VOONS 1.,6 S:L11nuc 21• R GU DES - 60,0 PSF O
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D ON END STILE ; S$ 9
1Z-]' 7 SECIIOKS III - J14 X 5/8'SINS GENERAL NOTES PRODUCT RENEWED
12'-e• a SEOROAS 13-2 SRtIGNS 21' Ptyingg with the F7adda cl�
12-a' s BErnaNS IB•3 SFCMNS 21' Q CK 8M L THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE BulldloB C'T, '
1]' 4$£GROIN$IB'4 SECIId6 21' MOK REQUIREMENTS OF THE 2014(SIM EDITION)FLORM BUILDING CODE INCLUDING NOA-No. 76-0330.02
ON EACH SIDE OF DOOR
13'-]' 0 SEGRaNS IB a SFOIIONS 2t HIGH VESDOIY HURRICANE ZONE(HVHZ).
13-6' 2 SEC110N5 IB'9 SEC:21' 2. ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS. EaPiratlon 091091202'I -
f]'--B' I SEWON 18' 7 SECRONs 21' OUTSIDE KEYED LOCK(OPTIONAL) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL yJ cENy' 1
14 B BECKONS 21'- LOG%BAR LOOKING SHOWN GROSSING OR MOOD. BY P o
If-3' b BECfgN6 IS' sfLTIONS 2f• ALTERNATE TO SPRING LOADED SLIDE BOLT 3 ALL BOLTSA NUTS AND WASHERS SHALL BE ZRIC PLATED CARBON STEEL MI. d Prodaat Contrci = os�
SEWONS 1B'4 SECTIONS 21• LOCKS SHOWN ABODE
SECTIONS 1e'5 SECTIONS 21' 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN *•, * ^f :t}__ b
THESE DETARS ME NOT PART OF THIS APFROVAL
15' ]BECTONS Ie•7 SECTIONS 21' "�
BECIIOtS IB'T"dCTX1N5 21' 3. A LOAD DURATION WCRVSE IS USED IN 031CN OF ANCHORS INTO W007 ONLY. -O'•, iS OF drawing nG. I
IS'-6' 1 BEC110N te' B SFLTIONB 2t' .t� '
DOOR TESTED IN ACCOTOANKY wTlll THE REWLREMOR9 OF RONDA e•' ..I.
SECTIONS 21'- BUDDING CODE TAS-202,TAS-201&TAB-203 i0R IASQ AND S "'- G'` 01
te' 6 BECIIONB IB'1 i'CIIONS 21' ASIN EIMS-GS/ABry E19B6-OB. s/p�A(' 1 9heGt 1 OT$
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24 C0.STEEL PANEL
3/I6'ALUM RIVETS i
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F to
FLAPS BENT OVER PANEL
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1(2-PUNCHED NOTES p p W
.024'SR PANEL
OUTSIDE OF 000 p ql N 3
LLgy��
STEEL TRACK BRACKET FASTENED SO ID HRRA;;DOOR VIER
TO WOOD JAYS WITH BY'SOILAGE SECURITY HARDWARE'
LAG SCREW INSTALLED INS DIA,HOLES IN CENTER STILE p�,o gRLL
(NLLY TNRFAO�) POSITIONED AT EYE LEVEL p o
ONE PER B.RACIQT
A01IRS AT TRACK ARACI(ET: c M f
BY O OR STOP MOULDING /)]/e'01!POWER-POET FN'POWERS'
FOR co—CIION OF WOOD BUCK 6 CO INSTALLER 2'MIN.EMBED INTO CONCRETE
TO MASONRY SEE NOTE ON STIEET 4 1-7/6'YIN.EDGE DISTANCE U a
#14 X 5/8-5US 300%2'X 2-1/2'%18 GA STEEL
6 PEA HINGE D STILE.CONNECT 70 PANELS WITH B).1/e'- N. a ATVP R'E CONCRETE
x 1-S/a'%.OS9'FORMED STEEL RN'S AND 3416'KUM RVETS 1-1(4'41N.EMBED INTO CONCRETE OR FILLED BLOCK a
SOUTHERN PINE GLUED TO PANEL AND SECURED TO SEE DETAIL ABOVE MN.EDGE DISTANCE INTO CONCRETE
4'NIN.EDGE DISTANCE INTO FILLED BLOCK O O s'U n
Q55 S.G. EDC DST.: ENO STILE WBH S/16"POP RIVETS O 12 O.C. W O=z
CONCRETE T 3000 PSI YIN. N
1-7/8'x 2-s/e'x AND STEEL EDGE Q m 5
cDYIER sTnE.cwEo AAEI RIVETED DISTANCE c-so cxour Fluor elan for=zd6o PSI MIN. Q �
1 TO PANEL W/(4)J/I6'RIVETS POP RA2Ta x
1 1/2-MIN. 1 �14 x 5/8'S.M.B. L
1 4/HMGE
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L � t
IA,,X 2.19'x JJ'%.102' ANCHOR TYPE A OR B
(1I PER BRACKET '
STEEL TRACK BRACKETS l SEE SHEET J FIXi BPACREf SPACING
SEE SHEET 3 FOR SPACING a$$$$
- I--- 1/4-20 ss ecv NUT
7-112-%.071'ClyY.STEEL
CENTER NINGE 7-1/2-x 3'X 071
7 16'PUEHNUT SECTION B-9 END ROLLER RANGE II
INSTALLED ON ROLLER SHATT I IM,yT II
INTERIOR SIDE t.e2'oA.%.5a'STEEL ROLLERS{sm. PRODUCT RENEWED `�cEliaF•'!O 4 `
STEEL TRACK i.B2-001%40'NYLON ROLLERS((OPTIONAL plyIng with iha FloElda / I a
16 GA x 2-1/8'%1'(STANOVtp) 2.75-OLi X.50'STEEL RouERS(OPTIONAL 6a11ENg
12 GA.x 3 5/18'%1-1/z'(OPTIONAL) Noa-No. 76-0338.02
FIVENE0 TO RAC%F TES 2.75 DN.%SO'NYLON ROLLERS n 5'STEM
W/1E4-2D x 5/8'TRUSS HD, WDH 5'STEM ExplrotlRn 08l0912021 F drRW'iog
SLOTTED N.S.k LOCK NUT 6 ATE Yr
' mia a oPTtdaeeean+Et1 .� OjpDa O`� O1-09 i
� III1115TT11 Sheet'1 O(5
i
Z%2XD To HC1RI7 ANGLE [t
`FOP Ti
'%I-5/6'Uf.SCREWS INTO WOOD NCH OR HOW2.MO. SUPPORT. SPOT WELDS TO HOR12.TRACK �H
(// 2-]/1'%5-1/Y%3'%.10A' S/16'SIEEYE ANCHORS CENTER SUPPORT RFTJO.ON DOORS YATN TNO WELDS AT 1-1/x'MART
GALV.STEEL WITH 1-1/4'EMBED INTO MASONRY IXryEE01NG B FT.IN HEIGHT RRSf AT 3'O.C. 4tl
OP ROLLER 6RACI(Ef ON EACH SIDE 3 PER BRACKET I A fttST AT 9'0.4
FASTENED W/(6)A to%5/e'SAS. _ II 1 CONNECim i0 flAO BRACKET AYCUi Z -.
1Y/J/8-15 X 3/4'BOLT&NUT
090 THK.GALV.STEEL ADJUSTABLE q q
SLIDE FASTENED TO ERAC+ff.'f 2-1/2'X 4-1/4'X 13 GA STEEL PLATE A2)TO-20 X SHAFT GUIDE WITH t�e3
W/5/16-18%3/4'Ha
HEAD _ INFLOW TO 1-1/2'X 1-1/2'%14 GA ANGLE -- A�-J (2)1/3-2.X 5/8'BOLT
N.SCREWS&NUTS iASIFNED TO
TRACK
TOP BRACKET WITH(4)1/4-20 SS.BOLT&NUTS -- HOR12.TRACK LENGTH=OPENING HEIGHT PLUS 12' d C
(STANOMD) - 9L.. p
TOP BRACKET
VERTICAL RUCK U�p
(OPTIONAL?
LOW HEMRCOY 000O0Odd 14 OA GAIN.STEEL TRACK 2-1/9'%1•x.090• V o PZTo�]
f HGRRONTAL PET'FORCENEM SECTION A-A 0 C a 8
1/Z•%1-3/4'%.059'FORMED STEEL 2-X 5-1/Y X.1p4' �3 F O
o d GLUED TO PAN0.AND FASTENED TO pALy.STEEL JI U
YERRCAL STILES WITH FASTENED W/((4)y 19 X 5//88 9.NS. 2 m n 0)3/I6'POP RIVETS 4pP ROLLER BRACTO:T wfl Q 6
LOW HEADROOM DOOR OPTION DO DR •SECTION HEIGHTS BRCCKET PLACEMENTS LL 2 Q F=�
HORIZONTAL REINFORCEMENT N.
1ST 2ND 3R0 4TH 5TH B1 B2 B3 B4 BS B6 B7 B6 5 zOz-¢a
1/Z'%1-3/4'%.059'FORKED STEEL 6'-0• 18°18'18'157 N/A1°TO 2'11-3/4• 2Y 34• 45' 56
CLUE.TD PANEL AND FASTENED TO 2-11-3/4" 2Y 34• 45- Si:' 67' -
VFRTICAL mLES 1YOH
(2)3/18'POP RIVETS 7'J. 21'21°21'21'N/A 1'TO 2-11-3 4' 23' J4• 45' 56' 67' -
6/15'HEFTING Pis 7'-fi' 18'78'18"78'1B'1'TO 2'11-3 4' 2J' 34' 45' 5B" 67' 78-1/4"
B'-0' 21'18'18'18'21 1'TO 2'11-J 4' 21' 34' 15• 56' 6Y 78-1 4'
1.82'DW.%.50'ROLLERS '-SECTIONS ARE NUMBERED STARTING AT THE BOTTOM ¢ �
O W/.44 DIA.%4-1/4•STEM z FOR DOORS MORE THAN B FT.HIGH.USE ADDITIONAL TRACK BRACKETS AT 10'O.C. o
H
O n
Of'DNAI.INSULATIONS: U ¢LL
BY•DYPLST D KLYIS R S n ¢
FPS-IXP-1.0 wLYSiYRENE
MOA = 092 wF STEEL iR.1CK eR4CIQf5 (O ?�N n
° NOA jt t-092fi.0] O c m I. 2-3/16'HIGH = 1
OR CONNECTED TO T1ACN W17N ¢ 1
ISO SIT POLY_0 CYMUMTE Z
ry� DENSITY=2A PCF Z' NO A 4111-09 - U
ua - RR W Op o
'CA IOFOAU NORTH AMERIG' Vl
_ CENSIIY 1.03;0.
OB A015-120BY'INSUISOAM OFTISI09N.OAg1-4-0]I
Q 14 CA.CALV.STEEL
ROLLER HIM FASTENm
W/(4)'14%5/8'SMS
A24'ROLL FORMED STEEL PANEL m m $
DR4'WWO OUAIJK C-40 Q w
I.N.YIELD STR[IGIH 3t N9 TRACK CANFlGURATION RR
P,U PRIMER AND BAKED-0.4
w..YSTER PAINTED TOP COAT
117
APPLIED TO BOTH SIDES OF STEEL
e VERTICAL LIFE HIGH r i/--
LIVE STANDARD U LOW HEADROOM o ° OR n
'om DOUBLE TRACK B=a 3
AVAIIABLE TRACK OPTIONS B` 'x
12 GA.GALV.STEEL L I IlllllT
BOTTOM BRACKET FASTENED
PRODUCT RENEWED Y
pGo ith NO Florida
BaBEI0B CO� '
eoTTOM sc1L OPTIONS
NGA-No. 16-0330.02
ti E
\ �4c SEE SHEET 4 E.Plratl0 to 0 910912011 'a' tlrowing no.
By OF
wnro evrod,,t CRntmI
S CTTnN A_e A /ONAL ET 3
-� 11111111A\ sheet 3 OT rJ
P
I �l
• J 4' REINFORCEMENT o
IN. 1/2'X 1-3/4'X.038•
C pe x 1' FORMED STEEL
DIST. SELF DFrLUKG SCREWS pe%1'
k > 1-1/2'MIN. OR SELF CaILINc SCREWS Z
5 m 3/16''RIVE%'STEEL i3VFIS OR
E OISf. c MUI]IGRP WI COVE HEAD PLTIGPP
16''RNEX'STEEL RIVETS U "+
AT.e'D.G. W/DOME MEAD F
O.C.1/z'X 1��=oRCEMwr U
FOWJED SREL a EY y
?BY i/4'DM.LAO SCREWS 2Pl 1/4'GIA V.G SCREWS ar y
AT 6'FROM ENDS AT G'FROM ENDS
MOOD BU I 1 AND
19'O.C.MAX W000 BU I I AND 19'O.C.MAX
WSTRIP ADAPTER i i AWMINUM ��P ADAPTER p a G<n
RUBBER W'STRIPPING O B'
�1. RUBBER WSIRPPINC Q;�7 ZN�W
.7Do .oa 4 JQ�e$ e.
( L7sD--11 LnD---7
BOTTOM SEAL OPTIONS
OPTION'A' OPTION a
WOOD BUCK CONNECTION TO WOOD SUBSTRATE(WOOD SPECIFIC GRAV(IY 50-0.55 MIN.) 00 1
THE INSTALLATION SRU MEr11OD5 SHOWN ABOVE ARESHOWSFOLLOWED SDP WOOD BUCK CACHIJEM W
n
PTO WOOD EQUI URE5.IF THEE METHODS ARE HR NO ADDITIONAL CALCULATIONS/DESIGN tj 6 LL
WILL BE RERMLW FOR DESIGN TI GARAGE DOOR ANCHORAGE
FOR ODOR D APPEZIIED BY THE UILCNG NO ENGINEER OF RECORD,INSrAWRCN MY eE AK'LIGR SPAGPG U Y a
VERIFIED AND APPADVED BY THE BUILCINC OFfA^AL UPON INSPECTION ANCHORS STRNCNRE EMBED SPALI.YC EDGE O:Si. V ?TO Z m
3 6 HLC SLEEVE BY HILD CONC. 1-1 4 B. to m wa I
3 8/NLC SLEEV1,11 HILTI OIX 1-1 4 Z K
]8'DTWABO!T DW' CONC. 1-1 2 B' 2' 0 O i '^
STEEL STRUCTURE BY OTHERS 3 H'OYN0.90LT eY'tn FM1E0 HDCK 1-1 2 R• 2-1 4 O Z '^
5/IH'X 1-5/8' ]8 POWER-BOLT BY POWERS DONC. 2' 0' 1-7 8 U c_c^�
!AC SCREWS BY DOORMUST SYSTEM E IDAOS DEPOSED ]B REflE-ALL 6T SIMP50. WNC. B' 1-7
AT 12'O.C. JJ
CDNCRETE t'e a EDIxI PSI MIN.
5/16'DIA BOLTS C-90 CROUP FILLED BLOCK Fm-2000 F51 MIN. C] S r
WITH WASHER k NUT 0
b�• [IT 12'O.C.NAK EDGE DI6T.
PRESSURE NFtUtO 2Xfi S N WOOD.LIMBS L OR ANC.COLUMN
ANCHORED M I 0
GROUTED W]NFDRCED MASONRY BLOCK WALL OR CONC.COI}IMN WITH I
14•VURACON BY'ELCO'WNH SPACJNO OF 3
i6.O.C.INTO GROUT FILLED BLOCK WALL,WITH 2-1/4'MIN.EMBED g
16'O.C.TWO 3OG0 PS CONCRETE WITH 1-3/4•MI.EMBED e
/2'MIN.EDGE DISTANCE t 1-I/4'X 2-1/2'%14 U
p
I-1/z' CAnT.STF£L ANGLE
TAPPER EY'PDNIRS'MTH SPACING OF cWg yR
•. Cc.INTO GROUT FILLED HOCK WALL,WITH 1-1/2'M'N.EMBED 12 GA GALV.STEEL.
16'O.C.NTO]GOO P.CONCRETE.WRH 1-3/4'W.EMBED 1/16'%2-1/2 MT BRACKETS
33'LONG kY8&1 TRACK
G1
UN.EDGE 0!STMCE AT 12'O.C.N DOOR OPNG.
FILLET WELDS FASTENED TO(PACK PUTc3.
H CONFIEX BY'ELCO'OR AT 12"D.C.MAK. AT 18'O.C.MOVE GOOK CPNG. W
��8 lDT BY'ITW WITH SPACNG OF (2 1 4-10X5/B TNUT
RUSS H0.
CONNECTED TO caHT.ANGLE G.S.h LOCK TRUSS
24••O.C.MTO 3000 PS CONCRETE WITH 2-1/2•MIN.EMBED W/(3)SPOT WELDS AT EACH SIDE
JMW:CIS DISrMCE REVERSE TRACK CONTINUOUS ANGLE TRACK -4-',}
/8'HLC IE BY'NI171'WITH SPACING OF TO NDOD RU.^.K 7p,SgEL TO roN 1+DT'nNn itI Im BI nrY o S= e
B`O.C.TWO GRCU7 fY1FD BLOCK WALL.WITH 1-1d�4'WIN.ELBID,4'NW.EDGE DIST.
iB'O.C.INTO 3000-CONCRETE WITH 1-I/4'NIN.EMBED MO
�1/2'MIN.EDGE DISTANCE ALTERNATE TRACK INSTALLOON
1nnllr Y
PREPARATION OF JAMBS BY OTHERS AJ !SJq�
FAR NEW CONSfRUCRON EHGNEER OF RECORD OR MCHITECT TO VER'r PRODUCT RENEWEDas comy,
ADEOUkCY OF SUPPORIING STRUCTURE 10 SUPPORT LOADS IMPOSED pl on M tho Florida
FOR DOOR RIN DOORREEPIIAACEMENT IN RETRDFIT BUILDINGS WITH NO ENGINEER OF NOAaIo. 'I C 0330.02 !• * ,�L'1 i T}_ c
RECORD.DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY Bxplre11o0 te08t=202'1 e`
BUILDING OFFlCNL UPON WEPECTION. 1E DP drawing DO.
13Y
4lXYUN F%fEPoOR(+)LOAD PER.IMdB=(9.33'X 50 P5F)/2-233.3 us Per FL MW.L Prod—Go— s OR O.•..G� 01—p9
AE UUM INTERIOR(-)LOAD PER JAMB-(9.33'X 60 PSF)/2-279.9 Lb,per FL I rsFgYAL�� sheet 4 OT 5
*PLASTIC COMPLIES WITH .sDD
DOOR r(.02 CHAPTER 26 OF FBC
24 cA(.o2a)sEEL MIN. SEE EVIDENCE PAGEro-
2 feJ
1.70 1.725 a
�o
7/I6'OU.WASHER
i 1D� I
/8 x 3/a'SL15 21 3/4' ¢0¢ "
O 3/8'FRO N ENos 7W-�I.NK
AND 7'O.C.VAX. o* INTERIOR FRAME yRIGID PVC ONE PIECE INJECTION RIGID PVC ONE PECEINJECTIONROM ENDS �AND 6-t/2'O.C.MA%. g
0
411 .Its x.062 DEEP
I I11 OROLYE
II I
I'Il I p O^
[LJ
W'Sd'C NN'OVATIVE PlA5i1RDONATE NCS' ao o
$ J w -0 o
it w 011E
In m
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ICI
� 1 0
IIII ❑y rg
IIIT Eluj / r.062 DEEP
III B
1;II
i.I I ' It (4)@6 X 3/4'sus INSIDE ELEVATION 6
i,l ®t—a/6'rRou EWX RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS
11 i I AND 6-1/R'O.C.YAft
WINDOW LRES CAN BE IN ANY LOCATION IN DOOR SECTION
I YB%3/4'SYS
Ij1 O 3/8"FROM ENDS 1]5 X.062 DEEP
AND a—t/z'o.c.MAIL cRoovE - - j
7 � °saAA
08 x 3/4'SMS
O 3/5"FROM ENDS .....
_
AND]'D.C.MA%. _ ___--- - 11 I,,,
'- _- PRODUCT RENEWED `��) a A
7/16'OIA WISHER -- ------------- a plYing°wiN the FIOTIda �� �P' EN '
.. ..'. Dull m Cod L B
ROA-N." 16-0330.02
DOOR PANEL EXTERIOR E><ptmn°nD 0 810 912 0 21 �tiv *= $
24 G4(.D24)STEEL MDL
DOOR PANEL 15/16'YIN. OL OPG. OY I OF .' drawing 9
2a CA(MI)STEEL MIN. GIAZWG PoR MI°m PTDduct O°nlrol yy !!tt
WNDOW W10iH I
nnn, sheet 5 of 5
T