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.77F;7775trrtirJn;jrr .Product Approval Menu>Product or Application Search.>Application List>Application Detail
rs •,d�` '�� FL# FL15371-R2
Application Type Revision
Code Version 2014
Application-Status Approved
*Approved by,DBPR.Approvals by DBP.R shall be reviewed and ratified
by the.POC and/or the Commission,if necessary.
Comments
Archived ❑
Product Manufacturer DAB Doors Company,,Inc.
Address/Phone/Email 12195 NW 98 Avenue
Hialeah Gardens,FL 33018
(305)822-7870
RBergerSI8@hotm-aii.com
Authorized Signature Javad Ahmad
alfarooq@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 07/09/2015
Date Validated 07/10/2015
FILECOPY
f le:///C:IUsers/BRYNNW-1/Appl)ata/Local/Temp/Low/T6KCZGBU.htrn 7/29/2015
Florida-Building Code Online Page 2 of 4
Date Pending FBC Approval
Date Approved 07/20/2015
Summary of Products
FL# Model,;Number or Name Description
15371.1 Hurricane Master Model 824/811 Large missile impact resistant 16'-2"z 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 R2 C CAC 16x16 Garage Door LMI(15-0302.01)
Approved for use outside HVHZ:Yes dwa 98-05:gdf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design.Pressure:+48/-52 07/21/2020
Other:See attached limitations of use for Installation Installation Instructions
instructions. FLIS371 R2 11 16x16 Garage Door LMI(15-0302.01)dwq
98-05.odf
FL15371 R2 II Limitations Of Use.gdf
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 R2 C CAC 16x16 Garage Door LMI(15-0304.01)
Approved for use outside HVHZ:Yes dwq 02=21.odf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure:+36/-44 07/21/2020
Other:See attached limitations of use for Installation Instal lation.Instructions
instructions. FL15371 R2 II 16x16 Garage Door LMI(15-0304.01)dwa
02-21.odF
�1`1_15371 R2 II Limitations Of Use.gdf
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 R2 C CAC 16x16 Garage Door LMI(1S-0304.02)
Approved for use outside HVHZ:Yes dwa 00-18.gdf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure:+56/-64 02/22/2020
Other:See attached limitations of use for installation Installation Instructions
Instructions. FL15371 R2 II 16x16 Garage Door LMI(15=0304.02)dwo.
00=18.ndf
FLIS371 R2 II Limitations Of Use.odf
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 FLIS371 R2 C CAC 16x16 Garage Door LMI(15-0317.03)
Approved for use outside HVHZ:Yes dwq 03=06.odf
Impact.Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure:+27/-30 08/14/2016
Other:See attached limitations of use for Installation Installation Instructions
instructions. FLIS371 R2 II 16x16 Garage Door LMI(1:5-0317.03)'dwg-
03=06.o[IF -
FL15371 R2 1I Limitations Of Use.odf
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
file:///C:/Users/`BRYNNW-1/AppData/Local/Temp/Low/T6KCZGBU.htm 7/20/2015
Florida Building Code Online Page 3 of 4
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes 1`1_15371-R2-C CAC 18x16 Garage Door LMI(15-0317:05)
Approved for use outside HVHZ:Yes dwo 99-24.0
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure:+55/-64 03/10/2018
Other:See attached limitations of use for Installation Installation Instructions
Instructions, FL15371 R2 II 18x16 Garage Door LMI(15-0317.05)dwq
99-24.pdF
FLIS371 R2 II Limitations Of Use.pdF
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 1`1_15371 R2 C CAC i8x16 Garage Door LMI'(15-0317.01)
Approved for use outside HVHZ:Yes dwq 05-03.pdf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure:+40/-44 03/29/2017
Other:See attached limitations of use for Installation Installation Instructions
instructions. FLIS371 112 II 18x16 Garage Door LMI(15-0317.01)dwq
OS-03:ndf
FL15371 R2 IT Limitations OF Use.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 R2 C'CAC 9x16 Garage Door LMT(15-0317.021
Approved for use outside HVHZ:Yes dwq 01-09.13df
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure:+50/-60 08/09/2016
Other:See attached limitations of use for Installation Installation Instructions.
instructions. FL15371 R2 II 9x16 Garage Door LMI(15-0317.02)dwg
01-09.odf
FL15371 R2 II Limitations Of Use.ndf
Verified By: Miaml-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 R2 C CAC 9x16 Garage Door LMI(15-0317.04)
Approved for use outside HVHZ:Yes dwq 01-05.ndf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
-Design Pressure:+62/-70 10/04/2016
Other:See attached.limitations of use for Installation Installation Instructions
instructions. FL15371 R2 II 9x16 Garage Door LMI(15-0317.04)dwq
01-05.odF
FL15371 R2 II Lim itations'Of.Use.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
Door 12'-4"Wide garage door.
Limits of Use Certification Agency Certificate
Approved.for use in HVHZ:Yes FL15371 R2 C CAC 12x18 Garage Door LMI(15-0317.06)
Approved for use outside HVHZ:Yes dwq 04-01.ndf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure:+60/-65 07/14/2020
Other:See attached limitations of use for installation Installation Instructions
instructions. FLIS371 R2 II 12x18 Garage Door LMI(15-0317.06)dwq
04-01.ndf
FL1S371 R2 II Limitations Of Use.odf
Verified By: Miami-Dade BCCO-CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
file:///C:/Users/BRYNNW-1/AppData/Local/Temp/Low/T6KCZGBU.htm 7/20/2015
• Rurriear►e Master by DAB M411*824
+3&psf-44psf
Max. size I(0'2"x I b'o"
MIAM MMMI-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
NOWE OF ACCEPTANCE (NOA,) www.mia mud adegovleconomv
DAB.730'or Company,Ine.
121951�1'W 98 Avenue
Hialeah Gardens,FL 33018
SCOPE..
This NOA is,being issued under the applicable rules and regulations governing the use of constriction 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 all
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 lb'2"Wide with
Window Late Option(DP+36.9,-44.0 PSF)
APPROVAL DOCUMENT:Drawing No.02 21,titled"24 GA.Roll Formed Steel Sectional Garage
Door",dated 09/1012002,with last revision K dated 03/09/2015,sheets 1 through 5 of 5,prepared by Al-
Farooq Corporation,signed and sealed by A mad 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. ,
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.
RENE AI,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
TERii tp ATxoN 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,Adv®rtisiag.or any other:purposes shall automatically terminate this NOA.Failure to comply with any section of
this 140A shall-be cause for termination and removal ofNOA.
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.
IPtSPECTION: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 ofthe Building Official.
This NOA renews NOA#14-0814.10 and consists of this page 1 and evidence pages E-I and E-2,as well as
approval document mentioned above.
The submitted documentation was reviewed by Carlos M.Utrera,P.E.
NOA No.1"304.01
MIAMME C Expiration Date:July 21,2020
��"� is Approval Date:April 23,2015
Page I
DAB Door-Company,Inc.
NOTICE OF ACCEPTANCE: EVI[DENCE.SUBMITTlE]D
A. D1R8AAWINCS
1. Drawing No.02-21,titled"24 GA.Rol[Formed Steel Sectional•Garage Door",dated
09/16/2002,with last-revision J dated I i/07/2014,sheets 1 through 5 of 5,prepared by Al-
Farooq Corporation,signed and sealed by Javad Ahmad,P.E.
B. TESTS "Submitted under NOA#]1-0414.12"
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.E1ETff-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(skint'',
prepared by Hurricane Engineering&Testing Inc,Report No.BET1741-T100,dated
0112112011,signed and sealed by Candido F.Font,P.E.
"Subudited 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 Aug Pressure:Test,of"Sectional Residential Door"prepared by
Hurricane Engineering&Testing Inc:,Report No.HET2 03-1329,dated 07/15/2003,signed
and sealed by Rafael E.Droz=Seda,P:E.
b. Test Report on Tensile Test per ASTM E-8 of•"Sectional Residential Door(skin)",prepared
by Hurricane Engineering&Testing Inc;ReportN&HE1 T1 03-T078,,dated 10/31/2003,
signed and sealed by Rafael E.Droz-Seda,P.E.
"Subinitled under NOA#.03-0210.04"
7. Test report on Salt Spray(Corrosion)Test per ASTM B 1.17 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 tinder 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 Ahmad,P.E.-
B� 1P61V �
Carlos M.Utrers,P.E.
Product Control Examiner
NOA No.15-0304.01
Expiration Date:July 21,2020
Approval Date:.April 23,2015
E-1
DAD Door Company,Inc.
NOTICE OF ACCEPTANCE: EVI<gDIENCE SUBMITTED
C. CALCULATIONS(Cont.)
"Submitted under NOA#11-041412"
2. Anchor verification.calculations,prepared by Al-Farooq Corporation,complying with F.B.0
2007,dated 04/0712011,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"
1lD. QUALITY ASSURANCE
1. " Miami--Dade Department of Regulatory and Economic Resources(RER)
JE. MATERIAL CERTIIMCA'I'IONS
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 07/1712018.
2. Notice of Acceptance No.14-0311.08,!issued to Insulfoam,LI,C,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 1-1/10/2011 and expiring on 01/11/2017.
4. Notice of Acceptance No.11-0926.00,=issued to Dyplast Products,LLC,for their
Dyplast ISO-Cl Polyisocyanurate Insulation,approved on 11/1012011 and expiring on
Ol/11/2017.
5. Notice of Acceptance No:10-1129.04i:issued to Cellofoam North America Inc;for their
Expanded Polystyrene Block Insulation,.approved on.02/24/2011 and expiring on 02124/2016.
"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.,ReportNo.HETI 04-A002,dated 09%27/2004,signed and sealed byRafael E.
Droz-Seda,P.E.
7. Test Reports on Tensile Test per ASTM D638 of"PVC Extrusion-Material",prepared by
I3urrcane 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,
ReportNo.04 761-15019.0,dated 05l06/2004,signed and sealed.by 7..L.Doldan,.P.E.
F. STATEMENTS "Submitted under NOA#14-08.14.10"
1. Statement letter of code conformance to ihe'5'h edition(2014).FBC and no financial interest
issued by Al-Farooq Corporation,dated 05113/2014,signed and sealed by Javad Ahmad,P.E.
a¢r16_0
Carlos,l�f[i.Dtcera,P.E.
Product control Examiner
NOA No.15-0304.01
.Expiration Date:Jidy 21,2020
Approval Date:April 23,2015
7-1/2"X 2-1/4-X 1B GA. - --- > PUSH NUT TOP FIXTURE 5-1/2"X 2-3/4"X 0.1"
GALV.STEEL CENTER HINGE �'o
W/(4)#14 X 5/0°SMS STEEL PLATE WITH ONE'6/10-18 MS W/NUT OPTIONAL DOOR VIEWER
O WITHOUT OELRON SLEEVE(STD.) T 1 -FASTENED TO END STILE WITH TO BE INSTALLED AT �1
y O)Ct 1 (0)#14 X 3/4"SELF DRILLING SCREWS ANY CENTER STILE 4tl
p 7-1/2°X 3'X,071°GALV.STEEL 1 I SEE SHEET a FOR TOP BRACKET OPTIONS c
END ROLLER HINGE 00 1 I CENTER STILES w
W/(6)614 X 5/8'SMs
WITHOUT OELRON•SLEEVE(STOJ SEE SCH.'A' I-+A o
0 WIIN DELRON SLEEVE(OPTIONAL)
7-1/2"X 2-1/4'X,071"
GALV.STEEL.CENTER HINGE .LOCK
O W/(4)#14%5/8'SLIS 2/DOOR
p WITH DELRON SLEEVE'(OPTJONAL)--`.-•- -
O I"W% .15 TIIK.IATCH_., C- 3
1 - 17 _ ' - --- O .
CENTER HINGE STANDARD LOCK `�
c` SPRING LOADED SUOE BOLT(BOTH SIO�Sk I
FASTENED W/(4) GA X 1/2'S.M.S. 3
5/B'MIN.LOCK ENGAGEMENT ` [i--- -- —- __' --• ---- _•—_ 0 0 I To
CONFORMS TO SECTION 1008 REGARDING �� 'r - '� v - v - ti 1 [3 g p p IL Z 01-'
',- C 1
Q GE DOORS - _ frf .tt m =m ur T
.158 DA.GALK AIRCRAFT TYPE f I ,, tee g o B rs I f,
-A CA IN. 8: O 1 PRESS SLEEVE +�� l p I Y W o
IN.5 TO 1 SAFETY FACTOR i ` T p `�� I q _ A _ n I D �
2-3/4'W X 5-5/8-H X.090-TFIK 1 1 0 t`1 O `t' ; ----- - '„��• - _v�_ —-- ='�I—•— m -m `c c
STEEL PLATE 1-3/B DEEP
WITH (3)#14 X 3/4'�1 O i � � —.
SELF DRILLING SCREWS �` p V .— —
```BRACKET' `BRACKET`-`- - - --- a n
STD. LIFT DOOR LOW HEADROOM
DOOR
TOTAL I OF DOOR OPTION _ _ - - a Z F tri A
D 'U'BARS AT ���nnnW (O W
HDGHT CONSISTS OF EACH DOOR 7-7/8'X 3-1/8'IT.010 OPTIONAL VENTS - fn O+O 1
6'-6' 2 SECTIONS 16'2 SECHCN5.21•' STEEL PLATE (3 5°'WIDE AT 7'O.C.MAX _OPTIONAL FLUSH FACE 0 ¢ ,1O„
6'-B' 1 SECTION t8' 3 SEC11oNs 21' WITH-(4)®14%3/4'SOS Of C.AREA'NOT TO EXCEED 120 SO.IN. WOOD GRAIN DESIGN L O 3
7' 4 SECTIONS 21'- L __ __ MAX.DOOR WIDTH A O R
V-3" - -
^— 16'-2" O7'-6• 5 SECTIONS To'- CENTER STILE GO ...
DAD'DOORS INC.
r-9• 4 sEcnoNs fa•1 sEcnoN 21• INSIDE ELATION Ldi
6' 3 SECTIONS 10.2 SECTIONS 21, OUTSIDE. RAISED PANEL EMBOSSED DOOR Mcone Moster®Model 824%811 a O x
8'-3' 2 SECTIONS le'3 SECTIONS 21' FANOLE END STILE MOX, Silo 16'-2' X 16'-0'High O
8'-6' 1 SECTION 180 4 SECTIONS:21' With YrndOW Lite Option
8'-9' S SECTIONS 2I"- ®14 X 3/4'SELF OR-UNC SCREWS MAY BE USED -
9' 5 SECTIONS 18-- = IN LIEU OF Q14 %5/8'sus DESIGN PRESSURE RATING = + 36,0 PSF
9'-J' S SECTIONS 18'1 BECKON 21r ` LOCK OAR GUIDES •• •-------
INSTALLED ON END STILE -
9'-6' 4 SECTIONS 10'2 SECTIONS 21 - 44,0 PSF
9'-9' 3 SECTIONS 10'3 SECTIONS 2V WITH(4)014 X 6/8'SUS THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT GENE I_ NOTE
NOTES
oo is
1G' 2 secnans 19'4 SECTIONS 21' Q 10T X.IiW LOCK BAR I. THIS PRODUCT FNIS BEEN DESIGNED AND TESTED TO.COMPLY WITH TktE 10'-3' t SECTION 121 S SECTIONS 21'' ENGAGES IN TRACK REQUIREMENTS OF THE,ILORIOA BUILDING CODE'(FBC)FIFTH EDITION 2014)
to'-a'a SECTIONS 21'- ON EACH SIDE OF DOOR ( p
10'-2'6 SECTIONS 18'I SECTION 21' CENTER STILES SCHEDULE'A' INCLUDING HICII VELOCRY•HURRICANE TONE(LAIR). {�
"11- S SECTIONS IS'2 SECTIONS 21 OUTS�D�K�E0�0� 2, ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,CENTER STILES cONFlCURATION ANCHOR EMBEDMENT TO, MATERIAL SHALL BE BEYOND WALL
I1'-0' 4 SECTIONS 18'3 SECTIONS 21' oFnoNAC ®®"— DOOR WIDTIIs f OF EENTER STILES DRESSING OR STUCCO.
BECKONS le'4 SECTIONS 21' LACK BAR LOCIONG SHOVM B'-0'TO 9-10' 2 3, ALL BOLTS,NUTS AND WASHERS SHALL BE ZINC P1A7E0 CARBON STEEL
11'-9'2 SECTIONS 10•S SECTIOHs 2t' ALTERNATE TO 10'-O"TO
12' IT SECTIONS 18'G SECt10H4 21' - SPRING LOADED SLIDE. I2'-0'70 13'-10' '—j- 4, ANCHORING OR LOADING CONDITIONS'OTHER THAN THOSE SHOWN IN o o'
12'-J' 7 SECTIONS 21'- LOCKS SHOWN ABOVE �g'-0°TO 9'-f0-0°TO 9'-f0" 14'-0•TO IS'-IO' { THESE DETAILS ARE'HOT PART OF THIS-APPROVAL. m d S o
12'-6' 6 SECTIONS 16'2 SECTIONS 21• ---- S. A LOAD DURATION INCREASE Is USED IN DESIGN OF ANCHORS INTO WOOD QNLY. ' o
12-9' 5 IT
10'3 SECTIONS 21 DOOR WIDTHS 15'-11' 000R iESfEO IN ACCORDANCE WITH THE REQUIREMENTS OF T1.OWQA
13' 4 SECTIONS le'4 SECTIONS 21' _ _ BUILDING CODE,TAS-202,TAS-201 k TAS-203 FOR HVHZ AND
13-3'3 SECTIONS 18'5 SECTIONS 21' ...., ASTM E1886-05/ASIM EIG96-09.
13'-8'2 SECTIONS 18'6 SECTIONS 21' ®,® P_� ® UPI ® Fjl9r.JA AD ANMAD dY -
I3'-9' 1 SECTION 18' 7 SECTIONS 21' "m-3 CML PaCTOUCTRSHEWPD _ ,N
14' a sF7:710N5 21'- 10'-0•TO 11'-10" 14'-0"i0 IS'-In' FIA.PE 70592 CS .
14'-J'8 SECTIONS 18'3 SECTIONS 2I' �= CA.N. ,�,+ -o
T DOOR WIDTHS DOOR WIDTHS � 8 a
14-6 5 SECTIONS 10'4 SECTIONS 21' �y�AR
14-9'4 SECTION S 10 5 SECTIONS 21 I ®® ®®�l
15, 3 SECTIONS 18'8 SECTIONS 21' I By ' drawing no.
15-3'2 SECTION 16.7 SECTIONS 21'
I5'-6' I sEC110N IB' B SECTIONS 21' v� yea r2015
I5'-9'8 SECIIONs 21'- 12'-0'TO 13'-10-0•TO 13'-10'—� � 15'-f 1'TO 16'-2° _ 02-21
16 6 SECTIONS IB'!.SECTIONS 21- DOOR.WIDTHS DOOR WIDTHS 6heal 1 01 5
• 24 GA.STEEL PANEL ,Q11
G W
®' FLAPS eEar OVER aaNEL1 N 0co
® do
1/2'PUNCHED HOLES I (L GI ,T
0 4"D.C. a•p
01'i 7
-
0
1 p
-- ®I.M.STEEL
TOM OF•�E PANEL FASTENED TO •� ,� 2 p'
VERTICAL INTERMEDIATE STILES W/TWO
04 X 5/6'S.M.S.AND:TO END STILE I4 2
p� W/FOUR 1114 X 3/4'SELF GRILLING S. Q Z N
l I Il
p N d
0
,o LL 3/16'POP R1VET5
k AT 4°O.C: I I
%
w (6J FOR 21'STILES W
FOR 18'STILES
$ O, rD_N
.024"STL PANEL 4jK)
STILE N ¢,
OUTSIDE OF DOOR u.
-- o
e Z�W
_1ST SECTION (BOTTOM) INTERMEDIATE SECTION, 70P SECTION � O z
O� �
OPTIONAL STOP MOULDING mm `•
BY DOOR INSTALLER SOLID BRASS DOOR VIEWER ¢N
STEEL TRACK BRACKET FASTENED
TO WOOD JAMB tYRH BY N 9/16- SECURRY'HARDWARE'
� 14,X 5/8'SMS J/4'%2'%2-1/2'%.049'STEEL INSTALLED'IN�9/16''DIA HOLES IN CENTER STILE 0
5/16'X 1-51W LAC SCREW 6 PEN HINGE END STILE,CONNECT TO PANELS WITH
(FULLY THREADED) FLAPS RID(5)OR(6)'3/I6'ALUM RIVETS POSITIONED AT EYE LEVEL
HEX WASHER HEAD TYPE J� 1/2'-X 1-3/4'X.058"FORdEO STEEL SEE OCTAL ABOVE
ONE PER BRACKET CLUED TO PANEL AND SECURED TO -
END'STILE PATH(4)3/10'POP RIVETS ANCHORS AT TRAGIC BRACKET: z
SOUTHERN PINE 4'•' EDGE 3/8''C4L POWER-h01S'BY'POWERS' dl g
0.55 S. •• 4 1-7/8"X 2-5/8'X.049"STEEL DISTANCE ) ( ° Y
A 2'MIN. EMBED INTO CONCRETE J000 PSI MIN.) !Y
• CENTER STILE,CLUED'AND RIVETED o
d TO PANEL W/(4)3/10'RIVETS 3%16' 2'MIN.EDGE DISTANCE dd W W
,1 �• B 14 X 5/6'S.M.S. POP RIVETS ��,". 1-J/16(•"• 3/8'n .HLC c EEVVE RY'HILT'' u g
DIST. p `p'`..•'
4/HINGE V. ••1, B)1-1/4'MIN. EMBED INTO CONCRETE OR'FILLED BLOCK 0209,22
2-1/4'MIN.EDGE DISTANCE INTO 60HCRETE-
V MIN.EDGE DISTANCE INTO FRIED BLOCK
1-3/.16'c „. -
CONGRT.TE Pc -JD00-P51 MIN. N a d^ o 0
C-00 GROUT FILLED BLOCK I'm=2000 P51 MIN,
X 2.19"X 3.3"X 090' ANCHOR TYPE A OR B
STEEL TRAGIC BRACKETS I I I .I (1)PER BRACKET
SEE SHEET 3 FOR SPACING SEE SHEET.J FOR.BRACKET SPACING
i3
7 ' - "DUCPREFF,
FLA.PE. 70592 000al attA ''61•,•-fjo g I
CAN. JB U
1/4-20 SSBOIT � g
-11/2�^x.GSL° INTERIOR SIDE 7-f/2'x.071• aL,Nur "'CO�O o au
STEE1,TRACK UnI.V.STF.F.I END ROLLER HINGE
CENTER NNGe
la cA x z-1/6•x 1^(sT 04) 1.82'DIA x s0''STEEL ROLLERS (STD.) drawing no.
12 Ca x 3-s/16•x 1-1/z•(oPnoNAL) 7/6"PUSHNUT 1.82"DIN.x.50'NYLON ROLLERS(OPTONAL)
FASTENED TO TRACK PLATES INSTALLED ON HOLLER SIIAFT 2.75"DIA.X.50'STEEL ROLLERS((OPTIONAL
W/7/4-20 X 5/8'TRUSS HD. 2.75"OIA,X,50°NYLON,ROLLERS OPTIONAL
SLOTTED M.S.@ LOCK NUT SECTION B-8 WITH 5'STEM she0t Qot 5
POP RIVETS " 1-1'/Y X.1/2'X'1/8'HORIZ ANGLE �f•
2, 5/16'X 1-5/8"LAG SCREWS-INTO WOOD OR IIORIZ.TRACK SUPPORT, FOR DOOR HEG14TS UPTO 8 FT. C7
2-J/4'X'5-1/2°X 3'X.104" 5/16°SLEEVE ANCHORS CENTER SUPPORT REOD. ON DOORS WITHOUT INSULATION OR WINDOWS.
N
GALK STEEL WITH 1-1/4"EMBEO INTO,MASONRY EXAEEDING 8 FT.IN HEIGHT 2"X 2°X 1/8'HORIZ.ANGLE I
FASTENED ROLLER BRACKET
( 14 X 6%D'S.MS.. 3 PER BRACKET jj A'�-, DOORS w�1TFl INSUU ION°oR WINDOWS A
I4 CA.CALV.STEEL ADJUSTABLE SPOT WELDED TO HOR12"TRACK
SLIDE FASTENED TO BRACKET 2-1/2'%4-1/4`X 13 CA.STEEL F!IATES t WITH'Tw0 WELDS A7 I-I/2"APART g
W/5/16-1BX 3/4'HEX HEAD - WELDED TO,1-1/2-X 1-1/2'X 14 CA.ANGLE - -- A-.-J 'I FIRST, J'O.Q.REST AT 9'O.C.
FASTENED TO TRACC CONNECTED TO FLAG BRACKET ANGLE ,B
M.SCREWS&NUTS. WITH(4),1/4-20 SS. BOLT&NUTS W/3/6=16 X 3/4'BOLT&NUF " (,"p
TOP BRACKET _ _ fIORR.if7ACK LENGTH-OPENING HEIGHT PLUS 12" AND T0.SPRING SHAFT GUIDE WITH
ol
(STANDARD) TOP((BRACKET)) -- (2)I/4-2D%5/B"BOLT&NUF
LOW HEAOROOMTIUOOk Q ti w
14 CA.CALV,STEEL TRACK LHi a. 1��11
{IORRONTAL REINFORCEMENT
1/2'%1-3/4'%.058'FORMED STEEL VERTICAL TRACK Q C.Q 0 CLUED TO PANEL.AND FASTENED TO 2-1/s"X 1'%X.OSW aT
VERTICAL STILES WITH E-)
(2)3/16"POP=RIVETS. 2"X 5-1/2"
STEEL SECTION'A—A 191 *� n
FASTENED W/(1)j 14 X 5/8 S.U.& tg t4_4
TOOT++ROLLER BRACKET FOR 1 -I
HORIZONTAL REINFORCCNENT DOOR , L'
LOW HEADROOM DOOR OPTION • SECTION HEIGHTS BRACKET PLACEMENTS 41
1/2'X 1-3/4'X.038'FORMED STEEL HEIGHT IST 2ND 3R0 4TH 5TH 81 B2 B3 84 85 86 87 88 U
�
L
GLUED TO PANEL AND FASTENED TO r--'-'�
VERTICAL STILES WITH -— 6'-0" 18" 1B" 18, 18"N/A 1"TO 2'11-3/4' 23" 34- 45" 56" 67" _
I (2)3/16'POP RIVETS 6'-6' 21"18' 18°21"N/A 1^T0.2'11-3/4' 23" 34" .45' 56' 67" -
5/16":MEETING RIB 7'-0' 2V 21•' 21°21"N/A 1°TO 2°11-3/4" 23" 34" 45" 56' 67'
PLASTIC/STEEL..ROLLERS 7'-6' 18'18' 18' 18" IB'1"TO 2'11-3/4' •23" 34" 45 56' 67" 78-1/4'
®. 1.82'DIA X.50' B'-O" 21"18" 18'18" 21'1'TO 2'ilr3/4" 2J" 34"- 4V 56" .67" 78-1/4'
�W/.44 DIA X 4-1/4'STEAL �� —SECTIONS-ARE NUMBERED STARTING AT THE BOTTOM-
OPTIONAL
Q == FOR DOORS MORE TWIN B.FT.HIGH, USE ADDITIONAL TRACK BRACKETS AT 10"O.C. ei M
CT z 5
BY'OYPI AST PRODUCTS LLG' yW o ¢�y
EPS-EXPANOEO POLYSTYRENE
DENSITY-,IAS.PCF o m 1.9'X 2.19'X 3,3'X.090', U N a
m
N.OA 811-0926.07 STCF TRACK BRACKETS --j z W ,�
OR 2-3/16"HIGH
OCYANU J (n Ol:p 1
ISO-25 POLY-IS .RATE CONNECTED TO TRACK-WITH
DENSITY-2.0 PCF ) 1/4"BOLTS&NUTS.OR
BY'cru cFOAM NORTH Au nI A' �
DENSITY- 1.03 PCF /.
OR A,910-1129,04
BY'INSUICOAM LIC'
DENSITY-0.92 PCF 0
•«.� ® N.O.A.#14-0311.08 m /
®
14 CA OALV.STEEL $
W/( Y 14E%5//8-SMS
MIN. 024'ROLL FORMED STEEL PANEL ON & y
DRAWING QUALIFY G-40 z I bl
MIN.YIELD STRENGIII-39 KSI
-'�-'WITH PRIMER AND BAKED-ON
POLYSTER PAINTED TOP COAT TRACK CONFIGLIRATION
APPLIED 70 BOTI4 SIDES OF STEEL
'n oo
VERTICAL LIFT 'HIGH LfQ STANDARD LIFT LOW HEADROOM
12 GA.CAW.STEEL DOUBLE TRACK
BOTTOM BRACKET FASTENED AVAILABLE TRACK OPTIONS c
w/(a)p 14 x s/B•sMs Engrs JAVAO ANUM) o
CINL PROMCTBEHEWF.D i
F1Ji.PE, 70392 cicLsoi auhd2FbLEIa $ j
bsp
BOTTOM SCAL'OPTIONS CAN. SB '
�/-'SEE'SHEET 5 Aa�tmaot4o =0 0 .BI
S 5
R to drawing no.
SECTION A—A 02�,rL1
SEE SHEET 2 FOR LDCATION
OF REINFORCING TRUSSES ahcOt 3oT 5
��JA 4" 'RL3NFCRCEMEN7 {�
LOGE t/2'%i=J/4'X.050' �tzzi
L
FORMED S 3ffl4
DIST. SELF DRILLING is
-ter— 1
1-1/2"MIN. OR Y SELF DRILLING SCREWS
c I E OISL S g I m. 3/16°'RNE%'.STEEL RIVETS 0R bS
11,ULTIGRIP W/.00ME HEAD 3/16''RNEX'STEEL-RIVETS
;
48'O.C. •MULTIGPoP WJ DOME HEAD
� t RDNFORCEMENT - AT 48'O.C.
FORMED STEEL
2BY 1/4"OIA.LAG SCREWS _ 1/4.OU.lAc SCREYfS O O g'p
WOOD BUSK �-AT D"FROM ENDS 2 D BU AT 6'FROM ENDS
I { AND 15'D.C.MAX. 1 , AN 15"'O.C.MA%. 8 PA14
W STRIP ADAPTER WSTRIP ADAPTER `OI a 4
ALUMINUM
C
gr
RUBBER W'STRIPPING RUBBER'W'SSRIPPING 3 I.
UI_o
a JD40
ll,z In
In
d
o
BOTTOM SE.a OPTIONS u
OPTION 'A OPTION 'B' W .
WOOD BUC CONNECTION TQ WOOD SUBSTRATE(WOOD SPECIFIC GRAVITY SGo0.55 MIN,)
THE INSTALLATION METHODS SHOYIN ABCVE SHOWS 2X6 SYP WOOD SUCH ATTACHMENT w M
TO WOOD STRUCTURES.IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN LL
WAL BE REQUIRED FOR CESIGN OF GARAGE DOOR'ANCHORAGE.
FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER'OF RECORD,-INSTALLATION AIRY BE
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL.UPON INSPECTION. _ ANCHOR SPAClNG' - .- z
ANCHORS STRUCTURE- -EM GE BED SPACING EO 'DIST. A (A w�. I
3 8 HLC:SLEEVE 0Y-.IOLTI , Rho,
C.'
J 8 CONFLEX BY•ELCD FILLED OLO -7• 3-3 4" E? O.3�.a
STEEL STRUCTURE BY OTHERS' 3 6 DYNABOLT BY 1 - GONG: 1-1 2 2-1 2 O z
J B POIYFA-BOLT POWERS CONS. 2 8' 0 0
S/16L X SCREWS DDORSYSYSTEM LOADS IMPOSED .3187 SLELVE-ALL BY SIMPSONS CONC. 1-1 2" 8' 3�
LAG SCREWS
At 12'O.C. CONCRETE 1'e a 3000 PSI MIN. Q cY
C-90 GROUT FILLED BLOCK I'm 2000,PSI MIN, N O^Z
WITH OIA.BOLTS
WNt1 WASHETT�:MR
WOOD BUCK CONNECTION TO MASONRY a.',' ' ' �AT'12"D.C.MAX. EDGE DIST.
{�__-� EI
PRESSURE'TREATED 2X6 SYP WOOD JAMBS.WHICH SHAD.BE ANCHORED TO { {
GROUTED REINFORCED MASONRY'BLOCK IYALL'OR CONS.COLUMN WITH 1 1
ULTRACON BY'UM-WITH SPACING OF - �, x
INTO GROUT FILLED BLOCK WALL.WITH 2-1/4'MIN,EMBED Ld
13'D.C.INTO 3000 PSI CONCRETE,WITH 1-3/4"MIN.EMBED 1-1 4'X 2-1 X 14 CA c
2-1/2'tAN.'EDGE DISTANCE {-IJ2" 1-IJ2' '�•CON�STEEL ANGLE ,
c 6
1/4"TAPPER BY'POWERS'WR11 SPACING OF 12 GA GALV.STEEL m
1I'O.C.INTO GROUT FILLED BLOCK.WALL.WITH 1-1/2'MIN.EMBED --FTAT,BRACKETS t3'LONC 2-1/8 %I'X/4 CA. 4� '
1J'O.C.INTO J000 PSI CONCRETE,WITH 1-3/4"MIN,EMBED 1/I6'X7/2 AT 127 O.C.IN DOOR OPNO. 2.'II.
TRACK
3"MIN,EDGE DISTANCE FILLE3/0'CONFLEX BY'ELCO'Ofl AT 12' AT 18'O.C.A80VE.DOOR OPNC. FASTENED TO TP' LATES r
CONNECTED TO CONT.ANGLE -20)"Of TRUSS NO..
J/0"LOT BY'ITYT WITH SPACING OF,' W/(J)SPOT WELDS AT EACH SfOE S.A.S M S.'h LOCK NUT o
23"O.C.INTO=0'PSI CONCRETE,WITH 2-1/2'MIN.EMBED o o ^o 0
3"UK EDGE DISTANCE To Vi NIIOIIS ANC,1E TRACK REVERS TRACK TONNN 10 iS N F TRACK
3/8"HLC SLEEVE BY'HILTP.WITH SPACING,OF ,IQ-WOOD 6tICX SQ STEEI TO CONCRETE AND FILL EO BLOCK
70'O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1 4°MIN.EMBED,4"MIN.EDGE DIST,
IS'D.C.INTO 3000 PSI CONCRETE,WITH 1-1/4"WH.EMBED AND ERNATE TRAC INSTAll4T10N Y
2-1/2"MIN•EDGE DISTANCE
Engr:JAVAD AHMAD
PREPARATION OF JAMBS.BY OTHERS CIVIL
FLA P£170592 O1�9Mae b'FMi#�a o I
FOR NEW CONSTRUCTION ENGINEER RECORD OR ARCHITECT T0�VERIFY CAN. 8
ADEQUACY OF SUPPORTING STRUCTURR E TO SUPPORT LOADS IMPOSED e
BY DOOR SYSTEM. a ;?
FOR DOOR REPLACEMENT IN RETROFIT DIALDWGS WITH NO ENGINEER OF r—
RECORD.DOOR INSTALLATION MAY BE REVIEWED AND APPROVEO BY droning no.
BUILDING OFFICIAL UPON INSPECTION. r2m �2�
MMUM EXTERIOR(+)LOAD PER JAMB (18.16"X 62 PSF)/2 0 291 Lbs per Fl.
MAXIMUM INTERIOR(-)LOAD PER JAMB+(16.16'X 44 PSF)/2-355.E Lbs per FL geet 4_of g
*PLASTIC-COMPLIES WITH soo
DOOR PANEL CHAPTER 26 OF FBC
24 GA.(,024)STEEL MIN, SEE.EVIDENCE PAGE
1.765 1.725 -�,S .a
7/16•DIA.WASHER
1.144
Q O LL
I '60'X:J/4"SMS I L r��T
3/6°FROM ENDS 21 3/4° .176 - F°--.e0o . (Y¢W m o
1 II 1 t AND"7°O.C.1WX. 'V1DW.,W107II Q 6,Qp'.y�
EXTERIOR'FRAME * INTERIOR FRAME
,I -x 1e 1/6" 3�" <
, I 1 (4)(J6 X 3/a°�SMs a x dIGID PVC ONE PIECE INJECTION'RIGID PVC ONE PIECE INJECTION
I i l I I ' ♦ ®1-3/e"FROM'ENDS J• MAX.�
I 1 ♦� \o O.L.O. LL 2 g n
1111 I AND 6-1/2°'O.C,NAX. 8 in -
1
till
II1I A
175 X.052 DEEP - I •' •D ® ® .% :�, r�
GROOVE W
I,,I BY'ADIC INNOVATIVE
LEXAN •' ,! s. .f. M
I I BY'SAOIC 717.01TNE ELASTICS' ®, N •'• cFi ;M
1'I NOA 613-0717.01 _ )n
EDIt !, ly •^ S n ti m
IIU V -I O
176X,082-OAP - �• `�•
I,,, cRoovE. S
3 [D�
.till e�
(4)65 X 3/4"SMS INSIDE. ELEVATION' u g W
am
1-J/6°FROM ENDS
RAISED PANEL' EMBOSSED DOOR WITH OPTIONAL WINDOWS
U 1 I AND 6—I/2°o.c.MAX..
� .WINDOW LRES CAN BE IN.ANY-LOCATION'IN DOOR SECTION
68 X J/a".sMs C -
B , , O 3/,S FROM ENDS' 178 X DEEP
AND 4-1/2 O.C.MAX.. GROOVE y
��11 nodo$�'�'
♦` .� 66 X 3/4°SMS i''♦� S c
♦ �onz_•a e[
01 3/"FROM ENDS
AND T O.C.W. r-
7/16°OIA WASHER ♦♦ ;^ _________ _ _ __ __ Engr.JAVAD AHMAD R?ODUCi RElIEWF.D b
\
FLA PE 70522 .93
ft CbE7 � b A.^ o tb�'d �. I }•
DOOR PANEL ^ EXTERIOR 8 %
24 OA.(.024)STEEL MIN,
GODR PANEL 16/18'MIN.'
24 GA..(,024)STEEL MIN. D.L.OPO. �5 ) drawing no.
GLAZING OITE O r3 r1 q
WINDOW WIDTH G 1
' sheet Sof 5