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MIAMI•DADE cow ?ie't MLAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street Room 208
DEPARTMENT OF REGUL.9,TORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEP'T'ANCE (NOA) www.mismidade.aovleconomy
DAB Door Company,Inc.
12195 NW 98'b 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."24 GA.Roll Formed Steel Sectional
Garage Door",dated 09/1012002 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_&,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 L1'1PACT I$AIWG:Large and Small Missile Impact Resistant
LABELING:A permanent label wit..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
TERXEINATION 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,11or
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 o f NOA.
ADWRUSEMENT: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 ofthis page I and evidence pages E-1,E-2 and E-3,as
well as approval document mentioned above_
The submitted documentation was reviewed by Ishaq L Chanda,P.E.
„NOA.-No.1.7-1018.12
MIAMIMADECOt1NW Eapiratiowl)atei July21,20291
"'• •
Approval'Datc:December 14,202?
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DAB Door Company,he
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NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Evidence submitted in previous files
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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 1 through 5 of 5,prepared by Al
Farooq Corporation,signed and sealed by Javad Ahmad,P.E.
I
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.HETI-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#OS-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 underNO.4#63-02-10.04-
7. Test report on Salt Spray(Corrosion)Test per ASTM B 117 of a painted G-40 steel panels.-
prepared
anels;prepared by Celotex Corporation,Test Report No.258592,dated 08/17/1998,signed by W A.
Jackson,P.E.
C. CALCULATIONS "SubmNed underNOA#14-0814.10"
1. Anchor verification calculations prepared by AI-Farooq Corporation,dated 09/22/2014 and
07/24/2014,signed and sealed by Javad Ahmad,P.E.
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Ishaq L Chanda,P.E.
Product Control Examiner
NOA No.17-1018.12
Expiration Date:July 21,2020
Approval Date:]December 14,2017
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DAB Door Company,Inc.
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NOTICE OF ACCEPTANCE: EVIDENCE SURAtUTTED
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
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 11/1.0/2011 and expiring on 01/11/2017.
4. Notice of Acceptance No.11-0926.06,issued to Dyplast Products,LLC,for their
Dyplast ISO-Cl 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 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 D638 of"PVC Extrusion Material",prepared by
Hurricane Engineering&Testing Inc.,Report No.HETI 04-T251,dated 11/29/2004 signed
and sealed by 1.Ghia,PE.
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-N6.04-761-15019.0,dated 05/06/2004,signed and sealed by J.L.1Doldan,P-E.
F. STATEMENTS "Submitted tinder NOA#14 0814.10"
1. Statement letter of code conformance to the 5`h edition(2014)FBC and no financial interest
issued by AI-Farooq Corporation,dated 05/13/2014,signed and sealed by Javad Ahmad,P.E.
I Ishaq L Chanda,P.E.
Product Control Examiner
NOA No.17-1018.12
Expiration Date:July 21,2020
Approval Date:December 14,2017
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BAB Door Company,Inc.
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NOTICE OF ACCEPTANCE:EVIDENCE SUB
2. Nene 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,?017,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.
D. 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 Insulfoazn,LLC,for their
Insulfoani 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-Cl 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(51h Edition)and FBC 2017(61 Edition),
prepared by AI Farooq Corporation,dated 10/05/17,signed and sealed by Javad Ahmad,
P.E.
F. OTHER
1_ This NOA revises NOA#15-0304.01,expiring 07%21/20.
I�
Ishag L Chanda,P.E.
Product Control Examiner
NOA No.17-1018.12
Expiration Date:July 21,2020
Approval Date:December 14,2017
E-3
7-1/2"X 2-1/4'X 18 GA. -' - PUSH NUT TOP FIXTURE 5-1/2'X 2-3/4'X 0.1' U 9
-- - =C4ZLV.-STEEL CENTER-HINGE —STEEL PLATE WITH-ONE-5/16-18 MS W/ NUT - - OPTIONAL DOOR VIEWER-
W/(4)814 X 5/8'SMS / \ FASTENED TO END STILE WITH TO BE INSTALLED AT
m WITHOUT DELRON SLEEVE(STD.) t ANY CENTER STILE S
(6) 614 X 3/4'SELF DRIWNO SCREWS
p
7-1/2"X 3'X 071'GALV.STEEL 1 O t SEE SHEET 3 FOR TOP BRACKET'OPTIONS
/ ENO ROLLER HINGE I
W/(8)614 X 5/8'SMS t B O CENTER
SEE CHTILE r' A
WITHOUT DtLRON SLEEVE(STD.) A
m
WITH DELRON SLEEVE(OPTIONAL) t p
2-1/4"X. LOCK
W 2/D00.Z071"
m V.STEEL CENTER HINGE ,
/(4)614 X 5/9'SUIS _ _
WITH OELRON SLEEVE(0P1)OtuL�"`'-
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11 1•W X .15 THK IATCFi I O IX C t
�FNTER HINGE IL STANDARD LOCK `� m I Q C
1` SPRING LOADED SLIDE DOLT(BOTH SIOESj i ® ® I a a O
FASTENED W/(4)X14 % 1/2'S.M.S. I
5/8"MIN.LOCK ENGAGEMENT -- - --- --- r`.C'
CONFORMS TO SECTION 1008 REGARDING \• - - m - I�{�m 0
GARAGE DOORS r -- I - - - I t7 I2� Ir
,198 DIA.CALV. AIRCRAFT 7)'PE V71 $
CABLE&NICO-PRESS SLEEVE ' \� /' II m `•\\ p __.__. ._.._..._._ i iB'
W/MIN. 5 TO 1 SAFETY FACTOR • M i I 1 --_ ._-.._...--._- —._—_ - - --_- --_ T b W q a �y
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2-3/4'W X 5-6/8'H X.090"THK. 1 "'
STEEL PLATE, 1-3/8" DEEP,1/1 _. 1\ FJ -` .^.. •+" _ "`�`�'� --- .�:ter•,
--- WITH-(3) G14 X-3/4" lJ� i ��� i D i - [ -
SELF DftILUNC SCREWS --
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`BRACKET BRACKET- T y M L`
STD. LIFT DOOR LOW R ODROOLf a 1 1 J .,.� — ,- J. I I N �a Ii
DOOR OPTION —
TOTAL i Or = _— --- --- -- -- ° N
DOOR 'U'DMS AT .v.[ -� 5_� _ ...._.. .... .-_..--- E W C
HEIGHT CONSIS'S OF EACH DOOR 7-7/0'X 3-1/B'X.010' ' L OPTIONAL VQTTS -._
8-V. 2 SECTIONS t0'2 SECTIONS 21' STEEL PLATE O 5' L EAT 7'D.C.MAX. OPTIONAL FLUSH FACE
B-e' 1 SECTION
to 3 SECTIONS 11' WITH (4) 614 X 3/4'SDS o1�NG.AREA NOT TO EXCEED 120 MIN. MAX DOOR WIDTH WOOD CRAM DESIGN 1.�.p m Z c0 n
7' 4 SECTIONS 21"- `'• t6r2, --- C r g
7'=3' CENTER STILE 1 THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT ODOR TESTED IN ACCORDAYCE WITH THE REQUIREMENTS OF FLORIDA D0) a
7'-8' 5 SECTIONS 18'- INSIDE ELEVATION BUILIDINO COOL TAS-202°TAS-201 &TAS-203 FOR INHZ AND C N O 1
7'-9' 4 SECTIONS iB'1 SECTION 21• RAISED PANEL EMBOSSED DOOR ASTM cis 6-05/AMI ET996-09.
B ]SECTIONS 1B'2 ECTIONS 21' OUTSIDE
8'-3' 2 SECTIONS IV J SECTIONS 21' HANDLE GENERAL QTESNERAL NOT SgIL NOT S
8'-8' 1 SECTION 15' 4 SECTIONS 21' -END STILE DAB DOORS INC. 1.THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
Bz9' 9 SECTIONS 11'- HUfFICOnO MOStOTW MOdeI 824 61 T REQUIREMENTS OF THE 2014(5TH EORION)/2017(GTH EDITION)FLORIDA
i BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ).
9' S SIGNS
CTIONS 18'- 1 LOCK BAR GUIDES Max. SIZe 16'-2" X 16'-0" High 2,ANCHORS 510,0.BE CORROSION RESISTANT,SPACED A5 SHOWN ON DETAILS yy
_9'-3' 5 SECTIONS 18 1_SECTION_21' ^ INSTALLED ON END STILE With Window Lite Option AND INSTALLED PER MOTIF'S INSTRUCTIONS.SPECIFIED EMBEOMEYTi TD BARE n
9'-O'4 SECTIONS 18'2 9EC11-ONS 21' o WITH(4)614%5/8°SM5 MATERIAL SF9LLl OE BEYOND WALL DRESSING OR STUCCO. "� ^
W-9" 3 SECTIONS 10'3 SECTIONS 21' !1 C,E.F F P+
10 2 SECnONS 18'4 SECTIONS 21' 0 TBT% .GW LOCK BAR DESIGN PRESSURE RATING = + 36.0 PSF 3-A LOAD DURATION INCREME IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY, E h�
10'-3�1 SEGn 10' B SECTIONS S 21' ENGAGES IN TRACK 4.MATERIALS INCLUDING BUT NOT UNITED TO STEE' AL SCREWS,THAT
llESSS ON EACH SIDE OF DOOR - 44.0 PSF a S
t0'-a' 9 5 QTION9 21'- COMC INTO CONTACT WITH OTHER DISSIMILAR MAT IRIS SHALL MEET THE
ID'-9' 0 S CTIONS IV 1 SECTION 21 CENTER 5TIlES SCHEDULE'A' REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG,CODE At ADOPTED STANDARDS.
OUTSIDE K�F�I�O�K C121 .
Ii S SECTIONS to 2 SECTIONS 21 CENTER SIRES CONFIGURATION 5,THIS PRODUCT APPROVAL IS CEHEPoC AND DOES NOT PROVIDE INFORMATION
11'-3'4 SECTIONS 1B'J SFCTX)NS 21' OPTIONAL DOOR WIDTHS f OF CflHTER STILES FOR A SITE SPECIFIC PROTECT I.e.LIFE SAFETY OF THIS PRODUCT,ADEQUACY
11'-B•3 SECTIONS 18' SECTIONS 21' 0112 MAP
(1"'�"11i - "' OF STRUCTURE RECEIVING THIS PRODUCT AND SCALMO AROUND OPENING FOR
y LOCK BAR LOCIOHC SHOWt7 ���� ( B'-0°70 9'-10' 2 WATER 14FILTRATION RESISWNCE M. IT
11'-9'2 SECTIONS 19'S SECTIONS 2t" ALTERNATE TO TF-o-95 11'-0' 2 CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY,
IV t SECTIONS 18'a BECTroNS 21' SPRING LOADED SLIDE BOLT 12'-0"To I3'-10• J AND TO BE REVIEWED BY BUILDING OFFICIAL '
--- - 12'-3'7 SECTIONS 11'- LOCKS SHOWN ABOVE W-0°TO 9'-10" 4'-0•TD 15'-10' 4 S.UPNUFACTURER'S LIBEL STALL BE LOCATED ON A READILY VISIBLE LOCATION
8 SECnams-1B'2 SECTIONS 2Y 1B'-II'70 f6'-2' a _ IN ACCORDANCE Wfii SEC'ION 1709.9.3 OF FLOPoDA BURDIh'0 CODE.
72'-9 5 SECTIONS 10'J SECTIONS 21' LABELING TO COMPLY WITH SECTION 1709,9.7.
ODOR WIDTHS
13' 4 SECTIONS.1a.4 SECTIONS 21' _ \
t3-3 3 5ECTIaNs 10.9 SI:L•nD 9 21" hlpD110E NBYIRPD ��_�_�I�� (��q_^_� I /14%3/4'SELF DRIl1W0 SCREWS F"'�• AAAAi, g
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ncrptlha�AEN�t►eF1OHi: __ UY BE USED \` y:'��1.ACJNBLc'•.,
13-8' 1 SECTION 18' 7 SECTIONS ZI' (fvtleAQ -_..- -' IN LIEU OF 014 X 5/8'SMS
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14'-9' 4 SECTIONS la 15 SECTIONS 21 '' -
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STEEL TRACK BRACKET FASTENED BY 'SCHLAGE SECURITY HARDWARE'
TO WOOD JAMB WITH 0 14 X 5/0'SMS 3/4'X 2'X 2-1/2'X.049'STEEL INSTALLEDIN 9/16* DIA. HOLES IN CENTER STILE r - "
5/16"X 1-5/8' LAG SCREW 6 PER HINGE END STILE.CONNECT TO PANELS WITH / - -
((FULLY THREADED)) FLAPS ARD(8)OR(0)3/16'ALUM RIVETS POSMONED AT EYE LEVEL
HEX HASHER HEAD TYPE A 1/2'X 1-3/4'X.058°FORMED STEEL SEE DETA'L AEIOVE
ONE PER BRACKET CLUED TO PANEL AND SECURED TO AN('HORC AT TRACK T) dIt CXF L
END STILE WITH(4)3/16'POP RIVETS C
SOUTHERN PINE ' � 1-7/8'%2-5 8'X,049"STEEL EDGE 3LB'INA. POWER-ROLT BY'POWERS' n
0.55 S. , .`•°' -CEfaYER STILE.GLUED AND RIVETED DISTANCE A) 2-MIN.EMBED INTO CONCRETE(30D0 PSI MIN.) e R
`T TO PANEL W/(4)3/18"RIVETS 3/16' 2'MIN, EDGE DISTANCE °1q�ht tt
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F",/HINGE I `, B) 1-1/4'MIN. EMBED INTO CONCRETE OR FILLED BLOCK Q O 2
_ 2-1/4'MIN,.EDGE DISTANCE INTO CONCRETE
4"MIN.EDGE DISTANCE IWO FILLED BLOCK
111 CONCRETE Fc a 3000 PSI MIN.
'• 1 C-90 GROUT FILLED BLOCK I'm 200D PSI MIN.
- 1 � I(
--" 1.9'X 2.19'-X-3.3'-X-090` I - ANCHOR TYPE A OR B $ d
STEEL TRACK BRACKETS l I I -(1)PER BRACKET ----------
SEE SHEET 3 FOR SPACING L_._ ._ _ SCE SHEET 3 FOR BRACKET SPACING tl 111 I
--- 1 1/4-20 55 BOLT ` 0592 S I ,�•, g
7-1 2'x ,050" INTERIOR SIDE 7-1/2'x ,071' &Nur
V.STEEL ENO ROLLER HINGE v
STEEL TRACK CENTER HINGE _ - - --
14 CA,X 2-1/e"% I'(STANDARD) 1.82'DIA.X 50'STEEL ROLLERS (STD, +•-" I, �f1Yi'
12 CA.x 3-0�IB'X 1-1/2"(OPTIONAL) +. '� T OF V•Qj drOwing n0.
ES"-', 7/8'FUSHNUT 1.82" OLA,x.50'NYLON ROLLERS OPTIONAL ''• ey•` 02 21
ASTENED TO TRACK PLAT INSTALLED ON ROLLER SHAFT 2.75"DIA.X.50'STEEL ROLLERS ((OPTIONAL -- ir,S •IOR �\`�
W/ SLOTTED MS/8"TRUSS&LOCK NUT SECTION R-R 2.78' Wl X.50'NYLON ROLLERS (OPTIONAL A 'fQ
WITH S'STEM
e
POP RIVETS1-1/2'X 1/2"X 1/8'HORIZ.ANGLE t�
5/i6'X 1-5/8"LAG SCREWS INTO WOOD OR _ _ HORIZ.TRACK SUPPORT, FOR DOOR HEIGHTS UPTO 8 t4. L_ M
2" X 5-1/2'X 3-X.104' 5/16'-SLEEVE-ANCHORS - - CENTER SUPPORT REDD.ON-DOORS - -- WItHOUT INSULATION-OR-WINDOWS, 9�
I GALV. STEEL WITH 1-1/4'EMBED INTO MASONRY EXREEOING 8 FF. IN HEIGHT 2"X 2"X t/e'KORIZ.ANGLE a -
OP ROLLER BRACKET ON EACH STE 3 PER BRACKET 11 A�- FOR DOOR HEIGHTS ABOVE 8 F7.OR d
_ FA.STINED W/(6)R 14 X 5/B'S.M.S. 11 1 DOORS WITH INSULATION OR WINDOWS
14 G0.GALY.STEEL ADJUSTABLE SPOT WELDED TO HOR2.TRAGIC Z $
SUDE FASTENED TO BRACKET 2-t/2'%4-t/4'% 13 CA STEEL PLATES WtiFi TWO YIELDS AT 1-1/2'A�ATLT 0 q
W/5/16-iB%3/4'HEX HEAD WELDED TO 1-1/2"X 1-1/2'X 14 GA.ANGLE - A--'� CONNECTED FIRST AT 3" FUG BRACKF'T ANGLE f•
H.SCREWS k NUTS. FASTENED TO TRACK - -- S
WITH 4) 1/4-20 SS. BOLT @ NUTS I-_ W/3/8-16 K 3�4'BDLT E NUT
( HORIZ. LENGTH = OPENING HEIGHT PLUS 12" _ AHD TO SPRING SHAFT GUIDE WITH
TOP BRACKET - _ ..
(STANDARD) 10P BRACKET (2) 1/4-20 X 5/11'BOLT kPTINUT µI yy
(( C d
LOW HTAJ11A DOOR
14 GA.GALV.STEEL TRACK D
HORIZONTAL REINFORCEMENT A a ¢FI c
1/2'X 1-3/4-X.058'FORMED STEEL VERTICAL TRACK p p O
GLUED TO PANEL AND FASTENED TO 2-1/e"X 1'K.080"
VERTICAL STILES wrtH z'x s-t/z`x.104" SECTION A—A
(2)3/10'POP RIVETS GALV. STEEL Z� .-
FASTENED W/0(p4)RJL 14 X 5/B"5.61.5. a �'
LOW HEADROOM DOOOR OPION fn LHI.H
SECTION HEIGHTS BRACKET PLACEMENTS t7
HORIZONTAL REINFORCEMENT a b g
1/2'X 1-3/4"X.058'FORMED STEEL HEIGHT 1ST 2ND SRO 4TH 5TH B1 B2 83 B4 B5 06 B7 B8
GLUED TO PANEL AND FASTENED TO 18'18° 18" 10"N/A 1'TO 2'11-3/4' 2J' 34' 45' 56" 67" -
(2)3 AI STILES WITH 21"TB" 18"21"N/A 1`TO 2'11-3/4' 23' 34' 45' 56" I E7' - o a
(2)J/1b°POP R8'ETS
21'21" 21'21"N/A i'TO 2"11-3/4' 23' 34' 45' 56' i E7° -S/i6"ME�1NG RI9 18'18" 18'18' 1B'S'TO 2'11-3/4' 23' 14' 45' 56" j 67" 78-1/4'PLASTIC/STEEL ROLLERS 21'18" 1B"18" 21"1°TO 2'11-3/4' 2Y 34"• 45' 56" ! 67' 78-1/4' n
1.02'DIA X.50"
W/,44 010.X 4-1/4"STEM = _ '-SECTIONS ARE NUMBERED STARTING AT THE BOTTOIR OO
.PT, = FOR DOORS MORE THAN 8 FF. HIGH, USE ADDrtANAI.TRACK BRACKETS AT 10"O.C. - C p - --
CJ M
P$ODUOfItEVIS�t c i
OPTIONAL INSUTA710N5; 0 p<ce
0 1.8" X 2.19'x ACK X.090' acawylag K•It5 t►4 Ftattb G.
IS '25 POT PRODUCTS LLC STEEL TRACK BRACKETS la"ng Coda L e
150-25 POLY-ISOCYANURATE 2-3/10'HIGH Ataploict No - 8 to c
DENSITY-2.0 PCF CONNECTED TO TRACK WITH L"Ipill Dalt (g 9 t
{ �
N.Ok#16-1108.04 4) 1/4'BOLTS&NU_TS,
'CELLOFOAM NORTH AMERrA' m �s("+ at••�'- Z C�
DENSITY- 1.03 PCF Tit _ fwf rofatt I:aMy 0 L o
N.OA 15-1203.04
OR (Q
FY•IN�11 FOAM 11n.' E 4 N
DENSITY-0.92 PCF
....•.•}�•.'.•I N.OA 817-0221.06
ROLLER GALV,STEEL
_p W/(6)# 14 X 5/8"SMS
MIN. .024 ROLL FORMED STEEL PANEL r
DRAWING QUALITY 0-40 -.. - I S
MIN,YIELD STRENGTH 39 KSI
WITH PRIMER AND BAKED-0N TRACK CONFIGI RATION X
APP4IEOM P INTHD STOPS OF STEEL + v r
A—
N VERTICAL LIFT HIGH LIFl STANDARD LiF? IOW HEADROOM a o g
----- ---- DOUBLE TRACK 6 _
12 GA.GALV, STEEL AVAILABLE TRACK OPTIONS —
W/(4) BRACKET 14 5/0 SLAMS
-�•�'- ��\ '�,'A,lOfSl(SF'•;'{) Ami b d
r
O BOTTOM SEAL OPTIONS 502 1 ^ U t }
/ SEE SHEET 5
•''/ %X11{• .
SECTION A-A , TK OF y(/� drawing no.
SEE SHEEP 2 FOR LOCATION '> ��`R7C" c •A�`` __
4 02-21
OF REINFORCING TRUSSES 7jIPJA A A ashes 5
3 4° 1/2-X 1-3/43/4RC- '
1/2' 'X.058'
- FORMED-STEEL-
DIX I-
ST. - ---- - SELF DRILLING SCREWS - 4RUBSER
c+
w 1-1/2' MIN. _ k To
OR SEK 1' •,� p
E DIST, s 'Fo 3/16"'RIVER'STEEL RIVETS OR
W DRILLING SCREWS H
\ \ $ MULTIGRIP W/DOME AT 48'OAC. mu GRP 16- 1%DOME HEAD F Z
$P I I d AT 48.D.C. Q 0.
REINFORCEMENT (Y O p o
1/2•% 1-3/4^X.OSB' C!ry`P-
20Y1/4"DN.LAG SCREISS 1/4'DLA.LAG SCREWS FORMED SIM F54 fi
OWOOOD BU 1 AT 6'FROM ENDS WOOD SU I" AT T`FROM ENDSn
ANO 15"D.C.MAR, ANO15'O.C.tAA)614
W'STRIP ADAPTERALUMINUM SEd P ADAP1Eft0 0.o��RUBBER W'STRIPPINO W'STRIPPING Q SQ 9 F
050�J� � ,040 J Z9 l Ci
IT;.+I�.21 LS UII .534 .700 I 30B Q s€�
1.750--T7 1.780-- —:F ;
PNODUC f REVIRBD F'
BOTTOM SEAL OPTIONS wcompl)tagHi16the ftww. i
OPTION 'AOPTION 'B' b.nlleStu4r )a
AatplAareNu �GI�)2� ^
Erplcat4aa Dali—mf-"Y-".� 'n
—Woo RUCK CONNECTION TO WOOD SUBSTRATE(WOOD SPECIFIC GRAVITY SO-0.55 MIN.) m
o d
THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT "-'l
k"tof+K NA --
TO WOOD STRUCTURES.IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN ai MM1
WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. C >
FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE O G
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. ANCHOR SPACING Ix t m
ANCHORS STRUCTURE EMBED SPACING EDGE DIST,. E m G^
318-HLC SLEEVE BY KLTI CONC, 1-1 4 B' v N
J B CO11FtEX BY ELCO LIED GLO>� &_ 3-3 4 $ c
STEEL STRUCTURE BY OTHERS 3 B'DYNABOLT BYBY fIW CONC. 1-1 2 2�1°2 I � p Z f9
5/16"x 1-5/8" MUST SUPPORT THE LOADS IMPOSED 3 8 POWER-BOLT BY P ERS CONC. B' 1
LAG SCR S BY DOOR SYSTFTJ 3 B SLEEVE-ALL B1' SIM ONS GONG 1-1+2 8' 3' 1 v
AT 12'O.C, CONCRETE 1'c-JDOO PSI MIN.
5/16'DL4 BOLTS C-00 GROUT FILLED BLOCK f m-2000 PSI MIN. r p 2 r
_ WITH WASHER&NUT
WOOD BUCK CONNECTION TO MASONRY AT 12'Q.C.MAX.
�.' EDGE DIST, 1 9
PRESSURE TREATED 2X0 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC.COLUMN WITH a:G
1/4'ULIRACON BY'ELCO'WITH SPACING OF (;• 3s
12'O.C. INTO GROUT FILLED BLOCK WALL,WITH 2-1/4"MIN. EMBED �+
13'O.G INTO 3000 PSI CONCRETE.WITH 1-3/4•MIN.EMBED 1-1/4'X 2-1//2'X 14 GA o P
2-1/2"ADN.EDGE DISTANCE 1 1-1/2' 1-1/2° CONT.STEEL AtiCLE
t/4"TAPPER BY'POWERS'WITH SPACING OF 12 OA.CAW.STEEL GDR a
11'O.C. INTO GROUT FILLED BLOCK WALL,WITH 1-1/2'MIN.EMBED MT BRACKETS t3'LONG 2-1 B'X 1'X 14 GA
13°Q.C. INTO 3000 PSI CONCRETE,WITH 1-3/4" MIN,EMBED 1/16'Y.2-1/2 AT 12"O.C.IN DOOR OPNG.
GAL.STEEL TRACK
3'LIIN. EDGE DISTANCE FILLE,T WELDS
AT 12'O.C.MAX. AT NE O.C.ABOVE DOOR OPNC. FASTENED.4 TRACK PLATES >i
3/8'CONFLLTf BY'ELCO'OR a�Nv/ CONNECTED TO CONT.ANGLE B (2� 1 S-20x5/8'TRUSS MD.
3/8"LOT BY'ITV WITH SPACING OF _ W/(3)SPOT WELDS AT EACH SIDE SLOTTED S.&LOCK NUT mf„ -
2S'O.C. INTO 3000 PSI CONCRETB,WITH 2-1/2"MIN.EMBED 0
3'MIN. EDGE DISTANCE ,C6ONTINLITUS ANGLE TRACK FIF 1't.SF TRACK COHnNUOUS_ANGLE TRACK
_J/B'_HLC SLFEYE_BY_'HILTI'WITH SPACING OF TO WOOD BUCK TO STEEL TO CONCRETE AND FILLED BLOCK '+U
10'O.C. INTO GROUT FILLED BLOCK WALL,W1TI{{ 1-1/4' -MIN. EMBED,4°MIN.EDGE DIST.
15'O.C. INTO 3000 PSL CONCREIE,WITH I-1/4'MIN, EMBED AND ALT RNAT TRACK INSTA LATION
2-1/2"MIN.EDOE DISTANCE
PREPARATION OF JAMBS BY OTHERS
FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY z '0, 2
ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED - 7
13Y DOOR SYSTEM, I
FOR DOOR REPLACEMENT IN REBOFlT BUILDINGS WITH NO ENGINEER OF ►'T .—W--
RECORD, DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY 4 1 BT ,��.V��
BURTT:OP drOWing no.DINO OFFICIAL UPON INSPECTION. ` ^i r1 r1
MAXIMUM EXTERIOR(+)LOAD PER JAMB o(1GAB' X 82 PSF)/2- 291 Lba par Ft. A/A�u''tfQ��e�
MAXIMUM INTERIOR(-)LOAD PER JAMB- (16,10' x 44 PSF)/2-355.5 Lbe per FI. �A.({fll I 1111 B7fie6140f_5
e
*.PLASTIC COMPLIES WITH sa
- fDOOR PANEL CHAPTER 26 OF FBC iY '
�z4 CA.(.024)STEEL MIN. SEE EVIDENCE PAGE °
n
1.705 5.715
7/15'VA.WASHER 1.144 y`• r(
a S`
h
Q5 x 3/a-SMs 21 3/4" �•—.MAX, .eoo 0'&
/'ti (i t q 3/5"FROM ENDS Y(pN V11D7H .176^ �- O a a
(\A/} 11 jail 1 AN 7"O.C.MAX. k EXTERIOR FRAME * INTERIOR FRAME yj a
1/5^ RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION
N
(4)#41X 31+-SMs 'r = . O MAX.
n 1-3/8"PROM ENDS r i \d D.L.O. /• J�
'I AND 8-1 2-D.C.W.
t Ilii�..� i1 `J 8
I I I 175 X .062 DEEP
GROOVE T _
g _
�
1/4-POIYtAR0VAM LEXAN PL7311CS'
NOA 015-0915.03 TWC
0rn w N
1
1111 I y� pf S: { V O
i i�'
!i i 175 X.062 DEEP _
GROOVE '" w
�- - c� �D
lil• i[ �C-' W O
' I ' EL TION1' (4) -5 X 3/4"SMS
—013/5-FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL OWS c
rOoap411ndwtlblbepwy, }a"
1 , r AND 0-1/2.O.C. &M. WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTIONI it
4WdlnXGde
` !i! �+ h�ceylulirtta O �J2,
l - #5 X 3/4-SMSGlplhc4"twlp ���p
�`'� I j•I 7 O 3/5-PRoM ENOS 175 X.00 DEEP IWX "-t*ad 9
AND 4-112*O.C. . _ .....„ -GROOVE. i�i� �•,,^, Mo.ii S i
ti/ C` I I f1L5:MW, stw'4nCcnbN �a G�i3.-
�� X 3/4-SMS ' `l A
3je FROM ENDS
AND 7-D.C.NAX. _ - _ _ _ _ �W.••�GEN -r.,' �r�r
716-DIA WASHER a `• r - - - _ - _ ` 692 J � �' }i
DOOR PANEL v- EXTERIOR pj
24 OA(.024)STEEL MITI. 1S/10-MIN. I.
- U TATu OF 02-2 no,
DODR PANEL D. OPO. M J �y
24 GA B
(.024)STEEL MIN, GV21Na RE iii '1' 02-2
WINDOW WA)lHIt AL1.. %``t�1�'--��` 0fieet 5 of 8
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