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MIAMI•DADE MIAMI-DADE COUNTY
SMIM 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 (NOA) www.miamidade.eov/economy
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,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 Jayad 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
LABELLING: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 Oficial.
This NOA renews NOA#14-0814.10 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.15-0304.01
M1AM1•DADEcouNTY Expiration Date:July 21,2020
Approval Date:April 23,2015
t94�llil�Is Page 1
' 4
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No.02-21,titled"24 GA.Roll Formed Steel Sectional Garage Door",dated
09/10/2002,with last revision J dated 11/07/2014,sheets 1 through 5 of 5,prepared by Al-
Farooq Corporation,signed and scaled 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.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.RETI-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 tinder 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 tinder 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 tinder NOA#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.
6416f K
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No. 15-0304.01
Expiration Date:July 21,2020
.Approval Date: April 23,2015
E-1
DAB Door Company,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 NDA#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 11/10/2011 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 G 155 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,Fate 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 5"edition(2014)FBC and no financial interest
issued by Al-Farooq Corporation,dated 05/13/2014,signed and sealed by Javad Ahmad,P.E.
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No. 15-0304.01
Expiration Date:July 21,2020
Approval Date:April 23,2015
E-2
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 l'o,GALV. STEEL CENTER HINGE ��0 `� STEEL PLATE WITH ONE 5/16-18 MS W/NUT OPTIONAL DOOR VIEWER W/ (4) 014 X 5/8"SMS � -FASTENED TO END STILE WITH TO BE INSTALLED ATWITHOUT DELRON SLEEVE(STD.) SEE SHEET 3 FOR TOP DRILLING SCR ONSANY CENTER STILE 7-1/2"X 3"X .071"GALV. STEEL
p END ROLLER HINGE '� 00 CENTER STILES G v
W/(6)014 X 5/8"SMS T SEE SOH. 'A' r w A 04
• WITHOUT DELRON SLEEVE (STD.) i _ F'• ¢
WITH DELRON SLEEVE(OPTIONAL) p --- ------- - - - --• Q a N
p 7-1/2'x 2-1/4"x .071' LOCK
\ '--- — — — I -- O W
CALV. STEEL CENTER HINGE
W/(4) 014 X 5/8'SMS ___ ____ IL
p 2/DOOR ' I
WITH DELRON SLEEVE (OPTJONAL) ``` O n
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p I W X .15 Tr{K. IATCH. 0¢>m
I " - - - - - _
CENTER HINGE 11 STANDARD LOCK
SPRING LOADED SLIDE BOLT(BOTH SI0�5
1 I I aa0
aap��
` FASTENED W/(4) 014 X 1/2'S.M.S.
``--__-5/8"LAIN.LOCK ENGAGEMENT �` ;
CONFORMS TO SECTION 1008 REGARDING -- --- __
GARAGE DOORS -•- -- 0 Q N d
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La, m o a o o w.158 DIA. CALV.AIRCRAFT TYPE p � 1 _ 1' o U o€i r ~CABLE &N I SA ETY SLEEVE � n I A B b rn -----�
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2-3/4-W X 5-5/8•H X .090'THK.II 1 '1 ' _ � - - -- �- -__
STEEL PLATO, 1-3/8"DEEP 1 =�=- , --_ �
WITH (3) 014 X 3/4" �U p ` p f,' _.. -_- - -___- _.___._-. •--_ - -�----_ M
SELF DRILLING SCREWS ��� � Ij `J _---. 1J V' W tales
BRACKET BRACKET -__ ° a
\STD. LIFT DOOR LOW HEADROOM I i
--- DOOR 1.1
OPTION H Z rn e
TOTAL 0 OF w
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DOOR U'BARS A7 OI p I
HEIGHT CONSISTS OF FACH DOOR 7-7/8"X 3-1/8" X.010" OPTIONAL VENTS
s'-s' 2 secnONs le'2 SEeno`Ns 2i' -STEEL PLATE " TIONAL FLUSH FACE
_.
(3) 5 WIDE AT 7 O.C. MAX.lAAXI � O�La0 vv'i
e'-9' 1 SECTION 18' 3 SFCTIONS 7.1 WITH (4) 014 X 3/4"SOS OPNG.AREA NOT TO EXCEED 120 SO. IN. WOOD GRAIN DESIGN L__A J O Z
_-. _ _.._._-._......_ MAX. DOOR WIDTH I
7' <SECTIONS 21'- __....__._-_- 16,_2" ....-. --. C]V7 Z¢ n
7'-6' S SECTIONS 18'- CENTER STILE rH
OORS INC. CO J
INSIDE ELEVATION a a a
7'-9' .4 SECTIONS IB'1 SECTION 21' ne Mastery Madel 824/811 N O Z
oursloE RAISED PANEL EMBOSSED DOOR
B' '3 SECTIONS 18.2 SECTIONS 21' iZC 18'-2" x 18'-D" High8'-J- 2 SECTIONS 18'3 SECTIONS 21` HANDLEr�T
END STILE indow Lite Option
8'-6' 1 SECTION 18' 4 SECTIONS 21' 014 X3/4"SELF DRILLING SCREWS MAY BE USEUB'-9' S SECTIONS 21'- IN LIEU OF 014 X S/B"SMS9' 6 SECTIONS 1B'- R GUIDESI � DESIGN PRESSURE RATING = + 36.0 P11-3' 5 SECTIONS t8'1 SECTION 21" aD ON END STILE ---- - 44.0 PSF_9;-6' 4 SECTIONS IB'2 SECnONS_21' 014 X 5/8"sMs iH15 PRODUCT IS RATED FOR LARGE MISSILE IMPACT GENERAL NOTES a v,9'-9' 3 SECTIONS 1B"3 SECTIONS 21' ortO' 2 SECTIONS 18.4 SECTIONS 21' OCK BAR I. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 10'-3' 1 SECTION 18" 5 SECTIONS 21' Q RACK REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC) FIFTH EDITION(2014) 3 3 3
2S ON EACH SIDE OF DOOR INCLUDING HIGH VELOCITY HURRICANE ZONE HVHZ. u a u u u
10'-6' 6 SECTIONS 21',- ( )
CENTER STILES SCHEDULE'A' �+
10'-9' 6 SECTIONS 18';I SECTION 21' /� 2. ANCHORS SHALL N AS LISTED, SPACED AS SHOWN ON DETAILS. s
OUTSIDE KEYED L� CENTER STILES CONFIGURATION
11' S SECTIONS 18 .2 SECTIONS 21' ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
11'-3' 4 SECTIONS 18':3 SECU Ns 21' OPTIONAL DOOR WIDTHS A OF CENTER STILES DRESSING OR STUCCO. a
I1'-8' 3 SECTIONS iB'4 SECTIONS 21' LOCK BAR LOCKING SHOWN 8'-0'TO 9'-10' 2 3, ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL ••
Ii_ 2 SECTIONS 1B'S SECTIONS 2t' ':
ALTERNATE TO 10'-0_TO I1'-10' _ _2_. 4, ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN c p1 p a
12' 1 SECTIONS 18.6 SECTIONS 21' - SPRING LOADED SLIDE BOLT - --' - 12'-0'TO 13'-10' 3 THESE DETAILS ARE NOT PART OF THIS APPROVAL. G v o c c
12'-3' 7 SECTIONS 21'- LOCKS SHOWN ABOVE I` g'-0'To 9'-10' 14'-0'TO 15'-10' - ___4 5. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. .v o
12'-6' 6 SECTIONS 1B'2 SECTIONS 21' DOOR WIDTHS 15'-11'TO iG'-2' S -- - --
12'-9' 5 SECTIONS 1B'3 SECTIONS 21" DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA I 0
13' 4 SECTIONS 18'4 SECTIONS 21' _ _ BUILDING CODE,TAS-202,TAS-201 &TAS-203 FOR HVHZ AND JI ,
13'-3" 3 SECTIONS 18'5 SECTIONS 21' �I�����1j ASTM E1886-05/ASTM EI996-09. -- _
t3'-6' 2 SECTIONS IB'6 SECTIONS 21" ®� � "� Eng,:JAVAD AHMAD o -p
_13'-9' 1 SECTION 18" 7 SECTIONS 21' 1 ICML PRODUCT RENEWED
14' 8 sccnONS 21'- - I- FLA.PEA 70592 r�lb0 wmthe T a x
14'-3' 6 SECTIONS IB'J SECTIONS 21' 10'-0"TO 11'-10' I �. 14'-0"TO 15'-10" C.A.N. 38 �1d5'IS C�oh n c
14'-6" 5 SECTIONS 18"4 SECTIONS 21' DOOR WIDTHS POOR WIDTHS p1�IG6 TQp/ .O( o n
14'-9' 4 SECTIONS 18'5 SECTIONS 21'
15' 3 SECTIONS 18'6 SECTIONS 21' ® ® ® ®
1521
'-3' 2 SECTIONS 18'7 SECTIONS ' r2015
drawin no.
I5'-6" 1 SECTION IB' B SECTIONS 21' Rndm CON.1 02 9 21
1Fi 6, 9 SECTIONS 21"- I 12'-0"TO 1J'-10' -�� I 15'-11"TO 16'-2"
16' 6 SECTIONS 18-14 SECTIONS 21' DOOR WIDTHS DDDR WIDTHS sheet 1 of 5JI
24 GA.STEEL PANEL-
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FLAPS BENT OVER PANEL
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.055'X 2-1/4"X 3/4'X 2' p N m C
-- GALV.STEEL U.BAR REINFORCING TRUSS
® BOTTOM OF PANEL TRUSS FASTENED TO I Q W In
VERTICAL INTERMEDIATE STILES W/TWO _ _ I {L Z Ln raj
RI4 X 5/B'S.M.S.AND TO END STILE ,1
W/FOUR X14 X 3/4"SELF DRILLING S. Q W S
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m - - 21 a" .C. 00
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1ST SECTION (BOTTOM) INTERMEDIATE SECTION TOP SECTION € O cD
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OPTIONAL STOP MOULDING OI_
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STEEL TRACK BRACKET FASTENEDBY INSTALLED IN
SECURITY HARDWARE'
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TO WOOD JAMB WITH _ p 14 X 5/8•SMS 3/4"x 2" X 2-1/2'%.049" STEEL9/16"
J _
9 9/16"/16" DIA. HOLES IN CENTER STILE
END STILE,CONNECT TO PANELS WITH
--�
5/16'X 1-6/B'LAG SCREW / 6 PER HINGE FLAPS AND(5) OR(6)3/16'ALUM RIVETS POSITIONED AT EYE LEVEL
(FULLY THREADED) SEE DETAIL ABOVE
HEX WASHER HEAD TYPE A 1/2'X 1-3/4' X. .058'FORMED STEEL
ONE PER BRACKET -GLUED TO PANEL AND SECURED TO ANCHORS AT TRACK BRACKET*
END STILE WITH (4) 3/16"POP RIVETS �1 3/8'DIA POWER-BOLT BY'POWERS' ,4
SOUTHERN PINE e° GE
1-7/8'X 2-5/8"X .049'STEEL. DIS�ANCE I A) 2"MIN. EMBED INTO CONCRETE(3000 PSI MIN.) o$ F r
0.55 S. �� rrCENTER STILE,GLUED AND RNETED I 2" MIN. EDGE DISTANCE w w
-CENTER
PANEL W/(4)3/16"RIVETS 3/16• 3S 33
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°1- POP RIVETS � � D1_3/16 a/B'DLA. HLG SLEEVE BY'NILTI'
14 X 5/B'S.M.S.
DIST. I 4/HINGE . j, 8) 1-1/4"MIN. EMBED INTO CONCRETE OR FILLED BLOCK u
__ 2-1/4"MIN. EDGE DISTANCE INTO CONCRETE
I I - 1 I 4" MIN. EDGE DISTANCE INTO FILLED BLOCK
�1-3/16'1 = _
PPPPPP CONCRETE f'c = 3000 PSI MIN. c d
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C-90 GROUT FILLED BLOCK f'm = 2000 PSI MIN. N 6ANCHOR TYPE A OR B1.9"%EELTR 3.3"% .090"KETS STEEL TWICK BRACKETS-� I I I I I PER BRACKET
SEE SHEET 3 FOR SPACING SEE SHEET 3 FOR BRACKET SPACING
L Engr:JAVA'AHMAD RIODI1CiRENEW�D I i
1 CM
FLA.PE 705'2 IOOR®IM1Alhafh/Fd6 I
1/4-20 SS BOLT CA.N. 38 gmtyry
7-1/2"x .oso'JINTERIOR SIDE 7'1/2" X '071" &NUT N' 9 b
GALV. STEEL END ROLLER HINGE
STSTAEFL TRACK CENTER HINGE 1.82" DIA.% .50"STEEL ROLLERS(STO.) M 0 _O'F3 M drawing no.
u GA.x z-1/6'x r•(STANDARD)
12 GA. x 3-5/16'X 1-1/2"(OPTIONAL)_ 7/8"PUSHNUT 1.82"DIA. X .50'NYLON ROLLERS (OPTIONAL)
FASTENED TO TRACK PLATES INSTALLED ON ROLLER SHAFT 2.75"OIA. X.50"STEEL ROLLERS (OPTIONAL)— OZ--Z
W/ 1/4-20 X 5/8"TRUSS NO. 2.75"DIA. % .50" NYLON ROLLERS (OPTIONAL) Sheet'z of FJ
SLOTTED M.S.&LOCK NUT SECTION 8-B WITH 5"STEM �
1-1/2'X 1/2"X 1/8'HORIZ.ANGLE �f rIm
POP RIVETS 5/16"X 1-5/e"LAG BREWS INTO WOOD OR HORIZ.TRACK SUPPORT, FOR DOOR HEIGHTS UPTO 8 FT. Iry
2" 5/116-SLEEVE ANCHORS CENTER SUPPORT REDD. ON DOORS WITHOUT INSULATION OR WINDOWS,
—.{ 2-J/d'%5-1/2'X 3"X.104" WITH 1-1 4 EMBED INTO MASONRY E%�EEDINC 8 FT. IN HEIGHT 2'X 2"X 1/8"fiORIZ.ANGLE J I
I GALV.STEEL _ /° �c1
OP ROLLER BRACKET ON EACH SIDE 3 PER BRACKET II q FOR DOOR HEIGHTS ABOVE g FT.OR o
FASTENED W/(6)B 14 X 5/8'S.M.S. II 1 DOORS WITH INSULATION OR WINDOWS Z nw
SPOT WELDED TO HORIZ.TRACK
14 CA.CAW, STEEL ADJUSTABLE 2_1/2•X 4-1/4"X 13 GA.STEEL PLATES WITH TWO WELDS AT 1-1/2"APART W
SLIDE FASTENED TO BRACKET WELDED TO 1-1 2"K 1-1/2"X ST GA. ANGLE -- A J FIRRST AT 3'O.C.,REST AT 9'O.C.
W/5/16-18 X 3/4"HEX HEAD / CONNECTED TO fIAG BRACKET ANGLE E
M.SCREWS&NUTS. FASTENED TO TRACK - -- W/3/8-16 X 3/4"BOLT&NUT G 00
WITH (4) 1/4-20 SS. DOLT&NUTS - -- HORR.TRACK LENGTH = OPENING HEIGHT PLUS 12° AND TO SPRING SHAFT GUIDE WITH 0
TOP BRACKET - - (2) 1/4-20 X 5/8"BOLT&NUT
(STANDARD) TOP BRACKET ..---- �10.
(oPnONAL)- 0 O n
- LOW HEADROOM DOOR 14 CA CAW. STEEL TRACK 0'R M o
HORIZONTAL REINFORCEMENT
K
IIIr1/2'% 1-J/4'%.OStl'FORMED STEEL II VERTICAL TRACK 0 0 1- .°iGLUED TO PANEL AND FASTENED TO III111 2-1/8'X 1'X .080" 0 e7 m
VERTICAL snLEs WITH 2-X 5-1/2'X .104' SECTION A-A
(2) 3/16'POP RIVETS GALV.STEEL ` Q W�''� 6!
FASTENED W/(4)S 14 X 5/8'S.M.S. _ LL 2 U)-°n
TOP ROLLER BRACKET FOR V M 3
LOW HEADROOM DOOR OPTION DOOR • SECTION HEIGHTS BRACKET PLACEMENTS lNV
IIORIZONfAL REINFORCEMENT
I/2"X 1-3/4"X.058'FORMED STEEL HEIGHT IST 2ND 3RD 4TH 5TH 81 B2 B3 B4 I 85 86 87 98 _ L1
GLUED TO PANEL AND FASTENED TO 6'-p^ 18" 18" 1B" 18"N/A 1"7_0_2"11-J/4" 23" 34" 45" 56" 67" - c
VERTICAL STILES WITH - a
(2)3/16"POP RNETS 6'-6` 21 18" 18"21"N/A 1_TO 2".11-J/4" 23" 34" 45" 56" 67" _
5/16^MEETING RIB 7'-0" 21"21"Ti'21"N/A 1' 10 2";11-3/4" 23" 34" 45" 56" 67°
PLASTIC/STEEL ROLLERS 1- T-6' 18 -1 B" 18` 18 16 1" f0 2`11-3/4" 23' 34" 45" 56" 67" 78-1/4'
- x ___) 8'-0" 21" IB" 18" 18" 21 1"TO 2'11-3/4 23" 34 45" 56" 67" 78-1/4' 00
1.82' DIA. %.50" cv
�W/.44 DIA.X 4-1/4"STEM =w '-SECTIONS ARE NUMBERED STARTING AT THE BOTTOM o n
x FOR DOORS MORE THAN B FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10"O.C. uj
OPTIONAL INSULATIONS: z w j�'
BY'DYPLAST PRODUCTS LLC' 1E 0 Cd
EPS-EXPANDED POLYSTYRENE o a m 1.9'X 2.19^%3.J"% .090' j _ ' (3I=-Uj N
DENSITY= 1.05 PCF _
N.O.A.�J71-0926.07 STEEL TRACK BRACKETS / I co W 'n
OR m 2-3/16"HIGH 8 �DID 1
_ 150-25 POLY-ISOCYANURATE I CONNCCTCD TO TRACK WITH
DENSITY-2.0 PCF ) 1/4"BOLTS&NUTS. / - O
-""- —N.OA.N11-0926.06
OR �T�l / O I o
,. BY
DENSITY
=FOAM NORTH AMERICA' j / .m m J
_ DENSITY= 1.12 PCF --- Q N Q �y
OR
N.O.A.a10-1129.04 m / I NJ Q
AY'INSuSLOAM_,LLC_
DENSITY-0.92 PCF
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_ N.O.A.X14-0311.00 / w
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14 GA.GALV.STEEL
® \ROLLER HINGES FASTENED �
W/(6) y 14 x 5/8"SMS m m s o
_ MIN. .024"ROLL FORMED STEEL PANF.1 1 g
DRAWING QUALITY G-40
MIN.YIELD STRENGTH=39 K51
-" WITH PRIMER AND BAKED-ON
POLYSTER PAINTED TOP COAT TRACK CONFIGURATION v z u,C:=m
APPLIED TO BOTII SIDES OF STEEL
d Ai
a c �-
N r°
5 °
VERTICAL LIFT HIGH Ll STANDARD LIFT LOW HEADROOM 0
DOUBLE TRACK .
12 GA.GALV, STLEL
BOTTOM BRACKET FASTENED V I TRACK OPTIONS „
W/(a)y 14 x s/a'SMS o a
J/ Engr:JAVAD AHMAD
GVIL PRODUCT RENEWED i
FLA.PC IT 70592 ro=0*4w"hftf1n1i8a $ I
C.A.N. 38 &AW401&
BOTTOM No
SEE SHEET 5 OPTIONS A"we"A"we" s O 0 •�� y�—��
R B N� (•,�61 drawing no.
SECTION A—A L02-21
SEE SHEET 2 FOR LOCATIONOF REINFORCING TRUSSES s3°f SJ
REINFORCEMENT f 1 m
3 "IN1/2"X 1-3/4"X.058" o
DGE FORMED STEEL
_ DIST.
SELF DRILLING SCREWS N8 X 1' o,
i 1-1/2"MIN. _ OR SELF DRILLING SCREWS Z �!
I E DIST. I I m 3/16"'RIVI:X'STEEL RIVETS OR 0 u�
MULTIGRIP W/DOME HEAD 3/16"'RIVEX'STEEL RIVETS
AT 48"O.C. MULTIGRIP W/DOME HEAD a f N
3N W
I\ REINFORCEMENT AT 48'D.C. O 0
1/2"% 1-3/4"%.058 0 fu
\\ FORMED STEEL
1/4;DIA.LAC SCREWS I 1/4"DIA.LAG SCREWS O O �0 li;
W000 B�K 1 2BY �'AT 6"FROM ENDS WOO2.D BU �I; �-AT
6"FROM ENDS
AND 15"O.C. MAX. 1 AND 15"O.C. MAX.
L W'STRIPAAAPTELUMINUM STEELW'STRIP ADAPTER 0 IL Q Q
r DCC
RUBBER W'STRIPPING RUBBER W'STRIPPING Q 2 3
05 N
0
348
I I l
I I 1.750--�
0
BOTTOM SEAL OPTION;
OPTION 'A' OPTION 'Bm
WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG=0.55 MIN.) uj n
THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2%6 SYP WOOD BUCK ATTACHMENT vUWi Q J
TO WOOD STRUCTURES.IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN
WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE.
FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE ------ •- -- - Z F-N
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. ____ ANCHOR SPACING w w
ANCHORS STRUCTUREEMOEO SPACING EDGE GIST.
3 8B"HLC SLEEVEBY'HILT],_ CONC. 1-1 4 8° 2" - N n
3/8"CONFLEX BY 'ELCO'___FILLED BLCCK " 8' 3-3 4" O 3 N
3 8"DYNABOLT BY INT CON_C.__ 1-1 2 8' 2-1 2" O Z= N
STEEL STRUCTURE BY OTHERS 3 B POWER
-BOLT OY POWERS CONC__ _. 2" 8" 2" o O Q
5/16'X 1-5/8" MUST SUPPORT
IRE LOADS IMPOSED 3 8 SLEEVE-ALL BY SIMPSONS'I CONC._. -.B" �3"__ phi W
LAG SCREWS / �\OR SYSTEM - m J
AT 12'O.C. / CONCRETE f'c=3000 PSI 1.11N. !� Q
C-90 GROUT FILLED BLOCK r'm = 2000 PSI MIN/
. _
5/16"DIA BOLTS
WITH WASHER &NUT
WOOD BUCK CONNECTION TO MASONRY \; AT 12"O.C.MA(. EDGE DIST. �o
PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO rl/16-
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC.COLUMN WITH1/4°ULTRACON BY'ELCO'WITH SPACING OF12"O.C. INTO GROUT FILLED BLOCK WALL,WITH 2-1/4'MIN. EMBED13'O.C. INTO 3000 PSI CONCRETE.WITH 1-3/4"MIN.EMBED 1-1/4'X 2-1/2 % 14 GANY 2-1/2"MIN. EDGE DISTANCE 1-1/2CO STEEL ANGLEI/4'TAPPER BY'POWERS'WITH SPACING OF 12 GA CALV.STEEL11"O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/2'MIN. EMBED FLAT BRACKETS t3'LONG 2-1/8'X I"X 14 GA13"O.C.INTO 3000 PSI CONCRETE,WITH 1-3/4"MIN.EMBED X 2-1/2' AT 12"O.C. IN DOOR OPNG. 'ALV.STEEL TRACK
3°MIN. EDGE DISTANCE FILLET WELDS-- AT 1B"O.C.ABOVE DOOR OPNG. -FASTENED TO TRACK PLATES
AT 12"O.C. MAX. CONNECTED TO CONT.ANGLE W/(2) 1/4-20%5/B"TRUSS HD.
3/8'CONFLEX BY'ELCO' OR SLOTTED M.S.h LOCK NUT y
3 B'LDi BY'ITW'WITH SPACING OF W/(3) SPOT WELDS AT EACH 510E c y n
2J"O.C. INTO 3000 PSI CONCRETE,WITH 2-1/7"MIN.EMBED CONTINUOUS ANGLE TRACK w opo a
3"MIN. EDGE DISTANCE CONTINUOUS ANGLE TRACK REVERSE TRACK TO CONCRETE AND Fit I ED BLOCK
3/8"HLC SLEEVE BY'HILTI'WITH SPACING OF TO W000 BUCK J9 STEEI. o
c _
10"O.C.INTO GROUT FILLED BLOCK WALL.WITH 1-1/4'MIN. EMBED. 4"MIN. EDGE DIST.
15"O.C.INTO 3000 PSI CONCRETE.WITH 1-1/4"MIN.EMBED AND ALTERNATE TRACK INSTALLATION g
2-1/2'MIN.EDGE DISTANCE
Erg,,JAVAD AHMAD e c
OWICT RENEWED
PR1
PREPARATION OF JAMBS BY OTHERS CIVIL ^ I
FLA.PC�70592 d�1➢f�Y wVlL 1�6 F'6oLi0e I I a
FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY C.A.N. 538 BdWhaeODda
ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED Aaeopl.NO /- E° '
BY DOOR SYSTEM. 0_7T/YT.IZO_71_l �J 'L'1
FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF --�
RECORD, DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY BY r drOwing no.
BUILDING OFFICIAL UPON INSPECTION. r1D15 AooMCa1M
G � 02-2�
MAXIMUM EXTERIOR(+) LOAD PER JAMB= (16.16' X 62 PSF)/2 - 291 Lbs per Fl.
MAXIMUM INTERIOR(-)LOAD PER JAMB = (16.16'%44 PSF)/2 =355.5 Lbs per FL. �5 eet 4of cj
.SOD
* PLASTIC COMPLIES WITH
DOOR PANEL CHAPTER 26 OF FBC
24 GA.(.024)STEEL MIN. SEE EVIDENCE PAGE Z
F
N
1.765 1.725
N
7/16-DIA.WASHER d @ m
1.144
�0
GG 'T I-
fJ8 X 3/4"SMS 21 3/4" I�—.800 a 0 w °
t t a 3/8"FROM ENDS MAX• .176
tl III '+ Il AND 7"O.C.MAX. WOW.WIDTH o
EXTERIOR FRAME * INTERIOR FRAME h a o
li I I 1 1 tw 18 1/8" RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION 3 a
I I + l (4)#8 X 3/4"SMS `.t•!_ - o MAX. o
I I I+ I ® 1-3/8"FROM ENDS 13 J O.LO, LL Z m f `r l
AND 6-1/2"O.C.MAX.
L i A
+I I .175%.062 DEEP
,III GROOVE
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(4)ys X 3/4'•SMS INSIDE ELEVATION a
m I-3/a"FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS 6- 2
/"O.C.
t
AN 1 MAX. z
+" WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION
I #8 X 3/4"SMS C) °
CBS I +I+ I 1 ® 3/8"FROM ENDS .175% .062 DEEP
I j AND 4-1/2"O.C.MA%. GROOVE y o
#8 X 3/4"SNS r----�
0 3/8"FROM ENDS _-_-
ry
AND 7"O.C. MAX. PRODIIGI RENEWED o 0
_ _- - _ _ Engr:JAVAO AHMAD
_ _ _ _ _
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NtlAt<1L ;
-7/16"DIA WASHER I � - - - - - - - - - - - - - - - FLA.PE 1 705 2 Dl+ddiq CbAe $ I ,•
CAN.3538 u`"�
Aompl�loe N° � •, c o
DOOR PANEL I EXTERIOR NH
24 GA. (.024)STEEL MIN.
DOOR PANEL I 16/16"MIN. O.L. OPG. o e15
f4�C4C�0� drawing no.
24 GA. (.024)STEEL MIN. GLAZING BITE rT rT�I
WINDOW WIDTH OL^G
sheet 5°f 5