HomeMy WebLinkAboutProduct ApprovalProduct Approval ' ® �V
JJ:0�D�3
I� D FOR-
CODE COMPLIANCE
M CAM I•DADE �+ C ST■IBOCC
VIE ® TY MUM-DADE COUNTY
( � PRODUCT CONTROL SECTION
24 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.gov/economy
DAB Door Company,Inc.
12195 NW 981b 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 PSI+)
APPROVAL DOCUMENT:Drawing No.02-21;titled"24 GA.Roll Formed Steel Sectional Garage
Door",dated 09/10/2002,with revision L dated 10/03/2017,sheets I through 5 of 5,prepared by AI-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.
NIISSILE IMPACT RATING:Large and Small Missile Impact Resistant
LABELING:A permanent label with the manufacturer's name or logo,manufacturing address,model/series
number,the positive and negative design pressure rating,indicate impact rated if applicable,installation
instruction drawing reference number,approval number(NOA),the applicable test standards, and the
statement reading`Miami-Dade County Product Control Approved' is to be located on the door's side track,
bottom angle,or inner surface of a panel.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for
sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of
this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida, and followed by,the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done
in its entirety.
INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA#17-1018.12 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as
well as approval document mentioned above.
The submitted documentation was reviewed by Carlos M.Utrera,P.E.
NOA No.20-0107.06
MIAMI•DADE COUNTY Expiration Date:July 21,2025
�IKWAI•I, , 7 �Zp Approval Date:March 5,2020
02 Page 1
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Evidence submitted under previous NOA's
A. DRAWINGS "Submitted under NOA#17-1018.12" _
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.
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#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 urricane Engineering&Testing Inc,Report No.HETI 03-T078,dated 10/31/2003,
signed and sealed by Rafael E.Droz-Seda,P.E.
"Submitted under NOA#03-0210.04"
7. Test report on Salt Spray(Corrosion)Test per ASTM B 117 of a painted G-40 steel panels,
prepared by Celotex Corporation,Test Report No.258592, dated 08/17/1998,signed by W.A.
Jackson,P.E.
C. CALCULATIONS "Submitted under NOA#14-0814.10"
1. Anchor verification calculations prepared by Al-Farooq Corporation,dated 09/22/2014 and
07/24/2014,signed and sealed by Javad Ahmad,P.E.
o�/ 7 V
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No.20-0107.06
Expiration Date:July 21,2025
Approval Date:March 5,2020
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 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 11/10/2011 and expiring on 01/11/2017.
4. Notice of Acceptance No. 11-0926.06,issued to Dyplast Products,LLC,for their
Dyplast ISO-CI 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 I.Ghia,P.E.
8. Test Report on Self-Ignition Temperature Test,Rate of Bum 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 51 edition(2014)FBC and no financial interest
issued by Al-Farooq Corporation,dated 05/13/2014,signed and sealed by Javad Ahmad,P.E.
ei1271�� .
Carlos M..Utrera,P.E.
Product Control Examiner
NOA No.20-0107.06
Expiration Date:July 21,2025
Approval Date:March 5,2020
E-2
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUB
2. New evidence submitted.
A. DRAWINGS "Submitted under NOA#17-1018.12"
1. Drawing No. 02-21,titled"24 GA.Roll Formed Steel Sectional Garage Door",dated
09/10/2002,with revision L dated 10/03/2017, sheets I through 5 of 5,prepared by Al-
Farooq Corporation,signed and sealed by Javad Ahmad,P.E.
B. CALCULATIONS
1. None.
C. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
D. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 17-0221.06,issued to Insulfbarn,LLC,for their Insulfbam
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 code conformance to the 6th edition(2017)FBC,prepared by Al
Farooq Corporation,dated 12/23/2019, signed and sealed by Javad Ahmad,P.E.
F. OTHER
1. This NOA renews NOA#17-1018.12.
4t r-2/7/97-6
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No.20-0107.06
Expiration Date:July 21,2025
Approval Date:March 5,2020
E-3
1 :
7-1/2-X 2-1/4-X 18 GA. -- PUSH NUT TOP RM E 5-1/2'X 2-3/4'X 0.1'. 4 V o
GAYV.STEEL CENTER HINGE 4! OPTIONAL DOOR VIEWER `^
STEEL PLATE WITH ONE 5/18-18 MS W/NUT
TO BE INSTALL ED �+
W/(4) 014 X 5/8'SMS � �1 FASTENED TO END STILE WITH
AT
I I
O WITHOUT DELRON SLEEVE(STD.) 1 �.� 1 (6)$14 X.7/4 SETF OIOWNG SCREWS ANY CENTER STILE
p 7-1/2"X 3'X.071 GALV STEEL f SEE SHEEP 3 FOR TOP BRACKET OPTIONS m
END ROLLER HINGE I I PRODUCT RENEWED A FO_'
W/(6)J14 X 5/B'SMS'1 m® CENSER STILES as complying with the Florida .
Building Cod0 r"
WITHOUT DELRON SLEEVE(STD.) SEE SOH.'A' NDA-No. 20-0107.06
® WITH DELRON SLEEVE(OPTIONAL
7-1/2'X 2-1/4'X.071 t���__f y Expiration Bate07121/2025 I O o o a I
QALV.STEEL..CENTER HINGE LOCK W� 9
® W/(4)#14 X 5/87 SMS 2/DOOR:
p WNH DELRON SLEEVE(OPTjONT� ��` -- M171am1-Dade Product Cordrol �'O +` ! i
a1 o2�j
W X.15-THK,LATCH�� <N 'r
CENTER RING E STANDARD LOCK 11 O ppJi m¢ f
i1 SPRING LOADED SLIDE BOLT(BOTH SIOy� �.
FASTENED WJ(4):(T14% 1/2"S,M•S. 1` o m
5/B'MIN.LOCK ENGAGEMENT \ E-2
o 2,0
CONFORMS TO SECTION 1008 REGARDING
GARAGE DOORS EIC3
.158 CIA.GALV,AIRCRAFTTYPE ° .CABLEXO I PRESS FACTOR'. �� ��W/MIN.5 TO i SAFETY FAC10R z� n ',
2-3/4'W X 5-5/8'H X..QQO'THK
STEEL PLATE, 1-3/8-DEEP t. .I. 1 —� —_ _ _ OD m
WIT}i(3)({ld X 3/4 ♦Ll ® � ��. O E� �� U
SELF DRIWNG.SCREWS
4
BRACKET' \.BRACKET
STD. LIFT DOOR LOW HEADROOM ) G.a
.. TonioF DOOR OPTION. __ __ E„ m m
DOOR 'U'9RS AT -F O rn OR
® co c'o
HEIGHT CONSISTS OF EACH DOOR 7-7/6'X 3-1./8-X.010- ,OPTIONAL VENTS OPTIONAL FLUSH.FACE I �. I -
6'-6' 2 SECTIONS 18'2 SECTIONS 21' STEEL PLATE O I.
(3) 5 NOE.AT 7'O:C.MAX. WOOD.GRAIN DESIGN L.-...A O c9 r
6'-9' 1 SECTION 10' 3 SECTIONS 21' WITH(4).#14 X 3/4'SDS' ORNG.AREA.NOT TO EXCEED.120 SQ.IN. MAX.DOOR WIDTH o O Z L o_
7' 4 SEC110N5 21 - `�` 16•_2• z 0 U) O'
T-3 CENTER STILE THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT DOOR JESTED IN ACCORDANCE WITH THE REQUIREMENTS OF RONDA rn d`fl.
r-s s SECTIONS 18'- INSIDE ELEVATION BUADINC CODE.TAs-202.TAS-201 &W-20 FOR HVIR AND � m O
7'-9' 4 SECTIONS 18'1 SECTION 21' /Sri!E76B6-05 ASTM E1996-09. '•+' .`'1,-52
OUTSIDE RAISED PANEL EMBOSSED DOOR �+
e' 3 SECTIONS 18'2-SECTIONS 21" HANDLE GENERAL NONE_
8'-3' 2 SECTIONS 18'3 SECTIONS 21' i
8'-e' 1.SWnON 1B 4.swnONs 21' END S LE DAB DOORS INC 1.THIS'PRODUCT HAS BEEN DESIGNED AND'TESTED TO COMPLY WITH THE
e'-9' S SECTIONS•Z7'- ® REQUIREMENTS OF THE 2014(5TH EDITION)/2017(6TH EDITION)FLORIDA
Hurricone Master Model 824/811 BUILDING'CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(wHz),
s' 6 SECTIONS to - LOCK BAR GUIDES Max. Size 16' 2 X 16'-0" High
9'-3' 5 SECTIONS 18'1 SECTION 21' 'INSTALLED'ON END'STILE 2 AND INSTALLED
LLED BE CORROSION RESISTANT,SPACED AS SHOWN ON DETAILS N fa
.9'-8' 4 SECTIONS 10'2 SECTIONS 21' With WiOdOW Lite OTitiDO AND PISfALLED PER MANUFS INSTRUCTIONS:SPECIFIED EMBEDMENT TO BASE
WITH(4)#14 X 5/B'SMS' MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
9'-9' J SECTIONS 1B'J SECTIONS 21' !1 C€ `� I
10' 2 SECTIONS 18,14 SECTIONS 21' ° u AST X.6W LOCK BAR 3,p LOAD DURATION INCREASE I5 USED IN,DESIGN OF ANCHORS INTO. ONLY. a w R
�" DESIGN PRESSURE RATING + 36.0 PSF
10'-3
' 1 SECTION 18' S SECTIONS 21' oo FItGAGES IN TRACK 4.MATERIALS INCLUDING BUT NOT UNITED TO S�/METAL SCR.METIiTT
6 SECTIONS 2t•_ ON EACH SIDE"OF DOOR - 44.0 PSF COME INro coNracr wrDl OTHER DIssIM6A1 i+uTERWLS SHALT.MEET THE o
10'-9'6 SECTIONS 18'7 SECTION 21' CENTER 511LE5 SCHEDULE'A' REQUIREMENTS OF THE 2014/2017 RORIDA BLDG.CODE k ADOPTED STANDPf;DS.
OUTSIDE KEYED LOCK
11' 5 SECTIONS 18'-2 SECTIONS 21' CE7{I6T ST9ES'CONFlG,URATION 5.THIS PROWLT APPROVAL 5 GENERIC AND DOES NOT PROVIDE INFORMATION
11'-3'4 SECTIONS 18.3.SECTIONS 21' .OPTIONAL - •DOOR WIDTHS- S OF'CENTER STILES FOR A Siff SPWFIC PROJECT,T.e.LIFE SAFETY OF THIS PRODUCT,ADEQUACY
it'-6'3 SECTIONS 18'4 SECTION 21 ® ®® ® - OF STRUCTURE RECEIVING THIS PRODUCT AND SfAALOIC AROUND OPENING FOR
11-9'2 SECilONS 18'5 Sf:TTONS 21• ' ALTERNATE
LEICIONQ SHOWN '8'-0'TO 9 10 2 WATER INFlLTRADON.RESISTPNCE ETC: 6i '
ALTERNATE TO 10'-0 TO 11 TO' 2 CONDMONS NOT SHOWN,IN 7HIS DRAWING ARE TO BE ANALYM'SEPARATELX o o dM12' 1 SECTIONS LB'5 SECTIONS 21" SPRINQ LOADED SLIDE BOLT 12'-0 TO 13-10' a AND TO BE'RENEWED BY BUILDING OFFICIAL m'-s' e'-a'To 9'-10' 14'-o TO 1s-10' 4 S.MANUFACTURER'S LABEL SHALL BE LOCATED ON A�RMILY VISIBLE LOCATION S o12' 6' 6 SECTIONS 18'2 SECTIONS 21' 15'-11'70 16'-2' .5 IN ACCORDANCE WITH SECTION 1709.9.3 OF E7.ORIDA BUILDING CODE E"
12'-9' 5 SECTIONS 18"3 SECTIONS 21.' DOOR WIDTHS 1 11111 1.11117, y.
LABELING TO COMPLY WITH SECTION 1709.9.2. i
13' 4 SECTIONS 1B'4 SECTIONS.21' -`1*V 77jI o Q
13'-3' J SECTIONS 1B'S SECIIONS21' /RODDGI'AEVLP�4 ® ® ® ®® ® ®® ® F14%3/4'SELF'ONWNG SCREWS13'-6" 2 SECTIONS 19'6 SECTIONS.2T' wNb�e F'fodih gE USED13'-9' 1 SECTION I8' 7 SECTIONS 21' Cd� .# /EU OF 14%�5'e'SMS
14' 8 SECTIONS 21'- pcpjp¢ TZ (0( IZ ��
A 1VO 10.'-0'TO 11'-10'.. 14'-0'TO 15'-10' 0. 592 I
W-3' 6 SECTIONS 10"3 SECTION$21' ICip4�iAr Dare V Z' DOOR WIDTHS ODOR WIDTHS = -
14'-C 5 SECTIONS 18'4 ONS 21'
14'-9' 4 SECTIONS AW 5 SECTIONS 21'
IV 3 SECTIONS 18'6 SECTIONS 21' 1?eui1lK ® � ® III III® ®® ® ®® III III ® El+.�t 43'J J��1 6TA OF + Q/ droWing 00,
15'-3'2 SECTIONS 18'7 SECTIONS 21' LEI I AS'.ORIOP•••' ��� 1
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24 C,A.SSTEEI.PANEL 4 U o
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NOA-No. 20-0107.06with the Florida 4�I�u
1/2"PUNCHED HOLES l NC O C
O 4'O.C. 77
07l21/202s
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VERROAL INTERMEDIATE STILES W/1WO 1 w
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LE - - r htirr J.�a m. .
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1ST SECTION '(BQTTDMT INTERMEDIATE SECTION TOP SECTION
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STEEL TRACK BRACKET FASTENED' BY'SCHLAGE SECURITY HARDWARE'
ro woo0 JAMB WITH END STILE CONNECT TO PANELS WITH
INSTALLED IN 9/16' DIA. HOLES IN.CENTER STILE 14 X 5/8:'SMS 3/4'x 2'X.2-1/2"X.049"STEELO
5/16'$ 1-5/8"LAG SCREW 8 PER HINGE FLAPS AND(5)OR(6)3/18'ALUM RNET$ POSITIONED AT EYE LEEL
(FULLY`7HREADm)) SEE DETAIL ABOVE
HEX WAS HEAD TiT'E r` 1/2'X 1-3/4'X.658'FCRMED STEEP::
ONE.PER BRACKET GLUED TO.PANEL AND SECURED TO ANCHORS AT TRACK BRACKET^
END STILE WITH(4)3/16"POP RIVETS '
SOUTHERN PINE ,va"• r17/1 X 2-5 B'X 049"STEEL EDGE ,3fe' . POW INTO C C 'POWERS' -
/ DISTANCE 2".MIN.EMBED INTO CONCRETE(3000 PSI MIN.) o X
0.55 S. NTER STILE.GLUED AND RIVETED
• '.% 2"N.EDGE DISTANCE R
PANEL WJ(4)3/16"RIVETS 3/16' g
1- IN. POP RIVETS •°"'.o-• •,�j1�3/lfi 'S/8'DIA. HLC SLR 8Y'HILTI' n a I
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.1 DIST.- I 4/HINGE: I °,'b.°,' qK B) 1-1/4"MIN. EMBED INTO CONCRETE OR FILLED BLOCK
2-.1/4'MIN. EDGE DISTANCE INTO CONCRETE
I'--'--� I I 4' IN.EDGE DISTANCE INTO FILLED BLOCK
/ 1
1-3 16'� CONCRETE V.=�3000 PSI MIN.
0-90 GROUT FILLED BLOCK f'm 2000 PSI MIN. °a
1.9"X 2.19`X 3.3"% 090" ANCHOR TYPE A OR B �
STEEL TRACK BRACKETS I I I I SEE SHEEP 3 FOR BRACKET SPACING \LLL II IIIJrrr O
PER BRACKET
SEE SHEET 3 FOR SPACING
'�•' cENBF'•-.. i i
0592 • . o I a ,
1/4-20 SS BOLT
T-t INTERIOR SIDE 7`7/z'x.071' &'Nur
GPLV.STEEL END ROLLER HINGE °
94 GA,X 2-.7 8'%I'TEEL RACK CENTER HINGE 1,82'DIA.X.50'STEEL ROLLERS STD. ff LEI/ —�
12 GA X 3-8.18'% 1-1 2' OPTIONAL ) `o-,,1 U'� ®•• T OF •�� drawing rio.
// / / (( 7/8'PUSHNUT 1.82"DIA X..50"NYLON ROLLERS(OPTIONAL) IOt• rr��-I
FASIENED'TO TRACK PLATES. ) ��,•' '•C5♦ O2—G 1
W/15LOTTEII M.S.8&"LOCK NUT' INSlN1ED ON(ZOLLER SHAFTSECTTON B-B 275"DIA X.50'NYLON ROLLERS(OPTIONAL) '�' S�®�AL \�` ` 6beet 2of 5
IYITH 5'•STEA7 III I IRLL
1-11V x 1/2•x )/B-HORIZ-ANC
POP R'NETS 5/16-X 1-5/8"LAC SCREWS INTO WOOD OR HORR.TRACK SUPPORT, FOR DOOR HEIGHTS UPTO 8 F7. �� p
2' 5 i6'SLEEVE ANCHORS CENTER SUPPORT REOD.ON DOORS WTIHOUT INSULATION OR WINDOWS, 1
p-y ` z-3/4•x s 1/z^x 3'x.toa' / ,
I[/ �V �m WITH 1-1./4°EMBED INTO MASONRf EXSEEDING 8 FT.IN HIIG Y X 2'X 1/8'HORR.,ANGLE 1
OP ROLLER BRACKET ON,EACH SIDE 3 PER BRACKI7 II A�, DOOFOR RS DOOR HEIGHTS
1NSUWTION OR WIN TRACK
"y
FASTENED w/(8)p 14 x 5/8'S.Ms, Z a
14 GO,GALV,'STEEL ADJUSTABLE SPOT WELDED TO HORLZ.TPACK a+
2-1/2'x 4-1/4^X 13 Ga srEEL PLATES vrmt Two WELDS AT 1-1/2"APART G w I
SLIDE FASTENED TO BRl�CKE( :-- - A�,J FIRST AT 3'O.C.,REST AT 9'O,C.
W/5/16-18%J/4'HEX'HEAD - WELDED TO 1-1/2"X 1-1/2'X 14 GA ANGLECONNECTED TO FLAG BRACKEI'ANGLE E 11 a t,
M.SCREWS&NUTS. FASTENED TO TRACK - W/3/8-16 X 3/4'BOLT k NUT
WITH(4) 1/4-20 SS.BOLT&NUTS HORIZ.TRACK LENGTH=OPENING HEIGHT PLUS 19" AND TO SPRING SHAFT GUIDE WITH G Lo y
TOP BRACKET - - (2) 1/4-20.X 5/8'BOLT&NUT a yyNit a
(STANDARD) TOP BRACKET
i
LOW HEADROOM ORS i
14 G0.GALV.STEEL TRACK ° t
HORIZONTAL REINFORCEMENT VERTICAL TRACK a 1,,
1yz"1f 1'-3/4"%.058"FORMED STEEL 2-1 a x 1 x.080 �
GWED TO PANEL AND FASTENED TO / SECTION A-A 0 y�'
VERTICAL STILES WITH. z'x 5-1/2'x AW a s °a
.(2)3/TO'POP RIVETS GALV.STEEL Q Iaq re 5"; I
FASTENED W/{4)BLLE4 8'R.BWiCKET FOR (!.
HORIZONTAL REINFORCEMENT LOW HEADROOM DOOR OPTION DOOR SECTION HEIGHTS BRACKET PIACETAEMS J a ro 2
HORIZONTAL
TAL REI X RCEM FORMED STEEL HEIGHT 1ST 2ND 3RD 4TH STH B1 B2 83 B4 85 BB B7 BB �w m�
:GLUED TO PANEL AND F51'ASTENED TO G-0' 18`18' 18"18'N/A 1"TO 2"11-3/4' 23 34' 45' 56'
VERTICAL STILES WITH 6'-6' 21'18 18'21'N/A 1"TO 2°11-3/4.' 23' 34" 45°' 58'
(2)3/16'POP RIVETS N
- 7'-0" 21'21"i,721.14 1'TO 2"11-3/4" 23' 34" 45" 56' 87" -
5/16'MEETING RIB 7'-6" 18'18' 18"18' 18'1"TO 2"11-3/4' 23' 34" 45- 56' 67 78-1 4"
PLASnC/STEEL ROLLERS ,.� 8'-0- 21'18" 1B"18'21"1'TO 2`11-3/4' 23 34" 45" 56" 6T 78-1/4" .� n
1.82'DIA X X.4 Gj g —SECTIONS ARE NUMBERED STARTING AT THE.BOTTOM O O N ro
W/.4'4 DID.X.4-1/4'STEM. i w
FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10"O.C. C o"
x � — 1
LZio m IRODUCCREVISED c >
OPTIONAL INSULATIONS; ao m m 1.9'X 2.19"X 3.3"X.090' npuoptyie`*btbe MAU
BY'DYPLAST PRODUCTS L G' STEEL,TRACK BRACKETS bN,Gny Code °-.t, I
ISO-25 POLY-ISOCYANURATE n 2-3/16'HIGH AacpTssetNo /O/ �Z �i C p
DENSITY-20:PCF m CONNECTED TO TRACK WITH pplts""Dslt to N
OR•C J18-1108;04 m )1/4'BOLTS&NUTS. ISL.� _1 4 G 3 N _
N
BV'CE!I OFOAMNOR'D1 AMERICA" m Y o 0 Z
DENSITY=1.03 PCF p Lo 0
N.O.A.#15-1203.04 01 d '
OR m 0
BY'INSU FOA/A L C' N p =1=
DENSITY-0.92 PCF
N.O_k$17-0221.08 m t
' m q
Rf. 14 GA.GAM STEEL `1€
ROLLER HINGES FASNNE S Nm^ g
W/(6)6 14 x 6/a`seas -
MIN- 024'ROLL FORMED STEEL PANEL
DRAWING QUALM C-40
MIN.YIELD STRENGTH=39 KSI `u
WITH PRIMER AND BAKED-ON
POLYSTER PAINTED TOP COAT TRACK CONFIGURATION
APPLIED TO BOTH SIDES OF STEEL
n tj
VERTICAL LIFT HIGH L1FS STANDARD LIFT LOW HEADROOM
DOUBLE TRACK
AVAILABLE TRACK OPTIONS tlllilt
BOT OA BBRRACKL FASTENED �1V71� jiaAZAh ^L
W/(4)g 14 X 5/8`sMS PRODUCT RENEWED
as complying with the Florida ��'V� '•-, i
Building Code $
.OA,No. 20-0107.06 - 7 92
O BOTTOM SEAL OPTIONS _ u
BEE SHEET 5 Bzpitatlon D e07l21I2025 -
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By L ' 1 TA OF drvwing no.
Miaml-Dad Product Control .��.,( L •; L'U
SECTION A-A �
SEE SHEET O TRCATION
3¢' REINFORCEMENT.
' N, 1/2°X 1-3/4"X.058'
GE A X 1" FORMED STE0. a N D�f' SELF'DRILLING SCREWS '
1-1/2'MIN. OR �t8%1'
c I. E DIST. SELF DRILLING SCREWS 0' 'o
I. m 3/16''TINE%'STEEL RIVETS .OR 0 b L7
m MULTIGRIP W/DOME HEAD 3/16''RNDL'STEEL RIVETS IZ.
3 5W fn:5 AY 48'O.C. / y N i i
I I wi AT L48*O:W DOME HEAD f' i
�a S�
. 1/2'X IREINFORCEMENT350 O N i I
1/4`ow,LAG SCREWS I i/4'DIA.LAG SCREWS FORMED STEEL O O' d I ,
W OD BU IBY AT 6'FROM ENDS 2BYWOO BU AT 6'FROM ENDS a G' m
.I I AND is''O.C.MAX, I 1 AND 15'D.C.MAX.. 0 t'n
O
W'SfRIPAL ALUMINUM - W'SfRIP ADAPTER--
ADAPTER 0'2 a o r
STEEL 0 a o c
RUBBER WSD6PPING -RUBBER W'STRIPPING �_Dt Z p n
a U) m
�L50 s34 .T00 .040 Sae cc Z a g
I a�°
---I� tasD-1—� o
PAODUCFREVISPD w N
8OTT0M SEAL OPTIONS m�PhtaguiYht6rFbrdda cn N ,
hux0a�Code
OPTION 'A' OPTION '8' A n
AaepliaceN6
4pirafie�Dof .
WOOD BUCK CONNECTION TO WOOD SUBSTRATE(WOOD SPECIFIC.GRAVV SG=0.55 MIN.) o v
THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT ASd� c 4
TO WOOD STRUCTURES.,IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN
WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE c
FOR'DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD,INSTALLATION MAY BE O'Q
VERIFIED AND APPROVED EY THE BUILDING OFFICIAL UPON INSPECTION. ANCHOR'SPACING
ANCHORS STRUCTURE EMBED SPACING EDGE DIST. 8 Q 1
3 8 PLC SLEEVE BY I LTI LONG. 1-1 4 8" 2° U v t
3 8'CONFLIX BY'ELT FlLLED BLOCK 6" 3-3 4'
z•O n
STEEL STRUCTURE BY OTHERS- 3 B'DYNABOLT BY'RW' CONC. 1-1 2 8' 2-1 2 O Z(DN - ;
Spa-X 1-5//8' 'MUST SUPPORT THE.LOADS IMPOSED 3 8"POWER-BOLT POWERS 2" o O
LAG SCREWS Lo
BY DOOR BYSTF]J 3 8 SLEEVE-ALL BY SIMPSONS' CONC. 7-1 2 6' 3" z
AT W O.C. CONCRETE f'c-30DO PSI MIN. DON o
5/16'DIA BOLTS C-90 GROU�RLUE
FILLED BLOCK•t'm 2000 PSI MIN. p 2
WOOD BUCK CONNECTION TO MASONRY °°' rA 12'WASHER
A�MAXN� O
. I EDGE pIS7,
PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL.BE ANCHORED TO. {II �—�I '
GROUTED RBNFDRCED MASONRY BLOCK WALL OR CONC.COLIIMNV/ffH
w
7/4"ULTRACON BY'ELCO'WITH SPACING OF _ V• z 2
12'O.C.INTO'GROUT FlLLEO BLOCK WAIL,WIM 2-1/4'MIN.EMBED
13'O.C.INTO 3000 pSl CONCRETE,WITH 1-3/4"MIN.EMBED 1-1//4'X 2-1//2"X 14'GA o FF55
2-1�2°MIN.EDGE DISTANCE 11-1/2° CONT.STEEL ANGLE 1-1/2'
c o g z I
1/4'TAPPER BY'POWERS'WITH SPACING OF 12 GA GALV.STEEL
11'O.C'INTO GROUT FlI1ED'BLOCK WALL,W 1"-1/2'MIN.EMBED FLAT BRACKETS±3'LONG 2-1/8'X 1'X 14 GA
13'O.C„INTO 3000 PSI CONCRETE,WITH 1-3�4"MInN.EMBED 1/16"%2-1/2 AT 12'O.C.IN DOOR OPNG. CALK STEEL TRACK
'3"'MIN. EDGE DISTANCE FlLLEf WELDS AT 18'O.C.ABOVE DOOR OPNG. FASTENED TO TRACK PLATES -
3/8'CONFLEX BY'ELCO'OR - AT'12'O.C,MAX. CONNECTED TO CONT.ANGLE W/ 2 1/4-20YS/8'TRUSS HD, p N r
3/e'LOT BY TTW WITH SPACING OF W/(3)SPOT WELDS AT EACH SIDE SCO70 4A.S.&LOCK NUT n
c m
23'O.C.INTO 3000 PSI CONCRETE:WITH 2-1/2'MIN,EMBED o o�o 2
3'MIN.EDGE DISTANCE CONhN t01JC ANG TRACK REVERSE TRACK CONTIIi0005 ANGLE TRACK _ c a d I }
TO WOOD BUCK TO STEEL TO ONCR ANO Fl t'Fn�BLOCK, o
3/8°HLC SLEEVE BY'HILTI'WITH SPACING OF
ID'O:C.INTO GROUT VLLED.BLOCk WAIL.WITH 1-1/4"MIN:EMBED;4'MIN.EDGE DIST: III ICl/ O p
is,O.C.INTO 3000 PSI CONCRETE•WRH 1-Ile MIN,EMBED AND ALTERNATE TRACK INSTALLATION. \d
2-1/2" INTO
EDGE DISTANCE `�V $'
PREPARATION OF JAMBS BY OTHERS
PRODUCT RENEWED
FOR NEW CONSTRUCTION ENGINEER OF,RECORD OR ARCHITECT TO VERIFY as complying with the Florida 2 c
ADEQUACY OF SUPPORTING STRUCTURE.TO SUPPORT LOADS IMPOSED Budding Code _ - b ••
BY DOOR SYSTEM: NOA-No. 20-0107.06
FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF •• '• �= '
RECORD,DOOR INSTALLATION.MAY BE REVIEWED AND APPROVED BY ExpimtionD te07/21/2025 L. h'••� •, �� O :.
'BUILDING OFFICIAL UPON INSPECTION. �. L �' $T OFBy 1t/� drowiog n•Io, i
MAXIMUM DnRIOR(+)LOAD TER JAMB a(16.16'X 62 PSF)/2-291 Lb.per Ft., M alaml-D o Product Control
MAXIMUM INTERIOR(-)LOAD PER JAMB-(16.16'X b. p'e 44 PSF)/2-'355.5 Lb. Ft. ////®LNA�1\\VV \ sheet•.4of' 5
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.500 �•'--'I-.250 4ftu o
*-PLASTIC COMPLIES WITH
DOOR PANEL CHAPTER 26 OF FBC N '
24 GA.(.024)STEEL MIN. SEE EVIDENCE PAGE Z o
F• x
1.765 1.725 a qq'S 6 i
7/16'DLL WASHER 1.144
G°nf I ", {M,
Q8 X 3/4'SMs 21 3/4° l V cr O 2 o a f
'4... Y--.800 0 m¢ 0 1 l
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1 A. AND 7'O.Q.MAX, WDW.WIDTH dJ C 8
1 EXTERIOR FRAME * INTERIOR FRAME a e ;•
1 G3 18 1/0' RIGID PVC.ONE PIECE INJEC 1ON RIGID PVC ONE PIECE INJECTION �R{z.� n j
j I.1 1 (4)B8 x 1314'SMS 'a'x 0 MAX. �,Z 111 o x
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IIII GROOVE ED ED 1:3 Elul
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(4)8e x 3(a'sL1s INSIDE ELEVATION MODUCFRE r g @
/ 0 1-3/e'FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS e„ V151 ; g
i I 1 AND 6-1/2'D.C.MAY PWI��.antrdJ, �d
WINDOW LITES CAN BE 1N ANY LOCATION IN b00R SECTION tw;d;og�;J,
O 1 AB X 3/4`SMS �+ Aauld.ya NoLZ-.p ./Z
®3 8 FROM ENDS'T 175 X,.082 DEEP e1F1!xDaM r n
i 1 AND 4/1/2'O.C.MAX. I GROOVE PRODUCT RENEWED
t _ as complying with the Florida n
o^^
Building Code N4N igJgFl
J NOA_No. 20-0107.06
\ `\� #8 X 3/4'SMS I �
Explratlon
0 3/8'FROM ENDS _ ``117 1111 c I ;.
e0712112025 1 /F
AND 7 O.C.MAY. r- ---- --
_ By
___ _________________ M ml-D Product Control •)�••:VGEN i .d
7/16'DIN.WASHER _ __ ___
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EXTERIOR
DOOR PANEL 1 _
24 GA.(.024)STEEL MIN,
STEEL �.'•- ( ! �a TATEDF �` dirowio
DOOR PANEL 15/16'MIN. D.L OPG. 9
24 CA(.024)STEEP.MIN. GLAZING BITE �i�s' .;ORIDP✓�,\�,� 02-21
WINDOW WIDTH
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