HomeMy WebLinkAboutProduct Approval 1U7 146152
MIAMI-DADS MIAMI-DADS COUNTY
rim ME PRODUCT CONTROL SECTION
11805 SW 26 Strect,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RE R) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidnde.goy/economy
DAB Door Company,Inc'
12195 NW 981"Avenue
Hialeah Gardens,FL 33018
SCOPE:This NOA is being issued under the applicable rules and regulations governing the use of constpyptjota;s
materials.The documentation submittedhas been reviewed and accepted by Miami-Dade County RER-Prodhct ontrol
Section to be used in Miami Dade County and other areas where allowed by the Authority Having Juris4ictlm-(-AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Co%r.oll,S Ian(In
.Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to hav(this product or
material tested for quality assurance purposes. If this product or material fails to perform in the accepoer, the
manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or sine t t 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 requIreracilts of the
applicable building code.
This product is approved as described herein, and has been designed to comply with the Floridaildin Code,
including the High Velocity Hurricane Zone,
DESCRIPTION:Hurricane Mater Model 824/811 Steel Sectional Garage Door up to 16'-2 /
Window Lite Option(DP+48.0,-52.0 PSF) _
APPROVAL DOCUMENT: Drawing No.98-05,titled"24 GA.Roll Formed Steel Sectional a
Door",dated 02/23/1998,with last revision L dated 03/0512015,sheets 1 through 6 of 6,prepared b
Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Produ
Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami- unty
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.
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#14-0814.08 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. `
-J NOA No.15-0302.01 �s
Expiration Date:July 21,2020
MlAM•BADE COU !/ Approval Date:April 23,2015
F-ANNITI � Page 1 ._
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS,
1. Drawing No.98-05,titled"24 GA. Roll Formed Steel Sectional Garage Door",dated
02/23/1998,with last revision L dated 03/05/2015,sheets 1 through 6 of 6,prepared by Al-
Farooq Corporation,signed and sealed by Javad Ahmad,P.E.
B. TESTS "Submitted under NOA#11-04.1433-
1.
11-0414.13"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-07-4267,dated 06/29/2007,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-11-3206,dated 02/10/2011,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-I.14101,dated
01/29/2011,signed and sealed by Candido F.Font,P.E.
"Submitted under NOA#05-0217.02"
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.,Test
Report No.HETI 03-1328,dated 07/15/2003,signed and sealed by Rafael E.Droz-Seda,PE.
5. Test Report on Uniform Static Air Pressure Test,of"Sectional Residential Door"prepared by
Hurricane Engineering&Testing Inc.,Test 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,Test 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 "Submiiied under NOA#14-0814.08" -
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.
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No. 15-0302.01
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#09-0128.01"
1. Anchor verification calculations prepared by A]-Farooq Corporation,complying with F.B.0
2007,dated 04/05/2011,signed and sealed by Javad Ahmad,P.E.
"Submitted tinder NOA #09-0128.01"
2. Anchor verification calculations prepared by Al-Farooq Corporation,complying with F.B.0
2007,dated 12/18/2008,signed and sealed by Humayoun Farooq,P.E.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 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 Insuifoam,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 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 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 underNOA#.14-0814.0811
1. Statement letter of code conformance to the 5'11 edition(2014)FBC and no financial interest
issued by Al-Farooq Corporation,dated 05/13/2014,signed and sealed by Javad Ahmad,P.E.
o¢ 16�Z°l5
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No. 15-0302.01
Expiration Date:July 21,2020
Approval Date:April 23,2015
E-2
7-1/2"X 2-1/4• X 18 GA TOP FIXTURE 5-1/2"X 2-3/4'X 0.1" t lu1 m
GALV. STEEL CENTER HINGE PUSH NUT STEEL PLATE WITH ONE 5/16-18 MS W/ NUT OPTIONAL DOOR VIEWER {�, 0
W/(4) (/14 X 5/8" SMS FASTENED TO END STILE WITH TO BE INSTALLED AT 1A^
0 WITHOUT DELRON SLEEVE(STD.) �Y
(6) (JIA X 3/4"SELF DRILLING SCREWS ANY CENTER STILE Oj
�O 7-1/2"X 3"X .071'UALV.SLEEL r SEE SHEET 4 FOR TOP BRACKET OPTIONS m
END ROLLER HINGE I 0 0 I Z w
W/(6) #14SMS 1 I CENTER STILES p v
WITHOUT DELRON SLEEVE (STD.) n 0 0 SEE SCH. 'A' r T A f' l
WITH DELAON SLEEVE(OPTIONAL)
O 7-1/2.,X 2-1/4" X .071" 1 O E
I i p__.—..GALV. STEEL CENTER HINGE
M�j W/(4) (/14%5/B"SMS LOCKWITH OELRON SLEEVE(OPTIONAL) DOOR I - -l
----- - -- , ---- , lipL.-__ _ I o 8 F
--
"11 dI'L
CENTER HINGE ; 1"W X.15 THK. LATCH.
.. +I . �- cqq
STANDARD LOCK "\ r --` I I 1 - _ 0 O ry
SPRING LOADED SLIDE BOLT(BOTH SIOES�. ;, __ -� •\ -- r r1 / -_-r\_ I 2 o x o �'
FASTENED W 4 14 X 1/2 S.M.S. -- -- I O CI
-__..__._— _ VW9Ri
-. 5/8"MIN. LOCK ENGAGEMENT ._____ --_ 7 V I'--'--- --' m N J 010
CONFORMS TO SECTION 1008 REGARDING 1 I I r ¢ a Z N U
GARAGE DOORS - I m l o u o W
61 O \ `7�— •-__-- -.rJ_—=-V- -�-�-V-
.158 DIA GALV. AIRCRAFT TYPE a- _ _—_ _ -
CABLE kNICO-PRESS SLEEVE o TTTrrrr b" __ -- _ -- -
W/MIN. 5 TO 1 SAFETY FACTOR r`,_ -_= _ --- -
00 i
STEEL PLATE V J' o I'T
V
WITH (4) #14 X 3/4" U tlSELF DRILLING SCREWS __.._.-.-1 �
BRACKET BRACKET-'— - __ I I I
STD. LIFT DOOR LOW HEADROOM I'- _ _ -�- -- --_ I o �w m
010 1
TOTAL 9 OF DOOR OPTION -—=-=__== -- —--- —Hof
EIGHT CONSISTS fANSISTS OF EACH Domt DOOR 'U'SAM AT 7-7/8"X J-L/8"% .010" OPTIONAL VENTS J I 10 3< N
STEEL PLATE -(3) 5'WIDE AT 7'O.C. MAX. OPTIONAL FLUSH FACE L A��--'` "�+ O Z
6'-6' 2 SECTIONS 18'2 SECTIONS 21' WOOD GRAIN DESIGN M
WITH (4) B14 X 3/4"SOS OPNG.AREA NOi TO EXCEED 120 SD. IN. MAX. DOOR WIDTH ' O T rn
8'-9' 1 SECTION 18' J SECTIONS 21' _..__. � .._,.; � w
7' 4 SECTIONS 21" ..... 1 m O>J
3 CENTER STILE !r ¢Ng
V-6. 5 SECTIONS I8'- INSIDE ELEVATION DAB DOORS INC.
7'-9' 4 SECTIONS 18'1 SECTION 21' OUTSIDE END STILE ,f'�r HurriCOne MOStef�Model 824/811 N
RAISED PANEL. EMBOSSED DOOR MOX. Size 16'-2" X 16'-0" High
— -
B' 3 SECTIONS 18'2 SECTIONS 21' HANDLE 9
8'-J' 2 SECTORS 18"3 SECTIONS 21' - J with Window Lite Option I
e•-6' i SECTION 18' 4 5EC110N5 21` #14 X 3/4"SELF DRILLING SCREWS MAY BE USED / ___. _
8'-9. 5 SECTIONS 21•- IN LIEU OF 014 X 5/8'SMS :• -' �- DESIGN PRESSURE RATING = + 48,0 PSF _W
S' 6 SECTIONS 18'- " LOCK BAR GUIDES _ ------�` 'j
9'-3' 5 SECTIONS 18'1 SECTION 21' 4 INSTALLED ON END STILL THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT l - _ ____LP 52 o m
9'-6' 4 SECTIONS 18.2 SECTIONS 21• WITH(4) #14 X 5/8'SMS GENERAL NOTES ;N
0
11
9'-9" J SECTIONS 18'3 SECTIONS 21' 4 `" 2
10' 2 SECTIONS 18'a SECTIONS 21' 18T% .6W LOCK BAR �<_<.- -, 1.=THIS PRODUCT HAS BEEN DESIGNED AND TESTED) COMPLY WITH THE
---••-��_�•.._._.._... REQUIREMENTS OF THE FLORIDA BUILDING CODE(FOC)FlFTH EDITION 2014 0
10'-3" 1 SECTION 18' 5 SECTIONS 21' ENGAGES IN TRACK - "" ( ) ( )
ON EACH SIDE OF DOOR INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). `u A u�'�`u
10'-6' a SECTIONS 21'- I CENTER STILES SCHEDULE'A' v��0 0
10'-9' 6 SECTIONS is'1 SECTION 21' CENTER STILES CONF1CURATIOH 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. <Iz i
It. 5 SECTIONS 18"12 SECTIONS 21' OUTSIDE KEYED LOCK ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
OPTIONAL DOOR WIDTHS I A OF CENTER STILES DRESSING OR STUCCO.
11'-3' 4 SECTIONS 18'J SECTIONS 21' -II I 8'-0'TO'9'-10' 2 _ 3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. i4
I1'-e'3 SECTIONS IB'4 SECTIONS 21' LOCK BAR LOCKING SHOWN _ _ 10'-0'TO II'-10' 2
IV-9' 2 SECTIONS 18'S SECTIONS 2I' S ALTERNATE TO - 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN o O C ° '^
12'-0•TO 13'-10' J o S' •a
12' 1 SECTIONS 18'6 SECTIONS 21' SPRING LOADED SLIDE BOLT I THESE DETAILS ARF.NOT PART OF THIS APPROVAL '" o
8'-0"TO 9'-10'
12'-3' 7 SECTIONS 21'- LOCKS SHOWN ABOVE -- S. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. o i _ !
12'-6'6 SECTIONS IB"2 SECTIONS 21' DOOR WIDTHS 16'-11"TO 16'-2' S C
DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA• c -�
12'-9'S SECTIONS 18'.3 SECTIONS 21' BUILDING CODE, TAS-•202.7AS-201 k TAS-203 FOR HVHZ AND I 1
13' 4 SECTIONS IS'.5 SECTIONS 21' '�® �� , -I 1 { ® �; 1�1� I - / I m
13' 3 SECTIONS 18'S SECTIONS 21' 6 II+�'I �—f.� 1III�I III II IILI SII. ASTM E1886-OS ASTIJ E1996-09.
13'-6. 2 SECTIONS 18'6 SECTIONS 21' f —- Eng,:JAVAD ANMAD
I3'-9''1 SECTION 18' 17 SECTIONS 21' R� 11 O'ML ry 1
la' B SECTIONS 2t'- 10'-0"TO 11'-10' _I I 14'-0"TO 15'-10" -� FIA.PE 9 592 PRODUCT RENEWED
14'-3' B SECTIONS 18'3 SECTIONS 21" DOOR WIDTHS DOOR WIDTHS CAN.3 J 11 0e010ft wmft F&xW8
14'-8'S SECTIONS IB'4 SECTIONS 21' a`
14'-9'.4 SECTIONS 18`S SECTIONS 21' 6 ,Y-,'-"-yIl 1=9! � ry' �tl Tg--57 �I�II , ,'+a11 Ir ,A Iii 7I 1 By A NO S '�� rowing
_;-
15' '}SECTIONS 18'B SECTIONS 21' IIIIGII IIIA. :'.I �LI III11!Ilh�-'111 'I�—J� Iii :lll I�IIUI 1111E JIIIT,Il Li
dfawing n0.
I5'-3' 2 SECTIONS 18'7 SECTIONS 21' •• — R— li 7i 0 2015 [98-OJ
IS'-6•,1 SECTIONf8' 8 SECTIONS 21' M I PTtAIN�('NIId
.is'-s" g SECTIONS 21'- REFER TO SHEET 2 12'-0' TO 13'-f 0" ,, ___ 15'-11"TO I6'-2" _____
I6' 6 SECTIONS 18'4 SECTIONS 21' FOR U-BAR PLACEMENT r DOOR WIDTHS _ DOOR WIDTHSsheaf 1 0l 6
_---- } �
SCETION 8 I sCE710N a i �� o
SCETION S I! I SCETION 7 I SCETION 7
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SCETION 2 SCETION 6 I I I SCETION 6
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SCENON 2 I MIOH 2 a s
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SCETION 5 `I I �� SCETON 5 I I III II 44 Q W Of
I I• —_--__ ' SCETION 1 SCETION 1 II C O
SCETION 4 I I SCERON 1 I I I 8 SECTION DOOR
'--{(—� —f H ""-----'— --- -- --- HEIGHT RAN 19'-8•TO 13'-3• HEIGHT RANGEI3'-6'TO 14'-0'
scETlox J I � scEn9N J I I (s)u-BARS (6)u-eARs
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HEIGHT RANCE 7'-6'TO 8'-0' HEIGHT RANGE 8'-3'TO W-9• o M
(3)U-BARS (4)U-BARS scERON 8 (Fi lal M
SCEnON 5 I I i I (3
SCETION 6i --I SCETION 6 I
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SCETION 3 I I I SCETION J I - '---- " I Q N Q -'
SCFTION 1 I NJ� .- r l
SCETION 2 I I I I sCETION 2
9 SECTION DOOR ,
1 I SCETION I I HEIGHT RANGE 14'-3'TO 15'-9'
SCETION 1
1 ' 1 (6)U-SARs
6 SECTION DOOR — 8 SECTION DOOR
--- �N x
HEIGHT RANGE 9'-0'TO 10'-3' HEIGHT RANGE 10'-6' 1 SCETION 10o
(4)u-BARS (5)U-BMS _. F4 4�
SCETION 9 I I u I u
SCERON 8 I W Z .0 1 z
SCETION 7 I I I I I ._.7
II I II I SCEf10N 6 1 SCEnON I ---I �--_ I � -_-_- -
SCETION 6 I C o
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SCE110N 5
SCERON 8
SCE710N 4
SCETION q I
SCETION S EOgr.JAVAO AHMAD �I n
SCETION 2 I SCEnON 3 I FIA.PE YCIVIL 70592 PAPOU4T RElIEWFD
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SCETION I tslOe NO
AOAp 'J y( lJ - QLl
1
7 SECTION DOOR _ - S O YO1 By i drawing no.'
HEIGHT RANCE 10'-9'TO 12'-3'
(5)u.-GARS I 10 SECTION DOOR �+l.Tl �^' C0Afo2l 98-q5
6 HEIGHT)RANGES 16-0 `sheet 2 O(61
- _ - 24 CA.STEEL PANEL
0
I
I- L2I
h
® FLAPS BENT OVER PANEL-,\0
I/2" PUNCHED HOLES)I O V u
- _ 0 4"D.C. I r_
USE REINFORCING 'U' BAR AT 0. I I C CL
CL a p g l
_ TOP SECTION ONLY AT fM1.
I
16 GA.X 2-1/4"X 3/4" X 2" - �T-- FOUR SECTION DOORS
GALV.STEEL U.BAR REINFORCING TRUSS 16 GA.X 2-1/4"%3/4"X 2"
l A BOTTOM OF PANEL TRUSS FASTENED TO GALV.STEEL U.BAR REINFORCING TRUSS -_ y__- I Q
TRUSS FASTENED 70 VERTICAL INTERMEDIATE STILES o
VERTICAL INTERMEDIATE STILES W/TWO � I IL Z
(114 X 5/8"S.M.S.AND TO END STILE W/TWO R 14 X 5/8"S.M.S.AND TO END STILE
W/FOUR gI X 3/4"SELF DRILLING S. W/FOURS 14 X 3/4'SELF DRILLING SCR. Q W N
1
1/2"X 1-3/4"X 16 GA
OPEN TUBE 0 f 1J
0 TOP&BOTTOM-\ 3/16" POP RIVETS 1 I
OF EACH PANELI '
21 4"O.C. I I aD
(6) FOR 21"STILES 0
O ® _ (5) FOR 18 STILES
w�
i6 GA X 2-1/4"X 3/4"X 2"
GALV.STEEL U.BAR REINFORCING TRUSS ¢1+-
TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES a
W/TWO If 14 X 5/8"S.M.S.AND TO END STILE -END STILE I(n _Z~G u
W/FOUR 14 %3/4'SELS GRILLING SCR. ,024'STL. PANEL I rn Lo I
K
IST SECTION (BOTTOM 1 INTERMEDIATE SECTIONS TOP SECTION OUTSIDE OF DOOR O 3
REINFORCING REINFORCING -- l o:o 7
I� pmt 0
OPTIONAL STOP MOULDING ! Do N J¢
BY DOOR INSTALLER
STEEL TRACK BRACKET FASTENED ry
TO WOOD JAMB WITH3/4'X 2"X 2-1/2"X.049"STEEL �—
5/16'X 1-5/8"LAG SCREW PER HINGE.Q14 X 5/8"SMS Ek0 STILE. CONNECT TO PANELS WITH
6
(FULLY THREADED) r FLAB's AND (5)OR(6) 3/16"ALUM RIVETS
HEX WASHER HEAD TYPE A 1/2'X 1-3/4"X.058"FORMED STEEL I SEE DETAIL ABOVE SOLID BRASS DOOR VIEWER
0,55 S.G.
T-GLUED TO PANEL AND SECURED TO I
SOUTHERN PINE I END STILE WITH(4) 3/16"POP RIVETS BY 'SCHLAGE SECURITY HARDWARE' I6
0.5EDGE _
1-7/8"X 2-5/8"% 049"STEEL INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE W b
d CENTER STILE, GLUED AND RIVETED DISTANCE a o:
TO PANEL W/(4) 3/16"RIVETS POSITIONED AT EYE LEVEL wH •
• � POP RIVETS
2" MIN. I 14 X 5/8"S.M.S. I �1-3/I6� h�u' u u
I EOG T. 4/HINGE I• v o.l
I-3/16°q I I I� 3/8'POWER-BOLT 8Y'POWERS' mill 2'MIN. EMBED INTO CONC.2"LAIN. EDGE DIST.ONE PER BRACKET1.9"X 2.19'X 3.3"X .090" 0 SEE SHEET 3 FOR BRACKET SPACING
STEEL TRACK BRACKETSI I I I
SEE SHEET 3 FOR SPACING
1:,,,:JAVAD AHMAD I 'Lim_71
.-__. "Y- M.PEML 70592 PRODUCT RENEWEDI/a-20 SS BOLT cn 38 ° Y `uiddmFloralI7-1/2'X .050"I INTERIOR SIDE 7-1/2° X .071"_ &NUT AompugNo S-0 %GALV.STEELJ END ROLLER HINGE \ -�
STEEL TRACK CENTER HINGE
14 GA.X.2-I/8"X V(STANDARD) 1.82"DIA.X .50"STEEL ROLLERS (STC.) gy drawing no.1
12 GA %3-5 16 X 1-1/2' (OPTIONAL) _7/8"PUSHNUT 1.82"DIA. X .50" NYLON ROLLERS (OPTIONAL) 3 0 2015 M PIC."Oomw 98-05
FASTENED TO TRACK PLATES INSTALLED ON ROLLER, SHAFT 2.75"GIA. % .50" STEEL ROLLERS (OPTIONAL)—� L
W/ 1/4-20,LOTTEDX U.S. TRUSS UT 2.75" DIA. X .50"NYLON ROLLERS (OPTIONAL) fsheel 3 of 8)
SLOTTED .S. &LOCK NUT SECTION B-B WITH S" STEM
1-I/2"X 1/2°X 1/8•HORIZ.ANGLE ��m
POP RIVETS 5/16"X 1-5/8" LAC SCREWS INTO WOOD OR HORIZ.TRACK SUPPORT, FOR DOOR HEIGHTS UPTO 7 FT. o
2' 2-3/4'X 5-1/2"X 3"X.104" 5/16"SLEEVE ANCHORS CENTER SUPPORT READ. ON DOORS WITHOUT INSULATION OR WINDOWS, I 'O
GALV.STEEL WITH 1-1/4"EMBED INTO MASONRY EX�jEEDING 8 FT. IN HEIGHT--_ 2'%2"X 1/B"HORIZ.ANGLE
TOP ROLLER BRACKET ON EACH SIDE 3 PER BRACKET I I A — FOR DOOR HEIGHTS ABOVE 7 Fr.OR
FASTENED W/(6) N 14 X 5/8"S.M.S. - II DOORS WITH INSULATION OR WINDOWS Z L"
SPOT WELDED TO HORIZ.TRACK O F @ L4I
090 THK.GALV.STEEL ADJUSTABLE 2_1/2•X 4-1/4" % 13 GA. STEEL PLATES --- - ` WITH TWO WELDS AT 1-1/2'APART Z W
SLIDE FASTENED TO BRACKET - - p J FIRST AT 3'O.C., ,ST,
ST AT 9"O.C.
W 5/16-18 X 3/4"HEX HEAD WELDED TO 1-I/2`X 1-1/2" X 14 GA.ANGLE -- CONNECTED TO FLAG BRACKET ANCI.E Q N m•
M/SCREWS&NUTS. - \ FASTENED TO TRACK = _= 1Y/3/B-I6 X 3/4"BOLT h NUT O o
WITH (4) 1/4-20 55. BOLT& NUTS
7/H0R:IZ. TRACK LENGTH =OPENING HEIGHT PLUS 12" AND TO SPRING SHAFT GUIDE WITH O w
TOP BRACKET \ - (2) 1/4-20 X 5/8"BOLT&NUT a
(STANDARD) TOP BRACKET �'0
(OPTIONAL) O a
f.
LOW HEADROOM DOOR
t 2- 14 GA. GALV.57EEL TRACK 00 m
HORIZONTAL REINFORCEMENT \\ — _ a > 8
1/2"X 1-3/4"X.058"FORMED STEEL VER11CAl TRACK G 4 N O 000N '
GLUED TO PANEL AND FASTENED TO 2--1/8"X 1'%.080" O 91 n O
VERTICAL STILES WITH 2"x 5-1/2"X.104" ilm �i
SECTION A-A IA(2) 3/16"POP RIVETS GALV. STEELWFASTENED W/(4) N 14 X 5/8"S.M.S.TOP RbLLER B CKET FOR LOW HEADROOM DOOR OPTION DOOR • SECTION HEIGHTS BRACKET PLACEMENTS bR HORIZONTAL REINFORCEMENT 1 HEIGHT 1/2'X 1--3/4"X.058"FORMED STEEL 1ST 2ND 3RD 4TH 5TH 81 82 I BJ 8-0 BS B6 B7 R8 �.
GLUED TO PANEL AND FASTENED TO 18" 18"
I. 18"N/A 1"TO 2"11-3/4 23 34° 45" 56" 67" -
VERTICAI STILES WITH - - i Q j
(2)3/16'POP RIVETS 6' 1"10" 18'.21"N/A 1"TO 2"11-3/4 23 34 45" 56" 67!7
21" 21"N/A 1"TO 2"11-3/4'" 23 34" 45" 56" 67" j 10--5/16" MEETING RIB 7'-618"12.fflir
18" 18" 18 18"1" 10 2"11-3/4" 23' 4"8'-O" 21"18" 18" 11-3/4 23" 34 45 56"
1.82° DIA.X .50'STEEL ROLLERS v O
W/ .44 DIA. X 5"STEM =w —SECTIONS ARE NUMBERED STARTING AT THE BOTTOM o M
'.FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10"O.C.
OPTIONAL INSULATIONS: z 0: -„-____,�__..— I y Q
BY'DYPLAST PRODUCTS LLC' W S m _, I W L)S n
EPS-EXPANDED POLYSTYRENE p m _ I 1.9”X 2.19"X 3.3'X.090 -- I-w
DENSITY m 1.05 PCF STEEL TRACK BRACKETS j�^ Z ID W .c
N.O.A.#11-0926.07 n 2-3/16•HIGH I 010 I
_ OR m CONNECTED TO TRACK WITH �� c
...,. ISO-25 POLY-ISOCYANURATE ) 1/4"BOLTS&NUTS. o O N
DENSITY 2.0 PCF
N.O.A.fl11-0926.06 m / I �Q Z 2¢
OR N L
BY'.FI OFOAM NORTH AMERICA' I Q N Q
DENSITY- 1.03 PCF N _
N.O.A.#10-1129.04 m (N�.
OR
' BY
DENSITY
FO.9 LLC' m
DENSITY= 0.92 PCF
N.O.A.014-0311.OB W
®
14 GA.GALV.STEEL
ROLLER HINGES FASTENED �'+_
W/(6)N 14 X 5/8'SMS m m o
MIN. 024`ROLL FORMED STEEL PANEL -- gla w
DRAWING QUALITY G-40 3
MIN.YIELD STRENGTH -39 KSI
WITH PRIMER AND BAKED-ON H L5
POLYS
TER PAINTED TOP COAT TRACK CONFIGURATION p p A
APPLIED TO BOTH SIDES OF STEEL jz u y
, H-.
12 GA. CALV.STEEL =BOTTOM BRACKET FASTENED VERTICAL LIFT HIGH LIFT STANDARD LIFT j OW HEADROOM _L y
W/(4) 8 14 X 5/8"SMS
DOUBLE TRACK
AVAILABLE TRACK OPTIONS
1 Enqi.JAVAD AHMAO PRODUCT RENEWED
CML I r x
FLA.PE B 70592 I5�>e
j BOTTOM SEAL OPTIONS CA.N.3538 e
ilo�f0�
�� •' u B 3 I
(DD/ SEF.SHEETS
�J �J�
MIs11I de P�uARn GMYvI 1 dr0wing no.
SECTION A-A 5 98-05
SEE SHEET 2 FOR LOCATION _ ;sheet 4 01 6'
OF REINFORCING TRUSSES
JIN. REINFORCEMENT/2" I3/4'X.058" ! m
A OGE
y8 X 1" FORMED STEEL m� o
1/2- MIN. I DIST. SELF DRILLING SCREWS V— 08 X 1'OR
--'-- m
SELF DRILLING SCREWS 2
--- 3 16''RNE%'STEEL RIVET .
I 4GE 01ST. o m / OR qI w
o MULTICRIP W/DOME HEAD O o
om m \\
L/�
3/I6''IP W/ STEEL EAD o AT 48"O.C.
� IVETS
o MULTICRIP W/ DOME HEAD F w
REINFORCEMENT Al 48'O.C. 4 d 6 io
1/2'X 1-3/4"K 058" ¢O w
-\` FORMED STEEL
1/4"DIA LAG SCREWS \ I// \ 1/4" DIA LAO SCREWS O O d
WOOD�� ;�\`
AT 6'FROM ENDS WOOD B� i 1\� `AT 6'FROM ENDS — - ��
AND I1'O.C. M ., i 1 ANO 11"O.C. MAX.
--- W'STRIP ADAPTER � � O (�7
ALUMINUM —J IP ADAPTER O IL Q Q
STEEL
RUBBER W'STRIPPING 0 2 Lo C
RUBBER W'S7RIPPINC 0:� O ry
Q In Ni
.225� 4 .7 0 040
F---1.750
BOTTOM SEAL OPTIONS ,
OPTION 'A' OPTION 'B'
m
WOOD BUCK CONNECTION TO WOOD SUBSTRATE(WOOD SPECIFIC GRAVITY SG-0.55 MIN.) n
THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT i�. Lj M
TO WOOD STRUCTURES.IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN
WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. Q
FOR DOOR REPLACEMENT APPLICATIONS WI7H NO ENGINEER OF RECORD, INSTALLATION MAY BE _ ANCHOR SPACING
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. --•---- Z F2-to
ANCHORS STRUCTURE EMBED SPACING EDGE DIST —W W ,o
3/8-NLC SLEEVE BY'HILTI CONC. 1-1 { _ p' _ _2" w
3/8-CONFLEX BY ELCIL FILLED BLOCK 2" _8' 3-3 4' X
5/16"X 1-5/8" — o �
LAG SCREWS STEEL STRUCTURE BY OTHERS 3,W DYNABOLT 8" 3- I O 3 LJ -
AT 11'O.C. MUST SUPPOfli THE LOADS IMPOSED
3 B POWER-BOLT BY POYKRS CO1K:. 2" 8' 2" I O Z
BY DOOR SYSTEM 3 8"SLEEVE-ALL BY SIMPSONS'I GONG. 1-1 2" 8" 3" O In o
CONCRETE r'e -3000 PSI MIN. W
at
•e� -WITH WASHEROh NUT C-90 GROUT FILLED BLOCK I'mZPSIMIN, 0 _
\° AT 12"O.C. MAX. O
WOOD BUCK CONNECTION TO MASONRY EDGE DIST.
� I B
PRESSURE TREATED 2X6 SYN WOOD JAMBS WHICH SHALL BE ANCHORED TO \I
GROUTED REINFORCED MASONRY BLOCK WAIL OR CONC. COLUMN WITH
1/4"ULTRACON BY'ELCO'WI7H SPACING OF 6 i
12"O.C. INTO GROUT FILLED BLOCK WALL,WITH 2-1/4"MW.EMBED I __ 1-1/4'% 2-I/2 X 14 GA _______ (�
9"O.C.•INTO 3000 PSI CONCRETE.WITH 1-3/4' MIN.EMBED 1-1/2' I 1-1/2" CONY.STF.EI.ANGLE I 1-1/2" o; 5 g
-. 2-1/2"MIN. EDGE DISTANCE nnn""
12 GA.GALV.STEEL n' s
1/4-TAPPER BY 'POWERS'WITH SPACING OF - _
/ a FLAT BRACKETS f3"LONG `u. 'o
8'O.C. INTO GROUT FILLED BLOCK WALL,WITH 1-1/2"MIN.EMBED 1/16'X 2-1/2\/ 2-1/8'X f°X Id GA. w
9"O.C. INTO 3000 PSI CONCRETE,WITH 1-3/4'MIN.EMBED FILLET WELDS AT 12"O.C.AE DOOR ORO CATV.STEEL TRACK °'
3"MIN.EDGE DISTANCE AT 12"O.C. MAX.
AT IB'O.C.ABOVE ODOR OPNG. FASTENED TO TRACK PLATES
CONNECTED TO CONT.ANGLE '-W/(2) 1/4-20X5/8"TRUSS HD.
3/8"CONFLEX BY'ELCO' OR W/(3)SPOT WELDS AT EACH SIDE SLOTTED M.S. 8:LOCK NUT '
J/8"LOT BY'ITV'WITH SPACING OF y ==,1 ='
CONTINUOUS ANGLE TRACK REVERSE TRACK CONTINUOUS ANGLE TRACK
21'O.C.IMO 3000 PSI CONCRETE,WITH 2-1/2*MIN. EMBED o '^
3'MIN. EDGE DISTANCE / TO WOOD BUCK TO STEEL TO CONCRETE AND FILLED BLOCK 'm o,d o
Ij
o
3/B"HLC SLEEVE BY'HILTI' WITH SPACING OF c s-
B'O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/4"MIN.EMBED, 4•MIN. EDGE DIST. ALTERNATE TRACK INSTALLATION
11'O.C. IMO 3000 PSI CONCRETE,WITH 1-1/4"MIN. EMBED AND
2-1/2"MIN.EDGE DISTANCE
Eng:JAVAD AHMAD
PREPARATION OF JAMBS By OTHERS CPA
L PRODUCTRENEW6p1
FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY C.A.N. SB592 r 1YLL11 d1E flewil"
ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT IOA05 IMPOSED B11ildtq Code I a
BY DOOR SYSTEM. AooepLanoe NO
FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF
RECORD,DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY
BUILDING OFFICIAL UPON INSPECTION. el' drawing no.
n Zo�SVIWIPtO&k4 ONW&I
MAXRAUM EXTERIOR(4)LOAD PER JAMB = (16.17' X 48 PSF)/2 = J88 Lbs per ft. 98-05
MAXIMUM INTERIOR(-) LOAD PER JAMB = (16.17' X 70 PSF)/2 420.4 Lbs per-Ft. �0 et 5 of J
LT
I I \I a
* PLASTIC COMPLIES WITH I o
DOOR PANEL CHAPTER 26 OF FBC
24 CA. (.024) STEEL MIN. SEE EVIDENCE PAGE m
O
mm� w
IL
1.765 1.725 4f F
7/16"DIA.WASHER 0 w
1.144 Q
I' 08 X 3/4'SMS. 21 3/4" 0 M i
� , •''I -m 3/8"FROM ENDS MAX. .800,176 �. Q'.
AND 7"O.C.MAX. WOW. WIDTH Q IL Q p
EXTERIOR FRAME * INTERIOR FRAME �
l
.1/4-SMS w I 18 1/8" RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION a 3 y
_—_
I III ` 0 1-3/8'FROM ENDS \ IL,Z
3 N,o D.L.O.
I „ I AND 6-1/2"O.C. MAX. o lZZ7 AMY_ t
IIS_.-._ 1
/�
.176 X.062 DEEP i :J
GROOVEOD
.. .. .. ll�-.
I,.
•III 1/4"POLYCARBONATE LEXAN !yI %��• � % iS.
Lj
IIIIBYA SABIC INNOVATIVE PLASTICS' L_
7 I 0 #13-0717.01 7 _ _- ----_- \
LF-M� ,
w
U9 00 w
v. pq
3 •I'I ..'T '. / u 9 jr m
„ i �. 01 p I
Z O 3 ,n
'i.
I '• :�. r J iI
' 4 ' .. ./ Y.. n ms 1 ED
175 X.062 DEEP El
�,I„ WGROOVE :n N �,: :5
1
- -- ° ;
I �I
(4) b8 X 3/4"SMS INSIDE ELEVATION - �W
!•11 ® I-3/a"FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS W T
AND 6-1/2"O.C. MAX. i i rc
n WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION
y8 x 3/4'sus
<�` r` III I ®]/e"FROM ENDS 175%.062 DEEP N
r I AND 4-1/2"O.C. MAX. GROOVE_
®8 X 3/4"SMS
® 3/8"FROM ENDS - (--�
AND 7"O.C. MAX. :77.
.._._.. .. .... _ _ _ AD IMAD I o
CML j
7/i6'•DIA.WASHER
C.A.N.�5 Bs92 rPDUCT RfNEWFA Io ,
`\ O0m1�1�wail tlr FlwiAa
DOOR PANEL EXTERIOR
I
24 GA- (.024) STEEL MIN.
\ DOOR PANEL IS/16"MIN. O.L.OPG. O 2015 gy Irdfowing nDo
24 GA.(.024)STEEL LAIN. GLAZING OIiC b MIINIIr fM/ueCmfol i ( 98-05 WINDOW WIDTH _-�
(sheet 6 of 6-�