HomeMy WebLinkAboutNOADEPARTMENT OF REGULATORY AND E(
BOARD AND CODE ADMINISTRATION DI
NOTICE OF ACCEPTANCE
DAB Door Company, Inc.
12195 NW 981 Avenue
Hialeah Gardens, FL 33018
SCOPE:
This NOA is being issued under the applicable r
documentation submitted has been reviewed an(
used in Miami Dade County and other areas whi
This NOA shall not be valid after the expiration
Miami Dade County) and/or the AHJ (in areas
material tested for quality assurance purposes.
manufacturer will incur the expense of such test
such product or material within their jurisdictie
by Miami -Dade County Product Control Sect
applicable building code.
This product is approved as described herein
including the High Velocity Hurricane Zone.
DESCRIPTION: Hurricane Master® M
Window Lite Option (DP +36.0, -44.0 PS:
APPROVAL DOCUMENT: Drawing No
Garage Door", dated 09/10/2002 and last re
Farooq Corporation, signed and sealed by J;
Control Revision stamp with the Notice of 1
County Product Control Section.
MISSILE IMPACT RA11NG: Large ai
LABELING: A permanent label with the r
number, the positive and negative design pr
instruction drawing reference number, appri
statement reading `Miami -Dade County Prc
bottom angle, or inner surface of a panel.
"GANNED MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
IW((�� �pp� f(�P1! iYt 11805 SW 26 Street, Room 208
E,Y00URCESWER) Miami, Florida33I75-2474
1 T (786) 315-2590 F (786) 315-2599
A) www.miamidade.gov/economy
ales and regulations governing the use of construction materials. The
accepted by Miami -Dade County RER-Product Control Section to be
re allowed by the Authority Having Jurisdiction (AHJ).
date stated below. The Miami -Dade County Product Control Section (In
ether than Miami Dade County) reserve the right to have this product or
T this product or material fails to perform in the accepted manner, the
ng and the AHJ may immediately revoke, modify, or suspend the use of
a. RER reserves the right to revoke this' acceptance, if it is determined
)n that this product or material fails to meet the requirements of the
and has been designed to comply with the Florida Building Code,
824/811 Steel Sectional Garage Door 16'-2" Wide with
02-21 Rev L, titled "24 GA. Roll Formed Steel Sectional
ised on OCT 05, 2017, sheets 1 through 5 of 5, prepared by Al-
vad Ahmad, P.E., bearing the Miami -Dade County Product
eceptance number and expiration date by the Miami -Dade
Small Missile Impact Resistant
ifacturer's name or logo, manufacturing address, model/series
re rating, indicate impact rated if applicable, installation
number (NOA), the applicable test standards, and the
Control Approved' is to be located on the door's side track,
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 affect,ug the performance of this product.
TERMINATION of this NOA will occur aftc r 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 pri
expiration date may be displayed in advertising
in its entirety.
INSPECTION: A copy of this entire NOA sh
shall be available for inspection at the job site at
This NOA revises NOA # 15-0304.01 and c
well as approval document mentioned abov(
The submitted documentation was reviewed
MIAMI-DADE COUNTY
;eded by the words Miami -Dade County, Florida, and followed by the
iterature. If any portion of the NOA is displayed, then it shall be done
be provided to the user by the manufacturer or its distributors and
request of the Building Official.
isists ofthis page 1 and evidence pages E-1, E-2 and E-3, as
Ishaq I. Chanda, P.E.
NOA No. 17-1018.12
Expiration Date: July 21, 2020
Approval Date: December 14, 2017
Page 1
DAB Door Company. Inc.
1. Evidence submitted in
files
A. DRAWINGS
1. Drawing No. 02-21, titled 4 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 #,
1. Test Report on Uniform Sta
TAS 202-94, of "DAB 824
Engineering & Testing Inc.,
by Candido F. Font, P.E.
2. Test Report on Large Missil
Test per FBC, TAS 203-94,
Hurricane Engineering & TE
and sealed by Candido F. R
3. Test Report on Tensile Test
prepared by Hurricane Engn
01/21/2011, signed and seal
"Submitted under NOA # 0
4. Test Report on Large Missil
Residential Door with Wind
No. HETI 03-1328, dated 0
5. Test Report on Uniform Sta
Hurricane Engineering & Tf
and sealed by Rafael E. Dro.
6. Test Report on Tensile Test
by Hurricane Engineering &
signed and sealed by Rafael
"Submitted under NOA # 0
7. Test report on Salt Spray (C
prepared by Celotex Corpor
Jackson, P.E.
C. CALCULATIONS "Submitted
1. Anchor verification calcul,
07/24/2014, signed and se:
-0414.12"
Air Pressure Test, Loading and Forced Entry Test per FBC,
ctional Residential Garage Door" prepared by Hurricane
eport No. HETI-07-4200, dated 05/02/2007, signed and sealed
Impact Test per FBC, TAS 201-94 and Cyclic Wind Pressure
f "DAB 824 Sectional Residential Garage Door", prepared by
ting Inc., Report No. HETI-11-3204, dated 01/20/2011, signed
t, P.E.
)er ASTM E8-08 of "Sectional Residential Door (skin)",
;ering & Testing Inc, Report No. HETI-11-T100, dated
l by Candido F. Font, P.E.
=0228.02"
Impact Test and Cyclic Wind Pressure Test, of "Sectional
ms", prepared by Hurricane Engineering & Testing Inc., Report
/15/2003, signed and sealed by Rafael E. Droz-Seda, P.E.
.c Air Pressure Test, of "Sectional Residential Door" prepared by
;zing Inc., Report No. HETI 03-1329, dated 07/15/2003, signed
-Seda, P.E.
per ASTM E-8 of "Sectional Residential Door (skin)", prepared
Testing Inc, Report No. HETI 03-T078, dated 10/31/2003,
?. Droz-Seda, P.E.
0.04"
on) Test per ASTM B 117 of a painted G-40 steel panels,
Test Report No. 258592, dated 08/17/1998, signed by W. A.
7der NOA # 14-0814.10"
ons prepared by Al-Farooq Corporation, dated 09/22/2014 and
:d by Javad Ahmad, P.E.
E-1
(sI..flk.0Lei ,&
T Ishaq I.'Chanda, P.E.
Product Control Examiner
NOA No.17-1018.12
Expiration Date: July 21, 2020
Approval Date: December 14, 2017
DAB Door Company, Inc.
�In
C. CALCULATIONS (Cont.)
"Submitted under NOA # 1
2. Anchor verification calculat
2007, dated 04/07/2011, sig
3. Anchor verification calculat
2007, dated 12/19/2008, sig
"Submitted under NOA # 0
D. QUALITY ASSURANCE
1. Miami -Dade Department of
E. MATERIAL CERTIFICATI
1.
Notice of Acceptance No.
Lexan Sheet Products, apj
2.
Notice of Acceptance No.
Insulfoam Expanded Poly
11/29/2017.
3.
Notice of Acceptance No,
Polystyrene Block Type 1
4.
Notice of Acceptance No.
Dyplast ISO-C1 Polyisoc,
01/11/2017.
5.
Notice of Acceptance No.
Expanded Polystyrene Bb
"Submitted under NOA # (
6. Test Report on Accelerated
ASTM G155 of "PVC Extr
Testing, Inc., Report No. H
Droz-Sella, P.E.
7. Test Reports on Tensile Te:
Hurricane Engineering & T
and sealed by I. Ghia, P.E.
8. Test Report on Self-Ignitior
Test of "RE.HAU non -foam
Report No. 04-761-15019.0
F. STATEMENTS "Submitted
1. Statement letter of code
issued by Al-Farooq Co
'ANCE-
-0414.12"
)ns prepared by Al-Farooq Corporation, complying with F.B.0
ed and sealed by Javad Ahmad, P.E.
)ns prepared by Al-Farooq Corporation, complying with F.B.0
ed and sealed by Humayoun Farooq, P.E.
-0128 02"
and Economic Resources (RER)
17.01, issued to SABIC Innovative Plastics, for their
on 11/28/2013 and expiring on 07/17/2018.
11.08, issued to Insulfoam, LLC, for their
Insulation, approved on 08/14/2014 and expiring on
-0926.07, issued to Dyplast Products, LLC, for their Expanded
lation, approved on 11/10/2011 and expiring on 01/11/2017.
-0926.06, issued to Dyplast Products, LLC, for their
urate Insulation, approved on 11/10/2011 and expiring on
•1129.04, issued to Cellofoam North America Inc, for their
Insulation, approved on 02/24/2011 and expiring on 02/24/2016.
-0228.02"
Veathering Using Xenon Are Light Apparatus Test per
;ion Material", prepared by Hurricane Engineering &
TI 04-A002, dated 09/27/2004, signed and sealed by Rafael E.
per ASTM D638 of "PVC Extrusion Material", prepared by
,ting Inc., Report No. BETI 04-T251, dated 11/29/2004 signed
Temperature Test, Rate of Burn Test and Smoke Density
PVC extrusion material", prepared by ETC Laboratories,
dated 05/06/2004, signed and sealed by J. L. Doldan, P.E.
NOA # 14-0814.10"
�rmance to the 51 edition (2014) FBC and no financial interest
ion, dated 05/13/2014, signed and sealed by Javad Ahmad, P.E.
E -2
151L%A.111. (at "1__
Ishaq I. Chanda, P.E.
Product Control Examiner
NOA No. 17-1018.12
Expiration Date: July 21, 2020
Approval Date: December 14, 2017
DAB Door Company, Inc.
2. New Evidence submitted.
A. DRAWINGS
1. Drawing No. 02-21 Rev L,
dated 09/10/2002 and last r
Al-Farooq Corporation,, sig
Note: This revision consist of e
B. CALCULATIONS
1. None
C. QUALITY ASSURANCE
1, Miami Dade Department of
D. MATERIAL CERTIFICATIO
1. Notice of Acceptance No. 17•
Insulfoam Expanded Polystyi
2. Notice of Acceptance No. 16.
ISO-C1 Polyisocyanurate Ins
3. Notice of Acceptance No. 15•
Expanded Polystyrene Block
4. Notice of Acceptance No. 15-05
Products, expiring on 07/17/201
E. STATEMENTS
1. Statement letter of con
prepared by Al Farooq
P.E.
F. OTHER
1. This NOA revises NOA
;d "24 GA. Roll Formed Steel Sectional Garage Door'',
ed on OCT 05, 2017, sheets 1 through 5 of 5, prepared by
and sealed by Javad Ahmad, P.E.
rial changes to comply with FBC 2017.
and Economic Resources (RER).
21.06, issued to Insulfoam, LLC, for their
Insulation, expiring on 11/29/2022.
08.04, issued to Dyplast Products, LLC, for their Dyplast
tion, expiring on 01/11/2022.
03.04, issued to Cellofoam North America Inc, for their
ulation, expiring on 02/24/2021.
08, issued to SABIC Innovative Plastics, for their Lexan Sheet
to FBC 2014 (5111 Edition) and FBC 2017 (6tk Edition),
ion, dated 10/05/17, signed and sealed by Javad Ahmad,
expiring 07/21/20.
E -3
14,t,f, V L\,
Ishaq I. Chanda, P.E.
Product Control Examiner
NOA No. 17-1018.12
Expiration Date: July 21, 2020
Approval Date: December 14, 2017
7-1/2" X 2-1/4' X 18 GA -- PU
GALV. STEEL CENTER HINGE '�0
® W/ (4) #14 X 5/8• SMS ,
WITHOUT DELRON SLEEVE (STD.)
0 00
7-1/2" X 3' X .071' GALV. STEEL I
END ROLLER HINGE 00
W/ (6) 014 X 5/8' SMS
WITHOUT DELRON SLEEVE (STD.)
0 WITH DELRON SLEEVE (OPTIONAL) 0 i
7-1/2' X 2-1/4' X .071° LOCK
GALV. STEEL CENTER HINGE
0 W/ (4) f14 X 5/8' SMS 2/ DOOR
0 WITH DELRON SLEEVE (OPIJGNALT -- --
O
` 1 1" W X .15 THK. LATCH,, `
CENTER HINGE 11 STANDARD LOCK
SPRING LOADED SLIDE BOLT (BOTH SIDisS
FASTENED W/ (4) f14 X 1/2' S.M.S. ,
5/8' MIN. LOCK ENGAGEMENT
CONFORMS TO SECTION 1008 REGARDING '
r GARAGE DOORS r r
'.,.158 DIA GALV. AIRCRAFT TYPE�'II� •- �`�,\\ i i 1 ��,\\
CABLE & NICO-PRESS SLEEVE III I II B
I B I 1
2-3/4-W X 5-5/5.1 X .090' THK.11 11 1
STEEL PLATE, 1-3/8' DEEP
WITH (3) f14 X 3/4"
SELF DRILLING SCREWS ,
TOTAL f OF
DOOR
'U' BARS AT
HEIGHT
CONSISTS OF
EACH ODOR
6'-6'
2 SECTIONS 1B'
2 SECTIONS 21'
6'-9'
1 SECTION 18"
3 SECTIONS 21'
7'
4 SECTIONS 21'
-
7•_3•
_
_
T-S'
5 SECTIONS 18'
-
7'-9'
4 SECTIONS 1B'
1 SECTION 21'
6'
3 SECTIONS 18'
2 SECTIONS 21"
2 SECTIONS 18'
3 SECTIONS 21'
8'-B'
1 SECTION 18'
4 SECTIONS 21'
8'-9"
5 SECTIONS 21'.-
6 SECTIONS 18"
-
9'-3'
5 SECTIONS 18'
1 SECTION 21"
9'-6'
4 SECTIONS 18'
2 SECTIONS 21"
9'-9'
3 SECTIONS 113'
3 SECTIONS 21'
10'
2 SECTIONS 18'
4 SECTIONS 21'
10'-3'
1 SECTION 18'
5 SECTIONS 21"
S2
Y
10'-6"
6 SECTIONS 21'
-
10'-9'
6 SECTIONS 18'
1 SECTION 21'
11'
11'-3'
5 SECTIONS 18"
4 SECTIONS 18'
2 SECTIONS 21'
3 SECTIONS 21"
11'-6"
3 SECTIONS 18'
4 SECTIONS 21"
11'-9'
2 SECTIONS 18'
5 SECTIONS 21"
'-
12'
1 SECTIONS 18'
6 SECTIONS 21'
12'-3"
7 SECTIONS 2V
-
12'-6'
6 SECTIONS 18'
2 SECTIONS 21"
12'-9'
5 SECTIONS 18'
3 SECTIONS 21'
13'
4 SECTIONS IS'
4 SECTIONS 21'
13'-3'
3 SECTIONS 18'
5 SECTIONS 21"
13'-6'
2 SECTIONS 18"
6 SECTIONS 21'
13'-9'
1 SECTION IS'
7 SECTIONS 21"
14'
8 SECTIONS 21'
-
14'-3'
6 SECTIONS 18"
3 SECTIONS 21'
14'-6"
5 SECTIONS 18"
4 SECTIONS 21'
4 SECTIONS 18"
5 SECTIONS 2I.
3 SECTIONS 18'
6 SECTIONS 21'
2 SECTIONS 18'
7 SECTIONS 21'
V15-..
1 SECTION 18'9
SECTIONS 21'6
SECTIONS 18'
4 SECTIONS 21'
NUT TOP FIXTURE 5-1/2" X 2-3/4' X 0.1' wig
STEEL PLATE WITH ONE 5/16-18 MS W/ NUT OPTIONAL DOOR VIEWER
FASTENED TO END STILE WITH TO BE INSTALLED AT N
(6) f14 X 3/4' SELF DRILLING SCREWS ANY CENTER STILE
N
SEE SHEET 3 FOR TOP BRACKET OPTIONS Z P
CENTER STILES O 1p
SEE SCH. 'A' r A t; g
Yij-1a
K LOgg N
a S 00
rH
in 13 C3 In 0 �'M V)
cy1m 0
MAO/.\ 1m 0 095
M H
� 0le
�
@0-
L>oo wS LLWN-o
E3 C31m -I.
00 83 Q602v
B^ om Om
O N
DOOW LHEADROOM
OR
DOOR OPTION
ym
— — —
E
7-7/8" X 3-1/8' X .010' �,
OPTIONAL VENTS
I
e
V N
STEEL PLATE
WITH (4) #14 X 3/4' SIDSJ
OPTIONAL FLUSH FACE
(3) 5" WIDE AT 7' O.C. MAX. MAX DOOR WIDTH WOOD GRAIN DESIGN L A
OPNG. AREA NOT TO EXCEED 120 SO. IN.
p Z (D N
O
16'-2
_
CENTER STILE
THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT
INSIDE ELEVATION
DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA
BUILDING CODE. TAS-202, TAS-201 & TAS-203 FOR FNHZ AND
rn w
c N o
OUTSIDE
RAISED PANEL EMBOSSED DOOR
ASIM E18B6-03ASTM E7996-09.
N
2i 29
HANDLE
GENERAL NOTES
END STILE
DAB DOORS INC.
1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
Hurricane Master® Model 824 811
REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA
LOBAR GUIDES
Max. Size 16'-2" X 16'-0" High
BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).
2. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS
t1-INIMAL—LED
ON END STILE
With Window Lite Option
AND INSTALLED PER MANUFS INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE
WITH (4) f14 X 5/8" SMS
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
X .6W LOCK BAR
DESIGN PRESSURE RATING = + 36.0 PSF
3. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
GES IN TRACK
4 MATERlALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT
ON EACH SIDE OF DOOR
- 44.0 PSF
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
CENTER STILES
SCHEDULE 'A'
REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARD!
OUTSIDE KEYED LOCK
P O
LOCK BAR LOCKING SHOWN
ALTERNATE TO ® ®® ®
SPRING LOADED SLIDE BOLT
LOCKS SHOWN ABOVE I 8'-0" TO 9'-10" _ I
n p wR1THs
CENTER STILES
CONFIGURATION
S. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION
FOR A SITE SPECIFIC PROJECT, I- UFE SAFETY OF THIS PRODUCT, ADEQUACY
OF STRUCTURE ION REST THIS PRODUCT AND SEALING AROUND OPENING FOR
WATER INFILTRATION RESISTANCE ETC.
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY,
AND TO BE RENEWED BY BUILDING OFFICIAL
6. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION
IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE.
� O
O
.S
Oc
Y a
m
m
m
-
m
DOOR WIDTHS
f OF CENTER STILES
e'-0' TO 9'-10'
2
10'-O' TO 11'-10'
2
12'-0' TO 13'-10'
J
14'-O" TO 15-10'
4
15'-11' TO 16'-2'
5 -
LAUL1NU IU UUWLT WITH ]LUIIUN 1/U9.11a.
nioDUCFR£VIEP ®®® ® ® ®®® ®® ®® f14 X 3/4' SELF DRILLING SCREWS .Aftpb
i"` Ik p}pNgs MAY BE USED S ; • A}CEN,4F•
to" a." IN UEU OF f14 X 5/8' SMS I
A=cc NO 11^ tOl •(Z I 10'-0" TO 11'-10' _ I 14'-O" TO 15'-10" _I _ $ a
npIn1ADOOR WIDTHS DOOR WIDTHS � �Tc P 2 _ O 7 592 -
� -
=, STA OF drawin no.
PeolrttP•d1d JAI ®®® ®� ®®®®®®® ' ' ��!�(ORIDi;.•���`0 2
12'-0" TO 13' 10' _ I 15' 11" TO 16'-2•
DOOR WIDTHS DOOR WIDTHS lllT L I I11111� sheet I of 5
A
I� .055' X 2-1/4- X 3/4` X 2-
GALV. STEEL U.BAR REINFORCING TRUSS
0 BOTTOM OF PANEL TRUSS FASTENED TO
VERTICAL INTERMEDIATE STILES W/ TWO
#14 X 5/8' S.M.S. AND TO END STILE
W/ FOUR #14 X 3/4- SELF DRILLING S.
o
Z
w �
fn V
0t
b �
3
(�
1ST SECTION (BOTTOM)
STEEL TRACK BRACKET FASTENED
TO WOOD JAMB WITH
5/16- X 1-5/8- LAG SCREW
(FULLY THREADED)
HEX WASHER HEAD TYPE A
ONE PER BRACKET
SOUTHERN PINE ,'•a
0.55 S.C,_\ _ ••�
1-3/16-
1.9" X 2.19" X 3.3" X .090"
STEEL TRACK BRACKETS
SEE SHEET 3 FOR SPACING
24 GA. STEEL PANEL
V
O
FLAPS BENT OVER PANEL
H b
1
I
�
ooav
- -
1/2' PUNCHED HOLES I
LL
® 4' D.C.
YJ
O O N
�1 r
'
a&x
1�,
s
0 16 a
FI'
PftavCtREyEMD
w g
j
I
4s. Filb The F7.(Ij t
aY 0�
Q W 01
Pi am-
D.1, 1
3/16' POP RIVETS
tl/ Plpd
N
AT 4" O.C.
(6) FOR 21' 5T1LES
N
(5) FOR 18' STILES
o V
c0 M
.024' STL PANEL
T= c
O
END STILE
..
OUTSIDE OF DOD
<
_
°a
U-
L
W Q
= O
0)
INTERMEDIATE SECTION TOP SECTION
-3
3 `v
'OZV
o
,to
IAL STOP MOULDING
SOLID BRASS DOOR VIEWER
a
O1
OR INSTALLER
_ ~
BY 'SCHLAGE SECURITY HARDWARE'
•�"
¢ 14 X 5/6" sM5
3/4' X 2' x 2-1/2' X STEEL
ENO STALE, CONNECT TO PANELS WITH
PANE
INSTALLED IN 9/16- DIA. HOLES IN CENTER STILE
6 PER HINGE
FLAPS AND (s) OR (s) 3/16' ALUM RIVETS
POSITIONED AT EYE LEVEL
1/2- X 1-3/4" X .058' FORMED STEEL
PANEL AND SECURED TO
SEE DETAIL ABOVE
W
GLUED To
END STILE WITH (4) 3/16" POP RIVER
ANCHORS AT TRACK BRACKET:
DIA. POWER -BOLT BY 'POWERS'
1-7/8- X 2-5/8° X .049" STEEL
CENTER STILE, GLUED AND RIVETED
EDGE
DISTANC
E
y'/e'
A) 2" MIN. EMBED INTO CONCRETE (3000 PSI MIN.)
o .
•�'+
TO PANEL W/ (4) 3/16" RIVETS 3/16'
a
a"'.
2" MIN. EDGE DISTANCE
w
R
Y 14 X 5/6" S.M.S. POP RIVETS
y1-3/16�
3/8' DIA. HLC SLEEVE BY 'HILTI'
y u
4/ HINGE
I ° ,' �s.° ,'j,
B) 1-1 /4" MIN. EMBED INTO CONCRETE OR FILLED BLOCK
2-1/4' MIN. EDGE DISTANCE INTO CONCRETE
4' MIN. EDGE DISTANCE INTO FILLED BLOCK
CONCRETE Vc = 3000 PSI MIN.
car
2
e
a
C-90 GROUT FILLED BLOCK I'm - 2C00 PSI MIN.
m
r I ANCHOR TYPE A OR B
BRACKET
SALSHEET 3 FOR BRACKET SPACING \111111i11IfI
7-1/2' x .0501
GALV. STEEL
INTERIOR SIDE 7-1/2' X .071'J
END ROLLER HINGE
STEEL TRACK
CENTER HINGE
17/8'
14 CA. X 2-1/8' X 1' (STANDARD)
1.82" DIA. X .50" STEEL ROLLERS
2 GA X 3_5/16" X 1-1/2" (OPTIONAL)
PUSHNUT
1.82" DIA X .50" NYLON ROLLERS (OP
FASTENED TO TRACK PLATES
INSTALLED ON ROLLER SHAFT
2.75" DV, X .50" STEEL ROLLERS (OP
W/ 1SLOT/4-20 X 5/8" TRUSS HD.
2.75' DIA. X .50" NYLON ROLLERS (OP'
TED M.S. & LOCK NUT
SECTION
B-B WITH 5
........
':®
1/4-20 SS BOLT 0592 _
& NUT
OF r•��� drawing
RIVETS
5/16" X 1-5/8' LAG SCREWS INTO WOOD OR
2-3/4" X 5-1/2' X 3" X .104'
3 5/16" SLEEVE ANCHORS
WITH 1-1/4' EMBED INTO MASONRY N
GALV. STEEL
"TOP ROLLER BRACKET ON EACH SIDE
3. PER BRACKET
FASTENED W/ (6) 111 14 X 5/8' S.M.S.
-
14 GA. GALV. STEEL ADJUSTABLE
SLIDE FASTENED TO BRACKET
2-1/2' X 4-1/4' X 13 GA STEEL PLATES
�8 X 3/4' HEX HEAD
WELDED TO 1-1/2' X 1-1/2' X 14 GA ANGLE
- FASTENED TO TRACK
M. & NUTS.
M. SCREWS
WITH (4) 1/4-20 SS. BOLT & NUTS
TOP BRACKET
(STANDARD) TOP BRACKET
(OPTIONAL)
LOW HEADROOM DOOR
HORIZONTAL REINFORCEMENT
1/2" X 1-3/4" X .058- FORMED STEEL
-GLUED TO PANEL AND FASTENED TO
VERTICAL snLES WITH 2- X 5-1/2' X .1047
(2) 3/16" POP RIVETS GALV. STEEL
FASTENED W/ T4) # 14 X 5/8' S.M.S.
TOPP ROLLER BRACKET FOR
LOW HEADROOM — --
HORIZONTAL REINFORCEMENT
1/2" X 1-3/4" X .058' FORMED STEEL
GLUED TO PANEL AND FASTENED TO
/ VERTICAL STILES WITH
(2) 3/16' POP RIVETS
5/16' MEETING RIB
PLASTIC/STEEL ROLLERS
1.82' DIA. X .50'
W/ .44 DIA. X 4-1/4" STEM
OPTIONAL INSULATIONS:
ISO-25 POLY-ISOCYANURATE
DENSITY - 2.0 PCF
N.OA #16-1108.04
OR
U NNIT - i.vo —
N.O.A. g15-1203.04
OR
BY 'INSULFOPM LLC'
DENSITY = 0.92 PCF
N.OA 877-0221.06
14 GA GALV. STEEL
ROLLER HINGES NED
W/ 6) # 14 x 5/88E SMS
MIN..024" ROLL FORMED STEEL PANEL
DRAWING QUALITY G-40
MIN. YIELD STRENGTH = 39 KSI
WffH PRIMER AND BAKED -ON
POLYSTER PAINTED TOP COAT
APPLIED TO BOTH SIDES OF STEEL
12 GA. GALV. STEEL
BOTTOM BRACKET FASTENED
W/ (4) a 14 X 5/8' SMS
OPTIONS
SECTION 6-
SEE SHEET 2 FOR LOCATION
OF REINFORCING TRUSSES
WLTAIJKsiolz •�
HORIZ. TRACK SUPPORT,
CENTER SUPPORT REDD. ON DOORS
EXREEDING 8 FT. IN HEIGHT
II
A_.J
TACK LFNGTH = OPENING HEIGHT PLUS 12"
14 GA GALV. STEEL TRACK
1-1/2' X 1/2° X 1/8' HORV. ANGLE
FOR DOOR HEIGHTS UPTO 6 FT.
WITHOUT INSULATION OR WINDOWS.
2' X 2' X 1/8" HORIZ. ANGLE
FOR DOOR HEIGHTS ABOVE 8 FT. OR
DOORS WITH INSULATION OR WINDOWS
SPOT WELDED TO HORIZ. TRACK
WITH TWO WELDS AT 1-1/2" APART
FIRST AT 3' O.C., REST AT 9' O.C.
CONNECTED TO FLAG BRACKET ANGLE
W/ 3/8-16 X 3/4' BOLT & NUT
AND TO SPRING SHAFT GUIDE WITH
(2) 1/4-20 X 5/8' BOLT & NUT
VERTICAL TRACK
_"JF
SECTION A —A
DOOR
• SECTION HEIGHTS
BRACKET PLACEMENTS
HEIGHT
15f
2ND
3RD
4TH
5TH
B7
B2
133
B4
B5
86
87
BB
6'-0'
18'
18"
18"
18'
N/A
1" TO 2"11-3/4"
23"
34'
45'
56"
67"
-
6'-6'
21:
18"
18'
21'
N/A
1" TO 2"11-3/4'
23"
34"
45'
56"
67"
-
7'-0"
21"
27'
21'
21'
N/A
1' TO 2"
11-3/4'
23°
34"
45'
56"
67°
-
7-6'
18"
18"
18'
18"
18'
1' TO 2"
11-3/4'
23"
34"
45'
56"
67'
78-1/4'
B'-0"
21°
18"
18°
18"
21"
1' TO 2°
11-3/4'
23'
34"
45'
56'
67"
78-1/4'
"-SECIIUN5 AKE NUMBEKLU SIAKIING AT THE DUIIUM
FOR DOORS MORE THAN 8 FT. HIGH. USE ADDITIONAL TRACK BRACKETS AT 10" O.C.
PRODUC C REvism
1.9' % 2.19" % 3.3° X .090"
rca� Y�TIh t& FTori9a
STEEL TRACK BRACKETS
f-kVag Co&
2-3/16" HIGH
Acceplamce Na -/O(
CONNECTED TO TRACK WITH
nig.4iae D.I.
k 1) 1/4' BOLTS & NUTS.
lUdf 'bdacf C®IM'N
VERTICAL
LlFE HIGH LIFE STANDARD LIFE LOW HEADROOM
DOUBLE TRACK
AVAILABLE TRACK OPTIONS 111-1111
0 "� m
h N
2
�RE
0{j0uN` o
Q N�
0 Oa�M 0
O v�y� t0
afuM2�,
0
aIME
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8 E 00v
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o U v 1
0ZC7 N
0
00Lo 0
d m W d m
D N S 12
��'•� vcENSF'•
.7 592
OF•Ly�S drawl g no.
30VAI:
1/4' DIA. LAG SCREWS i 1/4' DLA. LAG SCREWS
28Y AT 6' FROM ENDS 2BY AT 6' FROM ENDS
W000 BU I AND 15. O.C. MAX. WOOD BU I I AND 15' O.C. MAX.
1 1
OPTION 'A' OPTION 'B'
WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG=0.55 MIN.)
THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT
TO WOOD STRUCTURES. IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN
WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE
5/16" X 1-5/8-
LAG SCREWS
AT 12' O.C.
WOOD BUCK CONNECTION TO MASONRY
PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO
1
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH
ULTRACON BY 'ELCO' WITH SPACING OF
12" O.C. INTO GROUT FILLED BLOCK WALL, WITH 2-1/4' MIN. EMBED
13" O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4' MIN. EMBED
1
2-1/2' N. EDGE DISTANCE
1-1/2'
1/4' TAPPER BY 'POWERS' WITH SPACING OF '
11' O.C: INTO GROUT FILLED BLOCK WALL, WITH 1-1/2' MIN. EMBED
13' O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4' MIN. EMBED 1/16" X 2-1/2"'
3' MIN. EDGE DISTANCE FILLET WELDS
3/8' CONFLEX BY 'ELCO' OR AT 12" O.C. MAX.
3/8" LDT BY 'RW° WITH SPACING OF
23' O.C. INTO 3000 PSI CONCRETE, WITH 2-1/2' MIN. EMBED
3' MIN. EDGE DISTANCE CONDNLIOUS ANGL F TRACK
3/B' HLC SLEEVE BY 'HILTI' WITH SPACING OF TO WOOD BUCK
10O.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
2-1/2' INTO
EDGE DISTANCE
0
FOR NEW CONSTRUCTION ENGMEER OF RECORD OR ARCHITECT TO VERIFY '
ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED
BY DOOR SYSTEM.
FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF
RECORD, DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY
BUILDING OFFICIAL UPON INSPECTION.
MAXIMUM EXTERIOR(+) LOAD PER JAMB (16.16' X 62 PSF)/2 291 Lbs per Ft.
MAXIMUM INTERIOR(—) LOAD PER JAMB (16.16' X 44 PSF)/2 = 355.5 Lb. per Ft.
88 X 1'
SELF DRILLING SCREWS
OR
3/16' 'RNDC STEEL RNETS
MULTIGRIP W/ DOME HEAD
REINFORCEMENT
1/2" X 1-3/4" X .0511'
FORMED STEEL
8 X,1•
SELF DRILLING SCREWS
3/18' 'RNIX' STEEL RNETS
II!
�Y
Z u
0 k q
AT 48' O.C.
MULTIGRIP -W/ DOME HEAD
u5
Z a
REINFORCEMENT
Al 48" O.C.
G
0
1/2' X 1-
0 qq s
FORMED STEEL
D-
OCL
N
W'STRIP,f.11.ApZR
CLINUM
WSTERLIP ADAPTER
D aOi o a $
0 0(nIz
RUBBER W'5TRIPPING
RUBBER W'STRIPPING
¢ Z A
QW=LL
Wyr�
zz 700 oao 3a8 Q f
m
f�-1.750� 1.790 �1 r�
� N
MODUC T REVISED W N
BOTTOM SEAL OPTIONS m eo0Pi14ng with the Flormb ¢ i
WWTng Code c5 m
tAaeplaece
PtrgblOat.
eD
oQF�rc$Fs4' /dXc[Q4n91ttl SFU.' C M o
O Qty
ANCHOR SPACING
as
EO
ANCHORS F STRUCTURE
EMBED SPACING
EDGE DIST.
iZ a
3 8' HLC SLEEVE BY HILT CONC.
1-1 4 e"
2"
�
U
3 8' CONFLEX BY 'ELCO Fla BLOCK
3 B" DYNABOLT BY "n CONC.
1-1 2 B"
3-3 4
2-1 2
3 o n
STEEL STRUCTURE BY OTHERS
MUST SUPPORT THE LOADS IMPOSED
3 8' POWFA—BOLT BY POWERS CONC.
3 SLEEVE SIMPSONS
2' B"
1-1 2
2'
0
0 Z
p
BY DOOR SYSTEM
B —ALL BY CONC.
B'
3'
5/16' DLA. BOLTS
CONCRETE Vc - 3000 PSI MIN.
C-90 GROUT FILLED BLOCK f'm — 2000
PSI
N o
WLTH WASHER & NUT
M AT 12' O.C. MAX.
---
8
1-1//4' X 2-1/2' X 14 GA
CONT. STEEL ANGLE 11-1/2'
c
06
-
o a
kFIS
7
12 GA. GALV. STEEL
FIAT BRACKETS f3' LONG 2-1/8" X 1" X 14 G4
c`r
y
s
--/
AT 12' O.C. IN DOOR OG GALV. STEEL TRACK
AT 18' O.C. ABOVE DOOR OPNG. FAST(EN�ED/TO TRACK PLATES
TO CONT. GLE TRUSS HD.
SPOT 1fA.S
'vi
� y
o
< e
m
o
m n
o
W/ (3)CONNECTED
&XLO/C8*
WELDS ATEACHSIDE SLOYTED K NUT
CONTINUOUS ANGLE TRACK
TO CONCRETE AND FILLED BLOCK
'>, „
$
AAhT
�. ' VGEN3F'• ,�i � o
o. 0592 $ I $
OF drawing no.
R!"), 02-21
��
Soo 250 V Qo
* PLASTIC COMPLIES WITH
DOOR PANEL CHAPTER 26 OF FBC N
24 GA (.024) STEEL MIN. SEE EVIDENCE PAGE Z w
1.765 1.725 a
7/16• DIA WASHER 0 C
1.144IL
{yu1
i 0
r B X 3 4 SMS 21 3/4` I 1.8GOO 3/8 FROMENDS MAX..176 fa O a 0 Q g
A 1 1 1 AND 7' O.C. MAX. WDW. WIDTH
0 WAyF C
1 III! 2
* EXTERIOR FRAME * INTERIOR FRAME `� N
1 g 18 1/8• RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION
(a) 16 x 3/4• sMs < = o MAX. y _ o
I I j I! II O 1-3/8• FROM ENDS 3 o 3
D.L.O.
AND 6-1/2' O.C. MAX. y. 'a ZZ
1 iljl 1 o QLe a�1��
f`
Li
IIII 175 X .062 DEEP i, I
GROOVE n
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/ ►rtouucrasvrseo
I I i! i ; O 1-3/8' FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS „�
I PIYki with t8e 1�7o11ia z o .__
1 I!! r AND 6-1/2- D.C. MAX. WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION - dlini Cpk
I #8 X 3/4• SMS O A� M!+✓K'e No l7 /O/f(• l Z - -
O 3/8• FROM ENDS 175 X .062 DEEP° O1°IQ-- i •��•� > a n r
B �r AND 4-1/2' O.C. MAX. - GROOVE�� R
% S4duclCwLIN > $ ' 8 J
\\\ $8 X 3/4• SMS I `11111111///// 0
O 3/8• FROM ENDS
AND 7. O.C. MAX. r --_ _�,�.�, J
7/16• DIA WASHER _ _ _ _ ...... _ _ _ _ 592 = $
F
\ .. .. .. .. .. .. .. ..
rS
DOOR PANEL EXTERIOR - i
24 GA (.024) STEEL MIN. ;,!r
DOOR PANEL 15/16• MIN. D.L. OPC. 0 TATE OF ;�Qy�� drawing no.
24 GA. (.024) STEEL MIN. GLAZING BITE �i O...... 02-21