HomeMy WebLinkAboutNOA - STEEL SECTIONAL GARAGE DOORMIAMI•DADE MLAMI-DARE COLNI TY
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_ooy/economy
'DAB Door Company, Inc.
12195 NW 986 Avenue SCANNED
Flialeah Gardens, FL 33018 BYa • St Lucie County
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 Nuami-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 Hur icane a tamer Model 81241811 Steel Sectional Garage Door up to 18'-2" Wideyd
VA.,derot�i#t i (D +40.0, -44.0 SF)
APPROVAL DO awing . 05-03 Rev I, titled "Sectional Garage Door", sheets 1, 1. 1, 2
through 5 of 5, dated 05/16/2005 and last revised on AUG 17, 2017, prepared by Al-Farooq Corporation,
signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp
with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control
Section.
MISSILE IMPACT RA Tn " : Large and Small Missile Impact Resistant .,
LABELING: A permanent label wi the manu a We—i-- i3 M orVog an factoring address, model
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 revises NOA # 16-0330.01 and consists of this page I and evidence pages E-1, E-2 and E-3, as
well as approval document mentioned above.
The submitted documentation was reviewed by han 1. Chanda P.E.
I��
NOA No. 17-0919.11
Expiration Date: March 29, 2022
pproval Date: December 14, 2017
Page 1
DAB Door Companv, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Evidence submitted in previous files
A. DRAWINGS
1. Drawing No. 05-03, titled "Sectional Garage Door", sheets .1 through 5 of 5, dated
05/16/200S, with revision H dated 03/21/2016, prepared by Al-Farooq Corporation, signed
and sealed by Javad Alunad, P.E.
j B. TESTS "Submitted under NOA # 09-0.728.06"
1. Test reports on 1) Uniform Static Air Pressure Test Loading per FBC TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
4) Forced Entry Test per FBC, TAS 202-94
along with marked -up drawings and installation diagram of a DAB 824 24 GA Sectional
Garage Door with Fixed Windows, prepared by Hurricane Engineering & Testing, Inc, Test
Reports No. HETI-08-2149AB, dated 06/27/2008, signed and sealed by Candido F. Font,
P.E.
2. Test report of Tensile Test per ASTM E 8, Report No. EETI 08-T182, prepared by
Hurricane Engineering & Testing, Inc., dated 12/23/2008, signed and sealed by Candido F.
Font, PE.
"Submitted under NOA # 06-0817.07"
3. Test report of Uniform Static Air Pressure and Force Entry Resistance Test, per FBC, TAS
202-94 on "Sectional Residential Garage Doors", prepared by Hurricane Engineering &
Testing, Inc., Report No. EETI 05-1445, dated 03/18/2005, signed and sealed by Rafael E.
Droz-Seda, P.E.
4. Test report of Large Missile Impact Test, per FBC, TAS 201-94 and Cyclic Wind Pressure
Test per, per FBC, TAS 203-94 on "Sectional Residential Garage Doors", prepared by
Hurricane Engineering & Testing, Inc., Report No. HETI 05-1446, dated 05/1 I/2005, signed
and sealed by Rafael E. Droz-Seda, P.E.
"Submitted under NOA # 03-0210.04"
5. Test report on Salt Spray (Corrosion) Test per ASTM B 117 of a painted G40 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 # 14-0814.03"
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.
"Submitted under NOA # 09-0128.06"
2. Anchor verification calculations prepared by Al-Farooq Corporation, complying with F.B.0
2007, dated 11/21/2008, signed and sealed by Humayoun Farooq, P.E.
Ishah I. Chanda, P.E.
Product Control Examiner
NOA No.17-0919.11
Expiration Date: March 29, 2022
Approval Date: December 14, 2017
E-1
DAB Door Company, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
D. QUALITY ASSURANCE
1. N iami-Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 15-0915.08, issued to SABIC Innovative Plastics, for their
Lexan Polycarbonate Sheet Products, approved on 12/10/2015 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 08/14/20I4 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-Cl-Polyisocyanurate Insulation, approved on 11/10/2011 and expiring on
01/11/2017.
5. Notice of Acceptance No. 15-1203.04, issued to Cellofoam North America Inc, for
their Expanded Polystyrene Block Insulation, approved on 03/17/2016 and
expiring on 02/24/2021.
"Submitted under NOA # 05-0223.02"
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 1. Ghia, P.E.
S. 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
1. Statement letter of code conformance to the 5" edition (2014) FBC and of no financial
interest issued by Al-Farooq Corporation, dated 03/21/2016, signed and sealed by
Javad Ahmad, P.E.
lshaq 1. Chanda, P.E.
Product Control Examiner
NOA No. 17-0919.11
Expiration Date: March 29, 2022
Approval Date: December 14, 2017
E -2
DAB Door Company, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUB
2. New Evidence submitted.
A. DRAWINGS
1. Drawing No. 05-03 Rev I, titled "Sectional Garage Door", sheets 1, 1.1, 2 through 5 of 5,
dated 05/16/2005 and last revised on AUG 17, 2017, prepared by Al-Farooq Corporation,
signed and sealed by Javad Ahmad, P.E.
Note: This revision consist of editorial changes to comply with FBC 2017.
B. CALCULATIONS
1. None
C. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
I
D. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No.17-0221.06, issued to Insulfoam, LLC, for their
Insulfoam 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 -CI 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
j Products, expiring on 07/17/2018.
E. STATEMENTS
1. Statement letter of conformance to FBC 2014 (5th Editio nd FBC 2017 (6' Edition),
prepared by Al Farooq Corporation, dated 08/17/17, signed an e by�Jauadad,
P.E.
F. OTHER
1. This NOA revises NOA 416-0330.01, expiring 03/29/22.
ls�--1 \ . k3kAkA-�
Ishaq 1. Chanda, P.E.
Product Control Examiner
NOA No.17-0919.11
Expiration Date: March 29, 2022
Approval Date: December 14, 2017
E -3
7-1/2" X 2-1/4' X 18 GA.
GALV, STEEL CENTER HINGE - - - - - -
e WRH04UT DELRON �/SLEEVE (STD.)
® 7-1/2' X 3" X .071" GALV. STEEL % 00
END ROLLER HINGE
W/ (6) #14 X 5/8" SMS e 0
WITHOUT DELRON SLEEVE (STD.)
WITH DELRON SLEEVE (OPTIONAL) �\
® 7-1/2' X 2-1/4" X .071'
p GALV. STEEL CENTER HINGE \ -
W/ (4) #14 X 5/8' SMS 2/ DOOR \\
O WITH DELRON SLEEVE (OPTIONAL) ----
CENTER HINGE I 1' W x .15 THK. LATCH `\ I
11 STANDARD LOCK ,
�\ SPRING LOADED SLIDE BOLT (BOTH SIDES)
FASTENED W/ (4) 114 X 1/2' S.M.S.
5/8' MIN. LOCK ENGAGEMENT
CONFORMS TO SECTION 1008 REGARDING GARAG
TOP FIXTURE 5-1/2" X 2-3/4' X 0.1'
PUSH NUT STEEL PLATE WITH ONE 5/16-18 MS W/ NUT
FASTENED -TO -END -STILE WITH
(6) B14 X 3/4" SELF ORILUNG SCREWS
1 CENTER STILES
I _ SEE SCH. A' T
.158 DR. GALV. AIRCRAFT TYPE
W/ MIN 5 TO CO-PRESS
ACTOR
9
6,X3"XO.1' I
STEEL PLATE- tI
WITH (6) #14 X 5/8' SMS
i
BRACKET BRACKET
STD. LIFT DOOR LOW HEADROOM
DOOR OPTION
7-7/8' X 3-1/8' X .010'
STEEL PLATE
WITH (4) #14 X 3/4" SOS
CENTER STILE
OUTSIDE
HANDLE - END STILE
I LOCK I GUIDES
INSTALLED ON END STILE
WITH (4) J14 X 5/8" sMs
e Q .19T X .6W LOCK BAR
'- ENGAGES IN TRACK
ON EACH SIDE OF DOOR
OUTSIDE KEYED LOCK
OPTIONAL
LOCK BAR LOCKING SHOWN
ALTERNATE TO
SPRING LOADED SLIDE BOLT
LOCKS SHOWN ABOVE
OPTIONAL VENT
(3) 5' WIDE AT 7" O.C. MAX. COLONIAL DESIGN
OPENING AREA NOT TO EXCEED
120 SO. IN. MAX. DOOR WIDT
18'-2"
OPTIONAL DOOR VIEWER
TO- BE INSTALLED -AT.
ANY CENTER STILE
(- w A
L—A
-1
B
O
I
ro
INSIDE ELEVATION"'
RAISED PANEL EMBOSSED DOOR r.D0ES11GN PRESSURE RATING = + 40.0 PSF
#14 X 3/4" SELF DRILUNG SCREWS MAY BE USED ftooatrREVB1 — 44.0 PSF
Iis omphims wkb Ifae Fkiei&
N LIEU OF �14 X 5/8" SMS "-
�" i& Q°�O DAH DOORS I1 "" w+"
AccePµuct No IT'�4_I_�[•il
INPh'- wMleMA2z4. tau Hurricane Master® Model 824/811
Max. Size 18'-2' X 16'-0' High
diear With Window Ute Option
GENERAL NOTES
1. THIS PRODUCT HAS BEEN DESIGNED AND THE THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT
REQUIREMENTS OF THE 2014 (STH EDITI /2017 (6TH EDITION) ORIDA
BUILDING CODE INCLUDING HIGH VELOCITY'
2. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS
AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
3. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
4. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE do ADOPTED STANDARDS.
S. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION
FOR A SITE SPECIFIC PROJECT, I.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY
OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR
WATER INFlLTRATION RESISTANCE ETC.
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY,
AND TO BE REVIEWED BY BUILDING OFFICIAL
6. MANUFACTURER'S LABEL SHAH BE LOCATED ON A READILY VISIBLE LOCATION
IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE.
LABELING TO COMPLY WITH SECTION 1709.9.2.
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DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENT$ OF FLORIDA
BUILDING CODE, TAS-202, TA$-201 & TAS-203 FOR HVH2 AND
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AOF 7S/
d�rawing no.
TOTAL # OF
DOOR
'U' BARS AT
HEIGHT
CONSISTS OF
EACH DOOR
6'-6'
2 SECTIONS 18"
2 SECTIONS 21"
5
6'-9"
1 SECTION 18"
3 SECTIONS 21"
7'
4 SECTIONS 21'
-
7'-6"
5 SECTIONS 18'
-
7'-9'
4 SECTIONS 18"
1 SECTION 21"
8'
3 SECTIONS 18"
2 SECTIONS 21"1
8'-3'
2 SECTIONS 18"
3 SECTIONS 21'
8
8'-6"
1 SECTION 18"
4 SECTIONS 21"
8'-9'
5 SECTIONS 21"
-
9'
6 SECTIONS 18"
-
W-3'
S SECTIONS 18'
1 SECTION 21"
W-6"
4 SECTIONS 18"
2 SECTIONS 21"
7
•
10'
2 SECTIONS 18'
4 SECTIONS 21'
10'-6"
16 SECTIONS 21'
-
10'-9'
16 SECTIONS 18"
1 SECTION 21"
11'
15 SECTIONS 18"
2 SECTIONS 21"
11'-3"
4 SECTIONS 18'
3 SECTIONS 21"
IV-6'
3 SECTIONS 18'
4 SECTIONS 21"
8
'—;6
2— Ecm NS°T
'S-StMR5"21c-�[s
12'
1 SECTIONS 18'
6 SECTIONS 21'
7 0
12'-6"
6 SECTIONS 18"
2 SECTIONS 21"
12'-9"
5 SECTIONS 18"
3 SECTIONS 21'
IS
4 SECTIONS 18"
4 SECTIONS 21"
13'-3'
3 SECTIONS 18'
S SECTIONS 21"
9
13'-6'
12 SECTIONS 18'
6 SECTIONS 21"
13'-9"
1 SECTION 18'
17 SECTIONS 21'
14'
8 SECTIONS 21"1-
14'-3"
6 SECTIONS 1B'13
SECTIONS 21'
14'-6"
5 SECTIONS 18'
4 SECTIONS 21"
14'-9"
4 SECTIONS 18"
5 SECTIONS 21"
10
15'
3 SECTIONS 18'
6 SECTIONS 21"
15'-3_
2 SECTIONS 18'
7 SECTIONS 21"
15'-6"
1 SECTION 18'
8 SECTIONS 21'
15'-9"
9 SECTIONS 21"
-
16'
6 SECTIONS 18"
4 SECTIONS 21"
11
STILES
0"
® M— Q Q
10'-0' TO_11'-10"
DOOR WIDTHS ._
CENTER STILES CONFIGURATION
DOOR WIDTHS
# OF CENTER STILES
V-0' TO 9'-10"
2
10'-0" TO I V-10'
2
12'-0" TO 13'-10"
3
14'-0" TO 15'-10"
4
15'-11" TO 18'-2'
S
®Q LA MUM
14'-0' TO 15'-10'
`•' DOOR WIDTHS I�I������ff����
Q ® ®®4:3
�•�15'-11" TO 18'-2.�-11" TO 18'-22
DOOR WIDTHS
4.
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drawing no.
n.
-- -- - - - 1/2- X 1-3/4' X 16 GA. --
FORMED TUBE 0 TOP
OF EACH PANEL P.i1
16 CA X 2-1/4' X 3/4' X 2'
GALV. STEEL U.BAR REINFORCING TRUSS
TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES
W/ TWO IP 14 X 5/8' S.M.S. AND TO END STILE
W/ FOUR 111 14 X 3/4- SELF DRILLING SCR
16 GA. 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.
AST SECTION (BOTTOM)
REINFORCING TRUSS
TWO AT BOTTOM PANEL.,,,_,„w4''"`'"'•
;yx
OPTIONAL STOP MOT
• BY DOOR INST
STEEL TRACK BRACKET FASTENED
TO WOOD JAMB WITH
5/16" X 1-5/8' LAG SCREW
(FULLY THREADED)
HEX WASHER HEAD TYPE A
SOUTHERN PINE
0.55 S.G.
J.
1-3/16'
1.9" X 2.19" X 3.3" X .090'
STEEL TRACK BRACKETS
SEE SHEET 3 FOR SPACING
16 GA. X 2-1 /4' X 3/4" X 2"
GALV. STEEL U.BAI REINFORCING TRUSS
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 SCR.
1/2° X 1-3/4' % GA_
TUBE ® BOTTOM
OF EACH PANEL
INTERMEDIATE SECTIONS
REINFORCING TRUSS
ONE AT EACH PANEL
#14 X 5/8' SMS 'm"•�...
6 PER HINGE
1/2" X 1-3/4' X .058" FORMED STEEL
GLUED TO PANEL AND SECURED TO (4) 3,
END STILE WfTH 3/16' POP RNEiS ® 12' C. POP RP
AND PUNCHED FLAPS
,..d 4' X 1-7/8' X 2-1/2" X .049'
+`""r STEEL CENTER STILE,
,STEEL
QUANTITIES SEE SHEET 1
I GLUED AND RIVETED TO' PANEL
111 14 % 5/8' S.M.S. (2)
r 4/ HINGE POP
1 I � (2) 3/16 RIVETS_/
�. TOP k BOTTOM
STEEL TRACK 7-1/2" X 3' X .071'
14 GA. X 2-1/8' X I" (STANDARD) GALV. STEEL CENTER
2 GA X 3-5/16' X 1-1/2' (OPTIONAL) 7/16" PUSHNUT HINGE
FASTENED TO TRACK PLATES INSTALLED ON ROLLER SHAFT
W/ 1/4-20 X 5/8" TRUSS HD. .
SLOTTED M.S. k LOCK NUT �
INTERIOR SIDE �
SECTION B-B
24 GA. STEEL PANEL
FLAPS BENT OVER PANEL-V, �ti
1/2- PUNCHED HOLES
0 4' D.C.
3/16" POP RNETS
AT 4' O.C.
(6) FOR 21 STILES\
(5) FOR 18' STILES
16 GA. X 2-1/4' X 3/4" X 2' 1
GALV. STEEL U.BAR REINFORCING TRUSS I
TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES k 1
a
n
W/ TWO ®14 X 5/8" S.M.S. AND TO END STIR
j
W/ FOUR / 14 % 3/4' SELF DRILLING SCR.
I'
Of
n
O
C1 n
C 0 V
L.1
M x
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-i - LEND STILE
<
4. Q tL
.024' STL PANEL
.�
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TOP SECTION
OUTSIDE OF DOD
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REINFORCING TRUSS
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AT EACH PANEL
N
0
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o v
m a) �
a
�2
3/4' X 2' X 2-1/2" X .049' STEEL
END STILE, CONNECT TO PANELS WITH
FLAPS AND (4) 3/16' ALUM RNETS
SEE DETAIL ABOVE
SOLID BRASS DOOR MEWR
BY 'SCHLAGE SECURITY HARDWARE'
ur1 uri
H m
EDGE
DISTANCE
1-3 6
/(�
INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE
POSITIONED AT EYE LEVEL
PROBUCf REVOW
`o_
mu
u
:
Acceptance No �7'041 •I)
w
L 2
2 2
I 3/8- POWER -BOLT BY 'POWERS'
�2" MIN. EMBED INTO CONC.Cp
mh
= c2"
MIN. EDGE
DIST. T&me Hid*y
o
ONE PER BRACKET
SEE SHEET 3 FOR BRACKET SPACING
7-1/2' X 3" X .071 J Lt/4-20 SS BOLT
END ROLLER HINGE &NUT
1.82" DIA X .50" STEEL ROLLERS (STD.)
1.82" DIA. X .50" NYLON ROLLERS (OPTIONAL)
2.75" DIA X .50" STEEL ROLLERS (OPTIONAL)
2.75" DIA X .50" NYLON ROLLERS (OPTIONAL)
70
d s a
AIE OF [tj drawing no.
Ezoa�DP.•'���� 05-03
2"
POP RNETS
2-3/4' X 5-1/2" X 3" X .104'
GALV. STEEL
TOP ROLLER BRACKET ON EACH S10E
FASTENED W/ (6) # 14 X 5/8" SAA.
090 THK. GALV. STEEL ADJUSTABLE
SLIDE FASTENED TO BRACKET
W/ 5/16-16 X 3/4' HEX HEAD
M. SCREWS & NUTS.
5/16" X 1-5/8" LAG SCREWS INTO WOOD OR
5/16" SLEEVE ANCHORS
WITH 1-1/4" EMBED INTO MASONRYI
3 PER BRACKET_
2-1/2" X 4-1/4" X 13 GA. STEEL PLATES
WELDED TO 1-1/2" X 1-1/2" X 14 GA. ANGLE
FASTENED TO TRACK
WITH (4) 1/4-20 SS. BOLT & NUTS
TOP BRACKET J \
(OPTIONAL)
LOW HEADROOM DOOR
HORIZONTAL REINFORCEMENT
1/2' X 1-3/4" X .058' FORMED STEEL
GLUED TO PANEL AND FASTENED TO
2" X 5-1/2" X .104'
VERTICAL STILES WITH GALV. STEEL
(2) 3/16' POP RIVETS FASTENED W/ (4) 8' 14 X 5/8" S.M.S.
TO ROLLER BRACKET FOR
HORIZONTAL REINFORCEMENT
LOW HEADROOM DOOR OPTION
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
DIA X .50" ROLLERS
_1.82"
W/ .44 DIA. X 4-1/4' STEM
OPTIONAL INSULATIONS
ISO-25 POLY-ISOCYANURATE
DENSITY 2.0 PCF
N.OA. j16-110B.04
OR
BY 'CEIOFOAM NORTH AMFR
DENSITY - 1.03 PCF
N.OA. 115-1203.04
OR
BY 'INSULFOAM LLC'
DENSITY - 0.92 PCF
N.OA. #17-0221.06
14 GA. GALV. STEEL
HIND
CJ ROLLER HINGES FASTENED
W/ (6) #14 X 5/8" SMS
MIN..024" ROLL FORMED STEEL PANEL
DRAWING QUALITY G-40
MIN. YIELD STRENGTH - 34 KSI
WITH PRIMER AND BAKED -ON
POLYSTER PAINTED TOP COAT
APPLIED TO BOTH SIDES OF STEEL
12 GA GALV. STEEL
BOTTOM BRACKET FASTENED
All (4) j14 X 5/8" SMS
BOTTOM SEAL OPTIONS
SEE SHEET 4
SECTION 6—
SEE SHEET 2 FOR LOCATION
OF REINFORCING TRUSSES
m
HOR12. TRACK SUPPORT
CENTER SUPPORT REOD. ON DOOR:
EXFEEDING 8 FT. IN HEIGHT
� I A - J
- OPENING HEIGHT PLUS 12"
4 GA GALV. STEEL TRACK
2 X 2 X 1/8"�HORR. ANGLE
SPOT WELDED TO HORIZ. TRACK
It v
WITH TWO WELDS AT 1-1/2" APART-!�
FIRST AT_3' D.C. -
-
REST AT 9. O.C.
CONNECTED TO FLAG BRACKET ANGLE
I Z w1 m
D TO6SPR1 G SHAFT GU4' SOL IDE WITH
(2) 1/4-20 X 5/8' BOLT & NUT
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10
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'JF
2-1/BV x I X .080K
SECTION A -A
O tt'nm
0 p aT
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DOOR
• SECTION HEIGHTS
I BRA
HEIGHT
1ST
2ND
3RD
4TH
5TH
B1
82
B3
6'-0'
18'
18"
18'
18"
" TO 2"
11 -3/4'
23'
34
45
56
67
-
8'-6'
21"
18'
18'
21"
11-3/4"
23"
34"
45"
56'
67'7'-0"
21"
21"
21"
21"
!N/jAl
11-3/4
23"
34"
45'
56'
67'7'-6"
18"
18'
18"
18"
g
11-3/4"
23"
34'
45'
56"
67'
78-1/4"
8'-0"
21'
18'
18"
18"
11-3/4"
23'
34"
45'
56'
67'
78-1/4"
(TPI°� !"T�OMBBREUs&FAR4d,�jr,�I.�{F,s BpTSO
FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10' O.C.
1.9" X 2.19" X 3.3' X .090"
STEEL TRACK BRACKETS
2-3/16' HIGH
CONNECTED TO TRACK WITH
0) 1/4' BOLTS & NUTS.
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HIGH LIFE STANDARD LIFT LOW HEADROOM
DOUBLE TRACK
AVAILABLE TRACK OPTIONH�_- L-41i L;
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•'�(y+` drawing—
C9`,.�/ 05 — 03
1-1/2" MIN.
A- E DIST.
3� w I'
i
2BY
WOOD
V T
1/4• DIA. LAG SCREWS 2�,
AT 6' FROM ENDS WOOD
AND 12" O.C. MAX.
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1/4" DIA. LAG SCREWS
AT 6" FROM ENDS
AND 12' O.C. MAX.
OPTION 'A' \UJ 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.
FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION.
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
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH 1
1/4" ULTRACON BY 'ELCO' WITH SPACING OF
10 O.C. INTO GROUT FILLED BLOCK WALL, WITH 2-1/4' MIN. EMBED
10' O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4' MIN. EMBED
3' MIN. EDGE DISTANCE I 1-1/2"
1/4' TAPPER BY 'POWERS' WITH SPACING OF
8" O.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/2' MIN. EMBED
ID. O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED
3" MIN. EDGE DISTANCE
3/8' CONFLEX BY 'ELCO' OR '
3/8' LOT BY 'ITW' WITH SPACING OF
22. O.C. INTO 3000 PSI CONCRETE. WITH 2-1/2" MIN. EMBED
3" MIN. EDGE DISTANCE CONDN ID Ic qNG TR4 K
3/8' HLC SLEEVE BY 'HILTI' WITH SPACING OF TO WOOD BUCK
6. O.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/4" MIN. EMBED, 4" MIN. EDGE DIST.
12' O.C. INTO 3000 PSI CONCRETE, WITH 1-1/4" MIN. EMBED AND
2-1/2' MIN. EDGE DISTANCE
PREPARATION OF JAMBS BY OTHERS
FOR NEW CONSTRUCTION ENGINEER 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 (18.16' X 40 PSF)/2 = 363.2 Lbs per FL
MAXIMUM INTERIOR(-) LOAD PER JAMB (18.16' X 44 PSF)/2 399.5 Lbs per Ft.
1/16" X 2-1/2'
FILLET WELDS
AT 12' O.C. MAX.
REINFORCEMENT
(�
1/2" X 1-J/4' X .058"
�i
p
la X 1'
FORMED STEEL
�Y
SELF DRILLING SCREWS _ _ _
OR- - - — - —
_ _ _ _ B % 1
l
p
3/16" 'RI EX' STEEL RIVETS
SELF GRILLING SCREWS
OR
Z m
q
MULTIGRIP W/ DOME HEAD
AT 48' O.C.
3/16' 'RNDC STEEL RNETS
IF.
O T m
MULTIGRIP W/ DOME HEAD
Q F z
REINFORCEMENT
AT 48' O.C.
tt S
1 /2" X 1 FORMED STEEL
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W'5TRIP�UMADAPTER
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RUBBER W'STRIPPING
RUBBER W'STRIPPING
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050 .040
,�II I�4 .700
1.750---1
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1.790—I
BOTTOM SEAL OPTIONS
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ANCHOR SPACING
ANCHORS STRUCTURE EMBED SPACING EDCE DIST.
(7
J
OL
E w C
3 8 HLC SLEEVE BY HtLT1'
CONC. 1-1 4 B' 2•
Q
U 0, m
3 8' CONFLIX BY ELCO'
FILLED BLOCK 2' 3-3 4"
O
STEEL STRUCTURE BY OTHERS 3 B" DYNABOLT BY ffw
3 8" POWER -BOLT BY POWERS
CONC. 1-1 2 B' 2-3 4
CO. 2' 8" 2"
NC
F=
W
p0 Z
MUST SUPPORT 114E LOADS IMPOSED
BY DOOR SYSTEM 3 8 SLEEVE -ALL BY SIMPSONS
CONC, 1-1 2 a'
\ CONCRETE f'c I 3000 PSI MIN
5/16" DIA. DOLTS C-90 GROUT FILLED BLOCK f'm 2000 PSI MIN.
O
Q N _
WfrH WASHER & NUT
FI AT 12" D.C. MAX. i
n( 1I T1
in
REVERSE TRACK
TO c Fl
ALTERNATE TRACK INSTALLATION
1-1/4' X 2-1/2' X 14 GA
CO STEEL ANGLE
1-1/2'
o-
N
12 G0. GALV. SIM
FLAT BRACKETS t3' LONG
�
AT 12" O.C. IN DOOR OPNG.
2-1/8' X 1' X 14 G0.
CALVV. STEEL TRACK
m
AT 18' O.C. ABOVE DOOR OPNG.
CONNECTED TO CONT. ANGLE
FASTENED TO TRACK PLATES
�W/ (2) 1/4-2OX5/8' TRUSS HO.
W/ (3) SPOT WELDS AT EACH SIDE SLOTTED M.S. & LOCK NUT
CONTINUOUSAN
TO CONCRE?E
TRACK
AND Fl BOCK
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drawing no.
ni1A�:blt•,t11
lvttt111tN'1'1
DIP, WASHER
#8 X 3/4" SMS
6 3/8' FROM ENDS
AND 7" O.C. MAX.
(4) #8 X 3/4" SMS
0 1-3/8" FROM ENDS
AND 6-1/2- O.C. MAX.
175 X .062 DEEP
GROOVE
1/4- POLYCARBONATE LEXAN
BY 'SABIC INNOVATIVE PLASTICS'
NOA #15-0915.08
.175 X .062 DEEP
GROOVE
(4) #8 X 3/4" SMS
�® 1-3/8" FROM ENDS
AND 6-1/2- O.C. MAX.
#8 X 3/4' SMS
—0 3/8' FROM ENDS
AND 7' O.C. MAX.
6" DIA. WASHER
DOOR PANEL
24 GA. (.024) STEEL MIN.
21 3/4'
#8 X 3/4' SMS O
0 3/8- FROM ENDS
AND 4-1/2" O.C. MAX.
DOOR PANEL
24 GP, (.024) STEEL MIN.
MIN.
* PLASTIC COMPLIES WITH
CHAPTER 26 OF FBC
SEE —EVIDENCE PAGE —
.SOD
F•-.250
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1.765
1.725
1.144
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* EXTERIOR
FRAME
* INTERIOR FRAME
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RIGID PVC ONE PIECE INJECTION
RIGID PVC ONE PIECE INJECTION
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INSIDE ELEVATION
RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS
WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION
.175 X .062 DEEP
GROOVE
M[OBUE C REYiSB@
Mom.«1v 5T-6 l�j.11 • .., .._<, `t�lulul
EXTERIOR
OF�rl/�� drawing no.
05-03