HomeMy WebLinkAboutProduct ApprovalM IAM 1•DADE MIAMI-DADE COUNTY
® 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.miamidide.gov/ecoitomv
DAB Door Company, Inc.
12195 NW 98"' Avenue
Hialeah Gardens, FL 33018
ScoPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In
Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or
material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the
manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of
such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined
by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the
applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: Hurricane Master Model 824/811 Steel Sectional Garage Door up to 18'-2" Wide w/
Window Lite Option (DP +40.0, -44.0 PSF)
APPROVAL DOCUMENT: Drawing No. 05-03, titled "Sectional Garage Door", sheets 1 through 5 of 5,
dated 05/16/2005, with revision H dated 03/21/2016, 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.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: A permanent label with the manufacturer's name or logo, manufacturing 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 renews NOA # 15-0317.01 and consists of this page 1 and evidence pages E -I and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Carlos M. Utrera, P.E.
NOA No. 16-0330.01
MIAM4DADE COUNTY f'P
� . Ier7��NPtaraYYYYWWYuI Expiration Date: March 29, 2022
Approval Date: June 23, 2016
Pagel
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DAB Door Comnanv, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 05-03, titled "Sectional Garage Door", sheets 1 through 5 of 5, dated
05/16/2005, with revision H dated 03/21/2016, prepared by AI-Farooq Corporation, signed
and sealed by Javad Ahmad, P.E.
B. TESTS "Submitted under NOA # 09-0128.06"
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. HETI 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. HETI 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 05/11/2005, 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 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 # 14-0814.03"
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.
�R6de 64
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No. 16-0330.01
Expiration Date: March 29, 2022
Approval Date: June 23, 2016
E-1
DAB Door Comnanv. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
D. QUALITY ASSURANCE
1. Miami -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 08/14/2014 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. 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.
"Submitter) 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 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.
r
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No. 16-0330.01
Expiration Date: March 29, 2022
Approval Date: June 23, 2016
E -2
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7-1/2" X 2-1/4" X 18 GA. TOP FIXTURE 5-1/2" X 2-3/4" X 0.1"
GALV. STEEL CENTER HINGE YPUSH NUT STEEL PLATE WITH ONE 5/16-18 MS W/ NUT OPTIONAL DOOR VIEWER
•W/ (4) #14 X 5/8" SMS '� FASTENED TO END STILE WITH TO BE INSTALLED AT
WITHOUT DELRON SLEEVE (STD.) i �� (6) #14 X 3/4" SELF DRILLING SCREWS ANY CENTER ST7-1/2" X 3" X .071" GALV_ STEEL ' 0 0 I CENTER STILES
END ROLLER HINGEW/ (6) #14 x 5/8" SMS o o I SEE SCH. WITHOUT DELRON SLEEVE (STD.)
WITH DELRON SLEEVE (OPTIONAL) 1\ i III IIIA SII III ja
°
O
C�LV�W1 (4) X 5/ X X .071"
2SGALV. STEEL CENTER HINGE
� W/ (4) #14 X 5/8" SMS 2/ DOOR
0 WITH DELRON SLEEVE (OPTIONAL) --
1
CENTER HINGE I 1 1" W X .15 THK. LATCH r —1
11 STANDARD LOCK
SPRING LOADED SLIDE BOLT (BOTH SIDES) `� B
`� FASTENED W/ (4) #14 X 1/2" S.M.S.
--- 5/8" MIN. LOCK ENGAGEMENT `
CONFORMS TO SECTION 1008 REGARDING GARAGE D00)t.°-
.158 DIA.
CABLE &
W/ MIN. 5
6"X3"X0.1"
STEEL PLATE
WITH (6) #14 X 5/8" SMS
BRACKET BRACKET
STD. LIFT DOORLOW HEADROOM
DOOR OPTION
TOTAL # OF
DOOR
U BARS AT
HEIGHT CONSISTS OF
EACH DOOR
6'-6" 2 SECTIONS 18"12 SECTIONS 21"1
WIDTHS #
6'-9" 1 SECTION 18" 13 SECTIONS 21"1
5
I 7' 4 SECTIONS 21'1-
2 I
7'-6" 5 SECTIONS 18"1-
11'-10"
7'-9" 4 SECTIONS 18"11 SECTION 21" I
112'-0° TO
1 8' 3 SECTIONS 18"12 SECTIONS 21"
6
1 8'-3" 2 SECTIONS 18"I3 SECTIONS 21"
15'-10"
18'-6" 1 SECTION 18" 4 SECTIONS 21"
115'-77" TO 18'-2"1
1 W-9" 5 SECTIONS21" -
1 9' 6 SECTIONS 18" -
=o
9'-3" 5 SECTIONS 18" 1 SECTION 21"
= N
1 9'-6" 4 SECTIONS 18-12 SECTIONS 21"
1 9'-9" 3 SECTIONS 18"13 SECTIONS 21"
7
10' 2 SECTIONS 18" SECTIONS 21"
00
14
110'-3" 1 SECTION 18" 5 SECTIONS 21"
110'-6" 6 SECTIONS 21"I -
O U
-9' 6 SECTIONS 18 1 SECTION 21" 1
Q U
I10'
11' 5 SECTIONS 18"12 SECTIONS 21"1
111'-3" 4 SECTIONS 18"13 SECTIONS 21"i
W
O N
111'-6" 3 SECTIONS 18"14 SECTIONS 21"1
8
111'-9" 2 SECTIONS 18"15 SECTIONS 211
1 12' 1 SECTIONS 18" 16 SECTIONS 21"1
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112'-3" 7 SECTIONS 21"I- 1
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112'-6" 6 SECTIONS 18"12 SECTIONS 21"1
112'-9" 5 SECTIONS 18"13 SECTIONS 21"1
1 IS 4 SECTIONS 18"14 SECTIONS 21"1
113'-3" 3 SECTIONS 18" 15 SECTIONS 21"
9
2 SECTIONS 18" 1 6 SECTIONS 21"
113-9" 1 SECTION 18" 7 SECTIONS 21"
1 14' B SECT ONS 21" -
1 14'-3" 6 SECTIONS 18" 13 SECTIONS 21-
1 14'-6" 5 SECTIONS 18-14 SECTIONS 21-
1 14'-9" 4 SECTIONS 18" 15 SECTIONS 21"
1 15' - 3 SECTIONS 18" 16 SECTIONS 21"
10
1 15'-3" 2 SECTIONS 18"17 SECTIONS 21-
1"115'-6"
1 15'-0'1 SECTION 18" 18 SECTIONS 21-
115'-9" 9 SECTIONS 21"1-
1 16' 6 SECTIONS 18" 14 SECTIONS 2161
11
7-7/8" X 3-1/8" X .010"
STEEL PLATE
WITH (4) #14 X 3/4" SDS
181201111N
OUTSIDE
HANDLE
LOPTIONAL VENT
(3) 5' WIDE AT 7" O.C. MAX.
OPENING AREA NOT TO EXCEED
120 SQ. IN,
COLONIAL DESIGN -
MAX. DOOR WIDTH
18'-2"
INSIDE ELEVATION
y SEND STILE #14
PANEL EMBOSSED DOOR
#14 X 3/4" SELF DRILLING SCREWS MAY BE USED
IN LIEU OF #14 X 5/8" SMS
LOCK BAR GUIDES
INSTALLED ON END STILE THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT
-
WITH (4) #14 X 5/8" SMS
.18T X .6W LOCK BAR
- ENGAGES IN TRACK
ON EACH SIDE OF DOOR CENTER STILES
OUTSIDE KEYED LOCK
OPTIONAL ® r3
LOCK BAR LOCKING SHOWN �
ALTERNATE TO
SPRING LOADED SLIDE BOLT 8'-0" TO W-10"
LOCKS SHOWN ABOVE DOOR WIDTHS
10'-0" TO 11'-10" I 14'-0" TO 15'-10" -
DOOR WIDTHS DOOR WIDTHS
SCHEDULE
'A'
5, A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
CENTER STILES CONFIGURATION
DOOR
WIDTHS #
OF CENTER STILES (
e'-0" TO
9'-70"
2 I
1D' -O" TO
11'-10"
2 I
112'-0° TO
13'-10"
3 (
114'-0" 70
15'-10"
4 (
115'-77" TO 18'-2"1
5 (
LOPTIONAL FLUSH FACE
WOOD GRAIN DESIGN
DAD DOORS INC.
Hurricane Master® Model 824/811
Max. Size 18'-2" X 16'-0" High
With Window Lite Option
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5, A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
8 --
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DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA
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BUILDING CODE, TAS -202, TAS -201 Sr TAS -203 FOR HVHZ AND
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ASTM E1886-05/ASTM E1996-09.
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DESIGN PRESSURE RATING = + 40.0 PSF
- 44.0 PSF
GENERAL NOTES
1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE 2014 (5TH EDITION) FLORIDA BUILDING CODE INCLUDING
HIGH VELOCITY HURRICANE ZONE (HVHZ).
2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS.
ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
DRESSING OR STUCCO.
3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL.
4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN
x s x i
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D D Q N_
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D z 2 U2 z
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THESE DETAILS ARE NOT PART OF THIS APPROVAL.
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5, A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
o o•1O o
o ry
DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA
N
> -
BUILDING CODE, TAS -202, TAS -201 Sr TAS -203 FOR HVHZ AND
0 c'w n cn x
ASTM E1886-05/ASTM E1996-09.
DSII li�l I�il I�0 �I �I DI ISI i�l iii �I U� III
11 IT rf
12'-0" • I
•••" 1 DOOR WIDTHS
PRODUCT RENEWED
as complying with the Florida
Building Code
NOA-No. 16-0330.01
Expiratio to 03/2912022
By - '/
Miami ba'Ee Product Control
\111�p1�cti 1AA11ppl��/1/7
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�• No.70592
/—
!'•. TATE OF ZZ
_`� drawing no.l
�c tORIOP..•'�®�� Ill 05—Q3
4�
NA6 1� \♦ (sheet 1 of 5 )
1/2" X 1-3/4" X 16 GA_
FORMEDTUBE ® TOP
OF EACH PANEL
N. X 2-1/4" X 3/4" X 2"
STEEL U.BAR REINFORCING TRUSS
S FASTENED TO VERTICAL INTERMEDIATE STILES
WO # 14 X 5/8" S.M.S. AND TO END STILE
OUR # 14 X 3/4" SELF DRILLING SCR.
2-1/4" X 3/4" X 2"
L U.BAR REINFORCING TRUSS
BOTTOM OF PANEL TRUSS FASTENED TO
VERTICAL INTERMEDIATE STILES W/ TWO
#14 X 5/8" S.M.S. AND TO END STILE
T W/ FOUR #14 X 3/4" SELF DRILLING S.
1ST SECTION (BOTTOM)
REINFORCING TRUSS
TWO AT BOTTOM PANEL
OPTIONAL STOP MOLL
BY DOOR INSTA
STEEL TRACK BRACKET FASTENED
TO WOOD .IAMB WITH
5/16" X 1-5/8" LAG SCREW
(FULLY THREADED)
HEX WASHER HEAD TYPE A
SOUTHERN PINE
0.55 S.G. _
ad" .
11 MIN.
1
1
1-3/16 1
1.9" X 2.19" X 3.3" X .090"
STEEL TRACK BRACKETS
SEE SHEET 3 FOR SPACING
I
STEEL TRACK
14 GA X 2-1/8" X 1" (STANDARD)
12 GA. X 3-5/16" X 1-1/2" (OPTIONAL)
FASTENED TO TRACK PLATES
W/ 1/4-20 X 5/8" TRUSS HO.
SLOTTED M.S. & LOCK NUT
1/2" X 1-3/4" X 16 GA.
OPEN TUBE 0 BOTTOM
OF EACH PANEL
_ #14 X 5/8" SMS
6 PER HINGE
16 GA. X 2-1/4" X 3/4" X 2" _
_ GALV. STEEL U.BAR 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.
INTERMEDIATE SECTIONS
REINFORCING TRUSS
ONE AT EACH PANEL
1/2" X 1-3/4" X .058" FORMED STEEL
_GLUED TO PANEL AND SECURED TO
END STILE WITH 3/16" POP RIVETS 0 12" 0-C.
AND PUNCHED FLAPS
LF
24 GA- STEEL PANEL
FLAPS BENT OVER PANEL-\
e
G
1/2" PUNCHED HOLES, I
®4"O.C. k1
3/16" POP RIVETS I
AT 4" O.C.
() FOR 21" STILES
(55) FOR 18" STILES
16 GA. X 2-1/4" X 3/4" X 2"
GALV. STEEL U.8AR REINFORCING TRUSS I
TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES
W/ TWO # 14 X 5/8" S.M.S. AND TO END STILE P
W/ FOUR # 14 X 3/4" SELF DRILLING SCR.
e
TOP SECTION
REINFORCING TRUSS
ONE AT EACH PANEL
3/4" X 2" X 2-1/2" X .049" STEEL
_END STILE, CONNECT TO PANELS WITH
(4) 3/16" FLAPS AND (4) 3/16" ALUM RIVETS
POP RNEFS_\ SEE DETAIL ABOVE
3/4" X 1-7/8" X 2-1/2" X 049-
024" STL. PANEL
-END STILE
OUTSIDE OF DOOR
i
SOLID BRASS DOOR VIEWER
BY 'SCHLAGE SECURITY HARDWARE'
STEEL CENTER STILE, EDGE INSTALLED IN 9/16"
o - DIA. HOLES IN CENTER STILE
FOR QUANTITIES SEE SHEET 1 [STANCE POSITIONED AT EYE LEVEL
GLUED AND RIVETED TO PANEL
# 14 X 5/8" S.MS. (2) 3/16"
4/ HINGE POP RIVETS]
T I t
J 7-1/2" X 3" X .071"
GALV. STEEL CENTER -
7/18" PUSHNUT HINGE
INSTALLED ON ROLLER SHAFT
INTERIOR SIDE
SFCTION R—R
I
1`\ 3/8" POWER -BOLT BY 'POWERS'
2" MIN. EMBED INTO GONG.
2" MIN- EDGE DIST.
ONE PER BRACKET
SEE SHEET 3 FOR BRACKET SPACING
it
I
' it tr \\1111 Ni1t/
PRODUCT RENEWED
as complying with the Florida /�S
1/4-20 SS BOLT Building Code /70592 \b%
7-1/2" X 3" X .071 "� & NUT NOA-No. 16-0330.01
END ROLLER HINGE
Ex=aife
03!29/2022
1,82" DIA. X .50" STEEL ROLLERS (STD.) OF1.82" DIA. X .50" NYLON ROLLERS (OPTIONAL) gy2.75" pIA. X .50" STEEL ROLLERS OPTIONALORI( ) Mict Control
2.75" DIA X .50" NYLON ROLLERS (OPTIONAL) �����0®���,\��\��
WITH 5" STEM
Of W
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W
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Q N Q w
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drawing no.
05-03
(sheet 2 o 5-J
z
a
a
R
RIVETS
2" 2-3/4" X 5-1/2" X 3" X .104"
{ GALV. STEEL
TOP ROLLER BRACKET ON EACH SIDE
FASTENED W/ (6) # 14 X 5/8" S.M.S.
5/16" X 1-5/8" LAG SCREWS INTO WOOD OR
5/16" SLEEVE ANCHORS
WITH 1-1/4" EMBED INTO MASONRY
3 PER BRACKET
.090 THK. GALV. STEEL ADJUSTABLE 2-1/2" X 4-1/4" X 13 GA. STEEL PLATES
SLIDE FASTENED TO BRACKET - - WELDED TO 1-1/2" X 1-1/2" X 14 GA. ANGLE
W/ 5/16-18 X 3/4" HEX HEAD FASTENED TO TRACK
M. SCREWS & NUTS. WITH (4) 1/4-20 SS. BOLT & NUTS
TOP BRACKET
(STANDARD) 1
TOP BRACKET�
(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) # 14 X 5/8" S.M.S.
TOP 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
1.82" DIA. X .50" ROLLERS
W/ .44 DIA. X 4-1/4" STEM
OPTIONAL INSULATIONS:
BY 'OYPI AST PRODUCTS 1 JC'
EPS -EXPANDED POLYSTYRENE
DENSITY = 1.05 PCF
N.O.A. #11-0926.07
OR
ISO -25 POLY-ISOCYANURATE
DENSITY = 2.0 PCF
N.O.A #11-0926.06
OR
BY 'CELLOFOAM NORTH AMERICA'
DENSITY = 1.03 PCF
N.O.A. #15-1203.04
OR
BY 'INSUI FOAM_ II C'
DENSITY = 0.92 PCF
N.O.A. #14-0311.08
?� \14 GA. GALV. STEEL
ROLLER FASTED
W/ (6) #14 XS 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
w/ (4) #14 X 5/8" SMS
O BOTTOM SEAL OPTIONS
SEE SHEET 4
SECTION A -A
SEE SHEET 2 FOR LOCATION
OF REINFORCING TRUSSES
n
m
i
m
m
m
a
m
m
N
m
m
TRACK CONFIGURATION
2 X 2 X 1/8" HORIZ. ANGLE �' ` m
HORIZ. TRACK SUPPORT, SPOT WELDED TO HORIZ. TRACK o
CENTER SUPPORT READ. ON DOORS WITH TWO WELDS AT 1-1/2" APART
IX�1 o
EEDING 8 FT. IN HEIGHT
FIRST AT 3" O.C. i
A -� -f REST AT 9" O.C. N
II CONNECTED TO FLAG BRACKET AOLT 8,NGLE Z
l AND TO SPRING SHAFT BGUIDE WITH ® Z M
A J (2) 1/4-20 X 5/8" BOLT & NUT a Z
IL Q
-- HORIZ. TRACK LENGTH = OPENING HEIGHT PLUS 12" _ 0 w N ` 0
d W
VERTICAL TRACK O y h
14 GA. GALV. STEEL TRACK 2-1/8" X 1" X .080" p > M
SECTION A -A a o - °o
papaa
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LUZO N
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DOOR * SECTION HEIGHTS I BRACKET PLACEMENTS I Ll, Z N m
OE
HEIGHT IST 2ND 3RDI4TH 5TH 81 B2 I 83 I 84 B5 1 86 67 I B8 Z G w
6'-0" 18" 18" 118" 18" N/A 1" TO 2" 11-3/4"1 23" ( 34" 45" 1 56" 67" - i Q w M E ~
r1 6'-6" 21"118 18 121" N/A 1" TO 2')11
�-3/4"! 23" 34" 45" 56" 67" -
7 -0" 21"121" 21" 21" N/AI1" TO 2" 11 -3/4" 23" 34" 45" 56" 67° - I
7'-6" 18" 18" 18" 18" 18"11" TO 2" 11-3/4"1 23" 1 34 45" 56" 67" 78-1/4',
8'-O" 21" 18" 18" 18" 21"11" TO 2"111--3/4") 23" I 34" 45" 1 56" 67" 78-1/4"1
*-SECTIONS ARE NUMBERED STARTING AT THE BOTTOM 03
FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10" O.C. 0 o
0 M
n W M
1.9" X 2.19" X 3.3" X .090" ¢ U I- ui N
STEEL TRACK BRACKETS / C9 — z
2-3/16" HIGH / CO W
CONNECTED TO TRACK WITH j ZV) rn 0 m
1/4" BOLTS & NUTS.
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DOUBLE TRACK
AVAILABLE TRACK OPTIONS
PRODUCT RENEWED
as complying with the Florida
Building Code
MOA -No. 16-0330.01
Expirat:26
rte 03/29/2022
By
Miami -Product Control
v
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% drawing no -
05 -03
o.05 03
�Ii1i111`' (sheet 3 o 5 )
3 4" REINFORCEMENT
IN. 1/2" X 1-3/4" X .058"
DGE #8 X 1" FORMED STEEL
_ DIST. SELF DRILLING SCREWS
z �1-1/2" MIN. OR #8 X 1"
PP i E'DDD,,�GE DIST. o m 3/16" 'RIVER' STEEL RIVETS OR DRILLING SCREWS
om m \ N o MULTIGRIP W/ DOME HEAD 3/16" 'RIVER' STEEL RIVETS
3� \ w \ \ myo AT 48" O.C. MULTIGRIP W/ DOME HEAD
�3 REINFORCEMENT AT 48" O.C.
By
FORMED STEEL
1/4" DIA. LAG SCREWS 1/4" DIA. LAG SCREWS
WOOD 8U K� I AT 6" FROM ENDS WOOD RU I AT 6" FROM ENDS i
1 I AND 12" O.C. MAX. ; AND 12" O.C. MAX. -I Qq
W'STP.IP ADAPTER
ALUMINUM W'STRIP ADAPTER
STEEL
RUBBER W'STRIPPING RUBBER W'STRIPPING
I 050/. d .040 d
.22A4 �J � .53a .700
.348
1.750
1.790
BOTTOM SEAL OPTIONS
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.
FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION.
5/18" X 1-5/8"
LAG SCREWS
AT 12" O.C.
WOOD BUCK CONNECTION TO MASONRY °
1>n '
PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO �\
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH
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
1/4" TAPPER BY 'POWERS' WITH SPACING OF
8" O.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/2" MIN. EMBED
10" O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED
3" MIN. EDGE DISTANCE
3/8" CONFLEX BY 'ELCO' OR
3/8" LDT BY 'TOW' WITH SPACING OF
22" O.C. INTO 3000 PSI CONCRETE, WITH 2-1/2" MIN. EMBED
3" MIN. EDGE DISTANCE CONTINI_IgUS ANGI F TRACK
3/8" HLC SLEEVE BY 'HILTI' WITH SPACING OF TO WOOD RUCK
8" 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 Ft.
MAXIMUM INTERIOR(-) LOAD PER JAMB = (18.16' X 44 PSF)/2 = 399.5 Lbs per Ft.
STEEL STRUCTURE BY OTHERS
MUST SUPPORT THE LOADS IMPOSED
BY DOOR SYSTEM
5/16" DIA. BOLTS
a r WITH WASHER & NUT
AT 12" O.C. MAX.
ANCHOR SPACING
ANCHORS I STRUCTURE I EMBED
3/8" HLC SLEEVE BY 'HILTI' GONG. I 1-1/4"
3/8" CONFLEX BY 'ELCO' PILLED BLOCK 9"
3/8" DYNABOLT BY '[TW' CONIC. 1-1/2"
3/8" POWER -BOLT BY 'POWERS'), CONC. 2" 1
3/8" SLEEVE -ALL BY 'SIMPSONSI CONC. 1-1/2"I
CONCRETE f'c = 3000 PSI MIN.
C-90 GROUT FILLED BLOCK f'm = 2000 PSI MIN. ,
EDGE DIST.
SPACING IEOGE DIST
8"2"
A"
3-3/4"
8"
2-3/4" I
8"
2„
8"
1 3"
4CONT.5 EEL ANR 14 GA
ANGLE
J 12 GA, GALV. STEEL
FLAT BRACKETS t3" LONG
1/16" X 2-1/2' AT 12" O.C. IN DOOR OPNG_ 2-1/8" X 1" X 14 GA.
FILLET WELDS AT 18° O.C. ABOVE DOOR OPNG. GALV. STEEL TRACK
AT 12" O.C. MAX. ES
CONNECTED TO CONT, ANGLE W/ FASTENED21/4-20 TRACK
H0.
W/ (3) SPOT WELDS AT EACH SIDE SLOTTED M.S. & LOCK NUT
RFVFRSF TRACK rPNTINUOUS ANGLE TRACK
TO STEEL TO CONCRETE AND FILLED BLOCK
ALTERNATE TRACK INSTALLATION
PRODUCT RENEWED
as complying with the Florida
Building Code
NOA-No. 16-0330.01
Expiration 03/2912022
By _
Miami-fYade Product Control
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DOOR PANEL
�24 GA. (.024) STEEL MIN.
7/16" DIA. WASHER
/ #8 X 3/4" SMS
O1170 3/8" FROM ENDS III! 11 ii AND 7" O.C. MAX.
1
I
IIII 1 (4) #8 X 3/4" SMS
1-3/8" FROM ENDS
T i if 11 �� AND 6-1/2" 0.0, MAX.
L(IiI _
'\\
\ `.175 X .062 DEEP
IIII GROOVE
I I
IIII
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IIII 1/4" POLYCARBONATE LEXAN
IIII / BY 'SABIC INNOVATIVE PLASTICS'
IIII / —NOA #i5-0915.08
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I j 1 I AND 6-1/2" O.C. MAX.
i
1
i
#8 X 3/4" SMS
\) ® 3/8" FROM ENDS
AND 7" O.C. MAX.
7/16" DIA WASHER
DOOR PANEL
24 GA. (.024) STEEL MIN.
* PLASTIC COMPLIES WITH
CHAPTER 26 OF FBC
SEE EVIDENCE PAGE
21 3/4"
MAX.
WOW. WIDTH
1.76
1.725
X Q * EXTERIOR FRAME * INTERIOR FRAME
w M 18 1/8" RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION
= m o MAX.
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INSIDE ELEVATION
RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS
WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION
#8 X 3/4" SMS C
0 3/8" FROM ENDS -
175 X .062 DEEP
AND 4-1/2" O.C. MAX. GROOVE
DOOR PANEL EXTERIOR
24 GA. (.024) STEEL MIN.
15/16" MIN. D.L. OPG.
GLAZING BITE
WINDOW WIDTH
PRODUCT RENEWED
as complying with the Florida
Building Code
NOA-No. 16-0330.01
ExpiratiZ-12oduct
a 03/29/2022
By
Miami -D Control
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