HomeMy WebLinkAboutProdufct ApprovalMIAMI-MIAMI-DADE COUNTY
0011RIall 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.sov/eeonomv
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 G dated 03/05/2015, 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 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 NCA 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 # 14-0814.03 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.
NOA No. 15-0317.01
Expiration Date: March 29, 2017
Approval Date: May 28, 2015
r as/9101!; Page 1
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 G dated 03/05/2015, prepared by Al-Farooq Corporation, signed
and sealed by Javad Ahmad, P.E.
B. TESTS "Submitter! 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 "Submitter! 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.
p5ItIViS
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No. 15-0317.01
Expiration Date: March 29, 2017
Approval Date: May 28, 2015
E-1
DAB Door Companv. 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. 13-0717.01, issued to SABIC Innovative Plastics, for their
Lexan Sheet Products, approved on 11/28/2013 and expiring on 07/17/2018.
2. Notice of Acceptance No. 14-0311.08, issued to Insulfoam, LLC, for their
Insulfoam Expanded Polystyrene Insulation, approved on 08/14/2014 and expiring on
11/29/2017.
3. Notice of Acceptance No. 11-0926.07, issued to Dyplast Products, LLC, for their
Expanded Polystyrene Block Type Insulation, approved on 11/10/2011 and expiring
on 01/11/2017.
4. Notice of Acceptance No. 11-0926.06, issued to Dyplast Products, LLC, for their
Dyplast ISO -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 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 L Ghia, P.E.
8. Test Report on Self -Ignition Temperature Test, Rate of Burn Test and Smoke Density
Test of "kEHAU non -foam PVC extrusion material', prepared by ETC Laboratories,
Report No. 04-761-15019.0, dated 05/06/2004, signed and sealed by J. L. Doldan, P.E.
F. STATEMENTS "Submitted under NOA # 14-0814.03"
1. Statement letter of code conformance to the 5th edition (2014) FBC and of no financial
interest issued by Al-Farooq Corporation, dated 05/13/2014, signed and sealed by
Javad Ahmad, P.E.
/ 5'/9 X015
D/
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No. 15-0317.01
Expiration Date: March 29, 2017
Approval Date: May 28, 2015
E -2
O 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 PUSH NUT _STEEL PLATE WITH ONE 5/16-18 MS W/ NUT OPTIONAL DOOR VIEWER
W/ (4) #14 X 5/8" SMS 0 FASTENED TO END STILE WITH TO BE INSTALLED AT
WITHOUT DELRON SLEEVE (STD.) ,� �1 (6) X14 X 3/4" SELF DRILLING SCREWS ANY CENTER STILE
0 7-1/2" X 3" X .071" GALV. STEEL i 00 I CENTER STILES
END ROLLER HINGE - I SEE SCH. 'A' 7� r A
W/ (6) #ta x s/a" SMS 1 00 ' '
9 WITHOUT DELRON SLEEVE (STD.)
WITH DELRON SLEEVE (OPTIONAL)
7-1/2" X 2-1/4" X .071"rUD
GALV. STEEL CENTER HINGEw/ (a) g1a x s/8" sMs z/ DooR ` '
WITH DELRON SLEEVE (OPTIONAL)
I I F Ijf
CENTER HINGE \
'-- 1" W X .15 THK. LATCH
I\ STANDARD LOCK
SPRING LOADED SLIDE BOLT (BOTH SIDES)
` FASTENED W/ (4) #14 X 1/2" S.M.S.----�
-- 5/8" MIN. LOCK ENGAGEMENT
CONFORMS TO SECTION 1008 REGARDING GARAGE 000)2S '
.158 DIA.
CABLE &
W/ MIN. 5
6"X3"X0.1"
STEEL PLATE
WITH (6) #14 X 5/8" SMS
DOOR
HEIGHT
CONSISTS OF
1 6'-6"
2 SECTIONS 18"
2 SECTIONS 21"
1 C-9"
1 SECTION 18°
3 SECTIONS 21-
7'
4 SECTIONS 21" -
7'-6"
5 SECTIONS 18" -
1 7'-9"
4 SECTIONS 18" 1 SECTION 21"
8'
3 SECTIONS 18" 2 SECTIONS 21"
1 8'-3'
2 SECTIONS 18' 3 SECTIONS 21"
1 8'-6"
1 SECTION 18" 4 SECTIONS 21"
I B'-9"
5 SECTIONS 21"
-
9'
6 SECTIONS 18"
-
1 9'-3"
5 SEC ONS 18°
1 SECTION 21" 1
4 SECTIONS 18" 2 SECTIONS 21"1
IW-13"
W V
3 SECTIONS 18" 3 SECTIONS 21"1
1 10'
2 SECTIONS 18" 4 SECTIONS 21"1
10'-3"
1 SECTION 18" 5 SECTIONS 21"1
10'-6"
6 SECTIONS 21" -
10'-9"
6 SECTIONS 18" 1 SECTION 21"
1 11'
5 SECTIONS 18" 2 SECTIONS 21°I
11'-3"
4 SECTIONS 18" 3 SECTIONS 21"
11'-6"
3 SECTIONS 18° 4 SECTIONS 21'1
111'-9"
2 SECTIONS 18" 5 SECTIONS 21'1
12'
1 SECTIONS 18" 6 SECTIONS 21"1
112'-3'
7 SECTIONS 21" -
112'-6"
6 SECTIONS 18" 2 SECTIONS 21"
112'-9"
5 SECTIONS 18' 3 SECTIONS 21"1
1 13'
4 SECTIONS 18" 4 SECTIONS 21"
113'-3"
3 SECTIONS 18° 5 SECTIONS 21°
113'-6"
2 SECTIONS 18-16
SECTIONS 21-
13'-9'
1 SECTION 18"
17 SECTIONS 21°
I 14'
8 SECTIONS 21'1-
14'-3"
6 SECTIONS 18"13
SECTIONS 21"
114'-6"
5 SECTIONS 18:14
SECTIONS 21"
114'-9"
4 SECTIONS 18"
5 SECTIONS 21"
15
3 SECTIONS 18"
6 SECTIONS 21"
15-3°
2 SECTIONS 18"
7 SECTIONS 21°
115'-6'
1 SECTION 18"
8 SECTIONS 21"
9 SECTIONS 21"I-
115'-9"
16'
_
6 SECTIONS 18" 14 SECTIONS 21"1
= o
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BRACKET
STD. LIFT DOOR
TOTAL b OF
'U' BARS AT
EACH DOOR
5
syn
BRACKET
LOW HEADROOM
DOOR OPTION i Is—
OPTIONAL VENT
/ 7-7/8" X 3-1/8" X .010" L (3) 5" WIDE AT 7" O.C. MAX.
LL STEEL PLATE OPENING AREA NOT TO EXCEED
WITH (4) #14 X 3/4" SDS 120 SQ. IN.
CENTER STILE
6 OUTSIDE
HANDLE
END STILE
COLONIAL DESIGN
MAX. DOOR WIDTH
FIT I�
, j 1-1 IJ
T
IV
L��, I�LAI
N
LOPTIONAL FLUSH FACE
WOOD GRAIN DESIGN L A
INSIDE ELEVATION
RAISED PANEL EMBOSSED DOOR
Nt LIEU OF #SELF14 X DRILLING SCREWS MAY BE USED
DAB DOORS INC.
Hurricane Mastery Model 824/811
Max. Size 18'-2" X 16'-0" High
With Window Lite Option
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DESIGN PRESSURE RATING = + 40.0 PSF
LOCK BAR GUIDES - 44.0 PSF
-INSTALLED ON END STILE THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT
7 WITH (a) q14 x s/a" SMS — - - - GENERAL NOTES
Q 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
.18T X .6W LOCK BAR REQUIREMENTS OF THE FLORIDA BUILDING CODE (FBC) FIFTH EDITION (2014)
ENGAGES IN TRACK INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).
ON EACH SIDE OF DOOR CENTER STILES SCHEDULE 'A' Z, ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS.
CENTER STILES CONFIGURATION ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
OUTSIDE KEYED LOCK DOOR WIDTHS $ OF CENTER STILES I DRESSING OR STUCCO.
8 OPTIONAL I'M
mo(1 18'-0" TO 9'-10" 2 I 3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL.
LOCK BIn �L��I AR LOCKING SHOWN Il�ll II=I I 110'-0" TO IV -10° 2 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN
ALTERNATE TO i 112'-0" TO 13'-10" 3 THESE DETAILS ARE NOT PART OF THIS APPROVAL.
SPRING LOADED SLIDE BOLT 8'-0" TO W-10" 114'-0" TO 15'-10" 4
LOCKS SHOWN ABOVE 5, A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY
DOOR WIDTHS 115'-11" TO 18'-2" 5 DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA
_ BUILDING CODE, TAS -202, TAS -201 & TAS -203 FOR HVHZ AND
9 ASTM E1886-05,ASTN E1996-09.
Engr. JAVAD AHMAD
CIVIL
m flI FLA. PE 70592 i QDDI�T �Fbvids
10'-0" TO 11'-10" 1 14'-0" TO 15-10" CA.N. 3538 mmi"Co&
III���iiII D��OIII��OR WIDTHS DOOR WIDTHS Amp No S
'
10 {:I�m 41� . � I! I . l�'+I . � L- jl
12'-0" TO 13'-10" 15'-11" TO 18'-2" _I
11 DOOR WIDTHS DOOR WIDTHS
- 1/2" X 1-3/4" X 16 GA.
FORMED TUBE ® TOP
OF EACH PANEL
O16 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.
16 GA. X 2-1/4" X 3/4" X 2"
--J� 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.
1/2" X 1-3/ X 16 GA,
OPEN TUBE ® BOTTOM-
OF
OTTOM - E
OF EACH PANEL
1ST SECTION (BOTTOM)
REINFORCING TRUSS
TWO AT BOTTOM PANEL
OPTIONAL STOP
BY DOOR
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.
1-3/16" j
#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 ® 12" O.C.
AND PUNCHED FLAPS
1.9" X 2.19" X 3.3" X .090" n
STEEL TRACK BRACKETS L
i IIS 1
SEE SHEET 3 FOR SPACING
STEEL TRACK
14 GA. X 2-1/8" X 1" (STANDARD)
12 GA. X 3-5/16" X 1-1/2" (OPTIONAL)P-- ( 7/16"' PUSHNUTALLED ON ROLLER SHAFT
FASTENED TO TRACK PLATES
24 GA. STEEL PANEL
FLAPS BENT OVER PANEL
°
I °
i
1/2" PUNCHED HOLES J
-_ O 4" D.C.
I
I
1
3/16" POP RIVETS I
AT 4" O.C. I
(6) FOR 21" STILES
(5) FOR 18" STILES
16 GA. X 2-1/4" X 3/4" X 2" �
GALV. STEEL REINFORCING TRUSS /
TRUSS FASTENED
TO VERTICAL INTERMEDIATE STILES 0.
W/ TWO # 14 X 5/8" S.M.S. AND TO END STILE I�
W/ FOUR # 14 X 3/4" SELF DRILLING SCR 1
I � /
LEND STILE
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 RIVETS I SEE DETAIL ABOVE
3/4" X 1-7/8" X 2-1/2" X .049" \
STEEL CENTER STILE,
FOR QUANTITIES SEE SHEET 1
GLUED AND RIVETED TO PANEL
# 14 X 5/8" S.M.S. (2) 3/16"
r 4/ HINGE POP RIVETS]
= /no,
(2) 3/16" RIVETS & I
TOP BOTTOM 'j�ff��� 1 A7-1/2" X 3" X .071 J
GALV. STEEL CENTER
HINGE
W/ 1/4-20 X 5/8" TRUSS HO. INTERIOR SIDE
SLOTTED MS. & LOCK NUT
69�Iy1[��II:
024" STL. PANEL
OUTSIDE OF DOOR
SOLID BRASS DOOR VIEWER
BY 'SCHLAGE SECURITY HARDWARE'
EDGE INSTALLED IN 9/16 DIA. HOLES IN CENTER STILE
DISTANCE POSITIONED AT EYE LEVEL
°e
1-111,7-3/16
1e ID
i
�3/8" POWER—BOLT BY 'POWERS'
2" MIN. EMBED INTO CONC.
2" MIN. EDGE DIST.
ONE PER BRACKET
SEE SHEET 3 FOR BRACKET SPACING
Engr: JAVAD Ai MAD
CIVIL
FLA. PE # 70592
14 rl CA N. 3 38
1/4-20 SS BOLT
7-1/2" X 3" X .071" & NUT
END ROLLER HINGE \3
1.82" DIA. X .50" STEEL ROLLERS (STD.)
1.82" DIA. X .50" NYLON ROLLERS (OPTIONAL) C
2.75" DIA. X .50" STEEL ROLLERS (OPTIONAL) 15
2.75" DIA. X .50" NYLON ROLLERS (OPTIONAL)
WITH 5" STEM
PRODUCT ncVLSED
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POP RIVETS 5/16" X 1-5/8" LAG SCREWS INTO WOOD OR
2" S X 5-1/2" X 3" % .104" � 5/16" SLEEVE ANCHORS
GALV.
GALV. STEEL WITH 1-1/4" EMBED INTO MASONRY
TOP ROLLER BRACKET ON EACH SIDE 3 PER BRACKET
P`N FASTENED W/ (6) # 14 X 5/8" S.M.S.ff_�. /
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
.090 THK. GALV. STEEL ADJUSTABLE
\
SLIDE FASTENED TO BRACKET -' -
1/2" X 1-3/4" X .058" FORMED STEEL
W/ 5/16-18 X 3/4" HEX HEAD `v
2-3/16" HIGH
M. SCREWS & NUTS.
\
TOP BRACKET
VERTICAL STILES WITH
(STANDARD)
B2
TOP BRACKET
I
(OPTIONAL) JJJ
- -
LOW HEADROOM DOOR
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
OPTIONAL INSULATIONS:
@Y 'DYPLAST PRODUCTS LLC'
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. #10-1129.04
OR
BY 'INSULFOAM LLC'
DENSITY = 0.92 PCF
N.O.A #14-0311.08
14 GA. GALV. STEEL
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
N
12 GA. GALV. STEEL
BOTTOM BRACKET FASTENED
— I / W/ (4) #14 X 5/8" SMS
IL d
I
O BOTTOM SEAL OPTIONS
SEE SHEET 4
SECTION A—A
SEE SHEET 2 FOR LOCATION
OF REINFORCING TRUSSES
s
0 s
w w
=w
x
Z
w 0
n0 m
0
m
4
TRACK CONFIGURATION
HORIZ. TRACK SUPPORT,
CENTER SUPPORT READ. ON DOORS L�
EXREEDING 8 FT. IN HEIGHT\ II
II �� A - �I
n
<L A - J
HORIZ. TRACK LENGTH = OPENING HEIGHT PLUS 12"
14 GA. GALV. STEEL TRACK
2 X 2 X 1/8" HORIZ. ANGLE
HORIZONTAL REINFORCEMENT
\
SPOT WELDED TO HORIZ. TRACK
1/2" X 1-3/4" X .058" FORMED STEEL
BRACKET PLACEMENTS
2-3/16" HIGH
-GLUED TO PANEL AND FASTENED TO
2" X 5-1/2" X .104"
IST
VERTICAL STILES WITH
GALV. STEEL
B2
(2) 3/16" POP RIVETS FASTENED W/ (4) # 14 X 5/8" S.M.S.
I
REST AT 9" O.C.
TOP ROLLER BRACKET FOR
B7
LOW HEADROOM DOOR OPTION
Z
HORIZONTAL REINFORCEMENT
w
W/ 3/8-I6 X 3/4" BOLT & NUT
1/2" X 1-3/4" X .058" FORMED STEEL
45"
a
GLUED TO PANEL AND FASTENED TO
Z
-
- /VERTICAL STILES WITH
(2) 1/4-20 X 5/8" BOLT & NUT
Q E
(2) 3/16" POP RIVETS
34"�_-
45"
(L
67"
7'-0"
5/1 6" MEETING RIB
0w
`0
1.82" DIA. X .50" ROLLERS
J�^ DIA. X 4-1/4" STEM
23"
34"
TW/ .44
56"
OPTIONAL INSULATIONS:
@Y 'DYPLAST PRODUCTS LLC'
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. #10-1129.04
OR
BY 'INSULFOAM LLC'
DENSITY = 0.92 PCF
N.O.A #14-0311.08
14 GA. GALV. STEEL
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
N
12 GA. GALV. STEEL
BOTTOM BRACKET FASTENED
— I / W/ (4) #14 X 5/8" SMS
IL d
I
O BOTTOM SEAL OPTIONS
SEE SHEET 4
SECTION A—A
SEE SHEET 2 FOR LOCATION
OF REINFORCING TRUSSES
s
0 s
w w
=w
x
Z
w 0
n0 m
0
m
4
TRACK CONFIGURATION
HORIZ. TRACK SUPPORT,
CENTER SUPPORT READ. ON DOORS L�
EXREEDING 8 FT. IN HEIGHT\ II
II �� A - �I
n
<L A - J
HORIZ. TRACK LENGTH = OPENING HEIGHT PLUS 12"
14 GA. GALV. STEEL TRACK
2 X 2 X 1/8" HORIZ. ANGLE
I *
mm
SPOT WELDED TO HORIZ. TRACK
V
v
BRACKET PLACEMENTS
2-3/16" HIGH
WITH TWO WELDS AT 1-1/2" APART
HEIGHT
IST
0
FIRST AT 3" O.C.
B2
B3
I
REST AT 9" O.C.
B6
B7
CONNECTED TO FLAG BRACKET ANGLE
Z
18" N/Al1 " TO
w
W/ 3/8-I6 X 3/4" BOLT & NUT
0 F
45"
a
AND TO SPRING SHAFT GUIDE WITH
Z
cv
m
(2) 1/4-20 X 5/8" BOLT & NUT
Q E
e
34"�_-
45"
(L
67"
7'-0"
21"
0w
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2"11-3/4"I
23"
34"
45"
56"
67"
7'-6"
18"
18" 18"
18" 18" 1" TO
2"I11-3/4"
23"
34"
/
XT1"
0
67"
�8'-0"
2-1/8" XT. 80K
O m
18" 21"t" TO
2"111-3/4'
SECTION A—A
p' o w m
o
56"
DOOR
I *
SECTION
HEIGHTS I
j
BRACKET PLACEMENTS
2-3/16" HIGH
/
HEIGHT
IST
2ND 3RO
4TH 5TH B1
B2
B3
84
B5
B6
B7
118",
18" 18"
18" N/Al1 " TO
2":111-3/4"
23"
34"
45"
56"
67"
�C-0"
6 -6"121"j18"
18"121"
N/A 1" TO
2"I11-3/4"�
23"
34"�_-
45"
56"
67"
7'-0"
21"
21" 21"
21" N/A TO
2"11-3/4"I
23"
34"
45"
56"
67"
7'-6"
18"
18" 18"
18" 18" 1" TO
2"I11-3/4"
23"
34"
45"
56"
67"
�8'-0"
21"
18" 18"
18" 21"t" TO
2"111-3/4'
23"
34„
45"
56"
67"
*-SECTIONS ARE NUMBERED STARTING AT THE BOTTOM
FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10" O.0
1.9" X 2.19" X 3.3" X .090"
.°
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STEEL TRACK BRACKETS
j
o
2-3/16" HIGH
/
BS
CONNECTED TO TRACK WITH
j
(4) 1/4" BOLTS & NUTS.
j
78-1/4"I 0_
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VERTICAL LIFT HIGH LIFT STANDARD LIFT LOW HEADROOM w o o w
DOUBLE TRACK c' —�
AVAILABLE TRACK OPTIONS
Engr: JAVAD AHMAD
CIVIL
FLA PE # 70592
C.A.N. 3538
0 2015
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05-03 1
sheet 3 of 5 1
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35 I
28Y\\
WOOD 8
MIN.
'EDGE DIST.
Ct
OPTION 'A'
1/4" DIA. LAG SCREWS
SAT 6" FROM ENDS
AND 12" O.C. MAX.
- --- -rD'
N.
DGE
DIST.
I m
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2BY �� 1/4" DIA. LAG SCREWS
WOOD BU AT 6" FROM ENDS
'I AND 12" O.C. MAX.
1
l
c
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.
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
1/4" 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 'ITW' WITH SPACING OF
22" O.C. INTO 3000 PSI CONCRETE, WITH 2-1/2" MIN. EMBED
3" MIN. EDGE DISTANCE
3/8" HLC SLEEVE BY 'HILTI' WITH SPACING OF
#8 X 1"
SELF DRILLING SCREWS \— --�
OR
3/16" 'RIVEX' STEEL RIVETS
MULTIGRIP W/ DOME HEAD
AT 48" O.C.
REINFORCEMENT
1/2" X 1-3/4" X .DEE"
FORMED STEEL O
W'STRIP ADAPTER \\\
ALUMINUM
RUBBER W'STRIPPING
050�J�/�`— b_
.224 II��f" 534
�L-1.750 �I�
REINFORCEMENT
1/2" X 1-3/4" X .058"
FORMED STEEL
��. #8 X 1"
SELF DRILLING SCREWS
OR
/r 3/16" 'RIVEX' STEEL RIVETS
MULTIGRIP W/ DOME HEAD
AT 48" O.C.
AD
W'STRIP ADAPTER
RUBBER W'STRIPPING
R 040 b
700
.348
1.790
I:Ti� tt tiP„ t.9 y\mil � IP7 � 6�
ANCHOR SPACING
F- ANCHORS STRUCTURE EMBED SPACING EDGE DIST.
1 3/8" HLC SLEEVE BY 'HILTI' CONC. I 1-1/4" 8" 2" 1
5/16" X 1-5/8" V8" CONFLEX BY 'ELCO' FILLED BLOCK 2" 8" 3-3/4"
LAG SCREWS STEEL STRUCTURE BY OTHERS 3/8" DYNABOLT BY 'ITW' CONC. _1_-_1/2" ___6" __ _2-3/4_"
3/8" POWER -BOLT BY 'POWERS' GONG. _ _ 2" B" 2"
AT 12' O.C. BY DOOR SYSTEM ---MUST SUPPORT THE LOADS IMPOSED 3/8" SLEEVE -ALL BY 'SIMPSONSI CONC. 11-1/2" g" 3"
CONCRETE f'c = 3000 PSI MIN.
5/16" DIA. BOLTS
C-90 GROUT FILLED BLOCK I'm = 20XMMIN.
°p> WITH WASHER & NUT
10 AT 12" O.C. MAX. EDGE DIST.
1-1/2" I 1-1/2"� �~CON7.4 X 2 ANGLEX 14 GA 11 1/2"
11 12 GA. GALV. STEEL
FLAT BRACKETS f3" LONG
1/16" X \2-1/1 AT 12" O.C. IN DOOR OPNG. 2-1/8" X 1" X 14 GA.
I
FLLET WELDS GALV. STEEL TRACK
AT 1O.C. MAX. AT 18" O.C. ABOVE DOOR OPNG. FASTENED TO TRACK PLATES
CONNECTED TO CONT. ANGLEW/ (2) 1/4-20X5/8" TRUSS HD.
W/ (3) SPOT WELDS AT EACH SIDE Jr�SLOTTED M.S. & LOCK NUT
CONTINUOUS ANGLE TRACK
TO WOOD BUCK
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.
REVERSE TRACK
TO STEEL
ALTERNATE TRACK INSTALLATION
CONTINUOUS ANGLE TRACK
TO CONCRETE AND FILLED BLOCK
Engr. JAVAD AHMAD
CIVIL
FLA. PE # 70592
C.A.N. 3530ft 9015
PRODUCE REVLSED
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drawing no.
05-03
sheet 4 of 5 1
DOOR PANEL
�24 GA. (.024) STEEL MIN.
-7/16" DIA. WASHER
,i
1 I
1 #8 X 3/4" SMS
1T II L 0 3/8" FROM ENDS
AND 7" O.C. MAX.
ell
IIII { (4) #8 X 3/4" SMS
III {{ ® 1-3/8" FROM ENDS
AND 6-1/2" O.C. MAX.
IS I --
�I.
I1 �, 175 X .062 DEEP
,III GROOVE
I I
,IIII
IIII
IIII 1/4" POLYCARBONATE LEXAN
BY 'SABIC INNOVATIVE PLASTICS'
IIL.�NOA #13-0717.01
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IIII
IIII
III
IIII
IIII .175 % .062 DEEP
IIII _ GROOVE
I
I III
a, I
I I 1 I I
III (4) #8 X 3/4" SMS
II III j �' @ 1-3/8" FROM ENDS
11 ) AND 6-1/2" O.C. MAX.
BO
I 1
/ { I
yL {
11n,
I_ ({8 X SMS
J @ 3/8""FROM
FROM ENDS
AND 7" O.C. MAX.
7/16" DIA. WASHER
DOOR PANEL
24 GA (.024) STEEL MIN.
a
E
. O
O
* PLASTIC COMPLIES WITH
CHAPTER 26 OF FBC
SEE EVIDENCE PAGE
21 3/4"
MAX.
WDW. WIDTH
18 1/8"
MAX.
D.L.O.
1.76'
1.144
1.725
250
1,800
* EXTERIOR FRAME * INTERIOR FRAME
RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION
II A� ,i lI�k,� �
i, B C f �' '� r. V 'i r Vii. h ` Ii j f
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Lt 1. .. ..I. Ij`r{�..—•___."'�" II`r`��
rl �% % I { I , 11 n � 4 •,
TL
INSIDE ELEVATION
RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS
O WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION
qa x 3/4° SMS
® 3/8° FROM ENDS .175 X .062 DEEP
AND 4-1/2" O.C. MAX. GROOVE
F-
DOOR PANEL EXTERIOR
24 GA. (.024) STEEL MIN.
15/16" MIN. D.L. OPG.
GLAZING BITE
WINDOW WIDTH
Engr: JAVAD AHMAD
CIVIL
FIA. PE )f 70592
C.A.N. 3538
A 015
PRODWI RE V LSED
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