HomeMy WebLinkAboutProduct ApprovalM IAM M 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.miamidade.gov/economy
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 16'-2" Wide w/
Window Lite Option (DP +56.0, -64.0 PSF)
APPROVAL DOCUMENT: Drawing No. 00-18, titled "Sectional Garage Door", sheets 1 through 5 of 5,
dated 08/24/2000, with last revision I dated 03/09/2015, prepared by Al-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 NCA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA # 14-0814.05 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. 15-0304.02
Expiration Date: February 22, 2020
Approval Date: April 23, 2015
0�I PPage 1
DAB Door Comuanv, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 00-18, titled "Sectional Garage Door", sheets I through 5 of 5, dated
08/24/2000, with last revision I 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 "Submitter) tinder NOA # 09-0128.03"
1. 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, P.E.
"Submitted under NOA # 08-1106.05"
2. 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 2411 3.2.1, 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-08-2149A/B, dated 06/27/2008, signed and sealed by Candido F. Font,
P.E.
"Submitted under NOA # 00-1121.01"
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 00-903, dated 08/11/2000, signed and sealed by Hector M.
Medina, 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 00-904, dated 08/17/2000, signed
and sealed by Hector M. Medina, P.E.
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. "Submitted under NOA # 03-0210.04"
C. CALCULATIONS "Submitted under NOA # 14-0814.05"
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.
2. Anchor verification calculations prepared by Al-Farooq Corporation, complying with F.B.0
2007, dated 12/19/2008, signed and sealed by Humayoun Farooq, P.E.
"Submitted under NOA # 09-0128.03"
0004 �b/y0l>
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No. 15-0304.02
Expiration Date: February 22, 2020
Approval Date: April 23, 2015
E-1
DAB Door Company, 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 -Cl 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 1. 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 "Submitter) under NOA # 14-0814.05"
1. Statement letter of code conformance to the 5'h edition (2014) FBC and no financial
interest issued by Al-Farooq Corporation, dated 05/13/2014, signed and sealed by
Javad Ahmad, P.E.
E -2
)PzlinlwK
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No. 15-0304.02
Expiration Date: February 22, 2020
Approval Date: April 23, 2015
Oki7-1/2" X 2-1/4" X 18 GA.GALV. STEEL CENTER HINGE OW/ (4) #14 x 5/8" SMS
WITHOUT DELRON SLEEVE (STD.) OO7-1/2" X 3" X .071" GALV. STEELEND ROLLER HINGE 1 O 0
w/ (6) #14 X 5/8" SMS WITHOUT DELRON SLEEVE (STD.)
WITH DELRON SLEEVE (OPTIONAL) `� O
7-1/2" X 2-1/4" X .071" \� _-
p GALV. STEEL CENTER HINGE LOCK
W/ (4) #14 X 5/8" SMS 2/ DOOR `
p WITH DELRON SLEEVE (OPTIONAL) -
A" 01\ I_
CENTER HINGE 15/16"w x .15 THK. LATCH
I STANDARD LOCK B
SPRING LOADED SLIDE BOLT 2"(BOTH SIDES)
` FASTENED W/ (4) #14 X 1/2" S.M.S.
5/8" MIN. LOCK ENGAGEMENT
CONFORMS TO SECTION 1008 REGARDING GARAGE OOORt
7 X 7 GALV. AIRCRAFT TYPE
CABLE & NICO -PRESS SLEEVE
' MIN. 5 TO 1 SAFETY FACTOR
7" X 3" X 12 GA.
STEEL PLATE
WITH (4) #14 X 3/4"
SELF DRILLING SCREWS
O
1
.1 0
BRACKET
STD. LIFT DOOR
DOOR
HEIGHT CONSITS OF
TOTAL # OF
'U' BARS AT
EACH DOOR
6'-6" 2 SECTIONS
18" 2 SECTIONS 21"
e
6'-9" 1 SECTION 18' 3 SECTIONS 21"
7' 4 SECTIONS 21" -
_
7'-6" 5 SECTIONS
18" -
10
7'-9" 4 SECTIONS 18" 1 SECTION 21"
8' 3 SECTIONS 18" 2 SECTIONS 21"
8'-3" 2 SECTIONS 18" 3 SECTIONS 21"
8'-6" 1 SECTION 1B" 4 SECTIONS 21"
8'-9" 5 SECTIONS 21" -
9' 6 SECTIONS
18" -
12
9'-3" 5 SECTIONS 18" 1 SECTION 21"
9'-6" 4 SECTIONS 18" 2 SECTIONS 21"
9'-9" 3 SECTIONS 18" 3 SECTIONS 21"
10' 2 SECTIONS 18" 4 SECTIONS 21"
10'-3" 1 SECTION 18' 5 SECTIONS 21-
10'-6" 6 SECTIONS 21" -
10'-9" 6 SECTIONS
18" 1 SECTION 21"
14
11' 5 SECTIONS 18" 2 SECTIONS 21"
11'-3' 4 SECTIONS W 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 21" -
12'-6" 6 SECTIONS
18" 2 SECTIONS 21"
16
12'-9" 5 SECTIONS 18",3 SECTIONS 21"
13' 4 SECTIONS 18" 4 SECTIONS 21"
13'-3" 3 SECTIONS 18" 5 SECTIONS 21"
13'-6" 2 SECTIONS 18" 6 SECTIONS 21"
13'-9" 1 SECTION 18' 7 SECTIONS 21"
14' 8 SECTIONS 21' -
14'-3" 6 SECTIONS
18" 3 SECTIONS 21"
18
14'-6" 5 SECTIONS 18" 4 SECTIONS 21"
14'-9" 4 SECTIONS 18" 5 SECTIONS 21"
15' 3 SECTIONS 18" 6 SECTIONS 21"
15'-3' 2 SECTIONS 18' 7 SECTIONS 21'
15'-6" 1 SECTION 18"_ 8 SECTIONS 21"
9 SECTIONS 21" -
16' 6 SECTIONS
18" 4 SECTIONS 21"
20
O
oO
BRACKET i
LOW HEADROOM I
DOOR OPTION
7-7/8" X 3-1/8" X .010"
STEEL PLATE
WITH (4) #14 X 3/4" SDS
CENTER STILE
OUTSIDE
HANDLE
TOP FIXTURE 5-1/2" X 2-3/4" X 0.1"
STEEL PLATE WITH ONE 5/16-18 MS W/ NUT
FASTENED TO END STILE WITH
(6) #14 X 3/4" SELF DRILLING SCREWS
CENTCO CTII Ec
OPTIONAL DOOR VIEWER
TO BE INSTALLED AT
ANY CENTER STILE
SEE SCH. 'A' F
DOOR WIDTHS
-
8'-0" To 9'-10"
2
10'-0" TO 11'-10"
2 _
12'-0" TO 13'-10"
3
14'-0" TO 15'-10"
4
15'-11' TO 16'-10"
5
_-
ilk—
-
I
sl
I
OPTIONAL VENT OPTIONAL FLUSH FACE
(3) 5" WIDE AT 7" O.C. MAX. COLONIAL DESIGN WOOD GRAIN DESIGN L _� A
OPENING AREA NOT TO EXCEED
120 SQ. IN. MAX. DOOR WIDTH �I
- - —
-
INSIDE ELEVATION
RAISED PANEL EMBOSSED DOOR
DAB DOORS INC.
Hurricane Moster® Model 824/811
Max. Size 16'-2" X 16'-0" High
With Window Lite Option
79IUi1'111115
LOCK BAR GUIDES
INSTALLED ON END STILE
WITH (4) #14 X 5/8" SMS
.18T X .6W LOCK BAR
ENGAGES IN TRACK CENTER STILES
ON EACH SIDE OF DOOR ----T
OUTSIDE KEYED LOCK
OPTIONAL
LOCK BAR LOCKING SHOWN
ALTERNATE TO
SPRING LOADED SLIDE BOLT
LOCKS SHOWN ABOVE
8'-0" TO W-10"
DOOR WIDTHS
#14 X 3/4" SELF DRILLING SCREWS MAY BE USED
IN LIEU OF #14 X 5/8" SMS
THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT
crurnl u F 'A'
CENTER STILES CONFIGURATION
DOOR WIDTHS
# OF CENTER STILES
8'-0" To 9'-10"
2
10'-0" TO 11'-10"
2 _
12'-0" TO 13'-10"
3
14'-0" TO 15'-10"
4
15'-11' TO 16'-10"
5
E10'-0" TO 11'-10" 14'-0" TO 15'-10" _-
DOOR WIDTHS DOOR WIDTHS
12'-0" TO 13'-10" �_. 15'-11" TO 16'-2"
DOOR WIDTHS DOOR WIDTHS
DESIGN PRESSURE RATING = + 56.0 PSF
- 64.0 PSF
GENERAL NOTES
1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE (FBC) FIFTH EDITION (2014)
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
THESE DETAILS ARE NOT PART OF THIS APPROVAL.
5. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY
ODOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA
BUILDING CODE, TAS -202, TAS -201 & TAS -203 FOR HVHZ AND
ASTM E1886-05/ASTM E1996--09.
,.. CNIL PRODUCT RENEWED
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drawing no.
00-18
16 GA. X 2-1/4" X 2" GALV. STEEL U.BAR
REINFORCING TRUSS ® TOP 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.
(2) 16 GA. X 2-1/4" X 2" GALV. STEEL U.BAI
REINFORCING TRUSS O 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
BOTTOM SEAL OPTIONS
SEE SHEET 4
1ST SECTION (BOTTOM)
REINFORCING
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_
0.55 S.G.
MIN,
1-3/16"
1.9" X 2.19" X 3.3" X .090"
STEEL TRACK BRACKETS
SEE SHEET 2 FOR SPACING
2-1/4" X 2" GALV. STEEL U.BAR
G 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.
2ND SECTION
REINFORCING
OPTIONAL STOP MOULDING
BY DOOR INSTALLER
# 14 X 5/8" SMS
F 6 PER HINGE
STEEL TRACK7/16"" PUSHNUT
14 GA. X 2-1/8" X 1' (STANDARD) INSTALLED ON ROLLER SHAFT
12 GA. X 3-5/16" X 1-1/2" (OPTIONAL)_
FASTENED TO TRACK PLATES
W/ 1/4-20 X 5/8" TRUSS HD.
SLOTTED M.S. & LOCK NUT
1/2" X 1-3/4" X 16 GA.
OPEN TUBE
TOP & BOTTOM
OF EACH PANEL
16 GA.X 2-1/4" X 2" GALV. STEEL V.BAR
REINFORCING TRUSS
TRUSS FASTENED TO VERTICAL INTERMEDIATE
STILES W/ TWO # 14 X 5/8" S.M.S.
AND TO END STILE
QW/ FOUR # 14 X 3/4" SELF DRILLING SCR
INTERMEDIATE SECTIONS
REINFORCING
1/2" X 1-3/4" X 16 GA. FORMED STEEL
GLUED TO PANEL AND SECURED TO
END STILE WITH 3/16" POP RIVETS 0 12" O.C.
1-7/8" X 2-5/8" X 18 GA. STEEL
CENTER STILE
# 14 X 5/8" S.M.S.
4/ HINGE
18 GA. GALV. STEEL] INTERIOR SIDE
CENTER HINGE
SECTION B—B
POP RIVETS
ROLLER
24 GA. -S
FLAPS BENT OVER PANEL
1/2" PUNCHED HOLES
4" O.C.
16 GA.X 2-1/4" X 2" GALV. STEEL U.BAR
REINFORCING TRUSS
TRUSS FASTENED TO VERTICAL INTERMEDIATI
STILES W/ TWO # 14 X 5/8" S.M.S.
�AND TO END STILE
W/ FOUR # 14 X 3/4" SELS DRILLING SC
TOP SECTION
REINFORCING
3/4" X 2" X 2-1/2" X 18 GA. STEEL
END STILE
_ EDGE
DISTANCE
al _
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)
3/4" MAX.
3/8" DIA. POWER -BOLT BY 'POWERS"
2" MIN. EMBED INTO 3000 PSI MIN. CONC.
2" MIN. EDGE DISTANCE
ONE PER BRACKET
SEE SHEET 3 FOR BRACKET SPACING
Clw _ P11400mC! RENEWED
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drawing
00-18
sheet 2 of 5
POP RIVETS
S
X 5-1/2" X 3" X 12 GA.
GALV.- c
GALV. STEEL
TOP ROLLER BRACKET ON EACH SIDE
FASTENED W/ (6) # 14 X 5/8" S.M.S.
.090 THK. GALV. STEEL ADJUSTABLE
SLIDE FASTENED TO BRACKET
W/ 5/16-18 X 3/4" HEX HEAD
M. SCREWS & NUTS.
TOP BRACKET
(STANDARD) TOP BRACKET
- _ \ (OPTIONAL)
LOW HEADROOM DOOR
SECTION A -A
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
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
HORIZONTAL REINFORCEMENT \
1/2" X 1-3/4" X 16 GA. FORMED STEEL 2" X 5-1/2" X .104"
GLUED TO PANEL AND FASTENED TO GALV. STEEL
VERTICAL STILES WITH FASTENED W/ (4) # 14 X 5/8" S.M.S.
(2) 3/16" POP RIVETS TOP ROLLER BRACKET FOR
LOW HEADROOM DOOR OPTION
10RIZONTAL REINFORCEMENT
1/2" X 1-3/4" X 16 GA. FORMED STEEL
'CUED TO PANEL AND FASTENED TO
VERTICAL STILES WITH
;2) 3/16" POP RIVETS
i.81" DIA X 5" ROLLER SHAFT
OPTIONAL INSULATIONS:
BY '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
. GALV. STEEL
M BRACKET FASTENED
) # 14 X 5/8" SMS
SEAL OPTIONS
EET 4
HORIZ. TRACK SUPPORT,
CENTER SUPPORT READ. ON DOORS
EXREEDING 8 FT. IN HEIGHT -
II II A f -i
II
HORIZ. TRACK LENGTH = OPENING HEIGHT PLUS 12"
14 GA. GALV. STEEL TRACK
2 X 2 X 1/8" HORIZ. ANGLE
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 f
2-1/8" X 1" X .080"
SECTION A -A
DOOR
' SECTION HEIGHTS
I BRACKET PLACEMENTS
HEIGHT
1STI2NDI3RDI4TH
5THI
B1
82 83 I B4
I 135
B6
B7 E38
-O"18"8"
1" TO 2"11-3/4"
23" 34"
45"
56"
68"
N/A
1" TO Til
-3/4 23 34"
45"
56"
671"
N6'
lIlN/A
N/A
1" TO 2"
11-3/4" 23" 34"
45'
56"#67"
-8"
18"
1" TO 2..11_3/4„
23" 34"
45"
56"
78-1/48"
21"
1" TO 2"
11_3/4„ 23" 34"
45"
56"
78_1/4„
*-SECTIONS ARE NUMBERED STARTING AT THE BOTTOM
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
m 2-3/16" HIGH
CONNECTED TO TRACK WITH
0) 1/4" BOLTS & NUTS.
N
TRACK CONFIGURATION
VERTICAL LIFT HIGH LIFT STANDARD LIFT
AVAILABLE TRACK OPTIONS
CML
FLA. PE 70592
C A.N. 38
4015
LOW HEADROOM
DOUBLE TRACK
PRODUCT RENE"D
0OmVlYi%witD MeaHoorrida
AcoWmoe Noykda
BtPff8iMDW ?=d77A
(04ftv
Z m
2 w
W N
a� N
0 O 0
w Xro
ILF�.. LL
U a
m
O pwr) o
O a 'a 0 •°a
00t -
V! oop
Q W
LL Lu -i
LLwuI -o
_ Ln m
JOM¢�
Qwgg
00
0
M
w"1
Q �
U = a
Z�Nm
00 w
(n 0) p 1
Of Y
CD
C) Z
C) = .n
n W M
Q N Q
M 0 m
N O O
o r o4 � ri
0
a o
N
I
o I t
a
a; d
drawing no.
00-18
of
a Z 1-1/2" MIN.
G4
2BY
WOOD
1/4" DIA. LAG SCREWS 2BY
AT 6" FROM ENDS WOOD
AND 10" O.C. MAX.
OPTION 'A'
DIST.
OPTION 'B'
8 X 1"
/\ SELF DRILLING SCREWS
OR
3/16" 'RIVER' STEEL RIVETS
m
MULTIGRIP W/ DOME HEAD
} o AT 48" O.C.
m3
REINFORCEMENT
1/2" X 1-3/4" X .058"
FORMED STEEL
1/4" DIA. LAG SCREWS
AT 6" FROM ENDS
AND 10" O.C. MAX.
W'STRIP ADAPTER.
ALUMINUM
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
8" O.C. INTO GROUT FILLED BLOCK WALL, WITH 2-1/4" MIN. EMBED
8" O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED
2-1/2" MIN. EDGE DISTANCE
1/4" TAPPER BY 'POWERS' WITH SPACING OF
7" O.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/2" MIN. EMBED
8" O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED
3" MIN. EDGE DISTANCE
3/8" CONFLEX BY 'ELCO'
ANCHORS
8" O.C. INTO GROUT FILLED BLOCK WALL, WITH 2" MIN.
EMBED
8" O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4- MIN.
EMBED
3-3/4" MIN. EDGE DISTANCE
3/8" CONFLEX BY 'ELCO'
3/8" LOT BY 'ITW' WITH SPACING OF
8'" 4"
18" O.C. INTO 3000 PSI CONCRETE, WITH 2-1/2" MIN.
EMBED
3" MIN. EDGE DISTANCE
3/8" POWER -BOLT BY 'POWERS'
38" HLC SLEEVE BY 'HILTI' WITH SPACING OF
_ _
8"_ 2"
9' 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 = (16.16' X 56 PSF)/2 = 452.5 Lbs per Fl.
MAXIMUM INTERIOR(-) LOAD PER JAMB = (16.16' X 64 PSF)/2 = 517.1 Lbs per Fl.
5/16" X 1-5/8"
LAG SCREWS
AT 8" O.C.
1-1/2"
CONTINUOUS ANGLE TRACK
TO WOOD BUCK
1/16" X 2-1/2"
FILLET WELDS
AT 12" O.C. MAX.
RUBBER W'STRIPPING
STEEL STRUCTURE BY OTHERS
MUST SUPPORT THE LOADS IMPOSED
BY DOOR SYSTEM
REVERSE TRACK
TO STEEL
O
050?
.224 IS U IS FIJI .534
41.750��
REINFORCEMENT
1/2" X 1-3/4" X .058"
FORMED STEEL
#8 X 1"
SELF DRILLING SCREWS
OR
3/16" 'RIVEX' STEEL RIVETS
MULTIGRIP W/ DOME HEAD
AT 48" O.C.
![OO
W'STRIP ADAPTER
STEEL
RUBBER W'STRIPPING
040
700
.348
1.790--T-1
I:I011OTT.Yy1S�Ii1Q�[.y
___ANCHOR SPACING
ANCHORS
STRUCTURE I EMBED
SPACING EDGE DIST.
3/8" HLC_ SLEEVE BY 'HILTI'
CONC. 1-1 4"
8" 3"
3/8" CONFLEX BY 'ELCO'
FILLED BLOCK 2"
8'" 4"
3/8" DYNABOLT BY 'ITW'
CONC. 1-1/2"
_3-3
8" 3-3/4"
3/8" POWER -BOLT BY 'POWERS'
CONC. 2"
_ _
8"_ 2"
3/8" SLEEVE -ALL BY 'SIMPSONS'
CONC. 1-1/2"
_
8" 3-1/2"
CONCRETE f c = 3000 PSI MIN.
5/16" DIA. BOLTS C-90 GROUT FILLED BLOCK I'm = 2000 PSI MIN.
r- WITH WASHER & NUT
AT 12" O.C. MAX.
EDGE DIST.
_ 1-1/4" X X 14 GA I I
CONT. STEELL ANGLE 1-1/2"
12 GA. GALV. STEEL
FLAT BRACKETS 33" LONG
AT 12" O.C. IN DOOR OPNG.
AT 18" O.C. ABOVE DOOR OPNG.
CONNECTED TO CONT. ANGLE
W/ (3) SPOT WELDS AT EACH SIDE
ALTERNATE TRACK INSTALLATION
2-1/8" X 1" X 14 GA,
GALV. STEEL TRACK
FASTENED TO TRACK PLATES
W/ (2) 1/4-20X5/8" TRUSS HD.
SLOTTED M.S. & LOCK NUT
CONTINUOUS ANGLE TRACK
TO CONCRETE AND FILLED BLOCK
FILLED BLOCK
(tyIvu
0
�o
gr. JAVAD AHMAD PRODUCT RENEWED N o
CIVIL lt
FLA. PE a 70592 a w111E
id6o r
8d�Cude i'IO
� o n
2015 Ely�
drawing no.
1 00-18
DOOR PANEL
24 GA, (,024) STEEL MIN.
7/16" DIA. WASHER
��A8 X 3/4" SMS
1 III I I ® 3/8" FROM ENDS
A �� I , I I II AND 7" O.C. MAX.
I i
0 1-3/8"3
FROM ENDS
I AND 6-1/2" O.C. MAX.
L I
,III
iII
IIIH
.175 X .062 DEEP
Ill GROOVE
I
II 11
'III
;III 1/4" POLYCARBONATE LEXAN
I BY 'SABIC INNOVATIVE PLASTICS'
I NOA #13-0717.01
ll
Of
6 0
0 —
o w _
0 x �..
W
I
'III
IIII
,III
I I
I I
Ills
IIII
Ill
Ill1 .175 X .062 DEEP
WIGROOVE
(4) #B X 3/4" SMS
® 1-3/8" FROM ENDS
AND 6-1/2" O.C. MAX.
J \ � 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.
a
* PLASTIC COMPLIES WITH
CHAPTER 26 OF FBC
SEE EVIDENCE PAGE
.50II 6
I I 256Z0
z
1. 1,725 OEFOFUO�T
0.
J0
1144
65
76 800 am°
.1 > omGrw7
0 0.
* EXTERIOR FRAME * INTERIOR FRAME 00 (Y
0
RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION Q w § LL n
1L zLo
y_ / 0 J 2Q w
- QWr
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'
® 3/8- FROM ENDS ` G175 X ROOVE 062 DEEP
AND 4-1/2" O.C. MAX,
DOOR PANEL) EXTERIOR
24 GA. (.024) STEEL MIN.
15/16" MIN. D.L. OPG.
GLAZING BITE
PRODUCT RENEWED
a 000yyet wdM dw Florida
AooeplMW No AS _v
By
M' Prodw.l Cmfol
SII ro
O o
0
0
il
Ld
0 Q J
Q L
Of (3±
a
Z v
�w�
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0) 0 I
Q a-
0 O < N
1- O z
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Q N Q
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N
I 6
a �
0 N Y
a o u
drawing no.
00-18