HomeMy WebLinkAboutProduct Approval (3)MIAMI• MIAMI-DADE COUNTY
PKIII 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.eov/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 9'-4" Wide w/
Window Lite Option (DP +50.0,-60.0 PSF)
APPROVAL DOCUMENT: Drawing No. 01-09, titled "Sectional Garage Door", sheets I through 5 of 5,
dated 02/01/2001, with last revision J dated 03/09/2015, 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 NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NCA 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 914-0814.04 and consists of this page I 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. 15-0317.02
MIAMI•DADE COUNTY Expiration Date: August 9, 2016
1iii'JI Approval Date: June 11, 2015
Page 1
0(m/0z yo1S
DAB Door Comoanv. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 01-09, titled "Sectional Garage Door", sheets 1 through 5 of 5, dated
02/01/2001, with last revision J dated 03/09/2015, prepared by Al-Farooq Corporation,
signed and sealed by Javad Ahmad, P.E.
B. TESTS "Submitter) under NOA # 09-0128.04"
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 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-08-2149AB, dated 06/27/2008, signed and
sealed by Candido F. Font, P.E.
"Submitted under NOA # 09-0128.04"
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, P.E.
"Submitted under NOA # 01-0516.03"
3. Test report of large missile impact test per PA 201 and cyclic wind pressure test per
PA 203 on "Sectional Residential Garage Door", prepared by Hurricane Engineering
& Testing, Inc., Report No. HETI 01-974A, dated 01/29/2001, signed and sealed by
Hector M. Medina, P.E.
4. Test report of Uniform Static Air Pressure Test per PA 202 and Force Entry
Resistance Test on "Sectional Residential Garage Door", prepared by Hurricane
Engineering & Testing, Inc., Report No. HETI 01-969, dated 01/18/2001, 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.
oG�o2 /Zd15
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No. 15-0317.02
Expiration Date: August 9, 2016
Approval Date: June 11, 2015
E-1
DAB Door Comnanv. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS "Submitted under NOA # 14-0814.04"
1. Anchor verification calculations prepared by AI-Farooq Corporation, dated 09/22/2014 and
07/24/2014, signed and sealed by Javad Ahmad, P.E.
"Submitted under NOA # 09-0128.04"
2. Anchor verification calculations prepared by AI-Farooq Corporation, complying with F.B.0
2007, dated 12/19/2008, signed and sealed by Humayoun Farooq, P.E.
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 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 "Submitted under NOA # 14-0814.04"
1. Statement letter of code conformance to the 5" 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.
a6/a2r�tS
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No. 15-0317.02
Expiration Date: August 9, 2016
Approval Date: June 11, 2015
E -2
(DOOR HEIGHT CONSISTS OF
6'-6" 2 SECTIONS 18' I2 SECTIONS 21"1
6'-9" 1 SECTION 18" 3 SECTIONS 21"I
1 7' 4 SECTIONS 21"-
7'-3" - -
1 7'-6" 5 SECTIONS 18'1-
7'-9n 4 SECTIONS 18"11 SECTION 21"
1 8' 3 SECTIONS 18" 12 SECTIONS 21"
IF_ 8'-3" 2_SECTIONS 18" 3 SECTIONS_21"
I 8'-6" 1 SECTION 18" 4 SECTIONS 21"
8'-9_ 5 SECTIONS 21"l_
9' 6 SECTIONS Tel-
9'-3'
B"I-
9 -3 _ _ _ 5_SECTIONS 18" 11 SECTION 21'
9 C 4 SECTIONS 18" 12 SECTIONS 21"
9'-9" 3 SECTIONS 18"13 SECTIONS 21"
10' 2 SECTIONS 18-14 SECTIONS 21"
1 10'-3" 1 SECTION 18" 5 SECTIONS 21"
1 10'-6" 6 SECT ONS 21" -
1 10'-9" 6 SECTIONS 18"'1 SECTION 21"
1 11' 5 SECTIONS 18" 2 SECTIONS 21"
1 11'-3` 4 SECTIONS 18' 3 SECTIONS 21"l
1 V-6" 3 SECTIONS 18" 14 SECTIONS 21-1
1 11'-9" 2 SECTIONS 18" 15 SECTIONS 21"
12' 1 SECTIONS 18-16 SECTIONS 21"
12'-3" 7 SECTIONS 21" 1- 1
12'-6" 6 SECTIONS 18"12 SECTIONS 21"I
12'-9" 5 SECTIONS 18" 3 SECTIONS 21.1
13' 4 SECTIONS 18" 4 SECTIONS 21"1
1 13'-3" 3 SECTIONS 18" 5 SECTIONS 21"1
13'-6" 2 SECTIONS 18" 6 SECTIONS 21"1
1 13'-9" 1 SECTION 18" 7 SECTIONS 21"1
1 14' 8 SECTIONS 21" - 1
1 14'-3" 6 SECTIONS 18" 13 SECTIONS 21 "1
1 14'-6" 5 SECTIONS 18"14 SECTIONS 21"l
_14159" 3 SECTIONS 4 SECTIONS 18"I5 SECTIONS 21"1
6 SECTIONS 21"1
15'-3" _ 2 SECTIONS_18"_ 7 SECTIONS 21"
15'-6" 1 SECTION 18" 8 SECTIONS 21"
1 15'-9" 9 SECTIONS 21" -
1 16' 6 SECTIONS 18" 14 SECTIONS 21"
7-1/2" X 3" X .071" GALV. STEEL
END ROLLER HINGE
W/ (6) #14 X 5/8" SMS
WITHOUT DELRON SLEEVE (STD.)
WITH DELRON SLEEVE (OPTIONAL)
II 7-1/2" X 2-1/4" X .071"
GALV. STEEL CENTER HINGE
O W/ (4) #14 X 5/8" SMS
WITH DELRON SLEEVE (OPTIONAL)
LOCK
2/ DOOR
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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 OPTIONAL DOOR VIEWER
(6) #14 X 3/4" SELF DRILLING SCREWS TO BE INSTALLED AT
CENTERSTILE
1 CENTER STILE r�A �
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1 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 DOORS rf _ --
.158 DIA. GALV. AIRCRAFT TYPE
CABLE & NICO -PRESS SLEEVE-/
W/ MIN. 5 TO 1 SAFETY FACTOR I J I
I I
STEEL PLATE
WITH (2) #14 X 5/8" SMS
BRACKET BRACKET
STD. LIFT DOOR LOW HEADROOM
DOOR OPTION
CENTER STILE
OUTSIDE
HANDLE
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7-7/8" X 3-1/8" X .010"
STEEL PLATE
WITH (4) #14 X 3/4" SDS
-LOCK BAR GUIDES
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WITH (4) #14 X 5/8" SMS
.18T 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
i� LOPTIONAL VENT
(3) 5' WIDE AT 7" O.C. MAX.
OPENING AREA NOT TO EXCEED
120 SQ. IN.
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INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).
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II 7-1/2" X 2-1/4" X .071"
GALV. STEEL CENTER HINGE
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WITH DELRON SLEEVE (OPTIONAL)
LOCK
2/ DOOR
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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 OPTIONAL DOOR VIEWER
(6) #14 X 3/4" SELF DRILLING SCREWS TO BE INSTALLED AT
CENTERSTILE
1 CENTER STILE r�A �
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1 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 DOORS rf _ --
.158 DIA. GALV. AIRCRAFT TYPE
CABLE & NICO -PRESS SLEEVE-/
W/ MIN. 5 TO 1 SAFETY FACTOR I J I
I I
STEEL PLATE
WITH (2) #14 X 5/8" SMS
BRACKET BRACKET
STD. LIFT DOOR LOW HEADROOM
DOOR OPTION
CENTER STILE
OUTSIDE
HANDLE
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-LOCK BAR GUIDES
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WITH (4) #14 X 5/8" SMS
.18T 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
i� LOPTIONAL VENT
(3) 5' WIDE AT 7" O.C. MAX.
OPENING AREA NOT TO EXCEED
120 SQ. IN.
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1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
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INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).
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4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN
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5, A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY,
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OPTIONAL FLUSH FACE
[COLONIAL DESIGN WOOD GRAIN DESIGN
MAX. DOOR WIDTH
9,-4.,
INSIDE ELEVATION
RAISED PANEL EMBOSSED DOOR
#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
DAB DOORS INC.
Hurricane Master$) Model 824/811
Max. Size 9'-4" X 16'-0" High
With Window Lite Option
DESIGN PRESSURE RATING = + 50.0 PSF
— 60.0 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.
Eng,: JAVAD AHMAD
ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
CIVIL
DRESSING OR STUCCO.
FLA. PE # 70592
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,
A 0 015
DOOR 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.
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[-.024" STL. PANEL
I1`� OUTSIDE OF DOOR
STEEL TRACK BRACKET FASTENED SOLID BRASS DOOR VIEWER
TO WOOD JAMB WITH BY 'SCHLAGE SECURITY HARDWARE'
5/16" X 1-5/8" LAG SCREW INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE
(FULLY THREADED)
ONE PER BRACKET POSITIONED AT EYE LEVEL
FOR CONNECTION OF WOOD BUCK
TO MASONRY SEE NOTE ON SHEET 4
SOUTHERN PIN
I S.G 11II° a I ` EDG DIST.` _
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1 1/2" MIN. 1
I
1.9" X 2.19" X 3.3" X .102"
STEEL TRACK BRACKETS
SEE SHEET 3 FOR SPACING r
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OPTIONAL STOP MOULDING
BY DOOR INSTALLER
_ #14 X 5/8" SMS
6 PER HINGE 3/4" X X 2-1/2" X 18 GA. STEEL
END STILE, CONNECT TO PANELS WITH
1/2" X 1-3/4" X .059" FORMED STEEL FLAPS AND 3/16" ALUM RIVETS
-GLUED TO PANEL AND SECURED TO SEE DETAIL ABOVE
END STILE WITH 3/16" POP RIVETS ® 12" O.C.
1-7/8" X 2-5/8" X .045" STEEL
CENTER STILE, GLUED AND RIVETED
TO PANEL W/ (4) 3/16" RIVETS
POP RIVETS
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7/16" PUSHNUT
INSTALLED ON ROLLER SHAFT
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 HD.
SLOTTED M.S. & LOCK NUT
_ #14 X 5/8" S.M.S.
4/ HINGE
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7-1/2" X .071" GALV. STEEL
CENTER HINGE
SECTION B -B
INTERIOR SIDE
A
24 STEEL PANEL
1.
3/16 " ALUM RIVETS
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FLAPS BENT OVER PANEL
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ANCHORS AT TRACK BRACKET:
A) -1/9" DIA. POWER -BOLT BY 'POWERS'
2" MIN. EMBED INTO CONCRETE
1-7/8" MIN. EDGE DISTANCE
B) 3/87 WA. HLC SLEEVE BY 'HIy7y
1-1/4" MIN. EMBED INTO CONCRETE OR FILLED BLOCK
1-5/8" MIN. EDGE DISTANCE INTO CONCRETE
4" MIN. EDGE DISTANCE INTO FILLED BLOCK
_ EDGE CONCRETE 1'c = 3000 PSI MIN.
~DISTANCE C-90 GROUT FILLED BLOCK I'm = 2000 PSI MIN.
1_3 16
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ANCHOR TYPE A OR 8
(1) PER BRACKET
1 SEE SHEET 3 FOR BRACKET SPACING
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7-1/2" X 3" X .071"
END ROLLER HINGE
E.ngr: JAVAD AHMAD
1.82" DIA. X .50" STEEL ROLLERS (STD.) CIVIL
FLA. PE # 70592
1.82" DIA. X .50" NYLON ROLLERS (OPTIONAL) C.A.N. 35 8
2.75" DIA. X .50" STEEL ROLLERS (OPTIONAL)
2.75" DIA. X .SO" NYLON ROLLERS (OPTIONAL)
WITH 5" STEM
MAR 0 2015
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22�_ POP RIVETS 0
2-3/4" X 5-1/2" X 3" X .104"
GALV. STEEL
Q /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/
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 7
i
HORIZONTAL REINFORCEMENT
.090 THK. GALV. STEEL ADJUSTABLE
1/2" X 1-3/4" X .059" FORMED STEEL
SLIDE FASTENED TO BRACKET
GLUED TO PANEL AND FASTENED TO
5/16-18 X 3/4" HEX HEAD
\
. SCREWS & NUTS.
TOP ROLLER BRACKET FOR
XMW/
TOP BRACKET
- \
(STANDARD) - -
%I
TOP BRACKET
J
86
(OPTIONAL)
LOW HEADROOM DOOR
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 7
i
HORIZONTAL REINFORCEMENT
" SECTION HEIGHTS I
1/2" X 1-3/4" X .059" 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
83
LOW HEADROOM DOOR OPTION
HORIZONTAL REINFORCEMENT
86
1/2" X 1-3/4" X .059" FORMED STEEL
6'-0"
-GLUED TO PANEL AND FASTENED TO
2" 11-3/4"�
VERTICAL STILES WITH
34"
(2) 3/16" POP RIVETS
56"
—5/16" MEETING RIB
6'-6"
21" 18" 18" 21" N/A 1" TO
2"111-3/4"i
1.82" DIA. X .50" ROLLERS
34"
_
_ W/ .44 DIA. X 4-1/4" STEM
56
®
-0"
OPTIONAL INSULATIONS:
2" 11-3/4"'
BY 'DYPIAST PRODUCTS LIC'
34"
EPS -EXPANDED POLYSTYRENE
56"
DENSITY = 1.05 PCF
`7
7'-6"
N.O.A, #11-0926.07
2" 11-3/4"I
OR
34"
ISO -25 POLY-ISOCYANU RATE
56"
DENSITY = 2.0 PCF
I8'-0"
----N.O.A. #11-0926.06
2"i11-3/4"
- OR
34"
-- -- BY 'CELLOFOAM NORTH AMERICA'
56"
- DENSITY = 1.03 PCF
*-SECTIONS ARE NUMBERED STARTING
- - N.O.A. #10-1129.04
_
OR
DY 'INSULFOAM LLC'
FOR
DENSITY - 0.92 PCF
USE ADDITIONAL TRACK BRACKETS AT
N.O.A. #14-0311.08
O.C.
14 GA. GALV. STEEL
ROLLER HINGES FASTENED
W/ (4) #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
— —� w/ (a) #ta x s/e" SMS
BOTTOM SEAL OPTIONS
SEE SHEET 4
SECTION A—A
HORIZ. TRACK SUPPORT,
CENTER SUPPORT READ. ON DOORS
EXREEDING 8 FT. IN HEIGHT
II A
• �� A r -�
HORIZ. TRACK LENGTH = OPENING HEIGHT PLUS 12"
14 GA. GALV. STEEL TRACK
ti
z
Z K
w o
m
m
m
m
a
m
m
f
TRACK CONFIGURATION
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
J]
VERTICAL TRACK
2-1/8" X 1" X
SECTION A—A
DOOR
" SECTION HEIGHTS I
BRACKET PLACEMENTS
HEIGHT
IST12ND13RD14TH15THI B1
82 1
83
1 84
B5
86
B7 I B8
6'-0"
18"118" 18" 18" N/A'1" TO
2" 11-3/4"�
23"
34"
45"
56"
67"
6'-6"
21" 18" 18" 21" N/A 1" TO
2"111-3/4"i
23"
34"
45"
56
1 67" -
-0"
21" 21" 21" 21" N/A 1" TO
2" 11-3/4"'
23"
34"
45"
56"
67" -
`7
7'-6"
18" 18" 18" 18" 18" 1" TO
2" 11-3/4"I
23"
34"
45"
56"
67 78-1/4"
I8'-0"
21" 18"I18" 18"121"11" TO
2"i11-3/4"
23"
34"
45"
56"
67" 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"
EL TRACK BRACKETS
3/16" HIGH
VNECTED TO TRACK WITH
1/4" BOLTS & NUTS.
VERTICAL LIFT HIGH -LIE[ STANDARD LIFT
AVAILABLE TRACK OPTIONS
Engr: J.VAD AHMAD
LOW HEADROOM
DOUBLE TRACK
CIVIL PROW"REV14sw
FLA. PE # 70592WAitdke��r
C.A.N. 3 38
wM
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i015 Bea
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(ay ftU
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drawing no.
01-09
(sheet 3 of 5 1
3D
N.
/ G
t DIST
SI.
Z' \1-1/2" MIN. ,
o 'EDGE DIST.
O�j N N O
m
28Y \\ ' \/ 1/4" DIA. LAG SCREWS 2BY \ - f \ 1/4" DIA. LAG SCREWS
i I � AT 6" FROM ENDS �-AT 6" FROM ENDS
WOOD B�K _ W000 BUCK ��\
AND 19" O.C. MAX. - /. j m i -�\ AND 19" O.C. MAX.
I
I
1
OPTION 'A' OPTION 'B'
WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG=0.55 MIN.)
THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT
TO WOOD STRUCTURES. IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN
WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE.
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
16" O.C. INTO GROUT FILLED BLOCK WALL, WITH 2-1/4" MIN. EMBED
16" 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
14" O.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/2" MIN. EMBED
16" O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED
3" MIN. EDGE DISTANCE
#8 X 1" _
SELF DRILLING SCREWS V
OR
3/16" 'RIVEX' STEEL RIVETS�I
MULTIGRIP W/ DOME HEAD
AT 48" O.C.
REINFORCEMENT
1/2" X 1-3/4" X .058" _'�
FORMED STEEL O
W'STRIP ADAPTER
ALUMINUM
RUBBER W'STRIPPING�
5/16" X 1-5/8" STEEL STRUCTURE BY OTHERS
LAG SCREWSMUST SUPPORT THE LOADS IMPOSED
AT 12" O.C. BY DOOR SYSTEM
050 b
224 .534
F_ 1.750 AIf
W'STRIP ADAPTER
STEEL
040 b
700
.348
1.790 —�1T
BOTTOM SEAL OPTIONS
W'STRIPPING
_ ANCHOR SPACING
f3/8-
_ANCHORS I STRUCTURE EMBED
" HLC SLEEVE BY 'HILTI' I CONC. 1-1/4"
HLC SLEEVE BY 'HILTI' TILLED BLOCK 1-1/4"
3/8" DYNABOLT BY 'ITW' CONC. 1-1/2"
3/8" DYNABOLT BY 'ITW' FILLED BLOCK 1-1/2"
3/8" POWER -BOLT BY 'POWERS'I CONC. 2"
X3/8" SLEEVE -ALL BY 'SIMPSONS'I CONC. 1-1/2"
CONCRETE 1'c = 3000 PSI MIN.
5/16" DIA. BOLTS C-90 GROUT FILLED BLOCK f'm = 2000 PSI MIN.
WITH WASHER & NUT
\° AT 12" O.C. MAX.
_1-1/4" X 2-1/2" X 14 GA
Ll 1/2" 1-1/2" I`— CONT. STEEL ANGLE
3/8" CONFLEX BY 'ELCO' OR
3/8" LOT BY 'ITW' WITH SPACING OF
24" O.C. INTO 3000 PSI CONCRETE, WITH 2-1/2" MIN. EMBED
2" MIN. EDGE DISTANCE CONTINUOUS ANGLE TRACK
3/8" HLC SLEEVE BY 'HILTI' WITH SPACING OF TO WOOn RUrV,
8" O.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/4" MIN. EMBED, 4" MIN. EDGE 01ST
18" 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 = (9.33' X 50 PSF)/2 = 233.3 Lbs per Ft.
MAXIMUM INTERIOR(-) LOAD PER JAMB = (9.33' X 60 PSF)/2 = 279.9 Lbs per Ft.
EDGE DIST.
\> V�/
j —
12 GA. GALV. STEEL
1/16" X 2-1/2' FLAT BRACKETS f3" LONG 2-1/8" X 1" X 14 GA.
FILLET WELDS AT 12" O.C. IN DOOR OPNC. RAK
FAS ENED TO STEEL TTRA K PLATES
AT 12" O.C. MAX. AT 18" O.C. ABOVE DOOR OPNG. W/ (2) 1/4-20X5/8" TRUSS HD.
CONNECTED TO CONT. ANGLE SLOTTED M.S. & LOCK NUT
W/ (3) SPOT WELDS AT EACH SIDE
REVERSE TRACK t ONTIN000S ANGLE TRACK
TO STEEL TO CONCRETE AND FILLED BLOCK
ALTERNATE TRACK INSTALLATION
SPACING EDGE DIST.I
REINFORCEMENT
1-5/8.. --
1/2" X 1-3/4" X .058"
4"
FORMED STEEL
- --���
#8 X 1"
2-1/4..
SELF DRILLING SCREWS
_7/8..
OR
1-7/8..
3/16" 'RIVEX' STEEL RIVETS
n �
MULTIGRIP W/ DOME HEAD
AT 48" O.C.
a
m
O
W W O
W'STRIP ADAPTER
STEEL
040 b
700
.348
1.790 —�1T
BOTTOM SEAL OPTIONS
W'STRIPPING
_ ANCHOR SPACING
f3/8-
_ANCHORS I STRUCTURE EMBED
" HLC SLEEVE BY 'HILTI' I CONC. 1-1/4"
HLC SLEEVE BY 'HILTI' TILLED BLOCK 1-1/4"
3/8" DYNABOLT BY 'ITW' CONC. 1-1/2"
3/8" DYNABOLT BY 'ITW' FILLED BLOCK 1-1/2"
3/8" POWER -BOLT BY 'POWERS'I CONC. 2"
X3/8" SLEEVE -ALL BY 'SIMPSONS'I CONC. 1-1/2"
CONCRETE 1'c = 3000 PSI MIN.
5/16" DIA. BOLTS C-90 GROUT FILLED BLOCK f'm = 2000 PSI MIN.
WITH WASHER & NUT
\° AT 12" O.C. MAX.
_1-1/4" X 2-1/2" X 14 GA
Ll 1/2" 1-1/2" I`— CONT. STEEL ANGLE
3/8" CONFLEX BY 'ELCO' OR
3/8" LOT BY 'ITW' WITH SPACING OF
24" O.C. INTO 3000 PSI CONCRETE, WITH 2-1/2" MIN. EMBED
2" MIN. EDGE DISTANCE CONTINUOUS ANGLE TRACK
3/8" HLC SLEEVE BY 'HILTI' WITH SPACING OF TO WOOn RUrV,
8" O.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/4" MIN. EMBED, 4" MIN. EDGE 01ST
18" 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 = (9.33' X 50 PSF)/2 = 233.3 Lbs per Ft.
MAXIMUM INTERIOR(-) LOAD PER JAMB = (9.33' X 60 PSF)/2 = 279.9 Lbs per Ft.
EDGE DIST.
\> V�/
j —
12 GA. GALV. STEEL
1/16" X 2-1/2' FLAT BRACKETS f3" LONG 2-1/8" X 1" X 14 GA.
FILLET WELDS AT 12" O.C. IN DOOR OPNC. RAK
FAS ENED TO STEEL TTRA K PLATES
AT 12" O.C. MAX. AT 18" O.C. ABOVE DOOR OPNG. W/ (2) 1/4-20X5/8" TRUSS HD.
CONNECTED TO CONT. ANGLE SLOTTED M.S. & LOCK NUT
W/ (3) SPOT WELDS AT EACH SIDE
REVERSE TRACK t ONTIN000S ANGLE TRACK
TO STEEL TO CONCRETE AND FILLED BLOCK
ALTERNATE TRACK INSTALLATION
SPACING EDGE DIST.I
81.
1-5/8.. --
8"
4"
8"2"
B„
2-1/4..
8" -_
_7/8..
8"
1-7/8..
Engr. JAVAD AHMAD
CIVIL
FLA. PE )( 70592
C A.N. 3538
w ` , D15
PRODWf iEVMD
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(sheet 4 of 5 1
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01-09J
(sheet 4 of 5 1
2
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3
DOOR PANEL
24 GA. (.024) STEEL MIN.
-7/16" DIA. WASHER
#8 X 3/4" SMS
® 3/8" FROM ENDS
AND 7" O.C. MAX.
!� V\\(4) #8 X 3/4" SMS
® 1-3/8" FROM ENDS
! ! I \ AND 6-1/2" O.C. MAX.
I I
LIC
I!
,175 X .062 DEEP
I!II GROOVE
(III
.III
Ili
'III 1/4" POLYCARBONATE LEXAN
BY 'SABIC INNOVATIVE PLASTICS'
!III �NOA #13-0717.01
I I�
� I;I
a O
O
IIII
III
IIII
III
I I
IIII
In
IIII
III
I .175 X .062 DEEP
GROOVE
IIII I (4) #8 X 3/4" SMS
® 1-3/8" FROM ENDS
III 11 AND 6-1/2" O.C. MAX.
C)
I III I I
r I I
In_� #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
��I I
v
i�
u)i (
IL
r
E�
I
-.500 �{
1.765
1.144
1
.176 k
* EXTERIOR FRAME
RIGID PVC ONE PIECE INJECTION
250 m
m
0
I
0
z t-
o
;
pz 0ic2
W N
1.725 O N
N
O
w m
a�
�aI
E:800 a 0 ul m
0 > 0
* INTERIOR FRAME m 00 o
to
RIGID PVC ONE PIECE INJECTION I Q w 3 6
IL Z N - m
In
(7 m
QW1I
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 .175 X .062 DEEP
AND 4-1/2" O.C. MAX. GROOVE
--. _ -----_ --- 1
�F - - - - - - - - - - -
� v
DOOR PANEL " EXTERIOR
24 GA (.024) STEEL MIN.
15/16" MIN. _ _ D.L. OPG.
GLAZING BITE
WINDOW WIDTH
Engr: JAVAD AHMAD
CIVIL
FLA. PE # 70 92
C A.N. 3538
M141
y
RROMCT REVL9FD
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O z
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21 3/4"
MAX.
0
WDW. WIDTH
w
a
18 1/8"
_
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MAX.
L -0.
O
1
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-.500 �{
1.765
1.144
1
.176 k
* EXTERIOR FRAME
RIGID PVC ONE PIECE INJECTION
250 m
m
0
I
0
z t-
o
;
pz 0ic2
W N
1.725 O N
N
O
w m
a�
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E:800 a 0 ul m
0 > 0
* INTERIOR FRAME m 00 o
to
RIGID PVC ONE PIECE INJECTION I Q w 3 6
IL Z N - m
In
(7 m
QW1I
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 .175 X .062 DEEP
AND 4-1/2" O.C. MAX. GROOVE
--. _ -----_ --- 1
�F - - - - - - - - - - -
� v
DOOR PANEL " EXTERIOR
24 GA (.024) STEEL MIN.
15/16" MIN. _ _ D.L. OPG.
GLAZING BITE
WINDOW WIDTH
Engr: JAVAD AHMAD
CIVIL
FLA. PE # 70 92
C A.N. 3538
M141
y
RROMCT REVL9FD
r cu*ybW wBh the Plaeide
"Idii s Co&
Aompamm �w5 /7o&
KISMt DI PK410 Coenoi
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s
drawing no
01-09
(sheet 5 of 5 )