HomeMy WebLinkAbout16' - 824 +36-44SCOPE:
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 16'-2" Wide with
Window Lite Option (DP +36.0,44.0 PSF)
APPROVAL DOCUMENT: Drawing No. 02-21, titled "24 GA. Roll Formed Steel Sectional Garage
Door", dated 09/10/2002, with last revision K dated 03/09/2015, sheets 1 through 5 of 5, 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/series
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 # 14-0814.10 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. 15-0304.01
Expiration Date: July 21, 2020
1S Approval Date: April 23, 2015
04'1b/v Page 1
MIAMI•M
MIAMI-DADE COUNTY
0 tl
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/economv
DAB Door Company, Inc.
12195 NW 981h 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 16'-2" Wide with
Window Lite Option (DP +36.0,44.0 PSF)
APPROVAL DOCUMENT: Drawing No. 02-21, titled "24 GA. Roll Formed Steel Sectional Garage
Door", dated 09/10/2002, with last revision K dated 03/09/2015, sheets 1 through 5 of 5, 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/series
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 # 14-0814.10 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. 15-0304.01
Expiration Date: July 21, 2020
1S Approval Date: April 23, 2015
04'1b/v Page 1
DAB Door Comnanv. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 02-21, titled 1124 GA. Roll Formed Steel Sectional Garage Door", dated
09/10/2002, with last revision J dated 11/07/2014, sheets 1 through 5 of 5, prepared by Al-
Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
B. TESTS "Submitted under NOA # 11-0414.12"
1. Test Report on Uniform Static Air Pressure Test, Loading and Forced Entry Test per FBC,
TAS 202-94, of "DAB 824 Sectional Residential Garage Door" prepared by Hurricane
Engineering & Testing Inc., Report No. HETI-07-4200, dated 05/02/2007, signed and sealed
by Candido F. Font, P.E.
2. Test Report on Large Missile Impact Test per FBC, TAS 201-94 and Cyclic Wind Pressure
Test per FBC, TAS 203-94, of "DAB 824 Sectional Residential Garage Door", prepared by
Hurricane Engineering & Testing Inc., Report No. HETI-11-3204, dated 01/20/2011, signed
and sealed by Candido F. Font, P.E.
3. Test Report on Tensile Test per ASTM E8-08 of "Sectional Residential Door (skin)",
prepared by Hurricane Engineering & Testing Inc, Report No. HETI-11-T100, dated
01/21/2011, signed and sealed by Candido F. Font, P.E.
"Submitted under NOA # 05-0228.02"
4. Test Report on Large Missile Impact Test and Cyclic Wind Pressure Test, of "Sectional
Residential Door with Windows", prepared by Hurricane Engineering & Testing Inc., Report
No. HETI 03-1328, dated 07/15/2003, signed and sealed by Rafael E. Droz-Seda, P.E.
5. Test Report on Uniform Static Air Pressure Test, of "Sectional Residential Door" prepared by
Hurricane Engineering & Testing Inc., Report No. HETI 03-1329, dated 07/15/2003, signed
and sealed by Rafael E. Droz-Seda, P.E.
6. Test Report on Tensile Test per ASTM E-8 of "Sectional Residential Door (skin)", prepared
by Hurricane Engineering & Testing Inc, Report No. HETI 03-T078, dated 10/31/2003,
signed and sealed by Rafael E. Droz-Seda, P.E.
"Submitted under NOA # 03-0210.04"
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 # 14-0814.10"
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.
464,941V)5,
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No. 15-0304.01
Expiration Date: July 21, 2020
Approval Date: April 23, 2015
E-1
DAB Door Comuanv. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS (Cont.)
"Submitter! under NOA # 11-0414.12"
2. Anchor verification calculations prepared by Al-Farooq Corporation, complying with F.B.0
2007, dated 04/07/2011, signed and sealed by Javad Ahmad, P.E.
3. 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 # 09-0128.02"
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 Are Light Apparatus Test per
ASTM G155 of "PVC Extrusion Material', prepared by Hurricane Engineering &
Testing, Inc., Report No. HETI 04-A002, dated 09/27/2004, signed and sealed by Rafael E.
Droz-Seda, P.E.
7. Test Reports on Tensile Test per ASTM D638 of "PVC Extrusion Material', prepared by
Hurricane Engineering & Testing Inc., Report No. HETI 04-T251, dated 11/29/2004 signed
and sealed by 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 # 14-0814.10"
1. Statement letter of code conformance to the 5" edition (2014) FBC and no financial interest
issued by Al-Farooq Corporation, dated 05/13/2014, signed and sealed by Javad Ahmad, P.E.
pq Ib�IS
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No. 15-0304.01
Expiration Date: July 21, 2020
Approval Date: April 23, 2015
E -2
p 7-1/2" X 2-1/4" X 18 GA. -- PUSH NUT TOP FIXTURE 5-1/2" X 2-3/4" X 0.1"
GALV. STEEL CENTER HINGE STEEL PLATE WITH ONE 5/16-18 MS W/ NUT OPTIONAL DOOR VIEWER
O W/ (4) #14 X 5/8" SMS i� f �1 -FASTENED TO END STILE WITH TO BE INSTALLED AT
WITHOUT DELRON SLEEVE (STD.) i 00
�I (6) #14 X 3/4" SELF DRILLING SCREWS ANY CENTER STILE
p n 7-1/2" X 3" X .071" GALV. STEEL I - I SEE SHEET 3 FOR TOP BRACKET OPTIONS
END ROLLER HINGE II _ 00 I I CENTER STILES
W/ (6) #14 X 5/8" SMS= i SEE SCH. 'A' r y A
O WITHOUT DELRON SLEEVE (STD.) i
WITH DELRON SLEEVE (OPTIONAL) 0-
O 7-1/2" X 2-1/4" X .071" _LOCK �\
GALV. STEEL CENTER HINGE
O W/ (4) #14 X 5/8" SMS _ 2/ DOOR
WITH DELRON SLEEVE (OPTJONAL) �.\
rSTANC
i 1"W X .15 THK. LATCH "CENTER HINGIF ARD LOCKG LOADED SLIDE BOLT (BOTH SIDES
FASTENED W/ (4) #14 X 1/2" S.M.S.
5/8" MIN. LOCK ENGAGEMENT __-__- ./_-_i'-Ci'
CONFORMS TO SECTION 1008 REGARDING - -_ m
- — ----- _- _GARAGE DOORS .158 DIA. GALV. AIRCRAFT TYPE. 0 rl
CABLE & NICO -PRESS SLEEVE-,/' �/ �B _. -- _-- -- ��� ` B
W/ MIN. 5 TO 1 SAFETY FACTOR i`�
2-3/4"W X 5-5/8"H X .090" THK.I
STEEL PLATE, 1-3/8" DEEP
WITH (3) #14 X 3/4' __-«] -
SELF DRILLING SCREWS �� � ° 'J `7 '7 �r `' `7 MTBRACKET BRACKETSTD. LIFE DOOR LOW HEADROOMDOOR OPTIONrorAL # of ..
DOOR'U' BARS AT 0�-�-�------ - ..
HEIGHT CONSISTS OF EACH DOOR 7-7/8" X 3-1/8" X .010" OPTIONAL VENTS
6'-6" 2 SECTIONS 18'12 SECTIONS 21° STEEL PLATE- OPTIONAL FLUSH FACE
(3) 5" WIDE AT 7' O.C. MAX.
6'-9" 1 SECTION 18" I3 SECTIONS 21"I WITH (4) #14 X 3/4' SDS OPNG AREA NOT TO EXCEED 120 SO. IN. WOOD GRAIN DESIGN L A
_ _--___._..
1 T 1 4 SECTIONS 21" - _____ _- MAX. DOOR WIDTH
16'-7"
7'-3"
-
-
-INSTALLED ON END STILE
7'-6"
5 SECTIONS 18°
-
.18T X .6W LOCK BAR
7'-9"
4 SECTIONS 18"
1 SECTION 21" 1
ON EACH SIDE OF DOOR
8'
3 SECTIONS 18"
2 SECTIONS 21"
-
8'-3`
2 SECTIONS 18"13
SECTIONS 21"
ISI
8'-6"
1 SECTION 18"
14 SECTIONS 21"
8'-9"
5 SECTIONS 21° -
JI
9'
6 SECTIONS 18" -
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"
rc
10'-3"
1 SECTION 18" 5 SECTIONS 21"
o
lo'-6'6
SECTIONS 21-1-
10'-9"
6 SECTIONS 18°
1 SECTION 21" 1
a
11'
5 SECTIONS 18"
2 SECTIONS 21"1
11'-3"
4 SECTIONS 18°
3 SECTIONS 21"I
m
11'-6"
3 SECTIONS 18° 4 SECTIONS 21"
-
1 11'-9"
2 SECTIONS 18° 5 SECTIONS 21"1
1 12'
1 SECTIONS 18" 6 SECTIONS 21"1
1 12'-3'
7 SECTIONS 21` - I
1 12'-6"
6 SECTIONS 18° 2 SECTIONS 21"1
1 12'-9"
5 SECTIONS 18" 3 SECTIONS 21'1
13'
4 SECTIONS 18" 4 SECTIONS 21"
13'-3"
3 SECTIONS 18°
15 SECTIONS 21°
1 13'-6"
2 SECTIONS 18-16
SECTIONS 21-
1 13'-9"
1 SECTION 18"
17 SECTIONS 21"
1 14'
8 SECTIONS 2° 1
-
14'-3"
6 SECTIONS 18"
3 SECTIONS 21"
14'-6"
5 SECTIONS 18°
4 SECTIONS 21"
14'-9"
4 SECTIONS 18°_
5 SECTIONS 21"
15'
3 SECTIONS 18"I6 SECTIONS 21"
1 15'-3"
2 SECTIONS 18-17 SECTIONS 21"
15'-6"
1 SECTION 18" 8 SECTIONS 21"1
15'-9"
9 SECTIONS 21"1- 1
1 16'
6 SECTIONS 18"14 SECTIONS 21"1
CENTER STILE
7G16UA21
END STILE
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
SCHEDULE 'A'
LOCK BAR GUIDES
CENTER STILES
-INSTALLED ON END STILE
°
WITH (4) #14 X 5/8" SMS
4
.18T X .6W LOCK BAR
110'-0° TO 11'-10"
- ENGAGES IN TRACK
112'-0° TO 13'-10"
ON EACH SIDE OF DOOR
OUTSIDE KEYED
CENTER STILES
LOCK
OPTIONAL
-
LOCK BAR LOCKING SHOWN
III III
ALTERNATE TO
ISI
SPRING LOADED SLIDE BOLT I
LOCKS SHOWN ABOVE
8'-0" TO 9'-10"
DOOR WIDTHS
JI
10'-0" TO 11'-10"
DOOR WIDTHS
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
SCHEDULE 'A'
CENTER STILES
CONFIGURATION
DOOR WIDTHS
# OF CENTER STILES
8'-0" TO 9'-10"
2
110'-0° TO 11'-10"
2
112'-0° TO 13'-10"
_
3
114'-0" TO 15'-10"
4
115'-11" TO 16'-2"
---5
PIM
11 .F--- N
14'-0" TO 15'-10"
DOOR WIDTHS
DAB DOORS INC.
Hurricane Mastery Model 824/811
Max. Size 16'-2" X 16'-0" High
With Window Lite Option
DESIGN PRESSURE RATING = + 36.0 PSF
- 44.0 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.
DOOUILR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA
BDING CODE, TAS -202, TAS -201 & TAS -203 FOR HVHZ AND
ASTM E1886-05/ASTM E1996-09.
Engr. JAVAD AHMAD
CML PAODUCf RENEWED
FLA. PE # 38r �'bw V*IA do i�eelda
GA.N. �j 70592
12'-0" TO 13'-1 1
0" ___ �,I 15'-11" TO 16'-2" _
DOOR WIDTHS DOOR WIDTHS
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drawing no.
02-21
(sheet 1 of 5 )
A
n .055" X 2-1/4" X 3/4" X 2"
—�— - GALV. STEEL 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
W/ FOUR #14 X 3/4" SELF DRILLING S.
m
I
O 00
J
1ST SECTION (BOTTOM)
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 =a^
0.55 S.K
1-3/16"
INTERMEDIATE SECTION TOP SECTION
OPTIONAL STOP MOULDING
BY DOOR INSTALLER
_ # 14 X 5/8" SMS
6 PER HINGE
1/2" X 1-3/4" X .058" FORMED STEEL
-GLUED TO PANEL AND SECURED TO
END STILE WITH (4) 3/16" POP RIVETS
1-7/8" X 2-5/8" X .049" STEEL
CENTER STILE, GLUED AND RIVETED
TO PANEL W/ (4) 3/16" RIVETS
IN. # 14 X 5/8" S.M.S.
I 4/ HINGE
1.9" X 2.19" X 3.3" X .090"
STEEL TRACK BRACKETS -�-
SEE SHEET 3 FOR SPACING
STEEL TRACK hr
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 NO.
SLOTTED M.S. & LOCK NUT
24 GA. STEEL PANEL -
FLAPS BENT OVER PANEL e
o
I
1/2" PUNCHED HOLES 111
O 4" D.C. j
0. I
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I
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3/16" POP RIVETSI / i,e o
AT 4" O.C.
(6) FOR 21" STILES
(5) FOR 18" STILES
END STILE
024" STL. PANEL
OF DOOR
SOLID BRASS DOOR VIEWER
BY 'SCHLAGE SECURITY HARDWARE'
3/4" X 2" X 2-1/2" X .049" STEL INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE
_END STILE, CONNECT TO PANELS WITH
FLAPS AND (5) OR (6) 3/16" ALUM RIVETS POSITIONED AT EYE LEVEL
SEE DETAIL ABOVE
ANCHORS AT TRACK BRACKET:
/8' DIA. POWFR-BOLT BY 'POWER$:
EDGE A) 2" MIN. EMBED INTO CONCRETE (3000 PSI MIN.)
DISTANCE 2" MIN. EDGE DISTANCE
POP RIVETS \\ �1_ 3/161p- 3/8" DI HLC SLEEVE BY 'HILTI'
B) 1-1/4" MIN. EMBED INTO CONCRETE OR FILLED BLOCK
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CONCRETE f'c = 3000 PSI MIN.
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C-90 GROUT FILLED BLOCK I'm = 2000 PSI MIN.
ANCHOR TYPE A OR B
1 PER BRACKET
SEE SHEET 3 FOR BRACKET SPACING
r
Engr: JAVAD AHMAD
CM
FLA. PE 70592
1!
I 4 CA.N.b38
7-1/2" X .050"� INTERIOR SIDE
GALV. STEEL
CENTER HINGE
-7/8" PUSHNUT
INSTALLED ON ROLLER SHAFT
SECTION B -B
7-1/2" X .071"] 1/4-20 SS BOLT
END ROLLER HINGE & NUT
1.82" DIA. X .50" STEEL ROLLERS (STD )
1.82" DIA. X .50" NYLON ROLLERS (OPTIONAL)
2.75' DIA. X .50" STEEL ROLLERS (OPTIONAL)—
2.75' DIA. X .50" NYLON ROLLERS (OPTIONAL)
WITH 5" STEM
7015
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PRODUCT RENEWED o
• OOOpI�^,krq r'{i111f1! ibbS mo I x
BWWinf CD&AcoWsme No a
O N L
MRC' f drawing no.
02-2
(sheet 2 of 5 I
J
a
a
POP RIVETS 5/16" X 1-5/8" LAG SCREWS INTO WOOD OR
22-3/4" X 5-1/2" X 3" X .104" * 5/16" SLEEVE ANCHORS
GALV. STEEL WITH 1-1/4" EMBED INTO MASONRY
TOP ROLLER BRACKET ON EACH SIDE 3 PER BRACKET
F-r%—u / /FASTENED W/ (6) # 14 X 5/8" S.M.S. - -
14 GA. GALV. STEEL ADJUSTABLE
SLIDE FASTENED TO BRACKET
M. SCREWSI& NUTR4" HEX HEAD -
TOP BRACKET -I-
�(STANDARD) TOP BRACKET
(OPTIONAL) -
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
JI HORIZONTAL REINFORCEMENT \
1/2" X 1-3/4" X .058" FORMED STEEL
GLUED TO PANEL AND FASTENED TO
VERTICAL STILES WITH 2" X 5-1/2" X .104"
(2) 3/16" POP RIVETS GALV. STEEL
FASTENED W/ (4) # 14 X 5/8" S.M.S.
TOP ROLLER BRACKET FOR
LOW HEADROOM DOOR OPTION
HORIZONTAL REINFORCEMENT
1/2" X 1-3/4" X .058" FORMED STEEL
/ GLUED TO PANEL AND FASTENED TO
VERTICAL STILES WITH
j (2) 3/16" POP RIVETS
/ X5/16" MEETING RIB
PLASTIC/STEEL ROLLERS
O 1.82° DIA. X .50"
_W/ .44 DIA. X 4-1/4" STEM
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 'INSUI FOAM I I C'
DENSITY = 0.92 PCF
N.O.A. #14-0311.08
4 GA. GALV. STEEL
'.OLLER HINGES FASTENED
I/ (6) # 14 X 5/8" SMS
VIN. .024" ROLL FORMED STEEL PANEL
IRAWING QUALITY G-40
� IN. YIELD STRENGTH = 39 KSI
NTH PRIMER AND BAKED -ON
'OLYSTER PAINTED TOP COAT
4PPLIED TO BOTH SIDES OF STEEL
12 GA. GALV. STEEL
BOTTOM BRACKET FASTENED
��\\ / W/ (4) # 14 x 5/8" SMS
DDG)
I BOTTOM SEAL OPTIONS
SEE SHEET 5
,,P -('.TION A -A
SEE SHEET 2 FOR LOCATION
OF REINFORCING TRUSSES
m
m
m
m
m m
TRACK CONFIGURATION
HORIZ. TRACK LENGTH = OPENING HEIGHT PLUS 12"
I14 GA. GALV. STEEL TRACK
1-1/2" X 1/2" X 1/8" HORIZ. ANGLE
FOR DOOR HEIGHTS UPTO 8 FT.
WITHOUT INSULATION OR WINDOWS,
2" X 2" X 1/8" HORIZ. ANGLE
FOR DOOR HEIGHTS ABOVE 8 FT. OR
DOORS WITH INSULATION OR WINDOWS
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_
2-1/8" X 1" X .080'
SECTION A—A
DOOR I * SECTION HEIGHTS I BRACKET PLACEMENTS
HEIGHTIISTI2ND 3RD 4TH 5THI 81 82 B3 84 I 85 B6 B7 1 B8
6'-0" 18" 18" 18" 18" N/A 1" TO 2"1111-3/4"1 23" 34" 45" 56" 67"
6'-6" 21" 18" 18" 21" N/A 1" TO 2"111-3/4"1 23" 34" 45" 56" 67" -
7'-0" 21" 21" 21" 21"N/A 1" TO 2" 11-3/4"1 23" 34" 45" 56"
7'_6., 18" 18" 78" 18" 18" 1" TO 2" 11-3/4"1 23" 34" 45" 56" 67" 78-1/4"
18'-O" 21" 18" 18"I18" 21" 1" TO 2"111-3/4"1 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.
X 2.19" X 3.3" X .090" j
-EL TRACK BRACKETS j
3/16" HIGH j
NNECTED TO TRACK WITH
1/4" BOLTS & NUTS. j
J
i
j
1 _
VERTICAL LIFT
HIGH LIFT STANDARD LIFT LOW HEADROOM
DOUBLE TRACK
AVAILABLE TRACK OPTIONS
Engr. JAVAD AHMAD
CIVIL PROrAJM RENEWED
FLA. PE # 70592 a OOOQIytin/ Mill {M' PIunda
C.A.N. 38 &mw4ca p
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drawing no.l
1 02-21 I
sheet 3 of 5 )
HORIZ. TRACK SUPPORT,
CENTER SUPPORT REDD. ON DOORS
EXREEDING 8 FT. IN HEIGHT
A
HORIZ. TRACK LENGTH = OPENING HEIGHT PLUS 12"
I14 GA. GALV. STEEL TRACK
1-1/2" X 1/2" X 1/8" HORIZ. ANGLE
FOR DOOR HEIGHTS UPTO 8 FT.
WITHOUT INSULATION OR WINDOWS,
2" X 2" X 1/8" HORIZ. ANGLE
FOR DOOR HEIGHTS ABOVE 8 FT. OR
DOORS WITH INSULATION OR WINDOWS
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_
2-1/8" X 1" X .080'
SECTION A—A
DOOR I * SECTION HEIGHTS I BRACKET PLACEMENTS
HEIGHTIISTI2ND 3RD 4TH 5THI 81 82 B3 84 I 85 B6 B7 1 B8
6'-0" 18" 18" 18" 18" N/A 1" TO 2"1111-3/4"1 23" 34" 45" 56" 67"
6'-6" 21" 18" 18" 21" N/A 1" TO 2"111-3/4"1 23" 34" 45" 56" 67" -
7'-0" 21" 21" 21" 21"N/A 1" TO 2" 11-3/4"1 23" 34" 45" 56"
7'_6., 18" 18" 78" 18" 18" 1" TO 2" 11-3/4"1 23" 34" 45" 56" 67" 78-1/4"
18'-O" 21" 18" 18"I18" 21" 1" TO 2"111-3/4"1 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.
X 2.19" X 3.3" X .090" j
-EL TRACK BRACKETS j
3/16" HIGH j
NNECTED TO TRACK WITH
1/4" BOLTS & NUTS. j
J
i
j
1 _
VERTICAL LIFT
HIGH LIFT STANDARD LIFT LOW HEADROOM
DOUBLE TRACK
AVAILABLE TRACK OPTIONS
Engr. JAVAD AHMAD
CIVIL PROrAJM RENEWED
FLA. PE # 70592 a OOOQIytin/ Mill {M' PIunda
C.A.N. 38 &mw4ca p
Aeeept.me No S-0 0 •ol
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drawing no.l
1 02-21 I
sheet 3 of 5 )
'� z I}�1-1/2" MIN.
omO GD\T.
�m
� w
I � �
28Y
WOOD BUC j
" I �
1/4" DIA. LAG SCREWS 28Y
AT 6" FROM ENDS WOOD
AND 15" O.C. MAX.
[ ct
OPTION 'A' OPTION 'B'
1/4" DIA. LAG SCREWS
AT 6" FROM ENDS
AND 15" O.0 MAX.
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
12" O.C. INTO GROUT FILLED BLOCK WALL, WITH 2-1/4" MIN. EMBED
13" 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
11" O.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/2" MIN. EMBED
13" O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED
3" MIN. EDGE DISTANCE
3/8" CONFLEX BY 'ELCO' OR
3/8" LOT BY 'ITW' WITH SPACING OF
23" 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
10" O.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/4" MIN. EMBED, 4
15" O.C. INTO 3000 PSI CONCRETE, WITH 1-1/4" MIN. EMBED AND
2-1/2" MIN. EDGE DISTANCE
PREPARATION OF JAMBS BY OTHER$
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.
#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 .058"_N'
FORMED STEEL eO
I
W'STRIP ADAPTER
ALUMINUM
RUBBER W'STRIPPING–/—
STEEL STRUCTURE BY OTHERS
5/16" X 1-5/8"MUST SUPPORT THE LOADS IMPOSED
LAG SCREWS /',70R DOOR SYSTEM
AT 12" O.C. \
I
I
I
1-1/2
CONTINUOUS ANGLE TRACK
TO WOOD BUCK
MIN. EDGE DIST.
MAXIMUM EXTERIOR(+) LOAD PER JAMB = (16.16' X 62 PSF)/2 = 291 Lbs per Fl.
MAXIMUM INTERIOR(–) LOAD PER JAMB = (16.16' X 44 PSF)/2 = 355.5 Lbs per FL.
a50
534
,224 224
I --1.750 �I
REINFORCEMENT
1/2" X 1-3/4" X .058"
�r FORMED STEEL
y k8 X 1"
SELF DRILLING SCREWS
OR
3/16" 'RIVEX' STEEL RIVETS
MULTIGRIP W/ DOME HEAD
AT 48" O.C.
O
W'STRIP ADAPTER
STEEL
040d
700 4 YL=_
346
17 1.790
BOTTOM SEAL OPTIONS
W'STRIPPING
ANCHOR SPACING
_ ANCHORS STRUCTURE _ EMBED SPACING EDGE DIST.
3/8" HLC SLEEVE BY 'HILTI' CONC. 1-1/4" 8" 2"
1 3,/8" CONFLEX BY 'ELCO' FILLED BLOCK 2" 8" 3-3/4"
1 3/8" DYNABOLT BY 'ITW' CONC. 1-1/2" 8" 2-1/2"
1 3/8" POWER–BOLT BY 'POWERS'! CONC. 2" 8" 2"
3/8" SLEEVE–ALLBY 'SIMPSONS'I CONC.___ 1-1/2" _ 8" 3
CONCRETE Cc = 3000 PSI MIN.
C-90 GROUT FILLED BLOCK I'm = 2000 PSI MIN.
\ 5/16" DIA. BOLTS
WITH WASHER & NUT
AT 12" O.C. MAX. EDGE DIST.
I
1/16" X 2-1/2
FILLET WELDS
–
AT 12" O.C. MAX.
1-1/4" X 2-1/2" X 14 GA _- I
1-1/2" ~— CONT. STEEL ANGLE
11 12 GA. GALV. STEEL _
j
FLAT BRACKETS t3" LONG 2-1/8" X 1" X 14 GA.
AT 12" O.C. IN DOOR OPNG. GALV. STEEL TRACK
AT 18" O.C. ABOVE DOOR OPNG. – FASTENED TO TRACK PLATES
CONNECTED TO CONT. ANGLE W/ (2) 1/4-20X5/8" TRUSS HD.
W/ (3) SPOT WELDS AT EACH SIDE SLOTTED M.S. & LOCK NUT
REVERSE TRACK
TO STEEL
ALTERNATE TRACK INSTALLATION
CONTINUOUS ANGLE TRACK
TO CONCRETE AND FRIED BLOCK
Engr: JAVAD AHMAD
CIVIL
FLA. PE a 70592
C.A.N. 3538
2015
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DOOR PANEL
24 GA. (.024) STEEL MIN,
-7/16" DIA. WASHER
'( 1` #8 X 3/4" SMS
/� T \I I ® 3/8" FROM ENDS
1 \\ III ii I II AND 7' O.C. MAX.
! 1 (4) #8 X 3/4" SMS
VIII 11 \\ ® 1-3/8" FROM ENDS
AND 6-1/2" O.C. MAX.
11111
,III .175 X .062 DEEP
GROOVE
I I
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•III
IIII
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_�BY "SABIC INNOVATIVE PLASTICS'
INOA #13-0717.01
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1111 GROOVE
I I I I \
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IIII j �� ® 1-3/8" FROM ENDS
j 11 I AND 6-1/2" O.C. MAX.
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J #8 X 3/SMS
® 3/8" FROM ENDS
AND 7" O.C. MAX.
7/16" DIA. WASHER
DOOR PANEL
24 GA (.024) STEEL MIN.
I
t.
INSIDE ELEVATION
RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS
CC� WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION
#8 X 3/4" SMS
® 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.
GLAZING 81TE
WINDOW WIDTH
D.L. OPG.
Engr JAVAD AHMAD
CIVIL
FLA. PE # 70541,
C.A.N. 3538 II
PRODUCT RENEWED
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eadnq Code
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drawing no.
02-21
(sheet 5 of 5 )
o-.500
250
[,
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mm
a
* PLASTIC COMPLIES WITH
CHAPTER 26 OF FBC
N
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1.176
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WDW. WIDTH
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MAX.
RIGID VCT ONIEO PIECREAIN INJECTION
RIGID PViC ONIEE PI CEA INJECTIONQ
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RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS
CC� WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION
#8 X 3/4" SMS
® 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.
GLAZING 81TE
WINDOW WIDTH
D.L. OPG.
Engr JAVAD AHMAD
CIVIL
FLA. PE # 70541,
C.A.N. 3538 II
PRODUCT RENEWED
r WMP[Yt la With *A Fimidll,
eadnq Code
nooep.�oe No S-o3o O
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drawing no.
02-21
(sheet 5 of 5 )