HomeMy WebLinkAboutProduct ApprovalMIAMFDADE MIAMI-DADE COUNTY
0 0 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.m!amidade.gov/economv
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 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 0911012002, with last revision K dated 0310912015, sheets I through 5 of 5, prepared by Al-
Farood 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 914-0814.10 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
Approval Date: April 23, 2015
1L14- Page 1
DAB Door Comaanv, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 02-21, titled "24 GA. Roll Formed Steel Sectional Garage Door", dated
0911012002, with last revision J dated 11/0712014, sheets 1 through 5 of 5, prepared by Al-
Farooq Corporation, signed and scaled by Javad Ahmad, P.E.
B. TESTS "Submitted under NOA # 11-041412"
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 0 1/20/2011, 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-I1-T100, dated
01121/2011, 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, F.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 0711512003, signed
and sealed by Rafael E. Droz-Seda, P.E.
b. 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 1013112003,
signed and sealed by Rafael E. Droz-Seda, P.E.
"Submitted under NOA # 03-0210.04"
7. 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 # 14-0814.10"
1. Anchor verification calculations prepared by Al-Farooq Corporation, dated 09/22/2014 and
0712412014, signed and sealed by Javad Ahmad, P.E.
#641941V)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 Comnanv. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS (Cont.)
"Submitted 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 NDA # OS -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-AO02, 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 "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.
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
W/ (4) #14 X 5/8" SMS -FASTENED TO ENO STILE WITH TO BE INSTALLED AT
O WITHOUT DELRON SLEEVE (STD.)1 .1 0 O Ott (6) #14 X 3/4" SELF DRILLING SCREWS ANY CENTER STILE
p 7-1/2" X 3" X .071" GALV. STEEL 1 I SEE SHEET 3 FOR TOP BRACKET OPTIONS
END ROLLER HINGE It i 00 I �1 CENTER STILES
W/ (6) #14 X 5/8" SMS J_SEE SCH, 'A' A
WITHOUT DELRON SLEEVE (STD.) i
O WITH DELRON SLEEVE (OPTIONAL) �� p .� '! +' � • - --- ---- r
7-1/2" X 2-1/4" X .071"
GALV. STEEL CENTER HINGE LOCK `\
O W/ (4) #14 X 5/$" SMS 2/ DOOR
WITH DELRON SLEEVE (OPTONAL) ': _ \\ _ t I I 1
0 ` �1" W X .15 THK. LATCH ,
CENTER HINGE
STANDARD LOCK
SPRING LOADED SLIDE BOLT (80TH SIDES
FASTENED W/ (4) #14 X 1/2" S.M.S" �\
_____5/8"
__5/8" MIN. LOCK ENGAGEMENT
CONFORMS TO SECTION 1008 REGARDING
GARAGE DOORS
.158 DIA. GALV. AIRCRAFT TYPE
CABLE & NICO -PRESS SLEEVE' \\ �' O \\ B ` - it ` y = ------/'S - - __,-- t 4 \ B
W/ MIN, 5 TO 1 SAFETY FACTOR -- FI
�� -- - - -- --- J_
O
co
2-3/4"W X 5-5/8"H X .090" THK.tt .1 --
STEEL PLATE, 1-3/8" DEEP ` I J ! - ` — = - -- - -
WITH (3) #14 X 3/4"
SELF DRILLING SCREWS J ,' �1 to k ti r
BRACKET BRACKET ��- -- ---- I '
STD. LIFT DOOR L—J,LOW HEADROOM ;.�v1 DOOR OPTION ---- � -- ---- �
TOTAL # OF y
DOOR 'U' BARS AT
6'-6' 2 SECTIONS 18" 2 SECTIONS 214 STEEL PLATE ` - _ .- )TION SIDE AT 7" O.C. MAX. -_
HEIGHT CON545T5 OF _ EACH DOOR 7-7 8" X 3-1/8" X .010"7
OPTIONAL FLUSH FACE f
6'-9" 1 SECTION 18" 3 SECTIONS 21 WITH (4) #14 X 3/4 SDS OPNG. AREA NOT TO EXCEED 120 SO. IN. WOOD GRAIN DESIGN L _ A
7' 4 SECTIONS 21" - —_— MAX. DOOR WIDTH
7'-3"
- - 1
7'-6"
5 SECTIONS 18" -
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 18" 4 SECTIONS 21"
8'-9"
5 SECTIONS 21" -
I 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"
10'-3"
1 SECTION 18" 5 SECTIONS 21"
10'-6"
6 SECTIONS 21" -
10'-"9"
6 SECTIONS 18" 1 SECTION 21"
11'
5 SECTIONS 18" 2 SECTIONS 21
11'-3"
4 SECTIONS 18" 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"
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"
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'
15'--9"
9 SECTIONS 21" -
1 16'
6 SECTIONS 18" 4 SECTIONS 21"1
0
0
mm
CENTER STILE
OUTSIDE
HANDLE
END STILE
1 LOCK BAR GUIDES
INSTALLED ON END STILE
/ 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
CENTER STILES
Finn
P1 T
8'-0" TO 9'-10"
DOOR WIDTHS
I0., - K:
I �
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'
2
CENTER STILES
CONFIGURATION
DOOR WIDT14S
# OF CENTER STILES
8'-0" TO 9'-10"
2 3.
110'-0" TO 11'-10"
2 4
112'-0' TO 13'-10"
3
1 14'-0" TO 15'-10"
4
115'-11" TO 16'-2"
5,
- -5
.I r
14'-0" TO 15'-10"
DOOR WIDTHS
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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
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).
ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS.
ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
DRESSING OR STUCCO.
ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL.
ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN
THESE DETAILS ARE NOT PART OF THIS APPROVAL.
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY
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.
Engr: JAVAD AHMAD
CIVIL F90DkJCT kENEV D
FLA. # ds�rf � dW ikWW. 8
C.A.NN . �3B 38
11
'Ell�f
f12'-0" TO 13'-10" 15-11" TO 16'-2"
DOOR WIDTHS DOOR WIDTHS
2015
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IST SECTION (BOTTOM)
INTERMEDIATE SECTION TOP SECTION
OPTIONAL STOP MOULDING
BY DOOR INSTALLER
STEEL TRACK BRACKET FASTENED
TO WOOD JAMB WITH # 14 X 5/8" SMS
5/16" X 1-5/8" LAG SCREW 6 PER HINGE
(FULLY THREADED)
HEX WASHER HEAD TYPE A 1/2" X 1-3/4" X .058" FORMED STEEL
ONE PER BRACKET -GLUED TO PANEL AND SECURED TO
END STILE WITH (4) 3/16" POP RIVETS
SOUTHERN PINE- e4 1-7/8" X 2-5/8" X .049" STEEL
4
0.55 S. I -CENTER STILE, GLUED AND RIVETED
I ' TO PANEL W/ (4) 3/16" RIVETS
Y,- MINT
14 X /8 S.M.S.
4/HINGE
1
1.9" X 2.19" X 3.3" X .090"
STEEL TRACK BRACKETS -�-
SEE SHEET 3 FOR SPACING
1
STEEL TRACK
14 GA. X 2-1/8" X i" (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
Iii [LU I
I 7-1/2" X .050"
GALV. STEEL
CENTER HINGE
_7/8" PUSHNUT
INSTALLED ON ROLLER SHAFT
24 GA. STEEL PANEL -
FLAPS BENT OVER PANEL °
0
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1/2" PUNCHED HOLES ,
@ 4" O.C.
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3/16" POP RIVETS I o
AT 4" O.C.
(&) FOR 21 " STILES
(5) FOR 18" STILES
LEND STILE
024" STL. PANEL
OUTSIDE OF DOOR
SOLID BRASS DOOR VIEWER
BY 'SCHLAGE SECURITY HARDWARE'
3/4" X 2" X 2-1/2" X .049" STEEL INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE
ENU 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:_
EDGE 3/8" DIA. POWER -BOLT RY 'POW=
DISTANCE A) 2.1 MIN. EMBED INTO CONCRETE (3000 PSI MIN.)
2" MIN. EDGE DISTANCE
POP RI ETS °p' s o s11_.3/16 3/8" DIA. HLC SLEEVE BY 'HILTI'
8) 1-1/4" MIN. EMBED INTO CONCRETE OR FILLED BLOCK
6 J 2-1/4" MIN. EDGE DISTANCE INTO CONCRETE
i 4" IN. EDGE DISTANCE INTO FILLED BLOCK
CONCRETE fVc = 3000 PSI MIN.
1 C-90 GROUT FILLED BLOCK F'm = 2000 PSI MIN.
ANCHOR TYPE A OR B
(1) PER BRACKET
F. r SEE SHEET 3 FOR BRACKET SPACING
I I Is k
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u�u ?
7-11/2" X .071"� 1/4-20 SS BOLT
& NUT
END ROLLER HINGE
1.82" DIA. X .50" S7FEL 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
INTERIOR SIDE
SECTION B—B
Engr- JAVAD AHMAD
CM
FLA. PE�70592
C.A.N. 38
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drawing no.
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(sheet 2 of 5 }
.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
m
W/ FOUR #14 X 3/4" SELF DRILLING S.
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.......... .. ....
IST SECTION (BOTTOM)
INTERMEDIATE SECTION TOP SECTION
OPTIONAL STOP MOULDING
BY DOOR INSTALLER
STEEL TRACK BRACKET FASTENED
TO WOOD JAMB WITH # 14 X 5/8" SMS
5/16" X 1-5/8" LAG SCREW 6 PER HINGE
(FULLY THREADED)
HEX WASHER HEAD TYPE A 1/2" X 1-3/4" X .058" FORMED STEEL
ONE PER BRACKET -GLUED TO PANEL AND SECURED TO
END STILE WITH (4) 3/16" POP RIVETS
SOUTHERN PINE- e4 1-7/8" X 2-5/8" X .049" STEEL
4
0.55 S. I -CENTER STILE, GLUED AND RIVETED
I ' TO PANEL W/ (4) 3/16" RIVETS
Y,- MINT
14 X /8 S.M.S.
4/HINGE
1
1.9" X 2.19" X 3.3" X .090"
STEEL TRACK BRACKETS -�-
SEE SHEET 3 FOR SPACING
1
STEEL TRACK
14 GA. X 2-1/8" X i" (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
Iii [LU I
I 7-1/2" X .050"
GALV. STEEL
CENTER HINGE
_7/8" PUSHNUT
INSTALLED ON ROLLER SHAFT
24 GA. STEEL PANEL -
FLAPS BENT OVER PANEL °
0
! °
I °
1/2" PUNCHED HOLES ,
@ 4" O.C.
� I
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3/16" POP RIVETS I o
AT 4" O.C.
(&) FOR 21 " STILES
(5) FOR 18" STILES
LEND STILE
024" STL. PANEL
OUTSIDE OF DOOR
SOLID BRASS DOOR VIEWER
BY 'SCHLAGE SECURITY HARDWARE'
3/4" X 2" X 2-1/2" X .049" STEEL INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE
ENU 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:_
EDGE 3/8" DIA. POWER -BOLT RY 'POW=
DISTANCE A) 2.1 MIN. EMBED INTO CONCRETE (3000 PSI MIN.)
2" MIN. EDGE DISTANCE
POP RI ETS °p' s o s11_.3/16 3/8" DIA. HLC SLEEVE BY 'HILTI'
8) 1-1/4" MIN. EMBED INTO CONCRETE OR FILLED BLOCK
6 J 2-1/4" MIN. EDGE DISTANCE INTO CONCRETE
i 4" IN. EDGE DISTANCE INTO FILLED BLOCK
CONCRETE fVc = 3000 PSI MIN.
1 C-90 GROUT FILLED BLOCK F'm = 2000 PSI MIN.
ANCHOR TYPE A OR B
(1) PER BRACKET
F. r SEE SHEET 3 FOR BRACKET SPACING
I I Is k
/k_IC IT
u�u ?
7-11/2" X .071"� 1/4-20 SS BOLT
& NUT
END ROLLER HINGE
1.82" DIA. X .50" S7FEL 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
INTERIOR SIDE
SECTION B—B
Engr- JAVAD AHMAD
CM
FLA. PE�70592
C.A.N. 38
?095
PRODUCT R£tEwV-D
• comoykq with to fiaids
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AcoWwm No
U¢
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li 0 p
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=
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Ld
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i
r, L L L
Ld x x =
N O In ul �
o w W w
2 JJQ �
[aJ U U
�oz0oo
D z L� z z z
0 N 0 0
0
N
0
1
io
I a �
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T
v n
o u t
drawing no.
L 0
(sheet 2 of 5 }
POP RIVETS
= 2" = 2-3/4" X 5-1/2" X 3" X .104"
GALV. STEEL
TOP ROLLER BRACKET ON EACH SIDE
FASTENED W/ (6) # 14 X 5/8" S.M.S.
I- 14 GA. GALV, STEEL ADJUSTABLE
SLIDE FASTENED TO BRACKET
8 X 3/4" HEX HEAD
M.
M. SCREWS
&NUTS.
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
TOP BRACKET -- -
rHORIZONTAL
�-(STANDARD) TOP BRACKET
(OPTIONAL)
LOW HEADROOM DOOR
REINFORCEMENT
X 1-3/4" X .058" FORMED STEEL
V 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
(2) 3/16" POP RIVETS
5/16" MEETING RIB
PLASTIC/STEEL ROLLERS
1.82" DIA. X .50"
W/ .44 DIA. X 4-1/4" STEM
OPTIONAL INSULATIONS:
BY 'OYPLAST PRODUCTS LLC'
EPS -EXPANDED POLYSTYRENE
DENSITY = 1.05 PCF
N.O.A. #11-0926.07
-��- OR
ISO -25 POLY-ISOCYANURATE
DENSITY = 2.0 PCF
#11-0926.06
- OR
BY 'CELLOFOAM NORTH AMERICA'
_ DENSITY = 1.03 PCF
. N.O.A. #10-1129.04-
OR
10-1129.04OR
BY 'INSULFOAM LLC'
DENSITY = 0.92 PCF
N.O.A. #14-0311.08
I
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 = 39 KSI
---- - _- ---- WITH PRIMER AND BAKED -ON
POLYSTER PAINTED TOP COAT
APPLIED TO BOTH SIDES OF STEEL
J h
41 lh —
4
a
N
12 GA. GALV. STEEL
80TTOM BRACKET FASTENED
W/ (4) # 14 X 5/8" SMS
DmBOTTOM SEAL OPTIONS
SEE SHEET 5
SECTION A -A
SEE SHEET 2 FOR LOCATION
OF REINFORCING TRUSSES
0
r
ca =
w C7
z
c�
z o-
W0
0
a 0
0
HORIZ. TRACK SUPPORT.
CENTER SUPPORT REQD. ON DOORS
EXREEDING 8 FT_ IN HEIGHT
it A
--HORIZ. TRACK LENGTH = OPENING HEIGHT PLUS 12"
14 GA. GALV, STEEL TRACK
1-1/2" X 1/2" X 1/8" HORIZ. ANGLE
[ m
FOR DOOR HEIGHTS UPTO 8 FT.
BRACKET PLACEMENTS
o
WITHOUT INSULATION OR WINDOWS.
2" X 2" X 1/8" HORIZ. ANGLE
HEIGHT
FOR DOOR HEIGHTS ABOVE 8 FT. OR
B3
B4
DOORS WITH INSULATION OR WINDOWS
Z
j
SPOT WELDED TO HORIZ. TRACK
6'-0"
0 CD
WITH TWO WELDS AT 1-1/2" APART
F-
45"
FIRST AT 3" O.C., REST AT 9" O.C.
W
cp a
CONNECTED TO FLAG BRACKET ANGLE
a Q
N 0
W/ 3/8-16 X 3/4" BOLT & NUT
O
0
AND TO SPRING SHAFT GUIDE WITH
O W
M
(2) 1/4-20 X 5/8" BOLT & NUT
d
4U6
34
45"
0 �+
1
a
M
18" 18" 18" 18" 18" 1" TO 2" 11-3/4"
23"
flw(9
0
VERTICAL TRACK �
2-1/8" X 1" X
d q Q
4
.080"
0
23"
SECTION A—A
COo
56"
m t 1.9" X 2.19" X 3.3" X .090"
`1 STEEL TRACK BRACKETS
n 2-3/16" HIGH /
o� CONNECTED TO TRACK WITH
—)
1/4" BOLTS & NUTS.
m 6 -
mco
m ti -
N
m
CD
t t V V t t
TRACK CONFIGURATION
W Ld O
EL z�� 0
J Q j
azo fu -
B8 �-
_.._ roc
_ o
w
78-1/4"
78-1/4" j CD J co
zl O
o r�
U W�
En Q
wUs�
Z I,- Z
0 00 W
Ld w O) 0 I
a I� 0_
O �CD ul
J O z
_ to
CD 0
m cv) Li
-i
CD Q cV Q
I N _ ~
DOOR
* SECTION HEIGHTS
BRACKET PLACEMENTS
w
HEIGHT
IST 2ND 3RD 4TH 5TH I B1 82
B3
B4
85
86
B7
_ =
6'-0"
18" 18" 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" 1 1-3/4"
23"
34"
45"
56"
67"
7'-0"
21 " 21 " 21 " 21 " N/A 1" TO 2" 1 1-3/4"
23"
34
45"
56
67"
a
7'-6"
18" 18" 18" 18" 18" 1" TO 2" 11-3/4"
23"
34"
45"
56"
67"
8'--0"
21" 18" 18" 18" 21" 1" TO 2" 11-3/4"
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.C.
m t 1.9" X 2.19" X 3.3" X .090"
`1 STEEL TRACK BRACKETS
n 2-3/16" HIGH /
o� CONNECTED TO TRACK WITH
—)
1/4" BOLTS & NUTS.
m 6 -
mco
m ti -
N
m
CD
t t V V t t
TRACK CONFIGURATION
W Ld O
EL z�� 0
J Q j
azo fu -
B8 �-
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a I� 0_
O �CD ul
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_ to
CD 0
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CD Q cV Q
I N _ ~
"2 o r esi
0 N O O
F O m O
VERTICAL LkFf HIGH LIFT STANDARD LIFT LOW HEADROOMo
0 0 U S Y
DOUBLE TRACK ;
AVAILABLE. TRACK OPTIONS N
0
Engr. JAVAD AHMAD o a
CIVIL PRODUCT R.ENENVEU
FLA. PE # 70592 a 0000764 with dw Plod& o I =
C.A.N. 38
Acatpamce No
a2Q v° 0 V u
c
rawin
M Yrodm Cool d 02— 9 21
e
(sheet Sof 5
/
=
w
1
o
0
Cj 4
-
�j w
= N 0
to z r
N NO
Fn
O F W F
w
+' ma to
Q ¢ ¢ o
U
0 0 0 0
N ?
a
9
"2 o r esi
0 N O O
F O m O
VERTICAL LkFf HIGH LIFT STANDARD LIFT LOW HEADROOMo
0 0 U S Y
DOUBLE TRACK ;
AVAILABLE. TRACK OPTIONS N
0
Engr. JAVAD AHMAD o a
CIVIL PRODUCT R.ENENVEU
FLA. PE # 70592 a 0000764 with dw Plod& o I =
C.A.N. 38
Acatpamce No
a2Q v° 0 V u
c
rawin
M Yrodm Cool d 02— 9 21
e
(sheet Sof 5
3�4"R
_ IN.
DGE
,DIST. #8 X 1"
1-1 /2" MIN. SELF DRILLING SCREWS
j GE DIST. o m 3/16" 'RIVEX' STEEL RIVETS
o m MULTIGRIP W/ DOME HEAD I
MO
3 N \_ w �_ I o AT 4$° O.C.
I , h\
I r � � REINFORCEMENT
1/2" X 1-3/4" X .058"
2BY 1/4" DIA. LAG SCREWS 2B` 1/4" DIA. LAG SCREWS FORMED STEEL O
-AT 6" FROM ENDS AT 6" FROM ENDS
WOOD BU I WOOD BU K ;
I AND 15" O.C. MAX. I AND 15" O.C. MAX.
i I` iT`I
W'STRIP ADAPTER----
ALUMINUM
DAPTERALUMINUM
RUBBER W'STRIPPING-/
C3
OPTION `A' V
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
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" LDT 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" MIN
15" O.C. INTO 3000 PSI CONCRETE, WITH 1-1/4" MIN. EMBED AND
2-1/2" MIN. EDGE DISTANCE
PREPARATION OF JAMBS BY OTHLE?5
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.
STEEL STRUCTURE BY OTHERS
5/16" X 1-5/8" MUST SUPPORT THE LOADS IMPOSED
LAG SCREWS BY DOOR SYSTEM
AT 12" O. 57
CONTINUOUS ANGLE TRACK
TO WOOD BUCK
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.
.050 E
534
,224 1
I
I —1.750
5/16" DIA. BOLTS
-WITH WASHER & NUT
AT 12" O.C. MAX.
REINFORCEMENT
1/2" X 1-3/4" X .058"
FORMED STEEL
V jf8 X 1"
SELF DRILLING SCREWS
OR
3/16" 'RIVEX' STEEL RIVETS
MULTIGRIP W/ DOME HEAD
AT 48" O.C.
0
W'STRIP ADAPTER
STEEL
RUBBER W'STRIPPING
0 X1040 b
76 348
- 1,790 —II �f
BOTTOM SEAL OPTIONS
ANCHOR SPACING
ANCHORS
STRUCTURE
EMBED
SPACING
EDGE DIST.
3/8" HLC SLEEVE BY 'HILTI'
CONC.
1-1 /4"
8"
2"
3/8" CONFLEX BY 'ELCO'
FILLED BLOCK
2"
8"
3-3/4"
j 3/8" DYNABOLT BY 'ITW'
CONC.
1-1/2"
8"
2-1/2"
k 3/8" POWER -BOLT BY 'POWERS'
CONC.
2"
8"
2"
3/e" SLEEVE -ALL BY 'SIMPSONS'
CONC. _
1-1/2"
8"
3"_J
CONCRETE Vc = 3000 PSI MIN.
C-90 GROUT FILLED BLOCK f'm = 2000
PSI MIN.
/
1-1/4" X 2-1/2" X 14 GA
1 -1/2" -LL - CONT. STEEL ANGLE
12 GA. GALV. STEEL
1/16" X 2-1/2' FLAT BRACKETS t3" LONG
FILLET WELDS- AT 12" O.C. IN DOOR OPNG.
FAT 18" O.C. ABOVE DOOR OPNG,
AT 12" O.C. MAX.
CONNECTED TO CONT. ANGLE
W/ (3) SPOT WELDS AT EACH SIDE
REVERSE TRACK
TO STEEL
ALTERNATE TRACK INSTALLATION
EDGE DIST
11-1/2"
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
Engr: JAVAD AHMAD
CIVIL
FLA. PE # 70592
C.A.N. 3538
2015
PRODUCT RENPCWGD
0 wdh the Floris
8446* CO&
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ft Prnl: CcNgnel
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drawing no.1
02-21j
tsheet 4 of 5
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co
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J
Qcn
wU=
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ui
v
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w
r=
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w
in O_
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WU O
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drawing no.1
02-21j
tsheet 4 of 5
0A
6 0
w a
=
O Lu
� w
0 J X
z o w
3
DOOR PANEL
24 GA. (.024) STEEL MIN,
-7/16" DIA. WASHER
l#8 X 3/4 SMS
tI ®3 8 FROM ENDS
II t
t I I t AND 7" O.C. MAX.
I
(4) #8 X 3/4" SMS
! i
III _ 0 1-3/8" FROM ENDS
AND 6-1/2" O.C. MAX.
� 11!i It I
'I r
III
III
.175 X .062 DEEP
;III GROOVE
I I
;III
IIII
11 1/4" POLYCARBONATE LEXAN
BY 'SABIC INNOVATIVE PLASTICS'
NOA #13-0717-01
Ili
,II III
1I1 I� -
I I V I
•i I
11!I
III
IIII
IIII
I I
III"
VIII
II!
IIII
I I
" ! .175 X .062 DEEP
"I 'GROOVE
III J
" I I
!III I (4) #8 X 3/4" SMS
tr 0 1-3/8" FROM ENDS
+ AND 6-1/2" O.C. MAX.
i
I .
' r+
� I +
��( J #8 X 3/4" SMS
0 3/8" FROM ENDS
AND 7" O.C_ MAX.
7/16" DIA. WASHER
DOOR PANEL
24 GA. (.024) STEEL MIN.
: 0
w
¢ a
* PLASTIC COMPLIES WITH
CHAPTER 26 OF FBC
SEE EVIDENCE PAGE
21 3/4"
MAX.
wow. WIDTH'
1s 1/8"
o _ MAX.
Jo D.L.O.
ul
—,5001
1
1.765
1,144
V
A 7 6 ll�— I
* EXTERIOR FRAME
RIGID PVC ONE PIECE INJECTION
.P50
r V
a
o
N
N
0
z (" w
OI- °i
a
�. z
w
1.725
Q N0
a
0 0 1
OJ
0 LL II
O
ir 7 M a
00.
* INTERIOR FRAME
O dl ti --
a, °4 o N
RIGID PVC ONE PIECE INJECTIONQ
w -i N
0
m
1
i cS r �
(A)I, 1I C
t;r
- - _
f k I
L�
#8 X 3/4" SMS CC)
® 3/8" FROM ENDS
AND 4-1/2" O.C. MAX.]
INSIDE ELEVATION
RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS
WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION
.175 X .062 DEEP
GROOVE
I
- - - - - - - - - - - - - - - - - - -
� u
DOOR PANEL EXTERIOR
24 GA. (.024) STEEL MIN.
15/16" MIN. D.L. OPG -
GLAZING BITE
WINDOW WIDTH
Engr: JAVAD AHMAD
CML
FLA. PE #5705?-,
C.A.N. 3538 f
15
PRODUCT RENEWED
0 can *64 Wi* *A fiNlIdi
OWdaq Godo
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B
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r�
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w
w Z U 7 -
a CO w 1°
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n
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a
6 6 r` of
- 6- N 7 0 0
D Q a o o
o u x - Y
N
O
I o
0
I
0
Ia
O U L t
U
J? -
drawing no.
02--21
(sheet 5of 5