HomeMy WebLinkAbout1707-0182 NOA - STEEL SECTIONAL GARAGE DOORGAW VW(R�
File Copy
MIAMI-D1AGG MIAMI-DARE 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.mfam{dade.gov/economy
DAB Door Company, Inc.
12195 NW 98111 Avenue
Hialeah Gardens, FL 33018
SCOPE;
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having.Jurisdiction (AHJ).
This NOA shall not be valid after the expiration'date stated below. The Miami -Dade County Product Control Section (In
Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or
material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the
manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of
such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined
by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the
applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: Hurricane Master Model 824/811 Steel Sectional Garage Door up to 18'-2" Wide w/
Window Lite Option (DP +40.0, -44.0 PSF)
APPROVAL DOCUMENT: Drawing No. 05-03, titled "Sectional Garage Door", sheets 1 through 5 of 5,
dated 05/16/2005, with revision G dated 03/05/2015, prepared by Al-Farooq Corporation, signed and sealed
by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of
Acceptance number and expiration date by the Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: A permanent label with the manufacturer's name or logo, manufacturing address, model
number, the positive and negative design pressure rating, indicate impact rated if applicable, installation
instruction drawing reference number, approval number (NOA), the applicable test standards, and the
statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track,
bottom angle, or inner surface of a panel.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for
sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of
this 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 revises NOA # 14-0814.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Carlos M. Utrera, P.E.
NOA No.15-0317.01
MIAMI-DADE COUNTYM Expiration Date: March 29, 2017
Approval Date: May 28, 2015
Page 1
W
DAB Door Company. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 05-03, titled "Sectional Garage Door", sheets 1 through 5 of 5, dated
05/1612005, with revision G dated 03/05/2015, prepared by Al-Farooq Corporation, signed
and sealed by Javad Ahmad, P.E.
B. TESTS "Submitted under NOA # 09-0128.06"
1. Test reports on 1) Uniform Static Air Pressure Test Loading per FBC TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
4) Forced Entry Test per FBC, TAS 202-94
along with marked -up drawings and installation diagram of a DAB 824 24 GA Sectional
Garage Door with Fixed Windows, prepared by Hurricane Engineering & Testing, Inc, Test
"Reports No. HETI-08-2149A/B, dated 06/27/2008, signed and sealed by Candido F. Font,
�.E.
2. Test report of Tensile Test per ASTM E 8, Report No. HETI 084182, prepared by .
Hurricane Engineering &'Testing, Inc., dated 12/23/2008, signed and sealed by Candido F.
Font, PE.
"Submitted under NOA # 06-0817.07"
3. Test report of Uniform Static Air Pressure and Force Entry Resistance Test, per FBC, TAS
202-94 on "Sectional Residential Garage Doors", prepared by Hurricane Engineering &
Testing, Inc., Report No. HETI 05-1445, dated 03/18/2005, signed and sealed by Rafael E,
Droz-Seda, P.E.
4. Test report of Large Missile Impact Test, per FBC, TAS 201-94 and Cyclic Wind Pressure
Test per, per FBC, TAS 203-94 on "Sectional Residential Garage Doors", prepared by
Hurricane Engineering & Testing, Inc., Report No. HETI 05-1446, dated 05/1112005, signed
and sealed by Rafael E. Droz-Seda, P.E.
"Submitted under NOA # 03-0210.04"
5. Test report on Salt Spray (Corrosion) Test per ASTM B 117 of a painted G-40 steel panels,
prepared by Celotex Corporation, Test Report No. 258592, dated 08/17/1998, signed by W. A. .
Jackson, P.E.
C. CALCULATIONS "Submitted under NOA # 14-6814 031,
1. Anchor verification calculations prepared by Al-Farooq Corporation, dated 09/22/2014 and
07/24/2014, signed and sealed by Javad Ahmad, P.E. .
"Submitted under NOA # 09-0128.06"
2. Anchor verification calculations prepared by Al-Farooq Corporation, complying with F.B.0
2007, dated 11/21/2008, signed and sealed by Humayoun Farooq, P.E.
OS I9�Zai5 .
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No.15-0317.01
Expiration Date: March 29, 2017
Approval Date: May 28, 2015
E-1
M
w
DAD Door Comtianv, 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 tinder NOA # 05-0228.02"
6. Test Report on Accelerated Weathering Using Xenon Arc Light Apparatus Test per
ASTM C155 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 # 14-0814.03"
1. Statement letter of code conformance to the 5th edition (2014) FBC and of no financial
interest issued by Al-Farooq Corporation, dated 05/13/2014, signed and sealed by
Javad Ahmad, P.E.
Carlos M. Utrers, P.E.
Product Control Examiner
NOA No.15-0317.01
Expiration Date: March 29, 2017
Approval Date: May 28, 2015
E -2
7-1/2' X 2-1/4" X 18 GA. TOP RxTURE 5-1/2' X 2-3/4' X 0.1'
CAM STEEL CENTER HINGE PUSH NUT STEEL PLATE WITH ONE 5/16-18 MS W/ NUT OPTIONAL DOOR VIEWER
W/ (4) 114 X 5/8" SMS N WITH TO BE INSTALLED AT
fy e 14 WITHOUT DELRON SLEEVE (STD.) i
p 7-1/2- X 3- X .071- GAIN. STEEL /
END ROLLER HINGE ;
W/ (6) 014 X 5/8' SMS
WITHOUT DELRON SLEEVE (STD.)
WITH DELRON SLEEVE (OPTIONAL)
O 7-1/2' X 2-1/4' X .0711'GAL
O NGE
W/ (4 114 XC5/8 SAS 2/ DOOR
0 WITH DELRON SLEEVE (OPTIONAL) --_.-
CENTER HINGE
I � 1' w x .15 iHI. IArcH
i TANDARD LOCK
SPRING LOADED SLIDE BOLT (BOTH
FASTENED W/ (4) 014 X 1/2• S.
---5/8' MIN. LOCK ENGAGEMENT
CONFORMS TO SECTION 1008 R
m
158 DIA GALV. AIRCRAFT TYPE
LL. & NICO-PRESS SLEEVE o
W MIN5 TO 1 SAFELY FACTOR
O
6'X3'x OX 1
STEEL PLATE l O 1
WITH (6) 114 X 5/8• SMS
BRACKET"
STD. LIFT DOOR
TOTAL f OF
DOOR
U' BARS AT
HEIGHT
CONSISTS OF
EADT DOOR
W-6"
2 SECTIONS 18'
2 SECTIONS 21"
W-9-
1 SECTION 18'
] SECTIONS 21'
5
7'
4 SECTIONS 21"
-
7'-6"
5 SECTIONS 18•
-
7'-9'
4 SECTIONS Is-
1 SECTION 21"
8" 13
SECTIONS 18"
2 SECTIONS 21'
2 SECTIONS 18'
3 SECTIONS 21"
6
1 SECTION 18"
4 SECTIONS 21-
5 SECTIONS 21"
-
6 SECTIONS IS'
-
F2�
5 SECTIONS 18"
1 SECTION 21'
4 SECTIONS Is-
2 SECTIONS 21'3
SECTIONS 18'
3 SECTIONS 21'
7
2 SECTIONS 18"
4 SECTIONS 21"
1 SECTION Ni
5 SECTIONS 21'
10-6
6 SECTIONS 21-
-
10'-9'
8 SECNKINS 18"
1 SECTION 21"
it,
5 SECTIONS IS"
2 SECTIONS 21,
11._3.
4 SECTIONS 18'
3 SECTIONS 21'
1I'-8'
3 SECTIONS 18
4 SECTIONS 21'
e
111-9'
2 SECTIONS 18
5 SECTIONS 21'
121
1 SECTIONS 18'
6 SECTIONS 21'
IT-W
7 SECT166 21-
-
12'-6'
8 SECTIONS 18"
:2 SECTIONS 21'
12'-9'
5 SECTIONS iB'
3 SECTIONS 21'
131
4 SECTIONS 18'
4 SECTIONS 21'
13'-3'
13 SECTIONS 18'
5 SECTIONS 21'
9
IW-8'
12 SECTIONS 18'
6 SECTIONS 21'
131-9"
1 SECTION Ile
7 SECTIONS 21'
14'
8 SECTIONS 21"
-
14'-3'
6 SECTIONS 18.
3 SECTIONS 21'
5 SECTIONS IS'
4 SECTIONS 21"
,
14'-9'
4 SECTIONS I8'
5 SECTIONS 21'
10
15'
3 SECTIONS 18'
6 SECTIONS 21
2 SECTIONS 18'
17 SECTIONS 21'
15'-6'
1 SECTION IS-
8 SECTIONS 21'
1S'-9"
9 SECTIONS 21'
-
16'
16 SECTIONS IB'
4 SECTIONS 21'
lI
LOW
DOI
7-7/8- X N
STEEL PLATE
WITH (4) 01,
(6) 114 X 3/4- SELF DRILLING SCREWS 1• 1w SUCE
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CENTER STILE
OUTSIDE
HANDLE END STILE
I
LOCK BAR GUIDES
INSTALLED ON ENO STILE
p WITH (4) 014 X 5/8" SMS
e 4 AST X .6W LOCK BAR
ENGAGES IN TRACK
ON EACH SIDE OF DOOR CENTER STILES
OUMI K�ED LOCKLOCK
OPTION
PTIIONAL
LOCK BAR LOCKING SHOWN
ALTERNATE TO
SPRING LOADED SIDE BOLT �W-0" TO 9'-Iw-0" TO 9'-Iw
LOCKS SHOWN ABOVEDOOR WIDTHS WIDTHS
18'-2'
INSIDE ELEVATION
RA1SE0 PANEL EMBOSSED DOOR
MR LIEU OF "p14 X DRILL5/8'ING SMS SCREWS MAY BE USED;
T FOR LARGE MISSILE IMPACT
DAD DOORS INC.
Hurricane Master® Model 824/811
Max. Sze 18'-2" X 16'-0" High
With Window Lite Option
DESIGN PRESSURE RATING = + 40.0 PSF
TH1s PRooucr 1s RA Eo GENERAL NOTES - 44.0 PSF
SCHEDULE 'A'
CENTER STILES CONFIGURATION
DOOR Wfum
S OF CENTER STILES
8'-0' TO 91-10"
2
101-0' TO 11'-10'
2
12'-0" TO IT-10'
3
14'-O' TO 1S-f0'
4
15'-11' TO 18'-2'
5
1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
RE019REMENTS OF THE FLORIDA BUILDING CODE (FBC) FIFTH EDITION (2014)
INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).
2. ANCHORS SHALL BE AS USTED, 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.
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sheet 1 0( $t
1/2' X 1-3/4' X 16
FORMED TUBE O
OF EACH P7
16 GA X 2-1/4' X 3/4" X 2"
GALV. SIM U.BAR REINFORCING TRUSS
TRUSS FASTENED TO VERTICAL PnERMEO'ATE STILES
W/ TWO ) 14 X 5/8' S.Y.S AND TO END STILE
W/ FOUR B .14 X 3/4' SELF ORILLING SCR
16 GA. X 2-1/4" X 3/4' X 2' 16 GA X 2-1/4' X 3/4" X 2'
GALV. STEEL U.BAR REINFORCING TRUSS _ CALV. STEEL U.BAR REINFORCING TRUSS
L�814
OF PANEL TRUSS FASTENED TO TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES
TERMEDIATE STILES W/ TWO W/ TWO a 14 X 5/8' S.M.S. AND TO END STILE
' S.M.S. AND TO END STILE W/ FOUR e 14 X 3/4' SELF DRILLING SCRJ14 X 3/4' SELF OPoWNG S.
1/2' X %3/4' X 16 GA.
OPEN TUBE OEIDTTOM
OF EACH PANEL
I ST SECTION OTTOMI
REINFORCING TRUSS
TWO AT BOTTOM PANEL
OPTIONAL STOP MOL
8Y DOOR INS(
STEEL TRACK BRACKET FASTENED
To N1A70 ,bW 11m1
5/1V X 1-5/8" LAG SCREW
(FULLY THREADED)
HEX WASHER HEAD TYPE A
SOUTHERN PINE
0.55 S.G.
l:
1-3/16' 1
1.9' X 2.19' X 3.3' X .090"
STEEL TRACK BRACKETS
SEE SHEET 3 FOR SPACING
INTERMEDIATE SECTIONS
REINFORCING TRUSS
ONE AT EACH PANEL
4 X 5/8' SMS
PER HINGE
1/2' X 1-3/4' X .058" FORMED STEEL
CLUED TO PANEL AND SECURED TO (4) 3,
END STILE WITH 3/16' POP RIVETS O 12" O.C. POP RT
AND PUNCHED FLAPS
3/4' X 1-7/9" X 2-1/2" X .049"
STEEL CENTER STILE,
FOR QUANTITIES SEE SHEET 1
(CLUED AND RNEfED TO PANEL
9 14 X 5/8' S.M.S. (2)
r
1 4/ HINGE POP
I
24
1/2' PUNCHED
04
3/16' POP RIVETS
AT 4' O.C._
() FOR 21' STILES
-
(5) FOR 18' STILES
16 GA. X 2-1/4' X 3/4' X 2'
GALV. STEEL U.BAR REINFORCING TRUSS
TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES
W/ TWO Y 14 X 5/8' S.M.S. AND TO END STILE
W/ FOUR b 14 X 3/4' SELF DRILLING SCR.
TOP SECTION
REINFORCING TRUSS
ONE AT EACH PANEL
3/4' X 2' X 2-1/2" X .048' S7EE2
END STILE, CONNECT TO PANELS WNT1
FLAPS AND (4) 3/16' ALUM RIVETS
SEE DETAIL ABOVE
EDGE
DISTANCE
(2TOP & BOTIOMSJ Iq
f
STEEL TRACK 7-1/2' X 3' X .071 7-1/2" X 3" X .071'
CALV. STEEL CENTER END ROLLER HINGE
14 GA. X 2-1/8' X 1' (STANDPTID) 7/16• PIISHNUT HINGE
12 GA X 3-5/16' X 1-1/2' (OPTIONAU 1.82' DIA X .50" STEEL ROLLERS
FASTENED TO TWICK PLATES K�Allm ON ROLLER SHAFT 1.82" DU X SO' NYLON ROLLERS (OF
W/ 1/4-20 X 5/8' TRUSS HD. INTERIOR SIDE 2.79 DIA. X .50' STEEL ROLLERS (OF
SLOTTED M.S. k LOCK NUT 2.75' OUL X .50' NYLON ROLLERS (OF
SECTION B-B WITH 5
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OUTSIDE OF
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SOLID BRASS DOOR VIEWER
A
BY 'SCHLAGE SECURITY HARDWARE
INSTALLED IN 9/16' DUI. HOLES IN CENTER STILE
POSITIONED AT EYE LEVEL
_
is
W 0
m
3/8' POWER -BOLT BY 'POWERS'
2' MIN. EMBED 64TO CONC.
2" MIN. EDGE DIST.
ONE PER BRACKET
SEE SHEET 3 FOR BRACKET SPACING
SS BOLT
Eng, JAVAD ARMAD
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05-03
sheet 2 of 5
2-3/4' X 5-1/2' X 3' X .104"
GALV. STEEL
70P ROLLER BRACKET ON EACH SIDE
FASTENED W/ (6) / 14 X 5/8" S.M.S.
.090 THK. GM.V. STEEL ADJUSTABLE
SLIDE FASTENED TO BRACKET
W/ 5/16-18 X 3/4' HEX HEM
M. SCREWS & NUTS
1 TOP BRACKET
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
WRH (4) 1/4-20 SS. BOLT & NUTS
/ TOP BRACKET,
LOW HEADROOM DOOR
HORIZONTAL REINFORCEMENT
1/2' X 1-3/4' % .058' FORMED STEEL
-CLUED TO PAN L AND FASTENED TO
2" X 5-1/2" X .104"
VERTICAL STILES WITH
GALV. STEEL
(2) 3/16' POP RIVETS FASTENED W/ (4) / 14 X 5/8' S.M.S.
TOP ROLLER BRACKET FOR
HORIZONTAL REINFORCEMENT
LOW HEADROOM DOOR OPTION
1/2' X 1-3/4' X .058" FORMED STEEL
CLUED TO PANEL AND FASTENED TO
VERTICAL. STILES WITH "
(2) 3/16" POP RIVETS
-5/16' MEETING R18
l.sr OIA X .50' ROLLERS
�-W/ .44 DVL X 4-1/$ STEM
OPTIONAL INSULATIONS:
'OYPIASi
(iY PRODUCTS LLC'
EPS-EXPANDED POLYSTYRENE
DENSITY = 1.05 PCF
N.OA f11-0926.07
OR
ISO-25 POLY-ISOCYANURATE
DENSITY = 2.0 PCF
-N.OA 011-092606
OR
'CELLOFOAM
BY NORTH AMERICA'
DENSITY - 1.03 PCF
N.OA 010-1129.04
OR
'INSUI"AM
BY LLC'
( OENN.O.A STY8 a PCF
-Q920311.08
\ t 4
14 GEL GAL.V. STEEL
ROLLER HINGES FASTENED
W/ (6) #14 X 5/8' SMS
MIN..024" ROLL FORMED STEEL PANEL
DRAWING GUAM G-40
MN. YIELD STRENGTH - 34 KSI
- WITH PRIMER AND SWO-ON
POLYSTER PANTED TOP COAT
APPLIED TO BOTH SIDES OF STEEL
12 GA GALV. STEEL
BOTTOM BRACKET FASTENED
W/ (4) p14 X 51W SMS
O
BOTTOM SEAL OPTIONS
SECTION j_,ON A -AA -A
SEE SHEET 2 FOR LOCATION
OF REINFORCING TRUSSES
SEE SHEET
HORIZ. TRACK SUF
CENTER SUPPORT REDD. ON I
EXAEEOING 8 FL IN I
11
A _.J
GA. GALV. STEEL TRACK
2 X 2 X HORIZ. ANGLE
D TO
SPOT 1VELOm TO FK)Po2. TRACK
VV
WITH TWO WELDS AT 1-1/2' APART
FIRST AT 3' OX.
�f
REST AT 9' O.C.
CONNECTED TO FUG BRACKET ANGLE
Z
W/ 3/8-I6 X 3/4' BOLT & NUR
AND To SPRING SHAFT GUIDE YATH
F
X
Z
(2) 1/4-20 5/8" BOLT & NUT
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2-1/8' X 1' X .080'
SECTION A -A
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DOOR
• SECTION HEIGHTS
BRA
HEIGHT
1ST
2ND
3RO
4TH
5TH
81
82
93
84
85
B6
97
88
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'
11-J/4'
23"-
34"-
45'
56'
67"
-
7'-0"
21"
21"
21"
21"
N/A
1' TO 2'I1-3/4"
23'
.3
45'
56'
67"
-
7'-6'
18'
18"
18'
18"
18'
1' TO 2'
I1-3/4'
23'
34'
45'
S6'
67'
78-1/4"
8'-0'
21'
18'
18'
18"
21"
1" TO 2'
11 -3/4'
23'
34"
45`
56'
67'
78-1/4"
'-SECTIONS ARE NUMBENLO STAKING At THE BDIIUM
FOR DOORS MORE THAN 8 FT. HIGH. USE ADDITIONAL TRACK BRACKETS AT 10" O.C.
1.9" X 2.19' X 3.3" X_D90'
STEEL TRACK BRACKETS
2-3/16" HIGH
CONNECTED TO TRACK WITH
0) 1/4' BOLTS & NUTS
VERTICAL
LIFT HIGH
LIFT
STANDARD LIFT LOW HEADROOIA
DOUBLE TRACK
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I I .I
�. 1/4' OIA, LAG SCREWS
' 26Y
140� 1 AT 6FROM ENDS WOOD
ND r A12' O.G 114X
�g
1/4- 04l LAG SCREWS
AT 6' FROM ENDS
AW F2' AC. AMY.
OPTION 'AOPTION '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 CALCUTAl10NS/DESIGN
WILL BE REOUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE.
FOR DOOR REPLACEMENT APPLICATKOS WITH NO ENGINEER OF RECORD. INSTALLATION MAY BE
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL. UPON INSPECTION.
5/16' x 1
LAG SCI
AT 12'
WOOD BUCK CONNECTION TO MASONRY
PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO
GROUTED REINFORCEO MASONRY BLOCK WALL OR CONC. COLUMN WITH L
1/4- ULTRACON BY 'ELCO' WITH SPACING OF
10 O.C. INTO GROUT FILLED BLOCK WALL, WITH 2-1/4- MIN. EMBED
10' O.C. INTO 3000 PSI CONCRETE. WITH 1-3/4' MIN. EMBED
3- MEN. EDGE DISTANCE
1/4- TAPPER BY 'POWERS' WITH SPACING OF
B' O.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/2- MIN. EMBED
10. O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4- MIN, EMBED
3' MIN. EDGE DISTANCE
3/8- CONFLE) BY 'ELCO' OR
3/8" LDT BY 'ITW' WITH SPACING OF
2Y O.C. INTO 3000 PSI CONCRETE, WITH 2-1/2- MIN. EMBED
3- MIN. EDGE DISTANCE CONTINUOUS US ANGLE TRACK
3/8' HLC SLEEVE BY Wn' WITH SPACING OF 70 WOOD BUCK
8' O.C. INTO GROUT FILLED BLOCK WALL.. WITH 1-1/4" MIN. EMBED. 4' MIN. EDGE DIST.
12- O.C. IWO 3000 PS! CONCRETE, WITH 1-1/4' MIN. EMBED AND
2-1/2- MIN. EDGE DISTANCE
PREP��ON�JA.MBS�OTHEH
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.
MAXINUM EXTERIOR(+) LOAD PER JAMB = (18.16- X 40 PSF)/2 = 363.2 Lbs per FL
MAXIMUM INTERIOR(-) LOAD PER JAMB a (18.16' x 44 PSF)/2 399.5 Lbs per ft.
Q8x1-
SELF DRILLING SCREWS
OR
3/i6' 'RNEx' STEEL RIVETS
MULTIGRIP W/ DOME HEAD
AT 48' O.C.
REINFORCEMENT
1/2- X
FORMED STEEL O
WSTTLIP ADAPTER
ALUMINUM W'S
STE
RUBBER W'STRIPPIIC RUE
O50 1 '(— .040
.22� 4 .534 .700
.348
T—F•-1.750 —T� —1
1.790�
STEEL STRUCTURE BY OTHERS
MUST SUPPORT THE LOADS IMPOSED
BY DOOR SYSTEM
2- x 1-3/4- X .058-
o
�RMED SfEEI
IRWED STEEL
!!!•
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is x r
SELF DRILLING SCREWS
Z
OR
3/16' 'RIVE)' STEEL RIVETS
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MULTIGRIP W/ DOME HEAD
AT 48' O.C.
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ANCHORS I STRUCWRE_I
EMBEDI
SPACING.
EDGE MST.
3 8' HLC SLEEVE BY HILTC CONC.
1-1 4
e-
2'
3 8' CONFLEK BY 'ELCO' FILLED BLOCK
2-
8'
3-3 4
3/9- DYNABOLT BY ITW CONC.
1-If2
Y'
8.
8'
2-3�_.
r
31137 POWER -BOLT BY POW CORC.
3 8 SLEEVE -ALL. BY -SWSUM CONC.
1-1 2
B'
3"
CONCRETE Ib = 3000 PSI MIN.
5/I6' DUL BOLTS C-90 GROUT FILLED BLOCK Fm = 2000 PST MIN.
HWN WASHER & NUF /
AT 12" O.C. MM.
w- To0 0
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/ 1-1/4' X 2-1/2' X 14 GA _ / o y„
1-1 2' CENT. STEEL ANGLE 1-1 2' W Xt
12 CA GALV. STEEL
1/16' X 2-1/2 FLAT BRACKETS t3- LONG ---- 2-1_/B' X 1' X 14 CA.TRACK
FILLET WELDS 01 '[ z
AT 12' O.C. IN DOOR OPNG. vV
AT 12' O.C. MAY AT 1B' O.C. ABOVE DOOR OPNG. FASTENED TO TRACK PLATES
CONNECTED TO CONT. ANGLE _ W/ (2) 1/4-�XS/8' TRU55 ND.
W/ (3) SPOT WELDS AT EACH SIDE SLOTTED M.S. d: LOCK NUT
REVERSE TRACK CONTINUOUS ANGLE TRACK m
TO STEEL TD CONCRETE AND FlU_EO BLOCK L c n $ -
O
ALTERNATE TRACK INSTALLATION
Frgr: JAVAp AHWID CIVILpEXEyla°n 'b
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IR PANEL
GA (.024) STEEL MIN.
DAL WASHER
16 x 3/4' SMS
-0 3/8' fROM ENDS
AND 7' O.C. MAX.
(,1) 98 X 3/4' SUS
-0 1-3/6' FROM ENDS
AND 6-1/2' O.C. MAX.
175 X .062 DEEP
GROOVE
1/4' POLYCARBORATE LEXIW
BY 'SABIC INNOVA7NE PLASTICS'
NOA 113-0717.01
175 X .062 DEEP
GROOVE
(4) g0 x 3/4' sMs
SAND 6 1/2' D.C. MAX
N,_18 x 3/4' SMs
0 3/8' FROM ENDS
AND 7' O.C. MAX.
7/16' DIk WASHER
R PANEL
GA (.024) STEEL MIN.
* PLASTIC COMPLIES WITH
CHAPTER 26 OF FBC
SEE EVIDENCE PAGE
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INSIDE ELEVATION
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RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS "i W
°Qzrca
C WINDOW UTES CAN BE IN ANY LOCATION IN DOOR SECTION
jB X 3/4' SMS
0 3/8' FROM ENDS 175 X .062 DEEP v
AND 4-1/2' O.C. MAX. GROOVE o d
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DOOR PANEL .EXT7=BLOB /� �*"►0` ��7
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A. (.024) STEEL MIN. 015
15/16' MIN. D.L. oPc. „ drowi0
GLAZING BITE 05-03 1
WINDOW WNTH
sheet $of 5