HomeMy WebLinkAboutProduct ApprovalsMIAMI• MIAMI-DADE COUNTY
- PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.eoy/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 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., 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
Expiration Date: August 9, 2016
Approval Date: June 11, 2015
006107�101s Page 1
DAB Door Company, 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 Comuanv, 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.
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"12
SECTIONS
21"
6'-9"
1 SECTION
18" 13
SECTIONS
21-
7'
4 SECTIONS
21" 1 -
] -3"
-
-
r
m
7.-6"
5 SECTIONS
18" -
7'-9"
4 SECTIONS
18'" 1
SECTION 21"
8'
3 SECTIONS
18'" 2
SECTIONS
21"
8'-3"
2
18" 3
SECTIONS
_
8'-6"
_SECTIONS
1 SECTION
18" 4
SECTIONS
_21"
21"
8'-9'_
5 SECTIONS
21" -_
_
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"
1V-6"
3 SECTIONS
18" 4
SECTIONS
21"
IV -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
18-15
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
1 SECTION
18'p 7
18" 8
SECTIONS
SECTIONS
21"
21"
15'-9"
9 SECTIONS
21" -
16"
16 SECTIONS
18" 14
SECTIONS
21"
7-1/2" X 3" X .071" GALV. STEEL
END ROLLER HINGE
W/ (6) #14 X 5/8" SMS a
WITHOUT DELRON SLEEVE (STD.) `
WITH DELRON SLEEVE (OPTIONAL) I \�
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O W/ (4) #14 X 5/8" SMS
WITH DELRON SLEEVE (OPTIONAL) B
LOCK
/�2/ DOOR
° ° ° 1 1" W X .15" THK. LATCH
I I 1
11 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
/
.158 DIA. GALV. AIRCRAFT TYPE i
CABLE & NICO -PRESS SLEEVE -i- --
W/ MIN. 5 TO 1 SAFETY FACTOR I
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STEEL PLATE \
WITH (2) #14 X 5/8" SMS `
CENTER STILE
OUTSIDE
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BRACKET BRACKET
STD. LIFT DOOR LOW HEADROOM
DOOR OPTION
7-7/B" X 3-1/8" X .010" ..
STEEL PLATE
WITH (4) #14 X 3/4" SDS
�IILI.911��
J\I LOCK BAR GUIDES
L 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
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
CENTER STILE
CENTER STILE
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dd OPENING AREA NOT TO EXCEED [COLONIAL DESIGN
120 SQ. IN.
__- MAX. DOOR WIDTH
OPTIONAL FL
WOOD GRAIN
a -a
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
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
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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DESIGN N
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
CIVIL
FLA. PE # 70592
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drawing no.
01-09
sheet 1 of
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
24 GA. S
3/16" ALL
9I_177 77JIT/7:iZ1\I��
1/2" PUNCHED HOLES
4" O.0
ANCHORS AT TRACK BRACKET:
OPTIONAL STOP MOULDING
FOR CONNECTION OF WOOD B/Dl�T-
TO
BY DOOR INSTALLER A) 2" M DIA. POWER -BOLT C 'POWERS'
2" MIN. EMBED INTO CONCRETE
MASONRY SEE NOTE ON S1-7/8" MIN. EDGE DISTANCE
3/4" % IL X 2-1/2" X 18 GA. STEEL
46 PER HINGE B) 3/8" DIA. HLC SLEEVE BY 'HILTIEND STILE, CONNECT T" ALUMPANEWITH 1-1/4" MIN. EMBED INTO CONCRETE OR FILLED BLOCK
SOUTHERN PINE 1/2" % 1-3/4" % .059" FORMED STEEL FLAPS AND 3/16" ALUM RIVETSGLUED TO PANEL AND SECURED TO SEE DETAIL ABOVE 1 5/B" MIN. EDGE DISTANCE INTO CONCRETE
0 55 S.GEND STILE WITH 3/16" POP RIVETS ® 12" O.C. 4" MIN EDGE DISTANCE IMO FILLED BLOCK
, CONCRETE 1'c 3000 PSI MIN.
1-7/8° % 2-5/8" % .045" STEEL EDGE _
i CENTER STILE, GLUED AND RIVETED - ~DISTANCE C-90 GROUT FILLED BLOCK I'm = 2000 PSI MIN.
TO PANEL W/ (4) 3/16" RIVETS
C 1 1/2" MIN
OP. �I PRIVETS ;\ >
#14 X 5/8" S.M.S.
4/ HINGE\
I
1.9" X 2.19" X 3.3" X .102" ANCHOR TYPE A OR 8
/(l) PER BRACKET
STEEL TRACK BRACKETS SEE SHEET 3 FOR BRACKET SPACING
SEE SHEET 3 FOR SPACING .
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7-1/2" X .071" GALV. STEEL .j 00 0 o a
CENTER HINGE 7-1/2" X 3" X .071" o
7/16" PUSHNUT
SECTION B -B END ROLLER HINGE r"
INSTALLED ON ROLLER SHAFT
Engr: JAVAD AHMAD womwi REVbdD of
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INTERIOR SIDE 1.82" DIA. X .50" STEEL ROLLERS (STD.) FIA. PEIVIL A 70592'I' �
STEEL TRACK 1.82" DIA. X .50" NYLON ROLLERS (OPTIONAL) C.A.N. 35 8 Aooepeemt No S- 3/ .0 r
14 GA. X 2-1/8" X 1" (STANDARD) 2.75' DIA. X .50" STEEL ROLLERS (OPTIONAL) Die o °u r
12 GA. X 3-5/16" X 1-1/2" (OPTIONAL) 2.75" DIA. X .SO" NYLON ROLLERS (OPTIONAL) v v
FASTENED TO TRACK PLATES my
W/ 1/4-20 X 5/8" TRUSS HD. WITH 5" STEM Mim1-�
SLOTTED M.S. & LOCK NUT drawing no.
MAR 0 2015 01 —09
sheet 2 of—5
`POP RIVETS
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.
.090 THK. GALV. STEEL ADJUSTABLE
SLIDE FASTENED TO BRACKET
,4W/ 5/16-18 X 3/4" HEX HEAD
M. SCREWS & NUTS.
TOP BRACKET
(STANDARD)
TOP BRACKET
(OPTIONAL)
LOW HEADROOM DOOR
X 1-5/8" LAG SCREWS INTO WOOD OR
5/16" SLEEVE ANCHORS
WITH 1-1/4" EMBED INTO MASONRY
3 PER BRACKET
-1/2" X 4-1/4" X 13 GA. STEEL PLATES
:D TO 1-1/2" X 1-1/2" X 14 GA. ANGLE
FASTENED TO TRACK
WITH (4) 1/4-20 SS. BOLT & NUTS
HORIZONTAL REINFORCEMENT
1/2" X 1-3/4" X .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
LOW HEADROOM DOOR OPTION
HORIZONTAL REINFORCEMENT
1/2" X 1-3/4" X .059" FORMED STEEL
GLUED TO PANEL AND FASTENED TO
VERTICAL STILES WITH
(2) 3/16" POP RIVETS
6" MEETING RIB
1.82" DIA. X .50" ROLLERS
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-ISOCYANU RATE
DENSITY = 2.0 PCF
N.O.A. #11-0926.06
OR
BY 'CELLOFOAM NORTH AMERICA'
DENSITY = 1.03 PCF
N.O.A. #10-1129.04
OR
BY 'INSULFOAM LLC'
DENSITY - 0.92 PCF
N.O.A. #14-0311.08
14 GA. GALV. STEEL
ROLLER HINGES FASTENED
W/ (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
12 GA. GALV. STEEL
BOTTOM BRACKET FASTENED
W/ (4) #14 X 5/8" SMS
BOTTOM SEAL OPTIONS
SEE SHEET 4
SECTION A—A
HORIZ. TRACK SUPPORT,
CENTER SUPPORT READ. ON DOORS
EXREEDING 8 FT. IN HEIGHT -
II II A I
II
II Ar_I
HORIZ. TRACK LENGTH = OPENING HEIGHT PLUS
4 GA. GALV. STEEL TRACK
2 X 2 X 1/8" HORIZ. ANGLE
SPOT WELDED TO HORIZ. TRACK
WITH TWO WELDS AT 1-1/2" APART
FIRST AT 3" O.C.
REST AT 9" O.C.
CONNECTED TO FLAG BRACKET ANGLE
W/ 3/8-16 X 3/4" BOLT & NUT
AND TO SPRING SHAFT GUIDE WITH
(2) 1/4-20 X 5/8" BOLT & NUT
VERTICAL TRACKf
2-1/8" X 1" X .080"
SECTION A—A
DOOR " SECTION HEIGHTS
I BRACKET PLACEMENTS
HEIGHT ISTI2ND3RDI4THI5THI
B1 82 I 83 I 84 I B5 86
B7
B8
6'-0" 18"118"
18'_118"
N/A'1"
TO 2" 11-3/4"1 23" 34" 45" 56"
67"
-
6'-6" 21"18"
18"'21"
N/A
1" TO 2" 11-3/4"1 23" 34" 45"__56"
67"
-
7'-0" 21" 21"
21"
21" N/A
1" TO 2" 11-3/4"' 23" 34" 45" 56"
67"
-
7'-6" '18" 18"
18"
18" 18"
1" TO 2" 11-3/4" 23" 34" 45" 56„
67
78_1/4"
8.-0" 21" 11
18"
18" 21"
1" TO 2"111-3/4" 23" I 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.
m
m _ 1.9" X 2.19" X 3.3" X .090"
STEEL TRACK BRACKETS
m �� 2-3/16" HIGH
CONNECTED TO TRACK WITH
T) 1/4" BOLTS &NUTS.
m -'
a
m
TRACK CONFIGURATION
VERTICAL LIFT HIGH -LIE[ STANDARD LIFT
LOW HEADROOM
DOUBLE TRACK
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01-09
Eshee 3
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2w1-1/2" MIN.
5 �/ (11C IIICT
2BY
WOOD
1/4" DIA. LAG SCRE'
AT 6" FROM ENDS
AND 19" O.C. MAX.
OPTION 'A'
4" DIA. LAG SCREWS
6" FROM ENDS
D 19" O.C. 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.
5/16" X 1 -5/8 -
LAG SCREWS
AT 12" O.C.
#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"
FORMED STEEL
W'STRIP ADAPTER
ALUMINUM
RUBBER
STEEL STRUCTURE BY OTHERS
MUST SUPPORT THE LOADS IMPOSED
BY DOOR SYSTEM
REINFORCEMENT
1/2" X 1-3/4" X .058"
FORMED STEEL
#8 X 1"
SELF DRILLING SCREWS
OR
3/16" 'RIVEX' STEEL RIVETS
MULTIGRIP W/ DOME HEAD
AT 48" O.C.
n O
W'STRIP ADAPTER
STEEL
W'STRIPPING
050�/� \1
.
22d 4 LLQ 534
1.750
� .040
700
.348
1.790 —j�
ANCHOR SPACING
_
ANCHORS
STRUCTURE
— —
EMBED
I SPACING
EDGE DIST.
_
3/8" HLC SLEEVE BY 'HILTI'
3 8" HLC SLEEVE BY 'HILTI'
FILLED BLOCK
1-1 4"
1 8"
4"
3/8" DYNABOLT BY 'ITW'
CONC.
1
3/8" DYNABOLT BY 'ITW'
FILLED BLOCK
1
3/8" POWER -BOLT BY 'POWERS'
CONC. 1
2"
8"
3/8" SLEEVE -ALL BY 'SIMPSONS'
CONC._
1-1/2"
1_ 8"
1-7/8"
CONCRETE Vc = 3000 PSI MIN.
C-90 GROUT FILLED BLOCK I'M = 2000 PSI MIN.
01 00
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0 Q J
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/ 5/16" DIA. BOLTS - _J
WOOD BUCK CONNECTION TO MASONRY J AT 1 WASHER &Nur - --�
AT 12" O.C. MAX.
PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO b EDGE DIST.
w
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH ��1/4" ULTRACON BY 'ELCO' WITH SPACING OFo16" O.C. INTO GROUT FILLED BLOCK WALL, WITH 2-1/4" MIN. EMBED>lK�° - - - z o o u
16" O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED i ti m " o
2-1/2" MIN. EDGE DISTANCE _1-1 4" X 2-1 2" X 14 GA p r w
11-1/2" 1-1/2" CONT. STEEL ANGLE 1 1-1/2"
1/4" TAPPER BY 'POWERS' WITH SPACING OF
14" O.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/2" MIN. EMBED 12 GA. GALV. STEEL — 2_1 8" X 1" X 14 GA. m o w k
16" O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED FLAT BRACKETS f3" LONG / a� o z Zi o
3" MIN. EDGE DISTANCE 1/16" X 2-1/2 _T WELDS AT 12" O.C. IN DOOR OPNC. GALV. STEEL TRACK z u a m m
ES
AT 12"FILD.C. MAX. W/ (2)EC1/40--2TRACK/8P TRUSS HD. �1
3/8" CONFLEX BY 'ELCO' OR AT NE O.C. ABOVE DOOR OPNG.
CONNECTED TO CONT. ANGLE SLOTTED M.S. &LOCK NUT
3/8" LCT '1WITH SPACING OF
24" O.C. INTO
30O 3000 PSI CONCRETE, WITH 2-1/2" MIN. EMBED W/ (3) SPOT WELDS AT EACH SIDE � v
2" MIN. EDGE DISTANCE0 N m o 0
CONTINUOUS ANGLE TRACK REVERSE TRACK CONTINUOUS ANGLE TRACK o
m
TO WOOD BUCK TO STEEL TO CONCRETE AND FILLED BLOCK .j
3/8" HLC SLEEVE BY 'HILTI' WITH SPACING OF
8" O.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/4" MIN. EMBED, 4" MIN. EDGE DIST.
18" O.C. INTO 3000 PSI CONCRETE, WITH 1-1/4" MIN. EMBED AND
2-1/2" MIN. EDGE DISTANCE ALTERNATE TRACK INSTALLATION n (�
PREPARATION OF JAMBS BY OTHERS Engr. JAVAD AHMAD g
CIVIL PROIxJI'f 6EVIS8D o a
Njm�� 0 1
FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFYFLA. PE # 70592
C.A.N. 3538
ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED �I�LbdD v n
BY DOOR SYSTEM. Acppunoe NO) 3( .OZ 8
FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF
RECORD, DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY
BUILDING OFFICIAL UPON INSPECTION. B! d Or wing no.
CoMl'd
MAXIMUM EXTERIOR(+) LOAD PER JAMB = (9.33' X 50 PSF)/2 = 233.3 Lbs per Ft. y, r D15 ho4r[f O . 1-09
IYI Imo_ _ —__—
MAXIMUM INTERIOR(-) LOAD PER JAMB = (9.33' X 60 PSF)/2 = 279.9 Lbs per Ft. (Sheet 4 of 5-
DOOR PANEL
24 GA. (.024) STEEL MIN.
7/16" DIA. WASHER
#8 X 3/4" SMS
1 1 I 0 3/8" FROM ENDS
AND 7" O.C. MAX.
1 L
! �t
(4) #8 X 3/4" SMS
® 1-3/8" FROM ENDS
AND 6-1/2" O.C. MAX.
1 :I
!I!
.175 X .062 DEEP
I!!I GROOVE
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Ili
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® 1-3/8" FROM ENDS
IIII I AND 6-1/2" O.C. MAX.
I
I.
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J_I \ #8 X SMS
® 3/8"" FROM ENDS
AND 7" O.C. MAX,
7/16" DIA. WASHER
DOOR PANEL
24 GA. (.024) STEEL MIN.
W
* PLASTIC COMPLIES WITH
CHAPTER 26 OF FBC
SEE EVIDENCE PAGE
21 3/4"
MAX
v o
�m
0
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* EXTERIOR FRAME * INTERIOR FRAME Q 00 0 j
RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION
IL ZN_ m.
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INSIDE ELEVATION
RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS
WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION
#a x 3/4" SMSC
® 3/8" FROM ENDS .175 X .062 DEEP
AND 4-1/2" O.C. MAX.] GROOVE I
DOOR PANEL] EXTERIOR
24 GA. (.024) STEEL MIN.
15/16" MIN. D.L. OPG.
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C.A.N. 3538
By PecdrKecalna drawing
I` 1-09
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FT
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INSIDE ELEVATION
RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS
WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION
#a x 3/4" SMSC
® 3/8" FROM ENDS .175 X .062 DEEP
AND 4-1/2" O.C. MAX.] GROOVE I
DOOR PANEL] EXTERIOR
24 GA. (.024) STEEL MIN.
15/16" MIN. D.L. OPG.
GLAZING BITE
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C.A.N. 3538
By PecdrKecalna drawing
I` 1-09
Cs 5Of 5