HomeMy WebLinkAboutNotice of AcceptanceMIAMI• 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.eov/economy
DAB Door Company, Inc.
12195 NW 981 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 03/0912015, 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 ofNOA.
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 I and evidence pages E-I 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
MU4M6DADE COUNTY
Expiration Date: July 21, 2020
is Approval Date: April 23, 2015
dQ- jlfi jZd Page 1
DAB Door Company, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 02-21, titled "24 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 # 11-04-14.12"
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., ReportNo. 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-114100, dated
01121/2011, signed and sealed by Candido F. Font, P,E.
"Submitted under NOA # 05-022& 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 10/3112003,
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 "Submitted under NOA # 14-0814.10"
1. Anchor verification -calculations prepared by Al-Farooq Corporation, dated 09/22/2014 and
07124/2014, 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-1
DAB. Door Company, 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 N6.13-0717.01, 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
Insulfoarn 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 ## OS-0228.02"
6. Test Report on Accelerated Weathering Using Xenon -Arc Light Apparatus Test per
ASTM G 15 5 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 'Pest, 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 51' 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
7-1/2" X 2-1/4" X 18 GA. -- PL
GALV. STEEL CENTER HINGE
0 w/ (4) #14 x 5/8" SMS \ `
WITHOUT. DELRON SLEEVE (STD.) 00
p 7-1/2" X 3" % .071" GALV. STEEL I
END ROLLER HINGE i 00
W/ (6) #14 X 5/8" SMS
WITHOUT DELRON SLEEVE (STD.)
WITH DELRON SLEEVE (OPTIONAL) 1 p
a 7-1/2" % 2-1�4" X .071" LOCH
GALV. STEEL C NTER HINGE W/ (4) b14 % 5/8" SMS /-2/ DOOR
WITH DELRON SLEEVE (OPTJONAL)
� 01
O
W % .15 THK. LATCH", `
CENTER HINGE STANDARD LOCK `
1 SPRING LOADED SLIDE. BOLT (BOTH SH)k
FASTENED W/ (4) #14 X 1/2" S.M.S.
----5/8" MIN. LOCK ENGAGEMENT
CONFORMS TO SECTION 1008 REGARDING
GARAGE DOORS r
-
.155 DIA. GALV. AIRCRAFT TYPE O
CABLE & NICO-PRESS SLEEVE�'\�`� ip �`� B
W/ MIN. 5 TO.1 SAFETY FACTOR
I I
2-3/4'W X 5-5/8"H X .090" THK.'` (� IDOOR
STEEL PLATE, 1-3/8" DEEP 1WITH (3) #14 X 3/4" � L)p iSELF DRILLING SCREWS
BRACKETBRACKET
STD. LIFT DOORW HEADROOM
OPTION i
TOTAL 0 OF
DOOR
'U' BARS AT
HEIGHT
CONSISTS OF
EACH DOOR
6'-6'
2 SECTIONS 18'
_
2 SECTIONS 21"
8'-9'
1 SECTION 18'
J SECTIONS_21`
7'
4 SECTIONS 21'
-
7'-3"
-
-
7'-G'
5 SECTIONS 18'
-
7'-9"
4 SECTIONS 18"
1 SECTION 21"
B'
3 SECTIONS 18'
2 SECTIONS 21'
8'-3'
2 SECTIONS 18"
3 SECTIONS 21"
W-6'
1 SECTION 18'
4 SECTIONS 21"
8'-9'
5 SECTIONS 21-
-
9'
8 SECTIONS 18'
-
9'-3'
S SECTIONS 18'
1 SECTION 21"
9'-6"
4 SECTIONS 18°
2 SECTIONS 21'
9'-8'
3 SECTIONS 18"
3 SECTIONS 21"
10'
2 SECTIONS 18'
4 SECTIONS 21'
10'-3'
1 SECTION 18"
NS 21'
10'-6"
6 SECTIONS 21"10'-9'
6 SECTIONS 18'N
21"
IV
5 SECTIONS 18'NS
21'
1V-3"
4 SECTIONS 18'NS
21"
USEN
11'-8'
J SECTIONS 18'NS
21"
11'-9"
2 SECTIONS 18'NS
21"12'
1 SECTIONS 18'NS
21'12'-3'
7 SECTIONS 21'
12'-6'
6 SECTIONS 18"
2 SECTIONS 21"
12'-9"
5 SECTIONS IB'
3 SECTIONS 21"
13'
4 SECTIONS 1B"
4 SECTIONS 21'
IS-3"
3 SECTIONS 18'
S SECTIONS 21'
13'-6"
2 SECTIONS 18'
5 SECTIONS 21"
13'-9'
1 SECTION 18'
7 SECTIONS 21"
14'
8 SECTIONS 21'
7
14'-3"
6 SECTIONS 18"
3 SECTIONS 21"
14'-6"
5 SECTIONS 18'
4 SECTIONS 21"
14'-0"
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'
-
16'
6 SECTIONS 18'
4 SECTIONS 2P
NUT- 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 STALE WITH
(6) #14 % 3/4" SELF DRILLING SCREWS
.SEE SHEET 3 FOR TOP BRACKET OPTIONS
CENTER STILES
SEE SCH. 'A'
OPTIONAL DOOR VIEWER
TO BE INSTALLED AT
ANY CENTER STILE
I F-r-jil I
I NO -III Irmiam 11.
7-7/8" X 3-1/8" X .010" ' OPTIONAL VENTS
STEEL PLATE (3) 5" WIDE AT 7" O.C. MAX.
WITH (4) #14 X 3/4" SOS OPNO. AREA NOT TO EXCEED 120 SO. IN.
CENTER STILE -
OUTSIDE
HANDLE
END STILE
4
LOCK BAR GUIDES '
INSTALLED ON END STILE
c
. WITH (4) #14 X 5/8" SMS
4
.18T X .6W LOCK DAR
ENGAGES IN TRACK
ON EACH SIDE OF DOOR
OUTSIDE KEYED LOCK
CENTER STILES
PO TIONAL
LOCK BAR LOCKING SHOWN
ITT
ALTERNATE TO
SPRING LOADED SLIDE BOLT
LOCKS SHOWN 'ABOVE
8'-0" TO
DOOR WIDTHS
10'-0" TO I V-I O" _ I
DOOR WIDTHS
OPTIONAL FLUSH FACE I
WOOD GRAIN DESIGN L A
INSIDE ELEVATION. DAB DOORS INC.
RAISED PANEL EMBOSSED DOOR Hurricane Master® Model
Max. Size 16'-2" X 16'-0" 1
High
_ With Window Lite Option
�J74 X 3/4" SELF DRILLING SCREWS MAY BE USED
N uEu aF pta x 5/B" SMS DESIGN PRESSURE RATING = + 36.0 PSF
THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT GENERAL NOTES — 44.0 PSF
I. 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).
SCHEDULE 'A' L E HOW ILS
CENTER STILES CONFIGURATION
DOOR WIDTHS
8 OF CENTER STILES
W-0" TO W-10"
2
10'-0' TO 11'-10"
12'-0' TO 13'-10"
3
14'-O" TO IS'-10"
15'-11" TO I6'-2'
--5
2, ANCHORS SHAL B AS LISTED, SPACED AS S N ON DETA
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 SHOWNAN
THESE DETAILS ARE NOT PART OF THIS APPROVAL.
5, A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY
BOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA
BUILDING CODE, TAS-202, TAS-201 & TAS-203 FOR HVHZ AND
rl
I=11-=--fl
DOOR WIDTHS
,moo m ICI ICI. .�I ®®.0. �.® II I Wes'
12'-0" TO 13'-10"TO 16'-2"
DOOR WIDTHS DOOR WIDTHS
FLA. PE 70592
CA.N. 38
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Amplie`ldatt�ctoec���'
am No00
I or
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rowing no.
02-21
.055" v 2-1/4" X 3/4" X 2"
- -- GALV STEEL U.BAR REINFORCING TRUSS
a, BOTTOM OF PANEL TRUSS FASTENED
TO
VERROAL INTERMEDIATE STILES W/ TWO
H14 X 5/8" S.M.S, AND TO END STILE
- -
X 3/4" SELF DRILLING S.
Z
-
L#W/FOUR14
UU'
z
� U
_
.2 LL
kz
1ST SECTION (BOTTOM)
INTERMEDIATE SECTION TOP SECTION
-,OPTIONAL
STOP MOULDING '
BY DOOR INSTALLER
STEEL TRACK BRACKET FASTENED
TO WOOD JAMB WITH
14 % 5/8" SMS
5/16" X 1-5/8" LAG SCREW
_
6 PER HINGE
_ (FULLY THREADED)
HEX,WASHER HEAD TYPEA
1/2" X 1-3/4" X ,058" FORMED STEEL
ONE PER BRACKET
CLUED TO PANEL AND SECURED TO
END STILE WITH (4), 3/16" POP RIVETS
SOUTHERN PINE `.a�
1-7/8" X 2-5/8" X .049" STEEL
0.55 S. "
CENTER STILE, GLUED AND RIVETED
PANEL W/,(4) 3/16" RIVETS 3/16"
MIN.
�TO
S.M.S. POP RIVETS
11-
DIST.
rIf 4/1HINGE/8"
24 GA. STEEL PANEL -
�U
m
FLAPS BENT OVER PANEL
0kk
1
GG
�O 3
1 /2" PUNCHED HOLES) I`
® 4" D.C.
�a
C
I
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Y�
F
dui
3/16" POP RIVETS
AT 4" D.C.
(6) FOR 21" STILES a)
(5) FOR 18" STILES M
.024" STL. PANEL
END STILE
N
> M
¢
OUTSIDE OF ODOR
LLi
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8
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it
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SOLID BRASS DOOR VIEWER
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BY 'SCHLAGE SECURITY HARDWARE'
3/4" X 2" X 2-1/2" X .049" STEEL END STILE, CONNECT TO PANELS WITH INSTALLED. IN 9/16" DIA. HOLES IN CENTER STILE
FLAPS AND (5) OR (6) 3/16" ALUM RIVETS POSITIONED AT EYE LEVEL
SEE DETAIL ABOVE
ANCHORS AT TRACK BRACKET: z
EDGE 3/8' DIA, POWER -BOLT BY 'POWERS' o n 17 n
DISTANCE A) 2" MIN. EMBED INTO CONCRETE (3000 PSI MIN.) o
2" MIN. EDGE DISTANCE 3�3
° I j/e' Dla HLC SLEEVE BY 'HILTI' U
1-3/18c�
°' 1e'°e, I• I B) 1-1/4" MIN. EMBED INTO 'CONCRETE OR FILLED BLOCK
2-1/4" MIN. EDGE DISTANCE INTO CONCRETE
I 1-3/16"4" MIN. EDGE DISTANCE INTO FILLED BLOCK
�i 1 � o v a m
CONCRETE Vc - 3000 PSI MIN.
C-90 GROUT FILLED BLOCK I'm = 2000 PSI MIN. '0
1.9" X 2.19" X 3.3" X .090" ANCHOR TYPE A OR B n x_
STEEL TRACK BRACKETS 1 1 I I I PER BRACKET 0
SEE SHEET 3 FOR SPACING $E(I) E SHEET 3 FOR BRACKET SPACING
o
I I En9r: )ACM AHMAD af�U�'i'ilGNEWB� o
-6 PE 70592 �copril •IIUII�M il011d� �i I 3zi
7-1 2" X •050" 7-11 2" X .071" 1/4-20 SS BOLT CA.N. 78 BALiI�
/ INTERIOR SIDE / & NUT a GALV. STEEL END ROLLER HINGE
STEEL TRACK CENTER HINGE O
14 GA. X 2-1/8" X 1" (STANDARD) 1.82" DIA. % .50" STEEL ROLLERS (STD.) drawing no.
12 GA. % 3-5/16" % I-1/2" (OPTIONAL) 7/B" PUSHNUT 1.82" DIA. X .50" NYLON ROLLERS (OPTIONAL roi Q .Q15 r'�
FASTENED TO 8"TRTRACK PLATES INSTALLED ON ROLLER SHAFT 2.75" DIA. X .50" STEEL ROLLER (OPTIONAL — OG
W/ 1//4-2D X M.S.TRUSS UTD. 2.75" DIA. X .50" NYLON ROLLERS (OPTIONAL)
SLOTTED .S. &COCK NUT SECTION B-B WITH 5" STEM sheet 2 of 5
RIVETS
5/16" X 1-5/8" LAG SCREWS INTO WOOD OR
2-3/4" X 5-1/2" X 3" X .104"
• 5/16" SLEEVE ANCHORS
GALV. STEEL
WITH 1-1/4" EMBED INTO MASONRY
SOP ROLLER BRACKET ON EACH SIDE
3 PER BRACKET
FASTENED W/ (6) # 14 X 5/8' S.M.S.
14 GA. GALV. STEEL ADJUSTABLE
SUDS FASTENED TO BRACKET
2-1/2" % 4-1/4" % 13 GA. STEEL PLATES
8 X HEX HEAD
�M.
WELDED TO 1-1 2 X,1-1/2" X 14 GA. ANGLE
/ FASTENED TO TRACK "
NUTS.
M. SCREWS &NUTS.
CREWS
WITH (4) 1/4-20 SS. BOLT &NUTS
TOP BRACKET
(STANDARD) TOP. BRACKET %
.J (OPTIONAL) -
LOW HEADROOM DOOR
,
HORIZONTAL REINFORCEMENT
1/2" X 1-3/4" X .058" FORMED STEEL
-
-GLUED TO PANEL AND FASTENED TO
VERTICAL STILES WITH
(2) 3/I6" POP RIVETS
2" X 5-1/2" X..104'
GALV. STEEL
FASTENED W/ (4) # 14 X 5/8" S.M.S.
TOP ROLLER BRACKET FOR
Low HFAnRnnM nnnR nPTInN
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 'DYPLA T PRODUCTS LLC'
EPS-EXPANDED POLYSTYRENE
DENSITY - 1.05 PCF
N.OA. #11-0926.07
OR
ISO-25 POLY-ISOCYANURATE
DENSITY = 2.0 PCF
___N.OA. #11-0926.06
OR
BY 'CELLOFOAM NORTH AMERICA'
DENSITY - 1.03 PCF
N.O.A. #10-1129.04
OR
BY 'INSULFOAM LI_C'
. DENSITY = 0.92 PCF
\N.O.A. #14-0311.08
14 GA. GALV. STEEL
W/ (6) NI 14 X 5/8E 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
12 GA. GALV. STEEL
BOTTOM BRACKET FASTENED
W/ (4) #14 X.5/8" SMS
BOTTOM SEAL OPTIONS
SEE SHEET 5
SECTION A -A
SEE SHEET 2 FOR LOCATION
OF REINFORCING TRUSSES
HORIZ. TRACK SUPPORT.
CENTER SUPPORT READ. ON DOORS
EXREEDING 8 FT. IN HEIGHT
it II A
II A_-J
HnPI7 TRACu I FNr'TH = nPFNING HEIGHT PLUS
14 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 ART
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 jF
2-1/8" % 1" X .080"
SECTION A -A
DOOR
- SECTION .HEIGHTS
I BRACKET PLACEMENTS
HEIGHT
1ST
2ND
3RD
4TH
5TH
81
1 B2
133
84
I 85
136
87
B8
8"
N/A
1" TO 2"
11-3/4"
23"
34"
45"'
S6"
67"
-
6'-6"
1"
N/A
1" TO 2"
11-3/4"
23"
34"
45"
56"
67"
-
7'-0"
a8l
1"
N/A
1"TO 2"
11-3/4"
23"
J4"
45"
56"
67"B"18"
1" TO 2"
11-3/4"
23"
34"
45"618"
2d ".
1" TO 2"
11-3/4"
2J"
34"
45"
56"'
67"
78-1/4"
-SECTIONS ARE NUMBEKGU WMIINV AI IML n IUM
FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10" O.C.
1.9" X 2.19" X 3.3" X .090" Z
STE& TRACK BRACKETS /
nm 2-3/16" HIGH /
CONNECTED TO TRACK WITH
1/4' BOLTS & NUTS.
m
a)
m
TRACK CONFIGURATION
VERTICAL LIFE dIGH L1Q STANDARD LIFT LOW HEADROOM
DOUBLE TRACK
AVAILABLE. TRACK OPTIONS
Engr: JAVAD AHMAO
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02-21.
z_ 1-1/2"MIN.
s GL>
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2BY
WOOD
t�'-Y--
1/4" DIA. LAG SCREAT 6" FROM ENDSAND IS' O.C. MAX.
Do
1/4" DIA. LAG SCREWS
AT'6' FROM ENDS
AND 15" O.C. MAX.
OPTION 'A' \�—_Y OPTION '8\�__y
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.
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
1/4" ULTRACON BY 'ELCO' WITH SPACING OF
12" O.C. INTO GROUT FILLED BLOCK WALL, WITH 2-1/4' MIN. EMBED
INTO
13" O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED
2-1/2" EDGE DISTANCE
11-1/2"
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. NTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED
3" MIN. EDGE DISTANCE
3/e" CONFLEX BY 'ELCO' OR
3/e" LOT BY 'ITW' WITH SPACING OF
23" O.C. INTO 3000 PSI CONCRETE, WITH 2-1/2" MIN. EMBED
3" MIN. EDGE DISTANCE CONTINUOUS
ANGLE TRACK
3/8" HLC SLEEVE BY 'HILTV WITH SPACING OF IO WOOD
BUCK
10 O.C. INTO GROUT FILLED BLOCK WALL, WITH MIN, EMBED. 4" MIN. EDGE DIST.
,1-1/4'
15' O.C. INTO 3000 PSI CONCRETE, WITH 1-1/4" MIN. EMBED AND
2-1/2" MIN. EDGE DISTANCE
PREPARATION OF JAMBS BY OTH RS
FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY
ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED
BY DOOR SYSTEM.
FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF
RECORD, DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY
BUILDING OFFICIAL UPON INSPECTION.
MAXIMUM EXTERIOR(+) LOAD PER JAMB (16.16' X 62 PSF)/2 291 Lbs par FL.
MAXIMUM INTERIOR(-) LOAD PER JAMB (16.16' X 44 PSF)/2 355.5 Lbs per FL.
1/16" X 2-1/2"
FILLET WELDS
AT 12"'O.C. MAX.
R8 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
:INFORCEMENT
'2' X 1-3/4" X .058"
IRMED STEEL
p8 x I -
SELF DRILLING SCREWS z
OR
3/16" 'RIVEX' STEEL RIVETS
MULTIGRIP W/ DOME HEAD
AT 48" O.C. C
IL
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W'STRIP ADAPTER o WW pt
ALUMINUM STEERIP ADAPTER 0 k 7 Q
LLQ
Fr
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RUBBER W'STRIPPINGT RUBBER W'STRIPPING Cr C
050 D7
LL
1.790 y g
,224 -IIS �J IS �J.J 4 p •040 348 lil'S.'jj 5�
F�-.1.750 � -�
STEEL STRUCTURE BY OTHERS
MUST SUPPORT THE LOADS IMPOSED
BY DOOR SYSTE[[[IM
5/16" DIA. BOLTS
FWITH WASHER & NUT
AT 12" O.C. MAX.
1-1/2"
REVERSE TRACK
TO STEEL
ALTERNATE TRACK INSTALLATION
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
8'
3-3 4
3 8' DYNABOLT BY ITW'
CONC.
1-1"2'
6"
_ 2-1 2'
3 B POWER -BOLT BY POWERS
CONIC_
2"
1-
.3/8- SLEEVE -ALL BY SIMPSONS
CONC, _
1-1 2'
_ 8"
3_.
CONCRETE Ft - 3000 PSI MIN.
C-90 GROUT FILLED BLOCK I'm = 2000 PSI MIN.
\"' .o
w" X 2-1/2" X 14 GAIF STEEL ANGLE I1-1/2'
12 GA. GALV. STEEL
FLAT BRACKETS t3' LONG
2-1 /e" X I" X 14 GA.
AT 12" O.C. IN DOOR OPNG.
GALV. STEEL TRACK
AT 18" O.C. ABOVE DOOR OPNC.
FASTENED TO TRACK PLATES
CONNECTED TO CONT. ANGLE
W/ (2� 1/4-20X5/8" TRUSS HD.
W/ (3) SPOT WELDS AT EACH SIDE
CONTINUOUS
IQ CONCRETE
SLOTT 0 .4. & LOCK NUT
ANGLE TRACK
AND FILLED BLOCK
gr: JAVAD AHMAD o
CIVIL PRDDUCFRENEWED S
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2015
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DOOR PANEL
24 GA. (.024) STEEL MIN.
7/16" DIA. WASHER
1
#8 X 3/4" SMS
At
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II
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A 'III
1
11 AND 7" O.C. MAX.
III I I
,
11 (4) #8 X 3/4" SMS
I�11
I e 1-3/8" FROM ENDS
IIII
i �� AND 6-1/2" O.C. MAX.
L III
I
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BY 'SABIC INNOVATIVE PLASTICS'
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III
1
II I I
I it (4) #8 X 3/4" SMS
I ® 1-3/8" FROM ENDS
I
I III
I
I AND 6-1/2" O.C. MAX.
8
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1 98 X 3/4" SMS
"'� a 3/8" FROM ENDS
_
AND 7' O.C. MAX.
7/16" DMA. WASHER
DOOR PANEL
\.
24 GA. (.024) STEEL MIN.
* PLASTIC COMPLIES WITH
CHAPTER 26 OF FBC
SEE EVIDENCE PAGE
.500 250 U
N
1.765 1.725 a g
1.144 41
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INSIDE ELEVATION
RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS
WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION
d8 X 3/4" SMS C '
0 3/5" FROM ENDS .175.X .062 DEEP
AND 4-1/2" O.C. MAX. ` GROOVE I
\I
____ Engr: JAVAD AHMAD PR�%' RENEWED Ro.
- - - - - - - - - CIVIL L r dw _
5 2
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DOOR PANEL EXTERIOR vo
24 GA. (.024) STEEL MIN. 15/16" MIN. D.L. OPG. c 15 CO� drawing no.
GLAZING BITE - 02_21
WINDOW WIDTH ,
sheet 5 of 5