HomeMy WebLinkAboutProduct ApprovalMIAM1•DADE
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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.miamid aade.eovleeonomv
DAB Door Company, Inc.
12195 NW 9811 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 Bade 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) preserve 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. ICER 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 Mater Model 8241811 Steel Sectional Garage Door up to 16'-2" w/
Window Lite Option (DP +48.0,-52.0 PSF)
APPROVAL DOCUMENT: Drawing No. 98-05, titled "24 GA. Roll Formed Steel Sectional Garage
Door", dated 02/23/1998, with last revision L dated 03/05/2015, sheets 1 through 6 of 6, 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, inodel/series
number, the positive and negative design pressure rating, indicate impact rated if applicable, installation
instruction drawing reference number, approval number (NOA), the applicable test standards, and the
statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track,
bottom angle, or inner surface of a panel.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for
sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of
this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety_
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA # 14-0814.08 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. 15-0302.01
h1lAM4DADECou?dTY Expiration Date: July 21, 2020
} 15 Approval Date: April 23, 2015
Aio 111 J -V Page 1
7-1/2" X 2-1/4" X 18 GA, TOP FIXTURE 5-1/2' X 2-3/4" X 0.1'
CALV STEEL CENTER HINGE PUSH NUT STEEL PLATE WITH ONE 5/I6 -I8 MS W/ NUT OPTIONAL DOOR VIEWER
W/ (4) #14 X 5/8' SMS '�O
O �t FASTENED TO EMD STILE WITH TO 8E INSTALLED AT
WITHOUT DELRON SLEEVE (STD.) CREWS ANY CENTER STILE
O 7-1/2' X 3" X 071" GALV. STEEL !r` p® --y1 SE£ SHEET 4/FOR TOP SELF DBRACKET RILLING SOPTIONS
END ROLLER HINCE 1
W/ (6) $14 X 6/8" SMS l _ CENTER STILES A
SEF 5041. 'A'
WITHOUT DELRON SLEEVE (SrI p r
WITH DELRON SLEEVE (OPTIONAL)
7-1/2' X 2-1/4"5/ X MS ) / _
CAIN. STFFI. CENTER HINGE + J�'I IIj�JILII1,IIhI�III
0 W/ (4) #14 X 5/8' SMS _LOCK I ry
0 WITH DELRON SLEEVE OPTIONAL 2 p00R +
ENTER HINGEtr Q`'— I" W X`15 THK. LATCH - - -- —'
---
—..
STANDARD LOCK
+ SPRING LOADED SLIDE BOLT (BOTH SKIES), n
` /I,
� FASTENED WI (4) X14 K 1/2 J
_— 47 •� _sl __ I r�
5/8" MIN. LOCK ENGAGEMENT __.__ _. _ B
CONFORMS TO SECTION 1008 REGARDING '. I
GARAGE DOORS k m
,158 DIA. CALV. AIRCRAFT TYPE
GABLE & MCO -PRESS SLEEVE a
W/ MIN, 5 TO 1 SAFETY FACTOR
7"X 3"X0.1"
STEEL PLATE
WITH (4) 014 X 3/4"
SELF DRILLING SCREWS
O
BRACKET
STD. LIFT POOR
TOTAL p or
:z
LOW BRACKET ADROOM
DOOR OPTION
EACH DOOR / 7-7/8" X 3-1/8" X .810" r OPTIONAL VENTS
LLL STEEL PLATE (3) 5' WIDE AT 7" O.C. MAX.
WITH (4) #14 X 3/4" SDS OPNC. AREA NOT TO EXCEED 120 S0. IN.
10'-0 'TO 11'-10" - J
DOOR WIDTHS
IAL FLUSH FACE
GRAIN DESIGN
INSIDE ELEVATION
RAISED PANEL EMBOSSED DOOR
IN14 X 3/4" SELF DRILLING SCREWS MAY BE USED
LIEU OF J14 X 5/8" SMS J
THIS PRODUCT IS (tATEO FOR LARGE MISSILE IMPACT
SCHEDULE 'A'
CENTER WILES CONFIGURATION
DOOR WIDTHS 4 OF CENTER STILES
6'-0" TO 9'-10' _ 2
10'-O" TO I I'-10' 2
l4'-0' TO 16'-10' 4
15'-11' TO 16'-2' 55{J�j --
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��14'-0" TO 15'-10' _-0" TO 15'-10` -�
DOOR WIDTHS
JA
DAB DOORS INC.
Hurricane Master'R' Model 824/811
Max. Size 16'-2" X 16'-0" High
With Window Lite Option
DESIGN PRESSURE RATING = + 48.0 PSF
- 52.0 PSF
GENERAL NOTES I
1. THIS PRODUCT HAS OLE.N DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE FLORIDA DUILOING CODE (FBC) FIFTH EDITION (2014)
INCLUDING HIGH VELOCITY HURRICANE ZONE (KVHZ),
2. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS.
ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
DRESSING OR STUCCO.
a 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 DESCN OF ANCHORS INTO WOOD ONLY
DOOR TESTED IN ACCORDANCE WITH THE REOUIREMENTS OF FLORIDA
I
3 CENTER STILE
TAS -203 FOR HVHZ AND
OUTSIOL
] END 571E F
— HANDLE
Ergr; JAVAD AHMAD
I
, LOCK BAR GUIDES
4
FU. PE 92
- INSTALLED ON ENO STILE
o
a>o*A%whh Wen w.
WITH (4) #14 X 5/8" SMS
c,.0 1, 0 01
Q
.TBT X .6W LOCK DAR
-
ENGAGES IN TRACK
-
ON EACH SIDE OF DOOR CENTER STILES
OU SIDE KEYED LOCK
T
OR
BAR LOCKING SHOWN5
I14LOCK
ALTERNATE TO
SPRING LOADED SLIDE BOLT
3•..0" TO 9'-1b'
LOCK5 SHOWN A80vE
gj
ODOR WIpTH5
10'-0 'TO 11'-10" - J
DOOR WIDTHS
IAL FLUSH FACE
GRAIN DESIGN
INSIDE ELEVATION
RAISED PANEL EMBOSSED DOOR
IN14 X 3/4" SELF DRILLING SCREWS MAY BE USED
LIEU OF J14 X 5/8" SMS J
THIS PRODUCT IS (tATEO FOR LARGE MISSILE IMPACT
SCHEDULE 'A'
CENTER WILES CONFIGURATION
DOOR WIDTHS 4 OF CENTER STILES
6'-0" TO 9'-10' _ 2
10'-O" TO I I'-10' 2
l4'-0' TO 16'-10' 4
15'-11' TO 16'-2' 55{J�j --
��
��14'-0" TO 15'-10' _-0" TO 15'-10` -�
DOOR WIDTHS
JA
DAB DOORS INC.
Hurricane Master'R' Model 824/811
Max. Size 16'-2" X 16'-0" High
With Window Lite Option
DESIGN PRESSURE RATING = + 48.0 PSF
- 52.0 PSF
GENERAL NOTES I
1. THIS PRODUCT HAS OLE.N DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE FLORIDA DUILOING CODE (FBC) FIFTH EDITION (2014)
INCLUDING HIGH VELOCITY HURRICANE ZONE (KVHZ),
2. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS.
ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
DRESSING OR STUCCO.
a 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 DESCN OF ANCHORS INTO WOOD ONLY
fiU®
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REFER TO SHEET 2 . 12'-0' TO 13'-14" 15'-11" TO 16'-2"
FOR U -BAR PLACEMENT DOOR WIDTHS DOOR WIDTHS
DOOR TESTED IN ACCORDANCE WITH THE REOUIREMENTS OF FLORIDA
I
8UILDING CODE, US -202, TAS -201 &
TAS -203 FOR HVHZ AND
ASTM E1686-KIS/ASTM E1995-09.
Ergr; JAVAD AHMAD
CML
FU. PE 92
PROCKJCT RP&'WED
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REFER TO SHEET 2 . 12'-0' TO 13'-14" 15'-11" TO 16'-2"
FOR U -BAR PLACEMENT DOOR WIDTHS DOOR WIDTHS
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ROLL FORMED STEEL SIECBONk GARAGE DR.11 AL-FAROOQ CORPORATION
Vi ciescno i sMEEr ENGINEERS& PRODUCT DEVELOPMENT
nndale
1T, 0 %011 t on A DOORS INC
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Or o- 1235 &W. 67 AVE
THS SFer 12195 V.W.98 IH.AV MIAMI. FLORIDA 33174
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'K 11.07.14 NO CW&a TRIS N
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1ST SECTION (8011`TOM2
REINFORCING
STEEL TRACK BRACKET FASTENED
TO WOOD JAMB WITH
5/16" X 1-5/8" LAG SCREW
(FULLY THREAOEO)
HEX WASHER HEAD IYPE A
SOUTHERN PINE
0.55 S.G
a4.
N
1.9" X 2.19" X 3.3" X .090"
STEEL TRACK BRACKETS -
SEE SHEET 3 FOR SPACING
STEEL TRACK
14 GA. X 2-1/8" X 1" (STANDARD)
12 GA. X 3-5/16" X 1-1/2" (OPTIONAL)
FASTENED TO TRACK PLATES
W/ 1/4-20 X5/8- TRUSS HD.
SLOTTED M.S. k LOCK NUT
INTERMEDIATE SECTIONS
REINFORCING
STOP MOULDING
INSTALLER
'14 X 5/8" SMS
6 PER HINGE
1/2' X 1-3/4" X .OM" FORMED STEEL
CLUED TO PANEL AND SECURED TO
I END STILE WIT" (4) 3/16" POP RIVETS
1-7/8" X 2-5/8" X .049" STEEL
�-CENTER STILE. GLUED AND RIVETED
TO PANEL W/ (4) 3/16' RIVETS POP
14 X 5/8" S.M.S.
F 4/ HINGE
USE REINFORCING 'U' BAR AT
TOP SECTION ONLY AT
FOUR SECTION DOORS
24 GA. STEEL PANEL
FLAPS BENT OVER PANEL
V C
1/2" PUNCHED IIOLES_f I
U 4" O.C.
0.
I /
I
t
� I
3/16" POP RIVETS
AT 4" O.C.
(6) FOR 21 STILES
(5) FOR 16 STILES/
t6 CA. X 2-1/4" X 3(4" X 2"
GALV. STEEL U.DAR REINFORCING TRUSS
TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES
W/ TWO R 14 X 5/8" S.M.S. AND TO END STILE
W/ FOUR # 14 X 3/4" SELS ORILUNG SCR.
TOP SECTION
3/4" X 2" X 2-1/2" X .049" STEEL
ENO STILE, CONNECT TO PANELS WITH
FLAPS AND (5) OR (6) 3/18" ALUM RNETS
SEE DETAIL ABOVE
t-ENOSTILE
r024" STL. PANEL
L lI� T 4ff7E�:h,- OUTSIDE OF DUO
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Gta �>
SOLID BRASS DOOR VIEWER
BY 'SCHLAGE SECURITY HARDWARE'
EDGE INSTALLED W 9/16" DIA. HOLES IN CENTER STILE
DISTANCE POSITIONED AT EYE LEVEL
e� 1
�J
3/8" POWER-90LT BY 'POWERS'
2' MIN. EMBED INTO CCNC.
2' MIN. EDGE GIST.
ONE PER BRACKET
SEE SHEET 3 FOR BRACKET SPACING
I " " Engr: JAVAO AHMAO
W y()tl CIVIL
1 FIA. PE 70597
1/4-20 SS BOLT CA 38
7 t/2" x osG' INTERIOR SfDE 7-1/2 X .071 & NUT
GALV. STEEL END ROLLER HINGE
CENTER HINGE
�7/e° PUSHNUT 1.82" CIA. X .50" STEEL ROLLERS (STD.)}(
INSTALLED ON ROLLER SHAFT 12,875'" UA. X . 0" SYLON ROLLERS TEEL ROLLERS (OiPT10NAL)— 3 0 2015
SECTION R -R 2.75" DIA. X .50" NYLON ROLLERS (OPTIONAL)
WITH 5" STEM
PRODUUT RENEWED
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By
mi.4-9 (},per
16 GA. X 2-1/4' X 3/4" X 2"- �1—
GALV. STEEL 9AR REINFORCING TRUSS
X 3/4" X 2"
® BOTTOM OF PANEL TRUSS FASTENED TO
STEEL U.WIt REINFORCING TRUSS
VERTICAL INTERMFPUITE STILES W/ TWO
TRUSS
TRUSS FASTENEO TO VERTICAL INTERMEDIATE STILES
#14 X 5/6" S.M.S- AND TO END STILE
W/ TWO (/ 14 % 5/8" S.M.S ANO TO END STILE
W/ FOUR #14 X 3/4" SELF DRILLING &
W/ FOUR 0 14 X 3/4" SELF DRILLING SCR.
1/2" X 1-3/4" X 16 GA
OPEN TUBE
0. TOP & BOTTOM
OF FACH PANEL \t
1ST SECTION (8011`TOM2
REINFORCING
STEEL TRACK BRACKET FASTENED
TO WOOD JAMB WITH
5/16" X 1-5/8" LAG SCREW
(FULLY THREAOEO)
HEX WASHER HEAD IYPE A
SOUTHERN PINE
0.55 S.G
a4.
N
1.9" X 2.19" X 3.3" X .090"
STEEL TRACK BRACKETS -
SEE SHEET 3 FOR SPACING
STEEL TRACK
14 GA. X 2-1/8" X 1" (STANDARD)
12 GA. X 3-5/16" X 1-1/2" (OPTIONAL)
FASTENED TO TRACK PLATES
W/ 1/4-20 X5/8- TRUSS HD.
SLOTTED M.S. k LOCK NUT
INTERMEDIATE SECTIONS
REINFORCING
STOP MOULDING
INSTALLER
'14 X 5/8" SMS
6 PER HINGE
1/2' X 1-3/4" X .OM" FORMED STEEL
CLUED TO PANEL AND SECURED TO
I END STILE WIT" (4) 3/16" POP RIVETS
1-7/8" X 2-5/8" X .049" STEEL
�-CENTER STILE. GLUED AND RIVETED
TO PANEL W/ (4) 3/16' RIVETS POP
14 X 5/8" S.M.S.
F 4/ HINGE
USE REINFORCING 'U' BAR AT
TOP SECTION ONLY AT
FOUR SECTION DOORS
24 GA. STEEL PANEL
FLAPS BENT OVER PANEL
V C
1/2" PUNCHED IIOLES_f I
U 4" O.C.
0.
I /
I
t
� I
3/16" POP RIVETS
AT 4" O.C.
(6) FOR 21 STILES
(5) FOR 16 STILES/
t6 CA. X 2-1/4" X 3(4" X 2"
GALV. STEEL U.DAR REINFORCING TRUSS
TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES
W/ TWO R 14 X 5/8" S.M.S. AND TO END STILE
W/ FOUR # 14 X 3/4" SELS ORILUNG SCR.
TOP SECTION
3/4" X 2" X 2-1/2" X .049" STEEL
ENO STILE, CONNECT TO PANELS WITH
FLAPS AND (5) OR (6) 3/18" ALUM RNETS
SEE DETAIL ABOVE
t-ENOSTILE
r024" STL. PANEL
L lI� T 4ff7E�:h,- OUTSIDE OF DUO
IIII t
Gta �>
SOLID BRASS DOOR VIEWER
BY 'SCHLAGE SECURITY HARDWARE'
EDGE INSTALLED W 9/16" DIA. HOLES IN CENTER STILE
DISTANCE POSITIONED AT EYE LEVEL
e� 1
�J
3/8" POWER-90LT BY 'POWERS'
2' MIN. EMBED INTO CCNC.
2' MIN. EDGE GIST.
ONE PER BRACKET
SEE SHEET 3 FOR BRACKET SPACING
I " " Engr: JAVAO AHMAO
W y()tl CIVIL
1 FIA. PE 70597
1/4-20 SS BOLT CA 38
7 t/2" x osG' INTERIOR SfDE 7-1/2 X .071 & NUT
GALV. STEEL END ROLLER HINGE
CENTER HINGE
�7/e° PUSHNUT 1.82" CIA. X .50" STEEL ROLLERS (STD.)}(
INSTALLED ON ROLLER SHAFT 12,875'" UA. X . 0" SYLON ROLLERS TEEL ROLLERS (OiPT10NAL)— 3 0 2015
SECTION R -R 2.75" DIA. X .50" NYLON ROLLERS (OPTIONAL)
WITH 5" STEM
PRODUUT RENEWED
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By
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"-(STANDARD) TOP BRACKET
(OPTIONAL)
LOW HEADROOM DOOR
\HORIZONTAL REINFORCEMENT
1/2" X 1-3/4" X .058' FORMED STEEL
CLUED TO PANEL AND FASTENED TO
VERTICAL STILES WITH 2" X 5-1/2" X ,104^
(2) 3/16" POP RIVETS GAIN, STEEL
FASTENED W/ (4) Y 14 X B/B" 5.M.5..
7UP R LLER BRACKET FOR
LOW HEADROOM DOOR OPTION
HORIZONTAL REINFORCEMENT
1/2" X 1-3/4" X .058' FORMED STEEL
GLUED TO PANEL AND FA5ENEC TO
ii VERTICAL STILES WITH
(2) 3/16" POP RIVETS
l
—5/I6" MEETING RIB
+� 1.82" DIA. X .50" STEEL ROLLERS
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OPTIONAL INSULATION5:
ax_ VYP.IAsT PRODUCTS LLC'
EPS -EXPANDED POLYSTYRENE
DENSITY = 1.05 PCF
N.O.A. #11-0926.07
_�. OR
—Y_ - ISO -25 POLY--ISOCYANURATE
DENSITY - 2.0 PCF
N.O.A. # 11-0926.06
OR
J _ _ DY 'CFI I OFOAM NQRTH AMFMGA'
DENSITY 1.03 PCF
N.C.A. (J 10-1129.04
OR
BY
' 'NSI 11 F U C'
DENSITY - 0.92 PCF
NA.A, #14-0311.05
-- - \ 14 GA. CALV. STEEL
ASTENED
W/ (6) �HI14 NGES 5/8' SMS
I.
MIN. .024' RGLL FORMED STEEL PANEL
DRAWING DUALITY G-40
MIN YIELD STRENGTH - 39 KSI
WITH PRIMER AND BAKED --ON
POLYSTER PAINTED LOP COAT
APPLIED TO BOTH SIDES OF STEEL
N
12 GA. GALV. STEEL
BOTTOM BRACKET FASTENED
W/ (4) A 14 X 5/8' SMS
O BOTTOM SEAL OPTIONS
SEE SHEET 5
SECTION A -A
SEE SHEET 2 FOR LOCATION
OF REINFORCING TRUSSES
0g
0
L_
HORIZ, TRACK SUPPORT,
CENTER SUPPORT REOD. ON DOORS
EXSEEDING 8 FT. IN HEIGHT
A-,
ii
A�J
=. OPENING HEIGHT PLUS 12"
'14 GA. CALM. STEEL TRACH
1-1/2" X 1/2" X 1/8- HORIZ. ANGLE
U
5/16" X T-5/8" LAC SCREWS INTO WOOD OR
2-3/d" % 5-1/2° X 3" X .104"
WITHOUT INSULATION OR WINDOWS.
5/I6" SLEEVE ANCHORS
GAILY. STEEL
TOP ROLLER BRACKET ON EACH SID£
WITH 1-1/4" EMBED INTO MASONRY
FASTENED W/ (6) # 14 X 5/8" S.M.S.
- -
3 PER BRACKET
090 TRK. GALV. STEEL ADJUSTAOLE
SLIDE FASTENED TO BRACKET
_ [_
2-1/2" % 4-1/4" X $3 GA. STEL PLATES
M. CREW IBX TS. HEX HEAD
M. SCREWS &NUTS.
W/ 3/8-16 X 3/4" BOLT & NUR T
WELDED TO 1-1/2" X 1-1/2" X 14 GA. ANGLE
FASTENED TO TRACK
AND TO SPRING SHAGUIDE WITH
C w a
WITH (4) 1/4-20 SS. BOLT & NUTS -
TOP BRACKET
_
-
"-(STANDARD) TOP BRACKET
(OPTIONAL)
LOW HEADROOM DOOR
\HORIZONTAL REINFORCEMENT
1/2" X 1-3/4" X .058' FORMED STEEL
CLUED TO PANEL AND FASTENED TO
VERTICAL STILES WITH 2" X 5-1/2" X ,104^
(2) 3/16" POP RIVETS GAIN, STEEL
FASTENED W/ (4) Y 14 X B/B" 5.M.5..
7UP R LLER BRACKET FOR
LOW HEADROOM DOOR OPTION
HORIZONTAL REINFORCEMENT
1/2" X 1-3/4" X .058' FORMED STEEL
GLUED TO PANEL AND FA5ENEC TO
ii VERTICAL STILES WITH
(2) 3/16" POP RIVETS
l
—5/I6" MEETING RIB
+� 1.82" DIA. X .50" STEEL ROLLERS
W/ .44 DIA. X 5" STEM
OPTIONAL INSULATION5:
ax_ VYP.IAsT PRODUCTS LLC'
EPS -EXPANDED POLYSTYRENE
DENSITY = 1.05 PCF
N.O.A. #11-0926.07
_�. OR
—Y_ - ISO -25 POLY--ISOCYANURATE
DENSITY - 2.0 PCF
N.O.A. # 11-0926.06
OR
J _ _ DY 'CFI I OFOAM NQRTH AMFMGA'
DENSITY 1.03 PCF
N.C.A. (J 10-1129.04
OR
BY
' 'NSI 11 F U C'
DENSITY - 0.92 PCF
NA.A, #14-0311.05
-- - \ 14 GA. CALV. STEEL
ASTENED
W/ (6) �HI14 NGES 5/8' SMS
I.
MIN. .024' RGLL FORMED STEEL PANEL
DRAWING DUALITY G-40
MIN YIELD STRENGTH - 39 KSI
WITH PRIMER AND BAKED --ON
POLYSTER PAINTED LOP COAT
APPLIED TO BOTH SIDES OF STEEL
N
12 GA. GALV. STEEL
BOTTOM BRACKET FASTENED
W/ (4) A 14 X 5/8' SMS
O BOTTOM SEAL OPTIONS
SEE SHEET 5
SECTION A -A
SEE SHEET 2 FOR LOCATION
OF REINFORCING TRUSSES
0g
0
L_
HORIZ, TRACK SUPPORT,
CENTER SUPPORT REOD. ON DOORS
EXSEEDING 8 FT. IN HEIGHT
A-,
ii
A�J
=. OPENING HEIGHT PLUS 12"
'14 GA. CALM. STEEL TRACH
1-1/2" X 1/2" X 1/8- HORIZ. ANGLE
U
FOR DOOR HEIGHTS UPTO 7 FT.
34"
WITHOUT INSULATION OR WINDOWS.
56"
2" X 2' X 1/8" HORIZ. ANGLE
FOR DOOR HEIGHTS ABOVE 7 FT. OR
°
DOORS WITH INSULATION OR WINDOWS
34"
SPOT WELDED TO HORI2. TRACK
WITH TWO WELDS AT 1-1/2' APART
g
FIRST AT 3" O.C., REST AT 9" p.C.
CONNECTED FD FLAG BRACKET ANGLE
w'I[
W/ 3/8-16 X 3/4" BOLT & NUR T
a
j C.
AND TO SPRING SHAGUIDE WITH
C w a
(2) 1/4-20 X 5/8` BtlLT k NUT
�.
67"T-6"
1
n
23"
14
VERTICAL. TRACK �°
Q a i � N
SECTION A -A
Qw � SII
21" 18" 18" 18"
21` 1" TO 2` 17-3/4"
23"
LLz1A= °
I DOOR • SECTION HEIGHTS - BRACKET PI.ACLMENTS
HEIGHT IST 2NDI3R0 4TH 5TH BI 82 83 134 135 86 87 I 88 lu
TRACK CONFIGURATIOy
6'-0" 16" 18" 18" 1B"
N/A 1" TO 2" 11-3/4"
23"
34"
45"'_
56"
67L7.1
8'6" 2l' 18" 18 21 "
N/A 1' TO 2" 11-3/4'
23'
34"
45"
56"_
67"7'-O"
21" 21" 21" 21"
N/A 1" TO 2" 11-3/4"
23"
34"
45"
58"
67"T-6"
18" iS" 79" 18"
18" 1"' TO 2` I1-3/4"
23"
34"
d5"
56"
67"
21" 18" 18" 18"
21` 1" TO 2` 17-3/4"
23"
34"
45"
56"
67"
—SECTIONS ARE NUMBERED
STARTING AT THE 301 TCM
:
FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS
AT 10"
O.C.
9
" X 2.19' X 3.3' X .090"
'
:EL TRACK BRACKETS !
3/16' HIGH
j
NNEC7£O TO TRACK WITH
1/4' BOLTS & NUTS. j
J
VERTICAL LIFT
HIGH LIFT ANDARD LIFT J OW HEADROOM
DOUBLE TRACK
AVAILABLE TRACK OPTIOU
Eng,; JAVAO AHMAO
CML
PRODUCTRENEWED
ELt PF y 70592
tl..0070,E vI!l the Florida
CA.N. 3538
swwj sco&
A9°epu No
8
�ati5
1wk�l ��
O;C
'c
OPTION 'A'
DIA LAG SCREWS 12BY
FROM ENDS II ;000
11" Q.C. MAX,
I
OPTION 'B'
�g
ya X I"
SELF DRILLING SCREWS — — ------
OR
3/16' 'RNEX' STEEL RIVETS
MOLTIGRIP W/ DOME HEAD
AT 48° O.C.
REINFORCEMENT
1/2" X 1-3/4•' X.058" -
FORMED STEEL O
1/4" DIA. LAG SCREWS
AT G' FROM ENDS
AND II" O.C. MAN.
W'STRIP ADAPTER
ALUMINUM I
RUBBER W'STRIPPING
050"'*/�
.534
.2�_—1.750--1.750—�1 7
WQQD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG -0.55 MIN.)
THE INSTALLATION METHOOS SHOWN ABOVE SHOWS 2X8 SYP WOOD BUCK ATTACHUENT
To WOOD STRUCTURES, IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATICNS/DESIGN
WILL. BE
REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORACF.
FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE
VERIFIED AND APPROVED BY THE 14UILOJNG OFFICIAL UPON INSPECTION.
5/16" X 1 -5/8 -
LAO SCREWS
AT 11" O.C.
WOOD BUCK CONNECTION TO MASONIff
PRESSURE TREATED JAMBS
`
2X8 SYP WOOD WHICH SHALL BE ANCHORED 70
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH
�/--
1/4" ULTRACON BY 'ELCO' WITH SPACING OF
12° D.C. INTO GROUT FILLED BLOCK WALL. WITH 2-I/q" MRV. EMSEO
1
9" O.C. INTO 3000 PSI CONCRETE, WITH i-3/4" MIN, EMBED
1-1
2-1/2' MIN. EDGE DISTANCE
t/4" TAPPER BY 'POWERS' WITH SPACING OF
8" O.C. INTO GROUT FILLED BLOCK WALL, WITIS I-1/2" MIN. EMBED
V. O.C. INTO 3000 pSI CONCRETE, WITH 1-3/4" MIN, EMBED
3" MIN_ EDGE DISTANCE
3/8" CONFLEX BY 'ELCO' OR v
3/8" LOT BY 'ITYd' WITH SPACING OF CONTI LTO W60bt BCKGI F TRACK
21" O.C. INTO 3000 PSI CONCRETE, WITH 2-1/2" M1N, EMBED
3" MIN. EDGE DISTANCE
3/8"HLC SI.EEV'E BY 'HILTV WITH SPACING OF
8" O.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/4" MIN. EMBED, 4" MIN, FOOL DIST.
11" O.C. INTO 3000 PSI CONCRETE,. WITH 1-1/4" MIN. EMBED AND
2-1/2' MIN. EDGE DISTANCE
PREPARARON OF JAMBS BY OTHERS
FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TD VERIFY
ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT tOADS IMPOSED
BY DOOR SYSTEM.
FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF
RECORD, DOOR INSTALLATION MAY BE REVIEWEO AND APPROVED BY
BUILDING OFFICIAL UPON INSPECTION.
MAXIMUM EXTERIOR(T) LOAD PER JAMB - (18.17' X 48 PST)/2 - 388 Lbs Por Ft.
MAXIMUM INTERIOR(-) LOAD PER JAMB - (16.17' X 70 PSF)/2 420.4 Lbs Pr FI
REINFORCEMENT
1/2' X 1-314' x .058"
FORMED STEEL
x I"
SE
/1 SELF GRILLING SCREWS
OR
18' 'RIVEN' STEEL RIVETS
ILTICMP W/ DOME HEAD
48' O.C.
700
J48
re --1.790{
BOTTOM SFAI OPTIONS
ADAPTER
W'STRIPPING
_ A__NCHOR�-
AtVCHORS v STRUCTURE EMBED SPACING' -LOGE DIST.
3 B HLC SLEEVE BY 'HILTI CONE
3, 8- CONFLEX BY LE�CO_ (_ILLED BLOCH .�" 8" 3-3 4
3 8'• DYNABOLT BY 'ITW' CORD 1-1 2
STEEL. STRUCTUHE BY OTHERS y B POWER -BOLT BY 'POWERS' .,. GONG. 2" 8" Y'
MUST SUPPORT THE LOADS IMPOSED 3 8" SLEEVE -ALL BY SIM WEBS, CONC. 1-1 2 8" 3°
BY DOOR SYSTEM
CONCRETE 1'c - 3000 PSI MIN. /
L C-90 GROUT FILLED BLOCK !'m = 2000 PSI MIN
5/18"
C.
BOLTS
WITH WASHER & NUT
AT 12" O,C. MAX.
EDGE DIST. i
1-I 4 X 2-1/2" X 14 GA
—CONT STEEL ANGLE �-' LI 1/2"
._ 12 GA. DAILY. STEEL --
f/i6' X 2-1/2 FLAT BRACKETS 43" LONG 2-1/8" % I" % 14 GA.
FILLET WELDS - AT 12` O.C. IN ODOR OPNG. GALV. STEEL TRACK
AT 18` O.C. ABOVE ODOR OPNG.TRACK PLATES
AT 12" O.C. U.M. CONNECTED TO CONT. ANGLE FASTENED2� 0 20X5/8" TRUSS Hp,
W/ (3) SPOT WELDS A7 EACH SIDE 3 SLOT(Tf?D M.S. & LCCK NUT
J
Z
a EiII
08
v o�p 2 I
0 a < Q g
0 41.rc
Q ww O
Q �
Rf:LERSE_T1zAS:1iC,�NT�N000S kNGI_E TRACK ! -
iQSIEEL i0 CONCRETE AND FILLED BLOCK n o ^lo %L
S
ALTERNATE TRACK 1NSTALLaM `_ T
w�
Engr: JAVAD AHMAC
CPAL P1101DUCTKENEWUP III
FU. PE 70594 swmp7ft whN the Florida o I
C.A.N. 36
Ao ptms No O/
o z�j5 oraw;n—
►eeAldCan�el „"^0
5
sheet 5 Qf 6 1
DOOR PANEL
�24 GA. (.024) STEEL MIN.
7/16' DIA. WASHER
#8 X 3/4' SMS
C\ I II I 1 6 3/8' FROM ENDS
11 t I�qq11 II AND 7" OC. MAX.
qnL
(4) #8 X3/4' SMS
0 1-3/8" FROM ENDS
AND 5-1/2" G.G. MAY,
175 X -062 DEEP
IIII GROOVE.
I I
I,II
1/4" POLYCARBONATE LFXAN
RY 'SABIC INNOVATIVE PLASTICS
III, NOA N13-0717.01
�
2Lw
IIII
.�
d III
o
IIII
III,
I
Iltl
IIII
IIII
IIII
I li ,175 X .062 DEEP
IIII GROOVE
(4) NO X 3/4" SMS
-3/8' FROM ENDS
AND 6-1/2" O.C. MAX.
I t
I I 1
B I I I
k \ IPa x 3/4' SMS
_! ® 3/8' FROM ENDS
AND 7" O.C, MAX.
7/16" DIA. WASHER
ODOR PANEL
24 CA, (.024) STEEL MIN,
* PLASTIC COMPLIES WITH
CHAPTER 26 OF FBC
SEE EVIDENCE PAGE
21 3/4"
MAX.
WOW WIDTH
-.500
1.765
1.144
11�
'I", F�
EXTERIOR FRAME * INTERIOR FRARL
s 18 1/8" RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION
'a O MAX.
D,L.O- -
aIF '771 M�-�
INSIDE ELEVATION
RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS
C WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION
08 X 3/4' SMS
C 3/8" FROM ENDS 175 X .062 DEEP
AND 4-I/2" O.C. MAX.__-�1 GROOVE
1
_ _ _ _ Eng,: JAVAO AHMAO
CML
FLA. PE V10592
G.A.N. 5 8
DOOR PANEL EXTERIOR
24 GA. (024) STEEL MIN.
15/16° MIN. D.L. OPG. 0 _ e' 2B15
GLAZING BITE
WINDOW WIDTH
PItT.NJl1Ct RFNEWIED
8wrl.o m Ow Florid,
A--W.M. Ne S -a a ,o/
pq
�r
Mirrli FYvMliyCen►d
orowing no.
98-05
31412016 Florida Huilding Code Online
e
W
[4GI5 Nome Log In User Registration Hot Topics Submit Surcharge st,-jta a -acts P'Llicacionn FBC Szafr BCS Site Map Links Searches
usiness'i.,'
.3 t6"1h i I C �l Product Approval
Profe
USER: Public User
Product Aouroval Menu > Product or ADulicatidr: Search > ARrUCatiOn List > Application Detail
FL #FL15371-R2
Application Type Revision
Code Version 2014
Application Status Approved
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified
by the PDC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer DAB Doors Company, Inc.
Address/Phone/Email 12195 NW 9B Avenue
Hialeah Gardens, FL 33018
(305) 822-7870
RBergerSIB@hotmail.com
Authorized Signature )avad Ahmad
alfarooq@afceng.com
Techn}cal Representative Allen Berger
Address/Rhone/Email 12195 NW 98 Avenue
Hialeah Gardens, FL 33018
rberger5l8@hotmaii.com
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Sectional Exterior Door Assemblies
Compliance Method Certification Mark or Listing
Certification Agency Miami -Dade BCCO - CER
Validated By Miami -Dade BCCO - VAL
Referenced Standard and Year (of Standard) Standard
Year
TAS 201 1994
TAS 202 1994
TAS 203 1944
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 07/09/2015
https_//www.floridabuildi ng.org/pr/pr_app_dtl,aspx?param=wGEVXQwtDgtH8572gvdW ]YeGJ8oi3UxeuhDBeeigmTQoQXjj 3fFeDQ`/`3d%3d
114
3/412016
Date Validated
Date Pending FBC Approval
Date Approved
>utnmary of Products
FL #
15371.1 `\
Florida Building Code Online
07/10/2015
07/20/2015
Model, Number or Name
Hurricane Master Model
824/811
Steel Sectional Garage Door 16'-2"
Wide w/ Window Lite Option
Limit's of Use
Approved for use in HVHZ: Yes
Approved for use-outsHVHZ: Yes
Impact Resists t• —�
Design Pressu
Other: See attache fimit' of use for installation
instructions.
Description ....... _...-
Large missile impact resistant 16'-2" x 16' steel sectional
garage door,
Certification Agency Certificate
FL15371 R2 C CAC 16x16 Garage Door LM.t(15-0302,01)
Quality Assurance Contract Expiration Date
07/21/2020
Installation Instructions
FL15371 R2 II 16x16 Garaoe Door LMI (15-0302.01) dwo
98-05.12d
FL15371 R2 II Limitations Of Use.odf
Verified By: Miami -Dade BCCO - CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
15371.2Hurricane Master Model 824/811 Large missile impact resistant 16'-2" x 16' steel sectional
Steel Sectional Garage Door 16'-2" garage door.
Wide w/ Window Lite Option
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +36/-44
Other: See attached limitations of use for installation
instructions.
15371.3 Hurricane Master Model 824/811
Steel Sectional Garage Door 16-2"
Wide w/ Window Lite Option
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design pressure: +56/-64
Other: See attached limitations of use for installation
instructions.
15371.4 Hurricane Master Model 824/811W
Steel Sectional Garage Door 16'-2"
Wide w/ Window Lite Option
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +27/-30
Other: See attached limitations of use for installation
instructions.
15371.5
Certification Agency Certificate
FL15371 R2 C CAC 16x16 Garage Door LMI (15-0304,01)
dwo 02-21.Ddf
Quality Assurance Contract Expiration Date
07/21/2020
Installation Instructions
FLIS371 R2 II 16x16 Garaoe Door LMI (15-0304.01) dwo
02-21.1)d
FL15371 R2 II Limitations Of tlse.Ddf
Verified By: Miami -Dade BCCo - CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
Large missile impact resistant 16'-2" x 16' steel sectional
garage door,
Certification Agency Certificate
FL15371 R2 C CAC 16x16 Garage Door LMI (15-0304.02)
dwo 00-18.odf
Quality Assurance Contract Expiration Date
02/22/2020
Installation Instructions
FL15371 R2 II 16x16 Garaoe Door LMI (15-0304.02) dwg
00-18.pdf
FL15371 R2 II Limitations Of Use.ndf
Verified By: Miami -Dade BCCO - CER
Created by Independent Third Party;
Evaluation Reports
Created by Independent Third Party:
Large missile impact resistant 16'-2" x 16' steel sectional
garage door.
Certification Agency Certificate
FL15371 R2 C CAC 16x16 Garaue Door LMI (15-0337.03).
dwo 03-06.Ddf
Quality Assurance Contract Expiration Date
08/14/201.6
Installation Instructions
FL15371 R2 II 16x16 Garaoe Door LMI (15-0317.03) dwo
03-06.odf
FLIS371 R2 II Limitations Of Use.odf
Verified By: Miami -Dade BCCO - CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
murncane Master Model 824/811 Large missile impact resistant 18'-2" x 16' steel sectional
Steel Sectional Garage Door 18'-2" 1 garage door.
Wide w/ Window Lite Option
hikes:lfwww.floridatxailding,orglprlpr_appdtl.aspx?param=wGEVXQwtDgtH8572gvdWIYe0J8o'i3uxeuhDBeejgmTQoQXjj3fFeDQ%3d%3d
24
DAIS Door Company, Inc.
NOTICE OF ACCEPTANCE. EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 98-05, titled "24 GA. Rall Formed Steel Sectional Garage Door", dated
0212311998, with last revision L dated 03/05/2015, sheets 1 through 6 of 6, prepared by AI-
Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
B. TESTS "Submitted tinder NDA # 11-0414.13"
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-07-4267, dated 06/29/2007, 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-11-3206, dated 0211012011, signed
and sealed by Candido F. Font, P.E.
3. Test Report on Tensile Test per ASTM E8-08 of "Sectional Residential Door (skin)",
prepared by Hurricane Engineering & Testing Inc, Report No. HETI-11-T101, dated
01/29/2011, signed and sealed by Candido F. Font, P.E.
"Submitted under NOA # 05-0217 02"
4. Test Report on Large Missile Impact Test and Cyclic Wind Pressure Test, of "Sectional
Residential Door with Windows" prepared by HutTicane Engineering & Testing Inc., Test
Report No. HETI 03-1328, dated 07115/2003, signed and seated by Rafael E_ Droz-Scda, PE.
5. Test Report on Uniform Static Air Pressure Test, of "Sectional Residential Door" prepared by
Hurricane Engineering & Testing Inc., Test 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, Test Report No. HETI 03-T078, dated 10/31/2003,
signed and sealed by Rafael E. Droz-Seda, P.E.
"Submitted under NOA # 03-0210.04"
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 underNOA # 14-0814.08"
1. Anchor verification calculations prepared by Al-Farooq Corporation, dated
09/22/2014 and 07/2412014, signed and sealed by Javad Ahmad, P.E.
,04 1s
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No. 15-0302.01
Expiration Date: July 21, 2020
Approval Date: April 23, 2015
E-1
DAR Door Cortmanv. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS (Cont.) "Submitter? under NOA # 09-0128.01"
1. Anchor verification calculations prepared by Al-Farooq Corporation, complying with F.B.0
2007, dated 04/05/2011, signed and sealed by Javad Ahmad, P.E.
"Submitted tinder NOA # 09-0128.01 "
2. Anchor verification calculations prepared by Al-Farooq Corporation, complying with F.B.0
2007, dated 12/18/2008, 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 01/1112017.
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
01111/2017.
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 02124/2016.
"Submitted under NOA # 05-0228.02"
6. Test Report on Accelerated Weathering Using Xenon Are Light Apparatus Test per
ASTM G 15 5 of "PVC Extrusion Material", prepared by Hurricane Engineering &
Testing, Inc., Report No. HETI 04-A002, dated 09127/2004, 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 "REHA'U non -foam PVC extrusion material", prepared by ETC Laboratories, Report No.
04-761.15019.0, dated 0510612004, signed and sealed by J. L. Doldan, P.E.
F. STATEMENTS "Submitted under NOA # 14-0814.08"
1. Statement letter of code conformance to the 56 edition (2014) FBC and no financial interest
issued by Al-Farooq Corporation, dated 05/13/2014, signed and sealed by Javad Ahmad, P.E.
o¢ 1,12v15
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No. 15-0302.01
Expiration Date: July 21, 2020
Approval Date: April 23, 2015
E -2