HomeMy WebLinkAboutProduct Approval RECEIVED
E
MIAMI-DARE MAR 2 7 201
MIAMI-DADE COUNTY
PERMITTING PRODUCT CONTROL SECTION
St. Lucie County, FL 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.gov/economy
DAIS 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 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.
D1 SSCRIPTION:Hurricane Mater Model 824/811 Steel Sectional Garage Door up to 16'-21'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 03/05/201:5,sheets 1 through 6 of 6,prepared by Al-
Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,beating 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. '
FISSILE 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.
RE,NEWAL 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 f 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
MIAMI•DADECOUNTY Expiration Date: July 21,2020
Approval Date:April 23,2015
04�1b f'1�1'� Pagel
i 1
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. 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.
B. TESTS "Submitted under NOA#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.
Z. 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 02/10/2011,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-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 Hurricane Engineering&Testing Inc.,Test
Report No.HETI 03-1328,dated 07/15/2003,signed and sealed by Rafael E.Droz-Seda,PE.
5. Test Report on Uniform Static Air Pressure Test,of"Sectional Residential Dooe'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 tinder 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 NDA #14-0814.08"
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.
a4l i�12�►5 .
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
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS (Cont.) "Submitted 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.
i
"Submitted under 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 Aumayoun 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 thea
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 Polyi socyanu rate 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 Are,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 tinder NOA#114-0814.08"
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.
a¢ 12015
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
O 7-1/2- X 2-1/4- X 18 GA. TOP FIXTURE 5-1/2" X 2-3/4" X 0.1"
GALV. STEEL CENTER HINGE Inn PUSH NUT STEEL PLATE WITH ONE 5/16-18 MS W1 NUT OPTIONAL
W/ (4) #14 x 5/8- sms FASTENED TO END STILE WITH TO 81
WITHOUT DELRON SLEEVE (STD.) (6) #14 X 3/4- SELF DRILLING SCREWS AN)
7-1/2" X 3" X .071GALV. STEEL 00 SEE SHEET 4 FOR TOP BRACKET OPTIONS
END ROLLER HINGE I - I
1 CENTER STILES
W1 (6) ff 14 X 5/8.1 1 SMS 00 1 SEE SCH. 'A'
O WITHOUT DELRON SLEEVE (STD.) IS
WITH DELRON SLEEVE (OPTIONAL)
O 7-1/2" X 2-1/4" X .071"
O GALV. STEEL CENTER HINGE
W/ (4) #14 X 5/8" SMS LOCK
WITH DELRON SLEEVE (OPTIONAL) 2/ DOOR
0
I w X .15 THK. LATCH.,
CENTER HING
STANDARD LOCK r
SPRING LOADED SLIDE BOLT (BOTH SIDES),,
FASTENED W1 (4) 114 X 1/2" S.M.S.
5/8" MIN. LOCK ENGAGEMENT
CONFORMS TO SECTION 1008 REGARDING
GARAGE DOORS
V —V
.158 DIA. GALV. AIRCRAFT TYPE
CABLE & NICO-PRESS SLEEVE
W/ MIN. 5 TO i SAFETY FACTOR
iL
7" X -Y X 0.1" L�l Ifft
STEEL PLATE I
WITH (4) #14 X 3/4" L J
SELF DRILLING SCREWS - ;
BRACKET BRACKET
STD- LIFT DOOR LOW HEADROOM
DOOR OPTION
TOTAL # OF
DOOR 'U' BARS AT 7-7/8" X 3-1/8- X .010" OPTIONAL VENTS
HEIGHT CONSISTS OF EACH DOOR WIDE AT 7- O.C. MAX, OPTIO
STEEL PLATE (3) 5 WOOD
6'-0" 2 SECTIONS 18"12 SECTIONS 21' WITH (4) 14 X 3/4- SOS OPNG. AREA NOT TO EXCEED 120 SQ. IN. MAX. DOOR WIDTH
1 SECTION is- 13 SECTIONS 21- 16'-2"
1 7' 14 SECTIONS 21- - 1
7'-3' 1- - 1 3 CENTER STILE INSIDE ELEVATION
7'-6" 15 SECTIONS 18" -
7'-9' 14 SECTIONS 15' OUTSIDE END STILE RAISED PANEL EMBOSSED DO
8' 13 SECTIONS 18" HANDLE
8'-3" SECTIONS 2
8,-B" 1 SECTION 18' #14 X 3/4! SELF DRILLING SCREWS MAY it 1111 9' 5 SECTIONS 21"j-
IN LIEU OF #14 X 5/8- SMS
�
9. -F6 SECTIONS Is- - LOCK BAR GUIDES
9'-3" 15 SECTIONS 18"ll SECTION 21" 4 INSTALLED ON END STILE THIS PRODUCT IS RATED R LARGE MISSILE
LOC"
INSTALLED
91-6" 14 SECTIONS is' 2 SECTIONS 21" WITH (4) #14 X 5/8" SMS
q.-g.
X r
13 SECTIONS 18' S 50N521"�
.18T X .6W LOCK BAR
10' 12 SECTIONS 18'14 SECTIONS 21" ENGAGES IN TRACK
10'-3" 1 SECTION is' 5 SECTIONS 21' ON EACH SIDE OF DOOR
10'-6" 6 SECTIONS 21" - CENTER STILES SCHEDULE W
10,-9, 6 SECTIONS Is- 1 SECTION 21' CENTER STILES CONFIGURATION
V::5 SECTIONS 18' 2 SECTIONS 21-1 OUTSIDE KEYED LOCK
I r DOOR WIDTHS I # OF CENTER STILES
SCETION 4 —
SCETION 8 1
SCETION 3I( SCETION 7 '
SCETION 2 -� —- I I Iv SCETION 6 —
1 SCENON tI I �I I - l I SCE170N 5 f �I —)
Jol
........
4 SECTION DOOR I scEfloN 4 II
HEIGHT RANGE 6'-6' TO 7'-0" -- � - -
(3) U-BARS I SCETION 3 I II I 1
SCETION 2
SCETION 5 SCETION 5
SCETION 1 I __
SCETION 4 T I I , SCETION 4 I I f 8 SECTION DOOR
- - v - --- --__---- _ HEIGHT RANGE 12'-6' TO 13'-3"
SCETION 3 I I I I SCETION 3 I (5) U-BARS
SCETION 2 I f I SCETION 2 - -
SCETIOM 9
II i ���i LT '----'•- � -
SCETION 1 SCETION 1 I
- _--._. --- — - I _-1 f. SCETION 8 I II
5 SECTION DOOR 5 SECTION DOOR SCETION 7
HEIGHT RANGE 7'-6' TO 8'-0' HEIGHT RANGE 8'-3' TO 8'-9'
(3) U-BARS (4) U-BARS
_ �! SCETION 6
(I- I - - --- f•I T SCETION 5
SCETION 6 I I I SCETION 6 II I -
--=
USE REINFORCING 'U'
TOP SECTION ONLY AT
16 GA. X 2-1/4' X 3/4" X 2" 16 GA. X 2-1/4" X 3/4" X 2" Q FOUR SECTION DOORS
GAI.V_ STEEL U.BAR REINFORCING TRUSS
@BOTTOM OF PANEL TRUSS FASTENED TO GALV, STEEL U.BAR REINFORCING TRUSS
VERTICAL INTERMEDIATE STILES W/ TWO TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES dd
#14 X 5/8" S-M.S. AND TO END STILE W/ TWO # 14 X 5/8" S.M.S. AND TO END STILE
W/ FOUR #14 X 3/4" SELF DRILLING S. W/ FOUR # 14 X 3/4- SELF DRILLING SCR.
1/2" X 1-3/4" X 16 GA.
OPEN TUBE +
@ TOP & BOTTOM
OF EACH PANEL
16 GA. X 2-1/4" X 3/4"
GALV. STEEL U.BAR REiNFOR
TRUSS FASTENED TO VERTlQ
W1 TWO # 14 X 5/8" S.M.!
W/ FOUR # 14 X 3/4" SEI
1ST SECTION (BOTTOM) INTERMEDIATE SECTIONS TOP SECTIO
REINFORCING REINFORCING
_OPTIONAL STOP MOULDING
BY DOOR INSTALLER
STEEL TRACK BRACKET FASTENED
TO WOOD JAMS WITH V14 X 5/8" SMS 3/4" X 2" X 2-1/2" X .0.
5/16" X 1-5/8" LAG SCREW 6ff PER HINGE END STILE, CONNECT TO PA
(FULLY THREADED) FLAPS AND (5) OR (6) 3/1
HEX WASHER HEAD TYPE A 1/2" X 1-3/4" X .058" FORMED STEEL SEE DETAIL ABOVE
SOUTHERN PINE GLUED TO PANEL AND SECURED TO
0.55 S.G. END STILE WITH (4) 3/16- POP RIVETS
.4
4 1-7/8" X 2-5/8" X .049' STEEL EDGE
N
A
/4 --]
-CENTER STILE, GLUED AND RIVETED DISTANCE
TO PANEL W/ (4) 3/16- RIVETS PO RI
2 2-ZMIN-
T. S7\
MIN. # 14 X 5/8" S.M.S.
4/ HINGE 6.
0 T.
POP RIVETS
5/16" X 1-5/8" LAG SCREWS INTO WOOD OR
2" 2-3/4" X 5-1/2" X 3" X .104" + 5/16" SLEEVE ANCHORS CENTER SUI
GALV. STEEL - WITH 1-1/4" EMBED INTO MASONRY EXP
TOP ROLLER BRACKET ON EACH SIDE 3 PER BRACKET / 11
FASTENED W/ (6) 14 X 5/8' S.M.S. - II
090 THY. GALV. STEEL ADJUSTABLE 2-1/2" X 4-1/4" X 13 GA. STEEL PLATES
SLIDE FASTENED TO BRACKET - WELDED TO 1-1/2" X 1-1/2" X 14 GA. ANGLE
W/ 5/16-18 X 3/4" HEX HEAD FASTENED TO TRACK
M. SCREWS & NUTS. _ - WITH (4) 1/4-20 SS. BOLT & NUTS _ _
HORIZ_ TRACK LENGTH = OPEC
i + TOP BRACKET
' (STANDARD) TOP BRACKET
(OPTIONAL)
_ LOW HEADROOM DOOR !
--� 14 GA. GALV. STEEL TRACT
HORIZONTAL REINFORCEMENT
1/2" X 1-3/4" X .058" FORMED STEEL
GLUED TO PANEL AND FASTENED TO
VERTICAL STILES WITH 2" X 5-1/2" X .104" -
(2) 3/16" POP RIVETS GALV. STEEL _
FASTENED W/ (4) # 14 X 5/8" S.M.S_
TOP ROLLER BRACKET FOR
LOW HEADROOM DOOR OPTION DOOR * SECTION HETI
HORIZONTAL REINFORCEMENT
1/2" X 1-3/4" X ,058" FORMED STEEL HEIGHT 1ST 2ND 3RD 4TI,
/GLUED TO PANEL AND FASTENED TO 6'-0" 18" 18" 18" 18
VERTICAL STILES WITH
(2) 3/16" POP RIVETS 6'-6" 21" 18" 18" 21
7'-0" 21" 21" 21" 21
5/16" MEETING RIB 7'-6" 18" 18" 18" 18
1.82" DIA. X .50" STEEL ROLLERS _ 8'-0" 21" 18" 18",18
® ,,�-_'W/ .44 DIA. X 5" STEM z w *-SECTIONS ARE NUMBERI
+ = FOR DOORS MORE THP
OPTIONAL INSULATIONS: z of
-
� 0
BY 'DYPLAST PRODUCTS LLC' w p
co
EPS-EXPANDED POLYSTYRENE o m + 1.9" X 2.19" X 3.3" X .090"
DENSITY = 1.05 PCF --+
STEEL TRACK BRACKETS /
OR A. #11-0926.07 m 2-3/16" HIGH
ISO-25 POLY-ISOCYANURATE CONNECTED TO TRACK WITH
DENSITY = 2.0 PCF ) 1/4" BOLTS & NUTS.
-----:N.O.A. #11-0926.06 m I J
OR
BY 'CELLOFOAM NORTH AMERICA'
- - DENSITY = 1.03 PCF Ln
N.O.A. #10-1129.04 m
OR
BY 'INSULFOAM LLC'F
�(++ DENSITY = 0.92 PCm
N.O.A. #14-0311.08
+ M
m
+ 14 GA. GALV. STEEL
FASTNED
W/ (6) #ROLLER HIrGES 14 X 5/8E SMS m
- - m
MIN. .024" ROLL FORMED STEEL PANEL
DRAWING QUALITY G-40 -
MIN. YIELD STRENGTH = 39 KSI
WITH PRIMER AND BAKED-ON
POLYSTER PAINTED TOP COAT TRACK CONFIGURATION
z APPLIED TO BOTH SIDES OF STEEL
3 4"
IN.
DGEf
#8 x V,
DIST. SELF DRILLING SCREWS i
1-1/2" MIN, OR
Z" 3/16- -RIVEX' STEEL RNVS-\
E DIST. m
MULTIGRIP W1 DOME HEAD
m
:3
om 04
AT 48" O.C.
0
REINFORCEMENT
1/2* X 1-3/4" X .058"—,,
DIA. LAG SCREWS FORMED STEEL
2BY
A 1/4" DIA. LAG SCREWS 2BY AT 6" FROM ENDS
--,-AT 6" FROM ENDS WOOD
U
WOOD B AND 11" O-C-MAX- I AND 11 D.C. MAX,
W'STRIP ADAPTER
ALUMINUM
RUBBER W'STRIPPING
2
.24
_C3 c�JT
'
OPTION ALt OPTION
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 STEEL STRUCTURE BY OTHERS
AT 11" O.C. MUST SUPPORT THE LOADS IMPOSED
BY DOOR SYSTEM
5/16' DIA. BOLTS
WITH WASHER & NUT
AT 12" D.C. MAX.
WOOD BUCK CONNECTION TO MASONRY
PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH
1/4- ULTRACON BY 'ELCO' WITH SPACING OF 1-1/4" X
12" O.C. INTO GROUT FILLED BLOCK WALL1, WITH 2-1/4E" MIN. EMBED 1-1/2" 1-"l/2 CONT. STEEL
9" O.C, INTO 3000 PSI CONCRETE, WITH -3/4" MIN/EMBED
2-1/2" MIN, EDGE DISTANCE 12 GA. GAL
1/4" TAPPER BY 'POWERS' WITH SPACING OF 1/16- X 2-1/2 FLAT BRAD
8' D.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/2" MIN. EMBED C,
AT 12" O.
9" D.C. INTO 3000 PSI CONCRETE, WITH 13/4' MIN. EMBED FILLET WELDS DS4 AT 18" O.0
3" MIN. EDGE DISTANCE AT 12" O.CC MAX.MCONNECTED
l".1 PIN col
* PLASTIC COMPLIES "WITI-
DOOR PANEL CHAPTER 26 OF FBC
24 GA. (.024) STEEL MIN. SEE EVIDENCE PAGE
7/16" DIA. WASHER
i
� t
#8 X 3/4" SMS 21 3/4"
t ! @ 3/8" FROM ENDS MAX.
OA ` i i t I 1 it AND 7" Q.G. MAX. WDW. WIDTH
iuj
/
(4) #8 X 3/4" SMS MAX 8„
0 1-3/8" FROM ENDS a'
AND 6-1/2" O.C. MAX. `- o , ci D.L.Q.
`A B C
.175 X .062 DEEP
�IEI GROOVE
Itl 1/4° POLYCARBONATE LEXAN
fI BY 'SABIC INNOVATIVE PLASTICS'
t. �3�--.vim-. .-rr _-..r:•.
Ett NOA #13-0717-.01 P r1 t
Ci "
C9 O .I '- �4 r �• uC
O Uj
O J tX7I t E t r' t1
tEll -
1EI
i I i I .175 X .062 DEEP
GROOVE
(4} #8 X 3/4 —
INSIDE EL
" SMS
@ 1-3/8" FROM ENDS RAISED PANEL EMBOSSED DO(
AND 6-1/2" Q.C. MAX. WINDOW LITES CAN BE IN ANY
t #8 X 3/4" SMS C