HomeMy WebLinkAboutProduct Approval "OKKE FILE CMIAMP
=oym,�DADFCOODONOL 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.miamidadtgov/economy
DAB Door Company,Inc.
12195 NW 981h 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 hack,
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 revises NOA#14-0814.04 and consists of this page 1 and evidence pages E-1 and E-2,as well as
approval document mentioned above.
The submitted documentation was reviewed by Carlos M.Utrera,P.E.
NOA No.15-0317.02
rrusrni•DADeCC N Expiration Date: August 9,2016
Approval Date:,June 11,2015
IzD�S 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-08-2149A/B, 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'Ze1S
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 Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS `Submitted under NOA#14-0814.04"
1. Anchor verification calculations prepared by Al-Farooq Corporation,dated 09/22/2014 and
07/24/2014,signed and sealed by Javad Ahmad,P.E.
"Submitted under NOA#09-0128.04"
2. 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.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 13-0717.01,issued to SABIC Innovative Plastics,for their
Lexan Sheet Products,approved on 11/28/2013 and expiring on 07/17/2018.
2. Notice of Acceptance No. 14-0311.08,issued to Insulfoam,LLC,for their
Insulfoam Expanded Polystyrene Insulation,approved-on 08/14/2014 and expiring on
11/29/2017.
3. Notice of Acceptance No. 11-0926.07,issued to Dyplast Products,LLC,for their Expanded
Polystyrene Block Type Insulation,approved on 11/10/2011 and expiring on 01/11/2017.
4. Notice of Acceptance No. 11-0926.06,issued to Dyplast Products,LLC,for their
Dyplast ISO-Cl Polyisocyanurate Insulation,approved on 11/10/2011 and expiring on
01/11/2017.
5. Notice of Acceptance No. 10-1129.04,issued to Cellofoam North America Inc,for their
Expanded Polystyrene Block Insulation,approved on 02/24/2011 and expiring on 02/24/2016.
"Submitted 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 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 Coiporation,dated 05/13/2014,signed and sealed by Javad Ahmad,P.E.
06 " I1p
Carlos I Utrera,P.E.
Product Control Examiner
HOA No. 15-0317.02
Expiration Date:August 9,2016
Approval Date:June 11,2015
E-2
7-1/2-X 3-X.071-GALV.STEEL TOP FIXTURE 5-1/2'X 2-3/4-X 0.1-
END ROLLER HINGE STEEL PLATE WITH ONE 5/16-18 MS W/NUT
/-FASTENED TO END STILE WITH
W/(6)#14 X S1W SMS D) OPTIONAL DOOR VIEWER
WITHOUT DELRON SLEEVE (6)014 X 3/4-SELF DRILLING SCREW$ TO BE INSTALLED AT
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WITH DELRON SLEEVE(OPTIONAL) 00 CENTER STILE CENTER STILE z 2
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GALV,STEEL CENTER HINGE
W/(4) 014 X 5/8-SMS
WITH DELRON SLEEVE (OPTIONAL) B
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7'-3" - /0 OPENING AREA NOT TO EXCEED [COLONIAL DESIGN WOOD GRAIN DESIGN DID
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6**X 3,X 0 1"�� I ,
-9" 4 SECTIONS MAX. DOOR WIDTH
71 18"1 SECTION 21' STEEL PI�41! a:
—
8'-3'a 3 SECTIONS 18 2 SECTIONS-21' WITH(2) #14 X 5/8-SMS
;._LECnGNS W'3 SECTIONS 21
I SECTION TO- 4 SECTIONS 2111
ar-q* 5 SECTIONS 21'- BRACKET BRACKET INSIDE ELEVATION
S. 6--SEChoN-Slw- STO. LIFT DOOR LOW HEADROOM RAISED PANEL EMBOSSED DOOR
9,-3* 5 SECTIONS IS'I SECTION 21' DOOR OPTION
4 SECTIONS IS'2 SECTIONS 21-
-1. 3 SECTIONS IS"3 SECTIONS 21 7-7/8"X 3-1/6'X.010"
To' 2 SECTIONS 18'4 SECTIONS 21- STEEL PLATE DAB DOORS INC. 0
--lo'-3 I BECKON 18' g--SEC11ONS 21. CENTER STILE WITH(4) 014 X 3/4-SOS Hurricone Mosler®Model
tv 824/811 13
-V 6 SECTIONS
fs-21 Mo.. Size 9'-4' X 16*-0' High
OUTSIDE --------
6 SECTIONS is'I SECTION 21" 1#14 X 3/4-SELF DRILLING SCREWS MAY BE USED
-
)f 5 SECTIONS 10'2 SECTIONS
LWNOLE ENO STILE LtLEU OF#14 X 5/8-SMS With Window Lite Option
11'-3' 4 SECTIONS 18'3 SECTIONS 21"
11 3 SECTIONS 18"4 SECTIONS 21" LARGE MISSILE IMPACT
t1'-9' 2 SECTIONS 16*5 SECTIONS 21 RATED FOR DESIGN PRESSURE RATING + 50.0 PSF
Tri -
12' 1 SECTIONS Ir 6 SECTIONS 21" L.CK.BA.R GUIDES 60.0 PSF
I'IISTA' ON END STILE 2
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WITH (4) #14 X 5/8-SMS GENERAL NOTES
12'-6" 6 SECTIONS 18'2 SECTIONS 21- 0
5 SECTIONS 187 i SECTIONS 21" AST X.&W LOCK BAR L THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
u, 4 SECTIONS 18'4 SECTIONS 21'. ENGAGES IN TRACK REQUIREMENTS OF THE FLORIDA BUILDING CODE(F8C)FIFTH EDITION(2014)
13'-3* 3 SECTIONS tr 5 SECTIONS 211 ON EACH SIDE OF DOOR INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ).
13*-6" ECTIONS TO- BECKONS -
2S 6
10 � ; 2. ANCHORS SHALL BE As LISTED, SPACED AS SHOWN ON DETAILS. C WAD PRIDIDWER11111m
Ir SECTIONS
13�:i� I�SE 17 2; OUTSIDE EYED LOC (OPTIONA ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL IAL momwilyhowhbibficrik i
14' 8 SECTIONS 21' LOCK BAR LOCKING SHOWN DR
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6 SECTIONS 18'3 SECTIONS 21" ALTERNATE TO SPRING LOADED SLIDF BOLT C.A.N. 38
3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. Ammm IN. F
14'-6* 5 SECTIONS 18'7—SECTIONS 2V LOCKS SHOWN ABOVE 6
SECTIONS IS-5 SECTIONS 21' 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN
13� 3 SECTIONS IB'6—SECTIONS 21*
THESE DETAILS ARE NOT PART OF THIS APPROVAL.
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drawing 15, 2 SECTIONS SECTIONS 21- 5. A LOAD DURATION INCREASE 15 USED IN DESIGN OF ANCHORS INTO WOOD ONLY,
I SECTION 18' 8 SECIIONS 21- 40YO15 P
15'9* 19 SECTIONS 21" DANCE WIN THE REQUIREMENTS OF FLORIDA 1—09;j
16, 16 SECTIONS 18" SEll..�.1;21 BUILDING CODE, 12.TAS-201 &TAS-203 FOR HVHZ AND CA
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TO MASONRY SEE NOTE ON SKEET 4 2'MIN.EMBED INTO CONCRETE
014 X 5/8"SMS 1-7/8"MIN.EDGE DISTANCE
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1-7/8-X 2-5 X.045"STEEL CONCRETE 3000 PSI MIN. U-)
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1.9"X 2.19"X 3.3"X.102" PER BRACKET
STEEL TRACK BRACKETS
SEE SHEET 3 FOR SPACING SHEET 3 FOR BRACKET SPACING
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ENTER HINGE 7-1/2"X 3"X.071" 0
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Q/ GALV,STEEL WITH 1-1/4`EMBED INTO MASONRY EXREEDING 8 Fi.IN HEIGHT-- FIRST AT 3'O.C. Iml
TOP ROLLER BRACKET ON EACH SIDE 3 PER BRACKET II A REST AT 9`O.C.
.FASTENED W/(6) B 14 X 5/8"S.M.S. _ _ II_ 1 -- CONNECTED TO FLAG BRACKET ANGLE Z w
.090 THK.GALV.STEEL ADJUSTABLE W/3/B-16 X 3/4'BOLT&NUT 0 Imp c�
SUITE FASTENED TO BRACKET 2-1/2" X 4-1/4^X 13 CA. STEEL PLATES AND TO SPRING SHAFT GUIDE WITH f q
A (2) 1/4-20 X 5/8"BOLT&NUT �6
W/5/16-18 X 3/4"HEX HEAD - WELDED TO 1-1/2'X 1-1/2"X 14 GA.ANGLE -- -'o
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TOP BRACKET WITH (4) 1/4-20 SS. BOLT& NUTS -- HORIZ. TRACK LENGTH =OPENING HEIGHT PLUS
(STANDARD)
TOP BRACKET VERTICAL TRACK
LOW HEADROOM DOOR IT�ei �
14 GA.GALV.STEEL TRACK z-I/B'x 1^x.oso' SECTION A-A 0's w m 8
p1_ 1/2"XN1- REINFORCEMENT 0 0.C C `/
o �T 1/2"X I-3/4'X 059°FORMED STEEL 2`X 5-I/2"X 104^ I 0 QQ CGLUEDTOPANEL AND FASTENED 70 GALV.STEELVERTICALSTILES WITH FASTENED W/(4)L 14 X 5/8"S.M.S.
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(2)3/16'POP RIVETS TOT' ROLLER BRACKET FOR ZV)aLOW HEADROOM DOOR OPTION In
HORIZONTAL REINFORCEMENT DOOR • SECTION HEIGHTS BRACKET PLACEMENTS1/2"X 1-3/4'X.059'FORMED STEEL HEIGHT 1ST 2ND 3RD 4TH 5TH B1 82 B3 B4 B5 B6 B7 B8GLUED TO PANEL AND FASTENED TO -VERTICAL STILES WITH 6'-0" 18" 18' 18 1B"N/A 1"TO 2"11-3/4" 23" 34" 45" 56" 67" '
POP RIVETS , 2"111 -
6'-6" 21'18° 18" 21"N/A 1"TO -3/4" 23" 34" 45" 56" 67"
5/16`MEETING RIB _7'-O" 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" 56" 67" 78-1/4"
1.82"DIA X.50"ROLLERS � — 8'-0" 21' 18" 18" 18" 21"1"TO 2"111-3/4" 23" 34" 45" 56" 67" 78-1/4" SOI o
W/.44 DIA.X 4-1/4"STEM ri —SECTIONS ARE NUMBERED STARTING AT THE BOTTOM I o n
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MIN. .024"ROLL FORMED STEEL PANEL
DRAWING DUALITY G-40
MIN.YIELD STRENGTH =34 KSI w o�o
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POLYSTER PAINTED TOP COAT
APPLIED TO BOTH SIDES OF STEEL
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BOTTOM BRACKET FASTENED1 s
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BOTTOM SEAL OPTIONS �lI
OPTION 'A' OPTION 'B'
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WOOD Q,UUCK OC NNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SO-0,55 MIN.) 0 0
+'7
THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT o la)M
TO WOOD STRUCTURES.IF THESE METHODS ARE FOLLOWED NO ADD91ONAL CALCULATIONS/DESIGN i� Q,�
WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE.
FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD,INSTALLATION MAY BE _ ANCHOR SPAC/NG Z w
VERIFIED AND APPROVED BY THE 1UILDING OFFICIAL UPON INSPECTION. ANCHORS _ STRUCTURE EMBED SPACING EDGE DIST. _
33 8 NLG SLEEVE BY HILT"'__ CONC. 1-1 4' g" 1-5/8, d a
3 8"HLC SLEEVE BY'HILB' FILLED BLOCK i-1 4' 8" 4'
3 8'DYNABOLT BY'ITW' CONC. 1-1 2" 87 2 O 0 3, u
5 STEEL STRUCTURE BY OTHERS 3 8"OYNABOLT BY'iTw' FILLED BLOCK 1-1 2" " 8"- 2-i 4
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LAG SCREWS —MUST SUPPORT THE LOADS IMPOSED LJ vy o
BT'DOOR SYSTEM 21 8'SLEEVE-ALL BY SIMPSONS'4 CONC_ 1_1(2' 8' 1-7 8 (n r�
AT 12"O.C. CONCRETE 1'c =3000 PSI MIN. Ly¢...
_ 5Ji6"DIA.BOLTS C-00 GROUT FILLED BLOCK I'm 2000 PSI MIN. L� S
WOOD BUCK CONNE(,j QN TO MASONRY >' 5/1 WASHER L Nur r--
T, a AT t2"D.C.MAX.
EDGE PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO B
GROUTED REINFORCED MASONRY BLOCK WALL OR GONG.COLUMN WITH � g o
1/4'ULTRACON BY'ELCO'WITH SPACING OF I
16'O,C.INTO GROUT FILLED BLOCK WALL,WITH 2-114'MIN.EMBED
16'O.C.INTO 3000 PSI CONCRETE,WITH 1-3/4"MIN. EM8E0 W R
2-112`MIN.EDGE DISTANCE I ,1-1 4'X 2-1/2"X 14 GA I g sw
it 112` 1-if2" "`-' CONT.STEFL ANGLE 1-1/2' a
1/4"TAPPER BY'POWERS' WITH SPACING OF i� $
54`D.C.INTO CROUr FILLED BLOCK WALL,WITH 1-1/2"MIN.EMBED 12 CA GALV. STEEL
T6"O.C. INTO 3000 PSI CONCRETE,WITH 1-3/4"MIN.EMBED FLAT BRACKETS t3`LONG 2-i 8"X i"X 14 GA. m a
3"MIN, EDGE DISTANCE 1/16"%2-1/2 GALV.STEEL TRACK z $
FILLET WELDS AT 12"O.C. IN DOOR OPNG FASTENED TO TRACK PLATES
3/8"CONFLEX BY'ELCO'OR AT 12'O.C.MAX. AT 18"O.C.ABOVE DOOR OPNO. W/(2) 1/4-2OX5JB'TRUSS H0.
3/B"LOT BY'ITW'WITH SPACING OF CONNECTED TO CONT.ANGLE SLOTTED M.S.&LOCK NUT
24'O.C.INTO 3000 PSI CONCRETE,WITH 2-1/2"MIN.EMBED W/(3)SPOT WELDS AT EACH SIDE
2"MIN.EDGE DISTANCE CONTINUOUS 5 ANTRA K REVERSE TRACK CONTINUOUS ANGLE
TRACK v c Fl n
3/8'HLC SLEEVE BY'19LTi'WITH SPACING OF TO WOOD BUCK TO.S7£EL TO CONCRETE AND FILLED BLOCK
8"O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/4'MIN. EMBED, 4"MIN. EDGE DIST. c
iB'Q.C.INTO 3000 PSI CONCRETE,WITH 1-1/4'MIN.EMBED AND
2-1/2"MIN.EDGE DISTANCE ALTERNATE TRACK INSTALLATION
PREPARATION OF JAMBS BY OTHERS En9,JAVAD AIMA7 4
CIVIL
�
L PR03X1C(tE.Y4SP.A
FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY FLA PE 3 70592 wcy{y-kb doPyd4
ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED CA-& 538
BY DOOR SYSTEM, A-OVW-NoL( .OZ - 3
FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF6
RECORD,DOOR INSTALLATION MAY BE RENEWED AND APPROVED BY
BUILDING OFFICIAL UPON INSPECTION. `, By
BLL�90,�l
oing no.
MAXIMUM EXTERIOR(+)LOAD PER JAMB (9.33'X SO PSF)/2 233.3 lbs per Ft. M ,�i� >Moeuci —fig I
MAXIMUM INTERIOR(-)LOAD PER JAMB- (9.33'X 60 PSF)/2 a 279.9 Lbs per Ft. ' -�t 4 ofof g;;
* PLASTIC COMPLIFS WITH .500 �F�-i-.250
DOOR PANEL CHAPTER 26 OF FBC I I ,v
24 GA.(.024)STEEL MIN. SEE EVIDENCE PAGE I Z n
O ° lu
i FLU
1.725
1.765
i 0° °�
7/16"OLA.WASHER 1.144 IL�"
4D-U
18 X 3/4'SMS Y1
®3/8'FROM ENDS 21 3/4-
.176 -.800�' > g I
1 •r 1 , WOW.WIDTH o.a p a
A i I I I I I AND 7'D.C.MAX. * EXTERIOR FRAME * INTERIOR FRAME m°n°c
18 1/8" RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION
! 1 (4)18 X 3/4-SYS �_ o MAX
•III I ® 1-3/8"FROM ENDS o o i D.L:O. .J ZDZ My J
AND 6-1/2'O.C. MAX.
0
L 'I ',CAS .s �D_..
,175 X.062 DEEP
!II! GROOVE t jOfl
,111 1/4"POLYCARBOWTE LEXAN
.III BY'BARIC IN
PLASTICS' A
iII NOA 113-0717.01 1. V .� I � Z r
W vi
W
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L
J h 1
V W O?= N
1111 � � v
p m rn
iII
mi
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ILII Q _�Q J
11 RF 1.�.__
I 1 1 0
II y 4 I
111 �
!�Ii _175 X.062 DEEP
GROOVE _ — o 0
ED-
INSIDE ELEVATION -
i (4)18 X 3/4'SMS
I/ 1-3/8'FROM ENUS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS v z p 2
III i AND 6-1/2"O.C.MAX. O WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION ,
I 18 X 3/4'SMS C' ,175 X.062 DEEP L a a n
/ 1 1 0 3/8'FROM ENDS v n
C) f AND 4-1/2"O.C.MM. GROOVE p o d nld o 8
18 X 3/4"SMS
®3/8'FROM ENDS _ !
AND 7'O.C.MAX.
Eng1:JAVAD AHMAO '
PLOD
CIVIL
AEYLYPD Y
7/16"DIA WASHER _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ TCAN.•553892 calla gEb6 � • ' a
_-------
DOOR PANEL EXTERIOR
24 GA.(.024)STEEL MIN. 6) Pn`dlKt CoIRTW drawing no.
DOOR PANEL GLAZING
MIN. D.L.OPG. i
24 CA.(.024)STEEL MIN. GLA2INC BITE Q I—�9
WINDOW WIDTH sheet-6 of 5