HomeMy WebLinkAboutProduct Approval FILE COPY
MIAMI+DADE NIL4MI DARE COUNTY
e PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONO-NUC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE .NOA .miamidade. ov/econom
DAB Door Company,Inc. S E P 17 2019
12195 NW"'Avenue
Hialeah Gardens,FL 33018 ST. Lucie County, Permitting
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 maturer,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 914"Wide w/
Window Lite Option(DP+50.0,-60.0 PSF)
APPROVAL DOCUMENT:Drawing No,01-09 REV L,titled"Sectional Garage Doot",sheets 1 through
5 of 5,dated 02/01/2001 and last revised on OCT 05,2017,prepared by Al-Farooq Corporation,signed and
sealed by 7avad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the
Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section.
MISSILE IMPACT RATING:Large and Small Missile Impact Resistant
LABELING:A permanent label with the manufacturer's name or logo,manufacturing address,model
number,the positive and negative design pressure rating,indicate impact rated if applicable,installation
instruction drawing reference number,approval number(NOA),the applicable test standards, and the
statement reading`Miami-Dade County Product Control Approved'is to be located on the door's side track,
bottom angle,or inner surface of a panel.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERNIINATION 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 Count,
,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#16-0330.02 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as
well as approval document mentioned above.
The submitted documentation was reviewed by Ishaq I.Chanda,P.E.
NOA No.17-1018.13
MIAMH7ADE CG�t]NTY
. , Expiration Date:August 9,2021
Approval Date:December 14,2017
` Page 1
1KA\11
,
DAB Dour Company.Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SI1BrYHTTED
1. Evidence submitted in previous files
A. DRAWINGS
1. Drawing No. 01-09,titled"Sectional Garage Door",sheets 1 through 5 of 5,dated
02/01/2001,with last.revision K dated 03/21/2016,prepared by Al-Farooq Corporation,
signed and sealed by Javad Ahmad,P.E.
B. TES'T'S "Submitted 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 D_AB 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-OSI 6.03
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 01118/2001, 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.
1Sc,A \. �d-
haq L Chanda,P.E.
Product Control Examiner
NOA No.17-1018.13
Expiration Date:August 9,2021
Approval Date:December 14,2017
E-1
S
DAB Door Company,Inc.
NO'T'ICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS "Submitted under NOA #14-08.14.04"
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.
"Submilted underNOA#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. MATERLkL CERTIFICATIONS
1. Notice of Acceptance No. 15-0915.08,issued to SABIC Innovative Plastics,for their Lexan
Polycarbonate Sheet Products,approved on 12/10/2015 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. 15-1203.04,issued to Cellofoam North America Inc,for
their Expanded Polystyrene Block Insulation,approved on 03/17/2016 and
expiring on 02/24/2021.
"Submitted under NOA#05-0228.02"
6. Test Report on Accelerated Weathering Using Xenon Arc Light Apparatus Test per
ASTM G155 of"PVC Extrusion Material",prepared by Hurricane Engineering&
Testing,Inc.,Report No.HETI 04-A002,dated 09/27/2004,signed and sealed by Rafael E.
Droz-Seda,P.E.
7. Test Reports on Tensile Test per ASTM D638 of"PVC Extrusion Material",prepared by
Hurricane Engineering&Testing Inc.,Report No.HETI 04-T251,dated 11/29/2004 signed
and sealed by I.Ghia,P,E.
8. Test Report on Self-Ignition Temperature Test,Rate of Burn Test and Smoke Density
Test of"REHAU non-foam PVC extrusion material",prepared by ETC Laboratories,
Report No.04-761-15019.0,dated 05/0612004,signed and sealed by J.L.Doldan,P.E.
F. STATEMENTS
1. Statement letter of code conformance to the 51 edition(2014)FBC and of no financial interest
issued by Al-Farooq Corporation,dated 03/21/2016,signed and sealed by Javad Ahmad,P.E.
Lshaq IL Chanda,P.E.
Product Control Examiner
NOA No.17-1018.13
Expiration Date:August 9,2021
Approval Date:December 14,2017
E_2
DAB Door Company.Inc.
NOTICE OF ACCEPTANCE:EVIDENCE SUB
2. New Evidence submitted.
A. DRAWINGS
1. Drawing No. 01-09.REV L,titled"Sectional Garage Door". sheets 1 through.5 of 5,dated
02/01/2001 and last revised on OCT 05,2017,sheets 1 through 5 of 5,prepared by Al-
Farooq Corporation, signed and sealed by Javad Ahmad,P.E.
Note:This revision consist of editorial changes to comply with FBC 2017.
B. CALCULATIONS
1. None
C. QUALITY ASSURANCE
1. Miami Dade.Department of Regulatory and Economic Resources(RER).
D. MATERLALL CERTIFICATIONS
1. Notice of Acceptance No. 17-0221.06,issued to Insulfoam,LLC,for their
Insulfoam Expanded Polystyrene Insulation,expiring.on 11/29/2022~
2. Notice of Acceptance No. I6-1108.04,issued to Dyplast Products,LLC,for their Dyplast
ISO-C1 Polyisocyanurate Insulation,expiring on 01/11/2022.
3. Notice of Acceptance No. 15-1203.04,issued to Cellofoam North America Inc,for their
Expanded Polystyrene Block Insulation,expiring on 02/24/2021.
4. Notice of Acceptance No. 15-0915.08,issued to SABIC Innovative Plastics,for their Lexan Sheet
Products,expiring on 07/17/2018.
E. STATEMENTS
1. Statement letter of conformance to FBC 2014(5th Edition)and FBC 2017 (61h Edition),
prepared by Al Farooq Corporation, dated 10/05/17,signed and sealed by Javad Ahmad,
P.E.
F. OTHER
1. This NOA revises NOA#16-0330.02,expiring 08/09/21.
Ishaq I.Chanda,P.E.
Product Control Examiner
NOA No.17-1018.13
Expiration Date:Aagust 9,2021
Approval Date:December 14,2017
E-3
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B-9 s SUTOM 21-1- BRACKET BRACKET iNSIDE ELEVATION DAD DOORS INC.
9' s SECrKM IB'- STD. UFT DOOR LOW HEADROOM RAISED PANEL EMBOSSED DOOR Hurricane Mosterm Model 824/811
DOOR OPTION Max. Size 9'-4" X 18-0° Hfgh ry r3 ;
9•-3' S SECTIONS te`t SECTION 21' I
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PLATE _.,___._._........__..._................._...-......_
YO'-3' t SECTION t6• 5 5EC1tON3 27• CENTER STILE WITH(4)d14 X 3/4"SDS IN UEU OF' 5/8•SMS 1 j�
DESIGN PRESSURE RATING = + 50.0 PSF I
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11'-31 4 SECTIONS Ir 3 sEOTIOM 21" REQUIREMENTS OF THE 2014(57H EDOTON)/2017(67H EMfTION)FLORIDA BUILDING CODE,TAS-202,TAS-201&TAS-203 FOR HVHZ AND
11•-6' 3 BECKONS 16•+sEcnarrs st' BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). ASTM EIBee-O5 ASIM E1995-os, €
11'-9• 2 swriim i0'5 SMMIS 21^ ° f i LOCK BAR GUIDES -ilg
t7 1 SECTIONS 10.6 SECRONS 21 = LINSTAL ED ON END STILE 2.ANCHORS SHALL BE CORROSION RESISTANT, SPkCFD AS SHOWN ON DETAILS 3 He'le
tz'-3' 7 sEC€toNs 2t - WITH(4} �i4 N 5/8'SYS
AND INSTALLED PER MANUFS INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT -He'le
12'-6• a secrais te'2 SECTIONS 21' Q MATERV{!.SHALL BE BEYOND WAIL DRESSING OR STUCCO.
12'-9" s SM1)M4 IB•3 SECTIONS 21` 1ST%.6W LACK BAR 3.A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. lJ ""' "'
13' 4 SECTIONS 10'4 SECTIONS 21` ENGAGES IN TRACK 111111 i l l yl�4
13-J' 3 SECTIONS IF 5 SECTICts 21• ON EACH SIDE OF DOOR 4.MATERIALS INCLUDING BUT NOT LIMITED TO STEEL./METAL SCREWS,THAT ��tt 1"w�••? ,�.yeAii o ,°i
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14•-3' 6 SECTIONS 10'3 SEC60tS 21• ALTF_RNATE TO SMNG LOADED SLIDE BOLT FOR A SITE SPECIFIC PROJECT,i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY
s SMT6 We 4 S&569 11� LACKS SHOWN ABOVE OF STRUCTURE RECEIVING THIS PRODUCT AND SMN40 AROUND OPENING FOR r*y 4 a
14•-9• 4 sE•cneNs se's SECTMM 21• WATER INFILTRATION RESISTANCE ETC. _.. .... ..
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15'-3' 2 SECTIONS 16">'SECTIONS 27' AND TO BE REVIEWED BY BUILDING OFFICIAL.. K3fA4rMiltc Df.
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HORIZONTAL RMNFORCE HEIGNr IST 2ND 3RD 4TH 5TH Bt B2 83 64 BS 86 87 88
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_ —SECTIONS ARE NUMBERED STARLING AT THE BOTTOM n
1.82.DIA.x.56'ROLLERS �- j er
FOR DOORS MORE THAN 8 FE HIGH,USE ADDITIONAL TRACK BRACKETS AT 10'O.C. O.i
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ROLLER
'
ROLLER HRiGES FASTENED
W/(4)#14 X 576"SMS m
MRL 1J2r ROLL FORMED STEEL.PANEL I g F R
DRAN4NG QUALITY C-40WL
WITH aRLELD� n�BnKEO ONS TRACK CONFIGURATION z €,
: APPLIEDLPDEO
!E OBOTH SIDES COAT
I _
i
c= VERTICAL LIFT HIGH LIFT STANDARD UFS LOW HEADROOTA
n DOUBLE TRACK S
AVAILABLE TRACK OPTIONS
11111 uTTrF r
1B0OTTTOOM BRA KTTFASTENEO AMU. '���. q
W/(4)#14 X 5/B'SMS r y �� '.
BOTTOM SEAL OPTIONS
SEE SHEET 4 �-
% OF :�ffA� drawing no.
AZ fly''
SECTION a
. 3 N, f0 Rf-3f4`X.OSB"
/8 X 1' STEEL TR'
r .DIST: SELF DRILLING SCREWS Is
k � 1-1/2"MIN. OR sELFX DRLLLDtO scREWS Z
t E D€ST.- E 3/18"'RWEX'STEEL RMEfS 014n ua
4g MULTIGRIP W/DOME HEAD 3/18''RWEX'STM RIVETS p 5
r AT 48'O.C.
�i ATL7ICFUP C.J DOME HEAD
if2'X t�3f�%UENT 638
DIA.LAG SCREWS 1/4"DIA.LAG SCREWS FORMED STEEL. N
2W Ot/4`DAT D'FROM ENDS AT G'FROM ENDS } ! �•C
1 AND 19'O.C.MAX i I AND 19'O.C.MAX. Q
1 Gl pL
WSW
M __ QIP ADAPTER 6 M
i RUBBER W'�PGNG
$ �g
RUBBER W'SRTIPPING
J7 Z��
I�.5:4 300 y8 Y W m
k^-1.730—moi t 7.790---•i—� PRADLCfdtEYFSE{i OICW �?
tAawpyleX ab►iOa FTeeiQ� �'+
OPTION .A. OPTION B' 60ZT SEAL OPTIONS a ammbelft oIT-Wkt �
1 j
WWD BUCK CONN ON TO WOOD ,$U (WOW SPECIFIC GRAVFFY SG-0.55 MIN,) A..A gbAbW
THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X8 SYP WORD BUCK ATTACHMENT
TO WOOD STRUCTURES.IF THESE MEMODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DE51ON M
WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE C� �-
FOR DOOR REPLACEMENT APPUCMNS WITH NO ENGINEER OF RECORD,INSTALLATION MAY BE _ ANCHOR SPACING
VERIFIED AND APPROVED 8Y THE BUILDING OFFICIAL UPON INSPECTION. ANCHORS FSTRUCTURE I EMBED ISPACINCIMCE DIST, a.c
3 8 HLC SLEEVE BY FIG. CONC. 1-1 4" 8` t-5.B E+b c Q
3 8'HLC SLEEVE BY fl 8LOCk 1-1 4 I�02
3 DYNABOLT BY CONC. 1-1 2 2' O t` `E L
3 S"OTHIERS DYNABOLT BY FRIED BLOCk 1-t 2' 2-f 4 €o ca�
5/T6Lx 1 R� MUST SUPFC}AT THESIM STRUCrURE YLOADS IMPOSEfl 3 POWER-86LT BY OWERS CONC. 2' ES" 1-7 I O z=
BY DOOR SYSTEM 3 8 5 LVE- BY P50HS
AT 12"O.C. m o0i
CONCRETE f c e•3000 P51 MLN. o I
s/18`mx BOLTS C-90 CROX FRIED BLOCK rm-2000 PSI GRN. �s
WOOD BUCK CONNECTION TO MASONRY '�' - WITH WASHER&NUT t�
�;.• . .. AT 12'O.C.MAX.
PRESSURE TREATED 2X6 SOP WOOD r K WA WHICH GONG.
O ANCHORED 7D � U �
GROUTED REINFORCED MASONRY SOCK WALL 0.4 CONC.COLUMN WITH �
1f4"ULTRACON BY'EL.CO'WITH SPACITIG OF I1
tG'O.C.INTO GROUT FILLED BLOCK WALL.WITH 2-1 4`MIN.EMBED � +
le O.C.INTO WDO PSI CONCRETE.WITH 1-3/4'�EMBED
2-1/2'MIN,EDGE DISTANCE 1-1 4 X 2-1 X 14 GA
L
1_1/2• 'Lnr srEa aN�a> 1-1Jz" io i y.
iJ4'TAPPER BY'POWERS'WITH SPACING OF R�•,
14`O.C.Bft0 GROUT F01.ED BLOCK WALL WITH 1-1//2•MLN.EMBED -- -- 12 GA,QALY.STEE!-^^^--_----- - cCi b$
18'O.C.INTO 3000 PSI CONCRETE,WITH 1-3/4'i EMBED FLAT BRACKETS t3'LONG .�51'£XEL'1RACIC
1/ta`x z-1/z AT 12'O.G.IN DOOR OFNG.
3'MGN.EDGE DISTANCE FILLET WRDS FASTENS@ TO TRACK PLATES
SJ8"CONFLF.x BY'SLOW'OR AT 12"O.C.MAN. AT 18"O.C.AtitNE DOOR OPNG. �/'�W��((2)j 1/4-20XS//6"TRUSS HD. z .
J/8"fDT 6Y'RYP WITH SPAODNG OF CONNECTED TO CONT.ANOLE SLOTTED fA,S,&LDIxS NUT
24'O.C.TNT.3000 PSI CONCRETE,WITH 2-11r MIN.EMBED W/(3)SPOT WELDS AT EACH SIDE .
2"MIN,EDGE DfSTANCE CONTIN X ANGLE TRACK REVERISE TRACK CONTIMXf11c ANGLE TRACK
`HLC SLEEVE BY'HILT['WITH SPACING OF 7T/WOOD HEI y( I'>L3'lgl. TO CI1N RETE A n FT IM Rt OCK °1 B^ a
BPO.C.INTO GROUT FIUED BLOCK WALL.WITH 1-1/4" --
MIN.EMBED,4'WN.EDGE DIST.
18"O.C,INTO 300.PSI CONCRETE.WITH 1-1/4'MIN.EMBED AND /'('ITT 7 ------
-��--
2-1/2'MIN.EDGE DISTANCE ALTERNATE 'TRACK INSTALLATION �cctt r I��G
PREPARATION OF JAMBS BY OTHERS
FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY
ADEW%'Y OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSE@ .. ,
BY DOOR SYSTEM.
FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF a
RECORD.DOOR INSTALLATION MAY BE R£YEWD AND APPROVED BY
BUILDING OFFICIAL UPON INSPEGTON, ', droving no.
MAXIMUM EXTERIOR(+)LOAD PER JAMB- (9.33'X 50 PSF)/2-233.3 LCs per FL '' �� •' ����` —a� ..
MAXIMUM INTERIOK—)LOAD PER:Arae—(9.33'x e0 PSF)/2-279.9 Lbs per FT.
i/if lint Y aheei 4 of 5
PLASTIC COMPLIES WITH 500 zso �Ir1V
0
DOOR PANEL CHAPTER 26 OF FBC ____ g
24 GA.(:024)sr U MLN, SEE EVIDENCE PAGE Z " ' S
a y :
Fq
1.765
I 1.725
7/46'DIA WASHER ' j
1,144 1
j%
L 8 I
>f6 X 3/4'SMS21 3/4'
1 t
FROM ENDSOr O.C.MAX WDTI .176 --•eoo S q e�
a 6
,EXTERIOR ERM * INTERN FRAME a.
1a p 18 1/w I RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION `
�(4)06 x 3/4!'sus v x o uAQ w s
1 Ii!.€ �.,` O 1-311, FROM ENDS m J g
fill i AND 6-t/Y O,C.AW: n o D.L.O, t7 S
j i o �i�E � •�
111
17S X.062 DEEP IIJ
jljl GROOVE I
o f
iilf 7. O;tl
Lill`
! 1/4POLYCARBONATE LONN1 ' C MOVA7WE KAMM' �c
EEI El ------------ ED
! NOA 1f15-0915.08 v��
L1
l t
y Z'
6 ti W ! hl
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g
i0Z0
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Iilj -- —
iSil
i`i! PRttQitCtR$Yk4BR
,f ,175x,062 DCEP l 1nitlffle
li!i atoave
a
(4)ea x 3/4'SMS INSIDE ELEVATION l P
1 f j! I : o t-3/8'FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS
t ij i i -AND 6-1/2'O.C.MAX. 0$ $
f ., WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION ,..... .
O + . P6 x 3/4 sDs
03fT26M ENDS .._.175 X.062 DEEP ••
I
AND Pt/2'O.C.MAX.
7
\ /8 X 3/4'SMS
T.
FROM ENDS
O.C. - +�AA`G .-
I ANn O.C.MAx --- 4
7/16•DIA,WASHER
DOOR PANEL -i1i••1�...�ExTERiOR !,. _ � •Q-r� � �� $ � ..
24 GA.(.024)STEEL MIN. •,1t�
DOOR PANEL 15/16'MIN. D.L.OPO, : OF drowinq no.
24 CA(.024)STEEL.MIN. GLA21N0 B11E .`�`'••. ORi4l`•• •�,. 01-09
WINDOW WIDTH k
A!c 7i11 411 sheet--5 .f 5