HomeMy WebLinkAboutProduct Approval MIAMI-DADE 171 MIAMI-DADE COUNTY-
OMR 117- 14-707 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) wwvv.miamidade.aovieconomv
DAB Door Company,Inc.
•
12195 NW 98th Avenue
. -
Hialeah Gardens;1L 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 mariner, 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 Rev L, titled"24 GA. Roll Fanned Steel Sectional
Garage Door", dated 09/10/2002 and last revised on OCT 05, 2017, sheets 1 through 5 of 5,prepared by Al-
Farooq Corporation, signed and sealed by Javad Ahmad,RE., 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.
MISSTLE 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 arid 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, arid 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# 15-0304.01 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.17-1018.12
M141.11•DADE COUNTY Expiration Date: July 21,2020
APPROVED Approval Date:December 14,2017
Page 1
DAB Door Company,Inc. r-
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Evidence submitted in previous files
A. DRAWINGS •
1. Drawing No. 02-21,titled"24 GA.Roll Formed Steel Sectional Garage Door",dated
09/10/2002,with last revision K dated 03/09/2015,sheets 1 through 5 of 5, prepared by Al-
Farooq Corporation,signed and sealed by Javad Ahmad, P.E.
B. TESTS "Submitted under NOA #11-041412" -
1. Test Report on Uniform Static Air Pressure Test,Loading and Forced Entry Test per PBC,
TAS 202-94, of"DAB 824 Sectional Residential Garage Door"prepared by Hurricane
Engineering&Testing Inc.,Report No. H H;TI-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 k73C, TAS 203-94, of`DAB 824 Sectional Residential Garage Door", prepared by
Hurricane Engineering&Testing Inc.,Report No. H H:TI-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-11-T100,dated
01/21/2011,signed and sealed by Candido F. Font, P.E.
"Submitted under NOA # 05-0228.02"
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. H FTI 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. H FTI 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. V
C. CALCULATIONS "Submitted under NOA14 14-0814.10"
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. V
Ishaq I. Chanda,P.E.
Product.Control Examiner
NOA No.17-1018.12
Expiration Date: July 21,2020
Approval Date:December 14,2017
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 A1-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
L: 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
Tnsulfoam 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#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. H N;TI 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 #14-0814.10
1. Statement letter of code conformance to the 5th edition(2014)FBC and no financial interest
issued by Al-Farooq Corporation, dated 05/13/2014,signed and sealed by Javad Ahmad,P.E.
Ishaq I.Chanda,P.E.
Product Control Examiner
NOA No. 17-1018.12
Expiration Date:July 21,2020
Approval Date:December 14,2017
E-2
•
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SITE
2. New Evidence submitted. -
A. DRAWINGS - -
1. Drawing No. 02-21 Rev L,titled"24 GA. Roll Formed Steel Sectional Garage Door",
dated 09/10/2002 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. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 17-0221.06, issued to Insulfoam, LLC, for their
Tnsulfoam Expanded Polystyrene Insulation, expiring on 11/29/2022.
2. Notice of Acceptance No. 16-1108.04, 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 14.I3C 2017 (6th 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.#15-0304.01, expiring 07/21/20.
\4'iAn
'shad I. Chanda,P.E.
Product Control Examiner
NOA No.17-1018.12
Expiration Date: July 21,2020
Approval Date:December 14,2017
E-3
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• W/(4)d14 X 5/e'SVS /IA .`RS FFSIENED TX7 ENO STILE WRH TO BE INSTALLED AT .
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__..._.- `'V .-. -RNSWALL.B ON END 516E With Window Lite Option AHD MOLLS,PER E)SN2 WALL
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KV z SECTIONS 1e"4 SECTIONS 21', D ' /S AST%.6W LOCK BAR • DESIGN PRESSURE RATING=.+36.0 PSFo
10'-3'15ECTIom IC 5 5E006 21' A ENGAGERS IN TRACK 4.0TEWAIO ENGIRDING BUT NOT MATED TO yam/ AL SCREW$T 0.
10'-8'a SECTIONS 21"- TS r ON EACH 510E OF DOOR • - 44.0 PSF. CODE OMI CO OFT WITH°MFA D®IIVR W7ER�W.R SHALL IEEE THE •y
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11'-8'3 SECTIONS 10'4 SECTIONS 21' CDG(BAR mantic SHOWNflEk[OM 9'-0'TO 9'-10 2'_ WATER INFILTRATION RESISTANCE ETC ••
• 111-8.2 SECTIONS 1a'3 5ECilm6 20 ALTERNATE TO -E -3 i 1°1-01 TO 11'-18" 2 CONDITIONS NOT SHOWN IN TN5 0 OFFICIAL
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[POP RIVETS 5/18'X 1-5/8'LAG SCREWS INTO WOOD OR MORR TRACK SUPPORT, 1-1/2'%1/2'%1/e'FORA.ANGLE HEIGHTS UPTO B FT. U'
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(// 2-3/4'X5-1/Y X J'X.104' WITH 1-1/4'EMBED INTO MASONRY 8 FT.IN H
GLV.STEEL E%1�INGY X Y%1/9'nom ANGLE j
�P ROILDl BRACKET ON FALX SIDE 3 PER BRACKET / I I A FOR DOOR HEIGHTS ABOVE 8 FT.OR N
FASTENED.W/(8)f 14 X s/9•s.YS ;; Il l DOORS WITH INSULATION OR WINDOWS Z ?TM'
"`R eo
�" 14 GA'GhIV.STEEL AOIUSGIRE F •S Ma 7w0 SPOT tmAro1-I10�.TRACT( HR SLIED TO ST FIRST AT r W/ %J/470 1-1/2'%FSTENN. NUTS. • /4-20SS. OPENINGHEIGHTPLUS12' W/J/ /4'BOLT E NUT• ANO TOSHAFT GRD&NUT�,� O TOC (2)1/ /8'BOLT h NUT LOW I •
14 CA GAIN.STEEL TRACK P~F
HORIZONTAL REINFORCEMENT • a&tY W
1/1'X 1-3/4'X-058'FORMED STEEL . VERTICAL TRACK 0 jd `
GLUEDGLUEDTO713PANEL AND FASTENED M11 - 2-1/e'x 1°X.080• p G .
VERTICAL snLEs W1M - SECTION A-A q
(2)3/15'POP RIVETS ((z'//x 5-1/2"CALV.61m Z
FAMINE,WTOP4)ROLLF31 XBRr1T(ET FOR - N:
HORIZONTAL REINFORCEMENT HEADROOM POOR OPTION — DOOR •SECTION HEIGHTS BRACKET PLACEMENTS It
m f
1/2'%1-3/C%.058'FOFNm STEELHOCHT 1ST 2140 3RD 4TH 5111 B1 82 83 84 85 86 B7 88 a�'N
CLUED TO PANEL AND FASTENED TO I 17-0' 18'18-.18-18'N/A1'TO 2°11-3/4' 2r 34' 45' 56' 87' - r • 1
•
WITH
(VERTICAL STILES R t 6'-6' 21'18 .18.21'N/A'.70 Y 11-3/4' 23' 34' 45' 58' 87' - o
R.
p Y-0' 21'11'21'21'N/A 1'TO 2.11-3/4' 23' K' 45' 56' 81' -
4 5/16'MEETING RIB , 7-6' 18'18'18'18'18'1'TO 2.11-3/4' 23' 34' 45' 56' 67' 78-1/4' ry
-r_• q.- PLASTIC/STEEL ROLLERS u I B'-0' 21°1B'18'18'21'1'TO Y 11-3/4' 23' 34' 45' 56' 67' 78-1/4' "'JJJ ++
j_ p ` 1.81'Du_x'C4. •-
SECTIONS♦ W/.H DIA%4-1/4'STEM i SECTIONS ARE NUMBERED STAHTWC AT THE BOTTOM ti m°d
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FOR DOORS MORE THAN 8 FT.HIGH,USE AOORIONAL TRACK BRACKETS AT 10'D.C.- I c o
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OPROH,LL P3ULATIONS:• - a" m 1.9'X 2.19'X J.3'%.090' fI /RODUtamplCV6 141M1 Rod&TREVIFELI �e{ oaIII"-
IN'OYPIAST PRnn1PR5 lir STEM TRACK BRACKETS �Yfnx Code N $
• 60-25 POLY-ISOCYANURATE �. 1-3/1C MGR 'I Aasyula Nn -/a Z 8 E m N
DENSITY-20 PCF CONNECTED TO TRACK WITH Piplrrlw Mk �.20 1 (0 m•'o S
N.oA he-11oe.o4 '� )1/4•ears NUTS. /
I_ •- BY'LFI IOTOAM NORTH AMERICA' - - m I'I S S• �M` 00 Z LD
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IN DENSITY
ENSI CYI OFT0.R2ll III `s: I iIrr- -,6
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DRAWING QUALITY 0-40 -
MN.VELD SIREXH=39 161 cs
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APPLIED TO BOTH SIDES OF REEL ,
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• - DOUBLE,TRACK E,o_ .
tz CA C.M.V.STEEL • AVAI.AB TRA.K OPTIONS L1111:I Tr .,
BOTTOM BRACKET FASTENED 111 rlfl rrA� �I—
w/ry)f u X s/e'sMs P�(P�....,-R{,�A.
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SECTION A-A �x.-I,r•..� � _
SEE SHEET 2 FOR LOCATION- ' s79/6i T�H`i 1(1G�l�1 ss Ishe0e23025)
OF REINFORCING TRUSSES Y -11
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z^ 1'1/2'YIN. m - SELF MD11NC SCREWS le X 1' �Y �p
I 06T. G I 3/18''KNEE STEEL RNETS
OR ORD1W0 SCREWS OR Z. n
YULTNz?W/DONE HEAD 3/18'.'RNIX'STEEL RIVETS &
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' AT 6'FROM ENDS • ', AT e'FROM ENDS I I AND 15'O.C.YVL I AND 15'O.C.YAX • "� �� v N
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1 •• BOTTOM SERI OPTIONS �ROWCfpEV16eD F.
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OPTION 'A' V OPTION 'B' V Acceptant No (
6P0e1Me Dur > / '
WOOD BUCK CONNECTION TO WOOS SUBSTRATE(19000 SPECIFIC GRAVITY S0=OS5 MM.) ^/d .JZ 1m o
THE INSTALLATION METHODS SHOWN ABOVE SNOWS 208 SIP WOOD BUCK ATTACHMONT f" �'� C o V
TO WOOD STRUCTURES IF THESE METHODS ARE FOLLOWED NO ADOMONAL CALCUTATWNS/DESN:N n 4
WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE �{ j
FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD.IN_STAWITION WT BE p °Q LL
VERIFIED APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. ANCHOR SPACING Ci 6t
ANCHORS STRUCTURE EMBED SPACING EDGE INST. R q•Li-
3/8'HLC SLEEVE BY'HAT' CONC. 1-1/4' 8' 2' p
3/8'CONIES)Ter
FN1ID REST 8• 90
3 8 OTNABOIT Bf Rw GONG 1--/-2'. B' 2'.3-124:
5/18'X 1-5 B'. MUST SUPP• STEEL OORT THE LRE BY OTS IMPOSED 3//'POWER-BOLT BY'POWERS` CONC. ' Y 8' 2' a 0 Z,
• IAC BY DOOR SYSTEM ]J8'SLEEVE-ALL BY'SIMPSONS CONC. 1-1/2' 8' 3' N o.
m o 0
AT IY Q0. CONCRETE fe.3000 PSI MRL c6. N p
! 5/1B•OR.BOLTS C-80 GROUT OILED BLOCK fn.-2000 PSI MIN. r O.-2 I!
T'WITH WASHER k NUI •
WOOD BUCK CONNECTION TO MASONRY y�.' '•' _ AT 12•D.C.MAX EDGE DIST. - 1
• PRESSURE TREATED 208 SOP W000.NYBS WHICH SHALL BE ANCHORED TO- �' � _�
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC.COLUMN WTTO •
gilimmiiI
... .1/4'ULTRAWN BY'ELCO'WITH SPACING OF r ` ._. - .
12'0.C.INTO GROUT IDLED BLOCK WALL,WITH 2-1/4'MIN.EMBED �,. ' 1' B a C ..
13'O.C.INTO 3000 PSI CONCRETE.TM 1-3/4'MOL EMBED I ,,. .�.% a.441-1/AIX%2-1//Y X 14 G / •
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2-1/2'IDN.EDGE DISTRICT 1-1/2 I',I .I,1-/2'-,• C0 SIEE1 AF%iE 1-/z' ,° E:
B, •
1/4'D.C. NBT'POWERS'WITH SPACING OF 12 B GALV.001E S1 EFL C Da U
11' ..INTO GROUT DFILLEO ELX WALL,-3/'I/Y YIN.ABED - MTB B.C.IN O TONG e i>> S
1Y O.C.INTO 1000 P51 CONCRETE.WITH 1-3/4'NUE EMBED 1/16'%2-1/2 AT 12'O.C.IN DOOR OPNG. fAL�e51EEl'll%MCN G ib 4 a
Y MOL EDGE DISTANCE FILLET W� AT 18'O.C.ABOVE OMR°PAG. J' FASTENED TO TRACK FURIES
AT 12.O.C.MAX CONNECTED TO CONT.ANGLE W 2 144572,0%,50;TRUSS N0.
3/0'LONFLIX BY'ELCO'OR '°
J/8'IDT BY TTYf WITH SPACING OF • W/(3)SPOT WELDS AT EACH SIDE SLOTTED NUT a..,.
23'O.C.ONTO 3000 PSI CONCRETE.WITH 2-I/2'MOE EMBED a:^-5
d 9'
LNQF TRACK REVERSE TRACK CONTINUOUS ANOO TR ry .�
Y NOL EDGE DISTANCE fg�NUaS e
• 3/e'MC SLEEVE BY TILT'WITH SPACING OF_. •
T°19°°0 BUCK jQ$jEFE TD CONQhTE ANO FRrm RIM: - R-^_
10'0.C.INTO GROUT FILLED BLOCK WALL,WITH1-1/4'MIN.EMBED,4'MIN.EDGE DIST. • .• f' - Y J
15'O.C.INTO 3000 PSI CONCRETE WITH 1-1/4'NTN.EMBED AND • 111111111lI .-.
2-1/Y ION.EDGE DISTANCE A RNA e K INCE 1 eTION `1NPJP,p•H►�/1, '' s
PREPARATION OF JAMBS B1'OTHERS , );'�ECENBF'`•.. � ,
R.
+MR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY - .70 0 s I
ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED - E` . _
WE DOOR SYSTQI. - *. 1 TY_ b1 9.. .M • .
FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF J,g_,`^
RECORD 0008 INSTALLATION MAY BE REVIEWED AND APPROVED BY • •
{{ L, •�1• - - yi
GUIDING OFFICIAL UPON INSPECTION. • i.•I `' "":r ' ,4 ' CF c- drawing no. • .
MAXIMUM FMFAIOR(.F)LOAD PER.WB.(18.18'X 62 PSE)/2=281 Lea per FL •-- s;••..tcwor,�•'do:- 02-21
NALIMUY INTERIOR(-)LOAD PER.AIB-(18.18'X 44 PSF)/2-355.5 Lea Per F1. ///S�OWAL 1v1-11` ' .
!!,11111 tsheec4DT 51
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IV E Joao- 110.10.1• NO 77121� DAB Door Company, Ina: ENGINEERS h PRODUCT DEVELOPMENT
N .I1t.al.14 REV.PDt Rat WYNENI6 9380 SUNSET DRIVE,SUITE 420
°• N �—or'ap 1 N 00075 NO MANCE IMO SHEET 12195 N.W. 98th Ave. mwMl,PtnwowsalTa (c s.n.sssaJ G.
C ,own LOWED TO 2011 E50 Hialeah Gordons, Fl.33018 1751..(505)2.5.72.20o rAMG(306)2626976
•
•'°JAI,.h^• 1 Tel:(000)267-2016 Faso(305)302-9272
„ GARAGE\02-210Ae)