HomeMy WebLinkAboutNotice of Commencement MIAMt•QADE
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MIAMI-RADE COUNTY
179111 k,I 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 78 315-2599
NOTICE OF ACCEPTANCE OA e. ov/ec inomv
Overhead Door Corporation JAN 2 4 2018
2501 South State Highway 121,Suite 200
Lewisville,TX 75067 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 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: Series 170/180 Steel Sectional Garage Door up to 16'-0"Wide with Optional EPS
Insulation and Impact Resistant Glazing
APPROVAL DOCUMENT:Drawing No.411056,titled"Series 170, 180WL,WS9, 16'Max.Wide",
sheets 1 through 3 of 3,dated 07/15/2011,with revision P3 11/14/2014, prepared by Overhead Door
Corporation,signed and sealed by Dwayne J.Kornish,P.E.,bearing the Miami-Dade County Product
Control renewal stamp with the NOA number and expiration date by the Miami-Dade County Product
Control Section.
MISSILE IMPACT RATING: Large&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 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#140825.07 and consists of this page 1,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: 16-0617.07
MIAMI APPRO COIAHTY Expiration Date:September 8,2021
Approval Date:September 1,2016
16 Page 1
Ovcnccad Door Corporation
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No.411056,titled"Series 170, 180WL, WS9, 16' Max.Wide",sheets 1
through 3 of 3,dated 07/15/2011,with revision P3 11/14/2014, prepared by Overhead
Door Corporation,signed and sealed by Dwayne J.Kornish, P.E.
B. TESTS "Submitted under NOA #11-0211.05'
1. Test report on 1)Uniform Static Air Pressure Test,per FBC,TAS 202-94
2)Large Missile Impact Test,per FBC,TAS 201-94
3)Cyclic Wind Pressure Loading Test,per FBC,TAS 203-94,
along with marked-up drawings of a 16'x 7' Model 8024/8124 Galvanized Steel
Sectional Door System,prepared by Certified Testing Laboratories, Inc., Test Report
No. CTLA 2047W-2,dated 05/17/2007,signed and sealed by Ramesh Patel,P.E.
2. Test report on 1)Uniform Static Air Pressure Test,per FBC,TAS 202-94
2)Large Missile Impact Test,per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading Test,per FBC,TAS 203-94,
along with marked-up drawings of a 16'x 7' Model 8024/8124 Galvanized Steel
Sectional Door System with Impact Resistant Glazing,prepared by Certified Testing
Laboratories,Inc., Test Report No. CTLA 2049W-1,dated 11/09/2007, signed and
sealed by Ramesh Patel, P.E.
3. Test report on Forced Entry Resistance per FBC,TAS 202-94 of a 16'x7' Series 180
Sectional Residential Steel Door,prepared by Hurricane Engineering&Testing, Inc.,
Test Report No. HETI-01-1016,dated 05/26/2001, signed and sealed Arshad Viqar,
P.E.
4. Test report on Tensile Test,per ASTM E8 on embossed steel,prepared by Certified
Testing Laboratories, Inc.,Report No. CTLA 1672W,dated 05/22/2007,signed and
sealed by Ramesh Patel, P.E.
5. Test report on salt spray exposure,per ASTM B 117 on G30,G40 and G90 coupons,
prepared by Environmental Testing Laboratory, Inc,Report No.9100550287, dated
03/13/2006,signed by Brady Richard.
C. CALCULATIONS "Submitted under NOA #11-0211.05"
1. Anchor calculations and commercial track design verification prepared by Overhead
Door Engineering, dated 02/08/2011, signed and sealed by LeRoy Krupke, P.E.
'00/7y 16
Carlos 1VL Utrera,P.E.
Product Control Examiner
NOA No 16-0617.07
Expiration Date: September 8,2021
Approval Date: September 1,2016
E-1
Overhead Door Corporation
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
D. MATERIAL CERTIFICATIONS
1. Test report on Self Ignition Temperature per ASTM D1929 of EPS foam plastic,
prepared by Omega Point Laboratories, dated 05/17/1991, signed by William E. Fitch,
P.E.
2. Test report on Surface Burning Characteristics(Flame Spread and Smoke Density
Index)per ASTM E84 of EPS foam plastic,prepared by Omega Point Laboratories,
dated 07/30/2001, signed by William E. Fitch,P.E.
3. Notice of Acceptance No. 12-0605.05,issued to Bayer MaterialScience LLC,for their
Makrolon Polycarbonate Sheets, approved on 12/06/2012 and expiring on 08/27/2017.
E. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER)
F. STATEMENTS "Submitted under NOA # 14-0825.07"
1. Statement letter of code conformance to 2010 and 5th edition(2014)FBC issued by
Overhead Door Corporation, dated 11/14/2014, signed and sealed by Mark A.
Sawicki,P.E.
"Submitted under NOA #11-0211.05"
2. No financial interest letter issued by Overhead Door Corporation, dated 08/08/2011,
signed and sealed by LeRoy Krupke, P.E.
a8'24(�1 G
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No 16-0617.07
Expiration Date: September 8,2021
Approval Date: September 1,2016
E-2
REVISIONS
D NOTES
13 GA HEAOPLATE
1-NOR1 RESISTANT GLAZING SYSTEM MAY BE /E2-.A 13 GA HORR ANGLE ,-� 20 GA CENTER STEL
INSTALLED N TOP DR NTFRMEDIAIE SECTION(W1H
OR WTHOUf DECORATIVE INSERTS) GLAZNG SHALL 16 GA END STILE 5•IE
BE 1/4"YAKIROL00 POLYCARBCJATE GR EWAL
(MIAMI_ APPROfED).YA10MW ILALNO -
D DWENS= 91ALL BE 1656' 12.28'.SEE DETAIL E _ __ �Q
ON SHEET 2 FOR ASSEMBLY DETAM 15 GA WN H018Z J Q: I D
2.VINYL OR WOOD DOOR STOP NAKEDA MAXIMUM OF RACK !D
6'O.C.MUST OVERLAP TOP AND NTH ENDS OF
PANNEELS MUM 7/16•TO MEET NEGATIVE LAC SCREW��;
1
3 KEY LOO(.SLIDE LOCKS.OR OPERATOR REQUIRED. 13 GA MIN PERT
TRACK 4 -
4.SECTION STEEL TO HAVE A MINI 24 GA
THICKNESS WITH A MINIMUM G40 COATING AND A • _
WNIMLM YIELD STRENGTH OF 33.8 KSL • -
5 THE DE SI ON OF THE SUPPORTING STRUCTURAL C
ELEMENTS SHALL BE THE RESPONSIBILITY OF THE ..D EFT
PROFESSIONAL OF RECORD FOR THE BUKONG OR t/1-20.9/1fi TRACK B _
STRUCTURE ANO IN ACCORDANCE WITH CURRENT BOLI ANO 1/�2D NEX T't9
BUILDING CODES FOR THE LOADS LISTED ON 7HIS NUT AT EACH JB-US : m HELI
04AWMG. JAMB BRACKET LOCATION
6.NOW SUBSTRATE FOR DOOR JAMB IS TO BE
MINIMUM 2>m"0.'
SGUIHEAN FINE.REFER TO SHEET LA0
3 FOR ATTACHMENT TO SUPPORTING STRUCTURE.FOR SCREW AT EACH •' -
DIRECT MOUNTING OF JAMB BRACKETS 70 OTHER JAMB BRACKET
SUBSTRATES,SEE JAMB DETAIL SHEET 2.FOR
MOUNTING OF CONTNDUS WALL ANGLE.SEE
C GONTINOUS WALL ANGLE DETAL SHEET 3.
7.FOR LOW HEAD ROSY LRT CONDITIONS.TDP m
BRACKET SHALL BE A 13 GA LHR 7/4 TOP BRACKET
NTM A MINIMUM OF(3)1/4-1M7/5SELF DRILLIHO 1S GA STFEENED
CUMPTITE SCREWS IN LEU OF THE BRACKET SHOWN JAMB BRACIQTS
ON THIS DRAWING.U-BAR ON TOP SECTION S KALL BE SEE SCHEDULE FOR
INSTALLED
ON TOP OF LHR TOP BRACET& OUMJITV.Y&T= • _ _. - _ - PRODUCT RENEWED
4 LOUVERS MAY BE INSTALLED ON THE DOOR IF THEe• . m as complying with the Florida
TOTAL MOF EA THE LOUVER COLS NOT EXCEED 110 KEY LOC(OR SIRE LOC( 0. Building Code -
SQUARE NICHES, EACH END(NOT REQUIRED '
WTH OPERATOR-SFF - Noa-No. 16-0617.07
f.DOORS WITH DECORATIVE OVERLAY ME UNITED TO® NOTE 3), SLIDE LOCK j 'v D m ELK 1 tion a 09/08/2021
A MAX SZE OF 12'WIDE BY 8'HIGH FOR T4S MITCH SHOWN FOR CARITY p ra
CODE.
10.IN LIEU OF THE SHORT PANEL EMBOSSMENT —_ By
• o
EUB065MENT MASH WN.LONG YNEL EMB�O$SIIFINT ® I'�.1EL (4)SECTION SOLID tl07E:.EEI 1 18•FOR HINGE AND STILE
SHOWN. SEE Mleml-0a Product Control
® DOOR SMOWN. SEE SHEET 2 ` HINGELE
11.THINFLIS GARAGE DOOR HAS NOT BEEN TESTED FKR FCR U-BAR LOCATIONS ON LOCATIONS ON OTHER SIZE DOORS
NR TRATION. DOORS WITH OTHER SECTION -�--
OUAMITES AND SEE NOTE 1
B THUS SHEET FOR GLAZING B
OPTIONS
\— \�TTTYE7TL,/
JA118 BRACKET SCHEDULEOF JAMB AM P
DOOR NIL OF BRACKETS BI MEASURED FROM BOTTOM .•-•�CEN`T-•~��1 i
HEIGHT SECTIONS EACH'Na) OF TRACK(ALL DIMENSIONS t 2' O:••
SUPERIMPOSED DESIGN PRESSURE a-e 4 - - - us 38 EE2u as -s -1 4 .s-us 77815 S
LOADS ON SUPPORTING STRUCTURE -r-0 4 7 Je-us,10 Je-US,21-3. JB-L'S)'zs-3 4 Je-us.4z s-us,51-1 —). *: ?
.1 s. .
DOOR DOOR UNIFORM LOAD EACH JAM(PRF) _ JB-US,1 JB-U .21- US 28-3 4 JB-US 9 .B-US 48 JB-US, -1 2 JB-US,76-1 2 -
MOTH
IF
1 - ALL +270.0-2040
O •_ STATE OF
NOTE-
12'-0' ALL +276.0-3120 (JB-US)FOLLDWNG DIMEWSON DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK WITH 1/4-20.8/16•TRACK BOLT MD NUT AS SHOWN ABOVE. ���
14-0 ALL +]zL0-364.0 :�S1•'•..�RLD. -'01
15 AIL +545.0-380.0 ALL DOLES GREATEN THAN B N HEIGHT OR WIN DECORATIVE OVERLAY REOWRE USE OF CONTINUOUS WALL ANGLE.SEE SHEET 3 FOR DETAILS. ///S�O �,`\I -
1e Au +345. //,J F NAL L F
APPROVED DESIGNS PE
PE sT(/Fl�i6
-Z S.STAT J. Y 121, UI
q (.=.M"DN SERIES 1 7�J— 1 7 6, 1 8 3— 1 8 6 250' S.STATE HWY'2',SUITE ZDD
MODEL
CONFIGURATION
L,EWIS'ILLE.7X 75067 q
FL PE 77815
173 SHORT PANEL
174 IDN- STATIC PRESSURE RATINGS APPROVED SIZES
EL
176 UNI
183 SHORT PANEL-INSULATED MAX MIL
wa..m.•.�•,,..�..mA. FlNISH Hlro,aWt+ Amo r
1B4 LONG PANEL-INSULATED• DFS(?I PRESSURE(PSF): 46/-52 MAX Ff.KT/(T: 14 um.)s1 s_ -. HAHBRRe •y H/A ` M.SAWICNI 11/30/10 SERIES
yI�1871IAX WIDE
1 A -W IMPACT/CYCLJC RATEO: YES(HVHZ) MAX SECTION NEIOHT: 21 .mt Ta.Soo.00e/-ms x 3.1
•IHSULATON Is EXPANDED POLYSTYRF)IE IN® HAvI Soo+. -.00] m i a 0 uMfEASUREE NONE c:F;ERNV 7/1s/T1 D-411056
CONPUANCE MIT N CHAPTER 26 OF THE FOG i :t/le ANa6 a.s EACH F.TJONG 7/13/11 1
REF DAG USED ON
8 7 6 5 4 3 2 1
g 7 6 5 4 3 2 1
C>
NOTES
13 GA ROLLER SIDE ATTACHED TO
BRACKET WITH 5/=1181=6
he-18 BOLT Q 1AJf pwIFA�mI b A�7F1PIIfANff IAW:E l�N2DKt
IN CENTER SLOT AND 1/4-god/+6'
TRACK BOLT W 1/4-20 HEX NUT I 16' -
THROUGH NY TWO ALIGNING HMES f
(/-dA,P lAGA2P5
(2)17 OA COMERCAL'A'
D FRAME TOP BRACKETS EACH 1 I I (9)SECTION DOORS WITH D
ATTACHED WITH(4)1/4-14.7/9• :I (Ni)3'16 OA 90 KS U-BARS
SELF DRIWNO CRlMPTITE SCR / I LOCATED AS SHOW
ADD O)1l Ig.1/8TTE' DETAIL_A
SELF OR0.11N0 CRIW' SCREWS 14.2•h 15'
INSIDE OF EACH INSIDE END HIN (7)SECTION ODORS W
irj
I -- I (14)7•+9 LO A�TCDKAS SHO N
2'STEEL ROLLER WI1H I'GRADE
1144 OR EQUIVALENT STEM ANDAXQF�T
I+ I
7/16'PUSRATT AT EACH ROLLERr Tim ,4-"KBETWEENPUSHHUT AN BRACKET OR HINFE (6)SECTION DDOHS WIT
(2)14 GA WIDE BODY ENO (12)3.18 GA RO KSI 11-RARS
HINGES EACH ATTACHED WITH L—TED AS SHOWn(4)1/4-'14.7/8'SELFAIL E3
o ILLIRo GRIMPTITE SCREWS
1 10'2•
C` (s)SECTION DOORS M -------- C
_ I (10)Y Te GA W K.U-SAS
LOCATED AS SHOWN
4• I. (I
INTER o�IA>�wE PRODUCT RENEWED
ATTACHED WITH(4)
i/ht4z7/e•SELF ORILUNQ (4)sEC_w ODORS WITH as comply/g with the Florida
CRINPTITE SCREWS ((le)18:3/a Mu+ OPDONAL HOPI-STRUCTURAL NOA-ng-Code
STAINLESS SCREWS WITH (8)3'18 GA BO KSI U-BARS NOA-N0. 16-0817.07
DETAIL C RUBBERW BACKED / DECORAlIL4 OUTER WINDOW LUGAIID AS SHOWN
RUBBER WASHERSEx tion 0910812021
TRIM
WITH
12 GA EXIFHtACKEr ' �— 1/4'PQLTCATi80NATE PTS
ATFACHEG
WITH(3)1/4-14K7/9• - 1/B•BEJ1G CE Af
SELF 0 WNG CRIMP TE SCREWS ULTRAGUZE B
(2 THROUGH STRUT AND BRACK SSG4000AC -- ATTARI u-BAR WTN Mlaml- QduCt control
STRUCTURAL I O)1/--7/E-SELF
14 GA BOTTOM BRACKET SEALANT OR DRILLING CRIMP TRE S EWS
ATTACHED WITH(2) EOUIVALENT AT EAOH SME LOCATION,TVP.
SELF DRILLING
CRIMPTITE SCREWS 7Hfl0U(iH FACER STEEL
STRUT AND BOTTOM BRACKET / 2FDCE40dT
AND(,)1/t14.5/e•SELF
DRWNG SCREW
B NPON-STRUCTURAL L V/
DETAIL D DECURADVE WNFR /• J E J �A
WINDOW TRIP •,r.•• .�`\P\N....ko ',
®-D TAI•- o. •-t{t
�.�a. =*:' � 77966 _
3/a•SIMPSOP.N MEN HD, -r ,•�Q"'`
2-3/4'MN EYBEO INTO ,OT STATE OF •y
FOR
EACH JAueMIN 2000 M UNGTETE i�5 •F�ORIOA-,•• ��
BRACKET LOCATION . S - -•..
/�e Aar ,��NALtEN1�`�
TRACK BOLT AlD
1/4-20 HEX NU �ill
IS
PE
1-5/r TIN POLKfYME BI
NWIATDI S BACKER 2501 2501 S,STATAYNE J. Y 121.SUITE 200
mNORF]E umnalin etT. LEWISVILLE.TX 7S067R
A FL PE 77945 A
NISH aW.A
4Qo EXTERIOR STEEL ae.m WIHOLt N/ Y.SAWICNI 11/
A r w_SERIES 170, IWK
70/10
tN'-tNTY IUAIWr mR tin aslEa zt1 To-000..oa/-aw s x UNIT a WSB, Ifi•MAX WIDE
,.:v:(4R orn sm.m4/-me z.03 YGSIIRE G.FIZiNERA+ 7/1 s/t1 D-411056
RQ DnG USED DV •��• S 1/16 AN 16: !.PTI
EACH
NONE f.TJONG 7/15/11
8 7 6 5 4 3 2 1
8 7 6 5 4 3 2
p NOTES
_ MAX SPACING OF ANCHORS/SCREWS PER JAYO ON)
13 GL MW TRACK 3/B•SWPSON i7TEN 3/6.5NPSON TI7EN
CONTINUOUS SCREW ANCHOR TO M SCREW ON
TO 3/6'%3•LONG
PLATE WNL ANGLE WNWIAI 2000 PS WWIYLW 2000 19 UG STREW
(SECRET[ (SEE 'TIE" LLO (SEE NOTE 3 D
(SEE NOTE 1 BELOW') (SEE NOTE 2 BELOW') ��
14" MIN 11 CA1/4•-20 TRACK 22 19 1B
YAK CLIP ON CARRIAGE BOLT
T WITH 1/4•-20 NUT 1. BASED ON 3/8"SIMPSON TITIN HEAYY DUTY SCREW ANCHOR WITH A 1"O.D.WASHER INTO CONCRETE WITH A
I _ MINIMUM EMBEDMENT DEPTH OF 2-3/4'AND A MINIMUM EDGE DISTANCE OF 2-3/4".
TY�u 2 BASED ON 3/B'SIIPSON TITER HEAW DUTY SCREW ANCHOR WITH A 1.O.D.WASHER OJ70 ORW7 FILLED CMU WITH
BOLTING DETAIL A MINN EMBEDMENT DEPTH OF 2-3{ A WNNUM EDGE DISTANCE OF 4 AND A MINIMUM END DISTANCE OF 4
CONCRETE MASONRY LETS SHALL TS ASTM CHK)AND GROUT SHALL CONFORM TO ASTM C476,
3.BASED ON 3/B•DIAMETER•J"LONG LAG SCREWS WITH 1.O.D.WASHERS WITH A 1-9/32"THREAD PENETRATION
1Z" RSW 0170 SEASONED DRY WOOD SUPPORTING STRUCTURE.
MAX( 0.78 MIN 11 CA CLP 4. SEASONED WANTTY OF SCREW ANCHORS OR UG SCREWS AS REODIRED TO MAINTAIN MA%WU I SPACING AS STOW IN
2 TABU£MIN A MINIMUM O'TNtEE(3)SCREW ANCHORS OR UO SCREWS PER JAM&STREW ANCHORS OR LAG SCREWS
AT TOP AND
BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6"FROM THE END OF THE JAY&
lY 4.
�CLP DETAIL ((jj S. LOAD PER JAYS CALLIAATED TO BE A YAMMVY O aM7.0%234-0 LBS PER FOOT.
YA% TMST Ol CARRIAME BOLT 7. OOOiCHARTJ INCLUDES BE YMM 4 L6 Iq.FACTOR�9OIITIOIN PINE WYBER MW YOUNIED DIRECTLY 70 SUPPORT STRUCTURE.
3 GA YN (( ))
CONTINUOUS NTH 1/4•-20 NIST & DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOF RESPCNSE1lfIY O'THE BUI DING DESGRER AND SHALL BE
DESIGNED FOR THE LOADS LISTED IN NOTE&
12" WALL AN(iE 'V-TRACK 9,SCREW ANCHORS OR LAG SCREWS SHALL BE INSTALLED PER MAUFACiURER•S WRITTEN INSTRUCTION&
LMA% y TYPICAL MIP
12" rw
C MAXTM11G
EA 2 a 6 LUMBER ATEACH HQE LOGI1710NMA% -TRACKIY MAILPRODUCT RENEWED
CUPS TO BE OTHER ]/e'SOPSOas BOLTED OR WELDED.SEE ND,2-3/4" q.DTNVWS WALL ANCIE6YIding Codd with Rha Florida
DETAILS THIS PAGE EMBED WTO 20M PSICONCRETE /4-20.9/16•TRACK BOLT NOA-No. 16-0617.07
FOR EACH HND -20HE%NUTLOCATKw FASTENERS PER ERPiration •09/06/2021
RAC(CLIP TABLE MIS SHEET
By
---MINIMUM M Mtam Product Control
®CONTINOUS WALL ANGLE DETAILS '
SOUTHERN PINE
WMBER. 14'MAX HFN91T
MAXIMUM
SPACNC
B B
Yj11uI II11TJ/
.���SNE..KOA '� .,
aLL
No.77M
6"MAX
9•MAX WIDTH
/'• .•
'O srAFL OF
Rks
�ONALEk; / E
DWAYNE IJ.%WN%JSH, PE YIY��K
2501 S.STATE HWY 121,SUITE 200
TTL LEWISVRIE.TX 75067 A
FL PE 77945
nare..s WINE SER
FINIS N/A �&WCKI tt/30/70 IES 170,18M.ml aJIDF- NUIae@ =se W59,16'MAR WIDE
25t lW SOD�Jm/-'ODJ .K .1
OuIW 0.R a. -.Mas !m MF AIRF •� 0.FlNLTiIVI 7/15/11
�n NONE / / �' D-411 OSfi
OM1G 1�OI t 1/16 A uFs s.s TA �H i.TJONG 7 IS tl
g 7 6 5 4 3 2 1