APPENDIX A - PLANS
12
Section 75W Modification Application for Teys Australia Bomen Beef Processing Facility APPENDIX A - PLANS 16-038 Final 22 ngli environmental
Transcript of APPENDIX A - PLANS
Section 75W Modification Application fo r Teys Australia Bomen Beef Processing Facility
APPENDIX A - PLANS
16-038 Final 22 n g l i environmental
TEYS AUSTRALIA WAGGA WAGGA BOMEN NSW PLANT
NEW CATTLE YARDS 23-15492
Bruceda _
Charles Stun University
n . t . l i e r a Rd C h a r l e s Sturt U raye rs t l y - Wagoa
Boorooma Carlwdghts
450 DRAWING LIST
DRG No. DRAWING TIRE
23-15492-0001 LOCALITY PLANT
Ulm 23-15492-0002 GENERAL ARRANGEMENT LAYOUT PLAN Wagga
. Wagga North 23-15492-0003 NEW SLAB AND STORMWATER DRAINAGE LAYOUT
1
) ,
Wagr ia Wagcla A
)
C i a z T h e a t r e —
unanoreenya
'
23-15492-0004
23-15492-$001
23-15492-S002
TYPICAL SECTIONS AND DETAILS
GENERAL NOTES
CONCRETE FLOOR SLAB PLAN P o m i n c r a l e m s Reserve Wagga Wagga
S a n Isidore elll 23-15492-S003 ROOF STEELWORK PLAN • UGHTING LAYOUT
Wagga Wagga L:2 G u m l y Gumly 23-15492-S004 STEELWORK ELEVATIONS
23-15492-SO05 CONCRETE FLOOR SLAB DETAILS Mount Austin
23-15492-S006 ROOF STEELWORK DETAILS
SITE LOCALITY
Glenfield P a r k RS K o w a sI
kapoora
ngvale L a k e Albert LOCALITY PLAN
N.T.S.
t o r e : r H ;
'DM 4os...4M W a g e s W a o g a Ati:ort
PRELIMINARY
A PREUNUNARY ISSUE PC cr SF 25.06.15
nnua , Mae • r a t e s m i . o r s . . en.ing cw lase n dra., 1213 Arent 0•10.• Date
Sa. 161.169 6,61. S t n . W A , W p m NSW ASO ALAVNEs T 6,03 7400 61 6911 9665
CO. IN *vivo 91x1 awn
D O N O T SCALE DADS OtSigner S RASMUSSEN
Cordibons al Ova This d o o m . nuyo.g....,1 ANDA danMand or im f.non W I D * e a Ina C a dean., for 1,0 and must not v•Ild by a f g otor person o r . M y O W Prrom
S RASMUSSEN geso SOUNDERS
S FARRELL
Date 7.6420IS
• TEYS AUSTRAUA WAGGA WAGGA • BOMEN NSW PLANT ▪ NEW CATTLE YARDS
LOCALITY PLAN AND DRAWING LIST S u r . PS SHOWN
Ins h a . , n.sl
A l o..ng No 23-15492-0001 Rev: A Rot Oa. 2,1.. .1015 2•1 R a t e d . / Hump+ ch.. AM 0 . 2 , 5 4 9 2 , - . 0 0 , [ n n . , , , , 5 4 , 2 COO, awg
E T . -
BENS TO SIAT
NEW ON150 WAOCSTORIAVATER PIPE \ TO R A W L . 20019,7ERICAL C1EARANCE FROM FASTING SEWER
FX.TING CONCRETE RAS
71799ONISO uPVC SlORAIWATER PRE TO RAW 1AN.RAMIORIZONTAL AND VERICAL GLEAM/MCI. 7.12 EXISTING SERER
„ CONFECT NEW CNISOWTO STORMWATER PRETO EXISTING MANAGE PR
[ M O N S R A M A . D E P . AND LOCATION OF ASSOCIATED SS.. RAE 7015.2ETERNAIED ON MTE
M O N S CONCRETE RETAINING WALL
BEND TO SOO
EXISTII. PIT T O R . . --
U M B E R S TILSUIS
1 . 01
66. 600
;
-----
REFER DRAWING 23-15492-0003
A PREL IM INARY tSSLE PC SP 2506/5
No rwg0611,666, or e166,66 lam /6666,n of down" 1,1666per Oveekv Dale
SCALE I . AT O R S . , SCE
LAYOUT PLAN \ SCALE 1200
..1"/ ////////7 /y
LEGEND
NOTES:
WSTAIWATERDRMMAWRfl RE
Emstm SEWER RP,
TOE Or BATTER
TOP CA BATTER
NEVI CONCRETE SLAB
I REFER STRUCTRAL ° R A M O S . 1 . 9 . 9 S 0 0 1 TO SON1 FOR S O Y A . SLAB DETAAS
2. A L O N G . . TO BE 14 ACCORDANCE M N A S 3 . • R O N . . ARO IRMO.
SURVEY SETOUT POINTS
PONT EAST. ELEVATION
t9.0, .7men 6115.71. z2I
TM= 5273.550 6115402951 227.401
1721.103 .7155915 6115431915 126.378
4757m
TYPICAL TRENCH SECTION DETAIL S U L 1S
PRELIMINARY
10o 0 50 150 202 250om
DO NOT SCALE IOW RC/0/NS oes,nef s RasalussEN
"°
TEYS AUSTRAUA WAGGA WAGGA BOMEN NSW PLANT NEW CATTLE YARDS GENERAL ARRANGEMENT LAYOUT PLAN
ComMons d °An 11,19 Opporentmoy A N N . ,e6,6 by GART7 ANN MA0 Any eMer pormn AN, 0,111, h . aprom u s . . . 9 w anero
erng„„ S RASMUSSEN S DORMS.
Appro,ed S PAPPECI. Paroled OrtaAtP) Date ?.±....
SCALE 1 5 AT O R I . A 7 SUE 66,6.11, 161169 1 , 1 6 , 6 3 . . . W a . a W5096 NOW 2650 Au..
6923 7110:03 F 61 6911 9.5 6666166061ezen W •666, e,nd cam
W A N purpose Im•mcA 4 An , me.. and rousl nog be t y mn fther A m o n or NA any miler pffsate.
Scale P S SHOWN Al D . . f f i g N . 23-15492-0002 Rev: A Fie/ Da16 25 66 .201 , • 62 PM F6A-0,6 6y PhIppa C166,1 C . F . 66116154 .21661.126666,2-6161,16001
CONNECT 1468413088,1PE TO NEW ON11091A/C. REFER 0 6 7 4 1 CAI ORANNG 23-1S492.04
CON4ECT NEW DOWNPIPE T60.8114415040VS. REFER O E M . ON P . 1 1 6 1 1 .16492.04
CONNECT NEW DOWNPFE TO NEW CoN11412VC / REFER D E U R ON / DRAWING 23.1649212004
- /
R E M O V E . , CISP. ERA RAG CONCRETE I S F . CHANNFI
CONlECT 1 . 8 DOW. 3 0 N M ON1600.C. REF FR S E M ON ORAAPIG 2111492E004
/
ROANE AND OISPOSF F30411140 CONC.1E
—
---------
C C . E C L EXIS114G 62088261FE TOADY 684150 . .C . REFER 12188-42 SETAE DEEDS EN DRA8/840 23-14592.04
C.C44STRUCT NEW SPORES 0.161 C.C.RETE SURFACE REFER
M E A L D E T . ON ORAN% .11492.0)04
D E M O ORATED 1241
CCAISTRUCT NEW S R C . DRAM CCKRETE SURFACE REFER
TYPICAL 060.13 ON C83.144 23.16612.04
M R . C O . , . FE W . . AND S U M A C FOBS 081/041541F0
OTHELSL
LAYOUT PLAN S O U 1 100
C O . E C T 69131180 008INF1 TONEN 0141509.C. REFER 1 . C A L O E M D E M ON 684A.4.1.1.282004
N M CONCRETE . FOSE TO MATCH FUSING
CT . 1 1 1 2 1 0 DOWNIARE , TO NEN 68413024:64C. REFER
TYPICAL D E F . SETAE ON PRAWING 2114592.0004
EIMOEOIEHSIRG000SSPWE 10 NEW ON11008VC REFER TYPICAL DETAIL DEUR ON
23-14592,004
CONNECT E4S11/42 COMFIRE 3 0 NEW 6841.198C. REFER TYPICAL S E T . D E F . ON 0.88.211.3592.13004
- ERVING G R A M , M E T FIT FOR... NEW COVCRETE SIAS N O P O O R DUNS 3 0 F011 1 0 W . O S E M U . RE
RE1410, M O DISPOSE E A . . CONCRETE SLAB ANO KERB
A P R E L I M I N A R Y ISSUE PC C.14 2506.15
RevAkon Nnu • . . . 4 4 A 3 8 8 4 . 8 6 6 4 4 6 . 1 4 . 4 9 • 3 , 4 8 . 8 8 q A r a m at., Pro," Dreclv Date
0 1 2 3 4 SI,
SCALE 1 190 AT CR1C4.3 SIZE
1111=111
. 4 , 4 l eve l 1 161-169 56)46 S A M Wrypa W a g s . NSW 265C 05554 T 61 6921 7400 r 61 6971 VAS E r8A4.61296444846 W v e x ;Ada,
CONCRETE SLAB SETOUT POINTS
R2,142 .111AG NORM.
S37361648 6416314112
531364 .19, 6111311 706
637.6625 6116149 261
631144 04 6118141 319
5311,6116 611.4824
633.. 6118.115 666
314121136 6116131.
S31336621 6116341 931
S11319,616 6118311E28
PRELIMINARY D O N O T SCALE DeSognet S R.1AUSSEN TEYS AUSTRAUA WAGGA WAGGA
. . " S RAW... Oa 1 3 . 1 , DONDERS BOMEN NSW PLANT
This Oxymool m y onry bo useel by T " NEW CATTLE YARDS S FARRELL
Go&r. r a w , . a r y o e n ,........ O F . pus adyrn1 can u s . pvs decunroll
1=00,00,)
D a t e 240055 NEW SLAB AND STORMWATER DRAINAGE LAYOUT f o r . 8349.3•1 IOW, 4 pep.. ant1 8 . 4 . 98 u s . by any Dew person o r b any oPlev,pose
i n s n , . . . . p n u f Fa e• S c a / e 0 5 0 0 0 5 5 9 . 8 66 664444284464 ,64424
44664842 6.44.4 A l 1 3 . . . 9 N . 2 3 - 1 5 4 9 2 - 0 0 0 3 Raw A R e . . . 25 ! w e 2015 1,14 C . / G 22,114.11,
NOTES: I REFER S . C . . DRANINGS 2 1 1 5 4 0 6 . 0 1 TO S004 FOR ROOF SLAB
PETALS 2 ALL WORKS TO BE IN ACCORDANCE NAM A53500 • M A W . DRA1NAGE
-/
SURFACE
/ 0 3 0 . THICK L O P . . . . SEED
SELECT AWL C O P A L , IN MAW 150.01-4CK LAVERS TO GET 9 . W M REFER NO119 ON DRAVA'. 23-15492-S001
1.
C ) SECTION
IS
5 E 1 . 1 FILL C O M . , IN MAX 1 5 0 . P I C K LAYERS 7 0 9 . AINCO REFER NOTE 9 ON O R A . ° 23154924001
. . . . . . . . . . . . . . . . . . . .
/ E W CONCRETE SLAB
1—
0.2
HAADOORE BASS REFER NOTE 7 ON MAKING .15492.01
S E C T FTC. CLNAPACT PLUWLISRUNAHICS
LAYERS TO 96,1.6.430 REFER NOTE 9 ON DRAM. 2115492.001
.ATFILIFSOOF 1.1F0ASRAHE
AfierV4.
C) SECTION SCALE 1 25
600
M S T . PUTFOR4
SECTION SCALE 1 10
-
SELECT F . . COMPACT N
7 0 9 . M O O . REFER NOM 9 ON N M . 2115492.1
ON 150 uPVC aPE
SECTION
A PREL IM INARY ISSUE PC 25 MI5 Rnescri Ho.w Aoe Prged
Date
0 100 200 300 400 500,rin
SCALE 1 10 Ai OR...SCE
0 250 500 750 1 . 1.w.en
SCALE 125 AT ONIGNAL SUE
161-169 Wass& Wagss H . 2 6 5 0 AusUala 7 61 2 6923 7400 F 6 1 2 69719565 1 , s u m a i . g . m i t W . v o r q h d tom
DO NOT SCALE — Drawn P C H I : OS Devoner
Cco.ona n . 8 6 L c u m e n t rimy W y b e taa./
. 0 A s i a , * dom 1 w w . a . 4 was papa.
and a ' . Aal E4. w e d Hy any o•wr Fwaon o r b . , atmerpurpose
S RASMUSSEN
S FARRELL 1Pr.(1.4.(VO D a t e 25.06.1S
Scsa s A S SHOWN
ON 150 LEVOPPE
—/
s n N o DOWN PDS
M O M S M . COW.
CONIECE M I K DOWN PET TO NEW PLE NE MO.
CUT HOLE El DUSTING PLATFORM
ON 100L6NC PPE
DS 100uPVC HEE
EN150.0N100,VCIEE
InD
. s r u c SPOON OF. SCABBLEDANO FLIED IN
COSMIC 1 1 0 0 4 SLAB
C 90- BEND
PRELIMINARY S RASMUSSEN c'e^' TEYS AUSTRAUA WAGGA WAGGA
BOMEN NSW PLANT NEW CATTLE YARDS TYPICAL SECTIONS AND DETAILS
S DONOERS
o a . . . e w e not to
Al D O U w i n g N S I 23-15492-0004 R e v : A PURUSH S N F R . F 9 S O ' . 0 5 9 . 9 . 92, C ADOO•wooso S . C O . oo
GENERAL 1 ALL 'WENN-5 AND WORMANSFIP TO BE IN ACCORDANCE WITH THE RELEVANT AND CURRENT
TWA COOED AND PATH PIE BYLAWS AND ORDINANCES OF THE RELEVANT BUILDING AUTHORITIES. A. SETTINGOIR DIMENSIONS AND SIZES OF STRUCTURAL MEMBERS NOT TO BE OBTAINED BY SCALING
THE STRUCTURAL DRAWINGS MN SETTING-OW CIMENSIONS SHONN IN THE STRUCTURAL DRAWINGS TO BE CHECKED EN THE CONTRACTOR BEFORE CONSTRUCTION CCMJ/ENCES REFER ANY FASERFPANCY TO DIE DESIGNER BEFORE PROCEEDING WITH THE WORK
3. DURING CONSTRUCTION IT IS THE CONTRACTORS RESPONSIBILITY TO ENSURE THAT THE STRUCTURE IS IMANTNNED IN A SAFE AND STABLE GNOMON NM NO PART IS OVERSTRESSED, TEMPORARY BRACING TO BE PROVIDED BY TIE CONTRACTOR AS REQUIRED TO KEEP THE WORKS AND EXCAVATIONS STABLE AT ALL PRES.
4. UNLESS NOTED OTHERWISE ALL LEVELS ARE IN METRES AND A l l DIMENSIONS ARE IN IMUMETRES. 5. THE STRUCTIAUL COMPONENTS DETNLED ON THESE DRAWINGS HAVE BEEN DESIGNED N
ACCORDANCE 141/1 THE RELEVANT SEA. CODES MD BUTLDING CORE OF AUSTRALIA FOR THE FOLLOYANG LOADINGS.
ELEMENT LOVE LOAD IIPH
CONCRETE FL DON SLAB ED
NON TRAFFICABLE ROOF 025 WALKWAYS 2.5
VVIND LOADING HAS BEEN DETERMINED IN ACCORDANCE WITH AS11702 BASED UPON A BASIC WIND VEL Oar( Of 46eNs (VRI AND TERRNN CATEGORY 3. EARTHQUAKE LOAC1NG HAS BEEN DETERMINED IN ACCORDANCE WITH AS1170.4
6, AUG MATERIALS AND WGRAIWISHP SHALL NOUN ACCORDANCE WITH THE CURRENT CODES OF PRACTICE EXCEPT WHERE VARIED BY ME SPECIFICATION AND/OR DRAWINGS. AS 3600 CONCRETE STRUCTURES GOOF AS MN STEEL REINFORCING MATERIALS AS4103 STEEL STRUCTURES ODOE AS SOD STRUCTURAL STEEL HOU.OW SECTIONS AS 1551 (Pax 1.) WELDING OF STEEL STRUCTURES AS 1102.1 TIMBER ENGINEERING OTOE AS 12E9 METHODS CF TESTING SOILS FOR ENGINEERING PURPOSES AGATE /MSONRY CODE AGATE GUIDELPIES FOR EARTHWORKS FOR COMMEROLAL AND RESIVENTIAL DEVELOPMENTS AS 3610 FORNEVORK FOR CONCRETE
FOUNDATIONS 1 FOOTINGS HAVE BEEN DESIGNED FOR AN ALLOWABLE BEARING INTENSITY Of TN kPa.
FOUNDATION MATERIAL TO BE APPROVED FOR TINS PRESSURE BATHE CONTRACTORS INDEPENDENT GEOTEONICAL ENGINEER BEFORE REINFORCEVENT ARDOR CONCRETE ARE PLACED
1 FOOTINGS TO BE LOCATED CENTRALLY UNDER WALLS AND COLUMNS UNIT 3. RETAINING WALLS 1OTHER THAN CARRIE-1,ER WALLSI NOT TONE BAUR-LED UNTIL FLOOR
CONSTRUCTION AT TOP AND BOTTOM IS COMPLETED. ENSURE FREE DRAPING BACKE/. L IS USED AND MANAGE IS IN PLACE. CANTILEVER WALLS TO BE BACKFILLEO M Y AFTER IANNUM CONCRETE STRENGTH IS ACHIEVED
4. BLINDING CONCRETE TO BE PLACED ON THE SAME DAY AS TIE FINAL EXCAVATION TO THE FOUNDATION DESIGN LEVEL
5. FOOTING LEVELS, INHERE SHOWN. ARE ESTIMATES GEV AND WU BE ESTABLISHED DURING SITE WSPECITOPL
N. UNLESS OTHERWISE APPROVED BY THE SUPERINTENDENTENGINEER THE UN/TA/IONS OF EXCAVATIONS NEAR FOOTINGS SHAM BE AS FOLLOWS,
FOOTING EXCAVATION \
,
GRIMM UNE 1 a . , 0 1.5 \
7. SUB GRADE AND SUB BASE FOR SLABS ON GROUND SHALL COMPLY WITH THE FOLLOWING.
BUSE
A\NA\ NA\ NATURAL GROUND OR COMPACTED RLE - SUB GRADE
SUB GRADE IKEMTRERVASE SPECIFIED THE SUB GRADE BELOW BASE COURSES FOR SLABS SHALL BE SUITABLE MATERIAL COMPACTED TO 95% OF MA31114 CRY DENSITY DETERIARTED BY TEST AS 1219-E 210R 65% LINNIUM DENSITY INDEX FOR COHESTOWESS SOILS. BASE TOESFSHALI. BE APPROVED WELL GRADED NATURAL GRAVEL OR CRUSHED ROCK (MAX SIZE O w l SPREAD AND ONAPAC TEO TO 98.40F INOBAUM DRY DENSITY OETERMINED BY TEST AS 1286E 2.1 OR 80% 1.1171MUIA DENSITY INDEX FOR [OMSK/KESS SOILS.
8. ALL FREE DRAINING GRANULAR FILL MATERIAL BENNO RETAINING WALLS MULL BE OF STRONG DURABLE PARTICLES CONFORMING TO THE FOLLOVANG GRADMS.
AS SIEVE SIZE %PASSING 100
9.5eren 45-100 2161111 7675 6 0 0 , 1620 7 5 , 215
9. WHERE SELECT RE IS SHOWY ON THE DRAWANGS, RAE SHALL COMPLY WITH THE FOLLOWING. I REMOVE TOPSOIL OF ANI AND EMSTING FBI 2 COMPACT SURFACE T095%110.00 3 PLACE ntt TNAAAX 150 THULAYERS, EACH LAYER COMPACTED T098% IANDD 1. NU. TO COMPLY WITH..
MAX PARR/DE SIZE 75nyn .PERCENTAGE PASSING 0.075nyn SIEVE 25% MAX PLASTICITY INDEX NOT GREATER THAN 15% MD NOT LESS THAN 2% LANNI/AI SOAKED CAR TO BE ITS
ISSUED FOR TENDER
No Rmmm
CONCRETE 1, Al L WORMANSHIP AND LIATERNLS TO BE IN ACCORDANCE WITH AS 3600 AND THE CONCRETE
SPECIFICATION. 2. CONCRETE QUALITY-
ELEMENT SLUMP MAX SUE AGGREGATE
LENIENT TYPE
CONCRETE GRACE
FlOOR SLAB & BEAMS BO 20 GP 32 WA
MASS CONCRETE 80 20 GP 15 114Ta
MK GWENT CONTENT Y 27019/rn' MAX. WE RA110 T 0 5
PROJECT CONTACT. TESTPIG TO BE CARRIED NET PI ACCORDANCE NIRI AS.3600. A. NO ADMIXTURES TODD USED Al CONCRETE MESS APPROVED IN 12M1ING. A. CONCRETE DIMENSIONS WINN DO NOT INCLUDE THCKNESSES OF APPUED FIMSHES S DEPTHS OF BEAMS ARE GMNFTRST AND MAUDE SLAB THCWIESS U 6. ALL DPOSED EDGES AND CORNERS ABBE PROVDED MATH 25/rm FILLETS OR CHAMFERS.
IINNTAIN COVER TO REINFORCEMENT AT THESE DETAAS UNLESS 0 THERNISE INDICATED. 7. NO HOLES CHASES OR MOMENT OF TAMS OTHER 7116161110SE SHONN ON THE STRUCTURAL
DRANINGS TONE LODE IN CONCRETE MELIBERS WITHOUT THE PRIOR WRITTEN APPROVAL OF THE AUTHORISED PERSON
E. CONSTRUCTION JOINTS WHERE NOT SHOWN TO BE LOCATED TORTE APPROVAL OF THE AUTHORISED PERSON. DETALS OF CONSTRUCT/ON JOINTS TO BE SUBMTTED 70711E AUTHORISED PERSON FOR APPROVAL
9. THE FINISHED CONCRETE TO BE A DEHSE HOMOGENEOUS MASS COMPLETELY FILLING THE FORMWORK THOROUGHLY EMBEDDING THE RBNFORCEMENT AND FREE OF STONE POCKETS. ALL CONCRETE INCLUDING STABS CR GROUND AND FOOTNGS TO BE COMPACTED WITH MECHAM./ VIBRATORS.
TA CURT/IGOE ALL CONCRETE TO BE ACHIEVED BY KEEPING SURFACES CONTINUOUSLY WET FOR A PERIOD OF 3 OAYS AND PREVENTION OF LOSS OF MISTURE FOR A TOTAL OF 7 DAYS FOLLOWED BRA GRADUAL DRYING OUT APPROVED SPRAYED OR CURING COMPOUNDS MAY BE USED WHERE COMPATIBLE ROTH F1OCR FINISHES PCXYMENE SHEETING OR WET HESSIAN MAY BE USED IF PROTECTED FROM WIND AND TRAFFIC.
11. CONSTRUCTION SUPPORT PROPPING TO BE LEFT IN PIACE WHERE NEEDED TO AVOID MERSTRESSING THE STRUCTURE DUE TO CONSTRUCTION LOADING.
IL COMMIS. PIPES ETC. ONLY TO BE LOCATED AS SHOWN IN THE DRAWINGS OARS APPROVED BY TYE AUTHORISED PERSON.
I I AM FORMWORK AND PROPFING UNDER SUSPENDED CONCRETE WORKS SHALL BE REMOVED BEFORE ANY IMSOTTRY WHEELS BUILT ABOVE
I t CALIBERS UNLESS NOTED OTHERWISE ON THE °RAVINGS AND EXCEPT FOR PRESTRESSED WORK SHALL BE PROVIDED IN BEAMS NET SLABS AS FOLLOWS •
0 SPANS • 0.002 lc SPAN E CANTILEVERS • 0001 CANTLEVER LENGTH
ILAMAPAS SHAM BE CHECKED BEFORE AND AFTER DEPROPMNG TO DETERMINE THE DEPLECTONOF THE MEMBERS UNDER THEIR SELF WE/GNI. PROVISION SHALL BE HADEN THE FORMWORK SYSTEM FOR THE STRUCTURAL ENGINEER TO VARY THE SPECIFIED CAMBERS 05 11€ BASIS OF THIS NFORMATTON. THE TOP SURFACE Of A CAMBERED MEMBER SHALL BE MASHED TO MAPITAIN THE SPECIFIED DEPTH OF TATE MEIA3F.R
IS 5.1FIRA1AGE MANNULI CRYING SHRINKAGE STRAIN MEASURED IN ACCORDANCE WTI AS 1012 PART 11 SHALL NOT EXCEED 650 x 100A7 8 WEEKS. UNGERTARE TESTING OE SHINNKAGE BARM TO DEMONSTRATE CORTPUNICE WRIT THIS REOURIFJAENT FOR ALL SUSPENDED CONCRETE ELEMENTS.
IS. BACKPROFFING FOR FORMWORK TOM DESIGNED IN ACCORDANCE INITH AS 3810 AND CERTIFIED BY ENGINEER ENGAGED BY THE SUBCONTRACTOR
IT. THE STRUCTURAL DESIGN FOB SUSPENDED STRUCTURES ASSUNES - I A MMILIUNI COMBINED VERPCAL DEFLECTION OF FORMWORK AND PROPS OF 2mrn UNDER THE WEIGHT OF CONCRETE. REINFORCEMENT AM CONSTRUCTION LONE LOAD,
2 REMOVAL OF FORMWORK AND PROPS SHALL COMELY KITH CLAUSE 196.2 OF AS3600
FORMWORK I. THE DESIGN, CERTIFICATION, CONSTRUCTION AND PERFORMANCE OF THE FORMWORK AND FALSEWCRK
IS THE RESPONSIWUTY I:FIFE SUBCONTRACTOR. DESIGN AND CONSTRUCTION OF FORMNORX TO BE IN ACCORDANCE WITH A.S1610 UNLESS OTHERWISE APPROVED IN WRITING RARE DESIGNER.
REINFORCEMENT I. CLEAR CONCRETE COVER TO ALL REINFORCEMENT TO BE AS FOLLOWS UNI ESS SHOWN OPTERVASE,
ELEMENT COVER(ren,
NOT EXPOSED TO HEATHER COVERIFTAI)
EXPOSED TO WEATHER Ft 00/8 STAR AR IL
FOOTING BEAMS 50 50
2. AU. REINFORCEMENT TO BE FIRMLY VPRORTED NOT GREATER THAN tm CENTRES BATH WAYS UNLESS NOTED OTHERWISE BARS TO BE RED AT ALTERNATE INTERSECTIONS.
3. REINFORCEMENT SYMBOLS DENOTES GRADE 500 EFORMED BARS TO ASA671 DENOTES GRADE 400 BARS TO A41932 GRADE YfTEJAPCOREI
R DENOTES O W E 250 HOT ROLLED PLAIN BARS TOM 1302 SL RE DENOTES FABFEC TO AS W I !GRADE 500)
DENOTES GRADE 450 HARENDRAWN PARE REPHOROING FABRIC TO AS 13aa. W DENOTES GRADE 450 W HARMRAWN PLAIN WIRE TO A.S.1303. 1 /106 250 Hems, 17 (NUMBER OF BARS TN GROUPI N (BAR GRADE Atd) TYPE) 20 (NOMINAL BAR SIZE IN N.) 250 (SPACING INA,
THE FIGURE MOWING THE FABRIC SYNEN.SL IS THE REFERENCE NUMBER FOR FABRIC TO A.S.1304. A. REINFORCEMENT BARS TO BE LAD IN LAYERS TAGGED ON PLANS AS FOLLOWS •
I1) • DENOTES BARS LNDIN BOTTOM LAYER FIRST. a) • DENOTES BARS LAWN BOTTOM LAYER SECOND. /31 - DENOTES BARS IA/DIN TOP LAYER FIRST. EN • OENOTESBARSU.NDINTOFLAYERLHST.
5. RENFORCEMENT IS REPRESENTED PAGRNAJAPCALLY AND NOT NECESSARILY N TRUE PROJECTION 6 SPLICES IN REINFORCEMENT TO BE MADE M Y PI POSITION SHOWN OR OTHERWISE APPROVED
IN WRMNG BY THE SUPERINTENDENTOESIGNER. HOOKS. LAPS, SPLICES AND BENDS TO BE IN ACCORDANCE WITH AS 3600. LAPS TO BE NOT LESS THAN THE DEVELOPMENT LENGTH FOR EACH BAR SHOWN B9.01NU.NLO
BAR SUE VnA1) SPLICE LENGTH (rrirnl 475
N16 625
NOT 950
7, WELDING OF REINFORCEMENT NOT TO BE PERMITTED MESS SHOWN ON THE STRUCTURAL DRAINNGS OR APPROVED BY THE DESIGNER
I. JOGGLES TO BARS TO BE 1 BAR DIAMETER OVER A LENGTH Of 12 BAR DIAMETERS ElATE 9- FABRIC TO BE LAPPED 2 TRANSVERSE WIRES PLUS SOmrn. BUNDLED BARS TO BE TIED TOGETHER
AT 30 FLAR (*METER CENIRES MTH 3 V4RAPS OF DE VARE 10. AT PENETRATIONS IN SLABS M I S S OTHERWISE DETALED REPIFORCEMENT. NOT TO BE CUT BUT
TONE GATHERED EQUALLY TO EACH SIDE OF PENETRATION MD EXTRA REINFORCEMENT PROVIDED BETWEEN THE PENETRATIONS AS DIRECTED BY THE SUFERINTENDANT. DISTRIBUTION BARS TO MAN REINFORCEMENT RI SLABS SHALL BE N12 AT 300a1. ONO
12. NOTIFY AND PROVIDE ACCESS TO THE ELECTRICAL SUBCONTRACTOR TO CONNECT EARTHING
i l l 111116
'
_.-,- BCP11.1 BMA.
- ,EW CAWLEY/FOS
LOCATION PLAN SCA.LE 12000
STRUCTURAL STEEL I. ALL WORKMANSHIP MD MATERIALS TO BE IN ACOCROANCE IMI11 AS4100 AND AS.1551. 2, UNLESS OTHERVASE NOTED. ALL STEEL TO BE GRADE 30070 AS3679 (HOLLOW SECTIONS TO BE
GRADE C350 TO AS11631 1GRADE G150 TO AS1197 FOR PURUNS LOATSI. (GRADE 250 TO AS3678 FOR PLATES)
3. ALL CONNECTION AND STIFFENER PLATES TO BE IONT, HECK U.N.O. N.L WELDS TO BENT. CONTINUOUS FILLET VIEWS U.N.O. ALL w a r e c TO BE SP UN,0 FROM EIEJNIFIECTRCOESMONNIREI ALL BUTT VVELDS TO BE FULL ICONFLETEI PEKTRATION AU FILLET WELDS TOE GONTMOUS ALL ROAM BOTH SIDES U.NO.
5. ALL BOLTS ER BEIM AND NO CONNECTION TO RAVE LESS TRIVIA BOLTS U,N.O. 6. N I BOLTS TO BE 110T DTP GALVANISED GRADE &VS U
PURA; CONNECTINES TO BE AS PER MANUFACTURERS SPECIFICATION UN.O. ALL HITIONG DOWN BOLTS TORE HOT DP GRANARSED GRADE ENS
8. AN O. RI THE SPECIFICATION STRUCTURAL STEEL WWII IS PROTECTED FROM WEATHER TO BE ABRASIVE BLAST CLEANED YOCUM 25TO AS 16/7.4, TO BE PRATED BY INTERTM 7 OR APPROVED EQUIVALENT TO 7 5 , DFT. ALE OTHER STRUCTURAL STEEL RDAS TO BE FULLY GALVANISED TO AS 1680 L111.0, ON THE DRAWINGS REFER TO ARCHITECTURAL DETAILS FOR TNT COATS
S. SHOP DRAWINGS TO BE SUBMITTED IN TRIPLICATE TO THE DESIGNER FOR APPROVAL FABRICATION MOTTO COMMENCE UNTIL APPROVAL HAS BEEN GIVEN.
10 EMANATION OF WELDS TO BE (INSPECTION AND TEST RECORDS TO BE SUBMITTED TO THE DESIGNERt.
• VISUAL SONANM TO ASISMISECITON 7 ON T M OF WELDS: - VISUAL MI/NAT/ONTO AS.1551., SECTION 7 ON 10% Of GP WELDS AND 2TF.
OF SP WELDS - MAGNETO PARTICLE ELALINATICN TO BE PERFORMED ON IS OF GP WELDS AND 51/
OF SP WELDS MO AS NOTED ON THE DRAWINGS. - ULTRASONIC TESTING TO BE PERFORMED ON 2.10. FILLET WELDS AND I n OF M T WELDS
AND AS NOTED GN THE DITAVANGS. IF EMANATION REVEALS SUBSTANDARD WELDS FURTHER EXAMNATION RACER REPAIRS SHALL BE AT THE CONTRACTORS EVENSE,
IT, THE FABRICATION AND ERECTION OF THE STRUCTURAL STEELWORK TO BE SUPERVISED BY A PERSON EXPERENCED PI SUCH SUPERVISION TO ENSURF THAT ALL FLEOUIROLENTS OF THE DESIGN A n MET. CERTIFICATE OF COUPLIANCE TO TIE PROVIDED TO TIE AUTHORISED PERSON.
12. THE SUBCONTRACTOR TO PROVIDE ALL CLEATS AND DRILL ALL HOLES NECESSARY FOR FIXING STEEL ELEMENTS WHETHER OR NOT DETARED ON THE DRAWINGS,
TO. SUITABLE EQUIPMENT TO BE USED DURING LOADING TRANSPORT AND ERECTION OF STEELWORK TO A V M DAMAGE TO THE STEELWORK FINISHES STEELWORK STORED ON SITE TO BE PROTECTED AGAINST CORROSION OR DETERIORATION OF PAINTED SURFACES.
I L AFTER TIGHTENING EXPOSED FACES OF BOATS. NUTS AND WASHERS SHALL BE PREPARED AND COATED AS SPECIFIED OR AS FOR ADJACENT STEELWORK.
15 DIE EROS OF ALL HOLLOW SECTIONS SHALL BE SEALED. II M D ;OWED SEGDONS TO CONFORM TO AS 'TOMO SHALL BE ROLLFORNED FROM ZINC
COATED HIGH STRENGTH STEEL STRIP ZNICHGTATEN M I A M I WELD STRESS 450 RIPa. 350 Wm' !ANNUM COATING MASS UNLESS OTITERNISE NOTED ON DRAIMINGS. A l l PURIM GIRTS AND BRIDGING TO BE LYSAGHT OR APPROVED EOUVM.ENT.
IT ALL CASES Of DAMAGE TORTE PROTECTIVE COATING OF STEELWORK SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNER WITH THE DESIGNERS APPROVAL MINOR DAMAGE MAY BE REPAIRED AS FOLLOWS - MECHANICALLY GRIND SURFACE 10 AOIEVE SMOOTH AND FRIGHT METAL COMPARABLE TO CLASS 27. APPLY INC RICH PINNER TO A DRY FRIA THICKNESS AS PER SPECIFICATION REQUIREMENTS.
IS ABBREVIATIONS CFW CONTINUOUS FLEET MID DR • DRY FILM THCKNESS FSBW • FULL PENETRATION BUTT WELD GP - GENERAL PURPOSE WELD IAJDO • 11.011.1ULI MOOFED DRY DENSITY PPM • PARTIAL PENETRATION BUTT VELD SP • STRUCTURAL PURPOSE MID UN 0 - UNLESS NOTED OINERWISE
19 THE I °CATION OF ALL EXISTING ELEMENTS SHILL BE SITE MEASURED P1/0011 50 THE PREPARATION OF SHOP DRAWINGS.
AO. N I REACTIONS SHOWN ARE IN IN UNA/ AT. THE SUBCONTRACTOR SHALL HAVE SAMPLE BOLTS TESTED TO DESTRUCTION N ACCORDANCE
WITH THE SPECIFICATION.
DO NOT SCALE LI.WILKINSON Deuper AAEMLRRS TEYS AUSTRALIA WAGGA WAGGA El REMEDIOS' = . Ft THOMPSON' BOWEN NSW PLANT
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RAG NEW CATTLE YARDS GENERAL NOTES tent? NS N . . CIO. SIseel
G e t * . ACT 2601 acrattaaa
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OJW Cr SF. 21.0(1.5 GPO Box 11177 4.erra ACT 240i TS12 6t133100 rat 261131299
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E W E O r n u . PUTE01.1
2 . DOCK SLAB ON WA TERPRCOF W I N . . ON 0411110 110.111000RE 0 4 NATURAL G R O W OR COMPACTED FILL AS ELF0110.0 PROVIDE LAVER SIM MESH 1101,4,11Srrn COVEll (TO H I M MIR SLIREACE STEK1111110)
1 1 4 . S I M 11/AlITERDOE M M . . . ICC naaca*Rocavoa 11A1111.1. C.11' •CFER 001XACTED ELL AS REWIRE; PROVIDE 1 LAYER SLDILES11
1 0 P f/Enl 7Smrn COVE/1 .101 ,14p FOIE SLIIVACE STE1141111.1
CONCRETE FLOOR SLAB PLAN SCALE 1 nao
3, OSOCREEE, TOPSOIL 6 01423111110.0 H U 1 0 BE 1.1000G Rot 0010 REPLACEMENT fILL 1 0 5 E D. ACCORIP.E14111111E GEOTECINCA REPORT 91( A M . ROWE REF N& S1S-136 1701 APRIL 201S
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STEELWORK SCHEDULE
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EX 15110 FA
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REMARKS
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SCALE 1 1011 AT C R O N . SEE IEDIPmq Cantgera ACT 2601 wear* GPO Ewa 3.1.17 Caneerra ACE 2501 1 . 5 3 E 6 1 , 3 MOO 1 , 1 261101200 E p r a own
D O N O T SCALE
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NEW STOCKYARDS LAYOUT SCALE ' 100
D r a m DwtooNsoN Ilesplet 13,0E0E0105 TEYS AUSTRALIA WAGGA WAGGA BOWEN NSW PLANT NEW CATTLE YARDS CONCRETE FLOOR SLAB PLAN
Es REMEDIOS' gm. FL 11101VPSOW
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yrs S c a l a 1 1 0 0 AT A1 Al D . w , n a N . 23-15492-S002
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ELECTRICAL NOTES:
I . SW11Ght1tWUSH1INGN4*LIBEASPTR TUE EXISTING.
2 ETECTRICAL SUPPLY SHALL BE AS PEP DOSING
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LIGHTING LEGEND
0 COSTING RaOs(DF.SIBAYR1meGrOBEREnjNED
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0 0 . 1 1 4 M A M E . UGHTNG TO BE 00.KKISNED
NEW R S A . D . , PROOF BATTEPT 2.IGWIRINPEX1RA IR IU IJFEXXTLMWntOTP BALLAST BV CSR. I . MOUNT TO
SEN.ALLCABLE D O U B T ° W I N D . IP MDT. R E D . M T V . M I C H . ADO CONNECT NEW FITTNGS EQUAL TO D U N E MVP
0 I S S U E D F O R TENDER DJW Sr 27,04 15
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evs ev M purpose for * h . von
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TEYS AUSTRAUA WAGGA WAGGA P"*.' BOWEN NSW PLANT S'" NEW CATTLE YARDS
ROOF STEELWORK PLAN + UGHTING LAYOUT Scale 1 100 A T A1
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NOTES: 1 A.L OIVEMIONS TO BE CONHPLIBOGN SITE
2. FOP STEFI W C . LIFIA.P SCNEWLE PUFFY ORG. No. SOW
0 I S S U E D F O R TENDER DRY Cr VDUS
lenleon Nee • r a a r r n . • emnrg b., Omen lee Menem
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0 1000 2000 . 1 . 0 5000ren
SCALE 1 100 AT ClICINAL SIZE
0 I t 200 . 400 SOO., UMUMUMIZIMLIMI
SCALE 110 AT M O W SLEE
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D e e r . B REMEDIOS
De FL ILIOMPSOF0
b r e w e d S FARRELL. 050441 050050
Date 22.04 2015
TEYS AUSTRAUA WAGGA WAGGA • BOWEN NSW PLANT ▪ NEW CATTLE YARDS
STEELWORK ELEVATIONS Seale 1 100 A I AI ....Conseteteetedep.
11,ed • • Appined A l DtwingNo 23-15492-S004 R.. 0 .1a1 sM1 27.,12015-11-3$4.1 Lap r o . 0 . N wunwnee vee,Preedeneereeeetereeeeple.A92.50..en
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SCALE I 10 AT OFIGI for Ine porRose f e4 •44 .4 .44 . pro* E D maim n o t . mad by I• • 011.e. marnerantao.
Scale A S SHOWN E 4R44004R4 com qad ,am P e r s o n a . . any 44.44.41xeo
TEYS AUSTRALJA WAGGA WAGGA ""`' BOWEN NSW PLANT
NEW CATTLE YARDS CONCRETE FLOOR SLAB DETAILS
Al OrawiEgNol 23-15492-S005 Rev, Oale 27 n p l = I s 3.9•14 nen., Cad N.W.00.0/090,04.
Lk 11,
I O N I C . OUTRIGGER WELDED TO TOP Or .1
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FLY BRACE DETAIL SCALL 1 10
SECTION SCALE 1 10
001 A M P . FULLY M U S D TO COLUMN
DETAIL SCALE 1 10
ROOF SHEETING TO 1.TCII MVO.
A
M U T SI OA. . L O E D TO COLO.
DETAIL SCALE 1 10
POO . . . A T E COWL REFER CAM SO.
PI
M O N END PlAES 4140 BOLTS
10,105 WELDED TO L . . 1 PCP FLU.
1050 STIFFEN. EACH
M I A PIN PLATE SLOTTED POP ROD BRACE LUPO BOLTS
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SCAL 1 10
DETAIL
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DO NOT SCALE O r s . DAAILIONSON Crosgoer 13.1100105 02210
T."
TEYS AUSTRALIA WAGGA WAGGA BOWEN NSW PLANT NEW CATTLE YARDS ROOF STEELWORK DETAILS
GArd0Ans 1'S00,.FD,*AF G M T d e n t . . any eVAA men cAin AAA
C h e . 13.1.010. FL THOMPSON'
APC•Oved S PANNELL' P r o p . Ewer.
PLONEDIS IS M a m a O a . < SAW
. . . . T A ACT 2601 No./A GPO Sox 18T1Canterea ACT 2/301 TA1 261133100 S6120113 3.9 S clAnTaAaseAl 10 054
Oar Ow , A m b A , . . . 1 1 peps. And enc. not h e w ] Ay any new PnAlA T r a n y . . purpose_
Scale 1 10 A T A1 c-kr Drawing No 23-15492-S006 Rao: 0
ISSUED F O R TENDER SOW SP 27 0 0 5
A s . • A A A * . AsnneA•A an TrAM mop . . . A r s TA Tew mATAn ore., MATTO STau
0 1000 2900 3000 . 0 S00.101
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FAA cute AI P a l 5550 01TT ALI TAAAT TPA T T , AI*. cats TY No A Amv/ATery Wassa ALTTSATTGAITAIAAApras. ism
EXISTING I I
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14 14 5
14 COSTING
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;
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4160 MAX. 4160 MAX. ; 2899 ;
CAS. CAS
4000020003415 0000001 ARE APPROXIMATE AND ARE TO BE CONM/ED CN SITE I D SAT THE COSTNG STRUCTURES PRIOR TO STARTING ANY WORKS
STEEL MARKING PLAN
01114140 STRUCTURE TO BE CONSTRUCTED 0000000 EXISTING COOL ROOM. CONFIRM ON SITE
STEELWORK MEMBER SCHEDULE MEMBER MARK SIZE REMARKS
COLUMN Cl to C5 100 x 100 e 5.0 MS — RAFTER Ni to 05 200 UEI 25
PURUN p 0I5012 AT 1200 MAX. C M (1 ROW BRIDGING)
DRACHM No 0125.5n ROD
FLY BRACING D 50 x 50 x 5 ANGLE
AWNING STRUCTURE TO BE CONSTRUCTED AROUND ORSIING COOL ROOM. CONFIRM ON SITE
HOOK BOLT ALL ROD BRACING TO THE UNDERSIDE OF EVERY 2nd PURUN
STEM WORK t iowc•
1. STIELTIOFTC TO BE IN ACCORDANCE VATI AS 4100. FABRICATOR TO B. STEELWORK SHALL I X TEMPORARILY BRACED TO STABILISE THE BE CARRIED CUT IN ACCORDANCE ROTH SECTION 14 OF AS 4100. STRUCTURE DURING ERECTION. ERECTION TO RE CARRIED OUT IN ACCORDANCE ROTH SECTION 15 Cl' AS 4100. R. UNLESS NOTED OTHERVASE
2. UNLESS NOTED OTHERWISE, STEEL 15 TO BE OF THE FOUTIMNG GRADE; — BOLTS TO BE 1120 0.8/S — CONNECTORS SHALT. HAVE A I / N N W OF 281015
U r s , UGs. DEC. & LARGE ANGLES — BOLTS AND WASHERS SHALL BE GALVANISED TO AS/N2S 3679.1 GRADE 300 — HOLES SHALL BE 2nen LARGER THAN THE BOLT DIAMETER
— BOLTS TO BE IN ACCORDANCE WITH AS 1252 WELDED SECTORS TO 05/0473 3679.2 GRADE 300
HOT ROLLED PLATES FLOOR PLATES AND STABS TO AS 05/820 3678 GRADE 250
HOLLOW SECTIONS TO AS 1163 GRADE C350
COLD FCRIRED PARSONS AND MRIS TO AS 1397 GRADE 6450 2350
3. ODIENSKINS AND SETOUTS TO BE 08TAJNE0 FROM ARCHITECTURAL DRAWINGS THERE NOT INDICATED ON STRUCTURAL DRAWINGS.
4. THE FABRICATOR SHALL PROMOE CLEATS ANO DRILL HOLES NECESSARY FOR Moos OTHER ELEMENTS TO THE STEEL %HEINER OR NOT DETAILED ON TIE STRUCTURAL DRAWINGS.
5. THE FADRICAlION AND ERECTION C f STRUCTURAL STEELWORK IS TO BE SUPERVISED BY A PERSON QUALIFIED IN SUCH SUPERVISION. IN ORDER TO ENSURE ALL OESIGN REOURDRENTS ARE MT.
B. BEMIS AND RAFTERS TO BE INSTALLED ROTH NATURAL CALIBER UP.
7. MEMBERS SHALL BE SUPPLED IN SINGLE LENGTHS. SAUCES ARE PERMITTED ONLY WHERE SPECIFICALLY SHORN CR STRUCTURAL DRAWINGS.
EXISTING
EXISTING FIRST FLOOR — 02NCRETE SLAB
EXISTING INTERNAL
% I
r
8000
10. 043.0160 TO BE CARRICO OUT IN ACCORDANCE ROTH AS 1554.1 UtRESS NOTED OTHERITSER
— FILLET WELDS SHALL BE No. . C.F.W. SP TO AS 1554.1 — BUTT WELDS SHALL BE CO/METE PENETRATION SP TO AS 1554.1
RADIOGRAPHIC OR ULTRASONIC UM/NATION TO BE N ACCORDANCE ROTH ASI554.1. 652177.1 AND 052207 AS APPROPRIATE.
it . STEELWERX NOT TO BE ENCASED BY CONCRETE 004011 BE PROTECTED FROM CORROSION IN THE FOLLOWING MANNED THE STEELWORK IS TO RE CLEARED TO AN AS 1627 CLASS POWER BRUSH PREPARATION AND M D T 1 COAT '215 RUST FIGHTER TO GIVE A DRY FRAI THICKNESS OF 40 MICRONS BEFORE DISPATCH TO SITE.
12. 5100080601 TO BE ENCASED IN CONCRETE SHALL BE UNPAINTED. ENCASING CONCRETE SHALL BE GRADE N2.5 PROMOING ADEQUATE COVER TO SUIT ONE RATNG OR EXPOSURE CCOMIT/ONS CONCRETE ENCASING SHALL BE REINFORCED ROTH Stren TARE TO AS 4617 OR Onvw STRUCTURAL GRADE BARS TO AS 4817 AT 150600n PITCH WHERE NOT NEICATED ON STRUCTURAL DRAWINGS.
CONFIRM ON SITE SPAN BASED ON EXTENTS CF OWING CONCRETE SLAB AND 611111100 EDGE DISTANCE OF ANCHORS AT COLUMN BASE PLATE. I REFER TO DETAILS
TYPICAL AWNING SECTION
CONFIRM ON SITE
PURE/RU ' AT 6140 1200 CTS.
COWLIN
rEXISTING 150fcm THICK
CONCRETE SLAB. CONFIRM ONSITE
RELOCATED EXISTING BOLLARDS FENCE AS REQUIRED. ALTERNATIVELY. AWNING SPAN MAY BE REDUCED AND COLUMNS LOCATED WORN 8124.LARDS FENCE
A 21/03/16 ISSUE FOR CONSTRUCTOR A.B. PI 18/03/16 AKIRA:LARY FOR REVIEW k DISCUSSION A.B.
No. DATE RETAILS BY Project
PROPOSED AWNING & NEW LINTEL TO ALDI EXTENSION DAMPIER STREET, BOMEN Sheet Title,
STEEL MARKING PLAN & SECTION 0181t TEYS AUSTRAUA 000460 1:100, 1:50(A1) DORIgRI S.Chowdhury X E R O S P I C C O L O A Droww: A.Barrow com•ULTINO EPOI 5W
8 0 . 5 STE STREET R 2016
WAGOA, NSW. 2650 TELEPHONE 1021 6 9 2 5 5055 FACSIMILE 1021 6 9 2 5 565S ( N A I L WASSACP CCCCC FicCOLFLcenAMI 160116-1 I A 2
