GENERAL NOTESCl. ALL OIMENSIONS ARE IN MILLIMETERS, UNLESS NOTED OTHERWISE.G2. THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL ARCHITECTURAL AND

OTHER CONSULTANTS DRAWINGS AND SPECIFICATION AND WITH SUCH OTHER WRITTENINSTRUCTIONS AS MAY BE ISSUED DURING THE COURSE OF THE CONTRACT.ALL DISCREPANCIES SHALL BE REFERED TO THE ARCHITECT FOR DECISION BEFOREPROCEEDING WITH THE WORK.

G3. ALL DIMENSIONS RELEVANT TO SETTING OUT AND OFF-SITE WORK SHALL BE VERIFIEDBY THE CONTRACTOR BEFORE CONSTRUCTION AND FABRICATION IS COMMENCED.THUNGINEERS DRAWINGS SHALL NOT BE SCALED.

G4. DURING CONSTRUCTION THE STRUCTURE SHALL BE MAINTAINED IN A STABLE CONDITIONAND NO PART SHALL BE OVER STRESSED.

05. WORKMANSHIP AND MATERIALS ARE TO BE IN ACCORDANCE WITH THE RELEVANTCURRENT A.S. CODES INCLUDING ALL AMENDMENTS, AND LOCAL STATUTORYAUTHORITIES, EXCEPT WHERE VARIED BY CONTRACT DOCUMENTS.

G6. NO UNSPECIFIED HOLES AND CHASES SHALL BE MADE WITHOUT PRIOR APPROVAL OFTHE ENGINEER.

G7. REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS OF TILED AREAS. FLOOR WASTESSET DOWNS. LOCAL SURFACE aRADINGS_AND REBATES.

GB. PROP WALLS OVER 600 HIGH. PROPS TO REMAIN UNTIL SLAB HAS BEEN POURED FOR 7DAYS.

G9. ALL SERVICES ARE TO BE LOCATED BEFORE CONSTRUCTION COMMENCES

ARCHITECT/DESIGNER AMENDMENTSA. THESE DRAWING ARE BASED ON ARCHITECTURAL DRAWING ISSUE AS FOLLOWS :

ARCHITECT/DESIGNERARCHITECT/DESIGNER DATE & ISSUEARCHITECT/DESIGNER ISSUE NOTE

SUNJOULE DESIGN

16.02.17

PRELIMINARY

SITE CLASSIFICATION

SITE CLASSIFICATION ;TYPE CONSTRUCTION :SELECTED FOOTING SYSTEM :QUALIFIER :QUALIFIER ADDRESS:REPORT:DATED:

'CLASS P' ('CLASS Hl-D'l

CLAD FRAMERAFT SLAB

AITKEN ROWE GEOTECHNICAL ENGINEERING4/2 RIEDELL ST, WAGGA WAGGA

S17-22I01 JUNE 2017

u.C5.

C(.

C7.

C8.

SC2. THE OWNERS ATTENTION IS DRAWN TO APPENDIX B OF AS2870-2011 'PERFORMANCEREOUIREMENTS S, FOUNDATION MAINTENANCE' 8 CSIRO PAMPHLET BTF la 'GUIDE TOHOME OWNERS', ON FOUNDATION MAINTENANCE AND FOOTING PERFORMANCE. A COPYOF THIS PAMPHLET IS AVAILABLE IN OUR OFFICE FOR PERUSAL.

SC3.

C9.

DESIGN ASSUMPTION:- ARTICULATED MASONRY VENEER IACCORDING TO THE CEMENTCONCRETE ASSOCIATIONS TECHNICAL NOTE TN611 THIS REQUIRES FULL HEIGHTARTICULATION JOINTS WITHIN 2.0m OF ALL EXTERNAL CORNERS & AT A MAXIMUM OF6m CENTERS. BUILDER TO ENSURE IF BRICKWORK IS TO BE PLACED OVER WINDOWS S,DOORS, ALL DOORS 8 WINDOWS TO HAVE A CONTROL JOINT FORMED IN THE BRICKWORK ABOVE ON ONE SIDE. NOTE: FULL HEIGHT WINDOWS t DOORS WITH LINING OVERARE CONSIDERED ARTICULATED.

S1.S2.

S3.

S4.

SUB GRADE PREPARATIONREMOVE 100mm TOPSOIL. INCLUDING ALL VEGETABLE MATTER (ROOTS t GRASS).ANY SOFT AREAS SHALL BE EXCAVATED BACK TO FIRM MATERIAL AND FILLED WITHWELL COMPACTED GRANULAR MATERIAL.THE SITE, INCLUDING HOLES SHALL BE FILLED WITH APPROVED GRANULAR MATERIALWATERED S, COMPACTED TO 95% MODIFIED DRY DENSITY IN LAYERS NOT EXCEEDING150mm (LOOSE) UNLESS NOTED OTHERWISE.THE WHOLE OF THE AREA BELOW THE RAFT SHALL BE BLINDED WITH 50mm SAND ANDCOVERED WITH A SPECIFIED MOISTURE BARRIER PRIOR TO PLACING ANY CONCRETE.ALL TERMITE AND DAMP PROOF TO BE LOCATED AND INSTALLED IN STRICTACCORDANCE WITH THE REQUIREMENTS OF THE B.C.A. NOTE REQUIREMENTFOR O.Znur HMH IMPACT RESISTANT DAHP-PROOFIHG MEMBRANE IN NSW.COMPACTED OR ROLLED FILL. FILL TO BE PLACED IN ACCORDANCE WITH AS2870SECTION 6. MAXIMUM ALLOWED FILL TO BE 300mm IN CLAY OR 600mm IN SAND.SHOULD THESE LIMITS BE EXCEEDED CONTACT THE ENGINEER. (ROLLED FILL IS FILLPLACED IN 150mm LAYERS AND COMPACTED WITH A RUBBER TYRED LOADER ORBOBCAT WITH A FULL BUCKET.1. TO BE PLACED OVER AREA STRIPPED OF TOPSOIL.2. TO BE PLACED IN 150 THICK LOOSE LAYERS WATERED TO ACHIEVE A UNIFORMMOIST CONSISTENCY AND COMPACTED BY ROLLING OR PLATE COMPACTOR, TO A HARDUNYIELDINd SURFACE.

STRUCTURAL CONCRETE NOTESC1.C2.

WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH AS 3600 - 2001CONCRETE OUALITY:

STANDARD TO AS 3600 CURRENT EDITION WITH AMENDMENTSELEMENTFOOTING

SLABSUSPENDED SLAB

BLINDINGGROUT

-SUJMP-

100100100100150

AGG MAX SIZE2B20202010

fc20 MPa20 MPa32 MPa20 MPa20 MPu

ACS TYPESTANDARDSTANDARDSTANDARDSTANDARD

N/A

C3. CONCRETE COVER TO REINFORCEMENT SHALL BE AS FOLLOWS UNLESS OTHERWISE SHOWN;

ELEMENT

COLUMNS t, PEDESTALSBEAMS

FOOTINGSSLAB » WALLS

CAST AGAINST FORMS COMPLYINGWITH AS 361B

SHELTEREDLOCATIONS S, NOT|LATER EXPOSED

CONDITION 1

4025

N/A30

EXPOSED TOGROUND, WEATHER

OR WATER

CONDITION 2-50-

405030

CAST AGAINSTCROUND OR IN

WN-OROUT TIGHTFORMS

CONDITION 3

75656565

ALL REINFORCEMENT SHALL BE SUPPORTED IN ITS CORRECT POSITION SO AS NOT TO BEDISPLACED DURING CONCRETING ON APPROVED BAR CHAIRS AT 900 MAXIMUM CENTRESBOTH WAYS. FOR WORK IN CONTACT WITH GROUND, CHAIRS SHALL BE SUPPORTED ONPLASTIC BASES.SIZES OF CONCRETE ELEMENTS DO NOT INCLUDE THICKNESS OF APPLIED FINISHES.BEAM DEPTHS ARE WRITTEN LAST AND INCLUDE SLAB THICKNESS, FOR STRIP FOOTINGSWIDTH IS WRITTEN FIRST FOLLOWED BY DEPTH.REINFORCEMENT IS REPRESENTED DIAGRAMMATICALLY AND NOT NECESSARILY IN TRUEPROJECTIONWELDING OF REINFORCEMENT WILL NOT BE PERMITTED UNLESS SHOWN ON THESTRUCTURAL DRAWINGS.REINFORCEMENT SYMBOLS:sNRSLRLTMwDW

STRUCTURAL GRADE DEFORMED BAR TO AS 1302HOT ROLLED RIBBED BARS TO AS 4671STRUCTURAL PLAIN ROUND BAR TO AS M\SaUARE MESH GRADE 500L TO AS 4671RECTANGULAR MESH GRADE SOOL TO AS 4671TRENCH MESH GRADE 500L TO AS 4671COLD DRAWN ROUND WIRE TO AS 1302COLD ROLLED RIBBED WIRE TO AS 4671

THE FIGURE FOLLOWING THE MESH SYMBOL DESIGNATES THE SIZE OF MESH, THE NUMBERFOLLOWINO THE BAR SYMBOL IS THE NOMINAL BAR DIAMETER IN MILLIMETERS.LAP BARS 30 TIMES DIAMETER AT SPLICES UNLESS OTHERWISE NOTED. OVERLAPOUTERMOST WIRES OF FABRIC AS SHOWN:

25

25

FOR CONTINUOUS SLABS THE TOP REINFORCEMENT SHOULD BE LAPPED BETWEEN THESLAB SUPPORTS AND THE BOTTOM REINFORCEMENT SHOULD BE LAPPED OVER THESUPPORTS

CIO. BRICKWORK SUPPORTING SLABS, SLABS WITH PERMANENT FORM WORK (EG; BONDEK,CONDEK1 AND BEAMS SHALL HAVE TWO LAYERS OF MALTHOID SLIDING MATERIALBETWEEN THIS SURFACE AND THE CONCRETE ABOVE. SEPARATE VERTICAL FACES OFCONCRETE AND ABUTTING BRICK SURFACE WITH 10mm THICK JOINTING MATERIAL.BETWEEN CONCRETE AND BRICKWORK BUILT OFF MALTHOID. TO AS 1304.

Cll. CONSTRUCTION JOINTS SHALL BE PROPERLY FORMED AND USED ONLY WHERE SHOWN ORSPECIFIED BY THE ENGINEER. THE SURFACE OF THE SET CONCRETE SHALL BE ROUGHENED,CLEANED OF ALL LOOSE AND FOREIGN MATERIALS AND PAINTED WITH A THIN COAT OFCEMENT GROUT OF CREAHY CONSISTENCY. BEFORE CONTINUING THE FOLLOWING POUR.

C12. COMPACTION OF CONCRETE DURING PLACING SHALL BE BY MECHANICAL VIBRATORS.C13. CURING OF ALL CONCRETE SURFACES SHALL BE CARRIED OUT IMMEDIATELY AFTER

FINISHING. AS SPECIFIED. BY COVERING WITH POLYTHENE OR CONTINUOUS WETTING FOR AMINIMUM OF 7 DAYS.

CH. FINISH TO SLAB SHALL BE APPLIED WITH A POWER FLOAT. TILED AREAS OF SLABSHALL BE LEFT ROUGH FOR FIXING OF FLOOR TILES.

C15. PROVIDE POLYTHENE VAPOUR BARRIER TO THE TOTAL AREA OF SLAB, TAPE JOINTS ANDLAP 150mm.

C16. SHRINKACE CONTROL JOINTS WHERE SPECIFIED, SHALL BE SAWCUT AS SOON ASPOSSIBLE AFTER CASTING SLAB AND WITHIN 24 HOURS.

STRUCTURAL STEELWORK

S1. ALL MATERIALS. WORKMANSHIP. FABRICATION AND ERECTION SHALL COMPLYWITH THE REdUIREMENTS OF ASMOO. AS4600. AS1554 AND THE SPECIFICATION.

S2. UNLESS SHOWN OTHERWISE. ALL STEEL SHALL BE IN ACCORDANCE WITH ASIZOIiGRADE 300. ALL STEEL HOLLOW SECTIONS SHALL BE GRADE 350 U.N.O. ANDSHALL BE IN ACCORDANCE WITH AS1163. ALL PRESSED HETAL PURLINS ANDOIRTS SHALL BE GRADE 450 STEEL IN ACCORDANCE WITH AS4600.

S3. UNLESS SHOWN OTHERWISE ON THE DRAWINGS, ALL CONNECTIONS SHALL BE INACCORDANCE WITH THE FOLLOW MINIMUM REQUIREMENTS:-Ill ALL WELDS SHALL BE 6mm CONTINUOUS FILLET WELDS ALL ROUND.Ill] ALL BOLTS SHALL BE M20 - 8.8/S, WITH A MINIMUM OF 2 BOLTS PERCONNECTION. PURLIN BOLTS TO BE H12 - 4.6/S WITH A MINIMUM OF 2 BOLTSPER PURLIN END.(UN ALL GUSSET AND CLEAT PLATES SHALL BE 10mm THICK. IU.N.0.1llv) ALL CAP PLATES SHALL BE 10mm THICK. (U.N.O.) (VI ALL BASE PLATESSHALL BE 12mm THICK. IU.N.O.)

S4. BOLT DESIGNATION; 4.6/S REFERS TO COMMERCIAL BOLTS OF STRENGTH GRADE4.6 TO ASIHI TIGHTEN TO A SNUG TIGHT CONDITION. 8.8/S REFERS TO HIGHSTRENGTH STRUCTURAL BOLTS OF GRAOE 8.8 TO AS1252 TIGHTENED TO A SNUGTICHT CONDITION.

S5. ALL WELDS SHALL BE GP (GENERAL PURPOSE) IN ACCORDANCE WITH AS1554UNO. ALL ELECTRODES SHALL BE CLASS E48. ALL BUTT WELDS SHALL BE FULLSTRENGTH COMPLETE PENETRATION WELDS.

56. THE CONTRACTOR SHALL PROVIDE ALL CLEATS AND DRILL ALL HOLESNECESSARY FOR FIXING STEEL, TIMBER AND OTHER ELEMENTS TO STEELWHETHER OR NOT DETAILED ON THE DRAWINGS.

S7. SUBSTITUTIONS FOR STEEL SECTIONS SHOWN ON DRAWINGS SHALL NOT BE MADEWITH OUT THE APPROVAL OF THE ENGINEER.

S8. COLUMNS AND MULLIONS SHALL HAVE THEIR BASE PLATES FULLY CROUTED INACCORDANCE WITH THE SPECIFICATIONS AFTER PLUMBING AND LEVELING OHSTEEL PACKERS.

59. ALL STEELWORK BELOW GROUND OR FINISHED SURFACE LEVEL IS TO BEENCASED IN 75mm MIN. CONCRETE ALL ROUND. IN ADDITION TO THE FINISHSPECIFIED.

SIO. STEELWORK IN CONTACT WITH THE GROUND IS TO BE COATED WITH A COAL TAREPOXY TO A MINIMUM THICKNESS OF 0.4mm. UNLESS SPECIFIED OTHERWISE.

S11. ALL INTERNAL STEELWORK SHALL BE PREPARED BY REMOVING LOOSE SCALE BYHAND OR POWER WIRE BRUSHING THEN APPLYING ONE COAT OF RUST INHIBITIVEALKYD PRIMER, FOLLOWED BY ONE COAT OF ALL-WEATHER GLOSS ENAMELPAINT.

S12. UNLESS SPECIFIED OTHERWISE, ALL EXTERNAL STEELWORK SHALL BE PREPAREDBY ABRASIVE GRIT BLASTING OR PICKLING (CLASS 2 1/2] FOLLOWED BY;I) APPLY ONE COAT OF AN INORGANIC ZINC SILICATE, FOLLOWED BY ONE COATOF ALL WEATHER GLOSS ACRYLIC WITH UV PROTECTOR. ORlil HOT DIP GALVANISING. ORlii) EPOXY HIGH CORROSIDN-RESISTANT SYSTEM OR EQUIVALENT. GALVANISEDSTEEL SHOULD HAVE A PRIMER COAT FOLLOWED BY A FINISH COAT. BOTH OFZINC DUST OR ZINC OXIDE TYPE. BOTH COATS MAY EITHER BE BRUSHED ORSPRAYED.

S13. ALL MASONRY TO BE TIED TO ABUTTINQ STEEL COLUMNS. TIES GENERALLY TOCONSIST OF R9 ROD CRIMPED AND WELDED 50mm TO COLUMNS EVERY 'lOOmmAND TIED TO MASONRY WITH 3mm GALVANISED TIES AT 400mm MAX, CTRS.

SITE DRAINAGEDRAINAGE AND GRADING SHALL BE PROVIDED TO PREVENT SURFACE WATERCOLLECTING ADJACENT TO BUILDING EDGE, PROVIDE A MINIMUM FALL OF 2% U.N.OEXCAVATIONS NEAR THE BUILDING EDGE SHALL BE BACK FILLED IN SUCH A MANNERTO PREVENT ACCESS OF WATER TO FOUNDATION.TOP EDGE OF SLAB TO BE A MINIMUM OF 150mm ABOVE FINISHED GROUND LEVEL THISHEIGHT [AN BE REDUCED TO 50mm NEAR ADJOINING PAVED AREAS U.N.O.

NOTETO GUARANTEE COMPLIANCE WITH ALL DESIGN REQUIREMENTS WE RECOMMEND ANINSPECTION.AT COMPLETION OF EARTH WORKS PRIOR TO PLACING PLASTIC MEMBRANE.PRE-POUR WITH ALL STEEL » BOXING IN PLACE.

© THESE DRAWMGS ARE THE NTH1ECTUAL PROPERTY OF SJE CONSULTWQ. COPYHQHT RESERVED - NO PORTION OF THESE DfiAWWGS MAY BE REPRODUCED BY ANY PROCESS WHATSOEVER WITHOUT THE WRffTEN CONSENT OF SJE CONSULTWG. r N DOUBT ASKI

REV.

WIND BRACING & LINTELSARCHITECT AMENDMENTSPRELIMINARY

AMENDMENTS

10/07/1730/06/1702/06/17

DATE

TDTDTD

INIT,

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PROJECT REFERENCE: 101216

SJE Consulting391 TOWNSEND STREET. ALBURY, N.S.W. 2640

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TITLE;

PROPOSED AMENITIES BUILDINGFOR LOCKHART SHIRE COUNCILAT SWIMMING POOL, MIXNER STTHE ROCK, NSWDESIGN: MAS^er j^LIPOUR

CHECKE?^^SHEET: 1 OF 5-^itY

DRAWN:TOM DOYLE

DRAWING NO.

101216-S01

mREVISION

c

•STRIP FOOTING (SF1I350 WIDE x 500 DEEP3-L11TM TOP &BOTTOM TYPICAL.

NOTE:REFER TO ARCHITECTURALDRAWINGS FOR LOCATION OFFLOOR WASTES AND TILED AREAS.

DEEPENED FOOTING NOTE;WHERE FOOTINGS ARE DEEPENED,PLACE ADDITIONAL N12 BAR BOTTOMFOR EVERY 200mm OF EXTRA DEPTH.

NOTE:REFER TO SHEET 503FOR FOUNDING NOTES.

6000 MASS CONCRETE PIERSREFER TO FOOTING FOUNDINGNOTES.

EDGE BEAM (EB)350 WIDE x 400 DEEP3-L11TM BOTTOM1-N12 TOP TYPICAL.

100mm THICK RAFT SLABSL82 TOP 30mm COVER ON 50mmSAND BED & 0.2mm MOISTUREMEMBRANE.i3^_jy-r4Jj

WET AREA RECESS (WR)REFER TO TYPICAL WETAREA & SHOWER RECESSDETAIL ON SHEET 503.

MASS CONCRETE PADS (PD6000 x MIN 1800 DEEPFOUNDED AS PERFOUNDING NOTES.

EXISTING FILL ON SITE TO BEREMOVED AND FOOTINGS TO BEFOUNDED AS PER FOUNDING NOTES.

N12 HAIRPIN BARx 1000 LONG @COLUMN LOCATIONS

LOAD BEARINGINTERNAL BEAM (LIB)350 WIDE x 400 DEEP3-L11TM BOTTOM1-N12 TOP TYPICAL.RE-ENTRANT BARS

3-L11TM 2000 LONGTYPICAL. EB— -— —-

(SHADING DENOTES)100mm THICK INFILL SLAB \b^L _ J L«J L_ ^LJL^SL82 TOP 30mm COVER ON 50mmSAND BED & 0.2mm MOISTUREMEMBRANE.PLACE ABEL FLEX AGAINSTABUTTING MASONRY WALLS.

nr^n

SITE ASSUMED TO BE FLAT.

100mm THICK RAFT SLABSL82 TOP 30mm COVER ON 50mmSAND BED & 0.2mm MOISTUREMEMBRANE.

FOUNDATION & SLAB PLANSCALE 1;100

-SHOWER RECESS (SR)REFER TO TYPICAL WETAREA & SHOWER RECESSDETAIL ON SHEET SOS.

) ItiESE DRAWNQS ARE THE NTBIECTUAL PROPERTY OF SJE CONSULTtlfi. COPYRIGHT RESERVED - NO PORTION OF TtESE DflAWMGS MAY BE REPRODUCED BY ANY PROCESS WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SJE CONSULTMG. F N DOUBT ASKI

REV.

WIND BRACING & LINTCLSARCHITECT AMENDMENTSPRELIMINARY

AMENDMENTS

10/07/1730/06/1702/06/17

DATE

TDTDTD

INIT,

PRINTED : 12/07/2017 BY: TOM DOYLECLIENT:LOCKHART SHIRE COUNCIL

PROJECT REFERENCE: 101216

SJE Consulting391 TOWNSEND STKEET. ALBURY, N.S.W. 2640

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TITLE:

PROPOSED AMENITIES BUILDINGFOR LOCKHART SHIRE COUNCILAT SWIMMING POOL, MIXNER STTHE ROCK, NSWDESIGN: MASt^j^yPOUR

CHECKED:^^^SHEET: 2 OF 5^-'7/1>

DRAWN: TOM DOYLE

DRAWING NO.

101216-S02

mREVISION

c

NOTE:FOOTING FOUNDING NOTES1. STIFFENED RAFT EDGE BEAMSTO BE FOUNDED;

i) THROUGH ANY EXISTING OR PLACED FILL AND NOT LESSTHAN 100 INTO UNDISTURBED NATURAL SOILS OF ORANGEBROWN SILTY CLAY AND THROUGH ANY EXISTING OR PLACEDFILL AND NOT LESS THAN 100 INTO UNDISTURBED NATURALSOILS OF MOTTLED ORANGE GREY BROWN SILTY CLAY AND

ii) NOT LESS THAN 600 BELOW EXISTING GROUND SURFACE.iii) SOIL BEARING STRENGTH NOT LESS THAN 50 kPa,iv] OR ON BLINDING AS SPECIFIED BELOWv) OR ON PIERS AS SPECIFIED BELOW

2. STIFFENED RAFT INTERNAL BEAMSTO BE FOUNDED;

i) INTO NATURAL OR ANY EXISTING, PLACED FILL, OFMAXIMUM DEPTH 300 UNDER BEAM.3. ALL LOAD BEARING INTERNAL BEAMS & SLAB THICKENINGSTO BE FOUNDED AS PER EDGE BEAMS.4. STRIP FOOTINGSTO BE FOUNDED;

i) THROUGH ANY EXISTING OR PLACED FILL AND NOT LESSTHAN 100 INTO UNDISTURBED NATURAL SOILS OF ORANGEBROWN SILTY CLAY AND THROUGH ANY EXISTING OR PLACEDFILL AND NOT LESS THAN 100 INTO UNDISTURBED NATURALSOILS OF MOTTIED ORANGE GREY BROWN SILTY CLAY AND

ill NOT LESS THAN 600 BELOW EXISTING GROUND SURFACE.nil ON SOIL BEARING STRENGTH NOT LESS THAN 100 kPa; ORiv) OR ON BLINDING AS SPECIFIED BELOWv) OR ON PIERS AS SPECIFIED BELOW

5. BLINDINGil) SHALL BE 3% STABILIZED SANDii) FOUNDED AS FOLLOWSill) FOUNDED THROUGH ANY EXISTING OR

PLACED FILL AND NOT LESS THAN STIFFENED RAFT EDGEBEAMS OR STRIP FOOTING NOTES.6. (ZS 600 BORED CONCRETE PIERS OR 350 WIDE x 800 LONGPIERS@ MAX 2000 CTRS, EXTRA LAYER OF MESH TO EXTEND 1200MIN PAST LAST PIER.

i) SHALL BE MASS CONCRETEii) FOUNDED AS FOLLOWS

FOUNDED THROUGH ANY EXISTING OR PLACED FILL AND NOTLESS THAN STIFFENED RAFT EDGE BEAMS OR STRIP FOOTINGSNOTES WITH AN ALLOWABLE END BEARING CAPACITY OF150 kPa. (AS CERTIFIED BY BUILDER)7. MASS CONCRETE PADS

i) SHALL BE MASS CONCRETEii) FOUNDED AS FOLLOWS

FOUNDED THROUGH ANY EXISTING OR PLACED FILL AND NOTLESS THAN 100 INTO UNDISTURBED NATURAL SOILS OF ORANGEBROWN SILTY CLAY AND THROUGH ANY EXISTING OR PLACEDFILL AND NOT LESS THAN 100 INTO UNDISTURBED NATURALSOILS OF MOTTLED ORANGE GREY BROWN SILTY CLAY AND

iii) NOT LESS THAN 600 BELOW EXISTING GROUND SURFACE.iv] ON SOIL BEARING STRENGTH NOT LESS THAN 150 kPa.

SLAB FILL NOTE:1. ROLLED COMPACTED FILL UNDERSLAB TO BE MAXIMUM 300 OF CLAYOR. 600 OF GRANULAR MATERIAL.ROLL COMPACTED FILL IS FILLPLACED IN 150 LAYERS &COMPACTED WITH A LOADED RUBBERTYRED LOADER OR A BOBCAT WITHA FULL BUCKET.(AS CERTIFIED BY BUILDER)2. IF THE ABOVE FILL DEPTHS AREEXCEEDED PLACE 0600 BORED PIERSOR 350 WIDE x 800 LONG PIERS ATMAX 2500 CENTRES, AN ADDITIONALLAYER OF SLAB MESH IN BOTTOMOF SLAB. ADDITIONAL LAYER OFMESH TO EXTEND 1200 PASTMAXIMUM FILL LEVEL AS STATEDABOVE.3. FOUNDED THROUGH ANY EXISTINGOR PLACED FILL AND NOT LESSTHAN STIFFENED RAFT EDGE BEAMSOR STRIP FOOTINGS NOTES WITH ANALLOWABLE END BEARING CAPACITYOF 150 kPa.(AS CERTIFIED BY BUILDER)

TYPICAL SECTIONSCALE 1:20

400

-100 HIGH x 125 WIDECONCRETE PLINTH

•CRANKED 3-N12 TIESSTRIP FOOTING.400

SCALE 1;20

•ADDITIONAL LAYER OF FABRICCENTRAL IN TILED AREAS OR TILESFIXED WITH FLEXIBLE ADHESIVE.OR. FIXING OF TILES DELAYED FORMINIMUM OF 6 MONTHS AFTER POUR.OR 0.9 Kg/m3 POLYPROPYLENEFIBRES IN ADDITION TO STEEL FABRIC

SCALE 1:20

NOTE:STABILITY OFEXCAVATION TO BEMAINTAINED DURINGCONSTRUCTION

FOOTINGS TO BEFOUNDED BELOWCRITICAL DEPTH LINEFOR EXCAVATIONS

|.%WS'"KW^yM-3^«S'K;>t'A-;<'S.^..?.i-3>''«;S:l

TILED AREA DETAILSCALE 1:20

?- Z:|

AS PER PLAN | 1 | TO F

50mm SAND BED

iOmm LAGGINGAROUND PIPE

NOTE: 'D' DENOTES SLAB DEPTH

TYPICAL WET AREA &SHOWER RECESS DETAIL

3-N12 BARSTYPICAL

COMPACTED FILL FOREXCAVATIONS

SPECIAL NOTE.BUILDER IS RESPONSIBLEFOR LOCATING ALLSERVICES & DEPTHSINCLUDING : WATER,STORM WATER, SEWER,GAS. IF REQUIREDCONTACT ENGINEER FORREDESIGN.

^ 30- FOR SAND45- FOR CLAY

CRITICAL DEPTHLINE FOREXCAVATIONS

CRITICAL BACKFILLAREA TO BE BACKFILLED WITH 3%CEMENT STABLISEDSAND

SCALE 1:20

© TtiESE DRAWWQS ARE THE NTEUECTUAL PROPERTY OF SJE CONSULTIia COPYRIGHT RESERVED

SERVICE PIPE PENETRATION DETAILSCALE 1:20

NO PORTION OF THESE DRAWHGS MAY BE REPRODUCED BY ANY PROCESS WHATSOEVER WITHOUT THE WBTTEN CONSENT OF SJE CONSULTWG.

TYPICAL SERVICES TRENCHDETAIL (SEE SPECIAL NOTE)

NOT TO SCALEF N DOUBT ASKI

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AMENDMENTS

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DATE

wTDTD

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PROJECT REFERENCE: 101216

SJE Consulting391 TOWNSENO STREET. ALBURY, N.S.W. 2640

PH:(02) 60217233, FAX.:(02) 60412579. EMAIL CONSUL71NG8SJE.COM.AU

TITLE:

PROPOSED AMENITIES BUILDINGFOR LOCKHART SHIRE COUNCILAT SWIMMING POOL, MIXNER STTHE ROCK, NSWDESIGN: MASgyg^VAUPOUR

CHECKEI

SHEET; 3 OF 5IZ/7?f^

DRAWN: TOM DOYLE

DRAWING NO.

101216-803

A2REVISION

c

REV C

REV C

REV C

REV C

REV C

NOTE:

FRAMING MEMBER SCHEDULE

MARK

C1

C2

sc

OR1

RB1

RP1

BR1

RB2

L1

L2

L3

L4

as

SIZE

193.7 x 5 CHS

89 x 3.5 SHS

89 x 3.5 SHS

150 x 50 x 3 RHS

150 x 100 x 4 RHS

C15012 + 1 ROW BRIDGING

30 x 1.6 STRAP BRACE

150 x 50 x 3 RHS

2/190 x 45 MGP12

90 X 45 MGP12

140 x 45 MGP12

190 x 45 MGP12

REMARKS

COLUMNS

COLUMNS

COLUMNS

OUTRIG6ERS® MAX 900 CTRS

ROOF BEAMS

ROOF PURLINS(? MAX 1000 CTRS

ROOF BRACING

ROOF BEAMS

LINTELS

LINTELS

LINTELS

LINTELS

DOUBLE STUD

DOUBLE STUDS (DS) ATALL L1NTEL ENDS U.N.O

OUTRIGGER (ORDFULLY WELDED TO ROOFBEAM IRBD TYPICAL.

mm RB2

H— '1:4 T4- L4- T4 'n~

ROOF FRAMING PLANSCALE 1:100

^)));;)))))))))));;;));))))))));)));;);;;););)));))));;));))))))););;);

© THESE DRAVWGS ARE THE NTELLfCTUAL PROPERTY OF SJE CONSULTtl& COPYRIGHT RESERVED - NO PORTION OF THESE DRAWMGS MAY BE REPRODUCED BY ANY PROCESS WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SJE CONSULTWa F N DOUBT ASKI

REV.

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AMENDMENTS

10/07/1730/06/1702/06/17

DATE

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JD_

INIT.

PRINTED ; 12/07/2017 BY: TOM DOYLECLIENT:LOCKHART SHIRE COUNCIL

PROJECT REFERENCE: 101216

SJE Consulting391 TOWNSEND STREET. ALBURY, N.S.W. 2640

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TITLE:

PROPOSED AMENITIES BUILDINGFOR LOCKHART SHIRE COUNCILAT SWIMMING POOL, MIXNER STTHE ROCK, NSWDESIGN: MA^pO^yALIPOUR

CHECKED^^^^

SHEET: 4 OF 5 &/7"<1

DRAWN:TOM DOYLE

DRAWING NO.

101216-S04

JA2REVISION

c

RB1|IJ.U.L

^-—r""

TmTjnmicm

RB1

IC2(INSIDE WALL) ^

(INSIDE WALL)

P1

sc.1,-^

|RB1

D::^;C1..II

Jt

:m 1^1 ^^i

P1

SOUTH WEST FOYER ELEVATION SOUTH EAST FOYER ELEVATIONSCALE 1:100 SCALE 1:100

C2 !|\(INSIDE WALL)

/| <__ _^;L. _.

1U T^.J \\

\ 7|-\i

r --1

I

JNORTH EAST FOYER ELEVATION NORTH WEST FOYER ELEVATION

SCALE 1:100 SCALE 1:100

10 CLEAT PLATE-6CFW TO 10 CAPPLATE 6CFW TOCOLUMN 2-M12 8.8/SBOLTS TYPICAL.

10 CLEAT PLATE-6CFW TO 10 CAPPLATE 6CFW TOCOLUMN 2-M12 8.8/SBOLTS TYPICAL.

4 END PLATE6CFW TO BEAMTYPICAL.

PROVIDE 25 NON-SHRINKLEVELLING GROUT

SECTION A-ASCALE 1:10

TYPICAL ROOF BEAM (RBDTO COLUMN (CD DETAIL

TYPICAL ROOF BEAM (RB1)TO COLUMN (C2) DETAIL

100sq x 10 PLATE6CFW TO BOLTSTYPICAL

6-N16 BARSN12-200 LIGSTYPICAL.

SCALE 1:10

SCALE 1:10

16 BASE PLATE6CFW TO COLUMN4-M20 4.6/S BOLTSEMBED MIN 400 INTOFOOTING TYPICAL.

TYPICAL BORED PIER (P1)FOOTING DETAIL

SCALE 1:20

) THESE DRAWM6S ARE TOE HTB1EC7UAL PROPERTY OF 8JE CONSULTM& COPYRIGHT RESERVED - NO PORTION OF THESE DfiAWMGS MAY BE REPRODUCED BY ANY PROCESS WHATSOEVER WIIHOUT TH WRfTTEN CONSENT OF SJE CONSULTWG. F N DOUBT ASKI

12 BASE PLATE6CFW TO COLUMN4-M16 CHEMSETSEMBED MIN 125,MIN EDGE DISTANCE75 TYPICAL

TYPICAL COLUMN (C2)BASE PLATE DETAIL

SCALE 1:10

REV.

WIND BRACING & LINTELSARCHITECT AMENDMENTSPRELIMINARY

AMENDMENTS

10/07/1730/06/1702/06/17

DATE

TDTDTD

INIT.

PRINTED : 12/07/2017 BY: TOM DOYLECLIENT:LOCKHART SHIRE COUNCIL

PROJECT REFERENCE: 101216

SJE Consulting391 TOWNSEND STCEET. ALBURY, N.S.W. 2640

PH:(02) 60217233, FAX.: (02) 60412579. EMAIL CONSULT1NG8SJE.COM.AU

TITLE:

PROPOSED AMENITIES BUILDINGFOR LOCKHART SHIRE COUNCILAT SWIMMING POOL, MIXNER STTHE ROCK. NSWDESIGN: MASi

CHECKED:,

JPOUR I DRAWN:TOM DOYLE

SHEET: 5 OF 5 rj^/ -f-\

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CEILING BRACING IBR1I30 x 1.6 FLAT STRAPBRACING TYPICAL.

BRACING REQUIRED U73kN.BRACING SUPPLIED 67.50kN.

1. BRACING HAS BEEN DESIGNED IN ACCORDANCE WITHAS1684 FOR WIND CLASSIFICATION N1 AS SPECIFIED INAS4055 AND AS1170.2 FOR REGION A AND AN ULTIMATEDESIGN GUST WIND SPEED OF 34m/sec.

1 BRACINfi REQUIRED 41.73kN.BRACING SUPPLIED 54.00kN.

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WIND BRACING PLANSCALE 1:100

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REV.

WIND BRACING & LINTELSARCHITECT AMENDMENTSPRELIMINARY

AMENDMENTS

30/06/1702/06/17

DATE

TDT0_TO

INIT.

PRINTED : 12/07/2017 BY: TOM DOYLECLIENT:LOCKHART SHIRE COUNCIL

PROJECT REFERENCE: 101216

SJE Consulting391 TOWNSEND STCEET. AL8URY, N.S.W. 2640

PH:(02) 60217233, FAX.: (02) 60412579. EMAIL CONSULT1NG8SJE.COM.AU

HTLE:

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