drawing index: standard notes

STANDARD NOTES

GENERAL NOTES

G1. THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL ARCHITECTURAL AND OTHERCONSULTANTS DRAWINGS AND SPECIFICATIONS AND WITH SUCH OTHER WRITTEN INSTRUCTIONSAS MAY BE ISSUED DURING THE COURSE OF THE CONTRACT.

G2. ALL DIMENSIONS AND LEVELS RELEVANT TO SETTING OUT AND OFF-SITE WORK SHALL BE VERIFIEDBY THE CONTRACTOR BEFORE CONSTRUCTION AND FABRICATION IS COMMENCED. THE ENGINEER'SDRAWINGS ARE NOT TO BE SCALED. NO RESPONSIBILITY WILL BE TAKEN BY THE ENGINEER FORDIMENSIONS OBTAINED BY SCALING THE DRAWINGS.

G3 UNLESS STATED OTHERWISE:

ALL DIMENSIONS ARE IN MILLIMETRESALL LEVELS ARE TO AUSTRALIAN HEIGHT DATUM.ALL CO-ORDINATES ARE TO AUSTRALIAN MAPPING GRID.

G4. DURING CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THESTRUCTURE IN A STABLE CONDITION AND ENSURING NO PART SHALL BE OVERSTRESSED UNDERCONSTRUCTION ACTIVITIES. ALL TEMPORARY PROPPING AND BRACING NECESSARY, INCLUDINGANY TEMPORARY SUPPORT FOR EXCAVATIONS, SHALL BE THE CONTRACTOR'S RESPONSIBILITY.

G5. THE CONTRACTOR SHALL ENGAGE A QUALIFIED STRUCTURAL ENGINEER WHO IS A REGISTERED BUILDING PRACTITIONER WITH EXPERIENCE IN TEMPORARY WORKS TO DESIGN AND REVIEW ALL CONSTRUCTION PROCEDURES AND TO PROVIDE TEMPORARY WORKS DETAILS AS REQUIRED TO ENSURE THE STRUCTURE IS MAINTAINED IN A STABLE CONDITION AT ALL TIMES DURING CONSTRUCTION. THE ENGINEER IS TO PROVIDE CERTIFIED COMPUTATIONS, CERTIFICATE OF COMPLIANCE - DESIGN AND CERTIFICATE OF COMPLIANCE - INSPECTION FOR THE SAME. THE COSTOF ALL TEMPORARY WORKS AND TEMPORARY WORKS DESIGN SHALL BE INCLUDED IN THE TENDERER'S PRICE.

G6. THE STRUCTURE HAS BEEN DESIGNED FOR THE IN-SERVICE LOADS ACTING WHEN THE STRUCTUREIS COMPLETE ONLY. LOADS OR ACTIONS DUE TO CONSTRUCTION AND INSTALLATIONMETHODOLOGIES AND/OR EQUIPMENT HAVE NOT BEEN CONSIDERED UNLESS CLEARLY STATEDOTHERWISE.

G7 THE APPROVAL OF A SUBSTITUTION SHALL BE SOUGHT FROM THE SUPERINTENDENT BUT IS NOT ANAUTHORISATION FOR A COST VARIATION. ALL COST VARIATIONS INVOLVED MUST BE AGREED WITHTHE SUPERINTENDENT BEFORE THE WORK COMMENCES.

G8 ANY DISCREPANCIES ON THE DRAWINGS, OR BETWEEN THE DRAWINGS AND/OR THE SPECIFICATIONS AND/OR THE SPECIFIED AUSTRALIAN STANDARDS SHALL BE REFERRED TO THE ENGINEER AND A WRITTEN INSTRUCTION RECEIVED BY THE SUPERINTENDENT PRIOR TO PROCEEDING WITH THE WORK.

G9 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DELIVERY, FABRICATION, CONSTRUCTION ANDERECTION OF ALL ELEMENTS OF THE STRUCTURE.

G10 THE STRUCTURAL DRAWINGS DO NOT SHOW ALL DETAILS OF FIXTURES, INSERTS, SLEEVES,OPENINGS, ETC. REQUIRED BY THE VARIOUS TRADES. ALL SUCH DETAILS, INCLUDING OPENINGSFOR CONSTRUCTION PURPOSES, MUST BE APPROVED BY THE ENGINEER BEFORE PROCEEDINGWITH CONSTRUCTION. THE CONTRACTOR SHALL ALLOW FOR ADDITIONAL SUPPORT MEMBERSWHERE REQUIRED.

G11 ANY DAMAGED STRUCTURAL MATERIAL SHALL BE REPAIRED OR REPLACED TO THE ENGINEERSSATISFACTION ENSURING THE ORIGINAL DURABILITY STRENGTH AND SERVICEABILITYCHARACTERISTICS ARE MAINTAINED.

G12 SHOULD ADDITIONAL SERVICES OR CHANGES TO THE STRUCTURAL DOCUMENTATION BEREQUESTED BY THE CONTRACTOR, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALLASSOCIATED CONSULTANT FEES AND EXPENSES.

G13 THE CONTRACTOR SHALL ALLOW FOR THE PREPARATION AND COST OF DETAILED SHOP DRAWINGS.THE CONTRACTOR SHALL CHECK AND COORDINATE THE SHOP DRAWINGS WITH ALL TRADES, OTHERCONSULTANT DOCUMENTS AND SITE CONDITIONS.

G14 THE STRUCTURAL ENGINEER DOES NOT PROVIDE "AS BUILT" DRAWINGS FOR THE STRUCTURE THATREFLECT THE AS BUILT CONDITIONS AT THE COMPLETION OF CONSTRUCTION. SHOULD THECONTRACTOR REQUEST ASSISTANCE FROM THE STRUCTURAL ENGINEER FOR PRODUCTION OF "ASBUILT" DRAWINGS THEY SHALL BE RESPONSIBLE FOR ALL ASSOCIATED CONSULTANT FEES ANDEXPENSES.

G15 ALL PROPS AND FORMWORK FOR FLOOR BEAMS AND SLABS SHALL BE REMOVED BEFORE CONSTRUCTION OF ANY MASONRY WALLS OR PARTITIONS ON THE FLOOR.

G16 ALL NON LOAD-BEARING WALLS SHALL BE KEPT 20mm CLEAR OF THE UNDERSIDE OF SLABS AND BEAMS UNLESS NOTED OTHERWISE. THE TOP END OF ALL NON LOAD-BEARING WALLS ARE TO BE ADEQUATELY LATERALLY RESTRAINED.

G17 THE CONTRACTOR SHALL ENGAGE A GEOTECHNICAL ENGINEER FOR THE PURPOSE OF CERTIFYINGTHE REQUIRED GROUND CONDITIONS AS NOMINATED IN THE DOCUMENTS.

G18 THE CONTRACTOR SHALL ENGAGE AN INDEPENDENT WELDING INSPECTION AND SITE SUPERVISIONSERVICE TO CARRY OUT ALL STEELWORK TESTING AND EXAMINATIONS REQUIRED BY AUSTRALIANSTANDARDS. MINIMUM STEELEXAMINATIONS REQUIRED BY THIS CONTRACT ARE :

- 100% VISUAL WELD INSPECTION- 100% RADIOGRAPHIC OR ULTRASONIC WELD INSPECTIONS- 100% BOLT TIGHTENING INSPECTION AFTER ERECTION

G19 PRIOR TO COMMENCING SITE WORKS, THE CONTRACTOR SHALL CONFIRM AND LOCATE ALLEXISTING STRUCTURES, SERVICES AND OTHER ASSETS THAT MAY BE AFFECTED BY THE WORKS.THE CONTRACTOR SHALL SEEK DIRECTION FROM THE ENGINEER SHOULD ANY EXISTINGSTRUCTURES, SERVICES OR ASSETS BE DIFFERENT TO THOSE SHOWN ON THE CONSULTANTSDOCUMENTS.

G20 SHOULD THE BUILDER/CONTRACTOR REQUIRE CREO CONSULTANTS TO PARTICIPATE IN AN ONLINECENTRALISED DATA MANAGEMENT SYSTEM (IE. ACONEX, PROJECTWEB OR PROJECT CENTRE OR SIMILAR), THE BUILDER/CONTRACTOR SHALL ALLOW TO PAY ALL ASSOCIATED PARTICIPATION FEESREQUIRED BY THE SERVICE OPERATOR IN THEIR TENDER PRICE. THE BUILDER/CONTRACTOR SHALLNOTIFY CREO CONSULTANTS IN WRITING OF THIS REQUIREMENT DURING TENDERING OF THE PROJECT.

WITHIN THREE (3) MONTHS OF PRACTICAL COMPLETION OF THE PROJECT, THE BUILDER/CONTRACTOR SHALL FURNISH FREE OF CHARGE TO CREO CONSULTANTS A COMPLETE RECORD OF ALL DATA THAT CREO CONSULTANTS WERE ABLE TO ACCESS ON THE SYSTEM DURINGTHE PROJECT. SUCH DATA SHALL BE PROVIDED IN A COMMON READABLE AND SEARCHABLE FORMATAND BE RECORDED ON A CD, DVD, PORTABLE USB DRIVE OR SIMILAR MEDIA.

DESIGN DATA

D1. WIND LOADING IN ACCORDANCE WITH AS1170.2- TERRAIN CATEGORY 3- SHIELDING MULTIPLIER (Ms) 1.0- TOPOGRAPHIC MULTIPLIER (Mt) 1.0- STRUCTURE IMPORTANCE MULTIPLIER (Ml) 1.0

D2. LIVE LOADING IN ACCORDANCE WITH AS 1170.1- GANTRY ROOF 15.0 kPa

D4. ALL WORKS AND MATERIALS SHALL BE IN ACCORDANCE WITH CURRENT, RELEVANT SAA CODES ANDTHE BUILDING CODE OF AUSTRALIA. THE FOLLOWING RELEVANT STANDARDS SHALL BE READ AS PART OF THESE GENERAL NOTES AND COPIES SHALL BE KEPT ON SITE WITH THE CONTRACTUAL DOCUMENTS:

AS 1170.1 DEAD AND LIVE LOADSAS 1170.2 WIND LOADSAS 1657 FIXED PLATFORM, WALKWAYS, STAIRWAYS & LADDERSAS 1684 TIMBER FRAMING CODE (ALL PARTS)AS 1720 NATIONAL TIMBER ENGINEERING CODE (ALL PARTS)AS 3600 CONCRETE STRUCTURESAS 3610 FORMWORK FOR CONCRETE CODEAS 4100 STEEL STRUCTURESNCC 2017 NATIONAL CONSTRUCTION CODE (INTERIM REGULATIONS)

STRUCTURAL STEELWORK NOTES

S1 ALL WORKMANSHIP, MATERIALS AND FABRICATION SHALL BE IN ACCORDANCE WITH AS4100 STEELSTRUCTURES AND AS1538 COLD-FORMED STEEL STRUCTURES. ALL STEEL HOLLOW SECTIONSSHALL BE GRADE 350 IN ACCORDANCE WITH AS1163. ALL PRESSED METAL PURLINS AND GIRTSSHALL BE GRADE 450 IN ACCORDANCE WITH AS 1538.

S2 WELDING SHALL BE PERFORMED BY A QUALIFIED OPERATOR IN ACCORDANCE WITH AS1554STRUCTURAL STEEL WELDING.

S3 BOLTS DESIGNATED 4.6/S SHALL BE COMMERCIAL BOLTS TO AS1111 AND AS1112 TIGHTENED TO ASNUG TIGHT FIT. BOLTS DESIGNATED 8.8/S SHALL BE HIGH STRENGTH STEEL BOLTS TO AS1252TIGHTENED TO A SNUG TIGHT FIT. BOLTS DESIGNATED 8.8/TF OR 8.8/TB SHALL BE HIGH STRENGTHSTEEL BOLTS TO AS1252, FULLY TENSIONED IN ACCORDANCE WITH AS4100.

S4 THE ENDS OF ALL HOLLOW SECTIONS SHALL BE SEALED WITH 6MM THICK PLATE AND CONTINUOUSFILLET WELD UNLESS STATED OTHERWISE.

S5 BEFORE FABRICATION IS COMMENCED THE CONTRACTOR SHALL SUBMIT COPIES OF THE SHOPDRAWINGS TO THE ENGINEER FOR REVIEW. REVIEW DOES NOT INCLUDE CHECKING OFDIMENSIONS.

S6 ALL EXPOSED STRUCTURAL STEEL SHALL BE HOT DIP GALVANISED AND ALL INTERNAL STRUCTURALSTEEL SHALL BE SHOP PRIMED UNLESS OTHERWISE SPECIFIED BY THE ARCHITECT. REFER ALSO TOSPECIFICATIONS.

S7 UNLESS STATED OTHERWISE :A. ALL CLEATS, GUSSETS AND END PLATES SHALL BE 10mm THICK.B. WELDING ELECTRODE SHALL BE E49XX.C. ALL FILLET WELDS SHALL BE 6mm CONTINUOUSD. ALL BUTT WELDS SHALL BE FULL PENETRATIONE. ALL BOLTS SHALL BE M20 8.8/S MINIMUM TWO PER CONNECTION.F. BOLT HOLE CLEARANCE SHALL BE 2mm.G. PURLIN AND GIRT CLEATS SHALL BE 8mm PLATE WITH 2-M12 4.6/S PURLIN BOLTS.H. ALL WELDS SHALL BE STRUCTURAL PURPOSE.I. ALL CAP PLATES SHALL BE 12mm THICK.J. ALL BASE PLATES SHALL BE 16mm THICK.

S8 THE GRADE OF STRUCTURAL STEEL SHALL BE AS FOLLOWS UNLESS STATED OTHERWISE :

SECTION GRADE (MPa)HOT ROLLED SECTIONS 300WELDED BEAM & COLUMN SECTIONS 300CIRCULAR HOLLOW SECTIONS 250SQUARE & RECTANGULAR HOLLOW SECTIONS 350

S9 ALL LOAD BEARING STRUCTURAL STEEL FRAMING SHALL BE PROTECTED FROM FIRE TO THENOMINATED FIRE RESISTANCE LEVELS. REFER TO ARCHITECTS DRAWINGS FOR FIRE PROTECTIONSSPECIFICATION

S10 COLUMNS AND MULLIONS SHALL HAVE THEIR BASE PLATES FULLY GROUTED IN ACCORDANCE WITHTHE SPECIFICATIONS AFTER PLUMBING AND LEVELLING ON STEEL PACKERS.

S11 ALL RAFTERS AND BEAMS OVER 6000mm IN LENGTH SHALL BE CAMBERED 5mm FOR EVERY 2000mmOF LENGTH UNLESS NOTED OTHERWISE ON THE DRAWINGS.

S12 THE CONTRACTOR SHALL SUBMIT STEEL SHOP DRAWINGS TO THE ENGINEER FOR REVIEW PRIOR TOCOMMENCEMENT OF ANY FABRICATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LAYOUTAND MEMBER DIMENSIONS.

S13 THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT THE STEELWORK IS NOT DAMAGEDOR DISTORTED DURING THE FABRICATION OR GALVANISING PROCESSES.

S14 ALLOW ALL ROOF BEAMS TO BE FLY BRACED AT 5000 CTS UNLESS NOTED OTHERWISE

S15 REFER TO ARCHITECTS DRAWINGS FOR ANY ADDITIONAL INCIDENTAL AND SECONDARY STEELWORKREQUIRED NOT SHOWN ON STRUCTURAL DRAWINGS.

S16 PROVIDE TRIMMERS AS REQUIRED TO SUPPORT THE EDGE OF ALL ROOF SHEETING.

TENDERING NOTES

GT1 ALL ITEMS AND ASSOCIATED COSTS REFERRED TO IN THE DOCUMENTS, SPECIFICATION AND OTHERCONSULTANT DOCUMENTS SHALL FORM PART OF THE CONTRACTOR'S TENDER PRICE, UNLESSNOTED OTHERWISE. ALL MATERIALS ARE TO BE SUPPLIED BY THE CONTRACTOR INCLUDINGWASTAGE AND OVER-SUPPLY CONSTRUCTION MATERIALS.

GT2 THE CONTRACTOR SHALL EXAMINE THE CONTRACT DOCUMENTS MADE AVAILABLE FOR THEPURPOSES OF TENDERING, AND SHALL EXAMINE ALL INFORMATION RELEVANT TO THE RISKS,CONTINGENCIES AND OTHER CIRCUMSTANCES WHICH COULD AFFECT THE COST OF THE WORKS.

GT3 IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO EXAMINE THE SITE BEFORE TENDERING ANDFULLY INFORM THEMSELVES OF ALL EXISTING CONDITIONS. CLAIMS ARISING FROM FAILURE TO TAKETHIS PRECAUTION WILL BE BORNE BY THE CONTRACTOR. THE COST OF CRANAGE, TEMPORARYWORKS OR ACCESS RAMP CONSTRUCTION AND SUBSEQUENT REMOVAL, NECESSARY TOCONSTRUCT THE PROJECT, SHALL BE ALLOWED FOR BY THE CONTRACTOR IN THEIR TENDER.

GT4 DURING TENDERING, ANY DISCREPANCY BETWEEN THE DOCUMENTS, SPECIFICATIONS AND OTHERCONSULTANT DOCUMENTS SHALL BE REFERRED TO THE ENGINEER FOR CLARIFICATION.OTHERWISE, THE CONTRACTOR SHALL ASSUME THE GREATER CRITERIA IN TERMS OF COST ANDPROGRAMME IN THE ABSENCE OF OTHER INSTRUCTIONS.

GT5 DURING TENDERING, THE BUILDER SHALL MAKE ADDITIONAL ALLOWANCE FOR ALL COSTSASSOCIATED WITH SECONDARY STEELWORK INDICATED ON OTHER CONSULTANT DRAWINGS,REGARDLESS OF WHETHER THE OTHER CONSULTANT REFERS TO THE ENGINEERS DRAWING. REFERTO ARCHITECTURAL DRAWINGS FOR ALL OTHER SECONDARY STRUCTURAL FRAMING (NON-BASEBUILDING RELATED) SUCH AS, BUT NOT LIMITED TO, CEILING FRAME, BALUSTRADES,ARCHITECTURAL FEATURES, NON-STRUCTURAL WALL FRAMES, FAÇADE FRAMING AND OPERABLEWALL SUPPORTS ETC. WHERE NOT DOCUMENTED, THE BUILDER SHALL MAKE ADEQUATEALLOWANCE.

GT6 ALL DRAWINGS ARE CURRENTLY BEING COORDINATED WITH ARCHITECT AND SERVICES ENGINEER.BUILDER SHALL MAKE ALLOWANCE WHERE NECESSARY OR RAISE QUERIES FOR CLARIFICATION.

GT7 SERVICES PENETRATIONS TO BE COORDINATED WITH SERVICES ENGINEER. WHERE RELOCATION ISNOT POSSIBLE, BUILDER SHALL MAKE ALLOWANCE FOR STRUCTURAL REDESIGN AS DEEMEDNECESSARY.

GT8 REFER TO ARCHITECT FOR ALL ARCHITECTURAL FACADE TREATMENT.

GT9 ANY DISCREPANCY ON THE DRAWINGS OR BETWEEN THE DRAWINGS AND/OR THE SPECIFICATIONAND/OR THE SPECIFIED SAA STANDARD SHALL BE REFERRED TO THE SUPERINTENDENT AND AWRITTEN INSTRUCTION RECEIVED PRIOR TO PROCEEDING WITH THE WORK. DURING TENDERINGTHE TENDER SHALL ASSUME THE LARGER/GREATER CRITERIA IN TERMS OF COST IN THE ABSENCEOF OTHER INSTRUCTIONS.

GT10 ALL DIMENSIONS ARE IN MILLIMETRES UNLESS NOTED OTHERWISE. ALL LEVELS ARE IN METERSUNLESS NOTED OTHERWISE.

GT11 THE DOCUMENTED DESIGN CONSTITUTES THE MAIN STRUCTURAL FRAMING BUT DOES NOT INCLUDEA FULL SCOPE OF SECONDARY STEEL TO SUPPORT FACADE CLADDING, HANDRAILS, INTERNALPARTITION WALLS, ETC.

GT12 THESE DRAWINGS SHOW TYPICAL CONNECTION DETAILS ONLY. THE SHOP DRAFTER IS REQUIRED TODEVELOP ALL CONNECTION DETAILS NOT SPECIFICALLY SHOWN. THE CONTRACTOR IS REQUIRED TOPRICE FOR ALL ASSOCIATED ENGINEERING DESIGN AND DETAILING FOR CONNECTIONS NOTSPECIFICALLY SHOWN.

GT13 THE STRUCTURAL DRAWINGS DO NOT SHOW ALL DETAILS OF FIXTURES, INSERTS, SLEEVES,OPENINGS, ETC. REQUIRED BY THE VARIOUS TRADES. ALL SUCH DETAILS, INCLUDING OPENINGS FORCONSTRUCTION PURPOSES, MUST BE APPROVED BY THE SUPERINTENDENT BEFORE PROCEEDINGWITH CONSTRUCTION.

SITE SUPERVISION AND INSPECTION NOTES

SI1 THE CONTRACTOR SHALL ENSURE A SUITABLY QUALIFIED, REGISTERED BUILDING PRACTITIONERCARRIES OUT ALL REQUIRED INSPECTIONS, AS SPECIFIED BY THE BUILDING SURVEYOR, TO ENABLETHE BUILDING SURVEYOR TO PROVIDE A CERTIFICATE OF COMPLIANCE - CONSTRUCTION AT THECONCLUSION OF THE WORKS.

SI2 CREO CONSULTANTS HAVE ALLOWED FOR STRUCTURAL INSPECTIONS TO SATISFY OURPROFESSIONAL OBLIGATIONS IN ASSISTING THE CONTRACTOR TO FOLLOW THE DESIGN INTENT OFOUR DOCUMENTS BUT NOT NECESSARILY TO INSPECT ALL ELEMENTS.

SI3 THE CONTRACTOR SHALL GIVE A MINIMUM OF TWO (2) WORKING DAYS NOTICE PRIOR TOINSPECTIONS BEING REQUIRED. SCHEDULED INSPECTIONS SHOULD BE CANCELLED A MINIMUM OFFOUR (4) WORKING HOURS PRIOR TO THE SCHEDULED TIME IF WORK WILL NOT BE READY FORINSPECTION.

IF AN AREA OF WORK IS NOT COMPLETED AT THE SCHEDULED TIME OF INSPECTION, OR ISDEFECTIVE AND REQUIRES RE-INSPECTION, THE RE-INSPECTION SHALL BE AT THE CONTRACTORSEXPENSE.

INSPECTION TIMES SHALL BE BETWEEN THE ENGINEER'S OFFICE WORKING HOURS 9AM TO 4PMMONDAY TO FRIDAY. GENERALLY NO INSPECTIONS SHALL BE CARRIED OUT ON SATURDAYS,SUNDAYS OR PUBLIC HOLIDAYS EXCEPT IN EMERGENCY SITUATIONS AND ONLY BY SPECIALBOOKING ARRANGEMENTS (INCLUDING PROVISION FOR ADDITIONAL FEES FOR THE ENGINEER).

SI4 THE CONTRACTOR SHALL ALLOW IN THEIR PROGRAMME A MINIMUM PERIOD OF TEN (10) WORKINGDAYS FROM RECEIPT OF SHOP DRAWINGS BY THE ENGINEER TO REVIEW AND RETURN COMMENTS.

UNLESS OTHERWISE ARRANGED, SHOP DRAWINGS SHALL BE SUBMITTED PROGRESSIVELY INPACKAGES (WITH ACCOMPANYING MARKING PLANS) SO AS TO ALLOW THE ENGINEER TO CHECKDRAWINGS IN A TIMELY MANNER.

DRAWING INDEX:

STRUCTURAL DRAWINGSS01 GENERAL NOTES AND DRAWING INDEXS02 CONSTRUCTION METHODOLOGYS03 GENERAL ARRANGEMENT PLAN - GROUND LEVELS04 GENERAL ARRANGEMENT PLAN - LEVEL 1S05 GENERAL ARRANGEMENT PLAN - LEVEL 2S06 GENERAL ARRANGEMENT PLAN - LEVEL 3S07 ELEVATIONS AND SECTIONS SHEET 1S08 ELEVATIONS AND SECTIONS SHEET 2S09 ELEVATIONS AND SECTIONS SHEET 3S10 DETAILS SHEET 1S11 DETAILS SHEET 2

TIMBER NOTES

T1. ALL WORKMANSHIP, MATERIALS AND PRACTICE SHALL BE IN ACCORDANCE WITH THE TIMBERENGINEERING CODES AS 1720.0, 1720.2 AND 1720.4 AND THE NATIONAL TIMBER FRAMING CODESAS 1684.1 AND 1684.2.

T2. UNLESS OTHERWISE SHOWN ALL TIMBER SHALL BE STRESS GRADE F7 OR MGP10.

T3. ALL TIMBER SHALL BE IN ACCORDANCE WITH THE STRESS GRADE NOMINATED ON THE DRAWINGSAND BE FREE OF DEFECTS, SPLITS, KNOTS, HOLES AND ROT ETC. THE ENGINEER RESERVES THERIGHT TO REJECT UNSUITABLE TIMBER.

T4. BOLT EDGE DISTANCES AND SPACINGS SHALL CONFORM WITH AS 1720.1.

T5. ALL BOLTED TIMBER CONNECTIONS SHALL BE WITH M12 BOLTS UNLESS NOTED OTHERWISE.GALVANISED MILD STEEL WASHERS SHALL BE PLACED UNDER THE HEAD AND NUT IN ACCORDANCEWITH THE TABLE BELOW:

WASHER SIZE:50 x 50 x 3mm - BOLTS UP TO M1265 x 65 x 5mm - BOLTS M16 AND M2075 x 75 x 5mm - BOLTS GREATER THAN M20

ALL EXTERNAL BOLTS AND FITTINGS SHALL BE HOT-DIP GALVANISED.

T6. ALL BOLTS SHALL BE RE-TIGHTENED AT THE COMPLETION OF THE CONTRACT AND AGAIN AT THEEND OF THE MAINTENANCE PERIOD. BOLTS WHICH ARE INACCESSIBLE AT THE COMPLETION OF THESTRUCTURAL WORKS SHALL BE RETIGHTENED IMMEDIATELY BEFORE BEING BUILT IN.

T7. PROVIDE 2 No. 90 x 45 MGP10, NAIL LAMINATED TO A COMMON STUD, UNDER ALL BEAM ENDS ANDLINTELS UNLESS NOTED OTHERWISE. SPEEDBRACE ALL WALL AND ROOF PANELS, UNLESS NOTEDOTHERWISE.

T8. UNLESS NOTED OTHERWISE, WALL STUDS SHALL BE 90 x 35 MGP10 AT 450 CENTRES FOR HEIGHTSUP TO 2700mm AND 90 x 45 MGP10 AT 450 FOR HEIGHTS UP TO 3000mm CTS. PROVIDE NOGGING AT1350 MAXIMUM CENTRES. DO NOT NOTCH STUDS. TOP AND BOTTOM PLATES SHALL BE 45 x 90MGP10. DO NOT TRENCH PLATES.

T9. LINTEL SIZES AND SUPPORT DETAILS SHALL BE AS SHOWN ON THE STRUCTURAL DRAWINGS AND INACCORDANCE WITH AS 1684.

T10. ALL PROPRIETARY FIXINGS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THEMANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS, OR AS NOTED ON THE STRUCTURALDRAWINGS.

T11. PERMANENT BRACING SHALL BE AS PER THE MANUFACTURER'S REQUIREMENTS AND INACCORDANCE WITH AS 1684. IN ALL CASES PERMANENT BRACING SHALL COMPLY WITHREQUIREMENTS OF LOCAL BUILDING REGULATIONS.

T12. THE STRUCTURAL DRAWINGS INDICATE ALL NECESSARY MAJOR STRUCTURAL TIMBER ANDCONNECTIONS. MINOR NON-STRUCTURAL ITEMS SUCH AS TRIMMERS, CLEATS AND OTHER ITEMSAS SHOWN ON THE ARCHITECTURAL DRAWINGS, BUT NOT SHOWN ON THE STRUCTURAL DRAWINGS,SHALL BE ALLOWED FOR BY THE CONTRACTOR IN THEIR TENDER PRICE, AND DETAILED AT THESHOP DRAWING STAGE IF REQUIRED.

T13. WHERE REQUIRED, STRUCTURAL TIMBER ELEMENTS HAVE BEEN DESIGNED TO SUPPORT CLADDINGELEMENTS SUCH AS PROPRIETARY CURTAIN WALL SYSTEMS AND GLAZING. FIXINGS OFSUB-FRAMES THAT MAY BE NECESSARY TO SUPPORT AND CONNECT SUCH ELEMENTS TO THESTRUCTURAL TIMBERWORK SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR WHO SHALLLIAISE WITH AND CO-ORDINATE THE WORK OF THE SPECIALISTFABRICATORS/SUPPLIERS/SUBCONTRACTORS TO ENSURE THE STRUCTURAL ADEQUACY OF THESUCH WORK AND THE STRUCTURAL ADEQUACY OF THE FIXINGS TO THE STRUCTURALTIMBERWORK. THE BUILDER'S TENDER PRICE SHALL BE DEEMED TO INCLUDE ALL COSTSNECESSARY FOR THE SPECIALIST FABRICATORS/SUPPLIERS/SUBCONTRACTORS FOR SUCHELEMENTS. THE BUILDER SHALL ALSO ALLOWANCE FOR THE TO ENGAGE AN EXPERIENCEDREGISTERED BUILDING PRACTITIONER TO PROVIDE, IN ACCORDANCE WITH THE REQUIREMENTS OFTHE BUILDING CODE OF AUSTRALIA (CERTIFICATE OF COMPLIANCE - DESIGN AND INSPECTION) FORTHE DESIGN AND INSTALLATION RESPECTIVELY OF SUCH ELEMENTS

T15. PLYWOOD BRACING TO BE 8mm F11

PLYWOOD BRACING IS TO BE CONNECTED TO STUD WALLS IN THE FOLLOWING MANNER.

TOP AND BOTTOM PLATES - 2.8 x 30mm NAILS AT 50mm centresHORIZONTAL BUTT JOINTS IN PANELS - 2.8 x 30mm NAILS AT 50mm centresVERTICAL BUTT JOINTS IN PANELS - 2.8 x 30mm NAILS AT 150mm centresINTERMEDIATE STUDS - 2.8 x 30mm NAILS AT 300mm centresFLOOR JOISTS - 30 x 0.8mm HOOP IRON STRAP

LOOP AROUND JOIST WITH1No. 2.8 x 30mm NAIL TO TOP OF BOTTOM PLATE2No. 2.8 x 30mm NAIL TO SIDE OF BOTTOM PLATE

T16. REFER TO ARCHITECTS DRAWINGS FOR DETAILS OF ALL SECONDARY ROOF FRAMING INCLUDING FIXING OF SHEETING, FLASHING AND CAPPINGS IN ACCORDANCE WITH AS1684.

T17. POSISTRUT SIZES ARE INDICATIVE ONLY. POSISTRUT IS PROPRIETARY SYSTEM AND SHALL BEDESIGNED BY THE MANUFACTURER FOR THE SPECIFIC LOCATION.

MARK SECTION

MEMBER SCHEDULE

CB1 500 WIDE x 1500 HIGH CONCRETE BLOCK


NOTE:1. MINIMUM LENGTHS OF CONCRETE BLOCK AS PER STRUCTURAL

DRAWINGS. CONTRACTOR TO VERIFY AND CO-ORDINATE VIASITE MEASURE

2. ALL EXTERNAL STEELWORK TO BE HOT DIPPED GALVANISED3. BALUSTRADE BY OTHERS4. HOARDING BY OTHERS


C1 250 UB 31

C2 89 x 89 x 6.0 SHS - G350

B1 250 UB 31

OR1 200 PFC

OR2 250 UB 31

WB1 M20 ROD BRACE

WB2 100 PFC

BR1 M20 ROD BRACE

S1 100 PFC

S2 89 x 89 x 6.0 SHS - G350

WT1 200 PFC

FJ1 250 x 50 F14 HARDWOOD AT 300 CRS

TB1 100 PFC

ISSUED FOR

PLANNING APPROVAL

NOT FOR CONSTRUCTION

REVISION DATE ISSUE DESCRIPTION CLIENT

Level 7, 176 Wellington ParadeEast Melbourne, VIC, Australia 3002Ph: (03) 9417 7393

PROJECT

DRAWING No. REVISIONPROJECT No.

SCALE AT A1

PROJECT ENGINEER

DRAWN

PROJECT MANAGER

DESIGNED

DATE FIRST ISSUE

STATUSDRAWING TITLECHECKEDDRAWN APPROVED

200382

N/A H BYRNES E LIVADITIS

V AMATO V AMATO

BS01

GENERAL NOTES AND DRAWING INDEX61 - 65 VICTORIA PARADE

COLLINGWOOD

COLLINGWOOD, VICTORIA 306622/10/2020

A 22/10/2020 PRELIMINARY ISSUE HB EL VAB 04/11/2020 ISSUED FOR PLANNING APPROVAL HB EL VA

STEP 1

SITE MEASURE AND CO-ORDINATION TO BE CONDUCTED BY THE CONTRACTOR.REMOVE ALL OBSTRUCTIONS TO THE FRAME SUCH AS SIGNAGE, BALUSTRADES,VERANDAH ROOFS AND ITEMS NOT APART OF FINAL PERMANENT DESIGN.SHOP DRAWINGS TO BE PREPARED BY CONTRACTOR AND FORWARDED TO CREOCONSULTANTS FOR REVIEW.

EXISTING FACADEEXISTING FACADE

STEP 2

FRAMES TO BE FABRICATED, ERECTED AND INSTALLED BY THE CONTRACTOR ASPER CREO CONSULTANTS STRUCTURAL DRAWINGS AND APPROVED SHOPDRAWINGS.

EXISTING FACADE EXISTING FACADE

STEP 3

MECHANICALLY FIX WALL TIES INTO EXISTING FACADE AS PER STRUCTURALDETAILS. THIS CONNECTION ENABLES THE EXISTING FACADE WALL TO BERESTRAINED AND LATERALLY SUPPORTED BY THE STEEL FRAME.

STEP 4

CONNECT CONCRETE BLOCK COUNTERWEIGHTS TO THE FRAME COLUMNS TOANCHOR THE FRAMES AGAINST UPLIFT FROM WIND LOADING. THIS KEEPS THESTEEL FRAMES SECURE AND STABILISED.

STEP 5

CONTRACTOR TO ERECT HOARDING OVER EXISTING FACADE AND BALUSTRADE TOGANTRY AS REQUIRED.

STEP 6

FRAME INSPECTION TO BE CONDUCTED BY CREO CONSULTANTS PRIOR TODEMOLITION WORKS.

STEP 7

DEMOLITION OF PARTS OF EXISTING BUILDING TO COMMENCE AS SPECIFIED ANDDETAILED BY THE ARCHITECTURAL DRAWINGS.

STEP 8

CONSTRUCTION OF THE NEW STRUCTURE TO COMMENCE.

EXISTING FACADE

EXISTING FACADE EXISTING FACADE

STEP 9

CONNECTIONS OF NEW STRUCTURE TO HERITAGE FACADE TO BE INSTALLED ASPER THE STRUCTURAL ENGINEER'S DESIGN AND DETAILS. THIS FORMS THEPERMANENT RESTRAINT AND STABILISATION SYSTEM FOR THE FACADE WALL.

STEP 10

WHEN CONSTRUCTION OF THE NEW BUILDING IS COMPLETED, REMOVAL OF THETEMPORARY STEEL SUPPORT FRAMES CAN BE UNDERTAKEN AS THE PERMANENTRESTRAINT FOR THE FACADE WALL SYSTEM IS COMPLETED AND BUILT, MEANINGTHE TEMPORARY STEEL FRAMES PROPPING THE EXISTING FACADE WALLS ARE NOLONGER REQUIRED.

CONSTRUCTION METHODOLOGY

SCALE NTS

BALUSTRADE

EXISTING FACADE EXISTING FACADE EXISTING FACADE

ISSUED FOR

PLANNING APPROVAL




PROJECT


SCALE AT A1

PROJECT ENGINEER

DRAWN

PROJECT MANAGER

DESIGNED

DATE FIRST ISSUE


200382

N/A H BYRNES E LIVADITIS

V AMATO V AMATO

BS02

CONSTRUCTION METHODOLOGY61 - 65 VICTORIA PARADE

COLLINGWOOD



CB2CB2CB2

750 1800

CB2

2600 2600

CB2 CB2

3200 1000

750

1000

750

C

B

1

C

B

1

C

B

1

CB

3

1200

1100

2500

1250

CB

3C

B3

CB

3

1600

1300

CB

3C

B3

C

1

C

1

C

1

C

1

C

1

C

1

C

1

C

1

C

1

C

1

C

1

GENERAL ARRANGEMENT PLAN - GROUND LEVEL

SCALE 1:50

C

1

C

1

C

1

C

1

C

1

C

1

C

1

C

1

C

1

C

1

C

1

C

1

C

1

C

1

C

1

C

1

C

1

C

S08D

S08

A

S07

B

S07

E

S08

F

S08

LEGEND

C

x STEEL COLUMN OVER

C

x

(

U

)

STEEL COLUMN UNDER

NOTE: REFER TO DRAWING 'S01'

FOR MEMBER SCHEDULE

C

1

EXISTING SIGN POST

SIDE ENTRY PIT

TRAP DOOR

SIDE ENTRY PIT EXISTING SIDE ENTRY PIT

GARDEN BED

EXISTING SIGN POSTTYPICAL

EXISTING GARDEN BEDTYPICAL

EXISTING SIDE ENTRY PITTYPICAL

TRAP DOOR EXISTING TRAP DOOR

GARDEN BED

GARDEN BED

TELSTRA

TELSTRA EXISTING TELSTRA PIT

TELS

TRA

TELS

TRA

TELS

TRA

TELS

TRA

EXISTING TRAP DOORTYPICAL

EXISTING TELSTA PITTYPICAL

BOUN

DARY

BOUNDARY

BOUN

DARY

BOUNDARY

EXISTING FACADE WALLTO BE PROPPED

BOUNDARY

ISSUED FOR

PLANNING APPROVAL




PROJECT


SCALE AT A1

PROJECT ENGINEER

DRAWN

PROJECT MANAGER

DESIGNED

DATE FIRST ISSUE


200382

1:50 H BYRNES E LIVADITIS

V AMATO V AMATO

BS03

GENERAL ARRANGEMENT PLAN

GROUND LEVEL

0 1000 2000 3000 4000 5000

SCALE: 1:50

61 - 65 VICTORIA PARADE

COLLINGWOOD



B1

WB1

WT1

B1

WB

2

WB

2

B1

WB

2

B1

WB

2

B1

WB

2

B1

WB

2

B1

WB1

B1 B1 B1 B1

B1

B1B1B1

WB1B1 WB1

WT1 WT1 WT1 WT1

S

1

WT1

C

2

S

1

WT1

C

2

FJ

1

B

R

1

W

T

1

B

1

W

B

1

B

1

W

B

1

B

1

W

B

2

B

1

W

B

2

F

J

1

C

2

S

1

WT

1

WT

1

WT

1

WT

1W

T1

B1

WB

1

B1

B1

B1

B1

WB

1

WB2

B1

WB2

B1

B1

B1

B1

WB2

B1

WB2

B1

B1

WB2

B1

WB2

B1

WB

1

B1

WB

1

WT

1

S2 (u)

S2 (u)

OR2

OR2

C

2

(

o

)

C

2

(

o

)

B

R

1

B

R

1

B

R

1

B

R

1

GENERAL ARRANGEMENT PLAN - LEVEL 1

SCALE 1:50

C

1

C

1

C

1

C

1

C

1

C

1

C

1

C

1

C

1

C

1

C

1

C

1

C

1

C

1

C

1

C

1

C

1

C

1

C

1

C

1

C

1

C

1

C

1

C

1

C

1

C

1

C

1

C

1

OR1

OR1

OR1

OR1

OR1

OR1

OR1OR1OR1OR1OR1OR1

B

R

1

B

R

1

B

R

1

B

R

1

B

R

1

FJ1

C

S08D

S08

A

S07

B

S07

E

S08

F

S08

LEGEND

C

x STEEL COLUMN OVER

C

x

(

U

)

STEEL COLUMN UNDER

STEEL BEAM OVER (ROOF BEAM)

BEAM/LINTEL UNDERRBx(U)

RBx

B

R

1

B

R

1


FOR MEMBER SCHEDULE

S2

S2

S

2

BOUN

DARY

BOUNDARY

BOUNDARY


BOUNDARY

BOUN

DARY

OR

1

WT1

ISSUED FOR

PLANNING APPROVAL




PROJECT


SCALE AT A1

PROJECT ENGINEER

DRAWN

PROJECT MANAGER

DESIGNED

DATE FIRST ISSUE


200382


V AMATO V AMATO

BS04


LEVEL 1

0 1000 2000 3000 4000 5000

SCALE: 1:50


COLLINGWOOD



TB1

WB1

WT1

B1

S1

WB

2

B1

WB

2

B1

WB

2

B1

WB

2

B1

S1

B1

WB1

TB1 TB1 TB1 TB1

TB1

TB1TB1TB1

WB1TB1 WB1

WT1 WT1 WT1 WT1

S

1

WT1

C

2

S

1

WT1

C

2

W

T

1

T

B

1

W

B

1

T

B

1

W

B

1

B

1

W

B

2

B

1

W

B

2

C

2

S

1

WT

1

WT

1

WT

1

WT

1W

T1

TB

1

WB

1

TB

1T

B1

TB

1

TB

1W

B1

S1

B1

WB2

B1

TB

1T

B1

TB

1

WB2

B1

WB2

B1

TB

1

WB2

B1

S1

B1

WB

1

TB

1

WB

1

WT

1

OR2

OR2

C

2

C

2

B

R

1

B

R

1

B

R

1

B

R

1

B

R

1

OR1

OR1

OR1

OR1

OR1

OR1

OR1OR1OR1OR1OR1OR1


SCALE 1:50

C

1

C

1

C

1

C

1

C

1

C

1

C

1

C

1

C

1

C

1

C

1

C

1

C

1

C

1

C

1

C

1

C

1

C

1

C

1

C

1

C

1

C

1

C

1

C

1

C

1

C

1

C

1

C

1

B

R

1

B

R

1

B

R

1

B

R

1

B

R

1

C

S08D

S08

A

S07

B

S07

E

S08

F

S08

LEGEND

C

x STEEL COLUMN OVER

C

x

(

U

)

STEEL COLUMN UNDER



RBx

B

R

1

B

R

1


FOR MEMBER SCHEDULE

BOUN

DARY

BOUNDARY

BOUNDARY


BOUNDARY

BOUN

DARY

OR

1

WT1

ISSUED FOR

PLANNING APPROVAL




PROJECT


SCALE AT A1

PROJECT ENGINEER

DRAWN

PROJECT MANAGER

DESIGNED

DATE FIRST ISSUE


200382


V AMATO V AMATO

AS05


LEVEL 2

0 1000 2000 3000 4000 5000

SCALE: 1:50


COLLINGWOOD



S

1

WT

1W

T1

TB

1

WB

1

TB

1W

B1

S1

B1

B1

C

1C

1

OR1

C

1

C

1

C

1

C

1

C

1

C

1

C

1

C

1

C

1

C

1

C

1

C

1

C

1

C

1

WT1

B1

B1

B1

B1

WB

1

B1

S1

B1

TB1

TB1TB1TB1

WB1TB1 WB1

WT1 WT1 WT1 WT1

S

1

WT1

C

2

W

T

1

T

B

1

W

B

1

B

1

B

1

OR1

C

2

WT

1

WT

1

WT

1

WB1

TB

1T

B1

TB

1

B1

B1

B1

B1

TB

1

WB

1

OR2

OR2

C

2

C

2

WB1

TB1


SCALE 1:50

LEGEND

C

x STEEL COLUMN OVER

C

x

(

U

)

STEEL COLUMN UNDER



RBx

C

1

C

1

C

1

C

1

C

1

C

1

C

1

OR1

OR1

OR1

OR1

OR1OR1OR1OR1OR1OR1

C

1

C

1

C

1

C

1

C

1

C

S08D

S08

A

S07

B

S07

E

S08

F

S08


FOR MEMBER SCHEDULE


BOUN

DARY

BOUNDARY

BOUNDARY

BOUN

DARY

BOUNDARY

OR

1

WT1

WT

1

ISSUED FOR

PLANNING APPROVAL




PROJECT


SCALE AT A1

PROJECT ENGINEER

DRAWN

PROJECT MANAGER

DESIGNED

DATE FIRST ISSUE


200382


V AMATO V AMATO

AS06


LEVEL 3

0 1000 2000 3000 4000 5000

SCALE: 1:50


COLLINGWOOD



B

1

O

R

1

(

b

)

B

1

O

R

1

(

b

)

B

1

O

R

1

(

b

)

B

1

O

R

1

(

b

)

B

1

O

R

1

(

b

)

B

1

O

R

1

(

b

)

B1 WT1 (b) B1 WT1 (b) B1 WT1 (b) B1 WT1 (b) B1 WT1 (b)

WT1 WT1

S

2

S

2

W

B

1

W

B

1

W

B

1

W

B

1

WT1

C2

B

1

O

R

1

(

b

)

B

1

O

R

1

(

b

)

B

1

O

R

1

(

b

)

B

1

O

R

1

(

b

)

B

1

O

R

1

(

b

)

B

1

O

R

1

(

b

)

WT1 (b) WT1 (b) WT1 (b) WT1 (b) WT1 (b)

B

1

O

R

1

(

b

)

TB1 TB1 TB1 TB1 TB1

B

1

O

R

1

(

b

)

B

1

O

R

1

(

b

)

B

1

O

R

1

(

b

)

B

1

O

R

1

(

b

)

B

1

O

R

1

(

b

)

WT1 (b) WT1 (b) WT1 (b) WT1 (b) WT1 (b)

B

1

O

R

1

(

b

)

TB1 TB1 TB1 TB1 TB1

WT1

WT1

W

B

1

W

B

1

W

B

1

W

B

1

W

B

1

W

B

1

W

B

1

W

B

1

BADEN POWELL HOTEL

G

S09H

S09J

S09K

S09

A

S03SECTION

SCALE 1:50 S04 S05 S06

FJ1

C2

C1

C1

C1

C1

C1

C1


BADEN POWELL HOTEL

B

1

B1S1 S1

W

B

1

W

B

1

W

B

1

W

B

1

S1

B

1

B

1

TB1

WT1 (b)

B

1

TB1

S1

S1

W

B

1

W

B

1

W

B

1

W

B

1

W

B

1

W

B

1

B

S03SECTION

SCALE 1:50 S04 S05 S06

B

1

B

1

B

1

B

1

B

1

TB1TB1TB1TB1

B

1

B

1

B

1

B

1

B

1

B

1 B

1

B

1

B

1

B

1

B1 B1 B1 B1

FJ1

CB2CB2CB2CB2CB2CB2

G

S09H

S09J

S09K

S09

C1

C1

C1

C1

C1

C1


ISSUED FOR

PLANNING APPROVAL




PROJECT


SCALE AT A1

PROJECT ENGINEER

DRAWN

PROJECT MANAGER

DESIGNED

DATE FIRST ISSUE


200382


V AMATO V AMATO

AS07

ELEVATIONS AND SECTIONS

SHEET 1

0 1000 2000 3000 4000 5000

SCALE: 1:50


COLLINGWOOD



BADEN POWELL HOTEL

B1

B1

W

B

1

W

B

1

W

B

1

W

B

1

WT1

S

2

FJ1

B

1

W

B

1

W

B

1

W

B

1

W

B

1

W

B

1

WT1

B

1

WT1

W

B

1

O

R

1

(

b

)

B

1

O

R

1

(

b

)

B

1

O

R

1

(

b

)

B

1

O

R

1

(

b

)

B

1

O

R

2

(

b

)

B

1

O

R

2

(

b

)

B

1

O

R

1

(

b

)

B

1

O

R

1

(

b

)

B

1

O

R

1

(

b

)

B

1

O

R

1

(

b

)

B

1

O

R

2

(

b

)

B

1

O

R

2

(

b

)

WT1 (b)B1 WT1 (b)B1 WT1 (b)B1 WT1 (b)

WT1 (b)TB1 WT1 (b)TB1 WT1 (b)TB1 WT1 (b) TB1

W

B

1

W

B

1

C1

C1

C1

C1

C1

C1

C2

C

S03SECTION

SCALE 1:50 S04 S05 S06

L

S09M

S09N

S09P

S09Q

S09

B

1

O

R

2

(

b

)

B

1

O

R

2

(

b

)

B

1

O

R

1

(

b

)

B

1

O

R

1

(

b

)

B

1

O

R

1

(

b

)

B

1

O

R

1

(

b

)

B

1

O

R

1

(

b

)

TB1

TB1

WT1 (b)TB1

WT1 (b)TB1WT1 (b)TB1

TB1 WT1 (b)


BADEN POWELL HOTEL

B1B1B1B1B1

W

B

1

W

B

1

W

B

1

W

B

1

B

1

B

1

B

1

B

1

B

1

B

1

S1

FJ1

B

1

B

1

B

1

B

1

B

1

B

1

W

B

1

W

B

1

W

B

1

W

B

1

W

B

1

S1 TB1 TB1 TB1 TB1 TB1

B

1

B

1

B

1

B

1

B

1

B

1

B

1

S1 TB1

W

B

1

CB

3

CB

3

CB

3

CB

3

CB

3

CB

3

C1

C1

C1

C1

C1

C1

D

S03SECTION

SCALE 1:50 S04 S05 S06

L

S09M

S09N

S09P

S09Q

S09


E

S03SECTION

SCALE 1:50 S04 S05 S06

WT1(b)

W

B

1

W

B

1

TB1

WT1(b)

TB1

WT1(b)

B1

W

B

1

W

B

1

W

B

1

W

B

1

B

1

O

R

1

(

b

)

B

1

O

R

1

(

b

)

B

1

O

R

1

(

b

)

B

1

O

R

1

(

b

)

B

1

O

R

1

(

b

)

B

1

O

R

1

(

b

)

C1

C1

F

S03SECTION

SCALE 1:50 S04 S05 S06

TB1

B1

W

B

1

W

B

1

W

B

1

W

B

1

B

1

B

1

B

1

B

1

C1

C1

B

1

B

1

CB1CB1CB1

ISSUED FOR

PLANNING APPROVAL




PROJECT


SCALE AT A1

PROJECT ENGINEER

DRAWN

PROJECT MANAGER

DESIGNED

DATE FIRST ISSUE


200382


V AMATO V AMATO

AS08


SHEET 2

0 1000 2000 3000 4000 5000

SCALE: 1:50


COLLINGWOOD



8500

2100

9000

B

1

B

1

T

B

1

W

B

2

T

B

1

T

B

1

T

B

1

B1

S

1

B1

B1

S

1

W

B

2

OR1

OR1

OR1

W

T

1

W

T

1

W

T

1

L

S08

SECTION

SCALE 1:50

3200250 200

C1

C1

2100

B

1

B

1

T

B

1

T

B

1

B1

C

1

W

B

2

OR1

OR1

W

T

1

W

T

1

G

S07

SECTION

SCALE 1:50

2550250 200

W

T

1

T

B

1

OR1

C1

C1

W

B

2

B1

T

B

1

OR1

W

T

1B1

S

1

S

1

8500

2100

B

1

B

1

T

B

1

T

B

1

B1

C

1

W

B

2

OR1

OR1

W

T

1

W

T

1

H

S07

SECTION

SCALE 1:50

2550250 200

W

T

1

T

B

1

OR1

C1

C1

W

B

2

B1

W

B

2

W

B

2

8500

2100

B

1

B

1

T

B

1

T

B

1

B1

W

B

2

OR1

OR1

W

T

1

W

T

1

J

S07

SECTION

SCALE 1:50

2550250 200

W

T

1

T

B

1

OR1

C1

C1

W

B

2

B1

W

B

2

W

B

2

T

B

1

B1

W

B

1

W

B

1

8500

2100

B

1

B

1

T

B

1

T

B

1

B1

W

B

2

OR1

OR1

W

T

1

W

T

1

K

S07

SECTION

SCALE 1:50

2550250 200

W

T

1

T

B

1

OR1

C1

C1

W

B

2

B1

T

B

1

B1

S

1

S

1

2100

8500 90

00

2100

9000

B

1

B

1

T

B

1

W

B

2

T

B

1

T

B

1

T

B

1

B1

B1

B1

W

B

2

OR1

OR1

OR1

W

T

1

W

T

1

W

T

1

M

S08SECTION

SCALE 1:50

3200250 200

W

B

1

W

B

1

W

B

2

W

B

2

B

1

B

1

T

B

1

W

B

2

T

B

1

T

B

1

B1

B1

C

1

W

B

2

OR1

OR1

OR1

W

T

1

W

T

1

W

T

1

N

S08SECTION

SCALE 1:50

3200250 200

W

B

2

W

B

2

W

T

1

T

B

1

OR1

2100

B

1

B

1

T

B

1

W

B

2

T

B

1

T

B

1

B1

B1

C

1

W

B

2

W

T

1

W

T

1

P

S08SECTION

SCALE 1:50

3200250 5000

W

B

2

W

B

2

OR2

W

T

1

C1

C1

C1

C1

C1

C1

C2

C2

S

2

OR2

OR2

2100

B

1

B

1

T

B

1

W

B

2

T

B

1

T

B

1

B1

B1

C

1

W

B

2

W

T

1

W

T

1

Q

S08SECTION

SCALE 1:50

3200250 5000

OR2

W

T

1

C1

C1

C2

C2

S

2

OR2

OR2

S

1

ISSUED FOR

PLANNING APPROVAL




PROJECT


SCALE AT A1

PROJECT ENGINEER

DRAWN

PROJECT MANAGER

DESIGNED

DATE FIRST ISSUE


AS09


SHEET 3

200382


V AMATO V AMATO

0 1000 2000 3000 4000 5000

SCALE: 1:50


COLLINGWOOD



150

150

BEAM SIZECLEAT PLATE

BEAM CONNECTION SCHEDULE

75, 100 & 125 TFC 10 PLATE 6 CFW

BOLTS

2 M16 8.8/S

10 PLATE 6 CFW150, 180, 200,230 & 250 PFC 2 M20 8.8/S

300 & 380 PFC 10 PLATE 6 CFW 3 M20 8.8/S

150 UC 10 PLATE 6 CFW 2 M20 8.8/S

180 UB 10 PLATE 6 CFW 2 M20 8.8/S

200 UB & UC 10 PLATE 6 CFW 2 M20 8.8/S

250 UB & UC 10 PLATE 6 CFW 2 M20 8.8/S

310 UB & UC 10 PLATE 6 CFW 3 M20 8.8/S

TYPICAL STEEL WEB CLEAT CONNECTIONS

SCALE 1:10

BEAM OVER COLUMN

10 PL. STIFFENER B/S6 CFW A/R

REFER SCHEDULEFOR BEAM SIZE

10 CAP PLATE 6 CFW4-M20 8.8/S BOLTSTYPICAL.

REFER SCHEDULEFOR COLUMN SIZE

WBCOLUMN FLANGE CUTAWAY FOR CLARITY

90 x 90 x 10 EA FPBW TO COLUM AND12 END PLATE 6 CFW TO ANGLETYPICAL

TYPICAL 'WB1' BRACING DETAIL

SCALE 1:10

10 CLEAT PLATE, 6CFW2M20 8.8/S BOLTS

ROD BRACING

6 CFW TO EABOTH SIDES

6 CFW

SECTION 'X'

100

STEEL BEAMAS NOTED ON PLAN

TYPICAL 'BR1' ROD BRACING DETAIL

SCALE 1:10

75 x 75 x 6 EA

'X

''X

'

NOTE: LOAD RATED TURNBUCKLETO BE PROVIDED TO ROD BRACE

12 STIFFENER PLATEEACH SIDE, 6 CFW

250 UB 31 x 600 LONGSPREADER BASE BEAM

16 BASE PLATE 6 CFW4M20 8.8/S BOLTS

'C1' BASE DETAIL

(NEAR ROAD)

SCALE 1:10

C1

B1

10 CLEAT PLATE 6 CFW2M16 8.8/S BOLTSTYPICAL

W

B

2

W

B

2

'B1' TO 'WB2'

CONNECTION DETAIL

SCALE 1:10

C1

10 CLEAT PLATE 6 CFW2M16 8.8/S BOLTS

W

B

2

'C1' TO 'WB2'

CONNECTION DETAIL

SCALE 1:10

C1


'C1' TO 'B1'

CONNECTION DETAIL

SCALE 1:10


B1

B

1

C1


'C1' TO 'B1' CRANK

CONNECTION DETAIL

SCALE 1:10


B1

B

1

C

1

FSBW MITRE JOINT

C1

10 CLEAT PLATE 6 CFW10 GUSSET PLATE 6 CFW2M20 8.8/S BOLTS

'C1' TO 'C1' CRANK

CONNECTION DETAIL

SCALE 1:10

12 STIFFENER PLATE6 CFW

OR1

T

B

1

C

1

FSBW MITRE JOINT

16 END PLATE 6 CFW4M20 8.8/S BOLTS

W

T

1

FSBW 'OR1' TO 'C1


C1


'OR1' / 'TB1' TO 'C1'

CONNECTION DETAIL

SCALE 1:10

12 STIFFENER PLATE6 CFW

OR1

B1


W

T

1

FSBW 'OR1' TO 'C1




'C1' BASE DETAIL

(NEAR BUILDING)

SCALE 1:10

C1

250 UC 73 x 600 LONGSPREADER BASE BEAM

REFER 'C1' BASE DETAIL

'C1' BASE TO 'S2'

STRUT DETAIL

SCALE 1:10

C1

10 END PLATE 6 CFW4M20 8.8/S BOLTS

S

2

'C1' TO CONCRETE

BLOCK DETAIL

SCALE 1:10

C1

10 CLEAT PLATE 6 CFW2M16 RAMSET TRU BOLT XTREMMECHANICAL ANCHORS130mm EMBEDMENT

T

B

1

ISSUED FOR

PLANNING APPROVAL




PROJECT


SCALE AT A1

PROJECT ENGINEER

DRAWN

PROJECT MANAGER

DESIGNED

DATE FIRST ISSUE


AS10

DETAILS SHEET 1

200382


V AMATO V AMATO

0 200 400 600 800 1000

SCALE: 1:10


COLLINGWOOD



'WT1' TO EXISTING FACADE

CONNECTION DETAIL

SCALE 1:10

W

T

1

10 CLEAT PLATE 6 CFW AT 600 CRS1M16 RAMSET TRU BOLT XTREMMECHANICAL ANCHORS130mm EMBEDMENT

EXISTING BLUESTONE FACADE

B

1


FJ1

33mm THICK PLYWOODFLOORING GRADE F17

'FJ1' TO 'B1'

CONNECTION DETAIL

SCALE 1:10

C1

'S1' TO 'C1'

CONNECTION DETAIL

SCALE 1:10

12 CLEAT PLATE FULL DEPTH 6 CFW2M16 8.8/S BOLTS

B1


S

1


A

-

12 CLEAT PLATE FULL DEPTH 6 CFW2M16 8.8/S BOLTS16 CLEAT PLATE 6 CFW

2M20 8.8/S BOLTS

B1

C

1

A

-SECTION

SCALE 1:10

C1

'OR2' TO 'C1'

CONNECTION DETAIL

SCALE 1:10

B1


OR2

16 CLEAT PLATE 6 CFW2M20 8.8/S BOLTS C

2

'OR2' TO 'C2'

CONNECTION DETAIL

SCALE 1:10

OR2



C2

'WT1' TO 'OR2'

CONNECTION DETAIL

SCALE 1:10

W

T

1


OR2

S

2

C2

C2


10 CAP PLATE 6 CFW2M20 8.8/S BOLTS

WT1

WT1

WT1

'WT1' TO 'S2'

CONNECTION DETAIL

SCALE 1:10

B

-

C2

C2

S2

S1

S1

S1

W

T

1

W

T

1

W

T

1

B

-SECTION

SCALE 1:10

10 CLEAT PLATE 6 CFW2M20 8.8/S BOLTSTYPICAL


10 CAP PLATE 6 CFW2M20 8.8/S BOLTS

S

1

B

1

S

1



ISSUED FOR

PLANNING APPROVAL




PROJECT


SCALE AT A1

PROJECT ENGINEER

DRAWN

PROJECT MANAGER

DESIGNED

DATE FIRST ISSUE


BS11

DETAILS SHEET 1

200382


V AMATO V AMATO 22/10/2020

A 22/10/2020 PRELIMINARY ISSUE HB EL VA

0 200 400 600 800 1000

SCALE: 1:10


COLLINGWOOD

COLLINGWOOD, VICTORIA 3066

B 04/11/2020 ISSUED FOR PLANNING APPROVAL HB EL VA

drawing index: standard notes

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