S.03 S.03 RB2 S - archive.abp.unimelb.edu.auarchive.abp.unimelb.edu.au/objects/pdfs/Pre-construction/Joseph... · rb1 rb2 rb1 rb3 rb4 rb1 rb2 rb1 rb3 rb4 rb1 rb2 rb1 rb6 rb6 rb6 rb6

01 02

C

D

E

F

G

RB4

RB4

RB4RB4

RB2

RB2

RB4

RB2

RB3

RB2

RB3

RB2

RC1

RC1

RB2

RB3

FC1

FC1

RB5

RB5

RC1

RC1

RC1

RC1

RC1

RC1

RC1

RC1

RC1

FC1

FC1

FC1

RB5

FC1

END COLUMN TO BE CONCRETE ENCASEDAND SUPPORT FUTURE FLOOR SLABS

RB4

RB4

RB4

RB1RB1

RB2

RB2

RB2

RB4RB4

EXISTING HERITAGEFACADE

S.03S701


S.01S701

S.02S701

RC1

01 02

C

D

E

F

G

TPF1

TPF1

TPF1

TPF1

TPF1

TPF1

TPF2

TPF2

TPF2

TPF2

TPF2

TPF2

RC1

FC1

FC1

FC1

FC1

FC1

FC1

S.03S701


S.01S701

S.02S701

EQ.

EQ.

RC1

RC1

RC1RC1

RC1

RC1

RC1

RC1

RC1

01

LEVEL 02

LEVEL 03

LEVEL 04

LEVEL 01

TPF1 TPF2

RB5

FB1

FB1

FB1

RB5RB2

RB2

RB1RB1

RB1RB1

RB2

RB2 RB1

RB2

RB2

RB1

FC1

4B64B5

INISTU NEW JERSEY BARRIERSTO ACT AS KENTLEDGE TO FRAME(MIN 10m³ CONCRETE PER SUPPORT)

ALLOW FOR STEEL COLUMN TOBE CAST INTO FUTURE NEWFOUNDATIONS

COLUMN CONNECTED TOLEVEL 4 ROOF TERRACESTRUCTURE IN FUTURE

EXISTING FACADE

RC1

RC1

RC1

RC1

CONTRACTOR TO LOCATE BASEOF EXISTING FOOTING.

3 TILTMETERS(AUTOMATED)

3 SURVEY POINTS(3D)

2S703

APPROX.2500

R.L 48.53

R.L 46.05

R.L 51.54

R.L 54.66

4B4

GROUND

LEVEL 02

C D E F

LEVEL 03

LEVEL 04

LEVEL 01

RB2RB2

RB2RB2

RB2RB2

RB2RB2

RB2RB2

RB2RB2

RB4RB4

TPF1 TPF1 TPF1 TPF1 TPF1 TPF1

RB2

RB2

RB6

RB6

RB6

RB1RB1

RB1RB1

RB1RB1

RC1

RC1

RC1

RC1

RC1

RC1

RB1

RB1

RB2RB2

RB1

RB1

RB2 RB3RB3

RC1

RC1

RC1

RC1

RC1

RC1

RB4RB4

RB1RB1

RB1RB1

RB1RB1

RB2RB2 RB2 RB3RB3

RB6

RB6

RB6

RB6

RB6

RB6

RB6

CDEF

RB1RB1

RB1RB1

RB1

RB1RB1

RB1RB1

RB1

RB1

RB1

FC1

FC1

FC1

FC1

FC1

FB1FB1FB1FB1 FB1 FB1FB1FB1

FB1FB1

FB1FB1

FB1FB1FB1FB1

FB1FB1FB1

FB1 FB1 FB1

RB5 RB5 RB5RB5 RB5

RB5 RB5 RB5RB5 RB5

4B4 4B4 4B4 4B4 4B4 4B4 4B84B8 4B6

FC1 COLUMNS TO BE FULL HEIGHT CONTINUOUS STEEL MEMBERS.INSTALLTION THROUGH POCKETS CUT IN EXISTING STRUCTUREPRIOR TO FULL DEMOLITION. PROPPING WILL BE REQUIRED TOEXISTING BEAMS TO CREATE POCKETS. ALTERNATIVELY 2 No.360UB56 BATTENED COLUMNS COULD BE USED EITHER SIDE OFEXISTING BEAM

FB1 BEAMS CRANKED AROUND CORNERREFER PLAN

FB1FB1

FB1

01 02

C

D

E

F

G

RB2

RB2

RC1

RC1

FC1

FC1

RC1

RC1

RC1

RC1

RC1

RC1

RC1

RC1

FC1

FC1

FC1

FC1

RB2

RB2

FB1

FB1

FB1

FB1

FB1

FB1

FB1

FB1

RB2

RB2S.03S701


S.01S701

S.02S701

RB1

RB1

RB1

RB1

RB1

RB1

RC1RC1

01 02

C

D

E

F

G

4B5

4B5

4B5

4B5

4B5

4B5

UNDERFC1

UNDERFC1

UNDERFC1

UNDERFC1

4B4

4B4

4B4

4B4

4B4

4B6

4B4

4B5

4B5

4B5 4B

5

4B5

4B5

4B5

4B5

4B5

4B5

4C1

4C1

4B8

4B8

S.03S701

S.04S703

S.01S701

S.02S701

UNDER3C

1

UNDERFC1

NOTE:FACADE RETENTION PLANS SHOWSTRUCTURE TO COMPLETED NEWBUILDING BEHIND.

NOTE:BUILDER TO CONFIRM ALL LEVELSON SITE PRIOR TO ANY STEELWORKFABRICATION

82 Smith Street Darwin 0800t +61 8 8980 5900 f +61 8 8981 4010

[email protected] ABN 89 050 214 894

WORK IN PROGRESS

PRELIMINARYNOT TO BE USED FOR CONSTRUCTION

0 2000 100004000 6000 8000

Scales at A0

Date

Drawing Title

Sheet No.Job No.

Drawn Checked

Rev.

ApprovedClient

Project

A0

DescriptionRev. DateBy DescriptionRev. DateBy DescriptionRev. DateBy

SCALE INDICATED FOR REFERENCE ONLY. DO NOT SCALE DRAWING.

FACULTY OF ARCHITECTUREBUILDING AND PLANNING

UNIVERSITY OF MELBOURNEPARKVILLE CAMPUS

09ME0504 2As indicated

15/06/2012 3:55:00 PM

HERITAGE FACADE RETENTION DETAILS -SHEET 1

S701

B.P D.I04/16/12 B.R

DISCLAIMER:-

COPYRIGHT OF THIS DRAWING IS VESTED IN IRWINCONSULT PTY LTD AND THIS DRAWING/FILE IS NOT TO BE REPRODUCED OR COPIEDIN WHOLE OR IN PART, IN ANY FORM, WITHOUT THE PRIOR WRITTEN APPROVAL OF IRWINCONSULT PTY LTD.

THE RECIPIENT IS RESPONSIBLE FOR ENSURING THAT THEY REVIEW THE STATUS OF THIS DRAWING, AND ARE IN RECEIPT OF THECURRENT REVISION PRIOR TO USE.

EXCEPT WHERE FIGURED DIMENSIONS HAVE BEEN PROVIDED, IRWINCONSULT IS NOT RESPONSIBLE FOR DIMENSIONING AND SETTINGOUT. THIS DRAWING HAS NOT BEEN PRODUCED TO A LEVEL OF DIMENSIONAL ACCURACY SUITABLE FOR FABRICATION. THECONTRACTOR IS RESPONSIBLE FOR PRODUCTION OF FABRICATION / SHOP DRAWINGS WHERE THESE ARE REQUIRED.

THIS DRAWING HAS BEEN PRODUCED FOR THE NAMED CLIENT FOR USE ON THIS PROJECT ONLY AND IS NOT TO BE USED FOR ANYOTHER PURPOSE.Rev Description By Date

1 PRELIMINARY ISSUE BP 04.06.122 50% C.D ISSUE BP 15.06.12

SCALE:3D ISOMETRIC

SCALE: 1 : 100FACADE RETENTION PLAN - RL 46.050

SCALE: 1 : 100FACADE RETENTION - GROUND FLOOR

TEMPORARY FACADE RETENTION STEELWORK SCHEDULEMARK SIZE REMARKS

RB1RB2RB3RB4 150PFC TEMPORARY STEEL BEAMRB5 200UC46 TEMPORARY STEEL BEAMRB6 150x150x12 EA TEMPORARY STEEL BEAM

TEMPORARY FACADE RETENTION STEEL COLUMN SCHEDULEMARK SIZE REMARKS

RC1 200UC46 TEMPORARY RETENTION STEEL COLUMN

PERMANENT FACADE RETENTION STEELWORK SCHEDULEMARK SIZE REMARKS

FB1 250x250x6.0 SHS PERMANENT FLOOR BEAM

PERMANENT FACADE STEEL COLUMN SCHEDULEMARK SIZE REMARKS

FC1 460UB82 STEEL COLUMN

TEMPORARY FACADE RETENTION PAD FOOTING SCHEDULEMARK DIMENSIONS REMARKS

TPF1 1250x1250x1200D TEMPORARY PAD FOOTINGTPF2 900x900x1200D TEMPORARY PAD FOOTING

SECTIONSCALE - 1 : 50

S.03SECTIONSCALE - 1 : 100

S.01

FRONT ELEVATION

SECTIONSCALE - 1 : 100

S.02

REAR ELEVATION

(FACADE RETENTION PLAN - RL 54.660 SIMILAR)SCALE: 1 : 100FACADE RETENTION PLAN - RL 48.530

SCALE: 1 : 100FACADE RETENTION PLAN - LEVEL 4

(FACADE RETENTION PLAN - RL 51.540 SIMILAR)

mailto:[email protected]

1

1

EXISITNG J.RFACADE

EXISTING GROUND FLOOR

EXISTING LEVEL 1

EXISTING LEVEL 2

EXISTING LEVEL 3

3

..

..

3

4

5

EXISITNG J.RFACADE

6

7

8

EXISITNG J.RFACADE

9

10DEMOLISH EXISTING STRUCTURE

EXISITNG J.RFACADE

11

EXISITNG J.RFACADE

LEVEL 1

LEVEL 2

LEVEL 3

LEVEL 4

2

EXISITNG J.RFACADE

ASSUMED SEQUENCE FOR SUPPORT OF EXISTING J.R. FACADE1. REMOVE WINDOWS & DOORS AND STORE APPROPRIATELY. DECOMMISSION LIFT OF

EXISTING FACADE.2. CAST FOOTINGS FOR EXTERNAL TEMPORARY STEEL FRAME. COORDINATE WITH SERVICES

DIVERSIONS IN FRONT OF JR FAÇADE.3. PROP INTERNAL CONCRETE BEAMS SPANNING ONTO FAÇADE. BREAK OUT LOCAL POCKETS IN

FLOORS WHERE PERMANENT STEEL COLUMNS ARE TO BE INSTALLED.4. INSTALL NEW STEEL COLUMNS (DROPPED IN FROM THE ROOF) AND FIX BACK TO THE EXISTING

JR FACADE AS PER DETAILS.5. INSTALL HORIZONTAL STEEL ELEMENTS AND FIX BACK TO THE EXISTING JR FACADE AS PER DETAILS.6. CONSTRUCT EXTERNAL HOARDING FRAME.7. INSTALL KENTLEDGE BARRIERS TO FRONT OF RETENTION STEELWORK.8. INSTALL TEMPORARY HORIZONTAL RB5’S AND CONNECT TO PERMANENT STEEL COLUMNS FIXED TO

EXISTING JR FACADE.9. EXISTING SLABS TO BE CAREFULLY SAW-CUT WHERE THEY ARE SUPPORTED ON THE JR FAÇADE.10. BALANCE OF DEMOLITION CAN OCCUR.11. ONCE THE LEVEL 4 STEEL IS COMPLETE, THE LEVEL 4 SLAB IS POURED AND THE MAIN STRUCTURE IS

SUITABLY BRACED AND CONNECTED TO THE STEELWORK TO THE REAR OF THE JR FAÇADE THE TEMPORARYSTEEL CAN BE REMOVED.

DESIGN RESPONSIBILITY1. THESE DRAWINGS INDICATE DESIGN INTENT FOR THE TEMPORARY WORKSTO RESTRAIN THE JOSEPH REED FAÇADE. THE CONTRACTOR IS RESPONSIBLEFOR THE DETAILED DESIGN OF THE TEMPORARY WORKS AND IS TO SUBMITDETAILED DRAWINGS AND COMPUTATIONS FOR CHECKING.

2. THE ELEMENTS IDENTIFIED AS PERMANENT ON THESE DRAWINGS ARE THEDESIGN RESPONSIBILITY OF IRWINCONSULT IN THE PERMANENT CONDITION.THE CONTRACTOR IS TO ENSURE THAT THESE ELEMENTS ARE CHECKED FORTHE FORCES APPLIED IN THE TEMPORARY CONDITION, OR SUPPLY THESEFORCES TO IRWINCONSULT FOR CHECKING.

3. THE EXISTING CONDITIONS SHOWN ON THESE DRAWINGS ARE BASED ONBEST AVAILABLE INFORMATION. THE CONTRACTOR MUST VERIFY THISINFORMATION BY SITE SURVEY WITH PARTICULAR ATTENTION TO:3.1. EXISTING FOUNDATIONS – THE DEPTH OF THE EXISTING FOUNDATIONS ISNOT KNOWN. THE CONTRACTOR IS TO EXCAVATE A TRIAL PIT TO VERIFY THEDEPTH PRIOR TO COMMENCING DETAILED DESIGN.3.2. WALL PLUMB – THE CONTRACTOR IS TO VERIFY BY SURVEY THEPLUMBNESS / VERTICALITY OF THE EXISTING WALL PRIOR TO COMMENCINGDETAILED DESIGN WORK.3.3. EXISTING WALL STRUCTURE – THE INTERNAL MAKE UP OF THE WALL ISCURRENTLY UNKNOWN. WHILE THE FRONT COMPRISES 19TH CENTURYSTONEWORK, AND THE REAR COMPRISES 1930S BRICKWORK, THE INTERIOR ISNOT KNOWN. THE CONTRACTOR IS TO OPEN AN EXPLORATORY HOLE IN THEREAR OF THE WALL TO VERIFY THE INTERNAL MAKE-UP OF THE WALL, AND THECONDITION OF ANY TIES FOUND THEREIN.

1. A SYSTEM IS TO BE ESTABLISHED TO ENSURE THAT THE POSITION ANDPLUMB OF THE FAÇADE CAN BE MONITORED THROUGHOUT THE DEMOLITIONAND CONSTRUCTION.

2. DURATION OF MONITORING:THE MONITORING SYSTEM IS TO BE INSTALLED AND FUNCTIONAL AT LEAST 2WEEKS BEFORE COMMENCEMENT OF DEMOLITION. TWO WEEKS WORTH OFBASELINE READINGS ARE TO BE TAKEN TO ACT AS THE BASIS FOR FUTURECOMPARISON. MONITORING IS TO CONTINUE THROUGHOUT THE DEMOLITIONAND CONSTRUCTION PERIODS UNTIL THE PERMANENT SUPPORT TO THEFAÇADE HAS BEEN ESTABLISHED AND THE TEMPORARY SUPPORTREMOVED.

3. MONITORING FREQUENCY:THE INTERVALS BETWEEN MONITORING ARE TO REMAIN UNCHANGED FORTHE TIME BETWEEN COMMENCEMENT OF DEMOLITION TO THE COMPLETIONOF BASEMENT AND GROUND FLOOR SLAB. THE MONITORING INTERVALS CANTHEN BE RELAXED FOR THE BALANCE OF THE MONITORING PERIOD.

4. MONITORING PLAN:THE CONTRACTOR IS TO SUBMIT A PLAN FOR MONITORING THAT INCLUDES:4.1.PHYSICAL SURVEY OF FIXED TARGETS, INCLUDING THE PROPOSEDPOSITIONS OF FIXED SURVEY TARGETS AND FIXED POSITIONS FROM WHICHTHESE CAN BE CLEARLY SIGHTED AT ALL STAGES DURING CONSTRUCTION.THE PROPOSED INTERVAL OF SURVEY OF THE FIXED POINTS IS TO BEOUTLINED.4.2.AUTOMATED MONITORING OF THE PLUM / VERTICALITY OF THE WALLUSING TILTMETERS OR SIMILAR LINKED TO A LOGGING / RECORDING SYSTEMTHAT WILL RAISE AN ALARM SHOULD THE WALL MOVE BEYOND THEALLOWABLE MOVEMENTS OUTLINED BELOW.

5. HANDOVER ON COMPLETION:THE CONTRACTOR IS TO INCLUDE PROVSION FOR THE SURVEY ANDMONITORING SYSTEM TO BE TAKEN OVER BY THE MAIN CONTRACTOR ONCOMPLETION OF THE ENABLING WORKS CONTRACT.

SURVEY AND MONITORING

1. THE ULTIMATE MAXIMUM ALLOWABLE OUT-OF-PLUMB OF THE WALLIS TO BE CALCULATED AS BEING THE OUT-OF-PLUMB AT WHICH THEHORIZONTAL LOAD IS GREATER THAN THE MAXIMUM DESIGN LOADCALCULATED IN ACCORDANCE WITH THE DESIGN CRITERIA BELOW.

2. THE MONITORING PLAN IS TO ADOPT A LIMIT OF 80% OF THEABOVE OUT-OF-PLUMB. THE REULTS OF THE SURVEY ANDTILTMETERS ARE TO BE COMPARED WITH THIS LIMIT AND THEFOLLOWING ACTIONS TAKEN:GREEN – MOVEMENT OF UP TO 50% OF THE CALCULATED LIMIT –· NO ACTION REQUIRED.AMBER – MOVEMENT BETWEEN 50% AND 75% OF THE CALCULATEDLIMIT –· INFORM PROJECT SUPERVISOR, ARCHITECT AND STRUCTURALENGINEER.· INVESTIGATE CAUSE OF MOVEMENT.· PREPARE PLAN FOR REMEDIAL ACTION TO BE TAKEN IFMOVEMENT EXCEEDS RED LIMIT.RED – MOVEMENT OF 75% OF THE LIMIT –· STOP ALL WORK DESTABILISING WALL.· IMPLEMENT REMEDIAL ACTION PLAN.· INFORM PROJECT SUPERVISOR, ARCHITECT, AND STRUCTURALENGINEER.

ALLOWABLE MOVEMENTS

1. LOADSTHE TEMPORARY RETENTION IS TO BE DESIGNED FOR THE GREATER OF:· THE HORIZONTAL LOADS RESULTING FROM THE EXISTING OUT-OF-PLUMB,PLUS· THE EXISTING OUT-OF-BALANCE MOMENT RESULTING FROM THEDISTRIBUTION OF MASS OF THE WALL PLUS· WIND AND EARTHQUAKE LOADS AS DEFINED BY THE RELEVENT PARTS OFAS1170 OR· 1.5% OF THE VERTICAL DEAD LOAD AT EACH LEVEL TAKEN AS ACTINGHORIZONTALLY.

THE WINDOWS WILL BE REMOVED DURING CONSTRUCTION, HOWEVER, THEDESIGN IS TO ASSUME A SOLID FAÇADE AND NOT REDUCE WIND LOADS TOACCOUNT FOR THE REDUCED AREA WITHOUT WINDOWS.THE EARTHQUAKE LOADS SHOULD ASSUME THE MASS OF TWO WORKINGPLATFORMS FOR THE STONE MASON LOCATED AT RLS 54.66 AND 46.05 APPROX.

1. DEFLECTIONS:1.1.THE COMBINATION OF OUT-OF-PLUMB PLUS MAXIMUM DEFLECTION IS NEVERTO RESULT IN A SCENARIO WHERE THE RESULTING HORIZONTAL LOAD EXCEEDSTHE DESIGN HORIZONTAL LOAD AS OUTLINED ABOVE.1.2.THE DEFLECTION IS NEVER TO EXCEED HEIGHT/250.

2. THE SUBMITTED COMPUTATIONS ARE TO INCLUDE A CLEAR RESPONSE TOTHE ABOVE CRITERIA, TAKING INTO ACCOUNT THE RESULTS OF THE PLUMBNESS/ VERTICALITY SURVEY.

DESIGN CRITERIA



WORK IN PROGRESS


0 2000 100004000 6000 8000

Scales at A0

Date

Drawing Title

Sheet No.Job No.

Drawn Checked

Rev.

ApprovedClient

Project

A0





09ME0504 2As indicated

15/06/2012 3:55:02 PM


S702

B.P D.I04/16/12 B.R

DISCLAIMER:-






SCALE: 1 : 100ENABLING WORKS - STAGE 1



SCALE: 1 : 100COMPLETION OF ENABLING WORKS

SCALE: 1 : 100FINAL CONDITION

CONSTRUCTION PROCEDURE FOR SUPPORT OF EXISTINGJ.R FACADE DURING ENABLING WORKS



4B6

4B4 BEYOND

FC1

BUILD UP SCREED/FINISHES,FALLS & TANKING TO ARCH'SDETAILS

20 CAP PL.6CFW4M20 BOLTS

10 STIFFENER PL.6CFW

10 THK. PLATEWITH 50mm VERTICAL SLOTTED HOLES6CFW TO FC116Ø THREADED RODDRILL & EPOXY INTO JR FACADE BRICKWORKWITH CHEMSET INJECTION 101(OR APPROVED EQUIVALENT)IN STRICT ACCORDANCE WITH MANUF. SPEC.300 MIN. EDGE DISTANCETYPICAL TO FC1 AT 1200 CTS.

ALL STEELWORK TO FIT AGAINST BACK OFJR FACADE. CHASE INTO RENDER. (TYP.)

FOOTING OF JR FACADECONTRACTOR TO CONFIRMDEPTH OF FOOTINGS

FC1 TO EXTEND INTO NEW CONC. FOOTINGWELD 150x10 EA TO EACH FACE OF FC1AND CAST IN CONCRETE POUR

10 CLEAT PL.6CFW2M20 BOLTS

10 THK. PLATEWITH 50mm VERTICAL SLOTTED HOLES6CFW TO FC116Ø THREADED RODDRILL & EPOXY INTO JR FACADE BRICKWORKWITH CHEMSET INJECTION 101(OR APPROVED EQUIVALENT)IN STRICT ACCORDANCE WITH MANUF. SPEC.300 MIN. EDGE DISTANCETYPICAL TO FB1 AT 1200 CTS.

JR FACADE

300200 MIN.

250

4B4

4B6 10 STIFFENER PL.6CFW

20 PL.6CFW4M20 BOLTS

10 STIFFENER PL.EACH FACE6CFW



WORK IN PROGRESS


0 2000 100004000 6000 8000

Scales at A0

Date

Drawing Title

Sheet No.Job No.

Drawn Checked

Rev.

ApprovedClient

Project

A0





09ME0504 2 1 : 10

15/06/2012 3:55:03 PM


S703

B.P D.I05/29/12 B.R

DISCLAIMER:-






DETAILSCALE 1 : 10 S701

S.03A

SECTIONSCALE S402 1 : 10

S.04


Documents

S.03 S.03 RB2 S - archive.abp.unimelb.edu.auarchive.abp.unimelb.edu.au/objects/pdfs/Pre-construction/Joseph... · rb1 rb2 rb1 rb3 rb4 rb1 rb2 rb1 rb3 rb4 rb1 rb2 rb1 rb6 rb6 rb6 rb6