concrete scanning report · 156 onslow road, shenton park wa 6008 tel: (08) 938 82810...

Whilst every effort is taken to accurately record and interpret the images located by the Ground Penetrating Radar, United Scanning Services cannot be held responsible

for inaccurate or false interpretation of data, images or reports relating to target service locations. Design and structural interpretations or opinions expressed by the

company or its technicians must be verified by a suitably qualified professional engineer.

P: 08 9294 1832

F: 08 9294 1832

E: [email protected]

W: unitedscanning.com.au

P: PO Box 3029, Midland WA 6056

A: Level 8, 251 Adelaide Tce, Perth 6000

ABN: 89 262 952 771

Concrete Scanning Report

Naomi

Cross-Out

JOB DOCKET

Date: ................................. Purchase Order No: ...............................................................

Site Contact ...........................................................................

Telephone No: ......................................................... Email ......................................................................................

Site Location: .....................................................................................................................................................................

Scan Type:

Scan Report Required? .............................................. Photo’s Required? .........................................................

Pre-site Safety Checklist

On arrival at the site, tick the correct answer where relevant to the job. If the answer is NO the situation is unsafe.

Alert the office.

YES NO YES NO

INDUCTION REQUIRED VENTILATION ADEQUATE

FIRST AID LOCATED/ACCESSIBLE SCAFFOLDING ERECTED

SAFETY EQUIPMENT FUNCTIONAL FALL PROTECTION IN PLACE

ELECTRIC LEADS OPERATIONAL EQUIPMENT

In good condition and safe In good working order

Correctly Tagged Components operational / safe

PROTECTIVE CLOTHING HAZARDOUS SUBSTANCES

Suitable Identified

Fit for duty LIGHTING SUITABLE

Disclaimer: Whilst every effort is taken to give an accurate assessments of all articles detected beneath the concrete surface by radar operating personnel. United Scanning Services and its Affiliates do not take any responsibility if any article is detected incorrectly or not detected by the radar or radar operating personnel. By reading and signing this you understand that no responsibility will be accepted for any damage caused whatsoever.

USS Rep: ................................................................. Client Rep: .................................................................

Print Name: .............................................

United Scanning Services Pty Ltd

A: PO BOX 3029 Midland, WA 6056 P: (08) 9294 1832 M: 0433 724 921 F: (08) 9294 1832 E: [email protected] W: unitedscanning.com.au

DOCKET No.

Return to Site Required?

Company Name: ......................................................

Print Name: .............................

Naomi

Cross-Out

Naomi

Cross-Out

Whilst every effort is taken to accurately record and interpret the images located by the Ground Penetrating Radar, United Scanning Services cannot be held responsible

for inaccurate or false interpretation of data, images or reports relating to target service locations. Design and structural interpretations or opinions expressed by the

company or its technicians must be verified by a suitably qualified professional engineer.

P: 08 9294 1832

F: 08 9294 1832





ABN: 89 262 952 771

1. Scanning Results

To whom it may concern,

This document is to state that Ground Penetrating Radar Scanning was undertaken by UNITED SCANNING SERVICES

PTY LTD on the:

Scanning was undertaken in the following location:

Description of Works Completed:

If you require any more information, please let us know.

UP

VOID

VOID

11

GF H I JE

4

3

2

5

6

7

9

A

B

10

C

D

1

8

CC

1C

C1

CC

1

CC

1

CC

2

CC

1

CC

1

CC

1

CC

1

CC

1

CC

1

CC

1

CC

1

CC

1

CC

1

CC

1

CC

1

W1

W1

W1A

W1A

W1A

W1

RW1

RW1

W9

W1A

W9

W9

W9

W2

W2

W2

W2

W2W2

RW2

W2

RW2

W9

W9

CC

1

W2

W2

W9

W9

W1

W1

W1B-A

S12

B-B

S12

STAIR 4

STAIR 2

B-D

S12

B-C

S12BB-P

S14

BB-H

S13

BB-F

S13

BB-E

S13

BB-A

S13

BB-B

S13

BB-C

S13

BB-D

S13

BB-G

S13

W9W9

W10

W2

W2

W2

W1A

W10

300

MASS CONCRETE LIFT PIT BASE FROM RAFT TOLIFT PIT LEVEL.

ALTERNATIVELY, PROVIDE COMPACTED SAND FILLAND PROVIDE A 250 THICK SLAB WITH N12-200EACH WAY TOP AND BOTTOM TO REQUIRED LIFTPIT LEVEL. DRILL AND EPOXY N16-200 CENTRAL TOSLAB TO WALLS ALL AROUND. LOCALLY PROVIDESLAB FOLD FOR LIFT PIT SUMP.

22 N28-150

ADDITION AL

22 N28-150

AD DITIONAL

22 N

28-1

50

AD

DIT

ION

AL

22 N28-150

ADDITIONAL

REINFORCEMENTMAT 'A' TYPICAL.

MAT 'A

'

TYPICALLY PROVIDE A 200H x 120WCONCRETE CORBEL TO SUPPORTEXTERNAL LEAF OF BRICKWORK MINIMUM2 COURSES BELOW GROUND LEVEL

MAT 'A

'

MAT 'A

'

MAT 'A

'

MAT 'A

'

MAT 'A

'

MAT 'A

'

MAT 'A

'

MAT 'A

'

MAT 'A

'

MAT 'A

'

MAT 'A

'

MAT 'A

'

MAT 'A

'

MAT 'A

'

MAT 'A

'

MAT 'A'

MAT 'A'

RW2

W11A

W11A

SF1

SF1

W2

W2

W2

WJ

WJ

WJ

WJ

WJ

WJ

WJ

WJ

WJ

WJ

WJ

WJ

WJ

WJ

WJ

WJ

WJ

WJ

WJ

W11A

STAIR 7

WE1

WE2

WE3

WE4

WE5

WE7

WE6

WE8

WJ

WE21

WE22

WE23

ST2

ST

2

ST2

W11A

W11A

W11A

TRENCH DRAIN

BASEMENT RAFT NOTES

1. FOR GENERAL NOTES REFER TO DRAWING S01- S02

2. ADOPT TYPICAL DETAILS UNLESS NOTED OTHERWISE

3. REFER TO ARCHITECTURAL DETAILS FOR FALLS & LEVELS

4.

6. DENOTES WET AREA SETDOWN ARE REQUIRED

8. DENOTES SLAB STEP

9 . DENOTES DOWELED MOVEMENT JOINT

12.

-86

DJ

B.C.J.

10.

11 .

DENOTES BRICK CONTROL JOINT VERTICAL

THROUGH OUT

5. ALL CONCRETE JOINTS AND CONCRETE POUR JOINTSTO HAVE WATER STOPS AS INDICATED ON THEDRAWINGS AS WELL AS THE ARCHITECRUALDRAWINGS. ALL REARGUARD WATERSTOPS TO BEWELDED JOINTS AND SHOP DRAWINGS SUBMITTED TOTHE SUPERINTENDENT FOR APPROVAL.

C.J.

M.J.

DENOTES CONSTRUCTION JOINT. 10 DAY

DELAY BETWEEN ADJACENT POURS

DENOTES SLAB MOVEMENT JOINT. 20mm

COMPRESSIBLE FILLER BETWEEN

SLAB INDICATED AS SHADED

7. DENOTES EXTENT OF 50mm CURBING

PROVIDE MINIMUM THICKNESS RAFT OF 450mm. RAFTCONCRETE TO BE AN S40 MIX WITH XYPEX ADMIX C-1000ADDITIVE, INCLUDING ALL RAFT PUMP PITS, LIFT PITS ANDRETAINING WALLS. PROVIDE N20-175 EACH WAY TOP ANDBOTTOM THROUGHOUT RAFT SLAB AND PROVIDEADDITIONAL BARS AS INDICATED ON PLAN. LAP BARS 1000TYPICAL. PROVIDE 2 N20 X 2000 LONG BARS AT ALL RE-ENTRANT CORNERS.

CAST-IN SERVICES

LOCASLISED THICKENINGS TO BE PROVIDED FOR CAST-INSERVICES INTO RAFT. PROVIDE MINIMUM 150 CONCRETE BELOWSERVICE. CRANK AND LAP REINFORCEMENT AS REQUIRED.

NDRAWING No.

PHA No.

DESIGNED

REDUCTION

DATESCALE @ B1

APPROVED

DRAWN

CHECKED0 25

REV.

THIS IS A CAD DRAWING - DO NOT AMEND MANUALLY

NO DATE AMENDMENT CHECKED

8 COLIN GROVE WEST PERTH WA 6005t: (08) 9322 6033 f: (08) 9324 1691e: [email protected]

Mechanical Consultant

Quantity Surveyor

Electrical Consultant

Hydraulic Consultant

Structural and Civil

Environmental Consultant

BCA Compliance



Landscape Architect

Fire Consultant

BPA EngineeringGround Floor, 460 Roberts Road, Subiaco WA 6000Tel: (08) 93828008 Fax: (08) 93898374 [email protected]

Geoff Hesford EngineeringLevel 1/45 Market Street, Fremantle, WA 6160Mob. 0419 911 166/ 0410 976 571 [email protected]

ETC61 Loftus Street, Leederville WA 6006Tel: (08) 9328 5500 Fax: (08) 9328 5522 [email protected]

SEDGMAN CONSULTINGLevel 1, 202 Pier Street, Perth, WA 6000Tel: (08) 6255 0000 [email protected]

Gabriels Environmental DesignUNIT 3 2 Hardy Street, South Perth WA 6151Tel: (08) 9474 5966 Fax: (08) 9474 5977 [email protected]

ARUPLevel 7, Wellington Central, 836 Wellington Street, West Perth, WA 6005Tel: (08) 9328 5500 Fax: (08) 9328 5522 [email protected]

Ian Lush & AssociatesLevel 2, 2 GEORGE WIENCKE DRIVE, PERTH AIRPORT WA 6105Tel: (08) 9479 5170 Fax: (08) 94772259 [email protected]

Pullyblank Pty Ltd42 Solomon Stret, Fremantle, WA 6160Mob: 0413 056 836 [email protected]

COST PLANNING INTELLIGENCE8 Colin Grove, West Perth, WA 6005Mob: 0419 915 337 [email protected]

HeritageHOCKING HERITAGE STUDIO156 Onslow Road, Shenton Park WA 6008Tel: (08) 938 82810 [email protected]

ACEA

Civil And Structural Consultants

BPA Engineering

E-mail: [email protected]

460 Roberts Road Subiaco, Western Australia 6008

P.O. Box 1308 Subiaco,Facsimile: 61 8 9382 8006Telephone 61 8 9382 8008Western Australia 6008

BPA No. S01217 1As indicated

S10

JAV

BASEMENT FLOOR PLAN SHEET 1

LT

LT

S01217

FEB 2017

CONSTRUCTION

1 : 100


WALL SCHEDULE

TYPE DESCRIPTION

RW1 250 THICK CONCRETE RETAINING WALL


RW3 320 THICK DOUBLE BRICK CONCRETECAVITY RETAINING WALL


SW1 350 THICK BRICK SCREEN WALL

W1 250 THICK CONCRETE WALL

W1A 250 THICK CONCRETE WALL + 110THICK BRICK OUTER SKIN




W6A 100 HIGH x 92 WIDE CONCRETE BUND

W6B 200 HIGH x 200 WIDE CONCRETE BUND

W6C 150 HIGH x 150 WIDE CONCRETE BUND

W8 DOUBLE BRICK 320 CONC CAVITY

W9 190 THICK CORE FILLED BLOCK WALL

W10 90mm BLOCK WALL

W10A 190 THICK CORE FILLED BLOCK WALL +110 BRICK

W11A 230 DOUBLE BRICK

W11C 285 THICK DOUBLE BRICK WALL

W11E 285 BRICK VENEER

W11F 270 DOUBLE BRICK

W11G BRICK VENEER

W12A 110 THICK SINGLE LEAF BRICK

W12B 110 BRICK FIRE WALL

W12C 110 BRICK FIRE WALL


STRUCTURAL COLUMN SCHEDULE

TYPE DESCRIPTION

CC1 700x350 CONCRETE COLUMN

CC2 Ø500 CONCRETE COLUMN


CC4 350 x 600 CONCRETE COLUMN





SC1* 219.1x8.2 CHS (2HR FIRE RATED)

SC2 100x100x6 SHS

SC2* 100x100x6 SHS (2HR FIRE RATED)

SC3 89x89x6 SHS

SC4 150x150x5.0 SHS

SC5 150x100x4.0 RHS

SC6* 150x150x6.0 SHS (2HR FIRE RATED)

SC7 100x50x4.0 RHS

SC8 100x100x4.0 SHS TRUSS CONNECTOR

SC9 219.1 x 6.3 CHS

SC10 125x125x5.0 SHS

SC11 100x100x6.0 SHS

SC12 125x75x6.0 RHS

SC13 100x100x5.0 SHS

SC14 89x89x5.0 SHS

UA1 100x75x8 UA RWP BLOCKOUT ANGLEFIXED WITH M12 ANCHORS AT 300 C/C

FOOTING SCHEDULE

MARK DESCRIPTION REINFORCEMENT

PF1 2000 x 2000 x 400 DEEP N20 - 150 E.W. T&B

PF2 1200 x 1200 x 400 DEEPCONCRETE PAD FOOTING

N12 - 200 E.W. T&B

PF3 1400 x 1400 x 400CONCRETE PAD FOOTING

N16 - 200 E.W. T&B

SF1 500 WIDE x 443 DEEPSTRIP FOOTING

5L11TM BOTTOM


N12 - 300 E.W. T&B

ST1 500 WIDE x 172 DEEP SLABTHICKENING

5L11TM BOTTOM

ST2 2400W CONCRETE SLABTHICKENING

REFER DETAIL

1 08.01.17 ISSUED FOR CONSTRUCTION CJ

1

2

34

5

6

The blue lines show the block walls requested to be scanned to confirm that all cores had been filled.The numbers correspond with photos for each wall scanned, showing where voids were detected or not detected.

UP

VOID

VOID

17

15

13

14

16

11

12

GF H IE

9A B10 C D8

CC

1C

C1

CC

1

CC

1

CC

1

CC

1

CC

1

CC1

CC

1C

C1

CC

1

CC

1

W1A

W1A

W1A

W1A

W1

W1A

W1

W1

W9

W9

W9

W9

W2

W2

W2

W2

W9

W9

W1

W1

W9

W2W2

W1A

W9

W9

W9

W9

RW2

W9

CONCRETE ENCASED PUMPPACKAGE UNIT BY HYDRAULICCONSULTANTS

W2

W2

W9

W9

W1

W1

W1

W1B-A

S12

BB-N

S14

B-B

S12

STAIR 2

STAIR 5

B-D

S12

B-C

S12BB-P

S14

BB-L

S14

BB-H

S13

CC7

CC7

W1

SLAB LAID TO FALLS.MAINTAIN MIN 400mmSLAB THICKNESS

PLINTH SHOWN INDICATIVELY.REFER HYDRAULIC FOR PUMPLOCATION.

BB-F

S13

BB-J

S13

BB-K

S13

BB-G

S13

BB-M

S14

W11A

W9W9

W10

W2

W2

W2

W1A

W1A

W1A

W5 UNDER

W5 UNDER

W10

300

300

150

ET3

MASS CONCRETE LIFT PIT BASE FROM RAFT TOLIFT PIT LEVEL.

ALTERNATIVELY, PROVIDE COMPACTED SAND FILLAND PROVIDE A 250 THICK SLAB WITH N12-200EACH WAY TOP AND BOTTOM TO REQUIRED LIFTPIT LEVEL. DRILL AND EPOXY N16-200 CENTRAL TOSLAB TO WALLS ALL AROUND. LOCALLY PROVIDESLAB FOLD FOR LIFT PIT SUMP.

MAT 'A

'

450 THICK RAFT FOLDBETWEEN RAMP SLABAND MAIN RAFT

BB-R

S14

2S14

3S14

MAT 'A

'

MAT 'A

'

MAT 'A'

MAT 'A'

MAT 'A'

MAT 'A'

MAT 'A'

MAT 'A'

MAT 'A'

MAT 'A'

MAT 'A'

MAT 'A'

WJ

W2

W2

W2

WJ

WJ

WJ

WJ

WJ

WJ

WJ

WJ

WJ

WJ

WJ

WJ

WJ

WJ

WJ

WJ

W1

CC8

W11A

WE7

WE6

WE8

WE9

WE10

WE11

WE12

WE13

WE14

WE15

WE16

WE17

WE18

WE19

WE20

WE24

ST2

ST

2

ST

2

ST

2S

T2

TRENCH DRAIN

-100

RW2

RW2

RW2

W8 UNDER LANDING.W11A ABOVE LANDING.

CC

1

200 HIGH W6BUNDER W9

BASEMENT RAFT NOTES




4.

6. DENOTES WET AREA SETDOWN ARE REQUIRED



12.

-86

DJ

B.C.J.

10.

11 .


THROUGH OUT

5. ALL CONCRETE JOINTS AND CONCRETE POUR JOINTSTO HAVE WATER STOPS AS INDICATED ON THEDRAWINGS AS WELL AS THE ARCHITECRUALDRAWINGS. ALL REARGUARD WATERSTOPS TO BEWELDED JOINTS AND SHOP DRAWINGS SUBMITTED TOTHE SUPERINTENDENT FOR APPROVAL.

C.J.

M.J.






7. DENOTES EXTENT OF 50mm CURBING

PROVIDE MINIMUM THICKNESS RAFT OF 450mm. RAFTCONCRETE TO BE AN S40 MIX WITH XYPEX ADMIX C-1000ADDITIVE, INCLUDING ALL RAFT PUMP PITS, LIFT PITS ANDRETAINING WALLS. PROVIDE N20-175 EACH WAY TOP ANDBOTTOM THROUGHOUT RAFT SLAB AND PROVIDEADDITIONAL BARS AS INDICATED ON PLAN. LAP BARS 1000TYPICAL. PROVIDE 2 N20 X 2000 LONG BARS AT ALL RE-ENTRANT CORNERS.

CAST-IN SERVICES

LOCASLISED THICKENINGS TO BE PROVIDED FOR CAST-INSERVICES INTO RAFT. PROVIDE MINIMUM 150 CONCRETE BELOWSERVICE. CRANK AND LAP REINFORCEMENT AS REQUIRED.

NDRAWING No.

PHA No.

DESIGNED

REDUCTION

DATESCALE @ B1

APPROVED

DRAWN

CHECKED0 25

REV.





Quantity Surveyor





BCA Compliance



Landscape Architect

Fire Consultant











ACEA


BPA Engineering





S11

JAV


LT

LT

S01217

FEB 2017

CONSTRUCTION

1 : 100


WALL SCHEDULE

TYPE DESCRIPTION
















W10 90mm BLOCK WALL






W11G BRICK VENEER






TYPE DESCRIPTION










SC2 100x100x6 SHS


SC3 89x89x6 SHS

SC4 150x150x5.0 SHS

SC5 150x100x4.0 RHS


SC7 100x50x4.0 RHS


SC9 219.1 x 6.3 CHS

SC10 125x125x5.0 SHS

SC11 100x100x6.0 SHS

SC12 125x75x6.0 RHS

SC13 100x100x5.0 SHS

SC14 89x89x5.0 SHS


FOOTING SCHEDULE


PF1 2000 x 2000 x 400 DEEP N20 - 150 E.W. T&B

PF2 1200 x 1200 x 400 DEEPCONCRETE PAD FOOTING

N12 - 200 E.W. T&B

PF3 1400 x 1400 x 400CONCRETE PAD FOOTING

N16 - 200 E.W. T&B


5L11TM BOTTOM


N12 - 300 E.W. T&B


5L11TM BOTTOM

ST2 2400W CONCRETE SLABTHICKENING

REFER DETAIL


7 8

9

1011121314

15

16

17

The following 10 pages show photos of the walls scanned on the basement level.

2.

P: 08 9294 1832





ABN: 89 262 952 771

Site Address

Client

Date:

Drawn By:

This is an indication of utilities clearance area or utilities located only, and is to be read in conjunction with the service statement and location terms and conditions of service. The 'As Located' Reference Plan is not to scale and cannot be used as a survey document. Please contact our company for further information if any part of your site clearance is unclear prior to excavation. Be aware of your utility damage potential at conclusion of location service and the associated client duty of care requirements. Review Utility Risk level and Utility Duty of Care Requirements including the WA Utility Code of Practice.

Whilst every effort is taken to accurately record and interpret the images located by the Ground Penetrating Radar, United Scanning Services cannot be held responsible for inaccurate or false interpretation of data, images or reports relating

to target service locations. Design and structural interpretations or opinions expressed by the company or its technicians must be verified by a suitably qualified professional engineer.

Photos

Wall 1

Wall 2

2.

P: 08 9294 1832





ABN: 89 262 952 771

Site Address

Client

Date:

Drawn By:




Photos

Wall 3

Wall 4

2.

P: 08 9294 1832





ABN: 89 262 952 771

Site Address

Client

Date:

Drawn By:




Photos

Wall 5

Wall 5

2.

P: 08 9294 1832





ABN: 89 262 952 771

Site Address

Client

Date:

Drawn By:




Photos

Wall 6

Wall 6

2.

P: 08 9294 1832





ABN: 89 262 952 771

Site Address

Client

Date:

Drawn By:




Photos

Wall 7

Wall 8

No Voids Detected

2.

P: 08 9294 1832





ABN: 89 262 952 771

Site Address

Client

Date:

Drawn By:




Photos

Wall 9

Wall 10

No Voids Detected

No Voids Detected

2.

P: 08 9294 1832





ABN: 89 262 952 771

Site Address

Client

Date:

Drawn By:




Photos

Wall 11

Wall 12

No Voids Detected

2.

P: 08 9294 1832





ABN: 89 262 952 771

Site Address

Client

Date:

Drawn By:




Photos

Wall 13

Wall 14

2.

P: 08 9294 1832





ABN: 89 262 952 771

Site Address

Client

Date:

Drawn By:




Photos

Wall 15

Wall 16

No Voids Detected

No Voids Detected

2.

P: 08 9294 1832





ABN: 89 262 952 771

Site Address

Client

Date:

Drawn By:




Photos

Wall 17No Voids Detected

UPUPUP

UPUP

UPUP

UPUPUP

UPUPUP

UPUPUP

UPUP

UPUP

UPUPUP

UPUPUP11

GF H I LKJE

4

3

2

5

6

7

9

A

B

10

C

D

1

8

250

1-B11

1-B10

1-B9

1-B8

200

200

300

1-B5

1-B7

200

200 MIN

FALL1:100

300

200

CC

3

200

200

W2

W2

W2

W2

W2

W2

W2

W2

-250

300

W9

W9

CC

3

CC

1

200

W2

SC1*

SC1*

SC1*

250

250

CC

5C

C4

120 MIN.FIRE WALL

W9

SLAB JOINT

W9

W9

W9

STAIR

2

STAIR 1

STAIR

3

PF2PF2

PF2PF2

PF2

SC

2S

C2

SC

2

SC

2

SC

2

1-B4

-86

B-D

S12

B-C

S12

1-B

14

BB-P

S14

CB-L

S29

ST1

ST1S

T1

CB-J

S28

CB-B

S27

CB-E

S28

CB-C

S28

CB-M

S28

CB-P

S28

CB-A

S28

CB-D

S27

CB-H

S27

CB-K

S28

CB-N

S29

CB-F

S27

CB-R

S29

1-B3

DJ1

DJ1

W11C

W11C

W11C

W11C

W11C

W11C

W11C W9

W11C

W11C

W2

W11C

W11C

W11C

W9

W9

W9

W13

W11C

W11C

W9

W11C

W11C

W11C W11C

W2

W2

W2

W2

CC9

CC

9

SC6*

SC6*

SF

1

SF

1

SF1

CB-ZA

S27

W6C

W11C

W11C

SF1

SF1SF1

W11C

W11C

STAIR 4

SC6*

SC6*

SC6*

SC6*

SC6*

SC6*

SC6*

SC6*

SC6*

W12BUNDER

ET1

ZB

S28

VO

ID

VO

ID

VO

ID

TJTJEJTJ

TJ

VOID

SF

1

SF1

W11F

W11F

W9

ZC

S28

NOTE: INTERNAL WALLS NOT CALLED UP FORCLARITY, THEY ARE TO BE 110mm THICKBRICKWORK UNLESS NOTED OTHERWISE.

FOOTING AND GROUND SLAB NOTES




4. U.N.O. SLABS ON GROUND TO BE 100mm THICK LAID OVER

WATERPROOF MEMBRANE ON CLEAN COMPACTED SAND

(COMPACTED TO 95% MDD).

SLAB REINFORCEMENT TO BE-

- INTERNAL SL62 MESH (TOP LAYER)

- EXTERNAL SL72 MESH (TOP LAYER)

6. DENOTES WET AREA SETDOWN AS REQUIRED



12.

13. DENOTES N16 -1500 LONG RE-ENTRANT BAR

FIXED TO BOTTOM OF SLAB REINFORCING MESHTO ALL RE-ENTRANT CORNERS.

-86

DJ

B.C.J.

RE

10.

11 .


THROUGH OUT

5. REFER TO GENERAL NOTES S01-S02 FOR MASONRYDETAILS AND REQUIREMENTS. PROVIDE ACOUSTIC WALLTIES TO CAVITY WALLS DIVIDING UNITS, LOBBY, FOYER,COMMON ROOMS AND AS REQUIRED BY ARCHITECT.INSTALL IN ACCORDANCE WITH ARCHITECT AND B.C.A.REQUIREMENTS. PROVIDE TIES AT 600mm HORIZONTALCENTRES AND 400mm VERTICALLY MANUFACTURESSPECIFICATION.

C.J.

M.J.






7. DENOTES EXTENT OF 40mm MATWELL SETDOWN

SUSPENDED SLAB GENERAL NOTES

DENOTES COLUMN AND LOAD BEARING WALLSUNDER, REFER TYPICAL CONCRETE DETAILS

DENOTES COLUMN ABOVE, REFER DETAILDRAWINGS FOR DETAILS OF COLUMNS ANDWALLS ABOVE

CC

?

DENOTES CONSTRUCTION JOINT. 10DAY DELAY BETWEEN ADJACENT POURS

C.J.

200

MJ

B.C.J.




4. SLAB THICKNESS NOTATION

DENOTES MINIMUM STRUCTURAL THICKNESS,

NOT INCLUDING FALLS.

5. PROVIDE BOND BREAKER TO ALL LOAD BEARINGSURFACES. PROVIDE COMPRESSIBLE JOINT TO NON LOADBEARING SURFACES. REFER TO GENERAL NOTESDRAWING S01-S02. INSTALL BOND BREAKER INACCORDANCE WITH SUPPLIERS SPECIFICATIONS.

6. REFER TO GENERAL NOTES S01-S02 FOR MASONRYDETAILS & REQUIREMENTS. PROVIDE ACOUSTIC WALL TIESTO PARTITION CAVITY WALLS AS PER ARCHITECTURAL &B.C.A REQUIREMENTS.

7.

8.

DENOTES 40mm WET AREA SETDOWN9.

DENOTES SLAB STEP10.

11.

12.

DENOTES MOVEMENT JOINT -BETWEEN SLAB AND WALLS

DENOTES BRICK CONTROLJOINT - VERTICALLY UP WALL

13.PROVIDE ACOUSTIC INSULATION TO ALL 172SLABS OR THINNER, AS REQUIRED TO BCA REQUIREMENTS.

14.

-86

15.CONTRACTOR TO CO-ORDINATE CAST IN SERVICES PIPESAND DISPLACE REINFORCEMENT AS REQUIRED TO SUIT.

DENOTES FREEZER/COOLROOM SETDOWN10.

DENOTES 65mm KITCHEN SETDOWN9.

NDRAWING No.

PHA No.

DESIGNED

REDUCTION

DATESCALE @ B1

APPROVED

DRAWN

CHECKED0 25

REV.





Quantity Surveyor





BCA Compliance



Landscape Architect

Fire Consultant











ACEA


BPA Engineering





S20

JAV

GROUND FLOOR PLAN SHEET 1

LT

LT

1557

FEB 2017

CONSTRUCTION

1 : 100


GROUND FLOOR CONCRETE BEAM SCHEDULE

TYPE DESCRIPTION

1-B1 2400 WIDE x 550 DEEP CONCRETE TAPER BEAM REFERDETAIL




1-B5 300 WIDE x 1450 DEEP CONCRETE BEAM









1-B15 900 X 450 DEEP CONCRETE BEAM

WALL SCHEDULE

TYPE DESCRIPTION



RW3 320 THICK DOUBLE BRICK CONCRETE CAVITY RETAININGWALL


SW1 200mm THICK PRECAST CONCRETE PANEL WITHARTWORK TO ARCH. REQUIREMENTS. MINIMUM PANELTHICKNESS 190mm.



W1A 250 THICK CONCRETE WALL + 110 THICK BRICK OUTERSKIN









W10 90mm BLOCK WALL

W10A 190 THICK CORE FILLED BLOCK WALL + 110 BRICK





W11G BRICK VENEER





FOOTING SCHEDULE


EP1 800 x 600 x 300 DEEP MASSCONCRETE ERECTION PAD, REFERSF3 DETAIL.

N/A

PF1 2000 x 2000 x 400 DEEP N20 - 150 E.W. T&B

PF2 1200 x 1200 x 400 DEEP CONCRETEPAD FOOTING

N12 - 200 E.W. T&B

PF3 1400 x 1400 x 400 CONCRETE PADFOOTING

N16 - 200 E.W. T&B

SF1 500 WIDE x 443 DEEP STRIP FOOTING 5L11TM BOTTOM

SF2 1200 WIDE x 400 DEEP STRIPFOOTING

N12 - 300 E.W. T&B


REFER DETAIL

SF4 800 WIDE x 300 DEEP STRIP FOOTING REFER DETAIL


5L11TM BOTTOM

ST2 2400W CONCRETE SLAB THICKENING REFER DETAIL


TYPE DESCRIPTION










SC2 100x100x6 SHS


SC3 89x89x6 SHS

SC4 150x150x5.0 SHS

SC5 150x100x4.0 RHS


SC7 100x50x4.0 RHS


SC9 219.1 x 6.3 CHS

SC10 125x125x5.0 SHS

SC11 100x100x6.0 SHS

SC12 125x75x6.0 RHS

SC13 100x100x5.0 SHS

SC14 89x89x5.0 SHS

UA1 100x75x8 UA RWP BLOCKOUT ANGLE FIXED WITH M12ANCHORS AT 300 C/C

SLAB EDGE SCHEDULE

MARK DESCRIPTION

ET1 257 D x 500 W SLAB EDGE THICKENING


0 27.10.17 ISSUED FOR TENDER CJ



2

2

2

12

3

4

5 6

78

9

10

11

The blue lines show the block walls requested to be scanned to confirm that all cores had been filled.Where a wall is shown with an “ ”, this shows where the wall had not yet been built or had not yet been filled.The numbers correspond with photos for each wall scanned, showing where voids were detected or not detected.

UPUPUP

UPUPUP

UPUPUP

UPUP

UPUP

UPUPUP

UPUPUP

UPUPUP

UPUP

UPUP

17

15

13

14

16

11

12

GF H I LKJE

9A B10 C D8

1-B11

1-B

1

CC

3

W2

W2

W2

W2

W2

W2

W2

W2

-250

300

W9

W9

W9

W9

CC

3

CC

1

W9

W9

400

200

200

200

200

300

W9

250

300

W2

SC1*

SC1*

SC1*

SC1*

250

250

250

CC

5C

C4

120 MIN.FIRE WALL

FIRE WALL

W9

W9

W9 W11C

RW4

SF

1E

T1

DJ1

DJ1

DJ1

DJ1

DJ1

DJ1

DJ1

DJ1

DJ1

W10A

1-B

2

BB-N

S14

CB-X

S29

STAIR

2

STAIR 6STAIR 5

1800

1-B

13

-86

B-D

S12

B-C

S12

CB-Q

S27

1-B

14

BB-L

S14

CB-L

S29

SF1

SF1

SF

1

SF

1

ST

1

ST

1

ST

1

ST

1

ST

1

ST

1

ST1

ST1

ST1

ST1

ST1

ST1

ST1

ST1

ST1

ST1

ST1

ST1

ST

1S

T1

ST

1S

T1

ST

1

ST

1

ST

1

ST

1

ST

1

ST

1

ST1

ST1

ST1

ST1

ST1

ST1

ST1

ST1

ST1

ST1

ST1

ST1

9117

250 THICK TANK LID WITHAUSTRAL DECK FORMWORK WITHTEMPORARY SUPPORT BEAMS.

CB-Z

S28

CB-W

S28

CB-Y

S28

CB-S

S29

CB-M

S28

CB-P

S28

CB-N

S29

CB-T

S29

CB-U

S29

CB-V

S28

BB-M

S14

CB-R

S29

1-B3

SC6* SC

6*

SC6*

SC6*

SC6*SC

6*

SLAB JOINT

DJ1

DJ1

DJ1 DJ1

W11C

W11C

W2

W2

W2

W2

W2

CC9

CC

9

W11C

W11C

W11C

W11C

CC

7

CC

7

W13

W11C

W11C

W11F

W11F

W11C

W11C

W11C

UN

DER

CC

8

W11C

W11C

W11C

W11C

W11C

SC6*

SC6*

SC6* SC

6*

SC6*

SC6*

SC3

SC3

SC6*

SC6*

SC6*

SC6*

SC

9

SC

9

SC8SC

8

SC

8SC

8

SC

8

SC

8

SC8SC

8

SC

8

SC

8

SC

8

SC

8

SC

8

SC

8

SC8

SC8

SC

8

SC

8

SC

8

SC

8

SC

8

SC

8

PF1

PF1

PF3PF3

PF3PF3

BB-R

S14

1-B

15

SF

1

SF

1SW2

SW1

SW2 SW1

SW1

SW2

SW1

1

S56

2

S56

PF3

PF3PF3

PF3PF3

PF3PF3

PF3PF3

PF3

PF3

6

S56

W6C

W11C

W11C

SF1SF1

SC6*

SC1*

W12BUNDER

ET1

ET1

-86

ST

1

RW3BELOW

RW3BELOW

RW4BELOW

RW4BELOW

ZB

S28

10

S56

SC6*

SC6*

ST

1

VO

ID

VO

ID

VO

ID

VOID

SF

1

SF1

SF

1

W11F

W11F

2

S63

3

S63

7

S63

6

S63

SF

3

EP1

EP1

EP1

EP1

EP1

EP1

SF

4SF

3

SF

3

SF

4

EP1

EP1

EP1EP1

SF

3

SF

4

EP1EP1

EP1

EP1

ZC

S28

NOTE: INTERNAL WALLS NOT CALLED UP FORCLARITY, THEY ARE TO BE 110mm THICKBRICKWORK UNLESS NOTED OTHERWISE.

FOOTING AND GROUND SLAB NOTES




4. U.N.O. SLABS ON GROUND TO BE 100mm THICK LAID OVER

WATERPROOF MEMBRANE ON CLEAN COMPACTED SAND

(COMPACTED TO 95% MDD).

SLAB REINFORCEMENT TO BE-

- INTERNAL SL62 MESH (TOP LAYER)

- EXTERNAL SL72 MESH (TOP LAYER)

6. DENOTES WET AREA SETDOWN AS REQUIRED



12.

13. DENOTES N16 -1500 LONG RE-ENTRANT BAR

FIXED TO BOTTOM OF SLAB REINFORCING MESHTO ALL RE-ENTRANT CORNERS.

-86

DJ

B.C.J.

RE

10.

11 .


THROUGH OUT

5. REFER TO GENERAL NOTES S01-S02 FOR MASONRYDETAILS AND REQUIREMENTS. PROVIDE ACOUSTIC WALLTIES TO CAVITY WALLS DIVIDING UNITS, LOBBY, FOYER,COMMON ROOMS AND AS REQUIRED BY ARCHITECT.INSTALL IN ACCORDANCE WITH ARCHITECT AND B.C.A.REQUIREMENTS. PROVIDE TIES AT 600mm HORIZONTALCENTRES AND 400mm VERTICALLY MANUFACTURESSPECIFICATION.

C.J.

M.J.






7. DENOTES EXTENT OF 40mm MATWELL SETDOWN




CC

?


C.J.

200

MJ

B.C.J.









7.

8.



11.

12.




14.

-86




NDRAWING No.

PHA No.

DESIGNED

REDUCTION

DATESCALE @ B1

APPROVED

DRAWN

CHECKED0 25

REV.





Quantity Surveyor





BCA Compliance



Landscape Architect

Fire Consultant











ACEA


BPA Engineering





S21

JAV


LT

LT

\

1557

FEB 2017

CONSTRUCTION

1 : 100


GROUND FLOOR CONCRETE BEAM SCHEDULE

TYPE DESCRIPTION














1-B15 900 X 450 DEEP CONCRETE BEAM

WALL SCHEDULE

TYPE DESCRIPTION

















W10 90mm BLOCK WALL






W11G BRICK VENEER





FOOTING SCHEDULE


EP1 800 x 600 x 300 DEEP MASSCONCRETE ERECTION PAD, REFERSF3 DETAIL.

N/A

PF1 2000 x 2000 x 400 DEEP N20 - 150 E.W. T&B

PF2 1200 x 1200 x 400 DEEP CONCRETEPAD FOOTING

N12 - 200 E.W. T&B

PF3 1400 x 1400 x 400 CONCRETE PADFOOTING

N16 - 200 E.W. T&B

SF1 500 WIDE x 443 DEEP STRIP FOOTING 5L11TM BOTTOM


N12 - 300 E.W. T&B


REFER DETAIL

SF4 800 WIDE x 300 DEEP STRIP FOOTING REFER DETAIL


5L11TM BOTTOM

ST2 2400W CONCRETE SLAB THICKENING REFER DETAIL


TYPE DESCRIPTION










SC2 100x100x6 SHS


SC3 89x89x6 SHS

SC4 150x150x5.0 SHS

SC5 150x100x4.0 RHS


SC7 100x50x4.0 RHS


SC9 219.1 x 6.3 CHS

SC10 125x125x5.0 SHS

SC11 100x100x6.0 SHS

SC12 125x75x6.0 RHS

SC13 100x100x5.0 SHS

SC14 89x89x5.0 SHS


SLAB EDGE SCHEDULE

MARK DESCRIPTION






2

2

2

2

2

2

2

10

11

12

13

14

The following 8 pages show photos of the walls scanned on the ground floor.

2.

P: 08 9294 1832





ABN: 89 262 952 771

Site Address

Client

Date:

Drawn By:




Photos

Wall 1


2.

P: 08 9294 1832





ABN: 89 262 952 771

Site Address

Client

Date:

Drawn By:




Photos

Wall 2

Wall 3

2.

P: 08 9294 1832





ABN: 89 262 952 771

Site Address

Client

Date:

Drawn By:




Photos

Wall 3

Wall 4

2.

P: 08 9294 1832





ABN: 89 262 952 771

Site Address

Client

Date:

Drawn By:




Photos

Wall 5

Wall 6

2.

P: 08 9294 1832





ABN: 89 262 952 771

Site Address

Client

Date:

Drawn By:




Photos

Wall 7

Wall 8

2.

P: 08 9294 1832





ABN: 89 262 952 771

Site Address

Client

Date:

Drawn By:




Photos

Wall 9


2.

P: 08 9294 1832





ABN: 89 262 952 771

Site Address

Client

Date:

Drawn By:




Photos

Wall 11

Wall 12

No Voids Detected

Part of the wall had not yet been filled, this was not marked as voids

No Voids Detected

2.

P: 08 9294 1832





ABN: 89 262 952 771

Site Address

Client

Date:

Drawn By:




Photos

Wall 13

Wall 14Part of the wall had not yet been filled, this was not marked as voids

No Voids Detected

UPUPUP

UPUP

UPUPUP

UPUP

11

GF H I LKJE

4

3

2

5

6

7

9

A

B

10

C

D

1

8

237

257

SLAB JOINT

237

237

257

CC

5

CC3

CC

1

SC6*

SC2*

SC6*

SC6*

SC2*

SC2*

SC2*

SC2*

SC2

SC2*

SC2*

SC2

SC2*

SC6*

SC2*

SC

2

SC

3

W2

W2W2

W2

W2

W2

W2

W2

W9

W9

W9

W2

SC6*

SC6*

SC6*

CC4

SC2*

SC2

SC2

SC2*

SC2*

SC2*

SC2*

SC2*

SC2*

SC2*

SC2*

SC2*

SC2*

SC2*

SC2*

SC2*

SC2*

SC3

SC2*

SC2*

SC3

SC3

SC3

SC3

SC3

SC3

SC3

SC3

SC3

SC3

SC3

SC3

SC3

SC3

SC3

SC3

SC3

SC3

SC3

SC6*

SC2

STAIR 1

STAIR

2

STAIR

3

VOID

2-B

12

SC6*

3-A

S59

2-B6

2-B9

2-B8

2-B

7 257

257

2-B1

2-B2

2-B32-B4

2-B5

W13

W9

W9

W9

W9

W9

W9

W2

CC9

CC9

W11C W11C

W11E

W2

W2

W2

W2

SC2*

SC3

SC2*

SC2*

SC3

SC3

SC2*

SC3

SC3

SC6* SC

6*

SC3

SC2*

SC3

SC3

SC3

SC3

W9

W11E

3-B

S59

3-C

S59

3-D

S59

2-DP1

2-DP1

SC2*

SC2*

SC2*

SC2*

SC6*

SC6*

SC6*

2-B13

SB9

SB

9

SB

9

W11E

13

S37

14

S37

15

S37

16

S37

17

S37

18

S37

UNDER

SC1*

UNDERSC

1*

SC2*

SC2*

SC2*

SC2*

W12B

SS

U1

SSU

1

SSU

2

SSU

1

SSU

1

SSU

2

SSU

1

SSU

1

SSU1

SSU

1

SSU

1

SSU

1

SSU

2

SSU

1

VO

ID VO

ID

VO

ID

VO

ID

VO

ID

VO

ID

VOID

VOID

VOID

VOID

SB9

P1

P1

SB9

VOID

VO

ID

W11E

SC2*

W11G

W11G

CJ1

CJ1




CC?


C.J.

200

MJ

B.C.J.









7.

8.



11.

12.




14.

-86




NDRAWING No.

PHA No.

DESIGNED

REDUCTION

DATESCALE @ B1

APPROVED

DRAWN

CHECKED0 25

REV.





Quantity Surveyor





BCA Compliance



Landscape Architect

Fire Consultant











ACEA


BPA Engineering





S30

JAV

FIRST FLOOR PLAN SHEET 1

LT

LT

1557

FEB 2017

CONSTRUCTION

1 : 100


WALL SCHEDULE

TYPE DESCRIPTION

















W10 90mm BLOCK WALL






W11G BRICK VENEER






TYPE DESCRIPTION










SC2 100x100x6 SHS


SC3 89x89x6 SHS

SC4 150x150x5.0 SHS

SC5 150x100x4.0 RHS


SC7 100x50x4.0 RHS


SC9 219.1 x 6.3 CHS

SC10 125x125x5.0 SHS

SC11 100x100x6.0 SHS

SC12 125x75x6.0 RHS

SC13 100x100x5.0 SHS

SC14 89x89x5.0 SHS


STEEL BEAM SCHEDULE

TYPE DESCRIPTION

B1 150x100x4.0 RHS

B2 125 x 75 x 6 RHS

B3 125 x 125 x 5 SHS

B4 150 x 216 D WELDED T-BEAM

B5 125x75x4.0 RHS HEAD MEMBER

B6 100x100x5.0 SHS


B8 150x50x3.0 RHS

B9 200x100x6.0 RHS

B10 89x89x5.0 SHS

BR1 75x 75x6 EA

CH1 139.7x5.4CHS

CJ1 C10019

G1 C15019 GIRTS AT 900 CTRS. MID SPAN BRIDGING.

G2 C10019

P1 Z15019 LAPPED PURLINS AT 1200mm INTERNAL SPAN CRS.900mm END SPAN CRS. 2 ROWS BRIDGING.

RA 100x100x6 EA

SA 100x100x10 EA

SA2 75x 75x6 EA

SB1 200PFC

SB2 250PFC

SB3 200 UB 22

SB4 250 UB 37

SB5 180 UB 18

SB6 250 UB 37

SB7 410 UB 54

SB9 180PFC

WH1 150PFC WINDOW BEAM

WH2 250PFC

FIRST FLOOR CONCRETE BEAM SCHEDULE

TYPE DESCRIPTION






2-B6 450 x 450 DEEP CONCRETE BEAM








2-DP1 1000 x 1000 x 400 DEEP CONCRETE COLUMN CAPITOL




2

2

1 2

3

4

5 6

7

8

9

The blue lines show the block walls requested to be scanned to confirm that all cores had been filled.Where a wall is shown with an “ ”, this shows where the wall had not yet been built or had not yet been filled.The numbers correspond with photos for each wall scanned, showing where voids were detected or not detected.

UPUPUP

UPUPUPUP

17

15

13

14

16

11

12

GF H I LKJE

9A B10 C D8

237

237

257

237

257

CC

5

237

257

257

237

CC3

W9

W9

W9

W9

W2

W2W2

W2

W2

W2

W2

W2

W2

SC6*

SC6*

SC6*

SC6*

SC6*

SC6*

SC6*

SC6*

SC6*

CC4

SC2*

SC2*

SC2*

SC2*

SC2*

SC2*

SC2*

SC2*

SC2

SC2*

SC2

SC2*

SC2*

SC2*

SC2*

SC2*SC

2

SC2

SC2

SC2*

SC2

SC2

SC2*

SC3

SC3

SC2*

SC2*

SC2

SC2*

SC2*

SC2

SC2*

SC2

SC2*

SC6*

SC2*

SC3

SC3

SC2*

SC2*

SC2*

SC2*SC

2*

SC2*

SC2*

SC2

SC2

SC2

SC2*

SC2*

SC2*

SC2

SC2

SC3

SC2*

SC2*

SC2*

SC2*

SC2*

SC2

SC2

SC2*

SC2

SC2*

SC3

SC3

SC3

SC2*

SC3

SC2

SC2*SC

2*

SC3

SC3

SC3

SC2*

SC2

SC3

SC3

SC2*

SC6*

SC3

SC3

SC3

SC3

SC3

SC3

SC3

SC3

SC3

SC3

SC3

SC3

SC3

SC3

SC3

SC3

SC3

SC3

SC3

SC3

SC3

SC2*

SC3

SC2

SC3

SC6*

SC6*

SC2

STAIR 5 STAIR 6

STAIR

2

VOID

CC7

CC7

2-B6

2-B9

2-B8

2-B

7

2-B10

257

257

257

2-B11

W9

W9

W2

CC9

CC9

W11C W11C

W11E

W2

W2

W2

W2

SC3

SC6* SC

6*

SC3

SC3

SC2*

SC3

SC3

SC3

SC3

SC3

SC2*

SC3

W9

SC3

SC3

SC3

SC3

SC3

SC2*

SC6*

SC6*

SC6*

SC6*

SC3

SC3

SC3

SC3

SC3

SC6*

SC2*

SC3

SC6*

SC3

SC3

SC3

SC3

W11E

3-E

S59

3-D

S59

TR2

2-DP1

2-DP1

SC3 SC

3

SC3

SC2*

SC2*

6

S56

150 x 6 SHSFRAME

SC9

SC9

3-F

S59

23

S37

19

S37

20

S37

21

S37

22

S37

24

S37

SC2

SC2

SC2

SC2

SC2

SC2

SC2

UNDERSC

1*

UNDER

SC1*

UNDER

SC1*

UNDERSC

1*

SC2*

SC2*

SW1

SW1

SC3

SC2*

SC2*

SC2*

W12B

B4 UNDER

B7B7

B7

B7

B7

B8

B8

B8

B8

B8

B8

B9

B1 UNDER

PT1

PT1

PT1

PT2

PT1

PT1

PT1

PT1

PT1

PT1

PT2

B7

B7

B7

10

S56

B7

B7

B7

B7

B7

B7

B7

B7

B7

B7

B7

B7

B7

B7

B7

B7

B7

B7

B7

14

S56

SS

U1

SS

U2

SS

U1

SS

U1

SS

U2

SS

U1

SS

U2

SS

U1

SS

U1

SS

U1

SS

U2

SS

U1

SS

U1.2

SS

U2

SS

U1

SS

U1

SS

U2

SS

U1

VO

ID VO

ID

VO

ID

SS

U1.2

SS

U1.2

VO

ID

VOID

VOID

VOID

VOID

VOID

VO

ID

W11G

W11GW11G

W11G


DENOTES COLUMN AND LOAD BEARING WALLSUNDER, REFER DRAWINGS S800-S801 FORDETAILS

DENOTES COLUMN ABOVE, REFER DETAIL DRAWINGSFOR DETAILS OF COLUMNS AND WALLS ABOVE

CC?


C.J.

200

MJ

B.C.J.







5. PROVIDE BOND BREAKER TO ALL LOAD BEARING

SURFACES. PROVIDE COMPRESSIBLE JOINT TO NON LOAD

BEARING SURFACES. REFER TO GENERAL NOTES DRAWING

S001-S002. INSTALL BOND BREAKER IN ACCORDANCE WITH

SUPPLIERS SPECIFICATIONS.

6. REFER TO GENERAL NOTES S001-S002 FOR MASONRY

DETAILS AND REQUIREMENTS. PROVIDE ACOUSTIC WALL

TIES TO PARTITION CAVITY WALLS AS PER

ARCHITECTURAL AND B.C.A REQUIREMENTS.

7.

8.



11.

12.




14.

-86

15.CONTRACTOR TO CO-ORDINATE CAST IN SERVICES PIPES ANDDISPLACE REINFORCEMENT AS REQUIRED TO SUIT.

NDRAWING No.

PHA No.

DESIGNED

REDUCTION

DATESCALE @ B1

APPROVED

DRAWN

CHECKED0 25

REV.





Quantity Surveyor





BCA Compliance



Landscape Architect

Fire Consultant











ACEA


BPA Engineering





S31

JAV


LT

LT

S01217

FEB 2017

CONSTRUCTION

1 : 100


WALL SCHEDULE

TYPE DESCRIPTION
















W10 90mm BLOCK WALL






W11G BRICK VENEER





FIRST FLOOR CONCRETE BEAM...

TYPE DESCRIPTION














2-DP1 1000 x 1000 x 400 DEEP CONCRETECOLUMN CAPITOL

STEEL BEAM SCHEDULE

TYPE DESCRIPTION

B1 150x100x4.0 RHS

B2 125 x 75 x 6 RHS

B3 125 x 125 x 5 SHS


B5 125x75x4.0 RHS HEAD MEMBER

B6 100x100x5.0 SHS


B8 150x50x3.0 RHS

B9 200x100x6.0 RHS

B10 89x89x5.0 SHS

BR1 75x 75x6 EA

CH1 139.7x5.4CHS

CJ1 C10019

G1 C15019 GIRTS AT 900 CTRS. MIDSPAN BRIDGING.

G2 C10019

P1 Z15019 LAPPED PURLINS AT 1200mmINTERNAL SPAN CRS. 900mm ENDSPAN CRS. 2 ROWS BRIDGING.

RA 100x100x6 EA

SA 100x100x10 EA

SA2 75x 75x6 EA

SB1 200PFC

SB2 250PFC

SB3 200 UB 22

SB4 250 UB 37

SB5 180 UB 18

SB6 250 UB 37

SB7 410 UB 54

SB9 180PFC

WH1 150PFC WINDOW BEAM

WH2 250PFC


TYPE DESCRIPTION










SC2 100x100x6 SHS


SC3 89x89x6 SHS

SC4 150x150x5.0 SHS

SC5 150x100x4.0 RHS


SC7 100x50x4.0 RHS


SC9 219.1 x 6.3 CHS

SC10 125x125x5.0 SHS

SC11 100x100x6.0 SHS

SC12 125x75x6.0 RHS

SC13 100x100x5.0 SHS

SC14 89x89x5.0 SHS


1

1

1

1


1

The following 5 pages show photos of the walls scanned on the first floor.

2.

P: 08 9294 1832





ABN: 89 262 952 771

Site Address

Client

Date:

Drawn By:




Photos

Wall 1

Wall 2

2.

P: 08 9294 1832





ABN: 89 262 952 771

Site Address

Client

Date:

Drawn By:




Photos

Wall 3


2.

P: 08 9294 1832





ABN: 89 262 952 771

Site Address

Client

Date:

Drawn By:




Photos

Wall 5


2.

P: 08 9294 1832





ABN: 89 262 952 771

Site Address

Client

Date:

Drawn By:




Photos

Wall 7

Wall 8

No Voids Detected

No Voids Detected

2.

P: 08 9294 1832





ABN: 89 262 952 771

Site Address

Client

Date:

Drawn By:




Photos

Wall 9

United

decisions. construction informed for allows that concrete into insights provide to technicians periencedxe our allows technology (GPR) Radar

Penetrating Ground 3D Our to. able is Perth in else oneno what provide can services Scanning

We provide the following services:

We offer GPR in Scanning Concrete a safe and timely manner with GSSI and Mala equipment. includes:This

NATA testing Lab Accredited planning rehabilitation for condition concrete relative map - assessment

balconies tunnels, towers, walls, monuments, bridges, - sinspection thickness slab concrete

members structural or walls slabs, concrete in conduits plastic or metallic embedded cables, tension post ,reinforcement steel of depth and location the

demolish or cut drill, to areas safe of

Identify fractures) (voids, concrete inside damage or defects Quality

floors and walls in targets non-metallic and metallic of Location voids and cracks honeycombing, tanking, delamination, of areas identifies that inspection

Condition

alStructurDetermine

DetermineLocation

CAPABILITY STATEMENT.

CONCRETE SCANNING

including equipment GPR of bestthe use Scanning United .Scanners CX aMal and StructureScan GSSI

(08) 9294 1832 [email protected] unitedscanning.com.au

Level 8, 251 Adelaide Tce, Perth WA 6000

ONCRETEC SCANNING

3D Technology Imaging

ACCREDITED LOCATORS FORATCO GASWESTERN POWERDIAL BEFORE YOU DIG

AMCOM WATER CORPORATION TELSTRA

! Safe Work Method Statement (SWMS) Company Name: United Scanning Service PTY LTD Project:

Company Address: Level 8, 251 Adelaide Tce Perth WA ABN No. 89 262 952 771

Job / Trade Activity: USE OF GROUND PENETRATING RADAR, to locate services, P.T cables, re bar and condition prior to client works.

SWMS Prepared by: Name: Sign Date:

!1

LEGISLATION

WA Acts and Regulations Building Regulations 1989Dangerous Goods Safety Act 2004Occupational Safety and Health Act 1984

Occupational Safety and Health Regulations 1996Electricity Regulations 1947Electricity (Licensing) Regulations 1991

WA Codes of Practice

(relevant to construction work, tick as applicable to work)

" Concrete and masonry cutting and drilling, 2010

! Excavation, 2005

" First aid, workplace amenities and personal protective clothing, 2002

" Manual handling, 2000

" Managing noise at workplaces, 2002

! Safe design of buildings and structures, 2008

" The Prevention of falls at workplaces, 2004

! Tilt-up and precast concrete construction, 2004

" Violence aggression and bullying at work, 2006

" Working hours, 2006

Australian Standards As quoted in legislation and codes of practice

! Safe Work Method Statement (SWMS) National Standards (relevant to construction, tick as applicable to work)

☑ National Standard for Construction Work[NOHSC:1016(2005)]

☑ Adopted National Exposure StandardsFor Atmospheric Contaminants In TheOccupational Environment [NOHSC:1003(1995)]

☑ National model regulation for the controlof scheduled carcinogenic substances [NOHSC:1011(1995)]

☑ National Standard for Manual Tasks(2007)

☑ National OHS Certification Standard forUsers and Operators of Industrial Equipment- 3rd Edition [NOHSC:1006(2001)]

☑ National Standard for the Storage andHandling of Workplace Dangerous Goods [NOHSC:1015(2001)]

☑ National Model Regulation for theControl of Workplace Hazardous Substances

☑ National Standard for LicensingPersons Performing High Risk Work

☑ National Standard for OccupationalNoise [NOHSC:1007(2000)]

☑ National Standard for Plant [NOHSC:1010(1994)]

◻ National Standard for SyntheticMineral

National Codes of Practice (relevant to construction work, tick as applicable to work)

◻ Safe Removal of Asbestos 2nd Edition [NOHSC:2002(2005)]

◻ Code of Practice for the Management and Control of Asbestos in the Workplace [NOHSC:2018(2005)]

☑ Code of Practice for the Control of Scheduled Carcinogenic Substances [NOHSC:2014(1995)]

☑ National Code of Practice for Induction for Construction Work (May 2007)

◻ National Code of Practice for Precast, Tilt-up and Concrete Elements in Building Construction (2008)

☑ National Code of Practice for the Prevention of Falls in General Construction (2008)

☑ National Code of Practice for the Storage and Handing of Dangerous Goods [NOHSC:2017(2001)]

☑ National Code of Practice for the Control of Workplace Hazardous Substances [NOHSC:2007(1994)]

☑ National Code of Practice for the Control of Work Related Exposure to Hepatitis and HIV (blood-borne) Viruses[NOHSC:2010(2003)]

◻ National Code of Practice for the Control and Safe Use of Inorganic Lead at Work [NOHSC:2015(1994)]

☑ National Code of Practice for the Labelling of Workplace Substances [NOHSC:2012(1994)]

☑ National Code of Practice for the Prevention of Muskuloskeletal Disorders Caused From Performing Manual Tasks

☑ National Code of Practice for Noise Management and Protection of Hearing at Work - 3rd Edition [NOHSC:2009(2004)]

◻ National Code of Practice for the Safe Use of Synthetic Mineral Fibres [NOHSC:2006(1990)]

National Guidance Notes

◻ Guidance Note on the Membrane Filter Method for Estimating Airborne Asbestos Fibres 2nd Edition [NOHSC:3003(2005)]

☑ Guidance Note on the Interpretation of Exposure Standards for Atmospheric Contaminants in the OccupationalEnvironment 3rd Edition [NOHSC:3008(1995)] (HTML)

☑ Guidelines for Integrating OHS into National Industry Training Packages

◻ Guidance Note for Placarding Stores for Dangerous Goods and Specified Hazardous Substances [NOHSC:3009 !2

http://www.ascc.gov.au/NR/rdonlyres/2FCC89EA-2AD3-4EC2-A378-B7FBBB16807F/0/NationalConstructionStandard.pdf

http://www.ascc.gov.au/NR/rdonlyres/317D25BA-E837-4F5B-AC65-24FE588888CA/0/ExposureStandards4AtmosphericContaminants_Nov06version.pdf

http://www.ascc.gov.au/NR/rdonlyres/9D50C725-E104-48BD-8409-F99AB1433315/0/CARCINOGENIC_SUBSTANCES_MODEL_REGS.pdf

http://www.ascc.gov.au/ascc/HealthSafety/HazardsSafetyIssues/ManualTasks/ManualTasks.htm

http://www.ascc.gov.au/NR/rdonlyres/5F9A59D0-C6A4-490A-A962-0AED9AF37AA6/0/NOHSC10062001_STANDARD.pdf

http://www.ascc.gov.au/NR/rdonlyres/B157A229-4D9B-4648-B462-A06EA18E2A93/0/NOHSC10152001_STANDARD.pdf

http://www.ascc.gov.au/NR/rdonlyres/F23EA1CD-33AE-478A-9363-BB0BD81EC64F/0/WorkplaceHazardousSubstancesmodel_regs_NOHSC1005_1994.pdf

http://www.ascc.gov.au/NR/rdonlyres/F95A8A5B-9A56-45F5-90F6-B59C00E2F214/0/NationalStandardLicPersonsPerfHighRiskWk_2006.pdf

http://www.ascc.gov.au/NR/rdonlyres/38A158B3-0F37-4ADC-B050-7758F5529033/0/noisestandard.pdf

http://www.ascc.gov.au/NR/rdonlyres/D505903D-BB66-455F-8E80-4E5F0AD6A6AE/0/PlantStandard_NOHSC1010.pdf

http://www.ascc.gov.au/NR/rdonlyres/4AC9EEA0-76D8-41BF-BEBE-DE519C9D5137/0/SyntheticMineralFibres.pdf

http://www.ascc.gov.au/NR/rdonlyres/1A198A7C-D0A7-40AD-964E-31673C695E92/0/AsbestosCode.pdf

http://www.ascc.gov.au/NR/rdonlyres/DB7C0238-F1D3-4EDE-B444-F7B751CE83FE/0/ManagementCode.pdf

http://www.ascc.gov.au/NR/rdonlyres/5A0CD978-BE7C-4E9E-9A61-9F45C2A93624/0/CARCINOGENIC_SUBSTANCE_COP_NOHSC2014_1995.pdf

http://www.ascc.gov.au/ascc/AboutUs/Publications/NationalStandards/NationalCodeofPracticeforInductionforConstructionWork.htm

http://www.ascc.gov.au/ascc/AboutUs/Publications/NationalStandards/NationalCodeofPracticeforPrecastTilt-UpandConcreteElementsinBuildingConstruction.htm

http://www.ascc.gov.au/ascc/AboutUs/Publications/NationalStandards/NationalCodeofPracticeforthePreventionofFallsinGeneralConstruction.htm

http://www.ascc.gov.au/NR/rdonlyres/3A7DC2C2-F183-40FA-9062-5DD46D2466B3/0/NOHSC20172001_COP_pt01.pdf

http://www.ascc.gov.au/NR/rdonlyres/3D1B1ACF-A627-48DF-8B19-8D56C91052BB/0/WorkplaceHazardousSubstances_COP_NOHSC2007_1994.pdf

http://www.ascc.gov.au/NR/rdonlyres/14850412-BF2D-4E22-B4F7-076CBD4383F6/0/HIV_2Ed_2003.pdf

http://www.ascc.gov.au/NR/rdonlyres/1CE63D01-C21F-4F2B-84EB-8B7924FC224A/0/LeadCOP_NOHSC2015_1994.pdf

http://www.ascc.gov.au/NR/rdonlyres/9A5FFEC7-940E-478A-BB34-07C8A1C9D597/0/LabellingCOPNOHSC_2012_1994.pdf

http://www.ascc.gov.au/ascc/HealthSafety/HazardsSafetyIssues/ManualTasks/ManualTasks.htm

http://www.ascc.gov.au/NR/rdonlyres/6EE85D16-7D1C-4FFC-99E7-E611B7290E18/0/Noise_COP.pdf

http://www.ascc.gov.au/NR/rdonlyres/4DFF4D38-C6A1-4B8F-9814-91ECF000D1D4/0/SyntheticMineralFibres.pdf

http://www.ascc.gov.au/NR/rdonlyres/EBF8D7D0-A461-4A9F-BCA8-9BD70FC77882/0/MFM.pdf

http://www.ascc.gov.au/ascc/AboutUs/Publications/NationalStandards/GuidanceNoteontheInterpretationofExposureStandardsforAtmosphericContaminantsintheOccupationalEnviron.htm

http://www.ascc.gov.au/NR/rdonlyres/05EFF2F8-A0F8-4B12-9A80-1300E5E3ADF4/0/GuidelinesforintegratingOHS.pdf

http://www.ascc.gov.au/NR/rdonlyres/71921190-20D1-4853-9C29-04DF3E622FAD/0/PlacardingStoresEmergencyServicesManifests.pdf

! Safe Work Method Statement (SWMS)

PERMITS TO WORK (✓) ◻ Work at Height (unprotected over 2m) ◻ Confined Space ◻ Hot Work

◻ Excavation ☑ Concrete Cutting/Drilling ◻ Other (specify)

MINIMUM PPE (✓) ☑ Safety Glasses (medium impact) ☑ Hi-Visibility vest or shirt ☑ Hard Hat

☑ Safety Footwear ☑ Hearing Protection (<85dB) ◻ Other (specify)

!3

EQUIPMENT / TOOLS (✓) ☑ Hazard WarningSigns

☑ Barricade orGuarding

◻ EWP (Scissor Lift / Boom Lift) ☑ Power Tools

◻ Scaffolds ◻ Portable Ladder(s) ◻ Safety Harness ◻ Other (specify)

!

Safe Work Method Statement (SWMS)

Level Description of Consequence or Impact ConsequenceLikelihood / Probability

LLikely

MModerate

UUnlikely

H (1)

(High level of harm)

Potential death, permanent disability or major structural failure/damage. Off-site environmental discharge/release not contained and significant long-term environmental harm.

H (1)

(High) 1 1 2

M (2)(Medium level of

harm)

Potential temporary disability or minor structural failure/damage.On-site environmental discharge/release contained, minor remediation required, short-term environmental harm.

M (2)(Medium) 1 2 3

L (3)(Low level of

harm)

Incident that has the potential to cause persons to require first aid.On-site environmental discharge/release immediately contained minor level clean up with no short-term environmental harm.

L (3)(Low) 2 3 3

Level Likelihood / Probability

Likely Could happen frequently

Moderate Could happen occasionally

Unlikely May occur only in exceptional circumstances

Health and Safety Environment

Catastrophic Fatality or permanent disability (Class 1 incident) High severity which has or may have permanent and/or irreversible effects (Level 1)

Major Life threatening incident, Lost Time Injury or ongoing illness/health effects (Class 2 incident)

Medium severity which has or may have persistent but reversible effects (Level 2)

Moderate Incident that requires medical treatment by a qualified medical practitioner (Class 3 incident)

Low severity which has short term and reversible effects (Level 3 incident)

Minor Incident that may require first aid treatment only Impact confined to area impacted by work operations

Insignificant No injuries Very low environmental impact, not noticeable

!

Most Effective

Least Effective

Elimination Eg Eliminate the need for a fall risk area by careful design

Substitution Eg Barricading or enclosing the fall risk area with edge protection

Isolation Eg Isolating the hazard or practice from people involved in the work

Engineering Eg Using a fall injury prevention system

Administrative Eg Procedures, training, warning signs, limiting exposure time

PPE Eg Use of Personal Protective Equipment

Risk Hierarchy of Control - Preferred Order of Control Measures to Eliminate or reduce risks of injury or illness.To calculate Inherent and Residual risk, refer to ‘Qualitative Risk Analysis Matrix: Level of Risk’ on Page 2

4


1 General planning Scanning, Drilling / Coring

Inadequate training / instruction / supervision.

M (2)(Medium)

Matthew Hill to ensure all employees:• Attend a construction industry “Safety

Awareness Course Blue Card.

• Attend a site-specific induction.

• Attend a Daily Prestart

Provide supervision on the site.Make sure the employees are instructed in the correct use of:

• Personal Protective Equipment (PPE).• Tools, equipment and plant• Hazardous substances and chemicals (Provide

Material Safety Data Sheets - MSDS).• Clean work areas regularly.

Ensure that Personnel contact Site Manager for the following;

• Access to Site Inductions• Ensure sign in complete• Plant equipment onsite

• Hazardous substances• Permit to Work to be opened prior to work

commencing

Deliver materials to a safe lay down area as close as possible to the work. Undertake Take 5 prior to commencing task.

Note: If you identify additional risks and their control measures are not listed on this SWMS, set them out on an additional SWMS Worksheet and attach to the end of this SWMS

Matthew Hill

L (3)(Low)

!

No

Job Step(break the job down into steps)

Potential Hazards(what can harm you or

others?)

Inherent Risk*(Likelihood x Consequence

)

Controls & Checks Required(What are you going to do to carry out the work

safely – apply risk hierarchy of control)

Who is Responsible?(Position Title)

Residual Risk*

(Likelihood x

Consequence)

5


2 Inspect the work area before work begins for the day.

Hazards caused through work activity:

• Obstructed access.• Poor housekeeping

causing manual handlinginjuries/slips trips andfalls.

• Other personnel injuredfrom other work activities.

M (2) (Medium)

• Complete Take 5• Inspect the work area for hazards before work• Provide safe access to all work areas.• Clean up work areas on a regular basis.• Make sure signs and barriers are erected in

areas where required.

Operator

L (3) (Low)

3 General planning Areas been scanned for Client works

• Electrical services H (1) (High)

Prior to scanning ensure all exposed electrical cables that are in the area to be scanned are made safe or switched off

( This does not include cables in conduits that are in the slab to be scanned.)

Operator

L (3) (Low)

4 Scan Area where worksrequired.

Manual Handling

Slips and Trips M (2) (Medium)

• Equipment is brought to site via a trolley asrequired

• Ensure work area is clear and free of obstacles

Operator

L (3) (Low)

5 Planning For scanning - Arrive on site

- Site traffic and personalinterference

M (2) (Medium)

United Scanning employee/s - consult with site Superviser- Ensure Necessary Permits are obtained- Wear correct PPE before entering site- Take care during site movement- Sign In prior to undertaking work.

Operator

L (3) (Low)

!6

Date services•

! Safe Work Method Statement (SWMS) 6 - Meet with client, discuss job

- Site Induction- Activity of other workers- General site environment eg.objects or liquids on the ground.- Inadequate training andsupervision of employees M (2)

(Medium)

United Scanning employee/s Client - Wear correct PPE- Take care during site movement- Have a blue/white card- Attend site specific induction Shell / Swan- Attend Prestart and Tool box meetings- Ensure Relevant Permits Obtained- Check notice board- Ensure appropriate training and tickets have beenacquired

Operator

L (3) (Low)

7 - Check work area - Unsafe work environments, egexcavations, confined spaces,chemical presence etc- Inadequate airflow- Inadequate lighting- Obstructed or insufficient accessand/or egress- Poor housekeeping- Uncomfortable or cramped workconditions- Unstable footing- Work activity of others- Weather conditions

M (2) (Medium)

United Scanning employee/s Client

• Inspect the work area for hazards• Eliminate hazards where possible.• Ensure appropriate measures are taken should

hazards exist.• Raise any safety concerns with supervisor and

do not conduct work activity until all safetyconcerns are adequately dealt with

• Ensure safe access and egress is in place• Cleanup work area• Ensure there is adequate airflow• Ensure there is adequate lighting• Erect signs and barricading around area• Ensure firm footing• Ensure the weather conditions are conducive to

safe work activity, i.e. comfortable workingtemperature and dry. Use sunscreen and weartrousers and long sleeve shirts when exposed todirect sunlight

• Have First Aid Kit in close proximity and befamiliar with first aid personal

Operator

L (3) (Low)

!7

8 General Planning and considerations

- Presence of other trades- Presence of general public

M (2)(Medium)

United Scanning employee/sClien- Obtain permits as applicable- Complete (United Scanning) general proceduresstart checks

Operator L (3)(Low)

9 Set up;-Carry tools and equipment to worksite-Set up tools and equipmentand barricades

- Heavy equipment- Creation of obstacles- Faulty equipment M (2)

(Medium)

United Scanning employee/s- Limit load size- Use correct/alternative manual handling techniques- Keep work area neat and clean- Clear area of slip and trip hazards- Be aware of surroundings-Wear correct PPE- Ensure regular workshop servicing and completemachinery pre start check lists

Operator L (3)(Low)


10 Housekeeping Trips and slips.

M (2)(Medium)

Housekeeping standards are adequate to prevent other trades, personnel or members of the public from slipping or tripping on materials or associated discarded rubbish.

• Work areas are left clean and safe at the end ofeach working day.

• To prevent injury from poor housekeeping makesure:

• Workers are trained in good housekeepingpractices.

• Regular clean-ups occur throughout the workingday and at the conclusion

• Permit to be closed on completion, ofwork.

Discarded materials and rubbish is placed in designated areas or bins/skips.

Access ways are not obstructed by rubbish from work activity.

Operator

L (3)(Low)

11Working near the public injury to public:

• Trips / slips / falls• Struck by plant M (2)

(Medium)

When working near the public:• Erect rigid barriers and warning. Signs.• Follow site traffic management plan• Remove or make safe material stacks.• Make excavations safe or use a 1.8 metre

security fence for open excavations.

Operator

L (3)(Low)

!8


Employees involved in consultation, development and acceptance of this Safe Work Method Statement

Revisions 1 2 3 4 5

Initial / Date Jan 2018

Print Name: Signature Date signed Print Name: Signature Date signed

Personnel qualifications and experience required to complete the task (eg work at heights training)

Specific training required to complete this task: Engineering Details/Certificate/Regulatory Approvals

Site Induction

Construction Industry Safety Awareness Training

!9

Allistair Higgs 08-02-2019

!

Job Safety Analysis Checklist

Safety Hazards

❒ Fall to below

❒ Contact with Chemicals ❒ Fall to same level

❒ Contact with Pressure ❒ Dropped objects

❒ Overstress, strain, sprain ❒ Struck against

❒ Fire ❒ Struck by

❒ Explosion ❒ Caught between

❒ Engulfment

❒ Cuts / Abrasion

❒ Oxygen deficiency / excess

❒ Flying particles

❒ Atmospheric contaminants

❒ Burns - Hot, Cold, Acid

❒ Electrical contact

Health Hazards

❒Heat Stress

❒ Dust ❒Noise

❒ Biological Hazards ❒Radiation

❒ Synthetic Mineral Fibres ❒Vibration

❒ Asbestos ❒Contact with Chemicals

❒ Atmospheric Contaminants

Environmental Hazards

❒Chemicals

❒ Chemical Spills

! 10

Emergency Company Contact Information

Contact: Matthew Hill Position: Director Phone: 0433 724 921 Email: [email protected]

❒General Rubbish ❒ Hazardous Waste

concrete scanning report · 156 onslow road, shenton park wa 6008 tel: (08) 938 82810...

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