C

D

BW1

BW1

BW2

BW1

BW2

BW1

108.11

BW1

BW2

BW2

BW2

BW2

MAX.

1400

NOM.

1400

BW2

BW2

BW2

BW2

BW2

CHAMBERS TO CIVIL ENGINEERS DETAILS

C

D

108.11

250250

LB1/

ULB1/

ULB1/

ULB1/

U

N16-125 TOP

N16

-200 T

OP A

ND B

TM.

3N20 T&B

EXTRA

PROVIDE 1N16 TOP

TO EACH FACE OF

PENETRATION

N.S.O.P. (TYPICAL)

LB1/

ULB1/

ULB1/

ULB1/

U

3N20 T&B

EXTRA

N16-125 TOP

100 DIAMETER AG LINE WITH FREE

DRAINING SURROUND TO FALLS.

TO HYDRAULIC CONSULTANT'S

REQUIREMENTS

REFER PLAN FOR SLAB

REINFORCEMENT

6N16 BARS BTM.

N12-200 TIES

6N16 BARS BTM.

N12-200 TIES

BW1 BEYOND

FREE DRAINING BACKFILL

N16-400 'L' BARS 600 LEGS

3N20 EXTRA TOP & BTM.

N.S.O.P.

STARTER BARS TO MATCH WALL

REINFORCEMENT (TYPICAL)

1200

600

FOUND ON STIFF CLAY OR

LAMINATE, MINIMUM BEARING

CAPACITY OF 150kPa

BW1 BEYOND

LB1

LB1

3N20 EXTRA TOP & BTM.

N.S.O.P.

400

1000 1000

400

SydneyLevel 11, 345 George Street, Sydney, N.S.W. 2000

Ph (02) 9241 4188 Email: sydney@northrop.com.au

ABN 81 094 433 100

0

JOB NUMBER

DRAWING NUMBER REVISION

DRAWING SHEET SIZE = B1

DRAWING TITLEPROJECTARCHITECTCLIENT

DRAWN:

DESIGNED:

JOB M

ANAGER:

VERIFIER:

DRAWINGS NOT TO BE USED FOR CONSTRUCTION UNLESS

VERIFICATION SIGNATURE HAS BEEN ADDED

THE COPYRIGHT OF THIS DRAWING REMAINS WITH NORTHROP

CONSULTING ENGINEERS PTY LTD

ALL SETOUT TO ARCHITECT'S DRAWINGS.

DIMENSIONS TO BE VERIFIED WITH ARCHITECT AND

BUILDER BEFORE COMMENCING SHOP DRAWINGS OR

SITE WORK. NORTHROP ACCEPTS NO RESPONSIBILITY

FOR THE USABILITY, COMPLETENESS OR SCALE OF

DRAWINGS TRANSFERRED ELECTRONICALLY.

STRUCTURAL DRAWING

1000 2000 3000 4000 5000

BUILDER

2

181044

TE-ST-NRP-08.11

MARK D

ORLING

AARON K

UK

AARON H

UGHES

-

THE UNIVERSITY OF SYDNEY

CHAU CHAK WING MUSEUM OSD TANK PLANS AND

DETAILS

OSD TANK BASE SLAB OSD TANK ROOF SLAB

AXONOMETRIC VIEW SECTION08.11

1

FOR STRUCTURAL SPECIFICATIONS REFER TO DRAWINGS S00.1# DRAWING SERIES

BASE SLAB TO BE 150mm THICK WITH SL82 MESH TOP

ROOF SLAB TO BE 250 THICK SLAB ON 1.0BMT BONDEK

CONCRETE SLAB STRENGTH TO BE f'c = 32MPa. MAX 700um SHRINKAGE, MIN 60mm

COVER TO ALL REINFORCEMENT WHERE SLAB CAST AGAINST GROUND, OTHERWSIE 50mm

TYP.

CORE FILL GROUT TO BE 32MPa

2-N12 x 1500 LONG TRIMMER BARS IN TOP AT ALL RE-ENTRANT CORNERS (TYPICAL)

PROVIDE SUBSOIL DRAINAGE UNDER SLAB AND AT BASE OF WALL

WALL AS PER HYDRAULIC ENGINEER'S DETAIL.

FOR LEVELS, DIMENSIONS FALLS AND STEPS REFER TO CIVIL ENGINEERS DETAILS.

GENERAL NOTES:

++ DENOTES SLAB STEP

400 DENOTES CONCRETE THICKNESS

DENOTES SPAN DIRECTION OF BONDEK RIBS

LEGEND

MEMBER SCHEDULE

MARK SIZE COMMENT(S)

LINTEL BEAM

LB1 110x170 ULTRALINTEL MINIMUM 200 BEARING

WALL SCHEDULE

MARK THICKNESS COMMENT(S)

BLOCK WALL

BW1 290 COREFILLED BLOCKWORK WALL WITH

N20-200 VERTICAL CENTRAL, N16-200

HORINZONTAL

OR

200 DINCEL WALL WITH N20-333

VERTICAL CENTRAL, N16-300

HORIZONTAL

BW2 290 COREFILLED BLOCKWORK WALL WITH

N16-200 VERTICAL CENTRAL

OR

200 DINCEL WALL WITH N16-333

VERTICAL CENTRAL

REV DESCRIPTION ISSUED VER'D APP'D DATE

1 ISSUED FOR CONSTRUCTION CERTIFICATE A.H. M.L.D. 22.05.18

2 ISSUED FOR CONSTRUCTION CERTIFICATE A.T. A.H. 31.05.18