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: [email protected]
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
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