CUSTOM BLUE ORB PROFILE CURVED SHEETING
=
=
0.66 TCT (COLOURBOND FINISH GREEN)
CUT SHEETING, AND REMOVE ANY
FIXED TO PURLINS WITH CREST FASTENED
SHARP BURRS, TO ENSURE TROUGH
SCREWS AND CYCLONE WASHERS IN
EDGE FINISHES FLUSH WITH CHS POST
=
ACCORDANCE WITH D.T.C. M/101/5.
=
END OF
10^
CLADDING.
.
75
1050
=
RAD
50 x 50 x 3 SHS
=
=
825
GRADE 350 PURLINS
114.3 x 4.8 CHS
U.N.O.
50 x 50 x 3 SHS
GRADE 350 POST
GRADE 350 PURLIN
820
500 MIN. CLEAR
1 IN 40
MAX.
WELDED TO PURLIN.
1 : 20
BOLTS & END PLATE
NOTES
GENERAL
AS PER DETAIL 1.
3040
FRONT ELEVATION
FUTURE CONCRETE
G1 CONFIRM LOCATION OF SERVICES PRIOR TO COMMENCING ANY EXCAVATION.
SLAB, PAVING,
G2 FOR ALTERNATIVE FOUNDATION TYPES, CONSULT STRUCTURAL ENGINEER.
OR GRAVEL BASE.
G3 ENSURE ADEQUATE MEASURES ARE UNDERTAKEN WHEN LIFTING ASSEMBLED MODULE TO
AVOID DAMAGE TO PROTECTIVE COATING OR TO SHEETING
1 :50
SEE DETAIL 1
G4 DEAD WEIGHT OF ASSEMBLED MODULE, EXCLUDING FOOTINGS, IS APPROX.370 Kg.
DESIGN INFORMATION
D1 DEAD AND LIVE LOADS HAVE BEEN CALCULATED IN ACCORDANCE WITH AS1170.1.
INSTALLATION COST INCLUDES:
1. ONE PRECAST CONCRETE EXPOSED AGGREGATE BIN WITH
TYPICAL SECTION
FIBRE GLASS LID AS MANUFACTURED BY CSR HUMES.
2. ONE TIME TABLE OF BUS ROUTES CONSIST OF
PROOF FASTENERS.
330
FIX WITH M12 CUPHEAD BOLTS
10 TYP.
100 x 50 x 3 RHS GRADE 350
SOIL TYPE 1:- MEDIUM TO DENSE CLAY, OR SOFT ROCK.
20
NOTE:-
SOIL TYPE 2:- MEDIUM TO DENSE SANDS
FOR ALTERNATIVE SLAB
IF OTHER SOIL TYPES ENCOUNTERED, CONSULT STRUCTURAL ENGINEER.
FOUNDATION, REFER
CONCRETE
DRAWING B00-3047.
C1
COMPLY WITH AS3600 AND ALL REFERENCE STANDARDS
C2 ALL CONCRETE TO BE GRADE N20 U.N.O.
C3.
ALL REINFORCEMENT TO BE GRADE 400Y TO AS1302, COVER = 50mm U.N.O.
TIMBER
T1 COMPLY WITH AS1720 AND ALL REFERENCE STANDARDS.
M16 CONNECTION BOLT
455
WITH 3mm CAP PLATE
FOR REGION C TERRAIN CATEGORY 2. (Ms = Mt = 1.0. Mi = 0.9)
D3 FOUNDATIONS ARE BASED ON THE FOLLOWING:
FOR SEAT.
FROM EDGE. SHEETS SECURED TO BACKING WITH TAMPER
C
L PURLIN AND SUPPORT
LEXAN SHEET WITH 5mm DIA. HOLES PREDRILLED 15mm
450 MIN. HEIGHT ABOVE
D2 WIND LOADS HAVE BEEN CALCULATED IN ACCORDANCE WITH AS1170.2
1 :50
- 920x660 COLOURBOND SHEET COVERED WITH 3mm
90 x 45 F14 TIMBER SEATING.
PURLIN TO POST DETAIL
END OF CLADDING
455
SUPPORTS FOR SEAT
GRADE 350 POST
GRADE 350 PURLIN
50
2 No. 100 x 50 x 3 RHS
114.3 x 6.0 CHS
CFW TO POST.
100 x 50 x 3 RHS
T2 ALL TIMBER TO BE GRADE F14 HARDWOOD TO AS2878 U.N.O.
F.S.L.
T3 ALL DECKING TO BE FROM DRESSED SELANGUMUM BATU TIMBER SANDED SOOTH & FREE OF
FINISHED SURFACE.
SPLINTERS, WITH CHAMFERED EDGES
FUTURE CONCRETE SLAB,
STRUCTURAL STEELWORK
PAVING, OR GRAVEL BASE.
WEAK GROUT OVER
GREASED CONNECTION
S1
COMPLY WITH AS4100 AND ALL REFERENCE STANDARDS
S2 ALL WELDS TO BE 5mm CONTINUOUS FILLET WELDS TYPE GP FOR FULL PERIMETER
100
OF CONTACT U.N.O.
101.6 x 3.2 CHS SLEEVE x 100mm LONG
NOM.
S3 ALL STEELWORK TO BE GRADE 250 MINIMUM U.N.O.
WITH 18mm DIA HOLES TO SUIT
35 MNI. COVER TO BOLTS.
S4 ALL BOLTS TO BE GRADE 4.6/S TO AS1111 U.N.O.
M16 CONNECTION BOLT.
S5 ALL BOLTS, NUTS AND WASHERS TO BE HOT DIPPED GALVANISED TO AS4680.
CFW TO TOP OF ANCHOR PRIOR TO GALVANISING.
S6 ALL BOLT HOLES TO BE BOLT DIAMETER + 2mm U.N.O.
S7 ALL STEELWORK TO HAVE THE FOLLOWING SURFACE PROTECTIVE COATING :INSTANT FOUNDATIONS (AUST) PTY. LTD.
DEGREASE SURFACE TO AS1627.1 THEN ABRASIVE BLAST CLEAN TO AS1627.4 CLASS 2.5
FAS 25.65.900 GALVANISED ANCHOR
DETAIL 1
1 :20
COATING: 2 COATS OF DULUX DUREBILD STE, 100 MICRONS DFT EACH COAT.
NOTE: ANCHOR IS SUITABLE FOR
WARNING:
SPECIAL DESIGN
SOIL TYPES 1 AND 2.
MAY BE REQUIRED IF
COLOUR TO BE ADVISED.
S8 MAKE GOOD COLORBOND FINISH ON ALL CUT SHEETS.
SHELTER IS LOCATED ATOP
S9 PREFINISH EXPOSED SHEETING FASTENERS WITH AN OVEN BAKED
A CLIFF OR HILL.
DRAWN
THIS DRAWING IS REPRODUCED FROM APPROVED DRAWING B93-3625 D.
POLYMER COATING TO MATCH THE COLORBOND FINISH.
CHECKED
DARWIN REGION
S.H.W.
DATE
June 2006
DESIGNED
STANDARD SINGLE BAY
DATE
CHECKED
BUS SHELTER MODULE
1
TYPICAL SECTION CROSSFALL OF CONCRETE SLAB ADDED
FEB 2007
K.S.
DATE
June 2006
DESIGN PROJECT LEADER
No.
DESCRIPTION
AMENDMENTS
DATE
DATE
Northern Territory Government
PROJECT OFFICER
Department of
INIT.
Planning and Infrastructure
(WIND REGION C, TERRAIN CATEGORY 2.)
FILE No.
ASSET No.
SHEET No.
DRAWING No.
AMEND.
SHEET
SIZE
DATE
DATE
-
-
1 OF
1
C(S)2201 - 1
A3