Notes: roofing 1. lYSAGHT KLIP-LOK® 406 roof cladding 2. purlins - c section spaced at 900mm bolted to the roof beam using 10 cleat plate with 2 x M16 purlin bolts with 6 mm CFW - Continuous Fillet Weld - to roof beam 3. roof beams - 200 UB 18.2 4 . 20 diameter bracing rods fixed through web of roof beams and clamped. Steel rods to brace areas of roof.
wall systems Parameters walls build-up 5.lysaght longline cladding on 6. 2 x 6mm marine-grade plywood substrate lateral reinforcement - lower level for durability , on 6a. 25mm tophats - external, 7. permastop building blanket with reflective foil facing warmer side and mesh backing, for condensation control/sarking 8. 1 x 13mm plb with 35mm interior tophat 8a. plasterboard
21
parapet wall build-up
21
exterior - 5 - 7 of parameter wall
25 1
8b. lysaght spandex (purple) metal wall cladding on 35mm tophats
31 21
8c. capping fixing details - curved metal cap riveted on 0.7mm angle fixed to steel structure at top. Metal cap sits on timber packer which are fixed to the RHS steel frame
25 1
structural framing system - 2 way-braced framework
21
4 1
25 1
9. vertical members150 x 100 x4mm rhs at fin support 150x100x 2mm rhs mullions @450 centres
1
9a, horizontal members 150 x 100 x6mm rhs at fin support 10. 150x100x 4mm rhs mullions @450 centres
25 1
parapet FPL 168.05 ceiling system
9055
11
8c
24 1
8b ceiling 01 Fcl 166.50
10
11. Rondo KEY-LOCK® Suspended Ceiling System with furring channels. 12. level 00 Rondo KEY-LOCK® Suspended Ceiling System 24 level 00 & level 01
26 1
5 1
level 01
Ezy-Pelmet - a two-piece pre-finished, cold-rolled steel section for recessed window pelmet in plasterboard ceiling. furring channel wall track fixed to vertical edge of the exy pelmet.
21 1
25. downstrut - Suspended rods with suspension clips attached to top cross rails and one end and bracket anchored to slab (L00) or purlins (L01)
24 1
3000
26. 13mm plasterboard fixed to furring channels (not seen here, running Perpendicular) attached to cross rails.
8a 9a
footings 13. edge beam internal beams ON 50 MM COMPACTED FILL PROTECTED BY A LaYER OF VAPOUR BARRIER 13b. “ENGINEER FILL” COMPACTED SAND BED FOR FOOTING SUPPORT
17 1
14. pad footing @Section 2400 x 1000 @ 3000 depth
level 01 ffl 163.50
20 1
footings & slabs
15. bore piers @section down to the depth of 2.8 m at borehole 2 fom geotechical survey report
22 1
SLABS level 00 slabs 16. concrete slab with reinforcement, N12 steel mesh at 200mm spacing level 01 slabs - composite first floor
23 1
17. concrete slab with reinforcement, N12 steel mesh at 200mm spacing 22. edge beam at (500mm in section) around the perimeter of voids , transfer of loads to precast walls below. percast wall aligned at the edge and band beams
12 9
3000
24 1 7
level 00 ffl 159.75
9a 8 8a
pavement 18. concrete slab on double layer of polyethylene barrier. Sits on 100 mm compacted class ‘a’ rock over compacted clay 18a. expansion joints - saw cut induced crack allow contraction while concrete curing and thermal expansion once cured. Saw cut after 48 hrs of the concrete pour. SEALANT APPLIED TO JOINT GAPS FOR WATER PROOFING.
16 1 6
23. BOndex as ‘lost formwork’ spanning between the thickened beams with the ridge providing structural support across the span.
SMOOTH DOWEL BARS @300MM LONG AND 400MM CENTRES AT CONSTRUCTION JOINT FOR PAVING SLAB. DOWEL END (ONE-END) IS GREASED TO PREVENT BOND WITH CONCRETE. COMPRESSIVE NON-EXTRUDING FILLER/MEMBRANE APPLIED TO JOINT THEN CLOSED WITH SEALANT. 18B. 100MM COMPACTED CLASS ‘A’ ROCK
13A 1
SITE CONDITION AND SOIL PROFILE 19. angle of repose - 45 degrees ON class P SOIL PROFILE 19A . STABLE SOIL
13 1
18a 1
19B. SILTY CLAY WITH TREE ROOTS IN SOME AREAS , POSSIBLE DIFFERENTIAL MOVEMENT
sunshADES 20. TIMBER FINS SUPPORTED BY WELDED BRACKETS (21) ALONG THE HORIZONTAL MEMBER OF THE STEEL FRAME STRUCTURE. TOP OF FINS ARE CAP WITH ALUMINIUM FLASHING.
18 1
15 1 18B LOCATION
19 1 NORTH
REV
DESCRIPTION
BY
DATE
STATUS:
TUTOR - WILSON TANG
19B
UNIVERSITY OF MELBOURNE CONSTRUCTION DESIGN ABPL 30041 ASSIGNMENT 1
19A
CLIENT:
IVANHOE GRAMMAR SCHOOL draft by
RIZAL AMBOTANG, 641233 SITE:
PLENTY CAMPUS 730 BRIDGE IN ROAD, MERNDA
TITLE:
AXONOMETRIC DRAWING
SCALE AT A1:
1:20 PROJECT NO:
1
DATE:
DRAWN:
CHECKED:
RAA
18/03/2015 DRAWING NO:
REVISION:
1
0.1