A
C3
Column centreline. 250W x 100D ZINCALUME® steel box gutter
with 1:100 fall to downpipe.
LYSAGHT SPANDEK® roof sheeting. 180UB16 length of 4775mm.
180UB16 length of 2725mm.
Fall 1:100
Shelter is symmetrical along centreline.
1605
CL
5°
e1
Slop
5940
CL
2
C2
4000
Slop
e 15
°
CL
335
180UB16 length of 3440mm.
Roof sheeting crest fixed to purlins using screws to structural engineer’s specifications.
890 Column centreline.
3000 CL
4510 CL
Column centreline.
8400
A
C3
1
C2
ROOF PLAN (including site) Scale: 1:50
Construction as Alchemy ARCH10002
2018 Semester 1
Studio Leader: Evelyn Chin Studio: 11
Name: Je Tan Student Number: 915959
Part 1C : Steel Shelter
N
C1
C1 welded and bolted to OR1 using 250 x 90 x 8 end cap plate to structural engineer’s specifications.
MEMBER SCHEDULE ROOF SHEET LYSAGHT SPANDEK® / 0.48 (BMT) / min. roof pitch: 3 (1 in 50) / max. span:
2000 (single), 2200 (end), 3000 (internal) / max. overhang: 400 (unstiffened), 700 (stiffened) / min. radii: N/A / material: steel / finish: COLOURBOND® / references: Lysaght Roofing and Walling Installation Manual 2017: Table 2.12.1
B1 mitered at 64°
B1 B1 mitered at 116°
P1 C1
C1
OR1 B1
P1
B1
OR1
OR1 attached to B1 with double cope to structural engineer’s specificatons.
PURLINS
C15012 / C Purlin / 1.2 (BMT ) / max. span / max. spacing / material: GALVALSPAN® steel / finish: Z350 zinc coating (350g/m2 minimum coating mass) / references: Lysaght Zeds and Cees Purlin User Guide 2017
P1
BEAMS
180UB16 universal beam / max. span: 4675 / max. spacing: N/A / material: steel / finish: galvanised
B1
COLUMNS
P1 B1 mitered at 132°
SHS 89x89x5 / spacing at 3000 x 4000 centres / material: steel / finish: galvanised
C1
B1 mitered at 128°
P1
OTHER
B1
B1
OR1
P1 OR1 length of 510mm.
OR1
SHELTER AREA CALCULATION P1 bolted to 125 x 75 x 8 purlin cleat plate and welded to B1 to structural engineer’s specfications.
C1
C1
180UB16 universal beam / material: steel / finish: galvanised
OR1
y w
P1
OR1 length of 1145mm.
a
b
B
A
z
Area of A A = wx [sin(a)/2] A = 2.735m x 4.500m [sin(66)/2] A = 5.622m2
Area of B A = yz [sin(b)/2] A = 4.775m x 3.440m [sin(64)/2] A = 7.382m2
x
A + B = 13.004m2 Symmetrical shelter: Total area = 2(A + B) = 13.004 x 2
= 26.008m2
ROOF FRAMING PLAN
520
LYSAGHT SPANDEK® sheeting attached to purlins undeath shelter .
Display Mode: Layout to InDesign - Elevation Layout size: 200mm x 120mm Hole cut in universal beams for water Scale 1:50 discharge through downpipe. Pan view to align the ground level with the guide ground line drawn on the layout. NOTE: Elevation 1 and Elevation 2 must be perpendicular1to 15° 5° each other. 560
350
170
Scale: 1:50
2325 515
3920
2885 515
3920
89 x 89 x 5 SHS galvanised steel column with height of 3400 above ground line.
guide ground line
ELEVATION 1
ELEVATION 2
Scale: 1:50
Construction as Alchemy ARCH10002
Scale: 1:50
2018 Semester 1
Studio Leader: Evelyn Chin Studio: 11
Name: Je Tan Student Number: 915959
Part 1C : Steel Shelter
N
C2
180UB16 outrigger with length of 510mm.
C15012 purlin with length of 4400mm.
C15012 purlin with length of 4380mm.
520
Water discharched off shelter through downpipe on west side.
C15012 purlin with length of 4650mm. Distance of 180mm from edge beam and angled to follow edge beam.
2
C4
C L
1500
C L
1
C4
CL
89 x 89 x 5 SHS galvanised steel column.
CL
2885
4020
Outrigger bolted and welded to column to structural engineer’s specifications.
1500
LYSAGHT SPANDEKÂŽ as soffit lining. Attached to purlins and cut to fit within universal beams.
100
515
Decking notched 100mm x 100mm to accommodate column.
Compacted backfill for bracing stump. 500mm diameter x 1200mm deep concrete column footing to structural engineers specifications.
SECTION A-A [CUTTING ACROSS THE PURLINS] Scale: 1:20
Construction as Alchemy ARCH10002
2018 Semester 1
Studio Leader: Evelyn Chin Studio: 11
Name: Je Tan Student Number: 915959
Part 1C : Steel Shelter
C3
LYSAGHT SPANDEK® roofing.
250W x 100D ZINCALUME® steel box gutter with 1:100 fall to downpipe. Length of 4400mm. Gutter board along length of gutter. Length of 4400mm. Gutter straps attached to purlins to structural enginer’s specifications. Gutter strap spacing to not exceed 1200mm.
15°
LYSAGHT SPANDEK® roofing underneath flashing lap.
15°
0.48 BMT COLORBOND® flashing to weatherproofing enginer’s specifications. Fixed every third rib to roofing
15°
180UB16
LYSAUGHT SPANDEK® soffit lining with sealant and appropriate flashing to prevent capillary action. Crest fixed to purlins to structural engineer’s specifications. C15012 125 x 75 x 8 purlin cleat plate bolted to purlin and welded to UB.
LYSAGHT SPANDEK® soffit lining.
DETAIL 1: BOX GUTTER DETAIL
DETAIL 2: ROOF EDGE DETAIL
Scale: 1:5
Construction as Alchemy ARCH10002
2018 Semester 1
Scale: 1:5
Studio Leader: Evelyn Chin Studio: 11
Name: Je Tan Student Number: 915959
Part 1C : Steel Shelter
C4
LYSAGHT SPANDEK® to be finished in cream COLORBOND® to match cream wall.
Gutter discharge to downpipe.
Symmetrical design compliments symmetrical wall.
Shelter shades ajority of deck.
Minimal edge detailing compliments MSD design.
Galvanised steel columns to match exterior steel on MSD.
PERSPECTIVE 1
Trimmer joists to support notched boards.
Decking notched by 100 x 100 to accommodate columns.
Design provides rest area exposed to sunlight.
3D HERO VIEW
Construction as Alchemy ARCH10002
PERSPECTIVE 2
2018 Semester 1
Studio Leader: Evelyn Chin Studio: 11
Name: Je Tan Student Number: 915959
Part 1C : Steel Shelter
C5