ARCH10002 Construction as Alchemy Assignment 1C

Page 1

40

7200 5 ° fall

Box gutter outlet with 6 ° fall 830

6 ° fall

20 ° fall

100 x 250 mm box gutter fixed on purlin using gutter brackets section

Concrete steps Riser:125mm Tread:300mm 4970

890

1 ° fall

5740

2

elev

1500

700 x 0.42mm Spandek roof sheet with crest fixing (Surface area: 27.3 m² )

section

A

2140mm tall double skin brick wall with 23.8%opening

A

CL

360

34 m² Unseasoned spotted gum timber decking

230

1665 1935

4800

CL

530mm Diameter existing tree at site 40mm Gap between face of brick wall and edge of timber deck finish

300 300 300

CL

500

elev

1

ROOF PLAN (including site) Scale: 1:50

Construction as Alchemy ARCH10002

N

2018 Semester 2

Studio Leader: [Stacie Ng] Studio: [17]

Name: [Wei He] Student Number: [952295]

Part 1C : Steel Shelter

C1


C L C L

1210

C L 340 C L

C L

1800

1800

4000

CL

C L

BMT: 0.42mm / min. roof pitch: 3 (1:20) / max. End span: 1300mm/ max. Internal span:2400mm/ max. Stiffened overhang: 600mm/ min. radii: 20m / Reference: Lysaght roofing

4000

PURLINS P1

89x89x5 mm Square hollow section Columns at 3000 X 4000 mm centers

BEAMS B1

228 x 105mm Unequal angle edge beam connected to Universal beams using 125x75UA8 connection plate bolted on EB1 and welded on B1

COLUMNS C1

C L

section size 173 x 90mm & I-beam / Material: steel / galvanized finish

section size: 89 x 89 x 5 mm & square hole section / Material: steel / zinc finish

Top hat

section size: 41 x 25mm/ BMT: 0.55mm/ Material: steel / Finish: galvanised coating/ Reference: Stramit top hat

SOFFIT

Easyclad/ BMT: 0.42 /Effective cover width: 300mm / max. span: 1500mm / Max. overhang :100mm/ material: Zincalume steel (Aluminium/zinc/ magnesium alloy coated steel) / references: Lysaght easyclad installation

EDGE BEAM

section size: 228 x 105mm/ Flange thickness: 5mm/ Unequal angle / steel / zinc finish

TH1

S1

C L 250 C L

EB1

CL

6510

section size:152 x 64mm / C-purlin / BMT: 1.2mm / max. spacing: 2400mm / steel / zinc finish / Reference: Lysaght Zed &Cee Sections

OTHER

935

B1

EB1

B1 C L

ROOF FRAMING PLAN

C L

C1

B1

B1 100

EB1

P1

P1

C1

P1 1 ° fall P1

EB1 P1

C1

C L

B1

C1

173 x 90mm Universal Beam welded on columns

935

EB1

B1

B1

B1

152 x 64mm c15012 C-purlin connected to Universal beams using 125x75UA8 connection plate bolted on P1 and welded on B1

5 ° fall

C L

20 ° fall

MEMBER SCHEDULE ROOF SHEET Spandek/

N

Scale: 1:50

230

24

700 x 0.42mm Spandek roof sheet with crest fixing (Surface area: 27.3 m² )

20 °

fall

150

0

228 x 105mm Unequal angle edge beam

5 ° fall

4000

4970

1 ° fall

all

2635 1690

1020

420

2635

2140

2140

2760 260 250

1460

2645

230

89x89x5 mm Square hollow section Columns at 3000 X 4000 mm centers

1460

420

300 x 0.42mm Easyclad Soffit fixed on top hats

2135 510

100 150 260

Ground Line

495

Box gutter outlet with 6 ° fall

620

3895 350

260 250

0

6°f

2595

135

34 m² Unseasoned spotted gum timber decking

Ground Line

2940

Double skin brick wall

ELEVATION 1

ELEVATION 2

Scale: 1:50

Construction as Alchemy ARCH10002

Scale: 1:50

2018 Semester 2

Studio Leader: [Stacie Ng] Studio: [17]

Name: [Wei He] Student Number: [952295]

Part 1C : Steel Shelter

C2


700 x 0.42mm Spandek roof sheet with crest fixing (Surface area: 27.3 m² )

173 x 90mm 180UB16 Secondary universal Beam welded on primary universal beam

41 x 25mm Galvanized steel top hat

300 x 0.42mm Easyclad Soffit fixed on top hats

173 x 90mm 180UB16 Universal Beam welded on columns

2140mm tall double skin brick wall with 23.8%opening

350 24

152 x 64mm c15012 C-pulin

230

20 °

228 x 105mm Unequal angle edge beam

fall

150

0

5 ° fall

4000 C L

detail 2

690 135

125x75UA8 Connection plate bolted on C-purlins and welded on I-beams

0

C L 520

detail 1

CL C L

CL

1800

1310

CL

490

CL

C4

3895

350

C4

1890

2135

2380

100 x 250 mm box gutter fixed on gutter bracket and gutter support board

89x89x5 mm Square hollow section Columns at 3000 X 4000 mm centers 34 m² Unseasoned spotted gum timber decking

500mm diameter x 1200mm column footings

SECTION A-A [CUTTING ACROSS THE PURLINS] Scale: 1:20

Construction as Alchemy ARCH10002

2018 Semester 2

Studio Leader: [Stacie Ng] Studio: [17]

Name: [Wei He] Student Number: [952295]

Part 1C : Steel Shelter

C3


700 x 0.42mm Spandek roof sheet with crest fixing

125x75UA8 Connection plate bolted on C-purlins and welded on I-beams

Box gutter outlet with 6 째 fall

152 x 64mm c15012 C-pulin

173 x 90mm 180UB16 Universal Beam welded on columns

173 x 90mm 180UB16 Secondary universal Beam welded on primary universal beam

125x75UA8 Connection plate bolted on C-purlins and welded on I-beams

152 x 64mm c15012 C-pulin

173 x 90mm 180UB16 primary universal beam welded on columns

CL

490

CL

228

90

fall

75 152 173

20 째

64

5 째 fall

5 째 fall

41

105

25

250

300 x 0.42mm Easyclad Soffit fixed on top hats

41 x 25mm Galvanised steel top hat

DETAIL 1: BOX GUTTER DETAIL

Construction as Alchemy ARCH10002

Metal box gutter bracket fix the box gutter on to purlins

100 x 250 mm box gutter

Metal box gutter flashing

300 x 0.42mm 89x89x5 mm Square hollow section Columns Easyclad Soffit fixed on top hats at 3000 X 4000 mm centers

DETAIL 2: ROOF EDGE DETAIL

Scale: 1:5

2018 Semester 2

Metal box gutter support sheet

Studio Leader: [Stacie Ng] Studio: [17]

Name: [Wei He] Student Number: [952295]

41 x 25mm Galvanised steel top hat

228 x 105mm Unequal angle edge beam

Flashing

Scale: 1:5

Part 1C : Steel Shelter

C4


700 x 0.42mm Spandek roof sheet with crest fixing 228 x 105mm Unequal angle edge beam Box gutter outlet with 6 ° fall

89x89x5 mm Square hollow section Columns at 3000 X 4000 mm centers

300 x 0.42mm Easyclad Soffit fixed on top hats

700 x 0.42mm Spandek roof sheet with crest fixing

228 x 105mm Unequal angle edge beam

2140mm tall double skin brick wall with 23.8%opening

Box gutter outlet with 6 ° fall 89x89x5 mm Square hollow section Columns at 3000 X 4000 mm centers

500mm diameter x 1200mm column footings

PERSPECTIVE 1 173 x 90mm 180UB16 Secondary universal Beam welded on primary universal beam

100 x 250 mm box gutter

152 x 64mm c15012 C-pulin

Concrete steps Riser:125mm Tread:300mm

34 m² Unseasoned spotted gum timber decking

2250 x 1350 x 250 mm Concrete pad footing joining three surrounding 600 x 600 x 250 mm concrete pad footings

173 x 90mm 180UB16 Universal Beam

228 x 105mm Unequal angle edge beam

600 x 400 mm reinforced concrete footings

500mm diameter x 1200mm column footings

500mm diameter x 1200mm column footings 600 x 400 mm reinforced concrete footings

3D HERO VIEW

Construction as Alchemy ARCH10002

PERSPECTIVE 2

2018 Semester 2

Studio Leader: [Stacie Ng] Studio: [17]

Name: [Wei He] Student Number: [952295]

Part 1C : Steel Shelter

C5


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