7 degree fall within 7.5 degree is suitable for rainfall ARI of 200mm/ hr in Melbourne region(Table 6.2.1 - Lysaght Roofing Walling installation Manual)
Gutter is connected with two shelters which is allowed water to go through the cover and then flows down the gutter to the ground
elev
1
5924 3971
7 degree fall
123
1830
7 degree fall
The egde of shelter is covered by capping board and decking in order to decorate and fix the egde
section
section
A
1
elev
4965
The capping use 75PFC which is distributed at the top and bottom of the edge
A
The opening is not covered by shelter which is suitable for tree to grow freely
Three roofs are joined together and expand to 4965 milimeters long
Area of roof: These part of shelter is not connected with decking which strengthen the connection to the ground and also allow people to go through
N
A1:(west side roof) 4965 x 4060 =20157.9 mm2
The gutter is placed at the intersection of the two shelters which a little spout (250*28*50mm) outside of the shelter but supported by I-beam
The shelter does not go with wall but provides another Shade area for people on the left side
A2(east side roof): 1909 x 4965 =9478.2 mm2 A1 + A2 =20157.9+9478.2 =29636.1 mm2
ROOF PLAN (including site) Scale: 1:50
Construction as Alchemy ARCH10002
2019 Studio Leader: Paul Di Nello Semester 2 Studio: 12
Name: CHUYIN QI Student Number: 1020385
Part 1C : Steel Shelter
C1
994
column spacing
cL
4000
MEMBER SCHEDULE
848
ROOF SHEET
cL
Beam weled together in mitre joints
cL
profile type:Lysaght Klip-Lok 406/ thickness : 0.48(BMT) / min. roof pitch permitted: 1(1 in 50) / max. span: 2100 / max. allowable span: 1500(single span),1800(end span), 2100(internal span)overhang : 600/ min. radii /
cL
references for this information: http://www.buildinglifeconsultancy.com/content/experimental-project-born
PURLINS
section size:150 / shape: CEE Section / thickness: 1.2 (BMT ) / max. span:4900 / max. spacing:1423(dependant on max.span of roofing) / material: Coldformed steel / finish: galvanised / references: https://professionals.lysaght.com/sites/default/files/technical_specs/ LysaghtZedsCeesPurlinsGirtsUserGuideJune2017.pdf
BEAMS
section size & shape: 180UB16 / max. span:6225 / max. spacing: 3000 / max. cantilever: 1200/material: Hot rolled steel / finish: galvanised / references: https://professionals.lysaght.com/sites/default/files/ LysaghtRoofingWallingInstallationManualJul2015.pdf
COLUMNS
section size & shape:c / material:steel / finish:galvanised / spacing:4000 x 3000/references: https://blackwoods.com.au/steel-and-metals/steel-rhs-rolled-hollow-section/ rhs-rectangles-primed/rhs-steel-c350-150x100x6-0mm-8-0m-lgth/p/02049157
4868
B1
C1
cL
Purlin spacing
Beam spacing
cL cL
1211
cL 1014
cL
1211
cL
1211
cL cL
1498
333
5464
cL
cL
3959 5840
OTHER
cL cL 867
Capping
cL cL
section size: 75PFC& shape : CEE Section/ material:Hot rolled section / finish:galvanised / references:
Beam span
cL
cL
column spacing
3000
P1
https://professionals.lysaght.com/sites/default/files/ LysaghtArchitecturalDetailingManualRoofWallFlashingJune2016.pdf
ROOF FRAMING PLAN Scale: 1:50
4965 955
100
911
ELEVATION 1
3044
786
Lowest height of the roof is 2444 mm
3830
The column extends into the baffle and is connected to the beam by plate
2444
3830
136 74 73 267 236
75 233 266 213
The height of the roof can allow people to go through
ELEVATION 2
Scale: 1:50
Construction as Alchemy ARCH10002
2900
4060
1909
2444
The shelter is 2444 mm above decking and 3044 above ground
100
Scale: 1:50
2019 Studio Leader: Paul Di Nello Semester 2 Studio: 12
Name: CHUYIN QI Student Number: 1020385
Part 1C : Steel Shelter
C2
structure
span
beam sp
an
purlin spa
n
cL
cL
c
197 L
873
The two cappings are connected by wooden boards, which modifies the edge of the shelter
1909
3990
cL
1500
cL
c 334 L
1219
cL
1022
cL
4066 1219
cL
1219
cL
cL197cL
detail
2
7 degree detail
1
Purlin is fixed with beam by using 125 x 75 x 8 purlin cleat plate The gutter is supported by gutter bracket
The underneath is the same roof shelter which is connected with I-beam and purlin
The column is fixed with beam by using 310 x 100 x 10 column cap plate
SECTION A-A [CUTTING ACROSS THE PURLIN CROSS SECTION] Scale: 1:20
Construction as Alchemy ARCH10002
2019 Studio Leader: Paul Di Nello Semester 2 Studio: 12
Name: CHUYIN QI Student Number: 1020385
Part 1C : Steel Shelter
C3
Gutter bracket hang on purins on both sides which helpes to support the gutter
There is a small opening at the end of the edge which becomes a spout
The texture of the roof divert water in to the gutter
Using 75PFC capping on the edge of the shelter Purlin is fixed with beam by using 125 x 75 x 8 purlin cleat plate
type your annotations into this text box and adjust the size of the text box to suit
Using timber to fill the gap between beam and plate
The two cappings are connected by wooden boards, which modifies the edge of the shelter
51x21mm timber prackers are used to provide an extra depth for purlin so that the purlin has the same depth as beam
small overhang on the roof helps to divert the water into the gutter
type your annotations into this text box and adjust the size of the text box to suit
The bottom of the roof is joined together to prevent the water
DETAIL 1: BOX GUTTER DETAIL Scale: 1:5
Construction as Alchemy ARCH10002
2019 Studio Leader: Paul Di Nello Semester 2 Studio: 12
Using 125 x 75 x 8 purlin cleat plate
Using nail to fix the shelter with beam
the top of the shelter is fixed with beam , which makes the structure more stable
The capping use 75PFC which is distributed at the top and bottom of the edge The bottom of the shelter is fixed with capping
Using timber to fill the gap between beam and plate
DETAIL 2: ROOF EDGE DETAIL Scale: 1:5
Name: CHUYIN QI Student Number: 1020385
Part 1C : Steel Shelter
C4
250*28*50mm spout helps to divert the water to the ground
The capping use 75PFC which is distributed at the top and bottom of the edge
The texture of the roof divert water in to the gutter
There is a small opening at the end of the edge which becomes a spout
PERSPECTIVE 1
The opening is not covered by shelter which is suitable for tree to grow freely
The gutter bracket has 500mm for each spacing
The purlin is strong enough to support the shelter
There is a small opening which allows the column pass through
3D HERO VIEW
Construction as Alchemy ARCH10002
PERSPECTIVE 2
2019 Studio Leader: Paul Di Nello Semester 2 Studio: 12
Name: CHUYIN QI Student Number: 1020385
There is a small opening at the end of the edge which becomes a spout
Part 1C : Steel Shelter
C5