elev
1
Ring beam using Universal Beam 180UB16
A
380
560 x 560 x 510 Storm Water Pit
B
Scale: 1:200
720
A= 7.20 m^2 B= 21 m^2
Stratco Flashing for waterproofing (see Detail 2) fall 1 °
5280 (projected roof span)
6380
Roof sheeting area: 7.20 + 21= 28.20 m^2
fall 10 °
fall 3 °
0.42 BMT Spandex roof sheeting with COLORBOND® factory pre-painted steel
8 roof sheets at 700 cover width with 82 mm side lap (Use RoofZips® M6 -11 x 25 for fastening)
Place screws through the crests, to maximise roof watertightness
section
A
250 x 100 box gutter (see Detail 1)
(see Section A for the real length of the roof elements)
3 Bend Ridge Cap (0.55 mm thick)
section
tree with 400 mm diameter trunk
1810
5990 (projected roof span)
935 elev
8735
N
A
2
ROOF PLAN (including site) Scale: 1:50
Construction as Alchemy ARCH10002
2019 Studio Leader: William Orr Semester 2 Studio: 21
Part 1C : Steel Shelter
C1
1210
CL
CL
4000 (column spacing)
665
CL
projected beam span beam spacing
overhang: 300 (unstiffened), 600 (stiffened)/ reference: https://cdn.dcs. lysaght.com/download/lysaght-roofing-walling-installation-manual
PURLINS
B1
B1
P1
Columns and beam welded with 310 x 100 x 10 column cap plate
C1
C1
P2
2900
P1 P1
P2 P2
P1
References: https://professionals.lysaght.com/sites/default/files/ LysaghtZedCeesPart1July2014.pdf, Lysaght Zed and Cee purlins and girts user guide
B1
P1
C1
a bolted beam to beam connection with 125 x 75 UA 8
C1
In the viewports, the lin the section plane is cu will appear thicker tha alarmed if 1the lines ap C2-02 - ELEVATION COLUMNS
1800
B1 CL
CL
330 projected purlin spacing
CL
5875 (see Section A for the real length of the roof elements)
100x100x50 gutter spout
fall 1 0°
Bracket (BR)
125 x 75 UA 8 / Steel / galvanised
Column cap plate
310 x 100 x 10 / Steel / galvanised
Timber board (T1)
35 x 120 / Timber
Layout size: 200mm x 120mm Do not use a screen sh Scale 1:50 yourroof PDFelevatio as this Pan viewcreate to centre too thick, and the scal soffit lining using 35 x 120 timber boards
600
1800
fall 3 °
B2 1800
1800
375
CL
RHS 150 x 100 x 6 columns at 4000mm x 3000mm spacings / Steel / ALLGAL® / reference: https://www.orrconsteel.com.au/products/tube-pipe/structural/ rectangular-hollow-section
600
CL
2965 (Lowest column)
Scale: 1:50
CL
1120
CL
OTHER
3245 (Highest column)
ROOF FRAMING PLAN
365
B1
B1
B1 85
CL
Universal Beam 180UB16 / max. span: 5900 / max. spacing: 3000 / hot-rolled steel / galvanised / reference: https://cdn.dcs.lysaght.com/download/ lysaght-roofing-walling-installation-manual 75 x 50 UA 5 / for edge detailing / hot-rolled steel / galvanised / reference: https://cdn.dcs.lysaght.com/download/lysaght-roofing-walling-installationmanual
B2
C1
CL CL
Z15015 / z-purlin / 1.2 (BMT ) / max. span: 7200 / max. spacing: 2400 / coldformed steel / galvanised
C15015 / c-purlin / 1.2 (BMT ) / max. span: 7200 / max. spacing: 2400 / coldformed steel / galvanised
BEAMS
1145 outrigger beam span
5190 (Beam Span)
1145 outrigger beam span
B2
C2-01 - ROOF FRAMING Layout size: 255mm x 1 Scale 1:50 Pan view to centre co This layout does not us
MEMBER SCHEDULE ROOF SHEET Spandek/ 0.42 (BMT) / min. roof pitch: 3 (1 in 20)/ max. span: 2400 / max.
2965 (Lowest column)
CL
CL
5875
3245 (Highest column)
CL
1095
100
2900
100
1085
5280
ELEVATION 1
ELEVATION 2
Scale: 1:50
Construction as Alchemy ARCH10002
Scale: 1:50
2019 Studio Leader: William Orr Semester 2 Studio: 21
Part 1C : Steel Shelter
C2
4180
1835 1215
CL
g
pacin eam S
B
CL
145
pacing
365
CL
CL CL
1125
200
185
1800
CL
CL
CL
1800
CL
675 CL
395
CL
3 Bend Ridge Cap (0.55 mm thick) Fire resistant fibreglass
Purlin S
detail
2
detail
1
(longer RHS columns) 3245
1800
(shorter RHS columns) 2965
100x100x50 gutter spout
600
560 x 560 x 510 Storm Water Pit
500mm dia x 1200mm column footings
SECTION A [CUTTING ACROSS THE PURLIN CROSS SECTION] Scale: 1:20
Construction as Alchemy ARCH10002
2019 Studio Leader: William Orr Semester 2 Studio: 21
Part 1C : Steel Shelter
C3
0.42 BMT Spandex roof sheeting with COLORBOND® factory pre-painted steel
Joint Sealant with Backing Rod
Customized Stratco Flashing for waterproofing (Be sure that flashing fit closely. Transverse flashings should be notched or scribed)
P2
Acoustic Insulation
125 x 75 UA 8 Steel Bracket
Timber packet
In In the section viewports, the lin the section plane is cutting th will appear thicker than whenwp al alarmed if the lines appear too
Timber packet
B1
BR
B1
175
B2
T1
T1
75
B2 100x100x50 gutter spout soffit
Box gutter support sheet (Spandex) to support the bottom of gutter
125 x 75 UA 8 Steel Bracket
box gutter bracket at every 800 mm
RONDO KEYLOCK® adjustable suspension hanger
175
Joint Sealant with Backing Rod
Acoustic Insulation
75
Customized Stratco Flashing for waterproofing
C C4-01 - DETAIL 1 Layout size: 200mm x 250mm La Sc Scale 1:5 Pa Pan view to centre correct det
B2 for edge detailing (refer to Member Schedule)
furring channel spaced at 450mm to support 35x120 timber board
Do Do not use a screen shot of the cr create your PDF as this will mak too thick, and the scale to betod C1
6 mm gap
soffit lining
RONDO KEYLOCK® adjustable suspension hanger
furring channel spaced at 450mm to support 35x120 timber board
DETAIL 1: BOX GUTTER DETAIL Scale: 1:5
Construction as Alchemy ARCH10002
2019 Studio Leader: William Orr Semester 2 Studio: 21
DETAIL 2: ROOF EDGE DETAIL Scale: 1:5
Part 1C : Steel Shelter
C4
C5-01 - 3D HERO VIEW Layout size: 250mm x 25 Orbit and pan to show roof deck and wall con
0.42 BMT Spandex roof sheeting with COLORBONDÂŽ factory pre-painted steel
soffit lining (the interior elements are hidden for aesthetic purposes)
3 Bend Ridge Cap (0.55 mm thick)
(see detail 2)
box gutter
sheltered area of the deck
500mm dia x 1200mm column footings
concrete steps
PERSPECTIVE 1 100x100x50 gutter spout
sections should be kept off the ground if not required immedate use
125 x 75 UA 8 Steel Bracket outrigger
Fasia Capping flashing fixed at every 3rd rib
Cut through the deck (joist trimmers are not necessary as 145mm is within the allowable joist spacing overhang)
560 x 560 x 510 Storm Water Pit to collect rainwater
500mm dia x 1200mm column footings
3D HERO VIEW
Construction as Alchemy ARCH10002
PERSPECTIVE 2
2019 Studio Leader: William Orr Semester 2 Studio: 21
Part 1C : Steel Shelter
C5