Reference point - 30 diameter sapling with canopy radius of 500 and height of 3M C L
2800
3300
800 thick, 1500 high hedge with metal meshing
60 diameter sapling with canopy radius of 1000 and height of 4m Width of shelter limited by C L saplings, allowing ample space for future growth Capping folded overlap to follow flow of 7.5° fall and divert water away from edge
4950
1° Fall (1:100)
C2
7 roof sheets at 700 cover width
500 diameter woodchips site of former tree section
C3
section
detail 2
C4
C3
7.5° Fall
500x500x1000 drainage pit with galvanised steel grate
N
TOTAL AREA: 4910 x 4645 + 4910 x 1580 = 22.607m2 + 7.756m2 = 30.36m2
Projected roof span
7.5° Fall
500x500x1000 drainage pit with galvanised steel grate 1415
7.5° Fall dictates max roof length of 77m based on peak rainfall ARI of 200mm/hr in Melbourne region (Table 6.2.1 - Lysaght Roofing Walling Installation Manual)
100x100x50 spout
Roofing includes Thermatech solar reflectance technology to remain cooler in Summer Roofing piercefixed with 4 fasteners per sheet, use type 17 self-drilling screws with hex washer head and EPDM sealing washers, screw through crest for maximum water tightness
Projected roof span
elev 1
4900
Colorbond Paperbark prepainted steel, complements cream bricks and contrasts to timber decking
4445
elev 2
C2
ROOF PLAN (including site) Scale: 1:50
Construction as Alchemy ARCH10002
2019 Studio Leader: Yi Lobachevsky Semester 1 Studio: 03
Name: Will Scobie Student Number: 892855
Part 1C : Steel Shelter
C1
Projected beam spacing
1150
C L
C L
4035
975
2 degrees (updated from 3 degrees August 2016) / max span: 1423 max. allowable span: 1300 (single span), 1800 (end span), 2400 (internal span) / max. overhang: 300 / References: https://professionals.lysaght.com/sites/default/files/techincal_specs/ DesignInstallationGuideSPANDEK.pdf https://professionals.lysaght.com/sites/default/files/ LysaghtSpandek2DegreeRoofPitchTechsheetAugust2016.pdf
B1 C1
C1
1015
B1
Beams welded together in mitre joints
PURLINS
Section size: 150 / Shape: CEE Section / Thickness: 1.2 (BMT ) / max. span: 4900/ max. spacing 1423 (dependant on max. span of roofing) / Material: Cold-formed steel / Finish: galvanised / References: https://professionals.lysaght.com/sites/default/files/techincal_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
For accurate measurements of projected dimensions see C3
3000
P1 B1
P1
P1
P1
P1
B1 P1
Outrigger beam span
P1
Beam span 4900
C2-01 - ROOF FRAMING Layout size: 255mm x 1 Scale 1:50 Pan view to centre co
MEMBER SCHEDULE ROOF SHEET Profile type: Spandek / Thickness: 0.42 (BMT) / min. roof pitch permitted:
C L
B1
In the viewports, the lin the section plane is cu will appear thicker tha alarmed if the lines ap C2-02 - ELEVATION 1 Do 200mm not use xa120mm screen sh Layout size: create your PDF as this Scale 1:50 thick, and scal Pan viewtoo to centre roofthe elevatio COLUMNS
Section size & shape: c / Material: Steel / Finish: Galvanised / Spacing: 4000 x 3000 / References https://www.blackwoods.com.au/steel-and-metals/steelrhs-rolled-hollow-section/rhs-rectangles-primed/rhs-steel-c350-150x100x6-0mm8-0m-lgth/p/02049157
Projected beam span
ROOF FRAMING PLAN
C1
Column spacing
C L
1240
C L
1425
1580
C L
C L
1425
1425
C L L C
150
Projected purlin spacing
150
C L C L
OTHER
B1
B1
1015
C1
C1
4645
Scale: 1:50
Highest point of shelter 3695 above ground
4910
Soffit
Custom Blue Orb Zincalume steel roofing sheets, 0.60 BMT, cover width 762
4635
7.5° Fall
7.5° Fall
610
610
2210
3695 2400
Section size & shape: 0.55 (BMT) length and width varies, material / finish: galvanised aluminium references https://professionals.lysaght.com/sites/ default/files/FlashingGuide.pdf
1595
Lowest point of shelter 2210 above timber deck
C L
3000
C L
ELEVATION 1
Groundline
C L
4000
C L
ELEVATION 2
Scale: 1:50
Construction as Alchemy ARCH10002
Flashing
3695
C L
3465
Column spacing
C L
4000
3055
C L
Scale: 1:50
2019 Studio Leader: Yi Lobachevsky Semester 1 Studio: 03
Name: Will Scobie Student Number: 892855
Part 1C : Steel Shelter
C2
Structure
span
acing
acing
detail 2
CL
975
1580
Beam sp Purlin sp
CL
4645
C L
C L
150 7.5° Fall
4035
C L
1150
1240
C L
CL
CL
150
1425 7.5° Fall
CL
1425
CL
1425
CL
C4
C4
Custom Blue Orb roof sheeting soffit lining matchs directional span of timber decking
3100
Gutter cuts through webbing of beam and is secured by gutter bracket
3520
detail 1
Purlins secured with M12 Lysaght purlin bolts, standard grade 4.6 bolts with integrated washers tightened to 55Nm torque
Groundline
Column footings 500 diameter x 1200 depth
SECTION 1 [CUTTING ACROSS THE PURLIN CROSS SECTION] Scale: 1:20
Construction as Alchemy ARCH10002
2019 Studio Leader: Yi Lobachevsky Semester 1 Studio: 03
Name: Will Scobie Student Number: 892855
Part 1C : Steel Shelter
C3
C4-01 - DETAIL 1 Layout size: 200mm x 250mm Scale 1:5 Pan view to centre correct det Roof Edge Detail
Capillary break prevents wicking of water, providing an extra barrier
25x35x75 packers lift roofing above beam structure, bolted to purlins and screwed into through roof sheeting Beams bolted on top of 310x100x10 steel column plates, which are welded onto columns
Purlins sit within the depth of beams
Gutter bracket is secured to 40mm roof overhang either and folds over purlin side to divert water into gutter
7.5 degree sloped pitch of roof effectively directs water away to the gutter
150 wide capping diverts water away from edges Spandek 0.42 BMT Colorbond steel roof sheeting
Side lap fasteners to be included at builders discretion
Capping follows profile of roof sheeting to provide capillary break and direct water away from edges
In the section viewports, the lin the section plane is cutting will appear thicker than when p alarmed if the lines appear too 100x100x50 galvanised aluminium spout directs water out of gutter into rainwater pit
Custom flange on flashing follows profile of overall structure
10mm gap to allow for capillary break
42.75x140 packers fits inside the profile of beams
Gutter backing board prevents multi-directional outflow of water, diverting to spout instead
Flashing folds under soffit to provide drip break to provent moisture from Spandek entering from support sheet to underside secure rigidity of box gutter and support 1:100 pitch and prevent ponding
65x65x20 packers to provide extra depth to furring channels and soffit lining, bolted to purlins
DETAIL 1: BOX GUTTER DETAIL Scale: 1:5
Construction as Alchemy ARCH10002
2019 Studio Leader: Yi Lobachevsky Semester 1 Studio: 03
Hot rolled 125x75xUA8 steel cleat plates welded to beams and bolted to purlins
Capillary drip to divert flow of moisture
Do not use a screen shot of the create your PDF as this will mak too thick, and the scale to be d Custom Blue Orb soffit at
Furring channels spaced at 600 to attach Custom Blue Orb soffit
35x25x75 packers bolted to purlins, placed every 2nd crest to screw roof sheeting to, 4 fasteners per sheet of roofing
Zincalume furring channels secure through pierce screw fixing
DETAIL 2: ROOF EDGE DETAIL Scale: 1:5
Name: Will Scobie Student Number: 892855
Part 1C : Steel Shelter
C4
Roofing allows for future growth of tree, also enabling more light penetration from nothern side
C5-01 - 3D HERO VIEW Layout size: 250mm x 25 Orbit and pan to show roof deck and wall con Internal structure hidden by soffit and flashing
Roof extends further than the deck to provide sheltered space for sitting on edge of deck and a sheltered stage
Soffit runs parallel to timber decking
100x100x50 gutter spout to direct water to drainage pit
PERSPECTIVE 1 Outriggers bolted to column capping plate and welded to ring beam
Performative space sheltered providing both acoustic and weather protection
Western side open to enable enjoyment of afternoon sun
Joist hangers used to cut through decking to allow for column
3D HERO VIEW
Construction as Alchemy ARCH10002
500x500x1000 drainage pit to control outflow of water and direct water to stormwater drainage Drainage pit placed system away from area of influece of footings
PERSPECTIVE 2
2019 Studio Leader: Yi Lobachevsky Semester 1 Studio: 03
Name: Will Scobie Student Number: 892855
Part 1C : Steel Shelter
C5