Medium Gum Tree Big Gum Tree
Orientate the shelter to allow morning and afternoon sunlight in winter Ensure the columns of steel shelter do not interfere with the path leading to the deck
Small Gum Tree
15o
15o
Fall
4035
5940
Big Gum Tree
Butterfly roof with 15-degrees pitch on both sides that direct water into the box gutter at the middle Box gutter slightly tilted to direct water to the drainage opening 8400
Drainage opening to release the collected water at the end of box gutter Roof cappings around all four sides of roof edge to prevent water from entering through edge gaps
Splash Pit on the ground to collect water drippings from the box gutter
Big Brush Box Tree
ROOF PLAN (including site)
N
Scale: 1:50
Construction as Alchemy ARCH10002
2018 Semester 1
Studio Leader: Martin Fowler Studio: 19
Name: Lloyd Hsieh Student Number: 996484
Part 1C : Steel Shelter
C1
CL
4000
CL
MEMBER SCHEDULE ROOF SHEET Lysaght Spandek/ thickness (BMT): 0.42mm / min. roof pitch: 3-degree(1in50) / max. spacing: 1300mm for single, 1800mm for end, and 2400mm for internal/ Lysaght Roofing and Walling Installation Manual & CasA Week 08 Worksheet
CL CL 380
CL
CL
PURLINS
Cee section purlins
Z15012
E = 65mm, F = 61mm, and L = 15.5mm / Shape: Zed section / thickness (BMT ): 1.2mm / 2.0 Lysaght Zed&Cee Sections
C15012
B = 64mm, L = 14.5mm / Shape: Cee section / thickness (BMT ): 1.2mm / 2.0 Lysaght Zed&Cee Sections
BEAMS
Zed section purlins
100X75UA8
3910
3000
180UB16
COLUMNS 89x89x5 SHS
OTHER
Edge beam / material: steel / finish: galvanished Material: steel / finish: galvanished
250 (W) x 100 (H) box gutter + gutter support board
Columns support outriggers to allow wider roof (outriggers are welded together with the framing I beams)
CL
CL
Box gutter
Shape: Universal I Beam / thickness (BMT ): 7mm / material: steel / finish: galvanised
N
ROOF FRAMING PLAN Scale: 1:50
4035
593
2150
3340
3820
3250
Ground Line
Ground Line
ELEVATION 1
ELEVATION 2
Scale: 1:50
Construction as Alchemy ARCH10002
780
5170
Scale: 1:50
2018 Semester 1
Studio Leader: Martin Fowler Studio: 19
Name: Lloyd Hsieh Student Number: 996484
Part 1C : Steel Shelter
C2
CL C15012 Cee section purlin
CL
Z15012 Zed section purlin
1565
1110
2135
2740
CL
No interference between the decking’s pad footings and steel shelter’s footings
Opening created by carving out decking boards to allow column penetration Additional trimmer joists to frame and support the weak spots around the opening
SECTION A-A [CUTTING ACROSS THE PURLINS]
500
Scale: 1:20
Construction as Alchemy ARCH10002
2018 Semester 1
Studio Leader: Martin Fowler Studio: 19
Name: Lloyd Hsieh Student Number: 996484
Part 1C : Steel Shelter
C3
250 (W) x 100 (H) box gutter Nominal overhang to direct all water into the box gutter
Connection plate to join the purlin and the primary structural member Weld the plate onto structural I beam and screw to connect to the purlin
Water drip down at the edge ring beam and do not run to the underside of roof
roof capping with flashing to prevent capillary action
Ceiling battens screwed to the purlins to attach the soffit lining underneath
Capping to protect soffit lining from water damage
Box gutter support sheet to fully support the bottom of gutter along the whole length Box gutter bracket (adjustable for fall)
DETAIL 1: BOX GUTTER DETAIL
Construction as Alchemy ARCH10002
DETAIL 2: ROOF EDGE DETAIL
Scale: 1:5
2018 Semester 1
Studio Leader: Martin Fowler Studio: 19
Name: Lloyd Hsieh Student Number: 996484
Scale: 1:5
Part 1C : Steel Shelter
C4
PERSPECTIVE 1
3D HERO VIEW
Construction as Alchemy ARCH10002
PERSPECTIVE 2
2018 Semester 1
Studio Leader: Martin Fowler Studio: 19
Name: Lloyd Hsieh Student Number: 996484
Part 1C : Steel Shelter
C5