Note: * Projected length
2 B3
Note: Baldwin Spencer Building located at north of the site (Outside the boundary of the site plan) Note: All ground cover is grass
CL
7120 800
1195
778
2800
727
1620
Existing hedge with wire support
Tree 2: Trunk diameter = 60mm Canopy diameter = 2000mm
1800
Steel shelter
Note: Here is the existing concrete pedestrian footpath
800
Existing manhole cover 1000mm*1000mm Note: MSD Building located at east of the site (Outside the boundary of the site plan)
1000
Tree 1: Trunk diameter = 30mm Canopy diameter = 1000mm
Fall 4°
Relaxation deck
A-A
Brick wall
5640
CL
600
Brick wall engaged pier
C3
960
CL 3000
4440
The gaps between each decking board horizontally are 6mm and both sides of them are nailed on the joists
1920
A-A
C3
360
Note: Union House Building located at west of the site (Outside the boundary of the site plan)
1210
Roof sheets overlap every two sheets
2 C2
Roof sheet Lysaght Klip-Lok 406
CL
250 (W) x 100 (H) box gutter 80mm protruding from flashing Box gutter Fall 1:100 to this end above the pit
Flashing - Aluminum edge finish of the shelter Steamwater pit (800mm* 800mm)
4000
7300*
120
1 C2
N
CL
ROOF PLAN (including site) Scale: 1:50
Construction as Alchemy ARCH10002
2019 Studio Leader: Yi Lobachevsky Semester 1 Studio: 03 Friday 9:00 am
Name: Ziyang Yuan (Vincent) Student Number: 1025198
Part 1C : Steel Shelter
C1
CL
CL
1640
CL
4000
CL
1640
of supports: 1500(single), 1800 (end), 2100 (internal)/ max. overhang: 200 (unstiffened), 600 (stiffened) / Reference: Lysaght Roofing and walling installation manual, table 2.12.1
B1
1000
720
B1 Outriggers
CL
C1
B1 Outriggers
Outriggers welded to the top of the column
C1
RHS 150 x 100 x 6 columns connected to the outriggers via 310 x 100 x 10 column cap plate
B1
PURLINS P1
BEAMS
3000
4440
B1 P1
P1
P1
C1
In the viewports, the lin the section plane is cu will appear thicker tha alarmed if the lines ap
720
1000
CL
OTHER C1
B1 Outriggers
B1 Outriggers B1
Flashing using Galvanised Aluminum as edge finishs bolted to the spacers inside
C Purlins are connected to the UBs via the 125 x 75 UA 8 purlin cleat plate Bolted to purlins and welded to Universal Beams
The ends of the Unviersal Beams are mitred and then welded toghther at the web, the top anf bottom flange at every corners
Outrigger B1s are notched to the ring beams The top and bottom are cut away to allow two webs to connect
N
ROOF FRAMING PLAN
CL
RHS 150 x 100 x 6 columns / Hot rolled steel / Galvanized References: http://www.steelweb.info/150x100x6.htm
Outriggers/ B1
UniversaL Beam 180UB16 / max. span: 9000 / max. spacing: 4200 / Hot rolled steel / References: Lysaght Flashing Guide, table 2.10.1
Soffit
Decking board / max. span: 450 / max. spacing: N/A / F14 unseasoned pine / References: Table: 2. Decking board sizes and stress grades 4. Allowable decking board spans
Flashing
Galvanised Aluminum
Roof sheeting fixings
KL65 fixing clip for KLIP-LOK 406
Roof area calculation: 4250mm* 6930* = 29.45m^2
Scale: 1:50
720
UniversaL Beam 180UB16 / max. span: 9000 / max. spacing: 4200 / Hot rolled steel / References: Lysaght Flashing Guide, table 2.10.1
B2 etc.
P1 P1
COLUMNS
C1
C15015/ ‘C’ shaped Purlins / 1.2 (BMT) / max. span: 4200 / max. spacing: 2000 / cold formed steel / galvanized / References: Lysaght Flashing Guide, table 2.10.1
P2 etc.
B1 P1
C2-01 - ROOF FRAMING Layout size: 255mm x 1 Scale 1:50 Pan view to centre co
MEMBER SCHEDULE ROOF SHEET Lysaght Klip-Lok 406/ 0.48 (BMT) / min. roof pitch: 1 (1 in 50)/ max. spacing
7300* Note: * Projected length
3000
CL
C2-02 - ELEVATION Do not use1a screen sh Layout size: 200mm 120mm create yourx PDF as this Scale 1:50 too thick, and the scal Pan view to centre roof elevatio Galvanised Aluminum as edge finishes
720
Roor pitch 4°
250 (W) x 100 (H) box gutter
Roof sheet Lysaght KlipLok 406
detail 1
detail 2
C4
Flashing using Galvanised Aluminum as edge finishs
From the lowest point to the decking surface
RHS 150 x 100 x 6 columns
Ground line
Relaxation deck Concrete Stump
ELEVATION 1
Stairs to access sheltered deck
ELEVATION 2
Scale: 1:50
Construction as Alchemy ARCH10002
Ground line
2300
250 (W) x 100 (H) box gutter 80mm protruding from flashing
2690
C4
Scale: 1:50
2019 Studio Leader: Yi Lobachevsky Semester 1 Studio: 03 Friday 9:00 am
Name: Ziyang Yuan (Vincent) Student Number: 1025198
Part 1C : Steel Shelter
C2
CL
CL
1798
1686
CL
1725
CL
Flashing using Galvanised Aluminum as edge finishs bolted to the spacers inside
1600
1445
338
CL
CL
CL
CL
CL
4010
CL 1600
Flashing using Galvanised Aluminum as edge finishs bolted to the spacers inside
Fall 4° Outrigger beams are notched to the ring beams The top and bottom are cut away to allow two webs to connect
Furring channel Soffit lining using decking board 120mm* 35mm
C Purlins are connected to the UBs via the 125 x 75 UA 8 purlin cleat plate Bolted to purlins and welded to Universal Beams
2300
2690
RHS 150 x 100 x 6 columns connected to the outriggers via 310 x 100 x 10 column cap plate
From the lowest point to the decking surface
Stairs access to the sheltered deck
Hanging joists under decking board to support the hole (240mm* 240mm)
RHS 150 x 100 x 6 columns
Ground line
SECTION A-A [CUTTING ACROSS THE PURLIN CROSS SECTION] Scale: 1:20
Construction as Alchemy ARCH10002
2019 Studio Leader: Yi Lobachevsky Semester 1 Studio: 03 Friday 9:00 am
Name: Ziyang Yuan (Vincent) Student Number: 1025198
Part 1C : Steel Shelter
C3
C4-01 - DETAIL 1 Layout size: 200mm x 250mm Scale 1:5 Pan view to centre correct det Underlaps on one side and Overlaps on the other side to fix the roof sheet
C Purlins are connected to the UBs via the 125 x 75 UA 8 purlin cleat plate Bolted to purlins and welded to Universal Beams
Flashing fixed box gutter onto the C purlin Gutter bracket hang on purlins on both sides
Timber spacer 65mm* 130mm Bolted onto beam
Roof sheet Lysaght Klip-Lok 406 screwed onto purlins
Galvanised Aluminum lashing bolted onto the spacers
Timber spacer 45mm* 150mm Bolted onto beam
25
In the section viewports, the lin the section plane is cutting will appear thicker than when p alarmed if the lines appear too
320
Roof sheet Lysaght Klip-Lok 406 Fixed by KL65 fixing clip
Timber spacer 82mm* 60mm Bolted onto beam
Galvanised Aluminum lashing bolted onto the spacers
320
Do not use a screen shot of the create your PDF as this will mak too thick, and the scale to be d
Furring channel Bloted onto C purlins Soffit lining using decking board 120mm* 35mm Bolted onto the furring channel
Universal beam 180UB16
Timber spacer 45mm* 150mm Bolted onto beam
Universal beam 180UB16
C Purlins are connected to the UBs via the 125 x 75 UA 8 purlin cleat plate Bolted to purlins and welded to Universal Beams
Soffit lining using decking board 120mm* 35mm Bolted onto the furring channel
Furring channel Bloted onto C purlins
450
CL
DETAIL 1: BOX GUTTER DETAIL Scale: 1:5
Construction as Alchemy ARCH10002
2019 Studio Leader: Yi Lobachevsky Semester 1 Studio: 03 Friday 9:00 am
CL
DETAIL 2: ROOF EDGE DETAIL Scale: 1:5
Name: Ziyang Yuan (Vincent) Student Number: 1025198
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 Flashing - Aluminum edge finish of the shelter
250 (W) x 100 (H) box gutter 80mm protruding from flashing Box gutter Fall 1:100 to this end above the pit Brick wall
Soffit lining using decking board 120mm* 35mm Bolted onto the furring channel
Roof sheet Lysaght Klip-Lok 406
Flashing - Aluminum edge finish of the shelter
Underlaps on one side and Overlaps on the other side to fix the roof sheet
Relaxation deck
PERSPECTIVE 1 C Purlins are connected to the UBs via the 125 x 75 UA 8 purlin cleat plate Bolted to purlins and welded to Universal Beams
Hanging joists under decking board to support the hole (240mm* 240mm)
Furring channels spacing at 450mm between each other
Steel shelter Gutter bracket spacing at 1000mm between each other
Outrigger Beams are notched to the ring beams The top and bottom are cut away to allow two webs to connect
Hanging joists to support the hole (240mm* 240mm) 500mm dia x 1200mm column footings
3D HERO VIEW
Construction as Alchemy ARCH10002
PERSPECTIVE 2
2019 Studio Leader: Yi Lobachevsky Semester 1 Studio: 03 Friday 9:00 am
Name: Ziyang Yuan (Vincent) Student Number: 1025198
Part 1C : Steel Shelter
C5