section
A
CL
4680
width of roof (see elevation 2 for accurate measurement)
placement of roof with respect to wall and deck
495
Placement of splash pit with respect to deck
2310
1120
600
4480
Length of EB1 (see page 2 for accurate measurement)
4700 7295
600
Box gutter (fall: 2 degrees towards downpipe)
100
downpipe hole (diameter = 150)
4105
Fall (5 degree pitch)
5585
160
1120
Fall (5 degree pitch)
Area of roof: 100
length of roof = 1.3 + 4.38 m = 5.68 m width of roof = 4.5 + 0.045 + 0.045 m = 4.59 m area of roof = 5.68 x 4.59 m^2 = 26.07 m^2
N
Length of roof sheeting (see elevation 1 for accurate measurements) section A length of roof (see page 2 elevation 1 for accurate measurement)
elev
1
elev
2
Note: measurements seen from top view are accurate unless stated otherwise: turn to page 2 and 3 for accurate measures where stated.
ROOF PLAN (including site) Scale: 1:50
Construction as Alchemy ARCH10002
2018 Semester 2
Studio Leader: Dr Martin Fowler Studio: 20
Name: Manasi Chopdekar Student Number: 935401
Part 1C : Steel Shelter
C1
CL
4678 3000
764 76
CL
Display Mode: MEMBER SCHEDULE Layout to InDesign - Plans and Sections ROOF SHEET Lysaght Custom Blue Orb/ 0.80 (BMT) / min roof pitch: 5 (1 in 12) / max span: 1800 / max overhang: 600 / min radii: 300 / references: 2.12 Specifications (Technical) roofing (table 2.12.1), Custom blue orb design installation guide max spacing table Layout size: 255mm x 140mm Scale 1:50 PURLINS 152 x 64 / Lysaght Cee C15015 / 1.5 (BMT ) / max. span: 7200 / max. spacing: P1 Pan view5100to/ cold centre correct of roofhttps://bit. in formed zinc-coated steel/portion galvanized / references: ly/2yLygGO the view BEAMS NOTE: this isUniversal an engineering plan 180 UB16 beam / max span: 5100 style / max spacing: 6500 / material: hot B1 rolled steel / galvanized / references: https://bit.ly/2pZfoA9 showing single lines for the roof beams COLUMNS and purlins etc. | The deck, footings and 89 x 89 x 5 SHS (Square hollow section) / material: steel / galvanized / C1 references: should https://bit.ly92R0bJ0k site elements not be shown.
width of roof
76 764
placement of C1 with respect to roof width
700 76
1090
4000
CL 1369
4012
5552
1369
C L CL 355
CL
770
CL
placement of C1 with respect to roof length (see elevation 1 for accurate measurements) placement of P1 (see page 3 for accurate measurements)
OTHER
Length of roof (see elevation 1 for accurate measurement)
180 UB16 Universal beam / max span: 5100 / max spacing: 6500 / material: hot rolled steel / galvanized / references: https://bit.ly/2pZfoA9
700
76
1369
CL
770
CL
CL
EB1
placement of outrigger B1 (see page 3 for accurate measurements)
1190
2298
1190
CL
Length of outrigger B1
CL
ROOF FRAMING PLAN
Note: measurements seen from top view are accurate unless stated otherwise: turn to page ? for accurate measures where stated.
Scale: 1:50
3928 4100
1100 300
76 800 90
45L
L 45
4500
180
4150
90
180
90
1150 200 800 76
4380
180
90
1300
Display Mode: Layout to InDesign - Elevation Layout size: 200mm x 120mm Scale 1:50 Pan view to align the ground level with the guide ground line drawn on the layout. NOTE: ElevationC1 and Elevation 2 must be perpendicular to eachCother.
20
C1+ little footing = 2750 + 20
C1 + little footing = 2450 + 20
2750
Downpipe of diameter 150
e
865
500
3500
500
ELEVATION 1
2500
500
710
ELEVATION 2
Scale: 1:50
Construction as Alchemy ARCH10002
500
guide ground line
Scale: 1:50
2018 Semester 2
Studio Leader: Dr Martin Fowler Studio: 20
Name: Manasi Chopdekar Student Number: 935401
Part 1C : Steel Shelter
C2
C1 placing Roof sheeting (50 mm overhang above box gutter P1, B1 outrigger and EB1, custom blue orb soffit placing
90
800
4560
1185
646
253
76
1150 200 90 6 262 0 283 60
1300
60
4150 1300
60
566
90
646
90 6045 180
Box gutter placing
800
76
4190 3928
detail
2
detail
20
2750
1
SECTION A-A [CUTTING ACROSS THE PURLINS] Scale: 1:20
Construction as Alchemy ARCH10002
2018 Semester 2
Studio Leader: Dr Martin Fowler Studio: 20
Name: Manasi Chopdekar Student Number: 935401
Part 1C : Steel Shelter
C3
Fall (5 degrees)
Custom blue orb roof Flashing sheeting (50 mm overhang above box gutter)
es)
Fall (5 degre
250
Box gutter (fall of 2 degrees) 250 x 100
Roof capping of custom blue orb sheeting to ensure no rain water comes in contact with U beam
es)
Fall (5 degre
Lysaght custom blue orb roof sheeting
EB1 Custom blue orb soffit B1
timber structural member to support capping
Cleat P1
Primary structural member B1
Box Gutter bracket Downpipe
Cleat P1 Lysaght custom blue orb soffit
DETAIL 1: BOX GUTTER DETAIL
Construction as Alchemy ARCH10002
DETAIL 2: ROOF EDGE DETAIL
Scale: 1:5
2018 Semester 2
Studio Leader: Dr Martin Fowler Studio: 20
Name: Manasi Chopdekar Student Number: 935401
Scale: 1:5
Part 1C : Steel Shelter
C4
Roof finishing by U beams on all 4 sides
Custom blue orb roof sheeting Fall
Capping at edges of roof sheeting to prevent water contact with U beam
Downpipe inside box gutter Box gutter of 2 degree fall towards downpipe Fall
Display Mode: Layout to InDesign - Perspectives Downpipe Custom blue 250mm x 250mm Layout size: orb soffit Pan and orbit view to centre overall view in the layo Adjust the scale to maximise theC1view you have sel footing of height 1200
Roof support: C1
PERSPECTIVE 1 Box gutter
Downpipe
P1
B1 outriggers of 1190 length Roof finishing by EB1on all 4 sides
Cleats welded into B1 connecting B1 and P1
3D HERO VIEW
Construction as Alchemy ARCH10002
C1 pass through deck boards but not joists or bearers
PERSPECTIVE 2
2018 Semester 2
Studio Leader: Dr Martin Fowler Studio: 20
Name: Manasi Chopdekar Student Number: 935401
Part 1C : Steel Shelter
C5