Assignment 1C

Page 1

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


Turn static files into dynamic content formats.

Create a flipbook
Issuu converts static files into: digital portfolios, online yearbooks, online catalogs, digital photo albums and more. Sign up and create your flipbook.