architecture portfolio - atinder handa
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A RCH I T ECT U REA RCH I T ECT U REPORTFOLIOPORTFOLIO
AT INDER HANDAAT INDER HANDA
Atinder HandaEducation
Employment History
Technical Skills
Feb 2013 -Oct 2014
Mar 2014 -Apr 2014
Oct 2012 -Jul 2014
Nov 2012
Feb 2012 - Nov 2012
2011
Bachelor of Environments (Major in Architecture)The University of Melbourne, Parkville CampusCompleted Bachelors, Official Graduation 16 December 2014Result: Division A, Second Class Honours
Junior Student DrafterKahlon Group, Temp Part Time
Formatting of exported Revit drawings to AutoCADCollaborating on drawings via network shareRefinement of plans for apartment buildingProduction of marketing drawings for apartmentsUsing Xref to manage the creation of different sets of drawingsAutonomously working on projects
Various RolesAstron Constructions, Casual
Site clean upLandscapingGraphics Design (Logo, Banners & Business Card)CAD Work (Elevation Renderings & Plan Adjustments)
Building Thermal Performance Assessment Short CourseRMIT University, CBD CampusGained understanding of thermal characteristics of residential buildings
Bachelor of Design (Architecture)Deakin University, Geelong Waterfront CampusResult: Credit/Distinction
Victorian Certificate of Education (VCE)Taylors Lakes Secondary College
0433 721 552 | ahanda@outlook.com
AutoCADRevit
Bentley Microstation
SketchupLumion 4.5
Rhino 5.5Grasshopper
FirstRate 5Ecotect
AnalysisOctane Render
PhotoShop, InDesign &
Illustrator
Intermediate (3 years) Intermediate (2 years) Intermediate (3 years)
Basic (2 years) Advanced (2 years) Intermediate (8 Months) Intermediate (8 Months) Intermediate (2 Years) Basic (2 Months)
Intermediate (1 Year)
Intermediate (3 - 6 years)
Un iMe lb A rch i ve s2014 S2
O ut re G a l l e r y2014 S2
L AGI D e s ign Compet i t i on2014 S1
Ce nte r o f Mode r n A r t s2012 S2
Boat Hou se2013 S2
A rch iva l G a l l e r y2012 S2
Cons t r uc t i on D e s ign2014 S1
Cons t r uc t i on A na l ys i s2013 S2
D o cume nta t i on Se t2012 S2
V isua l i s a t i on - Re mode l i ng2012 S2
V isua l i s a t i on - Re s ide n t i a l
V i sua l i s a t i on - O the r
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16
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4
UNIMELB ARCHIVES Site PlanThis project was part of Studio A for Studio Fire in Semester 2 of 2014 . It is based around designing a new building for the University of Melbourne Archives. Click HERE for walk through video.
The Archives are located near the corner of Albert St and Sydney Rd in the heart of Brunswick. The challenges of this site included working with the surrounding buildings and attracting the crowd from Sydney Rd.
5
Basement Storage SystemsThe storage system in use is vital as it is the core function of an Archive. The systems were selected for efficiency and easy of use. The Model Wired Powered Mobile storage shelf (1) was the key product as it accounts for 60% of the total storage.
One of the operational requirements was no sunlight into the Archives. Due to this majority of the archives were placed underground in the basement. With the inclusion of two vertical access points the circulation was kept in-line with the NCC Fire Exit requirements and allowed easy access for staff.
6
Ground F loor Program Organisat ionThe major program is on the ground floor as its the most accessible. There are four different zones, Apartment, Archive, Public Areas and Staff Areas. Each zone has multiple areas in it and each area has different brief requirements.
The program is based on key brief requirements. Firstly the areas that require sunlight are spread around the edge of the north-west boundary. Then the Archive which require no sunlight is developed from the south-east corner. The entrance from north-east is used to engage the crowd on Sydney Rd.
Ground Floor Program
Level 1 Street Disturbance
7
Program Organisat ionLevel 1The purpose of the garden is the experience of place, instead of the purpose of the place like the basement archive. The language used in plan reflects this and creates journeys for people to explore. Areas closer to the street are open areas due to greater disturbance.
Open Area
Cafe
Screen
The purpose/function of an archive limits its interaction with the general public. By creating a public garden on the roof top this area can be used anytime of the day by the community, while also creating interest in the archives for the public.
8 Sections & Elevat ions
9Sketch Design Development & Explorat ion
10
OUTRE G ALLERYThis project was part of Studio Fire in Semester 2 of 2014. The site is on the corner of Sydney rd and Albert st, adjacent to the UniMelb Archives.
It is based around designing a new Gallery/Showroom for Outre Gallery, They already have a store on Elizabeth St CBD and are looking to expand. The three main experiences of the building are the Cafe, Art Gallery and the Book Shop.
11
12
Ground F loorThis design is based on the concept of cabinets of curiosity. Each major functional area of the building has its own cabinet, they are separated with a gap, but still connected via walkways. Creating bridges in-between them. Creating the feeling of a separate building.
There are cabinets for the Book Shop, Cafe, Gallery and the service areas and apartments are combined into their own Cabinet. The Cabinets are organised based on importance of street frontage, with Sydney Rd frontage being the most valuable as it is the most active.
13
Level 1 Sacred vs ProfaneAfter designing the cabinets some disruptions emerged. The purity of each cabinet was being distrusted by the profane areas such as the cash registers. The alley way in th middle acts to pull people out of the cabinets after they have finished, without disrupting the cabinet.
The experience of each cabinet is designed to be unique and express different emotions to the people the inside. Even though each cabinet is designed for a different experience all cabinets try to engage the user and create a space for them for reflect and relax.
14
Level 2 Si te PlanThe Bedrooms for the apartment are the only things that are placed on this level. This is to separate them from the remaining building on Level 1 and create a more private environment.
15Sketch Design Development & Explorat ion
Sect ion & Elevat ions
16
L AGI DES IGN COMPE TIT IONThe Land Art Generator Initiative Design Competition was the design brief for Studio Air Semester 1 2014. It is based around designing public art that generates clean energy for the City of
The design response had to be parametric, this was done using Rhino and Grasshopper. For full design process & response, please look at Studio Air Journal Part C, HERE. This project was part of a group.
17
The energy generation system created for this project used Algae to produce oils that can be refined for commercial use in cars. Each wall consists of two grid structures, one for the Algae circulation and one for structural integrity.
Energy Generat ion Concept
18
Site Layout ModelPart of developing a parametric response for this project was the level of detail in the model. Digitally this detail is visualised in rendering and so on, however for physical representation multiple models are needed to convey the same information, using detailed fabrication methods.
The site layout model is used to represent the overall configuration and layout of the walls on site.
19
Connect ion Deta i l ModelWal l Component ModelThis model was used to show the components in each wall and how they were organised and connected.
This model shows the connection detail between each component in the wall, down to the bolts used.
20
BOATHOUSEThe Boathouse was part of Studio Water for Semester 2 of 2013. This project is based on a redevelopment of the current Studley Park Boathouse in Kew.
The design response was based on responding to the site, integrating elements of the site such as water, rocks and vegetation. One of the particular challenges of this site was the slope of the landscape.
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The design response on the ground floor was based around attracting the public into the cafe and allowing circulation, that kept the private office spaces separate to the public area while also allowing both areas access to communal areas such as toilets.
Ground F loor
23
The Restaurant is designed to be more formal with its dedicated kitchen. It is made more flexible with the addition of the outdoor area adjacent to the restaurant. This can be used by the restaurant or by the public.
Level 1
24
CENTER OF MODER N ARTSThe center of modern arts was a project done in Studio 1B in Semester 2 of 2012. It was a design competition for the Brunswick Flee Market who were looking to open a new portable market in St Kilda. The Designs were based on Shipping containers.
They had to be transportable interstate on trucks as the market would shift on rotation. Once fully opened the Arts Centre is used to sell and create art work in forms of paintings and sculptures.
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ARCHIVAL G ALLERYThis project was part Studio 1B in Semester 2 of 2012. The site is based in the heart of Geelong CBD, it is an old car park that is going to be redeveloped.
The Archival Gallery is a combination of an Archive and an Art Gallery. There were unique challenges for this project, particularly dealing with the public access in the gallery and the security of the archives.
Site
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BasementSect ion & Elevat ionsThe Art Storage and Secure Archives are placed in the Basement as they do not require regular access and particularly not by the public.
29
Ground F loor Level 1The spaces on Level 1 are generally more private and secure, the major publicly accessible area is the reference space which is used as library and reading area.
Only half of the street frontage is used on the Ground Floor, this is to allow the public to flow through as the site analysis revealed this was currently happening. The Outdoor Exhibition is used to engage the public and tries to draw them into the Gallery Space.
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CONSTRUCTION DES IGNThis subject was in semester 1 of 2014. The task was to investigate construction technologies and methods by de-constructing and analysing the new Dandenong High School building designed by Hayball. A physical model and digital CAD section were used help deconstruction the building.
This is the section of the building that we were tasked with deconstruction and analysing. Particularly investigating the unique challenges this building presented to the architects.
Bui ld ing Sect ion
31
Bui ld ing Sect ion
32F ina l Model
33
34 Atinder Handa638238
Tutorial 7Aimee GoodwinBuilding A - Axo
1:20
Ground FFL 0.000
Ground Ceiling Height 2.850
1st Ceiling Height 2850 / SFL 6.550
1st FFL 3.700
Grid Line AK
Ground Ceiling Height 2600
1st Ceiling Height 2600 / SFL 6.300
Roo�ngA1: Stramit Speed Deck Ultra, Zincalume, BMT: 0.48 @ 8° FallA2: Stramit Speed Deck Ultra Decking ClipA3: Sisalation 433A4: R4 Bradford Sarking and Insulation Blanket, E�cient to install and cheaperA5: Steel Mesh, 100 x 115 x 1.25A6: Timber Truss @900 cts and 8° FallA7: Studframe with attached 90 x 40 Top Hats @ 900cts supporting the Stramit Long span, Zincalume, BMT: 0.48A8: Access Hatch, using chimney style FlashingA9: Barge CappingA10: Parapet CappingA11: Eaves Gutter 125 x 90 with over�ow LipA12: Stramit Speed Deck Ultra, Zincalume, BMT: 0.48 @ 3° FallA13: C15019 Purlins @ 1200 Cts with 1 Row Rod BridgingA14: C15019 @ 600cts, connected to 89SHS
Structural SteelB1: 250UB25 (25kg/m) Spanning between two 89SHS, 10 CPlate 2-M20 Bolt each sideB2: 89 x 5 (Flange Thickness) SHSB3: 200UB22 from C1, 8 Cplate 2-M20 bold each sideB4: 200PFC 10 CPlate 2-M20 Bolt each side
Cladding, Linning & CeilingC1: Stramit Longspan, BMT 0.48C2: Impatek to 1200 AFLC3: 13 mm Flush Jointed PB to Cieling HeightC4: 9mm Villaboard to Cieling HeightC5: Flush Plaster Board Rondo Suspendened Ceiling system DUO (1200 x 600) with Rondo Steel Shadow Line Cornice Bead. Attached with Clip to C15019 Pur-lins.C6: Flush Plaster Board Rondo Suspendened Ceiling system DUO (1200 x 600) with Rondo Steel Shadow Line Cornice Bead. Attached with to underside of Hollow CoreC: All Non-wet Area Skirting 100mm Coved Linoleum, wet are skirting 100 x 150 Tiles.
Framing, Thermal & Moisture.D: All Int walls 90 Non-Load bearing stud wallsD1: Vulkem non-explosed membrane system under grout.D2: Tontine TSB4 70m Thermal & Acoustic InsulationD3: SarkingD4: Plywood Rigid 6mm Bracing
Composite 1st Floor SlabE1: 100mm Structural Concrete Scread with SL92 (9mm Square, Low-Dictility @ 200 with 30 Cover) Mesh on top of E2.E2: HollowCore Slab - 4 Cores, (400mm Deep x 1200mm Wide) One-way Spanning System.E3: Every 2nd Core punched to allow to transfer of air through ducts.
FlooringF1: Carpet Tiles 500 x 500, with 10mm cushion.F2: Forbo Marmoleum with Topshield, 2.5mmF3: Coloured Pigment Concrete with broomed non-slip �nish, with penetrating membrane sealer & pigment additive.F4: 150 x150 Johnson Tiles. Gripfoot Slip-ResistantF5: 3M Nomad Enterance Mat with Cushion.
Ground Floor Slab & SoilSti�ened Raft SlabG1: Bar Chairs Supporting overlap of SL92 G2: 100mm Structural Concrete Scread with Sl92 (9mm Square, Low-Ductility @ 200) Mesh with 30mm Cover. G3: IB1 - 300 x 400 Internal Beam with 3x 10mm Low-Ductility Bar Trench Mesh @ Bottom with 30mm Cover From Bottom (3-L12 TM B).G4: EB3 - 800 x 400 Edge Beam with 4x 16mm Normal-Ductility Bars Top and Bottom support- ed by 12mm Normal-Ductility Ligs @ 500Cts. G5: 50mm Compact Sand G6 300mm Deep - FIll, Sandy Silt, Moist, Soft & Dark Grey G7: 750mm Deep - Sandy Silt, Moist-wet, Soft, Grey & Very Sandy G8: 1500mm Deep - Silty Clay, Moist, Sti�, Grey, Brown, Sit�-Very Sti� G9: 500mm Blinding Concrete G10: Steel Dowel Normal-Ductility 20mm G11 Water Proo�ng Membrane G12: 180 Class 2 Pre-Cast Concrete Panels SL102 Mesh both faces, CP11 Openings, 1-N16 Perimiter Bars
NOTES:Soil: Class M, Moderatly Reactive
Design Load:General - 4.0kPaO�ce - 3.0 kPa
C1
C1
C1
C2
C2
C3
C5
C6
E1
E2
E3
C4
C4D2
D2
D2
D2
D3
C4
D1
C3
F1
F2
F3
F4
F5
G1
G2
G3
G3
G4
G6
G8
G7
G9
G10 G11
G12
G5
G3
C2
B2
B3
D4
B4
B2
A2
A1
A3
A3
A3
A4
A4
A4
A5
A9
A10
A12
A11
A13
A13
A5
A6
A7
Atinder Handa638238
Tutorial 7Aimee GoodwinBuilding A - Axo
1:20
Ground FFL 0.000
Ground Ceiling Height 2.850
1st Ceiling Height 2850 / SFL 6.550
1st FFL 3.700
Grid Line AK
Ground Ceiling Height 2600
1st Ceiling Height 2600 / SFL 6.300
Roo�ngA1: Stramit Speed Deck Ultra, Zincalume, BMT: 0.48 @ 8° FallA2: Stramit Speed Deck Ultra Decking ClipA3: Sisalation 433A4: R4 Bradford Sarking and Insulation Blanket, E�cient to install and cheaperA5: Steel Mesh, 100 x 115 x 1.25A6: Timber Truss @900 cts and 8° FallA7: Studframe with attached 90 x 40 Top Hats @ 900cts supporting the Stramit Long span, Zincalume, BMT: 0.48A8: Access Hatch, using chimney style FlashingA9: Barge CappingA10: Parapet CappingA11: Eaves Gutter 125 x 90 with over�ow LipA12: Stramit Speed Deck Ultra, Zincalume, BMT: 0.48 @ 3° FallA13: C15019 Purlins @ 1200 Cts with 1 Row Rod BridgingA14: C15019 @ 600cts, connected to 89SHS
Structural SteelB1: 250UB25 (25kg/m) Spanning between two 89SHS, 10 CPlate 2-M20 Bolt each sideB2: 89 x 5 (Flange Thickness) SHSB3: 200UB22 from C1, 8 Cplate 2-M20 bold each sideB4: 200PFC 10 CPlate 2-M20 Bolt each side
Cladding, Linning & CeilingC1: Stramit Longspan, BMT 0.48C2: Impatek to 1200 AFLC3: 13 mm Flush Jointed PB to Cieling HeightC4: 9mm Villaboard to Cieling HeightC5: Flush Plaster Board Rondo Suspendened Ceiling system DUO (1200 x 600) with Rondo Steel Shadow Line Cornice Bead. Attached with Clip to C15019 Pur-lins.C6: Flush Plaster Board Rondo Suspendened Ceiling system DUO (1200 x 600) with Rondo Steel Shadow Line Cornice Bead. Attached with to underside of Hollow CoreC: All Non-wet Area Skirting 100mm Coved Linoleum, wet are skirting 100 x 150 Tiles.
Framing, Thermal & Moisture.D: All Int walls 90 Non-Load bearing stud wallsD1: Vulkem non-explosed membrane system under grout.D2: Tontine TSB4 70m Thermal & Acoustic InsulationD3: SarkingD4: Plywood Rigid 6mm Bracing
Composite 1st Floor SlabE1: 100mm Structural Concrete Scread with SL92 (9mm Square, Low-Dictility @ 200 with 30 Cover) Mesh on top of E2.E2: HollowCore Slab - 4 Cores, (400mm Deep x 1200mm Wide) One-way Spanning System.E3: Every 2nd Core punched to allow to transfer of air through ducts.
FlooringF1: Carpet Tiles 500 x 500, with 10mm cushion.F2: Forbo Marmoleum with Topshield, 2.5mmF3: Coloured Pigment Concrete with broomed non-slip �nish, with penetrating membrane sealer & pigment additive.F4: 150 x150 Johnson Tiles. Gripfoot Slip-ResistantF5: 3M Nomad Enterance Mat with Cushion.
Ground Floor Slab & SoilSti�ened Raft SlabG1: Bar Chairs Supporting overlap of SL92 G2: 100mm Structural Concrete Scread with Sl92 (9mm Square, Low-Ductility @ 200) Mesh with 30mm Cover. G3: IB1 - 300 x 400 Internal Beam with 3x 10mm Low-Ductility Bar Trench Mesh @ Bottom with 30mm Cover From Bottom (3-L12 TM B).G4: EB3 - 800 x 400 Edge Beam with 4x 16mm Normal-Ductility Bars Top and Bottom support- ed by 12mm Normal-Ductility Ligs @ 500Cts. G5: 50mm Compact Sand G6 300mm Deep - FIll, Sandy Silt, Moist, Soft & Dark Grey G7: 750mm Deep - Sandy Silt, Moist-wet, Soft, Grey & Very Sandy G8: 1500mm Deep - Silty Clay, Moist, Sti�, Grey, Brown, Sit�-Very Sti� G9: 500mm Blinding Concrete G10: Steel Dowel Normal-Ductility 20mm G11 Water Proo�ng Membrane G12: 180 Class 2 Pre-Cast Concrete Panels SL102 Mesh both faces, CP11 Openings, 1-N16 Perimiter Bars
NOTES:Soil: Class M, Moderatly Reactive
Design Load:General - 4.0kPaO�ce - 3.0 kPa
C1
C1
C1
C2
C2
C3
C5
C6
E1
E2
E3
C4
C4D2
D2
D2
D2
D3
C4
D1
C3
F1
F2
F3
F4
F5
G1
G2
G3
G3
G4
G6
G8
G7
G9
G10 G11
G12
G5
G3
C2
B2
B3
D4
B4
B2
A2
A1
A3
A3
A3
A4
A4
A4
A5
A9
A10
A12
A11
A13
A13
A5
A6
A7
Atinder Handa638238
Tutorial 7Aimee GoodwinBuilding A - Axo
1:20
Ground FFL 0.000
Ground Ceiling Height 2.850
1st Ceiling Height 2850 / SFL 6.550
1st FFL 3.700
Grid Line AK
Ground Ceiling Height 2600
1st Ceiling Height 2600 / SFL 6.300
Roo�ngA1: Stramit Speed Deck Ultra, Zincalume, BMT: 0.48 @ 8° FallA2: Stramit Speed Deck Ultra Decking ClipA3: Sisalation 433A4: R4 Bradford Sarking and Insulation Blanket, E�cient to install and cheaperA5: Steel Mesh, 100 x 115 x 1.25A6: Timber Truss @900 cts and 8° FallA7: Studframe with attached 90 x 40 Top Hats @ 900cts supporting the Stramit Long span, Zincalume, BMT: 0.48A8: Access Hatch, using chimney style FlashingA9: Barge CappingA10: Parapet CappingA11: Eaves Gutter 125 x 90 with over�ow LipA12: Stramit Speed Deck Ultra, Zincalume, BMT: 0.48 @ 3° FallA13: C15019 Purlins @ 1200 Cts with 1 Row Rod BridgingA14: C15019 @ 600cts, connected to 89SHS
Structural SteelB1: 250UB25 (25kg/m) Spanning between two 89SHS, 10 CPlate 2-M20 Bolt each sideB2: 89 x 5 (Flange Thickness) SHSB3: 200UB22 from C1, 8 Cplate 2-M20 bold each sideB4: 200PFC 10 CPlate 2-M20 Bolt each side
Cladding, Linning & CeilingC1: Stramit Longspan, BMT 0.48C2: Impatek to 1200 AFLC3: 13 mm Flush Jointed PB to Cieling HeightC4: 9mm Villaboard to Cieling HeightC5: Flush Plaster Board Rondo Suspendened Ceiling system DUO (1200 x 600) with Rondo Steel Shadow Line Cornice Bead. Attached with Clip to C15019 Pur-lins.C6: Flush Plaster Board Rondo Suspendened Ceiling system DUO (1200 x 600) with Rondo Steel Shadow Line Cornice Bead. Attached with to underside of Hollow CoreC: All Non-wet Area Skirting 100mm Coved Linoleum, wet are skirting 100 x 150 Tiles.
Framing, Thermal & Moisture.D: All Int walls 90 Non-Load bearing stud wallsD1: Vulkem non-explosed membrane system under grout.D2: Tontine TSB4 70m Thermal & Acoustic InsulationD3: SarkingD4: Plywood Rigid 6mm Bracing
Composite 1st Floor SlabE1: 100mm Structural Concrete Scread with SL92 (9mm Square, Low-Dictility @ 200 with 30 Cover) Mesh on top of E2.E2: HollowCore Slab - 4 Cores, (400mm Deep x 1200mm Wide) One-way Spanning System.E3: Every 2nd Core punched to allow to transfer of air through ducts.
FlooringF1: Carpet Tiles 500 x 500, with 10mm cushion.F2: Forbo Marmoleum with Topshield, 2.5mmF3: Coloured Pigment Concrete with broomed non-slip �nish, with penetrating membrane sealer & pigment additive.F4: 150 x150 Johnson Tiles. Gripfoot Slip-ResistantF5: 3M Nomad Enterance Mat with Cushion.
Ground Floor Slab & SoilSti�ened Raft SlabG1: Bar Chairs Supporting overlap of SL92 G2: 100mm Structural Concrete Scread with Sl92 (9mm Square, Low-Ductility @ 200) Mesh with 30mm Cover. G3: IB1 - 300 x 400 Internal Beam with 3x 10mm Low-Ductility Bar Trench Mesh @ Bottom with 30mm Cover From Bottom (3-L12 TM B).G4: EB3 - 800 x 400 Edge Beam with 4x 16mm Normal-Ductility Bars Top and Bottom support- ed by 12mm Normal-Ductility Ligs @ 500Cts. G5: 50mm Compact Sand G6 300mm Deep - FIll, Sandy Silt, Moist, Soft & Dark Grey G7: 750mm Deep - Sandy Silt, Moist-wet, Soft, Grey & Very Sandy G8: 1500mm Deep - Silty Clay, Moist, Sti�, Grey, Brown, Sit�-Very Sti� G9: 500mm Blinding Concrete G10: Steel Dowel Normal-Ductility 20mm G11 Water Proo�ng Membrane G12: 180 Class 2 Pre-Cast Concrete Panels SL102 Mesh both faces, CP11 Openings, 1-N16 Perimiter Bars
NOTES:Soil: Class M, Moderatly Reactive
Design Load:General - 4.0kPaO�ce - 3.0 kPa
C1
C1
C1
C2
C2
C3
C5
C6
E1
E2
E3
C4
C4D2
D2
D2
D2
D3
C4
D1
C3
F1
F2
F3
F4
F5
G1
G2
G3
G3
G4
G6
G8
G7
G9
G10 G11
G12
G5
G3
C2
B2
B3
D4
B4
B2
A2
A1
A3
A3
A3
A4
A4
A4
A5
A9
A10
A12
A11
A13
A13
A5
A6
A7
Atinder Handa638238
Tutorial 7Aimee GoodwinBuilding A - Axo
1:20
Ground FFL 0.000
Ground Ceiling Height 2.850
1st Ceiling Height 2850 / SFL 6.550
1st FFL 3.700
Grid Line AK
Ground Ceiling Height 2600
1st Ceiling Height 2600 / SFL 6.300
Roo�ngA1: Stramit Speed Deck Ultra, Zincalume, BMT: 0.48 @ 8° FallA2: Stramit Speed Deck Ultra Decking ClipA3: Sisalation 433A4: R4 Bradford Sarking and Insulation Blanket, E�cient to install and cheaperA5: Steel Mesh, 100 x 115 x 1.25A6: Timber Truss @900 cts and 8° FallA7: Studframe with attached 90 x 40 Top Hats @ 900cts supporting the Stramit Long span, Zincalume, BMT: 0.48A8: Access Hatch, using chimney style FlashingA9: Barge CappingA10: Parapet CappingA11: Eaves Gutter 125 x 90 with over�ow LipA12: Stramit Speed Deck Ultra, Zincalume, BMT: 0.48 @ 3° FallA13: C15019 Purlins @ 1200 Cts with 1 Row Rod BridgingA14: C15019 @ 600cts, connected to 89SHS
Structural SteelB1: 250UB25 (25kg/m) Spanning between two 89SHS, 10 CPlate 2-M20 Bolt each sideB2: 89 x 5 (Flange Thickness) SHSB3: 200UB22 from C1, 8 Cplate 2-M20 bold each sideB4: 200PFC 10 CPlate 2-M20 Bolt each side
Cladding, Linning & CeilingC1: Stramit Longspan, BMT 0.48C2: Impatek to 1200 AFLC3: 13 mm Flush Jointed PB to Cieling HeightC4: 9mm Villaboard to Cieling HeightC5: Flush Plaster Board Rondo Suspendened Ceiling system DUO (1200 x 600) with Rondo Steel Shadow Line Cornice Bead. Attached with Clip to C15019 Pur-lins.C6: Flush Plaster Board Rondo Suspendened Ceiling system DUO (1200 x 600) with Rondo Steel Shadow Line Cornice Bead. Attached with to underside of Hollow CoreC: All Non-wet Area Skirting 100mm Coved Linoleum, wet are skirting 100 x 150 Tiles.
Framing, Thermal & Moisture.D: All Int walls 90 Non-Load bearing stud wallsD1: Vulkem non-explosed membrane system under grout.D2: Tontine TSB4 70m Thermal & Acoustic InsulationD3: SarkingD4: Plywood Rigid 6mm Bracing
Composite 1st Floor SlabE1: 100mm Structural Concrete Scread with SL92 (9mm Square, Low-Dictility @ 200 with 30 Cover) Mesh on top of E2.E2: HollowCore Slab - 4 Cores, (400mm Deep x 1200mm Wide) One-way Spanning System.E3: Every 2nd Core punched to allow to transfer of air through ducts.
FlooringF1: Carpet Tiles 500 x 500, with 10mm cushion.F2: Forbo Marmoleum with Topshield, 2.5mmF3: Coloured Pigment Concrete with broomed non-slip �nish, with penetrating membrane sealer & pigment additive.F4: 150 x150 Johnson Tiles. Gripfoot Slip-ResistantF5: 3M Nomad Enterance Mat with Cushion.
Ground Floor Slab & SoilSti�ened Raft SlabG1: Bar Chairs Supporting overlap of SL92 G2: 100mm Structural Concrete Scread with Sl92 (9mm Square, Low-Ductility @ 200) Mesh with 30mm Cover. G3: IB1 - 300 x 400 Internal Beam with 3x 10mm Low-Ductility Bar Trench Mesh @ Bottom with 30mm Cover From Bottom (3-L12 TM B).G4: EB3 - 800 x 400 Edge Beam with 4x 16mm Normal-Ductility Bars Top and Bottom support- ed by 12mm Normal-Ductility Ligs @ 500Cts. G5: 50mm Compact Sand G6 300mm Deep - FIll, Sandy Silt, Moist, Soft & Dark Grey G7: 750mm Deep - Sandy Silt, Moist-wet, Soft, Grey & Very Sandy G8: 1500mm Deep - Silty Clay, Moist, Sti�, Grey, Brown, Sit�-Very Sti� G9: 500mm Blinding Concrete G10: Steel Dowel Normal-Ductility 20mm G11 Water Proo�ng Membrane G12: 180 Class 2 Pre-Cast Concrete Panels SL102 Mesh both faces, CP11 Openings, 1-N16 Perimiter Bars
NOTES:Soil: Class M, Moderatly Reactive
Design Load:General - 4.0kPaO�ce - 3.0 kPa
C1
C1
C1
C2
C2
C3
C5
C6
E1
E2
E3
C4
C4D2
D2
D2
D2
D3
C4
D1
C3
F1
F2
F3
F4
F5
G1
G2
G3
G3
G4
G6
G8
G7
G9
G10 G11
G12
G5
G3
C2
B2
B3
D4
B4
B2
A2
A1
A3
A3
A3
A4
A4
A4
A5
A9
A10
A12
A11
A13
A13
A5
A6
A7
Atinder Handa638238
Tutorial 7Aimee GoodwinBuilding A - Axo
1:20
Ground FFL 0.000
Ground Ceiling Height 2.850
1st Ceiling Height 2850 / SFL 6.550
1st FFL 3.700
Grid Line AK
Ground Ceiling Height 2600
1st Ceiling Height 2600 / SFL 6.300
Roo�ngA1: Stramit Speed Deck Ultra, Zincalume, BMT: 0.48 @ 8° FallA2: Stramit Speed Deck Ultra Decking ClipA3: Sisalation 433A4: R4 Bradford Sarking and Insulation Blanket, E�cient to install and cheaperA5: Steel Mesh, 100 x 115 x 1.25A6: Timber Truss @900 cts and 8° FallA7: Studframe with attached 90 x 40 Top Hats @ 900cts supporting the Stramit Long span, Zincalume, BMT: 0.48A8: Access Hatch, using chimney style FlashingA9: Barge CappingA10: Parapet CappingA11: Eaves Gutter 125 x 90 with over�ow LipA12: Stramit Speed Deck Ultra, Zincalume, BMT: 0.48 @ 3° FallA13: C15019 Purlins @ 1200 Cts with 1 Row Rod BridgingA14: C15019 @ 600cts, connected to 89SHS
Structural SteelB1: 250UB25 (25kg/m) Spanning between two 89SHS, 10 CPlate 2-M20 Bolt each sideB2: 89 x 5 (Flange Thickness) SHSB3: 200UB22 from C1, 8 Cplate 2-M20 bold each sideB4: 200PFC 10 CPlate 2-M20 Bolt each side
Cladding, Linning & CeilingC1: Stramit Longspan, BMT 0.48C2: Impatek to 1200 AFLC3: 13 mm Flush Jointed PB to Cieling HeightC4: 9mm Villaboard to Cieling HeightC5: Flush Plaster Board Rondo Suspendened Ceiling system DUO (1200 x 600) with Rondo Steel Shadow Line Cornice Bead. Attached with Clip to C15019 Pur-lins.C6: Flush Plaster Board Rondo Suspendened Ceiling system DUO (1200 x 600) with Rondo Steel Shadow Line Cornice Bead. Attached with to underside of Hollow CoreC: All Non-wet Area Skirting 100mm Coved Linoleum, wet are skirting 100 x 150 Tiles.
Framing, Thermal & Moisture.D: All Int walls 90 Non-Load bearing stud wallsD1: Vulkem non-explosed membrane system under grout.D2: Tontine TSB4 70m Thermal & Acoustic InsulationD3: SarkingD4: Plywood Rigid 6mm Bracing
Composite 1st Floor SlabE1: 100mm Structural Concrete Scread with SL92 (9mm Square, Low-Dictility @ 200 with 30 Cover) Mesh on top of E2.E2: HollowCore Slab - 4 Cores, (400mm Deep x 1200mm Wide) One-way Spanning System.E3: Every 2nd Core punched to allow to transfer of air through ducts.
FlooringF1: Carpet Tiles 500 x 500, with 10mm cushion.F2: Forbo Marmoleum with Topshield, 2.5mmF3: Coloured Pigment Concrete with broomed non-slip �nish, with penetrating membrane sealer & pigment additive.F4: 150 x150 Johnson Tiles. Gripfoot Slip-ResistantF5: 3M Nomad Enterance Mat with Cushion.
Ground Floor Slab & SoilSti�ened Raft SlabG1: Bar Chairs Supporting overlap of SL92 G2: 100mm Structural Concrete Scread with Sl92 (9mm Square, Low-Ductility @ 200) Mesh with 30mm Cover. G3: IB1 - 300 x 400 Internal Beam with 3x 10mm Low-Ductility Bar Trench Mesh @ Bottom with 30mm Cover From Bottom (3-L12 TM B).G4: EB3 - 800 x 400 Edge Beam with 4x 16mm Normal-Ductility Bars Top and Bottom support- ed by 12mm Normal-Ductility Ligs @ 500Cts. G5: 50mm Compact Sand G6 300mm Deep - FIll, Sandy Silt, Moist, Soft & Dark Grey G7: 750mm Deep - Sandy Silt, Moist-wet, Soft, Grey & Very Sandy G8: 1500mm Deep - Silty Clay, Moist, Sti�, Grey, Brown, Sit�-Very Sti� G9: 500mm Blinding Concrete G10: Steel Dowel Normal-Ductility 20mm G11 Water Proo�ng Membrane G12: 180 Class 2 Pre-Cast Concrete Panels SL102 Mesh both faces, CP11 Openings, 1-N16 Perimiter Bars
NOTES:Soil: Class M, Moderatly Reactive
Design Load:General - 4.0kPaO�ce - 3.0 kPa
C1
C1
C1
C2
C2
C3
C5
C6
E1
E2
E3
C4
C4D2
D2
D2
D2
D3
C4
D1
C3
F1
F2
F3
F4
F5
G1
G2
G3
G3
G4
G6
G8
G7
G9
G10 G11
G12
G5
G3
C2
B2
B3
D4
B4
B2
A2
A1
A3
A3
A3
A4
A4
A4
A5
A9
A10
A12
A11
A13
A13
A5
A6
A7
Atinder Handa638238
Tutorial 7Aimee GoodwinBuilding A - Axo
1:20
Ground FFL 0.000
Ground Ceiling Height 2.850
1st Ceiling Height 2850 / SFL 6.550
1st FFL 3.700
Grid Line AK
Ground Ceiling Height 2600
1st Ceiling Height 2600 / SFL 6.300
Roo�ngA1: Stramit Speed Deck Ultra, Zincalume, BMT: 0.48 @ 8° FallA2: Stramit Speed Deck Ultra Decking ClipA3: Sisalation 433A4: R4 Bradford Sarking and Insulation Blanket, E�cient to install and cheaperA5: Steel Mesh, 100 x 115 x 1.25A6: Timber Truss @900 cts and 8° FallA7: Studframe with attached 90 x 40 Top Hats @ 900cts supporting the Stramit Long span, Zincalume, BMT: 0.48A8: Access Hatch, using chimney style FlashingA9: Barge CappingA10: Parapet CappingA11: Eaves Gutter 125 x 90 with over�ow LipA12: Stramit Speed Deck Ultra, Zincalume, BMT: 0.48 @ 3° FallA13: C15019 Purlins @ 1200 Cts with 1 Row Rod BridgingA14: C15019 @ 600cts, connected to 89SHS
Structural SteelB1: 250UB25 (25kg/m) Spanning between two 89SHS, 10 CPlate 2-M20 Bolt each sideB2: 89 x 5 (Flange Thickness) SHSB3: 200UB22 from C1, 8 Cplate 2-M20 bold each sideB4: 200PFC 10 CPlate 2-M20 Bolt each side
Cladding, Linning & CeilingC1: Stramit Longspan, BMT 0.48C2: Impatek to 1200 AFLC3: 13 mm Flush Jointed PB to Cieling HeightC4: 9mm Villaboard to Cieling HeightC5: Flush Plaster Board Rondo Suspendened Ceiling system DUO (1200 x 600) with Rondo Steel Shadow Line Cornice Bead. Attached with Clip to C15019 Pur-lins.C6: Flush Plaster Board Rondo Suspendened Ceiling system DUO (1200 x 600) with Rondo Steel Shadow Line Cornice Bead. Attached with to underside of Hollow CoreC: All Non-wet Area Skirting 100mm Coved Linoleum, wet are skirting 100 x 150 Tiles.
Framing, Thermal & Moisture.D: All Int walls 90 Non-Load bearing stud wallsD1: Vulkem non-explosed membrane system under grout.D2: Tontine TSB4 70m Thermal & Acoustic InsulationD3: SarkingD4: Plywood Rigid 6mm Bracing
Composite 1st Floor SlabE1: 100mm Structural Concrete Scread with SL92 (9mm Square, Low-Dictility @ 200 with 30 Cover) Mesh on top of E2.E2: HollowCore Slab - 4 Cores, (400mm Deep x 1200mm Wide) One-way Spanning System.E3: Every 2nd Core punched to allow to transfer of air through ducts.
FlooringF1: Carpet Tiles 500 x 500, with 10mm cushion.F2: Forbo Marmoleum with Topshield, 2.5mmF3: Coloured Pigment Concrete with broomed non-slip �nish, with penetrating membrane sealer & pigment additive.F4: 150 x150 Johnson Tiles. Gripfoot Slip-ResistantF5: 3M Nomad Enterance Mat with Cushion.
Ground Floor Slab & SoilSti�ened Raft SlabG1: Bar Chairs Supporting overlap of SL92 G2: 100mm Structural Concrete Scread with Sl92 (9mm Square, Low-Ductility @ 200) Mesh with 30mm Cover. G3: IB1 - 300 x 400 Internal Beam with 3x 10mm Low-Ductility Bar Trench Mesh @ Bottom with 30mm Cover From Bottom (3-L12 TM B).G4: EB3 - 800 x 400 Edge Beam with 4x 16mm Normal-Ductility Bars Top and Bottom support- ed by 12mm Normal-Ductility Ligs @ 500Cts. G5: 50mm Compact Sand G6 300mm Deep - FIll, Sandy Silt, Moist, Soft & Dark Grey G7: 750mm Deep - Sandy Silt, Moist-wet, Soft, Grey & Very Sandy G8: 1500mm Deep - Silty Clay, Moist, Sti�, Grey, Brown, Sit�-Very Sti� G9: 500mm Blinding Concrete G10: Steel Dowel Normal-Ductility 20mm G11 Water Proo�ng Membrane G12: 180 Class 2 Pre-Cast Concrete Panels SL102 Mesh both faces, CP11 Openings, 1-N16 Perimiter Bars
NOTES:Soil: Class M, Moderatly Reactive
Design Load:General - 4.0kPaO�ce - 3.0 kPa
C1
C1
C1
C2
C2
C3
C5
C6
E1
E2
E3
C4
C4D2
D2
D2
D2
D3
C4
D1
C3
F1
F2
F3
F4
F5
G1
G2
G3
G3
G4
G6
G8
G7
G9
G10 G11
G12
G5
G3
C2
B2
B3
D4
B4
B2
A2
A1
A3
A3
A3
A4
A4
A4
A5
A9
A10
A12
A11
A13
A13
A5
A6
A7
Atinder Handa638238
Tutorial 7Aimee GoodwinBuilding A - Axo
1:20
Ground FFL 0.000
Ground Ceiling Height 2.850
1st Ceiling Height 2850 / SFL 6.550
1st FFL 3.700
Grid Line AK
Ground Ceiling Height 2600
1st Ceiling Height 2600 / SFL 6.300
Roo�ngA1: Stramit Speed Deck Ultra, Zincalume, BMT: 0.48 @ 8° FallA2: Stramit Speed Deck Ultra Decking ClipA3: Sisalation 433A4: R4 Bradford Sarking and Insulation Blanket, E�cient to install and cheaperA5: Steel Mesh, 100 x 115 x 1.25A6: Timber Truss @900 cts and 8° FallA7: Studframe with attached 90 x 40 Top Hats @ 900cts supporting the Stramit Long span, Zincalume, BMT: 0.48A8: Access Hatch, using chimney style FlashingA9: Barge CappingA10: Parapet CappingA11: Eaves Gutter 125 x 90 with over�ow LipA12: Stramit Speed Deck Ultra, Zincalume, BMT: 0.48 @ 3° FallA13: C15019 Purlins @ 1200 Cts with 1 Row Rod BridgingA14: C15019 @ 600cts, connected to 89SHS
Structural SteelB1: 250UB25 (25kg/m) Spanning between two 89SHS, 10 CPlate 2-M20 Bolt each sideB2: 89 x 5 (Flange Thickness) SHSB3: 200UB22 from C1, 8 Cplate 2-M20 bold each sideB4: 200PFC 10 CPlate 2-M20 Bolt each side
Cladding, Linning & CeilingC1: Stramit Longspan, BMT 0.48C2: Impatek to 1200 AFLC3: 13 mm Flush Jointed PB to Cieling HeightC4: 9mm Villaboard to Cieling HeightC5: Flush Plaster Board Rondo Suspendened Ceiling system DUO (1200 x 600) with Rondo Steel Shadow Line Cornice Bead. Attached with Clip to C15019 Pur-lins.C6: Flush Plaster Board Rondo Suspendened Ceiling system DUO (1200 x 600) with Rondo Steel Shadow Line Cornice Bead. Attached with to underside of Hollow CoreC: All Non-wet Area Skirting 100mm Coved Linoleum, wet are skirting 100 x 150 Tiles.
Framing, Thermal & Moisture.D: All Int walls 90 Non-Load bearing stud wallsD1: Vulkem non-explosed membrane system under grout.D2: Tontine TSB4 70m Thermal & Acoustic InsulationD3: SarkingD4: Plywood Rigid 6mm Bracing
Composite 1st Floor SlabE1: 100mm Structural Concrete Scread with SL92 (9mm Square, Low-Dictility @ 200 with 30 Cover) Mesh on top of E2.E2: HollowCore Slab - 4 Cores, (400mm Deep x 1200mm Wide) One-way Spanning System.E3: Every 2nd Core punched to allow to transfer of air through ducts.
FlooringF1: Carpet Tiles 500 x 500, with 10mm cushion.F2: Forbo Marmoleum with Topshield, 2.5mmF3: Coloured Pigment Concrete with broomed non-slip �nish, with penetrating membrane sealer & pigment additive.F4: 150 x150 Johnson Tiles. Gripfoot Slip-ResistantF5: 3M Nomad Enterance Mat with Cushion.
Ground Floor Slab & SoilSti�ened Raft SlabG1: Bar Chairs Supporting overlap of SL92 G2: 100mm Structural Concrete Scread with Sl92 (9mm Square, Low-Ductility @ 200) Mesh with 30mm Cover. G3: IB1 - 300 x 400 Internal Beam with 3x 10mm Low-Ductility Bar Trench Mesh @ Bottom with 30mm Cover From Bottom (3-L12 TM B).G4: EB3 - 800 x 400 Edge Beam with 4x 16mm Normal-Ductility Bars Top and Bottom support- ed by 12mm Normal-Ductility Ligs @ 500Cts. G5: 50mm Compact Sand G6 300mm Deep - FIll, Sandy Silt, Moist, Soft & Dark Grey G7: 750mm Deep - Sandy Silt, Moist-wet, Soft, Grey & Very Sandy G8: 1500mm Deep - Silty Clay, Moist, Sti�, Grey, Brown, Sit�-Very Sti� G9: 500mm Blinding Concrete G10: Steel Dowel Normal-Ductility 20mm G11 Water Proo�ng Membrane G12: 180 Class 2 Pre-Cast Concrete Panels SL102 Mesh both faces, CP11 Openings, 1-N16 Perimiter Bars
NOTES:Soil: Class M, Moderatly Reactive
Design Load:General - 4.0kPaO�ce - 3.0 kPa
C1
C1
C1
C2
C2
C3
C5
C6
E1
E2
E3
C4
C4D2
D2
D2
D2
D3
C4
D1
C3
F1
F2
F3
F4
F5
G1
G2
G3
G3
G4
G6
G8
G7
G9
G10 G11
G12
G5
G3
C2
B2
B3
D4
B4
B2
A2
A1
A3
A3
A3
A4
A4
A4
A5
A9
A10
A12
A11
A13
A13
A5
A6
A7
Atinder Handa638238
Tutorial 7Aimee GoodwinBuilding A - Axo
1:20
Ground FFL 0.000
Ground Ceiling Height 2.850
1st Ceiling Height 2850 / SFL 6.550
1st FFL 3.700
Grid Line AK
Ground Ceiling Height 2600
1st Ceiling Height 2600 / SFL 6.300
Roo�ngA1: Stramit Speed Deck Ultra, Zincalume, BMT: 0.48 @ 8° FallA2: Stramit Speed Deck Ultra Decking ClipA3: Sisalation 433A4: R4 Bradford Sarking and Insulation Blanket, E�cient to install and cheaperA5: Steel Mesh, 100 x 115 x 1.25A6: Timber Truss @900 cts and 8° FallA7: Studframe with attached 90 x 40 Top Hats @ 900cts supporting the Stramit Long span, Zincalume, BMT: 0.48A8: Access Hatch, using chimney style FlashingA9: Barge CappingA10: Parapet CappingA11: Eaves Gutter 125 x 90 with over�ow LipA12: Stramit Speed Deck Ultra, Zincalume, BMT: 0.48 @ 3° FallA13: C15019 Purlins @ 1200 Cts with 1 Row Rod BridgingA14: C15019 @ 600cts, connected to 89SHS
Structural SteelB1: 250UB25 (25kg/m) Spanning between two 89SHS, 10 CPlate 2-M20 Bolt each sideB2: 89 x 5 (Flange Thickness) SHSB3: 200UB22 from C1, 8 Cplate 2-M20 bold each sideB4: 200PFC 10 CPlate 2-M20 Bolt each side
Cladding, Linning & CeilingC1: Stramit Longspan, BMT 0.48C2: Impatek to 1200 AFLC3: 13 mm Flush Jointed PB to Cieling HeightC4: 9mm Villaboard to Cieling HeightC5: Flush Plaster Board Rondo Suspendened Ceiling system DUO (1200 x 600) with Rondo Steel Shadow Line Cornice Bead. Attached with Clip to C15019 Pur-lins.C6: Flush Plaster Board Rondo Suspendened Ceiling system DUO (1200 x 600) with Rondo Steel Shadow Line Cornice Bead. Attached with to underside of Hollow CoreC: All Non-wet Area Skirting 100mm Coved Linoleum, wet are skirting 100 x 150 Tiles.
Framing, Thermal & Moisture.D: All Int walls 90 Non-Load bearing stud wallsD1: Vulkem non-explosed membrane system under grout.D2: Tontine TSB4 70m Thermal & Acoustic InsulationD3: SarkingD4: Plywood Rigid 6mm Bracing
Composite 1st Floor SlabE1: 100mm Structural Concrete Scread with SL92 (9mm Square, Low-Dictility @ 200 with 30 Cover) Mesh on top of E2.E2: HollowCore Slab - 4 Cores, (400mm Deep x 1200mm Wide) One-way Spanning System.E3: Every 2nd Core punched to allow to transfer of air through ducts.
FlooringF1: Carpet Tiles 500 x 500, with 10mm cushion.F2: Forbo Marmoleum with Topshield, 2.5mmF3: Coloured Pigment Concrete with broomed non-slip �nish, with penetrating membrane sealer & pigment additive.F4: 150 x150 Johnson Tiles. Gripfoot Slip-ResistantF5: 3M Nomad Enterance Mat with Cushion.
Ground Floor Slab & SoilSti�ened Raft SlabG1: Bar Chairs Supporting overlap of SL92 G2: 100mm Structural Concrete Scread with Sl92 (9mm Square, Low-Ductility @ 200) Mesh with 30mm Cover. G3: IB1 - 300 x 400 Internal Beam with 3x 10mm Low-Ductility Bar Trench Mesh @ Bottom with 30mm Cover From Bottom (3-L12 TM B).G4: EB3 - 800 x 400 Edge Beam with 4x 16mm Normal-Ductility Bars Top and Bottom support- ed by 12mm Normal-Ductility Ligs @ 500Cts. G5: 50mm Compact Sand G6 300mm Deep - FIll, Sandy Silt, Moist, Soft & Dark Grey G7: 750mm Deep - Sandy Silt, Moist-wet, Soft, Grey & Very Sandy G8: 1500mm Deep - Silty Clay, Moist, Sti�, Grey, Brown, Sit�-Very Sti� G9: 500mm Blinding Concrete G10: Steel Dowel Normal-Ductility 20mm G11 Water Proo�ng Membrane G12: 180 Class 2 Pre-Cast Concrete Panels SL102 Mesh both faces, CP11 Openings, 1-N16 Perimiter Bars
NOTES:Soil: Class M, Moderatly Reactive
Design Load:General - 4.0kPaO�ce - 3.0 kPa
C1
C1
C1
C2
C2
C3
C5
C6
E1
E2
E3
C4
C4D2
D2
D2
D2
D3
C4
D1
C3
F1
F2
F3
F4
F5
G1
G2
G3
G3
G4
G6
G8
G7
G9
G10 G11
G12
G5
G3
C2
B2
B3
D4
B4
B2
A2
A1
A3
A3
A3
A4
A4
A4
A5
A9
A10
A12
A11
A13
A13
A5
A6
A7
CAD Sect ion
35
CONSTRUCTION A N ALYSISConstruction Analysis was focused on analysing the construction technologies and methods involved in residential construction. The case study for this subject was the Hampton House by JCB Architects. This was a group project.
The construction phase was split into twelve stages and for each stage we developed a plan and section of an allocated section of the house.
36
Plan of Slab Reinforcement
37
F ina l Plan
38Section of Steel and Frame
39F ina l Sect ion
40DOCUMENTATION SE T
41
42
43
44
V ISUALISATION - REMODELING
45
46
V ISUALISATION - RES IDENTIAL
47
48
V ISUALISATION - OTHER
49
AT INDER HANDA
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