Folio 2020

Page 1

Portfolio Assad Jaffer


rafter profile**

rafter profile**

rafter profile** min. cvr.

profile**

profile*

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cvr. min.

high span timber

rafter profile**

min. lap

barrier extg. rafter

post

plasterboard steel bolt min. cvr. min. lap

01

post

min. clear

steel str.

09

cvr. min.

stringer

profiled

5 gap

tread

nosing

plate

eave line is flush to deck

cvr. min.

rafter

gap

new threshold

flush to extg. FFL

eave line

*barrier **barrier

08

air cavity barrier

07

06

match extg.

bearer

min.

fixing

10

bolts

cvr. min.

birdnose

min.

raking bearer

pailing

min.

post fdn. cast

brackets

clear

min.

min.

05

contents

extg. fdn.

01 AADRL: Manifold Assemblage 02 AADRL: Game of Life 3D

steel reinf.

brackets

04 InForm: BIM 05 Y+R: Pastel documentation min.

steel reinf

04

min.

02

min.

cvr

08 A+E: Crafting a detail

cvr.

cvr.

03 Portfolio

Assad Jaffer


Prototype 1

simple post process-

linear planar based geometry into NURBS mesh.

-

01

ration allows for one single iteration to be repeated across spatial

Name: Manifold Assemblage Team: Martina R. , Patchara R. Role: 3D printing joinery conditions Geometry optimization Game engine visualization

Last test case for geometry optimization.

Prototype 28

Information for P1 incorporated into problem case. Especially joint condtions. Division geometry for problem condition: Fitting largest model in the

Prototype 15 mization to accomodate ing best practices.

Portfolio

Assad Jaffer


Youngest Generation: Low Complexity Follows Order

Older Generation: High Complexity

02

Name: Game of Life (GOL) S-piral Team: Liu Y., Milk., Role: Coding environment for 2D. GOL Coding environment for 3D. GOL

Generation of Spiral Columns starting conditions to allow for new generation typologies for vertical growth. GOL algorithm by John Conway is meant for a 2D environment.

spiral growth.

Portfolio

Assad Jaffer


RL: 4.60 COM ROOF

01 A11.50

RL: 3.42 BAY LEVEL Issue Date Issue Description

By

SCALE: 1 : 50

Check

RL: 1.55 Parking Level RL: 1.05 COMFFL RL: 0.00 sealevel KEY NOTES

EXTERIOR ELEVATION - COMMUNITY BUILDING

SCALE: 1 : 50

10

09

07

08

02 A11.51

02

06

05 01

SHEET NOTES

identify the design language of the existing architecture. Responding with landscape urbanism

02

03

01 A11.50

04

Seal / Signature

RL: 4.60 COM ROOF

RL: 3.42 BAY LEVEL

RL: 6.65 ROOF

building.

03 B

KENNEDY POINT MARINA

02

01 A11.50

C

Job Status

LEGEND

RL: 1.55 Parking Level

SELECTED TIMBER CLADDING GLAZING

RL: 1.05 COMFFL

RL: 2.05 OFFICE FFL

THE FINE PRINT All work shall comply with the N.Z.B.C. and all other relevant and associated standards, codes and Territorial Authority by-laws. All work shall comply with the terms and conditions of the Building, Resource and Demolition Consents issued for this project. All proprietary items and materials shall be fixed, installed or applied in strict accordance with the manufacturers recommendations. Architectural drawings shall be read in conjunction with all relevant Engineers documentation. Contractor shall check and confirm on site all dimensions and discrepancies or differences within the contract documents prior to starting the works. This drawing must not be scaled. This drawing must be read in conjunction with relevant specification clauses. This drawing and the intellectual property it represents remain the copyright of Young + Richards Ltd.

RL: 0.00 sealevel

RL: 2.05 OFFICE FFL

RL: 2.05 OFFICE FFL

RL: 1.55 PARKING

RL: 1.55 PARKING

200

01

PO Box 8171 Symonds St Auckland 1150 New Zealand

Tel

+64 9 520 6444 +64 9 520 6443 info@youngrichards.com www.youngrichards.com BP121069

Web

RL: 1.55 PARKING

LBP

ENTRY

02 A11.50

Sheet Scale

EXTERIOR ELEVATION - MARINA OFFICE

SCALE: 1 : 50

@ A1 SCALE: 1 : 50

Sheet Number

A11.02

EXTERIOR ELEVATION - MARINA OFFICE

SCALE: 1 : 50

SOUTH

NORTH

02

02

50

100

G

01 A11.50

EXTERIOR ELEVATIONS - COMMUNITY BUILDING 1 : 50

4d Edwin Street Mt Eden Auckland 1024 New Zealand

Post

Email

01 A11.50

Sheet Description

EXTERIOR ELEVATION - COMMUNITY BUILDING

Studio

Fax

Sheet File

02 A11.51

SCALE: 1 : 50

F

RL: 4.45 FIRST FLOOR FFL

16-YR22-KPBL CONCEPT

01

02 KENNEDY POINT MARINA E A11.50

D

RL: 6.65 ROOF

RL: 4.45 FIRST FLOOR FFL

RL: 4.45 FIRST FLOOR FFL

Job Number

04 A

05

RL: 6.65 ROOF

0

2016 Young + Richards Ltd.

Issue Date Issue Description

KEY NOTES

KEY NOTES

KENNEDY POINT MARINA

05

KENNEDY POINT MARINA

04

A RL: 6.65 ROOF

03 B

02

01 A11.50

C

D

01 E

02 A11.50

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By

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02 A11.50

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RL: 6.65 ROOF

SHEET NOTES

RL: 4.60 COM ROOF

Seal / Signature

RL: 4.45 FIRST FLOOR FFL

RL: 3.42 BAY LEVEL

RL: 1.55 Parking Level RL: 1.05 COMFFL

Studio

4d Edwin Street Mt Eden Auckland 1024 New Zealand

Post

PO Box 8171 Symonds St Auckland 1150 New Zealand

Tel

+64 9 520 6444 +64 9 520 6443 info@youngrichards.com www.youngrichards.com BP121069

Fax Email Web LBP

RL: 4.45 FIRST FLOOR FFL

RL: 4.45 FIRST FLOOR FFL

RL: 2.05 OFFICE FFL RL: 1.55 PARKING

RL: 2.05 OFFICE FFL RL: 2.05 OFFICE FFL

EXTERIOR ELEVATION - COMMUNITY BUILDING

4d Edwin Street Mt Eden Auckland 1024 New Zealand

Post

PO Box 8171 Symonds St Auckland 1150 New Zealand

Tel

+64 9 520 6444 +64 9 520 6443 Job Number 16-YR22-KPBL info@youngrichards.com www.youngrichards.com Job Status BP121069 CONCEPT

Fax Email Web

RL: 1.55 PARKING

RL: 1.55 PARKING

LBP

LEGEND

THE FINE PRINT All work shall comply with the N.Z.B.C. and all other relevant and associated standards, codes and Territorial Authority by-laws. All work shall comply with the terms and conditions of the Building, Resource and Demolition Consents issued for this project. All proprietary items and materials shall be fixed, installed or applied in strict accordance with the manufacturers recommendations. Architectural drawings shall be read in conjunction with all relevant Engineers documentation. Contractor shall check and confirm on site all dimensions and discrepancies or differences within the contract documents prior to starting the works. This drawing must not be scaled. This drawing must be read in conjunction with relevant specification clauses. This drawing and the intellectual property it represents remain the copyright of Young + Richards Ltd.

SELECTED TIMBER CLADDING

ENTRY SCALE: 1 : 50

Studio

03

GLAZING

01 A11.50

02 A11.50 02 A11.50

Sheet File

EXTERIOR ELEVATION - MARINA OFFICE

SCALE: 1 : 50

NORTH

Sheet Description

02

EXTERIOR ELEVATION - MARINA OFFICE

SCALE: 1 : 50

WEST

01

200

SCALE: 1 : 50

EXTERIOR ELEVATIONS - MARINA OFFICE (SOUTH & WEST)

EXTERIOR ELEVATION - MARINA OFFICE EAST

01

Sheet Scale

1 : 50

@ A1

100

Sheet Number

A11.01

50

RL: 4.60 COM ROOF

By

Check 2016 Young + Richards Ltd.

0

Issue Date Issue Description

RL: 3.42 BAY LEVEL KEY NOTES

KENNEDY POINT MARINA Issue Date

By

Check

Issue Description

RL: 1.55 Parking Level

KENNEDY POINT MARINA

G

F

E

02 A11.50

D

C

B

A

RL: 1.05 COMFFL RL: 6.65 ROOF

RL: 4.60 RL: 0.00 COM ROOF sealevel

EXTERIOR ELEVATION - COMMUNITY BUILDING

10

09

RL: 1.55 Parking Level

02 A11.51

08

07

02

06

4d Edwin Street Mt Eden Auckland 1024 New Zealand

Post

PO Box 8171 Symonds St Auckland 1150 New Zealand

Tel

+64 9 520 6444 +64 9 520 6443 info@youngrichards.com www.youngrichards.com BP121069

Email Web LBP

NOITAVELE ETIS DESOPORP

EXTERIOR ELEVATION - COMMUNITY BUILDING

N YEK SETO

- 10 MOC TINUM IUB Y GNIDL 20 RAC KRAP

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Job Number

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M - 30 ANIRA VRES CIFFO CI DNA E IDLIUB SE GN

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16-YR22-KPBL Job Status

CONCEPT

LEGEND

RL: 1.55 PARKING

THE FINE PRINT All work shall comply with the N.Z.B.C. and all other relevant and associated standards, codes and Territorial Authority by-laws. All work shall comply with the terms and conditions of the Building, Resource and Demolition Consents issued for this project. All proprietary items and materials shall be fixed, installed or applied in strict accordance with the manufacturers recommendations. Architectural drawings shall be read in conjunction with all relevant Engineers documentation. Contractor shall check and confirm on site all dimensions and discrepancies or differences within the contract documents prior to starting the works. This drawing must not be scaled. This drawing must be read in conjunction with relevant specification clauses. This drawing and the intellectual property it represents remain the copyright of Young + Richards Ltd.

SELECTED TIMBER CLADDING GLAZING

03

Job Number

16-YR22-KPBL Job Status

Sheet File

02 A11.51

RL: 3.42 BAY LEVEL

Sheet Description

01

200

EXTERIOR ELEVATION - COMMUNITY BUILDING

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THE FINE PRINT All work shall comply with the N.Z.B.C. and all other relevant and associated standards, codes and Territorial Authority by-laws. All work shall comply with the terms and conditions of the Building, Resource and Demolition Consents issued for this project. All proprietary items and materials shall be fixed, installed or applied in strict accordance with the manufacturers recommendations. Architectural drawings shall be read in conjunction with all relevant Engineers documentation. Contractor shall check and confirm on site all dimensions and discrepancies or differences within the contract documents prior to starting the works. This drawing must not be scaled. This drawing must be read in conjunction with relevant specification clauses. This drawing and the intellectual property it represents remain the copyright of Young + Richards Ltd.

SELECTED TIMBER CLADDING

200

CONCEPT

LEGEND

RL: 1.55 Parking Level

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2016 Young + Richards Ltd. 0

SCALE:

Studio Seal / Signature

Fax

RL: 3.42 1 : 50 BAY LEVEL

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RL: 4.45 FIRST FLOOR FFL

SHEET NOTES

RL: 1.05 COMFFL RL: 4.60 COM ROOF

PBL

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@ A1

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100

Sheet Number

A11.02

RL: 1.05 COMFFL

0

2016 Young + Richards Ltd.

RL: 0.00 sealevel

EXTERIOR ELEVATION - COMMUNITY BUILDING

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THE FINE PRINT All work shall comply with the N.Z.B.C. and all other relevant and associated standards, codes and Territorial Authority by-laws. All work shall comply with the terms and conditions of the Building, Resource and Demolition Consents issued for this project. All proprietary items and materials shall be fixed, installed or applied in strict accordance with the manufacturers recommendations. Architectural drawings shall be read in conjunction with all relevant Engineers documentation. Contractor shall check and confirm on site all dimensions and discrepancies or differences within the contract documents prior to starting the works. This drawing must not be scaled. This drawing must be read in conjunction with relevant specification clauses. This drawing and the intellectual property it represents remain the copyright of Young + Richards Ltd.

SELECTED TIMBER CLADDING GLAZING

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Name: Kennedy Point Marina Team: Y+R Ltd. Role: Architectural Graduate. Build BIM model for existing proposal

03 Portfolio

Assad Jaffer

052 : 1


A Court that acts as a lung through the section. Passive ventilation enabling lesser dependency on HVAC

Service spaces tucked into the main building, additionally serving temperature responsive design solutions.

Double glazed units at the entry is a response to the climate at Rourkela. This acts as a temperature enables convection cooling.

Fire safety plays an important role in servies. The response included an axial service core

Portfolio

Assad Jaffer

04

Name: National Institute of Technology Golden Jubilee Building. Location: Rourkela, India Budget: 17 million NZD appx. Team: InForm Architects. Role: Junior Architect BIM coordination. Detail design Documentation


05

SCALE: 1 : 100

-

Portfolio

Assad Jaffer

Name: #2 Tizard Rd,. Team: Y+R Ltd. Role: Architectural Graduate RC documentation. BIM model.


06

Name: 15 Parkside St Team: A+E Role: 3D model Optimization for best practices in 3D printing. Mesh Correction. Design Changes

Redesign of the stairway, foyer and Retain the existing proposal for the

Portfolio

Assad Jaffer


Roof

Structure: -

07

Proposal: Roof for Zayed College for Girls Team:Jaffer Design Studio Role: Architectural Designer Algorithmic design. Material research for sheet metal folding. Structural design optimization using L-systems. Material steel were implemented in the parametric process.

Portfolio

Assad Jaffer

-


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rafter profile**

rafter profile** rafter rafter profile** profile**

cvr. profile* cvr. cvr. tch match profile* profile* min. tg. extg.min. min. new& new

min. lapmin. lampin. lap

cvr.

Portfolio

Assad Jaffer

RISK SEVERITY medium A. wind zone low B. number of storeys low C. roof/wall junction low D. eaves width low E. envelope complexity medium F. decks medium TOTAL SCORE

RISK MATRIX FOR SOUTH ELEVATION -COMPLIES RISK SEVERITY A. wind zone medium low B. number of storeys low C. roof/wall junction medium D. eaves width low E. envelope complexity low F. decks low TOTAL SCORE


Low poly iteration

Structural Optimization

Planar addition to inform Structural optimzation case study

Structural optimization is selecand the current process uses -

Proposal: Roof structure Team: A. balaji, Kurian. Role:

09

Structural Optimization using Inspire 3D Low Poly modelling for Inspire. Re-iterate base conditions for best practice.

uration to force optimization

-

Force optimization to enable Alternatively, this can also be -

tion for wave-form and plane

Portfolio

Assad Jaffer


Aerial robotic assembly for 3D printing. Synchronousity between aerial robot, computer intelligence function and 3D printing mechanism.

Layering as a means for achieving behavour resulting in a loss of material behaviour. Stiffness and quick drying time allow for a generative construction methodology.

Material behaviour research is selective for a 2.5D printing process. While varous material properties were discovered. Conditions for aerial deposition were preferred.

Acheiving grid based behaviour resulted in a lack of structural stability in the printing process. This was later informa-

Material behaviour as a result of printing process as op-

This material mixture was a result of aerial printing behaviour deployment and additive mixture resulting in a stable structure and a successful printing methodology.

Implementing the successful mixture with the printing process in a layered system, we were able to successfully propose a layered aerial 3D printing methodology derived

3D printing mechanism was developed in conjuction with material behaviour. Viscous behaviour that resulted in a quick drying time allowed for material behaviour and aerial deposition.

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Project Plinthos Team: Rithu, Maria-Eleana, Raissa Role: Aerial Adobe material research. Aerial 3D printing mechanism Robitic Fabrication Process and documentation Robitic Ecology within project proposal; Computer-vision systems implementation Portfolio

printing process as the cross movements of the printing

10 Assad Jaffer


Model sand printed using 2.5D printing process using sand as a temporary support structure. Layering process allows for in conjuction with sand, which acts as a temporary support structure.

Flight behaviour is useful in some level of material behaviour and deposition.

Slumping of the printing material allowed for larger spans of 3D printing and combining this with layering resulted in long-span dune structure.

Computer simulations are able order to build structural methodoly for aerial 3D printing.

Portfolio

Assad Jaffer

areas requiring additional material and areas which are sel-supporting adobe shells.


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