Arc 382(Detailing)_Nauman Abdulhaq's final binder

Page 1

6.95 cm 90° 09 0cm 1cm 2cm 5cm 10cm 1.75cm 3.73cm2.42cm Arc 382 | S23 | Final detail drawing 23.5° 04030106 1.6 cm Ø 6cm 11 4cm 1.1cm Nauman Abdulhaq 90029 65° 07 15.9cm 6.6cm 10 3cm 080205 METAL LOUVER DETAIL DRAWING 01: Steel plate welded to I beam 02: Washer 03: Steel nut 04: Steel bolt 05: Locking washer 06: Steel shoe 07: Silicone filing 08: Perforation in metel sheets 09: Stainless Steel screws 10: C channel 11: Galvanized steel sheet (0.4 Cm) Scale- 1:1.4 Plan

Final Comprehensive Binder

Louver Detail Drawings And Research

MURABA Residences project by RCR Arquitectes, Dubai, United Arab Emirates

Design Proposal For Louver System

The project includes the creation of a new louver system for Muraba residences in Dubai

Japanese joints

Using an existing joint and creating detail drawings of it, followed by designing a pavilion with the same joint

Final Detail Drawings

Consists of revised detailed drawings for the proposal of the new louver system

Table Of Contents A1
A2 A3 A4
A1 Louver Detail Drawings And Research

RCR Louver System Detail Drawings

Detail Hand Drawings

Detail Hand Drawings

A2
Design Proposal For Louver System

Louver Inspiration

Louvre, Abu Dhabi

The inspiring beauty and architectural splendor of the Louvre in Abu Dhabi stands as a remarkable symbol of design and innovation.

The roof of the Louvre is the primary inspiration for the new louver design proposal. The intricate geometric patterns present in the roof captivated my attention and served as a basis for the louver design. The interplay of sunlight and shadow produced by the roof creates a visual impact, giving an overall aesthetic appeal.

The process of crafting the highly detailed lattice roof involved extensive research and rigorous testing over the course of several years. The outcome is an elaborate dome consisting of nine layers, featuring four tiers of uniquely engineered and interconnected stars for both upper and lower cladding.

The main focus in designing the louver was to achieve the desired “rain of light” effect while ensuring privacy within the residences without compromising the views and natural lighting from the outside. This objective was successfully realized through the utilization of a twolayered configuration of perforated metal sheets, bent at an angle, and interconnected with c channels on both sides. The perforations in the metal sheets played a crucial role in preserving the views and allowing sufficient light transmission, while the bending of the sheets added an extra layer of heat reduction, minimizing the heat gain from the sun.

Louver proposal

A100

3.6 m 08 10

A101 .04m

07 041109

Architect: Consultant: Design Check Approve plan/Elevation:

.05 m

THIS DRAWING IS COPYRIGHT AND SHOULD NOT BE USED OR REPRODUCED FOR ANY OTHER PURPOSE OTHER THAN WHICH IT IS SUPPLIED WITHOUT THE WRITTEN CONSENT OF NAUMAN ABDULHAQ. Client: 2.76 m

01 02 03 04 05 01: Steel reinforced concrete slab 02: Steel element for supporting fixing of galvanized steel louver 03: Perforations in louver 04: Louver made up of 2 galvanized steel sheets 05: Fixed window hidden profile 06: Precast GRC panel 07: Travertine stone paving 08: Steel fixing screws 09: I.P.E.-laminaed steel profile 10: Alucobond facade cladding panel 11: Thermal insulation

Key .20 m 3.25 m .26 m

06 11

09

title:

no.

Job no. Project Drawing
Drawing
Index Format: A3 Name Signature
Notes:

THIS DRAWING IS COPYRIGHT AND SHOULD NOT BE USED OR REPRODUCED FOR ANY OTHER PURPOSE OTHER THAN WHICH IT IS SUPPLIED WITHOUT THE WRITTEN CONSENT OF NAUMAN ABDULHAQ.

01: Alucobond facade cladding panel

02: Thermal insulation

03: Steel reinforced concrete slab

04: Perforation in the metel sheets

05: Steel screws used to connect the 2 galvanized sheets together to form the louver

06: Steel plate like element, welded to I-beam

07: Steel bolt used to connect the louver with the steel support.

08: Steel element for supporting fixing of galvanized steel louver

09: Silicone filing for air gaps

10: C channel

11: Galvanized steel sheet

12: Fixed window hidden profiles with insulating glass

Job no.

Project Drawing title: Drawing no.

Format: A3

Name Signature Notes: Architect: Consultant: Design Check Approve
Client: 4cm
Index
Key plan/Elevation:
02 03 1.1cm 1.7cm 0708 12 10 Ø 6cm 11 23.5° 15.9cm 01 06050409
A100

01: Thermal insulation

02: I.P.E.-laminaed steel profile

03: Alucobond facade cladding panel

04: Steel element welded to I-beam

05: Steel component used to connect the louver shoe with the I-beam

06: fixing Screws

07: Silicone filling

08: Steel bolt used to connect the louver with the steel support.

09: Steel shoe used to hold the louver

10: Galvanized steel sheet

11: Precast GRC panel

Key plan/Elevation:

Notes:

THIS DRAWING IS COPYRIGHT AND SHOULD NOT BE USED OR REPRODUCED FOR ANY OTHER PURPOSE OTHER THAN WHICH IT IS SUPPLIED WITHOUT THE WRITTEN CONSENT OF NAUMAN ABDULHAQ.

Architect: Consultant: Design Check Approve

Name Signature

Job no.

Project

Drawing title:

Drawing no.

Index

Format: A3

Client: 5.5 cm 07 06 05 04 03 02 09 01 1.25 cm 2.8 cm
11 10 08 A101

Architect: Nauman Abdulhaq

Consultant:

Key plan/Elevation:

Notes:

THIS DRAWING IS COPYRIGHT AND SHOULD NOT BE USED OR REPRODUCED FOR ANY OTHER PURPOSE OTHER THAN WHICH IT IS SUPPLIED WITHOUT THE WRITTEN CONSENT OF NAUMAN ABDULHAQ. Design Check Approve

Job no.

Project

Drawing title: 3 step Diagram

Drawing no.

Format: A3

Client: Professor Igor
Name Signature
1 3 2

Key plan/Elevation:

Notes:

THIS DRAWING IS COPYRIGHT AND SHOULD NOT BE USED OR REPRODUCED FOR ANY OTHER PURPOSE OTHER THAN WHICH IT IS SUPPLIED WITHOUT THE WRITTEN CONSENT OF NAUMAN ABDULHAQ.

Architect: Consultant: Design

Name Signature

Check Approve

Job no.

Project

Drawing title:

Drawing no.

Index

Format: A3

12
Client:
Exploded axonometric

Client: Professor Igor

Consultant:

Key plan/Elevation:

Notes:

Architect: Nauman abdulhaq THIS DRAWING IS COPYRIGHT AND SHOULD NOT BE USED OR REPRODUCED FOR ANY OTHER PURPOSE OTHER THAN WHICH IT IS SUPPLIED WITHOUT THE WRITTEN CONSENT OF NAUMAN ABDULHAQ.

Name Signature

Design

Check

Approve

Job no.

Project

Drawing title- exploded axon

Format- A3

Drawing no.-

Drawing index

43

Client:

Key plan/Elevation:

Notes:

THIS DRAWING IS COPYRIGHT AND SHOULD NOT BE USED OR REPRODUCED FOR ANY OTHER PURPOSE OTHER THAN WHICH IT IS SUPPLIED WITHOUT THE WRITTEN CONSENT OF NAUMAN ABDULHAQ.

Architect: Consultant: Design Check Approve

Name Signature

Job no.

Project Drawing title: Drawing no.

Index Format: A3

Client: Professor Igor

Architect: Nauman abdulhaq

Consultant:

Notes:

THIS DRAWING IS COPYRIGHT AND SHOULD NOT BE USED OR REPRODUCED FOR ANY OTHER PURPOSE OTHER THAN WHICH IT IS SUPPLIED WITHOUT THE WRITTEN CONSENT OF NAUMAN ABDULHAQ.

Job no.

Project

Drawing title: Connection render

Format: A3

Design Check Approve
Name Signature
Key plan/Elevation:

Client:

Key plan/Elevation:

Notes:

THIS DRAWING IS COPYRIGHT AND SHOULD NOT BE USED OR REPRODUCED FOR ANY OTHER PURPOSE OTHER THAN WHICH IT IS SUPPLIED WITHOUT THE WRITTEN CONSENT OF NAUMAN ABDULHAQ.

Architect: Consultant: Design Check Approve

Name Signature

Job no.

Project Drawing title: Drawing no.

Index Format: A3

Client:

Key plan/Elevation:

Notes:

THIS DRAWING IS COPYRIGHT AND SHOULD NOT BE USED OR REPRODUCED FOR ANY OTHER PURPOSE OTHER THAN WHICH IT IS SUPPLIED WITHOUT THE WRITTEN CONSENT OF NAUMAN ABDULHAQ.

Architect: Consultant: Design Check Approve

Name Signature

Job no.

Project

Drawing title:

Drawing no.

Index Format: A3

Client:

Key plan/Elevation:

Notes:

THIS DRAWING IS COPYRIGHT AND SHOULD NOT BE USED OR REPRODUCED FOR ANY OTHER PURPOSE OTHER THAN WHICH IT IS SUPPLIED WITHOUT THE WRITTEN CONSENT OF NAUMAN ABDULHAQ.

Architect: Consultant: Design Check Approve

Name Signature

Job no.

Project

Drawing title:

Drawing no.

Index

Format: A3

A3 Japanese joints

The Ashikatame beam joint is a traditional Japanese woodworking joint used in timber framing. It is a type of mortise-and-tenon joint that is commonly used to join beams at right angles, such as in the construction of post-and-beam structures or traditional Japanese timber buildings. In cases when there isn't a continuous ground sill to sustain the loads on the floor, an ashikatame beam joins posts and beams.The lengthy tenons glide past and over one another, increasing the surface area in contact and hence the resistance to twisting. With the help of two square hardwood pins, the beams are fastened to the column.

One notable feature of the Ashikatame joint is its aesthetic appeal, as it often results in a clean and elegant joint that showcases the natural beauty of the wood. It also provides good structural stability and can withstand the loads and stresses placed on beams in timber-framed structures.

Ashikatame Beam Joint

Element

THIS DRAWING IS COPYRIGHT AND SHOULD NOT BE USED OR REPRODUCED FOR ANY OTHER PURPOSE OTHER THAN WHICH IT IS SUPPLIED WITHOUT THE WRITTEN CONSENT OF NAUMAN ABDULHAQ.

Client- Igor Peraza

Project- A3 japanese joint

Drawing title- Elevations

Drawing no.1

Drawing unit: Milimeters

Scale-1:6

Format- A3

100 7070 50 210 210 7070 127.5 210 70 67.5 210 70 800 30 42.5 42.5 190 210 30 50 210 190 15 70 200 200 210 200 100 210 100 40760 800 100 100 100 240 24015800 210 30 100 100 70 190 1250 800 190 1250 800 50 100 30 50 ElevationC Elevation D Elevation C Elevation A ElevationA ElevationB ElevationD ElevationE ElevationF Elevation F Elevation EElevation B
A of the joint Notes:

Element B

Notes:

THIS DRAWING IS COPYRIGHT AND SHOULD NOT BE USED OR REPRODUCED FOR ANY OTHER PURPOSE OTHER THAN WHICH IT IS SUPPLIED WITHOUT THE WRITTEN CONSENT OF NAUMAN ABDULHAQ.

Client- Igor Peraza

Project- A3 japanese joint

Drawing title- Elevations

Drawing no.2

Drawing unit: Milimeters

Scale-1:6

Format- A3

of the joint
190 1100 70 50 100 15 5070 450 70 450 50 50 200 100 15 50 200 200 100 15 15 50 550 70 70 70 50 70 100 100 450 550 1100 100 350 190 190 75 190 50 70 70 15 200 450 1170 190 75 50 7575 15 15 1170 190 100 50 200 200 100 70 15 550 Elevation E ElevationA ElevationC ElevationF ElevationB ElevationD Elevation A Elevation B Elevation EElevation FElevation D Elevation C

Element C

Notes:

THIS DRAWING IS COPYRIGHT AND SHOULD NOT BE USED OR REPRODUCED FOR ANY OTHER PURPOSE OTHER THAN WHICH IT IS SUPPLIED WITHOUT THE WRITTEN CONSENT OF NAUMAN ABDULHAQ.

Client- Igor Peraza

Project- A3 japanese joint

Drawing title- Elevations

Drawing no.3

Drawing unit: Milimeters

Scale-1:6

Format- A3

of the joint
190 50 210 70 210 30 70 190 50 70 210 800 70 50 7070 7070 50 200 100 210 200 40760 100 1250 1250 100 800 30 190 100 210 127.5 190 67.5240 100 800 15800 42.5 210 42.5 15 800 30 200 100 240 30 100 210210 100100 210 ElevationB Elevation B Elevation F Elevation D Elevation A ElevationA ElevationD Elevation C ElevationE ElevationC ElevationF Elevation E
WHICH IT IS SUPPLIED WITHOUT Isometric view of the joint
North eastNorth west South westSouth eastNorth eastNorth west Vertical Element Horizontal Element South westSouth east

elements

joint,

21 4 Step Diagram 34

Project- A3 japanese joint

Drawing title- Joint diagram

Drawing no.5

of
Notes: THIS DRAWING IS COPYRIGHT AND SHOULD NOT BE USED OR REPRODUCED FOR ANY OTHER PURPOSE OTHER THAN WHICH IT IS SUPPLIED WITHOUT THE WRITTEN CONSENT OF NAUMAN ABDULHAQ. coming
together
Client- Igor Peraza
Format- A3

Notes: THIS DRAWING IS COPYRIGHT AND SHOULD NOT BE USED OR REPRODUCED FOR ANY OTHER PURPOSE OTHER THAN WHICH IT IS SUPPLIED WITHOUT THE WRITTEN CONSENT OF NAUMAN ABDULHAQ.

Section
joint
of complete
Client- Igor Peraza
15 970 100 280 40 730 755075 100 970 450 100 70 15 70 100100450 450 40 280 40 210 40 730 70 75 380 800200 40 770 450 240 730 50 100 75 280970 100 15 15 70380450 520 75 100 405075 SectionAA SectionBB Section AA Section BB
Project- A3 japanese joint Drawing title- Section Drawing no.6 Format- A3

THIS DRAWING IS COPYRIGHT

OTHER PURPOSE OTHER THAN WHICH IT IS SUPPLIED WITHOUT

coming
Multiple joints
Drawing title- Joint diagram 4
Module of joints to create a pavilion 2 3 1

History Of Japanese Wood Joinery

History And Culture

Over a thousand years ago, Japanese carpentry was shaped and evolved by adopting architectural influences from China starting in the 12th century. This traditional practice of woodworking draws inspiration from ancient Chinese wooden architecture and employs intricate joinery techniques. Notably, it involves constructing wooden furniture without relying on nails, screws, glue, or modern electric tools.Although construction methods that exclude nails and fasteners are not exclusive to Japan, the distinctive feature of Japanese joinery lies in the specific types of joints employed, the exceptional durability of the resulting structures, and the complete absence of iron.Apart from enabling convenient repairs, the absence of nails in construction not only enhances the resilience of buildings against Japan's frequent earthquakes but also allows the joints to flex and withstand seismic forces while retaining their structural integrity. While this is not the sole factor contributing to the longevity of these buildings over centuries, it undeniably plays a crucial role. Such techniques persist in modern construction practices as well.

Similar to various traditional Japanese arts like sushi-making or flower arranging, the realm of Japanese carpentry is teeming with individuals who have devoted their lives, spanning generations, to pursue an elusive state of perfection.In Japan, elaborate joinery techniques are utilized not solely for their practical benefits but also to emphasize the artistry involved and elevate the overall aesthetic appeal.

Tools Used

Artisans practicing traditional Japanese techniques rely on an extensive assortment of tools, with each tool having numerous sizes and variations, all meticulously sharpened to razor-like precision. Although power tools are sporadically employed for larger undertakings, it is the delicate hand-tools that take center stage in crafting the intricate joints essential to their projects.

Japanese chisels, known as "nomi," (image referenced below) feature slender blades designed for material removal, creating notches, or drilling holes in wood. Available in a vast range of shapes and sizes, these chisels possess exceptional sharpness due to their hardened steel construction, enabling effortless woodcutting. While a traditional Japanese craftsperson's workbench typically hosts numerous tools, these instruments hold paramount importance in Japanese joinery as they are the primary and frequently utilized tools.

Notes: THIS DRAWING IS COPYRIGHT AND SHOULD NOT BE USED OR REPRODUCED FOR ANY OTHER PURPOSE OTHER THAN WHICH IT IS SUPPLIED WITHOUT THE WRITTEN CONSENT OF NAUMAN ABDULHAQ.

Client- Igor Peraza

Project- A3 japanese joint

Drawing title- Introduction

Format- A3

Historical Context

joint representation through a pavilion

Idea of the Pavilion

The pavilion is set to be a type of a japanese restaurant which embraces the different types of seating with the help of the joint The pavilion is set in the middle of a plaza, makes it a prominent place for encouraging daily interaction between the people in the community

Exterior render of pavilion

Notes: THIS DRAWING IS COPYRIGHT AND SHOULD NOT BE USED OR REPRODUCED FOR ANY OTHER PURPOSE OTHER THAN WHICH IT IS SUPPLIED WITHOUT THE WRITTEN CONSENT OF NAUMAN ABDULHAQ.

Client- Igor Peraza

Project- A3 japanese joint

Drawing title- perspectives

Format- A3

Exterior render of pavilion

Exterior render of pavilion

Notes: THIS DRAWING IS COPYRIGHT AND SHOULD NOT BE USED OR REPRODUCED FOR ANY OTHER PURPOSE OTHER THAN WHICH IT IS SUPPLIED WITHOUT THE WRITTEN CONSENT OF NAUMAN ABDULHAQ.

Notes: THIS DRAWING IS COPYRIGHT AND SHOULD NOT BE USED OR REPRODUCED FOR ANY OTHER PURPOSE OTHER THAN WHICH IT IS SUPPLIED WITHOUT THE WRITTEN CONSENT OF NAUMAN ABDULHAQ.

Client- Igor Peraza

Project- A3 japanese joint

Drawing title- perspectives

Format- A3

Client- Igor Peraza

Project- A3 japanese joint

Drawing title- perspectives

Format- A3

Exterior render of pavilion

Notes: THIS DRAWING IS COPYRIGHT AND SHOULD NOT BE USED OR REPRODUCED FOR ANY OTHER PURPOSE OTHER THAN WHICH IT IS SUPPLIED WITHOUT THE WRITTEN CONSENT OF NAUMAN ABDULHAQ.

Notes: THIS DRAWING IS COPYRIGHT AND SHOULD NOT BE USED OR REPRODUCED FOR ANY OTHER PURPOSE OTHER THAN WHICH IT IS SUPPLIED WITHOUT THE WRITTEN CONSENT OF NAUMAN ABDULHAQ.

Client- Igor Peraza

Project- A3 japanese joint

Drawing title- perspectives

Format- A3

Client- Igor Peraza

Project- A3 japanese joint

Drawing title- perspectives

Format- A3

Interior render of
pavilion

Notes: THIS DRAWING IS COPYRIGHT AND SHOULD NOT BE USED OR REPRODUCED FOR ANY OTHER PURPOSE OTHER THAN WHICH IT IS SUPPLIED WITHOUT THE WRITTEN CONSENT OF NAUMAN ABDULHAQ.

Notes: THIS DRAWING IS COPYRIGHT AND SHOULD NOT BE USED OR REPRODUCED FOR ANY OTHER PURPOSE OTHER THAN WHICH IT IS SUPPLIED WITHOUT THE WRITTEN CONSENT OF NAUMAN ABDULHAQ.

Client- Igor Peraza

Project- A3 japanese joint

Drawing title- perspectives

Format- A3

Client- Igor Peraza

Project- A3 japanese joint

Drawing title- perspectives

Format- A3

Interior render of pavilion Interior render of pavilion
A4 Final Detail Drawings

Client: Professor Igor

Arc 382 S23 Final detail drawing 23.5°

04030106 1.6 cm

07 15.9cm 6.6cm

10 3cm

Nauman Abdulhaq 90029 65°

11 4cm 1.1cm

1.75cm 3.73cm2.42cm

09 0cm 1cm 2cm 5cm 10cm

080205 METAL LOUVER DETAIL DRAWING 01: Steel plate welded to beam 02: Washer 03: Steel nut 04: Steel bolt 05: Locking washer 06: Steel shoe 07: Silicone filing 08: Perforation in metel sheets 09: Stainless Steel screws 10: C channel 11: Galvanized steel sheet (0.4 Cm) Scale- 1:1.4 Plan

Architect: Nauman abdulhaq THIS DRAWING IS COPYRIGHT AND SHOULD NOT BE USED OR REPRODUCED FOR ANY OTHER PURPOSE OTHER THAN WHICH IT IS SUPPLIED WITHOUT THE WRITTEN CONSENT OF NAUMAN ABDULHAQ.

Ø 6cm

Name 90°

Notes:

Design

Check

Approve

Job no.

Project

Consultant: 6.95 cm

Drawing title- Louver section

Format- A3

Drawing unit- Centimenters

Scale- 1:2.5

Key plan/Elevation: Signature 5 10

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