Architecture portfolio
American University of Sharjah 2012-2017
Curriculum Vitae
Tel: +97150 4383384 E-mail: b00047090@aus.edu marwan.saksouk@gmail.com
PERSONAL INFORMATION Name: Marwan Salah Saksouk Date of birth: 29/7/1993 Country of origin: Lebanon Country of citizenship: Sierra Leone Marital status: single
Languages: Arabic (Native), English (Fluent), French (Intermediate) A magna cum laude graduate of the College of Architecture and Design at the American University of Sharjah (NAAB accredited program) whose passion lies in designing spaces, building programs and architecturals forms that enhance atmospheric experiences. I am also versed with digital softwares that perform three dimensional modeling and produce conventional architectural drawings. I am capable of designing projects at a comprehensive level linking aesthetics, functionality and ambience cohesively. EDUCATION Bachelor’s Degree in Achitecture American University of Sharjah CGPA: 3.76 - Magna Cum Laude Al Najah School in Abu Dhabi British System - IGCSE + AS/A level A-levels in: Maths - A Chemistry - A Biology - A EDUCATIONAL AWARDS Merit Award - 2012 Dean’s List - 2013 Chancellor’s List - 2014 (Bronze) Chancellor’s List - 2015 (Silver) Chancellor’s List - 2016 (Gold) SOFTWARE SKILLS Rhino - Vray Rendering AutoCAD Maya - Mental Ray Rendering Adobe Photoshop Adobe Illustrator Adobe Indesign ZBrush
EXTRA CURRICULAR ACTIVITIES American Institute of Architectural Students 2013-2015
Tel: +97150 4383384 E-mail: b00047090@aus.edu marwan.saksouk@gmail.com
Tau Sigma Delta Honours Society 2016-2017 Jeanne Claude and Christo Competition 2016-2017 Informal Group Classes on Rhino, AutoCAD, and Others 2013-2017 INTERNSHIP EXPERIENCES Khatib and Alami - Abu Dhabi Branch (Site Office/On-site, June 2015) Reviewing shop drawings On-site mock up installations Regular meetings with contractors and sub-contractors On-site inspection of building progress Editing final renders via photoshop for review Khatib and Alami - Dubai Branch (Consultancy Office, July 2015) Reviewing shop drawings Redesigning the interior of a Retail Center to enhance circulation and security Reviewing AutoCAD drawings of a rooftop restaurant design overlooking The Dubai Mall Raw NYC - Dubai Branch (Design Office, August 2016) Participated in October 6 Science City Competition in Egypt, Cairo Design of observatory and planetarium Execution of the majority of project renderings 3D Modelings of the Science City GRAPHIC WORK SAMPLES
Primary Portfolio Link : https://issuu.com/marwansaksouk/docs/portfolio_3.1 Secondary Portfolio Link : https://issuu.com/marwansaksouk/docs/portfolio_part_2
2
FPERCEPTION L O A T OF I NGESTALT G E IMAGE D E N
Oma r A lSa leh - L EED® Green A ssocia te Ma rwa n Sa ksouk
FROM THE CAMPUS PLAZA
A m e r i can Uni versi ty o f Sh a r j a h S t u d i o Ar ts Bui l di ng
SECTION
EMBEDDED CROSS STEEL SUPPORT INSULATION
6
23
40
17
8
GYPSUM PANEL DROP CEILING
20
2-POINT PERSPECTIVE
HOLLOW STEEL TUBE SUPPORT GYPSUM PANEL DROP CEILING
00
BLOCKING
T-STEEL GLASS CURTAIN WALL
Table of Contents 1
Interlock
Third year architecture
Spring semester 2015
Instructor : George Katodrytis
ARC 302
2
Venturi Seating
Fourth year architecture
Fall semester 2016
Instructor : Mathew Trimble
ARC 401
3
Floating Eden
Fourth year architecture
Spring semester 2016
Instructor : George Newlands
ARC 402
4
Crimson Tower
Fifth year architecture
Spring semester 2017
Instructor : Jason Carlow
ARC 502
5
Architectural Detailing
Third year architecture
Spring semester 2015
Instructor : Camilo Cerro
ARC 382
4
Interlock :
An architectural gallery + other things designed in components that join together in a key and lock fashion each housing specific programs per component.
SEC AA
6
8
330
200
TOP OF COPING +27.0m
130
COPING SLOPING SCREED
110
SKY LIGHT ROOF MEMBRANE ROOF SLAB REBAR LIGHT FIXTURE HVAC SYSTEMS
690
550
DOUBLE GLAZING FLUORESCENT LIGHT PERFORATED STEEL PANELS 1660
BLOCKING
ROOF TERRACE
STUDD WALL TOP OF SLAB +20.0m 30
WOOD FLOORING
SLEEPERS FIRST FLOOR SLAB
600
630
WHITE GYPSUM PANEL
MDF PANEL
FIRST FLOOR / STUDIOS AND OFFICES
30
STEEL TUBE
CONCRETE FORMWORK
600
2700
PLENUM SPACE
940
EMBEDDED GLASS PANELS
TOP OF SLAB +2.6m
GROUND FLOOR
WAFFLE FLOOR SLAB
150
35
60
40
INSULATION WATER BARRIER
GLASS RAILING
GRADE LEVEL 0.0m
600
1090
845
EXPANSION JOINT
15
DIVIDER JOINT
30
TOP OF SLAB -6.2m
TERRAZO FLOORING CLEAVAGE MEMBRANE
60
245
140
CONCRETE BED GRAVEL VAPOR MEMBRANE FOOTING
UNDERGROUND BASEMENT
10
Venturi Seating :
A design build studio project that combines a solar chimney and venturi effect to enhance the thermal comfortability of a space by manipulating wind velocity.
EXPLODED AXONOMETRIC EXPLODED AXONOMETRIC
SITE PLAN
SITE ANALYSIS
OVERALL DIGITAL MODEL
SCALE 1:100
SCALE 1:50
OVERALL DIGITAL MODEL
STRUCTURAL SKIN MODELLING
CONTOUR RINGS
STRUCTURAL SKIN MODELLING
CONTOUR RINGS SUN PATH
A ORDER OF EMBEDED LAYERS
ORDER OF EMBEDED LAYERS
LOFT SURFACES
LOFT SURFACES
WIREFRAME EXTRACTION
MAIN CIRCULATION
OUTER LAYER WOOD
MORPHING OUTER CONTROL POINTSLAYER
WOOD
WIREFRAME EXTRACTION
MORPHING CONTROL POINTS
INTERNAL DIVIDER INTERNAL DIVIDER + SOLAR CHIMNEY + SOLAR CHIMNEY PANELS
PANELS
SEPARATE TUNNELS
SEPARATE TUNNELS
PIPE COMMAND FOR BOLTS + OFFSET CURVE FOR STRUCTURE PIPE COMMAND FOR
WIND PATH
BOLTS + OFFSET CURVE FOR STRUCTURE
A STEEL FRAMES
CREATE OPENINGS
STEEL FRAMES
INTERIOR COLORED GLAZING
CREATE OPENINGS
INTERIOR COLORED GLAZING
KEY PLAN OF AUS
1
3
2
4
WHY THE COURTYARD SITE ? 1 - AD2 1- PRESENCE OF THE VENTURI EFFECT ABOVE THE SITE. 2 - AD1
3 - STUDENT CENTER
4 - STUDENT CENTER
REBUILD AND SPLIT SURFACES
OVERALL ANALYSIS
REBUILD AND SPLIT SURFACES
GRASSHOPPER ALGORYTHM FOR MAPPING IMAGE
PERFORATED STEEL PLATES
PERFORATED WIREFRAME STEEL PLATES EXTRACTION
PARTI DIAGRAM WIREFRAME EXTRACTION
2- SITE HAS A COURTYARD CONDITION WITH CIRCULATION HAPPENING AROUND IT. 3- SITE IS UNPROTECTED FROM THE HARSH SUN AT NOON.
GRASSHOPPER ALGORYTHM FOR MAPPING IMAGE
PARTI DIAGRAM
4- CURRENT SITE CONDITIONS (BENCHES) DO NOT MAKE MUCH USE OF THE SITE OPPORTUNITIES IT PROVIDES. 5- LOCATION OF SITE IS NEAR CAAD LABS, THEREFORE IT IS EASY TO FABRICATED AND TRANSPORT MATERIALS. 6- BASED ON OBSERVATIONS, STUDENTS GO THERE TO RELAX DESPITE THE CURRENT SITE CONDITIONS.
12
IMAGE REFERENCES TO SITE
DIAGRAMATIC PROGRESSION
RENDERED SECTION AND CONCEPT
CONCEPT?
GESTALT CONSTRUCT?
HIGH PRESSURE DUE TO EXISTING WIND CURRENT
CULTURAL ARTIFACT?
WIND TOWER + SOLAR CHIMNEY + SEATING SPACE
STRUCTURAL SKIN WITH PERFORATIONS MAPPING AN IMAGE
MAJLIS AND BARJEEL
DARK HEAT CONDUCTING METAL FOR ABSORBING HEAT, WARMING UP THE SURROUNDING AIR FOR THE STACK EFFECT
AIR FLOWS WITHIN THE TUNNEL DUE TO PRESSURE DIFFERENCE ( FROM HIGH TO LOW PRESSURE SEEKING EQUILIBRIUM) PERCEPTION OF GESTALT IMAGE FROM THE BRIDGE SITE
STACK EFFECT CREATES A VACCUM EFFECT BY FURTHER REDUCING THE PRESSURE
LOW PRESSURE DUE TO HEIGHT DIFF. AND LACK OF WIND CURRENTS
SEATING SPACE THAT IS THERMALY COMFORTABLE
PERCEPTION OF GESTALT IMAGE FROM THE BRIDGE SITE
PREVIOUS MOCK UPS AND PROTOTYPES
MOCK UP CONSTRUCTION METHOD
MOCK
MOCK UP 1
UP 2 MOCK UP DOCUMENTATION AND PROCESS
STEEL PANEL ASSEMBLY
PANEL TO PANEL CONNECTION = BOLTED THROUGH
OVERALL COMPONENT
EMBEDED ACRYLIC PANEL
PROTOTYPE
ANALYSIS OF MODELS :
CONCEALED STEAL ANGLE
DOUBLE BOLT PIVOT STEEL ANGLES
PROTOTYPE -DOES NOT DEAL WITH DOUBLE CURVATURE BOTH MOCK UPS USES THE WOOD PANELS AS STRUCTURE INCREASES THE DEAD LOAD OF THE SKIN AND DOESNT PROVIDE A SEALED EDGE WHEN A BEND OCCURS
DETAIL 3 STEEL TO ACRYLIC CONNECTION = BOLTED RIGHT ANGLE
STEEL TO WOOD CONNECTION = SCREWED
OVERLAYED WOOD PANEL
DETAIL 2
DETAIL 1
DETAIL 4
STEEL RIBS ASSEMBLY
DETAIL 2 - STEEL ANGLE + BOLT
DETAIL 3 - FOLDED METAL + BOLT
DETAIL 1 - SCREWED
DETAIL 4 - METAL KNOTCHES
RIB TO RIB TO METAL PANEL CONNCTION = BOLTED THROUH
PREVIOUS MOCK UPS AND PROTOTYPES MOCK UP 1
MOCK UP 2
14
PHYSICAL MODEL + CONTEXT - SCALE 1:25 PROTOTYPE
BIRDS EYE
BRIDGE VIEW
FROM PLAZA
Floating Eden :
Comprehensive design of an art studio in the American University of Sharjah. The level of of drawings generated reach up to construction documets, rcps, detailed wall sections, and structural diagrams.
B
A
C
D
13
D
13
E
14
4
4
14
14
2
17
F
E
13
1
W11
W11
W11
W11
W11
W11
W11
5
W11
W11
W11
W11
A
W11
12
A
W11
W11
W11
W11
W11
24
15
W11
2 51
W11
Studios (370 m2)
W11
W11
W11
W11
W11
41
12
W11
W11
4
Balcony
Skylight TYP.
3
Open to Below
4 A-401
W11
14
Research Library (370 m2)
Library Component
Library Component
Gallery (45 m2)
13
12
DN
C
2
1 A-403
7
Toilet (23 m2)
W14
Office (8 m2)
8
11
Toilet 10 (23 m2)
6
W14
Office (8 m2)
5
W14
Office (8 m2)
4
W14
Office (8 m2)
3
Office (8 m2)
2
Egress
4
9
12
1
W12
W12
W12
W12
Mech. Room (12 m2)
6
W13
DN
W12
B
B
3
7
5
4
17
3
3
3
3
3
4
8
8
2
75
N
NO.
1 A-104
SECOND FLOOR PLAN
E
D
SCALE 1:200
DESCRIPTION
DATE
American University of Sharjah
16
AUS CAMPUS - SITE B A4
MARWAN SAKSOUK OMAR ALSALEH
C - 72475
A
B
C
D
E
F
A
B
C
D
E
F
TOP OF SCREEN +19m
TOP OF SCREEN +19m TOP OF SLAB +15m
TOP OF SLAB +15m TOP OF SLAB +11m
TOP OF SLAB +11m
TOP OF SLAB +7.7m
TOP OF SLAB +7.7m TOP OF SLAB +3.7m
TOP OF SLAB +3.7m GRADE LEVEL 0.0m
1
SECTION BB
1
SECTION BB
A-253
A-253
GRADE LEVEL 0.0m
SCALE 1:150
SCALE 1:150
A
B
C
D
A
B
C
D
E
F
E
F
TOP OF SCREEN +19m
SKYLIGHT TYP. TOP OF SCREEN +19m 1
SKYLIGHT TYP.
TOP OF SLAB +15m
2
3
4
LIGHT GREEN TERRACOTA LOUVRES
TOP OF SLAB +15m TOP OF SLAB +11m
TOP OF SCREEN +19m
TOP OF SLAB +11m
TOP OF SLAB +15m
TOP OF SLAB +7.7m
TOP OF SLAB +11m
TOP OF SLAB +7.7m TOP OF SLAB +3.7m
TOP OF SLAB +7.7m
TOP OF SLAB +3.7m GRADE LEVEL 0.0m TOP OF SLAB +3.7m
2
SECTION CC
2
SECTION CC
A-253
A-253
1
NO.
SCALE 1:150
GRADE LEVEL 0.0m
1
SCALE 1:150
A-251
2
3
DESCRIPTION
NO.
GRADE LEVEL 0.0m
4
DATE
DESCRIPTION
DATE
TOP OF SCREEN +19m
S-2 ARCHITECTS S-2 ARCHITECTS
TOP OF SLAB +15m
TOP OF SLAB +11m
TOP OF SLAB +7.7m
SCALE 1:200
4
SECTION
LIGHT GREEN TERRACOTA LOUVRES
SECTION DD
3
2
DARK GREEN TERRACOTA LOUVRES
AUS CAMPUS - SITE B SECTION A4 AUS CAMPUS - SITE B OMAR SALEH - MARWAN SAKSOUK A4 PROF. GEORGE NEWLANDS OMAR SALEH - MARWAN SAKSOUK s2@ss-architects.com PROF. GEORGE NEWLANDS
MARWAN SAKSOUK OMAR SALEH
C - 72475
MARWAN SAKSOUK OMAR SALEH
C - 72475
1
A-253 A-253
TOP OF SCREEN +19m
TOP OF SLAB +15m
TOP OF SLAB +11m
TOP OF SLAB +7.7m
s2@ss-architects.com TOP OF SLAB +3.7m
TOP OF SLAB +3.7m
GRADE LEVEL 0.0m
GRADE LEVEL 0.0m
1
A-251
SECTION DD
4
2
A-251
SCALE 1:200
3
2
DARK GREEN TERRACOTA LOUVRES
1
SECTION EE
SCALE 1:200
18
NO.
W-SECTION STEEL BEAM
W-SECTION STEEL BEAM SCREEN FRAME (STEEL)
TOP OF SCREEN +19m
W-SECTION STEEL BEAM SCREEN CONNECTION STEEL FRAME
STEEL PIPE CONNECTION TO THESCREEN SCREEN STEEL
EMBEDDED CONNECTION
TERRACOTTA LOUVRES
TERACCOTTA LOUVRES LOUVRES CONNECTION TO THE SCREEN
STEEL COPING
TERRACOTTA LOUVRES STEEL COPING
ROOF MEMBRANE BLOCKING ( FOR DRAINAGE ) SCREED INSULATION CONCRETE SLAB
DRAINAGE BLOCKING SCREED ROOF MEMBRANE CONCRETE SLAB
TOP OF SLAB +15m
STEEL BEAM (BACK ELEVATION)
ELECTRICAL SUPPLY DUCT REBAR STEEL MULLION
INSULATION STUDD WALL WOOD SHELF WOODEN SHELF WOODEN DESK STEEL ANGLE
REGLET
TOP OF SLAB +11m
SECOND FLOOR SLAB ANCHOR PLATE
PERFORATION IN THE WAFFLE SLAB
W-SECTION STEEL BEAM (BACK ELEVATION) ELECTRICAL SERVICE DUCT
ANCHOR PLATE
TRANSPARENT GLAZING
W-STEEL SECTION
STEEL MULLION BACK ELEVATION PERFORATED PLYWOOD PANEL
WELDED CONNECTION WELDED CONNECTION TO W-SECTION CONNECTION PIECE FROM W-SECTION TO STEEL FRAME
DOUBLE GLAZING
PIVOT CONNECTION TO FRAME
HORIZONTAL STEEL MULLION
CONCRETE BEAM SUPPORTING STAIRS STEEL TUBE (BACK ELEVATION
SKYLIGHT FOR OFFICES FROSTED GLAZING
STEEL FRAME (BACK ELEVATION) TERACCOTTA COMPONENT 1 STEEL HOOK IN THE FRAME CONNECTION PIECE
GLAZED DOOR (BACK ELEVATION)
CONNECTION FIXTURE TO LOUVRES TERACCOTTA COMPONENT TWO
INSULATION
STEEL RAILING STEEL HANDLE
DRYWALL
A-300
BLOW UP DETAIL
SCALE 1:5
STEEL ANGLE
WOOD PLANKS
SHADOW REVEAL
TOP OF SLAB +3.7m
CONCRETE PLATE CAST EMBEDED INSULATION RAFTERS
LIGHT FIXTURE
FIRST FLOOR SLAB
CONCRETE COLUMN (BACK ELEVATION)
ELEVATOR DOOR (BACK ELEVATION)
BRICK PAVING COMPACT SAND CONCRETE CURB
CURB
CONCRETE CURB
CONCRETE SLAB CONCRETE SLAB
GRADE LEVEL 0.0m
CONCRETE BED GRAVEL
GRAVEL STEP FOOTING FOUNDATION
GRAVEL
DRAINAGE
EARTH
1 A-301
2
WALL SECTION - INTERIOR ELEVATION
SCALE 1:50
DESCRIPTION
EARTH
A-301
DATE
WALL SECTION
EARTH
3 SCALE 1:50
A-301
WALL SECTION - EXTERIOR ELEVATION
SCALE 1:50
20
SECTION AUS CAMPUS - SITE B A4
MARWAN SAKSOUK OMAR SALEH
TERACCOTTA LOUVRES
PRIMARY STEEL STRUCTURE
1
SOUTH ELEVATION - BRIDGE
S-107
SCALE 1:100
GLASS PANEL RAILING
2
SECONDARY STEEL STRUCTURE
STEEL FRAME SCREENS
PRIMARY STEEL STRUCTURE
SECONDARY STEEL STRUCTURE 20 BY 20 CM
STEEL FRAME SCREENS
WOOD HANDRAIL
EXHIBITION STAND TYP.
STRUCTURAL ELEVATION - BRIDGE
S-107
SCALE 1:100
STEEL FRAME SCREENS 300 BY 150 CM
PRIMARY STEEL STRUCTURE 50 BY 50 CM
CONCRETE COLUMNS
SECONDARY STEEL STRUCTURE
CONCRETE COLUMNS 50 BY 40 CM
SECONDARY STEEL STRUCTURE
TERITIARY STEEL STRUCTURE
3
FRAMING PLAN - BRIDGE
S-107
DESCRIPTION
SCALE 1:100
DATE
22
SECTION AUS CAMPUS - SITE B MARWAN SAKSOUK OMAR SALEH
Crimson Tower :
A highrise building focused on thickening the facade in order to increase its weather performative abilities incorporating inhabitation and a wide variety of other programs (commercial, residential, and officespaces.
ARC 502 - THICK SKINS - CRIMSON TOWER
ARC 502 - THICK SKINS - CRIMSON TOWER
retail floor plan typical
orth levation
A
A
B
B
office floor plan typical
scale 1 : 150 0
5m
residential floor plan typical 1
SECTION AA
A
A
B
B
residential floor plan typical 2
A
A
A
A
B
B
B
B
scale 1 : 150 0
5m
24
ARC 502 - THICK SKINS - CRIMSON TOWER
ARC 502 - THICK SKINS - CRIMSON TOWER
SECTION BB
courtyard 4
SOUTH
SECTION AA
WEST modules have an extended right wall for west sun shading
2
3
5
4
1 1 1
2
3
5
2
3
5
3
5
2
1 1 1
2
3
5
1
2
3
5
1 1 1
2
1 1 1 1 1
5
5
3
1 1
courtyard 3
3
5
5
5
5
2
3
5
2
3
5
2
3
4
4
2
3
4
1
2
3
3
2
3
3
1 1 1 1 1 1
2
3
2
3
2
3
4 3
3
3
2
1
1
2
1 1 1
2
3
2
3
2
3
2
3
1 1 1 1 1 1 1 1
3
2
3
2
3
2
3
2
1
3
2
1
3
2
3
2
3
2
3
1 1 1 1 1
1 1
2
1 2
1
2
2
2
2
2
1 1
1
1
1
1
1 1
2
2
1
1
2
1
2
2
1
1
2
3
3
3
3
2
3
3
3
3
3
3
retail section (food + shopping)
2
3
2
3
0
5m
1
3
3
2
2
2
2
2
1 1
2 2
2
1
2
2
2
2
2
1
2 2 2
2 2
2
1
2 2 2
2 2
2
1
2 2 2
2
2
2
1
2
2
2
1
2
2
2 2
2 2
1
2
2 2
1
2 2
2 2
2 2 2
2
2 2
2 2
2 2 2
2
2
2
2
2
2
2
1
2
1
2 2
2 2
2 2 2
2
2 2
2 2
2
2
1
2
1
2 2
2
3
4
2 2
3
4
3
4
1
2
3
4
3
4
2
3
4
2 2 2 2
3
4
3
4
3
2
2
2
2
4
3
4
3
4
3
2 2
2
2
1 1 1 1
4
3
2
1
4
3
2
1 1 1 1
4
3
2
1
2
5
5
4
3
4
3
2 2 2 2
3
4
5
3
4
5
4
3
3
4
5
4
3
4
5
4
4
5
4
3
2
2 2
2
3
2
2 2
2
3
2
2 2 3 3
4
5
4
4
5
4
4
4
4
1
2
2
3
2
2
2
3
2 2
2
2
1 1 1 1 1 1 1 1 1 1 1 1 1
4
3
2
2
2
5
4
3
2
2
5
2
3
4
2
2
2
2
3
4
2
5
2
2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
2
2 2
2 4 2
5
2
2 2 2 2
3
2
2 2
2
3
2
2 2
2
3
2
2 2
2
3
2 2
3
4
1 1 1 1 1 1 1 1 1
2
2 2
2
1 1
2
2
1
1
1 1 1
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
2
2
2 2
2
1 1
2
1
2
1
1
1
2
1
1
2
1
1 1 1
1 1 1
2
2
2
2
2
2
2 2
2 2
2
2
2
2
2 2
2
2
1
1
2 1 1
1 1 1 1 1 1 1 1 1 1 1 1 2 2 1 1 2 2 2
2 1
1
1
2 2
2
2
2
1
2
2
2
2 2
2
2
2 2
2
2 2
2
2
2 2
2
1
2
2 2
2
2
2 2
2
1
1
2
2 2
2
2
2 2
2
1
1
2
2 2
2
2
2 2
2
1
2
1
1
1
2
2
1 1
1
1
4
2
2
3 2
2
2
1 1 1
3
3
3
4
5 2
4
4
2
1 1
1
1
2
1
2
1
3
4
2
5
1
2 2 2
courtyard 2
scale 1 : 150
1
2
2
EAST modules have an extended left wall for east sun shading
2
3
2
1
offices section
1
2
2
1
1
2
1 1 1
1
2
2
2
2
1
1
2
2
1
courtyard 2
2
2
2
2 2
2
1
2
2
2
2
1
1
2
1
1
2
2
2
2
1
2
2
2
2
1
1
2
2
1
1
2
4
4
1
1
3
2
2
2
1
2
3
1 1 1 1 1 1 1 1 1
1
2
2
2
1
1
2
2
1 1 1 1
1 1 1
2
3
1 1 1 1
2 1
3
5
1
3
3
5
4
1 1 1 1 1 1 1 1 1 1 1 1 1 1
2
5
1
1
residential type 2
modules have an extended floor plate for north sun entry
5
2
residential type 1
NORTH
modules have an extended roof plate for south sun shading
1
2 2
1 1
2 2
2
2
2 2
2
2
2 2
2
2
2 2
2
1
2
2 2
2
2
2 2
2
1
1
2
2 2
2 2
2
1
1
2
2
1
1
1
1
1 1 1
26
ARC 502 - THICK SKINS - CRIMSON TOWER
ARC 502 - THICK SKINS - CRIMSON TOWER south elevation
west elevation
6- corner circulation cores
east elevation
north elevation
courtyard 4
courtyard 4
residential section one
residential section one
courtyard 3
courtyard 3
residential section two
residential section two
courtyard 2
courtyard 2
retail section
retail section
courtyard 1
courtyard 1
office section
office section
lobby zone
lobby zone
28
ARC 502 - THICK SKINS - CRIMSON TOWER 1- tower volume
2- program divisions
3- courtyard subtraction
4- facade grid divisions
1- footprint typical
5- residential typical section design
6- structure insertion
7- core subtraction
8- courtyards + bridges insertion
2- service core moved to peripherals
3- facade articulation
30
32
1
Architectural Detailing : METAL BEAM
A course that covers a series 2 EXTERIOR ROOF PAVING of detailed wall sections, built 3in cabinets, and COPING glazing details. 4 1
5 2 3 4
8 5
9
DROP CEILING FOR UTILITIES 1
2
WOOD SHEETS 4
STEEL STUDS 5
HOLLOW CORE ROOF SLAB W/ RIGID INSULATION METAL HANGERS
3
DROP CEILING FOR UTILITIES
9
8
3
COPING
7
7
HOLLOW CORE ROOF SLAB W/ RIGID INSULATION METAL BEAM
EXTERIOR ROOF PAVING
6
6
1
RIGID INSULATION 2
WOOD SHEETS
10
ANCHORING PANELS
6
4
STEEL STUDS
11
POLISHED GRANITE STONE PANELS
5
METAL HANGERS
12
7
CONCRETE MASONRY UNITS
12
8
RIGID INSULATION
13
10 14 11 15 12
9
SOFFIT
11
ANCHORING PANELS
REINFORCED CORRUGATED CONCRETE WALL POLISHED GRANITE STONE PANELS EXTERIOR PAVING W/ GRAVEL
7
CONCRETE MASONRY UNITS
12
13
13
10
6
9 10
SOFFIT
11
14
14
REINFORCED CORRUGATED CONCRETE WALL
15
EXTERIOR PAVING W/ GRAVEL
8
15 13
14
0.1 0.2
0.5
STEEL EDGE BEAM
COPING
0.7
3.1
COPING
4.0
1.6
2.1
WOOD BEAMS W/ STEEL EDGE BEAM STUD
TEN SHEETS RIGID INSULATION ON ROOF SLAB
0.6
POLISHED GRANITE STONE PANELS
0.6
0.6
0.6
CHANNEL CONNECTING STUD TO PLYWOOD PAVING ON SLEEPER
GAP FOR INTERIOR LIGHT
0.6
0.6
GYPSUM PANELS
1.0
WOOD BEAMS
7.0
15.0
0.6
15.0
0.6
8.5
0.6
0.5
0.6
0.6
1.5
DROPPED CEILING W/ PULLEY SYSTEM ATTACHED TO CONCRETE SLAB
0.6
1.0
DIAGONAL BRACING WOOD STUDS
0.6
CONCRETE MASONRY UNITS
1.5
0.6
STEEL CHANNEL HOLDING RIGID INSULATION
0.6
STEEL HANGERS AS SPECIFIED FROM MANUFACTURER POLISHED GRANITE STONE PANELS
SOFFIT
0.3
0.5
0.7
0.6
SCREED FOR LEVELING FLOOR PRE-CAST HOLLOW CONCRETE SLABS
ALUMINUM WINDOW MULLEINS AS SPECIFIED
1.3
1.2
BOLT IN CAST-IN ANCHOR SLOT
3.0
3.2
STOREFRONT GLAZING
1.4
1.5
DOUBLE GLAZING FOR INSULATION STOREFRONT GLAZING
1.1
0.2
TILE PAVING OVER GRAVEL RIGID INSULATION
1.0
1.0
1.1
0.2
TILE PAVING OVER CONCRETE SLAB
DRAINAGE PIPE
PARTIAL ELEVATION
SECTION BB’
SCALE 1:30
SCALE 1:30
ARCHITECTURAL DETAILING | MID-TERM ASSIGNMENT
MEASURES IN METERS
15 MARCH 2015
KHALED I. H. ABUSHAHLA MARWAN SAKSOUK
MA 34
A3: BRICK WALL SECTION DETAIL COURSE CODE: ARC 382
NAME: MARWAN SAKSOUK ID: 47090
17
TOP OF COPING
8
3
STONE COPING
SLOPING SCREED FLAT COPING RIDGID INSULATION
229
TOP OF ROOF SLAB GALVANIZED HANGER
RECESSED LIGHT 40 10
20 10
CONCRETE TEXTURE
112
585
DOUBLE GLAZED WINDOW
WOODEN WINDOW SILL
WINDOW DETAIL
155
GYPSUM BOARD
REINFORCED CONCRETE LAMINATED PLYWOOD PANEL
25
60
TOP OF SLAB
BOTTOM OF FOOTING
PARTIAL ELEVATION
SECTION
36
SCALE 1:20
MARWAN SAKSOUK
SECTION
8
GYPSUM PANEL DROP CEILING
20
2-POINT PERSPECTIVE
EMBEDDED CROSS STEEL SUPPORT
40
17
INSULATION
23
HOLLOW STEEL TUBE SUPPORT
6
GYPSUM PANEL DROP CEILING BLOCKING
100
T-STEEL GLASS CURTAIN WALL BACK ELEVATION
DIAGONAL STEEL BRACING MULLION
23
230
314
345
AIR GAP
101
DOUBLE GLAZED STORE FRONT
GLASS PANEL CURTAIN WALL BOLTED CONNECTION SUPPORT
25
STEEL MULLION SEALANT
TILE FLOORING
8
20
ADHESIVE PANEL
ASSIGNMENT NUMBER:
A7
TITLE:
GLASS DETAILING
STUDENT’S NAME:
EMAIL CONTACT:
MARWAN SAKSOUK B00047090@AUS.EDU
COURSE CODE:
ARC 382
38
Contact Information Mobile number : +971504383384 Email 1 : marwan.saksouk@gmail.com Email 2 : marwan94@live.com Email 3 : b00047090@aus.edu Facebook : https://www.facebook.com/marwan.saksouk
Secondary Portfolio Link : https://issuu.com/marwansaksouk/docs/portfolio_3.1 Tertiary Portfolio Link : https://issuu.com/marwansaksouk/docs/portfolio_part_2 40