DONIA Undergraduate Works
DONIA ABDELMOTAAL
Bayonne, NJ 07002 (6244-314(201 Donia.Abdelmotaal@gmail.com
Objective: Interested to become an intern to enhance my knowledge of architecture and design. Key Skills: AutoCad Rhino Vray Adobe Programs (Illustrator, Photoshop, InDesign) Construction Drawings Shop Drawings Corel Model Making Hand Drafting Architectural Interior Design Mood Boards Blogging Design Research Environmental Research Education: New Jersey Institute of Technology Major: Bachelors of Architecture Five Year Program Concrete Industry Management Minor: Environmental Studies and Sustainability Business Languages: English, Arabic, Spanish (basic)
TABLE OF CONTENTS
01
DISTORTED
02
FLUIDITY
03
MEDIATING MAINSTREET BOONTON FIRE STATION..........................................................................................................................................................................................................
04
ANTHROMETRIC
05 06
50 JAMES STREET FACADE........................................................................................................................................................................................................ 2-1
RIVERFRONT BIKE PAVILLION................................................................................................................................................................................................... 3-4
5-7
WORKSPACE................................................................................................................................................................................................................................... 8
STAIRS
CONSTRUCTION DRAWINGS ................................................................................................................................................................................................... 9-10
DECORILLA
ARCHITECTURAL INTERIOR DESIGN................................................................................................................................................................................................. 11
01
DISTORTED 50 JAMES STREET FACADE Spring 2014
Design Partner: Sara Kowal Professor: Julianne Gola-Papa
This project explored distortion of conventional facade.The large glass window acts as a sun cathcher and still serves the original function of a bay window; seeing all angles of the street. The facade came to be from gradually twisting the bay window that is located on the facade to its left. The result was based on its viewing capability as well as its ability to catch the most
seasons
Winter Spring Summer Fall
Front Elevation
Plan AA
Plan BB
PPlan CC
02
B
N
W
FLUIDITY
RIVERFRONT BIKE PAVILLION Fall 2012
Professor: Daniel Kopec
The basic concept of this pavillion is movement and movement is all
A
S
building parts on both ends of the pavillion to allow users to park their bikes. I wanted to design a
E
A
ground only to join it again.
Bike placement
B
RENTAL ENTRANCE
RETURN ENTRANCE
Elevation
Section AA
Plan
Section BB
03
MEDIATING MAINSTREET BOONTON FIRE STATION Spring 2014
Professor: Julianne Gola-Papa Design Partners: Studio of 15 people
On the corner of Main Street and West Main Street in Boonton, New Jersey, there exists a moment of programattic and conceptual contemporary, business, civil, residential, and functional faces of Boonton are all present. The design this corner seeks to act as a mediator between the colliding forces in the community. While continuing to embrace the contrasts between program and concept. Historically, Boonton’s residents
DATUM WALLS SPLIT PAD INTO TWO SECTIONS
FACADES
CREATE BARRIER ON EITHER SIDE
SCREENS
BARRIER BECOMES SELECTIVELY POROUS
ROOF SLABS PROMOTE INHABITATION
ELEVATION CHANGE
by way of a bell.When this bell sounded, volunteers would gather their equipement and defend the town, while townspeople would rush to the bell to hear of the current events. With the inclusion of a new bell tower, the project also seeks to restore the Fire House’s deep relationship with the community as a public forum, and a permeable community resource.
GUIDE CIRCULATION
OPENINGS DATUM WALLS BECOME POROUS
SKY LIGHT CREATES ENCLOSURE WHILE ALLOWING LIGHT TO ENTER
LANDMARK
DATUM
ORGANIZATION
HINGE
GRAIN
FOCAL POINT
THRESHOLD
Historic Connection.
Bell tower extends to create a datum.
Datum becomes organizing element.
Datum becomes a pivot point within site.
Horizontal masonry screen contrasts datum.
Roof slants and ramp guide circulation.
Porosity allows passage of people, light, and views.
04
ANTHROMETRIC WORKSPACE Spring 2013
Design Partners: Dominic Martin;Karim Ouse Professor: Nidhip Mehta
spaces in one. The design smoothly integrated the three workspaces in one without comprimising the needs of the other.
Personal Workspace Personal Pin-up Space
A
A
Top Elevation
Side Elevation
Axonometric
Section
STAIRS
74'-0"
CONSTRUCTION DRAWINGS
B
Fall 2013
C
Great importance of this project was placed on making sure that the stairs functioned properly and are structurally sound. It was a great exercise for me to learn how to create construction drawings that were neat, legible, and most importantly, buildable.
A
A up
51 trea ds (48T @ 11") 52 ris ers (52R @ 7 1/4") C
B
7'-6"
Professor: Matthew Peckham
7'-10"
05
total ris e: 31'-5" total run: 82'-8"
1'-0" handrail extends beyond bottom riser
level 1
11'-0"
7'-6" 7'-6" landing 7'-6" B
concrete-filled steel pans welded to tube stringer
C
A up
A
continuous handrails
B
level 2
thickness of hand rail 0'-2"
0'-11"
C
Dis tance be tween han d rail and gua rd rail 0'-1 3/4"
0'-2"guard rail width
steel tube hand rail level 5
level 4 2" concrete-filled s tee l pan welded to tube s tringer s tringer (2" s tee l tube)
level 4
landing (floor slab constructed with steel pan and concrete fill)
0'-2" thickness of s tringer
level 5
steel plate risers plates are welded to bottom of pans
steel tube guard rail
level 3
level 3
level 2
level 2
8" s quare s tee l columns
level 1
section BB 1/4"=1'
level 1
section CC 1/4"=1'
3'-0"
1" nosing extended out of the tread
guard rail height at landing
3'-6"
handrail height at landing
level 5 7'-10 1/4"
steel plate risers plates are welded to bottom of pans total ris e: 31'-5"
thickness of baluster hand rail (circular steel tube connected horizontally to baluster)
section AA 1/4"=1'
0'-1"
tread depth
nosing height riser height
landing height
23'-6 3/4"
7'-10 1/4"
landing height
landing height
level 2
15'-8 1/2"
1'-0"
0'-7 1/4"
3'-0"
landing height
hand rail extends out1' and return to ground
0'-11'
height of hand rail at stairs
level 3
0'-0 3/4" 0'-4"
7'-10 1/4"
continuous hand rails return to ground and are bolted into ground
balusters welded onto stringer
spacing between balusters
level 4
31'-5"
2" concrete-filled s teel pan welded to tube stringer
7'-10 1/4"
total run: 82'-8"
level 1
06DECORILLA
Before
ARCHITECTURAL INTERIOR DESIGNING
Summer 2014
Design Partners: Rachel H. Joyce T. Janet Y.
While working with the designers at Decorilla.com, I was able to create 3D renderings of design proposals for many clients. Additionally I created clean precise client’s unique space. Along with the previous three items I helped prepare mood boards and shopping lists for each and every client.
After
THANK YOU