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QUADRI YUSUFF

Page 1

ARCHITECTURE PORTFOLIO

QUADRI YUSUFF

Quadri Yusuff

PHONE 605-691-6780

PHONE 605-691-6780

E-MAIL quadri.babatunde.yusuff@gmail.com

SKILLS

Digital

Digital

AutoCad

Revit Architecture

Virtual Reality Languages

Virtual Reality Languages

Hololens

Occulus Ri�

SKILLS Russian

Bluebeam

Ma�erport

Adobe Illustrator

Photoshop

Thea Render

Laser Scanner.

Microso� Office and Excel

Virtual Reality Studio

Unity

Unity

English Russian

Yoruba

HONORS

HONORS

Deans List SDSU College of Arts and Science | Brookings SD, USA 2016

Deans List

CONTENT

EMPLOYMENT

EMPLOYMENT

EDUCATION

EDUCATION

Architectural Intern

Responsibilities: Produc�on of Design sketches and Renderings

Produc�on of Construc�on documenta�on and Administra�on

Project reports

Site visits

2018-2020

Architectural Designer EXP US Services | Chicago, Illinois 2022-2024

Architectural Designer Bailey Edward Design | Champaign, Illinois 2020-2024

Responsibilities:

Performs elementary design computa�ons

Makes quan�ty take-offs

Prepares plans and renderings

Reviews and documents architectural features of structures in field

Architectural Intern Pare�e Somjen Architects | Rockaway, New Jersey 2018-2020

EDUCATIONAL

FORENSICS ARCHITECTURE(SDSU ALUMNI CENTER)

BRIGGS LIBRARY

BROOKINGS BUS PARKING AND STATION

PROFESSIONAL

RANDOLPH FIELD HOUSE, RANDOLPH, NJ

GYMNASIUM ADDITION

STATE UNIVERSITIES RETIREMENT SYSTEM (IT OFFICE SPACE)

SCHNEIDER ELECTRIC OFFICE REDESIGN

Research Assistant

Responsibilities: Taking field surveys and upda�ng exis�ng condi�ons in CAD and Revit.

Working with Senior Architects in coordina�ng project manual / specifica�on.

2017-2018

Coordina�ng consultants’ drawings and notes with architectural drawings.

Producing construc�on documents in CAD and Revit.

Managing bidding and construc�on administra�on process.

Assis�ng in Pu�ng together Presenta�ons.

2016-2017

Research Assistant SDSU Department of Opera�ons Management | Brookings SD, USA 2017-2018

Responsibilities: Visualizing and Mapping out 3D models in virtual reality

Making 3D digital models with Revit

2013-2014

Summer Intern SDSU Department of Architecture | Brookings SD, USA 2016-2017

Responsibilities: Forensic study of rammed earth building in co�onwood SD

Internship

Making and s�tching 3D scans in Autodesk Recap

Producing 2D and 3D presenta�on and working drawings

Helping and Ensuring safety of workshop users

MArch

2011-2012

MArch South Dakota State University | Brookings SD 2015-2018

BTech Ladoke Akintola University of Technology | Nigeria 2007-2012

EDUCATIONAL PROFESSIONAL CONTENT

Imma t er i a l L an ds cape s

S tu de nt s

Qua d r Yu s u f f & J a r e d N urn b e r g e r

B u i lding F act s

Bui ldi ng N ame :

L ocat i on :

Ow ner : A r ch tect :

C ont r actor :

S q ua r e F ootage : C ost :

C on s truction Ty pe : S tart D ate :

End D ate :

S D SU A l umn i C ente r

B r ookings , S D

S D SU F oundat i o n

T S P In c

Journ e y C on s truct i o n

1 6 ,3 25 S F

$ 6 7 15 ,1 6 9

I I- B

M a y 2 01 4

M a y 2 01 7

T h i s Project i n v esti g ates the mater i a l an d i mmater i a l author i tati v e f o r ce s tha t contr ib ute d to the c r eation o f the SDS U

Alumn i Cente r . The fi r s t hal f e x amine s b u i l di n g materia li t y , techno l o g y , an d f or m th r ou g h d igi tal an d p h y s ica l mode l ing .

T he s econ d ha l f ana ly z e s the immater i a l i n v i sibl e f o r ce s that di r ect d ec i s i o n makin g th r ou g h a lens o f communicat i on .

T he A l umn i C ente r is an amal g amatio n o f the s e t w o i nter r e l ate d l an ds ca p e s that emb r ace s b u il d i ng a s mater i a l ob j ect th r ou g h si t i n g and or i entat i on Wh i le mater i al authorit y ha s un d en i a b l e i n fluence i n s ha p in g v i si b l e p er f ormances , i mmater i a l author i ty i s mo r e crit i cal t o the p r act i ce o f a r ch i tectu r e and continua l f unct i on o f an aca d emic , h i stor i c, an d financ i al i n s t i tution

4
S t r u c t u r al Mode o f the SDSU Alumn i Cente r (F ig 0.1

The A l umni C ente r emb r aces materia a r chitectu r a authority b y being orientate d r a d ia l y a r oun d the Campanile The structu r a com p onents that a r e aligned with the g ri d line s re f e r ence the C ampan le

The f r amin g structu r e o f the bu d ing s made o f f ou r ba s ic component s : W -wide Flange, K-ser i e s ba r joint- r od w eb, hol l o w structu r al section and LH serie s ba r oist. The s tructu r e o f th e bui ding is also made o f d i f f e r ent si z ed co umn s that a r e e i the r r ectangula r conc r ete column s o r steel ho o w structu r al s ection s The build n g s e n v e l o p e s made up o f th r ee basic materia s y s tem s b r ck w all, metal panels, and a curta n w a sy stem

Model Image 1/8” =1’-0

P h y sical model o f the structu r e o the Alumni Cente r and its r adial orientation to the campanile th r oug h the grid lines

Site Plan 1/128” = 1 ’-0

Site plan o f the Alumni Cente r in r elation to the sur r ounding buildings and the campanile as a re f e r enc e point

R e ocat on o f the T r oom

eloca t ion o t h e oom (Fig. 1 32 ) h s elocation f T r to mechanical the to e r r age

The fi r st image s h ow s the r elocation o f the T oom to the mechanical r oom,while the second to th e second floo r sto age r oom

R elocation o f the I T r oom (Fig. 1.3 2

R e ocat on o oom

The fi r s image sh o w s the r elocation o f the I T r oom to the fi r s floo r coat r oom,while the second to th e thi r d floo r

The fi st s h o s elocation T r fi st coat r oom,while to e d floo

I t i s i m p or t ant t o analy z e contempo r ar y f or m s o f co m munica t ion because th e y con t in u e to t r an s f or m as tec h nology change s a l o n g w th t h e c u ltu r e o f the p r actice T h e fi e l d ob s er v atio n is one o f t h e ast r emainin g met h od s o f r eco r ding t he a r chitect on th e s te. T h is f orm o f co m munication is importan t to nv est gate because it has eme r ge d f r o m a r ole s hi ft f r o m maste r buil d e r to a r chitect H s t or call y p r i o r t o t he 1 4 th centur y , t h e lea d des gne r and constr u ction au t horit y o f the p r oject r emained on t he site as th e mas t e r b ui de r T h e r ole o f the m aste r builde r w a s e x emp li fied in t aly b y Filip p o Brunellesch ( 1 3 7 7- 1 4 4 6) w ho r e m aine d o n the s ite n con s ta n t co nt act w ith his w or k e r s It w asn’ t u n t L eon Battista Al b erti (1404-14 7 2 a s serted tha t the d esign an d constructio n o f a b u i ld in g a r e sepa r ate functions tha t ext r acted th e des i g n e r f r om the site. T h e a r chi t ect e m e r ge d as c r eato r o f t h e d r a wi n g s t h a t exp l ai n ed in d etail h o w to construc t t h e bu d in g. Wi t h the a r chitec t s authori t y s h f te d i nto d ra wings r athe r than co n tac t a t t he s te , othe r s f or m s o f communicatio n e m e r g ed to fi the au t horitati v e gaps

Field Obser v atio n Ti me ine

GANG OXREOC TION 1/4" 1'-0" ONGBENCH ONEDEAIL 1/4"=1'-0" ITROOMREOC TION 1/4" 1'-0" QUES ORINFORM TION OPO ALREQUES S ORM TION 32WEE PR RFI29 ASI11 RFI33 PR37 PR06 RFI RFI RFI51R RFI51R RFI RFI55R2 RFI RFI38 RFI59 17 PR26 PR29 PR29 PR24 PR ASI RFI RFI ASI27 RFI76 ASI ASI ASI31 ASI PR29 PR PR PR 06 RFI 33 ASI 11, PR 37 RFI 51R RFI 55R2, 62 RFI 64 | PR 29 ASI 27, RFI 76 | ASI 28 | PR 07 RFI 51R, 53 04.01 06.01 2017 2016 02.01 01.01 07.01 12.01 11.01 10.01 09.01 08.01 08.01 09.01 10.01 11.01 12.01 06.01 04.01 03.01 02.01 01.01 07.01 UTHORITATIVELANDSCAPE OMMUNIC TIONTIMELINE 03.01 SSED GSCHOER A SCHOER R Z SDSU OUN TION SDSU OUN TEVERERPEN PR07OOMREOCATION SCHOER TRICKGILL RFI74 HOL IN OUMNS OMMUNIC TIONTIMELINE TEVERERPEN
SCHOER TINEPLISKA INTERIOR UGEN SENIORINTERIOR CHANICALCHANICALENGINEER TURALENGINEER TRICALENGINEER-IN-TRAINING L andscape Caps K e y L a n dscape Caps F oll o wing the x and y-axis, the s e points sh o w G r eg Schoer s n v ol v ement in PR 07 and that it a f f ecte d d ra wings A -10 1 PL10 2 , MH 1 02, MR10 1 , M-40 1 ME602 , EL 1 01, EP 1 01, EP 1 02, EP 1 03 and E-60 2

Remodelling Briggs Library

Fall 2016
R e d e i n r i s L i b r a r y F a 0 1 6
R e d e i n r i s L i b r a r y F a 0 1 6
R e d e i n r i s L i b r a r y F a 0 1 6
9 R e d e i n r i s L i b r a r y F a 0 1 6
site. Spring 2017 Brookings Parking Ramp & Bus Station r k i n s P a r k i n R a & u s S t a n S r i n 0 1 7

ISSUE: Pedestrian Circulation

ISSUE: Vehicular Circulation

REFERENCE: The majority of pedestrian circulation that occurs around the site is derived from the the drinking establishments.

REFERENCE: Surrounding the site there are major and minor roadways. The main road axis running adjacent to the site is Main Avenue that will direct the

DECISION: Visible access to the

structure must be accessible from the major roadways. Entry into the structure is recommended to be from major roadway, while the

DECISION: The parking structure needs appropriately allows its users to move freely to and from their destinations. A stairwell and elevator may best be suited to serve the downtown district, which is northeast of the site.

exit is into a minor

ISSUE: Lines of Force

ISSUE: Vegetation

REFERENCE:

REFERENCE:

The site is situated in a context that consists of a variety of forces. The major elements of force include Main Avenue, 3rd Street, the alley behind Main Avenue, the Depoy, Trendz, and the railroad. These elements have the ability to push or pull physical objects that surround them and also visually reinforce other elements.

nal and environmental beneprivacy and wind barriers, highlighting views, directing providing shelter from the sun.

DECISION: WIth site construction, the few remaining trees or patches of grass will be destroyed so new vegetation must be planted. Directing views and providing wind barriers are the two main concerns for this site.

DECISION: With these elements having an important impact on the site, a parking structure needs and direct pedestrians to associated elements force.

SITE_PLACE 1/64” 0” N
3RD STREET M A I N A V E N U E SITE_PLACE 1/64” = 1’ 0” SITE_PLACE 1/64” 1’ 0” N
parking structure.
structure’s
roadway. SITE_PLACE 1/64” 1’ SITE_PLACE 1/64” 1’ 0” N
parking
SITE_PLACE 1/64” 0” SITE_PLACE 1/64” 0” N
-
s r k i n s P a r k i n R a & u s S t a n S r i n 0 1 7

ONE

ISSUE: Parking

REFERENCE:

There are multiple ramp slopes. way and two options and on a sloped ramp or there ramp.

DECISION: the site, each advantages es and will be necassary in modate parking program needs.

TWO MASS PARKING VOLUME MASS PUSHED IN TO FIT IN SITE MASS PUSH UP TO PROVIDE COVERED ACCESS TO BUS STATION MASS ADDITION FOR VERTICAL CIRCULATION
2.
1.
Pre-Design & Programming A2.01 Parking Ramp 341294.35 SF N.T.S
3. 4.
END-TO-END HELIX BOTH BAYS SLOPED
THREADED HELIX WITH SLOPING FLOORS
HELIX ONE BAY SLOPED
HELIX WITH ONE LEVEL BAY
SINGLE
END-TO-END
SINGLE THREADED
DOUBLE THREADED r k i n s P a r k i n R a & u s S t a n S r i n 0 1 7
WAY
W A L L A S S E M L Y D O U L E H E I G H T V O L U M E L I G H T I N G G L A R E R E D U C T I O N F L O O R A S S E M L Y R O O F A S S E M L Y 12” EPS foam insulation Bitumen Felt 6”Concrete Slab membrane tie in water proof membrane 8” concrete slab r k i n s P a r k i n R a & u s S t a n S r i n 0 1 7
HISTORY -
2017
Spring
i e s t e W a S r i n 0 1 7
Dieste Wall
i e s t e W a S r i n 0 1 7

4'-6"

TRUSS SYSTEM.

METAL ROOF DECKING.

6" RIGID INSULATION

RESISTANT BARRIER

FASTENER.

SEALANT

MP RM T.O.S. 40'-0"

STEEL FRAMING.

DRILL HOLES IN BENT

ALUMINUM FASCIA

2"

WOOD BLOCKING

BENT PLATE.

EDGE STIFFNER SEAM CAPS GUTTER LEADER

FASCIA TRIM

FASCIA TRIM WOOD BLOCKING

STEEL CHANNEL

HEAD MULLION

6" CURTAIN WALL ALUMINUM SOFFIT SYSTEM.

6" 1'-2"

11 5/8" 6"

CAST STONE VENEER 2" RIGID INSULATION MORTAR NET CONTINUOUS THRU WALL FLASHING WEEP HOLES

GROUT CAVITY SOLID GRADE

12" NOMINAL CMU WALL

GROUT SOLID

1/2" PREFORMED JOINT FILLER

CONCRETE SLAB ON GRADE.

RESISTANT BARRIER EXTERIOR

PREMOLDED JOINT FILLER EXTERIOR

SLAB

LOWER LEVEL F.F 8" MIN.

2" VERTICAL AND HORIZONTAL CONTINUOUS RIGID PERIMETER

6" CRUSHED STONE BASE

Randolph Field House

R a n d F i e d H u s e Y e a r 0 1 9
D E F G L C H K M A 0"
4
1'-6"
11 5/8" 6"
CONTINUOUS VAPOR BARRIER. CONCRETE
RESISTANT BARRIER OVER FLASHING
FOOTING CRUSHED STONE. COMPACTED SUBGRADE.
AND WATER RESISTANT BARRIER
1/2"
AIR
AND WATER RESISTANT BARRIER WATERPROOFING MEMBRANE DIMPLED WALL DRAINAGE MATTING
NON-COMPRESSIBLE INSULATION CONCRETE CANT HORIZONTAL REINFORCEMENT 9 UP FD FD FD FD FD FD FD FD FD B D E G J O Q 7 1 2 3 4 P C LOCKER ROOM 119 LOCKER ROOM 115 LOCKER ROOM 114 LOCKER ROOM 110 RESTROOM 116 RESTROOM 111 FOYER 109 COACH OFFICE 117 COACH OFFICE 112 CO. LOCKER 118 CO. LOCKER 113 STORAGE 101 CONCESSION 104 TRAINERS 103 PUBLICR.R. 107 PUBLICR.R. 106 LOBBY 100 VESTIBULE 105 W1 W1 W1 W1 5 2.3 K M N A CUSTODIAN 120 CUSTODIAN 108 MECH./ELEC. 102 ELEVATOR EV1-1 STAIRS ST1-1
AIR

Gymnasium Addition, Interior Alterations, and Column Replacement

y n a s i u A d d i n I n t e r i r A t e r a n a n d u n R e a e e n t Y e a r 0 0

Y e DN DN

e r P UP UP UP UP UP

DN UP UP UP DN 6 2 3 5 F G 7 8 9 J H D.5 1 E.5 1.9 F.9 C D B B

MASONRY BLOCK

LINTEL AND WELDED PLATE

BACK ROD AND SEALANT

SHIM AS REQUIRED

CMU WALL AT MASONRY OPENING BEYOND

A UP 1'-1"

REPLACEMENT) ALTERATION)

ACCESSIBLE ATTIC SPACE

VAPOR BARRIER

AND WATER RESISTANT

2" CONTINUOUS RIGID INSULATION

MORTAR NET

WEEP HOLES

DRIP EDGE

BRICK VENEER TO RETURN TO CMU BACKER AT ALL MASONRY OPENINGS, TYPICAL.

3

5/8"

ACOUSTIC INSULATION

DEFLECTION TRACK (CONT.)

3" THICK UNFACED SOUND ATTENUATION BLANKETS.

(1) LAYER OF 5/8" TYPE X MOISTURE RESISTANT GYPSUM BOARD

ACOUSTIC DROP CEILING.

BATHROOM OFFICE

±12'-0" TO STRUCTURE ABOVE

BACK ROD AND SEALANT

SHIM AS REQUIRED

NEW CAST STONE SILL ANCHORED BACK TO SUBSTRATE.

HEAD OF COLUMN 20'-6"

EXISTING WOOD SOFFIT TO BE REPAINTED

COUNTERSINK ANCHOR

COMPOSITE ABACUS

COMPOSITE CAPITAL

BACKER ROD AND SEALANT

COMPOSITE BASE

GALVANIZED STEEL "L" BRACKET

(1) LAYER OF 5/8" TILE BACKING BOARD FLOOR FINISH

BOTTOM CHANNEL (CONT.)

T.O. MASONRY UPPER ROOF 22'-10" 2'-9"

EXISTING STONE PLINTH TO REMAIN EXISTING LANDING TO REMAIN

FIRST FLOOR 0"

a r 0 0
y n a s i u A d d i n I n t e r i r A t e r a n a n d U n i n A v e DN
u n R e a e e n t C
COMPOSITE COLUMN SHAFT WITH ENTASIS
GALVANIZED STEEL "L" BRACKET 1 1/2" X 1 1/2" X 1/4" THICK THROUGHBOLTED TO SHAFT AND MECHANICALLY FASTENED TO STRUCTURE (ABACUS) ABOVE:
THROUGH-WALL FLASHING WITH MORTAR
NEW CAST STONE HEADER.

State Universities Retirement System (SURS)

Loca�on : Champaign, Illinois

Client : U.S State of Illinois Agency

The growth of SURS has neccessitated the crea�on of new administra�ve and technical office spaces.

In this project, contributed in the produc�on of schema�c and design development drawings, Construc�on documenta�on and Construc�on administra�on.

Design Architect: Bailey Edward Design S t a t e U n i v e r s i � e s R e � r e m e n t S y s t e m ( S U R S )

Construction Stages

Post Construction Stages

S t a t e U n i v e r s i � e s R e � r e m e n t S y s t e m ( S U R S )

Schneider Electric Office Redesign

Loca�on : Cedar Rapids, Iowa

Client : Schneider Electric

Design Architect: EXP US Services

The redesign and rendering of the entrance and office spaces for quick es�mate of labour and material cost.

I was tasked to create a quick preliminary design in Revit and rendering in Enscape.

S c h n e i d e r E l e c t r i c O ffi c e R e d e s i g n 01 CONFERENCE CONFERENCE CUSTOMER CENTER SAFETY CENTER SECURITY OFFICE ENTRANCE LOBBY ENTRANCE EMPLOYEE LOCKER ROOM AREA N.I.C 02 01 03
02 03 13 12 11 10 9 8 7 6 OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE
THANK YOU

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