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Jim Ji | Portfolio

Architectural Engineering Fall 2023

Hello there,

I am a third year Architectural Engineering student at the University of Waterloo. I love to doodle, take cold showers, read, and think about Architecture! I have loved buildings ever since I was a boy, and to this day, I still look up to admire the tall buildings. Now, I am working to expand my knowledge on what happens within those tall buildings. I thrive to become a Full-Stack Architect, someone who can seamlessly unite Architecture, Building Science, Structural Engineering and Real Estate Development! This portfolio is a testament to my contiunously evolving projects, knowledge and skills. I hope you enjoy.

E: jim.ji@uwaterloo.ca T: (519) 992 1203

Table of Contents 01

Parkcrest Manor

EV1 Reclad

Windrush Weddings

Personal Works

PARKCREST MANOR

Development Case Study Location: Toronto, ON Softwares: Revit, D5 Render, Project Libre, Illustrator, Photoshop

Located in Scarborough, this wood framed custom home was designed to suit a 3 generational family with rooms for the grandparents, parents and 4 children. This home serves as a social space with open concept layouts to allow mingling between generations, and extra room to accommadate many visitors. The overall design focuses on balance between connection and seclusion, with a ground floor layout that firstly welcomes visitors with separate dining and seating areas, transitioning to private family areas as you walk through the home.

OUTH ELEVATION

:200

GROUND FLOOR PLAN 1:200

SECOND FLOOR PLAN 1:200

BASEMENT FLOOR PLAN 1:200

Note: Minor Variance required for building height non-compliance.

SITE PLAN 1:500

DEVELOPMENT GANT

2 YEAR T

MONTH 1: Site Acquisition + Bidding

MONTH 2:

MONTH 3:

MONTH 5, 6, 7:

MONTH 7, 8:

Due Dilligence Period

Topo Survey + Boundary

Zoning Review + Minor Variance Application

Engineering Design Phase

TT CHART & TIMELINE

TIMELINE

MONTH 9, 10, 11: Building Permit Application

MONTH 12 - 24: Construction (1 year timeline)

UW EV1 RECLAD

2A Studio Final Project Location: Waterloo, Ontario Collaborators: Diana Nguyen, Timothy Tanuwidjaja, Ahmed Rosli Softwares: Revit, AutoCAD, D5 Render As structures start to age, the building enveloppe degrade, and with older windows and heating systems, it starts to become less energy efficient. Instead of demolishing these old buildings, it is more sustainable to retrofit them. This projects aimed to do just that, to give the University of Waterloo Environment 1 building, built in 1970, new life through a recladding of its exterior enveloppe. With R-30 insulation, high-efficiency windows, modular shading devices and a pre-fabricated steel stud wall system, this project provides a fast and sustainable solution to aging buildings!!

140 x 140 MM HSS BEAM

GRAVEL BALLAST 8 MM ROOFING PROTECTION BOARD 5 x 66 MM POLYISOCYANURATE RIGID INSULATION VAPOR RETARDER & AIR BARRIER SINGLE-PLY FELT IN ASPHALT 51 MM CONC. TOPPING TO SLOPE TO DRAIN 203 MM HOLOW-CORE CONCRETE ROOF DECK

1. THESE CONTRACT DO ARCHITECT'. THE ARCHIT DOCUMENTS BY THE CON WRITTEN/GRAPHIC CLARI THE CONTRACT DOCUME CONTRACTOR FOR DESIG

2. DRAWINGS ARE NOT T CONDITIONS AND DIMENS DISCREPANCIES WITH TH WORK.

TOP ROOF SLAB

3. POSITIONS OF EXPOS THE ARCHITECTURAL DRA GOVERN OVER THE MECH BE LOCATED AS DIRECTE

10973

ALUMINUM SUNSHADE REV.

ISS

EXISTING 203 MM HOLLOW-CORE CONCRETE SLAB

6 MM ALUMINUM PANEL

63 MM CONCRETE TOPPING

THIRD FLOOR 7620

198 MM THERMALLY BROKEN CASCADIA CLIP @ 450 MM O.C. VERTICALLY

EXISTING 203 MM HOLLOWCORE CONCRETE SLAB EXISTING CONCRETE LEDGE HUNG FROM FLOOR SLAB

SECOND FLOOR 3963

6 MM ALUMINUM COMPOSITE PANEL 27 MM AIR GAP & Z-GIRT 198 MM POLYISOCYANURATE RIGID INSULATION 13 MM DENSGLASS SHEATHING 155 MM STEEL STUD ADHESIVE AIR/WATER/VAPOUR MEMBRANE 254 MM EXISTING CONCRETE BEAM

O DRAIN ROOF

EXISTING 102 MM CONCRETE SLAB

HYDRONIC BASEBOARD HEATER

FIRST FLOOR 0

GROU 102 MM EXISTING CONCRETE SLAB

9 MM DIMPLE DRAINAGE WRAP 132 MM POLYISOCYANURATE RIGID INSULATION ADHESIVE AIR/WATER/VAPOR MEMBRANE 190 MM EXISTING CONCRETE FOUNDATION WALL

100 MM WEEP TILE

Title:

FOUN SECTI ROOF

Project No. 0

ROOF TO FOUNDATION DETAIL 1:40

ROOF TO FOUNDATION DETAIL 1 : 20

Drawing No.

AE5

PREFINISHED METAL FLASHING REINFORCED MEMBRANE 19 MM SLOPED P.T. PLYWOOD PARAPET WOOD BLOCKING & SPRAY FOAM INSULATION 19 MM SLOPED P.T. PLYWOOD

CONTINUOUS STEEL SILL

CANT STRIP

140 x 140 MM HSS BEAM

GRAVEL BALLAST ROOFING PROTECTION BOARD 5 x 66 MM POLYISOCYANURATE RIGID INSULATION VAPOR RETARDER & AIR BARRIER SINGLE-PLY FELT IN ASPHALT 51 MM CONC. TOPPING TO SLOPE TO DRAIN 203 MM HOLLOW-CORE CONCRETE ROOF DECK

127 MM VERTICAL Z-GIRT 13 MM DENSGLASS SHEATHING 6 MM ALUMINUM PANEL

ALUMINUM COMPOSITE PANEL FASTENER

198 MM CASCADIA CLIP

WALL TO ROOF DETAIL 1:5

ROOF TO WALL DETAIL 1:15

200mm HYDRONIC BASEBOARD HEATER 140 MM STEEL STUD BASE TRACK 140 x 140 MM HSS BEAM 140 x 65 x 10 MM STEEL ANGLE

78 MM STEEL FLOOR TRIM 65 x 140 x 10 MM STEEL ANGLE & 108 MM POST-INSTALLED CONCRETE ANCHOR

THIRD FLOOR 7620

PRE-FAB WALL PANEL JOINT 27 MM VERTICAL STEEL Z-GIRT

198 MM THERMALLY BROKEN CASCADIA CLIP @ 450 MM O.C. VERTICALLY

6 MM ALUMINUM COMPOSITE PANEL 27 MM AIR GAP & Z-GIRT 198 MM POLYISOCYANURATE RIGID INSULATION ADHESIVE AIR/WATER/VAPOUR MEMBRANE 13 MM DENSGLASS SHEATING 155 MM STEEL STUD 254 MM EXISTING CONCRETE BEAM

560

ALUMINUM COMPOSITE PANEL FASTENER

STEEL FLASHING

13 MM GYPSUM BOARD ALUMINUM FURRING STRIPS STEEL STUD LINTEL & BASE TRACK

THIRD TO SECOND FLOOR DETAIL SECOND TO THIRD FLOOR DETAIL 3

1:5

1:15

140 x 140 MM HSS BEAM

1. THESE CONTRACT DOCUMENTS ARE THE PROPERTY OF THE ME, HEREB ARCHITECT'. THE ARCHITECT BEARS NO RESPONSIBILITY FOR THE MISINTER DOCUMENTS BY THE CONTRACTOR. UPON WRITTEN APPLICATION, THE ARC WRITTEN/GRAPHIC CLARIFICATION OR SUPPLEMENTAL INFORMATION REGAR THE CONTRACT DOCUMENTS. THE ARCHITECT WILL REVIEW SHOP DRAWING CONTRACTOR FOR DESIGN CONFORMANCE ONLY.

65 x 135 x 5 MM STEEL TRIM

55 x 102 x 10 MM STEEL ANGLE

2. DRAWINGS ARE NOT TO BE SCALED FOR CONSTRUCTION. CONTRACTOR CONDITIONS AND DIMENSIONS REQUIRED TO PERFORM THE WORK AND REP DISCREPANCIES WITH THE CONTRACT DOCUMENTS TO THE ARCHITECT BEF WORK.

65 x 140 x 10 MM STEEL ANGLE

3. POSITIONS OF EXPOSED OR FINISHED MECHANICAL OR ELECTRICAL DEVI THE ARCHITECTURAL DRAWINGS. THE LOCATIONS SHOWN ON THE ARCHITE GOVERN OVER THE MECHANICAL AND ELECTRICAL DRAWINGS. ITEMS NOT C BE LOCATED AS DIRECTED BY ARCHITECT.

108 MM POST-INSTALLED CONCRETE ANCHOR

PRE-FAB WALL PANEL JOINT

REV.

ISSUE

ALUMINUM COMPOSITE PANEL FASTENER

711

6 MM ALUMINUM COMPOSITE PANEL 27 MM AIR GAP & VERTICAL Z-GIRT 198 MM POLYISOCYANURATE RIGID INSULATION 13 MM DENSGLASS SHEATING 155 MM STEEL STUD ADHESIVE AIR/WATER/VAPOUR MEMBRANE 254 MM EXISTING CONCRETE BEAM

51 x 140 MM STEEL JOIST

13 MM DENSGLASS SHEATHING

198 MM THERMALLY BROKEN CASCADIA CLIP @ 450 MM O.C. VERTICALLY

FLASHING THERMAL SPACER ALUMINUM FLASHING

CORRUGATED STEEL SOFFIT STEEL FREEZE TRIM

80 MM STEEL C-CHANNEL

BRICK TIE & INTEGRATED RETENTION TRIM

LED SOFFIT LIGHT FIXTURE

TIMOTHY TANUWID DIANA NG JIM JI AHMED R

VENT & DRAIN OPENING @ 610 MM O.C. STEEL KNIFE PLATE SHELF ANGLE

1. THESE CONTRACT DOCUMENTS ARE THE PROPERTY OF THE ME, HEREBY REFERRED TO AS 'THE ARCHITECT'. THE ARCHITECT BEARS NO RESPONSIBILITY FOR THE MISINTERPRETATIONS OF THESE DOCUMENTS BY THE CONTRACTOR. UPON WRITTEN APPLICATION, THE ARCHITECT WILL PROVIDE WRITTEN/GRAPHIC CLARIFICATION OR SUPPLEMENTAL INFORMATION REGARDING THE INTENT OF THE CONTRACT DOCUMENTS. THE ARCHITECT WILL REVIEW SHOP DRAWINGS SUBMITTED BY THE CONTRACTOR FOR DESIGN CONFORMANCE ONLY.

GROUP 16 RECLA

2. DRAWINGS ARE NOT TO BE SCALED FOR CONSTRUCTION. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS REQUIRED TO PERFORM THE WORK AND REPORT ANY DISCREPANCIES WITH THE CONTRACT DOCUMENTS TO THE ARCHITECT BEFORE COMMENCING WORK.

SECOND FIRST FLOOR DETAIL FIRST TO SECOND TO FLOOR DETAIL 1 1:5 4

3. POSITIONS OF EXPOSED OR FINISHED MECHANICAL OR ELECTRICAL DEVICES ARE INDICATED ON THE ARCHITECTURAL DRAWINGS. THE LOCATIONS SHOWN ON THE ARCHITECTURAL DRAWINGS GOVERN OVER THE MECHANICAL AND ELECTRICAL DRAWINGS. ITEMS NOT CLEARLY LOCATED WILL BE LOCATED AS DIRECTED BY ARCHITECT.

1:15

Title: REV.

ISSUE

DATE

WALL AND WINDO CONNECTION DET

00mm HYDRONIC ASEBOARD HEATER

102.5 x 64 MM BRICK VENEER 25 MM AIR GAP 198 MM POLY. RIGID INSULATION BOARD AIR BARRIER/VAPOR RETARDER 13 MM DENSGLASS SHEATHING 140 MM STEEL STUD 13 MM GYPSUM BOARD

8 MM STEEL FLOOR TRIM

5 x 140 x 10 MM STEEL ANGLE 108 MM POST-INSTALLED ONCRETE ANCHOR

Project No. 0001

Drawing No.

AE501

THIRD FLOOR 7620

SERVICE CUT BRICK TIE & INTEGRATED RETENTION TRIM

ALUMINUM FLASHING

200 MM HYDRONIC BASEBOARD HEATER

560

VENT & DRAIN OPENINGS @ 610 MM O.C. STEEL KNIFE PLATE SHELF ANGLE 165 MM CEMENT BOARD 132 MM STEEL CLIP ANGLE FIN. GRADE 0

STEEL STUD BASE TRACK 10 MM DIMPLE DRAINAGE BOARD

TIMOTHY TANUWIDJAJA DIANA NGUYEN JIM JI AHMED ROSLI

108 MM POST-INSTALLED CONCRETE ANCHOR 13 MM GYPSUM BOARD

GROUP 16 RECLAD

ALUMINUM FURRING STRIPS

STEEL STUD LINTEL & BASE TRACK

WALL DETAIL AT GRADE

1:5 WALL DETAIL AT GRADE

1:15

Title:

WALL DETAILS

Project No. 0001

Scale

1:5

Sca

ARTS LECTURE HALL

EV3 Orange Section

EV1 EV2 SCHOOL OF ACCOUNTING AND FINANCE

PAS

SITE PLAN SITE PLAN 1 : 500

0m 5m 10m SCALE BAR 1:500

1:1500 20m

50m

J.G. HAGEY HALL OF THE HUMANITIES

WINDRUSH WEDDINGS

Professional Works Location: County of Simcoe, GTA Company: COmanage Ltd. Software: Bluebeam This proposed outdoor wedding venue will be located over an old winery, with lots of room for guests to celebrate, walk around and be surrounded by nature. The goal of this concept is to give guests a sense of awe and enthusiasm as they drive into the site, towards the wedding area. With large differences of elevations, this site gives much opprtunity for outdoor activities in the winter and careful layout of the wedding area invites the guests in to celebrate wedding season!! This concept plan was submitted for a Pre-Consultation Meeting with Township staff and has been accepted to move onto the design phase.

SITE CHALLENGES

REQUIRED APPLICATIONS 1. Official Plan Amendment

ECOLOGY

& Greenbelt Boundaries

2. Zoning By-Law Amendement 3. Site Plan Control 3. Building Permit

REQUIRED DOCUMENTS 1. Architectural Package

TRAFFIC

Numbers & Site Access

2. Planning Justification Report 3. Site Servicing & Grading Plan 4. Stownwater Management Plan 5. Topographic & Boundary Survey 6. Natural Heritage Evaluation / Environmental Impact Evaluation 7. Geotechnical and Hydrogeological Reports

NOISE

Levels & Distance to Neighbours

8. Traffic Impact Study 9. Noise Study 10. Landscape Plan

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PERSONAL WORKS SKETCHES

DIGITAL DOODLES

MARKETING DESIGN

Renderings by MAR Architect Inc.

THANK YOU! Let’s connect: jim.ji@uwaterloo.ca (519) 992 1203 linkedin.com/jim-ji