TRISHNA PARMAR PORTFOLIO by trishna.parmar

TRISHNA PARMAR PORTFOLIO

TABLE OF CONTENT ABOUT ME..............................................................................................................PAGE: 3 RESUME..................................................................................................................PAGE: 4 ACADEMIC WORK• HIRAETH - RESIDENTIAL BUILDING PROJECT....................................PAGE: 6-11 • HILLCREST COMMUNITY SCHOOL CENTRE......................................PAGE: 12-19 • SMALL HOUSE PROJECT............................................................................PAGE: 20-25 • WAREHOUSE PROJECT..............................................................................PAGE: 26-33 • AURORA CAR DEALERSHIP.......................................................................PAGE: 34-37 • WALL SECTION MODEL...............................................................................PAGE: 38-39 RENDERINGS......................................................................................................PAGE: 40-43 PERSONAL ARTWORKS ...............................................................................PAGE: 44-49

Photo

By delmiaco on Etsy

ABOUT ME

I am an ambitious individual currently pursuing the architectural technology program at George Brown College. My primary objective is to design captivating and environmentally conscious constructions that combine aesthetic appeal with sustainability. With a strong sense of responsibility and creativity, I am eager to further develop my client service skills by working in the architectural field. Proficient in a range of software programs, including Photoshop, Sketchup, Illustrator, InDesign, Microsoft Excel, AutoCAD, and Revit, I possess a diverse skill set that enables me to bring my designs to life. I approach each project with dedication and strive to achieve the best possible outcomes. One of my greatest strengths is my ability to quickly grasp new concepts and adapt to changing circumstances, making me an asset in dynamic and collaborative environments.

I am a strong believer in the power of teamwork and recognize its importance in the architectural industry. Collaborating with colleagues allows me to leverage different perspectives and pool our collective expertise, resulting in innovative and well-rounded designs. Overall, I am driven, adaptable, and committed to delivering exceptional architectural solutions that harmonize beauty, functionality, and sustainability.

CONTACT :

• PHONE+1 (647)-774-7890

• EMAILtrishnaparmar06@gmail.com

• LINKED INhttp://www.linkedin.com/in/trishna-parmar-6a0543238

LANGUAGES

KNOWN :

• Gujarati (Native)

• English (Fluent)

• Hindi (Fluent)

TRISHNA PARMAR

PROFILE

I am a motivated, inventive, and creative college student that is passionate about designing ecologically friendly and sustaina ble buildings. I’m excited to obtain practical experience working in an architectural firm so that I can hone my client-service abilities and get ready for the needs of both the present and the future workforce. I am dedicated to providing creative solutions that prioritise sustainabili ty and contribute to a more environmentally friendly future.

EDUCATION

• GEORGE BROWN COLLEGE ARCHITECTURAL TECHNOLOGY

- Advanced Diploma

January 2022 - Expected: April 2024

TECHNICAL SKILLS :

• Revit

• Autocad

• Photoshop

• InDesign

• SketchUp

• Illustrator

• Twinmotion

• Autodesk Recap

• Building Code

WORK EXPERIENCE

• TEAM MEMBER

• Specifications

• Ms Office

• SHAYONA INTL. SCHOOL HIGH SCHOOL GRADUATE

- Science Field (PCM)

2020 - 2021

INTERPERSONAL SKILLS :

• Creative

• Detail Oriented

• Organised

• Communication

• Imaginative

• Artistic

• Responsible

• Problem Solving

TIM HORTONS

- Cashier

- Handling Walk-In Orders

JULY 2022 - PRESENT

ADDITIONAL EXPERIENCE

• I possess exceptional mathematical skills, consistently achieving grades of 90 percent or higher in the subject. These skills enable me to analyze data, make accurate calculations, and contribute effectively to the quantitative aspects of architectural design.

• I was honored with a High Commendation Award during my participation in an Inter-School Model United Nations (MUN) competition.

• I am proud to have earned the esteemed Green belt from the renowned International Karate Do Gojukai Association (IKGA), symbolizing my dedication and progress in the discipline of karate.

Photo By delmiaco on Etsy

ACADEMIC WORK

HIRAETH

A sustainable residential structure that not only shows environmental concern but also captures visual appeal was developed by our group, which is acknowledged in the contributors. We chosethe name “Hiraeth,” which means “longing for home,” in order to conjure up a pleasant emotion that is shared by the larger community. Hiraeth incorporates numerous environmentally friendly elements in order to enjoy its closeness to nature. The design exudes a profound sense of tranquilly due to the seamless incorporation of biophilic and native components. The harmonic interaction of these components enhances the experience of admiring the structure by producing a calming ambiance that promotes peace and tranquilly.

PROJECT NAME - HIRAETH (RESIDENTIAL BUILDING PROJECT) SOFTWARES USED - REVIT AND PHOTOSHOP TYPE - ACADEMIC YEAR - 2023 CONTRIBUTORS - LIANYI WANG, UVANI AMARAWEERA,

RATHOD

DHRUVI

8 ROOF PLAN

1. SOLAR PANELS INSTALLED ON THE ROOF TO OBTAIN SOLAR ENERGY 2. GREEN ROOF GARDEN/ TERRACE COLLECTS RAIN-WATER AND MELTED SNOW THROUGH GRASS 3. INDIGENOUS TREES AND VEGETATION USE OF BIOPHILIC ELEMENTS TO REDUCE CARBON FOTPRINT AND TO HELP THE ENVIRONMENT. 4. PUBLIC GREENHOUSE TO PRESERVE AND PLANT BIOPHILIC ELEMENTS

2.7 3.7 4.7 m

5. PERMEABLE PAVING ALSO HELPS IN COLLECTING STORM WATER

9 2 BEDROOM APARTMENT STUDIO SUITE STUDIO SUITE 2 BEDROOM APARTMENT UP DN UP UVANI AMARAWEERA 1.5 2.5 3.5 1.5 2.5 3.5

AMENITIES FLOOR (SCALE - 1:350)

GROUND FLOOR (SCALE - 1:350)

10 NORTH ELEVATION SOUTH ELEVATION LIANYI WANG Schöck Isokorb® Structural T hermal Breaks Pump Underground Reservoir Filter Exterior entry court and access to bike room Green roof assembly EV Charging Station Green balcony around amenity floor Rainwater harvesting system Low-flow waterconserving fixture Roof top solar panel Roof top garden TRISHNA PARMAR LIANYI WANG DN UP UP UP DN DN GARBAGE CHUT TOOL EXCHANGE AND BIKE REPAIR STATION 75 m² RETAIL UNIT 1 57 m² RETAIL UNIT 2 12 m² EXIT CORRIDOR 143 m² RETAIL UNIT 3 143 m² RETAIL UNIT 4 71 m² RETAIL UNIT 5 143 m² RETAIL UNIT 6 126 m² RETIAL UNIT 188 m² RETAIL UNIT 57 m² GARBAGE ROOM 128 m² LOADING AREA 6 m² JANITOR'S CLOST 4 m² CACF 16 m² MOVING ROOM 8 m² MAIL ROOM 26 m² VESTIBULE 8 m² ELE. CLOST 8 m² UNI. WASHROOM 19 m² PCK STORAGE 22 m² EXIT CORRIDOR HALLWAY HALLWAY RAMP TO P1 10 m² PROPERTY MANAGEMENT OFFICE 107 m² LONG TERM BICYCLE STORAGE 209 m² LOBBY 11 m² CONCIERGE DESK E2 E1 8.43 m 6 sec TD F.A. R.A. 56.73 m 42 sec TD F.H F.H F.H F.H

LIANYI WANG UVANI AMARAWEERA BUILDING SECTION AND SUSTAINABILITY FACTORS 2.9 5.9 8.9

WEST ELEVATION

EAST

DHRUVI RATHOD UVANI AMARAWEERA 2.9 5.9 8.9

ELEVATION

HILLCREST COMMUNITY SCHOOL NATURE CENTRE

A school that puts sustainability first creates a warm environment that encourages young children’s enjoyment of learning while also educating them. This school wants to reduce its impact on the environment while encouraging pupils to be environmentally aware people. To that end, it emphasises eco-friendly practises and design features. This idea seeks to develop a better future for succeeding generations through its sustainable approach, engaging learning environment, and active community involvement.

PROJECT NAME - HILLCREST COMMUNITY CENTRE

SOFTWARES USED - REVIT, AUTOCAD PHOTOSHOP

TYPE - ACADEMIC

YEAR - 2022

CONTRIBUTORS - NONE (INDIVIDUAL PROJECT)

The building’s ventilation and heating systems will be natural and sustainable. Openings like movable windows, rooftop vents, or thermostat-controlled louvres can let wind ventilation through by using air pressure differences in summers. By receiving the positive wind pressure that pushes towards the building, the windward side (inlet) effectively receives it. On the other hand, the positive wind flow is pulled by the exit on the leeward side. For the winter, a heating system is to be installed. Three different trash cans are also available in the building in addition to that. Hazardous garbage should go in the Black Bin, recyclables should go in the Blue Bin, and organic wet items that can decompose should go in the Green Bin. LED lightings have also been installed throughout the building.

SITE PLAN

The Hillcrest Nature Community School Center's site layout displays a seamless connection with the natural environment, expressing a dedication to sustainability and encouraging outdoor involvement. The building's link to nature is strengthened by how seamlessly the vast landscape blends with it. A comfortable and welcoming learning atmosphere is created thanks to careful consideration of the building's siting, which also offers optimal natural light and ventilation. Furthermore, the inclusion of an enjoyable small open picnic area provides an enticing outdoor location for children to enjoy meals and socialise, immersing them even deeper in the natural beauty of the surrounds. This site proposal for the Hillcrest Nature Community School Centre blends functionality, sustainability, and a caring outdoor experience.

LINOLEUM FLOORING

The name “linoleum” refers to a smooth floor covering created by pressing a solidified mixture of linseed oil, flax, cork, wood flour, and pigments onto a canvas backing.

Linoleum is a versatile floor covering because of its many advantageous traits. It provides a strong, antistatic, resilient, colorfast, water, grease, and oil-resistant, antibacterial walking surface in addition to being antistatic, resilient, and resilient.

(Critical Radiant Flux: Class 1 Rating per NFPA 253 (ASTM E 648) (0.45 watts/cm² or greater).

Smoke Density: Less than 450 per NFPA 258 (ASTM E 662).

FLOOR PLAN

GENERAL STORAGE 0.5 1.5 2.5

EAST ELEVATION

TIMBER is a natural building and construction material that can take many different forms. Timber is non-toxic because it is a product of nature. Timber does not corrode in locations that are heavily industrial or exposed to sea air, unlike steel and other commonly used building materials. Uniquely constructed of curved wood, the gallery section has an amaing exterior structure with interior timber finish throughout the building.

(90 × 35 5.1 metre MGP10)

FIBERGLASS constructed of glass is utilised to make the window frames. The durability of fibreglass serves as evidence of its strength. Fiberglass window frames resist denting, scratches, warping, and corrosion better than other window materials do. Extreme heat and cold are not a problem for fibreglass windows.

(Type V, Vinyl ester Max temp - 200°F)

WEST ELEVATION

0.5 1.5 2.5 0.5 1.5 2.5

NORTH ELEVATION

The building’s double-glazed SUNSHIELD GLASS can resist even the worst weather conditions. It is more resistant to tropical heat, cold weather, and thunderstorms. Against UV radiation, the sheet is shielded.

SOUTH ELEVATION

For beauty that endures in any climate, thermal modification improves each board’s stability and endurance. Thermo clear wood cladding, which is completely sustainable, environmentally benign, and minimal maintenance makes up the building’s façade. Along with being totally recyclable, it offers strong stability, excellent strength, and exceptional rot resistance.

REFERENCES FOR MATERIALS

https://aqso.net/office/news/7082/sustainable-natural-ventilation https://www.pellabranch.com/blog/global-blogs/pros-cons-fiberglass-windows/ https://www.landmarkpro.com.au/timber-disadvantages-become-advantages/ http://www.kehnescarpetonefrederick.com/linoleum-flooring-benefits https://carpentier.be/en/products/timber-cladding/thermo-clear-pine

BUILDING SECTION 0.5 1.5 2.5

(0.79“

x 5.4“ x 5.4“, Radiata Pine)

SMALL HOUSE PROJECT

I worked on a fantastic project to create a small residence that incorporates openness, environmental friendliness, and a peaceful living environment during my second year of education. The goal was to design a home that seamlessly combines contemporary design within with a dash of classic charm outside. The porch, which is embellished with a flight of gently curved stairs that direct guests to the front door, is one of the main architectural features that draws attention in the external design.

SOFTWARES USED - AUTOCAD, PHOTOSHOP AND SKETCHUP TYPE - ACADEMIC YEAR - 2022

CONTRIBUTORS - NONE (INDIVIDUAL PROJECT)

PROJECT NAME - SMALL HOUSE PROJECT

LOT NO. 1

The site design incorporates numerous biophilic elements, creating a strong connection with nature. Upon examining the site plan, it becomes apparent that the entire area, except for the building and parking space, is beautifully covered with lush green grass. This natural landscape surrounding the house contributes to its overall environmental friendliness and enhances the peaceful atmosphere.

Moving on to the building itself, it boasts three levels: a basement, a first floor, and a second story. On the first level, an open concept design is employed to seamlessly integrate the kitchen and dining area, promoting a sense of spaciousness. Adjacent to the dining area, the family room provides a cozy space for relaxation and socialization. To add a touch of authenticity, a modest nook is thoughtfully incorporated next to the living room, enhancing the overall charm of the interior.

Ascending the stairs located next to the entrance, one arrives at the second floor, which features a well-thought-out design. The corridor leads to two bedrooms and culminates with the master bedroom, offering a tranquil retreat at the far end. This arrangement ensures privacy while maximizing comfort and convenience for the occupants.

PROPOSED DOUBLE CAR WOOD FRAME GARAGE 6.4500 37.3600 2.5000 0.4000 0.6100 8.2200 7.5000 15.0000 6.0300 1.2000 6.4500 0.4700 PROPOSED SITE PLAN SCALE = 1:100 1 A2 GEORGE BROWN AVENUE CENTRE OF LINE PAVEMENT 150 mm CONC. CURB GRASS BOULEVARD CONCRETE SIDEWALK GRASS BOULEVARD 1.800 1.500 1.200 3.480 6.0 m WIDE LANEWAY 2.930 2.518 6.220 6.220 6.220 6.220 6.450 37.35 N74D 03' 06" W 37.36 N74D 03' 00" E N16D 17' 00" W N16D 19' 59" W 8.120 8.120 119.46 119.69 119.99 120.14 119.73 119.58 119.48 119.35 119.25 119.20 119.33 119.25 119.37 119.52 119.93 119.78 119.48 119.25 119.15 119.10 119.05 119.05 ADJACENT DETATCHED DWELLING ADJACENT DETATCHED DWELLING N 1.5 2.5 3 m

DOOR SIZES:

1. 610 X 1980 X 35 mm

2. 910 x 1980 x 35 mm

3. 610 x 1980 x 30 mm (sliding door)

1 A3

PROPOSED BASEMENT FLOOR PLAN

1 A5

PROPOSED SECOND FLOOR PLAN SCALE

23 1 2 3 m KITCHEN 5.43M X 1.83M DINING HALL 4.90M X 1.6M NOOK 1.81M X 1.21M FAMILY ROOM 4.90M X 2.92M CLOSET 1.82M X 0.91M LIVING ROOM 3.85M X 2.37M POWDER ROOM 1.7M X 1.8M PORCH 1.8M X 3.65M DJ DJ SA CO STEEL BEAM W250 X 33 STEEL BEAM W250 X 33

FIRST FLOOR PLAN SCALE = 1:75

1 2 38 X 235 mm @610 O/C W/ STRAPPING W/ 15.9 mm T&G SUBFLOOR (GLUE NAILED) 38 X 235 mm @610 O/C W/ STRAPPING W/ 15.9 mm T&G SUBFLOOR (GLUE NAILED) 38 X 235 mm @610 O/C W/ STRAPPING W/ 15.9 mm T&G SUBFLOOR (GLUE NAILED) 38 X 235 mm @610 O/C W/ STRAPPING W/ 15.9 mm T&G SUBFLOOR (GLUE NAILED) 38 X 235 mm @610 O/C W/ STRAPPING W/ 15.9 mm T&G SUBFLOOR (GLUE NAILED) 0.348 2.635 0.693 2.459 0.315 1.665 3.240 1.545 0.305 5.840 0.305 6.450 0.305 4.908 0.100 5.440 0.100 3.850 0.305 1.800 0.885 14.398 2.685 15.000 17.693 0.305 1.799 0.695 0.891 1.709 0.746 2.800 1.745 2.760 3.650 0.305 5.839 6.450 1.808 0.305 1.820 0.100 1.700 0.100 2.237 3.084 0.342 0.100 4.908 0.305 7.199 7.803 14.390 15.000 2.693 4.908 5.440 4.908 3.853 1.810 1.691 1.820 2.920 2.920 1.834 2.920 DOOR SIZES: 1. 610 X 1980 X 35 mm 2. 910 x 1980 x 35 mm 3.650 1.808 36A 11. 10. 11. 10. 2. 4. 34. 4. 34. 4. 34. 4. 34. 2. 2. 35. 40. 3. 3. 32. 26. L5 L5 L5 SB SB

1 A-10 1 A-10 BEDROOM 1 3.40M X 2.89M BEDROOM 2 3.39M X 2.15M MASTER BEDROOM 4.4M X 3.15M MASTER ENSUITE 1.52M X 2.59M LAUNDRY 1.8M X 1.72M WALK IN CLOSET 1.77M X 2.59M BATHROOM 2.04M X 1.72M HALLWAY DN 16 RISERS SA CO CO CO CO ROOF RAFTERS ROOF RAFTERS RIDGE BEAM 4 38 X 184 mm 3.2250 PROPOSED SECOND FLOOR PLAN SCALE = 1:75 1 A5 1 1 1 1 1 1 1 3 LINEN CLOSET SA SA SA 0.305 1.960 0.430 0.760 2.690 0.305 0.305 2.195 0.305 2.088 0.100 1.212 0.100 2.040 0.100 1.800 0.100 3.850 0.305 2.195 11.390 13.890 15.000 0.305 1.800 1.050 0.5280.100 1.669 0.3050.693 1.833 4.618 5.840 6.450 0.305 3.400 0.100 1.099 1.191 2.243 2.313 1.044 2.500 0.305 5.005 3.995 5.500 13.890 15.000 2.845 3.455 2.995 6.450 BALCONY 2.19M X 2.84M

PROPOSED

1 A4

4.400 3.390 3.400 1 A-10 1 A-10 2. 11. 10. 35. 40. 3. 3. 4. 34. 4. 34. 4. 34. 4. 34. 2. 25. 3. 9. 26. 26. L5 L1 L3 SB SB SB N 1 2 3 m BATHROOM 1.9M X 2.82M MECH 3.05M X 1.89M UNEXCAVATED UP 16 RISERS DJ DJ SA CO STEEL BEAM W250 X 33 STEEL BEAM W250 X 33 PROPOSED BASEMENT FLOOR PLAN SCALE = 1:75 1 A3 38 235 mm @610 O/C W/ STRAPPING W/ 15.9 mm T&G SUBFLOOR (GLUE NAILED) 1 38 235 mm @610 O/C W/ STRAPPING W/ 15.9 mm T&G SUBFLOOR (GLUE NAILED) 38 X 235 mm @610 O/C W/ STRAPPING W/ 15.9 mm T&G SUBFLOOR (GLUE NAILED) 0.7070.305 1.493 1.799 1.493 0.347 0.305 1.759 3.292 1.399 5.840 0.305 0.305 6.450 0.305 10.540 3.850 0.305 16.808 14.390 0.305 1.800 0.400 1.808 15.000 2.850 0.400 2.800 3.650 5.840 6.450 0.305 10.519 2.371 1.653 0.153 1.408 0.400 5.900 5.654 14.390 2.113 16.808 0.100 0.100 1.900 0.100 3.054 0.695 5.595 1.900 3.054 3.541 10.540 1.050 1.750 1.050 POCKET BEAM POCKET BEAM 1.890 DOOR SIZES: 1. 610 X 1980 X 35 mm 2. 910 x 1980 x 35 mm 3. 810 x 1980 x 35 mm 3 6. 5. 16. 13. 15A 15A 4. 12. 13. 12. 10. 17. 17. 17. 16. 7. 7. 12. 13. 6. 5. 36. 5. 6. 12. 13. 5. 6. 26. L1 L1 L5 FURN. SUMP H.W.T SB SB 2.820 2.840 N 1 A-10 1 A-10 1 2 3 m BATHROOM 1.9M X 2.82M MECH 3.05M X 1.89M UNEXCAVATED UP 16 RISERS DJ DJ SA CO STEEL BEAM W250 X 33 STEEL BEAM W250 X 33

SCALE = 1:75

38 X 235 mm @610 O/C W/ STRAPPING W/ 15.9 mm T&G SUBFLOOR (GLUE & NAILED) 1 38 X 235 mm @610 O/C W/ STRAPPING W/ 15.9 mm T&G SUBFLOOR (GLUE & NAILED) 38 235 mm @610 O/C W/ STRAPPING W/ 15.9 mm T&G SUBFLOOR (GLUE & NAILED) 0.7070.305 1.493 1.799 1.493 0.347 0.305 1.759 3.292 1.399 5.840 0.305 0.305 6.450 0.305 10.540 3.850 0.305 16.808 14.390 0.305 1.800 0.400 1.808 15.000 2.850 0.400 2.800 3.650 5.840 6.450 0.305 10.519 2.371 1.653 0.153 1.408 0.400 5.900 5.654 0.100 0.100 1.900 0.100 3.054 0.695 5.595 1.900 3.054 3.541 10.540 1.050 1.750 1.050 POCKET BEAM POCKET BEAM 1.890 3 6. 5. 16. 13. 15A 15A 4. 4. 12. 13. 12. 10. 17. 17. 17. 16. 7. 7. 12. 13. 6. 36. 5. 6. 12. 13. 5. 6. 26. L1 L1 L5 FURN. SUMP H.W.T SB SB 2.820 2.840 1 A-10 1 A-10 KITCHEN 5.43M X 1.83M DINING HALL 4.90M X 1.6M NOOK 1.81M X 1.21M FAMILY ROOM 4.90M X 2.92M CLOSET 1.82M X 0.91M LIVING ROOM 3.85M X 2.37M POWDER ROOM 1.7M X 1.8M PORCH 1.8M X 3.65M DJ DJ SA CO STEEL BEAM W250 X 33 STEEL BEAM W250 X 33 PROPOSED FIRST FLOOR PLAN SCALE = 1:75

1 2 38 X 235 mm @610 O/C W/ STRAPPING W/ 15.9 mm T&G SUBFLOOR (GLUE & NAILED) 38 X 235 mm @610 O/C W/ STRAPPING W/ 15.9 mm T&G SUBFLOOR (GLUE & NAILED) 38 X 235 mm @610 O/C W/ STRAPPING W/ 15.9 mm T&G SUBFLOOR (GLUE & NAILED) 38 235 mm @610 O/C W/ STRAPPING W/ 15.9 mm T&G SUBFLOOR (GLUE & NAILED) 38 235 mm @610 O/C W/ STRAPPING W/ 15.9 mm T&G SUBFLOOR (GLUE & NAILED) 0.348 2.635 0.693 2.459 0.315 1.665 3.240 1.545 0.305 5.840 0.305 6.450 0.305 4.908 0.100 5.440 0.100 3.850 0.305 1.800 0.885 14.398 2.685 15.000 17.693 0.305 1.799 0.695 0.891 1.709 0.746 2.800 1.745 2.760 3.650 0.305 5.839 6.450 1.808 0.305 1.820 0.100 1.700 0.100 2.237 3.084 0.342 0.100 4.908 0.305 7.199 7.803 14.390 15.000 2.693 4.908 5.440 4.908 3.853 1.810 1.691 1.820 2.920 2.920 1.834 2.920 DOOR SIZES: 1. 610 X 1980 X 35 mm 2. 910 x 1980 x 35 mm 3.650 1.808 36A 11. 10. 11. 10. 4. 34. 4. 34. 4. 34. 4. 34. 2. 35. 40. 3. 3. 32. 26. L5 L5 L5 SB SB

1 A4

= 1:75

1 1 1 1 1 1 1 3 LINEN CLOSET SA SA SA 0.305 1.960 0.430 0.760 2.690 0.305 0.305 2.195 0.305 2.088 0.100 1.212 0.100 2.040 0.100 1.800 0.100 3.850 0.305 2.195 11.390 13.890 15.000 0.305 1.800 1.050 0.5280.100 1.669 0.3050.693 1.833 4.618 5.840 6.450 0.305 3.400 0.100 1.099 1.191 2.243 2.313 1.044 2.500 0.305 5.005 3.995 5.500 13.890 15.000 2.845 3.455 2.995 6.450 BALCONY 2.19M X 2.84M DOOR SIZES: 1. 610 X 1980 X 35 mm 2. 910 x 1980 x 35 mm 3. 610 x 1980 x 30 mm (sliding door) 4.400 3.390 3.400 1 A-10 1 A-10 6 2. 11. 10. 35. 40. 3. 3. 4. 34. 4. 34. 4. 34. 4. 34. 2. 25. 3. 9. 26. 26. L5 L1 L3 SB SB SB N

10" CONCRETE BLOCK FOUNDATION WALL

PROPOSED WEST ELEVATION

SCALE 1:60

10" CONCRETE BLOCK FOUNDATION WALL ON 8" X 1'-7" WIDE POURED CONCRETE FOOTING ON UNDISTURBED SOIL

24 PROPOSED FRONT ELEVATION SCALE 1:50 1 A6 3.5000 1.0000 0.2000 2.7000 0.2000 1.9979 TOP OF ROOF U/S OF CEILING FINISHED SECOND FLOOR FINISHED GROUND FLOOR FINISHED GRADE 12 6.8 1.70 1.66 m 0.91 1.98 m 2.1760 1.9800 2.6900 U/S FOOTINGS 3.7000 2.9000 U/S OF SOFFIT U/S OF SOFFIT TOP OF WINDOW TOP OF DOOR 10" CONCRETE BLOCK FOUNDATION WALL ON 8" X 1'-7" WIDE POURED CONCRETE FOOTING ON UNDISTURBED SOIL 42" HIGH WOOD RAILING W/ 3" MAX SPACING BET. REINF. CONC. STAIRS (ROUND) BRICK VENEER 0.2000 0.2000 0.2000 3. FG FG UNPROTECTED OPENINGS: ALLOWABLE 7% WALL AREA = 46.43 sq. m WINDOW AREA = 2.82 sq. m PERCENTAGE = 6.07 % TABLE: 9.7.2.3. RWL ASPHALT SHINGLES PROPOSED REAR ELEVATION SCALE 1:50 1 A8 2.63 X 1.7 m 2.45 X 1.7 m 1.49 X 1.7 m 1.49 X 1.7 m 0.76 X 1.7 m 2.6900 3.5000 2.7000 1.9979 0.2000 0.2000 0.2000 2.5400 2.4381 1.9800 2.9000 3.7000 1.0000 TOP OF ROOF U/S OF CEILING U/S OF SOFFIT U/S OF SOFFIT FIN GROUND FLOOR FIN GRADE U/S FOOTINGS FIN SECOND FLOOR 12 6.8 BRICK VENEER

3. FG FG FG FG UNPROTECTED OPENINGS: ALLOWABLE 7% WALL AREA = 46.43 sq. m WINDOW AREA = 8.63 sq. m PERCENTAGE = 18.60 % TABLE: 9.7.2.3. RWL ASPHALT SHINGLES

2.31 X 1.50 m 1.19 X 1.50 m 3.08 X 1.50 m 2.37 X 1.50 m 1.0000 3.7000 2.9000 2.6900 2.4400 2.5232 1.9979 0.2000 0.2000 TOP OF ROOF U/S OF CEILING TOP OF WINDOW U/S OF SOFFIT FIN. SECOND FLOOR FIN GRADE U/S FOOTING TOP OF WINDOW TOP OF WINDOW

1 A7

ON 8" 1'-7" WIDE POURED CONCRETE FOOTING ON UNDISTURBED SOIL BRICK VENEER 47" HIGH WOOD RAILING W/ 3" MAX SPACING BET. REINF. CONC STAIRS FIN GROUND FLOOR 3. FG FG FG FG FG UNPROTECTED OPENINGS: ALLOWABLE 7% WALL AREA = 105.9 sq. m WINDOW AREA = 9.86 sq. m PERCENTAGE = 9.31 % TABLE: 9.7.2.3. RWL ASPHALT SHINGLES 12 6.8 4.900 12.000 PROPOSED EAST ELEVATION SCALE 1:60 1 A9 10" CONCRETE BLOCK FOUNDATION WALL ON 8" 1'-7" WIDE POURED CONCRETE FOOTING ON UNDISTURBED SOIL BRICK VENEER 47" HIGH WOOD RAILING W/ 3" MAX SPACING BET. REINF. CONC. STAIRS 1.0000 TOP OF ROOF U/S OF CEILING FIN SECOND FLOOR FIN GROUND FLOOR U/S FOOTING FIN GRADE U/S OF SOFFIT 3. 3. RWL ASPHALT SHINGLES WALL TO BE FIRE RATED L.D.: 0.42 m PROVIDE: 45 MIN FRR, NON COMBUSTIBLE CONSTRUCTION AND NON COMBUSTIBLE CLADDING 12 6.8 2.9000 3.9000 3.7000 2.6900 0.2000 0.2000 2.2167 1 2 3 m 1 2 3 m 1 2 3 m 1 2 3 m

PROPOSED CROSS SECTION A-A SCALE 1:60 1 A10

9. 4. 0.61 1.98 m 0.61 1.98 m 0.61 1.98 m KITCHEN DINING ROOM MASTER ENSUITE BATHROOM LAUNDRY WALK IN CLOSET 11. 12 6.8 1 A-11 4. 10. 11. 10. 11. 8. 34. 8. 34. 17. 7. 10. 11. 3. 5. 6. 12. 13. 3. 2.7000 3.7000 2.6900 TOP OF BASEMENT SLAB FIN GROUND FLOOR FIN SECOND FLOOR TOP OF PLATE 0.2000 2.2167 CONCRETE FOOTING DRAINAGE TILE WITH 6" CRUSHED STONE COVER EXTEND DAMPPROOFING TO EDGE OF FOOTING AND UNDER WALL DAMPPROOF COURSE UNDERSLAB POLYMETHENE VB BOND BREAK MOULDED PLASTIC DRAINAGE LAYER BITUMINOUS DAMPPROOFING 10" POURED CONC. FOUNDATION WALL MIL. POLYTHYLENE VB UPTO GRADE 2"X4" STUDS AT 24" O.C. FIBERGLASS INSULATION MIL POLYETHYLENE VB GYPSUM BOARD SEALANT 3" CONCRETE SLAB 10 MIL POLYETHYLENE VB 6" CRUSHED STONE ON UNDISTURBES SOIL MOULDED PLASTIC DRAINAGE LAYER BITUMINOUS DAMPPROOFING 10' POURED CONC. FOUNDATION WALL 6MIL PLYETHYLENE VB UPTO GRADE 2"X4" STUDS AT 24" O.C. FIBERGLASS INSULATION 6MIL POLYETHYLENE VB GYPSUM BOARD WEEPHOLES 600 MM (24 IN.) O.C. MOISTURE BARRIER AROUND HEADER BRICK VENEER WALL 4" FACE BRICK OER 1M AIR SPACE GALVANISED METAL TIES @400 O/C HORIZ AND 16" O/C VERT W/GALV NAILS. MOISTURE BARRIER (TYVEK) 16 OSB SHEATHING ON 2X6 WOOD STUDS @16 O/C BATT INSULATIO CONTINUOUS 6MIL POLYTHYELENE VB DOUBLE PLATE AT TOP GYPSUM BOARD SEALANT BATT INSULATION IN POLYETHYLENE PILLOW FRICTION FIT PLACE WOOD SILL PLATE FASSTENED TO FOUNDATION WALL DIAMETER ANCHOR BOLTS EMBEDDED MIN. CONC.@7-10" O/C MAX WITH CAULKING OR GASKET BETWEEN PLATE AND FOUNDATION WALL EAVE PROTECTION TO EXTEND MIN. 300MM (12IN) BEYOND INSIDE FACE OF EXTERIOR WALL BLOWN-IN INSULATION TO MAINTAIN THE MIN. THICKNESS OF ROOF INSULATION EQUAL TO THE VALUE OF WALL INSULATION OVER EXTERIOR WALL PREFORMED VENTILATION SPACER RAISED HEEL TRUSS PREFINISHED FASCIA PERFORMED ALUMINIUM SOFFIT SEALANT BRICK VENEER WALL 4" FACE BRICK OVER IN. AIR SPACE GALVANISED METAL TIES @32" O/C HORIZ AND 16" O/C VERT. W/GALV. NAILS. MOISTURE BARRIER (TYVEK) 16 N. OSB SHEATHING ON 2X6 WOOD STUDS @16" O/C R19 BATT INSULATION CONTINUOUS MIL POLYETHYLENE VBDOUBLE PLATE AT TOP GYPSUM BOARD WINDOW FRAME (AB) SEALANT CW BACKER ROD PRECAST CONCRETE SILL C/W DRIP EDGE FLEXIBLE FLASHING EXTENDING BEYOND WINDOW OPENING ON EACH SIDE LOW EXPANSION POLYURETHANE FOAM SEALANT SEALANT MOISTURE BARRIER AROUND HEADER BATT INSULATION POLYETHYLENE PILLOW, FRICTION-FIT IN PLACE (VR) GALVANISED BRICK TIE NAILED INTO STUD DOUBLE PLATES SEALANT T& PLYWOOD SHEATHING SEALANT WALL DETAIL SCALE 1:30 1 A4 2.6100 7.6140 0.6922 6.9812 0.6329 7.5942 0.3955 1.5821 0.4746 0.6 1.6 2.6 m 2.7 3.7 4.7 m

WAREHOUSE PROJECT

During our second year of study, my groumate and I undertook the challenging task of constructing a warehouse with a paramount focus on achieving the highest level of accuracy. Employing AutoCAD for the site plan and utilizing Revit for the remaining aspects of the project, including renderings, we meticulously executed each step. This project served as a valuable learning experience, providing us with a profound understanding of the importance of structural precision and the proper methods of execution. Through this endeavor, we developed invaluable skills in delivering projects with unwavering accuracy and attention to detail.

PROJECT NAME - WAREHOUSE PROJECT

SOFTWARES USED - REVIT, PHOTOSHOP AND AUTOCAD TYPE - ACADEMIC YEAR - 2023

CONTRIBUTORS - DHRUVI RATHOD

99.24 X

PROJECT-1 PRELIMINARY

2828 NORTH STREET N73°09'00"E N73°09'00"E SOUTH STREET

STREET FRONT LOT LINE R=9R=12R=15 R=9R=12R=15 24189.35 R=15R=12R=9 R=15R=12R=9 R=15R=12R=9 4500 4500 16320.25 20820.25 4500 4500 4500 4500 4500 4495.22 141000 203500 16320.25 35806.5 40676.5 73896.1 48638.95 39758,7 39798 16320.25 147000 215149 5649 N 19689.35 40306.5 R=9 R=9 R=9 R=9 RETAINING WALL RETAINING WALL 215149 147000 LANDSCAPE AREA LANDSCAPE AREA REAR LOT LINE 3000 3000 3000 3000 R=9R=12R=15

98.80 99.00 99.24

BLOCK A (EM2) 158500 56390 LANDSCAPE AREA LANDSCAPE AREA LANDSCAPE AREA LANDSCAPE AREA Zoning Designation Overall Site Area (m2) Maximum Lot Coverage - SETBACKSMinimum setback of any building, structure or outside storge to any Residential Zone or Open Space Zone (m) GENERAL PROJECT DESCRIPTION - PARKINGREQUIRED PROPOSED Total Parking Space Provided - LANDSCAPEEmployement Zone, EM2 Min. 1800 28693.5 Required landscape strip abutting a street line (width in m) Per 100 m2 of GFA >0.5 7042 sqm/200 =>35.21 = 36 (min) Provided 43 Total Barrier-Free Parking Space Provided For Parking Spaces Between 13 – 100 = 4% 4% OF 43 9 (min) Provided 9 Required landscape strip on any interior side lot line or rear lot line abutting a Residential Zone or the Open Space Zone (width in m) Minimum landscape open space (%) Does not apply 4.5 m 5 % 4.5 m 6022.70 sqm 6022.70 100/ 28693.5 20.98 % 21% Minimum front yard (m) Minimum rear yard (m) Minimum interior side yard (m) Minimum exterior side yard (m) m 12 m m m 19.6894 m 16.3202 m 35.806.5 m 39.7587 m BUILDING FOOTPRINT AREA: 7072.1 SQ.M LOT COVERAGE 7072.2 100/ 28693.5 24.6% 25% Does not apply Does not apply Does not applyLEGEND MAN DOOR LOCATION ENTRANCE EXIT VESTIBULES LOADING DOCK LOCATIONS DRIVE-IN LOCATIONS DIRECTION OF TRAFFIC FLOW LANDSCAPE ISLANDS: 150 CONC. CURB CONT. AS SHOWN C/W LANDSCAPING SEE LANDSCAPE DWG PAINTED ISLANDS: PAINTED TRAFFIC ISLAND COLOR AS PAINT SPEC. LIGHT DUTY ASPHALT PAVING: CAR PARKING AND DRIVEWAYS HEAVY DUTY ASPHALT PAVING FIRE ROUTES AND TRUCKING ROUTES 19000 25555 SHEET NUMBER: SCALE: DRAWN BY: DATE: CLIENT NAME: DRAWING NAME: PROJECT NAME:

CONSTRUCTION DRAWINGS SITE PLAN 1:350 25/02/2023 TRISHNA PARMAR BRENTWOOD JOLLEY A-2.1 19 19.5 20 m

WEST PLAN

98.99 98.75 98.55

X X

X X X

SITE

29 -4.1 2 A-4.1 1 -4.0 A-4.0 1x 3 6x 9x 12 14x A B Gx H 4 5 6 7 8 9 10 11 13 C D E F G Fx 2 1 14 Reception waiting area 1 A-8.0 A-8.0 A-7.0 A-7.0 A-7.1 A-6.0 2 2 2 3 3 3 2 2 2 1 1 2 11149 11149 11149 11149 11149 11149 11149 11149 11149 11149 10587 11711 11149 6090 4414 4499 6652 A-7.1 3681 2845 2799 2845 2250 2845 2822 2845 10406 5068 5760 5446 11100 5299 5287 5868 5843 6120 11441 11553 11358 5975 15454 13547 129146 18002 33334 28834 32035 62354 33144 18116 1150 3071 915 497 3 0 2 m S S m 0 H CO M 3m S N 3m S N 2 mm S L S O N mm H O M SC U 23mm S L S m 0 SC UM 2 mm H O MN m H O N mm H O M m m H O N 2 m m H O MN mSC UM 23mm S L S 3mm H O M SC U 3m S N 3m H CO M 2 m S S 0 m S S 0 2 m S S 0 2 m S S 2 m H O MN SC UM 2 m H O MN 3m 0 H CO M 3m 0 H CO M 3m 0 H CO M 2 m m H O MN m m H O MN 2 m m H O MN SC U SC U SC U 3mm H O M 3mm H O M mm H O M mm S L N 3mm S N 3mm S L N m 0 SC UM m 0 SC UM m 0 SC UM 2 mm H O MN 23mm H O MN 23mm H O MN 3mm S L S 3mm S S mm S L S 2 m m W E DC UM 0 2 m NG O MN 2 m W E A DC U D G N 3mm W A U S 3mm NG O M WD GE L S 3mm F N DCO M 0 2 m G O MN m WD E L S 3mm F N DCO M WD GE L N 3 m W E A DC U 3mm F N DCO M m 0 WD E L S W EF N DCOUM 3 m W E A DC U m WD A E S 0 WD A E S 3mm W A U S 0 2 m G O MN 3mm 0 WD A E U S D L G N D G N 2 m W A DC U 0 2 m NG O MN 0 2 m G O MN 5532 21226 3446 DRAWING NAME: SHEET NUMBER: PROJECT NAME: SCALE: DRAWN BY: DATE: CLIENT NAME: 250 GROUND FLOOR 2 PROJECT-1 CONSTRUCTION DRAWINGS GROUND FLOOR PLAN A-3.1 1:250 25/02/23 TRISHNA PARMAR BRENTWOOD JOLLEY 1x 3 6x 9x 12 14x A B Gx H 4 5 6 7 8 9 10 11 13 C D E F G Fx 2 1 14 A-7.0 A-7.0 A-7.1 A-7.1 6652 11149 11149 11149 11149 6650 4499 11149 11149 4414 6735 11149 11149 10587 11711 11149 6090 4870 8488 8488 8488 7751 9225 2158 6090 28716 33343 62281 33217 19309 130381 14262 14697 19237 33216 ROOF CONSTRUCTION TYPICAL NEWLY BUILT ROOF WITH A SLOPE TO DRAIN WATER 4-PLY ASPHALT AND GRAVEL ON 1/2"' FIBREBOARD OVERLAY, 3" INSULATION, FASTENED TO DECK RD RD RD RD RD RD RD RD SHEET NUMBER: PROJECT NAME: DRAWN BY: 1 250 ROOF PLAN 1 PROJECT 1 14x Gx H 13 F G Fx 14 A-5.1 9 m² Office 1 9 m² Office 2 10 m² Office 3 10 m² Office 4 10 m² Office 5 Office 6 8 m² Kitchenette Office 7 12 m² Shared Office 22 m² Meeting Room 4 m² Office Supplies 4 m² WC 4 m² WC 8 m² Computer/Server equipment 4269 2005 916 1470 4637 1410 1729 10 m2 10 m2 Order Entry Customer Service DRAWING NAME: SHEET NUMBER: PROJECT NAME: SCALE: DRAWN BY: DATE: CLIENT NAME: 1 50 GROUND FLOOR OFFICE 1 PROJECT-1 CONSTRUCTION DRAWINGS GROUND FLOOR OFFICE A-6.0 1:50 25/02/23 TRISHNA PARMAR BRENTWOOD JOLLEY 1 1.5 2 m 14x Gx H 13 F G Fx 14 A-5.1 33 m² Training Room 50 m² Meeting Room 16 m² President Office 15 m² Vice President, Sales 10 m² Accounts Manager 12 m² Shared Office for Acc. 10 m² Kitchenette R @ 23 187.7 mm R @ 12 188 R @ 11 188 Non-Monolithic Landing R @ 23 187.7 mm R @ 23 188 Non-Monolithic Landing Stringer - 50mm Width Stringer - 50mm Width Stringer - 50mm Width 77 78 79 80 81 82 83 84 98 99 101 1146 2785 1024 1822 1617 1681 15 m² Vice President Marketing 5 m² Female WC 5 m² Male WC 2 1 50 MEZZANINE OFFICE 1 14x Gx H 13 F G Fx 14 A-5.1 33 m² Training Room 50 m² Meeting Room 16 m² President Office 15 m² Vice President, Sales 10 m² Accounts Manager 12 m² Shared Office for Acc. 10 m² Kitchenette R @ 23 187.7 mm R @ 12 188 @ 11 188 Non-Monolithic Landing R @ 23 187.7 mm R @ 23 188 Non-Monolithic Landing Stringer - 50mm Width Stringer - 50mm Width Stringer - 50mm Width 77 78 79 80 81 82 83 84 98 99 101 1146 2785 1024 1822 1617 1681 15 m² Vice President Marketing 5 m² Female WC 5 m² Male WC 1 1 2 SHEET NUMBER: PROJECT NAME: DRAWN BY: 1 50 MEZZANINE OFFICE 1 PROJECT 1 A 6.1 1 1.5 2 m DHRUVI RATHOD

30 1x 8 2 MATERIAL CHANGE GROUND FLOOR 0 MEZZANINE 4317 1x 3 6x 9x 12 14x ROOF PLAN 9144 U/S OF FOOTING -4267 PARAPET 9550 4 5 6 7 8 9 10 11 13 2 1 14 4827 4317 4267 1 A-7.0 2 A-7.0 3 2 3 MATERIAL CHANGE MATERIAL CHANGE RETAINING WALL 9550 175388666 MAN DOOR CONCRETE STEP MAN DOOR MAN DOOR MAN DOOR 1 : 250 EAST ELEVATION 2 2 4 8 m GROUND FLOOR 0 MEZZANINE 4317 A B Gx H ROOF PLAN 9144 U/S OF FOOTING -4267 PARAPET 9550 C D E F G Fx 9550 MATERIAL CHANGE MATERIAL CHANGE -DRIVE IN DOOR DRAWING NAME: PROJECT NAME: PROJECT CONSTRUCTION DRAWINGS SOUTH AND EAST ELEVATION GROUND FLOOR 0 MEZZANINE 4317 A B Gx H ROOF PLAN 9144 PARAPET 9550 C D E F G Fx 4827 9550 GROUND FLOOR 0 MEZZANINE 4317 1x 3 6x 9x 12 14x ROOF PLAN 9144 U/S OF FOOTING -4267 PARAPET 9550 4 5 6 7 8 9 10 11 13 2 1 14 4827 4317 4267 1 A-7.0 2 A-7.0 3 2 3 MATERIAL CHANGE MATERIAL CHANGE RETAINING WALL 9550 1753 -866MAN DOOR CONCRETE STEP MAN DOOR MAN DOOR MAN DOOR DRAWING NAME: SHEET NUMBER: PROJECT NAME: SCALE: DRAWN BY: DATE: CLIENT NAME: 1 : 250 EAST ELEVATION 2 PROJECT-1 CONSTRUCTION DRAWINGS SOUTH AND EAST ELEVATION A-4.1 1:250 25/02/23 TRISHNA PARMAR BRENTWOOD JOLLEY WEST 3 4 GROUND FLOOR 0 MEZZANINE 4317 A B Gx H ROOF PLAN 9144 U/S OF FOOTING -4267 PARAPET 9550 C D E F G Fx 9550 MATERIAL CHANGE MATERIAL CHANGE -DRIVE IN DOOR MAN DOOR DRAWING NAME: SHEET NUMBER: PROJECT NAME: SCALE: DRAWN BY: DATE: CLIENT NAME: 100 SOUTH ELEVATION 1 PROJECT-1 CONSTRUCTION DRAWINGS SOUTH AND EAST ELEVATION A-4.1 1:250 25/02/23 TRISHNA PARMAR BRENTWOOD JOLLEY SOUTH 2 DHRUVI RATHOD DHRUVI RATHOD TRISHNA PARMAR TRISHNA PARMAR 2 4 8 m

90 mm THICK PRECAST CONCRETE PANEL

CURTAIN WALL; 9" THICK "SANDWICH

WALL SECTION #3

WALL SECTION #4

3131 GROUND FLOOR 0 MEZZANINE 4317 9x ROOF PLAN 9144 PARAPET 9550 150 MM BATT INSULATION 15 MM VAPOUR RETARDER 20 MM SHEATHING 25 MM METAL STUD CURTAIN WALL 15 MM AIR INFILTRATION BARRIER 15 MM GYPSUM BOARD UB 305X165X40 MM UNIVERSAL BEAMS 203X203 MM WIDE FLANGE COLUMN 50X150 MM RECTANGULAR MULLION FRAME OF 12'X14' DRIVE-IN DOOR MEETS TE METAL CURTAIN WALL 150 MM FOUNDATION SLAB 5' DIAMETER CONCRETE CASSION FOUNDATION 1/2" PREMOULDED JOINT FILLER (TYP.) 12'X14' OVERHEAD ROLLING DOCK 2300 2400 483 2400 2400 229 343 50 3 24" DEEP OPEN WEB STEEL JOISTS AT 6" 0/C FRAME OF 12' X 14' DRIVE-IN DOOR MEETS THE METAL CURTAIN WALL 15MM VAPOUR RETARDER 20MM SHEATHING 25 MM METAL STUD CURTAIN WALL 14' X 16' OVERHEAD LOADING DOCK 2" RIGID PERIMETER MIN. 2'-0" BELOW 9" THICK 5' DIAMETER CASSION 1/2" PREMOULDED 5 8 5 380 1 1 3 0 2 4 0 0 2 4 0 0 1119 457 3048 150 150 MM BATT INSULATION 15MM AIR INFILTRATION BARRIER 15 MM GYPSUM BOARD 50X150 MM RECTANGULAR MULLION UB305X 165X40 MM UNIVER SAL BEAMS 203X203 MM WIDE FLANGE COLUMN SHEET NUMBER: PROJECT NAME: DRAWN BY: PROJECT-1 A-7.1 1 : 25 WALL SECTION #3 1 1 : 25 WALL SECTION #4 2 GROUND FLOOR 0 MEZZANINE 4317 9x ROOF PLAN 9144 PARAPET 9550 150 MM BATT INSULATION 15 MM VAPOUR RETARDER 20 MM SHEATHING 25 MM METAL STUD CURTAIN WALL 15 MM AIR INFILTRATION BARRIER 15 MM GYPSUM BOARD UB 305X165X40 MM UNIVERSAL BEAMS 203X203 MM WIDE FLANGE COLUMN 50X150 MM RECTANGULAR MULLION FRAME OF 12'X14' DRIVE-IN DOOR MEETS TE METAL CURTAIN WALL 150 MM FOUNDATION SLAB 5' DIAMETER CONCRETE CASSION FOUNDATION 1/2" PREMOULDED JOINT FILLER (TYP.) 12'X14' OVERHEAD ROLLING DOCK 2300 2400 483 2400 2400 229 343 50 GROUND FLOOR 0 MEZZANINE 4317 3 ROOF PLAN 9144 PARAPET 9550 24" DEEP OPEN WEB STEEL JOISTS AT 6" 0/C FRAME OF 12' X 14' DRIVE-IN DOOR MEETS THE METAL CURTAIN WALL 15MM VAPOUR RETARDER 20MM SHEATHING 25 MM METAL STUD CURTAIN WALL 14' X 16' OVERHEAD LOADING DOCK 2" RIGID PERIMETER INSULATION MIN. 2'-0" BELOW FINISHED GRADE 9" THICK CONCRETE SLAB 5' DIAMETER CONCRETE CASSION FOUNDATION 1/2" PREMOULDED JOINT FILLER (TYP.) 5 8 5 380 1 1 3 0 2 4 0 0 2 4 0 0 1119 457 3048 150 150 MM BATT INSULATION 15MM AIR INFILTRATION BARRIER 15 MM GYPSUM BOARD 50X150 MM RECTANGULAR MULLION UB305X 165X40 MM UNIVER SAL BEAMS 203X203 MM WIDE FLANGE COLUMN

PROJECT NAME:

BY: PROJECT-1 A-7.1 1 : 25

SHEET NUMBER:

DRAWN

1 1 : 25

2 CONNECTORS TO MANUFACTURERS SPECIFICATION Gx

PANEL" 50 mm RIGID INSULATION 25 MM AIR INFILTRATION BARRIER 65 mm THICK PRECAST CONCRETE PANEL CURTAIN WALL; 9" THICK "SANDWICH PANEL" GLAZED CURTAIN WALL WITH EXTERIOR GLASS AND STRUCTURAL FRAME 50mm X 150 mm RECTANGULAR MULLION CONNECTORS GROUND FLOOR 0 H 25 mm AIR INFILTRATION BARRIER 1400 X 1400 X 350 mm CASSION FOUNDATION 150 mm FOUNDATION SLAB 65 mm THICK PRECAST CONCRETE PANEL; 9" THICK "SANDWICH PANEL" 50 mm RIGID INSULATION 90 mm THICK PRECAST CONCRETE PANEL; 9" THICK "SANDWICH PANEL" 203 X 203 mm WIDE FLANGE COLUMN PRECAST CONCRETE PANEL MEETS THE FOUNDATION SHEET NUMBER: SCALE: DRAWN BY: DATE: CLIENT NAME: 1 : 10 PLAN DETAILL #2 2 1 10 4 1 10 SECTION DETAIL #3 3 PROJECT-1 CONSTRUCTION DRAWINGS AND SECTION DETAILS A-8.1 1:10 25/02/23 TRISHNA PARMAR BRENTWOOD JOLLEY 14x ROOF PLAN 9144 PARAPET 9550 GLAZED CURTAIN WALL WITH EXTERIOR GLASS AND STRUCTURAL FRAME 50mm X 150mm RECTANGULAR MULLION UB305X160X40 mm UNIVERSAL BEAMS H 65 mm THICK PRECAST CONCRETE PANEL; 9" THICK "SANDWICH PANEL" 203 X 203 mm WIDE FLANGE COLUMN 1 10 SECTION DETAIL #2 4 2.3 3.8 4.8 m 2.3 3.8 0.12 0.15 0.23 m 0.20 0.30 0.4 m 4.8 m

mm THICK PRECAST CONCRETE PANEL

WALL ; 9" THICK "SANDWICH PANEL"

mm THICK PRECAST CONCRETE PANEL CURTAIN WALL; 9" THICK "SANDWICH PANEL"

GLAZED CURTAIN WALL WITH EXTERIOR GLASS AND STRUCTURAL FRAME 50mm X 150mm

MM AIR INFILTRATION BARRIER

mm THICK PRECAST CONCRETE PANEL CURTAIN WALL; 9" THICK "SANDWICH PANEL"

CURTAIN WALL WITH EXTERIOR GLASS AND STRUCTURAL FRAME

32 GROUND FLOOR 0 MEZZANINE 4317 1x 3 6x 9x 12 14x ROOF PLAN 9144 U/S OF FOOTING -4267 PARAPET 9550 4 5 6 7 8 9 10 11 13 2 1 14 4 A-8.1 4 A-8.0 1 A-7.0 5233 4317 4267 1 : 250 BUILDING SECTION #2 1 CONNECTORS TO MANUFACTURERS SPECIFICATION Gx 90 mm THICK PRECAST CONCRETE PANEL CURTAIN WALL; 9" THICK "SANDWICH PANEL" 50 mm RIGID INSULATION 25 MM AIR INFILTRATION BARRIER 65 mm THICK PRECAST CONCRETE PANEL CURTAIN WALL; 9" THICK "SANDWICH PANEL" GLAZED CURTAIN WALL WITH EXTERIOR GLASS AND STRUCTURAL FRAME 50mm X 150 mm RECTANGULAR MULLION CONNECTORS GROUND FLOOR 0 H 25 mm AIR INFILTRATION BARRIER 1400 X 1400 X 350 mm CASSION FOUNDATION 150 mm FOUNDATION SLAB 65 mm THICK PRECAST CONCRETE PANEL; 9" THICK "SANDWICH PANEL" 50 mm RIGID INSULATION 90 mm THICK PRECAST CONCRETE PANEL; 9" THICK "SANDWICH PANEL" 203 X 203 mm WIDE FLANGE COLUMN PRECAST CONCRETE PANEL MEETS THE FOUNDATION DRAWING NAME: SHEET NUMBER: PROJECT NAME: SCALE: DRAWN BY: DATE: CLIENT NAME: 1 : 10 PLAN DETAIL #1 1 1 : 10 PLAN DETAILL #2 2 1 10 SECTION DETAIL #2 4 1 10 SECTION DETAIL #3 3

PLAN AND SECTION DETAILS A-8.1 1:10 25/02/23 TRISHNA PARMAR BRENTWOOD JOLLEY 12 H 65

CURTAIN

25 mm AIR INFILTRATION BARRIER 55 mm RIGID INSULATION 90 mm

WALL 9"

PANEL" 203mm

STEEL

CONNECTORS

SPECIFICATION Gx 90

GLAZED

50mm

CONNECTORS

ROOF

PARAPET

PROJECT-1 CONSTRUCTION DRAWINGS

THICK PRECAST CONCRETE PANEL CURTAIN

THICK "SANDWICH

x 203mm WIDE FLANGE

COLUMN ( I SHAPE COLUMN)

TO MANUFACTURERS

mm RIGID INSULATION

X 150 mm RECTANGULAR MULLION

14x

PLAN 9144

9550

GROUND FLOOR H 25 mm AIR INFILTRATION BARRIER 1400 X 1400 X 350 mm CASSION FOUNDATION 150 mm FOUNDATION SLAB 65

50 mm RIGID INSULATION 90 mm THICK PRECAST CONCRETE PANEL; 9"

PANEL" 203 X 203 mm WIDE FLANGE COLUMN PRECAST CONCRETE PANEL MEETS THE FOUNDATION SHEET NUMBER: PROJECT NAME: DRAWN BY: 1 : 10 PLAN DETAIL #1 1 1 10 PLAN DETAILL #2 2 1 : 10 SECTION DETAIL #2 4 1 : 10 SECTION DETAIL #3 3 PROJECT 1 A 8.1 2 4 8 m 0.12 0.20 0.23 m 0.12 0.20 0.23 m

RECTANGULAR MULLION UB305X160X40 mm UNIVERSAL BEAMS

mm THICK PRECAST CONCRETE PANEL; 9" THICK "SANDWICH PANEL"

THICK "SANDWICH

AURORA CAR DEALERSHIP

The design of our proposed auto dealership combines sustainability with imaginative architecture. We designed a building that blends in with its surroundings, employs sustainable resources, and emits little carbon. It includes imaginative components that encourage a bond between the inhabitants and the surrounding environment. The curved roof structure of the building, which evokes motion and fluidity, is one of its most inventive and appealing features. The building has an open floor plan, high ceilings, and abundance of natural light. It includes ventilation to improve the building’s indoor air quality.

Numerous eco-friendly features are included in our structure, including geothermal heating and cooling, an energy-efficient building automation system, low-emission paints and varnishes, and FSC-certified wood used in construction. Our design is flexible and adaptive, enabling modifications and alterations as requirements and technologies change. In conclusion, our building fulfils the needs of its users in a way that encourages sustainability, social interaction, and environmental responsibility.

CAR DEALERSHIP

AND AUTOCAD TYPE - ACADEMIC YEAR - 2023 CONTRIBUTORS - DHRUVI RATHOD

PROJECT NAME - AURORA

SOFTWARES USED - REVIT

-50 -130 - 130 -50 0.00 -50 -50 -50 -50 - 50 -100 -100 -100 0.00 -65 -50 -70 -100 - 50 -100 -100 -100 -100 -100 -50 SERVICE DEPARTMENT TOOL ROOM ELECT. ROOM DETAIL/WASH BAY SERVICE RECEPTION FASTLANE SLOPE DN SLOPE DN SLOPE SLOPE 4 3 8 6 5 TRENCH DRAIN SKYLIGHT ABOVE SKYLIGHT ABOVE WALL 2400 A.F.F. C.B. SLOPE UP TO TECH. PARTS ST. RUNG LADDER C.B. SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE HAZARDOUS WASTE STORAGE TANK SLOPE GREETIN PODIUM SLOPE TRENCH DRAIN TRENCH DRAIN TRENCH DRAIN SLOPE C.B. GREETIN G PODIUM DYNO BAY PIT C.B. RETAIL SALES PARTS PICKUP NEW VEHICLE SALES MANAGER OFFICE PRE-OWNED VEHICLE SALES MANAGER OFFICE DEALER STORE STAFF WASHROOM MULTI MEDIA ROOM STAFF WASHROOM CUSTOMER WASHROOM SALESPERSON WORK STATIONS RECEPTION NEW VEHICLE SALESPERSON WORK STATIONS CUSTOMER LOUNGE/WAITING AREA VIRTUAL REALITY ROOM NEW VEHICLE SHOWROOM PRE-OWNED VEHICLE SHOWROOM STAIRS PARTS ROOM STAIRSF.F. 3.OO ROOM COMPRESSOR SKYLIGHT ABOVE SKYLIGHT ABOVE ST. RUNG LADDER OPEN TO BELOW. NO SECOND FLOOR ABOVE SERVICE BAYS OPEN TO BELOW. NO SECOND FLOOR ABOVE BAYSSERVICE OPEN TO BELOW. NO SECOND FLOOR IN THIS AREA NEW VEHICLE SHOWROOM PRE-OWNED VEHICLE SHOWROOM STAIRS STAIRS SALES AND ADMIN LUNCH ROOM SERVICE TECHNICIANS LUNCH ROOM SERVICE TECHNICIANS LOCKER ROOM (F) SERVICE WR (F) SERVICE NS WR (M) MISCELLANEOUS STORAGE SERVICE TECHNICIANS LOCKER ROOM (M) STAFF WASHROOM STAFF WASHROOM CONTROLLER OFFICE SPARE OFFICE FIRST AID ROOM SECURITY OFFICE GENERAL OFFICE DEALER OFFICE CONFERENCE/ MEETING ROOMRAMMED EARTH WALLS Manufacturer- BC Passive House Rammed Earth Walls is used for interior walls. https://sirewall.com/earth-house-holdings-tonyjohnson-victoria-bc/ ACETYLATED WOOD Manufacturer- Accoya Acetylated Wood is used for exterior walls. https://www.accoya.com/products/siding/ CORK FLOORING Manufacturer- Cancork Model Number -TC90, TC91, and TC97. Cork is used for flooring. https://www.cancork.com/store/productcategory/flooring/ RECLAIMED WOOD Manufacturer- Oldwood.co Model Number – BS112, BS101, BS122, BS151, BS108. Reclaimed Wood is used for interior walls. https://www.oldewoodltd.com/galleries/barnsiding BRICK WALLS Manufacturer- Pinehurst Brick. Brick walls are used for exterior walls. https://bilcobrick.com/project/pinehurst/ FIBER CEMENT Manufacturer- James Hardie. Fiber Cement is used for exterior walls. https://www.jameshardie.ca/products/hardiebacker -cement-board WOODEN DOORS Manufacturer- Simpson Door Company. Model Number- 4974, 49940, 4968, 80465, 49965 Wooden Doors are used for exterior and interior doors. https://www.simpsondoor.com/find- -door/ FIBERGLASS WINDOWS Manufacturer- Inline Fiberglass Model Number- 300, 400, 800 Series https://www.inlinefiberglass.com/products#fibergl asswindows BRICK WALLS Manufacturer- Pinehurst Brick. Brick walls are used for exterior walls. https://bilcobrick.com/project/pinehurst/ FIBER CEMENT Manufacturer- James Hardie. Fiber Cement is used for exterior walls. https://www.jameshardie.ca/products/hardiebacker -cement-board WOODEN DOORS Manufacturer- Simpson Door Company. Model Number- 4974, 49940, 4968, 80465, 49965 Wooden Doors are used for exterior and interior doors. https://www.simpsondoor.com/find- -door/ FIBERGLASS WINDOWS Manufacturer- Inline Fiberglass Model Number- 300, 400, 800 Series https://www.inlinefiberglass.com/products#fibergl asswindows FIRST FLOOR (SCALE - 1:100) SECOND FLOOR (SCALE - 1:100) NORTH ELEVATION (SCALE - 1:100) SOUTH ELEVATION (SCALE - 1:100) EAST ELEVATION (SCALE - 1:100) WEST ELEVATION (SCALE - 1:100) 2.6 3.6 4.6 2.6 3.6 4.6 2.7 3.7 4.7 2.7 3.7 4.7 2.7 3.7 4.7 2.7 3.7 4.7 36

SECTION-1 (SCALE

1:100)

SECTION-2 (SCALE - 1:100) 2.7 3.7 4.7 2.7 3.7 4.7 37

BUILDING

WALL SECTION MODEL

As part of our assignment, we were tasked with building a 1:20 scale physical model of a wall section. This hands-on activity provided us with valuable insights into the components nestled within the walls, such as insulation, stud walls, and air filtering systems. Through the process, we discovered the significance of accuracy in constructing a physical model, realizing that precision is vital to project success.

Moreover, this assignment fostered a sense of camaraderie and appreciation for teamwork. Collaborating with my peers allowed us to pool our individual strengths and work cohesively towards a shared goal. It emphasized the importance of effective communication, coordination, and synergy within a group setting. Through this experience, we not only deepened our understanding of wall construction but alsocultivated valuable interpersonal and collaborative skills that will benefit us in future endeavors.

PROJECT NAME - WALL SECTION MODEL

PROJECT DELIVERY- HAND MADE

TYPE - ACADEMIC YEAR - 2022

CONTRIBUTORS - DHRUVI RATHOD

LEGEND OF MATERIALS:

SCALE

1. BALSA WOOD: