Architectural Technology Portfolio by Ledell James Soriano

LDLLCONCEPTS

ARCHITECTURAL TECHNOLOGY PORTFORLIO 2021

Ledell James Soriano

ARCHITECTURAL TECHNOLOGY PORTFORLIO

Ledell James Soriano

TABLE OF

CONTENTS SELECTED STUDIO PROJECTS

INTERPRETATION CENTER

01 ....................................................... 10

INDUSTRIAL BUILDING

02 ....................................................... 20

OG POD

03 ....................................................... 38

MIXED USE

04 ....................................................... 46

CONTEMPORARY HOME

05 ....................................................... 58

OTHER PROJECTS

2D AND 3D VISUALIZATIONS

06 ....................................................... 68

DESIGN

STATEMENT As a Designer, I have a strong passion for Architecture and an appreciation for design, concepts, and detail. I offer the ability to adapt positively to changing environments as well as technologies and systems. I am result oriented with strong attention to accuracy and extensive knowledge of multiple Architectural softwares. I am always willing to learn and continue to expand and share my knowledge. And will always be open to change and improvement for professional development. My goal is to use a distinctive, imaginative style to establish a compelling visual and experiential story.

SELECTED STUDIO PROJECTS

INTERPRETATION CENTER TORONTO WATERFRONT COURSE:

ARCHITECTURAL TECHNOLOGY AND STUDIO 03 INSTRUCTORS:

PIETRO FERARI, TRACEY LOSTON DESIGN & PRODUCTION:

LEDELL JAMES SORIANO, MENVIN PERIA PERIOD:

WINTER 2021

PROJECT DESCRIPTION: This project is located at Tommy Thompson Park, “a unique place near downtown Toronto to experience nature, and one of the best places for bird-watching in the city, with more than 300 recorded species.” My initial concept is a common nest but when I visited the site, I found this interesting nest in the area. The design concept aims to mimic Cliff Swallow Nest’s form and features. It is interesting because this nest is made up of mud built-in groups or clusters overlapping each other. The cliff swallow nest typically looks like a gourd in shape and has only one opening. One of the objectives of this project is to maximize natural light and ventilation. By adopting the concept of a cliff swallow nest, I was able to maximize light and ventilation by forming a high pitch roof allowing passive cooling of the building by variances in vertical pressure initiated by thermal buoyancy. It is called the stack effect; it is the phenomenon whereby warm air rises and cold air enters to replace it. It is sometimes referred to as the chimney effect because it is also the driving force behind a fireplace to draft up a chimney. Besides, the skylight in the high pitch roof also acts as a support for the natural light to pass through the building from above reflecting the white ceiling and light-coloured interiors. Sustainability was also considered in the building by harvesting solar energy through the solar shingles that are integrated with the building’s roof. Rainwater collection and greywater treatment are also proposed for support to the main water source. For climate control, a geothermal system was integrated. The green roof was also incorporated to help control the temperature of the building.

Basic Circular

Geometric Form

Final From

VESTIBULE

UP UP

DN DN

3 11

26 4

5 13 10

12 10

27 7

8 9 25

6 16

24 14

18 14

18 15

8 19

4 15

DN DN

3 1

23 UP

21 21

26 27

VESTIBULE 1 1 UP RECEPTION DN RECEPTION 2 2 ACCESS AREA ACCESS AREA 3 3 ATRIUM 26 ATRIUM 4 4 GIFT SHOP GIFT SHOP 5 5 ADMINISTRATION OFFICE ADMINISTRATION OFFICE 6 6 27 CAFETERIA CAFETERIA 7 7 EXHIBITION HALL 1 EXHIBITION HALL 1 8 8 EXHIBITION HALL 2 EXHIBITION HALL 2 9 9 EXHIBITION HALL 3 25 EXHIBITION HALL 3 10 10 28 EXHIBITION HALL 4 EXHIBITION HALL 4 11 11 COURTYARD COURTYARD 12 12 MULTI-MEDIA CLASSROOM MULTI-MEDIA CLASSROOM 13 13 MALE WASHROOM 24 MALE WASHROOM 14 14 FEMALE WASHROOM FEMALE WASHROOM 15 15 PWD WASHROOM PWD WASHROOM 16 16 23 NURSERY ROOM NURSERY ROOM 17 17 FACILITY ROOM FACILITY ROOM 18 18 WAREHOUSE WAREHOUSE 19 19 22 ELEVATOR LOBBY ELEVATOR LOBBY 20 20 21 BEDROOM 1 BEDROOM 1 21 21 BEDROOM 2 BEDROOM 2 23 23 BUNK MALE 24 24 20 BUNK MALE LOUNGE LOUNGE 25 25 DN BUNK FEMALE BUNK FEMALE 26 26 BATHROOM BATHROOM 27 27 BALCONY BALCONY 28 28

VESTIBULE RECEPTION ACCESS AREA ATRIUM GIFT SHOP ADMINISTRATION OFFICE CAFETERIA EXHIBITION HALL 1 EXHIBITION HALL 2 EXHIBITION HALL 3 EXHIBITION HALL 4 COURTYARD MULTI-MEDIA CLASSROOM MALE WASHROOM FEMALE WASHROOM PWD WASHROOM NURSERY ROOM FACILITY ROOM WAREHOUSE ELEVATOR LOBBY BEDROOM 1 BEDROOM 2 BUNK MALE LOUNGE BUNK FEMALE BATHROOM BALCONY

SECOND PLAN GROUND GROUND FLOOR PLAN SECOND FLOOR PLAN SECOND FLOOR PLAN FLOOR PLAN GROUND FLOOR PLAN FLOOR

GROUND FLOOR PLAN 0

20m

SECOND FLOOR PLAN 0

20m

EAST ELEVATION 0

NORTH ELEVATION 10m

SOUTH ELEVATION 0

10m

WEST ELEVATION 0

10m

SUSTAINABILITY FEATURES NATURAL VENTILATION

RAIN WATER COLLECTION

IRRIGATION

HOT WATER USE

REUSE

ELEC HEAT PUMP

FILTER/ PROCESS

GREYWATER

FILTER/ PROCESS

RAINWATER CISTERN

HOT WATER TANK GEOTHERMAL

LONGITUDINAL SECTION

STRUCTURAL FRAMING

ROOF DECK

THIRD FLOOR STRUL STEEL FRAMING

ROOF FRAMING

SOLAR SHINGLES

CTRICITY

SECOND FLOOR REIN-

VESTIBULE

RECEPTION

ATRIUM

EXHIBITION HALL 1

EXHIBITION HALL 2

EXHIBITION HALL 3

EXHIBITION HALL 4

LOUNGE AREA

MULTI-MEDIA CLASSROOM

COURT YARD

OBSERVATION DECK

FORCED CONCRTE SLAB SECOND FLOOR STRUCTURAL FRAMING

STAIRS

STRUCTURAL STEEL COLUMNS

SLAB ON GRADE

POWER STORAGE

TRENCHWALL

FOUNDATION

Lounge Area

INTERIOR PERSPECTIVE 18

Atrium

Exhibit hall (Light well)

02 20

INDUSTRIALBUILDING CONSTRUCTION DOCUMENTS FOR A WAREHOUSE WITH OFFICE COURSE:

ARCHITECTURAL TECHNOLOGY AND STUDIO 03 INSTRUCTORS:

PIETRO FERARI, TRACEY LOSTON DESIGN & PRODUCTION:

LEDELL JAMES SORIANO PERIOD:

WINTER 2021

PROJECT DESCRIPTION: This is a project in fourth semester in Architetcural Studio. The objective is to learn and apply the design and technical aspects of building projects utilizing steel frame and the use of curtain wall building systems for the building envelope. It was completed within a simulated architectural office environment to complete the required construction documents to applicable regulations and current industry standards. The project is identified as an industrial warehouse with a two-storey office building. Located in the city of Vaughan, in the regional municipality of York. It focuses on understanding the use of steel frame building construction and curtain wall syestems such as glazed, precast concrete, and insulated metal stud wall for the building envelope. In addition, the preliminary phase of the project was to expand our knowledge in understanding the different requirements not only within the building but also requirements such as parking area as per occupancy type, setbacks, access point location and other develeopment within the project property bounderies. The project documentation progressed based from the Client’s requirements and also with strict compliance to the Zoning ByLaws and Ontario Building Code.

S 73° 09' 00" W 6000

90 00

15956

10 PARKING SPACES

WALKWAY

1960

18.50 M

6000

TO C/L OF SOUTH STREET

9.00 METERS

165.20 m CURB

ENT/ EXT ACCESS

SOUTH STREET SITE DEVELOPMENT PLAN

-15 2

9000

-17 4

N 73° 09' 00" E

C.L. FIRE ROAD

WALKWAY

150 mm HIGH CONC. WALKWAY

LANDSCAPING

LANDSCAPING 38800

LANDSCAPING 00 79

PO SN ST

-15 2

3050

LANDSCAPING

6000

C.L. FIRE ROAD

3000

-20 3

-30 5

WALKWAY

PROPERTY LINE

WALKWAY

POTENTIAL SNOW STORAGE

-1 52

C.L. FIRE ROAD

00 90

120

1400

4950

1 FL FIN ELEVATION 0.00 M

00 90

CONT. 150mm HIGH CONC. CURB

52 -1

OFFICE

1200

10 PARKING SPACES

111264

3900 2600

1 FL FIN ELEVATION 0.00 M

4 PARKING SPACE

67044

WAREHOUSE

150 mm HIGH CONC. WALKWAY

3800

C.L. FIRE ROAD

WALKWAY

92.00 m

9136

1 : 300

12000

12 PARKING SPACES

WALKWAY

6000

-1 52

-1 21 9

POTENTIAL SNOW STORAGE

2000

5 -30

C.L. FIRE ROAD

GUARD RAIL

15136

1 A2.0

PO ST

-1 52

10 PARKING SPACES

-1 52

90 00

2000

RAMP DOWN

6000

S 16° 51' 00" E

CONT. 150mm HIGH CONC. CURB LANDSCA

C.L. FIRE ROAD

00 90

PROPERTY LINE

150 mm HIGH CONC. WALKWAY

52 -1

RETAINING WALL

6000

0 00

9000

00 0

1996

C.L. FIRE ROAD

PROPERTY LINE

165.20 m

CONT. 150mm HIGH CONC. CUR

3050

-17 4

ZONING INFORMATION LOT AREA

EAST STREET

92.00 m

N 16° 51' 00" W

C.L. ROAD

FORMATIONS

QM OF OFFICE

OTENTIAL NOW TORAGE

ULD HAVE 4% E PROVIDED

LANDSCAPIN

-15 2

LANDSCAPING

PROPOSED CONT. 150mm HIGH CONC. CURB

GENERAL EMPLOYMENT AREA ( EM2 )

15,198.40 SQM

6,769.92 SQM (42.85 %)

DESCRIPTION

LANDSCAPE @ 3.00M MINIMUM WIDTH ABU FRONT (EAST)

EXTERIOR SIDE (SOUTH

SETBACK

INTERIOR SIDE (NORTH

65 PARKING SPACES 73 TOTAL PARKING SPACES

REAR (WEST)

76 TOTAL PARKING SPACES

8 PARKING SPACES

SNOW STORAGE 5% OF TOTAL PAVED AR PAVED AREA = 7,466.47 SQM

3 ACCESSIBLE PARKING SPACES

DESCRIPTION

Do not scale drawings, verify all GENERAL EMPLOYMENT AREA the ( EM2 )

GENERAL EMPLOYMENT AREA ( EM2 )

3 ACCESSIBLE PARKING SPACES

CURB

dimensions before commencing any work. This drawing and design herein shall remain the property of the Designer and is not to be copied or reproduced without their 6,769.92 SQM (42.85 %) written permission.

SETBACK

65 PARKING SPACES 76 TOTAL PARKING SPACES

73 TOTAL PARKING SPACES 8 PARKING SPACES

PROPOSED

DESCRIPTION

962.03 SQM (6.33%)

DRIVE-IN LOCATION

FRONT (EAST)

6.00 METERS

38.80 METERS

LOADING DOCK

EXTERIOR SIDE (SOUTH)

6.00 METERS

9.00 METERS

ENTRANCE/EXIT VESTIBULE

INTERIOR SIDE (NORTH)

6.00 METERS

15.95 METERS

PEDESTRIAN DOOR

REAR (WEST)

12.00 METERS

15.14 METERS

TRAFFIC FLOW

373.32 SQM (5%)

410.02 SQM (5.5%)

SNOW STORAGE 5% OF TOTAL PAVED AREA PAVED AREA = 7,466.47 SQM

3 ACCESSIBLE PARKING SPACES

REQUIRED 759.20 SQM (5%)

LANDSCAPE @ 3.00M MINIMUM WIDTH ABUTTING A STREET

15,198.40 SQM

LANDSCAPING

POTENTIAL SNOW STORAGE

LEGENDS PROPOSED

PROPERTY LINE

10 PARKING SPACES

ROSS FLOOR

OFFICE USE = 232.45 SQM 3.5 PARLING SPACE PER 100 SQM OF OFFICE GROSS FLOOR AREA

ACCESSIBLE PARKING SPACE 13-100 PARKING SPACES SHOULD HAVE 4% OF THE TOTAL PARKING SPACE PROVIDED

REQUIRED

CURB

SOUTH STREET

SITE DEVELOPMENT PLAN

165.20 m

WAREHOUSE = 6,545.90 SQM 1 PARKING PER 100 SQM OF GROSS FLOOR AREA

PARKING SPACE

00 79

WALKWAY

150 mm HIGH CONC. WALKWAY

REQUIRED

N 73° 09' 00" E

6000

1 : 300

C.L. FIRE ROAD

DESCRIPTION

BUILDING COVERAGE

LANDSCAPING

3000

9000

6000 3000

-20 3

LANDSCAPING

PROPERTY LINE 6000

9.00 METERS

ENT/ EXTACCESS

SITE AND PROJECT INFORMATIONS

-15 2

-30 5

TO C/L OF SOUTH STREET

10 PARKING SPACES

C.L. FIRE ROAD

NOTES

6000

1 : 300

SITE STATISTICS AND INFORMATION

150 mm HIGH CONC. WALKWAY

150 mm HIGH9.00 METERS CONC. ISLAND ENT/ EXT ACCESS

SITE DEVELOPMENT PLAN

1 A2.0

DESCRIPTION

WALKWAY TO C/L OF EAST STREET

OTENTIAL SNOW TORAGE

1 2.0

DATE

PROPERTY LINE

NO.

18.50 M

6000

WALKW

POTENTIAL SNOW STORAGE

REVISION/ RECORDS

00 90

APING

4950

1 FL FIN ELEVATION 0.00 M

00 90

CONT. 150mm HIGH CONC. CURB

OFFICE

SOUTH STREET

GRADE ELEVATION

3 ACCESSIBLE PARKING SPACES

URB

1445 Wilson Avenue, North York, Ontario M3M 1J5, Canada

SITE DEVELOPMENT PLAN PROJECT TITLE

PROPOSED INDUSTRIAL WAREHOUSE 10

ADDRESS

20m

YORK, VAUGHAN, ONTARIO, CANADA CLIENT

ACME TOY COMPANY SHEET CONTENT

SITE DEVELOPMENT

Area 4 m² 9 m² 3 m² 6 m² 7 m² 8 m² 8 m² 8 m² 7 m² 8 m² 8 m² G 9 m² 7 m² 7 m² 18 m² 3 m² W462 m² 5 m² 5 m² 6 m² 11 m²

NOTES

ROJECT 1: STEEL FRAME WAREHOUSING CONSTRUCTION DRAWINGS 3050

2438

TagF1

2438

ECTION

A5.0

Description

INSULATED PRECAST CONCRETE CURTAIN WALL 254MM (10") INSULATED PRECAST CONCRETE PANEL CURTAIN WALL SYSTEM (SANDWICH PANEL) CPCI 133 GREY LIMESTONE FINISH EXTERIOR WYTHE WITH SANDWICH CONTINOUS 100MM RIGID INSULATION AND SMOOTH FINISH INTERIOR WYTHE, AS PER ARCHITECTURAL SPECIFICATION SPECIFICATION AND INSTALLATION AS PER MANUFACTURER AND ENGINEER SPECIFICATIONS.

CRN-48304-202002

Do not scale the drawings, verify all TRENCHWALL dimensions before commencing any work. CAISSON FOUNDATION This drawing and design herein shall remain the property of the Designer and isW1not to be copied or reproduced without their written permission.

WEDNESDAY 8:00 AM - 12:00 PM W2

15234

1400

GLAZED CURTAIN WALL SCHEDULE 203MM (8") DEEP PRE-FINISHED ALUMINUM FRAMED GLAZED CURTAIN WALL SYSTEM. AS PER ARCHITECTURAL SPECIFICATION. INSTALLATION AS PER MANUFACTURER AND ENGINEER SPECIFICATIONS.

996

4370 T/O FIRST FLR SLAB

Description

INSULATED PRECAST CONCRETE CURTAIN WALL 254MM (10") INSULATED PRECAST CONCRETE PANEL W3 CURTAIN WALL SYSTEM (SANDWICH PANEL) CPCI 133 GREY LIMESTONE FINISH EXTERIOR WYTHE WITH SANDWICH CONTINOUS 100MM RIGID INSULATION AND SMOOTH FINISH INTERIOR WYTHE, AS PER ARCHITECTURAL SPECIFICATION SPECIFICATION AND INSTALLATION AS PER W4 MANUFACTURER AND ENGINEER SPECIFICATIONS.

GLAZED CURTAIN WALL 203MM (8") DEEP PRE-FINISHED ALUMINUM FRAMED GLAZED CURTAIN WALL SYSTEM. AS PER W5 ARCHITECTURAL SPECIFICATION. INSTALLATION AS Description PER MANUFACTURER AND ENGINEER SPECIFICATIONS.

Tag

INSULATED METAL STUD CURTAIN WALL STUDENT 228MM (9") INSULATED METAL ON STUD WALL CURTAIN WALL SYSTEM WITH PRE FINISHED EXTERIOR METAL SIDING. FINISH AS PER ARCHITECTURAL SPECIFICATION. INSTALLATION AS PER MANUFACTURER AND ENGINEER SPECIFICATIONS.

COLUMN 1 203MMX203MM (8"X8") "I" COLUMN STRUCTURAL STEEL AS PER STRUCTURAL SPECIFICATION.

INSULATED METAL STUD CURTAIN WALL

COLUMN 2 228MM (9") INSULATED METAL ON STUD WALL 203MMX203MM (8"X8") HOLLOW STRUCTURAL SECTION (HSS) AS PER CURTAIN WALL SYSTEM WITH PRE FINISHED STRUCTURAL SPECIFICATION.

WALL- CMU PROFESSORS 203MM (8") CONCRETE MASONRY UNIT. FINISH AS PER ARCHITECTURAL SPECIFICATION. STRUCTURAL REQUIREMENTS AS ENGINEER SPECIFICATIONS.

EXTERIOR METAL SIDING. FINISH AS PER ARCHITECTURAL SPECIFICATION. INSTALLATION AS SPECIFICATIONS.

FRAME WALL CONSTRUCTION (100MM) INTERIOR WALL- TYP. 38MMX89MM (2"X4") METAL STUD FRAMING WITH 13MM (1/2") GYPSUM WALL BOARD ON BOTH SIDE. OPTIONAL CAVITY INSULATION. FINISH AS PER ARCHITECTURAL SPECIFICATION.

228MM (9") REINFORCED CONCRETE SLAB ON GRADE ON COMPACTED 150MM (6") GRAVEL BEDDING AND 50MM (2") SOIL COVER AS PER STRUCTURAL WALL- CMU SPECIFICATION.

203MM (8") CONCRETE MASONRY UNIT. FINISH AS PER ARCHITECTURAL SPECIFICATION. STRUCTURAL SUSPENDED SLAB REQUIREMENTS AS ENGINEER SPECIFICATIONS. 60MM CONCRETE SLAB ON 38MM (1 1/2") METAL DECKING ON OPEN WEB STEEL JOIST (O.W.S.J.) SPACED AT 900MM O.C. AS PER STRUCTURAL SPECIFICATION. FINISH AS PER ARCHITECTURAL SPECIFICATION

W8 FRAME WALL CONSTRUCTION (100MM) INTERIOR WALL- TYP. 38MMX89MM (2"X4") METAL STUD FRAMING WITH 13MM (1/2") GYPSUM WALL W5 BOARD ON BOTH SIDE. OPTIONAL CAVITY INDUSTRIAL TYPICAL ROOF CONSTRUCTION INSULATION. FINISH AS PER ARCHITECTURAL EPDM MEMBRANE ON 4 PLY ROOFING FELT ON 13MM FIBERBOARD OVERLAY SPECIFICATION.

1253

1445 Wilson Avenue, North York, Ontario M3M 1J5, Canada

FRAME WALL CONSTRUCTION (PERIMETER WALL FINISH) INTERIOR WALL- TYP. 38MMX89MM (2"X4") METAL STUD FRAMING AT PERIMETER WALLS WITH 13MM (1/2") GYPSUM WALL BOARD ON INTERIOR SIDE. OPTIONAL CAVITY INSULATION. FINISH AS PER ARCHITECTURAL SPECIFICATION.

1253

PROJECT TITLE

ROOF TYPES

PROPOSED WAREHOUSE ON 75MM RIGID INSULATION RSI 3.52 (R15) VAPOUR BARRIER ON METAL DECK ADDRESS R1 ON O.W.S.J SPACED AT 1800MM (6') AS PER STRUCTURAL SPECIFICATION.

1353

FRAME WALL CONSTRUCTION (150MM) INTERIOR WALL- TYP. 38MMX150MM (2"X6") METAL STUD FRAMING WITH 13MM (1/2") GYPSUM WALL BOARD ON BOTH SIDE. OPTIONAL CAVITY INSULATION. FINISH AS PER ARCHITECTURAL SPECIFICATION.

CLIENT

ACME TOY COMPANY

SHEET CONTENT

1 HR FIRE RATED WALL 38MMX92MM (2"X4") METAL STUD FRAMING WITH 2X13MM (1/2") GYPSUM WALL BOARD ON PROTECTED SIDE AND 13MM (1/2") GYPSUM WALL BOARD ON THE OTHER SIDE. OPTIONAL CAVITY INSULATION. FINISH AS PER ARCHITECTURAL SPECIFICATION.

OFFICE FIRST FLOOR CALL-OUT PLAN

SCALE

As indicated

PROJECT NUMBER

TYP. CONCRETE WALL 254MM (10") THICK CONCRETE WALL AT BUILDING PERIMETER AS PER STRUCTURAL SPECIFICATION.

YORK, VAUGHAN, ONTARIO, CANADA TAPERED AT 2% SLOPE TO ROOFFRAME DRAIN WALL CONSTRUCTION (PERIMETER WALL

001

FINISH) INTERIOR WALL- TYP. 38MMX89MM (2"X4") METAL STUD FRAMING AT PERIMETER WALLS WITH 13MM (1/2") GYPSUM WALL BOARD ON INTERIOR SIDE. OPTIONAL CAVITY INSULATION. FINISH AS PER ARCHITECTURAL SPECIFICATION. FRAME WALL CONSTRUCTION (150MM) INTERIOR WALL- TYP. 38MMX150MM (2"X6") METAL STUD FRAMING WITH 13MM (1/2") GYPSUM WALL BOARD ON BOTH SIDE. OPTIONAL CAVITY INSULATION. FINISH AS PER ARCHITECTURAL SPECIFICATION.

Description 60MM CONCRETE SLAB ON 38MM (1 1/2") METAL DECKING ON OPEN WEB STEEL JOIST (O.W.S.J.)

INSULATED PRECAST CONCRETE CURTAINAT WALL SPACED 900MM O.C. AS PER STRUCTURAL 254MM (10") INSULATED PRECAST CONCRETE PANEL CURTAIN WALL SPECIFICATION. FINISH AS PER ARCHITECTURAL SYSTEM (SANDWICH PANEL) SPECIFICATION CPCI 133 GREY LIMESTONE FINISH EXTERIOR WYTHE WITH SANDWICH CONTINOUS 100MM RIGID INSULATION AND SMOOTH FINISH INTERIOR WYTHE, AS PER ARCHITECTURAL SPECIFICATION SPECIFICATION AND INSTALLATION AS PER MANUFACTURER AND ENGINEER SPECIFICATIONS.

ROOF TYPES

TYPICAL ROOF CONSTRUCTION EPDM MEMBRANE ON 4 PLY ROOFING FELT ON 13MM GLAZED CURTAIN WALL 203MM (8") DEEP PRE-FINISHEDFIBERBOARD ALUMINUM FRAMED GLAZED CURTAIN WALLRIGID INSULATION OVERLAY ON 75MM R1 SYSTEM. AS PER ARCHITECTURAL SPECIFICATION. INSTALLATION AS PER RSI 3.52 (R15) VAPOUR BARRIER ON METAL DECK ON MANUFACTURER AND ENGINEER SPECIFICATIONS. O.W.S.J SPACED AT 1800MM (6') AS PER STRUCTURAL SPECIFICATION. TAPERED AT 2% SLOPE TO ROOF DRAIN

LDLL CONCPETS W8

DRAWN BY

LEDELL JAMES SORIANO CHECKED BY

INSULATED METAL STUD CURTAIN WALL 228MM (9") INSULATED METAL ON STUD WALL CURTAIN WALL SYSTEM WITH PRE FINISHED EXTERIOR METAL SIDING. FINISH AS PER ARCHITECTURAL SPECIFICATION. INSTALLATION AS PER MANUFACTURER AND ENGINEER SPECIFICATIONS.

Do not scale the drawings, verify all dimensions before commencing any wor This drawing and design herein shall rem the property of the Designer and is not to be copied or reproduced without their 1500MM X 2100MM written permission. DOUBLE SWING INSULATED METAL DOOR 1445 Wilson Avenue, North York, Ontario M3M 1J5, Canada

DOOR SCHEDULE

Tag

TYPE

DESCRIPTION

EXTERIOR DOOR

WALL- CMU 203MM (8") CONCRETE MASONRY UNIT. FINISH AS PER ARCHITECTURAL SPECIFICATION. STRUCTURAL REQUIREMENTS AS ENGINEER SPECIFICATIONS. EXTERIOR DOOR 910MM X 2100MM D2

FRAME WALL CONSTRUCTION (100MM) EXTERIOR 2430MM X 3050MM INTERIOR WALL- TYP. 38MMX89MM DOOR (2"X4") METAL STUD FRAMING WITH D3 ROLL-UPCAVITY OVER HEAD 13MM (1/2") GYPSUM WALL BOARD ON BOTH SIDE. OPTIONAL INSULATION. FINISH AS PER ARCHITECTURAL SPECIFICATION.

EXTERIOR DOOR

INTERIOR DOOR

DOOR

CLIENT

3660MM X 4270MM ROLL-UP OVER HEAD DOOR

950MM X 2100MM

BUILDING SECTION

As indicated FRAMED GLASS DOOR PROJECT NUMBER

001 DESIGNED BY

EXTERIOR DOOR

D12 D11

D13 D11

LDLL CONCEPTS DRAWN BY

1445 Wilson Avenue, North York, Ontario M3M 1J5, Canada

LEDELL JAMES SORIANO PROJECT TITLE

915MM X 2000MM SWING STEEL DOOR

TYP. CONCRETE WALL 254MM (10") THICK CONCRETE WALL AT BUILDING PERIMETER PER EXTERIOR DOOR 915MM X AS 2000MM D10 SPECIFICATION. STRUCTURAL ALUMINUM FRAMED

D11

DATE & TIME PUBLISHED

2021-04-02 9:04:30 PM

A6.0

SCALE

1 HR FIRE RATED WALL INTERIOR DOOR 915MM X 2000MM 38MMX92MM D8 (2"X4") METAL STUD FRAMING WITH 2X13MM (1/2") GYPSUM SWING FLUSH DOOR WALL BOARD ON PROTECTED SIDE AND 13MM (1/2") GYPSUM WALL BOARD ON THE OTHER SIDE. OPTIONAL CAVITY INSULATION. FINISH AS PER ARCHITECTURAL SPECIFICATION.

INTERIOR DOOR

ACME TOY COMPANY SHEET CONTENT

SWING FLUSH DOOR

PROPOSED INDUSTRIAL WAREHOUSE YORK, VAUGHAN, ONTARIO, CANADA C

ADDRESS

FRAME WALL CONSTRUCTION (PERIMETER WALL FINISH) INTERIOR WALL- TYP. 38MMX89MM (2"X4") METAL STUD FRAMING AT PERIMETER WALLS WITH 13MM (1/2") GYPSUM WALL BOARD ON INTERIOR EXTERIOR DOOR 950MM X 2100MM SIDE. OPTIONAL CAVITY INSULATION. FINISH AS PER ARCHITECTURAL D5 SPECIFICATION. SWING GLASS DOOR

SWING ALUMINUM FRAME WALL CONSTRUCTION (150MM) INTERIOR WALL- TYP. 38MMX150MM (2"X6") METAL STUD FRAMING WITH 13MM (1/2") GYPSUM WALL BOARD ON BOTH SIDE. OPTIONAL CAVITY INSULATION. FINISH INTERIOR AS PER ARCHITECTURAL SPECIFICATION. DOOR 760MM X 2000MM

PROJECT TITLE

SWING INSULATED METAL DOOR

PROPOSED INDUSTRIAL WAREHOUSE F VAUGHAN, ONTARIO, CANADA 2021-04-02 YORK, 9:03:27 PM

CHECKED BY

PIETRO F., TRACEY L. ADDRESS DATE & TIME PUBLISHED

GLASS DOOR

915MM X 2000MM INSULATED METAL DOOR

INTERIOR DOOR

915MM X 2000MM FIRE DOOR (1 HR FIRE RATING)

INTERIOR DOOR

1500MM X 2100MM DOUBLE SWING METAL DOOR

SHEET NUMBER CLIENT

A5.0

ACME TOY COMPANY SHEET CONTENT

COVER PAGE

SCALE

PROJECT NUMBER

001 DESIGNED BY

DRAWN BY

LEDELL JAMES SORIANO CHECKED BY

PIETRO F., TRACEY L. DATE & TIME PUBLISHED

PIETRO F., TRACEY L.

2021-04-02 7:03:20 AM

TYP. CONCRETE WALL 254MM (10") THICK CONCRETE WALL AT BUILDING PERIMETER AS PER STRUCTURAL SPECIFICATION.

SHEET NUMBER

FIRST FLOOR PLAN- WAREHOUSE 0

LDLL CONCPETS

SHEET NUMBER

NOTES

WALL TYPES SUSPENDED SLAB

50MM (2") SOIL COVER AS PER STRUCTURAL SPECIFICATION.

FLOOR TYPES PER MANUFACTURER AND ENGINEER F1

T/O SCND FLR SLAB

COLUMN TYPES W2

PIETRO FERRARI | TRACEY LOSTON W4

Tag

WALL TYPES

Tag

Do not scale the drawings, verify all dimensions before commencing any work. This drawing and design herein shall remain the property of the Designer and is not to 228MM (9") REINFORCED CONCRETE SLAB ON GRADEbe copied or reproduced without their ON COMPACTED 150MM (6") GRAVEL BEDDING AND written permission.

FLOOR TYPES

T/O PARAPET 1

7720

2 A8.0

COLUMN 2 203MMX203MM (8"X8") HOLLOW STRUCTURAL SECTION (HSS) AS PER STRUCTURAL SPECIFICATION.

7720 CONSTRUCTION NOTES (UNLESS OTHERWISE NOTED) W1 ALL CONSTRUCTION TO ADHERE TO THESE PLANS AND SPECIFICATIONS T/OTHE S.S ONTARIO WAREHOUSE AND TO CONFORM TO BUILDING CODE AND ALL OTHER APPLICABLE CODES AND AUTHORITIES 7320HAVING JUSRISDICTION. THESE REQUIREMENTS ARE TO BE TAKEN AS MINIMUM SPECIFICATIONS.

LEDELL JAMES SORIANO

1253

8540 1 A4.2

203MMX203MM (8"X8") "I" COLUMN STRUCTURAL STEEL AS PER STRUCTURAL SPECIFICATION.

FOUNDATION PLAN GROUND FLOOR PLAN SECOND FLOOR PLAN ROOF PLAN ELEVATIONS ELEVATIONS Unnamed Unnamed BUILDING SECTION OFFICE FIRST FLOOR CALL-OUT PLAN OFFICE SECOND FLOOR CALL-OUT PLAN T/O PARAPET 2 WAREHOUSE CALL-OUT PLANS 8940 WALL SECTIONS T/ODETAILS S.S. OFFICE PLAN & SECTION DETAILS

4370

ARCH 2005 | ARCHITECTURAL WALL TYPES TECHNOLOGY AND STUDIO IV

ROOF DRAIN

2700

3000

1194

2400

1654

A3.0 A3.1 A3.2 A3.3 A4.0 A4.1 A4.2 A4.3 A5.0 A6.0 A6.1 A6.2 A7.0 A8.0

400

Name VEST LOBBY RECEPTION WAITING AREA SALES REPRESENTATIVE SALES REPRESENTATIVE SALES REPRESENTATIVE SALES REPRESENTATIVE SALES REPRESENTATIVE SALES REPRESENTATIVE SALES REPRESENTATIVE D E F PURCHASING ORDER ENTRY STAFF CUSTOMER SERVICE REPRESENTATIVE BOARD ROOM OFFICE SUPPLY R1 KITCHENETTE F WASHRROM M WASHROOM SERVER ROOM FIRST AID ROOM

4170

DINAL SECTION

100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 W4

8940

Number

A1.0 Ix

20m

1 A3.1

FI 1

REVISION/ NO.

DATE

12x

113430 10000

10000 5240

12000

11400

10100

11300

3030

4760 32000

78400 1000

1400

3120

3950

5400

5000

3180

6650

33030

4690

33231

1663

8380

NOTES

A6.2

19500

8380

1 A6.2 2

A7.0

D3C1

D4 C1

Do not sc dimensio This draw the prope be copied written p

48760

D2 C1 D3

5260

8000

66180

8000

WAREHOUSE AREA

2 A6.2

43630

C2 C1

UP C1

1 A6.0

18730

8000

1445 Wils

A5.0

PROJECT TITLE

14370

8000

PROPO WARE

C1 C1

3050

C1 C1

UP 1 A7.0

W1 W1

355MM (14") THICK TRENCH WALL FOUNDATION W1 W1 W2 W2

YORK, VAU CLIENT

ACME TOY 3050

9420

ADDRESS

3050

6370

SHEET CONTENT

GROU

SCALE

1140

1 : 200 15240

73760

21400

PROJECT NUMBE

3030

001 DESIGNED BY

LDLL CONC

A5.0

DRAWN BY

IRST FLOOR PLAN : 200

LEDELL JAM

CHECKED BY

PIETRO F.,

DATE & TIME PU

2021-04-02

Number

A5.0

12x

11300

3030

W1 102

1740

460

1291

1220

381

450 254

460

150

1840

M WASHROOM

117

118

2500 1194 102

101

606

4648 102

100

638

3883

102

5221

4419

RECEPTION

3514

102

583

3234

102

203 584

113

2 A5.0

SALES REPRESENTATIVE 105 8 m²

102

CUSTOMER SERVICE REPRESENTATIVE

102

3056

ORDER ENTRY STAFF

1400

104 7 m²

114 18 m²

305

1198

SALES REPRESENTATIVE

2532

1300

BOARD ROOM

102

2844

SALES REPRESENTATIVE

106 8 m²

102

203

102

2633

6937

3200

2500

102

3873

2121

W5 996

1684

102 1253

1620

SALES REPRESENTATIVE 107 8 m²

2404

583

1253

2700

2506

4883

1062

1000

115

1909 1200 110 8 m²

SALES REPRESENTATIVE

109 8 m²

108 7 m²

2355

UP 22R

SALES REPRESENTATIVE W5

1353

111 9 m²

1821

PURCHASING

2899

102

I W1

A8.0

203

1923

FIRST FLOOR PLAN- OFFICE 0

1575

102

2652

FIRST FLOOR PLAN - OFFICE 1 : 50

3085

102

1185

2659

1160

102

1856

2598

1100

102

1100

102

1198

831

918

1053

1253

6370

102

2821 582

OFFICE SUPPLY 102

10002

112

15234

103 6 m²

2498

WAITING AREA

2438

2120

8000

LOBBY

W7 3435

1983

608

ELEVATOR

2438

119 6 m²

2186

UP 22R

SERVER ROOM

150

1796

1650

762

460

4191

116

102

100

UP 22R 762

KITCHENETTE

202

VEST

1654

F WASHRROM

850

1 A6.0

100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120

200

3211

1053

1153

Number

1 A5.0

12x

11300 5424

3393

1300

203

3030

203

2776

254

1828

A8.0

M WASHROOM

212

76 2

1049

STO.

W6 C2

ACCOUNTS RECEIVABLE/ PAYABLE STAFF

2438

102

254

460

409

200 201 202 203 204 205 206 207 208 209 210 211 212

201

1380

460

LOBBY 200

6198

762

1500

3141

102

532

3237

734

1502

2 A5.0

102

3369

TEMPORARY STAFFING 202

1199

102

1253 1253

3211

1253

W5 3253

1064

617

102

EXECUTIVE OFFICE FOR VP SALES

1253

EXECUTIVE OFFICE FOR VP MARKETING

207 10 m²

EXECUTIVE OFFICE FOR PRESIDENT

206 10 m²

3608

205 14 m²

W2 1353

102

632

2612

1200

208 33 m²

2221

3473

102

BOARD ROOM

6370

102

204 14 m²

2651

2670 102

102

2474

C1 ACCOUNTING

ACCOUNTS MANAGER 203 9 m²

3773

KITCHENETTE 210

4670

4097

583

4097

4868

797

1534

F.E.

150

15234

2300

102

203

1200

625

139

102

8000

1200

211

2438

F WASHROOM

1253

460

1955

209 17 m²

4571

W2 TRAINING ROOM

200

203

1301

203

W1 102

3773 1061

1160

102 1160

1160

W1 3145 1160

1856

102

3100 1100

102 1100

4411 1748

1053

200 1153

15238

SECOND FLOOR PLAN- OFFICE 0

1 A6.1

SECOND FLOOR PLAN - OFFICE 1 : 50

L A T A A E E E B T K F M

7320

8940

7720

400

W1 -304

-203

W1 TRENCH WALL

7320

7720

8940

400

CAISSON

W1 -304

-203

-152

SOUTH ELEVATION

2 A4.0

1 : 200

CAISSON

TRENCH WALL

SOUTH ELEVATION 0

2 A4.0

SOUTH ELEVATION

1 : 200

PARAPPET COPING EXTERIOR LIGHTING FIXTURE

7320

4370

7720

8940

4170

400

SPANDREL SPAN

W1 -152

PARAPPET COPING

EAST ELEVATION

400

4370

7720

8940

7320

400

W1 TRENCHWALL

4170

EXTERIOR LIGHTING FIXTURE

SPANDREL SPAN

EAST ELEVATION

EXTERIOR LIGHTING FIXTURE

W2 CANOPY 400

T/O PARAPET

772

4170

T/O S.S WAREHOUS

-152

8940

12x

SPANDREL SPAN

PARAPPET COPING W2

EXTERIOR LIGHTING FIXTURE

400

CANOPY

T/O FIRST FLR SLA

T/O S.S. OFFICE 8540 T/O PARAPET 1 7720

NOTES

4170

T/O S.S WAREHOUSE

8940

7320 T/O SCND FLR SLAB 4370

4370

-152

3400

-152

437

4370

-152

T/O PARAPET 2

3400

732

T/O SCND FLR SLA

T/O FIRST FLR SLAB 0

WALL TYPES Tag

be copied or reproduced without th

8540 WALL TYPES

Tag

T/O PARAPET 1

Description

INSULATED METAL STUD CURTAIN WALL 228MM (9") INSULATED METAL ON STUD WALL CURTAIN WALL SYSTEM WIT INSULATED PRECAST CONCRETE CURTAIN WALL W3 WALLPRE FINISHED EXTERIOR METAL SIDING. FINISH AS PER ARCHITECTURAL 254MM (10") INSULATED PRECAST CONCRETE PANEL CURTAIN T/O S.S WAREHOUSE SPECIFICATION. INSTALLATION AS PER MANUFACTURER AND ENGINEER SYSTEM (SANDWICH PANEL) SPECIFICATIONS. CPCI 133 GREY LIMESTONE FINISH EXTERIOR WYTHE WITH SANDWICH W1 7320 CONTINOUS 100MM RIGID INSULATION AND SMOOTH FINISH INTERIOR AS PER ARCHITECTURAL SPECIFICATION T/OWYTHE, SCND FLR SLAB SPECIFICATION AND INSTALLATION AS PER MANUFACTURER AND WALL- CMU ENGINEER SPECIFICATIONS. 4370 203MM (8") CONCRETE MASONRY UNIT. FINISH AS PER ARCHITECTURAL W4 SPECIFICATION. STRUCTURAL REQUIREMENTS AS ENGINEER SPECIFICATIONS. GLAZED CURTAIN WALL T/O 203MM FIRST(8") FLR SLAB DEEP PRE-FINISHED ALUMINUM FRAMED GLAZED CURTAIN WALL W2 SYSTEM. AS PER ARCHITECTURAL SPECIFICATION. INSTALLATION AS PER 0 MANUFACTURER AND ENGINEER SPECIFICATIONS. FRAME WALL CONSTRUCTION (100MM) INTERIOR WALL- TYP. 38MMX89MM (2"X4") METAL STUD FRAMING WITH W5 13MM (1/2") GYPSUM WALL BOARD ON BOTH SIDE. OPTIONAL CAVITY INSULATION. FINISH AS PER ARCHITECTURAL SPECIFICATION. INSULATED METAL STUD CURTAIN WALL 228MM (9") INSULATED METAL ON STUD WALL CURTAIN WALL SYSTEM WITH W3 PRE FINISHED EXTERIOR METAL SIDING. FINISH AS PER ARCHITECTURAL SPECIFICATION. INSTALLATION AS PER MANUFACTURER AND ENGINEER SPECIFICATIONS. FRAME WALL CONSTRUCTION (PERIMETER WALL FINISH) INTERIOR WALL- TYP. 38MMX89MM (2"X4") METAL STUD FRAMING AT W6 PERIMETER WALLS WITH 13MM (1/2") GYPSUM WALL BOARD ON INTERIOR SIDE. OPTIONAL CAVITY INSULATION. FINISH AS PER ARCHITECTURAL SPECIFICATION. WALL- CMU 203MM (8") CONCRETE MASONRY UNIT. FINISH AS PER ARCHITECTURAL 1445 Wilson Avenue, North York, Ontario M3M 1J5 W4 SPECIFICATION. STRUCTURAL REQUIREMENTS AS ENGINEER

8940

-152

8940

4170 7720

4370

7320

400

7720

T/O PARAPET 2 T/O S.S. OFFICE 8540 T/O PARAPET 1 7720 T/O S.S WAREHOUSE 4170

400

7320 8940

7720 4370

7320

written permission. GLAZED CURTAIN WALL 203MM (8") DEEP PRE-FINISHED ALUMINUM FRAMED GLAZED CURTAIN WAL SYSTEM. AS PER ARCHITECTURAL SPECIFICATION. INSTALLATION AS PER MANUFACTURER AND ENGINEER SPECIFICATIONS.

8940 T/O S.S. OFFICE

-152

INSULATED PRECAST CONCRETE CURTAIN WALL 254MM (10") INSULATED PRECAST CONCRETE PANEL CURTAIN WALL SYSTEM (SANDWICH PANEL) Do not scale the drawings, verify all CPCI 133 GREY LIMESTONE FINISH EXTERIOR WYTHE WITH SANDWICH CONTINOUS 100MM RIGID INSULATION AND SMOOTH FINISH INTERIOR an dimensions before commencing WYTHE, AS PER ARCHITECTURAL SPECIFICATION This and designAND herein sha SPECIFICATION AND INSTALLATION AS drawing PER MANUFACTURER ENGINEER SPECIFICATIONS. the property of the Designer and is

T/O PARAPET 2

Description

T/O SCND FLR SLAB 4370

CAISSON FOUNDATION

12x

7720

2700

2400

3000

400 4170

3000

2400

8940

R1 C1

WALL FOOTING

4370

R1 W2

4370

W4 F1

C1 7720

8940

2700

4170

400

12x

F1 C1

WALL FOOTING

2 A5.0

LONGITUDINAL SECTION 0

2 A5.0

LONGITUDINAL SECTION 1 : 200

H R1

2400

8m F1

30 1

CROSS SECTION

3000

2700

SIDEWALK

W4 3050

7320

7720

SIDEWALK

C1 W1

3050

7320

7720

CROSS SECTION

8940

400

8940

400

REVISION/ RECORDS

NO.

DATE

DESCRIPTION

T/O PARAPET 2 8940 T/O S.S. OFFICE 8540

T/O PARAPET 1

T/O PARAPET 2 R1

7720

8940 8540

T/O PARAPET 1 R1

7720

7320

400

T/O S.S WAREHOUSE

8940

7320 7720

7320

T/O S.S WAREHOUSE

400

T/O S.S. OFFICE

8940

3 R1

7720

7320

T/O SCND FLR SLAB 4370

T/O SCND FLR SLAB 4370 T/O FIRST FLR SLAB

NOTES

TRENCHWALL CAISSON FOUNDATION

T/O FIRST FLR SLAB 0 TRENCHWALL CAISSON FOUNDATION

T/O PARAPET 2

8940

WALL TYPES

T/O S.S. OFFICE 8540 1

7720

8940

2 A8.0

3000

2 A8.0

8940

T/O SCND FLR SLAB 4370

TRENCHWALL CAISSON FOUNDATION W2

T/O FIRST FLR SLAB TRENCHWALL CAISSON FOUNDATION

7320

Description

T/O SCND FLR SLABCONCRETE CURTAIN WALL INSULATED PRECAST

7320

4370

2400

400 4170

Tag

4370

T/O PARAPET 1

C1 S.S WAREHOUSE T/O

WALL TYPES

T/O S.S WAREHOUSE

4170

8540

7720

W4 A4.2

OOF DRAIN

2700

T/O S.S. OFFICE 1

Tag

T/O PARAPET 1 400

A4.2

T/O PARAPET ROOF DRAIN2

8940

Do not scale the drawings, verify all dimensions before commencing any work This drawing and design herein shall rem the property of the Designer and is not to be copied or reproduced without their Description written permission.

254MM (10") INSULATED PRECAST CONCRETE PANEL CURTAIN WALL 4370 GLAZED CURTAIN WALL SYSTEM (SANDWICH PANEL) 203MM (8") DEEP PRE-FINISHED ALUMINUM FRAMED GLAZED CURTAIN WALL CPCI 133 GREY LIMESTONE FINISH EXTERIOR WYTHE WITHW2 SANDWICH SYSTEM. AS PER ARCHITECTURAL SPECIFICATION. INSTALLATION AS PER CONTINOUS 100MM RIGID INSULATION AND SMOOTH FINISH INTERIOR MANUFACTURER AND ENGINEER SPECIFICATIONS. WYTHE, ASFLR PERSLAB ARCHITECTURAL SPECIFICATION T/O FIRST SPECIFICATION AND INSTALLATION AS PER MANUFACTURER AND 0 ENGINEER SPECIFICATIONS. INSULATED METAL STUD CURTAIN WALL 228MM (9") INSULATED METAL ON STUD WALL CURTAIN WALL SYSTEM WITH GLAZED CURTAIN WALL W3CURTAIN PRE FINISHED EXTERIOR METAL SIDING. FINISH AS PER ARCHITECTURAL 203MM (8") DEEP PRE-FINISHED ALUMINUM FRAMED GLAZED WALL INSTALLATION AS PER MANUFACTURER AND ENGINEER SYSTEM. AS PER ARCHITECTURAL SPECIFICATION. INSTALLATION ASSPECIFICATION. PER SPECIFICATIONS. MANUFACTURER AND ENGINEER SPECIFICATIONS.

0 W3

WALL- CMU INSULATED METAL STUD CURTAIN WALL 203MM 228MM (9") INSULATED METAL ON STUD WALL CURTAIN WALL SYSTEM WITH(8") CONCRETE MASONRY UNIT. FINISH AS PER ARCHITECTURAL W4 SPECIFICATION. STRUCTURAL REQUIREMENTS AS ENGINEER PRE FINISHED EXTERIOR METAL SIDING. FINISH AS PER ARCHITECTURAL SPECIFICATIONS. SPECIFICATION. INSTALLATION AS PER MANUFACTURER AND ENGINEER SPECIFICATIONS.

9 A8.0 432

254 178

1 R1

A8.0

T/O PARAPET 1

7720

400

432 254 178

432

229 203

NO.

PREFINISHED METAL PREFINISHED COPING METAL COPING WITH FR40 FLEXIBLE WITH FR40 FLEXIBLE MEMBRANE UNDERLAYMENT MEMBRANE UNDERLAYMENT ON 13MM PLYWOOD BACKING ON 13MM PLYWOOD BACKING

T/O S.S WAREHOUSE T/O S.S WAREHOUSE 7320

T/O PARAPET 1

7720

400

1 PREFINISHED METAL PREFINISHED COPING METAL COPING WITH FR40 FLEXIBLE WITH FR40 FLEXIBLE MEMBRANE UNDERLAYMENT MEMBRANE UNDERLAYMENT ON 13MM PLYWOOD BACKING ON 13MM PLYWOOD BACKING

REVIS

400

T/O S.S WAREHOUSE T/O S.S WAREHOUSE

7320

STRUCTURAL I BEAM STRUCTURAL AS PER I BEAM AS PER STRUCTURAL SPECIFICATION STRUCTURAL SPECIFICATION

7320

STRUCTURAL I BEAM STRUCTURAL AS PER I BEAM AS PER STRUCTURAL SPECIFICATIONS STRUCTURAL SPECIFICATIONS

610MM (24") DEEP OPEN 610MM WEB(24") DEEP OPEN WEB JOIST SPACED @ STEEL JOIST SPACEDSTEEL @ 1800MM (6') O.C. 1800MM (6') O.C.

2950

610MM (24") DEEP OPEN 610MM WEB(24") DEEP OPEN WEB STEEL JOIST SPACEDSTEEL @ JOIST SPACED @ 1800MM (6') O.C. 1800MM (6') O.C.

2950

NOTES

EXTERIOR LIGHTING FIXTURE EXTERIOR LIGHTING FIXTURE

T/O SCND FLR SLAB T/O SCND FLR SLAB

7720

DOCK CUSHION C1

4370

2200

GUARD RAIL CONTINOUS GASKET CONTINOUS GASKET

1100

DOWEL REBARS AS PER DOWEL REBARS AS PER STRUCTURAL SPECIFICATION STRUCTURAL SPECIFICATION F1

-152

GRAVEL BEDDING

T/O CAISSON FNDTN T/O CAISSON FNDTN

150MM (6") GRAVEL BEDDING 150MM (6") GRAVEL BEDDING WITH 50MM (2") SOIL COVER WITH 50MM (2") SOIL COVER

-460

TOP OF RETAINING WALL TOP AS OF PER RETAINING WALL AS PER STRUCTURAL SPECIFICATION STRUCTURAL SPECIFICATION DRAINAGE WITH STEEL DRAINAGE COVER WITH STEEL COVER AS PER REQUIREMENT AS PER REQUIREMENT 203MM (8") THICK CONCRETE 203MM (8") SLAB THICK CONCRETE SLAB ON GRADE SLOPE ATON 6% GRADE MAXIMUM SLOPE AT 6% MAXIMUM

ARCHOR BOLTS AS PER ARCHOR BOLTS AS PER STRUCTURAL SPECIFICATION STRUCTURAL SPECIFICATION 305

254MM (10") CONCRETE WALL

150MM (6") GRAVEL BEDDING 150MM (6") GRAVEL BEDDING WITH 50MM (2") SOIL COVER WITH 50MM (2") SOIL COVER

355MM (14") TRENCH WALL

SEE SIMILLAR DETAILSEE SIMILLAR DETAIL (SECTION DETAIL 2) (SECTION DETAIL 2)

355MM (14") TRENCH WALL

GRAVEL BEDDING ASGRAVEL BEDDING AS PER SPECIFICATION PER SPECIFICATION 254MM (10") CONCRETE 254MM WALL (10") CONCRETE WALL

1525MM (5') DIAMETER1525MM CAISON(5') DIAMETER CAISON FOUNDATION @ 4270MM (14') FOUNDATION @ 4270MM (14') DEEP FROM GRADE LEVEL DEEP FROM GRADE LEVEL

WALL SECTIONS

1200

GRADE LEVEL

1200

GRADE LEVEL

T/O FIRST FLR SLAB T/O FIRST FLR SLAB LOADING DOCK DEPTH 1045 460

152

460

308

460

308

152

T/O FIRST FLR SLAB T/O FIRST FLR SLAB

400MM (16") DIAMETER 400MM (16") DIAMETER CONCRETE PIER CONCRETE PIER

LOADING DOCK DEPTH 1045 460

1100

305

2200

GUARD RAIL

STEEL DOWELS

150MM (6") HIGH 150MM (6") HIGH CONCRETE SIDEWALLK CONCRETE SIDEWALLK

254MM (10") CONCRETE WALL

Do dim This the be c writ

TRESHHOLD

STEEL DOWELS

GRAVEL BEDDING

4370

5720

D2 TRESHHOLD

DOCK CUSHION

4370

INDUSTRIAL TYPE SINGLE INDUSTRIAL LEAF TYPE SINGLE LEAF STEEL DOOR STEEL DOOR

7720

4370 W3

7720

T/O SCND FLR SLAB T/O SCND FLR SLAB

4370

T/O PIER

-460

PROJEC

PR WA ADDRE

T/O CAISSON

-1505

YORK

CLIENT

ACM

DOWEL REBARS AS PER DOWEL REBARS AS PER STRUCTURAL SPECIFICATIONS STRUCTURAL SPECIFICATIONS

SHEET

355MM (14") TRENCH WALL 355MM (14") TRENCH WALL

WA SCALE

1:2

PROJEC

001

DESIGN

1525MM (5') DIAMETER1525MM (5') DIAMETER CAISON FOUNDATIONCAISON FOUNDATION @ 4270MM (14') DEEP @ 4270MM (14') DEEP FROM GRADE LEVEL FROM GRADE LEVEL

LDLL

DRAWN

LEDE

CHECK

PIETR

PREFINISHED METAL COPING WITH FR40 FLEXIBLE MEMBRANE UNDERLAYMENT ON 13MM PLYWOOD BACKING

432 254

102

T/O PARAPET 1

100MM (4") INSULATED STUD WALL APPROVED SHEATHING PAPER(TYVEK) ON 12.5MM (1/2") EXTERIOR SHEATHING ON 38X89 METAL STUD @ 400 O.C. WITH (R16) APPROVED INSULATION.

METAL FLASHING

INTERIOR SEALINTERIOR SEAL AS P MANUFACTURERS RE

100MM X 100MM FIBRE CANT STRIP

T/O PRECAST WALL

150MM HIGH CONCRETE UPSTAN

7720

TYPICAL ROOF CONSTRUCTION (TAPERED ROOFING) EPDM MEMBRANE ON 4 PLY ROOFING FELT ON 13MM FIBERBOARD OVERLAY ON 75MM RIGID INSULATION RSI 3.52 (R15) VAPOUR BARRIER ON METAL DECK ON O.W.S.J SPACED AT 1800MM (6') AS PER STRUCTURAL SPECIFICATION. TAPERED AT 2% SLOPE TO ROOF DRAIN

CONTINOUS GASKE

DOWELS BARS SIZE ANS SPACIN AS PER STRUCTURAL SPECIFICATIO

350

400

7670

230MM (9") SLAB ON GRAD

T/O S.S WAREHOUSE

230

7320

8"X8" STEEL I COLUMN

OPEN WEB STEEL JOIST (O.W.S.J.) 600MM (24") DEEP SPACED AT 1800MM (6') O.C.

BASEPLATE AS PER STRUCTURAL SPECFICATION

GROUT

254MM (10") INSULATED PRECAST CONCRETE PANEL CPCI 133 GREY LIMESTONE FINISH EXTERIOR WYTHE WITH SANDWICH CONTINOUS 100MM RIGID INSULATIONAND SMOOTH FINISH INTERIOR WYTHE

STRUCTURAL STEEL "I" BEAM SIZE AND CONNECTION AS PER STRUCTURAL SPECIFICATION

CURTAIN WALL TO STRUCTURAL FRAING CONNECTION AS PER STRUCTURAL SPECIFICATION AND MANUFACTURERS DETAIL

203MM X 203 MM (8"X8") "I" COLUMN STRUCTURAL STEEL

ANCHOR BOLT AS PER STRUCTURAL SPECIFICATION

DOWEL REBAR AS PER STRUCTURAL SPECIFICATION 355 MM (14") TRENCH WALL

DETAILED SECTION - ROOF AND PARAPET 0

100

200

400mm INTERIOR SEAL AS PER MANUFACTURERS REQS.

REVISION/ RECORDS

LATED STUD WALL ATHING PAPER(TYVEK) ON 12.5MM (1/2") EXTERIOR SHEATHING L STUD @ 400 O.C. WITH (R16) APPROVED INSULATION.

NO.

DESCRIPTION

CURTAIN WALL GLAZING

INTERIOR SEALINTERIOR SEAL AS PER MANUFACTURERS REQS.

DATE

8" PRE FINISHED ALUMINUM FRAME CURTAIN WALL

FIBRE CANT STRIP 150MM HIGH CONCRETE UPSTAND

CONSTRUCTION (TAPERED ROOFING) E ON 4 PLY ROOFING FELT ON 13MM FIBERBOARD OVERLAY ON 75MM ON RSI 3.52 (R15) VAPOUR BARRIER ON METAL DECK ON O.W.S.J MM (6') AS PER STRUCTURAL SPECIFICATION. TAPERED AT 2% SLOPE

EXTERIOR SEALA W/ BACKING ROD AS PER MANUFACTURERS REQS.

CONTINOUS GASKET ALUMINUM DRIP EDGE

DOWELS BARS SIZE ANS SPACING AS PER STRUCTURAL SPECIFICATION

TYPICAL 254MM (10") CONCRETE WALL

230MM (9") SLAB ON GRADE

CONTINOUS GASKET

NOTES

152MM HIGH CONCRETE SIDEWALK 2% SLOPE AWAY FROM THE BUILDING

T/O FIRST FLR SLAB

230

152

GRADE LEVEL

305

457

-152

8"X8" STEEL I COLUMN

T/O CAISSON T/O FNDTN PIER

EL JOIST (O.W.S.J.) EP SPACED AT 1800MM (6') O.C.

-460

BASEPLATE AS PER STRUCTURAL SPECFICATION

1525MM (5') DIAMETER CAISON FOUNDATION @ 4270MM (14') DEEP FROM GRADE LEVEL

GROUT

TEEL "I" BEAM ECTION AS PER STRUCTURAL

KEYED CONNECTION

355 MM (14") TRENCH WALL

ANCHOR BOLT AS PER STRUCTURAL SPECIFICATION

TO STRUCTURAL FRAING CONNECTION URAL SPECIFICATION AND RS DETAIL

(8"X8") "I" COLUMN STRUCTURAL STEEL

DOWEL REBAR AS PER STRUCTURAL SPECIFICATION 355 MM (14") TRENCH WALL

DETAILED SECTION - FLOOR AND FOUNDATION 12x 100

200

400mm

719 12

699

Do not scale the drawings, verify all dimensions before commencing any w This drawing and design herein shall r the property of the Designer and is no be copied or reproduced without thei written permission.

NOTES

152MM HIGH CONCRETE SIDEWALK 2% SLOPE AWAY FROM THE BUILDING

T/O FIRST FLR SLAB

230

152

GRADE LEVEL

457

-152 INTERIOR SEAL AS PER MANUFACTURERS REQS. 203MM (8") PRE FINISHED ALUMINUM FRAMED GLAZED CURTAINWALL

254

100MM (4") TYPICAL STUD WALL 12.5MM (1/2") FIBER CEMENT BOARD ON 38X89 METAL STUD @ 400 O.C. 305

8"X8" STEEL I COLUMN

T/O CAISSON T/O FNDTN PIER -460

432

BASEPLATE AS PER STRUCTURAL SPECFICATION

1525MM (5') DIAMETER CAISON FOUNDATION @ 4270MM (14') DEEP FROM GRADE LEVEL

254

GROUT STRUCTURAL STEEL "I" BEAM SIZE AND CONNECTION AS PER STRUCTURAL SPECIFICATION

Do not scale the drawings, verify all dimensions before commencing any work. This drawing and design herein shall remain the property of the Designer and is not to be copied or reproduced without their INTERIOR SEAL AS PER written permission. MANUFACTURERS REQS. 76

OPEN WEB STEEL JOIST (O.W.S.J.) 600MM (24") DEEP SPACED AT 1800MM (6') O.C.

102

178

432

CURTAIN WALL GLAZING

KEYED CONNECTION 203MM X 203MM (8"X8") STRUCTURAL STEEL COLUMN

355 MM (14") TRENCH WALL

ANCHOR BOLT AS PER STRUCTURAL SPECIFICATION 12MM GAP FILLED WITH EXTERIOR SEAL WITH BACKING ROD

CURTAIN WALL TO STRUCTURAL FRAING CONNECTION AS PER STRUCTURAL SPECIFICATION AND MANUFACTURERS DETAIL

203MM X 203 MM (8"X8") "I" COLUMN STRUCTURAL STEEL

254MM (10") INSULATED PRECAST CONCRETE PANEL CPCI 133 GREY LIMESTONE FINISH EXTERIOR WYTHE WITH SANDWICH CONTINOUS 100MM RIGID INSULATIONAND SMOOTH FINISH INTERIOR WYTHE

DOWEL REBAR AS PER STRUCTURAL SPECIFICATION

100MM (4") TYPICAL STUD WALL 12.5MM (1/2") FIBER CEMENT BOARD 38X89 METAL STUD @ 400 O.C.

355 MM (14") TRENCH WALL

12x 719 699

1445 Wilson Avenue, North York, Ontario M3M 1J5, Canada PROJECT TITLE

409

432

389

254

100MM (4") TYPICAL STUD WALL 12.5MM (1/2") FIBER CEMENT BOARD ON 38X89 METAL STUD @ 400 O.C.

PROPOSED INDUSTRIAL WAREHOUSE ADDRESS YORK, VAUGHAN, ONTARIO, CANADA CLIENT

102

ACME TOY COMPANY

PLAN DETAILS & SECTION DETAILS

SHEET CONTENT

INTERIOR SEAL AS PER MANUFACTURERS REQS.

SCALE

12MM GAP FILLED WITH EXTERIOR SEAL WITH BACKING ROD AS PER MANUFACTURERS REQS.

203MM X 203MM (8"X8") STRUCTURAL STEEL COLUMN

1:5 PROJECT NUMBER

001 DESIGNED BY

254MM (10") INSULATED PRECAST CONCRETE PANEL CPCI 133 GREY LIMESTONE FINISH EXTERIOR WYTHE WITH SANDWICH CONTINOUS 100MM RIGID INSULATIONAND SMOOTH FINISH INTERIOR WYTHE

100MM (4") TYPICAL STUD WALL 12.5MM (1/2") FIBER CEMENT BOARD ON 38X89 METAL STUD @ 400 O.C.

LDLL CONCEPTS DRAWN BY

LEDELL JAMES SORIANO CHECKED BY

102

254

PIETRO F., TRACEY L. DATE & TIME PUBLISHED

432

2021-04-02 6:36:07 AM SHEET NUMBER

PLAN DETAILS - FLOOR AND FOUNDATION 0

100

200

400mm

A8.0 35

MOCK-UP WALL SECTION SCALED MODEL

The scaled model was made in 1:50 scale showing the wall section in the office area of the warehouse. It shows the Precast Curtain Wall and Glazed Curtain Wall and also includes structural components such as the foundation, column, beam steel decking and the open web steel joist.

Showing the different layers of the roofing system used in the warehouse project and the parapet wall.

03 38

OGPOD

sustainable/ green / microhome/ compact/ off-grid COURSE:

ARCHITECTURAL TECHNOLOGY AND STUDIO 03 INSTRUCTORS:

PIETRO FERARI, CORBIN PATEN DESIGN & PRODUCTION:

INDIVIDUAL WORK PERIOD:

FALL 2020

PROJECT DESCRIPTION: This was an individual project for the Architectural Studio course in my third semmester. I designed the schematics and conducted research considering the project main features such as sustainable and green building principles. “OG” stands for Off-Grid. The project is located at Calias street, North York, Toronto. The project is designed for a working couple who wants a small yet livable and comfortable home. The goal is a cost effective, sustainable microhome, designed to support and adapt to any kind of environment. It is a minimalist concept that sustains an off-grid lifestyle with incorporated farming. The house utilises available resources to function such as solar and water harvesting and it also includes a grey-water treatment as well. Material wise, the pod made use of wood as its main material from framing, interior finishes and envelope due to its sustainable nature.The 25 square meter footprint square shape plan of the microhome contains basic spaces that includes living, dining, cooking area and a loft type resting area organized properly to achieve the most comfortable setup to accomodate the needs of the end users.

MASSING STUDY:

compact form 25 sqm footprint

maximizing roof space

basic uses

roof extrusion

shaping the roof

compact house 25 sqm footprint

on this site

ING

UILD

ING B

EXIST

EXISTING TREES

PRIVATE LOT

PROPOSED TREES

VICINITY MAP

TERS

ETERS

20.53 M

1 ME

48.9

RECYCLED PAVERS

YARD FOR FARMING AND RECREATION

RODING PARK

20.3 TERS

TERS

7 ME

46.0

EET

STR

3 ME

IAS

CAL PROPOSED TREES

PRIVATE LOT

SITE PLAN not to scale

ING

UILD

ING B

EXIST

8 2 1

Living area

Kitchen

Dining

Bathroom

Storage

Mechanical & Utilities

Sleeping area

Deck

GROUND FLOOR PLAN 0

LOFT FLOOR PLAN 0

WEST ELEVATION 0

SOUTH ELEVATION 42

NORTH ELEVATION 0

EAST ELEVATION 0

SOLAR THERMAL COLLECTOR CHARRED CEDAR WOOD (CAYAKI) wood harvested locally and in sustainably managed forest. Charred wood is the process of lightly applying an open flame to a wood plank to char the surface. The processed exterior helps to weatherproof the siding and act as a deterrent to insects.

RADIANT HEATED FLOOR

SOLAR PV

RECLAIMED WOOD SIDING A processed wood retrieved from its original use. environmentally friendly, decreasing the demand of newly sourced wood which helps deforestation.

POWER BANK

FILTER

HOT WATER SUPPLY COMPOSTING TOILET

WATER TANK

RAIN WATER COLLECTION

ECO-FRIENDLY BUILDING MATERIAL

REUSE

GREEN WALL FARMING OTHER HOUSEHOLD USE

IRRIGATION GREY WATER HOME TREATMENT

GREEN BUILDING AND SUSTAINABLE FEATURES 44

FILTER

FROM GROUND WATER SOURCE

R-60 Roof Insulation Operable Skylight oriented to the north and help venting warm air in the summer through cross ventilation and gain nature light during the winter.

Tripple pane Low E Windows windows are tripple glazed and low-e to minimize heat loss. Coated glass helps reflect heat back inside the house in winter and keeps heat out during summer. The largest window in the house faces south, to take advantage of light and warmth of the sun

Metal Gutter for rain water collection HRV System (Lunos E2 ) Breathing wall ventilation technology. It replaces indoor air while maintaining a comfortable temperature year-round. As the stale air passes through the device, the heat is transferred to the fresh air entering from outside.

Solar Thermal Colector Water for the home is heated primarily via a evacuated vacuum tube on the roof.

TRELLIS provides shading during summer

SUMME

Solar PV harvesting the sun’s energy to produce electricity for the house to be functional.

STALE AIR EXHAUST

WIN

TER

Cold Fresh Air

SLEEPING AREA

FRESH AIR SUPPLY

Cold Fresh Air Managing Sunlight Passive cooling is achievable through natural lighting and ventilation LIV/ DIN/ KIT Vertical Hydroponic System this proposed farming is space efficient and is less dependent on seasons.

FRESH AIR SUPPLY WITH EXHAUST

BATH

Plant-based Polyurethane Insulation For insulation and air tightness, the house uses R-40 wall insullation that meets passive house standard.

Composting Toilet

WOOD CONSTRUCTION wood products are from FSC certified suppliers.

Radiant Floor Heating System through the solar collector, heated water then warms the floor and distributes heat evenly throughout the home.

R-40 Floor Insulation

Insulated crawl space for utilities and water collection tanks.

PASSIVE DESIGN 45

04 46

MIXEDUSE

CONSTRUCTION DOCUMENTS FOR A THREE-STOREY RESIDENTIAL & COMMERCIAL BUILDING COURSE:

ARCHITECTURAL TECHNOLOGY AND STUDIO 03 INSTRUCTORS:

PIETRO FERARI, CORBIN PATEN DESIGN & PRODUCTION:

LEDELL JAMES SORIANO, JOHN ARISTOTLE DARISAN, & SHELDON WILLIAMS PERIOD:

FALL 2020

NORTH ELEVATION

PROJECT DESCRIPTION: The objective of the project is to develop construction documents of a mixed-use Commercial/ Retail and Residentail Development within compliance of the part 3 of the Ontario Building Code. It is a three storey building that consist of first floor for commercial/ retail and upper floors to accomodate residential occupancy, with a basement as the main parking space for the occupants. The proposed building utilises concrete, steel framing and the use of standard pre-engineered floor joist building system. We were also tasked to develop a design for the building envelope using at least three different exterior materials and provide details as per industry standards. Green building principle were also considered for future development in the roof top of the building. Moreover, the project aims to complete the required set of Construction documents through the collaborative effort of group members in a simulated architectural work office environment. And all the required documents were equally distributed among the group members and completed according to the project schedule.

STEEL SIDING,1"x2" STRAPPING AT 16" C/C ON TYVEK, 9.5mm (3/8") EXTERIOR TYPE PAPER, 9.5mm (3/8") EXTERIOR TYPE SHEATHING, 38x140 (2"x6") STUDS @ 400mm (16") O.C., R24 WALL INSULATION AND APPROVED VAPOUR BARRIER AND APPROVED CONT. AIR BARRIER, 13mm (1/2") INT. DRYWALL FINISH. C

WALL - BRICK VENEER

WALL - ALUMINUM COMPOSITE MATERIAL (ACM) PLUSALUCOBOND MI-NERAL-FILLED CORE ALUMINUM COMPOSITE PANEL, CONTINUOUS EXTRUSION WITH REVEAL SPLINE AT GROOVES, VERTICAL HAT CHANNEL. SEE MANUFACTURER DRAWINGS AND SPECIFICATIONS FOR INSTALLATION. AIR SPACE, METAL CONNECTORS 1" RIGID INSULATION (R5) APPROVED SHEATHING PAPER (TYVEK), 12.5mm (1/2") PLYWOOD EXT. TYPE SHEATHING, 38x140 (2"x6") STUDS @ 400mm (16") O.C., (R24) INSULATION AND APPROVED VAPOUR BARRIER WITH APPROVED CONTIN. AIR BARRIER. 13mm (1/2") INT. DRYWALL FINISH. PROVIDE BASE FLASHING UP MIN. 150mm (6") BEHIND BUILDING PAPER.

A C1

UP TO STREET LEVEL F

ENTRANCE /EXIT TO PARKING LEVEL

4.0 A

WALL - GYPSUM

18b

INTERIOR WALL - TYP. 2X6 WOOD STUDS @ 16” O.C W/ R-19 OPEN CELL SPRAY FOAM INSULATION (OPTIONAL) 5/8 GYPSUM WALL BOARD WITH TEXTURE FINISH ON BOTH SIDES APPROVED BY ARCHITECT.

DOWN FROM STREET LEVEL TO P1

B Bx

COVERED PORTE COCHERE DRIVEWAY

. .

WALL - FOUNDATION / FOOTING 406mm (16") POURED REINFORCE CONC. FDTN. WALL WITH BITUMENOUS DAMPPROOFING AS PER CODE. DRAINAGE LAYER. DRAINAGE LAYER REQ. ON 550x200 (24"x48") POURED REINFORCE CONC. FTG. ALL FOOTINGS SHALL REST ON NATURAL UNDISTURBED SOIL OR COMPACTED ENGINEERED FILL, WITH MINIMUM BEARING CAPACITY AS PER CODE. SEE ENGINEER DRAWINGS FOR DETAIL SPECIFICATION FOR REINFORCEMENT, LOADING, MATERIAL PROPERTIES, MINIMUM

C1 60"X84"

60"X84"

REFUSE RECYC

18b 18b

36"X84"

UNIT #C2- #C3

18b

FLOOR - BALCONY AND ROOF APPROVED: FINISH, BITUMINOUS WATERPROOF MEMBRANE, POLYURETHANE SHAPED BASE, BITUMINOUS WATERPROOF MEMBRANE, ON SUB-FLOOR TO FORM BALCONY FLOOR AND ROOF DECK. AS PER CODE MINI. GRADE, FLASHING AND SEALING OF JOINTS.

60"X84"

E 18b

148"X74"

ARCADE (COVERED SID

5.0 A

18b

148"X74"

36"X84"

148"X74"

36"X84"

178"X74"

FLOOR - CONCRETE

GROUND FLOOR LEVEL- 200mm (8") THK. REINFORCED CONCRETE FLAT - SLAB DESIGNS THRU' OUT WOULD BE TO STRUCTURAL 10m ENGINEER DESIGN. MORE DETAILED ADVICE ON DETERMINING DESIGN LIFE, LOADING, MATERIAL PROPERTIES, METHODS OF ANALYSIS, MINIMUM CONCRETE COVER FOR DURABILITY AND BOND, AND CONTROL OF CRACK CAN BE FOUND IN STRUCTURAL ENGINEER SPECIFICATIONS AND DRAWINGS.

UNIT #

60"X84"

UNIT #C1

FLOOR - CONCRETE PARKING LEVEL- REINFORCE CONCRETE SLAB: 200mm (8") THK. 48MPa (7000psi) SLAB WITH 5-8% AIR ENTRAINMENT ON OPT. 100 (4") COARSE GRANULAR FILL WITH COMPACTED SUB-BASE OR COMPACTED NATIVE FILL SLOPE TO 1% MIN. SEE ENGINEER DRAWINGS FOR DETAIL SPECIFICATION FOR REINFORCEMENT, EXPANSION JOINTS, DRAINAGE, AND SUMPS.

INSULATION R60 ROOF INSULATION & APPROVED VAPOUR BARRIER, 16mm (5/8") INT. DRYWALL FINISH OR APPROVED EQUAL.

FLOOR - BLOCKING I-JOIST PERPENDICULAR BLOCKING OR EQUIVALENT @ 24" ON CENTER. ATTACHING THE WOOD-I OR I-JOIST BLOCKING WITH (2) 3 ½" (16D) NAILS TO THE TOP AND OTTOM CHORDS OF THE OPEN JOIST TRIFORCE® AND 2 ½" (8D) NAILS THROUGH THE RIM BOARD INTO THE TOP AND BOTTOM CHORD OF THE I-JOIST BLOCKING. SECURE THE I-JOIST BLOCKING TO THE SOLE PLATE WITH (1) 3 ½" (10D) NAILS EACH SIDE OF THE BOTTOM CHORD AS PER CODE (TYPICAL).

18C

FLOOR SYSTEM TRIFORCE OPEN JOIST FLOOR SYSTEM: SUBFLOOR - CSP 5/8. (GLUED AND NAILED) ON NEW OJ418(S) 2X4 X 16” @ 24" O.C WITH OSB END (WITH STRAPPING/BRIDGING). TO SPAN CONTINUOUS. TYP. FLOOR FINISH TO BE APPROVED BY ARCHITECT.

ZOOM SCOOTERS

JUST BUY IT! REAL ESTATE BROKER

EXTERIOR/INTERIOR WALL -6"X6"X6" H.C.B CORE FILL AND REINFORCEMENT, WITH TEXTURED FINISH APPROVED BY ARCHITECT TO FORM COLUMN. MATERIAL PROPERTIES, CAN BE FOUND IN STRUCTURAL ENGINEER SPECIFICATIONS AND DRAWINGS.

FLOOR SYSTEM - STRUCTURE TRIFORCE OPEN JOIST FLOOR SUBFLOOR - CSP 5/8. (GLUED AND NAILED) ON NEW OJ418(S) 2X4 X 16” @ 24" O.C WITH OSB END (WITH STRAPPING/BRIDGING). TO SPAN CONTINUOUS. TYP. FLOOR FINISH TO BE APPROVED BY ARCHITECT.

30"X84"

18B

WALL - H.C.B.

EXTERIOR/INTERIOR WALL - 6" THK. H.C.B FAIR FACE FINISH. MATERIAL PROPERTIES, CAN BE FOUND IN STRUCTURAL ENGINEER SPECIFICATIONS AND DRAWINGS.

4.1 A

EXTERIOR/INTERIOR WALL - 6" THK. H.C.B CORE FILL AND REINFORCEMENT, WITH TEXTURE FINISH APPROVED BY ARCHITECT. MATERIAL PROPERTIES, CAN BE FOUND IN STRUCTURAL ENGINEER SPECIFICATIONS AND DRAWINGS.

F Dn

WALL - H.C.B.

Up 20R

STAIR #1

RESIDENTIAL LOBBY

C C1

WALL - STAIR/ELEVATOR 8” THICK REINFORCED CONCRETE POURED WALL THRU' OUT, PARKING LEVEL FLOOR WOULD BE TO STRUCTURAL ENGINEER DESIGN. MORE DETAILED ADVICE ON LOADING, MATERIAL PROPERTIES, WATERPROOFING, MINIMUM CONCRETE COVER FOR DURABILITY AND BOND, CAN BE FOUND IN STRUCTURAL ENGINEER SPECIFICATIONS AND DRAWINGS.

FIRST FLOOR PLAN

18A

EXTERIOR WALL - 8" THK. REINFORCE CONCRETE WALL TYP. AND BRICK VENEER ON THE EXTERIOR SIDE. REFER TO STRUCTURAL ENGINEER SPECIFICATIONS AND DRAWINGS FOR DETAILS.

CONCRETE COVER FOR DURABILITY AND BOND, AND CONTROL OF CRACK.

PRODUCED BY AN AUTODESK STUDENT VERSION

WALL - BRICK VENEER

75mm (3") FACE BRICK 25mm (1") AIR SPACE, 22x180x0.76mm (7/8"x7"x0.03") GALV. METAL TIES @ 400mm (16") O.C. HORIZONTAL 600mm (24") O.C. VERTICAL. 1" RIGID INSULATION (R5) APPROVED SHEATHING PAPER (TYVEK), 12.5mm (1/2") PLYWOOD EXT. TYPE SHEATHING, 38x140 (2"x6") STUDS @ 400mm (16") O.C., (R24) INSULATION AND APPROVED VAPOUR BARRIER WITH APPROVED CONTIN. AIR BARRIER. 13mm (1/2") INT. DRYWALL FINISH. PROVIDE WEEP HOLES @ 800mm (32") O.C. BOTTOM COURSE AND OVER OPENINGS. PROVIDE BASE FLASHING UP MIN. 150mm (6") BEHIND BUILDING PAPER.

5.1 A

4.2 A

. 18b

C .

UNIT #C13 .

DRIVE-IN DOOR

30"X84"

UNIT #C12

18b

60"X84"

C . .

. 30"X84"

UNIT #C6- #C7 192"X74"

#C4- #C5 18b

STAIR #2 Dn

UNIT #C10#C12

E 30"X84"

FAR OUT MAN CANNIBIS RETAIL

192"X74"

ARCADE (COVERED AREA)

WIRED COFFEE SHOP

CHILL OUT YOGA

UTILITY ROOM

Up 20R

30"X84"

64"X74"

ELEVATOR #3

30"X84"

PIETRO'S BARBER SHOP

4.1 A

192"X74"

SHIPPING & RECEIVING

F 30"X84"

UNIT #C8- #C9

30"X84"

18b

30"X84"

4.2 A

110"X74" 36"X84"

36"X84"

18b

5.2 A

148"X74"

ARCADE (COVERED SIDEWALK)

148"X74"

178"X74"

DEWALK)

178"X74"

36"X84"

148"X74"

36"X84"

110"X74"

148"X74"

PRODUCED BY AN AUTODESK STUDENT VERSION

ELEVATOR #2

18b

36"X84"

18b

36"X84"

C F

18b

ARCADE (COVERED SIDEWALK)

36"X84"

18b

ELEVATOR #1

HELP WALK-IN CLINIC 192"X74"

C1 60"X84"

E& CLE

192"X74"

ARCADE (COVERED SIDEWALK)

18b

4.0 A

18b

OFFICES FOR BUILDING MANAGER

STORAGE

36"X84"

ARCADE (COVERED SIDEWALK)

COVERED TRUCK BAY

192"X74"

ENTRANCE /EXIT TO TRUCK BAY

FROM P1

(3/8") EXTERIOR TYPE PAPER, 9.5mm (3/8") EXTERIOR TYPE SHEATHING, 38x140 (2"x6") STUDS @ 400mm (16") O.C., R24 WALL INSULATION AND APPROVED VAPOUR BARRIER AND APPROVED CONT. AIR BARRIER, 13mm (1/2") INT. DRYWALL FINISH.

BALCONY

. 18c

18c

UNIT 200-202

UNIT 203

LAUNDRY ROOM

18c

F1 36"X84"

STAIR #1

18c

36"X84"

BALCONY

UNIT 221

UNIT 219 H1

UNIT 222

BALCONY

FLOOR DRAIN

A D

FLOOR DRAIN

72"X54"

70"X84"

18c

FLOOR - CONCRETE

5.1 A

BALCONY

72"X54"

70"X84"

18c

72"X54"

70"X84"

5.0 A

A .

BALCONY

70"X84"

FLOOR DRAIN

A D

UNIT 220

18c

INSULATION R60 ROOF INSULATION & APPROVED VAPOUR BARRIER, 16mm (5/8") INT. DRYWALL FINISH OR APPROVED EQUAL.

36"X84"

UNIT 223

36"X84"

FLOOR DRAIN

E .

4.1 A

Up 18R

36"X84"

G .

36"X84"

BALCONY

C2 FLOOR DRAIN

EXTERIOR/INTERIOR WALL - 6" THK. H.C.B FAIR FACE FINISH. MATERIAL PROPERTIES, CAN BE FOUND IN STRUCTURAL ENGINEER SPECIFICATIONS AND DRAWINGS.

B C2

72"X54"

PRODUCED BY AN AUTODESK STUDENT VERSION

WALL - H.C.B.

FLOOR DRAIN

18C

72"X54"

18c

4.0 A

INTERIOR WALL - TYP. 2X6 WOOD STUDS @ 16” O.C W/ R-19 OPEN CELL SPRAY FOAM INSULATION (OPTIONAL) 5/8 GYPSUM WALL BOARD WITH TEXTURE FINISH ON BOTH SIDES APPROVED BY ARCHITECT.

WALL - H.C.B.

70"X84"

WALL - GYPSUM

EXTERIOR/INTERIOR WALL - 6" THK. H.C.B CORE FILL AND REINFORCEMENT, WITH TEXTURE FINISH APPROVED BY ARCHITECT. MATERIAL PROPERTIES, CAN BE FOUND IN STRUCTURAL ENGINEER SPECIFICATIONS AND DRAWINGS.

B FLOOR DRAIN

FLOOR DRAIN

18B

B C2

72"X54"

18A

FLOOR DRAIN

70"X84"

THIRD FLOOR PLAN 2

72"X54"

WALL - ALUMINUM COMPOSITE MATERIAL (ACM)

PLUSALUCOBOND MI-NERAL-FILLED CORE ALUMINUM COMPOSITE

72"X54"

WALL - BRICK VENEER

CONCRETE COVER FOR DURABILITY AND BOND, AND CONTROL OF CRACK.

EXTERIOR WALL - 8" THK. REINFORCE CONCRETE WALL TYP. AND BRICK VENEER ON THE EXTERIOR SIDE. REFER TO STRUCTURAL ENGINEER SPECIFICATIONS AND DRAWINGS FOR DETAILS.

PANEL, CONTINUOUS EXTRUSION WITH REVEAL SPLINE AT GROOVES, VERTICAL HAT CHANNEL. SEE MANUFACTURER DRAWINGS AND SPECIFICATIONS FOR INSTALLATION. AIR SPACE, METAL CONNECTORS 1" RIGID INSULATION (R5) APPROVED SHEATHING PAPER (TYVEK), 12.5mm (1/2") PLYWOOD EXT. TYPE SHEATHING, 38x140 (2"x6") STUDS @ 400mm (16") O.C., (R24) INSULATION AND APPROVED VAPOUR BARRIER WITH APPROVED CONTIN. AIR BARRIER. 13mm (1/2") INT. DRYWALL FINISH. PROVIDE BASE FLASHING UP MIN. 150mm (6") BEHIND BUILDING PAPER. E

WALL - BRICK VENEER

BALCONY

18c

4.2 A

. .

72"X54"

UNIT 206

UNIT 207

UNIT 208

UNIT 209

UNIT 210

C2 FLOOR DRAIN

UNIT 204-205

4.0 A

18c

BALCONY

C2 FLOOR DRAIN

BALCONY

18c

A .

FLOOR DRAIN

B FLOOR DRAIN

72"X54"

B C2

. .

BALCONY

72"X54"

18c

A .

FLOOR DRAIN

B FLOOR DRAIN

H1 H1

STAIR #2

Up 18R

C2 FLOOR DRAIN

36"X84"

ELEVATOR #3

72"X54"

ELEVATOR #2 E

36"X84"

H1 H1

ELEVATOR #1

18c

FLOOR DRAIN

36"X84"

4.1 A

BALCONY

36"X84"

UNIT 211

36"X84"

70"X84"

CORRIDOR

18c

72"X54"

UNIT 218

UNIT 217

UNIT 215-216

UNIT 213-215

FLOOR DRAIN

18c

BALCONY

UNIT 212

70"X84"

18c

FLOOR DRAIN

A .

18c

BALCONY

A D

BALCONY

18c

A D

FLOOR DRAIN

A D

18c

BALCONY

FLOOR DRAIN

A D

BALCONY

18c

C2 .

FLOOR DRAIN

A D

18c

BALCONY

72"X54"

70"X84"

A D

72"X54"

70"X84"

72"X54"

70"X84"

FLOOR DRAIN

72"X54"

70"X84"

4.2 A

5.2 A

72"X54"

70"X84"

C2 C2

BALCONY

72"X54"

70"X84"

FLOOR DRAIN

PRODUCED BY AN AUTODESK STUDENT VERSION

70"X84"

B C2

B FLOOR DRAIN

75mm (3") FACE BRICK 25mm (1") AIR SPACE, 22x180x0.76mm (7/8"x7"x0.03") GALV. METAL TIES @ 400mm (16") O.C. HORIZONTAL 600mm (24") O.C. VERTICAL. 1" RIGID INSULATION (R5) APPROVED SHEATHING PAPER (TYVEK), 12.5mm (5/8") DRYWALL EXT. TYPE SHEATHING, 38x140 (2"x4") STUDS @ 400mm (16") O.C., (R24) INSULATION 3# (5/8") DRYWALL TYPE SHEATHING (R24) INSULATION (2"x4") STUDS @ 400mm (16") O.C., AND (5/8") EXT. TYPE SHEATHING. B

WALL - BRICK VENEER

EXTERIOR WALL - 8" THK. REINFORCE CONCRETE WALL TYP. AND BRICK VENEER ON THE EXTERIOR SIDE. REFER TO STRUCTURAL ENGINEER SPECIFICATIONS AND DRAWINGS FOR DETAILS. WALL - ALUMINUM COMPOSITE MATERIAL (ACM) PLUSALUCOBOND MI-NERAL-FILLED CORE ALUMINUM COMPOSITE PANEL, CONTINUOUS EXTRUSION WITH REVEAL SPLINE AT GROOVES, VERTICAL HAT CHANNEL. SEE MANUFACTURER DRAWINGS AND SPECIFICATIONS FOR INSTALLATION. AIR SPACE, METAL CONNECTORS 1" RIGID INSULATION (R5) APPROVED SHEATHING PAPER (TYVEK), 12.5mm (1/2") PLYWOOD EXT. TYPE SHEATHING, 38x140 (2"x6") STUDS @ 400mm (16") O.C., (R24) INSULATION AND APPROVED VAPOUR BARRIER WITH APPROVED CONTIN. AIR BARRIER. 13mm (1/2") INT. DRYWALL FINISH. PROVIDE BASE FLASHING UP MIN. 150mm (6") BEHIND BUILDING PAPER. WALL - GYPSUM

INTERIOR WALL - TYP. 2X6 WOOD STUDS @ 16” O.C W/ R-19 OPEN CELL SPRAY FOAM INSULATION (OPTIONAL) 5/8 GYPSUM WALL BOARD WITH TEXTURE FINISH ON BOTH SIDES APPROVED BY ARCHITECT. WALL - FOUNDATION / FOOTING 406mm (16") POURED REINFORCE CONC. FDTN. WALL WITH BITUMENOUS DAMPPROOFING AS PER CODE. DRAINAGE LAYER. DRAINAGE LAYER REQ. ON 550x200 (24"x48") POURED REINFORCE CONC. FTG. ALL FOOTINGS SHALL REST ON NATURAL UNDISTURBED SOIL OR COMPACTED ENGINEERED FILL, WITH MINIMUM BEARING CAPACITY AS PER CODE. SEE ENGINEER DRAWINGS FOR DETAIL SPECIFICATION FOR REINFORCEMENT, LOADING, MATERIAL PROPERTIES, MINIMUM

. . .

30"X84"

UNIT 210

UNIT 208 F1

UNIT 207

30"X84"

H .

UNIT 110

UNIT 108

. 30"X84"

COVERED ARCADE

UNIT C11

30"X84"

18A

INSULATION R60 ROOF INSULATION & APPROVED VAPOUR BARRIER, 16mm (5/8") INT. DRYWALL FINISH OR APPROVED EQUAL.

10m

LONGITUDINAL SECTION SCALE 1 : 125 MTS

C1 18B

30"X84"

UTILITY ROOM

18A .

BASEMENT PARKING

STO.

UTILITY ROOM

18B C1

30"X84"

UNIT 107

30"X84"

72"X54"

ELEVATOR SHAFT 3

18c

4.1 A

30"X84"

72"X54"

BALCONY

WALL - H.C.B.

18c .

M D

WALL - H.C.B.

FLOOR - CONCRETE

EXTERIOR/INTERIOR WALL - 6" THK. H.C.B FAIR FACE FINISH. MATERIAL PROPERTIES, CAN BE FOUND IN STRUCTURAL ENGINEER SPECIFICATIONS AND DRAWINGS.

GROUND FLOOR LEVEL- 200mm (8") THK. REINFORCED CONCRETE FLAT - SLAB DESIGNS THRU' OUT WOULD BE TO STRUCTURAL ENGINEER DESIGN. MORE DETAILED ADVICE ON DETERMINING DESIGN LIFE, LOADING, MATERIAL PROPERTIES, METHODS OF

H1 30"X84"

18B

BALCONY 18c

PROPOSED GREEN ROOF

18A

18c

WALL - H.C.B.

EXTERIOR/INTERIOR WALL - 6" THK. H.C.B CORE FILL AND REINFORCEMENT, WITH TEXTURE FINISH APPROVED BY ARCHITECT. MATERIAL PROPERTIES, CAN BE FOUND IN STRUCTURAL ENGINEER SPECIFICATIONS AND DRAWINGS.

STAIR #2

LONGITUDINAL BUILDING SECTION 1

CONCRETE COVER FOR DURABILITY AND BOND, AND CONTROL OF CRACK.

PRODUCED BY AN AUTODESK STUDENT VERSION

WALL - VERTICAL STEEL SIDING STEEL SIDING,1"x2" STRAPPING AT 16" C/C ON TYVEK, 9.5mm (3/8") EXTERIOR TYPE PAPER, 9.5mm (3/8") EXTERIOR TYPE SHEATHING, 38x140 (2"x6") STUDS @ 400mm (16") O.C., R24 WALL INSULATION AND APPROVED VAPOUR BARRIER AND APPROVED CONT. AIR BARRIER, 13mm (1/2") INT. DRYWALL FINISH.

L .

18c

PROPOSED GREEN ROOF

. .

18c

30"X84"

A .

18c

PROPOSED GREEN ROOF

STAIR #1

PRODUCED BY AN AUTODESK STUDENT VERSION

F1 A

. .

H1 . .

H1 F1

30"X84"

72"X54"

UNIT 200-202

GARBAGE CHUTE

BALCONY

UNIT 204-205

18c

UNIT 206

30"X84"

UNIT 200-202

30"X84"

M .

ELEVATOR SHAFT 1

ELEVATOR SHAFT 2

60"X84"

18B

30"X84"

COVERED PORTE COCHERE DRIVEWAY

30"X84"

18A .

BASEMENT PARKING

18A .

BICYCLE STORAGE

18B .

RESIDENTIAL LOBBY

BASEMENT PARKING

REUSE AND RECYCLE AREA

18A

18B

SHIPPING AND RECEIVING

18c

UNIT 100

UNIT 102

GARBAGE CHUTE

BALCONY

UNIT 104

F1 18B

72"X54"

UNIT 105

30"X84"

F1 H

OVERED ARCADE

UNIT 106

30"X84"

STO.

APPROVED: FINISH, BITUMINOUS WATERPROOF MEMBRANE, POLYURETHANE SHAPED BASE, BITUMINOUS WATERPROOF MEMBRANE, ON SUB-FLOOR TO FORM BALCONY FLOOR AND ROOF DECK. AS PER CODE MINI. GRADE, FLASHING AND SEALING OF JOINTS.

ROOF DECK LUSALUCOBOND MI-NERAL-FILLED CORE

ALUMINUM COMPOSITE PANEL, CONTINUOUS EXTRUSION WITH REVEAL SPLINE AT GROOVES, VERTICAL HAT CHANNEL. SEE

MANUFACTURER DRAWINGS AND SPECIFICATIONS FOR INSTALLATION. ATTACHED ON STEEL BEAM

R60 ROOFING INSULATION & APPROVED VAPOUR BARRIER, 16mm (5/8") PLYWOOD SHEATHING FINISHED ON 2"X3" CEILING NAILERS SPACED AT 16" O.C.B.W.

WITH WOOD BLOCKING AS PER APPROVED STRUCTURAL DESIGN.

2" DIAMETER STAINLESS STEEL HAND RAILS WITH 1 2 " GLASS PANEL RAILING SYSTEM AS PER MANUFACTURER'S DETAIL AND INSTALLED AS PER APPROVED STRUCTURAL DESIGN

APPROVED: FINISH AT 2% SLOPE, BITUMINOUS WATERPROOF MEMBRANE, POLYURETHANE SHAPED BASE, BITUMINOUS WATERPROOF MEMBRANE, ON SUB-FLOOR TO FORM BALCONY FLOOR AND ROOF DECK. AS PER CODE MINI. GRADE, FLASHING AND SEALING OF JOINTS.

BALCONY

TRIFORCE OPEN JOIST FLOOR SUBFLOOR - CSP 5/8. (GLUED AND NAILED) ON NEW OJ418(S) 2X4 X 11 78" @ 16" O.C WITH OSB END (WITH STRAPPING/BRIDGING). TO SPAN CONTINUOUS. TYP.

UNIT 220

LUSALUCOBOND MI-NERAL-FILLED CORE

ALUMINUM COMPOSITE PANEL, CONTINUOUS EXTRUSION WITH REVEAL SPLINE AT

GROOVES, VERTICAL HAT CHANNEL. SEE MANUFACTURER DRAWINGS AND SPECIFICATIONS FOR INSTALLATION. ATTACHED ON STEEL BEAM

R60 BALCONY FLOOR INSULATION & APPROVED VAPOUR BARRIER, 16mm (5/8") PLYWOOD SHEATHING FINISHED ON 2"X3" CEILING NAILERS SPACED AT 16" O.C.B.W.

WITH WOOD BLOCKING AS PER APPROVED STRUCTURAL DESIGN. DOWNSPOUT FROM BALCONY DOOR DRAIN CONNECTED TO MAIN DOWNSPOUT

2" DIAMETER STAINLESS STEEL HAND RAILS WITH 1 2 " GLASS PANEL RAILING SYSTEM AS PER MANUFACTURER'S DETAIL AND INSTALLED AS PER APPROVED STRUCTURAL DESIGN

BALCONY

TRIFORCE OPEN JOIST FLOOR SYSTEM: SUBFLOOR - CSP 5/8. (GLUED AND NAILED) ON NEW OJ418(S) 2X4 X 16” @ 24" O.C WITH OSB END (WITH STRAPPING/ BRIDGING). TO SPAN CONTINUOUS. TYP.

UNIT 120

LUSALUCOBOND MI-NERAL-FILLED CORE

ALUMINUM COMPOSITE PANEL, CONTINUOUS EXTRUSION WITH REVEAL SPLINE AT GROOVES, VERTICAL HAT CHANNEL. SEE

MANUFACTURER DRAWINGS AND SPECIFICATIONS FOR INSTALLATION. ATTACHED ON STEEL BEAM

R60 BALCONY FLOOR INSULATION & APPROVED VAPOUR BARRIER, 16mm (5/8") PLYWOOD SHEATHING FINISHED ON 2"X3" CEILING NAILERS SPACED AT 16" O.C.B.W.

WITH WOOD BLOCKING AS PER APPROVED STRUCTURAL DESIGN.

LVL WALL SUPPORT AS PER APPROVED STRUCTURAL DESIGN DOWNSPOUT FROM BALCONY DOOR DRAIN CONNECTED TO MAIN DOWNSPOUT GROUND

MAIN DOWNSPOUT TO DRAINAGE

COVERED ARCADE

BASEMENT PARKING AREA

WALL SECTION 0

5.1 A

WALL SECTION 2 4m

SCALE 1 : 40 MTS

RESIDENTIAL LOBBY ENTRANCE

FLOOR

LEVEL-

200mm

(8")

THK.

REINFORCED CONCRETE FLAT - SLAB DESIGNS THRU' OUT WOULD BE TO STRUCTURAL ENGINEER DESIGN. MORE DETAILED ADVICE ON DETERMINING DESIGN LIFE, LOADING, MATERIAL PROPERTIES, METHODS OF ANALYSIS, MINIMUM CONCRETE COVER FOR DURABILITY AND BOND, AND CONTROL OF CRACK WIDTHS CAN BE FOUND IN STRUCTURAL ENGINEER SPECIFICATIONS AND DRAWINGS.

RAMP UP

PRODUCED BY AN AUTODESK STUDENT VERSION

UTILITY / ELECT. ROOM

60"X84"

36"X84"

150MM

ELEVATOR MACHINE ROOM1&2

C 24"x48"x24"H PIT REFUGE

24"x48"x24"H PIT REFUGE

ELEVATOR 1

ELEVATOR 2 DRIVEWAY

BICYCLE STORAGE

ELEVATOR LOBBY

PLAN DETAIL 6.2a A

PLAN DETAIL 3 SCALE 1 : 40 MTS

6.2b A

PLAN DETAIL 4 SCALE 1 : 40 MTS

13MM (21") THICK PLYWOOD EXTERIOR SHEATHING TYPICAL 2"X6" WALL ASSEMBLY WITH BATT INSULATION

APPROVED: FINISH, BITUMINOUS WATERPROOF MEMBRANE, POLYURETHANE SHAPED BASE, BITUMINOUS WATERPROOF MEMBRANE,

ATT

AT ED

R60 ROOFING INSULATION & APPROVED VAPOUR BARRIER, WITH 16mm (5/8") PLYWOOD SHEATHING FINISHED ON 2"X3" CEILING NAILERS SPACED AT 16" O.C.B.W.

EN TG

STEEL SIDING LAID ON 1"x2" HORIZONTAL STRAPPING SPACED AT 12" O/C, AIR BARRIER (TYVEK) LAYER TO OVERLAP ON R5 MINIMUM XPS RIGID INSULATION, 13MM (21") EXTERIOR TYPE SHEATHING, 38x140 (2"x6") STUDS @ 400mm (16") O.C., R24 WALL INSULATION AND APPROVED 6mil AIR VAPOUR BARRIER AND 13mm (1/2") INT. DRYWALL FINISH.

BATT INSULATION

SECTION DETAIL 1 0

100 200

500mm

6.3b A

SECTION DETAIL 4

SCALE 1 : 8 MTS

PRODUCED BY AN AUTODESK STUDENT VERSION

TRIFORCE OPEN JOIST FLOOR SUBFLOOR - CSP 5/8. (GLUED AND NAILED) ON NEW OJ418(S) 2X4 X 11 78" @ 16" O.C WITH OSB END (WITH STRAPPING/BRIDGING). TO SPAN CONTINUOUS. TYP.

DOUBLE PANE GLASS SYSTEM

WINDOW FRAME WINDOW MOULDINGS

PRODUCED BY AN AUTODESK STUDENT VERSION

2"x6" WINDOW SILL PLATE

13MM (21" )THICK INTERIOR SHEATHING

TYPICAL 2"X6" WALL ASSEMBLY WITH BATT INSULATION 13MM (21") THICK PLYWOOD EXTERIOR SHEATHING

STUCCO/VENEER CLADDING FINISH COAT ON FIBERGLASS/METAL MESH EMBEDDED INTO BASECOAT 2" STYROFOAM RIGID INSULATION BOARD WITH DUREX FLEXCRETE ADHESIVE ON DUREX GREEN GUARD BARRIER ON 1/2" PLYWOOD SHTG 2"x6" STUDS @ 16" O/C W/ R24 WALL INSULN 6mil VAP. BARR. 13mm (1/2") INT. DRYWALL FINISH.

SECTION DETAIL 2 0

100

200

500mm 6.3a A

SECTION DETAIL 3 SCALE 1 : 5 MTS

05 58

CONTEMPORARYHOME A PROPOSED TWO-STOREY RESIDENTIAL DETACHED HOUSE COURSE:

ARCHITECTURAL TECHNOLOGY AND STUDIO 02 INSTRUCTORS:

GIANNI REGINA , JENIFFER ZAND DESIGN & PRODUCTION:

INDIVIDUAL WORK PERIOD:

SUMMER 2020

PRODUCED BY AN AUTODESK STUDENT VERSION

119.4 8

N 16°19'59" W 10.67M

119.4

PROJECT DESCRIPTION: This was an individual project completed in my second semester in Architectural Studio. The requirement was

119.4 8

to develop presentation drawings as well as construc119.7

tion drawings that are of industry standards. It is a single family detached home that focuses on

wood framing. The intent of the design project is to rede120.1 4

119.7

velop one of the two existing infill empty parcels of land. The lots have been brought to natural grade levels by the home builder until time of construction. The objective is to provide a design that meets building code, zoning

120.1 4

N 74°03'06" E 37.35M

119.9 9

119.9

N 74°03'06" E 37.34M

119.6 1 119.6

layout for future development.

119.6 9

study area and also it has a basement with a proposed

kitchen, three bedroom on the second floor, a loft type

119.6

the entrance followed by foyer, great room, dining room,

architecture that contains basic areas such as porch in

119.6

PRODUCED BY AN AUTODESK STUDENT VERSION

the design approach of this house is a contemporary

PRODUCED BY AN AUTODESK STUDENT VERSION

bylaw and home builder’s requirements. In addition,

N 16°19'59" W 10.67M 1.20M GRASS BOULEVARD

1.50M CONCRETE SDEWALK

1.20M GRASS BOULEVARD

0.15M CONC. CURB

SITE DEVELOPMENTPLAN PLAN SITE DEVELOPMENT

SITE DEVELOPMENT PLAN

NOT TO SCALE DESIGNED BY:

SHEET TITLE:

CLIENT:

SHEET NO.:

SHEET TITLE:

ldll.CONCEPTS

CLIE

PROJ

GREAT GREAT ROOM ROOM

GREAT ROOM



KITCHEN

GARAGE

FIRST FLOOR PLAN 0



PRODUCED BY AN AUTODESK STUDENT VERSION

FUTURE BASEMENT FLOOR PLAN

DINING ROOM

PRODUCED BY AN AUTODESK STUDENT VERSION

GARAGE GARAGE

PRODUCED BY AN AUTODESK STUDENT VERSION

OFFICE

KITCHEN KITCHEN

PRODUCED BY AN AUTODESK STUDENT VERSION

DINING DINING ROOM ROOM

PRODUCED BY AN AUTODESK STUDENT VERSION

WORK SHOP

RECREATION ROOM

SECOND FLOOR PLAN 0



PRODUCED BY AN AUTODESK STUDENT VERSION

BEDROOM 03

BEDROOM 02

PRODUCED BY AN AUTODESK STUDENT VERSION

MASTER BEDROOM

STUDY & AVR ROOM

THIRD FLOOR PLAN 0



PRODUCED BY AN AUTODESK STUDENT VERSION

FRONT ELEVATION

REAR ELEVATION

PRODUCED BY AN AUTODESK STUDENT VERSION

RIGHT SIDE ELEVATION 0

PRODUCED BY AN AUTODESK STUDENT VERSION

LEFT SIDE ELEVATION

PRODUCED BY AN AUTODESK STUDENT VERSION

W.I.C.

KITCHEN

BATH

PRODUCED BY AN AUTODESK STUDENT VERSION

STUDY & AVR ROOM

CROSS SECTION 0

OTHER PROJECTS

2D RENDERING

A PROPOSED 8-STOREY RESIDENTIAL BUILDING COURSE:

S 23 ° 37’ 00” E 152.18 M

ARCHITECTURAL TECHNOLOGY AND STUDIO 05 INSTRUCTORS:

STEPHANIE ADAMS DESIGN & PRODUCTION:

GROUP WORK PERIOD:

W 80 S 50

03” ° 01’

HBU T A R

OA R N R

.69 M EXISTING TTREES

LEGENDS TOWNHOUSE ENTRANCE TRAFFIC-FLOW BUILDING MAIN ENTRANCE

Work Flow: Plan was created using Revit and exported to

BUILDING SECONDARY ENTRANCE

Adobe Photoshop and Adobe Illustrator.

SITE ACCESS

DROP-OFF

PARKING AREA

SPRING 2021

1.5

50 METERS LANDSCAPE STRIP

EXISTING TTREES

6 METERS 2-WAY DRIVEWAY

1.5 PE

RAMP DOWN

RIP

S2 3°

RECREATIONAL

”W

’ 18

37 .78

88 M

FOUNTAIN

S 23 ° 33’ 38” E 172.59 M

MELBERT ROAD SITE PLAN 69

3D VISUALIZATION CONCEPTUAL DESIGN FOR A MULTI STOREY BUILDING COURSE:

DIGITAL PRACTICE FOR ARCHITECTURE 03 INSTRUCTORS:

HODA GANJI

DESIGN & PRODUCTION:

INDIVIDUAL WORK PERIOD:

SPRING 2021 TRANCE MAIN EN

A STREET

www.autodesk.com/revit

S 27° 21' 35" 8.84 m

07" E S 28° 22' 13.94 m

S 27° 33' 35" 39.90 m

S 25° 33' 32" E 4.18 m

Consultant Address Address Phone Fax e-mail

SWIMMING POOL

PROPOSED BUILDING 26" W 8.88 m

S 68° 25' 37" W

BUILDING FOOT PRINT = 753 SQM

N 16° 04'

N 20° 08' 01" W 22.77 m

STREET B

Description

7° 55 '4 29 .35 8" E m

1 A103

Owner Part 2

COMMERCIAL ENTARNCE

N 16° 27' 35" 18.82 m

Unnamed

A104

P1P3

Project number Date PARKING ENTRANCE

Drawn by Checked by

Site PLan

creating conceptual plans and schematic model massing. Work Flow: Modeled using Revit and exported to Twinmotion for

2021-05-12 LEDELL JAMES SORIANO PROF. HODA GANJI

A102

1 : 200

This is a conceptual project focused on development of the site,

Date

48.24 m

No.

Scale

1 : 200

2021-07-25 8:19:51 PM

22.96 m

N 69° 55' 03" E

LANDSCAPE

Consultant Address Address Phone Fax e-mail

SITE PLAN 0

20m

rendering.

EXTERIOR PERSPECTIVE 70

DAYTIME EXTERIOR PERSPECTIVE FEATURING THE POOLSIDE

NIGHTTIME EXTERIOR PERSPECTIVE FEATURING THE POOLSIDE 71

3D VISUALIZATION CONCEPTUAL DESIGN FOR A MULTI STOREY BUILDING COURSE:

DIGITAL PRACTICE FOR ARCHITECTURE 03 INSTRUCTORS:

HODA GANJI

DESIGN & PRODUCTION:

INDIVIDUAL WORK PERIOD:

SPRING 2021

This is a conceptual project focused on model massing and parametric designs utilizing Dynamo in revit. Work Flow: Modeled using Dynamo Revit and exported to Twinmotion for rendering.

EXTER

RIOR PERSPECTIVE 73

3D VISUALIZATION A PROPOSED 8-STOREY RESIDENTIAL BUILDING COURSE:

ARCHITECTURAL TECHNOLOGY AND STUDIO 05 INSTRUCTORS:

STEPHANIE ADMAS DESIGN & PRODUCTION:

GROUP WORK PERIOD:

SPRING 2021

LOBBY AREA

This is a studio project of an 8-storey apartment building showing perspectives of interior areas featured in the project. Work Flow: Modeled using Revit and exported to Twinmotion for rendering.

COMMUNITY ROOM

Sample interior layout for 3-bedroom units featuring its combined living, dining, and kitchen area.

VIEW 1 FROM MAIN ENTRANCE

VIEW 2 FROM LIVING AREA 75

3D VISUALIZATION A 2-STOREY DETACHED HOUSE

MAIN ENTRANCE

This is a rendering study and practice of a Modern Concept 2-storey \ Detached House featuring different views of interior areas. Work Flow: Modeled in Revit and rendered using Enscape 3d

KITCHEN AREA

LIVING AREA

MASTER BEDROOM 77

“We shape our buildings; thereafter they shape us” –Winston Churchill thank you.