Page 1

Shiva Vakilzadeh Architecture Portfolio 1


2


3


4


5


6


TABLE OF CONTENT:

Kish Island Tourism Complex

1

8

9

1

2

2A

3

4

5

6

7

8

Building

2

9

11

11

11a

12a

13 Consultant Address Address Phone Fax e-mail

11248

11248

11248

11248

11983

Consultant Address Address Phone Fax e-mail

33010

1

2

4208

A.8.1

W4 D3 FUTURE WASHROOM

D3

1000 915

86753

18288

110 12 m²

1

Main Floor PLAN

A9

1 : 200

107 9 m²

W3

MEETING ROOM

103 9 m²

18364

16619

OFFICE

EXTERIOR MATERIALS AND FINISHES

W1

OFFICE 104 9 m²

W1

OFFICE OFFICE

MALE WASHROOM

6" GLAZED WALL

105 9 m²

108 10 m²

109 17 m²

9" PRECAST PANNEL WALL

OFFICE 106 9 m²

FEMALE WASHROOM

4 m²

W2

Warehouse

8" INSUL. METAL SIDING WALL

W1 MAIN ENTRANCE DOORS

W3

GENERAL STEEL DOORS 8' ROLL UP DOORS

D1

3316

10' ROLL UP DOORS

2980 D2

CHANGING ROOM

28557

D4

WASHROOM

ELECTRICAL

28577

5719

CHANGING ROOM

D3

No.

SPRINK.

WASHROOM

Description

16

Date

w2 W4

1

D5

A.7.1

6878

13716 13716

Proposed Warehouse 9 Not Enclosed

T.O.Roof 30'-5 3/16"

OWNER : Pietro Ferrari

www.autodesk.com/revit T.O Dormer Wall 25'-8"

Consultant Address Address Phone Fax e-mail

Roof 20'-0" U/S of Ceiling 2 19'-0"

Indusrial Warehouse

Consultant Address Address Phone Fax e-mail

Ground Floor Plan

Consultant Address Address Phone Fax e-mail

0001

Project number Consultant Address Address Phone Fax e-mail

Second Floor 10'-0" U/S of Ceiling 1 8'-11 1/4"

No.

Tracey Loston

Checked by

A.3.1

Date

1 : 200

Scale

Dream House

Assignment 1

Top of Footing -9'-10 3/4"

Small Building Longitudinal Section

Longitudinal Section 1/4" = 1'-0"

Project number Date

Drawn by

Checked by

A8

Scale

001 11/12/2017 Author Checker

1/4" = 1'-0"

4/4/2018 11:14:39 AM

1

4 Description

Basement -9'-2 3/4"

Vakilzadeh & Pirouznia

Drawn by

Consultant Address Address Phone Fax e-mail

First Floor 0" Grade -10 3/4"

3/25/2018

Date

2018-03-25 9:27:07 PM

1

915

96461

OFFICE

W4

D5

D2

18288

W3

SHIPPING

D3

102 9 m²

PROPOSED OFFICE

111 11 m²

505

1 A.5.1

101 9 m²

OFFICE

112 10 m²

Room

Room

4200 302

D2

OFFICE

113 5 m² KITCHEN

W3

762 5966 762 539

5200

8000 30470 2320 8000

F

G

W4

3913 18326

8000

E

1898 24001200240012002400 2000915

Ex

286

5680

6782

48873

5200

8000

1 A.5.0

COMPUTER ROOM

114 5 m²

UP

291 762

8600

8000

3

FUTURE WASHROOM

985 915 2790

1 A.7.0

True North

1379 160

VESTIBULE

UP STORAGE ROOM

D

Construction North

15682

4906

2652

2650

1761

D2

400

3050

915

A.7.0

1

B

C

A.7.1

16645 86098

2

A.6.1

2

A.8.1

118731 915

400

1416 315

11248

1979

22496 7040

28930

---

A

12

www.autodesk.com/revit

10

135855 11248

Ax

15

20

21

5

Office www.autodesk.com/revit

Consultant Address Address Address Phone

Consultant Address Address Address Phone

24

Consultant Address Address Address Phone

Consultant Address Address Address Phone

1 FRONT DOOR PERSPECTIVE

Consultant Address Address Address Phone

3 SE PERSPECTIVE

No.

Description

Date

2 A7

SUSTAINABLELITY FEATURES

Top of Roof Baslc 32'-0" Roof 30'-0" U/S of Roof 28'-2 1/2"

www.autodesk.com/revit Top of Basic. 3rd Flr 23'-6"

Assignment 1

Consultant Address Address Address Phone

Shiv Co.

Consultant Address Address Address Phone

PERSPECTIVE SOLAR PANEL: CONCER 2 SE ISO VIEW SUNLIGHT TO NTHE ELECTRICITY

Consultant Address Address Address Phone

Second Floor 10'-0" U/S of Ceiling 1 9'-1 1/4"

First Floor 0"

Drawn By

Consultant Address Address Address Phone

Grade -1'-0" 1 South 1/4" = 1'-0"

1

No.

A7

Roof 30'-0" U/S of Roof 28'-2 1/2"

Third Floor 20'-0"

U/S of Ceiling 2 18'-11 1/4"

Second Floor 10'-0"

U/S of Ceiling 1 9'-1 1/4"

Scale

A1

001 1/17/2018 Author Checker

Green Design

Date

Low-expending foam seals around windows doors, and mechanical Assignment and1 electrical penetrations Used 2 layers of sealer between the top of foundation and the Shiv Co.bottom of the seal plat.

U/S of Roof 3rd Flr. Balc 18'-2 1/2"

28

The third line of the defense is to seal the interior of the envelop with open cell- spray foam, 10”. Thick of in the walls 14” thick in the roof.

ELEVATIONS

First Floor 0" Grade -1'-0"

Project Number 2 East 1/4" = 1'-0"

6

Description

Top of Roof Baslc 32'-0"

Top of Basic. 3rd Flr 23'-6"

Checked By

Date Drawn By Checked By

Scale

A5

001 1/17/2018 Author Checker

1/4" = 1'-0"

4/4/2018 11:26:19 AM

24

Project Number Date

Consultant Address Address Address Phone

U/S of Roof 2nd Flr. Balc 7 8'-2 1/2"

4 NW PERSPECTIVE

4/4/2018 11:26:10 AM

Third Floor 20'-0" U/S of Ceiling 2 18'-11 1/4"

U/S of Roof 3rd Flr. Balc 18'-2 1/2" Top of Balc. 2nd Flr. 13'-6"

Rain Barrel Use rain barrel technology which can collects and stores rain for future use to water lawns and gardens. Rain barrels can also prevent drainage problems around your home’s foundation, by collecting rooftop runoff from your home’s downspouts.

27

7


kish island Tourism Complex is one of the prject that proposed for tourism attraction. This area is consist of hotels and some entetainment places such as: play ground, riding bicycle, acquarium, and musium. Kish island Tourism Complex landscape has many spices plan based on the climate conditions. It has been placed near Greec ship which is a tourism attractivness.

8


9


Kish island Tourism Complex Kish, like the other Persian Gulf Islands, especially the islands in the Strait of Hormuz, is located on a narrow strip of tropical vegetation in the Northern Hemisphere plan based on the climate conditions. It has been placed near Greec ship which is a tourism attractivness. consist Kish, like the other Persian Gulf Islands, especially the islands in the Strait of Hormuz, is located on a narrow strip of tropical vegetation in the Northern Hemisphere.

10


11


Sayah Building Sayah building is located in one of the luxury region in Iran. It has three levels. and oll of them are residential. in the basement there are several units for their maids. there are three old tree. the main concept war keeping them. So the shape of the building was based on the percentage of building area and conserving these trees. The material of this building are travetin for veneer facade .

12


13


Sayah Building

14


15


Warehouse Vaughan

SHIVA VAKILZADEH 101082238

The Warehouse is licated at Vaughan region. Theproject structure is concrete for foundation and metal for column. OWSJ has een used for joist. the warehouse has one level for warehouse and office area has two levels. The walls are three types such as metal, glass ,and concrete wall. the roof deck is metal. based on location this project usese the maximum amount of sunligh during the day. The landscape are used for parking area and suitable plants for this location.

EXTERIOR MATERIALS AND FINISHES

W1

14" THICK POURED CONCRETE TREN PRIMETER

W2

9" THICK PRECAST CONCRETE PANN

W3

6" THICK GLAZED CURTAIN WALL IN ALUMINUM FRAME

D1

MAIN ENTRANCE DOOR

D2

GENERAL STEEL DOOR

D3

8' STEEL TRACK STANDARD DOOR

D4

10' STEEL TRACK STANDARD DOOR

NOTES:

5'-6" DIAMETER REINFORCED CONCR FOUNDATION EXTENDING 15' BELOW 9" THICK REINFORCED CONCRETE TR GRADE AT PRIMETER 8"X8" WIDE FLANGE COLUMNS ("I" CO WALL OF BUILDING 8"X8" HSS INTERNAL COLUMNS 24" DEEP OPEN WEB STEEL JOIST (O SPANNING FROM GIRDER TO GIRDER STEEL BEAM SPAN 24' TO 40' TOP OF GROUND FLOOR SLAB TO TO STEEL AT ROOF = 28'-0" TOP OF GRAND FLOOR SLAB TO TOP SECOND FLOOR = 13'-6" TOP OF STRUCTURAL STEEL AT ROO 12" 8" CONCRETE BLOCKS WALL MAIN OF UNDERSIDE OF METAL ROOF DECK ALL WALLS ARE 8" CONCRETE BLOCK

• • • • • • • • • • •

notes 1 : 200

3D View 1

1

SITE AND PROJECT DATA

LEGEND

LEGAL DESCRIPTION BLOCK A MAIN DOOR LOCATION REGESTERED PLAN A2005-2018 CITY OF VAUGHAN REGIONAL MUNICIPALITY OF YORK INFORMAATION TAKEN FROM: BLOCK REFERENCE PLAN INPREPARED BY: S.PIROUZNIA & S.VAKILZADE

DRIVE-IN LOCATION

ENTRANCE & EXIT VESTIBULES ZONING DESIGNATION: EM2 LOADING DECK LOCATION SITE AREA : 5949 m2

DIRECTION OF TRAFFIC FLOW

REQUIRED

BUILDING STATISTICS

Proposed (G.F.A)

9118 m2 (98145 S.F.)

GROUND FLOOR AREA GROUNG FLOOR OFFICE

LANDSCAPE ISLAND: 150 CONC. CURB CONT. AS SHOWN C/W LANDSCAPING

5636 m2 (60665 S.F.) 312 m2

(3360 S.F.)

ZONING INFORMATION COMMERCIAL/ INDUSTRIAL

www.autodesk.com/revit

PAINTED ISLAND PAINTED TRAFIC ISLAND

15196 x 39%=5949 m2 (64023 S.F.)

PARKING REQUIRED LIGHT DUTY ASPHALT PAVING CAR PARKING & DRIVEWAYS

WAREHOUSE OFFICE

5949 /100 PER = 60 312 x3.5/*100 PER = 11

15

LESS THAN 100 PARKING=1

HANDICAPPED SPACES

4

PARKING PROVIDED

72

LANDSCAPING

Consultant Address Address Phone Fax e-mail

90

109

Consultant Address Address Phone Fax e-mail

9118.6 x 5%=455 m2 (4897 S.F.) 559 m2 (6017S.F.)%

6000

North Street Property Line N 73° 05' 24" E 3150

153.72 m

48

6000

2600

6000

22176

min. Setback

15

3900

6000

17

True North

4000

2576

Construction North

SIDE WALK SIDE WALK

2500

12000

135720

6000

6000

Date

East Street

Landscape Area

S 16° 54' 36" E

Description

Property Line

77684 14960

Block E

99.86 m

2580

99.86 m

Block A Proposed Warehouse Area = 5949 m2 Zoning =EM2

Property Line

N 16° 54' 36" W

No.

DN

OWNER : Pietro Ferrari UP

18475

17374

SIDE WALK

Indusrial Warehouse

SIDE WALK

6004

25

Landscape Area

Site Plan

9 R=

min. Setback

Landscape Area

3/25/2018

min. Setback

Drawn by 8000

15 R=

15910

Date

1 : 200

Block B

Checked by

Tracey Loston

A.2.0 Scale

1 : 200

2018-03-25 9:27:06 PM

SITE PLAN

Vakilzadeh & Pirouznia

S 73° 05' 24" W 153.72 m

1

min. Setback

min. Setback

Property Line

16

0001

Project number

R= 12


1

2

2A

3

4

5

6

7

8

9

10

11

11a

12a

13 Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail

11248

22496 7040

11248

11248

11248

11248

11248

1979

135855 11983

33010

1

2

4208

28930

-

915

86098

915

1761

UP

114 5 m²

8600 5200

OFFICE

113 5 m²

101 9 m²

KITCHEN

W3

OFFICE

112 10 m²

102 9 m²

Room

PROPOSED OFFICE

111 11 m²

W3

Room

OFFICE

110 12 m²

107 9 m²

W3

MEETING ROOM

EXTERIOR MATERIALS A

W1

OFFICE 104 9 m²

OFFICE

W1

6" GLAZED

105 9 m²

108 10 m²

9" PRECA

OFFICE

MALE WASHROOM

106 9 m²

FEMALE WASHROOM

985 915 2790

30470

4 m²

W2

8" INSUL.

W1

MAIN ENT

W3

GENERAL

8' ROLL U

5200

8000

103 9 m²

OFFICE

109 17 m²

W4

D1

10' ROLL U

2980

48873

3316

D

OFFICE

1 A.5.0

18364

8000 8000

COMPUTER ROOM

FUTURE WASHROOM

B

C

1416 315

VESTIBULE

1 A.8.1

UP

1

1379 160

D2

400

STORAGE ROOM

A.7.0

Construction North

15682

A.7.0

16619

2650

A

400

2652

3050

Ax

A.7.1

16645

2

---

A.6.1

2

A.8.1

118731

D2

28557 ELECTRICAL SPRINK.

w2 1

D5

A.7.1

D2

86753

915

6878

13716

96461

12

11b 11

11a

10

9

13716

8

7

6

5

4

Proposed Warehouse

3

3a

2 UB305x165x40

Not Enclosed

1 : 200 W3

W2

D1

W2

W2

W2

9066 Top of Steel 8762 8838

Main Floor PLAN W2 D4 D4

D2

Mezzanine 4342 Main Floor 228

12a

12

11b 11

11a

10

9

8

7

6

5

4

3

3a

2

1

OWNER

U/S of Caisson Top of Parapet -4572

NORTH ELEVATION

2 D1

W2

W2

W2

W2 D4 D4

D2

Indusr

9066 Top of Steel 8762 Mezzanine

8838

1 : 200

W2

W3

UB305x165x40

4420 304

W3

4342

4114

13

Grou

Main Floor 228

Project number U/S of Caisson -4572

Date

NORTH ELEVATION

2

Drawn by

1 : 200 Checked by

1

2

3a

3

4

5

6

7

8

9

10

11

11b

11a

12

12a

13 Top of Parapet

W3

A

9066

W2

W2

W2

w2

W2

W3

1

2

3a

D1

D1

228

D2

3

4

5

6

7

8

9

10

11

11b

11a

12

12a

9066

W2

D4

2350 1764

4724

Top of Steel w2

8762 Mezzanine 4342

Scale

Top of Door 2578 Main Floor 228

13

U/S of Caisson Top of Parapet-4572

W3

9066

Top of Steel

D4

W2

W2 D2

W2

3

SOUTH ELEVATION

w2 W2

w2

W3

1 : 200 D1

D1

9066

W2

4724

1

1 Top of Parapet

9

W3

4420 304

12a

4114

1000 915

18288

4906

W4 D5

505 4200 302

FUTURE WASHROOM

D3

13

28577

CHANGING ROOM

CHANGING ROOM

762 5966 762 539 5719

W4 D3

18288

D

291 762

D3

A.5.1

No.

SHIPPING

1

WASHROOM

2350 1764

G

D2

D4

WASHROOM

228

8000

F

W4

1898 24001200240012002400 2000915 3913

18326

8000

E

2320

Ex

286

5680

6782

D3

8762 Mezzanine 4342 Top of Door 2578 Main Floor 228

U/S of Caisson -4572

17


Warehouse Vaughan

11

12

Ax www.autodesk.com/revit

3 A.8.1

1640 1552

ROOFING MEMBRANE INSULATION BOARD RIGID INSUL. VAPOUR BARRIER STRUCTURAL STEEL DECK

Top of Parapet 9066 Top of Parapet 304

The most important part in this project is the details. The wall is 9” preconcrete and metal wall for warehouse and for office area is glass curtain wall. the joint point between each area and designing the detail for each wall section and plan callout was the main part of this project. As well, there are some drive -in places for truck with diffrent specification.

9066

Precast Concrete Parapet

Top of Steel

Consultant Address Address Phone Fax e-mail

8762 Consultant Address Address Phone Fax e-mail

SPANDRAL PANEL

9" Precast Concrete wall

4765

4724

VISUAL PANEL

4724

6" STEEL STUDS @ 16" O/C

STOP BOLT

8838

HORIZENTAL MULIION

8763

DECK SEALS SERCO OR EQUAL

Mezzanine

Mezzanine

4342

4342 SMOOTH BAND FOR DOCK SEAL

250X250 mm STEEL SECTIONAL O.H DOOR. C/W STANDARD TRACK & HARDWARE, PAINTED MAX. HIGH LEFT

1764

BATT INSUL

SPANDRAL PANEL

Top of Door

Top of Door D5

VISUAL PANEL

4114

2578

4114

2578

No.

Description

Da

2350

2350

---

4

280 mm POURED CONCRETE SLAB ANCHOR BOLT EARTH GRAVEL SLAP

A.8.1

POURED CONCRETE FOR DOCK 200mm THICK REINFORCED CONCRETE SLAB

GRAVEL

228

GRADE

FIN. GROUND FLOOR

254

253

Main Floor

TRUCK BUMPER

top of caisson -25

SPRAY-ON TEXTURE COATING. COLOUR MATCH PRECAST

250 mm CONC WALL

bottom of trench wall

2" RIGID PERIMETER INSULATION MIN. 600 mm BELOW FINISHED GRADE

200 mm CONC. SLAB

355 mm TRENCH WALL

-1219

OWNER : Pietro Ferra

2

Wall Section 3

1

Wall Section 4

Indusrial Warehouse

1 : 25

1 : 25

Wall Sections 1

0

Project number

DOOR JAMB

PR

3/25/2

Date

RIGID INSUL. CONCRETE JOINT

Drawn by

Checked by

Shiva Vakilza

Tracey Los

METAL PANEL RIGID INSUL.

A.7.1

Ax

A 8"x8" WIDE FLANGE STEEL Scale COLUMN W/ SPRAY ON FIRE PROOFING

18

1

Main Floor PLAN - Callout 2 1:5

1


11

12

Ax www.autodesk.com/revit

3 A.8.1

Top of Roof Baslc 32'-0"

1640 1552

ROOFING MEMBRANE INSULATION BOARD RIGID INSUL. VAPOUR BARRIER STRUCTURAL STEEL DECK

Top of Parapet

3 A8

304

9066

Roof 30'-0"

Consultant Address Address Phone Fax e-mail

Top of Parapet 9066

Precast Concrete Parapet

Top of Steel U/S of Roof 28'-2 1/2"

8762

Top of Roof Baslc 32'-0" www.autodesk.com/revit

Consultant Address Address Phone Fax e-mail

SPANDRAL PANEL

Consultant Address Address Address Phone

9" Precast Concrete wall

Consultant Address Address Address Phone

VISUAL PANEL

Roof 30'-0"

4724

4724

4765

6" STEEL STUDS @ 16" O/C

Consultant Address Address Address Phone

Consultant Address Address Address Phone

Third Floor 20'-0"

4 A8

U/S of Ceiling 2 18'-11 1/4"

U/S of Roof 28'-2 1/2"

STOP BOLT

Consultant Address Address Address Phone

8838

HORIZENTAL MULIION

8763

DECK SEALS SERCO OR EQUAL

Mezzanine

Mezzanine

4342

3

4342

WALL SECTION AT ROOF 2"=1'-0"

SMOOTH BAND FOR DOCK SEAL BATT INSUL

No.

1764

250X250 mm STEEL SECTIONAL O.H DOOR. C/W STANDARD TRACK & HARDWARE, PAINTED MAX. HIGH LEFT

SPANDRAL PANEL

Description

First Floor 0"

Top of Door

Top of Door D5

VISUAL PANEL

Second Floor 10'-0"

1

No. VAPOUR BARRIER

U/S of Ceiling 1 9'-1 1/4"

RIGID INSUL.

280 mm POURED CONCRETE SLAB

CLAZED CURTAIN WALL

Description

CURTAIN WALL FRAME

Date

Consultant Address Address Phone Fax e-mail

Third Floor 20'-0"

Grade -1'-0"

SOLID BLOCKING

GLAZE Consultant Address Address Phone Fax e-mail

U/S of Ceiling 2 18'-11 1/4"

2 WALL SECTION AT GRADE 2" =1'-0"

4

CONCRETE

ANCHOR BOLT EARTH GRAVEL SLAP

PRECAST CONCRETE PANEL STUCTURE WYTHE RIGHID INSULATION EXTERIOR WYTHE

2350

DOOR JAMB

2350

---

www.autodesk.com/revit

PRECAST CURTAIN WALL

2578 4114

4114

2578

A.8.1

Assignment 1

JOINT POURED CONCRETE FOR DOCK 200mm THICK REINFORCED CONCRETE SLAB

GRAVEL FIN. GROUND FLOOR

RIGID INSUL.

228

GRADE

254

WEATHER SEAL 253

METAL PANEL

Main Floor

TRUCK BUMPER

A

2 A8

bottom of trench wall

WALL SECTION

FLANGE STEEL 2" RIGID PERIMETER INSULATION MIN. 600 W/ COLUMN mm BELOW FINISHED SPRAY ON FIRE GRADE

INTERIOR

PROOFING

200 mm CONC. SLAB

Project Number

355 mm TRENCH WALL

First Floor 0"

-1219

Shiv Co.

-25

8"x8" WIDE

SPRAY-ON TEXTURE COATING. COLOUR MATCH PRECAST

250 mm CONC WALL

8"X8" WIDE FLANGE STEEL COLUMNW/SPRAY ON FIRE PROTECTION

top of caisson

Ax

WALL SECTION AT FLOOR LINE 4 OF WEATHER = 1'-0" SEAL2"BEYOND

EXTERIOR

Grade -1'-0"

1/

Date Drawn By

A8

OWNER : Pietro Ferrari 1 WALL SECTION 3/4" = 1'-0"

2

1

Wall Section 3

Scale

Main Floor PLAN - Callout 2

1

1:5

C

Checked By

Wall Section 4

2

As in

Main Floor PLAN - Callout 3 1:5

Indusrial Warehouse

1 : 25

No.

Description

1 : 25 www.autodesk.com/revit

PRECAST CURTAIN WALL

Wall Sections

CLAZED CURTAIN WALL CURTAIN WALL FRAME

RECAST CONCRETE PANEL STUCTURE WYTHE RIGHID INSULATION EXTERIOR WYTHE

SOLID BLOCKING

FIN. GROUND FLOOR

Consultant Address Address Phone Fax e-mail

VAPOUR BARRIER

Project number

GLAZE Consultant Address Address Phone Fax e-mail

ROOFING MEMBRANE INSULATION COVER BOARD RIGID INSUL. VAPOUR BARRIER STRUCTUTAL STEEL DECK

PRECAST CONCRETE PARAPET

Drawn by

GRADE

Checked by

0001

3/25/2018

Date

TRUCK BUMPER 4" CANT

POURED CONCRETE FOR DOCK 200mm THICK REINFORCED CONCRETE SLAB

Shiva Vakilzadeh Tracey Loston

WEATHER SEAL

A.7.1

9" PRECAST CONCRETE

Scale

INTERIOR

EXTERIOR

1 : 25

2018-03-25 9:27:43 PM

OWNER : Pietro F 8"X8" WIDE FLANGE STEEL COLUMNW/SPRAY ON FIRE PROTECTION

Indusrial Wareho

Plan & Section De

LINE OF WEATHER SEAL BEYOND Project number

SPRAY-ON TEXTURE COATING. COLOUR MATCH PRECAST

355 mm TRENCH WALL

2" RIGID PERIMETER INSULATION MIN. 600 mm BELOW FINISHED GRADE

Date

Drawn by

Checked by

2

Main Floor PLAN - Callout 3 1:5

No.

Description

Date

3

Wall Section 4 - Callout 1 1:5

4

Shiva V

Trac

19 A.8.1

Wall Section 4 - Callout 2 1:5

Scale


Dream Office Dream Building was the georgebrown college project. This was designed with Revit software. Dream house has sloped roof . It is located in Toronto. the material concrete and wood. he entrance is glass curtain wall. it is a house with two bedroom and office inside. There is a basement with concrete slab .

20 1

Front Perspective


46'-0" 2'-3 1/2"

7'-5 3/8"

6'-5 1/2"

www.autodesk.com/revit

2'-4 1/8"

4'-5 5/8"

1

1

4'-11 1/4"

2'-3 1/2"

1

3

6" 6" 1'-8"

1

1

7'-4"

3'-4"

Office

Washroom

6

5

199 SF

1'-8"

1

8'-5"

1

2

2'-3 9/16" 2'-3 9/16"

4'-2 1/2"

2 13'-11"

office

3

Reception

117 SF

1

Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail

8'-6"

4

A8

17'-0"

DN

SF

8'-6"

4 18'-0 1/2" 174

3'-4"

5'-3 1/4"

Office

30'-0"

Consultant Address Address Phone Fax e-mail

3

2

Consultant Address Address Phone Fax e-mail

4'-2 1/2"

280 SF 2

4'-0"

3'-0"

UP

1

128 SF No.

UP

8'-0"

1 6'-11 1/2"

12

2'-11 7/8"

6'-11"

120 SF

Room

Description

Date

3'-0 15/16"

2

8'-8 5/8"

1

11'-10 1/8"

2

Office

4'-7 1/8"

1 6'-11 1/2"

1 A9

1

42'-0"

First Floor Plan 1/4" = 1'-0"

Assignment 1 Small Building First Floor Plan

1 A9

1

A8

T.O.Roof 30'-5 3/16"

T.O.Roof 30'-5 3/16"

Project number www.autodesk.com/revit

Date

www.autodesk.com/revit

T.O Dormer Wall 25'-8"

Roof 20'-0" U/S of Ceiling 2 19'-0"

Second Floor 10'-0" U/S of Ceiling 1 8'-11 1/4"

First Floor 0" Grade -10 3/4"

Roof 20'-0" U/S of Ceiling 2 19'-0"

Consultant Address Address Phone Fax e-mail

Drawn by

Consultant Address Address Phone Fax e-mail

Checked by

A2

Consultant Address Address Phone Fax e-mail

Scale

Consultant Address Address Phone Fax e-mail

Consultant Address Address Phone Fax e-mail

Second Floor 10'-0" U/S of Ceiling 1 8'-11 1/4"

Consultant Address Address Phone Fax e-mail

1/4" = 1'-0"

Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail

Consultant Address Address Phone Fax e-mail

First Floor 0" Grade -10 3/4"

No.

Basement -9'-2 3/4" Top of Footing -9'-10 3/4"

T.O Dormer Wall 25'-8"

Consultant Address Address Phone Fax e-mail

001 11/12/2017 Shiva Vakilzadeh AR

4/4/2018 11:14:33 AM

1 A8

4'-1 1/2"

6" 6"

Consultant Address Address Phone Fax e-mail

Description

No.

Description

Date

Date

Basement -9'-2 3/4"

Assignment 1

Top of Footing -9'-10 3/4"

Assignment 1 Small Building East Elevation

Small Building South Elavtions

South Elevation 1 1/4" = 1'-0"

Project number Date Drawn by

001 11/12/2017 Shiva Vakilzadeh

21


Dream Office In this project we provide all drwing draft and 3D view like all elevations, cross sections, plans ,and details . Using Indesign software to modify views was another positive point of this project. In this page there is 3D view , cross section ,and details.

22


1 A9

Roof 20'-0" U/S of Ceiling 2 19'-0"

T.O.Roof 30'-5 3/16" www.autodesk.com/revit T.O Dormer Wall 25'-8"

Roof 20'-0" U/S of Ceiling 2 19'-0"

Consultant Address Address Phone Fax e-mail

2 A9

Consultant Address Address Phone Fax e-mail

Second Floor 10'-0" U/S of Ceiling 1 8'-11 1/4"

Consultant Address Address Phone Fax e-mail

Second Floor 10'-0" U/S of Ceiling 1 8'-11 1/4"

Consultant Address Address Phone Fax e-mail

U/S of Ceiling 1 8'-11 1/4"

Consultant Address Address Phone Fax e-mail

No.

Basement -9'-2 3/4"

Longitudinal Section 1/4" = 1'-0"

Description

Date Drawn by

Checked by

A8 Scale

Wall Detail 1 1/2" = 1'-0"

Basement -9'-2 3/4" Top of Footing -9'-10 3/4"

Small Building Longitudinal Wall Cross Section 1 Section 3/8" = 1'-0" Project number

2

Date

Assignment 1

Top of Footing -9'-10 3/4"

1

First Floor 0" Grade -10 3/4"

001 11/12/2017 Author Checker

1/4" = 1'-0"

4/4/2018 11:14:39 AM

First Floor 0" Grade -10 3/4"

Second Floor 10'-0"

23


Office SThe location of this building is the North of Toronto this project was provided in revit as well. This office consist of entrance ,washrooms, offices, elevator, and conferance saloon. This project was in imperial .

1 FRONT DOOR PERSPECTIVE

3

www.autodesk.com/revit

Consultant Address Address Address Phone

Consultant Address Address Address Phone

Consultant Address Address Address Phone

2

1 FRONT DOOR PERSPECTIVE

24

Consultant Address Address Address Phone

SE ISO VIEW

3 SE PERSPECTIVE

Consultant Address Address Address Phone

4


www.autodesk.com/revit

Consultant Address Address Address Phone W3

W3

W3

W3

W3

W3

W3

7'-11 1/8"

Consultant Address Address Address Phone

Consultant Address Address Address Phone

BALCONY W3

OFFICE

11

D3

356 SF

W3

OFFICE

OFFICE

12

13 Redundant Room

464 SF

EMPLOYEE ROOM / KITCHEN

Consultant Address Address Address Phone

16 1

631 SF

A7

W3

6'-3 1/4" 8"

BATH RM.

W3

BATH RM.

Consultant Address Address Address Phone

8"

D2

D2

D2 W3

4'-6 1/4"

D3

8"

D2

8"

D2

D2

D2 W3

8"

8"

W3

No.

D2 6'-10 3/8"

OFFICE

Date

10

W3

OFFICE

438 SF

A7

OFFICE

14

W4

W3

15

457 SF

457 SF

W2

W2

W2

W2

W2 W2

W3

W3

W3

W3

W3

W3

2 A7

1 A8

Assignment 1 Shiv Co.

Second Floor 1/4" = 1'-0" 22'-1 1/4"

69'-10 3/4"

10'-2 1/4"

5'-7"

6'-6"

W3

7'-6 1/2"

W3

24'-0"

7'-6 1/2"

W3

7'-6 1/2"

7'-6 1/2"

W3

7'-6 1/2"

W3

7'-6 1/2"

W3

W3

Consultant Address Address Address Phone

W3

D12

6'-10 7/8"

5

4 D2

2

W3

W3

BOARD ROOM

D2

7

D9

306 SF D2

D1

6'-0"

36'-10 1/2"

7'-7 3/8"

4'-2 1/2"

D1

12'-11"

8'-9 1/8"

W2

11'-0"

W1

W2

W2

W3

7'-2 3/4"

1

7

OFFICE

457 SF

8

W2

6'-1 1/2"

13'-10 1/2"

Date

W2

W3

7'-2 3/4"

Description

457 SF

W2

W3

7'-2 3/4"

No.

W3

OFFICE

10'-0"

10'-1 1/4"

3 436 SF

2'-5 1/2" 2'-5 1/2" 2'-5 1/2" 2'-5 1/2"

OFFICE

7'-7 3/8"

22'-7 5/8" 6'-2"

2'-6" 20'-2 1/2"

W3

1

W3 7'-7 3/8" 24'-0"

184 SF

A7

Consultant Address Address Address Phone

20'-7 1/2"

1

1/4" = 1'-0"

D2 W3

Foyer

6'-10 7/8"

Room

6'-4"

631 SF

6'-8 1/4"

D2

A3

Consultant Address Address Address Phone

W3

9

302 SF

Scale

1

50'-6 1/2"

D2

4

Checked By

001 1/17/2018 Author Checker

A7

6'-10 7/8"

593 SF

D2

Consultant Address Address Address Phone 29'-11"

RECEPTION

OFFICE

Drawn By

W3

464 SF

464 SF

20'-6"

13'-8"

Room

OFFICE D2

Consultant Address Address Address Phone

6'-10 7/8"

BATH RM.

D2

Project Number Date

BATH RM.

W3

SECOND FLOOR PLAN

www.autodesk.com/revit

4/4/2018 11:26:13 AM

1

3'-6 5/8"

1

Description

6'-10 3/8"

7'-6 1/2"

W3

7'-6 1/2"

W3

7'-6 1/2"

7'-6 1/2"

W3

7'-6 1/2"

7'-6 1/2"

24'-0"

A8 2 A7

48'-0"

Assignment 1 1

Shiv Co.

First Floor 1/4" = 1'-0"

FIRST FLOOR PLAN Project Number Date

001 1/17/2018

25


Office This building a Revit project which is located in Toronto. this building is three level building with flat roof. providing different view is the main purpose of this project. The combination of 2 different type of building is one of the critical problem in this project .

2 A7

To

Top o

U/S

IVE

3 SE PERSPECTIVE

1

SOUTH LONDITUDINAL SECTION 1/4" = 1'-0"

1 A7

Top of Roof Baslc 32'-0" Roof 30'-0" U/S of Roof 28'-2 1/2"

Third Floor 20'-0" U/S of Ceiling 2 18'-11 1/4"

Top of Balc. 2nd Flr. 13'-6"

Second Floor 10'-0" U/S of Ceiling 1 9'-1 1/4" U/S of Roof 2nd Flr. Balc 7 8'-2 1/2"

First Floor 0" Grade -1'-0" 2 WEST CROSS SECTION 1/4" = 1'-0"

26


2 A7

Top of Roof Baslc 32'-0" Roof 30'-0" U/S of Roof 28'-2 1/2"

www.autodesk.com/revit Top of Basic. 3rd Flr 23'-6"

Third Floor 20'-0"

Consultant Address Address Address Phone

U/S of Ceiling 2 18'-11 1/4"

Consultant Address Address Address Phone

U/S of Roof 3rd Flr. Balc 18'-2 1/2" Top of Balc. 2nd Flr. 13'-6"

Consultant Address Address Address Phone

Second Floor 10'-0" U/S of Ceiling 1 9'-1 1/4"

Consultant Address Address Address Phone

U/S of Roof 2nd Flr. Balc 7 8'-2 1/2" First Floor 0"

Consultant Address Address Address Phone

Grade -1'-0" 1 South 1/4" = 1'-0"

1 A8

Top of Roof Baslc 32'-0" Roof 30'-0" No. U/S of Roof 28'-2 1/2"

1 A7

Top of Roof Baslc 32'-0" Roof 30'-0"

Description

www.autodesk.

Top of Basic. 3rd Flr 23'-6"

U/S of Roof 28'-2 1/2"

Consultant Address Address Address Phone

Third Floor 20'-0" Top of Basic. 3rd Flr 23'-6"

U/S of Ceiling 2 18'-11 1/4" U/S of Roof 3rd Flr. Balc 18'-2 1/2"

Third Floor 20'-0"

Consultant Address Address Address Phone

Top of Balc. 2nd Flr. 13'-6"

U/S of Ceiling 2 18'-11 1/4" U/S of Roof 3rd Flr. Balc 18'-2 1/2"

Consultant Address Address Address Phone

Second Floor 10'-0" U/S of Ceiling 1 9'-1 1/4"

Second Floor 10'-0"

Assignment 1 Consultant Address Address Address Phone

U/S of Roof 2nd Flr. Balc 7 8'-2 1/2"

Shiv Co.

First Floor 0"

U/S of Ceiling 1 9'-1 1/4"

Grade -1'-0"

First Floor 0"

Consultant Address Address Address Phone

ELEVATIONS

Grade -1'-0"

1 North 1/4" = 1'-0"

Project Number

2 East 1/4" = 1'-0"

Drawn By Checked By

Top of Roof Baslc 32'-0" Roof 30'-0"

1 A7

Top of Roof Baslc 32'-0" Roof 30'-0" U/S of Roof 28'-2 1/2"

Third Floor 20'-0"

Top of Basic. 3rd Flr 23'-6" Third Floor 20'-0"

U/S of Roof 3rd Flr. Balc 18'-2 1/2"

U/S of Ceiling 2 18'-11 1/4"

Top of Balc. 2nd Flr. 13'-6" Second Floor 10'-0"

Second Floor 10'-0" U/S of Ceiling 1 9'-1 1/4"

U/S of Ceiling 1 9'-1 1/4" U/S of Roof 2nd Flr. Balc 7 8'-2 1/2"

First Floor 0" Grade -1'-0"

First Floor 0"

Scale

U/S of Roof 28'-2 1/2"

U/S of Ceiling 2 18'-11 1/4"

1

1/

Date

2 A7

C

Descrip

1/4

www.autodesk.com/revit

Consultant Address Address Address Phone

Consultant Address Address Address Phone

Consultant Address Address Address Phone

Assignm

Consultant Address Address Address Phone

Shiv C

ELEVAT

Consultant Address Address Address Phone

Project Number

Grade -1'-0"

SOUTH LONDITUDINAL SECTION 1/4" = 1'-0"

No.

A5

Date Drawn By

2 West 1/4" = 1'-0"

Checked By 1 A7

No.

Description Scale

Top of Roof Baslc 32'-0" Roof 30'-0" U/S of Roof 28'-2 1/2"

27

A6

D


Green Building The “Public café” is located in 750 Davenport Road the public café helps he community to get together and get to know each other. The Public café has sustainable features such as: solar panels, batt insolations, sustainable materials, net-zero energy ,and water wise.

Traffic study Based on the Traffic Count study provided by the City of Toronto’s Transportation Traffic Safety Unit for 2005-2013, the Average Annual Daily Traffic (AADT) at the Bathurst and 750 Davenport intersection is approximately 9,500 which could be considered as a medium traffic volume road. The study doesn’t include the truck percentage. The Davenport Road on both eastbound and westbound consists of 1 through lane and 1 left turning lane. It also consists of bike lane. The Bathurst Street has 2 through lanes on both northbound and southbound which shared with the streetcar Right of Way.

Site plan

28


SUSTAINABLELITY FEATURES

SOLAR PANEL: CONCER SUNLIGHT TO NTHE ELECTRICITY

Low-expending foam seals around windows doors, and mechanical and electrical penetrations Used 2 layers of sealer between the top of foundation and the bottom of the seal plat.

The third line of the defense is to seal the interior of the envelop with open cell- spray foam, 10”. Thick of in the walls 14” thick in the roof.

Rain Barrel Use rain barrel technology which can collects and stores rain for future use to water lawns and gardens. Rain barrels can also prevent drainage problems around your home’s foundation, by collecting rooftop runoff from your home’s downspouts.

29


30

Architectural portfolio  
Architectural portfolio  
Advertisement