Kiana Maslen Portfolio

ARCHITECTURE & INTERIOR DESIGN PORTFOLIO By: Kiana Maslen

CONTACT 11 DIANA AVE. GRIMSBY, ON L3M3R2 MAIN EMAIL: KIANAMASLEN@GMAIL.COM SECONDARY EMAIL: MASLENK796@GMAIL.COM MOBILE: 905-979-7824

ARCHITECTURAL TECHNOLOGIST & INTERIOR DESIGNER

HUMBER COLLEGE 2018-2021 - ADVANCED DIPLOMA IN ARCHITECTURAL TECHNOLOGY OCAD UNIVERSITY 2021-2023 - HONOURS BACHELOR OF DESIGN IN ENVIRONMENTAL DESIGN

ABOUT ME My name is Kiana Maslen, I am an artist and designer from Grimsby, ON, currently working as an Interior Designer in Beamsville, ON. Since a very young age I have had a passion for all things creative, and while my design journey began with hand drafting, wood working, and model building, I have since developed my skills and am now proficient in a variety of CAD softwares, such as AutoCAD(5 years) and Revit(4 years). I particularly enjoy producing 3D renderings, as I feel it is the best way to visualize the design and bring it to life. I have experience collaborating with clients to create spaces that fulfill their design needs/concerns, and in the last decade, I have obtained my Advanced Diploma in Architectural Technology and developed my understanding of building science and structure, and I have used that knowledge to produce working drawings. I have also obtained my Honours Bachelor of Design in Environmental Design, and have developed my understanding of creating sustainable designs that can successfully meet all of the clients needs, within the limits of their space. In addition, I also took many design related classes in high school, including Technological Design and Interior Design, where I first developed my understanding of the complexities needed to fully articulate the solutions to design-related charrettes. I also took both Junior and Senior construction classes, and became familiar with how to use the machines and tools in a woodshop to produce beautiful and functional creations. I am eager to continue my design journey, strengthen my skills, and to collaborate with clients to produce designs that exceed their expectations.

“The best way to predict the future is to create it.”

-

Abraham Lincoln

TABLE OF CONTENTS WESTON ROAD CONDO BUILDING

01

MILLRUN COMMUNITY CENTRE

05

RESORT MOTEL

11

GRIMSBY WATERFRONT COMMUNITY

19

QUARTZ HOTEL

29

ACHROMATIC APARTMENT DESIGN

37

BASEMENT RENOVATION

41

KITCHEN RENOVATION

45

WESTON ROAD CONDO BUILDING Done in collaboration with Pouya Sadatsharify and Marayah Melendez-Wastivino for the class Drafting and Detailing:Concrete, at Humber College Designed using AutoCAD, Revit & Twinmotion

01

Our goal was to design a structure that harmonizes with its environment, carefully considering the vegetation, sun exposure, surrounding roads, and surrounding buildings, etc. This 8-storey building stands out for its contemporary, forward-thinking architecture while still complementing the existing urban landscape. Through the use of building materials such as steel, concrete, and brick, our building still blends in seamlessly with the surrounding buildings and ensures that the existing essence of the neighbourhood is preserved. The ground level is multi-use and features retail outlets accessible to all, fostering a vibrant community spirit. Above, the podium level contains communal amenities, including a fitness center, social hall, conference area, and a large, breathtaking terrace. We are confident that our building will be a valuable and innovative contribution to this dynamic and evolving neighbourhood.

02

03

CONVENTIONAL ROOF SYSTEM SELF ADHERING BITUMINUOUS WATER SHEDDING MEMBRANE TAPERED WOOD BLOCKING AND PLYWOOD TO PROVIDE 2% MIN SLOPE TOWARDS ROOF

Level 3 7502

FILL CAVITY WITH SEMI RIGID MINERAL WOOL INSULATION F1 WS1 GSPH1

PREFINISHED METAL PARAPET CAP FLASHING WITH CLEATS

www.autodesk.com/revit

INSULATED ROOF PARAPET CURB (INSULATED WOOD FRAMING SHOWN STEEL STUD OR CONCRETE SIMILAR)

SEMI RIGID INSULATION OR SPRAY IN PLACE URETHANE FOAM INSULATION SHADING DEVICE

NON STRUCTURAL INFILL WALL AND INTERIOR FINISH WITH APPROPRIATE VAPOUR BARRIER (AS REQUIRED)

GSPH1 F1

PUNCHED TRIPLE GLAZED ALUMINUM WINDOW (OUTSIDE SWING) EXTERIOR WEATHER SEAL (SEALANT AND BACKER ROD DRAINED AT VERTICAL JOINTS)

Consultant Address Address Phone Fax e-m ail

Consultant Address Address Phone Fax e-m a il

Consultant Address Address Phone Fax e-m ail

Consultant Address Address Phone Fax e-m ail

Level 2 4500

AIR SEAL AT PANEL JOINTS (BACKER ROD AND SEALANT)

CONCRETE SLAB PRECAST PANEL

No.

Description

Date

SHADING DEVICE F1 WS1 GSPH1

PUNCHED TRIPLE GLAZED ALUMINUM WINDOW (OUTSIDE SWING)

PREFINISHED METAL SILL FLASHING COMPLETE WITH END DAMS

Owner F1

URETHANE FOAM INSULATION

3D WALL SECTION

1

7

4

Project

04/03/2020

number Date Drawn by

POUYA, MARAYAH, KIANA Checker

Checked by

CONCRETE SLAB ON GRADE

1 : 25

WALL SECTION Ground Floor

2D WALL SECTION 1 : 25

A104 Scale

1 : 25

2020-04-15 2:14:31 PM

CEMENT PARGING RIGID INSULATION CONCRETE FOUNDATION WALL

2

3D & 2D

GSPH1

PLYWOOD BLOCKING TO PROVIDE CONTINUOUS SUPPORT TO WINDOW FRAMING AND SELF-CHECKING MEMBRANE

04

MILLRUN COMMUNITY CENTRE

Done in collaboration with Pouya Sadatsharify for the class Drafting and Detailing 5, at Humber College Designed using AutoCAD & Revit

05

Working drawings for a vibrant community centre situated in the heart of Toronto, ON. Which includes detailed architectural plans, elevations, and sections for a multifunctional space designed to serve as a hub for local engagement and activities.

06

PRODUCED BY AN AUTODESK STUDENT VERSION

3

390 295

440

95 SYNTHETIC WATERPROOFING MEMBRANE

7 TREATED 16 EXTERIOR GRADE PLYWOOD TYP. ROOF: STONE BALLAST SYNTHETIC WATER PERMEABLE FABRIC (BROKEN LINE) 100 RIGID INSULATION SUNTHETIC WATERPROOFING MEMRBANE (BROKEN LINE) LIGHT-WEIGHT CON. TOPPING TAPERED MIN. 2% 50MIN. AT DRAIN 38 CORRUGATED GALV. STEEL DECK SLOPE TOPPING DOWN MIN. 2% TO DRAIN

485

TREATED 38x140 WOOD FRAMING

TREATED 38X89 WOOD FRAMING SECURED TO CONC. BLOCK W/ 10 DIA. ANCHOR BOLTS @ 1200 O.C. TREATED 16 EXTERIOR GRADE PLYWOOD

TYP. ROOF STONE BALLAST SYNTHETIC WATER PERMEABLE FABRIC (BROKEN LINE) 100 RIGID INSUL. SYNTHETIC WATERPROOFING MEMBRANE (BROKEN LINE) LIGHT-WEIGHT CONC. TOPPING TAPERED MIN. 2% 50MIN. @ DRAIN 38 CORRUGATED GALV. STEEL DECK

76

50 RIGID INSUL. SEALANT SLOPE TOPPING DOWN MIN. 2% TO DRAIN

SEALANT METAL STRAP ANCHORS PARAPET REINF. FILL CORES SOLID W/ GROUT

9000

FILL CORED SOLID WITH GROUT

7800

120

TREATED 38X140 WOOD FRAMING PARAPET & SEALED TO AIR/VAPOUR BARRIER OVER TOP OF WATERPROOFING MEMBRANE

400

PREFINISHED METAL CAP FLASHING SECURD WITH METAL CLEATS

320

PREFINISHED METAL CAP. FLASHING SECURED W/ METAL CLEATS

UNDERSIDE OF STEEL ROOF DECK THREE BRICK COURSES @ EACH JOIST CONC. BLOCK CRS. BETWEEN JOISTS

UNDERSIDE OF STEEL ROOF DECK CONTIN. CONC. BLOCK BOND BEAM

12 PREMOULDED JOINT FILLER

800

790

50 RIGID INSULATION STEEL ANGLE BRIDGING AT 2100 O.C. MAX ATTACHED ALTERNATELY TO TOP AND BOTTOM CHORDS, ANCHORED INTO MASONRY WALL

1000

SCORED ARCHITECTURAL CONC. BLOCK

EXTERIOR WALL CONSTRCTION: 90 SCORED AND SPLIT-FACED ARCH. CONC. BLOCK 34 AIR SPACE 76 RIGID INSULATION AIR/VAPOUR BARRIER 190 CONC. BLOCK

550 O.W.S.J AT 1500 O.C.

1790

SCORED ARCH. CONC. BLOCK TREATED 38x89 WOOD FRAMING SECURED TO CONC. BLOCK WITH 10DIA ANCHOR BOLTS AT 1200 O.C

2 - 150x90x10 STEEL INTEL

900 L.S.S.J. @ 1500 O.C. 16 IN-LAY ACOUSTIC TILE IN SUSPENDED T-BAR SYSTEM WALL MOULDING ANGLE

SEALANT AND BACKER ROD 16 GYP. BOARD ON 64 MET. STUD

SEAL FLASHING TO AIR/VAPOUR BARRIER METAL FLASHING

5000 (25 BLOCK COURSES)

3000

3010

UPPER LOBBY 201

MORTAR DROPPING MESH

FIRESTOP 190 CONC. BLOCK

L- 150X90X10 STEEL LINTEL WEEPING HOLES AT 600 O.C. MAX

240 CONC. BLOCK LINTEL

SEALANT AND BACKER ROD

SEALANT & BACKER ROD

TOP OF SECOND FLOOR CONC. SLAB

SPANDREL GLASS UNIT IN THERMALLY BROKEN ALUM. CURTAIN WALL FRAME WITH BATT. INSULATION W/ V.B. AND GALV. ST. BACKING PANEL

4000

4000

2410 (12 BLOCK COURSES)

JOIST SHOE RESTING ON STEEL PLATE ON W310x39 CONTINUOUS WIDE FLANGE BEAM

FACE OF SCORED AND SPLIT-FACED ARCHITECTURAL CONC. BLOCK BEYOND FACE OF SCORED ARCHITECTURAL CONC. BLOCK BEYOND

50X150 THERMALLY BROKEN ALUM. FRAME

SEALANT INSULATING GLASS UNIT ALUM. SILL

PLASTIC LAM. SILL ON WOOD BLOCKING

SEALANT TREATED WOOD SUB-FRAME ANCHORED TO CONC. BLOCK WITH SHEET METAL STRAPS

WOOD SHIM & SEALANT W/ WOOD BLOCKING

800

1000

SCORED ARCHITECTURAL CONC. BLOCK

VINYL BASEBOARD

600 L.S.S.J AT 600 O.C

CONTIN. CONC. BOND BEAM

W310X39 CONTINUOUS WIDE FLANGE BEAM

BLOCK

PRODUCED BY AN AUTODESK STUDENT VERSION

TYP. FLOOR TOP OF SECOND FLOOR CONC. SLAB

3600

4000 16 GYP. WALLBOARD (FIRE-RATED TYPE) ON 22 FURRING CHANNELS @ 400 O.C. ON 38 CARRYING CHANNELS

PLASTIC LAM. SILL ON WOOD BLOCKING

1000

SEAL FLASHING TO AIR/VAPOUR BARRIER METAL FLASHING

ALUMINUM SILL

L- 150X90X10 STEEL LINTEL

WOOD SHIM & SEALANT W/WOOD BLOCKING

SEALANT

EXTERIOR WALL CONSTRUCTION 90 SCORED AND SPLIT-FACED ARCHITECTURAL CONC. BLOCK AIR/VAPOUR BARRIER 240 SCORED ARCHITECTURAL CONC. BLOCK 34 AIR SPACE 76 RIGID INSUL. MORTAR DROPPING MESH

3000

SEALANT SEALANT

1190

MAIN LOBBY 102

INSULATING GLASS UNIT CURTAIN WALL SYSTEM

800 L.S.S.J. @ 600 O.C. 16 IN-LAY ACOUSTIC TILE IN SUSPENDED T-BAR SYSTEM

WEEPING HOLES AT 600 O.C. MAX SEALANT AND BACKER ROD

SEAL FLASHING TO AIR/VAPOUR BARRIER

TYP. FLOOR: PORCELAIN TILE FINISHED FLOORING 65 CONC. SLAB REINF. WITH W.W.M. STEEL PAN

MORTAR DROPPING MESH SEALANT AND FLASHING

SEALANT & BACKER ROD

2010 (10 BLOCK COURSES)

410

240 CONC. BLOCK LINTEL 4000

TREATED WOOD SUB-FRAME ANCHORED TO CONC. BLOCK WITH SHEET MET. STRAPS

0000

WALL MOULDING ANGLE

JOIST SHOE RESTING ON MORTAR BED

TOP OF FIRST FLOOR CONC. SLAB

50 EXTRUDED POLY STRENE FINISHED GRADE SLOPE AWAY FROM FOUNDATION

FACE OF SCORED AND SPLIT-FACED ARCHITECTURAL CONC. BLOCK BEYOND

220

70 150

50X150 THERMALLY BROKEN ALUM. FRAME

FACE OF SCORED ARCHTIECTURAL CONC. BLOCK BEYOND

INSULATING GLASS UNIT

3000

50X150 THERMALLY BROKEN ALUMINUM FRAME

SEALANT

ALUM. SILL

PLASTIC LAM. ON WOOD BLOCKING

SEALANT TREATED WOOD SUB-FRAME ANCHORED TO CONC. BLOCK WITH SHEET METAL STRAPS SCORED & SPLIT FACED ARCHITECTURAL CONC. BLOCK

1100

800

SHEAR CONNECTOR TIES @ 400 O.C. VERTICAL

90 34 76

240

WOOD

SEAL FLASHING TO AIR/VAPOUR BARRIER

WEEP HOLES @ 600 O.C.

0000

TOP OF FIRST FLOOR CONC. SLAB

150

375 675

150

1000

200

5650

5650

SCHOOL OF APPLIED TECHNOLOGY ARCHITECTURAL TECHNOLOGY

WALL MOULDING ANGLE

12 PREMOULDED JOINT FILLER AND SEALANT FOUNDATION WALL 430 REINF. CONC. FOUND. WALL DAMPPROOF COATING (BROKEN LINE) 50 EXTRUDED POLYSTYRENE INSULATION 25 PERFORATED DRAINAGE MAT

SQUASH COURT FLOOR CUSHIONED SLEEPER SYSTEM REFER TO PROJECT MANUAL SPECS FOR BUILDING FLOOR UP

300 DEEP REINF. CONC. FOOTING ON UNDISTURBED SOIL

PROJECT NAME :

MILLRUN COMMUNITY

TYP. BASEMENT FLOOR 100 CONC. SLAB REINF. W/ W.W.M. 0.15 POLYETHYLENE DAMPROOFING LAYER (BROKEN LINE) 150 COMPACTED GRANULAR FILL

100 DIA. WEEPING TILE 150 MIN. CRUSHED STONE

-5650

4575

3000

HUMBER COLLEGE 800 L.S.S.J. @ 600 O.C 16 GYPSUM WALL BOARD ON 22 FURRING CHANNELS @ 400 O.C ON 38 CARRYING CHANNELS

DRAWING TITLE :

TOP OF BASEMENT CONC. SLAB

75

UNDISTURBED SOIL

120

150

25 SAND BED

310

300

TOP OF BASEMENT CONC. SLAB

WOOD

50 EXTRUDED POLYSTRENE

425

-4100

TYP. BASEMENT FLOOR 100 CONC. SLAB REINF. WITH W.W.M. 0.15 POLY. DAMPROOFING LAYER 150 COMPACTED GRANULAR FILL

WALL SECTION - THROUGH GRID LINE 9 SCALE 1:12.5

4100

12 PREMOULDED ISOLATION JOINT FILLER AND SEALANT

100DIA WEEPING TILE COVERED WITH 150MIN. CRUSHED STONE

425

WALL SECTION - THROUGH GRID LINE 3 SCALE 1:12.5

WALL MOULDING ANGLE

300 DEEP REIFNORCED CONC. FOOTING ON UNDISTURBED SOIL

W/

WALL SECTION DRAWN BY :

PROJECT NAME :

SADATSHARIFY, MASLEN

UNDISTURBED SOIL 25 SAND BED

150

43 0 73 0

150

DATE :

OCT 02, 2020 SCALE :

AS INDICATED

DRAWING NO. :

A1

PRODUCED BY AN AUTODESK STUDENT VERSION

16 IN-LAY ACOUTIC TILE IN SUSPENDED T-BAR SYSTEM

STORAGE ROOM B08

SEALANT

TYP. FLOOR FINISHED FLOORING 65 CONC. SLAB REINF. W/ W.W.M. STEEL PAN

FINISHED GRADE SLOPE AWAY FROM FOUNDATION

FOUNDATION WALL: 375 REINF. CONC. FOUNDATION WALL DAMPROOFING COATING 50 EXTRUDED POLY. INSUL. PERFORATED DRAINAGE MAT

&

JOIST SHOE ON MORTAR BED

SEALANT AND FLASHING

600 L.S.S.J AT 600 O.C.

SHIM

BLOCKING SCORED ARCHITECTURAL CONC. BLOCK VINYL BASEBOARD

MORTAR DROPPING MESH

07

A

B 1500

C

D

1800

E

6700

Ex

F

105 00

Fx

105 00

G

H

8500

K

9000

9500

2175

1250 900

1250

27

27

7025

2650

4000

3000

1000

6500

5500

6 10

00

UP 3 RISERS

---

4760

42

75

18 1878 915 1500 915 1515 915 1100

1

117 19

2 8

28

28

28

28

28

OFFICE & STORAGE ROOM

118

5047

428

2410

428

28

8734

428

450

390

28

4100

2425

1981

428

2567

2600

2567

428

3100

1y

3100 1800 3100

4200

1759 8050

50

3100 2901 3100 1750

615 65

3100

509 00

4000

1850 3100

REMOVE EXISTING STONE AS REQUIRED FOR NEW OPENING

5

34

EDGE OF BALCONY AB OV E

440 MASONRY CAVITY WALL 90 ARCHITECTURAL CONCRETE BLOCK 34 AIR SPACE 76 RIGID INSULATION AIR/ VAPOUR BARRIER 240 CONCRETE BLOCK

1800 143 07

STORE ROOM 127

---

PROJECT NORTH

TRUE NORTH

No.

Des c r i pt ion

Date

37

5072

STORE ROOM 126 5072

36

2

6525

250 478 MASONRY CAVITY WALL 90 ARCHITECTURAL CONCRETE BLOCK 34 AIR SPACE 76 RIGID INSULATION AIR/ VAPOUR BARRIER 240 CONCRETE BLOCK 22 METAL FURRING CHANNELS @ 400 O.C. 16 GYP. WALLBOARD

-

121

1

2x 4100

30

NEW 240 CONC. BLOCK 25 EXPANSION JOINT EXISTING 550 WALL TYP.

2510

5

390x390 SOLID MASONRY PIER (TYP.)

6209

19

59

1727 1850

SNACK BAR

32

20 1720 440

128

3100

120 54

440

BOUTIQUE STORE

30

GENERAL LOUNGE

1900

478 1241

30

3100

120 34

166 48

114

40

30

1475

56

6240

103 64

ARTS & CRAFTS ROOM

1727

3000

119

2800 121 35

29

2300

117

478 1241

8400

29

55

8 8

2

9 1450

101 54

129

4675

2

1759

2100

GAMES ROOM

8

8

2000

5 100

118 43

L IB RAR Y

39 STORE ROOM

3100

266

136

1850

4100

7734

17

9

1160

178

2

130

49

8626

KI TCHEN 122

3100

2900

29

AV IAR Y

BOUTIQUE STORE 125

22R @181.8 mm

---

1850

140

2

2

3

3800 2300

3326

OPEN TO ABOVE AND BELOW

100

8

8

29

8665

178

7

121 35

1900

8253

A TRI UM

5 4860

4404

113

---

38

BOUTIQUE STORE

3100

4100

159 40

450

6000

---

2260

3

2 2

4

2520

1450

1271 2850

112

2

-

2250

ST O RA GE ROOM

MEETING ROOM B

2

5

2595

4

1450

6300

28

2615

116 5

28

1700 CO RR ID OR 1700

2020

7

4480

2110

2700

6

590

103A

12 14 15

11

6409

115

-

44 46

590x590 SOLID MASONRY PIER (T YP .)

590

10 VEST 6

COR R.

101

24 WASH RM. 23

135

MAIN LOBBY

9434

105A 106

131 121 35

41

2487

1800

EL EV.

Consultant Address Address P hon e Fax e-mail

BOUTIQUE STORE

2813

22

VEST. VENDING

8

7

27

7980

16

107

109 108A

26

LINE OF OPENING AB O VE

47

2300

13 JANITOR VEST.

UP

ST O RE ROOM 104

W OME N'S W ASH ROOM

105

MEC H.

AV IAR Y MAI NT. RM.

395

1450

6500

108

63

NOTES: 1. ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE NOTED

NEW 16 GYP. DRYWALL ON 64 METAL STRAPPING AIR BARRIER 64 RIGID INSUL. (T Y P.)

43

3100

1800

MEN 'S W ASH ROOM

62 8610

4100

MEETING ROOM A

22R @181.8 mm

61

ST O RE ROOM 132

2700

30 60 390

101 54

STAIR 2 110

102

5000

5035

21

9

ADMIN OFFICE

8440

CH IL DR EN'S PL AYRO O M 103

390

9

25

ST RE ROOM 133

30 22R @181.8 mm

STAIR 1

29

5360

VERTICAL DUCT SHAFT 18 00x2 500

2734

08

111

2500

8x

29

OUTDOOR STORAGE

116 17

800 2000

10x

12365 915

1

2500

1

1000 1500 800 800

1

100

2500

2700

UP

573 40

LEAN-TO GLAZING

6409

31

44 O

3400

3110

2928 VES TIBU LE

30

7910

134 121 35

OPEN TO ABOVE & BELOW, EXISTING STONE WALL ON STAIR SIDE TO BE SANDBLASTED

915 1100

8090

18

9915

28

128 85

BOUTIQUE STORE

4200

5000 1700

2

REMOVE EXISTING WINDOW FRAMES INSTALL NEW ALUMINIUM FRAMES M.G.A.T. (TYP.)

45

18

390 MASONRY CAVITY WALL 90 FACE BRICK 34 AIR SPACE 76 RIGID INSULATION AIR/VAPOUR BARRIER--190 CONCRETE BLOCK 6837

3388

390

www.autodesk.com/revit

45

5

406 MASONRY CAVITY WALL 90 FACE BRICK 34 AIR SPACE 76 RIGID INSULATION AIR/VAPOUR BARRIER 190 CONCRETE BLOCK 16 GYP. WALLBOARD

1

BLOCK UP EXISTING WINDOW OPENING

18R @169.3 mm

6

UP 3 RISERS

13

48 UP

STAIR 3

4

-

MP RA P U

2400

3850

4225

465

580 00

UP

33

STAIR 4

3100

2000

1x 35

53

870

1 E

Ey

-

WOMENS CHANGE ROOM

---

MENS CHANGE ROOM

123

124 914

1735

WALL TYPE LEGEND 1 : 50 154 70 1

2

90 FACE BRICK 34 AIR SPACE 76 RIGID INSULATION AIR/VAPOUR BARRIER 190 CONC. BLOCK

3

90 FACE BRICK 34 AIR SPACE 76 RIGID INSULATION AIR/VAPOUR BARRIER 240 CONC. BLOCK

3B

3F

3D

196 50

16 GYP. WALLBOARD 22 METAL FURRING CHANNELS @ 400 O.C. ON EACH SIDE OF 140 CONC. BLOCK

140 CONC. BLOCK 22 METAL FURRING CHANNELS @ 400 O.C. 16 GYP. WALLBOARD

140 CONC. BLOCK

190 CONC. BLOCK

H

I

J

K

L

Owner

NEW 64 RIGID INSULATIO AND DAMPROOFING TO 1200 MIN. BELOW GRADE WITH E.I.F.S ABOVE GRADE (TYP.)

MILLRUN FIRST FLOOR PLAN Project Number Date

1A

2A

90 FACE BRICK 34 AIR SPACE 76 RIGID INSULATION AIR/VAPOUR BARRIER 190 CONC. BLOCK 16 GYP. WALLBOARD

3A

90 FACE BRICK 34 AIR SPACE 76 RIGID INSULATION AIR/VAPOUR BARRIER 240 CONC. BLOCK 22 METAL FURRING CHANNELS @ 400 O.C. 16 GYP. WALLBOARD

3C 240 CONC. BLOCK

3E

240 CONC. BLOCK 22 METAL FURRING CHANNELS @ 400 0.C. 16 GYP. WALLBOARD

Drawn By

4

16 GYP. WALLBOARD 22 METAL FURRING CHANNELS @ 400 O.C. ON EACH SIDE OF 190 CONC. BLOCK

16 GYP. WALL BOARD ON EACH SIDE OF 92 METAL STUDS @ 600 O.C.

Checked By

0002 06.11.2020 Sadatsharify. P & Maslen. K Checker

Scale: AS INDICATED

A2

2020-11-08 5:39:09 PM

FIRST FLOOR PLAN 1 1 : 100

Dy

6440

Dx

08

www.autodesk.com/revit

L

G

H 130 60

Fx

Ex

F

9000

8500

D

105 00

3000

1.5

E

5500

7500

B

C

105 00

6700

1800

A

NO TES: 1. ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE NOTED

1500

3000

1

THERMALLY BROKEN ALUM. FRAME W/ INSULATING SAFETY GLASS SKYLIGHT PREFIN. METAL FLASHING

14 40 0 TOP OF MASONRY

Consultant Address Address P hon e Fax e-mail

PREFIN. CORRUGATED METAL ROOFING

PREFIN. CORRUGATED METAL ROOFING

1.5

450

425

U/S STEEL ROOF DECK & TOP OF CONC. SLAB

2800

1

TOP OF SECOND FLOOR CONCRETE SLAB

METAL FLASHING PREFIN. CORRUGATED METAL ROOFING

4000

4000

600

TOP OF FIRST FLOOR CONCRETE SLAB SLOPE GRADE DOWN 3%

0000 700

700 400 2601,25

2900 400

-700

THERMALLY BROKEN ALUM. FRAME W/ INSULATING GLASS ALUMINUM SILL

REINF. CONC FOUNDATION WALL

3400

THERMALLY BROKEN ALUM. FRAME W/ INSULATING GLASS

TOP OF BASEMENT FLOOR CONCRETE SLAB 25 EXPANSION JOINT BETWEEN EXISTING 500 STONE WALL AND NEW 240 CONC. BLOCK

7800

3800

1400 750 1400 2000

750 2200

800

1070

GALV. STEEL HANDRAIL

TOP OF BASEMENT FLOOR CONC. SLAB

REINF. CONC. FOOTING

10 80 0

3000

1800

700 3000

FACE OF ARCHITECTURAL CONC. BLOCK

H.M. DOOR

ALUMINUM DOORS & FRAMES W/ INSULATING GLASS UNITS

1200

FIXED INSULATING GLASS IN ALUM. FRAME & SILL (TYP.)

U/S ROOF TRUSSES

1.5

CEDAR GUARDRAIL

PREFIN. METAL FLASHING (TYP.)

CENT

1266,46 750 1400

1070 400 2200

1800 2200

THERMALLY BROKEN ALUM FRAME W/ INSULATING GLASS CURTAIN WALL FRAME W/ SPANDREL GLASS UNITS (TYP.)

1700

2000

3000

1800

FIXED INSULATING GLASS IN THERMALLY BROKEN ALUM. FRAME (TYP.)

FIXED INSULATING GLASS IN THERMALLY BROKEN ALUM. FRAME (TYP.)

REINF. CONC FOUNDATION WALL

DOUBLE ACRYLIC SKYLIGHT

MILLRUN COMMUNITY RE

800

-4100

REINF. CONC. FOOTING

EAST ELEVATION 1 1 : 110

No.

Des c r i pt ion

Date

1.5 1

1.5 1

PREFIN. CORRUCATED MET. ROOF ON

SKYLIGHT

AVARY TOWER BE YO ND

SKYLIGHT

1.5

2100

A RCHITE CTU RAL SCORED BRICKS (TYP.)

1800

1400

1

HOLLOW METAL

ENTANCE TO EXSITING BUILDING BEYOND

NEW THERMALLY BROKEN ALUMINUM FRAME WITH INSULATING GLASS (TYP.)

ALUMINUM DOOR AND FRAME

FINISH GRADE

REINF. CONC. FOUNDATION WALL (TYP.)

REINF. CONC. FOOTING (TYP.)

NORTH ELEVATION 2 1 : 100

1800 3000

3000

1850

6150

EXISTING BUILDING BEYOND

DOOR AND FRAME WITH INSULATED GLASS UNITS (TYP.)

Owner

ALUMINUM SILL (TYP.) FULL HEIGHT GALZING BEYOND

MILLRUN ELEVATIONS Project Number Date Drawn By Checked By

0004 04.12.2020 Sadatsharify P. & Maslen K. Checker

Scale: AS INDICATED

A3

2020-12-06 1:24:50 PM

3750 3750

GR AD E

-3750

DOUBLE ACRYLIC SKYLIGHT DOME (TYP.)

1320

320 850 2000 900

800

TOP OF FIRST FLOOR EXISTING WOOD DECK

2000

0000

REINF. CONC FOUNDATION WALL

2000

SANDBLAST EXISTING STONE WALL (TYP.)

U/S STEEL ROOF DECK

METAL FLASHING

2000

TOP FLOOR OF SECOND FLOOR EXISTING WOOD DECK

9000

DOUBLE ACRYLIC SKYLIGHT DOME (TYP.)

2000

3750

3750

0

INSTALL NEW THERMALLY BROKEN ALUM. FRAME (TYP.)

850 900

EXISTING STONE WALL

740

PREFIN. METAL CAP FLASHING

1

ALUMINUM SILL

REMOVE EXISTING PARAPET, M.G.A.T. PREFIN. METAL CAP FLASHING

TOP OF EXISTING WOOD ROOF DECK

0

ALUM. FRAMES LOURES AND SILL (TYP.) 1.5

REMOVE EXISTING PARAPET, M.G.A.T. CONSTRUCT NEW CONC. BLOCK PARAPET AS REQUIRED

750

1

SKYLIGHT INSULATING SAFETY GLASS UNIT IN THERMALLY BROKEN ALUMINUM FRAME (TYP.) FIXED INSULATING GLASS IN THERMALLY BROKEN ALUM. FRAME

1300 450

7000

E.I.F.S. WALL SYSTEM POLYMER-MODIFIED CEMENT STUCCO FINISH ON PORTLAND CEMENT BASE COAT ON MET. REINF MESH ON EXTRUDED POLYSTYRENE INSULATION ON PLASTIC FIBRE LATTICE DRAINAGE MAT ON AIR/VAPOUR BARRIER ON 240 SCORED ARCHITECTURAL CONC. BLOCK

09

L H 1120

TOP OF WOOD PLATES

72 0

G

F

E

D

C

B

A www.autodesk.com/revit

130 60

1.5

15

9000

1

8500

105 00

105 00

6700

1800

50X150 THERMALLY BROKEN ALUMINUM FRAME WITH INSULATING SAFETY GLASS (TYP.)

TOP OF WOOD PLATES TOP OF MASONRY

14

NO TES: 1. ALL DIMENSIONS IN MILLIMETRRES UNLESS OTHERWISE NOTED

1.5 E.I.F.S. (EXT. INSULATION FINISHING SYSTEM) POLYMER MODIFIED CEMENT STUCCO, GLASS FIBRE MESH

1

SKYLIGHT INSULATING SAFETY GLASS UNIT IN 50X150 THERMALLY BROKEN ALUMINUM FRAME (TYP.)

TYP. FLOOR FINISHED FLOOR ON 65 CONC. SLAB REINF. WITH W.M.M.PAN STEEL ON ON L.S.S.J. AT 600 O.C. MAX.

190 ARCHITECTURAL CONC. BLOCK PRECAST CONC. CAP

1000

300 600 O.W.S.J. AT 1500 O.C.

UPPER LOBBY 202

124

JAN .

230

600 O.W.S.J. AT 1500 O.C.

16 G.W.B. ON 22 FURRING CHANNELS AT 400 O.C. ON 38 CARRYING CHANNEL AT 1200 O.C. (T YMAX. P.)

COATS RM. 203

MEN'S W.R. 210

MEETING RM. D & E 204

GUARDRAIL WITH TEMPERED GLASS (T Y P.)

1000

CORR. B31

ELE V. MACH . RM.

NEW FIRE RATED ACOUSTIC TILE IN SUSPENDED T-BAR SYSTEM (TYP.)

2750

B29

REMOVE EXISTING CONC. SLAB M.G.A.T. NEW FLOOR FINISH ON NEW 0.15 NEW POLYETHYLENE 100 CONC. SLAB DAMPPROOFING REINF. WITH W.W.M. LAYER ON NEW 150 COMPACTED GRANULAR FILL

1.5 1

16 G.W.B. ON 22 FURRING CHANNELS AT 400 O.C. ON 38 CARRYING CHANNEL AT 1200 O.C. (T YMAX. P.)

CHILDRENS PLAYROOM 103

STORE RM. 104

TYP. FLOOR FINISHED FLOOR ON 65 CONC. STEEL PANSLAB ON REINF. WITH W.M.M. ON L.S.S.J. AT 600 O.C. MAX.

16 IN-LAY ACOUSTIC TILE IN SUSPENDED T-BAR SYSTEM (T Y P.)

WOMEN'S W.R. 105

MEN'S W.R. 108

DUCT .

SHAF T

MEETING RM. A 110

ELEC. & COMM. RM. B03

4000

0000

FINISHE D GR AD E

600 L.L.S.J. AT 600 O.C.

STORE RECEPTION B04 B05

OFFICE B06

EXERCISE & WEIGHTS RM. B07

140 CONC. BLOCK PARTITION WALL (TYP.)

MEN'S SHOWER

WOMEN'S SHOWER

WOMEN'S WASHROOM

B08

B09

B10

FIRE SEPARATION HOLLOW METAL FRAME SCREEN WITH WIRED SAFETY GLASS

25 EXPANSION JOINT BETWEEN EXISTING 500 STONE WALL AND NEW 240 CONC. BLOCK

TOP OF SECOND FLOOR CONCRETE SLAB

TYP. 390 MASONRY CAVITY WALL 90 ARCHITECTURAL SCORED AND SPLIT FACED CONC. BLOCK 35 AIR SPACE 75 RIGID INSUL. AIR/VAPOUR BARRIER 190 CONC. BLOCK

TOP OF FIRST FLOOR CONCRETE SLAB

STEEL BEAM. (SEE STRUCTURAL DRAWING)

500 O.W.S.J. AT 600 O.C.

LOWER LOBBY B02

Consultant Address Address P hon e Fax e-mail

LINEAR ALUMINUM CEILING SYSTEM.

METAL FLASHING PREFINISHED METAL ROOFING CORRUGATED

390

OUTDOOR STORAGE 111

1000

1000

1750 1000

MAIN LOBBY 101

590 ARC. CONC. BLOCK PIERS BEYOND

ADMI N. 102

3100

BOUTIQUE STORE B32

CONC. WALL

1070

KI T CHE N 137

240 BLOCK (TYP.)

3000

BOUTIQUE STORE 131

AVIARY & MAINT RM. EL EV .

SHAF 135 T

COMPOSITE FLOOR LIGHTWEIGHT CONC. TOPPING TAPERED TO MIN. 50 THICK AT DRAIN ON PROTECTION BOARD ON SYNTHETIC WATERPROOF MEMBRANE ON 65 GALV. 36 CONC. CORRUGATED SLAB ON STEEL DECKING ON STEEL JOISTS AT 600 O.C. MAX.

MEETING RM. C 211

WOMEN'S W.R. 210

16 IN-LAY ACOUSTIC TILE IN SUSPENDED T-BAR SYSTEM (TYP.)

7800

3800

U/S STEEL ROOF DECK & TOP OF CONC. SLAB

150

2800

16 00 ,4 6 400

1800

3000

MECH. RM. 301

DUCT SHAFT (1800X2400)

1000

2900 NEW FIRE RATED ACOUSTIC TILE IN SUSPENDED SYSTEM (TYP.) T-BAR

1900 390

TOP OF BASEMENT FLOOR CONC. SLAB

&

3000

400

KI T CHE N 232

EXISTING HEAVY TIMBER POST BEAM AND DECK CONSTRUCTION TO REMAIN

2000

3750 3750

FINISHED GRADE

-3750

3680

400

REFINISH EXISTING WOOD DECK

NEW 16 GYP. WALL BOARD ON 64 METAL STUDS WITH NEW 64 RIGID AIR/VAPOUR INSUL. &BARIER (TYP.)

EXISTING FINISHED GRADE

H.M. DOOR FRAME

1000

700 3754

TOP FLOOR OF FIRST FLOOR EXISTING WOOD DECK EXISTING EXT. STONEWORK TO BE SANDBLASTED REPOINT MORTAR WATER REPELLENT JOINTS & SEAL COATING WITH (SEE SPECIFICATION)

0000

U/S STEEL ROOF DECK

METAL FLASHING

2810

REMOVE EXISTING WINDOW FRAMES INSTALL NEW ALUMINUM WINDOW FRAMES M.G.A.T.

9000

150

1750

3750

3750

0

10 80 0

DOUBLE ACRYLIC SKYLIGHT DOME (T Y P.)

DOUBLE ACRYLIC SKYLIGHT DOME (T Y P.)

850 700

0

TYP. NEW ROOF OVER EXISTING BUILDING STONE BALLAST ON SYNTHETIC WATER PERMEABLE FABRIC ON LOOSE LAID WATERPROOF SYNTHETIC 25 RIGID INSULATION MEMBRANE ON ON CEMENTITIOUS STEPPED INSULATION ROOFING ON BASE ON AIR/VAPOUR EXISTING WOOD BARRIER DECK ON

500 240

2000

TOP FLOOR OF ROOF EXISTING WOOD DECK

740

U/S ROOF TRUSSES

METAL FLASHING 1

600

6900

1.5

ALUMINUM SILL

NOTE: REMOVE ALL EXISTING TOWER AND PARAPET STONE WALLS WALLS ABOVE 7400 LEVEL M.G.A.T.

750

TYP. ROOF STONE BALLAST ON SYNTHETIC WATER-PERMEABLE FABRIC ON LOOSE LAID 100 RIGID INSULATION ON SYNTHETIC WATERPROOF LIGHTWEIGHT CONC. TOPPING MEMBRANE TAPERED ON TO GALV. 36 MIN. 50 CORRUGATED THICK AT DRAIN STEEL ON DECKING ON STEEL JOISTS AT 1500 O.C. MAX

ALUMINUM FRAME

40 0

3400

14

MEN'S WASHROOM

TYP. FOUNDATION WALL 380 REINF. CONC. FOUNDATION WALL DAMPPROOF COATING 50 EXTRUDED POLYSTYRENE INSULATION 25 DRAINAGE MATT

B12

16 IN-LAY ACOUSTIC TILE IN SUSPENDED T-BAR SYSTEM (TYP.)

4100

60 0

TOP OF BASEMENT FLOOR CONCRETE SLAB

-4100

380

BUILDING SECTION 1 1 : 110

12 15

14

13

10x 11

9

10

8

7

6

5

8x

4

3

2

1y

1x

No.

1

Des c r i pt ion

Date

2x

1.5 1

1.5

U/S SKYLIGHT ABOVE 14400

1

PREFIN. CORRUCATED MET. ROOF ON 76 RIGID INSULATION ON AIR/VAPOUR BARRIER ON 16 PT. PLYWOOD

SKYLIGHT

AVARY TOWER BE YO ND

SKYLIGHT

U/S MULTI-PURPOSE RM. ROOF ST. DECK 9000

600

1600

1000 140

478 5000

BULKHEAD BEYOND

3700

2800

700 L.S.S.J. @ 600 O.C.

T.O. EXISTING STONE WALL

EXISTING BUILDING BEYOND

TERRACE BEYOND

GUARDRAIL AT TERRACE BEYOND

7400

9760

BUILT-IN WD. STEP BENCH

T.O. BASEMENT CONC. SLAB -4100

SQUASH COURT I B19

250 TYP. BASEMENT FLOOR: FOM. FLR. ON 100 REINF. CONC. SLAB W/ W.W.M. ON POLYETH. DAMPROOFING LAYER ON 150 COMPACTED GRANULAR FILL

Owner

FULL HEIGHT GALZING BEYOND

16 G.W.B ON 22 PURRG CHANNEL ON 38 CARRG CHANNEL

700 L.S.S.J. @ 600 O.C.

430

HIGH PRESSURE PLASTIC LAM. ON CRS. SPORTS LIMITED FRONT WALL PANEL W/ LAM. BACKER SHEET ON SOLID GLUE LINE & ALUME SPLINE ATTACHMENT ON 430 REINF. CONC. FDN. WALL

380 FDN. WALL BEYOND

75 SLEEPERS W/ PADS ATTACHED

100 DRAINAGE PIPE COVERED W/ MIN. 150 CRUSHED STONE

5650

TEMPERED GLASS BE YO ND

VIEWING AREA B29

4650

STORAGE RM. B26

T.O. 1ST FL. CONC. SLAB 0

SLOPE DN. MIN. 3% FIN. GRADE

1000

TYP. CEILING: LAY-IN AC. TILE IN SUSP. T-BAR SYS.

700 L.S.S.J. @ 600 O.C.

1550

WOMEN'S WASHRM. B25

390x390 SOLID MASONRY PIER BEYOND

305

CTU ST.

190

430

3730 4000

3000

INSUL. GLASS UNIT IN 50x150 THERMAL-BROKEN ALUM. FRAME

1000

STRU RAL BEAM

T.O. ROOF TERRACE CONC. SLAB

ST. LINTEL

ARTS & CRAFTS RM. 114

MILLRUN BUILDING SECTIONS

T.O. SQUASH COURT CONC. SLAB -5650

REINF. CONC. FTG.

BUILDING SECTION 2 1 : 100

Project

0003 20.11.2020 SADATSHARIFY P. & MASLEN K. Checker

Number Date Drawn By

Checked By

A4

Scale: AS INDICATED

2020-11-23 10:02:38 PM

700 L.S.S.J. @ 600 O.C.

MEETING RM. B 112

1830

240 SCORED ARCH. CONC. BLK. FOR LOADBEARING WALL

700 L.S.S.J. @ 600 O.C.

CO RR ID OR 116 276

4650

140

MEETING RM. A 110

TYPICAL FLOORING: FIN. FLR. ON 65 REINF. CONC. SLAB W/ W.W.M. ON METAL PAN

1865

1000

600

PLYWD. ON WD. JOISTS ON 38x89 WD. STUD FRAMING

1000 CEDAR DECKING ON WD. SLEEPERS W/STONE BALLAST ON 76 RIGID INSULATION ON SYNTH. WATERPROOFING MEMBRANE ON LT. WT. CONC. TOPPING

3000

192 MET. STUD FRAMING W/ BATT INSULATION

3100

TYPICAL FDN. WALL: PREFORATED DRAINAGE MATT ON 50 EXTRUDED POLYSTYRENE INSUL. ON DAMPROOFING COATING ON 430 REINF. CONC. FDN. WALL

12704

STAGE 215

4000

1000

836 700 2964

220 150

150 CHANGE RM. FDN. WALL BEYOND

140

CO RR ID OR 213

MEETING RM. C 212

730 270 3000

3730 700

ENTANCE TO EXSITING BUILDING BEYOND

U/S MECH. RM. ROOF ST. TRUSS 10800

TYP. PARAPET: PREFIN. MET. CAP FLASHING ON SYNTH. WATERPROOFING MEMBRANE ON 76 RIGID INSULATION ON AIR/VAPOUR BARRIER

SLOPE DN. 2% TO DRAIN

3000

2300

3000 400

1265

INSUL GLASS UNITS IN THERMALLY BROKEN ALUM. SLIDING DOOR FRAME

FULL HEIGHT G LA Z ING

3400

700 L.S.S.J. @ 600 O.C.

390x790 SOLID MASONRY PIER & INSUL MASONRY CAVITY WALL BEYOND

250 O.W.S.J. @ 600 O.C.

T.O. CHANGE RM. CONC. SLAB -700

ST. TRUSS ROOF SYSTEM

MECHANICAL RM. 301

38 CARR'G CHANNEL ON 22 FURRING CHANNEL ON 16 G.W.B ON AIR/VAPOUR BARRIER ON 50 RIGID INSULATION ON CARRIER CHANNEL ON LINEAR ALUM. PANELS W/ FILLER STRIPS

LT.WT. CONC. TOPPING ON PROTECTION BD.

270

T.O. 2ND FL. CONC. SLAB 4000

1

ROOF TERRACE (BARRIER FREE)

3400

U/S ROOF ST. DECK 7800

TYPICAL ROOF SYSTEM: STONE BALLAST ON SYNTH. WATER PERMEABLE FABRIC ON 102 RIGID INSULATION ON SYNTH. WATERPROOFING MEMBRANE ON LT. WT. CONC. TOPPING ON 38 CURRUG. ST. DECK

1.5

3400

TYPICAL EXTERIOR WALL: 90 SCORED ARCH. CONC, BLK. ON 34 AIR SPACE ON 76 RIGID INSULATION ON AIR/VAPOUR BARRIER ON 190 SCORED ARCH. CONC. BLOCK

10

RESORT MOTEL Working drawings for a Resort Motel project, located in Toronto, ON. Which inludes detailed architectural plans, elevations, and sections for a functional and hospitable location. Tailored to enhance the guest experience in a setting that combines relaxation with urban convenience.

Done in collaboration with Pouya Sadatsharify for the class Drafting and Detailing 6, at Humber College Designed using AutoCAD & Revit

11

11

10

9x

9

8

4410

Hx 4000

390

4410

5

390

4410

4

390

4410

3

390

4410

2

1

200

900 195

1800

410

2200

1008

2200

570

1800

2640

2200

2200

2200

2200

2200

1978

303

2898

303

www.autodesk.com/revit

370

H

195 2822

390

4410

390

225

4600

415

4800

1 4

3405 195

5095

17

32

28

33

31

40

5008

4400

5210

4000 ST AI R

42

3060

GARBAG E ROOM

WOMEN'S WR

45 44

390

915

TYP. INTER. WALL "B" 140 CONC. BLOCK 41 16 GWB 22 METAL FURRING

RECEI VING MEN'S WR

2900

2200 2500 UP

30

LOCKER RM

TYP. 390 EXT. WALL: 190 CONC. BLOCK AIR/VAP BARRIER 76 RIDGID INSULATION 34 AIR SPACE 90 BRICK

3385

STAFF ROOM

LOCKER RM.

2120

1500

4150

1655

29 5200 140 CONC. BLOCK WALL 150 PLUMBING SPACE 140 CONC. BLK. WALL

D

43

345

10

16

3

36 COR RIDO R

2342 1882

1324 311 1324

5000

35

27

ME N'S WR 3648 1

26

E 38 39

STORAGE ROOM

3230

3540

7115

11

3380

1950

1592

5568

6430 151974 900

3059

C

1 5

VESTI BULE

B

4410

5195

4410

4800

4800

4800

920

2200

900 975

4800

1225

3575

6085

4800

12551

2370

2370

3060

CHEF'S OFFICE

A LCO VE

20

JAN

F

No.

Description

Date

ALUM. ENTRANCE SCREEN & DOOR

9477

13500

12130

4800

3092

WOMEN'S WR

390

TYP. 390x890 PIER W/ INSULATION

1917

OFFICE

1 19

37

34

1100

2

V ES T.

862

1 4415

3226

390

370

125

2377

4410

V ES T.

DRY GOOD STO RAGE

445

B

390

3382

12

3059

2

18 1950

2000

ST AI R

150 3200

3350

EXT. WALL CONSTURCTION 90 BRICK 10 MARTAR JT. 90 CONC. BLK. AIR/VAP BARRIER 76 INSULATION 34 AIR SPACE 90 BRICK

2500

732 158

890

1857

3338

9

1100

7

TYP. INTER. WALL 16 GWB ON 90 METAL STUD

Cx C

8

COAT RM/

6380

STORAGE & MECH. SPACE

L OB BY

4338

90 CONC. BLOCK 10 MORTAR JT. 90 BRICK

240 CONC. BLOCK

24 25

1819

1990

CORRI DO R

G

K ITCHE N TYP. INTERIOR WALL CONS "A": 190 CONC. BLOCK 16 GWB 22 METAL FURRING

23

2

6

10680

1750

RECEPTION

8300

8555

2645

830

3000

10310

10755

700 1000 700 1200

1798

2716

CO RRI DO R

4835

190 25 EXPANSION JOINT BTW. 390x890 MASONRY PIER & TYP. 390 EXT. WALL

2540

50 45 15

29 5

1770

5

890

RAMP LINK

W ATER S TATI ON

5788

300x300 FLUE W/ 200 MASONRY

2 45 71 19 4

PRIVATE DINING RM.

1067 994 2010 890

ST AI RS

TYP. 390 EXT. WALL CONS. 8300

G ENE RA L L OU NGE

10310

4960

JA N.

17

D

DINING ROOM

640

39 0

2780

11

25 17

95

2900

41

3790

K

UP

17 50

11x

41 5 12 0

2010 890

52

60 60

15

00

CO 3 RR .

12

00

4

E

ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE NOTED

BAR LOUNGE

2050

20

60 36

0 14

12

4400

80

0

11 20

ST IN EN OR AG E

390

5 29 16

95

2400

32 00 37 90

19 0L

700

4960

2050

13

29 5

5830

3200

L

Dz

26640

4600

6

50x150 THERM. BROKEN ALU. WINDOW FRAME W/ INSUL GLASS UNIT

200

1200

11200

Fx

200

3510

H

7

5980

7412

1838

382

1815

488 1125 915 1160303

24000

3200

56528

445

550 890480

1920

390x890 MASONRY PIER

A

Own er RESORT MOTEL FLOOR PLANS 11

10

9x

9

8

7

6

5

4

3

2

1 Project

1 1 : 100

UPPER LEVEL PLAN

Number Date Drawn By Checked By

S cal e

0003 19.03.2021 Sadatsharify P. & Maslen K. Checker

A-2

1 : 100

2021-03-23 11:36:52 PM

A

12

-

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

41385 2600

4000

4000

4000

4800

PAT I O

PAT I O

PAT I O

PAT I O

4000

4000

4000

4000

4000

PAT I O

PAT I O

PAT I O

PAT I O

WOOD GUARDRAIL SECURED ON METAL POSTS @ 1200 O.C.

295

4000

TYP. 390 MASONRY CAVITY WALL 90 FACE BRICK 34 AIR SPACE 76 RIGID INSULATION AIR/VAPOUR BARRIER 190 CONC. BLOCK

11x

2600

3200

290

PAT I O

FUTURE EXPANSION

PAT I O EDGE OF ROOF ABOVE

EDGE OF ROOF ABOVE

J

140

3860

140

3860

140

3860

140

3860

140

3860

140

3830

MOTEL UNIT

MOTEL UNIT

MOTEL UNIT

MOTEL UNIT

MOTEL UNIT

MOTEL UNIT

MOTEL UNIT

MOTEL UNIT

MOTEL UNIT

MOTEL UNIT

U101

U103

U105

U107

U109

U111

U113

U115

U117

U119

390 390 2020 390

3005

3. ALL DIMENSIONS IN MILLIMETRES, UNLESS OTHERWISE NOTED

390

E

1835

1835

1525 500500 1525

1835

1835

1525 500500 1500

1830

U106

U110

U118

U114

U122

U126

U130

U134

U121

U138

U10

U11

CO RRI DO R

U11

U12

U12

U12

U13

U13

1

5

9

3

U129

7

1

5

9

3

7

U11

U11

U11

U12

U12

U13

U13

U13

3 U104

VENDING

F.D.

U10

U126

7

5

1 U112

U108

9 U120

U116

3

7 U128

U124

1

5 U136

U132

9

U141

U140

1835

1500 500500 1525

1835

1835

1525 500500 1776

2384

1835

1525 500500 1525

1835

1835

1525 500500 1525

1835

1835

1525 500500 1500

1830 190

SINK AND SHELVES

MOTEL UNIT

MOTEL UNIT

MOTEL UNIT

MOTEL UNIT

MOTEL UNIT

MOTEL UNIT

MOTEL UNIT

MOTEL UNIT

MOTEL UNIT

MOTEL UNIT

U102

U104

U106

U108

U110

U112

U114

U116

U118

U120

Dv

-

-

F.D.

U122

SINK AND SHELVES

ST O RAG E

U127

Dy Dz

VENDING

ST O RAG E

U128

19490

U10

12800

U10 U10

JANITOR CLOSET

5650

1525 500500 1525

5070

1835

1500

2384

K

STAIR #4

L 3350

1525 500500 1776

VESTIBULE

U143

1015

1835

U142

U102

RAMP LINK U130

1835

U125

U145

D

1500 500500 1525

1500

1835

U144 VESTIBULE DN

1901500190

0°

5650

30.0

U123 190 140 2410 1120 1750 390

JANITOR CLOSET U124 295

L

TYP. 390 MASONRY CAVITY WALL 90 FACE BRICK 34 AIR SPACE 76 RIGID INSULATION AIR/VAPOUR BARRIER 190 CONC. BLOCK

M

M BALC ONY

BALC ONY

BALC ONY

BALC ONY

BALC ONY

BALC ONY

BALC ONY

BALC ONY

BALC ONY

1805

BALC ONY

FUTURE EXPANSION EDGE OF ROOF

12

1 1 : 100

13

14

15

16

17

18

19

20

21

22

23

24

25

26

No.

Description

Date

UPPER LEVEL PLAN

16

17

18

4000

4800

PAT IO

PAT IO

WOOD GUARDRAIL SECURED ON METAL POSTS @ 1200 O.C.

VINYL -CLAD WOOD WINDOW AND FRAME

140 3860 MOTEL UNIT

Own er

VINYL -CLAD WOOD SLIDING DOOR AND FRAME

4660

140

140

RESORT MOTEL

MOTEL UNIT

U105

U107 140 CONC. BLOCK W/ 16 GYP. WALL BOARD ON 22 STRAPPING ON EACH SIDE

1835

1525 500500 1776

2384

1

FLOOR PLANS

GYP. WALL BOARD BULK HEADS

92 MET. STUDS W/ 16 GYP. WALL BOAR D ON EACH SIDE

U110

190 CONC. BLOCK (TYP.)

U109

U114

U113

Project CORRIDO

Number Date Drawn By Checked By

2 1 : 100

TYPSTANDARD & WHEELCHAIR UNIT S cal e

0003 19.03.2021 Sadatsharify P. & Maslen K. Checker

A-3

1 : 100

2021-03-23 11:25:06 PM

12210

Dz

845 900

1745

4660

18R @173.9 mm

0

STAIR #3

Dv

140

1500

18R @173.9 mm

25 EXPANSION JOINT BETWEEN MOTEL UNITS & RAMP LINK

20

1500

11

19

Dy

3860

PIVOT LINE

10

-

140

295

390 2015

3860

390

3005

140

5070

390

3835

390

3350

390

www.autodesk.com/revit

J

515

K

-

4285

1805

3200

13

B

A

Bx

Dx

C 3200

8955

E

G

G

Hx

H

Hy

11350

1000

2400

8955

4400

3600

3200

4000

1650

SKYLIGHT

1450

STONE CHIMNEY 3000

600

TYP. ROOF CONSTRUCTION 'C' ASHPHALT SHINGLES ON 13 PLYWOOD SHEATHING ON WOOD TRUSSES AT 600 O.C. MAX PREFINISHED METAL FLASHING

PREFINISHED METAL FLASHING BOARD AND BATTEN TYP. ROOF CONSTRUCTION 'C'

2.4

SLOP

GABLE AND ROOF

1

E

www.autodesk.com/revit

BOARD AND BATTEN

U/S OF TRUSS

U/S OF TRUSS

3044

1. ALL DRAWINGS IN MILIMETRES UNLESS OTHERWISE NOTED 000

956

956

TOP OF CONCRETE TOPPING U/S WOOD TRUSSES

-956

1200 MIN.150

2844

TYP. DECK CONSTRUCTION

538

CONC. FOOTING (SEE STRUCTURAL DRAWINGS)

TO TOP OF POST PINEBOARD TRIM & CASING ON

538

REINFORCED CONC. FOUNDATION WALL

TOP OF LOWER LEVEL CONC. FLOOR SLAB

NO TES:

140 x 140 PRESSURE TREATED POSTS AT 1600 O.C. MAX.

150

GRADE BEYOND

3800

996

FACE BRICK

2844

H.M. DOOR AND FRAME

325 1075 200 3600 9 E.Q. STEPS AT 400 EA

1300

2200

SLOPE DOWN 2% MIN. AWAY FROM GRADE

3044

40 DIA. GUARDRAIL AND PICKETS AT 140 O.C. MAX. LIGHT FIXTURE SECURED

295

WALL BEYOND.

FOUNDATION BEYOND

-3800

445

PREFINISHED METAL FLASHING

890X390 SOLID MASONRY PIER BEYOND

TOP OF CONCRETE TOPPING

000

295

844

445

BOARD AND BATTEN 19X184 PINE BOARDS AT 214 O.C. ON 16X64 PINE BATTENS ON BUILDING PAPER ON 13 PLYWOOD SHEATHING

3044

3044

2600

12800

2000

TOP OF LOWER LEVEL CONC. FLOOR SLAB

-3800

11x

12

SONO TUBE CONC. FOUNDATION

WEST ELEVATION 1 1 : 100

1

2

4

3

5

7

6

8

STONE CHIMNEY

9

9x

10

11

13

261

TYP. ROOF CONSTRUCTION 'C' ASHPHALT SHINGLES ON 13 PLYWOOD SHEATHING ON WOOD TRUSSES AT 600 O.C. MAX

361

261 STONE CHIMNEY

361

SKYLIGHTS TYP. ROOF CONSTRUCTION 'C'

30 DEGREE PIVOT POINT TYP. ROOF CONSTRUCTION 'C'

361

BOARD AND BATTEN 19X184 PINE BOARDS AT 214 O.C. ON 16X64 PINE BATTENS ON BUILDING PAPER ON 13 PLYWOOD SHEATHING

2.4 ALUM. SCREEN AND FRAME W/ INSUL. GLASS UNITS

PREFINISHED METAL FLASHING

INSUL. GLASS IN THERMALLY BROKEN ALUMINUM FRAME

SLOP

1

E

TYP. ROOF CONSTRUCTION 'C' BOARD AND BATTEN 40 DIA. GUARDRAIL AND PICKETS AT 140 O.C. MAX.

GLASS BLOCK WINDOWS

2200

2200

2200

2200

2200

2200

1450

956

U/S OF ROOF TRUSS

2200

2400

2844

T/O CONC. TOPPING

INSUL. GLASS IN THERMALLY BROKEN ALUMINUM FRAME

FACE BRICK

FACE BRICK

INSUL. SPANDREL

2200

GLASS UNITS

H.M. DOOR AND FRAME T/O CONC. SLAB ON GRADE

-400

T/O CONC. SLAB ON GRADE

800

-3800

ALUM. SCREEN AND FRAME W/ INSUL. GLASS UNITS

ALUMINUM LOUVERS FRAME AND SILL

ALUM. SCREEN AND FRAME W/ INSUL. GLASS UNITS

ALUM. SCREEN AND FRAME W/ INSUL. GLASS UNITS

2048

No.

Des c r i pt ion

Date

-3200

REINFORCED CONC. FOUNDATION WALL

SONO TUBE CONC. FOUNDATION CONC. FOOTING (SEE STRUCTURAL DRAWINGS)

CONC. FOOTING (SEE STRUCTURAL DRAWINGS)

SOUTH ELEVATIONAT MAIN BUILDING 2 1 : 100

26

25

24

23

22

21

20

19

18

17

16

15

14

13

12

11

TYP. ROOF CONSTRUCTION 'C' 361

361

30 DEGREE PIVOT POINT

TYP. ROOF CONSTRUCTION 'C' 361

361

TYP. ROOF CONSTRUCTION 'C'

2.4 1 VINYL CLAD WOOD WINDOWS (TYP.)

VINYL CLAD WOOD DOORS (TYP.)

PREFINISHED METAL FLASHING

BOARD AND BATTEN

2048U/S OF ROOF TRUSS

SLOP

PREFINISHED METAL FLASHING

E VINYL CLAD WOOD DOORS (TYP.)

VINYL CLAD WOOD WINDOWS (TYP.)

BOARD AND BATTEN

BOARD AND BATTEN 361

2412

295

295 2448

1450

-400

T/O CONC. TOPPING

ALUM. SCREEN AND FRAME W/ INSUL. GLASS UNITS

ALUM. SCREEN AND FRAME W/ INSUL. GLASS UNITS

REINF. CONC. FOUND. WALL 200 REINFORCED CONC.

CONC. FOOTING (SEE STRUCTURAL DRAWINGS)

HVAC UNIT (TYP.) (SEE MECH. DRAWINGS)

SLAB (TYP.)

WOOD GUARDRAIL (TYP.)

RESORT MOT EL ELEVATIONS

2350

200 1267 600

2800

-3200T/O CONC. SLAB ON GRADE

INSUL. GLASS IN THERMALLY BROKEN ALUMINUM FRAME

Project Number Date Drawn By Checked By

EAST ELEVATIONAT MOTEL UNITS 3 1 : 100 Scale: 1:100

0005 23.04.2021 Sadatsharify P. & Maslen K. Checker

A4

2021-04-29 5:35:56 PM

-956

U/S OF ROOF TRUSS

LIGHT FIXTURE SECURED TO TOP OF POST PINEBOARD TRIM & CASING ON 140 x 140 PRESSURE TREATED POSTS AT 1600 O.C. MAX.

000T/O CONC. TOPPING

2448

361

2200

444 800

1980 3044

3044

295

2800

3044U/S OF ROOF TRUSS

14

A5

15

J

Dz

Dy 8555

M 9455

900

8555

103 55

CENTRE LINE OF 300 FOUNDATION WALL

TYP. ROOF CONSTRUCTION 'C' ASHPHALT SHINGLES ON 13 PLYWOOD SHEATHING ON WOOD TRUSSES AT 600 O.C. MAX.

LIGHT-WEIGHT ENGINEERED WOOD TRUSSES AT 600 O.C. TO BE JOINED AT GRID LINE 'Dz'

2.4

2.4 1 S LO

SLO

PE

1

PE

EAVE PROTECTION (WATERPROOFING MEMBRANE) 400

www.autodesk.com/revit

1100

SPACE FOR EXHAUST AIR

FACE OF TRUSS

U 1XX

450

100

200

200

19048

MOTEL UNIT

U 1XX

16 GYP. WALL BOARD ON 22 FURRING CHANNELS AT 400 O.C. ON 38 CARRYING CHANNELS AT 1200 O.C MAX. (TYP.)

2448

BATH RM.

U 1XX

U 1XX

1667

COR R.

BATH RM.

2250

U 1XX

50 CONC. TOPPING ON 200 HOLLOW CORE CONC. SLAB

TOP OF CONCRETE-400 TOPPING

J

150

100

TYP. FOUNDATION WALL 380 REINF. CONC. FOUNDATION WALL DAMPROOF COATING 50 EXTRUDED POLYSTYRENE INSULATION TO 600 MIN. BELOW PAVING 25 DRAINAGE MAT

Dz

Dy

Dx

2800 TYP. 390 MASONRY CAVITY WALL 90 FACE BRICK 34 AIR SPACE 76 RIGID INSULATION AIQR/VAPOUR BARRIER 190 CONC. BLOCK TOP OF LOWER LEVEL-3200 CONC. FLOOR SLAB

SLOPE DOWN 2% MIN.

TYP. LOWER FLOOR FLOOR FINISH ON 100 CONC. SLAB REINF. WITH W.M.M. ON 0.15 POLYETHYLENE DAMPROOF LAYER ON 150 COMPACTED GRANULAR FILL

1 1 : 75

C

800

HVAC UNIT

800

U 0XX

190 CONC. BLOCK WALL (TYP.)

3200

1277

1410

MOTEL UNIT

U 0XX

-3200TOP OF LOWER LEVEL CONC. FLOOR SLAB

Bx

200

VINYL - CLAD WOOD WINDOW AND FRAME

BATH RM.

U 0XX

BUILDING SECTION 1

1000

1600

523

TEXTURED FINISH CONTINUOUS CONC. BLOCK BOND BEAM

COR R.

TYP. FOUNDATION WALL 380 REINF. CONC. FOUNDATION WALL DAMPROOF COATING 50 EXTRUDED POLYSTYRENE INSULATION TO 600 MIN. BELOW PAVING 25 DRAINAGE MAT

B

590

FOUNDATION WALL 300 REINF. CONC. FOUNDATION WALL DAMPROOF COATING 50 EXTRUDED POLYSTYRENE INSULATION 25 DRAINAGE MAT

1400

TYP. LOWER FLOOR FLOOR FINISH ON 100 CONC. SLAB REINF. WITH W.M.M. ON 0.15 POLYETHYLENE DAMPROOF LAYER ON 150 COMPACTED GRANULAR FILL FOR STC RATING OF 55 PARTITIONS BETWEEN UNITS TO BE 92 METAL STUDS WITH 2-13 GYP. WALL BOARD EACH SIDE WITH SOUND INSULATION BLANKET

1400

TOP OF CONC. CURB

100

150

200

HVAC UNIT

NO TES: 1. ALL DIMENSIONS IN MILIMETRES UNLESS OTHERWISE NOTED

U/S OF TRUSS2048

2210

381 800

1800 -400TOP OF CONCRETE FLOOR SLAB

92 METAL STUDS WITH 16 GYP. WALL BOARD ON BOTH SIDES (TYP.)

16 GYP. WALL BOARD (TYP.)

MOTEL UNIT

1267

100 200 1667

2448

198

200 281 500 450

NI.

20

20M

TYP. 390 MASONRY CAVITY WALL 90 FACE BRICK 34 AIR SPACE 76 RIGID INSUL. AIR/VAPOUR BARRIER 190 CONC. BLOCK

CONTINUOUS CONC. BLOCK BOND BEAM

MIN.

RSI 5.4 GLASS FIBRE BATT INSULATION AND CONTINUOUS POLYETHYLENE AIR/VAPOUR BARRIER

2048U/S OF TRUSS

TOP OF CONC. CURB

M

E

F

H

G

Hx

113 50 2200

8955

2400

4400

3600

3200

4000

Cx

150

PRECAST CONC. RAIN CAP WITH WASH (TYP.) 19 x 184 PINE BOARDS AT 214 O.C. ON 19 x 64 PINE BATTENS ON 13 PLYWOWOD SHEATHING ON 38 x 140 STUD FRAMING WITH INS UL ATI ON

PREFINISHED METAL FLASHING

LIGHT-WEIGHT ENGINEERED WOOD TRUSSES AT 600 O.C. TO BE JOINED AT GRID LINE 'E'

TYP. ROOF CONSTRUCTION 'C' ASHPHALT SHINGLES ON 13 PLYWOOD SHEATHING ON WOOD TRUSSES AT 600 O.C. MAX. 2.4 SLO

1

PE

MI

N.

RSI 5.4 GLASS FIBRE BATT INSULATION AND CONTINUOUS POLYETHYLENE AIR/VAPOUR BARRIER

19 x 184 PINE BOARDS AT 214 O.C. ON 19 x 64 PINE BATTENS ON 13 PLYWOOD SHEATHING ON 38 x 140 STUD FRAMING WITH INS UL ATI ON

44

450

20

CONTINUOUS CONC. BLOCK BOND BEAM

16 GYP. WALL BOARD (TYP.) 140 CONC. BLOCK WALL (TYP.)

CONC. BLOCK LINTEL

AL CO VE

COR R.

STAFF RM.

3044

U/S OF TRUSS3044 200 x 200 x 150 GLASS BLOCK WINDOW

190 CONC. BLOCK WALL

STRUCTURAL STEEL BEAM

U 1XX

U 1XX

MOTEL UNIT

U 1XX

50 x 150 THERMALLY BROKEN ALUMINUM FRAME WITH INSULATING GLASS UNIT

40 DIA. METAL TUBING GUARDRAIL AND PICKETS AT 140 O.C. MAX.

U 1XX

LIGHT FIXTURE SECURED TO TOP OF POST PINEBOARD TRIM & CASING ON 140 x 140 PRESSURE TREATED POSTS AT 1600 O.C. MAX.

FLOOR FINISH ON 50 CONC. TOPPING ON 250 HOLLOW CORE CONC. SLAB

TOP OF CONCRETE000 TOPPING TYP. DECK CONCTRUCTION 38 x 140 P. T. WOOD DECK AT 146 O.C. ON 38 x 184 JOISTS TAPERED CUT AT MIN 2% SLOPE ON SYNTHETIC WATERPROOFING MEMBRANE ON 16 EXT. GRADE T & G PLYWOOD SUB FLOOR ON 38 x 235 JOISTS AT 400 O.C. MAX.

100

530 300

SLOPE DOWN 2% MIN.

INTERLOCKING CONC. PAVERS ON COMPACTED CRUSHED LIMESTONE SCREENING

TYP. 390 MASONRY CAVITY WALL 90 FACE BRICK 34 AIR SPACE 76 RIGID INSULATION AIQR/VAPOUR BARRIER 190 CONC. BLOCK

140 CONC. BLOCK WALL (TYP.)

No.

140 CONC. BLOCK WALL (TYP.)

STRUCTURAL STEEL BEAM

Des c r i pt ion

Date

16 IN-LAY ACOUSTIC TILE IN SUSPENDED T-BAR SYSTEM (TYP.)

COR R.

GAMES RM.

U 0XX

2979

U 0XX

SERVERY

TYP. 390 MASONRY CAVITY WALL 90 FACE BRICK 34 AIR SPACE 76 RIGID INSULATION AIQR/VAPOUR BARRIER 190 CONC. BLOCK

GENERAL STORAGE

U 0XX

U 0XX

TYP. FOUNDATION WALL 380 REINF. CONC. FOUNDATION WALL DAMPROOF COATING 50 EXTRUDED POLYSTYRENE INSULATION TO 600 MIN. BELOW PAVING 25 DRAINAGE MAT

PINEBOARD TRIM & CASING ON 140 x 140 PRESSURE TREATED POSTS AT 4800 O.C. MAX. TOP OF LOWER LEVEL-3800 CONC. FLOOR SLAB

BUILDING SECTION 2 2 1 : 75

Hx

H

E

INTERLOCKING CONC. PAVERS ON COMPACTED CRUSHED LIMESTONE SCREENING 150x300 CONC CURB

100

TYP. FOUNDATION WALL 380 REINF. CONC. FOUNDATION WALL DAMPROOF COATING 50 EXTRUDED POLYSTYRENE INSULATION TO 600 MIN. BELOW PAVING 25 DRAINAGE MAT

1400

SLOPE DOWN 2% MIN.

TYP. LOWER FLOOR FLOOR FINISH ON 100 CONC. SLAB REINF. WITH W.M.M. ON 0.15 POLYETHYLENE DAMPROOF LAYER ON 150 COMPACTED GRANULAR FILL

TUBE FOUNDATION

Dx

C

300 DIA. CONC. SONO

B

A

2400

1498 553

TYPICAL ROOF CONSTRUCTION 'A' ASPHALT SHINGLES ON UNDERLAYMENT BUILDING PAPER ON 13 EXTRIOR GRADE PLYWOOD SHEATHING ON 50 RIGID POLY. INSULATION ON AIR/VAPOUR BARRIER ON 127 x 203 T. & G. WOOD DECK ON HEAVY TIMBER TRUSSES @ 4800 O.C.

Cx

2250

2400

FLOOR FINISH ON 50 CONC. TOPPING ON 250 HOLLOW CORE CONC. SLAB

19 x 184 PINE BOARDS @ 214 O.C. ON 13 PINE PLYWOOD (TYP.)

443

443

4066

7859

Owner

3120

16 IN-LAY ACOUSTIC TILE IN SUSPENDED T -B ARSY ST EM

H

16 G.W.B ON 22 FURRING CHANNELS @ 400 O.C. ON 38 CARRYING CHANNELS @ 1200 O.C MAX. (TYP.)

190 CONC. BLOCK WALL (TYP.)

TOP OF STAIR LANDING -1810 TYP FOUNDATION WALL 380 REINF. CONC. FOUNDATION WALL DAMPROOFING COATIN 50 EXTRUDED POLY. INSULATION TO 600 MIN. BELOW PAVING DRAINAGE MAT

TYP. LOWER FLOOR FLOOR FINISH ON 100 CONC. SLAB REINF. WITH WMM ON 0.15 POLYETHYLENE DAMPROOFING LAYER ON 150 COMPACTED GRANULAR FILL

CONC. FOUNDATION WALL AND FOOTING AT PIER BEYOND

885

690

150 x 400 REINF. CONC. CURB (TYP.)

TOP OF CONCRETE TOPPING 0

150 2400

TV LOUNGE

SECTIONS RESORT MOT EL

390 x 390 MASONRY PIER

690

200

BAR LOUNGE

CONC. FOUNDATION WALL AND FOOTING AT PIER BEYOND

Hx

178 x 800 LAMINATED VENEER LUMBER (LVL) BEAM

COMPACTED GRANULAR FILL AS REQUIRED

75 HEAVY DUTY ASPHALT PAVING ON 150 COMPACT CLEAR CRUSHED STONE

Project TOP OF LOWER LEVEL CONCRETE FLOOR SLAB -3800

Number Date Drawn By Checked By

Scale: 1:75

0004 09.04.2021 Sadatsharify P. & Maslen K. Checker

A6

2021-04-16 2:17:13 PM

300 DIA CONC. SONO TUBE FOUNDATION TYP. FOUNDATION WALL 330 REINF. CONC. FOUNDATION WALL DAMPROOFING COATING 50 EXTRUDED POLY. INSULATION TO 600 MIN. BELOW PAVING DRAINAGE MAT

2994

800 600

-3930

BUILDING SECTION 3 3 1 : 75

E

534

SLOPE DOWN 2% MIN.

TOP OF INTERLOCKING CONC. PAVERS AT LINE 'Hx'

OP

19 x 184 PINE BOARD @ 214 O.C. ON 19 x 64 PINE BATTENS ON BUILDING PAPER ON 13 PLYWOOD SHEATHING (TYP.)

2400

INTERLOCKING CONC. PAVERS ON 100 COMPACTED CRSUHED LIMESTONE SCREENING

SL

390 x 390 MASONRY PIER

530 200

TYP. 340 MASONRY CAVITY WALL 90 FACE BRICK 35 AIR SPACE 75 RIGID INSULATION AIR/VAPOUR BARRIER 140 CONCRETE BLOCK

3800 130

TOP OF LOWER LEVEL CONCRETE FLOOR SLAB

-3800

1

1172 400

50 x 150 THERMALLY BROKEN ALUMINUM FRAME WITH INSULATING GLASS UNIT TYP. DECK CONSTRUCTION 38 x 140 P.T. WOOD DECK @ 148 O.C. ON 38 x 184 JOISTS TA[ERED CUT @ MIN. 2% SLOPE ON SYNTHETIC WATERPROOFING MEMBRANE ON 16 EXT. GRADE T. & G. PLYWOOD SUB FLOOR ON 38 x 235 JOISTS @ 400 O.C. MAX

TOP OF CONCRETE TOPPING 0

TYP. ROOF CONSTRUCTION 'C' ASPHALT SHINGLES ON UNDERLAYMENT BUILDING PAPER ON 13 PLYWOOD SHEATHING ON WOOD TRUSSES @ 600 O.C. MAX

2.4

1400 600

3044

U/S OF TRUSS 3044

150

1572

19 x 184 PINE BOARDS @ 214 O.C. ON 19 x 64 PINE BATTENS ON BUILDING PAPER ON 13 PLYWOOD SHEATHING (TYP.)

16

E

Dx

150

PRECAST CONCRETE RAIN CAP WITH WASH

C

400

CONC. WYTHE BETWEEN FLUES

TYP. ROOF CONSTRUCTION 'A': ASPHALT SHINGLES ON UNDERLAYMENT BUILDING PAPER ON 13 EXTERIOR GRADE PLYWOOD SHEATHING ON 50 RIGID POLYISOCYANURATE INSULATION ON AIR/VAPOUR BARRIER 127 x 203 T. & G. WOOD DECK ON HEAVY TIMBER TRUSSES @ 4800 O.C.

125 50

100 DEEP POURED CONC. CAP WITH WASH AND DRIP

www.autodesk.com/revit

350 51 69 MIN.

700

25

H 1100

PREFINISHED METAL FLASHING

400 MIN.

TYP. ROOF CONSTRUCTION 'C' ASPHALT SINGLES ON 13 PLYWOOD SHEATHING ON WOOD TRUSSES @ 600 O.C.

3. ALL DIMENSIONS IN MILLIMETRES, UNLESS OTHERWISE NOTED

19X184 PINE BOARDS @ 214 O.C. ON 19X64 PINE BATTENS ON BUILDING PAPER ON 13 PLYWOOD SHEATHING ON 38X140 STUD FRAMING WITH INSULATION

2.4

LINE EAVE TROUGH WITH PRAYED ON WATERPROOFING MEMBRANE 13 PRESSURE TREATED PLYWOOD

1450

EXTEND WATERPROOFING MEMBRANE UP ROOF MIN. 300, OVERLAP BUILDING PAPER

LIGHT WEIGHT ENGINEERED WOOD TRUSSES @ 600 O.C.

1

19 x 64 WOOD TRIM

7070

WOOD BLOCKING AS REQUIRED

MIN

TYP. ROOF CONSTRUCTION 'A' ASPHALT SHINGLES ON UNDERLAYMENT BUILDING PAPER ON 13 EXTERIOR GRADE PLYWOOD SHEATHING ON 50 RIGID POLYISOCYANURATE INSULATION (R=7.2) ON AIR/VAPOUR BARRIER (FOIL FACED INSULATION WITH JOINTS SEALED) ON 127X203 T. & G. WOOD DECK (LAMINATED WITH V-JOINTS) ON HEAVY TIMBER TRUSSES @ 4800 O.C.

38X140 FRAMING

L - 150X90X10 996

70

150

19 x 184 PINE BOARDS @ 214 O.C.

WOOD BLOCKING AS REQUIRED

7575

FOR METAL CONNECTORS SEE STRUCTURAL DRAWINGS

16 GYP. WALL BOARD TOP OF BOND BEAM

370

190

19X64 WOOD TRIM 38X140 MORTAR LEVELLING BED, 13 DIA. ANCHOR BOLTS @ 1800 O.C. CONTINUOUS CONC. BLOCK BOND BEAM SEALANT & BACKING ROD FACE OF SCORED ARCITECTURAL CONC. BLOCK BEYOND

805

19X184 PINE BOARDS @ 214 O.C. ON 13 PINE PLYWOOD SOFFIT

19 x 184 PINE BOARDS @ 214 O.C. ON 19 x 64 PINE BATTENS ON BUILDING PAPER ON 13 PLYWOOD SHEATHING

44

32

SEALANT SOLDIER BRICK COURSE WEEP HOLES @ 600 O.C. FLASHING & SEALANT

2 -38 x 235 BUILT-UP BEAM BOLTED TO TRUSSES

38 x 184 SOFFIT NAILER

44

450 100 MIN.

.

38 x 140 PLATE

191

LINE EAVE TROUGH WITH SPR AYED -ON WATERPROOFING MEMBRANE

METAL FLASHING WOOD BLOCKING, VARIABLE HEIGHT FOR DRAINAGE SLOPE

SHIM & BLOCKING 38 x 89 NAILER

T RUSS

300,

13 PRESSURE TREATED PLYWOOD

19 x 140 T. & G. WOOD BOARDS ON 24 PLYWOOD SHEATHING ON 0.15 POLYETHELENE AIR/VAPOUR BARRIER RSI 3.5 GLASS FIBRE BATT INSULATION

CONTINUOUS 0.15 POLETHELENE AIR/VAPOR BARRIER RSI 5.1 GLASS FIBRE BATT IN SU L. 38X140 FRAMING 380X184 HEADER

3044 U/S OF 19X184 PINE BOARDS @ 214 O.C. ON 19X64 PINE PATTENS ON BUILDING PAPER ON 13 PLYWOOD SHEATHING

E

1

450

20

PREFINISHED METAL FLASHING WOOD BLOCKING, VARIABLE HEIGHT FOR DRAINAGE SLOPE WOOD BLOCKING AS REQUIRED

EXTEND WATERPROOFING MEMBRANE UP ROOF MIN. OVERLAP BUILDING PAPER

2.4

S LOP

150

370

809

ON 13 PINE PLYWOOD SOFFIT

U/S OF TRUSS 3044

CONTINUOUS 50 WIDE SCREENED WENT

187

NON-SHRINKING GROUT

890

SEAL AN T

170

390

40 x 40 ALUM. ANGLE BY WINDOW MANUFACTURER

CONTINUOUS 50 WIDE SCREENED VENT

LIGHT WEIGHT ENGINEERED WOOD TRUSSES @ 600 O.C.

SOLID MASONRY PIER BEYOND

19X140 T. & G. WOOD BOARDS ON 13 PLYWOOD SHEATHING ON 0.15 POLYETHELENE AIR/VAPOR BARRIER

PREFINISHED METAL FLASHING

HEAVY TIMBER TRUSSES @ 4800 O.C.

RSI 3.5 GLASS FIBRE BATT INSULATION

2420

TYP. ROOF CONSTRUCTION 'C' ASPHALT SHINGLES ON UNDERLAYMENT BUILDING PAPER ON 13 PLYWOOD SHEATHING ON WOOD TRUSSES @ 600 O.C.

DINING RM.

OFFICE

3044

3044 44

2010

1XX

16 GYP. WALL BOARD TOP OF MASONRY COLUMN

3044

RSI 5.1 GLASS FIBRE BATT INSULATION CONTINUOUS 0.15 POLETHELENE AIR/VAPOUR BARRIER

NON SHRINKING GROUT

16 GYP. WALL BOARD

STRUCTURAL STEEL BEAM WITH 38X140 WOOD PLATE BOLTED TO TOP FLANGE TYP. 390 MASONRY CAVITY WALL 90 FACE BRICK 35 AIR SPACE 75 RIGID RIGID INSULATION AIR/VAPOUR BARRIER 190 CONCRETE BLOCK FACE OF BRICK BEYOND

TYP. 340 MASONRY CAVITY WALL: 90 FACE BRICK 35 AIR SPACE 75 RIGID INSULATION AIR/VAPOUR BARRIER 140 CONCRETE BLOCK

92 METAL STUD FRAMING @ 400 O.C.

HOOD OVER FIREPLACE

50X150 THERMALLY BROKEN ALUMINUM FRAME WITH INSULATING GLASS UNIT

SEALANT

CORRIDOR

110

1XX

676

92

16 90

TYP. FLOOR: 50 CONC. TOPPING ON 250 PRESTRESSED CONC. HOLLOW CORE SLAB

75 75 90

TOP OF CONC. TOPPING

350

152

814

STEEL DOWEL TIE-DOWN IN EACH GROUTED KEY JOINT BEYOND

279 19 51 235

EQ

3044

3000

EQ

SEALANT & FLASHING

0000 TOP OF CONC. TOPPING

HIGH PLASTIC PADS

19 PINE SHELF 50

890

150

FINISHED GRADE

DENSITY BEARING

STRUCTURAL STEEL BEAM WITH 320 x 10 STEEL PLATE WELDED TO BOTTOM FLANGE

Description

Date

WEEP HOLES AT 600 O.C.

800

530

1600

240

No.

WOOD BLOCKING AS REQUIRED

JOIST HANGER

4 -38 x 286 PRESSURE TREATED WOOD BUILT-UP BEAM SET ON MORTAR LEVELING BED AT MASONRY PIER

2000

250

300

16 IN-LAY ACOUSTIC TILE IN SUSPENDED T-BAR SYSTEM

95 140

0

19 x 140 T. & G. PINE BOARDS

COAT HANGER ROD

50 EXTRUDED POLYSTYRENE INSULATION

TYP. DECK CONSTRUCTION: 38 x 140 P.T. WOOD DECK @ 146 O.C. ON 38 x 184 JOISTS TAPERED CUT @ MIN. 2% SLOPE ON SYNTHETIC WATERPROOFING MEMBRANE ON 16 EXT. GRADE T. & G. PLYWOOD SUB FLOOR ON 38 x 184 JOISTS TAPERED CUT @ MIN. 2% SLOPE ON 38 x 235 JOISTS @ 400 O.C. MAX.

280

100

SEE SPECIFICATION FOR FLOOR FINISH TYP. FLOOR 50 CONC. TOPPING ON 250 PRESTRESSED CONC. HOLLOW CORE SLAB

BASEBOARD

16

140

800

SCORED ARCHITECTURAL CONC. BLOCK STEEL DOWEL TIE DOWN IN EACH GROUTED KEY JOINT BEYOND

300

190

90 35 75

SHEAR CONNECTOR TIES @ 400 O.C. VERTICAL SEAL FLASHING TO AIR/VAPOUR BARRIER MORTAR DROPPING MESH WEEP HOLES @ 600 O.C.

230

243 38

92 METAL STUD FRAMING @ 400 O.C.

ALUMINUM SILL

2 - 38X89 PRESSURE TREATED WOOD

BASEBO AR D

DININ G 1RX MX .

586

16 GYP. WALL BOARD

SEAL FLASHING TO AIR/VAPOUR BARRIER

380

SEAL AN T

400 16 GYP. WALL BOARD ON 22 FURRING CHANNELS @ 400 O.C. ON 38 CARRYING CHANNELS @ 1200 O.C.

2371

HEARTH

TYP FLOOR 50 CONC. TOPPING ON 250 PRESTRESSED CONC. HOLLOW CORE SLAB

0000

3800

SEE SPECIFICATIONS FOR FLOOR FINISH 16 GYP. WALL BOARD ON 22 FURRING CHANNELS ON FOUNDATION WALL 400

TYP. FOUNDATION WALL 380 REINF. CONC. FOUND. WALL DAMPROOF COATING 50 EXTRUDED POLYSTYRENE INSULATION 25 DRAINAGE MAT

T/O CONC. TOPPING

MEETING RM. B FACE OF BRICK PIER BEYOND

100

50 x150 THERMALLY BROKEN ALUMINUM FRAME WITH INSULATING GLASS UNIT SEAL AN T 830

STEEL BAR TIES IN GROUTED KEY JOINTS

3800

GROUT VOIDS OF CORE SLAB AT SUPPORTS

ALUMINUM SILL

HALF HEIGHT SOLID BLOCK

HIGH DENSITY PLASTIC (MANSONITE) BEARING PADS 16 GYP. WALL BOARD ON 22 FURRING CHANNELS @ 400 O.C. ON 38 CARRYING CHANNELS @ 1200 O.C.

2 -38 x 89 PRESSURE TREATED WOOD

16 IN LAY ACOUSTIC TILE IN SUSPENDED T - BAR SYSTEM

FITNESS ROOM

ADJUSTABLE SHEAR CONNECTOR METAL TIES @400 O.C. VERTICAL (TYP.) SEAL FLASHING TO AIR/VAPOUR BARRIER

0XX

MORTAR DROPPING MESH WEEP HOLES AT 600 O.C. FLASHING

615

2970

TYP. LOWER FLOOR: 100 CONC. SLAB REINF. WITH W.M.M. ON 0.15 POLYETHYLENE DAMPROOFING LAYER ON 150 COMPACTED GRANULAR FILL

INTERLOCKING CONC. PAVERS

50

100 COMPACTED CRUSHED LIMESTONE SCREENING

LOB BY

MEETING RM. 'B'

0XX

0XX

50 EXTRUDED POLYSTYRENE INSULATION MANTEL

890 MASONRY COLUMN BEYOND

TYP. LOWER FLOOR 100 CONC. SLAB REINF. W/ W.M.M. ON 0.15 POLYETHYLENE DAMPROOFING LAYER ON 150 COMPACTED GRANULAR FILL

1600

TYP. FDN WALL: 330 REINF. CONC. FOUNDATION WALL DAMPPROOFING COATING 50 EXTRUDED POLYSTYRENE INSULATION DRAINAGE MAT

1100

WALL SECTIONS

12 PREMOULDED JOINT FILLER AND SEALANT AT ISOLATION JOINT

100 150

400 MIN.

FOOTING OF MASONRY COLUMN BEYOND

UNDISTURBED SOIL

TOP OF LOWER LEVEL CONC. FLOOR SLAB SEE SPECIFICATION FOR FLOOR FINISH TYP. LOWER FLOOR 100 CONC. SLAB REINF. W/ W.M.M. ON 0.15 POLYETHYLENE DAMPROOFING LAYER ON 150 COMPACTED GRANULAR FILL

REINF. CONC. FOOTING ON UNDISTURBED SOIL

Project Number Date

400

CONC. FLOOR SLAB

RESORT MOTEL

WITH 150MIN. CRUSHED STONE

16 GYP. WALL BOARD ON 22 FURRING CHANNELS ON CONC. BLOCK WALL

-3800 TOP OF LOWER LEVEL

-380 0

-3800

Drawn By Checked By

6 1 : 17

WALL SECTION

UNDISTURBED SOIL

WALL SECTION 5 1 : 17

REINFORCED CONC. FOOTING ON UNDISTURBED SOIL

WALL SECTION 1 1 : 20 S cal e

0001 12.02.2021 Sadatsharify P & Maslen K Checker

A-7

As indicated

2021-02-14 11:39:33 PM

12 PREMOULDED JOINT FILLER & SEALANT AT ISOLATION JOINT 100 DIA. MIN DRAINAGE PIPE COVERED WITH 150 MIN. CRUSHED STONE

1600

2970

240 CONC. BLOCK WALL

SEE SPECIFICATION FOR FLOOR FINISH

REINF. CONC. FOOTING ON UNDISTURBED SOIL

Own er

TOP OF LOWER LEVEL CONC. FLOOR SLAB

SLOPE DOWN 2% MIN.

17

9 M PREFINISHED METAL FLASHING 19 x 184 PINE BOARDS @ 214 O.C. ON

1100

1

www.autodesk.com/revit 19 x 140 T. & G. WOOD BOARDS ON 24 PLYWOOD SHEATHING ON 0.15 POLYETHELENE AIR/VAPOUR BARRIER RSI 3.5 GLASS FIBRE BATT INSULATION

20

MI

N.

LINE EAVE TROUGH WITH PRAYED ON WA TER PROO FING MEMBRANE 13 PRESSURE TREATED PLYWOOD PREFINISHED METAL FLASHING

45

500

FRAMING 380X184

38 x 140 PLATE

U/S OF TRUSS

32

U/S OF TRUSS

2048

3044 180 150 90

NON-SHRINKING GROUT

19X184 PINE BOARDS @ 214 O.C. ON 19X64 PINE PATTENS ON BUILDING PAPER ON 13 PLYWOOD SHEATHING

191

805

380

600 (TYP.)

SEALANT AND BACKING ROD

420

SEAL AN T

40 x 40 ALUM. ANGLE BY WINDOW MANUFACTURER

19X184 PINE BOARDS @ 214 O.C. ON 13 PINE PLYWOOD SOFFIT CONTINUOUS 50 WIDE SCREENED VENT

CONTINUOUS CONC. BLOCK BOND BEAM

3. ALL DIMENSIONS IN MILLIMETRES, UNLESS OTHERWISE NOTED

7575

FOR METAL CONNECTORS SEE STRUCTURAL DRAWINGS

19X32 WOOD TRIM

SOLID MASONRY PIER BEYOND

200 (TYP.)

38X140 PLATE ON 6 MORTAR LEVELLING BED, 13 DIA. ANCHOR BOLTS @ 2400 O.C. MAX.

143

190

333 (5 BRICK COURSES)48

48

HEADER 38X140 FRAMING

16 GYP. WALL BOARD ON 16X64 STRAPPING

SHIM & BLOCKING

WOOD BLOCKING, VARIABLE HEIGHT FOR DRAINAGE SLOPE WOOD BLOCKING AS REQUIRED

44

38X140

95

100 MIN. 450

CONTINUOUS 0.15 POLETHELENE AIR/VAPOR BARRIER RSI 5.1 GLASS FIBRE BATT INS UL .

38 x 140 STUD FRAMING @ 600 O.C. WITH RSI 3.5 FIBERGLASS BATT INSUL

EXTEND WATERPROOFING MEMBRANE UP ROOF MIN. 300, OVERLAP BUILDING PA PER

2.4

LIGHT WEIGHT ENGINEERED WOOD TRUSSES @ 600 O.C.

19 x 64 PINE BATTENS ON BUILDING PAPER ON 13 PLYWOOD SHEATHING ON

TYP. ROOF CONSTRUCTION: ASPHALT SHINGLES ON UNDERLAYMENT BUILDING PAPER ON 13 EXTERIOR GRADE PLYWOOD SHEATHING ON 50 RIDGID POLYISCYANURATE INSULATION ON AIR/VAPOUR BARRIER ON 127x203 T/ & G. WOOD DECK ON HEAVY TIMBER TRUSSES @ 4800 O.C.

TYP. ROOF CONSTRUCTION 'C' ASPHALT SINGLES ON 13 PLYWOOD SHEATHING ON WOOD TRUSSES @ 600 O.C.

3044

GENERAL LOUNGE

2420

400 MIN.

2448

MOTEL UNIT

U 1XX

2067

38X184 PRESSURE TREATED RAIL

TYP. 340 MASONRY CAVITY WALL: 90 FACE BRICK 35 AIR SPACE 75 RIGID INSULATION AIR/VAPOUR BARRIER 140 CONCRETE BLOCK

100

28X184 PRESSURE TREATED RAILS

38X89 PRESSURE TREATED RAIL (TYP.)

TYP. FLOOR: 50 CONC. TOPPING ON 250 PRESTRESSED CONC. HOLLOW CORE SLAB

38X38 PRESSURE TREATED PICKETS @ 138 O.C. SEE SPECIFICATION FOR FLOOR FINISH TYP. FLOOR 50 CONC. TOPPING ON 200 PRESTRESSED CONC. HOLLOW CORE SLAB

40140 7575 900

586

1070

BASEBOARD

TOP OF CONC. TOPPING 0

89X89 PRESSURE TREATED POSTS @ 1200 O.C.

143

CONTINUOUS 2 BRICK COURSES CONTINUOUS CONC. BLOCK BOND BEAM

814

100 TYPICAL 390 MASONRY CAVITY WALL 90 FACE BRICK 34 AIR SPACE 76 RIGID INSULATION AIR/VAPOUR BARRIER 190 CONC. BLOCK

STEEL DOWEL TIE-DOWN IN EACH GROUTED KEY JOINT BEYOND

HIGH PLASTIC PADS

200 533 (19 BRICK COURSES)

SEA L A NT

190

HIGH DENSITY PLASTIC (MASONITE) BEARING PADS

-400

150

200

50 200 150

1600 STEEL DOWEL TIE-DOWN IN EACH GROUTED KEY JOINT BEYOND

TOP OF CONC. TOPPING

No.

STRUCTURAL STEEL BEAM WITH 320 x 10 STEEL PLATE WELDED TO BOTTOM FLANGE

WEEP HOLES @ 600 O.C.

13 G.W.B. ON 22 FURRING CHANNELS @ 400 O.C.

DENSITY BEARING

16 IN-LAY ACOUSTIC TILE IN SUSPENDED T-BAR SYSTEM

2800

VINYL - CLAD WOOD WINDOW AND FRAME

2371

1267 (19 BRICK COURSES)

SEA L A NT

1267 (ROUGH OPENING)

MOTEL UNIT

T.V. LOUNGE

FACE OF BRICK PIER BEYOND

50 x150 THERMALLY BROKEN ALUMINUM FRAME WITH INSULATING GLASS UNIT SEALANT

FACE OF BRICK BEYOND

SEA L A NT

Date

SEAL FLASHING TO AIR/VAPOUR BARRIER SEALANT

L - 150X90X10

U 0XX

Description

WEEP HOLES AT 600 O.C.

FLASHING

SEA L A NT

ALUMINUM SILL 2 -38 x 89 PRESSURE TREATED WOOD

ALUMINUM SILL

TYP. LOWER FLOOR: 100 CONC. SLAB REINF. WITH W.M.M. ON 0.15 POLYETHYLENE DAMPROOFING LAYER ON 150 COMPACTED GRANULAR FILL

SEALANT & FLASHING

240

TYP. FOUNDATION WALL 380 REINF. CONC. FOUND. WALL DAMPROOF COATING 50 POLYSTYRENE INSULATION 25 EXTRUDED DRAINAGE MAT

TOP OF LOWER LEVEL CONC. FLOOR SLAB 150

200

10

1400 MIN.

WEEP HOLES AT 600 O.C. FLASHING INTERLOCKING CONC. PAVERS

100 COMPACTED CRUSHED LIMESTONE SCREENING

140

TOP OF CONC. CURB

-320

SLOPE DOWN 2% MIN.

0 -335

50 EXTRUDED POLYSTYRENE INSULATION

1600

0 50 EXTRUDED POLYSTYRENE INSULATION 95

MORTAR DROPPING MESH

285 380

TYP. FDN WALL: 330 REINF. CONC. FOUNDATION WALL DAMPPROOFING COATING 50 EXTRUDED POLYSTYRENE INSULATION DRAINAGE MAT

Own er

TOP OF LOWER LEVEL CONC. FLOOR SLAB -380 0

RESORT MOTEL WALL SECTIONS

100 DIA. MIN. DRAINAGE PIPE COVERED WITH 150 MIN. CRUSHED STONE

Project

100 DIA. MIN. DRAINAGE PIPE COVERED W/ 150 MIN. CRUSHED STONE

FOOTING OF MASONRY COLUMN BEYOND

Number Date Drawn By

REINF. CONC. FOOTING ON UNDISTURBED SOIL

WALL SECTION 1 1 : 13

REINF. CONC. FOOTING ON UNDISTURBED SOIL

WALL SECTION 3 1 : 17

Checked By

S cal e

0002 26.02.2021 Sadatsharify P. & Maslen K. Checker

A-8

As indicated

2021-03-02 12:10:12 AM

BA SEBOA RD

SEAL FLASHING TO AIR/VAPOUR BARRIER MORTAR DROPPING MESH WEEP HOLES @ 600 O.C.

50

76 34 90 110

1600

190

100

TYP. FLOOR 100 CONC. SLAB REINF. W/ W.M.M. ON DAMPROOFING LAYER FILL ON 150 COMPACTED GRANULAR

800 (12 BRICK COURSES)

800

SHEAR CONNECTOR TIES @ 400 O.C. VERTICAL 1322 95

SEAL FLASHING TO AIR/VAPOUR BARRIER

13 G.W.B. ON 22 FURRING CHANNELS @ 400 O.C.

2 - 38X89 PRESSURE TREATED WOOD

13 G.W.B. ON 22 FURRING CHANNELS @ 400 O.C.

SEE SPECIFICATION FOR FLOOR FINISH

ADJUSTABLE SHEAR CONNECTOR METAL TIES @400 O.C. VERTICAL (TYP.)

WOOD STOOL ON

16 PLYWOOD

SEA L A NT

615

WOOD STOOL ON WOOD BLOCKING

18

GRIMSBY WATERFRONT COMMUNITY

Thesis Project on Density Housing in Small Communities for OCAD University Designed using AutoCAD, Revit, TwinMotion, Procreate and Photoshop

19

As an influx of people move from cities into small communities such as Grimsby, the populations are increasing quickly. Condos currently being built are designed with the intention of replacing small town charm with big city excitement and in turn, citizens of these towns feel that their heritage and natural environments are being slowly taken away and replaced with architecture that makes no effort to reflect the essence of area. A middle ground can be met through strategic design. By creating a space in which there are many places for the community such as a waterfront trail, a park, a public square containing large amounts of seating, and shops, citizens will be able to feel as though they are welcomed and encouraged to take part in the new developments rather than feeling isolated from them. Having lived there my whole life, I feel that nothing would capture the true essence of Grimsby better than a space in which the community can be involved, friendships can be formed, and the small-town charm that already exists can be preserved. The focus of this thesis is based solely on the concept of connection, connection to the past, connection to the site, connection to the waterfront, connection to Grimsby, and connection to each other, this site will invoke that feeling of connection. In addition, by integrating local building styles into the design, and using them as inspiration, it can create a smoother transition between structure and landscape, as well as new and historic architecture; this will lighten the visual impact so that the design better corresponds with the local culture.

20

Circulation Map

Commerce Map

Site Plan

21

Lateral Site Section

Longitudinal Site Section

22

South Stacked Townhouses

23

FLOOR PLANS AND ELEVATIONS

24

West Stacked Townhouses

25

FLOOR PLANS AND ELEVATIONS

26

AXONOMETRIC PROJECTION

3

2 1

27

1

2

3

28

QUARTZ HOTEL

Done in collaboration with Konny Flores-Castillo for the class ED: Retail & Hospitality, at OCAD University Designed using AutoCAD, Revit, Twinmotion, Procreate InDesign, Illustrator and Photoshop. Model built using foam core and balsa wood

29

The Hotel is designed around the idea of creating an environment in which all travellers will feel relaxed and comfortable. Our inspiration is based on the natural elements, and includes sustainable and/or local materials such as bamboo and reclaimed wood sourced throughout Ontario. The hotel incorporates large open energy-efficient windows to allow natural sunlight and minimize energy use. The new design of this historic Toronto building includes the buildings existing exterior features, such as the original mansard roof and dormers, red brick, white stucco and dark wood accents, meanwhile, we’ve created a completely modern and unique interior environment. One of the main features is a living green wall in the lobby of the hotel and a green roof where guests can enjoy the views of the city while capturing the natural environment, We've incorporated geometric shapes/forms with natural elements, to create a balanced assembly where nature meets urban design. By creating a space that includes scattered geometric forms (Horizontal and vertical planes) it creates a distinction between structural and natural features that makes the design visually interesting and equally showcases both the architecture and natural elements. All of this is tied together by the scattered design, that replicates the non uniformity of nature itself. It is a combination of new and historic elements that will convey the beauty of nature and provide a getaway to help guests connect to the natural aura in the heart of downtown Toronto.

30

SITE STUDY Existing West Elevation

Existing South Elevation

Existing East Elevation

Transformation

Repetition

Pattern

Pattern Language Generalities Site Figure Ground Green Space

Generalities

Diagrams

Site 500m Radius 1km Radius Schools Places of Worship Parks Hospitals Community Centres

Zoning

Commercial Res. Employment Zone Commercial Res. Zone Open Space Zone Residential Zone

Location

Site Spadina Avenue King Street West

Circulation

Site TTC - Subway TTC - Streetcar Union Station

Commerce Site Hotels Restaurants Bars Cafes Retail

31

CONCEPT MODEL AND SKETCHES

Gym

Lobby

Banquet Hall

Spa

32

FLOOR PLANS

Ground Level

Second Level

Third Level

Fourth Level

Fifth Level

Sixth Level

Seventh Level

Roof Level

33

Axonometric Projections

Lateral Section

Longitudinal Section

Lateral Elevation

Longitudinal Elevation

34

35

36

ACHROMATIC APARTMENT DESIGN

37

This apartment was designed to be the setting of a fictional novel that I wrote, entitled begin again. which takes place in the year 2025 and follows the adventures of two cousins, Everest and Levi.

Personal Project Designed using Revit

38

FLOOR PLAN

39

40

BASEMENT RENOVATION _______

LIVING ROOM & BEDROOM

Professional Project done with Lion Carpet & Flooring Designed using Revit & Procreate

41

In the basement renovation project for Lion Carpet and Flooring, our goal was to create a functional and comfortable living space. the colour palette is neutral, featuring greys and a mix of light and dark natural wood tones. The existing colour palette was complemented by vibrant greenery in the living room to add a touch of organic warmth. The bedroom was transformed with a striking blue abstract rug, serving as both a focal point and a unifying element for the space. This renovation successfully blended style and practicality, creating a balanced and modern living environment

42

Existing Living Room

Proposed Redesign

43

Existing Bedoom

Proposed Redesign

44

KITCHEN RENOVATION _______

Professional Project done with Heart of The Home Niagara Designed using Revit

45

This galley kitchen renovation for Heart of the Home Niagara blends commercial functionality with sustainability. Designed for a chef, the kitchen boasts a professional-grade stainless steel wall and surfaces, complemented by a robust butcher block. The base cabinets are crafted from reclaimed materials, incorporating the client's own repurposed elements, and matched with new grey upper cabinets featuring the original handles. Tying the space together is a striking black and charcoal grey granite countertop, creating a two-toned aesthetic that is both modern and timeless.

W30"

W33"

B18"

DW14"

SB36"

DB18"

W27"

B18"

B12"

DB15"

W24"TOWER

B24"

DINING AREA

BUTCHER BLOCK 48" REFRIGERATOR

18"D

INDUCTION STOVE OVEN 30" B09"

14"D STAINLESS STEEL SHELVES

STAINLESS CHIMNEY HOOD FAN 30"

B36" WATERFALL COFFEE BAR

Floor Plan

46

Window Wall

Chef Wall

47

Existing Kitchen

Proposed Redesign

Proposed Redesign

Proposed Redesign

48