Salma Mahgoub Portfolio.pdf Dec 2016

SALMA MAHGOUB ARCHITECT

2016

PRIVATE HOUSE Memar Office -Mississauga, OntarioJob Training June-August 2015

Program: basement floor + Ground floor + First FloorArea: approx. 27069 F sq.Role: Draft the project in ArchiCAD 16 and contribute in plan development Status: Under construction

1:250

PRODUCED ON:

SCALE:

CLIENT:

www.MemarConsultants.com

A.01

This Product is Prepared by "Memar Consultants Inc."

T:1-877-776-7639416-575-4448

SITE PLAN

DRAWING TITLE:

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CHKD BY

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DRAWN BY

DO NOT SCALE DRAWINGS

CONTRACTOR MUST VERIFY ALL DIMENSIONSAND AS-BUILT INFORMATION INCLUDINGSTRUCTURAL AND MECHANICAL PRIOR TOCOMMENCEMENT OF WORK AND REPORT ANYDISCREPANCIES TO MEMAR CONSULTANTS INC.DESIGN, DRAWINGS & SPECIFICATIONS ARE ALLPROPERTY OF MEMAR CONSULTANTS INC ANDSHOULD NOT BE USED FOR ANY OTHER PROJECTWITHOUT WRITTEN PERMISSION FROM MEMARCONSULTANTS INC, SHOP DRAWINGS SHALL BESUBMITTED TO THE DESIGNERS BEFOREPROCEEDING WITH WORK.

ISSUED FOR:DATE:

OWNER:

PROJECT TITLE/ADDRESS:

K.I S.M

34 THEODORE DR

#Owner:

MISSISSAUGA

SUBJECT TO AN EASEMENT AS IN INST. No.ST6150

7.50

1.81

10.1

96.

002.

09

0.85

2.84

0.83

1.52

14.27 0.61

0.86

9.148.53

0.86 8.29

13.9

1

1.81

0.78

0.78 2.13

1.04

48.34

1.50

2.91

4.78

3.41

6.49

4.16

5.21

0.39

2.08

2.07

4.59

3.97

1.81

1.81

2.57

49.86

0.91

0.78 1.22 0.99

9.51 4.77 1.68

3.693.61

3.72

1.38

1.38

8.29(M)

8.66(P1&M)

8.26(P1)

1.32

1.28

(P1 &

S)

(P1&

S)

(P1&

S)

(P1&

M)

(P1&

M)

(P1&

M)

4.70

4.73

18.29

N44°27'00"W

73.41

73.33

73.24 N45°24'20"E

N45°24'20"E

18.2918.29

N44°43'00"W 18.29

(M)73.76(PL)

(M)

73.76(PL)

(M)N45°33'00"E(PL)

(M) (M)

(PL,P

1&S)

(PL,P

1&S)

(PL,P

1&S)

(PL,P

1&S)

(M)

N44°27'00"W

(PL)

12.29

12.15

xx

x

xxxxxxxx

xxxxxxxxxxxxxxxxxxxxxxx

xx

xx

xx

xx

xx

x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x

xx

xx

CURBCURB

(P1&

M)

PIN 13127-0239(LT

)

THEODO

RE DRIVE

APPRO

XIMATE C

ENTR

E LINE O

F PAVEMEN

T

CURB CUT

CHAIN LINK FENCE

LOT 7

(REFERENCE BEARING)

PIN 13127-0140(LT

)PIN 13127-0139(LT

)

LOT 8

PIN 13127-0141(LT

)

LOT 6

LOT 11

REGISTER

ED PLAN

529

CURB CUT

TOP OF CURB

PORCH

BRICK HOUSENEW 1 STOREY

N o .3 2

BRICK HOUSENEW 1 STOREY

No.36

EXIST. ASPHALT DRIVEWAY

NEW ASPHALTDRIVEWAY

ASPHALT DRIVEWAY

BOARD FENCECHAIN LINK FENCE

CHAIN LINK FENCE CHAIN LINK FENCE

ALU.

SHED

BOARD FENCE

CURBCURB

UP

CB

CB

CB

MH

MH

Ø1.0

Ø0.9

Ø0.4

Ø0.8

Ø0.9

(SILL)

(SILL)

52.49

46.8011.39

60.86

45.35

5.88

1.22


PART 3, PLAN 43R-7184





1 .52

1.52

1.52

1 .52

165.52

165.33 166.91

167.00

166.85

165.41

164.82

164.32

164.30

164.07

164.02

163.82

165.93

164.06

164.09

164.01

163.82

163.92

164.34

165.11

164.98

164.97

164.10

164.07

163.91

163.67

163.74 163.71 163.72

163.68 163.91

163.91

163.90

163.88

164.05 164.02

164.00

163.94

162.88

162.87

163.37

163.76

164.60

164.60

164.73

166.09

166.57

166.56

166.62 166.03

165.75

165.62 165.73

165.80

165.73

165.85

165.02

164.89

164.64

163.47 164.34

163.80 164.09

164.45

164.56

164.96

165.07

165.14

165.17

165.34

165.01

164.94

164.78

164.66

164.44

163.91

163.56 163.52

163.37

163.19 163.09

163.34 163.40

164.76

164.56 164.40

163.93

163.72

163.70

163.60

163.55

163.53

163.51

163.61

163.61

163.32

163.06

163.11

163.10 163.02 162.99

162.94

162.83 162.89

163.59

163.64

163.65

163.81

163.81

163.23

163.50

163.62

163.42

163.27 163.12

163.03

162.95

162.84

166.80

166.44

166.29

164.29

163.85

163.33

162.76

162.72

163.93 163.92 163.84

163.34

162.78 162.86

162.85

162.75

162.69

162.81

162.66

162.72

162.80

162.85 162.94

162.82

162.94

163.06

163.11 162.91

162.95 163.04

162.90

162.84

162.81

162.83

162.87PART 4, PLAN 43R-2584


A1163.39X

B1163.37

X

NO 34NEW 2 STOREY

STUCCO & STONEHOUSE

NEWWALKOUT

NE

WC

OV

ER

ED

PO

RC

H

B4162.80X

A4162.97X

A2163.59X

A3163.40X

B2163.53

XB3163.65

X

LOT AREA :LOT COVERAGE:

FRONT YARD AREA:HARD LANDSCAPE:SOFT LANDSCAPE:

BASEMENT AREA :GROUND FLOOR AREA:SECOND FLOOR AREA :CROSS FLOOR AREA :

NEW

WAL

KWAY

NEWDECK

7.5

M F

RO

NT

YAR

D S

ETBA

CK

15 M

FR

OM

FR

ON

T YA

RD

SET

BAC

K

3/16" = 1'-0"

PRODUCED ON:

SCALE:

CLIENT:


A.02


T:1-877-776-7639416-575-4448

BASEMENT

DRAWING TITLE:

31/08/2015

CHKD BY

Notes.

DRAWN BY



ISSUED FOR:DATE:

OWNER:


K.I S.M

34 THEODORE DR

#Owner:

MISSISSAUGA

12 R @ 7 1/2" = 7'-6"

11 T @ 10" = 9'-2"UP

1 2 3 4 5 6 7 8 9 10

11

12

15 R @ 7 1/2" = 9'-4 1/2"

14 T @ 10" = 11'-8"

UP

1 2 3 4 5 6 7 8 9 10

11

12

13

14

15

10'-11"

6'-10"6'-9 1/2"

12'-6"18'-3"

2'-9"9'-4"

2'-9"12'-1 1/2"

21'-2 1/2"

1'-2"7'

1'-2"

5'-6"

1'-3 1/2"48'-2"

2'11'

6'

10" 2' 31'-6" 5' 3' 5' 2'-4" 15'-1"

8'-1 1/2"

14'-11"11'-4"

17'-1"4'-10"

11'-3 1/2"

13'-8"

5'-7 1/2"3'

9'4'-3 1/2"

4'-10 1/2"

22'-4"

25'-6 1/2"

11'-7"

19'-6"

11'-8"

2'-6"

21'-2" 31'-2 1/2" 5'

2'-3"5'

7'-8"3'-5"

7'3'-3"

8'-6 1/2"5'

3'-7"

48'-2"

2'-8"

57'-4"

57'-4"

1

1

2

2

1

1

1

3

3

2

1

22

22

22

11

11

11

11

4342

4342

S.A C.M.D

S.A

S.A 40

WH

UTILITY ROOM

RECREATIONAL AREA

BAR

UNEXCAVATED

STORAGE

BEDROOM

COLDROOMS04

A.10S04A.10

S0

5A

.11

S0

5A

.11

3/16" = 1'-0"

PRODUCED ON:

SCALE:

CLIENT:


A.03


T:1-877-776-7639416-575-4448

GROUND FLOOR

DRAWING TITLE:

31/08/2015

CHKD BY

Notes.

DRAWN BY



ISSUED FOR:DATE:

OWNER:


K.I S.M

34 THEODORE DR

#Owner:

MISSISSAUGA

W

17

R @

7 2

1/

64

" =

10

'-4 3

9/

64

"

16

T @

10

" =

13

'-4"

4 R @ 7 1/2" = 2'-6"

3 T @ 10" = 2'-6"UP

1 2 3 4

3 R @ 7 1/2" = 1'-10 1/2"

2 T @ 10" = 1'-8"

UP

123

4 R @ 7 1/2" = 2'-6"

3 T @ 9" = 2'-3"

UP

1 2 3 4

F

3 R @ 7 1/2" = 1'-10 1/2"

2 T @ 10" = 1'-8"

UP

123

F

2' 5'

19'-6"

5'-1/2"

2'-1/2"

10'-8"

1'-11"

12'

1'-8"8'

1'-10"8'

1'-8"

15'-1/2" 5'-11/2"

8'1'-9"

3'-4"7'

3'-4"9

1/2"5'

2'-9"5'

48'-2"

3'5'-7

1/2"

14'-41/2"

21'-2"

57'-4"

8" 3' 1'-4"

12'-31/2"

4'-91/2" 4'

3'-6" 2' 46'-10"

7'-51/2"

5'

4'6'

4'

22'

7'17'-6"

2'-6"

3'-7"

14'-11"30'-9"

2'-6"

5'

21'-2" 31'-21/2"

19'-6"3'-6"

17'-1"

4'-8"

14'-11"17'-1"

3'

4'-41/2"1'

1'-51/2"

19'-6"

4'-8"

4'-91/2"

14'

2'-9"1'

7'-4"3'-9"

3'-21/2"

6'-6"2'-5"

14'-10"12'-2"

48'-2"

24'-5" 101/2" 2'-8" 1'-8" 3' 19'-81/2"

11'-2"

5'

57'-4"

8" 3'1'-4"

4'

S04A.10

S04A.10

S0

5A

.11

S0

5A

.11

8

8

8

8

8

8

8

10

10

10

12

11

11

11

11

20

20

8

4342

4342

4342

43

4342

43

76

S.A C.M.D

S.A

C.M.D

40

40

4342

22

8

8

OFFICE

FOYER

GARAGE MUDROOM

LAUNDRYPANTRY

GREAT ROOM

DININGROOM

DN

UP

SHELVES

DECK

DN

COVEREDPORCH

KITCHEN

WALKOUT

W/DR

F

5'-8"

3/16" = 1'-0"

PRODUCED ON:

SCALE:

CLIENT:


A.04


T:1-877-776-7639416-575-4448

SECOND FLOOR

DRAWING TITLE:

31/08/2015

CHKD BY

Notes.

DRAWN BY



ISSUED FOR:DATE:

OWNER:


K.I S.M

34 THEODORE DR

#Owner:

MISSISSAUGA

DR

W

17

R @

7 2

1/

64

" =

10

'-4 3

9/

64

"

16

T @

10

" =

13

'-4"

1

2

3

4 5 6 7 8 9

10

11

12

13

14

15

16

17

S04A.10

S04A.10

S0

5A

.11

S0

5A

.11

11'-6"

5'-6"

15'-41/2"

2' 9'-111/2" 2'

2'-11"

45'-8"

46'-10"

24'-5"3'

1'-9"5'

2'-11"5'

3'-7"

3'-11"7'

4'-9"3'-10

1/2"3'-6"

4'-91/2"

4'-81/2"

10'5'-7"

11'-4"

6'-6"

13'-101/2"

8'-61/2"

3'-11/2"

8'

8'-61/2"

2' 9'-61/2" 2'

4'-6"

2'15'-7

1/2"2'

14'

5'

3'

3'

3'

4'-3"

6'

14'

11'-6"

2'-10"

12'-11" 2' 6'-11" 2' 3'-51/2" 5' 14'-7"

3' 6'-81/2" 4' 16'-81/2"

5'-6" 3'-41/2" 4'-8"

4'-31/2"

3'-6"10'-1

1/2"

9'-8"

7'

2'-6"

5'-6"

13'-8"

5'

2'18'-6"

2'

7'

2'-10"

2'

2'

6'-9"

15'-8"12'-2

1/2"20'-3

1/2"

48'-2"

15'-91/2" 9"49'-8"

8

10

20

11

11

12

11

11

8

8

4342

43

43

43

43 30

S.AS.A

S.A

S.A

S.A

40 40

40

4040

11

11

20

20

10

C.M.D

8

8

MASTERBEDROOM #1

BEDROOM # 4

OPEN TOBELOW

MASTERBEDROOM # 2

W.I.C

ENSUITEBEDROOM #3

HISHERHALLWAY

LAUNDRY

BALC

ON

Y

BALC

ON

Y

W.I.CW.I.C

SKY LIGHT

SKYLIGHT

3/16" = 1'-0"

PRODUCED ON:

SCALE:

CLIENT:


A.05


T:1-877-776-7639416-575-4448

ROOF

DRAWING TITLE:

31/08/2015

CHKD BY

Notes.

DRAWN BY



ISSUED FOR:DATE:

OWNER:


K.I S.M

34 THEODORE DR

#Owner:

MISSISSAUGA

S04A.10

S04A.10

S0

5A

.11

S0

5A

.11

22'-10"22'-10"

1'-6"

19'-1"2'

27'-7"

6'-11 1/2"6'-11 1/2"

15'-2"

11'-2"

22'-9"

20'-8"

4'-9 1/2"4'-11"

11'-2"13'-2"

13'-2"20'-6 1/2"

13'-2"

9'-1/2"5'-10 1/2"

5'-6 1/2"

1'-6"2'-5"

5'5'

1'-4 1/2"3'-3 1/2"

8'-4 1/2"5'-2"

7'-2"7'-2"

3'-7 1/2"1'

51'-2"

48'-8"

2'-6"

11'-4 1/2"

6'-4 1/2"

10'-6 1/2"

1'-6" 18'-7 1/2" 29'-8 1/2" 1'-6"

51'-4"

28'-3" 2' 7'-5"

1'-6"

2'-10"

2'-10"

1'-6" 15'-4 1/2" 31'-5 1/2" 1'-6"49'-10"

23'-5"2'

23'-3"

10'-8 1/2" 4' 23'

6'

4'

3/16" = 1'-0"

PRODUCED ON:

SCALE:

CLIENT:


A.06


T:1-877-776-7639416-575-4448

EAST ELEVATION

DRAWING TITLE:

31/08/2015

CHKD BY

Notes.

DRAWN BY



ISSUED FOR:DATE:

OWNER:


K.I S.M

34 THEODORE DR

#Owner:

MISSISSAUGA

3'-1

1/2

"

2'5' 3'

-6" 2'-6" 5' 2'-6"

7'

8'

21'

7'

6'-6

"2'

-6"

7'

10'

11'

9'6'

-9"

29'-5

"

ESTABLISHED GRADE 163.34

-10'-1 -FIN BSMNT SLAB 161.10

±0'0 -FIN GR FL 163.15

+11'1 -FIN SEC FL 167.50

+20'2 -TOP OF PLATE 170.24

+26'-8.9"3 -TOP OF ROOF 172.29

8'

8'8'

7'

2'6'

GARAGE SLAB163.20

3/16" = 1'-0"

PRODUCED ON:

SCALE:

CLIENT:


A.07


T:1-877-776-7639416-575-4448

WEST ELEVATION

DRAWING TITLE:

31/08/2015

CHKD BY

Notes.

DRAWN BY



ISSUED FOR:DATE:

OWNER:


K.I S.M

34 THEODORE DR

#Owner:

MISSISSAUGA



±0'0 -FIN GR FL 163.15

+11'1 -FIN SEC FL 167.50

+20'2 -TOP OF PLATE 170.24

+26'-8.9"3 -TOP OF ROOF 172.29

5'

5'

7'

2'-6

"2'

6'

7'

5' 5'

4'4'

8'5'

3'

2'5'

-6"

2'5'

-6"

2'6'

8'

7'

7'

6'-6

"

6'-6

"2'

-6"

10'

11'

9'6'

-9"

29'-5

"

3/16" = 1'-0"

PRODUCED ON:

SCALE:

CLIENT:


A.08


T:1-877-776-7639416-575-4448

SOUTHELEVATION

DRAWING TITLE:

31/08/2015

CHKD BY

Notes.

DRAWN BY



ISSUED FOR:DATE:

OWNER:


K.I S.M

34 THEODORE DR

#Owner:

MISSISSAUGA

5' 5'

5'2'

2'4'

-6"

3'-6

"3'

2'

2'6'

3'

3'-6

"3'

10'

11'

9'6'

-9"

3'

6'-6

"2'

-6"

6'-6

"2'

-6"

21'



±0'0 -FIN GR FL 163.15

+11'1 -FIN SEC FL 167.50

+20'2 -TOP OF PLATE 170.24

+26'-8.9"3 -TOP OF ROOF 172.29

3/16" = 1'-0"

PRODUCED ON:

SCALE:

CLIENT:


A.09


T:1-877-776-7639416-575-4448

NORTHELEVATION

DRAWING TITLE:

31/08/2015

CHKD BY

Notes.

DRAWN BY



ISSUED FOR:DATE:

OWNER:


K.I S.M

34 THEODORE DR

#Owner:

MISSISSAUGA

2'6'

3'-1 1/2"

2'4'

-6"

3'-6

"3'

3'

4'7'

2'-8"3'

4'4'

10'

11'

9'6'

-9"

29'-5

"

21'



±0'0 -FIN GR FL 163.15

+11'1 -FIN SEC FL 167.50

+20'2 -TOP OF PLATE 170.24

+26'-8.9"3 -TOP OF ROOF 172.29

3/16" = 1'-0"

PRODUCED ON:

SCALE:

CLIENT:


A.10


T:1-877-776-7639416-575-4448

SECTION 4-4

DRAWING TITLE:

31/08/2015

CHKD BY

Notes.

DRAWN BY



ISSUED FOR:DATE:

OWNER:


K.I S.M

34 THEODORE DR

#Owner:

MISSISSAUGA

9'10

'9'

10'

11'

9'6'

-9"

25 26 27 28 29

GREATE ROOM

COLDROOM

RECREATIONAL AREA

DINING ROOM

COVERED PORCH

FOYER

MASTERBEDROOM #1

HALLWAY

BALCONY

-1 -FIN BSMNT SLAB 161.10-10'

0 -FIN GR FL 163.15±0'

1 -FIN SEC FL 167.50+11'

2 -TOP OF PLATE 170.24+20'

3 -TOP OF ROOF 172.29+26'-8.9"

3/16" = 1'-0"

PRODUCED ON:

SCALE:

CLIENT:


A.11


T:1-877-776-7639416-575-4448

SECTION 5-5

DRAWING TITLE:

31/08/2015

CHKD BY

Notes.

DRAWN BY



ISSUED FOR:DATE:

OWNER:


K.I S.M

34 THEODORE DR

#Owner:

MISSISSAUGA

9'10

'9'

10'

11'

9'6'

-9"

25 26 27 28 29

BEDROOMRECREATIN AREA

OFFICE GARAGE

FOYER

BEDROOM #4 MASTERBEDROOM #2

-1 -FIN BSMNT SLAB 161.10-10'

0 -FIN GR FL 163.15±0'

1 -FIN SEC FL 167.50+11'

2 -TOP OF PLATE 170.24+20'

3 -TOP OF ROOF 172.29+26'-8.9"

3/16" = 1'-0"

PRODUCED ON:

SCALE:

CLIENT:


A.12


T:1-877-776-7639416-575-4448

BASEMENT -STRUCTURAL

DRAWING TITLE:

31/08/2015

CHKD BY

Notes.

DRAWN BY



ISSUED FOR:DATE:

OWNER:


K.I S.M

34 THEODORE DR

#Owner:

MISSISSAUGA

12 R @ 7 1/2" = 7'-6"

11 T @ 10" = 9'-2"UP

1 2 3 4 5 6 7 8 9 10

11

12

15 R @ 7 1/2" = 9'-4 1/2"

14 T @ 10" = 11'-8"

UP

1 2 3 4 5 6 7 8 9 10

11

12

13

14

15

13'-10"13'-2"

16'-3 1/2"

10'-11" 9'-1" 21'-10 1/2"8'-6 1/2"

8'-6 1/2"

13'-10"13'-2"

16'-3 1/2"

11'-9 1/2"

3'-5"7'

3'-3"8'-6 1/2"

5'3'-6 1/2"

15'-9" 3' 12'-9" 5' 3' 5' 2'-4"

3'-11"7'

3'-11"

7'-6" 22'-6"

3'-3" 4'

3'

2'-3"5'

7'-8"

1'-6"2'-6"

8'-5 1/2"

7'

L

L

LLL

L

L

F+C

F+C

F+CS.T.B

S.T.B

LB

B

F+C

F+C

F+C

F+C

LVLLVL

LB

B F+CF+C

L

NEW FLOOR Joists

J1

NEW FLOOR Joists

J1

NEW FLOOR Joists

J1

NEW FLOOR Joists

J1

NEW FLOOR Joists

J1

NEW FLOOR Joists

J1

NEW FLOOR Joists

J1

NEW FLOOR Joists

J1

NEW FLOOR Joists

J1

J2NEW FL. Joists

J2 NEW

S04A.10

S04A.10

S0

5A

.11

S0

5A

.11

3/16" = 1'-0"

PRODUCED ON:

SCALE:

CLIENT:


A.13


T:1-877-776-7639416-575-4448

GROUND FLOOR -STRUCTURAL

DRAWING TITLE:

31/08/2015

CHKD BY

Notes.

DRAWN BY



ISSUED FOR:DATE:

OWNER:


K.I S.M

34 THEODORE DR

#Owner:

MISSISSAUGA

W

17

R @

7 2

1/

64

" =

10

'-4 3

9/

64

"

16

T @

10

" =

13

'-4"

4 R @ 7 1/2" = 2'-6"

3 T @ 10" = 2'-6"UP

1 2 3 4

3 R @ 7 1/2" = 1'-10 1/2"

2 T @ 10" = 1'-8"

UP

123

4 R @ 7 1/2" = 2'-6"

3 T @ 9" = 2'-3"

UP

1 2 3 4

F

3 R @ 7 1/2" = 1'-10 1/2"

2 T @ 10" = 1'-8"

UP

123

F

14'-2"13'-2"

16'-7 1/2"

4'-6" 15'

4'-5 1/2"8'-8 1/2"

9'-1"10'-11"

14'-2"

5'-1 1/2"8'

1'-9"3'-4"

7'3'-4"

9 1/2"5'

2'-9"5'

3'-7"

8" 3' 1'-4"

3'-11"7'

3'-11"1'-8"

8'1'-10"

8'1'-8"

3'-5 1/2"6'

2'-8"

4'-1 1/2" 2'-8" 1'-8" 3' 19'-8 1/2"

8" 3'1'-4"

19'-6"

7'-8" 22'-10"

S04A.10

S04A.10

S0

5A

.11

S0

5A

.11

S.T.B

S.T.B

L

L

L

L+S

L

L

L

L

L

LVLLVL

LVL

L

L

LVL

C

C

C

CL+S

L

LVLLVL

NEW FLOOR Joists

J1

NEW FLOOR Joists

J1

NEW FLOOR Joists

J1

NEW FLOOR Joists

J1

NEW FLOOR Joists

J1

NEW FLOOR Joists

J1

NEW FLOOR Joists

J1

NEW FLOOR Joists

J1

NEW FLOOR JoistsJ1

F

3/16" = 1'-0"

PRODUCED ON:

SCALE:

CLIENT:


A.14


T:1-877-776-7639416-575-4448

SECOND FLOOR -STRUCTURAL

DRAWING TITLE:

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CHKD BY

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DRAWN BY



ISSUED FOR:DATE:

OWNER:


K.I S.M

34 THEODORE DR

#Owner:

MISSISSAUGA

DR

W

17

R @

7 2

1/

64

" =

10

'-4 3

9/

64

"

16

T @

10

" =

13

'-4"

1

2

3

4 5 6 7 8 9

10

11

12

13

14

15

16

17

S04A.10

S04A.10

S0

5A

.11

S0

5A

.11

6'-1"7'

11'-4"3'

1'-9"5'

2'-11"5'

3'-7"

12'-11" 2' 6'-11" 2' 3'-5 1/2" 5' 14'-7"

3'-11"7'

4'-9"3'-10 1/2"

3'-6"3'-9 1/2"

5'-8 1/2"2'-6"

5'2'-6"

5'-7"

9" 3' 6'-8 1/2" 4' 16'-8 1/2"

L

LL

L

LLL

L

L

L+S

L

L

1:1.65

PRODUCED ON:

SCALE:

CLIENT:


A.15


T:1-877-776-7639416-575-4448

CONSTRUCTIONSPECIFICATION -

RES

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ISSUED FOR:DATE:

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K.I S.M

34 THEODORE DR

#Owner:

MISSISSAUGA

RSI 5.46(R31)

RSI 5.46(R31)

RSI 3.87(R22)

RSI 8.81(R50)

RSI 3.87(R22)

RSI 5.46(R31) RSI 3.87(R22)

RSI 1.76(R10)

RSI 3.87 (R22) RSI 8.81(R50)

UNHEATEDGARAGE

RSI 0.0

RSI 2.11(R12)

RSI 0.0

RSI 0.0

RSI 5.21(R31)

RSI 3.87(R22)

RSI 5.46 R31

CELING CONSTRUCTION5/8" INTERIOR DRYWALL FINISHCONTINUOUS AIR/ VAPOUR BARRIERW/MINIMUM R 50 BATT INSULATION

1

WALLS------

EXTERIOR WALL - STONE VENEER

90mm FACE STONE, 25mm AIR SPACE0.76mm THICK x 22mm WIDEGALVANIZED METAL TIESINSTALLED W/ GALVANIZEDSPIRAL NAILS OR SCREWS400mm O.C. HORIZ, 600mm O.C. VERT.AIR BARRIER, LAYERSTO OVERLAP EACH OTHEREXTERIOR TYPE SHEATHING2" x 6" STUDS @ 16" O.C.R 22 BATT INSUL. IN CONT.CONTACT W/ EXTERIOR SHEATHINGCONTINUOUS AIR-VAPOUR BARRIER12.7mm INTERIOR DRYWALL FINISHDOUBLE PLATE @ TOPSOLE PLATE @ BOTTOMVENEER ASSEMBLY @ FDN. WALL0.5mm POLY FLASHING MINIMUM150mm UP BEHIND SHEATING PAPERWEEP HOLES@MIN 800mm APART

J1

JOISTS:------

2"×10" WOOD SPR. #2@ 16" o.c.

STEEL HSS 4"X4" Steel ColumnW/ 8"X8"X0.5" TOP & BASEPLATE

C2

WOOD - 6"x6" POST ANCHOREDTO CONC. PIER W/ METAL SHOE& 1/2" DIA BOLT SHOE ANCHOREDMIN 4" INTO CONCRETEPIER/FOOTING

C1

COLUMNS------

B3 3 - 1 3/4" x11 7/8" 3100Fb - 2.0E LVL

B1

BEAMS------

3 - 2"×10" WOOD, MIN SPR. #2

B2 STEEL BEAM W100x200WITH MECHANICAL CONNECTIONAND 5/8" STRUCTURALBOLT AND NUT.19 mm by 38 mm wood strips incontact with the top flange arenailed on both sidesof the beam to the bottom of thejoist for lateral sup.

L1

5"×31/2"x3/8" L - STEEL ANGLEfor up to 3(10') opening VENEER

LINTELS------

3/38×184(3-2"×8") MIN SPR. #2

L2

GARAGE------

3/38×235(3-2"×10") MIN SPR. #2

L5

GUARDSINTERIOR LANDINGS =2’-11"EXTERIOR BALCONY = 3’-6"INTERIOR STAIRS =2’-11"EXTERIOR STAIRS =2’-11"

GUARD HEIGHT IFDECK TO GRADE IS:GREATHER THAN 5’-11" =3’-6"5’-11" OR LESS =2’-11"NO MEMBER OR ATTACHMENTBETWEEN 4" & 2’-11" HIGHSHALL FACILITATE CLIMBING

43

STAIRS INTERIOR/EXTERIORMAXIMUM RISE =7 7/8"MINIMUM RISE =4 7/8"MINIMUM RUN =8 1/4"MAXIMUM RUN =14" MINIMUM TREAD = 9 1/4" MAXIMUM TREAD =14" MAXIMUM NOSING =1"MINIMUM WIDTH =2’-10"MINIMUM HEADROOM =6’-5"

42

MECHANICAL VENTILATIONPROVIDE MIN 5.0 L/S IN KITCHENSAND BATHROOMS,37.5 L/S FORPRINCIPAL EXHAUST FAN

40

GENERAL------

SLOPE ROOF | MIN 1 TO 3 RATIO------

ATTIC ACCESSPROVIDE ATTIC ACCESS MIN23"x23" W/INSULATION &WEATHER STRIPPING.

30

EAVES PROTECTIONEAVES PROTECTION MEMBANE TOEXTEND FROM THE EDGE IF THEROOF,36" UP THE SLOPE BUT NOTLESS THAN 12" BEYOND THEINTERIOR FACE OFTHE EXTERIOR WALL

29

ROOF VENTILATION1:300 OF THE INSULAED CEILINGAREA UNIFORMLY DISTRIBUTES.

28

OVERHANG CONSTRUCTIONPREFINISHED ALUMINUM FASICAEAVESTROUGH & RAIN WATERLEADERS TO MATCH EXISTINGFINISHES. PROVIDE DRIP EDGE ATFASCIA & VENTED SOFFIT EXTENDDOWNSPOUTS TO GRADE LEVEL

27

SLOPE - ROOF CONSTRUCTION20 YEAR ASPHALT SHIGLES ON MIN.3/8" EXTERIOR PLYWOOD-SHEATHING ON APPROVED ROOF-TRUSSES OR CONVENTIONALFRAMING .(SEE PLANS)USE ‘H’ CLIPS IF 24" O.C SPACING

26

------

FLOOR CONSTRUCTIONFLOOR FINISH AS PER PLAN ORFINISH SCHEDULE5/8" T&G PLYWOOD SUBFLOORFLOOR JOISTS AS PER FLOOR PLANFLOOR JOISTS BRIDGED W/CONTINUOUS 1"×3" STRAPPING OR2 ROWS OF 2"×2" CROSS BRIDGINGOR SOILD BLOCKING

20

ROOFS - CEILINGS

25

CONCRETE SLAB3" POURED CONCRETE SLAB (25 mpa-3600 PSI CONC. STRENGTH)4"CRUSHED STONE BELOW

22

------ FLOORS

------ FOUNDATION

EXTERIOR WALL - STUCCOSYSTEM TO COMPLY WITHOBC-9.28. OR CCMC 13103-Rsee shop drawing2"x6" STUDS @ 16" O.C.R 22 BATT INSULATION INCONTINUOUS CONTACT W/SHEATHING & CONTINUOUSVAPOUR BARRIERDOUBLE PLATE @ TOPSOLE PLATE @ BOTTOMINTERIOR WALL FINISH

8

10

12 INTERIOR L.B. WALL - WOODINTERIOR FINISH-SEE PLAN ORINTERIOR FINISH SCHEDULE1/2" DRYWALL FINISH BOTH SIDESOF 2"×6" WOOD STUDS @ 16" O/C2 TOP PLATES & 1 BOTTOM PLATENOTES:[] PROVIDE SOUND INSULATIONIN BATHROOM WALLS,FURNACE RM.&WHERE INDICATED ON PLAN[]ALL WASHROOMS WALLS USE 1/2"WATERPROOF GYPSUM BOARD[]ALL WALLS SURROUNDINGBATHTUBS,USE 1/2" WATERPROOFCEMENT BOARD,TAPE ALL JOINTS

INTERIOR STUD PATITIONINTERIOR FINISH-SEE PLAN ORINTERIOR FINISH SCHEDULE1/2" DRYWALL FINISH BOTH SIDESOF 2"×4" STUDS @ 16" O/C2 TOP PLATES & 1 BOTTOM PLATENOTES:[] PROVIDE SOUND INSULATIONIN BATHROOM WALLS,FURNACE RM&WHERE INDICATED ON PLAN[]ALL WASHROOMS WALLS USE 1/2"WATERPROOF GYPSUM BOARD[]ALL WALLS SURROUNDINGBATHTUBS,USE 1/2" WATERPROOFCEMENT BOARD,TAPE ALL JOINTS

11

76 ATTACHED GARAGESEFFECTIVE GAS AND EXHAUST FUMES BARRIER BETWEEN UNIT AND THE GARAGE- DOOR BETWEEN THE GARAGE AND THE UNIT MUST BE WEATHERSTRIPPED & FITTED WITH A SELFCLOSING DEVICE AND MUST NOT BE LOCATED IN A ROOM INTENDED FOR SLEEPING- ANY WINDOWLOCATED IN A WALL SEPARATING A UNIT FROM AN ATTACHED GARAGE MUST BE PROPERLY SEALED

-Beams/Lintels with supported lengthsgreater than 4.2m(13') require minimum 114mm(4.5") bearing length.-Beams/Lintels with supported lengthsLess than 4.2m(13') require minimum 51 (2")mm.

B3 5 1/4" x11 7/8" 2.0E PSL7"×4"x1/2" L - STEEL ANGLEfor up to(4.2)14' opening VENEER

L6

L3 3/38×286(3-2"×12") MIN SPR. #2

L4 4"×31/2"x5/16" - STEEL ANGLEfor up to 2.47(8')opening VENEER

POURED-FOUNDATION WALL

FOOTING:PROVIDE PARGING COVED OVER1 story:500X150(20"×6")2 story:610X200(24"×8")3 story : 760X250(30"X10")POURED CONC. FOOTINGTO BEAR ON UNDISTURBED SOIL2-15m LONGITUDINAL BARSSOIL BEARING CAPACITYOF 2200 PSF ASSUMEDCONTRACTOR VERIFY WITH SOILREPORT IF NEEDED.

FOUNDATION WALL:10" THK. POURED CONCRETE25 MPa , WITH BITUMINOUSDAMPROFFING,(LATERAL SUPPORT)REINFORCE THE CONCRETE WALLWITH 15m VERTICAL BAR @16"AND 15m HORIZONTAL BAR@16"DRAINAGE LAYER:[] MIN.3/4" MINERAL FIBREINSULATION W/A DENSITY OFNOT LESS THAN 3.6 LB./FT.OR[] MIN.4" OF FREE DRAININGGRANULAR MATERIAL OR[] A B.M.E.C. APPROVEDDRAINAGE LAYER MATERIALFDN. WALL DRAINAGE4" DIA.WEEPING TILE WITH6" CRUSHED STONE COVERSTEP FOOTINGSSTEP FOOTINGS IF APPLICABLESHALL HAVE 2' - 0"MIN. HORIZ. STEPS AND VERTICALSTEPS NOT GREATER THAN 2/3 OFHORIZ. STEP TO A MAX OF 2' - 0"FDN. WALL INTERIOR FINISH1/2" INTERIOR DRYWALL FINISH2"×4" STRAPPING @16" O/CMIN.R12 INSULATION W/6 MIL POLYAIR/VAPOUR BARRIER FULL HEIGHTMOISTURE BARRIER TO HEIGHT OFEXTERIOR GRADE BETWEENFDN. WALL & WOOD FRAMING

11 7/8" NORDIC - NI-90x @16" O.C. nailed and Glued-WITH BLOCKING,5/8" PLYWOODSUBFLOOR (UP TO 21'-11"),1/2" DRYWALL

J2

2 POURED-FOUNDATION WALL


FOUNDATION WALL:10" THK. POURED CONCRETE25 MPa , WITH BITUMINOUSDAMPROFFING,(LATERAL SUPPORT)REINFORCE THE CONCRETE WALLWITH 15m VERTICAL BAR @16"AND 15m HORIZONTAL BAR@16"DRAINAGE LAYER:[] MIN.3/4" MINERAL FIBREINSULATION W/A DENSITY OFNOT LESS THAN 3.6 LB./FT.OR[] MIN.4" OF FREE DRAININGGRANULAR MATERIAL OR[] A B.M.E.C. APPROVEDDRAINAGE LAYER MATERIALFDN. WALL DRAINAGE4" DIA.WEEPING TILE WITH6" CRUSHED STONE COVERSTEP FOOTINGSSTEP FOOTINGS IF APPLICABLESHALL HAVE 2' - 0"MIN. HORIZ. STEPS AND VERTICALSTEPS NOT GREATER THAN 2/3 OFHORIZ. STEP TO A MAX OF 2' - 0"

3 POURED-FOUNDATION WALL


FOUNDATION WALL:8" THK. POURED CONCRETE25 MPa , WITH BITUMINOUSDAMPROFFING,(LATERAL SUPPORT)REINFORCE THE CONCRETE WALLWITH 15m VERTICAL BAR @16"AND 15m HORIZONTAL BAR@16"DRAINAGE LAYER:[] MIN.3/4" MINERAL FIBREINSULATION W/A DENSITY OFNOT LESS THAN 3.6 LB./FT.OR[] MIN.4" OF FREE DRAININGGRANULAR MATERIAL OR[] A B.M.E.C. APPROVEDDRAINAGE LAYER MATERIALFDN. WALL DRAINAGE4" DIA.WEEPING TILE WITH6" CRUSHED STONE COVERSTEP FOOTINGSSTEP FOOTINGS IF APPLICABLESHALL HAVE 2' - 0"MIN. HORIZ. STEPS AND VERTICALSTEPS NOT GREATER THAN 2/3 OFHORIZ. STEP TO A MAX OF 2' - 0"

FIRE/SAFTY -

CARBON MONOXIDEDETECTOR/ALARM C.M.A.

S.A.SMOKE DETECTORAND SMOKE ALARM

AbbreviationS------

PIER : 32 mpa - 5%-7% air12" DIA POURED ConcreteMIN 4' BELOWGRADE ON UNDISTURED SOIL.

F2

F1

FOUNDATION------

25 mpa 3.5'X3.5'X20" Concretefooting with 15m both directioncc 6" with 3" cover.

LBLOADBEARING

FDNFOUNDATION WALL

LEGEND------

WATER HEATER WH

PRODUCED ON:

SCALE:

CLIENT:


A.16


T:1-877-776-7639416-575-4448

WALL DETAILS-BRICK

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34 THEODORE DR

#Owner:

MISSISSAUGACONC. FTG. (TYPICAL)POURED

ASPHALT SHINGLES ON MIN.9.5mm PLYWOOD SHEATHING ON

WOOD RAFTERS (SEE PLANS) USE'H'-CLIPS IF 600mm O.C. SPACING

EAVE PROTECTION TO EXTENDFROM THE EDGE OF THE ROOF,900mm UP THE SLOPE BUT NOT LESSLESS THAN 300mm BEYOND THE INT.FACE OF THE EXTERIOR WALL

APPROVED ROOF TRUSSES OR

WOOD SILL PLATE FASTENED TOFOUNDATION WALL W/ MINIMUM12.7mm DIAMETER ANCHOR BOLTSEMBEDDED MIN. 100mm IN CONCRETE@ 2400mm O.C. MAX. & PROVIDECONTINUOUS AIR BARRIER BETWEENPLATE & FOUNDATION WALL

BITUMINOUS DAMPPROOFINGON MINIMUM 6mm PARGING ONCONCRETE BLOCK FDN. WALLW/ PARGING COVED OVERPOURED CONCRETE FOOTING

FOOTING TO BEAR ONUNDISTURBED SOIL

150mm CRUSHED STONE COVER100mm DIA. WEEPING TILE W/

75mm POURED CONC. SLAB

25 MPa WITHOUT POLY

BASEMENT SLAB

100mm CRUSHED STONE

38x89 WOOD STRAPPING @ 400 O.C.R12 INSULATION W/ 0.15mm POLY

OF EXTERIOR GRADE BETWEENFOUNDATION WALL & WOOD FRAMING(INTERIOR FINISH IS OPTIONAL)

MOISTURE BARRIER TO HEIGHTVAPOUR/BARRIER W/

15.5mm T&G PLYWOOD SUBFLOOROR APPROVED EQUAL ON WOODFLOOR JOISTS BRIDGED W/CONTINUOUS 19x64 STRAPPINGOR 38x38 CROSS BRIDGING ORSOLID BLOCKING @ 2100 O.C.

CONTINUOUS HEADER JOIST W/R31 BATT INSULATION, EXTENDVAPOUR BARRIER & SEALTO JOIST & SUBFLOOR

INTERIOR CEILING FINISHCONT. AIR/VAPOUR BARRIERW/ MINIMUM R50 INSULATION

FLOOR FINISH

OF EXTERIOR WALL

CARRY MIN. R50 INSULATIONTO COVER INTERIOR FACE

15 MPa W/ 0.15mm POLY

MAX.25mm

0.5mm POLY FLASHING

PROVIDE WEEP HOLESSHEATHING PAPER

@ MAX. 800mm APART

MINIMUM 150mm UP BEHIND

MIN

. 150

mm

MAX

. TO

TAL

MAS

ON

RY

HEI

GH

T 25

00m

m

ROOF VENTILATION1:300 OF THE INSULATEDCEILING AREAUNIFORMLY DISTRIBUTED

SEALANTACOUSTIC

MEMBRANE UNDER

SEALANTACOUSTIC

BOTTOM PLATE

POLY DAMPPROOFING

EAVESTROUGH, RWL

TO HAVE TIE HOLES FILLED(POURED CONCRETE WALLS

OR DAMPPROOFING)WITH CEMENT MORTAR

FROM BUILDING FACESLOPE GRADE AWAY

FASCIA BOARD &VENTED SOFFITFINISH AS PERTHE ELEVATIONS

1 MIN

3

SLAB

DRAINAGE LAYER- MINIMUM 19mm MINERAL FIBRE

INSULATION W/ A DENSITY OF

- MINIMUM 100mm OF FREE DRAINING GRANULAR MATERIAL, OR

- A B.M.E.C. APPROVED DRAINAGE LAYER MATERIAL

NOT LESS THAN 57kg/M , OR3

380mm ABOVE FLOORINSUL. MAY BE TERMINATED




FLOOR FINISH

0.5mm POLY FLASHING

PROVIDE WEEP HOLESSHEATHING PAPER

@ MAX. 800mm APART

MINIMUM 150mm UP BEHIND

CONTINUOUS VAPOUR/AIR BARRIER

R22 BATT INSULATION IN CONT.38x140 WOOD STUDS @ 400 O.C.EXTERIOR TYPE SHEATHINGTO OVERLAP EACH OTHER

400mm O.C. HORIZONTAL

0.76mm THICK x22mm WIDE

90mm FACE STONE

SOLE PLATE @ BOTTOMINTERIOR WALL FINISH

DOUBLE PLATE @ TOP

STONE VENEER WALL

GALVANIZED METAL TIESINSTALLED W/ GALVANIZEDSPIRAL NAILS OR SCREWS

SHEATHING PAPER W/ LAYERS

CONTACT W/ SHEATHING

25mm AIR SPACE

600mm O.C. VERTICAL

SEALANTACOUSTIC

STONE VENEER EXTERIOR

STUCCO

SHEATHING PAPER, LAYERSTO OVERLAP EACH OTHEREXTERIOR TYPE SHEATHING38x140 WOOD STUDS @ 400 O.C.R22 BATT INSULATION IN

VAPOUR BARRIERDOUBLE PLATE @ TOPSOLE PLATE @ BOTTOMINTERIOR WALL FINISH

CONTINUOUS CONTACT W/SHEATHING & CONTINUOUS

Finish CoatBasecoat w Reinforcing MeshReinforcing Metal Lath/MeshInsulation BoardAdhesive/Attachment

EAVESTROUGH, RWLFASCIA BOARD &VENTED SOFFITFINISH AS PERTHE ELEVATIONS

ASPHALT SHINGLES ON MIN.9.5mm PLYWOOD SHEATHING ON

WOOD RAFTERS (SEE PLANS) USE'H'-CLIPS IF 600mm O.C. SPACING

EAVE PROTECTION TO EXTENDFROM THE EDGE OF THE ROOF,900mm UP THE SLOPE BUT NOT LESSLESS THAN 300mm BEYOND THE INT.FACE OF THE EXTERIOR WALL

APPROVED ROOF TRUSSES OR




ACOUSTICSEALANT

INTERIOR CEILING FINISHCONT. AIR/VAPOUR BARRIERW/ MINIMUM R50 INSULATION

FLOOR FINISH

OF EXTERIOR WALL

1 MIN3

UNIFORMLY DISTRIBUTED

CARRY MIN. R50 INSULATIONTO COVER INTERIOR FACE

CEILING AREA1:300 OF THE INSULATEDROOF VENTILATION

CONC. FTG. (TYPICAL)POURED

FRAME WALL CONSTRUCTIONFINISH AS PER ELEVATIONSSHEATHING PAPER, LAYERSTO OVERLAP EACH OTHEREXTERIOR TYPE SHEATHING38x140 WOOD STUDS @ 400 O.C.R22 BATT INSULATION IN

VAPOUR BARRIERDOUBLE PLATE @ TOPSOLE PLATE @ BOTTOMINTERIOR WALL FINISH


SLOPE GRADE AWAYFROM BUILDING FACE

DRAINAGE LAYER- MINIMUM 19mm MINERAL FIBRE

INSULATION W/ A DENSITY OF

- MINIMUM 100mm OF FREE DRAINING GRANULAR MATERIAL, OR

- A B.M.E.C. APPROVED DRAINAGE LAYER MATERIAL

BITUMINOUS DAMPPROOFINGON MINIMUM 6mm PARGING ONCONCRETE BLOCK FDN. WALLW/ PARGING COVED OVERPOURED CONCRETE FOOTING

FOOTING TO BEAR ONUNDISTURBED SOIL

150mm CRUSHED STONE COVER100mm DIA. WEEPING TILE W/

NOT LESS THAN 57 kg/M , OR

MIN

. 200

mm

SID

ING

WO

OD

MAX

. TO

TAL

MAS

ON

RY

HEI

GH

T 25

00m

m

75mm POURED CONC. SLAB

25 MPa WITHOUT POLY

POLY DAMPPROOFING

BOTTOM PLATE

ACOUSTICSEALANT

BASEMENT SLAB

100mm CRUSHED STONE

MEMBRANE UNDER

SLAB

38x89 WOOD STRAPPING @ 400 O.C.R12 INSULATION W/ 0.15mm POLY

OF EXTERIOR GRADE BETWEENFOUNDATION WALL & WOOD FRAMING(INTERIOR FINISH IS OPTIONAL)

MOISTURE BARRIER TO HEIGHTVAPOUR/BARRIER W/



ACOUSTICSEALANT

FLOOR FINISH

CONTINUOUS CONTACT W/SHEATHING & CONTINUOUS

315 MPa W/ 0.15mm POLY

INSUL. MAY BE TERMINATED380mm ABOVE FLOOR

STUCCO EXTERIOR

PRODUCED ON:

SCALE:

CLIENT:


A.17


T:1-877-776-7639416-575-4448

DECK & PORCHDETAILS

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31/08/2015

CHKD BY

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DRAWN BY



ISSUED FOR:DATE:

OWNER:


K.I S.M

34 THEODORE DR

#Owner:

MISSISSAUGA

BETWEEN STRINGERS

2 - 9.5mm DIAMETER

@ 1200mm O.C. MIN.38x89 WOOD BLOCKING

THRU BOLTS C/W32mm O.D. WASHERS

GRADE

MIN.

ANCHORAGE DETAILSEE SHEET D01a FOR

BETWEEN STRINGERSNAILS MAX. 900mm

DROPPED FRAMINGMEMBER INTO WHICHEACH STRINGER ISEND NAILED USING 76mm

355mm MAX.

210mm MIN.

25mm

NAILS OR SCREWSRESISTANT SPIRAL2-#7x76 CORROSION

TYPICAL

POSTS @ 1200mm O.C.89x89 SUPPORT

235mm

MIN

.M

AX.

125m

m20

0mm

900m

mM

IN.

1200mm O.C.MAX.

SHALL FACILITATE CLIMBINGBETWEEN 140mm & 900mmMEMBER OR ATTACHMENTBETWEEN PICKETS & NOLESS THAN 100mm OPENING

@ EACH PICKET2 - #7x63 SCREWS

CONTINUOUS38x140 GUARD

STRINGERS ANCHOREDTO PRECAST CONCRETE2 - 9.5mm DIAMETERTHRU BOLTS C/W32mm O.D. WASHERS

STRINGER DEPTH235mm MINIMUM

MIN.90

mm

900mm HIGH HANDRAILREQUIRED ON STAIRSIF MORE THAN 3 RISERS

CONCRETE SLAB THICKNESS 125mm

MINIMUM 900mm HIGH FOR PORCHES

4.

3. GUARDS

UP TO 1800mm ABOVE GRADE.MINIMUM 1070mm HIGH FOR GREATER HTS.

@ 600mm HORIZ. & 500mm VERTICAL

MINIMUM 900mm HIGH FOR STAIRS

SLAB IF MORE THAN 600mm ABOVEARE REQUIRED AROUND CONCRETE

MASONRY TIES

GROUND LEVEL, PROVIDE

CORROSION RESISTANT METAL TIES

WHEN BRICK FACING IS USED ABOVE

GRADE & ON BOTH SIDES OF STAIRS

COVER TO REINFORCING BARSPROVIDE MIN. 30mm CLEAR CONCRETE

1.

GENERAL NOTESEXTERIOR STAIRS

125mm - 200mm RISE

NEWWALL

TEMP. STEEL10M @ 200mm O.C.

75mm BEARINGFOR SLAB

SECTION 'A'

10M @ 200mm O.C.BOTTOM REINF.

FOUNDATION WALL

SECTION 'B'

75mm MIN.

NOSING REINF.W/ 10M BARS

UN

DIS

TUR

BE

D S

OIL

1200

mm

MIN

. TO

200mm CONCRETE BLOCKOR POURED CONCRETE

MASONRY EXTERIORFACING, FILL SPACEBETWEEN WALL &FACING W/ MORTAR &PROVIDE METAL TIESSEE NOTE '4'

100mmx400mm POUREDCONCRETE FOOTING

6. CONCRETE

MINIMUM CONCRETE STRENGTH SHALL BE32Mpa W/ 5%-8% AIR ENTRAINMENT

SE

E N

OTE

'6'

UNEX

FOUNDATION PLAN

CO

NC

RE

TE

B

A

GROUND FLOOR PLAN

HANDRAILGUARD &

75mm DEEP POCKETS FORCONCRETE SLAB SUPPORT(REMOVE EVERY 2NDPAIR OF FACE BRICKS)

BOTTOM REINF.10M @ 200mm O.C.

10M @ 200mm O.C.TEMP. STEEL

NOSING REINF.W/ 10M BARS

SLAB REINFORCEMENT IFUSED AS COLD CELLAR

150m

m

10M DOWELS

@ 600mm O.C.600x600mm

SEE NOTE 3.GUARDS

210mm - 355mm RUN235mm - 355mm TREAD

HANDRAILS

ARE REQUIRED WHERE STEPS HAVE MORE THAN3 RISERS. HANDRAIL HEIGHT 800mm - 965mm

2.

STEPS ARE TO BE UNIFORMTHROUGHOUT FLIGHT

0.76mm THICK & 22mm WIDE

FINISH GRADE ABOVE BASEMENT FLOOR

- MAX. HEIGHT 1200mm

- MAX. HEIGHT 2200mm

UNIT MASONRY THICKNESS 190mmUNIT MASONRY THICKNESS 240mm - MAX. HEIGHT 1800mmUNIT MASONRY THICKNESS 290mm

5.

THICKNESS OF UNREINFORCED FOUNDATION WALLS LATERALLYSUPPORTED AT THE TOP ARE DEPENDANT UPON HEIGHT OF

FOUNDATION WALLS

100mm COMPACTEDCRUSHED STONE

75mm CONCRETEFLOOR SLAB

INSULATION IS USEDFINISH IF FOAMPROVIDE DRYWALL

COVED @ FOOTINGCEMENT PARGING& 6mm THICKDAMPPROOFING

STONE COVERAGE

100mm DIA. WEEPINGTILE W/ 150mm CRUSHED

SADDLE FOR

ANCHOREDTO SLAB

WOOD POST

AREAUNHEATED

& PROVIDE STEEL LINTEL2L"S 90 x90 x6

EXTERIOR TYPE DOORCUT OPENING FOR NEW

NO. 15 BLDG. PAPERSIDE 38x89 STRAPPINGAIR BARRIER ON WARMW/ INTEGRAL VAPOUR/R12 INSULATION CONT.

2/38

x184

2/38

x184

38x89 RAFTERS & CEIL. JOISTS @400 O.C. (MAX. SPAN 3050mm)

PROTECTED FROMVENTILATION OPENING

WEATHER & INSECTS

OR 89mm DIA.ON STEEL SADDLE

STEEL POST (TYP.)

89x89 WOOD POST

2500

mm

Max

.

ON WOOD FRAMING

@ EXISTING HOUSEOR SOLID MASONRY

MIN. 89mm BEARING

MAXIMUM 100mm BETWEEN PICKETS ANDNO MEMBER DESIGNED TO FACILITATECLIMBING BETWEEN 140mm & 900mm

NEW

STRUCTUREFLOORNEW

DOORPATIO

76mm SCREWS ORBOTH SIDES OF POST38x89 GUSSETS ON

WOOD BEAM W/

SHOE ANCHORED

CONCRETE PIERMINIMUM 100mm INTO

PIER SPACING

& 12.7mm DIA BOLTW/ METAL SHOETO CONC. PIERPOST ANCHORED89x89 MIN. WOOD

FOR SIZES SEE SHEET D01dON UNDISTURBED SOIL,MIN. 1200mm BELOW GRADEPOURED CONCRETE PIER

GRADE

MIN.50mm

MIN.150mm

1200

mm

MIN

.

1070

mm

AB

OV

E G

RA

DE

OV

ER

180

0mm

AB

OV

E G

RA

DE

1800

mm

OR

LE

SS

900m

m

WOOD DECKING W/ 6mmGAPS PERPENDICULAR TODECK JOIST FRAMING

FLASHING UP BEHINDDOOR SILL W/ 0.5mm POLYNEW POURED CONCRETE

CANTILEVER

PLYWOOD FILLER &

76x165 METAL POST& BEAM CONNECTOR

FOR 38x235 BEAMMAX. 600mmFOR 38x184 BEAMMAX. 400mm

MAX. 1/6 OFBEAM SPAN

C/W 32mm O.D. WASHERS2- 9.5mm THRU BOLTSBOTH SIDES OR4- #9 x76mm SCREWS

SHALL FACILITATE CLIMBINGBETWEEN 140mm & 900mmMEMBER OR ATTACHMENTBETWEEN PICKETS & NOLESS THAN 100mm OPENING

FDN. WALLNEW

SILL PLATERIM JOIST &

W/ 2- 76mm SCREWS OR OTHER38x38 PICKETS SECURED

APPROVED GUARD SYSTEM

STEP AT DOORMAXIMUM 200mm

TOP RAILCONTINUOUS 38x140

DOUBLE 38X184 LEDGERLAG BOLTED TO FND.WALL @ 12.7mm DIA.BOLTS @ 800mm O.C. MIN.

1:1.27, 1:1.20

PRODUCED ON:

SCALE:

CLIENT:


A.18


T:1-877-776-7639416-575-4448

MANUFACTURERSPECS - STUCCO

& BASEMENTWALKOUT

DRAWING TITLE:

02/09/2015

CHKD BY

Notes.

DRAWN BY



ISSUED FOR:DATE:

OWNER:


K.I S.M

34 THEODORE DR

#Owner:

MISSISSAUGA

Durex ®

- CCMC EVALUATION REPORT Nº 13103-R- OAA RAIN PENETRATION CONTROLGUIDE

Flexlite ADHRESIDENTIAL: DB- DUAL BARRIER

DJ- DRAINED JOINT (OPTIONAL)

Section 2.1.1.1

55 UNDERWRITERS ROAD, SCARBOROUGH, TORONTO,ONTARIO M1R-3B4TEL: 416-759-4474 FAX: 416-759-4470 www.durabond.com

150mm

800m

m

1200

mm

MIN

. TO

UN

DIS

TUR

BE

DS

OIL

VAR

IES

10M @ 300mm O.C.TEMP. STEEL

BOTTOM REINFORCING10M @ 300mm O.C. W/

W/ 10M BARSNOSING REINF.

DOWELS10M @ 300mm O.C.

MASONRY ORPOURED CONC.SEE NOTE NO.11

GUARD SEENOTE NO.12

UNDERPINNINGBEYOND SEEDETAIL B01b & B01c

MIN.

HANDRAIL W/ 50mm

@ EXTERIOR DOORPROVIDE DEADBOLT

MIN. 30mm CONC. COVER

TO 9

65m

m

U/S OF FOOTINGS& STEP FOOTINGSMIN. 1200mmBELOW GRADE

100mm WEEPINGTILE TO CONNECTTO EXISTING

CLEARANCE FROM WALL

DOORPROPOSED

POURED CONCRETE SLAB& STEPS 32MPa W/5%-8% AIR ENTRAINMENT

5% TO 8% AIR ENTRAINMENTOF 32MPa @ 28 DAYS W/

9.

450mmx100mm POURED CONC. FOOTING

COMPACTED GRANULAR FILL

MINIMUM COMPRESSIVE STRENGTH

NATURAL UNDISTURBED SOIL OR

FOOTINGS

CONCRETE8.

7.

200mm RISE MAXIMUM

235mm TREAD MINIMUM210mm RUN MINIMUM

EXTERIOR STAIRS125mm MINIMUM355mm MAXIMUM355mm MAXIMUM

1070mm HIGH WHERE DISTANCE FROM GRADETO BOTTOM OF WALKOUT EXCEEDS 1800mm;

PRE-ENGINEERED GUARDS12.

@ 600mm O.C. AND A BOND BEAMPROVIDE 25M VERTICAL REINFORCEMENTWALL HEIGHTS TO A MAX. OF 1200mmW/ NO REINFORCING REQUIRED FOR250mm MASONRY OR POURED CONCRETERETAINING WALL11.

THE EXPOSED FOUNDATION WALLBARRIER ON THE INSIDE FACE OF

- MIN. RSI 2.11 (R12) INSULATION & VAPOUR10.INSULATION

900mm FOR LESSER HEIGHTS. MAXIMUM 100mm

3.2.1.

13.LINTELSSOLID MASONRY: 2- 90mmx90mmx6mm ANGLESBRICK VENEER: 1- 90mmx90mmx6mm L + 2-38x184WOOD FRAME/SIDING: 2-38x184

BETWEEN VERTICAL PICKETS

ALL FOOTINGS SHALL REST ON (FOR MAX. 1200mm OPENINGS)

CONTAINING AT LEAST ONE 15M REINFORCEMENTFOR BACKFILL HEIGHTS TO A MAX. OF 2400mm

BELOW GRADE AT WALKOUT LANDING- MIN. RSI 1.41 (R8) INSULATION FOR 600mm

BE 15MPa AT 28 DAYS. ALL EXTERIOR CONCRETEMINIMUM CONCRETE STRENGTH FOR UNDERPINNING SHALL

GENERAL NOTES

CONSTRUCTED BELOW THE LEVEL OF THE FOOTINGS OFAN ADJACENT BUILDING AND WITHIN THE ANGLE OF REPOSE

3.

1.

SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER.

EXCAVATION SHALL BE UNDERTAKEN IN A MANNER SO AS

GROUTING AND PROCEEDING TO THE NEXT STAGE.CONCRETE SHALL BE CURED MINIMUM 48 HOURS BEFORE4.

SHORE & BRACE WHERE NECESSARY TO ENSURE THESAFETY & STABILITY OF THE EXISTING STRUCTURE

5.

WHERE THE FOUNDATIONS OF A BUILDING ARE TO BE

LATERALLY UNSUPPORTED HEIGHT OR THE SOIL IS CLAY

ADJACENT PROPERTY, STRUCTURES, UTILITIES, ROADS &TO PREVENT MOVEMENT WHICH WOULD CAUSE DAMAGE TO

SHALL BE 32MPa W/ 5%-8% AIR ENTRAINMENT.

2.

OF THE SOIL, OR THE UNDERPINNING EXCEEDS 1200mm OF

OR SILT, THE UNDERPINNING & RELATED CONSTRUCTION

SIDEWALKS. CONTACT YOUR LOCAL UTILITIES PRIOR TOCOMMENCING EXCAVATION.

DURING UNDERPINNING.

WEEPING TILE IS TO DRAIN TO THE STORM SEWER,DITCH, DRYWELL OR INSTALL COVERED SUMP PIT

6.

WITH AN AUTOMATIC PUMP.

CONNECT DRAIN TO:- STORM SEWER- SUMP PIT- SANITARY SEWERIN BUILDING

IF A TRAP & CLEANOUTISPROVIDED, AND IS AUTHORIZEDBY THE MUNICIPALITY

150mm

EXTERIOR SLAB75mm POURED CONCRETE

32MPa W/ 5% TO 8%AIR ENTRAINMENT

38mm NON-SHRINKGROUT

EXISTING FOOTINGPRIOR TO POURING

CLEAN U/S OF

OF NEW CONCRETE

BASEMENTSLAB

NEW

DOORPROPOSED

100mm CRUSHED STONE

CONCRETE UNDERPINNING15MPa POURED

THE FULL WIDTH OFTHE EXISTING FOOTING

OUTSIDEINSIDE

RSI I.41 RIGIDINSULATION TOBELOW GRADE

CLEANOUT

BASEMENT WALKOUT

REVIT ARCHITECTURE 2015 COURSERyerson University, January,2015

Basic House exercise covers :Basic Modeling ToolsAdvance Modeling ToolsDesign options

`

INTERIOR PRESPECTIVES

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www.autodesk.com/revit

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BASIC HOUSE

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27/02/2015

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STORE

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LIVING &DINING

STORE

KITCHEN

LIVING &DINING

1 2 3

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LIVING &DINING

KITCHEN


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27/02/2015

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BASIC HOUSE

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27/02/2015

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PRIMERY OPTION ENT.1

FLAT SHADE ENT.2

Level 1-32

Level 23859

1 2 3 4

Level 411084Level 3

10321

3000

5230

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Level 1-32

Level 23859

1 2 3 4

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10321


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BASIC HOUSE

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1

1 : 100Section 2 OPEN CONCEPT

2

SECTION PRESPECTIVE

RESIDENTIAL TOWER Revit Architecture Course Ryerson University, 2015Group Collaboration Residential Tower exercise covers :Creating ComponentsFamilies and ParametersMaterials WorksharingDetailing & AnnotationScheduling & DocumentationVisualization

ENTRANCE LOBBY

MAIN ENTRANCE

DN

DN

84.6

LS

T

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LS

LS

LS

LSLS

LS LS LS LS LS LS LS

LS

DNDN

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4.109

1 2 3 4 5 6 7 8 9 10

4.893 4.90 1.80 2.80 1.50 2.80 1.80 6.10 3.709

A

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61.

838

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803.

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53.

001.

741

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1

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104

Gen RM

107

H.V RM

108

Transformer RM

109Multi- Purpose Hall

118

105

105

Mail Entrance

101

Guest waiting Area

103

Store

110

112Telephone RM

111

Garbage RM

113

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117

Room

116

Duct

114

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202

Lobby

201

Children Playing Area

203

Gym

204

Bachelor

207

209

Void

206

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210A 210A

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Level 932.45

Level 1036.45

Roof Level40.45

Ground Floor45

Typical Floor8.45

Top Roof level43.85

Top Roof Height44.15

Parapet level41.75

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Level 828.45

Level 932.45

Level 1036.45

Roof Level40.45

Ground Floor45

Typical Floor8.45

Top Roof level43.85

Top Roof Height44.15

Parapet level41.75

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MULTI-STORY CAR PARK Competition

Location: Abu Dhabi, United Arab EmiratesPlot Area: 11,600 m sqClient: Ministry of Presidential Affairs Role: Design and drafting of multi story car park using AutoCAD 2008

The competition comprised of a multi-story car park, and an administration and residential building. The four story car parking contained 500 car lots and 5 bus lots.

CAPITAL POLICE RESTAURANT AND CLUBCapital Police Campus Abu Dhabi, United Arab Emirates, 2009 - 2013

Program: Restaurant +kitchen, library, multi-purpose hall, administration offices, TV room, and the health club which contains Gym Hall, Sauna, Jacuzzi, Steam room and Cafeteria. Client: Police General Headquarter Area: approx. 1,670 m sq.Role: Design and management Status: complete

The Idea behind the project was to fulfill the need for an entertainment centre in an existing police campus. The facade was designed to maintain the cultural design in the campus.

ADMINISTRATION BUILDING Khalifah University Abu Dhabi, United Arab Emirates, 2008 - 2009

Program: Ground floor: Student services, Dean Office, Confer-ence Room, Administration Offices, Faculty room, and Waiting areaFirst floor: Vice Dean Office, University staff hall, Lounge room, Faculty room, and Waiting areaSecond floor: Waiting area, Reception, Faculty room, Staff hall, Lounge room, Meeting room, and Lounge room Client: Khalifa University Area: approx. 1,893 m sq.Role: Design and drafting of administration building using AutoCAD 2008 Status: complete

The administration building is part of the first phase of the Khalifa University campus. The campus is com-prised of 5 main buildings; an administration build-ing, library, and 3 buildings for lectures and labs.

GROUND FLOOR PLAN 1:200

FRONT ELEVATION

RIG

HT

SID

E E

LEV

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ION

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E E

LEV

AT

ION

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1ST FLOOR PLAN 1:200

FRONT ELEVATION

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Salma Mahgoub Portfolio.pdf Dec 2016

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Transcript of Salma Mahgoub Portfolio.pdf Dec 2016