Salma Mahgoub Portfolio.pdf Dec 2016

PRIVATE HOUSE
Memar Office -Mississauga, Ontario
Job Training June-August 2015
Program:
basement floor + Ground floor + First Floor
Area: 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:1-877-776-7639
416-575-4448
SITE PLAN
DRAWING TITLE:
31/08/2015
CHKD BY
Notes.
DRAWN BY
DO NOT SCALE DRAWINGS
CONTRACTOR MUST VERIFY ALL DIMENSIONS
AND AS-BUILT INFORMATION INCLUDING
STRUCTURAL AND MECHANICAL PRIOR TO
COMMENCEMENT OF WORK AND REPORT ANY
DISCREPANCIES TOMEMARCONSULTANTSINC.
DESIGN, DRAWINGS & SPECIFICATIONS AREALL
PROPERTY OFMEMARCONSULTANTSINC AND
SHOULDNOTBE USEDFORANY OTHERPROJECT
WITHOUT WRITTEN PERMISSION FROMMEMAR
CONSULTANTSINC, SHOPDRAWINGSSHALL BE
SUBMITTED TOTHE DESIGNERS BEFORE
PROCEEDING 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
10.196.002.09
0.852.840.83
1.52
14.27 0.61
0.86
9.14
8.53
0.86 8.29
13.91
1.81
0.78
0.78 2.13
1.04
48.34
1.50
2.91
4.783.416.49
4.165.210.392.082.07
4.59
3.97
1.81
1.812.57
49.86
0.91
0.78 1.22 0.99
9.51 4.77 1.68
3.69
3.61
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,P1&S)(PL,P1&S)
(PL,P1&S)
(PL,P1&S)(M)
N44°27'00"W(PL)
12.29
12.15
xxx
xxxxxxxx
xxxxxxxxxxxxxxxxxxxxxxx
xxxxxxxxxx
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
xxxx
CURBCURB
(P1&M)
PIN13127-0239(LT)
THEODOREDRIVE
APPROXIMATECENTRELINEOFPAVEMENT
CURBCUT
CHAIN LINK FENCE
LOT7
(REFERENCEBEARING)
PIN13127-0140(LT)PIN13127-0139(LT)
LOT8
PIN13127-0141(LT)
LOT6
LOT11
GISTEREDPLAN529
CURBCUTTOPOFCURB
PORCH
BRICK HOUSE
NEW 1 STOREY
No.32
BRICK HOUSE
NEW 1 STOREY
No.36
EXIST. ASPHALT DRIVEWAY
NEW ASPHALT
DRIVEWAY
ASPHALT DRIVEWAY
BOARD FENCECHAIN LINK FENCE
CHAIN LINK FENCE CHAIN LINK FENCE
ALU.
SHED
BOARDFENCE
CURBCURB
UP
CB
CB
CB
MH
MH
Ø1.0Ø0.9
Ø0.4
Ø0.8
Ø0.9
(SILL)
(SILL)
52.49
46.80
11.39
60.86
45.35
5.88
1.22
SUBJECTTOANEASEMENTASININST.No.ST4041
PART3,PLAN43R-7184
PART2,PLAN43R-7184
PART 1, PLAN 43R-7184
SUBJECT TO AN EASEMENT AS IN INST. No.ST6150
1.521.521.521.52
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
163.47164.34
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
163.19163.09
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
163.02162.99
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
163.93163.92
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
162.87
A1
163.39
X
B
1
163.37
X
NO 34
NEW 2 STOREY
STUCCO & STONE
HOUSE
NEW
WALKOUT
NEW
COVERED
PORCH
B
4
162.80
X
A4
162.97
X
A2
163.59
X
A3
163.40
X
B
2
163.53
X
B
3
163.65
X
LOT AREA :
LOT COVERAGE:
FRONT YARD AREA:
HARD LANDSCAPE:
SOFT LANDSCAPE:
BASEMENT AREA :
GROUND FLOOR AREA:
SECOND FLOOR AREA :
CROSS FLOOR AREA :
NEW
WALKWAY
NEW
DECK
7.5MFRONTYARDSETBACK
15MFROMFRONTYARDSETBACK

3/16" = 1'-0"
PRODUCED ON:
SCALE:
CLIENT:
A.02
T:1-877-776-7639
416-575-4448
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'-91/2"12'-6"18'-3"
2'-9"9'-4"2'-9"12'-11/2"21'-21/2"
1'-2"7'1'-2"
5'-6"
1'-31/2"
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'-31/2"
13'-8"
5'-71/2"3'
9'4'-31/2"
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'-61/2"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
COLD
ROOMS04
A.10
S04
A.10
S05
A.11
S05
A.11

3/16" = 1'-0"
PRODUCED ON:
SCALE:
CLIENT:
A.03
T:1-877-776-7639
416-575-4448
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
17R@721/64"=10'-439/64"
16T@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
1
2
3
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
1
2
3
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"91/2"
5'2'-9"5'
48'-2"
3'5'-71/2"
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'
S04
A.10
S04
A.10
S05
A.11
S05
A.11
8
8
8
8
8
8
8
10
10
10
12
11
11
11
11
20
20
8
4342
43
42
4342
43
4342
43
76
S.A C.M.D
S.A
C.M.D
40
40
4342
22
8
8
OFFICE
FOYER
GARAGE MUD
ROOM
LAUNDRY
PANTRY
GREAT ROOM
DINING
ROOM
DN
UP
SHELVES
DECK
DN
COVERED
PORCH
KITCHEN
WALKOUT
W/DR
F
5'-8"

3/16" = 1'-0"
PRODUCED ON:
SCALE:
CLIENT:
A.04
T:1-877-776-7639
416-575-4448
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
DRW
17R@721/64"=10'-439/64"
16T@10"=13'-4"
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
S04
A.10
S04
A.10
S05
A.11
S05
A.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'-101/2"
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'-71/2"
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'-11/2"
9'-8"
7'
2'-6"
5'-6"
13'-8"
5'
2'18'-6"2'
7'
2'-10"
2'
2'
6'-9"
15'-8"12'-21/2"
20'-31/2"
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.A
S.A
S.A
S.A
S.A
40 40
40
40
40
11
11
20
20
10
C.M.D
8
8
MASTER
BEDROOM #1
BEDROOM # 4
OPEN TO
BELOW
MASTER
BEDROOM # 2
W.I.C
ENSUITE
BEDROOM #3
HISHER
HALLWAY
LAUNDRY
BALCONY
BALCONY
W.I.CW.I.C
SKY LIGHT
SKY
LIGHT

3/16" = 1'-0"
PRODUCED ON:
SCALE:
CLIENT:
A.05
T:1-877-776-7639
416-575-4448
ROOF
DRAWING TITLE:
31/08/2015
CHKD BY
Notes.
DRAWN BY
ISSUED FOR:DATE:
OWNER:
K.I S.M
34 THEODORE DR
#Owner:
MISSISSAUGA
S04
A.10
S04
A.10
S05
A.11
S05
A.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'-91/2"4'-11"
11'-2"
13'-2"
13'-2"
20'-61/2"
13'-2"
9'-1/2"5'-101/2"
5'-61/2"
1'-6"2'-5"5'5'1'-41/2"3'-31/2"8'-41/2"5'-2"7'-2"7'-2"3'-71/2"1'
51'-2"
48'-8"
2'-6"
11'-41/2"
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:1-877-776-7639
416-575-4448
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'-11/2"
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:1-877-776-7639
416-575-4448
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
-10'
±0'
0 -FIN GR FL 163.15
+11'
+20'
+26'-8.9"
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:1-877-776-7639
416-575-4448
SOUTH
ELEVATION
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'
-10'
±0'
0 -FIN GR FL 163.15
+11'
+20'
+26'-8.9"

3/16" = 1'-0"
PRODUCED ON:
SCALE:
CLIENT:
A.09
T:1-877-776-7639
416-575-4448
NORTH
ELEVATION
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'
-10'
±0'
0 -FIN GR FL 163.15
+11'
+20'
+26'-8.9"

3/16" = 1'-0"
PRODUCED ON:
SCALE:
CLIENT:
A.10
T:1-877-776-7639
416-575-4448
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
COLD
ROOM
RECREATIONAL AREA
DINING
ROOM
COVERED
PORCH
FOYER
MASTER
BEDROOM #1
HALLWAY
BALCONY
-10'
0 -FIN GR FL 163.15
±0'
+11'
+20'
+26'-8.9"

3/16" = 1'-0"
PRODUCED ON:
SCALE:
CLIENT:
A.11
T:1-877-776-7639
416-575-4448
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
BEDROOM
RECREATIN AREA
OFFICE GARAGE
FOYER
BEDROOM #4 MASTER
BEDROOM #2
-10'
0 -FIN GR FL 163.15
±0'
+11'
+20'
+26'-8.9"

3/16" = 1'-0"
PRODUCED ON:
SCALE:
CLIENT:
A.12
T:1-877-776-7639
416-575-4448
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'-31/2"
10'-11" 9'-1" 21'-10 1/2"
8'-61/2"8'-61/2"
13'-10"13'-2"16'-31/2"
11'-91/2"
3'-5"7'3'-3"8'-61/2"5'3'-61/2"
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'-51/2"
7'
L
L
LLL
L
L
F+C
F+C
F+C
S.T.B
S.T.B
LB
B
F+C
F+C
F+C
F+C
LVLLVL
LB
B F+CF+C
L
NEWFLOORJoists
J1
NEWFLOORJoists
J1
NEWFLOORJoists
J1
NEWFLOORJoists
J1
NEWFLOORJoists
J1
NEWFLOORJoists
J1
NEWFLOORJoists
J1
NEWFLOORJoists
J1
NEWFLOORJoists
J1
J2
NEW FL. Joists
J2
NEW
S04
A.10
S04
A.10
S05
A.11
S05
A.11

3/16" = 1'-0"
PRODUCED ON:
SCALE:
CLIENT:
A.13
T:1-877-776-7639
416-575-4448
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
17R@721/64"=10'-439/64"
16T@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
1
2
3
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
1
2
3
F
14'-2"13'-2"16'-71/2"
4'-6" 15'
4'-51/2"8'-81/2"
9'-1"10'-11"
14'-2"
5'-11/2"8'1'-9"3'-4"7'3'-4"
91/2"
5'2'-9"5'3'-7"
8" 3' 1'-4"
3'-11"7'3'-11"1'-8"8'1'-10"8'1'-8"3'-51/2"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"
S04
A.10
S04
A.10
S05
A.11
S05
A.11
S.T.B
S.T.B
L
L
L
L+S
L
L
L
L
L
LVL
LVL
LVL
L
L
LVL
C
C
C
C
L+S
L
LVLLVL
NEWFLOORJoists
J1
NEWFLOORJoists
J1
NEWFLOORJoists
J1
NEWFLOORJoists
J1
NEWFLOORJoists
J1
NEWFLOORJoists
J1
NEWFLOORJoists
J1
NEWFLOORJoists
J1
NEW FLOOR Joists
J1
F

3/16" = 1'-0"
PRODUCED ON:
SCALE:
CLIENT:
A.14
T:1-877-776-7639
416-575-4448
SECOND 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
DRW
17R@721/64"=10'-439/64"
16T@10"=13'-4"
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17S04
A.10
S04
A.10
S05
A.11
S05
A.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'-101/2"3'-6"3'-91/2"5'-81/2"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:1-877-776-7639
416-575-4448
CONSTRUCTION
SPECIFICATION -
RES
DRAWING TITLE:
31/08/2015
CHKD BY
Notes.
DRAWN BY
ISSUED FOR:DATE:
OWNER:
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)
UNHEATED
GARAGE
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 CONSTRUCTION
5/8" INTERIOR DRYWALL FINISH
CONTINUOUS AIR/ VAPOUR BARRIER
W/MINIMUM R 50 BATT INSULATION
1
WALLS------
EXTERIOR WALL- STONE VENEER
90mm FACE STONE, 25mm AIR SPACE
0.76mm THICK x 22mm WIDE
GALVANIZED METAL TIES
INSTALLED W/ GALVANIZED
SPIRAL NAILS OR SCREWS
400mm O.C. HORIZ, 600mm O.C. VERT.
AIR BARRIER, LAYERS
TO OVERLAP EACH OTHER
EXTERIOR TYPE SHEATHING
2" x 6" STUDS @ 16" O.C.
R 22 BATT INSUL. IN CONT.
CONTACT W/ EXTERIOR SHEATHING
CONTINUOUS AIR-VAPOUR BARRIER
12.7mm INTERIOR DRYWALL FINISH
DOUBLE PLATE @ TOP
SOLE PLATE @ BOTTOM
VENEER ASSEMBLY @ FDN. WALL
0.5mm POLY FLASHING MINIMUM
150mm UP BEHIND SHEATING PAPER
WEEP HOLES@MIN 800mm APART
J1
JOISTS:------
2"×10" WOOD SPR. #2@16" o.c.
STEEL HSS4"X4" Steel Column
W/ 8"X8"X0.5" TOP& BASE
PLATE
C2
WOOD- 6"x6" POST ANCHORED
TO CONC. PIER W/ METAL SHOE
& 1/2" DIA BOLT SHOEANCHORED
MIN 4" INTO CONCRETE
PIER/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 W100x200
WITH MECHANICAL CONNECTION
AND5/8" STRUCTURAL
BOLT ANDNUT.
19 mm by 38 mm wood strips in
contact with the top flange are
nailed onbothsides
of the beam to the bottom of the
joist forlateral sup.
L1
5"×31/2"x3/8" L - STEEL ANGLE
for 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
GUARDS
INTERIOR LANDINGS =2’-11"
EXTERIOR BALCONY = 3’-6"
INTERIOR STAIRS =2’-11"
EXTERIOR STAIRS =2’-11"
GUARD HEIGHT IF
DECK TO GRADE IS:
GREATHER THAN 5’-11" =3’-6"
5’-11" OR LESS =2’-11"
NO MEMBER OR ATTACHMENT
BETWEEN 4" & 2’-11" HIGH
SHALL FACILITATE CLIMBING
43
STAIRS INTERIOR/EXTERIOR
MAXIMUM 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
MECHANICALVENTILATION
PROVIDE MIN 5.0 L/S IN KITCHENS
AND BATHROOMS,37.5 L/S FOR
PRINCIPAL EXHAUST FAN
40
GENERAL------
SLOPE ROOF| MIN 1 TO3 RATIO------
ATTIC ACCESS
PROVIDE ATTIC ACCESS MIN
23"x23" W/INSULATION &
WEATHER STRIPPING.
30
EAVES PROTECTION
EAVES PROTECTION MEMBANE TO
EXTEND FROM THE EDGE IF THE
ROOF,36" UP THE SLOPE BUT NOT
LESS THAN 12" BEYOND THE
INTERIOR FACE OF
THE EXTERIOR WALL
29
ROOFVENTILATION
1:300 OF THE INSULAED CEILING
AREA UNIFORMLY DISTRIBUTES.
28
OVERHANG CONSTRUCTION
PREFINISHED ALUMINUM FASICA
EAVESTROUGH & RAIN WATER
LEADERS TO MATCH EXISTING
FINISHES. PROVIDE DRIP EDGE AT
FASCIA & VENTED SOFFIT EXTEND
DOWNSPOUTS TO GRADE LEVEL
27
SLOPE - ROOFCONSTRUCTION
20 YEAR ASPHALT SHIGLES ON MIN.
3/8" EXTERIOR PLYWOOD-
SHEATHING ON APPROVED ROOF-
TRUSSES OR CONVENTIONAL
FRAMING .(SEE PLANS)
USE ‘H’ CLIPS IF 24" O.C SPACING
26
------
FLOOR CONSTRUCTION
FLOOR FINISH AS PER PLAN OR
FINISH SCHEDULE
5/8" T&G PLYWOOD SUBFLOOR
FLOOR JOISTS AS PER FLOOR PLAN
FLOOR JOISTS BRIDGED W/
CONTINUOUS 1"×3" STRAPPING OR
2 ROWS OF 2"×2" CROSS BRIDGING
OR SOILD BLOCKING
20
ROOFS - CEILINGS
25
CONCRETESLAB
3" POURED CONCRETE SLAB (25 mpa-
3600 PSI CONC. STRENGTH)
4"CRUSHED STONE BELOW
22
------ FLOORS
------ FOUNDATION
EXTERIOR WALL- STUCCO
SYSTEM TO COMPLY WITH
OBC-9.28. OR CCMC 13103-R
see shop drawing
2"x6" STUDS @ 16" O.C.
R 22 BATT INSULATION IN
CONTINUOUS CONTACT W/
SHEATHING & CONTINUOUS
VAPOUR BARRIER
DOUBLE PLATE @ TOP
SOLE PLATE @ BOTTOM
INTERIOR WALL FINISH
8
10
12 INTERIOR L.B. WALL - WOOD
INTERIOR FINISH-SEE PLAN OR
INTERIOR FINISH SCHEDULE
1/2" DRYWALL FINISH BOTH SIDES
OF 2"×6" WOOD STUDS @ 16" O/C
2 TOP PLATES & 1 BOTTOM PLATE
NOTES:
[] PROVIDE SOUND INSULATION
IN BATHROOM WALLS,FURNACE RM.
&WHERE INDICATED ON PLAN
[]ALL WASHROOMS WALLS USE 1/2"
WATERPROOF GYPSUM BOARD
[]ALL WALLS SURROUNDING
BATHTUBS,USE 1/2" WATERPROOF
CEMENT BOARD,TAPE ALL JOINTS
INTERIOR STUDPATITION
INTERIOR FINISH-SEE PLAN OR
INTERIOR FINISH SCHEDULE
1/2" DRYWALL FINISH BOTH SIDES
OF 2"×4" STUDS @ 16" O/C
2 TOP PLATES & 1 BOTTOM PLATE
NOTES:
[] PROVIDE SOUND INSULATION
IN BATHROOM WALLS,FURNACE RM
&WHERE INDICATED ON PLAN
[]ALL WASHROOMS WALLS USE 1/2"
WATERPROOF GYPSUM BOARD
[]ALL WALLS SURROUNDING
BATHTUBS,USE 1/2" WATERPROOF
CEMENT BOARD,TAPE ALL JOINTS
11
76 ATTACHEDGARAGES
EFFECTIVE 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 lengths
greater than 4.2m(13') require minimum 114
mm(4.5") bearing length.
-Beams/Lintels with supported lengths
Less than 4.2m(13') require minimum 51 (2")
mm.
B3 5 1/4" x11 7/8" 2.0E PSL
7"×4"x1/2" L - STEEL ANGLE
for 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 ANGLE
for up to 2.47(8')opening VENEER
POURED-FOUNDATION WALL
FOOTING:
PROVIDE PARGING COVED OVER
1 story:500X150(20"×6")
2 story:610X200(24"×8")
3 story : 760X250(30"X10")
POURED CONC. FOOTING
TO BEAR ON UNDISTURBED SOIL
2-15m LONGITUDINAL BARS
SOIL BEARING CAPACITY
OF 2200 PSF ASSUMED
CONTRACTOR VERIFY WITH SOIL
REPORT IF NEEDED.
FOUNDATION WALL:
10" THK. POURED CONCRETE
25 MPa , WITH BITUMINOUS
DAMPROFFING,
(LATERAL SUPPORT)
REINFORCE THE CONCRETE WALL
WITH 15m VERTICAL BAR @16"
AND 15m HORIZONTAL BAR@16"
DRAINAGE LAYER:
[] MIN.3/4" MINERAL FIBRE
INSULATION W/A DENSITY OF
NOT LESS THAN 3.6 LB./FT.OR
[] MIN.4" OF FREE DRAINING
GRANULAR MATERIAL OR
[] A B.M.E.C. APPROVED
DRAINAGE LAYER MATERIAL
FDN. WALL DRAINAGE
4" DIA.WEEPING TILE WITH
6" CRUSHED STONE COVER
STEP FOOTINGS
STEP FOOTINGS IF APPLICABLE
SHALL HAVE 2' - 0"
MIN. HORIZ. STEPS AND VERTICAL
STEPS NOT GREATER THAN 2/3 OF
HORIZ. STEP TO A MAX OF 2' - 0"
FDN. WALL INTERIOR FINISH
1/2" INTERIOR DRYWALL FINISH
2"×4" STRAPPING @16" O/C
MIN.R12 INSULATION W/6 MIL POLY
AIR/VAPOUR BARRIER FULL HEIGHT
MOISTURE BARRIER TO HEIGHT OF
EXTERIOR GRADE BETWEEN
FDN. WALL & WOOD FRAMING
11 7/8" NORDIC - NI-90x @
16" O.C. nailed and Glued-
WITH BLOCKING,
5/8" PLYWOOD
SUBFLOOR(UP TO21'-11"),
1/2" DRYWALL
J2
2 POURED-FOUNDATION WALL
FOOTING:
1 story:500X150(20"×6")
2 story:610X200(24"×8")
3 story : 760X250(30"X10")
OF 2200 PSF ASSUMED
REPORT IF NEEDED.
FOUNDATION WALL:
DAMPROFFING,
(LATERAL SUPPORT)
DRAINAGE LAYER:
FDN. WALL DRAINAGE
STEP FOOTINGS
SHALL HAVE 2' - 0"
3 POURED-FOUNDATION WALL
FOOTING:
1 story:500X150(20"×6")
2 story:610X200(24"×8")
3 story : 760X250(30"X10")
OF 2200 PSF ASSUMED
REPORT IF NEEDED.
FOUNDATION WALL:
DAMPROFFING,
(LATERAL SUPPORT)
DRAINAGE LAYER:
FDN. WALL DRAINAGE
STEP FOOTINGS
SHALL HAVE 2' - 0"
FIRE/SAFTY -
CARBONMONOXIDE
DETECTOR/ALARM C.M.A.
S.A.
SMOKEDETECTOR
ANDSMOKEALARM
AbbreviationS------
PIER : 32 mpa - 5%-7%air
12" DIA POUREDConcrete
MIN 4' BELOW
GRADEONUNDISTURED SOIL.
F2
F1
FOUNDATION------
25 mpa 3.5'X3.5'X20" Concrete
footing with 15m bothdirection
cc 6" with 3" cover.
LBLOADBEARING
FDNFOUNDATION WALL
LEGEND------
WATER HEATER
WH

PRODUCED ON:
SCALE:
CLIENT:
A.16
T:1-877-776-7639
416-575-4448
WALL DETAILS-
BRICK
DRAWING TITLE:
31/08/2015
CHKD BY
Notes.
DRAWN BY
ISSUED FOR:DATE:
OWNER:
K.I S.M
34 THEODORE DR
#Owner:
MISSISSAUGA
CONC. 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 EXTEND
FROM THE EDGE OF THE ROOF,
900mm UP THE SLOPE BUT NOT LESS
LESS THAN 300mm BEYOND THE INT.
FACE OF THE EXTERIOR WALL
APPROVED ROOF TRUSSES OR
WOOD SILL PLATE FASTENED TO
FOUNDATION WALL W/ MINIMUM
12.7mm DIAMETER ANCHOR BOLTS
EMBEDDED MIN. 100mm IN CONCRETE
@ 2400mm O.C. MAX. & PROVIDE
CONTINUOUS AIR BARRIER BETWEEN
PLATE & FOUNDATION WALL
BITUMINOUS DAMPPROOFING
ON MINIMUM 6mm PARGING ON
CONCRETE BLOCK FDN. WALL
W/ PARGING COVED OVER
POURED CONCRETE FOOTING
FOOTING TO BEAR ON
UNDISTURBED SOIL
150mm CRUSHED STONE COVER
100mm 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 BETWEEN
FOUNDATION WALL & WOOD FRAMING
(INTERIOR FINISH IS OPTIONAL)
MOISTURE BARRIER TO HEIGHT
VAPOUR/BARRIER W/
15.5mm T&G PLYWOOD SUBFLOOR
OR APPROVED EQUAL ON WOOD
CONTINUOUS 19x64 STRAPPING
OR 38x38 CROSS BRIDGING OR
SOLID BLOCKING @ 2100 O.C.
CONTINUOUS HEADER JOIST W/
R31 BATT INSULATION, EXTEND
VAPOUR BARRIER & SEAL
TO JOIST & SUBFLOOR
INTERIOR CEILING FINISH
CONT. AIR/VAPOUR BARRIER
W/ MINIMUM R50 INSULATION
FLOOR FINISH
OF EXTERIOR WALL
CARRY MIN. R50 INSULATION
TO COVER INTERIOR FACE
15 MPa W/ 0.15mm POLY
MAX.
25mm
0.5mm POLY FLASHING
PROVIDE WEEP HOLES
SHEATHING PAPER
@ MAX. 800mm APART
MINIMUM 150mm UP BEHIND
MIN.150mm
MAX.TOTALMASONRYHEIGHT2500mm
ROOF VENTILATION
1:300 OF THE INSULATED
CEILING AREA
UNIFORMLY DISTRIBUTED
SEALANT
ACOUSTIC
MEMBRANE UNDER
SEALANT
ACOUSTIC
BOTTOM PLATE
POLY DAMPPROOFING
EAVESTROUGH, RWL
TO HAVE TIE HOLES FILLED
(POURED CONCRETE WALLS
OR DAMPPROOFING)
WITH CEMENT MORTAR
FROM BUILDING FACE
SLOPE GRADE AWAY
FASCIA BOARD &
VENTED SOFFIT
FINISH AS PER
THE 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
NOT LESS THAN 57kg/M , OR3
380mm ABOVE FLOOR
INSUL. MAY BE TERMINATED
TO JOIST & SUBFLOOR
FLOOR FINISH
0.5mm POLY FLASHING
PROVIDE WEEP HOLES
SHEATHING PAPER
@ MAX. 800mm APART
MINIMUM 150mm UP BEHIND
CONTINUOUS VAPOUR/AIR BARRIER
R22 BATT INSULATION IN CONT.
38x140 WOOD STUDS @ 400 O.C.
400mm O.C. HORIZONTAL
0.76mm THICK x22mm WIDE
90mm FACE STONE
SOLE PLATE @ BOTTOM
DOUBLE PLATE @ TOP
STONE VENEER WALL
GALVANIZED METAL TIES
INSTALLED W/ GALVANIZED
SPIRAL NAILS OR SCREWS
SHEATHING PAPER W/ LAYERS
CONTACT W/ SHEATHING
25mm AIR SPACE
600mm O.C. VERTICAL
SEALANT
ACOUSTIC
STONE VENEER EXTERIOR
STUCCO
SHEATHING PAPER, LAYERS
R22 BATT INSULATION IN
VAPOUR BARRIER
DOUBLE PLATE @ TOP
SOLE PLATE @ BOTTOM
Finish Coat
Basecoat w Reinforcing Mesh
Reinforcing Metal Lath/Mesh
Insulation Board
Adhesive/Attachment
EAVESTROUGH, RWL
FASCIA BOARD &
VENTED SOFFIT
FINISH AS PER
THE 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 EXTEND
FROM THE EDGE OF THE ROOF,
900mm UP THE SLOPE BUT NOT LESS
LESS THAN 300mm BEYOND THE INT.
FACE OF THE EXTERIOR WALL
APPROVED ROOF TRUSSES OR
TO JOIST & SUBFLOOR
ACOUSTIC
SEALANT
INTERIOR CEILING FINISH
CONT. AIR/VAPOUR BARRIER
W/ MINIMUM R50 INSULATION
FLOOR FINISH
OF EXTERIOR WALL
1 MIN
3
UNIFORMLY DISTRIBUTED
CARRY MIN. R50 INSULATION
TO COVER INTERIOR FACE
CEILING AREA
1:300 OF THE INSULATED
ROOF VENTILATION
CONC. FTG. (TYPICAL)
POURED
FRAME WALL CONSTRUCTION
FINISH AS PER ELEVATIONS
SHEATHING PAPER, LAYERS
R22 BATT INSULATION IN
VAPOUR BARRIER
DOUBLE PLATE @ TOP
SOLE PLATE @ BOTTOM
SLOPE GRADE AWAY
FROM 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
BITUMINOUS DAMPPROOFING
ON MINIMUM 6mm PARGING ON
CONCRETE BLOCK FDN. WALL
W/ PARGING COVED OVER
POURED CONCRETE FOOTING
FOOTING TO BEAR ON
UNDISTURBED SOIL
150mm CRUSHED STONE COVER
100mm DIA. WEEPING TILE W/
NOT LESS THAN 57 kg/M , OR
MIN.200mm
SIDING
WOOD
MAX.TOTALMASONRYHEIGHT2500mm
75mm POURED CONC. SLAB
25 MPa WITHOUT POLY
POLY DAMPPROOFING
BOTTOM PLATE
ACOUSTIC
SEALANT
BASEMENT SLAB
100mm CRUSHED STONE
MEMBRANE UNDER
SLAB
38x89 WOOD STRAPPING @ 400 O.C.
R12 INSULATION W/ 0.15mm POLY
OF EXTERIOR GRADE BETWEEN
FOUNDATION WALL & WOOD FRAMING
(INTERIOR FINISH IS OPTIONAL)
MOISTURE BARRIER TO HEIGHT
VAPOUR/BARRIER W/
TO JOIST & SUBFLOOR
ACOUSTIC
SEALANT
FLOOR FINISH
3
15 MPa W/ 0.15mm POLY
INSUL. MAY BE TERMINATED
380mm ABOVE FLOOR
STUCCO EXTERIOR

PRODUCED ON:
SCALE:
CLIENT:
A.17
T:1-877-776-7639
416-575-4448
DECK & PORCH
DETAILS
DRAWING TITLE:
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CHKD BY
Notes.
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/W
32mm O.D. WASHERS
GRADE
MIN.
ANCHORAGE DETAIL
SEE SHEET D01a FOR
BETWEEN STRINGERS
NAILS MAX. 900mm
DROPPED FRAMING
MEMBER INTO WHICH
EACH STRINGER IS
END NAILED USING 76mm
355mm MAX.
210mm MIN.
25mm
NAILS OR SCREWS
RESISTANT SPIRAL
2-#7x76 CORROSION
TYPICAL
POSTS @ 1200mm O.C.
89x89 SUPPORT
235mm
MIN.
MAX.
125mm
200mm
900mmMIN.
1200mm O.C.
MAX.
BETWEEN 140mm & 900mm
MEMBER OR ATTACHMENT
BETWEEN PICKETS & NO
LESS THAN 100mm OPENING
@ EACH PICKET
2 - #7x63 SCREWS
CONTINUOUS
38x140 GUARD
STRINGERS ANCHORED
TO PRECAST CONCRETE
2 - 9.5mm DIAMETER
THRU BOLTS C/W
32mm O.D. WASHERS
STRINGER DEPTH
235mm MINIMUM
M
IN
.
90m
m
900mm HIGH HANDRAIL
REQUIRED ON STAIRS
IF 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 ABOVE
ARE 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 BARS
PROVIDE MIN. 30mm CLEAR CONCRETE
1.
GENERAL NOTES
EXTERIOR STAIRS
125mm - 200mm RISE
NEW
WALL
TEMP. STEEL
10M @ 200mm O.C.
75mm BEARING
FOR SLAB
SECTION 'A'
10M @ 200mm O.C.
BOTTOM REINF.
FOUNDATION WALL
SECTION 'B'
75mm MIN.
NOSING REINF.
W/ 10M BARS
UNDISTURBEDSOIL
1200mmMIN.TO
200mm CONCRETE BLOCK
OR POURED CONCRETE
MASONRY EXTERIOR
FACING, FILL SPACE
BETWEEN WALL &
FACING W/ MORTAR &
PROVIDE METAL TIES
SEE NOTE '4'
100mmx400mm POURED
CONCRETE FOOTING
6. CONCRETE
MINIMUM CONCRETE STRENGTH SHALL BE
32Mpa W/ 5%-8% AIR ENTRAINMENT
SEENOTE'6'
UNEX
FOUNDATION PLAN
CONCRETE
B
A
GROUND FLOOR PLAN
HANDRAIL
GUARD &
75mm DEEP POCKETS FOR
CONCRETE SLAB SUPPORT
(REMOVE EVERY 2ND
PAIR OF FACE BRICKS)
BOTTOM REINF.
10M @ 200mm O.C.
10M @ 200mm O.C.
TEMP. STEEL
NOSING REINF.
W/ 10M BARS
SLAB REINFORCEMENT IF
USED AS COLD CELLAR
150mm
10M DOWELS
@ 600mm O.C.
600x600mm
SEE NOTE 3.
GUARDS
210mm - 355mm RUN
235mm - 355mm TREAD
HANDRAILS
ARE REQUIRED WHERE STEPS HAVE MORE THAN
3 RISERS. HANDRAIL HEIGHT 800mm - 965mm
2.
STEPS ARE TO BE UNIFORM
THROUGHOUT FLIGHT
0.76mm THICK & 22mm WIDE
FINISH GRADE ABOVE BASEMENT FLOOR
- MAX. HEIGHT 1200mm
- MAX. HEIGHT 2200mm
UNIT MASONRY THICKNESS 190mm
UNIT MASONRY THICKNESS 240mm - MAX. HEIGHT 1800mm
UNIT MASONRY THICKNESS 290mm
5.
THICKNESS OF UNREINFORCED FOUNDATION WALLS LATERALLY
SUPPORTED AT THE TOP ARE DEPENDANT UPON HEIGHT OF
FOUNDATION WALLS
100mm COMPACTED
CRUSHED STONE
75mm CONCRETE
FLOOR SLAB
INSULATION IS USED
FINISH IF FOAM
PROVIDE DRYWALL
COVED @ FOOTING
CEMENT PARGING
& 6mm THICK
DAMPPROOFING
STONE COVERAGE
100mm DIA. WEEPING
TILE W/ 150mm CRUSHED
SADDLE FOR
ANCHORED
TO SLAB
WOOD POST
AREA
UNHEATED
& PROVIDE STEEL LINTEL
2L"S 90 x90 x6
EXTERIOR TYPE DOOR
CUT OPENING FOR NEW
NO. 15 BLDG. PAPER
SIDE 38x89 STRAPPING
AIR BARRIER ON WARM
W/ INTEGRAL VAPOUR/
R12 INSULATION CONT.
2/38x184
2/38x184
38x89 RAFTERS & CEIL. JOISTS @
400 O.C. (MAX. SPAN 3050mm)
PROTECTED FROM
VENTILATION OPENING
WEATHER & INSECTS
OR 89mm DIA.
ON STEEL SADDLE
STEEL POST (TYP.)
89x89 WOOD POST
2500mmMax.
ON WOOD FRAMING
@ EXISTING HOUSE
OR SOLID MASONRY
MIN. 89mm BEARING
MAXIMUM 100mm BETWEEN PICKETS AND
NO MEMBER DESIGNED TO FACILITATE
CLIMBING BETWEEN 140mm & 900mm
NEW
STRUCTURE
FLOOR
NEW
DOOR
PATIO
76mm SCREWS OR
BOTH SIDES OF POST
38x89 GUSSETS ON
WOOD BEAM W/
SHOE ANCHORED
CONCRETE PIER
MINIMUM 100mm INTO
PIER SPACING
& 12.7mm DIA BOLT
W/ METAL SHOE
TO CONC. PIER
POST ANCHORED
89x89 MIN. WOOD
FOR SIZES SEE SHEET D01d
ON UNDISTURBED SOIL,
MIN. 1200mm BELOW GRADE
POURED CONCRETE PIER
GRADE
MIN.50mm
MIN.150mm
1200mmMIN.
1070mm
ABOVEGRADE
OVER1800mm
ABOVEGRADE
1800mmORLESS
900mm
WOOD DECKING W/ 6mm
GAPS PERPENDICULAR TO
DECK JOIST FRAMING
FLASHING UP BEHIND
DOOR SILL W/ 0.5mm POLY
NEW POURED CONCRETE
CANTILEVER
PLYWOOD FILLER &
76x165 METAL POST
& BEAM CONNECTOR
FOR 38x235 BEAM
MAX. 600mm
FOR 38x184 BEAM
MAX. 400mm
MAX. 1/6 OF
BEAM SPAN
C/W 32mm O.D. WASHERS
2- 9.5mm THRU BOLTS
BOTH SIDES OR
4- #9 x76mm SCREWS
BETWEEN 140mm & 900mm
MEMBER OR ATTACHMENT
BETWEEN PICKETS & NO
LESS THAN 100mm OPENING
FDN. WALL
NEW
SILL PLATE
RIM JOIST &
W/ 2- 76mm SCREWS OR OTHER
38x38 PICKETS SECURED
APPROVED GUARD SYSTEM
STEP AT DOOR
MAXIMUM 200mm
TOP RAIL
CONTINUOUS 38x140
DOUBLE 38X184 LEDGER
LAG 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:1-877-776-7639
416-575-4448
MANUFACTURER
SPECS - STUCCO
& BASEMENT
WALKOUT
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 ADH
RESIDENTIAL: DB- DUAL BARRIER
DJ- DRAINED JOINT (OPTIONAL)
Section 2.1.1.1
55 UNDERWRITERS ROAD, SCARBOROUGH, TORONTO,ONTARIO M1R-3B4
TEL: 416-759-4474 FAX: 416-759-4470 www.durabond.com
150m
m
800mm
1200mmMIN.TO
UNDISTURBED
SOIL
VARIES
10M @ 300mm O.C.
TEMP. STEEL
BOTTOM REINFORCING
10M @ 300mm O.C. W/
W/ 10M BARS
NOSING REINF.
DOWELS
10M @ 300mm O.C.
MASONRY OR
POURED CONC.
SEE NOTE NO.11
GUARD SEE
NOTE NO.12
UNDERPINNING
BEYOND SEE
DETAIL B01b & B01c
M
IN.
HANDRAIL W/ 50mm
@ EXTERIOR DOOR
PROVIDE DEADBOLT
MIN. 30mm CONC. COVER
TO965mm
U/S OF FOOTINGS
& STEP FOOTINGS
MIN. 1200mm
BELOW GRADE
100mm WEEPING
TILE TO CONNECT
TO EXISTING
CLEARANCE FROM WALL
DOOR
PROPOSED
POURED CONCRETE SLAB
& STEPS 32MPa W/
5%-8% AIR ENTRAINMENT
5% TO 8% AIR ENTRAINMENT
OF 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 MINIMUM
210mm RUN MINIMUM
EXTERIOR STAIRS
125mm MINIMUM
355mm MAXIMUM
355mm MAXIMUM
1070mm HIGH WHERE DISTANCE FROM GRADE
TO BOTTOM OF WALKOUT EXCEEDS 1800mm;
PRE-ENGINEERED GUARDS12.
@ 600mm O.C. AND A BOND BEAM
PROVIDE 25M VERTICAL REINFORCEMENT
WALL HEIGHTS TO A MAX. OF 1200mm
W/ NO REINFORCING REQUIRED FOR
250mm MASONRY OR POURED CONCRETE
RETAINING WALL11.
THE EXPOSED FOUNDATION WALL
BARRIER ON THE INSIDE FACE OF
- MIN. RSI 2.11 (R12) INSULATION & VAPOUR
10.INSULATION
900mm FOR LESSER HEIGHTS. MAXIMUM 100mm
3.
2.
1.
13.LINTELS
SOLID MASONRY: 2- 90mmx90mmx6mm ANGLES
BRICK VENEER: 1- 90mmx90mmx6mm L + 2-38x184
WOOD FRAME/SIDING: 2-38x184
BETWEEN VERTICAL PICKETS
ALL FOOTINGS SHALL REST ON (FOR MAX. 1200mm OPENINGS)
CONTAINING AT LEAST ONE 15M REINFORCEMENT
FOR 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 CONCRETE
MINIMUM CONCRETE STRENGTH FOR UNDERPINNING SHALL
GENERAL NOTES
CONSTRUCTED BELOW THE LEVEL OF THE FOOTINGS OF
AN 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 THE
SAFETY & 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 TO
COMMENCING 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 & CLEANOUTIS
PROVIDED, AND IS AUTHORIZED
BY THE MUNICIPALITY
150mm
EXTERIOR SLAB
75mm POURED CONCRETE
32MPa W/ 5% TO 8%
AIR ENTRAINMENT
38mm NON-SHRINK
GROUT
EXISTING FOOTING
PRIOR TO POURING
CLEAN U/S OF
OF NEW CONCRETE
BASEMENT
SLAB
NEW
DOOR
PROPOSED
100mm CRUSHED STONE
CONCRETE UNDERPINNING
15MPa POURED
THE FULL WIDTH OF
THE EXISTING FOOTING
OUTSIDEINSIDE
RSI I.41 RIGID
INSULATION TO
BELOW GRADE
CLEANOUT
BASEMENT WALKOUT

REVIT ARCHITECTURE 2015 COURSE
Ryerson University, January,2015
Basic House exercise covers :
Basic Modeling Tools
Advance Modeling Tools
Design options

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ENT.
DRIVEWAY
ENT.
DECK
STORE
KITCHEN
LIVING RM. GARAGELIVING RM.
-
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A108 1
www.autodesk.com/revit
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DRESSIN
G RM.
TV.RM.
3500 3670 3637
10807
1200120036023360
9362
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SITE PLAN
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C
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STORE
KITCHEN
LIVING &
DINING
STORE
KITCHEN
LIVING &
DINING
1 2 3
A
B
C
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LIVING &
DINING
KITCHEN
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INTER. L.O. OPTION L.1
0001
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T.V.ROOMW.I.D
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PERSPECTIVES
0001
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Level 1
-32
Level 2
3859
1 2 3 4
Level 4
11084Level 3
10321
3000
523000
Level 1
-32
Level 2
3859
1 2 3 4
Level 4
11084Level 3
10321
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RESIDENTIAL TOWER
Revit Architecture Course
Ryerson University, 2015
Group Collaboration
Residential Tower exercise covers :
Creating Components
Families and Parameters
Materials
Worksharing
Detailing & Annotation
Scheduling & Documentation
Visualization

DN
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84.6
LS
T
T
LS
LS
LS
LSLS
LS LS LS LS LS LS LS
LS
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Residential Building
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DNDN
A113
1
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1
2.60
1.60
3.925
4.60
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
B
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I
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3.9261.8381.801.40803.3252.3753.001.741
K
2.821
Convenience Store
104
Gen RM
107
H.V RM
108
Transformer RM
109
Multi- Purpose Hall
118
105
105
Mail Entrance
101
Guest waiting Area
103
Store
110
112
Telephone RM
111
Garbage RM
113
Room
117
Room
116
Duct
114
104
102
101 101
105
105A
106
107
116117
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118
70
110
120 120 120
120A
119119119
Office
102
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119A
106A
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4.909
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612 596
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DNUPDN UP
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Library
202
Lobby
201
Children Playing Area
203
Gym
204
Bachelor
207
209
Void
206
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209B
207A
209A
210A 210A
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DNUP
A113
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A1141A112 1
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T1T1T1
T1 T1
T1 T1T1
T4T4T4 T4
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T3
T4T3T4T3
T4
T4
T3 T3T4
T4
T3 T4 T3T4T4T4 T3T3T4
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T4T3T4T3
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T2 T2
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T4 T4W.M
RM
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Level 1
0
First Floor
4.45
Level 4
12.45
Level 5
16.45
Level 6
20.45
Level 7
24.45
Level 8
28.45
Level 9
32.45
Level 10
36.45
Roof Level
40.45
Ground Floor
45
Typical Floor
8.45
Top Roof level
43.85
Top Roof Height
44.15
Parapet level
41.75
ABCDEFGHIJK
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Level 1
0
First Floor
4.45
Level 4
12.45
Level 5
16.45
Level 6
20.45
Level 7
24.45
Level 8
28.45
Level 9
32.45
Level 10
36.45
Roof Level
40.45
Ground Floor
45
Typical Floor
8.45
Top Roof level
43.85
Top Roof Height
44.15
Parapet level
41.75
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e-mail
Consultant
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Fax
e-mail
Consultant
Address
Address
Phone
Fax
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Consultant
Address
Address
Phone
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e-mail
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Section 2
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Issue Date
Mahgoub- Momeni
Checker
A110
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Section 2
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MULTI-STORY CAR PARK
Competition
Location: Abu Dhabi, United Arab Emirates
Plot Area: 11,600 m sq
Client: 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 CLUB
Capital 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 area
First floor: Vice Dean Office, University staff hall,
Lounge room, Faculty room, and Waiting area
Second 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
RIGHTSIDEELEVATION
LEFTSIDEELEVATION
REAR ELEVATION

1ST
FLOOR PLAN
1:200
FRONT ELEVATION
RIGHTSIDEELEVATION
LEFTSIDEELEVATION
REAR ELEVATION

2ND
FLOOR PLAN
1:200
FRONT ELEVATION
RIGHTSIDEELEVATION
LEFTSIDEELEVATION
REAR ELEVATION

TOP ROOF FLOOR
1:200
FRONT ELEVATION
RIGHTSIDEELEVATION
LEFTSIDEELEVATION
REAR ELEVATION

Salma Mahgoub Portfolio.pdf Dec 2016

Salma Mahgoub Portfolio.pdf Dec 2016

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