Salma Mahgoub Portfolio.pdf Dec 2016
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Transcript of 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:
31/08/2015
CHKD BY
Notes.
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
SUBJECT TO AN EASEMENT AS IN INST. No.ST4041
PART 3, PLAN 43R-7184
PART 2, PLAN 43R-7184
PART 1, PLAN 43R-7184
PART 4, PLAN 43R-7184
SUBJECT TO AN EASEMENT AS IN INST. No.ST6150
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
PART 1, 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:
www.MemarConsultants.com
A.02
This Product is Prepared by "Memar Consultants Inc."
T:1-877-776-7639416-575-4448
BASEMENT
DRAWING TITLE:
31/08/2015
CHKD BY
Notes.
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
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:
www.MemarConsultants.com
A.03
This Product is Prepared by "Memar Consultants Inc."
T:1-877-776-7639416-575-4448
GROUND FLOOR
DRAWING TITLE:
31/08/2015
CHKD BY
Notes.
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
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:
www.MemarConsultants.com
A.04
This Product is Prepared by "Memar Consultants Inc."
T:1-877-776-7639416-575-4448
SECOND FLOOR
DRAWING TITLE:
31/08/2015
CHKD BY
Notes.
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
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:
www.MemarConsultants.com
A.05
This Product is Prepared by "Memar Consultants Inc."
T:1-877-776-7639416-575-4448
ROOF
DRAWING TITLE:
31/08/2015
CHKD BY
Notes.
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
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:
www.MemarConsultants.com
A.06
This Product is Prepared by "Memar Consultants Inc."
T:1-877-776-7639416-575-4448
EAST ELEVATION
DRAWING TITLE:
31/08/2015
CHKD BY
Notes.
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
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:
www.MemarConsultants.com
A.07
This Product is Prepared by "Memar Consultants Inc."
T:1-877-776-7639416-575-4448
WEST ELEVATION
DRAWING TITLE:
31/08/2015
CHKD BY
Notes.
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
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
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:
www.MemarConsultants.com
A.08
This Product is Prepared by "Memar Consultants Inc."
T:1-877-776-7639416-575-4448
SOUTHELEVATION
DRAWING TITLE:
31/08/2015
CHKD BY
Notes.
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
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'
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
3/16" = 1'-0"
PRODUCED ON:
SCALE:
CLIENT:
www.MemarConsultants.com
A.09
This Product is Prepared by "Memar Consultants Inc."
T:1-877-776-7639416-575-4448
NORTHELEVATION
DRAWING TITLE:
31/08/2015
CHKD BY
Notes.
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
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'
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
3/16" = 1'-0"
PRODUCED ON:
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CLIENT:
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A.10
This Product is Prepared by "Memar Consultants Inc."
T:1-877-776-7639416-575-4448
SECTION 4-4
DRAWING TITLE:
31/08/2015
CHKD BY
Notes.
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
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:
www.MemarConsultants.com
A.11
This Product is Prepared by "Memar Consultants Inc."
T:1-877-776-7639416-575-4448
SECTION 5-5
DRAWING TITLE:
31/08/2015
CHKD BY
Notes.
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
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:
www.MemarConsultants.com
A.12
This Product is Prepared by "Memar Consultants Inc."
T:1-877-776-7639416-575-4448
BASEMENT -STRUCTURAL
DRAWING TITLE:
31/08/2015
CHKD BY
Notes.
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
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:
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A.13
This Product is Prepared by "Memar Consultants Inc."
T:1-877-776-7639416-575-4448
GROUND FLOOR -STRUCTURAL
DRAWING TITLE:
31/08/2015
CHKD BY
Notes.
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
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:
www.MemarConsultants.com
A.14
This Product is Prepared by "Memar Consultants Inc."
T:1-877-776-7639416-575-4448
SECOND FLOOR -STRUCTURAL
DRAWING TITLE:
31/08/2015
CHKD BY
Notes.
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
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:
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A.15
This Product is Prepared by "Memar Consultants Inc."
T:1-877-776-7639416-575-4448
CONSTRUCTIONSPECIFICATION -
RES
DRAWING TITLE:
31/08/2015
CHKD BY
Notes.
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
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
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"
3 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: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:
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A.16
This Product is Prepared by "Memar Consultants Inc."
T:1-877-776-7639416-575-4448
WALL DETAILS-BRICK
DRAWING TITLE:
31/08/2015
CHKD BY
Notes.
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:
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
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
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
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
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
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/R22 BATT INSULATION, EXTENDVAPOUR BARRIER & SEALTO JOIST & SUBFLOOR
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
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
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/
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/R22 BATT INSULATION, EXTENDVAPOUR BARRIER & SEALTO JOIST & SUBFLOOR
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:
www.MemarConsultants.com
A.17
This Product is Prepared by "Memar Consultants Inc."
T:1-877-776-7639416-575-4448
DECK & PORCHDETAILS
DRAWING TITLE:
31/08/2015
CHKD BY
Notes.
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
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:
www.MemarConsultants.com
A.18
This Product is Prepared by "Memar Consultants Inc."
T:1-877-776-7639416-575-4448
MANUFACTURERSPECS - STUCCO
& BASEMENTWALKOUT
DRAWING TITLE:
02/09/2015
CHKD BY
Notes.
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
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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3500 3670 3637
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ENT.
DRIVEWAY
ENT.
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STORE
KITCHEN
LIVING RM. GARAGELIVING RM.
-
-
A108 1
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27/02/2015
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DRESSING RM.
TV.RM.
3500 3670 3637
10807
1200
1200
3602
3360
9362
-
-
A108 1
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SITE PLAN0001
BASIC HOUSE
RYERSON
27/02/2015
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A103
No. Description Date
1 : 100Site
1
1 2 3
A
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2
A107
STORE
KITCHEN
LIVING &DINING
STORE
KITCHEN
LIVING &DINING
1 2 3
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B
C
D
E
1
A107
STORE
LIVING &DINING
KITCHEN
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INTER. L.O. OPTION L.10001
BASIC HOUSE
RYERSON
27/02/2015
Author
Checker
A104
No. Description Date
1 : 100OPEN CONCEPT L.1
1 1 : 100Option 1 primary L.1
2
1 2 3 4
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B
C
D
E
1
A107
T.V.ROOMW.I.D
M.BED.RM.
1 2 3 4
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B
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A107
M.BED RM.T.V.RM.W.I.C
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INTER.L.O.OPTION L.20001
BASIC HOUSE
RYERSON
27/02/2015
Author
Checker
A105
No. Description Date
1 : 100OPTION 1 PRIMARY L.2
1 1 : 100OPEN CONCEPT L.2
2
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PERSPECTIVES0001
BASIC HOUSE
RYERSON
27/02/2015
Author
Checker
A110
No. Description Date
PRIMERY OPTION ENT.1
FLAT SHADE ENT.2
Level 1-32
Level 23859
1 2 3 4
Level 411084Level 3
10321
3000
5230
00
Level 1-32
Level 23859
1 2 3 4
Level 411084Level 3
10321
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SECTIONS0001
BASIC HOUSE
RYERSON
27/02/2015
Author
Checker
A107
No. Description Date
1 : 100Section 1 PRIMARY OPT.
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
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LSLS
LS LS LS LS LS LS LS
LS
DNDN
A113
1
A1141A112 1
A111
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1 2 3 4 5 6 7 8 9 10
A
BCDEF
G
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A115
1
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1 : 200
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Site Plan
0001
Residential Building
Issue Date
Mahgoub- Momeni
Checker
A101
No. Description Date
DN
DN
UP
DNDN
A113
1
A1141A112 1
A111
1
2.60
1.60
3.92
5
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
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3.92
61.
838
1.80
1.40
803.
325
2.37
53.
001.
741
K
2.82
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Convenience Store
104
Gen RM
107
H.V RM
108
Transformer RM
109Multi- Purpose Hall
118
105
105
Mail Entrance
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Guest waiting Area
103
Store
110
112Telephone RM
111
Garbage RM
113
Room
117
Room
116
Duct
114
104
102
101 101
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105A
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116117
111
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70
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120 120 120 120A
119119119
Office
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115
119A
106A
107A
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44
4.909
31.51
24.0
1
443
612 596
541
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Ground Floor Plan
0001
Residential Building
Issue Date
Mahgoub- Momeni
Checker
A102
No. Description Date
1 : 100Ground Floor
1
DNUPDN UP
A113
1
A1141A112 1 1.30
10.011
1 2 3 4 5 6 7 8 9 10
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B
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Library
202
Lobby
201
Children Playing Area
203
Gym
204
Bachelor
207
209
Void
206
202
203
209A209B
207A
209A
210A 210A
204
208A
207A
208B 208A
207A
206A 206A 206A
206A206A206A205A
208
208B
205A
208A
1
A109
1
A110
A115
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3.92
6
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1
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First Floor Plan
0001
Residential Building
Issue Date
Mahgoub- Momeni
Checker
A103
No. Description Date
1 : 100First Floor
1
DNUP
A113
1
A1141A112 1
A111
1
1.87
6
1 2 3 4 5 6 7 8 9 10
A
C
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4.23
8
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K
T1T1T1
T1 T1
T1 T1T1
T4T4T4 T4
T4
T4 T3T3T3
T3
T4T3T4T3
T4
T4
T3 T3T4
T4
T3 T4 T3T4T4T4 T3T3T4
T4
T4T3T4T3
T2
T2 T2
1
A109
1
A110
A115
1
L
T4 T4W
.MR
M
ELEC
.R
MGARB.. RM
23.4
64
80
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Typical Plan
0001
Residential Building
Issue Date
Mahgoub- Momeni
Checker
A104
No. Description Date
1 : 100Typical Floor
1
A113
1
A1141A112 1
A111
1
1 2 3 4 5 6 7 8 9 10
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B
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1
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1
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1 : 100
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Top Roof Level
0001
Residential Building
Issue Date
Mahgoub- Momeni
Checker
A105
No. Description Date
1 : 100Top Roof level
1
A113
1
A1141A112 1
A111
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1 2 3 4 5 6 7 8 9 10
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B
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1103 1104
1101
1
A109
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Elevator Room
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Roof Plan
0001
Residential Building
Issue Date
Author
Checker
A105a
No. Description Date
1 : 100Roof Level
1
Level 10
First Floor4.45
Level 412.45
Level 516.45
Level 620.45
Level 724.45
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
ABCDEFGHIJK
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Section 1
0001
Residential Building
Issue Date
Mahgoub- Momeni
Checker
A109
No. Description Date
1 : 100Section 1
1
Level 10
First Floor4.45
Level 412.45
Level 516.45
Level 620.45
Level 724.45
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
1 2 3 4 5 6 7 8 9 10
1
A109
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Section 2
0001
Residential Building
Issue Date
Mahgoub- Momeni
Checker
A110
No. Description Date
1 : 100Section 2
1
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
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1:200
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