Various works included. From freehand sketches, hard line sketches, autocad drawings, 3D modeling, Photoshop to presentation boards.

4. REF.
UP
DN
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
19
18
17
16
15
14
13
12
11
10
A3.11
A3.0
A3.2
A3.0
1
1
2
1
2
A CB
1
A4.0
2
A4.0
1
A6.0
2
A6.0
B1.12
B1.1
3
B1.1
5
B1.1 4
25'-7" O.D.
188 SF
BEDROOM
106
41 SF
W/R
107
39 SF
MECH. ROOM
108
17 SF
CLOSET
109
177 SF
LIVING ROOM
103
131 SF
DINING ROOM
105
79 SF
ENTRANCE
101
139 SF
KITCHEN
104
14 SF
STORAGE
110
D112
D100
D101
D105
D107
D106
D110
D108D109
D113
D111
W5
W5
W5
W5
W5
W4
W10
W4
W9
W4
W9
W4
W9
W4
W9
W11
W4a
W5
W5
W5
W5
7'-8"
4'-5 3/4" 3'-2 1/4" 2'-6" 2'-6"
1'-3 1/2" 1'-7"
2'-0"
3 1/2"
3'-0" 9 1/2" 2'-6" 1'-11 1/2"
5'-0"11'-3"3'-0"4'-6"3'-0"5'-8"3'-0"11'-7"9'-01/2"
45'-41/2"O.D.
9'-1"10'-21/2"3'-10"4'-9"2'-6"6'-81/2"2'-10"10'-81/2"
45'-41/2"O.D.
5'-7 1/2" 3'-5" 6 1/2" 3'-0 1/2" 9" 11'-2 1/2"
7'-1"41/2"6'-5"61/2"1'-61/2"11'-61/2"1'-5"6'-11/2"61/2"4'-11"
5'-1"
8'-1"
3'-9"4'-0"
4'-4"
15'-6"
W12
391' - 4"
391' - 4"
391' - 6"
W10
10'-1 1/2" 2'-4" 1'-1" 11'-0 1/2"
15'-7"61/2"12'-5"11'-101/2"
25'-7" O.D.
6'-5" 3'-0" 7" 2'-6" 10 1/2" 2'-7" 7'-8" 2'-5 1/2"
13'-6" 12'-1"
DECK
PORCH
G4
G1
G16
G9
G8
G7
G6
G4G5
G2
G2
G3
CONCRETE
WALKWAL
42" HIGH GUARDRAIL14'-1 3/4"
13'-11 1/2" 12'-1 1/2"
B1.2
2
T.O. MAIN FLOOR
391' - 6"
T.O. UPPER FLOOR
401' - 6"
T.O. SLAB
386' - 10"
T.O. ATTIC
411' - 6"
T.O. ROOF RIDGE
423' - 10"
AC B
G4G4
G1G1
G4
G3
G5
G4
37'-0"O.D.
4'-8"10'-0"10'-0"12'-4"
4'-8"3'-1"4'-6"1'-7"10"3'-0"3'-9"2'-5"10"
TYPE B
TYPE H
42" HIGH
GUARDRAIL
3'-51/4"5'-0"83/4"10"3'-1"4'-6"2'-5"6'-101/4"5'-53/4"
37'-0"O.D.
3'-0"4'-10"
4"
1'-0"
8"
1'-0"
SHED DORMER
BEYOND
CEDAR SIDING
CEDAR SHINGLES METAL PANEL ROOFING
JULILET
BALCONY
3'-1"4'-6"
TYP. DOUBLE
GLAZED WINDOW
2" PAINTED
WOOD FRAME
JENNIFER YEE
CONSULTANT:
NOTES:
REVISION NO.
SEAL:
PROJECT NAME:
PROJECT ADDRESS:
DRAWN BY:
DATE:
SCALE:
DRAWING TITLE:
CHECKED BY:
PROJECT NUMBER:
DRAWING NUMBER:
3700 WILLINGDON AVENUE
BUNABY, B.C.
V5G 3H2, CANADA
A00841112 JYEE52@MY.BCIT.CA
6/13/2016 8:36:16 AM
3889 HEATHER ST., VANCOUVER
As indicated
B1.2
AFRESH HOUSE
PORTFOLIO SHEET
2016_04-001
JY N/A
1/4" = 1'-0"
6
MAIN FLOOR
12" = 1'-0"
1
SOUTH VIEW
3/16" = 1'-0"
2
NORTH_ELEVATION
12" = 1'-0"
5
3D of UPPER LEVEL KITCHEN
3
SOUTHWEST ELEVATION
12" = 1'-0"
4
UPPER KITCHEN

8. REF.
847 SF
ATTIC AREA
FSR LEGEND
142 SF
847 SF
26'-1"
37'-11"
142 SF
EXCL. AREA
23'-111/2"13'-111/2"
6'-0"
26'-1"
12'-1 1/2"
5'-0"46'-0"
4'-0"
4'-1"
13'-4 1/2" 12'-8 1/2"
49 SF
DECK
54 SF
COVERED PORCH
1097 SF
MAIN FLOOR AREA
FSR LEGEND
49 SF
54 SF
1097 SF
BACK DECK
50 SF
EXCLUDED AREA
54 SF
EXCLUDED AREA
1096 SF
UPPER FLOOR AREA
FSR LEGEND
50 SF
54 SF
1096 SF
26'-1"
13'-11 1/2" 12'-1 1/2"
42'-0"4'-0"
46'-0"
4'-1"
13'-7"
89° 58' 46"
120.01'
S E
0°29'06"
33.00'
SE
89° 58' 46"
120.01'
S E
0°28'47"
33.00'
NW
3961 SF
3889
HEATHERST.
1 1/2 STOREY
DWELLING W/ FULL
BASEMENT
1 1/2 STOREY
DWELLING W/
FULL
BASEMENT
CONCRETESIDEWALK
PROJECT SUMMARY
CIVIC ADDRESS: 3889 HEATHER ST., VANCOUVER
LEGAL DESCRIPTION: PLAN OF SURVEY OF LOT 7, BLOCK 618,
DISTRICT LOT 472, GROUP 1, NEW WESTMINSTER DISTRICT PLAN 2309
ZONING: RS-5S
LOT SIZE: 33.00' x 120.01' = ±3961 SF
DECK
PORCH
BELOW
42" HIGH RAIL
2 STOREY
DWELLING W/
CRAWLSPACE
46'-0" 22'-8 3/4"
12'-11/2"
SETBACK
3'-111/2"
DECK
9'-1" 41'-11" 5'-0 1/2"
19'-11 1/2" 5'-2 1/4" 18'-7"
14'-3"11'-10"
33'-0"
PROPERTY LINE
SETBACK
51'-1 1/2"
119'-10 1/4"
MIN.SETBACK
3'-3"
SETBACK
2'-111/2"
MIN.SETBACK
3'-111/2"
MIN. SETBACK
46'-3 1/4"
MIN. SETBACK
22'-9 1/4"
JENNIFER YEE
CONSULTANT:
NOTES:
REVISION NO.
SEAL:
PROJECT NAME:
PROJECT ADDRESS:
DRAWN BY:
DATE:
SCALE:
DRAWING TITLE:
CHECKED BY:
PROJECT NUMBER:
DRAWING NUMBER:
3700 WILLINGDON AVENUE
BUNABY, B.C.
V5G 3H2, CANADA
A00841112 JYEE52@MY.BCIT.CA
6/16/2016 1:04:58 PM
3889 HEATHER ST., VANCOUVER
As indicated
B1.0
AFRESH HOUSE
FSR OVERLAYS AND
ZONING ANALYSIS
2016_04-001
J.Y. N/A
3/16" = 1'-0"
1
ATTIC FLOOR PLAN
3/16" = 1'-0"
2
MAIN FLOOR PLAN
3/16" = 1'-0"
3
UPPER FLOOR PLAN
1/8" = 1'-0"
4
SITE PLAN

9. RIGHT IMAGE:
VIEW OF BEACH
FROM FRONT OF
BELOW IMAGE:
EAST NEIGHBOUR’S HOUSE
DESIGN SCHEMATIC FOR 3068 O’HARA LANE, SURREY, BC
PRELIMINARY SITE PLAN
SCALE: 1”= 30’-0”
BELOW IMAGE:
WEST NEIGHBOUR’S HOUSE
BELOW IMAGE:
SOUTH NEIGHBOUR’S HOUSE- 2 STOREY NEW BUILD WITH A
LANEWAY HOME
AMMENITIES WITHIN
WALKING DISTANCE:
SURREY SAILING
CLUB, CRESECENT
BEACH MARINA,
RESTAURANTS, CAFES,
SHOPS, DUNSMUIR
FARM, A TOT LOT,
CRESCENT BEACH,
PUBLIC TRANIST.
PRELIMINARY SITE ANALYSIS
JENNIFER YEE
A00841112
01 JUNE 2016

10. OPEN CONCEPT-KITCHEN, DINING,
LIVING ROOM COMBINATION
MATERIALBOARD
DESIGN CONCEPTS
FRONT ELEVATION
REAR ELEVATION
PERSPECTIVE OF MODEL
INTERIOR ELEVATIONS
JENNIFER YEE A00841112 27 JANUARY 2016

11. HOUSE #1
100 WEST 13TH AVENUE
THIS IS A THREE STOREY, EARLY VERNACULAR HOUSE ON THE
CORNER OF WEST 13TH AND MANITOBA STREET. THE PRIMARY
ROOF IS HIPPED ROOF. IT ALSO HAS A SECONDARY HIP ROOF ON
THE FRONT ELEVATION THAT COVERS A SECONDARY BUILDING
FORM AND A SMALL FRONT PORCH. THE NORTH EAST CORNER
OF THE PROPERTY HAS CONIFEROUS TREES AS WELL AS VARIOUS
HOUSE #2
108, 110, 112 WEST 13TH AVENUE
THIS IS A THREE STOREY TRIPLEX HOUSE. THE PRIMARY ROOF IS A GABLE
STYLE THAT COVERS THE FRONT PORCH. THERE IS A SECONDARY SHED ROOF
ON THE FRONT THAT COVERS A SECOND FLOOR DECK. THE FRONT OF THE
HOUSE HAS SMALL PLANTS AROUND THE HOUSE AND RAIL BUT NO TREES.
THE FRONT DOORS ARE MADE OF WOOD AND HAVE GLASS WINDOWS ON
THEM.
HOUSE #3
118 WEST 13TH AVENUE
THIS IS A TWO STOREY CRAFTSMAN BUNGALOW STYLE HOUSE .
BOTH THE PRIMARY AND SECONDARY ROOFS ARE GABLE STYLED.
THE SECONDARY ROOF COVERS A SECONDARY BUILDING ELEMENT
AS WELL AS THE FRONT PORCH. THERE ARE ALSO SMALL TREES ON
EITHER SIDE OF THE FRONT PORCH.
HOUSE #4
124 WEST 13TH AVENUE
THIS IS A THREE STOREY VANCOUVER CRAFTMAN STYLE WITH A GABLE
STYLED ROOF. THE SECOND FLOOR PORCH IS COVERED BY A PORTION OF
THE THIRD FLOOR THAT CANTILEVERS OUT. THERE IS A SMALL PLANTING
AREA IN THE FRONT YARD BUT HAS NO VEGETATION OTHERWISE.
HOUSE #5
128 WEST 13TH AVENUE
THIS IS A THREE STOREY CRAFTMAN STYLE HOUSE WITH A CROSS-
GABLED ROOF. THAT ALSO COVERS THE FRONT PORCH. THERE ARE
A VARIETY OF SMALL TREES IN FRONT OF THE HOUSE AND AROUND
THE PORCH. THE FRONT OF THE PROPERTY HAS A PAINTED PICKET
FENCE.
HOUSE #6
134 (3 UNITS), 136 WEST 13TH AVENUE
THIS IS A THREE STOREY QUADPLEX. THE MAIN ROOF IS A COMBINATION
OF GABLE STYLED. IT HAS A SECONDARY CONBINATION ROOF THAT
COVERS THE FRONT PORCH;. THE FRONT YARD HAS SMALL PLANTS AS
WELL AS A PICKET FENCE.
NEIGHBOURHOOD STUDY
RS-5 100 W13TH BLOCK
MOUNT PLEASANT
JENNIFER YEE

12. DETAIL #2
ALL OF THE PRIMARY ROOFS ON THESE HOUSE ARE GABLE ROOFS
WITH VARIOUS SHAPES FOR SECONDARY ROOFS.
HOUSE #7
138 (4 UNITS), 136 WEST 13TH AVENUE
THIS IS A THREE STOREY QUADPLEX WITH A COMBINATION OF GABLE
STYLED. HIPPED ROOF AND SHED ROOF. THERE IS ALSO A SECONDARY
ROOF THAT COVERS THE FRONT PORCH. THE FRONT FACADE INCLUDES
A BAY WINDOW AND A COUPLE OF RECESSES. THE FRONT OF THE
PROPERTY INCLUDES A PICKET FENCE AS WELL AS SMALL PLANTS.
HOUSE #8
142 (2 UNITS) WEST 13TH AVENUE
THIS IS A THREE STOREY CRAFTSMAN STYLE DUPLEX WITH A PRIMARY
ROOF THAT IS GABLE STYLED WITH A FLAT PLANE IN PLACE OF A RIDGE.
THE MAIN ROOF EXTENDS TO COVER THE PORCH BELOW. A SECONDARY
GABLE ROOF EXTENDS FROM THE PRIMARY TO COVER A SECOND FLOOR
DECK ON THE FRONT ELEVATION. THE FRONT YARD INCLUDES A VARIEY OF
SMALL TREES.
HOUSE #9
148, 150 (2 UNITS), 152 (2 UNITS) WEST 13TH AVENUE
THIS IS A THREE STOREY CRAFTSMAN STYLE MULTI-UNIT HOUSE WITH A
GABLE STYLED PRIMARY ROOF. SECONDARY ROOFS INCLUDE A SHED ROOF
IN THE REAR AND A GABLE ROOF IN THE FRONT. THERE IS A SECOND FLOOR
DECK AS WELL AS COVERED PORCH IN THE FRONT. AT THE FRON OF THE
PROPERTY LINE THERE ARE TALL HEDGED AND A GATE.
HOUSE #10
156,156 WEST 13TH AVENUE
THIS IS A CRAFTSMAN STYLED DUPLEX. THE PRIMARY ROOF IS GABLE
STYLED. THE SECONDARY ROOFS ARE A COMBINATION OF GABLE STYLE AND
SHED ROOFTO COVER TWO DORMERS AND A SCOND FLOOR WALKOUT. THE
FRONT OF THE PORPERTY HAS A FENCE AND A WOODEN ARCH WAY,WITH
VARIOUS PLANTS AROUND IT.
HOUSE #11
156, 158 WEST 13TH AVENUE
THIS IS A THREE STOREY CRAFTSMAN STYLE DUPLEX. THE PRIMARY ROOF.
IS CROSS GABLE STYLED AND HAS A LOWER SECONDARY COMBINATION
ROOF THAT COVERS THE FRONT PORCH. THERE IS A DECK ON THE FRONT
ELEVATION AS WELL AS A COVERED ENTRY THAT LINES UP WITH SMALL
TREES AND PLANTS.
DETAIL #1
ON THIS STREET, IT IS COMMON FOR HOUSES TO HAVE EAVE BRACK-
ETS SUPPOTING THE ROOF AS AN ACCESSORY..
NEIGHBOURHOOD STUDY
RT-6 100 W13TH BLOCK
MOUNT PLEASANT
JENNIFER YEE

13. TEAM 3- AB,KC,AS,JY
CONSULTANT:
NOTES:
REVISION:
SEAL:
PROJECT NAME:
PROJECT ADDRESS:
DRAWING TITLE:
DRAWN BY:
DATE:
SCALE:
PROJECT NUMBER:
DRAWING NUMBER:
NO:
CHECKED BY:
3700 WILLINGDON AVENUE,
BURNABY, B.C.
V5G 3H2, CANADA
6/16/2016 2:08:32 PM
118 MILROSS AVE., VANCOUVER, B.C.
COVER
CITYGATE
A-0.00
N/AJY
A2016-0005
1
NORTH ELEVATION
3
SOUTHWEST VIEW
2
UNIT T ISO

14. UP
UP
DN
DN
DN
UP
DN
DN
DN
DN
A-5.01
A-5.01
3
1
1 2 3 4
6
A
B B
C
Y
X
40' - 6" 30' - 3" 30' - 3" 56' - 2 1/2"
1
A-6.01
5
E2
E1
C3
E2
E1
E2
E2
E1
E1
F1
C2
F1
E2 E2 E2
F1
F1
F1
F1
E1
E1
E1
E2 E2
E1
C2
D2
D2
E1
C2
2'-0"
UNIT P
UNIT P
UNIT T
UNIT T
UNIT K
UNIT J
1
A-6.02
1 3
4
5 6
7 8 9 10
11
12
13
14
15
16
17 18
19
20
21
2223
24 25 26
27
28
29
30
31 32
33
34
35
36
37 38 39 40
41
42
44
45
46
47
48
49
50
51 52
53
54
55
56
57
59
60
61 62
63
64 65
66
67
69 70 9192
93
152
150
154155
156
157158159
160161162
163
164
165
166
167
168
208 209
210
211
212
213
214 218
219
220
221 222 223224
246
W5 W4
W4W5
W4 W4 W5
W5 W4
230
W5 W4 W1 GL2
228
W5 W4
W4W5
W5 W4
GL1
440
W10
W10
484
487
CORRIDOR
DRAIN DRAIN DRAIN DRAIN
PATIO
PATIO
PATIO
PATIO
PATIO
PATIO PATIO
PATIO
PATIO
STAIR #8
STAIR #3
34'-0"34'-0"
±14'-81/2"26'-0"30'-3"11'-9"
SLOPE
2.5%MIN.
SLOPE
2.5%MIN.
SLOPE
2.5%MIN.
SLOPE
2.5%MIN.
SLOPE
2.5%MIN.
SLOPE
2.5%MIN.
SLOPE
2.5%MIN.
SLOPE
2.5%MIN.
SLOPE
2.5%MIN.
DRAIN DRAIN DRAIN DRAIN
SLOPE
2.5%MIN.
SLOPE
2.5%MIN.
SLOPE
2.5%MIN.
SLOPE
2.5%MIN.
1
A-8.01
DRAIN
DRAIN
RAMPUP@3%
FOR21'-6"
MAIL
ELEC. CL
F.F.L. 18'-2 1/2"
T.O.S. 17'-8 1/2"
F.F.L. 18'-2 1/2"
T.O.S. 17'-8 1/2"
RAMPUP@5%
FOR30'-0"PUBLICWALKWAY
90° 00' 00"
133.17'
N W
0°00'00"
96.25'
NE
90° 00' 00"
255.33'
S E
PUBLIC
EXIT
CORRIDOR
5%SLOPE@27'-7"
E2
SLOPE
2.5%MIN.
A-5.01 1
1 2 3 4 6
7
A
B
C
Y
X
1
A-6.01
5
6' - 4 1/2" 40' - 6" 30' - 3" 30' - 3" 30' - 3" 25' - 11 1/2" 24' - 4 1/2"
11'-9"22'-3"34'-0"15'-11/2"
12"/12"
18" / 12"
12"/12"12"/12"12"/12"
12" / 12"
12" / 12"
12"/12"12"/12"
12"/12"
12"/12"
12"/12"
12"/12"
12"/12"
12" / 12" 12" / 12" 12" / 12" 12" / 12" 12" / 12" 12" / 12" 12" / 12" 12" / 12" 12" / 12" 12" / 12"
12"/12"
12"/12"
12"/12"
12"/12"
12"/12"
12" / 12"12" / 12"12" / 12"12" / 12"12" / 12"12" / 12"12" / 12"12" / 12"
ROOF
ACCESS
HATCH
1
A-6.02
MILROSS AVE.
FLAT ROOF FLAT ROOF
RDRD RD RD
65' - 3"
RD
SLOPE
2.5%MIN.
RD
OVERFLOW DRAIN
8" SQ ROOF VENTS
TO SMALL FLAT
ROOFS BELOW
OVERFLOW DRAINOVERFLOW DRAINOVERFLOW DRAINOVERFLOW DRAIN
8" SQ ROOF VENT
SLOPE
2.5%MIN.
SLOPE
2.5%MIN.
SLOPE
2.5%MIN.
SLOPE
2.5%MIN.
SLOPE
2.5%MIN.
SLOPE
2.5%MIN.
SLOPE
2.5%MIN.
SLOPE
2.5%MIN.
3/32" = 1'-0"
1
GROUND FLOOR
TEAM 3- AB,KC,AS,JY
CONSULTANT:
NOTES:
REVISION:
SEAL:
PROJECT NAME:
PROJECT ADDRESS:
DRAWING TITLE:
DRAWN BY:
DATE:
SCALE:
PROJECT NUMBER:
DRAWING NUMBER:
NO:
CHECKED BY:
3700 WILLINGDON AVENUE,
BURNABY, B.C.
V5G 3H2, CANADA
6/16/2016 2:08:34 PM
118 MILROSS AVE., VANCOUVER, B.C.
3/32" = 1'-0"
GROUND FLOOR
AND ROOF PLAN
CITYGATE
A-3.01
K.C.J.Y. A.S.
A2016-0005
3/32" = 1'-0"
2
ROOF PLAN

15. GROUND
18' - 2 1/2"
Level 2
27' - 8 1/2"
Level 3
36' - 8 1/2"
Level 4
45' - 8 1/2"
Level 5
54' - 4 1/2"
Level 6
63' - 0 1/2"
Level 7
71' - 8 1/2"
U/S OF CEILING
79' - 8 1/2"
P1
8' - 2 1/2"
1234678910 5
W1
W1
W1
W1
R10'-93/4"
R5'-103/4"
R9'-31/4"
R5'-103/4"
R9'-31/4"
R5'-103/4"
9'-6"9'-0"9'-0"8'-0"
T.O.ROOF
66' - 3 1/2"
W18
W25
W20
W18
W4 W5
W4 W5
W4 W5
W4 W5
W16 W6
W25
W20
W2
W18
W6
W8W2
W4 W5
W4 W5
W4 W5
W5W4
W4 W5
W4 W5
W4
W4
W5
W5
W4 W5
W4
W1
W1W5
W4 W5
W4 W5
W81W81 W81
66' - 3 5/8"
1
A-6.02
2
A-6.01
36BRICKCOURSES36BRICKCOURSES
GROUND
18' - 2 1/2"
Level 2
27' - 8 1/2"
Level 3
36' - 8 1/2"
Level 4
45' - 8 1/2"
Level 5
54' - 4 1/2"
Level 6
63' - 0 1/2"
P1
8' - 2 1/2"
P3
-1' - 3 1/2"
1 2 3 4 6
P2
1' - 11 1/2"
5
T.O.ROOF
66' - 3 1/2"
W82 W82
W82 W82
W82 W82
W19
W7
W5
W5
W5
W5W4W4
W4
W4
W4
W4
W4W4
W19
W7
W5
W5
W5 W4
W4
W4
W4W5
W25
W20
W3
W4W5
W5 W4
W5 W4
W5 W4
W7
W19W4W26W1
W1
W9
W5
W5 W4
W4
W4W5
1
A-6.02
8'-8"9'-0"9'-0"9'-6"
ENSURE C.I. RWL'S DO NOT
CONFLICT WIT EXHAUST VENTS
PAINTED HARDIPLANK
SIDING (6" EXPOSURE)
PRE FINISHED METAL
ROOFING
EXHAUST VENT TYPICAL
GLASS GUARDRAIL IN
ALUM. TOP & BOTTOM FRAME
FACE BRICK
C.I. RW LEADERS IN WALLS EXHAUST VENT - TYPICAL
2HR ROLLER SHUTER - SEE GROUND
FLOOR PLAN
AMENITY SPACE
PARKING - P1
STORAGE LOCKERS PAKING - P3
GROUND
18' - 2 1/2"
Level 2
27' - 8 1/2"
Level 3
36' - 8 1/2"
Level 4
45' - 8 1/2"
Level 5
54' - 4 1/2"
Level 6
63' - 0 1/2"
YX
T.O.ROOF
66' - 3 1/2"
9'-6"8'-8"9'-0"9'-0"9'-6"
W27W26
W10
W10
W10
W10
W10
1
A-8.01
TEAM 3- AB,KC,AS,JY
CONSULTANT:
NOTES:
REVISION:
SEAL:
PROJECT NAME:
PROJECT ADDRESS:
DRAWING TITLE:
DRAWN BY:
DATE:
SCALE:
PROJECT NUMBER:
DRAWING NUMBER:
NO:
CHECKED BY:
3700 WILLINGDON AVENUE,
BURNABY, B.C.
V5G 3H2, CANADA
6/16/2016 2:08:58 PM
118 MILROSS AVE., VANCOUVER, B.C.
3/32" = 1'-0"
ELEVATIONS
CITYGATE
A-5.01
K.C.J.Y. A.S.
A2016-0005
3/32" = 1'-0"
3
NORTH ELEVATION (MILROSS ST.)
3/32" = 1'-0"
2
SOUTH ELEVATION (WOOD BUILDING)
3/32" = 1'-0"
1
WEST ELEVATION
12
12
12
12
PRE FINISHED
METAL ROOFINGGLASS GUARDRAIL
IN ALUM. TOP &
BOTTOM FRAME
12
12
12
12
NOTE (EAST CONCRETE BUILDING)
1. BRICK LEDGER ANGLES TO BE PLACED AT WINDOW HEAD HEIGHTS
2. SOLDIER COURSES AT WINDOW HEADS TO BE 3 BRICK COURSES LONG
3. PROVIDE 36 BRICK COURSES BETWEEN LEDGERS AT 2ND & 3RD FLOORS (9'-0" FLOOR TO FLOOR)
4. PROVIDE 35 BRICK COURSES BETWEEN LEDGERS AT 4TH & 5TH FLOORS (8'-8" FLOOR TO FLOOR)
PAINTED HARDIPLANK SIDING
(6" EXPOSURE)
METAL GUTTERS
EXHAUST VEN TYPICAL
ALUMINIUM WINDOWS
FACE BRICK
OVERFLOW DRAIN /SCUPPER - TYPICAL
SEE SECTION CC AN ROOF PLAN
CONCRETE EXHAUST PENTHOUSE - SEE
MECHANICAL ENGINEER'S DRAWINGS
GAS METER
CONCRETE SUPPLY AIR PENTHOUSE - SEE
MECHANICAL ENGINER'S DRAWINGS
CUT OUTS IN PLANTER WALL FOR STREET
TREES (SEE LANDSCAPE DRAWINGS)
C.I. RW LEADERS IN WALLS
PREFINISHED METAL ROOFING
CONCRETE EXHAUST PENTHOUSE - SEE
MECHANICAL ENGINEER'S DRAWINGS
NOTE (WEST WOODFRAME BUILDING)
1. BRICK LEDGER ANGLES TO BE PLACS AT RIM JOISTS AND AT WINDOW HAD HEIGHTS (SEE DETAIL D-6C)
2. SOLDIER COURSES AT WINDOW HEADS TO BE 3 BRICK COURSES LONG
3. PROVIDE 36 BRICK COURSES BETWEEN LEDGERS
4. BRICK COURSES TO ALIGN WITH FINISHED FLOOR LEVELS EXCEPT AT GROUND FLOOR (SEE DETAIL D-1)
ENSURE C.I. RWL'S DO NOT CONFLICT WITH EXHAUST VENTS
EXHAUST VENTS TO CONTINUE
TO FACE OF BUILDING AT ENCLOSED
BALCONIES - SEE MAIN FLOOR PLANS

21. G.W.B.
METAL FURRING (OPTIONAL)
CONCRETE BLOCK
AIR/VAPOUR BARRIER
SEMI-RIGID INSULATION
AIR SPACE
BRICK
BREAKER BLOCK
BRICK MOVEMENT JOINT
BRICK MOVEMENT JOINT
1A
PLAN DETAIL @ EXTERIOR AND INTERIOR CORNERS
SCALE: 1 1/2"= 1'-0"
1B
6.61
INSULATION
RETAINER
TIE-16" MAX
OR ADD ADDITIONAL
TIE
RIGID OR SEMI-RIGID
INSULATION
AIR SPACE
UNOBSTRUCTED WEEP
HOLE 24"O.C.
2
SECTION DETAIL @ FLOOR SLAB AT GRADE
SCALE: 3"= 1'-0"
PREFINISHED STEEL
FLASHING WITH
DRIP EDGE
BRICK
MORTAR DROPPING
CONTROL
6"MIN
CONTINOUS SEALANT
BEADS BELOW
STEEL FLASHING
GRADE
VERTICAL
REINFORCING
IF REQUIRED
G.W.B.
CONCRETE CLOCK
HORIZONTAL
REINFORCING
AS REQUIRED
METAL FURRING
(OPTIONAL)
AIR/VAPOUR
MEMBRANE-OVERLAP
FLASHING 6" MIN.
SEMI-RIGID GLASS
FIBRE INSULATION
AND FIRESTOPPING
STEEL WELD PLATE
SEALANT WITH
BACKER ROD
FLEXIBLE MEMBRANE FLASHING
COMPATIBLE WITH AIR/VAPOUR
BARRIER ADHERED TO PRIMED
SUBSTRATE AND OVER STEEL
FLASHING ALUM FOR DRIP
EDGE IF OPTIONAL STEEL
FLASHING DRIP NOT PROMED
STEEL CHANNEL CLIPS
MASONRY TIE
BRICK VENEER
AIR SPACE
RIGID OR SEMI-RIGID
INSULATION
AIR/VAPOUR BARRIER
MEMBRANE SHEET
CONCRETE BLOCK
METAL FURRING
G.W.B
COMPRESSIBLE BACKER ROD
AND LOW MODULAR SEALANT
LAP AIR/VAPOUR BARRIER
150mm (6") MIN.
STEEL CHANNEL CLIPS
MORTAR DROPPING
CONTROL
CONTINUOUS BENT STEEL
PLATE OR ANGLE
ANCHCAED TO SLAB
STEEL FLASHING/ DRIP HOLE
SET ON TWO BE ADD OF SEALANT
VERTICAL REINFORCING
IF REQUIRED
AIR VAPOUR BARRIER
MEMBRANE
WEEP HOLE @ 600mm
(24") O.C.
3
SECTION DETAIL @ UPPER FLOOR SLAB
SCALE: 3"= 1'-0"
VERTICAL REINFORCING
REQUIRED
PREMOULDED EXPANSION
JOINT FILLER
MINERAL FIBRE BATT
INSULATION
TROUT
HORIZONTAL
REINFORCING
DISCONTINUOUS
AT JOINT
CONCRETE
BLOCK BOTH
SIDES OF JOINTS
COMPRESSIBLE BACKER
ROD AND SEALANT
1B
PLAN DETAIL @ STRUCTURAL EXPANSION JOINT
SCALE: 3"= 1'-0"
SAME AS PLAN
DETAIL@EXTERIOR
AND INTERIOR
CORNERS
5
SECTION DETAIL @ROOF PARAPET
SCALE: 3"= 1'-0"
100mm (4")
DIMENSIONBY
STRUCT.ENGINEER
SEALANT AND BACKER ROD
SEMI-RIGID GLASS FIBRE INSULATION
STEEL CHANNEL CLIPS (SIZE AND
SPACING BY STRUCT. ENGINEER)
GYPSUM WALL BOARD
METAL FURRING
VERTICAL REINFORCING IF
REQUIRED
VAPOUR BARRIER
MEMBRANE BASE
FLASHING
CANT
BUILT-UP ROOFING
TREATED PLYWOOD ON
TREATED TUMBER FRAMING,
SECURED TO BACKUP WALL
METAL COUNTER FLASHING
(REQUIRED ONLY FOR MEMBRANES
REQUIRING UV PROTECTION)
CLEATS (0.66mm (24ga)) IN THE
MIDDLE HALF LENGTH OF THE
FLASHING
TOPOFPARAPETWALLTOBE
300mm(12")MIN.ABOVEMEMBRANE
10
1METAL CAP FLASHING
2-PLY, BUILT-UP BITUMINOUS MEMBRANE
UNDER METAL CAP FLASHING
CLEATS (0.66mm (24ga))
MECHANICALLY FASTENED WITH
STANDARD LARGE-HEADED
ROOFING NAILS AT 300mm (12") O.C.
TREATED TIMBER FRAMING
BOLTED TO BLOCK WALL
25mm (1") MIN.
TYPICAL
AIR/VAPOUR BARRIER OVER TOP
OF PARAPET AND SEALED TO
ROOF AIR BARRIER
FILL CONCRETE BLOCK CORE
SOLID WITH GROUT
INSULATION RETAINER
TIE
RIGID OR SEMI- RIGID INSUALTION
STEEL WELD PLATE
NOTE: SHELF ANGLE MAY BE
REQUIRED FOR HIGHER PARAPET.
REFER TO 4.3.
AIR/VAPOUR BARRIER
MEMBRANE LOOSELY LAID OVER
CHANNEL AND MOVEMENT JOINT
AIR SPACE
AIR/VAPOUR BARRIER MEMBRANE (SHEET)
UNBONDED LENGTH OF AIR BARRIER
MEMBRANE TO ALLOW FOR DEFLECTION.
REFER TO 4.3.
BRICK
ASCT PROGRAM:
ARCHITECTURAL
OPTION
PROJECT:
COURSE:
INSTRUCTOR:
DRAWN BY:
DATE:
SCALE:
APPROVED BY:
NAME:
SHEET NO.:
CONCRETE
CONSTR. DETAILS
A6.61
AS NOTED
SAM & JENNIFER
ASCT 1270
EAMONN BOURKE
SS & JY
16 MAY 2016

22. 1A
3D ISOMETRIC @CONCRETE BLOCK TYPES
SCALE: 1"= 1'-0"
BEAM OR LINTEL
CORNERSTRETCHER
BEAM OR LINTEL
SOLID TOPSASH
190 mm (7 5/8")
190mm(7 5/8") 390mm(1'-3 5/8")
190 mm (7 5/8")
190mm(7 5/8")
190 mm (7 5/8")
190mm(7 5/8")
EQ.
190 mm (7 5/8")
190mm(7 5/8")
390mm(1'-3 5/8")
390mm(1'-3 5/8")
390mm(1'-3 5/8")
340mm(1'-1 5/8")
390mm(1'-3 5/8")
EQ.
7 5/8"
190mm(75/8")
190 mm (7 5/8")
190mm(7 5/8")
190mm(7 5/8")
1B
3D ISOMETRIC EXTERIOR CONCRETE BLOCK WALL W/ WOOD FRAME
SCALE: 1"= 1'-0"
COVE
PARGING
FOOTING
DAMPPROOFING
BLOCKING FOR WINDOW FRAME
SILL
CONCRETE BLOCK
SOLID CAP
PILASTER FOR SUPPORT OF BEAMS
3
SECTION DETAIL @WINDOW JAMB
SCALE: 3"= 1'-0"
GYPSUM WALL BOARD
CONCRETE BLOCK
METAL FURRING VERTICAL
REINFORCING
IF REQUIRED
GROUT
BRICK
TIEAIR SPACE
RIGID OR SEMI-RIGID
INSULATION
AIR BARRIER
TREATED WOOD
BLOCKING FOR FRAME
ATTACHMENT IF
REQUIRED
PRE-MANUFACTURED
WINDOW ASSEMBLY
SEALANT AND
COMPRESSIBLE FOAM
BACKER ROD ALL
AROUND THE FRAME
SINGLE- COMPONENT
POLYURETHANE FOAM
INSULATING AIR SEAL ALL
AROUND THE FRAME
SEALANT BEAD ALL AROUND
PRESSURE- TREATED WOOD BLOCKING,
IF REQUIRED TO SUPPORT WINDOW
PRE-MANUFACTURED ALUMINUM-FRAME
WINDOW ASSEMBLY: THERMAL BREAK TO LINE UP
WITH INSULATION
PREFABRICATED ALUMINUM SILL EXTENSION,
WITH RAIN DEFLECTOR AT THE ENDS, COATED AT
THE UNDERSIDE
WITH BITUMINOUS PAINT TO PREVENT REACTION
WITH MORTAR. REFER TO 4.2F FOR DETAIL OF RAIN
DEFLECTOR AND FASTENING CLIP
RUBBERIZED ASPHALT SHEET OVER
BRICK ACROSS JOINT BETWEEN
BRICK AND ALUMINUM: EXTEND
150MM (6") EACH SIDE OF JOINT
SINGLE COMPONENT
POLYURETHANE FOAM
INSULATING AIR SEAL
ALL AROUND THE FRAME
SEALANT & COMPRESSIBLE
FOAM BACKER ROD ALL
AROUND THE FRAME
FILL CONCRETE BLOCK
CORE SOLID WITH
GROUT
GYPSUM WALLBOARD
CONCRETE BLOCK
VERTICAL REINFORCING
IF REQUIRED
HORIZONTAL REINFORCING
AS REQUIRED
METAL FURRING
(OPTIONAL)
TIE
INSULATION RETAINER
AIR SPACE
BRICK
AIR/VAPOUR BARRIER
MEMBRANE (SHEET)
RIGID OR SEMI-RIGID INSULATION
4
METAL WINDOW SILL/EXTRUDED ALUMINUM
SCALE: 3"= 1'-0"
AIR/VAPOUR BARRIER
MEMBRANE (SHEET)
AIR SPACE
BRICK
RIGID OR SEMI-RIGID
INSULATION
FLEXIBLE MEMBRANE
FLASHING COMPATIBLE WITH
AIR/VAPOUR BARRIER,
ADHERED TO PRIMED
SUBSTRATE AND OVER STEEL
FLASHING (IF USED); ALLOW
FOR DRIP EDGE IF OPTIONAL
STEEL FLASHING C/W DRIP
NOT PROVIDED
MORTAR DROPPING DEVICE
UPTURNED MEMBRANE
BEYOND JAMB TO FORM
END DAM
WEEP HOLES @600MM (24") O.C.
PREFINISHED
STEEL FLASHING WITH DRIP
EDGE (OPTIONAL)
CONTINUOUS SEALANT
BEADS BELOW STEEL
FLASHING
STEEL-ANGLE LINTEL
VERTICAL
REINFORCING
IF REQUIRED
GYPSUM
WALLBOARD
CONCRETE BLOCK
GROUT
LINTEL
REINFORCING
AS REQUIRED
METAL FURRING
(OPTIONAL)
SEALANT AND
COMPRESSIBLE
FOAM BACKER ROD
ALL AROUND THE
FRAME
SINGLE-COMPONENT
POLYURETHANE
FOAM INSULATING
AIR SEAL ALL
ROUND THE FRAME
PRE-MANUFACTURED
WINDOW ASSEMBLY
2
WINDOW HEAD
SCALE: 3"= 1'-0"
ASCT PROGRAM:
ARCHITECTURAL
OPTION
PROJECT:
COURSE:
INSTRUCTOR:
DRAWN BY:
DATE:
SCALE:
APPROVED BY:
NAME:
SHEET NO.:
CONCRETE
CONSTR. DETAILS
A6.62
AS NOTED
JAY & JENNIFER
ASCT 1270
EAMONN BOURKE
JC & JY
16 MAY 2016

25. 1B
3D ISOMETRIC @ COLUMN TO BEAM MOMENT RESISTING CONNECTION
SCALE: 1 1/2"=1'-0"
COLUMN-W24X76
COLUMN
WEB CUT AWAY AT JOINT WITH
COLUMN TO ALLOW CONTINUOUS
WELD AT UNDERSIDE OF TOP FLANGE
BEAM
STIFFENERS WELDED AT
COLUMN AT POINTS OPPOSITE
BEAM FLANGES
STEEL ANGLE WELDED TO
COLUMN TO ACT AS
ERECTION SEAT FOR BEAM
AND WELDED TO BEAM IN
FIELD
1C
ISOMETRIC DETAIL @ COLUMN BASE PLATE
SCALE: 1 1/2"=1'-0"
BASE PLATE
ANCHOR BOLTS SET INTO
CONCRETE FOUNDATION
(2 MIN. PER PLATE)
WELD ALL AROUND
STEEL COLUMN
STEEL ANGLE SHOP WELDED
OR BOLTED IN PLACE (WITH
ANCHOR BOLT) FOR
HIGH-RISE CONSTRUCTION
(MORE THAN 10 STORIES)
24"LONG
1A
3D ISOMETRIC @MOMENT RESISTING STEEL FRAME
SCALE: 3/16"=1'-0"
1C
6.71
1B
6.71
MOMENT RESISTING
CONNECTION (TYP.)
STEEL WIDE-
FLANGE BEAM
STEEL WIDE-
FLANGE
COLUMN
OWSJ 24K8
OWSJ 24K8
OWSJ 24K8
OWSJ 24K8
OWSJ 24K8
OWSJ 24K8
OWSJ 24K8
OWSJ 24K8
OWSJ 24K8
OWSJ 24K8
OWSJ 24K8
OWSJ 24K8
OWSJ 24K8
OWSJ 24K8
OWSJ 24K8
OWSJ 24K8
OWSJ 24K8
OWSJ 24K8
OWSJ 24K8
OWSJ 24K8
OWSJ 24K8
OWSJ 24K8
OWSJ 24K8
OWSJ 24K8 OWSJ 24K8
OWSJ 24K8
OWSJ 24K8
OWSJ 24K8
OWSJ 24K8
OWSJ 24K8
OWSJ 24K8
OWSJ 24K8
OWSJ 24K8
OWSJ 24K8
OWSJ 24K8
OWSJ 24K8
W12X14 W12X14 W12X14
W12X14 W12X14 W12X14
W18X35W18X35
W24X55W24X55
W24X55W24X55
W18X35W18X35
26'-11" 27'-6" 26'-11"
81'-4"
EL.-2' - 0"
PAD FOOTING 57"X57"X12"
EL.-2' - 0"
PAD FOOTING 66"X66"X14"
EL.-2' - 0"
PAD FOOTING 66"X66"X14"
EL.-2' - 0"
PAD FOOTING 57"X57"X12"
EL.-2' - 0"
PAD FOOTING 57"X57"X12"
EL.-2' - 0"
PAD FOOTING 57"X57"X12"
EL.-2' - 0"
PAD FOOTING 66"X66"X14"
EL.-2' - 0"
PAD FOOTING 81"X81"X14"
EL.-2' - 0"
PAD FOOTING 66"X66"X14"
EL.-2' - 0"
PAD FOOTING 81"X81"X14"
EL.-1' - 0"
PAD FOOTING 57"X57"X12"
EL.-2' - 0"
PAD FOOTING 57"X57"X12"
HSS7X7X5/16
HSS7X7X5/16
HSS7X7X1/2 HSS7X7X1/2 HSS7X7X5/16
HSS10X10X5/16 HSS10X10X5/16 HSS7X7X5/16
HSS7X7X5/16
HSS7X7X5/16
HSS7X7X1/2 HSS7X7X1/2
C.4 C.3 C.2 C.1
C.4 C.2 C.1
C.C
C.B
C.AC.A
C.B
C.C
3A
STEELSTRUCTURE ROOF PLAN
SCALE: 1/8"=1'-0"
24'-4"24'-4"
48'-8"
3B
3D ISOMETRIC OF STEELSTRUCTURE
SCALE: 1/8"=1'-0"
HSS7X7X5/16
HSS7X7X1/2
HSS7X7X1/2
PAD FOOTING - 57" X 57" 12"
EL. -2'-0"
PAD FOOTING - 66" X 66" 14"
EL. -2'-0"
PAD FOOTING -
57" X 57" X 12"
EL. -2'-0"
PAD FOOTING-
57" X 57" X 12"
EL. -2'0"
W18X35
W18X35
HSS4X4X1/8
HSS4X4X1/8
OWSJ 24K8
W12X14
W12X14
W12X14
ASCT PROGRAM:
ARCHITECTURAL
OPTION
PROJECT:
COURSE:
INSTRUCTOR:
DRAWN BY:
DATE:
SCALE:
APPROVED BY:
NAME:
SHEET NO.:
STEEL CONSTR.
DETAILS
A6.71
AS NOTED
JENNIFER YEE
ASCT 1270
EAMONN BOURKE
JY
6 JUNE 2016
2
STEEL FRAMING
SCALE: NTS
DIFFERENT FROM DETAILS: STEEL STUDS FRAMED IN PLACE
SIMILAR TO DETAILS: BEAMS ARE CONNECTED TO COLUMN (WELD OR BOLTS)
WIDE FLANGE BEAMS USED INSTEAD OF OWSJ TO FRAME ROOF
COLUMNS EXTEND ABOVE WIDE FLANGE BEAM

26. 1A
TYPICAL SISMIC FOUNDATION CONNECTION
SCALE: 1 1/2"=1'-0"
WASHER
COLUMN
STIFFENER PLATE
HOLES FOR ANCHOR
BOLTS MADE OVERSIZE
TO FACILITATE ER]ECTIONANCHOR BOLT (DEPTH AS
NECESSARY, 2 PER
COLUMN) SET INTO
CONCRETE FOUNDATION
WELD
BASE PLATE
5A
3D ISOMETRIC @ RIGID FRAME
SCALE: 1/8"=1'-0"
SIDE WALL GIRT
ROD BRACING
BEARING FRAME RAFTER
END WALL COLUMN
PEAK SPLICE
RIGID FRAME RAFTER
PURLINS
EAVE STRUT
2B
6.72
2C
6.72
SECONDARY STEEL BEAM
CONCRETE FILL
1C
3D ISOMETRIC @ NON-COMPOSITE FLOOR
SCALE: 3/4"=1'-0"
STEEL DECK WELDED
TO BAR JOIST
STEEL BAR JOIST
(SPAN 15' TO 20' TYP.)
BEARING PLATE
1B
3D ISOMETRIC @ COMPOSITE FLOOR AND BEAM SYSTEM
SCALE: 3/4"=1'-0"
CONCRETE SLAB
WELDED WIRE FABRIC
STEEL BEAM WITH FIREPROOFING
(SPAN 20' TYP.)
STEEL STUDS WELDED
TO STEEL BEAM
STEEL DECK WELDED
TO STEEL BEAM
(SPAN 6' TO 8' TYP.)
EMBOSSMENTS ON STEEL
DECK PROVIDE KEYING
EFFECT TO CONCRETE SLAB
5B
3D ISOMETRIC @ RIDGE
SCALE: 3/4"=1'-0"
RAFTER
5C
3D ISOMETRIC @ RAFTER TO COLUMN
SCALE: 3/4"=1'-0"
FLANGE BRACE
ROD BRACE
SIMPLE PURLIN LAP
EAVE STRUT
SIMPLE SPAN GIRT
CONTINUOUS
SPAN GIRT LAP
ANCHOR BOLTFOUNDATION
COLUMN
HIGH STRENGTH BOLTS
ASCT PROGRAM:
ARCHITECTURAL
OPTION
PROJECT:
COURSE:
INSTRUCTOR:
DRAWN BY:
DATE:
SCALE:
APPROVED BY:
NAME:
SHEET NO.:
STEEL CONSTR.
DETAILS
A6.72
AS NOTED
JENNIFER YEE
ASCT 1270
EAMONN BOURKE
JY
6 JUNE 2016
ROD BRACE
PEAK PURLIN TIES (2 PER
BAY AT THIRD POINTS FOR
SRHI 60' THROUGH 120'
WIDE)
4'-0" TO
5'-0" O.C.
2
IMAGE 1
SCALE: NTS
COLUMN HAS MULTIPLE
BEAM CONNECTIONS,
UNLIKE DETAILS,
BEAMS ARE SUPPORTED BY
METALS ANGLES BELOW
THERE ARE NO STIFFENERS
WELDED TO COLUMN
3
IMAGE 2
SCALE: NTS
4
IMAGE 3
SCALE: NTS
DIFFERENT TYPE OF COLUMN
IS USED, THESE COLUMNS
HAVE METAL WEBBING
CROSS BRACING PIECES ARE
DIFFERENT FROM DETAILS
BEAMS ARE STACKED ON
TOP OF EACH OTHER,
DIFFERENT FROM DETAILS
COLUMN TO FOUNDATION IS
DIFFERENT FROM DETAILS
BEAM ORIENTATION IS
DIFFERENT BECAUSE
OF THE SHAPE OF
THE BUILDING
DIAGONAL BRACING IS
ON THE INSIDE OF THE
BUILDING
PIECES OF THE STEEL
ROOF ARE DIFFERENT TO
ACCOMMODATE THE
CURVE OF THE ROOF