bzt exec centre project
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1'-4
5/8
"
EW100-1 -4" YELLOW RECLAIMED MASONRYVENEER BRICK-1" AIR SPACE-5" SPRAY FOAM INSULATION-1/2" EXTERIOR GRADE SHEATHING-6" METAL STUDS @ 1' 4" O/C-INTERIOR FINISH AS PER SCHEDULE
1'-4
5/8
"
EW101-1 -3 5/8" STONE VENEER-1" AIR SPACE-5" SPRAY FOAM INSULATION-1/2" EXTERIOR GRADE SHEATHING-6" METAL STUDS @ 1' 4" O/C-INTERIOR FINISH AS PER SCHEDULE
1'-1
3/4
"
EW102-1 -11/4" ALUMINUM COMPOSITE PANEL-1" AIR SPACE-6" HORIZ. GALV. STEEL ADJUSTABLE Z-GIRTS @ 2'-0" O/C-5" SPRAY FOAM INSULATION-1/2" EXTERIOR GRADE SHEATHING-6" METAL STUDS @ 1' 4" O/C-INTERIOR FINISH AS PER SCHEDULE
EW103 -11/4" ALUMINUM COMPOSITE PANEL-1" AIR SPACE-6" HORIZ. GALV. STEEL ADJUSTABLEZ-GIRTS@ 2'-0" O/C-5" SPRAY FOAM INSULATION-1/2" EXTERIOR GRADE SHEATHING-6" METAL STUDS @ 1' 4"" O/C-1/2" EXTERIOR GRADE PLYWOOD-1 1/2" RIGID INSULATION-EPDM MEMBRANE
1'-3
3/4
"
EW104 -11/4" STANDING LOCK SEEM COPPER-1" AIR SPACE-6" HORIZ. GALV. STEEL ADJUSTABLE Z-GIRTS @ 2'-0" O/C-5" SPRAY FOAM INSULATION-1/2" EXTERIOR GRADE SHEATHING-6" METAL STUDS @ 16" O/C-INTERIOR FINISH AS PER SCHEDULE
1'-1
3/4
"
FW200-3/4" DRAINAGE LAYER-DAMPPROOFING LAYER-1' 4" C.I.P. CONCRETE FOUNDATION
FW201-3/4" DRAINAGE LAYER-DAMPPROOFING LAYER-1' 4" C.I.P. CONCRETE FOUNDATION-1/4" AIR SPACE-3 5/8" METAL STUDS @ 1' 4" O/C-R22 SPRAY FOAM INSULATION-1/2" GYPSUM WALL BOARD
FW202-3/4" DRAINAGE LAYER-DAMPPROOFING LAYER-2' 0" EXISTING CONCRETE FOUNDATION-BACK UP WALL AS PER DRAWINGS
1'-4
3/4
"
1'-9
1/8
"
2'-0
3/4
"
P100-8" CONCRETE BLOCK
P101-4" CONCRETE BLOCK
P102-6" LT. WT. CONCRETE BLOCK-6" AIR CAVITY-6" LT. WT. CONCRETE BLOCK
P103-1/2" GYPSUM BOARD-6" STEEL STUDS-1/2" GYPSUM BOARD
P105-3 5/8" STEEL STUDS @ 1' 4" O/C-INTERIOR FINISH TO SUIT
8"
3 5
/8"
1'-5
1/4
"
7"
P104-1/2" GYPSUM BOARD-3 5/8" STEEL STUDS-1/2" GYPSUM BOARD
4 5
/8"
3 5
/8"
1/2
"6" 1/2
"5" 1
"3
5/8
"
1/2
"6" 1/2
"5" 1
"
3 5
/8"
6" 1/2
"5" 1
"1 1
/4"
1 1
/2"1
/2"6" 1/2
"5"1
"
1 1
/4"
6" 1
/2"5" 1
"1
1/4
"
1'-4
"3
/4"
1/2
"3 5
/8"
1/4
"1
'-4
"3
/4"
2'-0
"3
/4"
5 5
/8"6
" 5 5
/8"
1/2
"6" 1
/2"
1/2
"3 5
/8" 1
/2"
1'-4
3/4
"
1/2
"6
"
1/2
"
5"1
"3
3/4
"
EW100-2 -4" RED RECLAIMED MASONRY VENEER BRICK-1" AIR SPACE-5" SPRAY FOAM INSULATION-1/2" EXTERIOR GRADE SHEATHING-6" METAL STUDS @ 1' 4" O/C-INTERIOR FINISH AS PER SCHEDULE
EW101-2 -3 5/8" STONE VENEER-7" AIR SPACE REFER TO DRAWINGS-5" SPRAY FOAM INSULATION-1/2" EXTERIOR GRADE SHEATHING-6" METAL STUDS @ 1' 4" O/C-INTERIOR FINISH AS PER SCHEDULE
1/2
"6
"
1/2
"
5"
7"
3 5
/8"
1'-1
0 5
/8"
EW102-2 -11/4" ALUMINUM COMPOSITE PANEL-7" AIR SPACE-6" VERT. GALV. STEEL ADJUSTABLE Z-GIRTS @ 2'-0" O/C-6" HORIZ. GALV. STEEL ADJUSTABLE Z-GIRTS @ 2'-0" O/C-5" SPRAY FOAM INSULATION-1/2" EXTERIOR GRADE SHEATHING-6" METAL STUDS @ 1' 4" O/C-INTERIOR FINISH AS PER SCHEDULE
EW102-3 -11/4" ALUMINUM COMPOSITE PANEL-1" AIR SPACE-1" HORIZ. GALV. STEEL Z-GIRTS @ 2'-0" O/C-5" SPRAY FOAM INSULATION-1/2" EXTERIOR GRADE SHEATHING-6" METAL STUDS @ 1' 4" O/C-INTERIOR FINISH AS PER SCHEDULE
1/2
"6
"1
/2"
5"
7"
1 1
/4"
1'-8
1/4
"
1/2
"6
"
1/2
"1
"1
1/4
"
9 1
/4"
2'-2
1/1
6"
1/2
"3 5
/8"1
/4" 1'-9
"3
/4"
FW201-3/4" DRAINAGE LAYER-DAMPPROOFING LAYER-1' 9" C.I.P. CONCRETE FOUNDATION-1/4" AIR SPACE-3 5/8" METAL STUDS @ 1' 4" O/C-R22 SPRAY FOAM INSULATION-1/2" GYPSUM WALL BOARD
FW203-3/4" DRAINAGE LAYER-DAMPPROOFING LAYER-10" C.I.P. CONC. DOWELED TO EXISTINGFOUNDATION
10
3/4
"
10
"3
/4"
RF101-EPDM MEMBRAIN WHITE-2" RIGID INSULATION, SLOPED-3 1/2" RIGID INSULATION-1 1/2" COMPOSITE METAL DECK
1 1
/2"3
1/2
"2
1/4
"
7 1
/4"
RF102-1-4 1/2"GREEN ROOF REFER TOSHOP DRAWINGS-EPDM MEMBRAIN WHITE-2" RIGID INSULATION, SLOPED-3 1/2" RIGID INSULATION-1 1/2" COMPOSITE METAL DECK
1 1
/2"
3 1
/2"
2"
4 1
/2"
10
"
RF102-2-4 1/2"GREEN ROOF REFER TOSHOP DRAWINGS-EPDM MEMBRAIN WHITE-2" RIGID INSULATION, SLOPED-3 1/2" RIGID INSULATION-EXISTING CONC. SLAB
9 7
/8"
3 3
/8"2
" 4 1
/2"
1 1
/2"
3 1
/2"
2"
2"
2"
11
"
RF103-1-2" PRE CAST PAVERS-2" PAVER UPSTANDS @ ALLCORNERS AND CENTEROF PAVERS-EPDM MEMBRAIN WHITE-2" RIGID INSULATION, SLOPED-3 1/2" RIGID INSULATION-1 1/2" COMPOSITE METAL DECK
9 1
/2"
3 1
/2"
2"
2"
2"
RF103-2-2" PRE CAST PAVERS-2" PAVER UPSTANDS @ ALLCORNERS AND CENTEROF PAVERS-EPDM MEMBRAIN WHITE-2" RIGID INSULATION, SLOPED-3 1/2" RIGID INSULATION-EXISITING CONC. SLAB
FL100-4" EXISIT. C.I.P. CONC.-4" EXIST. COMPACTED GRAN. FILL
4"
4"
8"
FL101-4" C.I.P. CONC. C/W WWM-6" COMPACTED GRAN. FILL-2" COMPACTED GRAN. FILL
2"
6"
4"
1'-0
"
FL102-4" C.I.P. CONC. INFILL-5" EXISTING STRUC. SLAB
5"
4"
9"
FL103-4" C.I.P. CONC.-3" COMPOSITE STEEL DECKW/ 1 1/2" CONC. TOPING-STEEL STRUCTURE
FL104-2" C.I.P. CONC. TOPPING-8" HALLOW CORE SLAB
1 1
/2"
1 1
/2"
5"
8"
8"
2"
10
"
DRAWINGFILE
CHECKED DATE
DRAWING TITLE
REVISION
PROJECT TITLE
DRAWN
key plan
DATENO. REVISION BY
REVISIONS
seal
School of Building TechnologyARCHITECTURAL
TECHNOLOGY
PROJECT TITLE
CLIENT:
Item Ontario Building Code Data Matrix Parts 3 and 9
1
OBC Reference
Project Description: Part 11New
Addition
AlterationChange of Use
Part 3 Part 9
2.1.1
9.10.1.3
2 Major Occupancy(s): D + E 9.10.23.1.2.1.(1)
3
4
5
6
7
Building Area (m2):
Gross Area:
Number of Storeys:
Height of Building: 14.9 m
Number of Streets/Access Route(s): 2
Existing: 634 SQ M New: 294 SQ M Total: 932 SQ M 1.1.3.2 1.1.3.2
1.1.3.2 1.1.3.2Existing: 1902 SQ M New: 1116 SQ M Total: 3018 SQ M
Above Grade: 3 Below Grade: 1 3.2.1.1& 1.1.3.2 2.1.1.3
2.1.1.3
3.2.2.10& 3.2.5.5
Building Classification: Group E
Sprinkler System Proposed:
8
9
3.2.2.20 - 83 9.10.4
Entire Building
In Lieu of Roof Rating
Basement Only
Not Required
3.2.2.20 - 83 9.10.4
3.2.1.5
3.2.2.17
10 Standpipe Required: NoYes
11 Fire Alarm Required: NoYes
12 Water Service / Adequate Supply: NoYes
13 High Building: NoYes
14 Permitted Construction: Non-combustibleCombustible
Actual Construction: Non-combustibleCombustible
3.2.9
3.2.4
3.2.6
3.2.2.20 - 83
9.10.7.2
9.10.6
16 Occupant Load Based On: Design of Buildingm2 / person
Basement:
1st Floor:
2nd Floor:
3rd Floor:
4th Floor:
Occupancy: E
Occupancy: n/a
Occupancy: D
Occupancy: D
Occupancy: D
Load: __________ Persons
Load: __________ Persons
Load: __________ Persons
Load: __________ Persons
Load: __________ Persons
15 Mezzanine Area (m2):
17 Barrier Free: No (Explain): ________________Yes 3.8
3.2.1.1.(3)-(8)
3.1.1.6
9.10.4.1
9.9.1.3
18 Hazardous Substances: No (Explain): ________________Yes3.3.1.2(1)3.3.1.19.(1)
9.5.2
9.10.1.3
19 Horizontal Assemblies
(FRR - Hours)
Listed Design No. or Description
(SG-2)
Floor(s): ________1________ Hours
Roof: ____________________ Hours
Mezzanine(s): ______n/a____ Hours
FRR Supporting Member(s) Listed Design No. or Description
(SG-2)
Floor(s): ________1________ Hours
Roof: __________n/a_______ Hours
Mezzanine(s): ______n/a____ Hours
RequiredFire
ResistanceRating(FRR)
3.2.2.20 - 83
3.2.1.4
9.10.8
9.10.9
20 Spatial Separation - Construction of Exterior Walls:
North:
South:
East:
West:
Wall: Areaof EBF:(m2)
L.D.:(m)
L/H:orH/L
Permitted Max.% of Openings
Proposed Max.% of Openings
FRR(Hours)
Listed Designor
Description
Comb.Const.
Comb.Const.Nonc.Cladding
Non Comb.Const.
3.2.3 9.10.14
SITE ZONING CHART
200
80
90
30
By-law: London Ontario
SITE AREA
ZONING
SITE COVERAGE
GI-2EXISTING ZONING:
SITE ADRESS: 1156 DUNDAS STREET LONDON ONTARIO
IMPERIAL METRIC
72,274 SQ FT 6,715 SQ m
MAX: 30%
PROPOSED ZONING: NSA-1
EXISTING: 9% NEW: 47%
SET BACKS
FRONT YARD
REAR YARD
INTERIOR SIDE YARD
ABUTING RESIDENITAL
0 FT 0 m
0 FT 0 m
0 FT 0 m
10 FT 3 m
LANDSCAPING REQ: 15% [1007 SQ m] PROPOSED: 35.9% [2416 SQ m]
PARKING CALCULATION
RETAIL
OFFICE SPACES
OFFICE MEDICAL
734 sq m /20 sq m = 36.7 use 37 spaces
1496 sq m /40 sq m = 37.4 use 38 spaces
223 sq m /15 sq m = 14.8 use 15 spaces
TOTAL REQ=90 SPACES
TOTAL PROVIDED=120 SPACES
07/13/20151 WALL SECTIONS SUB. BT
07/27/20152 Detail SUB. BT
08/05/20153 Floor Plan & Elevations (90%)SUB. BT
08/14/20154 Final Submission BT
Drawing List:
A5.2 Construction Details
A5.1 Construction Details
A4.2 Wall Sections
A4.1 Wall Sections
A3.2 Elevations
A3.1 Elevations
A2.5 Floor Plan L400
A2.4 Floor Plan L300
A2.3 Floor Plan L200
A2.2 Floor Plan L100
A2.1 Floor Plan L000
A0.0 Cover & Typical Details
A6.1 Enlarged Plans
A7.1 Schedules
Si 1.1 Architectural Site Plan
Si 1.2 Engineering Site Plan
A0.0
Cover Sheet
BZT 08/14/15
THE CENTURYEXECUTIVE CENTRE
Branden T.
S-15
450 McCormick Blvd.London Ontario
Owner
1/2" = 1'-0"Wall Assembilies
Owner:
Centurion Developments
137 Dundas StreetLondon, Ontario CA
Architect:
Joes Architectural
1001 Fanshawe College Blv,London, Ontario CA
Sturcutal Consultant:
Holden-Peeples-LevelleConsulting Engineers1001 Fanshawe College Blv,London, Ontario CA
Civil Consultant:
Strom-Flood-KalkanConsulting Engineers1001 Fanshawe College Blv,London, Ontario CA
Building Services:
Ares and VoltzConsulting Engineers1001 Fanshawe College Blv,London, Ontario CA
General Contractor:
Bilden-Strong-TingzConstruction1764 Oxford Street East,London, Ontario CA
1/2" = 1'-0"Roof and Floor Assembilies
UP
UP
UP
DN
A3.1
1
A3.2
A3.2
1
2
eA eC eD eE
e2
eB
Dy
984 SF
KATE-CHINGCLOTHING
009
400 SF
MECH.
006
75 SF
COM.
008
94 SF
MACHINE
007
285 SF
STAIR
103
1112 SF
HIM TORTANS
010
219 SF
WR
002
232 SF
WR
003
930 SF
RAN$OMCLOTHIER
011
662 SF
RTN FRUITSMEDIA
014
962 SF
LEASABLE
015
494 SF
LEASEABLE
013
56 SF
U.WR
00441 SF
CH
005
79 SF
ELEVATOR
102
955 SF
CORRIDOR
001
210 SF
STAIR
016
eFa
3
A4.2
2
A4.1
1
A4.2
2
A4.2
eF
e1
e3
e4
e3.1
1
2
3
13'-10" 24'-0" 26'-4"
24'-0" 25'-0" 11'-2"
7'-9
"1
7'-3
"2
2'-0
"2
1'-0
"
12'-8"
25
'-1
1 7
/16
"7
0'-1
1 1
/2"
3'-4" 11'-1 1/4" 2'-3" 21'-9" 2'-3" 24'-0 3/8" 2'-10 1/2"
2'-8" 21'-9 1/8" 2'-10" 21'-8 7/16" 2'-10" 9'-3 3/8"
61'-0 15/16"
67'-7 1/16"
127'-9 3/16"
2'-5
3/8
"1
9'-6
13
/16
"1
'-1
0"
20
'-2
"1
'-1
0"
17
'-2
11
/16
"7
'-1
0 5
/8"
3'-1
"2
3'-8
3/8
"
11'-3 5/8" 2'-1 1/2" 22'-10" 2'-2 1/2" 22'-11 1/2" 1'-11 1/4" 22'-4" 2'-3 1/8"
12'-6" 87'-11 1/2"
2'-9
3/4
"2
3'-0
1/8
"2
'-2
1/4
"
8'-6
3/4
"2
'-0
1/4
"1
7'-2
1/4
"1
'-1
0"
17
'-3
1/4
"3
'-2
3/8
"
1'-8 3/8"
1'-8 3/8"
1'-8 3/8"
1'-8 3/8"
1'-6
9/1
6"
1'-6
9/1
6"
1'-6
9/1
6"
1'-6
9/1
6"
1'-8 11/16"
10 9/16"
10 3/8" 1'-2 3/8"16'-11 1/8" 2'-0 1/2" 6'-6 1/2" 2'-5" 6'-3" 10'-3" 2'-0 1/2" 6'-6 1/2" 2'-5" 4'-3 1/2" 4'-9" 9'-2 3/8" 5'-6" 2'-6" 5'-0" 8'-9 1/4"
1'-4 3/8"
8 3/8"
25'-2 3/8" 5 1/4"
11'-8 7/8" 1'-11 1/2"
1'-11 1/8"
2'-0 1/2" 6'-6" 2'-5 1/2" 10'-2 1/2" 3'-8 1/2"
2'-0 1/2"
6'-6" 2'-5 1/2" 3'-11" 7'-3 1/2" 11'-0" 7'-4 3/16" 1'-10" 6'-11" 2'-4" 4'-5 7/16"
1'-4 3/8"
6'-3" 2'-11 3/8"
10 1/16" 4'-8" 21'-11" 2'-3 1/16" 6'-6" 6'-3 15/16" 8'-4 3/8" 8'-6"
8'-1
0"
7'-9
1/2
"3
'-2
"6
'-2
11
/16
"1
0'-1
9/1
6"
1'-5
1/4
"1
2'-2
1/4
"8
'-1
13
/16
"6
'-6
7/1
6"
2'-8
1/2
"2
6'-4
5/8
"1
'-0
3/8
"
1'-0
3/8
"7
'-1
3/8
"1
4'-7
1/8
"6
'-0
1/2
"
FW202
FW202
FW202
FW202
FW202
FW201
FW201
S100
S100
S100
S100
P103
P103
P100
P100P103
P100P100
P100
P100
P100
P100
P100
P100
P100
P103
P101
P101
P101
P101
P101
P102
P101
P102
P103
P103
P103
P101
P101
P101
P103
P103P103 P103
P103 P103 P103 P103 P103P103
P103
P103
FW202
FW202
FW202
P101
EW203 EW203
EW203
EW203EW203
FW201-2
FW201-2FW201-2
FW201-2
FW201-2
EW203
EW203
EW203EW203 EW203
P106
P106
P106 P106
008
FW201
FW201
4
A
24'-0" 25'-0" 11'-2"
30
'-8
9/1
6"
19
'-8
1/4
"
3'-2"
N
16
'-7
7/1
6"
44
'-7
9/1
6"
3'-4
"
27'-4"
3'-1
5/1
6"
1'-6
9/1
6"
1'-2
3/4
"
1'-8 11/16"
006
007
006.1
006.2
002
003
004
016.2
103.2
011015
014 013 010
009
005
13 TREADS @ 1'-0"
13'-0"
13
TREAD
S @
1'-0
"
13
'-0
"
FW201-2
DRAWINGFILE
CHECKED DATE
DRAWING TITLE
REVISION
PROJECT TITLE
DRAWN
key plan
DATENO. REVISION BY
REVISIONS
seal
School of Building TechnologyARCHITECTURAL TECHNOLOGY
PROJECT ADRESS
07/13/20151 WALL SECTIONS SUB. BT
07/27/20152 Detail SUB. BT
08/05/20153 Floor Plan & Elevations (90%)SUB. BT
08/14/20154 Final Submission BT
A5.2 Construction Details
A5.1 Construction Details
A4.2 Wall Sections
A4.1 Wall Sections
A3.2 Elevations
A3.1 Elevations
A2.5 Floor Plan L400
A2.4 Floor Plan L300
A2.3 Floor Plan L200
A2.2 Floor Plan L100
A2.1 Floor Plan L000
A0.0 Cover & Typical Details
A6.1 Enlarged Plans
A7.1 Schedules
Si 1.1 Architectural Site Plan
Si 1.2 Engineering Site Plan
A2.1
Floor Plan L000
bzt 08/14/15
THE CENTURYEXECUTIVE CENTRE
Branden T.
S-15
450 McCormick Blvd.London Ontario
3/16" = 1'-0"1
L000 - BASEMENT
BOILER
BOILER
BOILER
2" CONC. UPSTAND
FRR 1HRFRR 1HR
FRR 1HR
FRR 1HR
FRR 1HR
FRR 1HR
FRR 1HR
FRR 1HR
FRR 1HR
FRR 1HR
FRR 1HR
FRR 1HR
UP
UP
UP
UP
UP
A3.2 2
eA eC
eC
eD eE
e2
eB
Dy
79 SF
ELEVATOR
102
301 SF
LOBBY
101
210 SF
STAIR
016
44 SF
VEST.
100
285 SF
STAIR
103
eFa
1
A4.1
3
A4.2
2
A4.1
3
A4.1
1
A4.2
2
A4.2
A5.21
eF
e1
e3
e4
e3.1
1
2
3
4
A
30
'-8
9/1
6"
19
'-8
1/4
"
2'-9 1/2"5"1'-6" 6'-10" 1'-6" 6 7/16"
5'-9 1/8" 18'-7" 3'-0 5/8"
27'-4 3/4"
12
'-1
9/1
6"
5'-4
"3
'-0
"1
0'-0
"
1'-9" 11'-9 1/4" 8'-1 3/4" 4'-8"
3'-0" 3'-3"
13 TREADS @ 1' -0"
13'-0"
9 TREADS @ 1'-0"
9'-0"
9 TREADS @ 1" -0"
9'-0"
N
LEVEL BELOWREFER TO L000 PLAN
24'-0" 25'-0" 11'-2" 13'-10" 24'-0" 26'-4"
3'-4
"7
'-9
"1
7'-3
"2
2'-0
"2
1'-0
"
15'-10" 11'-4"
127'-11 1/4"
67'-8 1/4"
3'-4 7/8"
1'-4 3/4"
8'-0" 1'-7 1/4"
2'-4 1/2"
1'-1" 8'-0" 3'-5 1/2" 8'-0" 1'-1"
2'-4 1/2"
2'-2" 8'-0" 2'-11 1/2" 8'-6" 2'-3 1/4" 3'-0 1/8"
26
'-9
"
3'-5
5/8
"1
'-6
3/8
"8
'-6
"1
'-1
1"
8'-6
"2
'-1
0"
60'-9"
2'-10 1/8" 21'-7 1/4" 3'-0" 21'-6 1/2" 3'-0 1/2" 8'-8 5/8"
1'-2 1/4" 8'-0" 2'-11 1/2" 8'-6" 11 1/2" 1'-2" 8'-0" 2'-11 1/2" 8'-6" 11"
10
0'-8
1/4
"
13
'-7
3/1
6"
60
'-1
0 1
/16
"
2'-1
0 1
/8"
18
'-8
"2
'-8
"1
9'-4
"2
'-8
"1
4'-7
15
/16
"
6 1
5/1
6"
2'-1
"9
'-6
3/1
6"
2'-0
"
130'-6 1/4"
16'-10 3/16" 87'-5 3/8"
10'-2 15/16" 2'-8" 22'-4" 2'-8" 22'-4" 2'-8" 21'-11 1/8" 2'-7 5/16"
1'-0 15/16"
1'-11 1/4" 12'-10" 2'-0 15/16"
2'-1
0 5
/8"
22
'-8
"2
'-8
"1
6'-3
9/1
6"
44
'-6
3/1
6"
97
'-1
1 3
/4"
53
'-5
1/1
6"
3'-2
7/1
6"
8'-5
1/2
"2
'-6
"1
6'-9
"1
'-1
0 1
/4"
4'-4
"8
'-6
"4
'-4
5/1
6"
3'-5
5/8
"
5 7
/8"
1'-0
"
6 1
/16
"
12
'-0
13
/16
"
6 1
/16
"
1'-0
"5
7/8
"
1'-4
7/8
"
20
'-0
"1
3'-0
"6
'-1
1"
1'-0" 5'-4" 5'-4 7/8"
EW101-2 EW100-1 EW101-2 EW100-1
EW101-2 EW100-1
EW100-1
EW101-2
EW100-1 EW101-2 EW100-1 EW101-2 EW100-1
EW101-2
EW100-1
EW101-2
EW101-2
EW101-2
EW100-1
EW101
EW101
EW101EW101EW101EW101EW101
EW101
EW101
EW101-2
EW101
EW101
P100
P100
P103
EW101
EW101-2
S100
S100
S100
S100
P103
ANNUNCIATORPANEL
PFFE
DRAWINGFILE
CHECKED DATE
DRAWING TITLE
REVISION
PROJECT TITLE
DRAWN
key plan
DATENO. REVISION BY
REVISIONS
seal
School of Building TechnologyARCHITECTURAL TECHNOLOGY
PROJECT ADRESS
07/13/20151 WALL SECTIONS SUB. BT
07/27/20152 Detail SUB. BT
08/05/20153 Floor Plan & Elevations (90%)SUB. BT
08/14/20154 Final Submission BT
A5.2 Construction Details
A5.1 Construction Details
A4.2 Wall Sections
A4.1 Wall Sections
A3.2 Elevations
A3.1 Elevations
A2.5 Floor Plan L400
A2.4 Floor Plan L300
A2.3 Floor Plan L200
A2.2 Floor Plan L100
A2.1 Floor Plan L000
A0.0 Cover & Typical Details
A6.1 Enlarged Plans
A7.1 Schedules
Si 1.1 Architectural Site Plan
Si 1.2 Engineering Site Plan
A2.2
Floor Plan L100
BZT 08/14/15
THE CENTURYEXECUTIVE CENTRE
Branden T.
S-15
450 McCormick Blvd.London Ontario
3/16" = 1'-0"1
L100 - ENTRY
FRR 1HR
FRR 1HR
FRR 1HR
FRR 1HR
FRR 1HR
FRR 1HR
UP
UP
UP
UP
A3.1
1
A3.12
A3.2
A3.2
1
2
eA eC eD eE
e2
eB
Dy
1379 SF
MACON-BANK-BALLANTSCHARTERED
ACCOUNTANTS
203
1060 SF
COUNCIL LING MD
204
780 SF
WEALTHIER-BILLDERFINANCIAL
205
846 SF
LEASEABLE
207
939 SF
LEASEABLE
208
789 SF
CORRIDOR
200
1378 SF
LEASEABLE
206
210 SF
STAIR
016
285 SF
STAIR
103
301 SF
LOBBY
101
154 SF
WR.
202
159 SF
WR.
201
79 SF
ELEVATOR
102
eFa
1
A4.1
3
A4.2
3
A4.1
1
A4.2
2
A4.2
A5.24
eF
e1
e3
e4
e3.1
1
2
3
13'-10" 24'-0" 26'-4"24'-0" 25'-0"
7'-9
"1
7'-3
"2
2'-0
"2
1'-0
"
30
'-8
9/1
6"
19
'-8
1/4
"
12'-8"
67'-8 1/4"
11'-2"
60'-3"
127'-11 1/4"
3'-4 7/8" 2'-5 1/4" 5'-10" 2'-8 3/4"
2'-4 1/2"
9 3/4" 5'-10" 1'-3" 5'-10" 1'-3" 5'-10" 9 3/4"
2'-4 1/2"
1'-3 1/8" 5'-10" 1'-9 1/8" 5'-10" 2'-1 5/16" 5'-10"
1'-3 1/8"
3'-0 1/8"
3'-5
5/8
"3
'-1
1 7
/8"
5'-1
0"
3'-1
"5
'-1
0"
1'-9 1/8"
1'-9
1/8
"
74
'-5
1/4
"
13
'-7
3/1
6"
60
'-1
0 1
/16
"
4
3'-4
"
A
3'-2"
2'-3
"1
'-8
"4
'-0
"2
'-0
1/4
"4
'-0
"2
'-0
"4
'-0
"1
'-1
0 7
/8"
2'-0
"
1'-8
"4
'-0
"2
'-0
1/4
"4
'-0
"2
'-0
"4
'-0
"2
'-3
3/4
"
2'-0
"
1'-7
15
/16
"4
'-0
"3
'-1
"4
'-0
"2
'-3
"
2'-1
"9
'-6
3/1
6"
2'-0
"
4'-5 1/8"
1'-11 1/4" 12'-10"
104'-3 9/16"
10'-4 15/16" 2'-4" 22'-7 7/8" 2'-4 1/4" 22'-7 3/4" 2'-4 1/4" 22'-1" 2'-7 5/16"
4'-0" 2'-7" 1'-6" 4'-0" 3'-10" 4'-0" 3'-10" 4'-0" 1'-5 7/8" 1'-5 7/8" 4'-0" 3'-10" 4'-0" 3'-10" 4'-0" 1'-5 7/8" 1'-5 7/8" 4'-0" 3'-7 1/2" 4'-0" 3'-1 1/2" 4'-0" 1'-10 1/8"
2'-10 1/8" 21'-7 1/4" 3'-0" 21'-6 1/2" 3'-0 1/2" 8'-8 5/8"
9 3/4" 5'-10" 1'-3" 7'-1" 5'-10" 9 1/2" 6 1/4" 5'-6" 1'-10" 5'-10" 1'-10" 5'-6" 6 1/4"
3'-5
5/8
"1
7'-2
1/4
"1
'-1
0 1
/4"
16
'-9
"2
'-6
"8
'-5
1/2
"3
'-2
7/1
6"
1'-4
1/2
"5
'-1
0"
1'-3
"
1'-2
1/2
"
5'-1
0"
3'-1
1/4
"5
'-1
0"
1'-2
1/2
"
53
'-5
1/1
6"
3'-11 1/2" 8'-4"
14
'-1
"2
'-4
3/4
"
44
'-6
11
/16
"
2'-1
0 5
/8"
22
'-1
0"
2'-4
"1
6'-6
1/1
6"
2'-5
"4
'-0
"3
'-1
1/2
"4
'-0
"3
'-7
1/2
"4
'-0
"1
'-8
"3
'-4
9/1
6"
4'-0
"3
'-7
1/2
"4
'-0
"1
'-6
"
26'-9"
5'-2" 18'-6 3/8" 3'-0 5/8"
3'-11 1/2" 8'-4"
1'-10 1/8"
1'-1
0 1
/8"
1'-4 1/8" 11'-11 1/2" 8'-0 1/4" 6'-6" 5'-10 1/4" 6'-1 3/4" 6'-6" 28'-11 7/16" 11'-2" 5'-0" 8'-5 3/8"
11'-11 11/16"
13'-9 3/4" 1'-3 1/8"
1'-3 1/8"13'-9 3/16" 16'-3 1/8" 1'-8 11/16" 6'-0" 1'-11" 23'-0" 1'-6"
1'-9
1/8
"
1'-9 1/8"
12'-2" 14'-7 13/16" 2'-1" 6'-6"
2'-5"1'-6 3/16"
12'-11 13/16" 2'-1" 6'-5 1/2" 2'-5 1/2"1'-0 11/16"
20'-5 5/16" 2'-1" 6'-6" 2'-5"
2'-2 3/16"
1'-4 1/8"
29
'-1
0 5
/8"
2'-1
0 5
/8"
4'-6
"3
'-5
1/2
"5
'-8
7/1
6"
12
'-3
7/1
6"
11
'-1
3/1
6"
5'-2
13
/16
"1
9'-3
3/8
"
1'-3
1/8
"
8"
8"
6 1
/2"
6 5/16"
8"
6"
6"
8 5/8"
8 5/8"
6"
6"
6"
6"
6"
6"
6"
6"
6"
8"
13
'-1
9/1
6"
8'-4
"9
'-1
7/8
"1
9'-9
3/8
"
8'-1
1 1
/2"
4'-1
"
4'-8"
1'-3
1/1
6"
1'-3
1/8
"
1'-3 1/8"
EW101-2
EW100-1
P100
S100
S100
S100
S100
EW101-2
EW100-1
EW101
EW101
EW101EW101
EW101
EW101
EW101-2
EW101-2
EW101-2
EW100-1
EW100-1
EW101-2EW101-2
EW101-2
EW100-1EW100-1EW100-1
EW100-1
EW101-2EW101-2
P100
P102
P100
P100
P100
P100
P100
P100
P103P103
P104
P103
P103
P103
P103
P103
P103
P103
P103
EW101-2
EW101-2
EW100-1
EW100-1 EW100-1 EW100-1 EW100-1
EW100-1
EW100-1
EW100-1
EW101-2
EW101
EW101
EW101-2
EW101
100
202
201
203
016.3
103.3
204205207
206208
N
10 TREADS @ 1" - 0"
10'-0"
9 TREADS @ 1' - 0"
9'-1"
9 TREADS @ 1' - 0"
9'-0"
10
TREAD
S @
1' -
0"
10
'-0
"
9 T
READ
S @
1' -
0"
9'-1
" A6.14
FRR 1HR
FRR 1HR
FRR 1HR
FRR 1HR FRR 1HR
FRR 1HR
FRR 1HR
DRAWINGFILE
CHECKED DATE
DRAWING TITLE
REVISION
PROJECT TITLE
DRAWN
key plan
DATENO. REVISION BY
REVISIONS
seal
School of Building TechnologyARCHITECTURAL TECHNOLOGY
PROJECT ADRESS
07/13/20151 WALL SECTIONS SUB. BT
07/27/20152 Detail SUB. BT
08/05/20153 Floor Plan & Elevations (90%)SUB. BT
08/14/20154 Final Submission BT
A5.2 Construction Details
A5.1 Construction Details
A4.2 Wall Sections
A4.1 Wall Sections
A3.2 Elevations
A3.1 Elevations
A2.5 Floor Plan L400
A2.4 Floor Plan L300
A2.3 Floor Plan L200
A2.2 Floor Plan L100
A2.1 Floor Plan L000
A0.0 Cover & Typical Details
A6.1 Enlarged Plans
A7.1 Schedules
Si 1.1 Architectural Site Plan
Si 1.2 Engineering Site Plan
A2.3
Floor Plan - L200
BZT 08/14/15
THE CENTURYEXECUTIVE CENTRE
Branden T.
S-15
450 McCormick Blvd.London Ontario
3/16" = 1'-0"1
L200 - FIN. FLOOR
UP
UP
A3.2
A3.2
1
2
eA eC eD eE
e2
eB
Dy
1267 SF
GRATEZ - DEELERREAL-ESTATE
BROKERS
303
2082 SF
NEXTGENERATION
DESIGNARCHITECTS
305
79 SF
ELEVATOR
102
285 SF
STAIR
103
210 SF
STAIR
016
159 SF
WR.
301
154 SF
WR.
302
1512 SF
LEASEABLE
306
126 SF
PART. OFF.
304.4
125 SF
PART. OFF.
304.3
125 SF
PART. OFF.
304.6
116 SF
LUNCH ROOM
304.2
165 SF
BOARD RM.
304.5
313 SF
RECPT.
304
956 SF
OPEN OFFICE
304.1
eFa
1
A4.1
3
A4.2
2
A4.1
3
A4.1
1
A4.2
2
A4.2
eF
e1
e3
e4
e3.1
1
2
3
4
A
24'-0" 25'-0" 11'-2" 13'-10" 24'-0" 26'-4"
3'-4
"7
'-9
"1
7'-3
"2
2'-0
"2
1'-0
"
3'-2" 12'-8"
30
'-8
9/1
6"
19
'-8
1/4
"
127'-11 1/4"
60'-3" 67'-8 1/4"
3'-4 7/8" 2'-6 1/4" 5'-10" 2'-7 3/4"
2'-4 1/2"
9 3/4" 5'-10" 1'-3" 5'-10" 1'-3" 5'-10" 9 3/4"
2'-4 1/2"
1'-3 1/8" 5'-10" 1'-8 5/8" 5'-10" 2'-1 7/8" 5'-10"
1'-3 1/8"
3'-0 1/8"
2'-10 1/8" 21'-7 1/4" 3'-0" 21'-6 1/2" 3'-0 1/2" 8'-8 5/8"
9 3/4" 5'-10" 1'-3" 5'-10" 7'-1" 9 1/2" 7'-10 1/4" 5'-10" 7'-10 1/4"
3'-5
5/8
"2
3'-3
3/8
"
3'-1
1 1
3/1
6"
5'-1
0"
3'-1
5/1
6"
5'-1
0"
4'-6
1/4
"
97
'-8
7/8
"
26
'-3
"6
3'-1
1 1
/4"
7'-6
5/8
"
2'-3
"1
9'-7
1/8
"2
'-0
"2
0'-0
"2
'-0
"1
4'-1
1"
3'-2
1/8
"5
'-5
1/8
"2
'-1
1/2
"
1'-1
0 7
/8"
4'-0
"2
'-0
"4
'-0
"2
'-0
1/4
"4
'-0
"1
'-8
"2
'-3
3/4
"4
'-0
"2
'-0
"4
'-0
"2
'-0
1/4
"4
'-0
"1
'-8
"2
'-2
"4
'-0
"3
'-1
"4
'-0
"1
'-8
"
1'-9
3/4
"3
'-0
"1'-1
3/8
"
127'-11 1/4"
12'-10 1/4" 88'-10 5/16" 26'-2 11/16"
2'-5 5/8" 10'-4 5/8" 2'-7 7/8" 9'-2" 2'-4" 22'-7 7/8" 2'-4 1/4" 22'-7 3/4" 2'-4 1/4" 22'-1" 2'-7 5/16"
3'-4 1/2" 4'-0" 3'-3 7/8"
2'-6" 4'-0" 2'-8" 1'-6" 4'-0" 3'-10" 4'-0" 3'-10" 4'-0" 1'-5 7/8" 1'-5 7/8" 4'-0" 3'-10" 4'-0" 3'-10" 4'-0" 1'-5 7/8" 1'-5 7/8" 4'-0" 3'-7 1/2" 4'-0" 3'-1 1/2" 4'-0" 1'-10 1/8"
26'-9"
5'-1 3/8" 18'-7" 3'-0 5/8"
53
'-5
1/1
6"
44
'-6
11
/16
"
3'-5
5/8
"1
7'-2
1/4
"1
'-1
0 1
/4"
16
'-9
"2
'-6
"8
'-5
1/2
"1
'-1
1 5
/16
"1
'-3
1/8
"
1'-1
13
/16
"5
'-1
0"
3'-1
5/1
6"
5'-1
0"
1'-3
1/8
"1
'-1
5/8
"5
'-1
0"
2'-1
15
/16
"5
'-1
0"
1'-9
3/8
"1
'-4
5/8
"5
'-1
0"
1'-2
7/8
"
2'-1
0 5
/8"
22
'-1
0"
2'-4
"1
6'-6
1/1
6"
2'-5
"4
'-0
"3
'-7
1/2
"4
'-0
"2
'-7
1/2
"4
'-0
"2
'-2
"3
'-4
9/1
6"
4'-0
"3
'-7
1/2
"4
'-0
"1
'-6
"
6 1
/2"
6 5/16"
8"
6"
6"
5 1/2"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
3 3/4"
3 5
/8"
8"
8"
8"
7'-2 5/8" 6'-6" 60'-1 3/4"11'-3"
5'-0"
8'-7 5/8" 11'-9 1/4" 13'-9 3/4"
13'-8 3/8" 8'-4" 8'-6 5/8" 8'-0" 12'-9 1/4" 12'-9 3/4"
5'-10 1/2" 6'-3 11/16" 26'-8 1/8" 6'-6" 3'-1 11/16" 10'-6" 8'-7 13/16" 6'-10 3/16" 9'-3 1/2" 2'-10" 11'-4 1/2"
10'-1"
33
'-1
9/1
6"
5'-5
15
/16
"2
'-1
0"
5'-0
1/2
"3
'-4
1/2
"1
8'-1
1/2
"
9'-3
1/2
"1
'-1
0 1
/2"
1'-6
"8
'-9
"6
'-1
0 1
/2"
2'-1
1 1
/2"
10
'-3
"5
'-0
"4
'-6
"6
'-3
3/8
"7
'-1
1 5
/8"
3'-1
1 3
/16
"
25
'-1
13
/16
"
4'-7
13
/16
"
12
'-1
9/1
6"
9'-4
"2
8'-1
1 1
/4"
EW101-2
P100
S100
S100
S100
S100
EW100-1
EW101EW101
EW101EW102b
EW101
EW100-1
EW101
EW101
EW100-1
EW101-2
EW101-2
EW101-2
EW100-1
EW100-1
EW100-1
EW101-2EW101-2EW101-2
EW101-2
EW100-1EW100-1EW100-1
EW100-1
EW101-2EW101-2
P103
P100
P100
P100
P102
P100
P103
P100
P100
P103
P103
P103
P103
P103
P103
P103
P103
P103
P103
P103
P103
P103
P103
P103
EW101-2
EW101-2
EW100-1
EW100-1
EW100-1
EW100-1EW102b EW100-1
EW100-1
EW100-1
EW100-1
EW100-1
EW100-1
EW101
EW101-2
P100
EW101-2
EW101
EW101
N
302
301
103.4
016.4
306 304
305
303
304.5
304.6
304.4
304.3
304.2
306.2
ROOFACCESS
10 TREADS @ 1' - 0"
10'-0"
9 TREADS @ 1' - 0"
9'-1"
9 T
READ
S @
1' -
0"
9'-0
"
10
TREAD
S @
1' -
0"
10
'-0
"
A6.15
FRR 1HR
FRR 1HR
FRR 1HR
FRR 1HR
FRR 1HR
DRAWINGFILE
CHECKED DATE
DRAWING TITLE
REVISION
PROJECT TITLE
DRAWN
key plan
DATENO. REVISION BY
REVISIONS
seal
School of Building TechnologyARCHITECTURAL TECHNOLOGY
PROJECT ADRESS
07/13/20151 WALL SECTIONS SUB. BT
07/27/20152 Detail SUB. BT
08/05/20153 Floor Plan & Elevations (90%)SUB. BT
08/14/20154 Final Submission BT
A5.2 Construction Details
A5.1 Construction Details
A4.2 Wall Sections
A4.1 Wall Sections
A3.2 Elevations
A3.1 Elevations
A2.5 Floor Plan L400
A2.4 Floor Plan L300
A2.3 Floor Plan L200
A2.2 Floor Plan L100
A2.1 Floor Plan L000
A0.0 Cover & Typical Details
A6.1 Enlarged Plans
A7.1 Schedules
Si 1.1 Architectural Site Plan
Si 1.2 Engineering Site Plan
A2.4
Floor Plan - L300
BZT 08/14/15
THE CENTURYEXECUTIVE CENTRE
Branden T.
S-15
450 McCormick Blvd.London Ontario
3/16" = 1'-0"1
L300 - FIN. FLOOR
UP
A3.1
1
A3.2
A3.2
1
2
eA eC eD eE
e2
eB
Dy
79 SF
ELEVATOR
102
285 SF
STAIR
103
264 SF
STAFF / MEETING
401.5
172 SF
PVT. OFFICE
401.2
138 SF
NURSE
401.6213 SF
OR
401.7
151 SF
RECPT.
401
148 SF
WR.
401.3
154 SF
WR.
401.4
162 SF
CORRIDOR
401.1
91 SF
ENSUITE
401.2A
84 SF
CORRIDOR
400
42 SF
CLOSET
400.1
eFa
3
A4.2
1
A4.2
eF
e1
e3
e4
e3.1
1
2
3
UpA UpB UpC
Up1
Up2
24'-0" 25'-0" 11'-2" 13'-10" 24'-0" 26'-4"
30
'-8
9/1
6"
19
'-8
1/4
"
7'-9
"1
7'-3
"2
2'-0
"2
1'-0
"
12'-8"
8'-9
13
/16
"2
2'-0
"1
9'-1
5/8
"
1'-9 1/2"
11'-2 9/16" 1'-1"
77'-9"
41
'-1
1"
73'-4"
41
'-1
1"
11'-2 9/16"
2'-0
1/2
"3
0'-2
"2
'-2
7/1
6"
5'-1
1 1
3/1
6"
8'-2 3/8" 2'-10" 30'-2" 3'-8 1/8" 28'-5 1/8"
8'-4
7/8
"1
5'-7
9/1
6"
9 1
/4"
15
'-2
1/2
"9
1/4
"1
'-0
3/4
"
1'-7 5/16" 11'-3 15/16" 9 1/4"
1'-6
3/4
"
1'-6 3/4"
1'-6 3/4"
1'-8
1/4
"
1'-10"
1'-1
0"
1'-10"
1'-1
0"
1'-10"
8'-8
"7
'-3
1/4
"1
6'-4
1/2
"7
'-3
1/4
"1
4'-3
5/8
"7
'-3
1/4
"6
'-1
0 1
/8"
32
'-3
3/4
"7
'-3
1/4
"1
4'-3
5/8
"7
'-3
1/4
"6
'-1
0 1
/8"
7'-0 5/8" 18'-1 1/8" 7'-0 5/8" 17'-5 5/16" 7'-0 5/8" 8'-4 1/4"
8'-11 1/2" 7'-0 5/8"7'-0 5/8" 8'-4 3/8"
8'-11 1/2" 7'-0 5/8"7'-0 5/8" 8'-4 3/8"
8'-8
"7
'-3
1/4
"
8'-8
"7
'-3
1/4
"
1'-2
5/8
"8
'-2
3/8
"1
4'-7
11
/16
"6
'-0
"1
0'-9
7/1
6"
1'-2
5/8
"1
2'-5
3/1
6"
5'-4
1/4
"3
'-0
15
/16
"9
'-9
13
/16
"8
'-1
1 5
/16
"
7'-5
7/1
6"
4'-8
1/8
"9
'-4
"8
7/8
"
2'-11 1/8" 7'-6 7/8" 9'-3" 5'-6 3/16" 2'-5 13/16" 17'-9 3/8" 3'-5 5/8"
2'-2"
6'-1"
1'-1
0 3
/4"
4'-0
1/2
"1
'-4
3/4
"
EW102
S100
EW102
EW102
S100
EW102
EW102
EW102
EW102
EW102
EW102EW102
EW102
EW102
P103P103
P103
P101
P101
P103
P103
P103P103
P101
P101
P102
P103
P100
S100
P101
P101
EW105
EW105
TYP. PRE MANUFACTURED SKYLIGHTON 8" CMU REFER TO SECTION
RF102-1
RF102-2
FL102
RF102-3
RF101
TERRACE BELOW
CANOPY BELOW
TYP. PRE MANUFACTURED SKYLIGHTON 8" CMU REFER TO SECTION
N
PRE- MANUFACTURED GLASSRAILING REFER TO MANUFACTURESHOP DRAWINGS
401.5A
103.5
401
401.2
401.2A
401.1
401.3
401.4
400.1
401.7
401.6
401.5 ROOFACCESS
9 TREADS @ 1' - 0"
9'-0"
9 TREADS @ 1' - 0"
9'-0"
RF103-2
DRAWINGFILE
CHECKED DATE
DRAWING TITLE
REVISION
PROJECT TITLE
DRAWN
key plan
DATENO. REVISION BY
REVISIONS
seal
School of Building TechnologyARCHITECTURAL TECHNOLOGY
PROJECT ADRESS
07/13/20151 WALL SECTIONS SUB. BT
07/27/20152 Detail SUB. BT
08/05/20153 Floor Plan & Elevations (90%)SUB. BT
08/14/20154 Final Submission BT
A5.2 Construction Details
A5.1 Construction Details
A4.2 Wall Sections
A4.1 Wall Sections
A3.2 Elevations
A3.1 Elevations
A2.5 Floor Plan L400
A2.4 Floor Plan L300
A2.3 Floor Plan L200
A2.2 Floor Plan L100
A2.1 Floor Plan L000
A0.0 Cover & Typical Details
A6.1 Enlarged Plans
A7.1 Schedules
Si 1.1 Architectural Site Plan
Si 1.2 Engineering Site Plan
A2.5
Floor Plan L400
BZT 08/14/15
THE CENTURYEXECUTIVE CENTRE
Branden T.
S-15
450 McCormick Blvd.London Ontario
3/16" = 1'-0"1
L400 - FIN. FLR. ROOF
FRR 1HR
FRR 1HR
FRR 1HR
L100 - ENTRY834'-7 3/4"
U/S STEEL DECK882'-7 3/4"
L200 - FIN. FLOOR841'-1 3/4"
L300 - FIN. FLOOR855'-1 3/4"
L400 - FIN. FLR.ROOF
868'-1 3/4"
eA eC eD eEeB Dy
L000 - BASEMENT825'-11 3/4"
B/0 FOOTING824'-5 3/4"
eFa
3
A4.2
2
A4.1
2
A4.2
eFA UpA UpB UpC
3'-2" 12'-8" 11'-4" 23'-2 1/2" 1'-9 1/2" 11'-2" 13'-10" 24'-0" 14'-0 7/16" 11'-2 9/16" 1'-1"
14
'-6
"1
3'-0
"1
4'-0
"6
'-6
"8
'-8
"1
'-6
"
50
'-6
"
14
'-6
"1
4'-0
"2
1'-6
"6
"
2'-4
"1
'-8
"1
7'-6
"3
'-6
"
3'-4
"
1'-2
7/1
6"
5'-2
1/4
"
6 5
/16
"
3'-8
11
/16
"
6 5
/16
"
3'-6
"1
0"
4'-5
"6
"
3'-5
11
/16
"
3'-3
5/1
6"
3'-2
"
2'-6
7/1
6"
7 9
/16
"6
'-6
"1
'-6
"3
'-4
3/8
"
2'-1
5/8
"
6'-1
1"
3'-6
"
2'-9 11/16"
50
'-0
"6
"1
0'-1
7/8
"1
'-0
1/8
"
2'-7
1/2
"7
'-6
1/2
"
4 1
/4"
3'-0
"
1'-1
0"
1'-8
"1
1'-2
"1
'-1
0"
1'-8
"9
'-2
"1
'-1
0"
6'-6
"
14
'-4
"3
5'-8
"
4'-0
"2
'-7
"3
'-5
"2
'-7
"
1'-9
"
2'-0
"1
2'-4
"2
'-2
"1
3'-0
"6
'-1
1 3
/4"
7'-0
1/4
"
3'-8
"1
'-0
"
8'-6
"1
'-0
"
2'-3 3/4" 6'-3" 6'-4" 2'-7 13/16"
2'-7 3/16"
5'-6" 1'-11" 3'-4 7/8"4'-0"8'-0"4'-0"3'-3" 3'-7"4'-0"8'-0"4'-0"
3'-2 7/8"
2'-10 1/8"4'-0"8'-0"4'-0"3'-4 1/4" 4'-7 1/2"2'-6"4'-6"2'-6"4'-5"4'-5 7/8"
6'-1"6'-4"6'-11"6'-1"
2'-2 1/2"
4'-11"7'-7"6'-9"6'-11"6'-10"4'-0"5'-5"5'-3"7'-5"1'-4"
4'-4 1/4"
1'-2 5/8"
4'-0 3/8"
3'-3 1/2"
2'-7" 6'-10 1/4" 5'-6 1/2" 5'-6 1/2" 5'-6 1/2" 6'-8 1/4"
1'-6"
2'-2 1/8"
2'-8 7/8"
4'-9 5/8" 7'-0 3/8" 6'-10" 5'-10"
1'-2 1/4"
2'-0
"6
'-1
1/2
"
401.5A
103.1016
L100 - ENTRY834'-7 3/4"
U/S STEEL DECK882'-7 3/4"
L200 - FIN. FLOOR841'-1 3/4"
L300 - FIN. FLOOR855'-1 3/4"
L400 - FIN. FLR.ROOF
868'-1 3/4"
e2
L000 - BASEMENT825'-11 3/4"
B/0 FOOTING824'-5 3/4"
1
A4.1
3
A4.11
A4.2
e1e3e4 e3.1 1234 Up13'-4" 7'-9" 8'-5 3/16" 8'-9 13/16" 18'-11 3/16" 3'-0 13/16" 21'-0" 6'-7 3/4" 19'-8 1/4"
14
'-6
"1
3'-0
"1
4'-0
"6
'-6
"8
'-8
"1
'-6
"
50
'-6
"
14
'-6
"1
4'-0
"2
1'-6
"6
"
5'-0
"3
'-6
"6
'-1
1"
2'-1
"1
'-8
"
1'-1
0"
1'-6
"6
'-6
"7
9/1
6"
2'-6
7/1
6"
3'-4
"
4'-0
"1
0'-6
"
2'-7
"3
'-5
"2
'-7
"
1'-1
1"
3'-6" 7'-11 1/2" 7'-11 1/2" 3'-5" 3'-3" 7'-10" 5'-1 7/16" 3 5/8" 4'-1 1/2" 4'-4" 3'-6" 9'-9" 3'-6" 3'-6" 5'-1 1/4" 5'-1" 3'-6"
4'-1 1/2" 4'-4"3'-6" 5'-1 1/4" 5'-1" 3'-6"
3'-6" 9'-9" 3'-6"
2'-7
1/2
"7
'-6
1/2
"
4 1
/4"
3'-6
"
35
'-8
"
3'-0
"4
'-4
"1
'-8
"5
'-0
"2
'-6
"
1'-8
" 1'-9
13
/16
"
3'-0
3/1
6"
5'-0
"3
'-2
"1
'-9
"1'-9
"
2'-2
"5
13
/16
"1
'-1
0"
5'-0
"3
'-3
5/1
6"
3'-5
11
/16
"
6"
4'-5
"1
0"3
'-6
"
5"
3'-1
0"6
"5
'-2
"1
'-3
"
1'-0
"3
'-0
"
1'-0
"8
'-6
"
9'-6
"
10
'-1
7/8
"1
'-0
"
3'-2
"1
'-0
"
1'-5 3/16" 6'-7 13/16"
4'-6 3/16"
6'-0" 7'-1"
1'-3 13/16"
6'-2 1/8" 5'-3" 4'-9"
2'-9 1/4"
8'-9 3/4"
4'-7 5/16" 7'-6" 5'-8 1/4"
2'-9 3/16"
4'-8" 5'-2"
3'-1 3/8"
8'-4 7/8"
4'-0
"2
'-7
"3
'-5
"2
'-7
"1
'-9
"
PRE FINISHED ACM PANELS
PRE MAN. GLASS RAILING
PRE MAN. SKYLIGHT
EFIS PARAPET MOLDING
MANUFACTURED STONE
YELLOW BRICK
TYP. RED BRICK REVEAL
PRE FINISHED ACM PANELS
ALUM. WINDOW
RED BRICK
ALUM. CURTAIN WALL
MANUFACTURED STONE BEYOND
PRE FINISHED ACM PANELS BEYOND
NEW C.I.P. CONC. FND BEYOND
PRE FINISHED ACM PANELS
PRE FINISHED ACM PANELS
YELLOW BRICK
ALUM. WINDOW
PRE FINISHED ACM PANELS
YELLOW BRICK
NEW C.I.P. CONC. FND C/W FOOTING
ALUM. CURTAIN WALL
PRE FINISHED ACM PANELS
YELLOW BRICK COLUMN
PRE CAST CAP
MANUFACTURED STONE
NEW C.I.P. CONC. FND. C/W FTNG
EXISTING C.I.P. FND C/W FTGNS
100
DRAWINGFILE
CHECKED DATE
DRAWING TITLE
REVISION
PROJECT TITLE
DRAWN
key plan
DATENO. REVISION BY
REVISIONS
seal
School of Building TechnologyARCHITECTURAL TECHNOLOGY
PROJECT ADRESS
07/13/20151 WALL SECTIONS SUB. BT
07/27/20152 Detail SUB. BT
08/05/20153 Floor Plan & Elevations (90%)SUB. BT
08/14/20154 Final Submission BT
A5.2 Construction Details
A5.1 Construction Details
A4.2 Wall Sections
A4.1 Wall Sections
A3.2 Elevations
A3.1 Elevations
A2.5 Floor Plan L400
A2.4 Floor Plan L300
A2.3 Floor Plan L200
A2.2 Floor Plan L100
A2.1 Floor Plan L000
A0.0 Cover & Typical Details
A6.1 Enlarged Plans
A7.1 Schedules
Si 1.1 Architectural Site Plan
Si 1.2 Engineering Site Plan
A3.1
Building Elevations
BZT 08/14/15
THE CENTURYEXECUTIVE CENTRE
Branden T.
S-15
450 McCormick Blvd.London Ontario
1/8" = 1'-0"1
SOUTH ELEVATION
1/8" = 1'-0"2
EAST ELEVATIONS
TYPICAL NOTES:-ALL WINDOWS AND CURTAIN WALLS TO BEREFEREED TO WINDOW SCHEDULE FORDIMENSION AND TYPE
-ALL PRE CAST WINDOW TRIM TO BE REFEREEDTO WINDOW SCHEDULE FORDIMENSION AND TYPE
-ALL ACM AT PARAPET TO BE RETURNED OVERTHE TOP, REFER TO SECTIONS
-PRE MANUFACTURED EQUIPTMENT TO BEREFERED TO MANUFACTURE SHOP DRAWINGS
NEW C.I.P. FND C/W FTGNS
MANUFACTURED STONE
ALUM. CURTAIN WALL
PRE FINISHED ACMPANELS
PRE MAN. GLASS RAILING
EFIS PARAPET MOLDING
ALUM. WINDOW
PRE MAN SKYLIGHTPRE MAN GLASS RAILING
PRE FINISHED ACM PANELS
MANUFACTURED STONE
PRE FINISHED ACM PANELS
ALUM. WINDOW
STANDING SEAM COPPER PANELS TYP 1' O/C
EFIS PARAPET MOLDING
TYP. RED BRICK REVEAL
YELLOW BRICK
ALUM. WINDOWS
PRE FINISHED ACM PANELS
MANUFACTURED STONE
PRE FINISHED ACM PANELS BEYOND
PRE FINISHED ACMPANELS BEYOND
MANUFACTUREDSTONE BEYOND
ALUM.CURTIAN WALLBEYOND
PRE FINISHED ACMPANELS BEYOND
MANUFACTURED STONE BEYOND
YELLOW BRICK BEYOND
YELLOW BRICK BEYOND
RED BRICK REVEAL BEYOND
NEW C.I.P. FND C/W FTGNS
EXISTING FND C/W FTGNS NEW C.I.P. PEIR FND C/W FTGNS
NEW C.I.P. FND BEYOND
L100 - ENTRY834'-7 3/4"
U/S STEEL DECK882'-7 3/4"
L200 - FIN. FLOOR841'-1 3/4"
L300 - FIN. FLOOR855'-1 3/4"
L400 - FIN. FLR.ROOF
868'-1 3/4"
eAeCeDeE eBDy
L000 - BASEMENT825'-11 3/4"
B/0 FOOTING824'-5 3/4"
eFa
3
A4.22
A4.1
2
A4.2
eF AUpAUpBUpC3'-2"12'-8"11'-4"23'-2 1/2"1'-9 1/2"11'-2"13'-10"24'-0"14'-0 7/16"11'-2 9/16"1'-1"
1'-6
"
8'-8
"6
'-6
"1
4'-0
"1
3'-0
"1
4'-6
"
50
'-6
"
6"
35
'-8
"1
4'-4
"
10
'-4
"4
'-0
"
1'-9
"
50
'-6
"
6"
13
'-6
1/4
"2
2'-1
3/4
"1
4'-4
"
3'-0
"
4 1
/4"
7'-6
1/2
"2
'-7
1/2
"
1'-0
"3'-0
"1'-0
"3'-4
"1
'-8
"5
'-0
"2
'-6
"3
'-6
"3
'-0
"5
'-0
"3
'-2
"1
'-9
"
1'-9
"
1'-1
0"
2'-7
" 5'-1
1"
4'-0
"
21
'-6
"1
4'-2
"
3'-0
"1'-0
"3'-4
"1
'-8
"5
'-0
"2
'-6
"1'-9
"
1'-9
"
3'-0
"5
'-0
"3
'-2
"1
'-9
"
1'-9
"
1'-1
0"
2'-7
"
3'-5
"2
'-6
"
11
'-1
7/8
"
1'-0
"1
0'-1
7/8
" 4'-2
"
1'-0
"3
'-2
"
9'-6
"
1'-0
"8
'-6
"
1'-0
"3
'-0
"
1'-10 1/4" 9'-2 9/16" 4'-0 3/16" 7'-4" 10'-0 1/2" 7'-7" 6'-9" 6'-11" 6'-10" 4'-0" 5'-5" 5'-3" 7'-5" 1'-6"
84'-1 1/2"
11'-2 9/16" 5'-9 11/16" 6'-7" 2'-11 1/16"
2'-3 3/4"
4'-11 3/16" 8'-11" 7'-0" 6'-8" 6'-11" 9'-4" 5'-1 3/4"
6'-10 3/4" 7'-10 1/4" 7'-10 1/2" 10'-6 1/2" 6'-8 3/4" 6'-8 3/4" 12'-0 1/2" 8'-7 1/2" 4'-5" 11'-1 1/2" 6'-8 1/4" 6'-8 1/4" 11'-2" 6'-8 3/4" 6'-8 1/2" 4'-1"2'-10 1/8"
4'-0"7'-11 1/2"7'-10 1/4"4'-1" 4'-1"6'-8 3/4"6'-8 3/4"4'-1" 5'-6"5'-6" 4'-1"4'-1 5/8" 4'-1"6'-8 1/4"6'-8 1/4"4'-1" 4'-1"6'-8 1/2"6'-8 3/4"4'-1"
4'-1"7'-10 1/2"7'-10 1/4"4'-1" 4'-1"6'-8 3/4"6'-8 3/4"4'-1" 5'-6"5'-6" 4'-1"4'-1 5/8" 4'-1"6'-8 1/4"6'-8 1/4"4'-1" 4'-1"6'-8 1/2"6'-8 3/4"4'-1"
PRE FINISHED ACM PANELS
PRE FINISHED ACM PANELS
MANUFACTURED STONE
YELLOW BRICK
PRE FINISHED ACM PANELS
PRE FINISHED ACM PANELS BEYOND
YELLOW BRICK COLUMN
MANUFACTURED STONE
ALUM. WINDOWS
C.I.P. CONC. FND C/W FOOTING
PRE FINISHED ACM PANELS
PRE. MAN. GLASS RAILING
PRE FINISHED ACM PANELS
YELLOW BRICK
MANUFACTUREDSTONE
PRE FINISHED ACM PANELS
ALUM. WINDOWS
PRE FINISHEDACM PANELS
C.I.P. FND BEYOND
EXISTING C.I.P FND C/W FOOTINGNEW C.I.P. PEIR FND C/W FOOTING
MANUFACTURED STONE ALUM. WINDOW
NEW C.I.P. FND C/W FOOTING
ALUM. WINDOWYELLOWBRICK
L100 - ENTRY834'-7 3/4"
U/S STEEL DECK882'-7 3/4"
L200 - FIN. FLOOR841'-1 3/4"
L300 - FIN. FLOOR855'-1 3/4"
L400 - FIN. FLR.ROOF
868'-1 3/4"
e2
L000 - BASEMENT825'-11 3/4"
B/0 FOOTING824'-5 3/4"
1
A4.1
3
A4.1
1
A4.2
e1 e3 e4e3.11 2 3 4Up1Up219'-8 1/4" 6'-7 3/4" 1'-10 3/8" 19'-1 5/8" 3'-0 13/16" 18'-11 3/16" 8'-9 13/16" 8'-5 3/16" 7'-9" 3'-4"
14
'-6
"1
3'-0
"1
4'-0
"6
'-6
"8
'-8
"
1'-6
"
50
'-6
"
14
'-4
"3
5'-8
"6
"
1'-0
"3'-0
"6
'-0
"5
'-0
"2
'-6
"1'-8
"1'-1
0"3
'-0
"5
'-0
"3
'-2
"1
'-8
"1'-1
0"
4'-0
"2
'-7
"3
'-5
"2
'-7
"1
'-9
"
2'-6
"2
'-0
"6
'-0
"
2'-0
"1
2'-6
"2
'-0
"1
2'-0
"1
'-0
"2
0'-6
"6
"8
'-2
"1
'-6
"
3'-0
"1
'-0
"
8'-6
"1
'-4
"
6'-10 7/8" 9'-0" 6'-10 1/2"
6'-10 7/8" 9'-0" 6'-10 1/2"
9'-10 1/8" 9'-0" 7'-2 1/2"
3'-6" 6'-3 5/8" 6'-3 1/2" 3'-6" 3'-6" 6'-6" 6'-6" 3'-6" 3'-6" 7'-11" 3'-6" 2'-3" 4'-8" 4'-8" 2'-6"
3'-4
"
2'-6
7/1
6"
7'-1
9/1
6"
1'-6
"
3'-6
"
2'-1
"6
'-1
1"
3'-6
"5
'-0
"
3'-4
"
3'-8 1/8" 5'-4" 6'-10" 6'-9" 6'-11" 6'-1" 6'-8" 3'-6" 7'-11" 1'-0"
3'-8 11/16" 6'-9 1/4" 5'-6 1/2" 5'-6 1/2" 5'-6 1/2" 6'-8 1/4" 2'-1" 4'-0 3/16" 2'-0 1/8"
10
'-2
"1
'-0
"
11
'-2
"
1'-0
"8
'-6
"
PRE FINISHED ACM PANELS
STRUCTURAL POST REFER TO STRUCT. DGNS.
PRE FINISHED ACM PANELS
ALUM. CURTAIN WALL
PRE. MAN. GLASS RAILING
PRE. MAN. SKYLIGHT EFIS PARAPET MOLDING
YELLOW BRICK
TYP. REB BRICK REVEAL
MAUFACTURED ARCH. STONE
PRE. MAN. GLASS RAILING
PREFINISHED ACM PANELS
ALUM. CURTAIN WALL
MANUFACTURED ARCH. STONE
PRE FINISHED ACM PANELSBEYOND
MANUFACTURED ARCH.STONE BEYOND
PRE FINISHED ACM PANELSBEYOND
YELLOW BRICK BEYOND
PRE FINISHED ACM PANELSBEYOND
ALUM. WINDOW BEYOND
ALUM. WINDOW BEYOND
ALUM. WINDOW BEYOND
YELLOW BRICK BEYOND
PRE FINISHED ALUM PANELS
ALUM. WINDOW
STANDING SEAM COPPER PANELS TYP. 1' O/C
RED BRICK
YELLOW BRICK
ALUM. WINDOW
ALUM. CURTAIN WALL
RED BRICK REVEAL
NEW C.I.P. CONC. FDN. C/W FOOTING
EXISTING FOUNDATION C/W FOOTINGNEW PEIR FDN. C/W FOOTING
NEW C.I.P. FDN. C/W FOOTING
DRAWINGFILE
CHECKED DATE
DRAWING TITLE
REVISION
PROJECT TITLE
DRAWN
key plan
DATENO. REVISION BY
REVISIONS
seal
School of Building TechnologyARCHITECTURAL TECHNOLOGY
PROJECT ADRESS
07/13/20151 WALL SECTIONS SUB. BT
07/27/20152 Detail SUB. BT
08/05/20153 Floor Plan & Elevations (90%)SUB. BT
08/14/20154 Final Submission BT
A5.2 Construction Details
A5.1 Construction Details
A4.2 Wall Sections
A4.1 Wall Sections
A3.2 Elevations
A3.1 Elevations
A2.5 Floor Plan L400
A2.4 Floor Plan L300
A2.3 Floor Plan L200
A2.2 Floor Plan L100
A2.1 Floor Plan L000
A0.0 Cover & Typical Details
A6.1 Enlarged Plans
A7.1 Schedules
Si 1.1 Architectural Site Plan
Si 1.2 Engineering Site Plan
A3.2
Building Elevations
BZT 08/14/15
THE CENTURYEXECUTIVE CENTRE
Branden T.
S-15
450 McCormick Blvd.London Ontario
1/8" = 1'-0"1
NORTH ELEVATION
1/8" = 1'-0"2
WEST ELEVATION
TYPICAL NOTES:-ALL WINDOWS AND CURTAIN WALLS TO BEREFEREED TO WINDOW SCHEDULE FORDIMENSION AND TYPE
-ALL PRE CAST WINDOW TRIM TO BE REFEREEDTO WINDOW SCHEDULE FORDIMENSION AND TYPE
-ALL ACM AT PARAPET TO BE RETURNED OVERTHE TOP, REFER TO SECTIONS
-PRE MANUFACTURED EQUIPTMENT TO BEREFERED TO MANUFACTURE SHOP DRAWINGS
L100 - ENTRY834'-7 3/4"
U/S STEEL DECK882'-7 3/4"
L200 - FIN. FLOOR841'-1 3/4"
L300 - FIN. FLOOR855'-1 3/4"
L400 - FIN. FLR.ROOF
868'-1 3/4"
L000 - BASEMENT825'-11 3/4"
B/0 FOOTING824'-5 3/4"
eFa
94 SF
MACHINE
007
301 SF
LOBBY
101
1267 SF
GRATEZ - DEELERREAL-ESTATE
BROKERS
303
44 SF
VEST.
100
14
'-6
"1
3'-0
"1
4'-0
"6
'-6
"8
'-8
"1
'-6
"
2'-7
1/2
"
10
'-1
0 3
/4"
3'-7
1/4
"3
'-0
3/4
"5
'-0
"3
'-0
"3
'-7
1/4
"3
'-1
0 1
/2"
1'-1
1 7
/16
"1
'-1
1 1
/16
"1
'-9
"1
'-1
0 1
/4"
EW102b
EW100-1
EW101-2
EW102-3
EW100-1
12
'-6
"4
'-2
"EW102
16
'-8
"
FL104
FL104
2'-0"
1'-5"
1'-2
1/2
"
EW102
1'-10"
1'-4
"
11'-2 1/16"
S100
P100
S100
A5.17
A5.11
A5.13
A5.15
CONC. WALL BEYOND
A5.15
Sim
A5.15
Sim
A5.22
Sim
A5.23
Sim
UpB UpC
FL101
L100 - ENTRY834'-7 3/4"
L200 - FIN. FLOOR841'-1 3/4"
L300 - FIN. FLOOR855'-1 3/4"
L400 - FIN. FLR.ROOF
868'-1 3/4"
L000 - BASEMENT825'-11 3/4"
B/0 FOOTING824'-5 3/4"
7'-0
"6
'-1
1"
6'-6
"4
'-6
"
13
'-0
"1
4'-0
"6
'-6
"6
"
1'-0
"6
1/8
"
7 1
/2"
1'-7
3/8
"1
'-9
"1
0"
8"
1'-5
1/2
"
10
3/4
"
9 3
/4"
1'-4
"
1'-5
"1
3'-9
"1
2'-0
"2
'-0
"1
1'-0
"2
'-0
"
10
"
1'-2
"
EW100b
EW100-1
EW102b
EW100-1
494 SF
LEASEABLE
013
780 SF
WEALTHIER-BILLDERFINANCIAL
205
125 SF
PART. OFF.
304.6
FL102
FL100
FL102
8'-6
"1
'-4
"
EW100-1
EW100-1
EW100-1
FW202
1'-1" 1'-9 5/8"
2'-10 5/8" A5.19
A5.22
A5.23
A5.16
A4.23
Sim
A5.16
Sim
EFIS CORNICE MOULDINGREFER TO TRIM SCHEDULE
e4
855'-7 3/4"
L100 - ENTRY834'-7 3/4"
L200 - FIN. FLOOR841'-1 3/4"
L300 - FIN. FLOOR855'-1 3/4"
L400 - FIN. FLR.ROOF
868'-1 3/4"
eAeB
L000 - BASEMENT825'-11 3/4"
B/0 FOOTING824'-5 3/4"
14
'-0
"1
3'-0
"
6"
15
'-0
"
10
1/8
"7
'-0
"5
'-1
15
/16
"2
'-0
"
2'-1
1 3
/8"
10
1/2
"3
'-4
"
1512 SF
LEASEABLE
306
846 SF
LEASEABLE
207
662 SF
RTN FRUITSMEDIA
014
EW100-1
P100
6'-6
"
17
'-5
"4
'-3
"
A5.110
8 1/4"
1'-9 1/2"
4'-0
"
FL100
FL102
FL102
EW102b
EW101
EW101
1'-1" 1'-9 5/8"
2'-10 5/8"
1 1
/4"
FW202
FW200
RAILING BEYOND REFER TORAILING MANUFACTURERSHOP DRAWINGS
A5.19
Sim
EFIS CORNICE MOULDINGREFER TO TRIM SCHEDULE
A
DRAWINGFILE
CHECKED DATE
DRAWING TITLE
REVISION
PROJECT TITLE
DRAWN
key plan
DATENO. REVISION BY
REVISIONS
seal
School of Building TechnologyARCHITECTURAL TECHNOLOGY
PROJECT ADRESS
07/13/20151 WALL SECTIONS SUB. BT
07/27/20152 Detail SUB. BT
08/05/20153 Floor Plan & Elevations (90%)SUB. BT
08/14/20154 Final Submission BT
A5.2 Construction Details
A5.1 Construction Details
A4.2 Wall Sections
A4.1 Wall Sections
A3.2 Elevations
A3.1 Elevations
A2.5 Floor Plan L400
A2.4 Floor Plan L300
A2.3 Floor Plan L200
A2.2 Floor Plan L100
A2.1 Floor Plan L000
A0.0 Cover & Typical Details
A6.1 Enlarged Plans
A7.1 Schedules
Si 1.1 Architectural Site Plan
Si 1.2 Engineering Site Plan
A4.1
Wall Sections
BZT 08/14/15
THE CENTURYEXECUTIVE CENTRE
Branden T.
S-15
450 McCormick Blvd.London Ontario
3/8" = 1'-0"1
SECTION LOBBY
3/8" = 1'-0"2
South Wall 3/8" = 1'-0"
3Small Addition
3
2
1
L100 - ENTRY834'-7 3/4"
U/S STEEL DECK882'-7 3/4"
L200 - FIN. FLOOR841'-1 3/4"
L300 - FIN. FLOOR855'-1 3/4"
L400 - FIN. FLR.ROOF
868'-1 3/4"
L000 - BASEMENT825'-11 3/4"
B/0 FOOTING824'-5 3/4"
8'-8
"6
'-6
"1
4'-0
"1
3'-0
"1
4'-6
"1
'-0
"6
'-2
"
7'-1
"1
'-7
"7
'-1
"6
'-6
"6
'-1
1"
13
'-0
"7
'-0
"5
'-7
7/8
"
8 1
/8"
2" 8
5/8
"
10'-9 1/4"
S100 S100
4"
FL101
FL104
FL100
FL104
FL100
FL102
FL102
FL102
79 SF
ELEVATOR
102
79 SF
ELEVATOR
102
955 SF
CORRIDOR
001
789 SF
CORRIDOR
200
84 SF
CORRIDOR
400
301 SF
LOBBY
101
301 SF
LOBBY
101
94 SF
MACHINE
007
S100
EW102
S100
S100
S100
L100 - ENTRY834'-7 3/4"
L200 - FIN. FLOOR841'-1 3/4"
L300 - FIN. FLOOR855'-1 3/4"
L400 - FIN. FLR.ROOF
868'-1 3/4"
L000 - BASEMENT825'-11 3/4"
B/0 FOOTING824'-5 3/4"
FW202 P100
FL103
EW100-1
FL102
FL102
FL100
2'-0
"1
3'-0
"1
4'-0
"6
'-6
"8
'-8
"
3'-6
"
4'-1
7/1
6"
3'-4
5/8
"
3'-1
0 1
/2"
3'-4
5/1
6"
3'-1
0 3
/16
"
3'-1
1 1
/8"
3'-1
0"
3'-2
"
3'-6
7/8
"
11 TREADS @ 8 1/2"
8'-2 5/8"
13 TREADS @ 1'-0"
13'-0"
10 TREADS @ 1'-0"
10'-0"
10 TREADS @ 1'-0"
10'-4 1/2"
5'-2"
7'-4"
1'-1
3/4
"1
'-7
1/4
"1
2'-3
"7
'-4
"9
"1
2'-5
"8
"7
15
/16
"7
'-4
1/1
6"
210 SF
STAIR
016
210 SF
STAIR
016
210 SF
STAIR
016
7'-9"
FL101
FL100
1'-0
"4
"3
'-5
"4
"
2" 4
"4
'-1
0"
4"
11
"
3'-4
"1
1'-8
"
15
'-0
"
1'-0 3/4"1'-9 5/8"
2'-10 3/8"
A5.18
A5.18
Sim
STEEL PAN STAIRS C/W CONC.TREADS REFER TO MANUFACTURESHOP DRAWINGS
STEEL PAN STAIRS C/W CONC.TREADS REFER TO MANUFACTURESHOP DRAWINGS
STAIR LANDING INTERGATED INTOSTAIR CONSTRUCTION REFERTO MANUFACTURER SHOP DWGS.
EFIS CORNICE MOULDINGREFER TO TRIM SCHEDULE
e3e3.1
L100 - ENTRY834'-7 3/4"
U/S STEEL DECK882'-7 3/4"
L200 - FIN. FLOOR841'-1 3/4"
L300 - FIN. FLOOR855'-1 3/4"
L400 - FIN. FLR.ROOF
868'-1 3/4"
L000 - BASEMENT825'-11 3/4"
B/0 FOOTING824'-5 3/4"
2'-2
"1
4'-6
"1
3'-0
"1
4'-0
"6
'-6
"8
'-8
"
4'-2
"1
1'-8
"
1'-3 3/4"
1'-2
1/2
"
1'-6
"
EW102
EW102
FL104 FL103
FL103FL104
FL100 FL100
FL102
P104
P101
219 SF
WR
002
984 SF
KATE-CHINGCLOTHING
009
1378 SF
LEASEABLE
206
1379 SF
MACON-BANK-BALLANTSCHARTERED
ACCOUNTANTS
203
2082 SF
NEXTGENERATION
DESIGNARCHITECTS
305
172 SF
PVT. OFFICE
401.2
A5.15
Sim
e1 Up2
DRAWINGFILE
CHECKED DATE
DRAWING TITLE
REVISION
PROJECT TITLE
DRAWN
key plan
DATENO. REVISION BY
REVISIONS
seal
School of Building TechnologyARCHITECTURAL TECHNOLOGY
PROJECT ADRESS
07/13/20151 WALL SECTIONS SUB. BT
07/27/20152 Detail SUB. BT
08/05/20153 Floor Plan & Elevations (90%)SUB. BT
08/14/20154 Final Submission BT
A5.2 Construction Details
A5.1 Construction Details
A4.2 Wall Sections
A4.1 Wall Sections
A3.2 Elevations
A3.1 Elevations
A2.5 Floor Plan L400
A2.4 Floor Plan L300
A2.3 Floor Plan L200
A2.2 Floor Plan L100
A2.1 Floor Plan L000
A0.0 Cover & Typical Details
A6.1 Enlarged Plans
A7.1 Schedules
Si 1.1 Architectural Site Plan
Si 1.2 Engineering Site Plan
A4.2
Wall Sections
BZT 08/14/15
THE CENTURYEXECUTIVE CENTRE
Branden T.
S-15
450 McCormick Blvd.London Ontario
3/8" = 1'-0"1
Elevator 3/8" = 1'-0"
2Stair
3/8" = 1'-0"3
North Wall
3
2
1
L100 - ENTRY834'-7 3/4"
eFa
3"
1 3/4"
3 1/8"
2"
8"
4"
4"
4" CONC. S.O.G.
RUNNING BOND BRICK BEYOND
BRICK ACCENT BAND BEYOND
1 3/4" THERMALLY BROKEN ALUM.ENTRANCE DOOR
BARRIER FREE THRESHOLD
4" GRANULAR FILL
COMPACTED BACKFILL
DAMPPROOFING MEMBRANE
1/2
"
2" LT WT CONC. TOPING
8" HOLLOW CORE SLAB
1'4" C.I.P. CONC. FOUNDATION
1/2" GYPSUM WALL BOARD
3 5/8" METAL STUDSC/W BATT INSULATION
S.S. DOOR THRESSHOLD DRAIN
L400 - FIN. FLR.ROOF
868'-1 3/4"
1 1/4"1"5"1/2"6"1/2"2 3/16"
3"
4 1
/2"
2"
3 1
/2"
1 1
/2"
1 1/4" ACM PANEL
1" AIR SPACE
5" CLOSED CELL SPRAY FOAM INSULATION
18ga HORIZ. GALV. ADJ. Z GIRT @ 1'4" O/C
18ga GALV. GUSSET CLIP @ 4'-0" O/C
PRE FINISHED METAL FLASHING
CONC. GRAVEL STOP REFER TOMANUFACTURE DWGS
PRE MANUFACTURED GREEN ROOF
5 1/2" RIGID INSULATION, 2 LAYERS
1 1/2" COMPOSITE STEEL DECK
OWSJ BEYOND
6" STEEL STUDSC/W BATT INSULATION
1/2" EXTERIOR GRADE SHEATHING
EPDM ROOFING MEMBRANE,WRAP UP SHEATHING 3'-0" MIN.
OWSJ EMBEDDED INTOCONC. BEYOND
C.I.P. CONC.
UpB
U/S STEEL DECK882'-7 3/4"
1'-5 1/8"
2'-0
"1
"2
'-1
1/2
"
4'-2
1/2
"
4"1"1'-7"
2'-0"
1'-0
"2
1/8
"4
1/2
"
2"
3 1
/2"
1 1
/2"
8"
4 5
/8"
3 5
/8"
1/2
"
5"1"
1 1
/4"
1 1/4"
1"
5 1/2"6"
1/2"
ACM PANELS
1" AIR SPACE
18ga HORIZ. GALV. ADJ.Z-GIRTS @ 1'4" O/C
18ga GALV. GUSSET CLIP@ 4'-0" O/C
5" CLOSED CELL SPRAYFOAM INSULATION
STRUCT. STEELCHANNEL REFER TOSTRUCT. DRAWINGS
1/2" EXTERIOR GRADESHEATHING
STEEL STUD INFILL
TYP. ACM PANEL REVEAL
18ga GALV. STEEL ANGLE
WRAP ACM OVER PARAPET
EPDM ROOFING MEMBRANEWRAPPED OVER PARAPET
1'-1
"
PRE MANUFACTUREDGREEN ROOF
5 1/2" RIGID INSULATION2 LAYERS
C.I.P. CONC.
6" STEEL STUDS
UpB
L200 - FIN. FLOOR841'-1 3/4"
EXIST. CONC. SLAB
4" LT WT CONC. TOPING
EXIST. CONC. PERIMETER BEAM
1/2" GYPSUM WALL BOARD
6" STEEL STUDS1/2" EXTERIOR GRADE SHEATHING
5" CLOSED CELL SPRAY FOAM INSULATION
1" AIR SPACE
3 5/8" RUNNING BOND BRICK
PRE FINISHED THROUGH WALLFLASHING
BRICK SHELF ANGLE C/W PRE MANUFACTUREDSTEEL BRACKET FASTENED TO EXIST. CONCPERIMETER BEAMTRANSITION MEMBRANE
CAULKING AND BACKER ROD
CURTAIN WALL SYSTEM
9"
5"
4"
1/2" 6" 1/2" 5" 1"3 5/8"
1'-0 1/2" 6" 3 5/8"
e4
eFa
1/2"3 1/4"
1/2"
1/2"
6"5"1/2"
2'-9
"
5 1/2" 6" 1/2"
11
1/8
"3
5/8
"
1/2
"3
/4"
1 1
/4"
7 1
/4"
2"
3 1
/2"
1 1
/2"
CURTAIN WALL SYSTEM
WALL BEYOND
PRE FINISHED METAL FLASHING
PARAPET BEYOND
6" STEEL STUDS C/W 1/2" EXTERIORGRADE SHEATHING BOTH SIDES
EPDM MEMBRANE WRAPPED OVERPARAPET TO SOFFIT
5 1/2" RIGID INSULATIONW LAYERS
SELF SUPPORTING STEELSTRUCTURE REFER TO STRUCT.DRAWINGS
3 5/8" STEEL STUD INFILL
1/2" EXTERIOR GRADE SHEATHING
3/4" GALV. Z-GIRTS
1/2" CONT. INSECT SCREEN
WALL BEYOND
CURTAIN WALL SYSTEM
3/4" P. LAM. WINDOW SILL
1/2" GYPSUM WALL BOARD
6" STEEL STUDS C/WBATT INSULATION
CURTAIN WALL SPANDREL PANEL
UpC
L400 - FIN. FLR.ROOF
868'-1 3/4"
9"
9"
3 1
/2"2
"4
1/2
"1
1 1
3/1
6"
2 3
/16
"
1'-0" 1/2" 5"
1"
3 5/8" 4" 5" 8"
WEEP VENT EVERY 3 BRICKS
PRE FINISHED METALCAP FLASHING
EIFS PARAPET TRIMREFER TO TRIM SCHEDULE
1/2" PLY WOOD SHEATHING
18ga GALV. HORIZ. ADJ. Z-GIRTS@ 1'-4" O/C MAX.
3 5/8" RUNNING BOND BRICKS
5" CLOSED CELL SPRAYFOAM INSULATION
EXISTING CONC. PERIMETER BEAM
EPDM MEMBRANE WRAPPEDOVER PARAPET
6" STEEL STUDS C/W BATT INSUL.
1/2" EXTERIOR GRADE SHEATHING
PRE MANUFACTURED GREEN ROOFSYSTEM, REFER TO SHOP DWGNS
4" RIGID INSUL. 2 LAYERS
EXISTING CONC. SLAB
1'-8 5/8" 1'-1"
2'-9 5/8"
e4
L300 - FIN. FLOOR855'-1 3/4"
1'-9 1/2"
1'-4"1 1/2"4"
2"
1'-0
"1
1/2
"3
1/2
"
2"
2" 1/2" 6" 1/2" 5" 7" 1 1/4"
1 1/4"7"5"1/2"6"1/2"
1 1/2"6" 1'-0 3/4"
PRE MANUFACTURED RAILING
ACM PANEL
RAILING ATTACHED TO STRUCT.H.S.S., SEAL AROUND ACM
18ga GALV. Z-GIRTS, 2 LAYERS
5" CLOSED CELL SPRAY FOAMINSULATION
1/2" EXTERIOR GRADE SHEATHING
18ga GALV GUSSET CLIP@ 4'-0" O/C
TYP. ACM PANEL REVEAL
18ga GALV. STEEL ANGLE
TRANSITION MEMBRANE
CAULKING AND BACKER ROD
CURTAIN WALL SYSTEM
PARAPET BEYOND
ACM PANEL
1/2
"
ALLOW WATER TO DRAIN TODRAINAGE LAYER
PRECAST PAVERS ON STAND OFFS
EPDM ROOFING MEMBRANE
5 1/2" RIGID INSULATION2 LAYERS
1 1/2" COMPOSITESTEEL DECKING
STRUCTURAL FRAMING REFERTO STRUCT.DRAWINGS
1/2" GYPSUM WALL BOARD
6" STEEL STUDS
A
L300 - FIN. FLOOR855'-1 3/4"
3'-0
1/8
"
3'-6
7/8
"4
"5
"
3/4"
TYP.
3 1/4"
TYP.
8"
TYP.
1'-1"
TYP
1"
2 1/2" STAINLESS STEEL GUARD
1 1/2" STAINLESS STEEL RAILING
3/4" PAINTED STEEL BALUSTRADES
EXIST. CONC. COLUMN BEYOND
STEEL STRINGER BEYOND
C.I.P. CONC. NOISING
4" LT WT C.I.P. CONC.
EXIST. CONC. SLAB
STEEL SHOE FASTENED TO EXIST. CONC.W/ 1/2" EPOXIED BOLT
STEEL STAIR RISER
e3
6 3
/4"
1'-7
1/2
"1
/2"
7" 6" 3 5/8"
1/2" 6"
1/2"
5"
1"
3 5/8"1 15/16"
PRE FINISHED THROUGHWALL FLASHING
BRICK SHELF ON PRE MANUFACTUREDSTEEL BRACKET
WEEP VENT EVERY 3 BRICKS
3 5/8" RUNNING BOND BRICKS
1" AIR SPACE
5" CLOSED CELL SPRAYFOAM INSULATION
PRE CAST WINDOW HEAD BLOCK
CAULKING AND BACKER ROAD
LOW EXPANSION SPRAY FOAM
CURTAIN WALL SYSTEM
1/2" EXTERIOR GRADE SHEATHING
6" STEEL STUDS
1/2" GYPSUM WALL BOARD
STRUCT. C CHANNEL FASTENED TOCOLUMN BEYOND
PRE MANUFACTURED STEEL BRACKETFASTENED TO C CHANNELTHROUGH SHEATHING
STEEL STUDS AROUND C CHANNEL
1/2" GYPSUM WALL BOARD
CAULKING
TRANSITION MEMBRANE
1
DRAWINGFILE
CHECKED DATE
DRAWING TITLE
REVISION
PROJECT TITLE
DRAWN
key plan
DATENO. REVISION BY
REVISIONS
seal
School of Building TechnologyARCHITECTURAL TECHNOLOGY
PROJECT ADRESS
07/13/20151 WALL SECTIONS SUB. BT
07/27/20152 Detail SUB. BT
08/05/20153 Floor Plan & Elevations (90%)SUB. BT
08/14/20154 Final Submission BT
A5.2 Construction Details
A5.1 Construction Details
A4.2 Wall Sections
A4.1 Wall Sections
A3.2 Elevations
A3.1 Elevations
A2.5 Floor Plan L400
A2.4 Floor Plan L300
A2.3 Floor Plan L200
A2.2 Floor Plan L100
A2.1 Floor Plan L000
A0.0 Cover & Typical Details
A6.1 Enlarged Plans
A7.1 Schedules
Si 1.1 Architectural Site Plan
Si 1.2 Engineering Site Plan
A5.1
Construction Details
BZT 08/14/2015
THE CENTURYEXECUTIVE CENTRE
BRANDEN T.
S-15
450 McCormick Blvd.London Ontario
1" = 1'-0"1
Entrance Threshold Detail 2.11 1" = 1'-0"
3Low To High Connection Detail 2.6
1" = 1'-0"5
ACM Parapet Detail 2.7
1" = 1'-0"6
Shelf Angle to Existing Detail 2.2
1" = 1'-0"7
Canopy Conection Detail 2.9
1" = 1'-0"9
EFIS Parapet Detail 2.8 1" = 1'-0"
10Walkout Railing
1" = 1'-0"8
Callout of Stair Detail 2.4
1" = 1'-0"2
Shelf Angle At New Construction Detail 2.1
2'-7 1/2"
2'-1
1 1
/2"
6 1/8"
3 1
/2"
1 1
/8"
5"
1/2
"6
"1
/2"
1'-0
"
1'-0" 1/2" 6" 1/2"
4 13/16"
1 5/16"
3 5/16"
5 1/2" 6"
6"
1 9
/16
"
CURTAIN WALL SYSTEM
LOW EXPANSION SPRAY FOAM
CAULKING AND BACKER ROD
3 5/8" SIMULATED STONE VINEER
1" AIR SPACE
5" CLOSED CELL SPRAY FOAM INSULATION
1/2" EXTERIOR GRADE SHEATHING
6" STEEL STUDS
1/2" GYPSUM WALL BOARD
EXISTING CONC. COLUMN
CURTAIN WALLSYSTEM
TRANSITION MEMBRANE
eF
e4
7" 6" 3 5/8" 1 11/16"
1/2" 6" 1/2" 5" 1" 3 5/8"
1 11/16"3/8"
4"
8"
1/2
"
YELLOW MASONRY
RED MASONRY BAND
1" AIR SPACE
5" SPRAY FOAM INSULATION
1/2" EXTERIOR GRADE SHEATHING
PRECAST CONC. HEADREFER TO ELEVATION
PRE FINISHED METALTHRU FLASHING
PRE MANUFACTURE STEELSHELF ANGLE
TRANSITION MEMBRANE
ALUM. WINDOW
6" METAL STUDS
1/2" GYPSUM WALL BOARD
GYPSUM WALL BOARDBEYOND
7" 6" 3 5/8"1"
1"
1/2" 6" 1/2" 5" 1" 3 5/8" 1"
2 1
/2"
1/2
"
YELLOW MASONRY
1" AIR SPACE
5" SPRAY FOAM INSULATION
TRANISTION MEMBRANE
1/2" EXTERIOR GRADE SHEATHING
PRE CAST SILL REFERTO ELEVATIONS
PRE FINISHED METALWINDOW FLASHING
CAULKING
ALUM. WINDOW
6" STEEL STUDS
1/2" GYPSUM WALL BOARD
3/4" PLY WOOD W/ P.LAM SILL
CAULKING
4 5
/8"
6"
7"
1"
3 5
/8"
1"
5"
1/2
"6
"1
/2"
1/2"
L400 - FIN. FLR.ROOF
868'-1 3/4"
9"
1'-4
"7
"4
9/1
6"
5" 8 1/8"
PRE MANUFACTUREDACRYLIC SKYLIGHT
SKYLIGHT WALL BEYOND
10" C.I.P. CONC. CURB
SKYLIGHT MEMBRANE EPDMTYPE, HEAT SEALED TOROOFING MEMBRANE 1' 6" LAP MIN.
EPDM ROOFING MEMBRANE
5 1/2" RIGID INSULATION 2 LAYERS
PRE MANUFACTURED GREENROOF SYSTEM
EXIST. CONC SLAB
1'-1
"
PRE FINISHED METAL FLASHING
GYPSUM WALL BOARD C/W7/8" FURRING CHANEL
STEEL STUDS TO DROP CEILING
DRAWINGFILE
CHECKED DATE
DRAWING TITLE
REVISION
PROJECT TITLE
DRAWN
key plan
DATENO. REVISION BY
REVISIONS
seal
School of Building TechnologyARCHITECTURAL TECHNOLOGY
PROJECT ADRESS
07/13/20151 WALL SECTIONS SUB. BT
07/27/20152 Detail SUB. BT
08/05/20153 Floor Plan & Elevations (90%)SUB. BT
08/14/20154 Final Submission BT
A5.2 Construction Details
A5.1 Construction Details
A4.2 Wall Sections
A4.1 Wall Sections
A3.2 Elevations
A3.1 Elevations
A2.5 Floor Plan L400
A2.4 Floor Plan L300
A2.3 Floor Plan L200
A2.2 Floor Plan L100
A2.1 Floor Plan L000
A0.0 Cover & Typical Details
A6.1 Enlarged Plans
A7.1 Schedules
Si 1.1 Architectural Site Plan
Si 1.2 Engineering Site Plan
A5.2
Construction Details
BZT 08/14/2015
THE CENTURYEXECUTIVE CENTRE
Branden T.
S-15
450 McCormick Blvd.London Ontario
1" = 1'-0"1
Plan Detail Coner Collumn 2.3
1 1/2" = 1'-0"2
Window Head Detail 2.10
1 1/2" = 1'-0"3
Window Sill Detail 2.10
1 1/2" = 1'-0"4
Window Jamb Detail 2.10
1" = 1'-0"5
Skylight Trans. Detail 2.5
LOW EXPANSION SPRAY FOAM
CAULKING AND BACKER ROD
TRANSITION MEMBRANE
YELLOW MASONRY
1" AIR SPACE
5" SPRAY FOAMINSULATION
1/2" EXTERIOR GRADESHEATHINGTRANS. MEMBRANE
PRE CAST SILL
ALUM. WINDOW
CAULKING AND BACKER ROD
LOW EXPANSION FOAM
CAULKING
GYPSUM WALL BOARD
6" STEEL STUDS
1/2" GYPSUM WALLBOARD
eE
e2
e1
3
21
'-0
"
2'-6
"
232 SF
WR
003
219 SF
WR
002
955 SF
CORRIDOR
001
56 SF
U.WR
004
41 SF
CH
005
930 SF
RAN$OMCLOTHIER
011
004
005
003
002
2'-6
"
2'-6"
3'-0
13
/16
"
4'-10 3/8" 2'-11" 2'-11" 1'-5" 3'-1" 1'-8 3/8"
3 5/8"
4'-8 3/8"
4'-10 3/8" 2'-11" 2'-11" 2'-11" 3'-3 3/8" 3 5/8" 4'-8 3/8"
2'-0
"3
'-9
"5
'-0
"1
'-5
1/4
"5
'-0
"3
'-1
9/1
6"
2'-0
"
6'-9
"1
'-5
1/4
"6
'-9
3/4
"
10'-6 3/8"
10'-6 3/8"
1'-6"
1'-7
"
7'-1
0 3
/16
"
7'-2 3/8"
5'-2 3/8"
7'-1
0 3
/16
"
eE
e2
e1
21
'-0
"
2'-6
"
2'-6
"
202
201
159 SF
WR.
201
154 SF
WR.
202
789 SF
CORRIDOR
200
2'-0
"3
'-6
3/8
"5
'-0
"1
'-5
1/4
"5
'-0
"3
'-2
9/1
6"
2'-0
"
6'-0
"6
'-0
"
4'-8 3/4" 2'-11" 2'-11 3/16"
7 5/8"
4'-4 3/8"
4'-9 3/16" 2'-11" 2'-10 3/16"
7 5/8"
4'-4 3/8"
3'-4"
1'-6"
1'-6"
e2
eFaeF
3
Up2
UP
DN
103
103.1
6'-8 1/2" 9'-0" 2'-7" 1'-4" 5'-4 13/16"
5'-4" 13'-0" 6'-8 5/16"
4'-1
0 1
/4"
1'-5
1/2
"4
'-1
0 1
/4"
1'-1
0 9
/16
"
3'-0
13
/16
"
2'-6
"
100.1 100
79 SF
ELEVATOR
102
44 SF
VEST.
100
301 SF
LOBBY
101
285 SF
STAIR
103
1'-0
"4
'-3
"
1'-0" 10'-9 1/4" 1'-0" 12'-9 3/4"
1'-0
"7
'-4
"1
'-0
"5
'-1
0"
5'-4
"1
0 1
/16
"
FRR 1HR
FRR 1HR
FRR 1HR
eA eB
e36
'-0
"
9 T
READ
S @
1' -
0"
9'-1
"5
'-2
1/8
"3
'-0
"
6 3/4" 4'-4 1/2" 4 3/4" 6'-4"
6"
UP
016.3
12'-8"
4'-4
1/2
"
10'-3 1/2"
7"
210 SF
STAIR
016
FRR 1HR
FRR 1HR
eA eB
e3
e3.1
016.4
DN
1'-6
1/2
"5
'-2
"
10 T
READ
S @
1' -
0"
10
'-0
"9
1/4
"7
'-2
11
/16
"
9 T
READ
S @
1' -
0"
9'-1
"6
'-1
"1
'-6
1/2
"
6'-11 1/4" 5'-2 7/16"
7"
210 SF
STAIR
016
FRR 1HR
FRR 1HR
DRAWINGFILE
CHECKED DATE
DRAWING TITLE
REVISION
PROJECT TITLE
DRAWN
key plan
DATENO. REVISION BY
REVISIONS
seal
School of Building TechnologyARCHITECTURAL TECHNOLOGY
PROJECT ADRESS
07/13/20151 WALL SECTIONS SUB. BT
07/27/20152 Detail SUB. BT
08/05/20153 Floor Plan & Elevations (90%)SUB. BT
08/14/20154 Final Submission BT
A5.2 Construction Details
A5.1 Construction Details
A4.2 Wall Sections
A4.1 Wall Sections
A3.2 Elevations
A3.1 Elevations
A2.5 Floor Plan L400
A2.4 Floor Plan L300
A2.3 Floor Plan L200
A2.2 Floor Plan L100
A2.1 Floor Plan L000
A0.0 Cover & Typical Details
A6.1 Enlarged Plans
A7.1 Schedules
Si 1.1 Architectural Site Plan
Si 1.2 Engineering Site Plan
A6.1
Enlargered Floor Plan
BZT 08/14/15
THE CENTURYEXECUTIVE CENTRE
Branden T.
S-15
450 McCormick Blvd.London Ontario
1/4" = 1'-0"1
Callout of L000 - BASEMENT 1/4" = 1'-0"
2Callout of L200 - FIN. FLOOR
1/4" = 1'-0"3
Callout of L100 - ENTRY
1/4" = 1'-0"4
Callout (2) of L200 - FIN. FLOOR 1/4" = 1'-0"
5Callout of L300 - FIN. FLOOR
SINGLE CURTAIN WALL, REFER TO CURTIAN WALL SCHEDULE
DOUBLE CURTAIN WALL, REFER TO CURTIAN WALL SCHEDULE
DOUBLE FLUSH, REFER TO SCHEDULE FOR SIZE
SINGLE FLUSH, REFER TO SCHEDULE FOR SIZE
SINGLE GLASS, REFER TO SCHEDULE FOR SIZE
5"
11 1/2"
1"11 1/2"
5"
9"
1'-4
3/4
"
1"
1'-4
3/4
"
1"
1'-4
3/4
"
1"
1'-2
3/4
"7
"
DRAWINGFILE
CHECKED DATE
DRAWING TITLE
REVISION
PROJECT TITLE
DRAWN
key plan
DATENO. REVISION BY
REVISIONS
seal
School of Building TechnologyARCHITECTURAL TECHNOLOGY
PROJECT ADRESS
07/13/20151 WALL SECTIONS SUB. BT
07/27/20152 Detail SUB. BT
08/05/20153 Floor Plan & Elevations (90%)SUB. BT
08/14/20154 Final Submission BT
A5.2 Construction Details
A5.1 Construction Details
A4.2 Wall Sections
A4.1 Wall Sections
A3.2 Elevations
A3.1 Elevations
A2.5 Floor Plan L400
A2.4 Floor Plan L300
A2.3 Floor Plan L200
A2.2 Floor Plan L100
A2.1 Floor Plan L000
A0.0 Cover & Typical Details
A6.1 Enlarged Plans
A7.1 Schedules
Si 1.1 Architectural Site Plan
Si 1.2 Engineering Site Plan
A7.1
Schedules
BZT 08/14/15
THE CENTURYEXECUTIVE CENTRE
Branden T.
S-15
450 McCormick Blvd.London Ontario
Door Schedule
Mark Family and Type Fire Rating Width FinishHeadHeight Comments
Curtain Wall Sgl Glass: Curtain Wall Sgl Glass
103.1 Curtain Wall Sgl Glass: Curtain Wall Sgl Glass 0HR 3'-4" Glass
204 Curtain Wall Sgl Glass: Curtain Wall Sgl Glass 0HR 3'-2 3/4"
205 Curtain Wall Sgl Glass: Curtain Wall Sgl Glass 0HR 3'-2 3/4"
206 Curtain Wall Sgl Glass: Curtain Wall Sgl Glass 0HR 3'-2 3/4"
207 Curtain Wall Sgl Glass: Curtain Wall Sgl Glass 0HR 3'-2 3/4"
208 Curtain Wall Sgl Glass: Curtain Wall Sgl Glass 0HR 3'-2 3/4"
303 Curtain Wall Sgl Glass: Curtain Wall Sgl Glass 0HR 3'-4 3/4"
304 Curtain Wall Sgl Glass: Curtain Wall Sgl Glass 0HR 3'-2 3/4"
305 Curtain Wall Sgl Glass: Curtain Wall Sgl Glass 0HR 3'-2 3/4"
306 Curtain Wall Sgl Glass: Curtain Wall Sgl Glass 0HR 3'-2 3/4"
Curtain Wall Sgl Glass: Curtain Wall Sgl Glass: 10
Curtain Wall-Store Front-Dbl: Store Front Double Door
009 Curtain Wall-Store Front-Dbl: Store Front Double Door 0HR 5'-7" Glass
010 Curtain Wall-Store Front-Dbl: Store Front Double Door 0HR 6'-0" Glass
011 Curtain Wall-Store Front-Dbl: Store Front Double Door 0HR 5'-7" Glass
013 Curtain Wall-Store Front-Dbl: Store Front Double Door 0HR 5'-7" Glass
014 Curtain Wall-Store Front-Dbl: Store Front Double Door 0HR 5'-7" Glass
015 Curtain Wall-Store Front-Dbl: Store Front Double Door 0HR 5'-7" Glass
016 Curtain Wall-Store Front-Dbl: Store Front Double Door 0HR 6'-8 1/2" Glass
100 Curtain Wall-Store Front-Dbl: Store Front Double Door 0HR 6'-1 3/4" Glass
100.1 Curtain Wall-Store Front-Dbl: Store Front Double Door 0HR 5'-10 1/2" Glass
203 Curtain Wall-Store Front-Dbl: Store Front Double Door 0HR 5'-9" Glass
401.5A Curtain Wall-Store Front-Dbl: Store Front Double Door 0HR 3'-9 1/8" Glass
Curtain Wall-Store Front-Dbl: Store Front Double Door: 11
Double-Flush: 72" x 78"
006 Double-Flush: 72" x 78" 6'-0" Paint 6'-6"
Double-Flush: 72" x 78": 1
Double-Flush: 72" x 84"
006.1 Double-Flush: 72" x 84" 6'-0" Paint 5'-6"
006.2 Double-Flush: 72" x 84" 6'-0" Paint 7'-0"
016.2 Double-Flush: 72" x 84" 6'-0" Paint 7'-0"
016.3 Double-Flush: 72" x 84" 6'-0" Paint 7'-0"
103.2 Double-Flush: 72" x 84" 6'-0" Paint 7'-0"
103.3 Double-Flush: 72" x 84" 6'-0" Paint 7'-0"
103.4 Double-Flush: 72" x 84" 6'-0" Paint 7'-0"
Double-Flush: 72" x 84": 7
Single-Flush: 34" x 84"
201 Single-Flush: 34" x 84" 2'-10" Paint 7'-0"
202 Single-Flush: 34" x 84" 2'-10" Paint 7'-0"
Single-Flush: 34" x 84": 2
Single-Flush: 36" x 80"
007 Single-Flush: 36" x 80" 3'-0" Paint 5'-2"
008 Single-Flush: 36" x 80" 3'-0" Paint 5'-2"
Single-Flush: 36" x 80": 2
Single-Flush: 36" x 84"
002 Single-Flush: 36" x 84" 1HR 3'-0" Paint 7'-0"
003 Single-Flush: 36" x 84" 1HR 3'-0" Paint 7'-0"
004 Single-Flush: 36" x 84" 1HR 3'-0" Paint 7'-0"
005 Single-Flush: 36" x 84" 1HR 3'-0" Paint 7'-0"
016.4 Single-Flush: 36" x 84" 1HR 3'-0" Paint 7'-0"
103 Single-Flush: 36" x 84" 1HR 3'-0" Paint 7'-0"
103.5 Single-Flush: 36" x 84" 1HR 3'-0" Paint 7'-0"
301 Single-Flush: 36" x 84" 1HR 3'-0" Paint 7'-0"
302 Single-Flush: 36" x 84" 1HR 3'-0" Paint 7'-0"
400.1 Single-Flush: 36" x 84" 1HR 3'-0" Paint 7'-0"
401.5 Single-Flush: 36" x 84" 1HR 3'-0" Paint 7'-0"
401.6 Single-Flush: 36" x 84" 1HR 3'-0" Paint 7'-0"
401.7 Single-Flush: 36" x 84" 1HR 3'-0" Paint 7'-0"
Single-Flush: 36" x 84": 13
Single-Glass 2: 34" x 84"
304.2 Single-Glass 2: 34" x 84" 0HR 2'-10" Glass 7'-0"
304.3 Single-Glass 2: 34" x 84" 0HR 2'-10" Glass 7'-0"
304.4 Single-Glass 2: 34" x 84" 0HR 2'-10" Glass 7'-0"
304.5 Single-Glass 2: 34" x 84" 0HR 2'-10" Glass 7'-0"
304.6 Single-Glass 2: 34" x 84" 0HR 2'-10" Glass 7'-0"
401.2 Single-Glass 2: 34" x 84" 0HR 2'-10" Glass 7'-0"
Single-Glass 2: 34" x 84": 6
Single-Glass 2: 36" x 84"
306.2 Single-Glass 2: 36" x 84" 0HR 3'-0" Paint 7'-10 1/8"
401 Single-Glass 2: 36" x 84" 0HR 3'-0" Glass 7'-0"
Single-Glass 2: 36" x 84": 2
Single-Panel 2: 30" x 80"
401.1 Single-Panel 2: 30" x 80" 2'-6" Paint 6'-8"
Single-Panel 2: 30" x 80": 1
Single-Panel 2: 36" x 80"
401.3 Single-Panel 2: 36" x 80" 3'-0" Paint 6'-8"
401.4 Single-Panel 2: 36" x 80" 3'-0" Paint 6'-8"
Single-Panel 2: 36" x 80": 2
Single-Panel 2: 36" x 84"
401.2A Single-Panel 2: 36" x 84" 3'-0" Paint 7'-0"
Single-Panel 2: 36" x 84": 1
Grand total: 58
Room Schedule
Level Number Name Department Area Wall FinishCeilingMaterial Floor Finish Comments
L000 - BASEMENT
L000 - BASEMENT 001 CORRIDOR PUBLIC 955 SF Paint ACT. Polished Conc.
L000 - BASEMENT 002 WR PUBLIC 219 SF Paint ACT. Polished Conc.
L000 - BASEMENT 003 WR PUBLIC 232 SF Paint ACT. Polished Conc.
L000 - BASEMENT 004 U.WR PUBLIC 56 SF Paint ACT. Polished Conc.
L000 - BASEMENT 005 CH PUBLIC 41 SF Paint ACT. Polished Conc.
L000 - BASEMENT 006 MECH. PRIVATE 400 SF Paint Exposed Conc.
L000 - BASEMENT 007 MACHINE PRIVATE 94 SF Paint Exposed Conc.
L000 - BASEMENT 008 COM. PRIVATE 75 SF Paint Exposed Conc.
L000 - BASEMENT 009 KATE-CHING CLOTHING LEASABLE 984 SF Paint ACT. Carpet Tile
L000 - BASEMENT 010 HIM TORTANS LEASABLE 1112 SF Paint ACT. Ceramic Tile
L000 - BASEMENT 011 RAN$OM CLOTHIER LEASABLE 930 SF Paint ACT. Carpet Tile
L000 - BASEMENT 013 LEASEABLE LEASABLE 494 SF Paint Finishes TBD
L000 - BASEMENT 014 RTN FRUITS MEDIA LEASABLE 662 SF Paint ACT. Carpet Tile
L000 - BASEMENT 015 LEASABLE LEASABLE 962 SF Paint Finishes TBD
L000 - BASEMENT 016 STAIR PUBLIC 210 SF Paint Exposed Polished Conc.
L000 - BASEMENT 102 ELEVATOR PUBLIC 79 SF N/A N/A N/A
L000 - BASEMENT 103 STAIR PUBLIC 285 SF Paint Exposed Polished Conc.
L100 - ENTRY
L100 - ENTRY 100 VEST. PUBLIC 44 SF Paint GWB Polished Conc.
L100 - ENTRY 101 LOBBY PUBLIC 301 SF Paint Exposed Polished Conc.
L200 - FIN. FLOOR
L200 - FIN. FLOOR 200 CORRIDOR PUBLIC 789 SF Paint ACT. Polished Conc.
L200 - FIN. FLOOR 201 WR. PUBLIC 159 SF Paint ACT. Polished Conc.
L200 - FIN. FLOOR 202 WR. PUBLIC 154 SF Paint ACT. Polished Conc.
L200 - FIN. FLOOR 203 MACON-BANK-BALLANTSCHARTERED ACCOUNTANTS
PUBLIC 1379 SF Paint ACT. Carpet Tile
L200 - FIN. FLOOR 204 COUNCIL LING MD LEASABLE 1060 SF Paint ACT. Carpet Tile
L200 - FIN. FLOOR 205 WEALTHIER-BILLDER FINANCIAL LEASABLE 780 SF Paint ACT.
L200 - FIN. FLOOR 206 LEASEABLE LEASABLE 1378 SF Paint Finishes TBD
L200 - FIN. FLOOR 207 LEASEABLE LEASABLE 846 SF Finishes TBD
L200 - FIN. FLOOR 208 LEASEABLE LEASABLE 939 SF Finishes TBD
L300 - FIN. FLOOR
L300 - FIN. FLOOR 301 WR. PUBLIC 159 SF Paint ACT. Polished Conc.
L300 - FIN. FLOOR 302 WR. PUBLIC 154 SF Paint ACT. Polished Conc.
L300 - FIN. FLOOR 303 GRATEZ - DEELER REAL-ESTATEBROKERS
LEASABLE 1267 SF Paint ACT. Carpet Tile
L300 - FIN. FLOOR 304 RECPT. LEASABLE 313 SF Paint ACT. Carpet Tile
L300 - FIN. FLOOR 304.1 OPEN OFFICE LEASABLE 956 SF Paint ACT. Carpet Tile
L300 - FIN. FLOOR 304.2 LUNCH ROOM LEASABLE 116 SF Paint ACT. Hardwood
L300 - FIN. FLOOR 304.3 PART. OFF. LEASABLE 125 SF Paint ACT. Carpet Tile
L300 - FIN. FLOOR 304.4 PART. OFF. LEASABLE 126 SF Paint ACT. Hardwood
L300 - FIN. FLOOR 304.5 BOARD RM. LEASABLE 165 SF Paint ACT. Hardwood
L300 - FIN. FLOOR 304.6 PART. OFF. LEASABLE 125 SF Paint ACT. Hardwood
L300 - FIN. FLOOR 305 NEXT GENERATION DESIGNARCHITECTS
LEASABLE 2082 SF Paint ACT. Carpet Tile
L300 - FIN. FLOOR 306 LEASEABLE LEASABLE 1512 SF Finishes TBD
L400 - FIN. FLR. ROOF
L400 - FIN. FLR. ROOF 400 CORRIDOR PUBLIC 84 SF Paint ACT. Polished Conc.
L400 - FIN. FLR. ROOF 400.1 CLOSET LEASABLE 42 SF Paint ACT. Polished Conc.
L400 - FIN. FLR. ROOF 401 RECPT. LEASABLE 151 SF Paint ACT. Hardwood
L400 - FIN. FLR. ROOF 401.1 CORRIDOR LEASABLE 162 SF Paint ACT. Carpet Tile
L400 - FIN. FLR. ROOF 401.2 PVT. OFFICE LEASABLE 172 SF Paint ACT. Hardwood / slate
L400 - FIN. FLR. ROOF 401.2A ENSUITE LEASABLE 91 SF Paint ACT. Slate
L400 - FIN. FLR. ROOF 401.3 WR. LEASABLE 148 SF Paint ACT. Ceramic Tile
L400 - FIN. FLR. ROOF 401.4 WR. LEASABLE 154 SF Paint ACT. Ceramic Tile
L400 - FIN. FLR. ROOF 401.5 STAFF / MEETING LEASABLE 264 SF Paint ACT. Hardwood
L400 - FIN. FLR. ROOF 401.6 NURSE LEASABLE 138 SF Paint ACT. Carpet Tile
L400 - FIN. FLR. ROOF 401.7 OR LEASABLE 213 SF Paint ACT. Terrazo Non-Absorbing
1/4" = 1'-0"Door Legend
G1 G2 G3 G4 G5 G6 G7
G-A
G-B
G-C
G-D
G-E
G-F
G-G
G-H
G-I
G-J
17'-0" 25'-0" 17'-0" 17'-0" 25'-0" 17'-0"
26
'-6
"2
0'-0
"2
0'-0
"2
0'-0
"2
0'-0
"2
0'-0
"2
0'-0
"2
0'-0
"2
6'-0
"
FTG "A"
FTG "A"
FTG "A"
FTG "A"
FTG "A"
FTG "A"
FTG "A"
FTG "A"
FTG "A"
FTG "A"
FTG "A"
FTG "A"
FTG "A"
FTG "A"
FTG "A"
FTG "A"
FTG "A"
FTG "A"
FTG "A"
FTG "A"
FTG "A"
FTG "A"
FTG "A"
FTG "A"
FTG "A"
FTG "A"
FTG "A"
FTG "A"
FTG "A"
FTG "A"
FTG "A"
FTG "A"
FTG "A"
FTG "A"
FTG "A"
FTG "A"
FTG "A"
FTG "A"
FTG "A"
FTG "A"
FTG "A"
FTG "A"
FTG "A"
FTG "A"
FTG "A"
FTG "A"
FTG "A"
FTG "A"
FTG "A"
FTG "A"
FTG "A"
FTG "A"
FTG "A"
FTG "A"
FTG "A"
FTG "A"
FTG "A"
FTG "A"
FTG "A"
FTG "A"
FTG "A"
FTG "A"
FTG "A"
FTG "A"
FTG "A"
FTG "A"
FTG "A"
FTG "A"
FTG "A"
FTG "A"
FTG "B"
FTG "B"
FTG "B"
FTG "B"
FTG "B"
FTG "B"
FTG "B"
FTG "B"
FTG "B"
FTG "B"
FTG "B"
FTG "B"
FTG "B"
FTG "B"
FTG "B"
FTG "B"
FTG "B"
FTG "B"
FTG "B"
FTG "B"
FTG "B"
FTG "B"
FTG "B"
FTG "B"
FTG "B"
FTG "B"
FTG "B"
FTG "B"
FTG "B"
FTG "B"
FTG "B"
FTG "B"
FTG "B"
FTG "B"
FTG "B"
FTG "B"
8" 8"
29'-10" 119'-4"
8"
8"
19
3'-1
0"
25
'-4
"
25
'-6
"
12
'-5
"
1'-7"
8"
12
'-5
"
1'-7"
2
S1.0
3
S1.0
G-I
4'-0
"
1'-2
"8
'-1
0"
1'-0
"1
'-8
"1
'-4
"
10
'-0
"
3"
3" 3"
3"
3"
Asphalt
C.I.P. Concrete
TYP. 15m Rebar
10
"4
"
45.0
0°
1'-4
"
1'-4"
Asphalt
Compacted Granular Fill
Compacted Coarse Granulat Fill
Cast-in-place concrete
Cast-in-place concrete
15m Rebar TYP.
FTG "A"
G-J
6"
3'-4
"5
'-4
"9
'-3
3/4
"
1'-4
"2
'-1
1 3
/4"
5'-6
"3
'-4
"1
'-2
"4
'-2
"
C.I.P. Concrete
Asphalt
C.I.P. Concrete
Cast-in-place concrete
C.I.P. Concrete
Asphalt
Compacted Granular Fill
Compacted Coarse Granulat Fill
C.I.P. Concrete
S.S. Railing
FTG "B"
DRAWINGFILE
CHECKED DATE
DRAWING TITLE
REVISION
PROJECT TITLE
DRAWN
key plan
DATENO. REVISION BY
REVISIONS
seal
School of Building TechnologyARCHITECTURAL TECHNOLOGY
PROJECT ADRESS
07/13/20151 WALL SECTIONS SUB. BT
07/27/20152 Detail SUB. BT
08/05/20153 Floor Plan & Elevations (90%)SUB. BT
08/14/20154 Final Submission BT
A5.2 Construction Details
A5.1 Construction Details
A4.2 Wall Sections
A4.1 Wall Sections
A3.2 Elevations
A3.1 Elevations
A2.5 Floor Plan L400
A2.4 Floor Plan L300
A2.3 Floor Plan L200
A2.2 Floor Plan L100
A2.1 Floor Plan L000
A0.0 Cover & Typical Details
A6.1 Enlarged Plans
A7.1 Schedules
Si 1.1 Architectural Site Plan
Si 1.2 Engineering Site Plan
S1.0
Structural
BZT 08/13/15
THE CENTURYEXECUTIVE CENTRE
Branden T
S-15
450 McCormick Blvd.London Ontario
3/32" = 1'-0"1
Foundation Plan
1/2" = 1'-0"2
Typ. Interior Column
1/2" = 1'-0"3
Typ. Exterior Column
General Notes:
FOUNDATIONS:1.1 All footings must be carried down to natural undisturbed soil capable of sustaining 200 kPa pressure.
1.2 Soil bearing must be verified by a competant engineer prior to any concrete placement.
1.3 Footings must be a minimum of 1200 mm below the exterior grade for frost protection.
CONCRETE
2.1 All concrete on this project shall have a minimum 28 day compressive strength of 30 MPa.
2.2 All reinforcement is to be grade 400 MPa deformed bars. Details and placement according to the latest R.S.I.C. manual of standard practice.
2.3 Exposed Concrete subjected to freeze/thaw cycles shall contain 6% air entrainment.
2.4 Concrete cover shall be as follows: a) 75mm all locations
2.5 Walls with backfill two sides shall be backfilled and compacted on both sides simultaneously.
2.6 Slabs on grade shall be as per the approved drawings and placed on 150 mm of granular 'A' backfill and a subgrade of 310 mm granular 'B' backfill both layers compacted to 98% proctor density.
FTG A : 36" X 36: X 16" PEIR FOOTINGW/ 20 15M REBAR BOTH WAYS
FTG B : 36" X 16" CONTINOUS FOOTINGW/ 15M BARS EACH WAYS
UP
G1 G2 G3 G4 G5 G6 G7
G-A
G-B
G-C
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G-G
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G-I
G-J
2
S1.0
3
S1.0
17'-0" 25'-0" 17'-0" 17'-0" 25'-0" 17'-0" 8"8"
8"
26
'-6
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6'-0
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"
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"
12
'-5
"
1'-4
"2
2'-1
0"
1'-8
"
12
'-5
"
1'-7"
1'-7"
Rebar
DRAWINGFILE
CHECKED DATE
DRAWING TITLE
REVISION
PROJECT TITLE
DRAWN
key plan
DATENO. REVISION BY
REVISIONS
seal
School of Building TechnologyARCHITECTURAL TECHNOLOGY
PROJECT ADRESS
07/13/20151 WALL SECTIONS SUB. BT
07/27/20152 Detail SUB. BT
08/05/20153 Floor Plan & Elevations (90%)SUB. BT
08/14/20154 Final Submission BT
A5.2 Construction Details
A5.1 Construction Details
A4.2 Wall Sections
A4.1 Wall Sections
A3.2 Elevations
A3.1 Elevations
A2.5 Floor Plan L400
A2.4 Floor Plan L300
A2.3 Floor Plan L200
A2.2 Floor Plan L100
A2.1 Floor Plan L000
A0.0 Cover & Typical Details
A6.1 Enlarged Plans
A7.1 Schedules
Si 1.1 Architectural Site Plan
Si 1.2 Engineering Site Plan
S1.1
Structural
BZT 08/14/15
THE CENTURYEXECUTIVE CENTRE
Branden T.
S-15
450 McCormick Blvd.London Ontario
3/32" = 1'-0"1
Column Plan
16"X16" C
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1/4" = 1'-0"2
Rebar @ Column
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