A2-1 - cSPACE SLAB DETAIL, SEE 2S-03a. 17.FOR TYPICAL STRUCTURAL APRON DETAIL, SEE 2S-03b. 18.FOR...
Transcript of A2-1 - cSPACE SLAB DETAIL, SEE 2S-03a. 17.FOR TYPICAL STRUCTURAL APRON DETAIL, SEE 2S-03b. 18.FOR...
8210
LA
ND
SC
AP
IN
G
T/O LEVEL 1 ELEVATION
10 000 ARCHITECTURAL = 98.340 GEODETIC
MC-2
DC-1
3
19
26
1
4
27
30
3136
CITY SIDEWALK CITY SIDEWALK CITY SIDEWALK
CITY SIDEWALK CITY SIDEWALK
CIT
Y S
ID
EW
AL
K
CIT
Y S
ID
EW
AL
K
16th S
TR
EE
T S
.W
.
17th S
TR
EE
T S
.W
.
29th AVENUE S.W.
CONC. PAVERS,
SEE LANDSCAPING
PARKING AREA. SEE
LANDSCAPING
STAIRCASE / SEAT
WALL. SEE
LANDSCAPING
22435
9160
3705
16350
MAIN
ENTRANCE
1200
SIDEWALK
PROPERTY LINE
LINE OF SETBACK
25
05
LIN
E O
F S
ET
BA
CK
LINE OF ROOF OVER
PR
OP
ER
TY
L
IN
E
PR
OP
ER
TY
L
IN
E
LIN
E O
F S
ET
BA
CK
LIN
E O
F S
ET
BA
CK
LINE OF SETBACK
1200
12
00
1200
1200
22
90
LANDSCAPING
HERITAGE BUILDINGADDITION
WEST PLAZA
EAST PLAZA
PLANTER
PLANTER
54
00
72
00
54
00
NEW CONC. APRON
NEW CONC. APRON
4445
DN
30th AVENUE S.W.
DN
DN
DN
1320
20
CD
NEW CONC. APRON
LINE OF FIRE
FIGHTING ACCESS
LIN
E O
F F
IR
E
FIG
HT
IN
G A
CC
ES
S
NCB
LS
LS
LS
LS
LS
LS
LS
LS
LS
LB
DN
DN
DN
NCB
NCB
NCB
LB
EXTENT OF NEW
CONCRETE SIDEWALK
EXTENT OF NEW
CONCRETE
SIDEWALK
EXTENT OF NEW
CONCRETE SIDEWALK
EXTENT OF NEW
CONCRETE SIDEWALK
EXTENT OF MUNICIPAL RESERVE (SEPARATE CONTRACT - SHOWN FOR
INFORMATION ONLY) SEE LANDSCAPING
RETAINING WALL. SEE
LANDSCAPING
PYLON SIGNAGE.
SEE WAYFINDING &
SIGNAGE
FENCED PLAY AREA.
SEE LANDSCAPING
CONTRACTOR
STAGING AREA.
REFER TO LANDSCAPING
FOR DETAILS OF OUTER
STAIRS
CENTER OF CIRCLE
DESIGNATED AS GRID
BENCHMARK "0,0"
LOCATION OF NEW FIRE
DEPARTMENT CONNECTION
25
00
22
85
20
62
52
22
20
15
54
04
11
03
74
0
PS
PS
PS
NCB
NMH
6340 7985 5180
1775
39000
1775
5180 8965
Y
a
CONC.
SIDEWALK
SID
EW
AL
K
SID
EW
AL
K
SIDEWALK
PS
REMOVABLE
BOLLARDS (3 LOC.)
SEE LANDSCAPING
SID
EW
AL
K
PS
CD
LANDSCAPING
NMH
NMH
PS
X
a
PS
PS
PSPS PS
SERVICE ENCLOSURE
A2-2
A
TIRE STOPS TYP.
NCB
NCB
LANDSCAPING
STRUC. APRON
STRUC. APRON
CONC.
SID
EW
AL
K
PROPERTY LINE
LANDSCAPING
TYP. CURB
54
30
20
76
0
7540 3145 2600 15595 25080 5205 11090 7200
57
20
NCB
NCB
NCB
NMH
NMH NMH
1
w
2
w
1
e
2
e
A
w
G
n
D
w
A
n
A
e
E
e
CONC. PAVERS,
SEE LANDSCAPING
SID
EW
AL
K
LA
ND
SC
AP
IN
G
LA
ND
SC
AP
IN
G
A2-2
G
A2-2
G
mir.
15
00
65
05
49
65
1470
3425
LANDSCAPING
LB
LB
LB
LB
4985
1200
PS
STRUC.
APRON
STRUC. APRON
B
B
B
CONSTRUCTION
PHASE 1
CONSTRUCTION
PHASE 2
CONSTRUCTION
PHASE 1
WEST PLAZA
ARMATURE
STRUCTURE AND
DISPLAY BOXES
TO BE
'CONSTRUCTION
PHASE 2'
EAST PLAZA
ARMATURE
STRUCTURE AND
DISPLAY BOXES
TO BE
'CONSTRUCTION
PHASE 2'
CONSTRUCTION
PHASE 1
CONSTRUCTION
PHASE 1
CO
NS
TR
UC
TIO
N
PH
AS
E 1
CO
NS
TR
UC
TIO
N
PH
AS
E 2
CONSTRUCTION PHASE 1 -
SCOPE 1
NOTE: THIS WORK FORMS PART OF CONSTRUCTION PHASE 1 - SCOPE 1
CONSTRUCTION
PHASE 1 - SCOPE 2
1. ALL SITE WORK SHOWN ON THIS DRAWING IS
NEW U.O.N.
2. ALL SITE WORK INSIDE PROPERTY LINES AND
TO THE BACK OF CITY SIDEWALKS OR STREET
CURBS TO BE INCLUDED AS WORK UNDER THIS
CONTRACT.
3. AL
4. THE CONTRACTOR IS RESPONSIBLE AND IS
LIMITED TO ALL CONSTRUCTION WITHIN THE
CONTRACT LIMITS, AS INDICATED ON THIS
DRAWING. THE CONTRACTOR IS TO
MAKE-GOOD ALL EXISTING SURFACES WITHIN
AND BEYOND THE CONTRACT LIMITS THAT ARE
AFFECTED BY CONSTRUCTION.
5. THE COST OF NEW AND REMEDIAL WORK TO
CITY OF CALGARY'S CURBS, APRONS,
SIDEWALKS AND ASSOCIATED WORK, LOCATED
OUTSIDE OF THE LIMITS OF THIS CONTRACT,
AND ASSOCIATED WITH THIS WORK ARE TO BE
INCLUDED UNDER THIS CONTRACT.
6. CONTRACTOR TO VERIFY AND FLAG ALL
LOCATIONS OF ALL UNDERGROUND SERVICES
BEFORE ANY COMMENCEMENT OF WORK.
CONTRACTOR IS RESPONSIBLE TO REPAIR ANY
DAMAGE.
7. REFER TO LANDSCAPING AND CIVIL DRAWINGS
FOR DETAILS OF ALL NEW SERVICES AND SITE
WORK.
8. SUB-BASE UNDER LANDSCAPING AREAS TO BE
150 MM BELOW FINISHED GRADE, AS SHOWN,
AND IS TO BE INCLUDED UNDER THIS
CONTRACT. PLANTING AND TOPSOIL TO BE
INCLUDED UNDER THE LANDSCAPE
CONTRACTOR'S SCOPE OF WORK.
9. ALL GIVEN ELEVATIONS ARE GEODETIC, UON.
10. WHERE STRUC. APRON SIZES ARE NOT GIVEN,
MATCH CONTROL JOINTS SHOWN ON
LANDSCAPING DRAWINGS.
11. SEE LANDSCAPING FOR ALL CONCRETE SOG
JOINT LOCATIONS.
12. REMOVE ALL EXISTING WALKS, STEPS AND
MISCELLANEOUS CONSTRUCTION AS
DIRECTED. MAKE-GOOD AND MATCH TO
ADJACENT SURFACES UON.
13. COORDINATE ALL MECHANICAL, ELECTRICAL
AND CIVIL DEMOLITION AND NEW
CONSTRUCTION WITH THE MECHANICAL,
ELECTRICAL AND CIVIL DRAWINGS.
14. BROOM FINISH ALL WALKS, STEPS AND RAMPS
UON.
15. FOR TYPICAL STEP DETAIL, SEE 2S-01a.
16. FOR TYPICAL SIDEWALK (WALKS) AND
CONCRETE SLAB DETAIL, SEE 2S-03a.
17. FOR TYPICAL STRUCTURAL APRON DETAIL, SEE
2S-03b.
18. FOR TYPICAL CURB DEPRESSION (CD) DETAIL,
SEE 2S-03c.
19. FOR TYPICAL MONOLITHIC CURB & GUTTER
DETAIL, SEE 2S-04c.
20. FOR TYPICAL PARKING STALL LAYOUT, SEE
2S-07a (b)
21. NO FENCE OR GATE SHALL BE INSTALLED AT
THE SITE ENTRANCES TO PREVENT 24/7 EPC
ACCESS TO THE PARKING LOT / TRANSFORMER.
NCB
LS
LB
NEW CATCH BASIN. SEE CIVIL
LIGHT STANDARD. SEE ELEC
LIGHT BOLLARD. SEE ELEC
B BOLLARD. SEE LANDSCAPING
NEW FIRE HYDRANT. SEE CIVIL
PS PYLON SIGNAGE. SEE
WAYFINDING & SIGNAGE
NMH NEW MANHOLE, SEE CIVIL
remarks
N O T E S
datebyno.
issue
consultants
seals
file:
scale:
date:
drawn:
project
client
drawing title:
drawing no.
CALGARY, ALBERTA
SITE PLAN
A2-1
cSPACE PROJECTS
AND INCUBATOR
KING EDWARD ARTS HUB
1228
AS SHOWN
K.N.
NOV 21/12
1 L.M.D.
2 D.J.H.
3 D.J.H.
4 L.M.D.
5 L.M.D.
6 L.M.D.
NFWBANyhoff Ferrari Westwood Babits Architects Ltd.
Calgary Office1801 10 Avenue SW, Calgary, AB T3C 0K2T 403.457.1016
Lethbridge Office915 15 Street S, Lethbridge, AB T1J 3A5T 403.327.3113
-
A
1:250
SITE PLANTHESE DRAWINGS ARE SUBJECT TO COPYRIGHT, AND SHALL
NOT BE REPRODUCED OR COPIED IN PART OR IN WHOLE
WITHOUT THE WRITTEN PERMISSION OF THE CONSULTANT.
FIGURED DIMENSIONS ONLY ARE TO BE TAKEN FROM THESE
DRAWINGS. DO NOT SCALE FROM DRAWINGS.
CONTRACTOR IS TO SITE VERIFY ALL DIMENSIONS PRIOR TO
COMMENCEMENT OF WORK.
Y
a
Y
a
X
a
X
a
A
n
B
n
D
n
53
0
57
25
15
55
E
n
51
00
G
n
61
25
1
n
C
n
14
10
F
n
17
75
3070 5400
2
n
3
n
1
x
2
x
200±
4700±
3
x
4
x
5
x
6
x
7
x
1
n
2
n
3
n
1
x
2
x
3
x
4
x
5
x
6
x
7
x
9865± 1330± 4565± 9900± 3685± 9400±
3070 5400
200±
4700± 9865± 1330± 4565± 9900± 3685± 9400±
A
x
B
x
C
x
E
x
F
x
G
x
H
x
655±
7485±
1255±
2905±
6570±
1650±
1180±
D
x
1940±
A6-2
B
A6-2
B
A6-4
E
A6-4
E
A6-5
F
A6-6
G
A6-6
G
A6-3
C
A6-1
A
A6-1
A
A6-3
D
A6-8
J
A6-8
J
A6-7
H
A6-7
H
NEW
ADDITION
RENOVATION
AREA
NEW
ADDITION
RENOVATION
AREA
A6-8
M
A6-9
K
A6-9
L
LEVEL 1
CENTER OF CIRCLE
DESIGNATED AS GRID
BENCHMARK "0,0"
IN04
8 730 ±
10 000
S100-1
T1
03
-1
M1
00
-1
E100-1
E1
01
-1
C104-1
C1
06
-1
S1
02
-1
C1
06
-2
C1
06
-3
C1
05
-1
T1
02
-2
T1
02
-1
T1
00
-1
T1
01
-1
C1
02
-1
C1
01
-1
C1
00
-1
T1
04
-1
W103-1
W103-2
W102-1
T104-2
M1
01
-1
HK100-1
T105-2
T105-1
T105-3
T105-5
T105-4
C108-1
S101-1
DN 7R
UP
UP
UP 22R
IN FLOOR HEATING &
VENTILATION. SEE
MECHANICAL.
CROSS BRACING,
SEE STRUCTURAL
TYP. FLOORBOX (4 LOCATIONS).
SEE AUDIO VISUAL DRGS
T103-2
10 000
10 000
MECHANICAL
M101
NW STAIR
C106
STAIR
C108
FACILITY
T105
EVENT
VESTIBULE
C105
EVENT SPACE
SPACE
T104
EVENT SUPPORT
SHOWER
W103
BF WR
W102
WASHROOM
W100
WOMEN'S
WASHROOM
W101
MEN'S
STORAGE
S100
CORRIDOR
C103
MECHANICAL
M100
INCUBATOR
T103
ARTS
INCUBATOR
T102
ARTS
CORRIDOR
C102
& ENTRY
C101
NE STAIR
SERVICES
T100
CHILD CARE
INCUBATOR
T101
ARTS
VESTIBULE
C100
NE ENTRY
STORAGE
S102
JANITOR
HK100
ELEVATOR
C104
ELECTRICAL
E101
ELECTRICAL
E100
BF WR
W105
W105-1
STORAGE
S101
10 000
T1
01
-2
T102-3
53
5
LINE OF ROOF
ABOVE
LINE OF SOFFIT
ABOVE
HERITAGE FIRE
HOSE BIB & REEL
LINE OF FOLDING
PARTITION ABOVE
LINE OF MEZZANINE
ABOVE
LINE OF SOFFIT
ABOVE
CORR.
C107
23R
ELEV. PIT LADDER,
SEE 9S-01a
18
85
29
35
19
20
1220
79033651030
29
06
95
14
10
25
0
585
17R
91
51
71
0
10
5
11
00
11
00
97
5
20703400
500
21
5
CURTAIN TRACK
ABOVE
63
5
11 115 ±
1375 595
18
90
24
05
18
90
855
1965
55
5
13
70
16
70
TELESCOPIC SEATING
NEW IN FLOOR
DISPLAY BOX FOR
BOILER DOORS
NEW IN FLOOR
DISPLAY BOX FOR
BOILER DOORS
IN-FILL EXISTING
STAIRS W/ SOG
90
28
0
14
90
54
55
45
M.E
.
M.E
.
M.E
.
M.E
.
M.E
.
M.E
.
M.E
.
M.E
.
M.E.
M.E.
M.E.
M.E.
M.E. M.E.
M.E.
M.E
.
M.E
.
M.E.
M.E.
M.E. M.E.
M.E. M.E.
2135
LINE OF
EYEBROW SOFFIT
21
95
NON-ORIGINAL OPENING;
IN-FILL EXISTING OPENING
W/ SALVAGED STANDSTONE
M.E
.M
.E
.
WASH
W104
HAND
330
95
53
00
11
65
10
0
130135130
125
10
65
55
0
MILLWORK N.I.C.
M.E.
SPRINKLER RISER
SHARED
CROSS-BRACING, SEE
STRUCTURAL
HERITAGE WATER
FOUNTAIN (RELOCATED
FROM LEVEL 3)
LINE OF STEEL ROD
RAIL BELOW
LINE OF STEEL ROD
RAIL BELOW
910
670±
NON-ORIGINAL OPENING;
IN-FILL EXISTING OPENING
W/ SALVAGED STANDSTONE
3995
EQ
.2
84
0E
Q.
EXTERIOR AUTOMATED
LOUVRES
EXTERIOR AUTOMATED
LOUVRES
15
02
95
29
5
NEW MASONRY INFILL
PROVIDE ROUGH-IN
FOR FUTURE W.C.
EX31 EX31
EX03
EX01
IN19
EX02
IN01
EX06
EX
05
EX
04
IN
02
EX29EX29 EX29 EX29 EX29 EX29 EX29
M1
00
-2
EX29
50
0
150±
390
2030
13
0
D.S.S.P.
D.S.S.P.
D.S.S.P.
D.S.S.P.
D.S.S.P.
RECYCLING STATION. SEE SPEC
1975
M100-3
WTR/MTR
M100a
MILLWORK
COUNTER & SINK
CURTAIN TRACK
ABOVE
60
0
15
0
A7-12
1
A7-12
1
A7-11
4
A7-11
6
A7-11
7
A7-11
1
A7-11
8
A7-11
1
A7-11
3
A7-11
5
A7-11
2
A7-9
6
BU
IL
DIN
G
EX
PA
NS
IO
N
JO
IN
T
CONSTRUCTION
PHASE 1
CONSTRUCTION
PHASE 2
CONSTRUCTION
PHASE 1
CONSTRUCTION
PHASE 2
remarks
N O T E S
datebyno.
issue
consultants
seals
file:
scale:
date:
drawn:
project
client
drawing title:
drawing no.
CALGARY, ALBERTA
BUILDING & ADDITION
LEVEL 1 - HERITAGE
RENOVATION PLAN
A4-5
cSPACE PROJECTS
AND INCUBATOR
KING EDWARD ARTS HUB
1228
AS SHOWN
L.M.D.
NOV 21/12
1 L.M.D.
2 L.M.D.
3 D.J.H.
4 D.J.H.
5 L.M.D.
6 L.M.D.
NFWBANyhoff Ferrari Westwood Babits Architects Ltd.
Calgary Office1801 10 Avenue SW, Calgary, AB T3C 0K2T 403.457.1016
Lethbridge Office915 15 Street S, Lethbridge, AB T1J 3A5T 403.327.3113
-
A
1:100
LEVEL 1 HERITAGE BUILDING REHABILITATION
PLAN
1. FOR CONSTRUCTION ASSEMBLY TYPES SEE
A3 DRAWING SERIES.
2. ALL WALL ANGLES ARE 45° U.O.N.
3. VF - VERTICAL FURRING. TYP.
CONSTRUCTION 16mm TYPE X GWB 42mm
STEEL STUDS @ MAX 600o/c.
4. MAKE GOOD ALL SURFACES EFFECTED BY
DEMOLITION THAT WILL REMAIN EXPOSED.
5. PARGE FINISH ALL DAMAGED EXPOSED
CONCRETE AND CONCRETE BLOCK
SURFACES IN THEIR ENTIRETY.
6. ALL INFILL TO MATCH ADJACENT EXISTING
CONSTRUCTION IN MATERIALS AND
THICKNESS, UNLESS OTHERWISE NOTED.
7. WHERE EXISTING MECHANICAL AND
ELECTRICAL COMPONENTS HAVE BEEN
REMOVED, THE CONTRACTOR IS
RESPONSIBLE FOR IN-FILLING EXISTING
OPENINGS IN ORDER TO MAINTAIN
INDICATED SOUND AND FIRE RATINGS, AND
TO MAKE GOOD SURFACES.
8. PATCH EXISTING CONCRETE SLABS WHERE
EXISTING MASONRY BLOCK AND
ASSOCIATED REBAR IS REMOVED.
9. TOOTH-IN NEW CONCRETE BLOCK/MASONRY
VENEER WHERE OPENINGS HAVE BEEN CUT
INTO EXISTING ADJACENT BLOCK/MASONRY
VENEER.
10. RAISE ALL EXISTING HANDRAILS & RAILINGS
TO MEET CURRENT CODE REQUIREMENTS.
SUPPLY MISSING BALL ENDS, WHERE
REQUIRED, TO MATCH EXISTING.
11. REFER TO 12 SERIES FOR INTERIOR
ELEVATIONS
THESE DRAWINGS ARE SUBJECT TO COPYRIGHT, AND SHALL
NOT BE REPRODUCED OR COPIED IN PART OR IN WHOLE
WITHOUT THE WRITTEN PERMISSION OF THE CONSULTANT.
FIGURED DIMENSIONS ONLY ARE TO BE TAKEN FROM THESE
DRAWINGS. DO NOT SCALE FROM DRAWINGS.
CONTRACTOR IS TO SITE VERIFY ALL DIMENSIONS PRIOR TO
COMMENCEMENT OF WORK.
Y
a
Y
a
X
a
X
a
A
n
B
n
D
n
530
5725
1555
E
n
5100
G
n
6125
1
n
C
n
1410
F
n
1775
3070 5400
2
n
3
n
1
x
2
x
200±
4700±
3
x
4
x
5
x
6
x
7
x
1
n
2
n
3
n
1
x
2
x
3
x
4
x
5
x
6
x
7
x
9865± 1330± 4565± 9900± 3685± 9400±
3070 5400
200±
4700± 9865± 1330± 4565± 9900± 3685± 9400±
A
x
B
x
C
x
E
x
F
x
G
x
H
x
655±
7485±
1255±
2905±
6570±
1650±
1180±
D
x
1940±
A6-2
B
A6-2
B
A6-4
E
A6-4
E
A6-5
F
A6-6
G
A6-6
G
A6-3
C
A6-1
A
A6-1
A
A6-3
D
A6-8
J
A6-8
J
A6-7
H
A6-7
H
NEW
ADDITION
RENOVATION
AREA
NEW
ADDITION
RENOVATION
AREA
A6-8
M
A6-9
K
A6-9
L
CENTER OF CIRCLE
DESIGNATED AS GRID
BENCHMARK "0,0"
21R
UP 26R
DN 9R
UP 24 R
DN
DN 4R
DN 18R
CROSS BRACING. SEE
STRUCTURAL.
13 810 ±
C204-1
C205-1
C204-2
T203-2
T203-1
T202-1
C200-1
T201-1
T200-1
T200-2
T207-2
T207-1
E200-1
E201-1
T206-5
T206-4
T206-1
T204-2
C207-1
HK200-1
E202-1
C203-1
PROJECTOR
BELOW
T206-2
T204-1
T203-3
WOMEN
W200
JANITOR
HK200
CORRIDOR
C206
PLATFORM
T205
CONTROL
NW STAIR
C207
INCUBATOR
T204
ARTS
INCUBATOR
T206
ARTS
INCUBATOR
T207
ARTS
INCUBATOR
T203
ARTS
CORRIDOR
C202
ELEVATOR
C203
ELECTRICAL
E201
ELECTRICAL
E200
GALLERY
C204
ENTRY
VESTIBULE
C205
ENTRY
INCUBATOR
T202
ARTS
CORRIDOR
C201
NE STAIR
C200
INCUBATOR
T200
ARTS
INCUBATOR
T201
ARTS
ELECTRICAL
E202
DN
FACILITY (BELOW)
T105
EVENT
12 950
EX06
EX
05
EX
04
IN10
EX03
IN09
IN
08
IN07
IN07
EX07
EX
08
IN
05
IN06
IN01b
EX09
IN17
HERITAGE BEAM
ABOVE
A7-12
1
A7-12
1
LINE OF ROOF ABOVE
STEEL PLATE RAIL
LINE OF
SOFFIT
ABOVE
LINE OF SOFFIT
ABOVE
E.C.B.
E.C.B.
E.C.B.
E.C
.B
.
E.C
.B
.
E.C
.B
.
T206-3
T204-3
A7-11
6
A7-12
2
A7-12
5
A7-12
4
A7-11
8
DN 10R
W200-1
12 285 ±
IN
18
EX32 EX32
1130
420
1430
420
1940
425
6101105
A7-12
3
CROSS BRACING. SEE STRUCTURAL.
CR
OS
S B
RA
CIN
G. S
EE
S
TR
UC
TU
RA
L.
1290
250
425
HERITAGE BEAM
ABOVE
1890
1770
13001215
550
13 117
765
1155 ±
330
1280
980
A7-11
1
17R
1160
LINE OF EXISTING
ROOF BELOW
A7-12
3
sim.
sim.
IN
18
M.E.
M.E. M.E.
M.E.
M.E.
M.E.M.E.
M.E.
M.E
.
M.E
.M
.E
.
M.E
.M
.E
.
M.E
.M
.E
.
M.E
.
M.E.
M.E
.
M.E.
M.E.
M.E. M.E.M.E.
M.E.M.E.
M.E.
M.E.
1135
425
435
11 115 ±
HERITAGE FIRE
HOSE BIB & REEL
HERITAGE WATER
FOUNTAIN
1120
875
495
1505
IN11
BELOW
M.E.
LINE OF SOFFIT
ABOVE
M.E
.
M.E
.
585
965
290
135125
135125
sim.
165
sim.
A7-11
1
sim.
500
135
A7-11
2
sim.
SPRINKLER RISER
EX03
ABOVE
EX
04
AB
OV
E
IN-FILL EXISTING OPENING
W/ SALVAGED SANDSTONE
S.P.
IN-FILL EXISTING FLOOR W/
NEW CONCRETE SLAB. SEE
STRUC.
ROOF VERGE TO RECEIVE
URETHANE COATING OVER
REINFORCING MESH
NEW CONCRETE
STAIR
HERITAGE DOOR &
TRIM
RESTORE ORIGINAL
WALL FINISH & DOOR
TRIM
1130
sim.
S.P.
N.D.S.
N.D.S.
N.D.S.
N.D.S.
N.D.S.
RECYCLING STATION.
SEE SPEC
1975
680
760
MSDF02
680
760
MSDF17
1170
1590
385
PROVIDE ROUGH-IN
FOR FUTURE PLUMBING
CURTAIN
TRACK
ABOVE
26001425
E202-2
BU
ILD
IN
G
EX
PA
NS
IO
N
JO
IN
T
CONSTRUCTION
PHASE 1
CONSTRUCTION
PHASE 2
CONSTRUCTION
PHASE 1
CONSTRUCTION
PHASE 2
remarks
N O T E S
datebyno.
issue
consultants
seals
file:
scale:
date:
drawn:
project
client
drawing title:
drawing no.
CALGARY, ALBERTA
BUILDING & ADDITION
LEVEL 2 HERITAGE
RENOVATION PLAN
A4-6
cSPACE PROJECTS
AND INCUBATOR
KING EDWARD ARTS HUB
1228
AS SHOWN
L.M.D.
NOV 21/12
1 L.M.D.
2 L.M.D.
3 D.J.H.
4 D.J.H.
5 L.M.D.
6 L.M.D.
NFWBANyhoff Ferrari Westwood Babits Architects Ltd.
Calgary Office1801 10 Avenue SW, Calgary, AB T3C 0K2T 403.457.1016
Lethbridge Office915 15 Street S, Lethbridge, AB T1J 3A5T 403.327.3113
-
A
1:100
LEVEL 2 HERITAGE BUILDING REHABILITATION
PLAN
1. FOR CONSTRUCTION ASSEMBLY TYPES SEE
A3 DRAWING SERIES.
2. ALL WALL ANGLES ARE 45° U.O.N.
3. VF - VERTICAL FURRING. TYP.
CONSTRUCTION 16mm TYPE X GWB 42mm
STEEL STUDS @ MAX 600o/c.
4. MAKE GOOD ALL SURFACES EFFECTED BY
DEMOLITION THAT WILL REMAIN EXPOSED.
5. PARGE FINISH ALL DAMAGED EXPOSED
CONCRETE AND CONCRETE BLOCK
SURFACES IN THEIR ENTIRETY.
6. ALL INFILL TO MATCH ADJACENT EXISTING
CONSTRUCTION IN MATERIALS AND
THICKNESS, UNLESS OTHERWISE NOTED.
7. WHERE EXISTING MECHANICAL AND
ELECTRICAL COMPONENTS HAVE BEEN
REMOVED, THE CONTRACTOR IS
RESPONSIBLE FOR IN-FILLING EXISTING
OPENINGS IN ORDER TO MAINTAIN
INDICATED SOUND AND FIRE RATINGS, AND
TO MAKE GOOD SURFACES.
8. PATCH EXISTING CONCRETE SLABS WHERE
EXISTING MASONRY BLOCK AND
ASSOCIATED REBAR IS REMOVED.
9. TOOTH-IN NEW CONCRETE BLOCK/MASONRY
VENEER WHERE OPENINGS HAVE BEEN CUT
INTO EXISTING ADJACENT BLOCK/MASONRY
VENEER.
10. RAISE ALL EXISTING HANDRAILS & RAILINGS
TO MEET CURRENT CODE REQUIREMENTS.
SUPPLY MISSING BALL ENDS, WHERE
REQUIRED, TO MATCH EXISTING.
THESE DRAWINGS ARE SUBJECT TO COPYRIGHT, AND SHALL
NOT BE REPRODUCED OR COPIED IN PART OR IN WHOLE
WITHOUT THE WRITTEN PERMISSION OF THE CONSULTANT.
FIGURED DIMENSIONS ONLY ARE TO BE TAKEN FROM THESE
DRAWINGS. DO NOT SCALE FROM DRAWINGS.
CONTRACTOR IS TO SITE VERIFY ALL DIMENSIONS PRIOR TO
COMMENCEMENT OF WORK.
CENTER OF CIRCLE
DESIGNATED AS GRID
BENCHMARK "0,0"
Y
a
Y
a
X
a
X
a
A
n
B
n
D
n
53
0
57
25
15
55
E
n
51
00
G
n
61
25
1
n
C
n
14
10
F
n
17
75
3070 5400
2
n
3
n
1
x
2
x
200±
4700±
3
x
4
x
5
x
6
x
7
x
1
n
2
n
3
n
1
x
2
x
3
x
4
x
5
x
6
x
7
x
9865± 1330± 4565± 9900± 3685± 9400±
3070 5400
200±
4700± 9865± 1330± 4565± 9900± 3685± 9400±
A
x
B
x
C
x
E
x
F
x
G
x
H
x
655±
7485±
1255±
2905±
6570±
1650±
1180±
D
x
1940±
A6-2
B
A6-2
B
A6-4
E
A6-4
E
A6-5
F
A6-6
G
A6-6
G
A6-3
C
A6-1
A
A6-1
A
A6-3
D
A6-8
J
A6-8
J
A6-7
H
A6-7
H
NEW
ADDITION
RENOVATION
AREA
NEW
ADDITION
RENOVATION
AREA
A6-8
M
A6-9
K
A6-9
L
UP 26R
DN 26R
UP 13R
DN 24R
IN-FLOOR
HEATING. SEE
MECHANICAL.
T3
03
-2
T3
03
-1
T3
04
-1
T3
05
-1
T3
05
-2
HK300-1
C3
05
-1
T3
07
a-1
T3
07
b-1
T3
08
-1
T3
08
-2
T3
01
-1
T3
00
-1
T3
00
-2
E3
01
-1
T306-1
T306-2
C303-1
E300-1
T305-3T303-3
C3
00
-1
18 075 ±
INCUBATOR
T307b
ARTS
INCUBATOR
T305
ARTS
W300
HK300
C304
C305
INCUBATOR
T306
ARTS
C302
C303
E301
E300
INCUBATOR
T308
ARTS
INCUBATOR
T303
ARTS
INCUBATOR
T304
ARTS
INCUBATOR
T300
ARTS
INCUBATOR
T301
ARTS
INCUBATOR
T302
ARTS
CORRIDOR
C301
C300
EX07
EX
08
EX
13
EX12
EX
11
EX10
IN09
IN
08
IN06
IN
05
T3
02
-1
N.D.S.N.D.S.
N.D.S.
N.D.S.
LINE OF SOFFIT
ABOVE
LINE OF SOFFIT
ABOVE
E.C.B.
42
5
LINE OF ROOF
ABOVE
E.C.B.
E.C.B.
E.C.B.
E.C.B.E.C.B.
E.C
.B
.
E.C
.B
.
E.C
.B
.
E.C
.B
.
E.C
.B
.
E.C
.B
.
W3
00
-1
15 945 ±
15 943
14
30
360
11
15
27
0
1290
20
25
1020±
1940
27
40
18
90
1770
13
75
1225
250
265
15
30
170
475
22
5
39
5
76
5±
M.E.
M.E. M.E.
M.E.
M.E.
M.E.
M.E.
M.E. M.E.
M.E.
M.E
.
M.E
.M
.E
.
M.E
.M
.E
.
M.E
.M
.E
.
M.E
.
M.E. M.E.
M.E.
M.E.
M.E.
M.E.M.E.
M.E.
M.E.M.E.
HERITAGE FIRE
HOSE BIB & REEL
120
110
HERITAGE WATER
FOUNTAIN
M.E.
M.E.
SPRINKLER RISER
STEM MOUNTED
15mm
TOUGHENED,
NON-REFLECTIVE
GLASS PANEL
875
CROSS BRACING,
SEE STRUCTURAL
CROSS-BRACING, SEE
STRUCTURAL
R.D.
STEM MOUNTED
15mm
TOUGHENED,
NON-REFLECTIVE
GLASS PANEL
NEW ROOFING MEMBRANE
NEW CAP FLASHING
N.D.S.
RECYCLING STATION. SEE SPEC
PROVIDE ACCESS
PANEL IN WALL
FOR MECH.
R.D.
INCUBATOR
T307a
ARTS
11
70
INCUBATOR
T306a
ARTS
INCUBATOR
T306b
ARTS
INCUBATOR
T306c
ARTS
T3
06
a-1
T3
06
b-1
T3
06
c-1
IN22
IN
23
IN
23
A7-12
2
A7-12
5
A7-12
4
sim.
sim.
A7-11
8
sim.
BU
IL
DIN
G
EX
PA
NS
IO
N
JO
IN
T
SIM
A7-11
9
TYP.
CONSTRUCTION
PHASE 1
CONSTRUCTION
PHASE 2
CONSTRUCTION
PHASE 1
CONSTRUCTION
PHASE 2
remarks
N O T E S
datebyno.
issue
consultants
seals
file:
scale:
date:
drawn:
project
client
drawing title:
drawing no.
CALGARY, ALBERTA
BUILDING & ADDITION
LEVEL 3 HERITAGE
RENOVATION PLAN
A4-7
cSPACE PROJECTS
AND INCUBATOR
KING EDWARD ARTS HUB
1228
AS SHOWN
L.M.D.
NOV 21/12
1 L.M.D.
2 L.M.D.
3 D.J.H.
4 D.J.H.
5 L.M.D.
6 L.M.D.
NFWBANyhoff Ferrari Westwood Babits Architects Ltd.
Calgary Office1801 10 Avenue SW, Calgary, AB T3C 0K2T 403.457.1016
Lethbridge Office915 15 Street S, Lethbridge, AB T1J 3A5T 403.327.3113
-
A
1:100
LEVEL 3 HERITAGE BUILDING REHABILITATION
FLOOR PLAN
1. FOR CONSTRUCTION ASSEMBLY TYPES SEE
A3 DRAWING SERIES.
2. ALL WALL ANGLES ARE 45° U.O.N.
3. VF - VERTICAL FURRING. TYP.
CONSTRUCTION 16mm TYPE X GWB 42mm
STEEL STUDS @ MAX 600o/c.
4. MAKE GOOD ALL SURFACES EFFECTED BY
DEMOLITION THAT WILL REMAIN EXPOSED.
5. PARGE FINISH ALL DAMAGED EXPOSED
CONCRETE AND CONCRETE BLOCK
SURFACES IN THEIR ENTIRETY.
6. ALL INFILL TO MATCH ADJACENT EXISTING
CONSTRUCTION IN MATERIALS AND
THICKNESS, UNLESS OTHERWISE NOTED.
7. WHERE EXISTING MECHANICAL AND
ELECTRICAL COMPONENTS HAVE BEEN
REMOVED, THE CONTRACTOR IS
RESPONSIBLE FOR IN-FILLING EXISTING
OPENINGS IN ORDER TO MAINTAIN
INDICATED SOUND AND FIRE RATINGS, AND
TO MAKE GOOD SURFACES.
8. PATCH EXISTING CONCRETE SLABS WHERE
EXISTING MASONRY BLOCK AND
ASSOCIATED REBAR IS REMOVED.
9. TOOTH-IN NEW CONCRETE BLOCK/MASONRY
VENEER WHERE OPENINGS HAVE BEEN CUT
INTO EXISTING ADJACENT BLOCK/MASONRY
VENEER.
10. RAISE ALL EXISTING HANDRAILS & RAILINGS
TO MEET CURRENT CODE REQUIREMENTS.
SUPPLY MISSING BALL ENDS, WHERE
REQUIRED, TO MATCH EXISTING.
THESE DRAWINGS ARE SUBJECT TO COPYRIGHT, AND SHALL
NOT BE REPRODUCED OR COPIED IN PART OR IN WHOLE
WITHOUT THE WRITTEN PERMISSION OF THE CONSULTANT.
FIGURED DIMENSIONS ONLY ARE TO BE TAKEN FROM THESE
DRAWINGS. DO NOT SCALE FROM DRAWINGS.
CONTRACTOR IS TO SITE VERIFY ALL DIMENSIONS PRIOR TO
COMMENCEMENT OF WORK.
CENTER OF CIRCLE
DESIGNATED AS GRID
BENCHMARK "0,0"
DN
16R
27 120 ±
26 814 ±
X
a
A
x
B
x
C
x
Y
a
Y
a
X
a
X
a
A
n
B
n
D
n
530
5725
1555
E
n
5100
G
n
6125
1
n
C
n
1410
F
n
1775
3070 5400
2
n
3
n
1
x
2
x
200±
4700±
3
x
4
x
5
x
6
x
7
x
1
n
2
n
3
n
1
x
2
x
3
x
4
x
5
x
6
x
7
x
9865± 1330± 4565± 9900± 3685± 9400±
3070 5400
200±
4700± 9865± 1330± 4565± 9900± 3685± 9400±
A
x
B
x
C
x
E
x
F
x
G
x
H
x
655±
7485±
1255±
2905±
6570±
1650±
1180±
D
x
1940±
A6-2
B
A6-2
B
A6-4
E
A6-4
E
A6-5
F
A6-6
G
A6-6
G
A6-3
C
A6-1
A
A6-1
A
A6-3
D
A6-8
J
A6-8
J
A6-7
H
A6-7
H
NEW
ADDITION
RENOVATION
AREA
NEW
ADDITION
RENOVATION
AREA
A6-8
M
A6-9
K
A6-9
L
CENTER OF CIRCLE
DESIGNATED AS GRID
BENCHMARK "0,0"
DN 26R
UP
DN 25R
22 405 ±
F
F
DW
T402-3
T404-3
T403-1
T40
4-1
T404-2
T4
07
a-1
T4
07
b-1
T40
8-1
T408-2
C4
00
-1
T401-1
T402-1
T402
-2
C40
4-1
C403-1
W400-1
E401-1
E400-1
C406-1
T406-1
T406b-2
T40
6-2
T406a-2
INCUBATOR
T400a
ARTS
INCUBATOR
T400b
ARTS
INCUBATOR
T400c
ARTS
INCUBATOR
T400d
ARTS
NE STAIR
C400
CORRIDOR
C401
T401a
MECH.
INCUBATOR
T401
ARTS
INCUBATOR
T402
ARTS
INCUBATOR
T408
ARTS
INCUBATOR
T404
ARTS
INCUBATOR
T407a
ARTS
ELECTRICAL
E400
ELECTRICAL
E401
ELEVATOR
C403
CORRIDOR
C402
INCUBATOR
T403
ARTS
CORRIDOR
C404
NW STAIR
C305
INCUBATOR
T405
ARTS
INCUBATOR
T406b
ARTS
CORRIDOR
C405
EXISTING COLUMNS TO
REMAIN AS-IS; REFER
TO STRUC. FOR EXIST.
ROOF BRACING
N.D.S.
N.D.S.
N.D.S.
N.D.S.
N.D.S.
STAIR
C406
16R
T406a-1
E.C.B.
E.C.B.E.C.B.
E.C.B.
E.C
.B
.
E.C
.B
. (R
ELO
CA
TE
D)
E.C
.B
.
E.C
.B
.
LINE OF ROOF ABOVE
LINE OF ROOF ABOVE
LINE OF ROOF ABOVE
250 225
635
EXTERIOR
DECK
A7-12
10
A7-12
11
A7-12
7
T400a-1
T400d-1
T400c-1
T400b-1
T406-3
INCUBATOR
T406a
ARTS
T405-2
INCUBATOR
T406
ARTS
108
51
690
390
310
155
2580
1810
560
2330
11301165 ±
190
0
395
18
90
1900
285
28
5
1840
214
0
765 ±
1155 ±
2155
875±
A7-12
8
LINE OF ROOF ABOVE
20 240 ±
LINE OF ROOF ABOVE
4230
20 326
EX14
EX18
EX
17
EX15
EX19
IN
14
IN12
IN
16
IN13
IN15
EX
16
5852120 ± 1060
585
2045
1205
2470
WASHROOM
W400
615
1255
430
275
sim.
120 475
650
595
15
19 680
19 330
R.D.
R.D.
R.D.
R.D.
125
485
HERITAGE FIRE
HOSE BIB & REEL
HERITAGE WATER
FOUNTAIN
M.E.M.E.M.E.
M.E.
M.E. M.E.
M.E.
M.E.
M.E. M.E.
M.E. M.E.
M.E
.
M.E
.
M.E
.
M.E
.M
.E
.
M.E
.
M.E
.
M.E.
M.E.
M.E.
M.E.
M.E.M.E.
M.E.M.E.
M.E.
M.E.
M.E.
SPRINKLER RISER
M.E.
M.E.
M.E.
CROSS-BRACING,
SEE STRUC.
CROSS-BRACING,
SEE STRUC.
PTD. STEEL GUARDRAIL W/
TEMPERED GLASS PANELS, TYP.
REFER TO STRUC. FOR GLAZING
DETAILS
T406b-1
PULLDOWN ROOF
ACCESS LADDER
& HATCH
GREEN WALL
LOCATION (NIC)
915
17 905
555
140
PTD. STEEL GUARDRAIL W/
TEMPERED GLASS PANELS, TYP. REFER
TO STRUC. FOR GLAZING DETAILS
875
N.D.S.
T.W.S.
135
ACCESS
HATCH
ABOVE
NEW POLYURETHANE COATING
OVER REINFORCING MESH
PTD. STEEL WORK
COUNTER, SEE 12 SERIES
DETAILS
IN
20
IN21
T405-1
N.D.S.
RECYCLING STATION. SEE SPEC
PROVIDE
ACCESS PANEL
IN WALL FOR
MECH.
INCUBATOR
T407b
ARTS
T401a-1
1280
975
TEMP. 45min FIRE DOOR &
TEMP. PARTITION TO BE
CONSTRUCTED BETWEEN
STAIR AND CORRIDOR C404
UNTIL PHASE 2 CONSTRUCTION
IS COMPLETE.
PARTITION TO BE A FIRE
SEPARATION WITH 1 HOUR
FIRE RESISTANCE RATING.
BU
ILD
IN
G
EX
PA
NS
IO
N
JO
IN
T
CONSTRUCTION
PHASE 1
CONSTRUCTION
PHASE 2
CONSTRUCTION
PHASE 1
CONSTRUCTION
PHASE 2
Y
a
3
x
4
x
remarks
N O T E S
datebyno.
issue
consultants
seals
file:
scale:
date:
drawn:
project
client
drawing title:
drawing no.
CALGARY, ALBERTA
BUILDING & ADDITION
LEVEL 4 HERITAGE
RENOVATION PLAN
A4-8
cSPACE PROJECTS
AND INCUBATOR
KING EDWARD ARTS HUB
1228
AS SHOWN
L.M.D.
NOV 21/12
1 L.M.D.
2 L.M.D.
3 L.M.D.
4 D.J.H.
5 L.M.D.
6 L.M.D.
NFWBANyhoff Ferrari Westwood Babits Architects Ltd.
Calgary Office1801 10 Avenue SW, Calgary, AB T3C 0K2T 403.457.1016
Lethbridge Office915 15 Street S, Lethbridge, AB T1J 3A5T 403.327.3113
-
A
1:100
LEVEL 4 HERITAGE BUILDING REHABILITATION
PLAN
1. VF - VERTICAL FURRING. TYP.
CONSTRUCTION 16mm TYPE X GWB 42mm
STEEL STUDS @ MAX 600o/c.
2. MAKE GOOD ALL SURFACES EFFECTED BY
DEMOLITION THAT WILL REMAIN EXPOSED.
3. PARGE FINISH ALL DAMAGED EXPOSED
CONCRETE AND CONCRETE BLOCK
SURFACES IN THEIR ENTIRETY.
4. ALL INFILL TO MATCH ADJACENT EXISTING
CONSTRUCTION IN MATERIALS AND
THICKNESS, UNLESS OTHERWISE NOTED.
5. WHERE EXISTING MECHANICAL AND
ELECTRICAL COMPONENTS HAVE BEEN
REMOVED, TEH CONTRACTER IS
RESPONSIBLE FOR IN-FILLING EXISTING
OPENINGS IN ORDER TO MAINTAIN INDICATED
SOUND AND FIRE RATINGS, AND TO MAKE
GOOD SURFACES.
6. PATCH EXISTING CONCRETE SLABS WHERE
EXISTING MASONRY BLOCK AND
ASSOCIATED REBAR IS REMOVED.
7. TOOTH-IN NEW CONCRETE BLOCK/MASONRY
VENEER WHERE OPENINGS HAVE BEEN CUT
INTO EXISTING ADJACENT BLOCK/MASONRY
VENEER.
8. ALL INDICATED SLOPED ROOF SURFACES
ARE INDICATING SLOPES DOWNWARD AND
ARE TO BE CREATED USING SLOPED
INSULATION @ MINIMUM 2% UON.
9. RAISE ALL EXISTING HANDRAILS & RAILINGS
TO MEET CURRENT CODE REQUIREMENTS.
SUPPLY MISSING BALL ENDS, WHERE
REQUIRED, TO MATCH EXISTING.
-
B
1:100
ATTIC HERITAGE BUILDING REHABILITATION
PLAN
EXTENT OF NEW LANDING
ELEVATOR ACCESS HATCH
THESE DRAWINGS ARE SUBJECT TO COPYRIGHT, AND SHALL
NOT BE REPRODUCED OR COPIED IN PART OR IN WHOLE
WITHOUT THE WRITTEN PERMISSION OF THE CONSULTANT.
FIGURED DIMENSIONS ONLY ARE TO BE TAKEN FROM THESE
DRAWINGS. DO NOT SCALE FROM DRAWINGS.
CONTRACTOR IS TO SITE VERIFY ALL DIMENSIONS PRIOR TO
COMMENCEMENT OF WORK.
13 810 ±
T/O EXISTING SLAB LEVEL 2
18 075 ±
T/O EXISTING SLAB LEVEL 3
22 405 ±
T/O EXISTING SLAB LEVEL 4
26 735 ±
T/O EXISTING SLAB ATTIC
10 000
T/O EXISTING SLAB LEVEL 1
Y
a
2
n
1
n
3
n
1
x
3
x
4
x
5
x
6
x
7
x
2
x
26 465
T/O PARAPET
NEW
ADDITION
RENOVATION
AREA
32 830 ±
T/O RELOCATED CHIMNEY
27 120 ±
T/O NEW LEVEL 5 FLOOR
19 700
T/O PARAPET
12 950
T/O CONTROL BOOTH
FLOOR SLAB
5 2
8
16
8
52
2
2
2
2
3
26
STEEL PLATE JOINT LOCATIONS
CONT.
LINE OF BUILDING CONTROL JOINT
33 33
7 EQ.
27
30
14
15
16
17
17
18
19
20
421
22
23
24
25
3
3
3
3
3 3
3
3
20 1919
DF
CONSTRUCTION
PHASE 2
CONSTRUCTION
PHASE 1
CONSTRUCTION
PHASE 2
CONSTRUCTION
PHASE 1
GENERAL KEYNOTE
1. NEW ASPHALT ROOF SHINGLES -
COLOUR: CHARCOAL GREY
2. EXISTING HERITAGE WINDOWS TO BE
REFURBISHED
3. EXISTING SANDSTONE
4. NEW HANDRAIL
5. NEW LOUVRE - COLOUR: PT-4
6. NEW DOORS
7. EXISTING CORNICE AND SOFFIT.
RESTORE AS REQUIRED.
8. NEW EXTERIOR METAL RAINSCREEN
PANEL CLADDING SYSTEM
9. VISION OBSCURING FILM APPLIED TO
GLASS
10. SURFACE MOUNTED LIGHT FIXTURE,
REFER TO ELECTRICAL
11. PHOTO VOLTAIC PANELS
12. EXISTING FASCIA TO BE PAINTED -
COLOUR: TO MATCH CORNICE & SOFFIT
13. METAL LOUVRE HEADER BOX. ANODIZED
ALUMINUM FINISH
14. NEW DECORATIVE METAL SCREEN -
COLOUR: PT-4
15. NEW PAINTED OPEN TUBE STEEL
STRUCTURE - COLOUR: PT-4
16. NEW GLASS PANEL GUARDRAIL
17. NEW SKYLIGHT, REFER TO 8 SERIES
18. RECONSTRUCTED HERITAGE CHIMNEY
19. PARGING SYSTEMS
20. EXISTING CUPOLA ROOFING TO
REFURBISHED W/ NEW ROOF COATING,
WOOD TO BE PAINTED
21. NEW 150mm Ø GALVANIZED METAL
DOWNSPOUT
22. (NOT USED)
23. EXISTING METAL ROOF W/ NEW ROOF
COATING
24. NEW ROOF COATING
25. EXISTING SANDSTONE HERITAGE
MEDALLION
26. BUMPER RAIL, SEE SITE DETAILS
27. EMERGENCY OVERFLOW SCUPPER
28. NEW 150mm Ø GALVANIZED HALF-ROUND
RAINWATER LEADER - COLOUR: TO
MATCH CORNICE & SOFFIT
29. AUTOMATED EXTERIOR METAL VENETIAN
LOUVRES
30. NEW EXTERIOR STEEL ENTRY SIGN -
REFER TO SIGNAGE & WAYFINDING
31. NEW 76Ø TERNE COATED COPPER PIPE
CONNECTED TO ROOF DRAIN
32. NEW PREFINISHED METAL CAP FLASHING
33. RECLAIMED SANDSTONE INFILL TO
RESTORE ORIGINAL CONDITION
34. SALVAGE PAINTED METAL BRACKETS &
DENTILS FROM WEST ROOF BEING
REMOVED & INSTALL AS REQUIRED
WHERE ORIGINAL MISSING.
35. RISING DAMP NOT EXPECTED TO BE AN
ISSUE IN LOWER COURSES OF
SANDSTONE ONCE GRADE IS LOWERED.
GENTLY CLEAN USING MILD DETERGENT,
CLEAN WATER & SOFT BRISTLE BRUSH.
RINSE W/ CLEAN WATER & ALLOW TO
DRY.
36. ALL EXISTING CRACKS IN SANDSTONE
WALLS TO BE OBSERVED &
DOCUMENTED FOR POTENTIAL FUTURE
MAINTENANCE REGIMEN.
1. TOP OF STEEL CLADDING IS 25mm ABOVE
TOP OF PARAPET UON.
2. STEEL PLATE CALDDING JOINT
LOCATIONS TO BE PROVIDED AS SHOWN.
PANELS ARE TO BE OF EQUAL WIDTH UON.
3. ALL FINISHES ARE NEW UON.
4. ACOUSTICAL LOUVRES ARE TO BE
PROVIDED ONLY WHERE LOUVRES ARE
REQUIRED FOR MECH. PURPOSES.
PROVIDE NON-ACOUSTICAL LOUVRES IN
ALL OTHER LOCATIONS.
5. ARMATURE & EXHIBIT BOXES ARE SHOWN
FOR REFERENCE PURPOSES ONLY.
REFER TO SITE DETAILS.
6. SALVAGE PAINTED METAL BRACKETS &
DENTILS FROM WEST ROOF BEING
DEMOLISHED & REINSTALL WHERE
MISSING.
SPANDREL PANEL LOCATIONS
N O T E S
CONT. SCREENED RAFTER VEN.
"SMARTVENT" BY DCI OR
APPROVED EQUAL.
0
0
HERITAGE HIGH PRIORITY KEYNOTE
HERITAGE MEDIUM PRIORITY
KEYNOTE
HERITAGE LOW PRIORITY KEYNOTE
GENERAL KEYNOTE
DIVERTER FLASHING SEE SPEC.
DETAIL 7S-12c. SAW CUT REGLET AT
SANDSTONE HORZ. MORTAR JOINT
FOR FLASHING & CAULK.
DF
HERITAGE HIIGH PRIORITY KEYNOTES
REMOVE ELECTRICAL CABLE, FILL HOLE
& PATCH SPALLED AREA W/
COLOUR-MATCHED LIME MORTAR.
EXTEND SCUPPER & REACTIVATE ROOF
DRAIN. CLEAN SURFACE OF SANDSTONE,
REMOVING SCALE W/ SOFT BRISTLE
BRUSH.
EXTEND SCUPPER PIPE 300mm CLEAN
SURFACE OF SANDSTONE. REMOVE
SCALE W/ SOFT BRISTLE BRUSH.
EXISTING CRACK FROM FOUNDATION TO
PARAPET, INTERIOR/EXTERIOR.
REINFORCE AS REQUIRED & SEAL
CRACK/JOINT AS CONTROL JOINT W/
2-PART EPOXIDIZED POLYURETHANE
SEALANT; APPLY SANDED FINISH TO
SEALANT.
CLEAN CRACK IN SILLSTONE, REMOVE
LOOSE MATERIAL, & INJECT
COLOUR-MATCHED LIME MORTAR.
CLEAN SANDSTONE PARAPET
CAPSTONES, CORNICE & SOFFIT AS PER
HERITAGE CONSERVATION PLAN.
CLEAN COLUMN, CHEEK WALLS, &
CAPSTONES AS PER CONSERVATION
PLAN. MONITOR CRACKS IN CAPSTONES.
CLEAN WITH WATER & BRISTLE BRUSH
ONLY.
REMOVE BAND OF TAR BY MOST GENTLE
MEANS POSSIBLE; DO NOT STAIN
SURROUNDING SURFACES WITH
SOLVENT-BASED PRODUCTS.
INSPECT & FILL LARGE GAP BETWEEN
METAL FASCIA & SANDSTONE.
GALVANIZED STEPPED METAL FLASHING
IN MASONRY JOINT REGLET OVER
SMOOTH-DRESSED SANDSTONE; MATCH
COLOUR TO SANDSTONE.
REPLACE METAL BRACKETS & DENTILS
USING SALVAGE, AS REQUIRED.
CLEAN WINDOW SILLS & INSTALL
STAINLESS STEEL SPIKE DETERRENT.
RESTORE & REPAINT BRACKETS &
DENTILS, AS REQUIRED.
1
2
3
4
5
11
12
6
7
8
9
10
13
REMOVE WINDOWS & BRICK INFILL.
PREPARE FOR & INSTALL NEW
HERITAGE-STYLE WINDOWS.
REPAIR OR REPLACE FLASHING, AS
REQUIRED.
REPAIR & RE-ATTACH SOFFIT AS
REQUIRED, & PAINT.
APPLY NEW ROOFING MEMBRANE,
PREFINISHED METAL DRIP EDGE & WALL
FLASHING ON 3 SIDES. CHANNEL WATER
TO CENTRE OF ROOF AREA.
REMOVE LAG-BOLT, & CHAIN, AND FILL
STONE W/ COLOUR-MATCHED LIME
MORTAR.
REMOVE METAL ANCHORS, PINS, ETC. &
FILL STONE W/ COLOUR-MATCHED LIME
MORTAR. GENTLY REMOVE RUST FROM
STONE, WHERE OCCURS.
REMOVE MORTAR FROM SANDSTONE
SILLS.
RESTORE CONCRETE FOUNDATION,
SANDSTONE WALL,& WINDOW SILL
BLOCK.
RESTORE/REHABILITATE DAMAGED JAMB
BLOCKS; (TWO REQUIRE DUTCHMAN
REPAIR).
DUTCHMAN-REPAIR LINTEL STONES.
REMOVE ESCUTCHEON PLATE & FILL
HOLES W/ COLOUR-MATCHED LIME
MORTAR.
REMOVE FLASHING & MASTIC; RE-POINT
JOINT W/ COLOUR-MATCHED LIME
MORTAR.
REMOVE PAINT FROM SANDSTONE.
CLEAN W// MILD DETERGENT, CLEAN
WATER & BRISTLE BRUSH. RINSE W/
CLEAN WATER.
CLEAN SOILED SURFACE OF SANDSTONE
AS PER CONSERVATION PLAN.
COLOUR-MATCHED LIME MORTAR
INJECTION IN ERODED AREAS/VOIDS IN
ONE QUOIN.
26
14
15
16
17
18
19
20
22
23
24
25
21
27
28
29
HERITAGE MEDIUM PRIORITY KEYNOTES
OBSERVE EXPOSED ANCHOR PIN FOR
ONGOING DAMAGE DEGRADATION OF
CAPSTONE. REMOVE CAP, INSTALL PIN
DEEPER INTO COLUMN, REPLACE CAP *
FILL STONE W/ COLOUR-MATCHED LIME
MORTAR.
REMOVE PAINT W/ CHEMICAL STRIPPER.
DO NOT STAIN ADJACENT STONE.
CLEAN ORGANIC SOILING FROM STONE
USING MILD DETERGENT, BRISTLE
BRUSH, & WARM WATER RINSE.
1
2
3
HERITAGE LOW PRIORITY KEYNOTES
CLEAN STONE SUBJECTED TO RISING
DAMP AFTER GRADE IS LOWERED, USING
MILD DETERGENT, CLEAN WATER, SOFT
BRISTLE BRUSH; RINSE W/ CLEAN WATER
& ALLOW TO DRY.
RESTORE PARAPET CAPSTONE & WEST
COLUMN CAP W/ COLOUR-MATCHED LIME
MORTAR & SAND APPLICATION, OR
DUTCHMAN-REPAIR W/ SALVAGED
SANDSTONE.
OBSERVE DAMAGED SANDSTONE
SILL/LINTEL; REPAIR SILL AS REQUIRED
W/ COLOUR-MATCHED LIME MORTAR, OR
DUTCHMAN-REPAIR W/ SALVAGED
SANDSTONE. OBSERVE FOR
DETERIORATION
OBSERVE & MONITOR STRESS CRACKS,
& DOCUMENT FOR POTENTIAL FUTURE
MAINTENANCE REGIMEN.
INVESTIGATE TYPE OF STAIN & CLEAN,
AS REQIRED.
CLEAN QUOIN & OBSERVE FOR
MOISTURE.
1
3
4
2
5
6
remarksdatebyno.
issue
consultants
seals
File:
scale:
date:
drawn:
project
client
drawing title:
drawing no.
CALGARY, ALBERTA
ELEVATIONS
A5-1
cSPACE PROJECTS
AND INCUBATOR
KING EDWARD ARTS HUB
1128
AS SHOWN
D.J.H.
MAR 27/13
1 L.M.D.
2 L.M.D.
3 D.J.H.
4 D.J.H.
5 L.M.D.
6 L.M.D.
NFWBANyhoFF Ferrari Westwood Babits Architects Ltd.
Calgary OFFice1801 10 Avenue SW, Calgary, AB T3C 0K2T 403.457.1016
Lethbridge OFFice915 15 Street S, Lethbridge, AB T1J 3A5T 403.32.3113
-
A
1:100
NORTH - HERITAGE BUILDING REHABILITATION
ELEVATION
THESE DRAWINGS ARE SUBJECT TO COPYRIGHT, AND SHALL
NOT BE REPRODUCED OR COPIED IN PART OR IN WHOLE
WITHOUT THE WRITTEN PERMISSION OF THE CONSULTANT.
FIGURED DIMENSIONS ONLY ARE TO BE TAKEN FROM THESE
DRAWINGS. DO NOT SCALE FROM DRAWINGS.
CONTRACTOR IS TO SITE VERIFY ALL DIMENSIONS PRIOR TO
COMMENCEMENT OF WORK.
13 810 ±
T/O EXISTING SLAB LEVEL 2
18 075 ±
T/O EXISTING SLAB LEVEL 3
22 405 ±
T/O EXISTING SLAB LEVEL 4
26 465 ±
T/O NEW PARAPET
10 000
Y
a
26 735 ±
T/O EXISTING SLAB ATTIC
NEW
ADDITION
RENOVATION
AREA
T/O EXISTING SLAB LEVEL 1
32 830 ±
T/O RELOCATED CHIMNEY
27 120 ±
T/O NEW LEVEL 5 FLOOR
82 2164
3
25
21
7
29
2023
18120
7
10
17 17
9
23
2
2
2
2 221
13
8 11
1
3
28
28
8
21
2
3
3
LINE OF BUILDING CONTROL JOINT
12
CONT.
8
7 EQ.
27
25
8
3 4
5
6
7
9
1011
12
13
1
3 1
2
6
2
32
4
35
6
35
DF
CONSTRUCTION
PHASE 1
CONSTRUCTION
PHASE 2
CONSTRUCTION
PHASE 1
CONSTRUCTION
PHASE 2
GENERAL KEYNOTE
1. NEW ASPHALT ROOF SHINGLES -
COLOUR: CHARCOAL GREY
2. EXISTING HERITAGE WINDOWS TO BE
REFURBISHED
3. EXISTING SANDSTONE
4. NEW HANDRAIL
5. NEW LOUVRE - COLOUR: PT-4
6. NEW DOORS
7. EXISTING CORNICE AND SOFFIT.
RESTORE AS REQUIRED.
8. NEW EXTERIOR METAL RAINSCREEN
PANEL CLADDING SYSTEM
9. VISION OBSCURING FILM APPLIED TO
GLASS
10. SURFACE MOUNTED LIGHT FIXTURE,
REFER TO ELECTRICAL
11. PHOTO VOLTAIC PANELS
12. EXISTING FASCIA TO BE PAINTED -
COLOUR: TO MATCH CORNICE & SOFFIT
13. METAL LOUVRE HEADER BOX. ANODIZED
ALUMINUM FINISH
14. NEW DECORATIVE METAL SCREEN -
COLOUR: PT-4
15. NEW PAINTED OPEN TUBE STEEL
STRUCTURE - COLOUR: PT-4
16. NEW GLASS PANEL GUARDRAIL
17. NEW SKYLIGHT, REFER TO 8 SERIES
18. RECONSTRUCTED HERITAGE CHIMNEY
19. PARGING SYSTEMS
20. EXISTING CUPOLA ROOFING TO
REFURBISHED W/ NEW ROOF COATING,
WOOD TO BE PAINTED
21. NEW 150mm Ø GALVANIZED METAL
DOWNSPOUT
22. (NOT USED)
23. EXISTING METAL ROOF W/ NEW ROOF
COATING
24. NEW ROOF COATING
25. EXISTING SANDSTONE HERITAGE
MEDALLION
26. BUMPER RAIL, SEE SITE DETAILS
27. EMERGENCY OVERFLOW SCUPPER
28. NEW 150mm Ø GALVANIZED HALF-ROUND
RAINWATER LEADER - COLOUR: TO
MATCH CORNICE & SOFFIT
29. AUTOMATED EXTERIOR METAL VENETIAN
LOUVRES
30. NEW EXTERIOR STEEL ENTRY SIGN -
REFER TO SIGNAGE & WAYFINDING
31. NEW 76Ø TERNE COATED COPPER PIPE
CONNECTED TO ROOF DRAIN
32. NEW PREFINISHED METAL CAP FLASHING
33. RECLAIMED SANDSTONE INFILL TO
RESTORE ORIGINAL CONDITION
34. SALVAGE PAINTED METAL BRACKETS &
DENTILS FROM WEST ROOF BEING
REMOVED & INSTALL AS REQUIRED
WHERE ORIGINAL MISSING.
35. RISING DAMP NOT EXPECTED TO BE AN
ISSUE IN LOWER COURSES OF
SANDSTONE ONCE GRADE IS LOWERED.
GENTLY CLEAN USING MILD DETERGENT,
CLEAN WATER & SOFT BRISTLE BRUSH.
RINSE W/ CLEAN WATER & ALLOW TO
DRY.
36. ALL EXISTING CRACKS IN SANDSTONE
WALLS TO BE OBSERVED &
DOCUMENTED FOR POTENTIAL FUTURE
MAINTENANCE REGIMEN.
1. TOP OF STEEL CLADDING IS 25mm ABOVE
TOP OF PARAPET UON.
2. STEEL PLATE CALDDING JOINT
LOCATIONS TO BE PROVIDED AS SHOWN.
PANELS ARE TO BE OF EQUAL WIDTH UON.
3. ALL FINISHES ARE NEW UON.
4. ACOUSTICAL LOUVRES ARE TO BE
PROVIDED ONLY WHERE LOUVRES ARE
REQUIRED FOR MECH. PURPOSES.
PROVIDE NON-ACOUSTICAL LOUVRES IN
ALL OTHER LOCATIONS.
5. ARMATURE & EXHIBIT BOXES ARE SHOWN
FOR REFERENCE PURPOSES ONLY.
REFER TO SITE DETAILS.
6. SALVAGE PAINTED METAL BRACKETS &
DENTILS FROM WEST ROOF BEING
DEMOLISHED & REINSTALL WHERE
MISSING.
SPANDREL PANEL LOCATIONS
N O T E S
CONT. SCREENED RAFTER VEN.
"SMARTVENT" BY DCI OR
APPROVED EQUAL.
0
0
HERITAGE HIGH PRIORITY KEYNOTE
HERITAGE MEDIUM PRIORITY
KEYNOTE
HERITAGE LOW PRIORITY KEYNOTE
GENERAL KEYNOTE
DIVERTER FLASHING SEE SPEC.
DETAIL 7S-12c. SAW CUT REGLET AT
SANDSTONE HORZ. MORTAR JOINT
FOR FLASHING & CAULK.
DF
HERITAGE HIIGH PRIORITY KEYNOTES
REMOVE ELECTRICAL CABLE, FILL HOLE
& PATCH SPALLED AREA W/
COLOUR-MATCHED LIME MORTAR.
EXTEND SCUPPER & REACTIVATE ROOF
DRAIN. CLEAN SURFACE OF SANDSTONE,
REMOVING SCALE W/ SOFT BRISTLE
BRUSH.
EXTEND SCUPPER PIPE 300mm CLEAN
SURFACE OF SANDSTONE. REMOVE
SCALE W/ SOFT BRISTLE BRUSH.
EXISTING CRACK FROM FOUNDATION TO
PARAPET, INTERIOR/EXTERIOR.
REINFORCE AS REQUIRED & SEAL
CRACK/JOINT AS CONTROL JOINT W/
2-PART EPOXIDIZED POLYURETHANE
SEALANT; APPLY SANDED FINISH TO
SEALANT.
CLEAN CRACK IN SILLSTONE, REMOVE
LOOSE MATERIAL, & INJECT
COLOUR-MATCHED LIME MORTAR.
CLEAN SANDSTONE PARAPET
CAPSTONES, CORNICE & SOFFIT AS PER
HERITAGE CONSERVATION PLAN.
CLEAN COLUMN, CHEEK WALLS, &
CAPSTONES AS PER CONSERVATION
PLAN. MONITOR CRACKS IN CAPSTONES.
CLEAN WITH WATER & BRISTLE BRUSH
ONLY.
REMOVE BAND OF TAR BY MOST GENTLE
MEANS POSSIBLE; DO NOT STAIN
SURROUNDING SURFACES WITH
SOLVENT-BASED PRODUCTS.
INSPECT & FILL LARGE GAP BETWEEN
METAL FASCIA & SANDSTONE.
GALVANIZED STEPPED METAL FLASHING
IN MASONRY JOINT REGLET OVER
SMOOTH-DRESSED SANDSTONE; MATCH
COLOUR TO SANDSTONE.
REPLACE METAL BRACKETS & DENTILS
USING SALVAGE, AS REQUIRED.
CLEAN WINDOW SILLS & INSTALL
STAINLESS STEEL SPIKE DETERRENT.
RESTORE & REPAINT BRACKETS &
DENTILS, AS REQUIRED.
1
2
3
4
5
11
12
6
7
8
9
10
13
REMOVE WINDOWS & BRICK INFILL.
PREPARE FOR & INSTALL NEW
HERITAGE-STYLE WINDOWS.
REPAIR OR REPLACE FLASHING, AS
REQUIRED.
REPAIR & RE-ATTACH SOFFIT AS
REQUIRED, & PAINT.
APPLY NEW ROOFING MEMBRANE,
PREFINISHED METAL DRIP EDGE & WALL
FLASHING ON 3 SIDES. CHANNEL WATER
TO CENTRE OF ROOF AREA.
REMOVE LAG-BOLT, & CHAIN, AND FILL
STONE W/ COLOUR-MATCHED LIME
MORTAR.
REMOVE METAL ANCHORS, PINS, ETC. &
FILL STONE W/ COLOUR-MATCHED LIME
MORTAR. GENTLY REMOVE RUST FROM
STONE, WHERE OCCURS.
REMOVE MORTAR FROM SANDSTONE
SILLS.
RESTORE CONCRETE FOUNDATION,
SANDSTONE WALL,& WINDOW SILL
BLOCK.
RESTORE/REHABILITATE DAMAGED JAMB
BLOCKS; (TWO REQUIRE DUTCHMAN
REPAIR).
DUTCHMAN-REPAIR LINTEL STONES.
REMOVE ESCUTCHEON PLATE & FILL
HOLES W/ COLOUR-MATCHED LIME
MORTAR.
REMOVE FLASHING & MASTIC; RE-POINT
JOINT W/ COLOUR-MATCHED LIME
MORTAR.
REMOVE PAINT FROM SANDSTONE.
CLEAN W// MILD DETERGENT, CLEAN
WATER & BRISTLE BRUSH. RINSE W/
CLEAN WATER.
CLEAN SOILED SURFACE OF SANDSTONE
AS PER CONSERVATION PLAN.
COLOUR-MATCHED LIME MORTAR
INJECTION IN ERODED AREAS/VOIDS IN
ONE QUOIN.
26
14
15
16
17
18
19
20
22
23
24
25
21
27
28
29
HERITAGE MEDIUM PRIORITY KEYNOTES
OBSERVE EXPOSED ANCHOR PIN FOR
ONGOING DAMAGE DEGRADATION OF
CAPSTONE. REMOVE CAP, INSTALL PIN
DEEPER INTO COLUMN, REPLACE CAP *
FILL STONE W/ COLOUR-MATCHED LIME
MORTAR.
REMOVE PAINT W/ CHEMICAL STRIPPER.
DO NOT STAIN ADJACENT STONE.
CLEAN ORGANIC SOILING FROM STONE
USING MILD DETERGENT, BRISTLE
BRUSH, & WARM WATER RINSE.
1
2
3
HERITAGE LOW PRIORITY KEYNOTES
CLEAN STONE SUBJECTED TO RISING
DAMP AFTER GRADE IS LOWERED, USING
MILD DETERGENT, CLEAN WATER, SOFT
BRISTLE BRUSH; RINSE W/ CLEAN WATER
& ALLOW TO DRY.
RESTORE PARAPET CAPSTONE & WEST
COLUMN CAP W/ COLOUR-MATCHED LIME
MORTAR & SAND APPLICATION, OR
DUTCHMAN-REPAIR W/ SALVAGED
SANDSTONE.
OBSERVE DAMAGED SANDSTONE
SILL/LINTEL; REPAIR SILL AS REQUIRED
W/ COLOUR-MATCHED LIME MORTAR, OR
DUTCHMAN-REPAIR W/ SALVAGED
SANDSTONE. OBSERVE FOR
DETERIORATION
OBSERVE & MONITOR STRESS CRACKS,
& DOCUMENT FOR POTENTIAL FUTURE
MAINTENANCE REGIMEN.
INVESTIGATE TYPE OF STAIN & CLEAN,
AS REQIRED.
CLEAN QUOIN & OBSERVE FOR
MOISTURE.
1
3
4
2
5
6
remarksdatebyno.
issue
consultants
seals
File:
scale:
date:
drawn:
project
client
drawing title:
drawing no.
NFWBANyhoFF Ferrari Westwood Babits Architects Ltd.
Calgary OFFice1801 10 Avenue SW, Calgary, AB T3C 0K2T 403.457.1016
Lethbridge OFFice915 15 Street S, Lethbridge, AB T1J 3A5T 403.32.3113
CALGARY, ALBERTA
ELEVATIONS
A5-2
cSPACE PROJECTS
AND INCUBATOR
KING EDWARD ARTS HUB
1128
AS SHOWN
D.J.H.
MAR 27/13
1 L.M.D.
2 L.M.D.
3 D.J.H.
4 D.J.H.
5 L.M.D.
6 L.M.D.
-
B
1:100
SOUTH - HERITAGE BUILDING REHABILITATION
ELEVATION
THESE DRAWINGS ARE SUBJECT TO COPYRIGHT, AND SHALL
NOT BE REPRODUCED OR COPIED IN PART OR IN WHOLE
WITHOUT THE WRITTEN PERMISSION OF THE CONSULTANT.
FIGURED DIMENSIONS ONLY ARE TO BE TAKEN FROM THESE
DRAWINGS. DO NOT SCALE FROM DRAWINGS.
CONTRACTOR IS TO SITE VERIFY ALL DIMENSIONS PRIOR TO
COMMENCEMENT OF WORK.
13 810 ±T/O EX. SLAB LEVEL 2
18 075 ±T/O EX. SLAB LEVEL 3
22 405 ±T/O EX. SLAB LEVEL 4
T/O EX. SLAB LEVEL 110 000
PERFORATEDSTEEL PANEL
900
1070
300
1070
900
CORRIDORC401 INCUBATOR
T401
ARTS
CORRIDORC301
INCUBATORT302
ARTS
CORRIDORC201
INCUBATORT202
ARTS
CORRIDORC102
INCUBATORT102
ARTS& ENTRY
C101
NE STAIRVESTIBULE
C100
NE ENTRY
NE STAIRC200
NE STAIRC300
NE STAIRC400
19 700T/O PARAPET
13 117T/O LANDING
15 943T/O LANDING
20 326T/O LANDING R1
F5
EX
R5
R5
R5
EX
F5
F5
F5 F6
P11
P5
P5
P5
F5
1070
P11
900
TYP.
TYP.
TYP.
CORRIDORT401a
F6
F6 F6
P5
F6F6F6
EX
EX
EX P11
EX
EX EX
EX
R4
EX
R4
FD2
FD3
17 910U/S NEW ROOF DECK
18 E
Q. R
ISER
S@
173.2
= 31
17
F6
F6
12 E
Q. R
ISER
S@
177.8
= 21
3313
EQ.
RIS
ERS
@ 17
3.2 =
2251
12 E
Q. R
ISER
S@
177.7
= 21
32
4 EQ.
RISE
RS @
173.2
= 69
312
EQ.
RIS
ERS
@ 17
3.3 =
2179
50MIN.
50MIN.
2100
MIN
.21
00 M
IN.
HEAD
ROOM
HEAD
ROOM
2100
MIN
.HE
ADRO
OM
FOR HANDRAILS,SEE 1/A9-2 & 3/A9-2
HANDRAIL
HANDRAIL
HANDRAIL
HANDRAIL
FOR GUARDRAILS,SEE 1/A9-3, 3/A9-3,
& 6/A9-3
19 330U/S NEW ROOF DECK
SIM.
SIM.
SIM.
SIM.
SIM.
127±
127±
SIM.
SIM.
FOR GUARDRAILS,SEE 1/A9-3, 3/A9-3, & 6/A9-3
FOR GUARDRAILS,SEE 1/A9-3, 3/A9-3, & 6/A9-3
GUARDRAIL
GUARDRAIL
PL 10 x 150DRINK RAIL
CONTINUOUSLYWELDED TO HSS
WIND GIRT
1. ALL SURFACES ARE LINEAR U.O.N.
2. MASONRY LINTEL BLOCK AND COREFILL LOCATIONSSHOWN ARE REPRESENTATIVE IN NATURE. SEESTRUCTURAL FOR EXACT LOCATIONS.
3. STRUCTURAL DRAWINGS HAVE PREFERENCE FORALL STRUCTURAL COMPONENT SIZES ANDLOCATIONS U.O.N.
4. MECHANICAL DRAWINGS HAVE PREFERENCE FORALL MECHANICAL COMPONENT SIZES ANDLOCATIONS U.O.N.
5. MECHANICAL, ELECTRICAL AND STRUCTURAL ITEMSSHOWN ON THESE SECTIONS ARE DIAGRAMMATIC /INDICATIVE ONLY. REFER TO MECHANICAL,ELECTRICAL AND STRUCTURAL DRAWINGS FORDETAILS. ALL LOCATIONS ARE TO BE SITECOORDINATED
6. BUILDING ELEVATIONS HAVE PRECEDENCE OVERTHESE DRAWINGS FOR EXTERIOR WALL FINISHESAND LOCATIONS.
7. LOW SLOPE ROOF SLOPES SHOWN AREREPRESENTATIONAL ONLY. SEE 4 SERIES FOROVERRIDING CONSTRUCTION.
8. BACKGROUND INFORMATION, AS SHOWN IN THISSERIES, IS REPRESENTATIVE IN NATURE. SEEAPPROPRIATE DRAWING SERIES FOR OVERRIDINGCONSTRUCTION DETAILING.
9. FOR HERITAGE WINDOW STRATEGY, REFER TO 8SERIES & SPECIFICATIONS.
10.FOR CURTAIN WALL GLAZING AND EXTERIORLOUVRE DETAILS, REFER TO 8 SERIES.
remarks
N O T E S
datebyno.
issue
consultants
seals
file:
scale:
date:
drawn:
project
client
drawing title:
drawing no.
NFWBANyhoff Ferrari Westwood Babits Architects Ltd.
Calgary Office1801 10 Avenue SW, Calgary, AB T3C 0K2T 403.457.1016
Lethbridge Office915 15 Street S, Lethbridge, AB T1J 3A5T 403.327.3113
A4-5
B
1:50
HERITAGE BUILDING REHABILITATION
BUILDING SECTION
CALGARY, ALBERTA
BUILDING SECTION
A6-2
cSPACE PROJECTS
AND INCUBATOR
KING EDWARD ARTS HUB
1228
AS SHOWN
R.M.O.
SEPT. 9/13
1 L.M.D.
2 L.M.D.
3 D.J.H.
4 D.J.H.
5 L.M.D.
THESE DRAWINGS ARE SUBJECT TO COPYRIGHT, AND SHALL
NOT BE REPRODUCED OR COPIED IN PART OR IN WHOLE
WITHOUT THE WRITTEN PERMISSION OF THE CONSULTANT.
FIGURED DIMENSIONS ONLY ARE TO BE TAKEN FROM THESE
DRAWINGS. DO NOT SCALE FROM DRAWINGS.
CONTRACTOR IS TO SITE VERIFY ALL DIMENSIONS PRIOR TO
COMMENCEMENT OF WORK.
13 810 ±T/O EX. SLAB LEVEL 2
18 075 ±T/O EX. SLAB LEVEL 3
22 405 ±T/O EX. SLAB LEVEL 4
T/O EX. SLAB ATTIC
T/O EX. SLAB LEVEL 1
26 735 ±
10 000
INCUBATORT403
ARTS
INCUBATORT304
ARTS
GALLERYC204
ENTRY
STORAGES100
VESTIBULEC205
ENTRY
CORRIDORC302
CORRIDORC402
CORRIDORC202
CORRIDORC103
ELEVATORC104
ELEVATORC203
ELEVATORC303
ELEVATORC403
ELECTRICALE401
ELECTRICALE301
ELECTRICALE201
ELECTRICALE101
ELECTRICALE100
ELECTRICALE200
ELECTRICALE300
ELECTRICALE400
R3
R6
R3
EX
EX
EX
EX
EX
FD3
P1
P8 P17
C3
P1
P8
P17
P1
P8
P17
P4
P8 P17
FD2
FD2
F6
F6 F6
EX
EX R7
P9
EX
EX
F7
F7
EX
FD3
F7
FROST COVER,SEE STRUCTURAL
12 290 ±T/O SLAB
F6
F6
F6 F6
F6
T/O ELEVATOR PIT8 480+-
T/O ELEVATOR SLAB26 965 ±
P10F7
P9
P9
RAISE EXISTING HANDRAILSAS SHOWN, FILL EXISTINGHOLES AND MAKE GOOD
900
127±
127±
P9
EX
SIM.
SIM.
SIM.
NEW STAINLESS STEEL PIPE& BAR HANDRAIL. SEELANDSCAPING. TO MATCHLANDSCAPING SITEHANDRAIL DESIGN.
9 EQ.
RIS
ERS
@ 13
6.7 =
1230
300
330
900 T
YP
.
300
N O T E S
1. ALL SURFACES ARE LINEAR U.O.N.
2. MASONRY LINTEL BLOCK AND COREFILL LOCATIONSSHOWN ARE REPRESENTATIVE IN NATURE. SEESTRUCTURAL FOR EXACT LOCATIONS.
3. STRUCTURAL DRAWINGS HAVE PREFERENCE FORALL STRUCTURAL COMPONENT SIZES ANDLOCATIONS U.O.N.
4. MECHANICAL DRAWINGS HAVE PREFERENCE FORALL MECHANICAL COMPONENT SIZES ANDLOCATIONS U.O.N.
5. MECHANICAL, ELECTRICAL AND STRUCTURAL ITEMSSHOWN ON THESE SECTIONS ARE DIAGRAMMATIC /INDICATIVE ONLY. REFER TO MECHANICAL,ELECTRICAL AND STRUCTURAL DRAWINGS FORDETAILS. ALL LOCATIONS ARE TO BE SITECOORDINATED
6. BUILDING ELEVATIONS HAVE PRECEDENCE OVERTHESE DRAWINGS FOR EXTERIOR WALL FINISHESAND LOCATIONS.
7. LOW SLOPE ROOF SLOPES SHOWN AREREPRESENTATIONAL ONLY. SEE 4 SERIES FOROVERRIDING CONSTRUCTION.
8. BACKGROUND INFORMATION, AS SHOWN IN THISSERIES, IS REPRESENTATIVE IN NATURE. SEEAPPROPRIATE DRAWING SERIES FOR OVERRIDINGCONSTRUCTION DETAILING.
9. FOR HERITAGE WINDOW STRATEGY, REFER TO 8SERIES & SPECIFICATIONS.
10.FOR CURTAIN WALL GLAZING AND EXTERIORLOUVRE DETAILS, REFER TO 8 SERIES.
remarksdatebyno.
issue
consultants
seals
file:
scale:
date:
drawn:
project
client
drawing title:
drawing no.
NFWBANyhoff Ferrari Westwood Babits Architects Ltd.
Calgary Office1801 10 Avenue SW, Calgary, AB T3C 0K2T 403.457.1016
Lethbridge Office915 15 Street S, Lethbridge, AB T1J 3A5T 403.327.3113
A4-5
G
1:50
HERITAGE BUILDING REHABILITATION
BUILDING SECTION
CALGARY, ALBERTA
BUILDING SECTION
A6-6
cSPACE PROJECTS
AND INCUBATOR
KING EDWARD ARTS HUB
1228
AS SHOWN
R.M.O.
SEPT. 9/13
1 L.M.D.
2 L.M.D.
3 D.J.H.
4 D.J.H.
5 L.M.D.
THESE DRAWINGS ARE SUBJECT TO COPYRIGHT, AND SHALL
NOT BE REPRODUCED OR COPIED IN PART OR IN WHOLE
WITHOUT THE WRITTEN PERMISSION OF THE CONSULTANT.
FIGURED DIMENSIONS ONLY ARE TO BE TAKEN FROM THESE
DRAWINGS. DO NOT SCALE FROM DRAWINGS.
CONTRACTOR IS TO SITE VERIFY ALL DIMENSIONS PRIOR TO
COMMENCEMENT OF WORK.