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.

deeter

Rectangle

deeter

Rectangle

deeter

Rectangle

deeter

Sticky Note

Unmarked set by deeter

deeter

Callout

Site #1 - Grand Entrance

deeter

Callout

Site #2 - Main Entrance

deeter

Callout

Site #3 - Sculpture Park

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;


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


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.




-

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







deeter

Callout


deeter

Rectangle

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


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


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.




-

A

1:100


PLAN


A3 DRAWING SERIES.


























VENEER.












deeter

Rectangle

deeter

Rectangle

deeter

Callout


deeter

Callout


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.


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


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.




-

A

1:100


FLOOR PLAN


A3 DRAWING SERIES.


























VENEER.












deeter

Rectangle

deeter

Callout


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.


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


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.




-

A

1:100


PLAN














REMOVED, TEH CONTRACTER IS


OPENINGS IN ORDER TO MAINTAIN INDICATED

SOUND AND FIRE RATINGS, AND TO MAKE

GOOD SURFACES.







VENEER.

8. ALL INDICATED SLOPED ROOF SURFACES

ARE INDICATING SLOPES DOWNWARD AND

ARE TO BE CREATED USING SLOPED

INSULATION @ MINIMUM 2% UON.





-

B

1:100

ATTIC HERITAGE BUILDING REHABILITATION

PLAN

EXTENT OF NEW LANDING

ELEVATOR ACCESS HATCH








deeter

Rectangle

deeter

Callout


13 810 ±

T/O EXISTING SLAB LEVEL 2

18 075 ±


22 405 ±


26 735 ±

T/O EXISTING SLAB ATTIC

10 000


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.



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


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 *


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


SANDSTONE. OBSERVE FOR

DETERIORATION

OBSERVE & MONITOR STRESS CRACKS,

& DOCUMENT FOR POTENTIAL FUTURE


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


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








deeter

Rectangle

deeter

Callout


13 810 ±


18 075 ±


22 405 ±


26 465 ±

T/O NEW PARAPET

10 000

Y

a

26 735 ±

T/O EXISTING SLAB ATTIC

NEW

ADDITION

RENOVATION

AREA


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



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


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.



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/


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


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. &


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 *


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


SANDSTONE.

OBSERVE DAMAGED SANDSTONE

SILL/LINTEL; REPAIR SILL AS REQUIRED

W/ COLOUR-MATCHED LIME MORTAR, OR


SANDSTONE. OBSERVE FOR

DETERIORATION

OBSERVE & MONITOR STRESS CRACKS,

& DOCUMENT FOR POTENTIAL FUTURE


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


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








deeter

Rectangle

deeter

Callout


13 810 ±T/O EX. SLAB LEVEL 2



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.




A4-5

B

1:50

HERITAGE BUILDING REHABILITATION

BUILDING SECTION

CALGARY, ALBERTA

BUILDING SECTION

A6-2

cSPACE PROJECTS

AND INCUBATOR


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.








deeter

Polygonal Line

deeter

Callout





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.




A4-5

G

1:50

HERITAGE BUILDING REHABILITATION

BUILDING SECTION

CALGARY, ALBERTA

BUILDING SECTION

A6-6

cSPACE PROJECTS

AND INCUBATOR


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.








deeter

Polygonal Line

deeter

Callout


a2-1 - cspace slab detail, see 2s-03a. 17.for typical structural apron detail, see 2s-03b. 18.for...

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