TALMUD TORAH COMMUNITY CENTRE - …files.constantcontact.com/1a503ae0101/20a97289-851f-4868-9b82-fe... · talmud torah existing survey plan 1. zoning bylaw overview 2. site plan 3

Client/Project

Project No.

Talmud Torah Schooland Jewish Federation

144104546

Stantec Architecture Ltd.10160 112 StreetEdmonton, AB T5K 2L6Tel: (780) 917-7000 • www.stantec.com

Talmud TorahCommunity Centre

TALMUD TORAH COMMUNITY CENTRE

. TALMUD TORAH EXISTING SURVEY PLAN

1. ZONING BYLAW OVERVIEW

2. SITE PLAN

3. MAIN FLOOR PLAN

4. SECOND FLOOR PLAN

5. WEST AND EAST ELEVATIONS

6. NORTH AND SOUTH ELEVATIONS

7. TYPICAL WALL SECTION

8. TALMUD TORAH EXISTING MECHANICAL PLAN

9. RENDERINGS

TALMUD TORAH COMMUNITY CENTRE ADDITION

FEASIBILITY REPORT

-

A01

A02

A03

A04

A05

A06

A07

A08

A09

Client/Project Title

Figure No.Reference SheetProject No.

Date


TABLE OF CONTENTS

A0144104546

05/2/2018Stantec Architecture Ltd.10160 112 StreetEdmonton, AB T5K 2L6Tel: (780) 917-7000 • www.stantec.com


TABLE OF CONTENTS

ZONING BYLAW 12800 (NON-RESIDENTIAL USE CLASSES)

23.) PROFESSIONAL, FINANCIAL AND OFFICE SUPPORT SERVICES 1 PARKING SPACE PER 29.4 SQ.M. OF FLOOR AREA REQUIRED: 429.73 SQ.M. / 29.4 SQ.M. =

15 PARKING STALLS PROVIDED: 15 PARKING STALLS

33.) COMMUNITY RECREATION SERVICES 16 PARKING SPACES FOR ROOM GREATER THAN 93 SQ.M. AND

ADDITIONAL 1 PARKING SPACE PER 4.6 SQ.M. OVER 93 SQ.M. OF FLOOR AREA NOT INCLUDE WASHROOMS, STORAGE AND KITCHEN AREAS

MAIN FLOOR AREA (HALL ONLY) 233 SQ.M. - 93 SQ.M.= 140 SQ.M. / 4.6 SQ.M.= 30 STALLS

WHERE COMMUNITY RECREATION SERVICE FACILITY PARKING AREA IMMIDIATELY ABUTS A PARKING AREA FOR A SCHOOL , A MAXIMUM OF 50% OF THE ADDITIONAL PARKING SPACES MAYBE PROVIDED BY INCLUDING THE ABUTTING SCHOOL PARKING AREA.

16 + 30 = 46 / 2 = 23 STALLS MAY BE SHARED WITH SCHOOL

TOTAL PARKING REQUIREMENTS:COMMUNITY CENTRE: 15 + 16 + 30= 61 STALLS -

23 SHARED STALLS

= 38 STALLS REQUIRED

NEW PARKING STALLS PROVIDED:

38 STALLS REQUIRED

30 STALLS PROVIDED ON SITE(INCLUDES 3 ACCESSIBLE STALLSTABLE 3.8.2.2 ABC)

AND 8 STALLS PROVIDED OFF SITE

- MAIN FLOOR GROSS AREA:7,570 SQ.FT.(703.23 SQ.M.)

- SECOND FLOOR GROSS AREA: 4,626 SQ.FT. (429.73 SQ.M.)

- TOTAL DEVELOPMENT: 12,196 SQ.FT. (1,133 SQ.M.)

COMMUNITY CENTRE:

ADDRESS:6320 - 172 STREET NW EDMONTON AB

LEGAL DESCRIPTION:LOT 17 BLOCK 13 PLAN 9525126

SITE AREA:19, 946.556 SQ.M.

CURRENT ZONE:URBAN SERVICE ZONE (US)

NEIGHBOURHOOD:CALLINGWOOD SOUTH



Date


ZONING BYLAW

A01144104546



PARKING REQUIREMENTS

AREA

SITE

64 AVENUE NW

172 S

TREE

T NW

PRO

PERT

Y LI

NE

SETBACK(4.5 M)

DROP

OFF

TALMUD TORAH SCHOOL

40,138.6 SQ.FT(3729 SQ.M)

PROPOSED COMMUNITY

CENTRE

12,196 SQ.FT(1,133 SQ.M)

EXISTING BASKETBALL FIELD

EXISTINGPLAYGROUND

EXISTINGPLAYGROUND

GARBAGE

EXISTINGPLAYGROUND

AT GRADE LOADING

EXISTINGTRANSFORMER

TO BE RELOCATED

DROP OFF

EXISTING PARKINGSTALLS: 28

NEW PARKINGSTALLS: 4

NEW PARKINGSTALLS: 26

PROPOSED NEWTRANSFORMER

LOCATION

CANOPY ABOVE

PATIO / OUTDOOR AMENITY

EXISTING PRIMARY SERVICE LINE TO BE

DECOMMISSIONED

EXISTING PRIMARYSERVICE LINECONNECTOR

FROM 64 AVE.

EXISTING GAS

EXISTING WATER

EXISTING POWER

8 OFF SITE STALLS

NEW ACCESS

GREASY

NEW SECONDARYSERVICE LINE

LANDSCAPE

ADDRESS:6320 - 172 STREET NW EDMONTON AB

LEGAL DESCRIPTION:LOT 17 BLOCK 13 PLAN 9525126

SITE AREA:19, 946.556 SQ.M.

CURRENT ZONE:URBAN SERVICE ZONE (US)

NEIGHBOURHOOD:CALLINGWOOD SOUTH

EXISTING LANDSCAPE

AT GRADE LOADING

EXISTING SIDEWALK

NEW PATIO / OUTDOOR AMENITY

EXISTING PARKING AREA

PROPERTY LINE

SETBACK

EXISTING PRIMARY POWER LINE

NEW SECONDARY POWER LINE ENCASED IN CONCRETED

EXISTING GAS

EXISTING WATER



Date


SITE PLAN

A02144104546



1 : 600A021 SITE PLAN.

SITESITE PLAN LEGEND

N

EXISTING BUILDING

NEW CONSTRUCTION

AT GRADE LOADING AREA

PROPERTY LINE

SETBACK

LINE OF CANOPY ABOVE

EXISTING PRIMARY POWER LINE

NEW SECONDARY POWER LINEENCASED IN CONCRETE

4' X 4' REFERENCE GRID

Ex. 1

Ex. E

Ex.H

Ex.3C1 C9

A2

ELEC. EXISTING POWER

JAN.

17.00 m²182.94

STORAGE19.86 m²213.76

WASHROOM

22.65 m²243.77

WASHROOM

PROP

ERTY

LINE

OPEN TO ABOVE

EXISTINGMECHANICAL

SETBACK

43' - 8"13314.68

22' - 4 1/2"6820.00

12' - 3"3731.00

21' -

5"

6523

.30

93' -

5 1/2"

2848

2.60

24' -

2 1/2"

7375

.00

5.56 m²59.90

ELEC.

16.38 m²176.26

STAIR 2

1 A05

1A06

2A06

2 A05

34.43 m²370.63

MEAT

21.90 m²235.76

SERVERY

OPTION 1170 SEATING

AT GRADELOADING

GARBAGERELOCATED

EXISTING GAS

EXISTING WATER

4.13 m²44.45

LIFT

7.26 m²78.10

W. IN FREEZER

10.03 m²107.95

W. IN COOLER

31.41 m²338.10

RECEIVING

16.51 m²177.69

STAIR 1

36.47 m²392.61

YOUTH LOUNGE

7.27 m²78.24

VEST.

3.21 m²34.60

JAN.

48.64 m²523.57

CORRIDOR

CANOPY ABOVE

O.H. DOOR

O.H. DOOR

PATIO / OUTDOOR AMMENITY

EXISTINGTRANSFORMER

TO BE REMOVED

PROPOSED NEW TRANSFORMER

LOCATION

SECONDARYSERVICE LINE

PRIMARYSERVICE LINECONNECTOR

FROM 64 AVE.

EXISTING SCHOOL

SETB

ACK

LINE OFBUILDING

ABOVE

A1

139'

- 0 1/

2"

4238

0.90

78' - 3 1/2"23865.68

32.46 m²349.45

DAIRY

17.00 m²182.94

STORAGE

DUTCHDOOR

STUDENTSIGN IN

6.90 m²74.32

WASHROOM

233.00 m²2508.00

COMMUNITYHALL

PROJECTOR

CHANGETABLE

47.05 m²506.49

CORRIDOR




COMMUNITY CENTRE: - GROSS AREA IS CALCULATED FROM THE FINISH FACE OF THE EXTERIOR WALLS & CENTERLINE OF THE DEMISING WALLS.

- COMMUNITY HALL CAPACITY OPTION 1 WITH THE ROUND TABLES 170 SEATS

- COMMUNITY HALL CAPACITY OPTION 2 WITH THE RECTANGULAR TABLES 320 SEATS

- COMMUNITY HALL CAPACITY OPTION 3 CHAIRS ONLY 325 SEATS

OPTION 2320 SEATING

OPTION 3325 SEATS



Date


MAIN FLOOR PLAN

A03144104546



LEGEND

1 : 250A031 MAIN FLOOR PLAN

AREA NOTES

N

OPTION 2 - RECTANGLE TABLE LAYOUT OPTION 3 - SINGLE CHAIR LAYOUT

Ex. 1

Ex.H

Ex.3C1

Ex. J

C9

A2

5.56 m²59.90

ELEC.

9.27 m²99.77

JNF

9.27 m²99.77

CJPAC

9.09 m²97.81

CAMP BB

16.38 m²176.26

STAIR

16.84 m²181.21

W.C.

12.71 m²136.77

W.C.

CANOPY BELOW

OPEN BELOW

7.19 m²77.37

STORAGE

EXISTING ROOF BELOW

27.38 m²294.70

STAFF

50.62 m²544.88

OPEN WORKSTATIONS

66' - 0 1/2"20134.68

12' - 3"3731.00

21' -

5"

6523

.30

87' -

0"

2651

7.60

30' -

7 1/2"

9340

.00

1 A05

1A06

2A06

2 A05

A119.19 m²206.60

STAIR 1

11.29 m²121.51

STORAGE /OFFICE

6.92 m²74.52

STORAGE

42.02 m²452.31

BOARDROOM

41.83 m²450.25

CORRIDOR

139'

- 0 1/

2"

4238

0.90

43' - 6"13256.58

34' - 7 1/2"10551.00

4.63 m²49.87

JAN.

10.78 m²116.06

CFO OFFICE

13.53 m²145.68

CEO OFFICE

26.37 m²283.86

WAITING ROOM

12.82 m²138.03

JASENA

9.27 m²99.77

OFFICE




COMMUNITY CENTRE:



Date


SECOND FLOOR PLAN

A04144104546



1 : 250A041 SECOND FLOOR PLAN

AREA

N

MAIN FLOOR

0.00

Ex. E Ex.HEx. J

T.O. PARAPET

9100.00

U/S OF ROOF

8620.00

T.O. SECOND FLOOR

4400.00

A2A1

21' - 5"6523.30

87' - 0"26517.60

6' - 5 1/2"1965.00

24' - 2 1/2"7375.00

NEW GARBAGEENCLOSURE

PROPOSED LOCATION FOR NEW TRANSFORMER

EXISTING TRANSFORMERTO BE RELOCATED

7

324 7

8

28

11

1

12

EXISTING SCHOOL

1

5 37

6

6 1 5

MAIN FLOOR

0.00

Ex. EEx.H Ex. J

T.O. PARAPET

9100.00

U/S OF ROOF

8620.00

T.O. SECOND FLOOR

4400.00

A2 A1

24' - 2 1/2"7375.00

6' - 5 1/2"1965.00

87' - 0"26517.60

21' - 5"6523.30

PROPOSEDLOCATION FORNEW TRANSFORMER


3

3 7 11

5

EXISTING SCHOOL

6

761

8

8

DROP OFF 1415

6 2

1

15



Date


WEST AND SOUTHELEVATIONS

A05144104546



1 : 200A051 West Elevation

1 : 200A052 East Elevation

MATERIAL LEGEND

MARK Description1 PREFINISHED METAL CLADDING - COLOUR 12 ALUMINUM COMPOSITE PANEL3 SPANDREL PANEL4 SMOOTH FACE MASONRY VENEER5 PREFINISHED CAP FLASHING6 PREFINISHED ALUMINUM CURTAIN WALL SYSTEM7 DOUBLE GLAZING CLEAR VISION8 PREFINISHED METAL CLADDING - COLOUR 29 INSULATED METAL DOOR - PAINTED10 OVERHEAD DOOR - PAINTED11 METAL CHANNEL WITH BUILDING SIGNAGE12 CANOPY BEYOND13 PREFINISHED ALUMINUM LAP SIDING AT SOFFIT SPACE14 WOOD COLUMN15 POLYCARBONATE OVERHEAD DOOR INTEGRATED INTO GLAZING FRAME

MAIN FLOOR

0.00

Ex. 1Ex.3Ex.4Ex.5 C1

T.O. PARAPET

9100.00

U/S OF ROOF

8620.00

T.O. SECOND FLOOR

4400.00

C5C9

PRO

PERT

Y LIN

E

23' - 5 1/2"7156.00

24' - 9"7550.00

12' - 3"3731.00

22' - 4 1/2"6820.00

5' - 7 1/2"1714.40

38' - 0 1/2"11600.28

PROPOSED LOCATION FORNEW TRANSFORMER

876 2 103

EXISTING SCHOOL

1

1

1

14

7

786


1

4

MAIN FLOOR

0.00

Ex. 1 Ex.3 Ex.4 Ex.5C1

T.O. PARAPET

9100.00

U/S OF ROOF

8620.00

T.O. SECOND FLOOR

4400.00

C5 C9

23' - 5 1/2"7156.00

24' - 9"7550.00

12' - 3"3731.00

22' - 4 1/2"6820.00

5' - 7 1/2"1714.40

38' - 0 1/2"11600.28

PRO

PERT

Y LIN

E

PROPOSED LOCATIONFOR NEW TRANSFORMER

273

7

1

2

EXISTING SCHOOL

1

14

1

6

1

46

5

9

BEYOND



Date


NORTH AND SOUTHELEVATIONS

A06144104546



1 : 200A061 North Elevation

1 : 200A062 South Elevation

MATERIAL LEGEND

MARK Description1 PREFINISHED METAL CLADDING - COLOUR 12 ALUMINUM COMPOSITE PANEL3 SPANDREL PANEL4 SMOOTH FACE MASONRY VENEER5 PREFINISHED CAP FLASHING6 PREFINISHED ALUMINUM CURTAIN WALL SYSTEM7 DOUBLE GLAZING CLEAR VISION8 PREFINISHED METAL CLADDING - COLOUR 29 INSULATED METAL DOOR - PAINTED10 OVERHEAD DOOR - PAINTED11 METAL CHANNEL WITH BUILDING SIGNAGE12 CANOPY BEYOND13 PREFINISHED ALUMINUM LAP SIDING AT SOFFIT SPACE14 WOOD COLUMN15 POLYCARBONATE OVERHEAD DOOR INTEGRATED INTO GLAZING FRAME

MAIN FLOOR100000

T.O. SLAB -SECOND FLOOR

104400

2'

P.3

W3

W1

W3

R1

F2

960

2240

1200

960

2240

PREFINISHED METAL CAP FLASHING

SBS MEMBRANE ON

SLOPED WOOD BLOCKING

DEFLECTION TRACK TO U/S BEAM - TYP

PROVIDE STEEL STUD

FRAMING AS REQUIRED PRE-FINISHED METAL DRIP

FLASHING - LAP AIR/VAPOUR

MEMBRANE OVER FLASHING - TYP

WOOD BLOCKING AS

REQUIRED

PRE-FINISHED METAL SILL

FLASHING - TYP

PROVIDE STEEL STUD

FRAMING AS REQUIRED

DEFLECTION TRACK TO U/S BEAM - TYP

PRE-FINISHED METAL SILL

FLASHING - TYP

PREFINISHED METAL PANEL (ACM)

C/W SUBGIRT SYSTEM (TYP.)

F1

CEILING TYPE. T.B.D.

108620

U/S OF ROOF

109100

T.O. PARAPET

GLASS - CLEAR

GLASS - CLEAR

CEILING TYPE. T.B.D.

2235

1500

EXTERIOR WALL TYPES:

W1 - BRICK VENEER ON STEEL STUDS

- BRICK VENEER (RUNNING BOND)

- 25mm AIR SPACE

- R20 MIN. 125mm SEMI-RIGID INSULATION c/w 150mm THERMALLY BROKEN

HORIZONTAL AND VERTICAL CLIP SYSTEM.

- SELF ADHERED AIR/VAPOUR BARRIER

- 13mm EXTERIOR GRADE SHEATHING

- 152mm ENGINEERED STEEL STUDS

- 16mm GYPSUM BOARD

CONSTRUCTION ASSEMBLIES:

W3 - ACP ON STEEL STUDS OR PREFINISHED METAL PANEL

- PREFINISHED ALUMINUM COMPOSITE PANEL

c/w CLIP SYSTEM BY MANUFACTURER

- 25mm AIR SPACE




- 13mm EXTERIOR GRADE SHEATHING


- 16mm GYPSUM BOARD

PARAPET TYPES:

P.3 - ACP ON STEEL STUDS

- PREFINISHED ALUMINUM COMPOSITE PANEL

c/w CLIP SYSTEM BY MANUFACTURER

- 25mm AIR SPACE




- 13mm EXTERIOR GRADE SHTG.


- 13mm PLYWOOD SHTG.

- ROOF MEMBRANE

ROOF TYPES:

R1 - TYPICAL ROOF CONSTRUCTION - MIN OVERALL RSI VALUE 6.1

- SBS ROOF MEMBRANE

- SBS ROOF MEMBRANE SUPPORT PANEL

- 16mm FIBREBOARD

- MIN. 120mm ROOF INSULATION


- 13mm EXTERIOR GRADE GYPSUM BOARD

- STEEL ROOF DECK

- STEEL STRUCTURE

FLOOR TYPES:

F2 - TYPICAL FLOOR CONSTRUCTION

- CONC. COVER

- 38mm STEEL DECK

- STEEL STRUCTURE

- ULC RATED SPRAY-ON FIREPROOFING TO DECK AND SUPPORTING STRUCTURE, 1

HR. FIRE-RESISTANCE RATING AS REQUIRED BY ALBERTA BUILDING CODE

F1 - TYPICAL SLAB CONSTRUCTION

- FLOOR FINISH AS SPECIFIED

- 200mm STRUCTURAL CONC. SLAB

- 100mm VOID FORM

- 15mil POLY VAPOUR BARRIER

- 100mm RADON/METHANE GUARD INSULATION

- 50mm LEVELING SAND

- UNDISTURBED SOIL

1 : 50A08

1 WALL SECTION



Date


TYPICAL WALL SECTION

A08144104546 -



ynavidikasmaei

Text Box

A07



Date


RENDERINGS

A09144104546



NORTH APPROACH

NORTH WEST VIEWSOUTH WEST VIEW

Documents

TALMUD TORAH COMMUNITY CENTRE - …files.constantcontact.com/1a503ae0101/20a97289-851f-4868-9b82-fe... · talmud torah existing survey plan 1. zoning bylaw overview 2. site plan 3