salter pilon...

$: salter pilon architecturedeciantisconstruction.ca/wp-content/uploads/2019/08/st-Nicholas-drawings.pdfNicholas FDK Renovation\2.0 Contract Documents\2.2 Drawings\05 Working Drawings\18037_St$
PART 7, PLAN 65R - 13937Bush Area

PART 1, PLAN 65R - 13240

BATHURST STREET

BB

Curb

LOT 192

LOT 193

LOT 112

LOT

113

CONCESSION 1, WEST OF YONGE STREET

PART OF LOT 92

Mound

Bank

of

Dit c

h

Shoulder

of

Asphalt

of

GW

HP

3:1

x x x x x x x x x x x xx

x

x

xx

xxx

x

x

x

x

xx

xx

x

x

x

x

x

x

x

x

xx

x

x

xxx

xx

xxx

xx

xx

xxx

xx

xx

xx

xx

xx

xx

xx

xxx

xx

xxx

xxx

xxx

xxx

xx

xx

xx

xx

xx

xx

xxx

xx

xx

xx

xx x x x x xx x x x x

x x x x x x x xx

xx x x x x xx x

x x x x x x

x

x x x x x x x x x x x x x x x

x


x

x x x x x x x x x x x x x x

x

x x x x x x x x x x x x x x

x

x x x x x x x x x x x x x x x x x x x

x

x x x x x x x x x x x x x x x x x x x

x

x x x x x x x x x x x x x x x x x x x x x x x x x

x

x x x x x x x x x x x x x x x x x

x

x

x x

x x x

x x

x x x

x x

x x

x x x

x x

x

x

x x x

x x

x

x

x x x x x x x x x x x x x x x x x x x x

x x x x x x x x x x x x x x x x x x x x x x x x


x

x x x x x x x x x x x x x x x x x x

x

x x x x x x x x x x x x x x x x x x

x

x x x x x x x x

x

x

292.72

292.82

293.16

293.99

294.10

294.65

295.57

295.800

295.77

295.67

292.62

LOT 121 LOT 120 LOT 119 LOT 118 LOT 117 LOT 116 LOT 115 LOT

114

137.632

N73°53'45"E

43.681

N89°24'45"W

136.174

N09°18'35"W

175.721

N73°53'45"E

129.842

N39°30'45"W

49.225

N43°03'4

0"E

LS

A=8.988

R=18.000

C=8.895

N88°12'04"E

A=14.54

6

R=18.00

0

C=14.15

3N50°44'

42"E

R=18.000

A=11.9

32

C=11.7

15

N58°30'10

"W

MATCH INTO EXISTING GROUND AT PROPERTY

LIMIT

HP

GP

EX. PORTABLE

EX. PORTABLE

EX. PORTABLE

EX. PORTABLE

EX. PORTABLE

EX. PORTABLE EX. PORTABLE

EX. PORTABLE

GW

HP

LIBRARY

CLASSROOM CLASSROOM CLASSROOM

VICE PRINCIPAL PRINCIPAL

GENARAL OFFICE

STORE

STORE

ACTIVITY ROOM

STAFF ROOM

KINDERGARTEN KINDERGARTEN

BOYS' W/R GIRLS' W/R

VESTIBULE

STORE

MULTI PURPOSE ROOMSTAGE

STORE

STORE

VESTIBULE

LOBBY

ACTIVITY ROOM

WORK ROOM

VEST.

HEALTH ROOM

STORE STORE

VEST.

BOYS' CHANGE

ROOM

GIRLS' CHANGE

ROOM

SEMINAR ROOMA/V ROOM

KINDERGARTEN

ART ROOM

VOCAL MUSIC ROOM

CLASSROOM CLASSROOM

CLASSROOM CLASSROOM

SCIENCE ROOM CLASSROOM CLASSROOM CLASSROOM CLASSROOM

ROOF BELOW

ROOF BELOW

ROOF BELOWROOF BELOW

ROOF BELOW

ROOF BELOW

ROOF BELOW

ROOF BELOW

STORAGE

STORAGE

CLASSROOM CLASSROOM

CLASSROOM

No

Yes (give number(s))

11.5.1.11.5 Compliance AlternativesProposed:

11.4 CompensatingConstruction:

Structural:

Increase in Occupant Load:

Yes (Explain)

Change of Major Occupancy:

Plumbing:

Extension of Buildings of Combustible Construction:

11.4.3.2.

11.4.3.4.

11.4.3.5.

11.4.3.6.

11.4.3.3.

11.4.2.2.

11.4.2.6.

11.4.2.4.

Extension of Buildings of Combustible Construction:

Plumbing:

Change of Major Occupancy:

YesNo

Increase in Occupant Load:

Structural:11.3 Reduction inPerformance Level:

11.4.2.1.

11.4.2.3.

Not Applicable (no change of major occupancy)

11.3.3.2.

11.3.3.1.

Extensive Renovation:

Basic Renovation:Alteration to ExistingBuilding is:

11.2

N/A

N/A

Major Occupancy(s): Group A, Division 2

Subsidiary Occupancy:

T 11.2.1.1.B. to N.Hazard Index:

T 11.2.1.1.A.Construction Index:

Describe Existing Use: 11.2.1.2.Existing BuildingClassification:

11.1

OBC

REFERENCEONTARIO BUILDING CODE DATA MATRIX - PART 11 - RENOVATION OF EXISTING BUILDING

YesNo

YesNo

YesNo

N/A

No

11.4.2.5.Sewage Systems: YesNo

Sewage Systems:

Yes (Explain)No

Yes (Explain)No

Yes (Explain)No

Yes (Explain)No

N/A

11.4.3.6.

11.4.3.7.

KEITH AVE

BA

TH

UR

ST

ST

RE

ET

EXISTING ST NICHOLAS CATHOLIC ELEMENTARY

SCHOOL

MAIN ENTRANCE

EXISTING FENCED FDK PLAY AREA

Sim

1A201

PHASE 1

PHASE 2

ITEM ONTARIO BUILDING CODE DATA MATRIX PARTS 3 & 9OBC REFERENCE

2 MAJOR OCCUPANCY(S) - 3.2.2.24

3 BUILDING AREA (M²) - 1.1.3.2

4 GROSS AREA (M²) - 1.1.3.2

3.2.1.1 & 1.1.3.2HEIGHT OF BUILDING (M) -

NUMBER OF STREETS/ACCESS ROUTES 3.2.2.10 & 3.2.5.5

8 BUILDING CLASSIFICATION 3.2.2.26

9 SPRINKLER SYSTEM - 3.2.2.26

10 STANDPIPE REQUIRED 3.2.9

11 FIRE ALARM REQUIRED 3.2.4

12 3.2.5.7

14 PERMITTED CONSTRUCTION 3.2.2.24

15 MEZZANINE(S) AREA (M²) - 3.2.1.1

16 OCCUPANT LOAD BASED ON 3.1.17

BARRIER-FREE DESIGN 3.8

18 HAZARDOUS SUBSTANCES 3.2.1.2(1) & 3.3.1.19(1)

19 3.2.2.26

1 PROJECT DESCRIPTION CHANGE OF USE

ALTERATION ADDITION

NEW PART 3

FOR NEW BLDG

GROUP 'A', DIVISION 2, ASSEMBLY (ELEMENTARY SCHOOL)

BUILDING AREA = LEVEL 1: 2683m², LEVEL 2: 1889m²

4572m² (Level 1 +Level 2)

N/A

HIGH BUILDING 3.2.613

NOT REQUIRED

IN LIEU OF ROOF RATING

BASEMENT ONLY

ENTIRE BUILDING

YES NO

COMBUSTIBLE BOTH

YES NO

NO

YES NO

YES NO (EXPLAIN)

YES NO

NON-COMBUSTIBLE

ACTUAL CONSTRUCTION COMBUSTIBLE BOTHNON-COMBUSTIBLE

M² / PERSON DESIGN OF BUILDING

1 STREET

N/A

PART 9

2.2.1 & 9.10.1.3

9.10.2

1.1.3.2

1.1.3.2

2.1.1.3

2.1.1.3

9.10.4

9.10.8

9.10.7.2

9.10.6

9.10.4.1

9.9.1.3

9.5.2

9.1.10.3

9.10.8

WATER SERVICE /SUPPLY IS ADEQUATE YES

NUMBER OF STOREYS - 2 STOREY5

6

7

REQUIRED FIRE RESISTANCERATING (FRR)

HORIZONTAL ASSEMBLIESFRR (HOURS)

LISTED DESIGN No.OR DESCRIPTION (SG-2)

FLOORS

ROOF

MEZZANINE

- HOURS

- HOURS

- HOURS

N/A

N/A

N/A

FRR OF SUPPORTING MEMBERS LISTED DESIGN No.OR DESCRIPTION (SG-2)

FLOORS

ROOF

MEZZANINE

- HOURS

- HOURS

- HOURS

N/A

N/A

N/A

P11

17

O.B.C. Matrix - St Nicholas Kindergarten Renovation

GROUP 'A' - Division 2, up to 2 Storeys, Increased Area -Max 4800 sq m -1 Storey, Sprinklered

RENOVATION AREA (KINDERGARTEN) = 280m²

**NO INCREASE IN OCCUPANT LOAD

LICENCEGERRY P. PILON

5042

OF

Orientation Seal

All dimensions to be checked and verified on the job. Any discrepancies are to be reported to the Consultant. All drawings remain the property of the Consultant. Only latest approved drawings to be used for construction.

Project Information

For

Drawing Title

Date

Drawn by

Scale

Project No Drawing No

No. Revision Date

salterpilonarchitecture

151 Ferris Lane, Suite 400 Barrie, Ontario L4M 6C1

salterpilon.com t: 705.737.3530

As indicated

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St. Nicholas CESKindergarten Renovations

18037 A101

York Catholic District School Board

Site Plan and OverallFloor Plans

HG

2019-01-25

PROJECT NORTH

N

Consulting Team

Architectural

Salter Pilon Architecture Inc.151 Ferris Lane, Suite 400Barrie, OntarioL4M 6C1T: 705-737-3530

Mechanical

DEI & Associates Inc.55 Northland Rd.Waterloo, ONN2V 1Y8T: 905-725-3555

Electrical

A101 Site Plan and Overall Floor Plans

Architectural Drawing List

A201 Floor and Refelcted Ceiling Plans

A601 Interior Elevations and Millwork Details

Mechanical Drawing List

E101 Demolition Plan, Key Plan, and Legend

Electrical Drawing List

E201 Renovation Plan and Specification

Key Plan NTS

1 : 500A101

Existing Site Plan1

1. ISSUED FOR CO-ORDINATION 2018-11-28

480 Keith Ave, Newmarket, ON

DEI & Associates Inc.55 Northland Rd.Waterloo, ONN2V 1Y8T: 905-725-3555

2. ISSUED FOR PERMIT 2019-01-25

PLEASE NOTE: NO WORK IS REQUIRED OR IS ANTICIPATED TO BE REQUIRED ON THE SECOND FLOOR. SECOND FLOOR KEY PLAN IS PROVIDED FOR INFORMATION PURPOSES ONLY.

1 : 300A101

Level 1 - Key and Phasing Plan2

1 : 300A101

Level 2 - Key Plan3

M101 Demolition Plan, Legend, Schedules, and Details

M201 Renovation Plan

INFORMATION TAKEN FROM:

TOPOGRAPHICAL PLAN OF SURVEY OF BLOCK 194, PLAN 65M-2784

CITY OF NEWMARKETIN THE REGIONAL MUNICIPALITY OF YORK

AS PREPARED BY STANTEC GEOMATICS LTD.ONTARIO LAND SURVEYORS300-675 COCHRANE DR., WEST TOWERMARKHAM, ONTARIO L3R 0B8PROJECT No. 160622454SURVEY TAKEN: APRIL 12, 2017

REFERENCE HORIZONTAL CONTROL MONUMENT No. 010860465

3. ISSUED FOR TENDER 2019-08-20

11

1 4a 4a 4a1 1

1

1

1

1

1

4

22

3

3a

3a 3a

1

4

2

2

2

2

4

4

6

4a

5b 5a

5

5

4

4

5

5

4

4 4

5

5

4

4 4

5b

5a2

KINDERGARTEN

034KINDERGARTEN

037

KINDERGARTEN

030

TOYSTORAGE

035

TOYSTORAGE

039

WRM

036

WRM

033

WRM

031

2

5b

5a

EXISTING CORRIDOR

VESTIBULE

LOBBY

3 3

HALF HEIGHT BLOCK WALL HALF HEIGHT BLOCK WALL HALF HEIGHT BLOCK WALL

33

APROXIMATE EXTENT OF PORTION OF EXISTING CONCRETE SLAB & BASES TO BE CUT TO PROVIDE PATH FOR NEW MECH. LINES. SITE VERIFY EXACT REQUIRED EXTENT. CO-ORDINATE FULLY W/ MECH. DWGS.

APROXIMATE EXTENT OF PORTION OF EXISTING CONCRETE SLAB & BASES TO BE CUT TO PROVIDE PATH FOR NEW MECH. LINES. SITE VERIFY EXACT REQUIRED EXTENT. CO-ORDINATE FULLY W/ MECH. DWGS.

EX

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PH

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E 1

PH

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PH

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PH

AS

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NOTE 'A'

NOTE 'A'

NOTE 'A': DEMOLITION AND CONSTRUCTION WILL OCCUR IN TWO (2) PHASES. PHASE 1 WORK WILL BE COMLETED FIRST WHILE PHASE 2 ROOMS ARE OCCUPIED. ONCE PHASE 1 IS COMPLETE, OCCUPANTS IN PHASE 2 ROOMS WILL BE RELOCATED FOR DEMOLITION AND CONSTRUCTION TO BEGIN.

EX 037

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EX035B

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023 024

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EX

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EX 036

NOTE: CONTRACTOR IS TO FULLY COORDINATE ALL THE REQUIRED REMOVALS & THE FULL EXTENT OF THOSE REMOVALS WITH THE NEW / RENOVATED FLOOR PLANS

KINDERGARTEN

037

KINDERGARTEN

030

KINDERGARTEN

034

TEACHER CLOSET

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1525 x 2440 WB

NEW RUBBERIZED

SPORTS FLOORING

NEW RUBBERIZED

SPORTS FLOORING

NEW RUBBERIZED

SPORTS FLOORING

WRM

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031033

3A201

4A201

5A201

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8 CUBBIES

4 CUBBIES

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8 CUBBIES

4 CUBBIES

A601

4 Sim

5

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320

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304

C.O

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690

C.O

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323

2127

2003

1000

PROVIDE POURED CONCRETE SLAB ON CONTINUOUS AVB ON GRANULAR BASES. NEW SLAB TO BE TIED INTO EXISTING SLAB & BE FLUSH & LEVEL WITH EXISTING CONCRETE SLAB. MAKE GOOD ALL WORK.

PROVIDE POURED CONCRETE SLAB ON CONTINUOUS AVB ON GRANULAR BASES. NEW SLAB TO BE TIED INTO EXISTING SLAB & BE FLUSH & LEVEL WITH EXISTING CONCRETE SLAB. MAKE GOOD ALL WORK.

NOTE: BULLNOSE ALL EXPOSED BLOCK CORNERS, TYPICAL.

EXISTING CONTROL PANEL TO REMAIN.



90

90

1550 90 4100 90 90 4100 90 1550

1525 x 2440 WB1525 x 2440 WB


PH

AS

E 1

PH

AS

E 2

PH

AS

E 1

PH

AS

E 2

NOTE 'A'

NOTE 'A'EXISTING CORRIDOR

EXIST ALUM WINDOWS EXIST ALUM WINDOWS EXIST ALUM WINDOW EXIST ALUM WINDOWSEXIST ALUM WINDOW

PAINTING NOTE:ALL WALLS OF THIS ROOM TO BE PRIMED AND PAINTED. ASSUME 3 PAINT COLOURS AS SPECIFIED. HOLLOW METAL FRAMES TO BE PAINTED.

PROVIDE NEW BASE THROUGHOUT ROOM PER ROOM FINISH SCHEDULE

NEW RUBBERIZED SPORTS FLOORING THROUGHOUT AS SPECIFIED







TT

PTD

SDM

EX 036

WRM

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RSFCT

16

A601

Sim

17

A601

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A601

18 Sim

FD

OWNER TO SUPPLY NEW TOILET TISSUE DISPENSERS, CONTRACTOR TO INSTALL.

OWNER TO SUPPLY NEW PAPER TOWEL DISPENSERS, CONTRACTOR TO INSTALL.

PROVIDE NEW MIRROR WITH SHELF AS SPECIFIED.

OWNER TO SUPPLY NEW SOAP DISPENSERS, CONTRACTOR TO INSTALL.

NEW WATER CLOSET, REFTER TO MECH DOCUMENTS. NEW LAVATORY AND

FAUCET, REFTER TO MECH DOCUMENTS.

TEACHER CLOSET

RSFCT033

A60118

FD17

A601

16

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WRM

033





NEW WATER CLOSET, REFTER TO MECH DOCUMENTS.

NEW LAVATORY AND FAUCET, REFTER TO MECH DOCUMENTS.

NEW MASONRY INFILL IN EXIST. DOOR OPENING. MATCH EXIST. CRS. PATCH CT BASE AND FLOOR AS NECESSARY FOR THE WORK & MAKE GOOD ALL WORK.

RSF CT

FD

TT

PTD

SD

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A60118

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NEW WATER CLOSET, REFTER TO MECH DOCUMENTS.

NEW LAVATORY AND FAUCET, REFTER TO MECH DOCUMENTS.

NEW MASONRY INFILL IN EXIST. DOOR OPENING. MATCH EXIST. CRS. PATCH CT BASE AND FLOOR AS NECESSARY FOR THE WORK & MAKE GOOD ALL WORK.

ALL DIMENSIONS ARE IN MILLIMETERS [mm] UNLESS OTHERWISE NOTED. DIMENSIONS SHOWN ARE TAKEN TO FACE OF CMU UNLESS NOTED OTHERWISE. ALL NEW PARTITIONS TO EXTENT UP TO UNDERSIDE OF EXISTING FLOOR STRUCTURE ABOVE UNLESS NOTED OTHERWISE.

1

General Notes

THE CONTRACTOR SHALL NOTIFY THE CONSULTANT OF ANY DISCREPENCIES BETWEEN ARCHITECTURAL, MECHANICAL AND ELECTRICAL DOCUMENTS PRIOR TO THE COMMENCEMENT OF WORK.

2

WHERE CONCRETE UNIT MASONRY WALLS ABUT EXISTING CONCRETE UNIT MASONRY WALLS, RAKE BACK MORTAR JOINT WHERE THE TWO MATERIALS MEET AND PROVIDE A CONTINUOUS BEAD OF SEALANT ON BOTH SIDES.

3

EXTENTS OF EXISTING CONCRETE SLAB ON GRADE REMOVALS HAVE BEEN GENERALLY INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL ACCOUNT FOR THE REMOVAL AND REPLACEMENT OF THE EXISTING CONCRETE SLAB ON GRADE AS REQUIRED TO PROVIDE NEW UNDERGROUND DRAINAGE PIPING REQUIRED BY THE MECHANICAL DOCUMENTS.

4

WHERE EXISTING WALLS ARE REMOVED, REPAIR REMAINING ADJACENT ELEMENTS TO MATCH EXISTING. MAKE GOOD ALL WORK.6

EXISTING CORRIDOR WALLS ARE ASSUMED TO BE FIRE SEPARATIONS AND IT IS ASSUMED THAT THEY PROVIDE A 45 MINUTE FIRE RESISTANCE RATING BASED ON THE EXISTING DESIGN OF THE FACILITY. ANY AND ALL NEW PENETRATIONS THROUGH THE CORRIDOR WALLS SHALL BE FIRESTOPPED AS SPECIFIED TO MAINTAIN ASSUMED FIRE RESISTANCE RATING.

7

ALL NEW MASONRY PARTITIONS SHALL BE PROVIDED WITH LATERAL BRACING AT EXISTING STRUCTURE PER THE DETAILS PROVIDED.8

ALL EXPOSED CORNERS OF MASONRY PARTITIONS SHALL BE PROVIDED WITH BULLNOSE BLOCK UNLESS NOTED OTHERWISE.9

THE USE OF SURFACE MOUNTED WIREMOLD SHALL BE CONFIRMED WITH THE CONSULTANT PRIOR TO INSTALLATION. WHERE POSSIBLE, ALL CONDUIT AND BOXES FOR NEW DEVICES SHALL BE PROVIDED WITHIN NEW AND EXISTING MASONRY WALLS.

10

NEW CONCRETE SLABS ON GRADE SHALL BE CONSTRUCTED OF CONCRETE WITH THE FOLLOWING PROPERTIES:CLASS 'N', TYPE 10, 25 MPa AT 28 DAYS, 20 mm MAX. AGGREGATE SIZE, 50-100 mm SLUMP AT POINT OF DISCHARGE.

5

ALL EXISTING ITEMS INDICATED ON DRAWINGS ARE APPROXIMATE ONLY AND ARE INDICATED AS ACCURATELY AS POSSIBLE FROM INFORMATION PROVIDED AND OBSERVATIONS ON SITE. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING EXACT LOCATIONS OR ALL EXISTING ITEMS PRIOR TO COMMENCEMENT OF DEMOLITION AND CONSTRUCTION ACTIVITIES.

1

Demolition General Notes

REFER TO MECHANICAL AND ELECTRICAL DRAWINGS AND SPECIFICATIONS FOR ALL EXISTING MECHANICAL AND ELECTRICAL SERVICE DISCONNECTIONS, DEMOLITION AND ALTERATIONS.

2

REFER TO PROJECT MANUAL FOR INFORMATION PERTAINING TO DESIGNATED SUBSTANCES AND HAZARDOUS MATERIALS.3

EXTENTS OF EXISTING CONCRETE SLAB ON GRADE REMOVALS HAVE NOT BEEN INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL ACCOUNT FOR THE REMOVAL AND REPLACEMENT OF THE EXISTING CONCRETE SLAB ON GRADE AS REQUIRED TO PROVIDE NEW UNDERGROUND DRAINAGE PIPING REQUIRED BY THE MECHANICAL DOCUMENTS.

4

WHERE EXISTING WALLS ARE REMOVED, REPAIR REMAINING ADJACENT ELEMENTS TO MATCH EXISTING. MAKE GOOD ALL WORK.5

EXISTING MASONRY PARTITION TO BE COMPLETELY REMOVED.1

Demolition Legend

REMOVE EXISTING DOOR (HOLLOW METAL OR WOOD), FRAME (HOLLOW METAL) AND HARDWARE.2

REMOVE EXISTING PLUMBING FIXTURE AND ASSOCIATED PIPING, REFER TO MECHANICAL DOCUMENTS.

5a REMOVE EXISTING COUNTER MOUNTED SINK AND ASSOCIATED PIPING, REFER TO MECHANICAL DOCUMENTS.

5b

REMOVE EXISTING CABINETS/MILLWORK.

4a REMOVE EXISTING CUBBIES (BENCH AND WALL MOUNTED CUBBIES.

5

REMOVE EXISTING VCT FLOORING AND RUBBER BASE THROUGHOUT. PREPARE EXISTING SLAB ON GRADE TO RECEIVE NEW FLOORING.

3

REMOVE EXISTING CERAMIC FLOOR TILE AND BASE THROUGHOUT. PREPARE EXISTING SLAB ON GRADE TO RECEIVE NEW FLOORING.

3a

4

REMOVE EXISTING COUNTER MOUNTED VANITY SINK, ASSOCIATED PIPING AND VANITY COUNTER AND CABINETS BELOW, REFER TO MECHANICAL DOCUMENTS.

5c REMOVE EXISTING WATER CLOSET AND ASSOCIATED PIPING, REFER TO MECHANICAL DOCUMENTS.

THIS LIST IS PRESENTED AS A PARTIAL LIST OF EXISTING ITEMS AND IS REPRESENTATIVE ONLY OF THE NATURE AND TYPE OF ITEMS TO BE REMOVED. ADDITIONAL REMOVALS CALLED FOR, OR IMPLIED AS A RESULT OF NEW CONSTRUCTION WORK AS DETAILED, ARE TO BE CARRIED OUT AS REQUIRED. CONTRACTOR IS RESPONSIBLE FOR COMPLETE INSPECTION OF ALL EXISTING CONDITIONS TO DETERMINE THE EXTENT OF DEMOLITION AND REMOVAL NECESSARY TO COMPLETE ALL WORK TO THE INTENT OF THE DRAWINGS AND SPECIFICATIONS. REFER TO MECHANICAL AND ELECTRICAL DOCUMENTS FOR DEMOLITION AND REMOVAL OF ALL MECHANICAL AND ELECTRICAL EQUIPMENT AND SERVICES. ALL EXISTING STRUCTURES SHALL BE REVIEWED TO DETERMINE REQUIRED BRACING AND SHORING PRIOR TO THE COMMENCEMENT OF DEMOLITION ACTIVITIES.

KINDERGARTEN

037

KINDERGARTEN

034

WRM

036

WRM

033

TOYSTORAGE

035TOY

STORAGE

039

WRM

031

KINDERGARTEN

030

ACT 1

2800 AFF

ACT 1

2800 AFF

ACT 1

2800 AFF

EXISTING WALLS TO BE REMOVED



CROSSED AREA INDICATES PORTIONS OF EXIST. ACOUSTIC CEILING TILES & T-BAR GRID TO BE CUT & REMOVED TO FIT NEW FLOOR PLAN LAYOUT(S). SUPPLY NEW TRIM PIECES TO MATCH EXISTING WHERE REQUIRED. SUPPLY TEMPORARY OR NEW SUPPORT AS REQUIRED. MAKE GOOD ALL WORK.


ER

ER ER ER

ER ER ER

ER ER ER

ER ER

ER

ER

ER

ER

ER

ER ER

ER ER

ER ER

ER ER

ER

ER

ER ER ER

ER ER ER

ER ER ER

ER ER

ER

ER ER

ER

ER ER



NOTE: CONTRACTOR IS TO FULLY COORDINATE ALL THE REQUIRED REMOVALS & THE FULL EXTENT OF THOSE REMOVALS WITH THE NEW / RENOVATED FLOOR PLANS

PH

AS

E 1

PH

AS

E 2

PH

AS

E 1

PH

AS

E 2

NOTE 'A'


CROSSED AREA INDICATES PORTIONS OF EXIST. CEILING TO BE CAREFULLY CUT AS REQUIRED TO TIE EXISTING CEILINGS TOGETHER. MAKE GOOD ALL WORK.

CROSSED AREA INDICATES PORTIONS OF EXIST. CEILING TO BE CAREFULLY CUT AS REQUIRED TO TIE EXISTING CEILINGS TOGETHER. MAKE GOOD ALL WORK.

ER ER ER

ER ER ER

ER ER ER

ER ER

ER

ER

ER

ER

ER

ER ER

ER ER

ER ER

ER ER

ER

ER

ER ER ER

ER ER ER

ER ER ER

ER ER ER

ER

ER ER

ER

ER ER

ER

ER

ER

ER

ER

ER ER

ER ER

ERER

ERER

ER N


PH

AS

E 1

PH

AS

E 2

PH

AS

E 1

PH

AS

E 2

NOTE 'A'


CO-ORDINATE FULLY WITH MECHANICAL & ELECTRICAL DRAWINGS & SPECIFICATIONS TO ENSURE PROPER PLACEMENT OF ALL LIGHTS, GRILLES, EXHAUST FANS, DIFFUSERS ETC. RELATING TO THE REFLECTED CEILING PLAN RENOVATION LAYOUT.

1

Reflected Ceiling Plan General Notes

2

3

REFER TO ELECTRICAL DRAWINGS FOR TYPE & LOCATIONS OF FIXTURES FLUSH WITH GYPSUM WALL BOARD CEILINGS WHICH REQUIRE CAREFUL FINISHING.

THE INTENT OF THIS RENOVATION IS TO KEEP AS MUCH OF THE EXISTING CEILING GRID AND TILES IN PLACE AS POSSIBLE AND TO REPAIR & REUSE AS REQ'D THE GRID AND CEILING TILES WHERE EXISTING WALLS ARE BEING REMOVED.

REFLECTED CEILING PLAN LEGEND:

- SUPPLY AIR DIFFUSER PER MECH. ER INDICATES - TO REMAIN

- RETURN AIR DIFFUSER PER MECH. ER INDICATES -TO REMAIN

- EXHAUST GRILLE PER MECH. ER INDICATES - TO REMAIN

- SURFACE MOUNTED LUMINAIRE PER ELECT. ER INDICATES - TO REMAIN

- RECESSED LUMINAIRE PER ELECT. ER INDICATES - TO REMAIN

- 610 x 1220 LAY-IN CEILING TILE


5042

OF

Orientation Seal


Project Information

For

Drawing Title

Date

Drawn by

Scale


No. Revision Date




As indicated

\\F

ileserv

er\

Sto

rageD

ata

\Pro

jects

\18037 -

YC

DS

B S

t N

ichola

s F

DK

Renovation\2

.0 C

ontr

act D

ocum

ents

\2.2

Dra

win

gs\0

5 W

ork

ing D

raw

ings\1

8037_S

t N

ichola

s_R

18.r

vt

8/1

5/1

9 2

:10:5

5 P

M


18037 A201


Floor and ReflectedCeiling Plans

HG

2019-01-25

1 : 75A201

Level 1 - Kindergarten - Demo1

1 : 75A201

Level 1 - Kindergarten - Altered2

1 : 25A201

WRM 0363

1 : 25A201

WRM 0334

1 : 25A201

WRM 0315

PROJECT NORTH

N

1 : 75A201

Level 1 RCP - Demo6

1 : 75A201

Level 1 RCP - Altered10





25 MIN

14 EQ DIVS

± 6229

BASE PER ROOM FINISH & COLOUR SCHEDULE.

25 MIN

NEW UPPER CABINETES WITH LOCKABLE DOORS.

NEW CUBBIES.

NEW HARDWOOD RAIL WITH METAL COAT HOOKS

NEW HARDWOOD BENCH ON METAL SUPPORT BRACKETS. HARDWOOD NOSING AT BENCH ENDS WHERE REQ.

250

22 EQ CUBBIES

± 5777 250

EXISTING DOOR AND FRAME TO REMAIN.

NEW DOOR AND FRAME.

REFER TO SCHEDULE.

8

A601

8 EQ CUBBIES

2115 250


NEW CUBBIES.


NEW HARDWOOD BENCH ON METAL SUPPORT BRACKETS. RETURN HARDWOOD NOSING AT BENCH ENDS WHERE REQ.

8

A601

Sim

EXISTING WINDOW

AND FRAME TO REMAIN.

EXISTING WINDOW


EXISTING WINDOW


9

A601

10

A601

11

A601




NEW CUBBIES.




TEACHER'S AND STORAGE CLOSET

25 1000 1200

WALLMOLD TO REMAIN

BASE AS PER ROOM FINISH & COLOUR SCHEDULE.

EXIST. PROJECTION EQUIPMENT TO REMAIN.

12

A601

13

A601

14

A601

EX CB TO REMAIN EX CB TO REMAIN EX PB TO REMAIN



NEW CUBBIES.



25

18 EQ DIVS

8367

32 EQ CUBBIES

8392


8

A601

Sim

BASE AS PER ROOM FINISH & COLOUR SCHEDULE.

1525 x 2440 WB

600

1525

13

A601

Sim14

A601

Sim

1200± 203

1525 x 2440 WB 1525 x 2440 WB

EQ 7320 EQ

12

A601

Sim

1000

10 EQ DIVS

3800± 323

4 EQ DIVS

1800

5 EQ DIVS

2000± 323

800

500

900

700

2200


TEACHER'S CLOSET

800

300

380

100

140

480

300

350

BASE PER ROOM FINISH AND COLOUR SCHEDULE

HARDWOOD VENEER FINISH ON ALL EXTERIOR AND INTERIOR SURFACES OF CUBBIES WITH HARDWOOD EDGING.

ADJUSTABLE SHELVING ON PILASTER STRIPS

HINGED DOORS

38 x 140 HARDWOOD BENCH SLATS WITH 38 x 65 HARDWOOD NOSING FASTENED TO EXISTING AND NEW METAL BRACKETS.ALL HARDWOOD EDGES SHALL BE PROVIDED WITH 10mm RADIUS.

38 x 140 HARDWOOD RAIL ANCHORED TO EXISTING MASONRY WALL AT 400mm O/C, STAGGERED PATTERN. COUNTERSINK ALL FASTENERS AND PLUG WITH HARDWOOD DOWELS.PROVIDE COAT HOOKS AS SPECIFIED, FASTENED TO HARDWOOD RAIL.

456

250

CK

50 x 50 x 6 CONTINUOUS STEEL ANGLE ALONG LENGTH OF BENCH WELDED TO 50 x 50 x 6 STEEL BRACKETS AT 1200 mm ON CENTRE. PROVIDE HOLES AND SHIMS AS REQUIRED TO ANCHOR NEW HARDWOOD SLATS AND NOSING.

BACK PANEL

PULL

12

140

12

140

12

140

PROVIDE 50 x 50 x 6 STEEL ANGLE BRACKETS.NOTE, WHERE BENCHES ARE BACK TO BACK ON SAME WALL, PROVIDE BRACKETS CONTINUOUS THROUGH WALL, PROVIDED WITH ANGLE POST AND 150 mm LONG 15M REBAR WELDED TO EACH SIDE OF POST TO ANCHOR IN NEW MASONRY WALL.BRACKETS SHALL BE PRIMED AND PAINTED.

25 x 10 HARDWOOD TRIM AT BACK DUE TO BACKPACK STRAPS GETTING CAUGHT.

NOTE: PROVIDE UPPER CABINETS ONLY WHERE INDICATED ON PLANS AND INTERIOR ELEVATIONS.

100

800

500

900

100

350

635

RETURN BACKSPLASH AT ENDS WHERE WALLS OR ADJACENT MILLWORK OCCUR

HINGED DOORS


VENEER CORE BASE

PLASTIC LAMINATE ON 19mm SUBSTRATE - TOP, BACKSPLASH & FRONT EDGE

40


HINGED DOORS

BACK PANEL

NEW SINK AND FAUCET AS SPECIFIED.

PULL

ADJUSTABLE SHELVING ON PILASTER STRIPS.

BACK PANEL

PULL

610

100

800

700

700

100

350

635

RETURN BACKSPLASH AT ENDS WHERE WALLS OR ADJACENT MILLWORK OCCUR

HINGED DOORS


VENEER CORE BASE


40


HINGED DOORS

BACK PANEL

NEW SINK AND FAUCET AS SPECIFIED.

PULL

ADJUSTABLE SHELVING ON PILASTER STRIPS IN UNITS WITHOUT SINKS.

BACK PANEL

PULL

635

610

100

800

700

700

100

635

RETURN BACKSPLASH AT ENDS WHERE WALLS OR MILLWORK OCCUR


VENEER CORE BASE


40

BACK PANEL

FULL DEPTH DRAWERS

PULL


HINGED DOORS

350

0 610

BACK PANEL

PULL

1100

1000

100

2200


VENEER CORE BASE

BACK PANEL

FIXED MIDDLE SHELF

NOTE: SECURELY ANCHOR THIS UNIT TO MASONRY WALLS BEHIND.720

35mm THICK SOLID CORE WOOD DOOR AS SPECIFIED.

LOCKSET AS SPECIFIED.

HARDWOOD HEAD AND JAMBS.



1200

900

100

2200


VENEER CORE BASE


BACK PANEL

FIXED MIDDLE SHELF


NOTE: SECURELY ANCHOR THIS UNIT TO MASONRY WALLS BEHIND.

635



38 x 89 HARDWOOD HEAD.

HARDWOOD JAMBS (NOT SHOWN)

400

1700

100

2200


VENEER CORE BASE

BACK PANEL

NOTE: SECURELY ANCHOR THIS UNIT TO MASONRY WALLS BEHIND.

635



300

150

CLOSET ROD WITH END BRACKETS.

38 x 89 HARDWOOD HEAD.

HARDWOOD JAMBS (NOT SHOWN)

19mm VENEER CORE SHELF WITH 38 x 89 HARDWOOD NOSING.

ANODIZED ALUMINUM CAP TRIM AS SPECIFIED AND SCHEDULED.

NEW CERAMIC FLOOR TILE SET IN THINSET MORTARAS SPECIFIED AND SCHEDULED.

EXISTING OR NEW CONCRETE SLAB ON GRADE, PREPARE SURFACE AS REQUIRED TO RECEIVE NEW FLOORING.

NEW CERAMIC BASE TILE AS SPECIFIED AND SCHEDULED.

JT

100

CAULK THE JOINT BETWEEN THE ALUMINUM CAP TRIM AND EXISTING MASONRY WALL AS SHOWN.

EXISTING OR NEW MASONRY WALL, PREPARE SURFACE AS REQUIRED TO RECEIVE NEW BASE.

NEW RESILIENT SHEET SPORTS FLOORING AS SPECIFIED AND SCHEDULED.

ANODIZED ALUMINUM TRANSITION TRIM AS SPECIFIED AND SCHEDULED.

NEW CERAMIC FLOOR TILE SET IN THINSET MORTARAS SPECIFIED AND SCHEDULED.

AT TRANSITIONS BETWEEN FLOORING MATERIALS WITH DIFFERENT THICKNESSES, EVENLY FEATHER UP SUBSTRATE USING CEMENTITIOUS FLOOR LEVELLING MATERIAL AS SPECIFIED OR RECOMMENDED BY FLOOR FINISH MANUFACTURER TO PROVIDE A SMOOTH AND LEVEL TRANSITION BETWEEN DIFFERENT MATERIALS. FEATHERING SHALL BE FOR THE FULL WIDTH OF TRANSITION PLUS TAPERING AT SIDES AND SHALL BE NO LESS THAN 610mm WIDE.

EXISTING CONCRETE SLAB ON GRADE, PREPARE SURFACE AS REQUIRED TO RECEIVE NEW FLOORING.

FEATHERING DEPTH = 610 MIN.

TT


NEW WATER CLOSET, REFER TO MECHANICAL DOCUMENTS.

NEW BASE AS SCHEDULED.


NEW LAVATORY AND FAUCET, REFER TO MECHANICAL DOCUMENTS.

M

SD

AF

F

600


16

A601

Sim


PT

HM FRAME AS SCHEDULED.

DOOR AS SCHEDULED AND SPECIFIED.

BACK TO BACK STEEL ANGLE LINTEL FOR OPENINGS IN NEW MASONRY WALLS PER THE NOTES ON THIS DETAIL.

DOUBLE ANGLES SHALL BE PLACED BACK TO BACK AND BOLTED TOGETHER WITH MIN. 16 mm Ø BOLTS AT 600 mm O/C OR EQUIVALENT STITCHWELD TOP AND BOTTOM.

1

Steel Lintel Notes

EACH END OF LINTEL SHALL BEAR 150 mm ONTO SOLID MASONRY BEARING.

2

STEEL ANGLE SIZE TO SPAN UP TO 1200 mm CLEAR OPENING WIDTH SHALL BE AS FOLLOWS:- FOR 140 mm THICK MASONRY: 2 - 90 x 65 x 8 LLV- FOR 190 mm THICK MASONRY: 2 - 90 x 90 x 8

3

EXISTING CONCRETE SLAB ON GRADE.

DRILL AND SET 10M x 300 LONG REBAR DOWELS IN EXISTING CONCRETE SLAB ON GRADE AT 1200 mm O/C TO BOND NEW AND EXISTING SLABS.

100

75

WHERE NEW CONCRETE SLABS ON GRADE MEET EXISTING, PROVIDE THICKENED CONCRETE SLAB ON GRADE AS SHOWN TO EXTEND BELOW EXISTING SLABS ON GRADE.

75

EXISTING CONCRETE SLAB ON GRADE TO REMAIN.

WHERE NEW MASONRY WALL IS CONSTRUCTED ON EXISTING CONCRETE SLAB ON GRADE, EXISTING SLAB SHALL BE SAW-CUT AT EDGE OF NEW MASONRY WALLS TO PROVIDE CONTROL JOINT TO REDUCE SLAB CRACKING.

90

30

DRILL IN AND SET 15M x 450 LONG REBAR DOWELS IN EXISTING CONCRETE SLAB ON GRADE AT 1200 mm O/C AND FILL BOTTOM TWO COURSES OF NEW MASONRY WALL SOLID WITH GROUT OR COARSE CONCRETE.

NEW MASONRY WALL CONSTRUCTED OF LIGHTWEIGHT CONCRETE MASONRY UNITS, 15MPa MORTAR AND HORIZONTAL WIRE REINFORCING AS SPECIFIED.

140 or 190

VARIES

RETURN BACKSPLASH AT ENDS WHERE WALLS OR MILLWORK OCCUR

PLASTIC LAMINATE ON 19mm SUBSTRATE-TOP, BACKSPLASH & 180 DEGREE FRONT ROUNDED EDGE

100

Door and Frame Notes:

1 SINGLE DOOR 033 - KINDERGARTEN 035 TO WRM 033 (RH)

950 x 2150 x 45 HM DR x HM FRAME

6 STANDARD HINGE BB1168 114 x 101 C26D C26D1 LATCHSET 10U12 LL C26D LH C26D1 LATCHSET 10U15 LL C26D RH C26D3 FINGERGUARD MK1A x 2150 DARK GREY DARK GREY

** FINGERGUARD TO BE INSTALLED ON EX036 (EXIST. WRM DR)2 WALL DOOR STOP GSH 250B C32D C32D

ALL STEEL FRAMES SHALL BE WIPE-COAT GALVANIZED PLUS 2 COATS OF ZINC RICH PRIMER. PAINT BY OTHERS.

3 ANCHORS PER JAMB MINIMUM

LONGITUDINAL EDGES OF DOORS SHALL BE MECHANICALLY INTERLOCKED, ADHESIVE ASSISTED WITH EDGE SEAMS CONTINUOUSLY WELDED, FILLED AND SANDED FLUSH WITH NO VISIBLE SEAM.

DOOR FACE SHEETS: FABRICATE FROM 18 ga BASE METAL THICKNESS

ALL VOIDS FILLED COMPLETELY WITH SEMI-RIGID MINERAL FIBRE INSULATION. MIN. DENSITY 24 kg/m³, TO CAN/ULC-S702 TYPE 1

HINGE REINFORCEMENTS SHALL BE 3.416mm STEEL MINIMUM HIGH FREQUENCY TYPE REINFORCING.

REINFORCEMENTS ALL OTHER COMPONENTS SHALL BE 1.519mm STEEL MINIMUM.

ALL DOORS SHALL RECEIVE 20 ga STEEL TRIM AND SCREW FIXED GLAZING STOPS. SCREWS SHALL BE #6 x 31mm OVAL HEAD, SELF-DRILLING TYPE AT 300mm O.C. MAXIMUM.

FRAMES: DOOR FRAMES: FABRICATE FROM 16 ga BASE METAL THICKNESS

HINGE AND PIVOT REINFORCEMENTS SHALL BE 2.657mm STEEL MINIMUM HIGH FREQUENCY TYPE REINFORCING.

STRIKE REINFORCEMENTS SHALL BE 1.519mm STEEL MINIMUM.

DOORS:

1.

4.

1.

3.

4.

5.

2.

6

1.

2.

3.

950

031 AND 033HOLLOW METAL DOOR AND FRAME IN EXISTING BLOCK WALL

2150

1 SINGLE DOOR 031 - KINDERGARTEN 030 TO WRM 031 (LH)


5042

OF

Orientation Seal


Project Information

For

Drawing Title

Date

Drawn by

Scale


No. Revision Date




As indicated

\\F

ileserv

er\

Sto

rageD

ata

\Pro

jects

\18037 -

YC

DS

B S

t N

ichola

s F

DK

Renovation\2

.0 C

ontr

act D

ocum

ents

\2.2

Dra

win

gs\0

5 W

ork

ing D

raw

ings\1

8037_S

t N

ichola

s_R

18.r

vt

8/1

5/1

9 2

:10:5

7 P

M


18037 A601


Interior Elevations andMillwork Details

HG

2019-01-25

1 : 50A601

034 and 036 West3

1 : 50A601

034 and 036 South6

1 : 50A601

034 and 036 North4

1 : 50A601

034 and 036 East5

1 : 50A601

037 East2

1 : 50A601

037 North1

1 : 50A601

037 South West7

1 : 20A601

8

1 : 20A601

9

1 : 20A601

10

1 : 20A601

11

1 : 20A601

12

1 : 20A601

13

1 : 20A601

14

1 : 2A601

Typical Tile Base16

1 : 2A601

Flooring Transition17

1 : 20A601

Typical Washroom Layout18

1 : 5A601

Typical Steel Lintel19

1 : 10A601

New to Exist. SOG20



1 : 10A601

Wall - Base to Exist. SOG21


1 : 5A601

Front Edge Detail15


·

·

·

·

·

·

·

·

·

·

·

·

EXISTINGCORRIDOR

VESTIBULE

LOBBY

KINDERGARTEN

037

KINDERGARTEN

030

KINDERGARTEN

034

WRM

036

WRM

033

TOYSTORAGE

035

WRM

031

TOYSTORAGE

039

Orientation Seal

All dimensions to be checked and verified on the job. Anydiscrepancies are to be reported to the Consultant. All drawingsremain the property of the Consultant. Only latest approved drawingsto be used for construction.

Project Information

For

Drawing Title

Date

Drawn by

Scale


No. Revision Date

AS NOTED

St. Nicholas CESKindergarten Renovation



Aug 2019

©

55 Northland Road,Waterloo, ON, N2V 1Y8Phone: 519-725-3555Fax: 519-725-2515Website: deiassociates.caProject Number: 18324

20 Aug 19

PROJECT NORTH

N

18037 M101

DEMOLITION & FIRE PROTECTIONPLAN, SCHEDULES & DETAILS

MB

·

·

·

’

’

EXISTINGCORRIDOR

VESTIBULE

LOBBY

KINDERGARTEN

037

KINDERGARTEN

030

KINDERGARTEN

034

WRM

036

WRM

033

TOYSTORAGE

035

WRM

031

TOYSTORAGE

039

Orientation Seal


Project Information

For

Drawing Title

Date

Drawn by

Scale


No. Revision Date

AS NOTED




Aug 2019

©


20 Aug 19

PROJECT NORTH

N

18037 M201

RENOVATION PLANAND SPECIFICATION

MB

LIBRARY

CLASSROOM CLASSROOM CLASSROOM

VICE PRINCIPAL PRINCIPAL

GENARAL OFFICE

STORE

STORE

ACTIVITY ROOM

STAFF ROOM

KINDERGARTEN KINDERGARTEN

BOYS' W/R GIRLS' W/R

VESTIBULE

STORE

MULTI PURPOSE ROOMSTAGE

STORE

STORE

VESTIBULE

LOBBY

ACTIVITY ROOM

WORK ROOM

VEST.

HEALTH ROOM

STORE STORE

VEST.

BOYS' CHANGE

ROOM

GIRLS' CHANGE

ROOM

SEMINAR ROOM

A/V ROOM

KINDERGARTEN

EXISTINGCORRIDOR

VESTIBULE

LOBBY

KINDERGARTEN

037

KINDERGARTEN

030

KINDERGARTEN

034

WRM

036

WRM

033

TOYSTORAGE

035

WRM

031

TOYSTORAGE

039

Orientation Seal


Project Information

For

Drawing Title

Date

Drawn by

Scale


No. Revision Date

AS NOTED




Aug 2019

©


PROJECT NORTH

N

18037 E101

DEMOLITION PLAN, KEYPLAN AND LEGEND

KF

“ ”

“ ” “ ” “ ”

EXISTINGCORRIDOR

VESTIBULE

LOBBY

KINDERGARTEN

037

KINDERGARTEN

030

KINDERGARTEN

034

WRM

036

WRM

033

TOYSTORAGE

035

WRM

031

TOYSTORAGE

039

Orientation Seal


Project Information

For

Drawing Title

Date

Drawn by

Scale


No. Revision Date

AS NOTED




Aug 2019

©


PROJECT NORTH

N

18037 E201

RENOVATION PLANAND SPECIFICATION

KF