Michael Pacholok Purchasing and Materials … · Purchasing and Materials Management Division City Hall, 18th Floor, West 100 Queen Street West Toronto, Ontario M5H 2N2 Joanne Kehoe

Michael Pacholok, Chief Purchasing Official and Director

Purchasing and Materials Management Division City Hall, 18th Floor, West 100 Queen Street West Toronto, Ontario M5H 2N2

Joanne Kehoe Manager Construction Services

February 24, 2017 Via Website posting (32 pages)

Addendum No. 2 Tender Call No.1 -2017

Closing: 12:00 NOON (LOCAL TIME), March 9, 2017 (REVISED)

FOR: the supply of all materials, equipment, labour and supervision necessary for the construction of the new Block 31 Community Centre/ Child Care Centre/ 2 Elementary Schools (TDSB & TCDSB)

Please refer to the above Tender Call document in your possession and be advised of the following:

1. REVISED Closing Date

The closing date has been extended from March 7 to 12:00 noon, March 9, 2017. The last day for questions is March 3, 2017 at 1:00pm.

2. REVISED - Section 4 - Scope of Work Please refer to attached Addendum #2 from ZAS Architects (25 pages including drawings) dated 17. February, 2017

3. RESPONSES TO QUESTIONS The following are responses to questions received during the bid period.

Q1. Hardware Schedule:There is no hardware schedule. Specification refers to

creating an approved schedule. There is not enough time to prepare, and will not guarantee all bidders will price on the same products, list, etc. A hardware cash allowance should be considered. Please respond.

A1. Hardware supply in the Cash Allowance. A hardware schedule will be issued for information in a subsequent addendum.

Q2. Missing Caisson Information There are 15 caissons and caps not shown on the

S200 series showing founding elevations, caisson marks and cap information (GLs: nH & nJ, n7 east and nG south & n7.2). Please clarify.

A2. Refer to part plan 1/S212 for the caisson type, cap type and founding elevation

Q3. Re: Building Envelope, please clarify the following:

Dwg A002

Re: exterior wall assembly W1A, does the drainage board and waterproofing apply to below grade only per 13/A652?

Please clarify extent of cement parged / cement board. Is the intent to use concrete faced insulation per 11/A652. Also, details 13, 14/A652 does not show cement parging or cement board.

Dwg A319B

roof type in area surrounding planters shows as R2 but hatching indicates R3P

Section 4/A655 shows wood stairs and wood deck. Roof plan shows R1 and R2 (or R3P) roof type.

roof type at perimeter, N, E and W sides surrounding the basketball court shows as R1 in the referenced sections (green per roof types) but there is no hatching indicating green roof. A part of this area shows undefined hatching that suggests R3 gravel ballast roofing.

Roof type west of the basketball court shows roof type R1 with an undefined hatching that suggests R3 gravel ballast roofing.

Section 7/A655 shows roofing in planters appearing as green roofing but is undefined.

Dwgs A600 A605

Are large scale details for conditions on these drawings available? Dwg A656

most details on this drawing are not descriptive. Can descriptive details be provided?

A3. Dwg A002

Drainage board and waterproofing apply to below grade as per 13/A652?

The intent is use concrete faced insulation per 11/A652. As noted on details 13, 14/A652 provide 90mm precast concrete there is no cement parging or cement board in this location.

Dwg A319B

roof type in area surrounding planters is R2

In Section 4/A655 the wood deck would be replaced with concrete pavers under the base price and would be wood deck for the Alternative Price.

The Roof Type at perimeter, N, E and W sides and including the basketball court is R3T (Track and Basketball Ballast Roof) gravel ballast roofing.

14-001 Addendum #02 Page 1 of 5

ADDENDUM # 02

BLOCK 31 DEVELOPMENT, Toronto, Ontario

17 February 2017 Job No. 14-001

1.0 GENERAL 1.1 This Addendum shall form an integral part of the tender documents. The contents of this

Addendum shall be brought to the attention of all concerned. 1.2 Acknowledge receipt of the addendum in the Tender Form. 1.3 All trades shall read the entire Addendum.

2.0 SPECIFICATION

2.1 SECTION 00 01 10 LIST OF CONTENTS

.a Add the following section heading to the List of Contents: 01 32 10 Construction Schedule A 3 VOL 1

2.2 SECTION 01 32 00 PROJECT PROGRESS DOCUMENTATION

.a Delete sub-section 1.1 CONSTRUCTION SCHEDULE in its entirety

2.3 SECTION 01 32 00 PROJECT PROGRESS DOCUMENTATION

.a Delete sub-section 1.1 CONSTRUCTION SCHEDULE in its entirety

2.4 SECTION 01 32 10 CONSTRUCTION SCHEDULE

.a Add attached section 01 32 10 CONSTRUCTION SCHEDULE

2.5 SECTION 09 21 16 GYPSUM BOARD

.a Revise the named products as follows 2.1.4 Tile Backer Board:

Delete CGC Fiberock Aqua Tough Tile Backerboard; Replace with Durock Glass Mat Tile Backer Board

2.1.6 Abuse Resistant Gypsum Board:

Delete Fibre Abuse Resistant by CGC; Replace with Sheetrock Glass Mat Mold Tough Abuse Resistant

2.1.7 Very High Impact (VHI) Abuse Resistant Gypsum Board:

Delete Fiberock VHI Abuse Resistant by CGC; Replace with Sheetrock Mold Tough VHI.

2.1.8 Water (Moisture) and Mould Resistant Wallboard:

Delete Fiberock Brand Aqua-Tough by CGC; Replace with Sheetrock Glass Mat Mold Tough


2.6 SECTION 09 54 00 LINEAR WOOD CEILINGS

.a Revise paragraph 2.1.1 to read: 1. Wood Panels: Geopanel Grille Wood Ceiling Panel (WS), SKU: WG-4480-3DWB, Solid

Hemlock, MG, Blade Size; 35mm x 64mm x 305mm (1-3/8 x 2-1/2 x 12), 3 Blades at (4) o.c. Black Acoustic Fabric Backing. Or alternate by 9wood, Atkar Archmill House Inc, Rieger Architectural Products, or Decoustics

2.7 SECTION 11 66 00 GYMNASIUM EQUIPMENT

.a Revise paragraph 2.1.1.2 to read: 2. Or approved alternative product by OES Scoreboards or other manufacturers approved

by consultant

2.8 SECTION 12 12 19 ROLLER BLINDS

.a Revise paragraph 1.2.1 to read:

1. Provide manual sun control fabric roller blinds to interior screens and exterior windows on the following windows: S1.2A TDSB GENERAL OFFICE; S1.2B TDSB VICE PRINCIPAL OFFICE; S1.2C TDSB PRINCIPAL OFFICE; S1.2D TDSB HEALTH RM; S1.3A TCDSB GENERAL OFFICE; S1.3B TCDSB MEETING; S1.3C TCDSB COPY ROOM; S1.3F TCDSB PRINCIPAL OFFICE; S1.3G TCDSB VICE PRINCIPAL OFFICE; S1.5,9,10 TCDSB KINDERGARTEN; S1.11, 12, 14, 15 TDSB KINDERGARTEN; S1.19 PRESCHOOL PLAYROOM 2; S1.24 PRESCHOOL PLAYROOM 1; S1.25A TODDLER PLAYROOM; S1.26A INFANT PLAY ROOM; S1.26C INFANT SLEEP ROOM; S1.28 MEETING; S1.29 RESOURCE OFFICE; S1.30 SUPERVISOR OFFICE; N2.19A TCDSB MULTIPURPOSE; S2.2, 3, 9, 10, 11 TDSB CLASSROOM; S2.5, 6, 8, 30, 31; TDSB CLASSROOM SPEC ED; S2.17, 18, 19, 20, 24, 25 26 TCDSB CLASSROOM; S2.14, 16 TCDSB SPEC ED CLASSROOM; N3.3A STUDIO 1 FITNESS; N3.7, 12 MEETING; N3.13 TEACHING KITCHEN; S3.2, 3, 5, 6, 7, 8, 9, 28,30 TDSB CLASSROOM; S3.11, 12, 13, 14, 15, 16, 17, 18, 23, 24, 25 TCDSB CLASSROOM; S3.34 TDSB CLASSROOM ART; S3.35 TDSB TOOL ROOM; S3.36 TDSB CLASSROOM SCIENCE

2.9 SECTION 12 21 13 MOTORIZED WINDOW SHADES

.a Revise paragraph 1.2.1 to read:

1. Provide electrically operated, interior single solar shade system, with related hardware connected to exterior sensors for automatic opening and closing to complete the installation. Refer to electrical drawings for further information. Provide Motorised Shades to the exterior and interior glazing of School Gym 1 N1.57 and School Gym 2 N1.56. Provide Motorised Shades to the exterior glazing of Multipurpose Room 1 N2.14A; Multipurpose Room 2 N2.12A; Multipurpose Room 3 N2.12; Meeting Room N3.17


3.0 ARCHITECTURAL DRAWINGS

3.1 DRAWING A002 CONSTRUCTION ASSEMBLIES

1. Revise Interior Partition Type P1F to read: Materials: 90mm GROUND FINISHED ARCHITECTURAL BLOCK Fire Resistance Rating: 1.1HR

STC Rating: 40 2. Revise Interior Partition Type P1G to read: Materials: 140mm GROUND FINISHED ARCHITECTURAL BLOCK Fire Resistance Rating: 1.5 HR

STC Rating: 43 3. Revise Interior Partition Type P1H to read: Materials: 190mm GROUND FINISHED ARCHITECTURAL BLOCK Fire Resistance Rating: 2.5 HR

STC Rating: 46 4. Revise Interior Partition Type P1I to read: Materials: 240mm GROUND FINISHED ARCHITECTURAL BLOCK Fire Resistance Rating: 3.5 HR

STC Rating: 49

3.2 DRAWING A310 LEVEL 0 SOUTH WING 1. Revise east, west and south walls of S0.2 Solid Waste Area; S0.47 TCDSB

Shipping and Receiving; and S0.48 TDSB SHIPPING AND RECEIVING from P1D to W4A

2. Revise the wording of note ELEVATOR SUMP PIT, COORDINATE WITH MECHANICAL to the following wording 915 X 915 CAST IN PLACE ELEVATOR SUMP PIT 2000 DEEP WITH 915 X 915 RECESSED FLOOR DOOR, REFER TO DETAIL X/A65X

3. Revise north, west and south walls of S0.3 ELECTRICAL; S0.45 ELEV. LOBBY from P1C to W4A

4. Add 90mm Concrete block and 75mm Spray Foam Insulation to the exterior of Partition Type P3B on north and east sides of ELEV. S0.1F

3.3 DRAWING A312 LEVEL SOUTH WING

1. Add Single Door, refer to door schedule, where Door Numbers S1.2.11 is noted. 2. Add Door Number S1.2.12 to door shown between S1.2G TDSB COPY RM and

CORRIDOR S1.1B 3. Revise north and south walls of CORRIDOR S1.1B from P1B to P1G 4. Revise north, east, west and south walls of CORRIDOR S1.1D from P1B to P1G 5. Add note in TCDSB Kindergartens S1.5,7,9 and 10 and TDSB Kindergartens

S1.11,12,13,14 and 15 to C shape P1B wall at cubbies to read P!B to 1500 a.f.f. reinforced refer to detail 9/a809

3.4 A315 LEVEL 3 NORTH WING

1. Revise wording of note GLASS GUARD, REFER TO A340, 5-6 to GLASS GUARD, REFER TO 8/A809

2. Revise wording of note GLASS GUARD, REFER TO A338, 4-5 to GLASS GUARD, REFER TO 8/A809


3.5 8/A320 ENLARGED PLAN_WR_NORTH WING LEVEL 2 1. Revise Adult Change Table in BF WR N2.16B to Baby Change Table

3.6 4/A321 ENLARGED PLAN_COMMUNITY CENTRE OFFICE

1. Revise east and south walls of OPEN OFFICE N2.2A from P1B or P1A to P1G

3.7 5/A330 STAIR SW SECTION 1 and 6/A330 STAIR SW SECTION 2 1. Add P4A SHAFT WALL to underside of steel stair flight between Level 1 South

Kindergarten 84.70m and first landing 1750 above Level 1 South Kindergarten. Provide fire sealant at all edges to provide a continuous 1hr fire separation between top and underside of stair.

3.8 6/A331 STAIR SE SECTION 1 and t/A331 STAIR SE SECTION 2

1. Add P4A SHAFT WALL to underside of steel stair flight between Level 1 South Kindergarten 84.70m and first landing 1750 above Level 1 South Kindergarten. Provide fire sealant at all edges to provide a continuous 1hr fire separation between top and underside of stair.

3.9 5/A332 STAIR SN SECTION 1 and 6/A330 STAIR SN SECTION 2

1. Add P4A SHAFT WALL to underside of steel stair flights between Stair Exit South North 83.35m and first landing 3000 above and between first landing and Level 2 South 88.20. Provide fire sealant at all edges to provide a continuous 1hr fire separation between top and underside of stair.

3.10 5/A337 STAIR I - LEVEL 1 SOUTH WING PLAN, 6/A337 STAIR I - LEVEL 2 SOUTH WING PLAN, 7/A337 STAIR SECTION 1 - STAIR I, and 8/A337 STAIR SECTION 2 - STAIR I

1. Revise north and south walls of the stair from P1B where noted to P1G

3.11 DRAWING A403 BUILDING ELEVATIONS (HIDDEN)

1. Replace sheet A403 with A403R2. 3.12 DRAWING A404 BUILDING ELEVATIONS (HIDDEN)

1. Replace sheet A404 with A404R2. 3.13 DRAWING A600 WALL SECTIONS

1. Replace sheet A600 with A600R2. 3.14 DRAWING A601 WALL SECTIONS

1. Replace sheet A601 with A601R2.

3.15 DRAWING A602 WALL SECTIONS








1. Replace sheet A605 with A605R2. 3.19 DRAWING A652 WALL SECTION DETAILS

1. Replace sheet A652 with A652R2. 3.20 DRAWING A653 WALL SECTION DETAILS

1. Replace sheet A653 with A653R2. 3.21 DRAWING 51/A700 INDOOR PLAYGROUND WR-NW-L2-NORTH ELEV.

1. Add TL1 finish to wall to 1500 a.f.f.

3.22 DRAWING 53/A700 INDOOR PLAYGROUND WR-NW-L2-SOUTH ELEV.

1. Add TL1 finish to wall to 1500 a.f.f.

3.23 DRAWING A802 LEVEL 1 SOUTH WING REFLECTED CEILING PLAN

1. Add WDC (Linear Wood Ceiling) to soffit east of TCDSB Vice Principal Office 2. Add MP (Metal Panel Soffit) to soffit east of Grid Line s10 sC to sF.1

3.24 DRAWING A809 CEILING DETAILS

.a Replace sheet A809 with A809R2. 3.25 DRAWING A991 WINDOW & CURTAINWALL SCHEDULE

.a Replace sheet A991 with A991R2. 3.26 DRAWING A992 WINDOW & CURTAINWALL SCHEDULE

.a Replace sheet A992 with A992R2.

4.0 ELECTRICAL 4.1 Refer to attached Electrical Addendum# E-1. Dated 15 February 2017 (2 cover pages & 5

drawings, total 7 pages)

End of Addendum # 02 (20 Pages of Attachments)

LEVEL 3 SOUTH 92.00 m

LEVEL 4 EXTENSIVE ROOF SOUTH 95.80 m

s8s7s4.2 s5.1 s6s5

2

A5012

A503

2

A506

s6.1s4.1

MECH ROOF SOUTH 100.14 m

MP-2

410

43408000x1000

ALUMN. LOUVER2400x1000

ALUMN. LOUVER7200x1000

ALUMN. LOUVER

10000x1000ALUMN. LOUVER

1200

1000

400

2700

1300720020002400180020007602240



s8 s7 s4.2s5.1s6 s5

2

A500

2

A506

s6.1 s4.1

MECH ROOF SOUTH 100.14 m

1

A501MP-2

4340

410



sA sA.1 sB sC sD sE sE.1 sF

1

A504

1

A506

sGsB.1 sC.1sB.2 sD.1

MECH ROOF SOUTH 100.14 m?

MP-2 MP-1

1600

410

4340

1815

SKYLIGHT, REFER TO A654,3 FOR DETAILS

SOLAR TUBES, REFER TOA654, 11 FOR DETAILS

S4.1.3

LEVEL 0 U.G. PARKING 79.20 m


LEVEL 1 SOUTH KINDERGARTEN 84.70 m



sDsE

LEVEL 0 LOADING AREA 78.20 m

STAIR EXIT S_WEST 83.66 m

1

A506

sC.1sD.1

PR

600

350 735






sD

LEVEL 0 LOADING AREA 78.20 m


sC.1

MP-2

MP-2





n6 s3.1 s4


MP-2

MP-2

MP-2

MP-2

MP-2

PR

PR-1

S1.26.7 S1.26.6

1

A655

450

3350

650

3150

850

3250






s3.1 s4

PR

360






s4.2 s3.1s4


s4.1

MP-2

1

A655

850

3160

840

3150

450

600

PERF-M,PERFORATED METAL





SCW19

200



s8 s7 s4.2s5.1 s3.1 s3 s2 s1.2s6 s5 s4

2

A500

2

A506

2

A508

s6.1 s4.1 s1.1

1

A501

MP-1 ?

660

1285

LEVEL 4 ACTIVE ROOF NORTH 94.70 m

n3

MP-2PR

910

2180PLANTER BOX,

REFER TO ROOFPLAN


nD.1

LEVEL 5 ROOF NORTH 99.17 m

nD nE

2

A504

nE.1

MP-2PR

1200

3090

PLANTER BOX ,REFER TO ROOFPLAN


nD.1


nE

2

A504

nE.1

MP-2PR

3090

1190

N4.5 N4.4

2025

2005

480 3540

300x300 ALUMN.LOUVER400X350 ALUMN.

LOUVER

O2

2230

110

CJ CONTROL JOINTCONC POURED IN PLACE CONCRETELVR METAL LOUVERM-MESH METAL FABRIC MESHMP-1 METAL PANEL FOR ROOF VALEMP-2 METAL PANEL FOR BUILDING WALLSO1 SURFACE MOUNTED LUMINAIRE WITH TYPE IV LIGHT (REFER TO ELECTRICAL)O2 SURFACE MOUNTED LUMINAIRE (REFER TO ELECTRICAL)PR PRE-CAST CONC. PANEL

*ALL GLASS TO HAVE BIRD FRIT OF 6MM CIRCLES AT 100MM O.C. AS PER CITY OF TORONTO GUIDELINES*ALL GLASS TO BE 6mm INNER GLASS WITH 13mm AIR SPACE AND 6mm OUTER GLASS TO ACHIEVE A 36STC RATING

LEGEND

ZAS PROJECT NO.:

DATE:

SHEET NUMBER:

SHEET TITLE

SCALE:

DRAWN BY:

REVISIONS

No. Date Description

PROJECT :

CLIENT : - CITY OF TORONTO PARKS FORESTRY & RECREATION

- CITY OF TORONTO CHILDREN'S SERVICES

- TORONTO DISTRICT SCHOOL BOARD

- TORONTO CATHOLIC DISTRICT SCHOOL BOARD

ARCHITECT

KEY PLAN

SEAL

TRUE NORTH CONSTRUCTION NORTH

ISSUED:


REVIEWED BY:

CLIENTADDRESS :

ARCHITECTUREINTERIORSTRANSPORTATIONPLANNING

GROUP OF COMPANIES

517 Wellington St W. , Suite 404Toronto, OntarioCanada M5V 1G1

T 416 979 9834F 416 979 3763

THIS DRAWING IS NOT TO BE SCALED.

REFER TO APPROPRIATE SURVEY, STRUCTURAL, MECHANICAL,ELECTRICAL, LANDSCAPE, ETC. CONSULTANT DRAWINGS BEFOREPROCEEDING WITH THE WORK.

CONSTRUCTION MUST CONFORM TO ALL APPLICABLE CODES ANDREQUIREMENTS OF AUTHORITIES HAVING JURISDICTION.

THE CONTRACTOR WORKING FROM DRAWINGS NOT SPECIFICALLYMARKED "FOR CONSTRUCTION" MUST ASSUME FULLRESPONSIBILITY AND BEAR COSTS FOR ANY CORRECTIONS ORDAMAGES RESULTING FROM HIS WORK.

THIS DRAWING, AS AN INSTRUMENT OF SERVICE IS PROVIDED BYAND IS THE PROPERTY OF THE ARCHITECT.

THE CONTRACTOR SHALL VERIFY AND ACCEPT RESPONSIBILITYFOR ALL DIMENSIONS AND CONDITIONS ON SITE AND SHALLNOTIFY THE APPROPRIATE CONSULTANT OF ANY VARIATIONS FROMTHE SUPPLIED INFORMATION.

ZAS ARCHITECTS + INTERIORS 2016 C

ProjectName:

TORONTO CITY HALL4TH FLOOR W, 100 QUEEN ST. W,TORONTO, ONTARIO M5H 2H2

CHILDREN'S SERVICESMETRO HALL,10TH FLOOR, 55 JOHN ST.TORONTO, ONTARIO M5V 3C6

TORONTO DISTRICT SCHOOL BOARD5050 YONGE STREETTORONTO, ONTARIO M2N 5N8

TORONTO CATHOLIC DISTRICTSCHOOL BOARD80 SHEPPARD AVENUE EAST,NORTH YORK, ONTARIO M2N 6E8

As indicated

2/17/2017 3:32:47 PM

A403R2

14-001

BLOCK 31DEVELOPMENT

Author Checker

2017-01-13

BUILDING ELEVATIONS(HIDDEN)

17 FEB 2017

BLOCK 31 DEVELOPMENT

1 : 1001 SOUTH BUILDING - MECHANICAL PENTHOUSE SOUTH ELEVSOUTH BUILDING - MECHANICAL PENTHOUSE SOUTH ELEV

1 : 1002 SOUTH BUILDING - MECHANICAL PENTHOUSE NORTH ELEVSOUTH BUILDING - MECHANICAL PENTHOUSE NORTH ELEV

1 : 1004 SOUTH BUILDING - MECHANICAL PENTHOUSE WEST ELEVSOUTH BUILDING - MECHANICAL PENTHOUSE WEST ELEV

1 : 1003 SOUTH BUILDING - SW EXIT STAIR EAST ELEVSOUTH BUILDING - SW EXIT STAIR EAST ELEV

1 : 1006 SOUTH BUILDING - SW EXIT STAIR WEST ELEVSOUTH BUILDING - SW EXIT STAIR WEST ELEV

1 : 1007 SOUTH BUILDING - SN EXIT STAIR NORTH ELEV 01SOUTH BUILDING - SN EXIT STAIR NORTH ELEV 01

1 : 1008 SOUTH BUILDING - SN EXIT STAIR NORTH ELEV 02SOUTH BUILDING - SN EXIT STAIR NORTH ELEV 02

1 : 1009 SOUTH BUILDING - SN EXIT STAIR SOUTH ELEV 01SOUTH BUILDING - SN EXIT STAIR SOUTH ELEV 01

1 : 1005 SOUTH BUILDING - KINDERGARTEN ENTRYSOUTH BUILDING - KINDERGARTEN ENTRY

1 2017/01/31 ISSUED FOR TENDER2 2017/02/17 ADDENDUM 2

1 : 10013 SOUTH BUILDING - VEIL NORTH ELEVSOUTH BUILDING - VEIL NORTH ELEV

1 : 10010 NORTH BUILDING - EXIT STAIR NW NORTH ELEVNORTH BUILDING - EXIT STAIR NW NORTH ELEV

1 : 10011 NORTH BUILDING - EXIT STAIR NW WEST ELEVNORTH BUILDING - EXIT STAIR NW WEST ELEV

1 : 10012 NORTH BUILDING - EXIT STAIR NW EAST ELEVNORTH BUILDING - EXIT STAIR NW EAST ELEV


nC nD.1 nF


nD nE nF.1

1

A502

2

A504

nE.1nB nB.1 nC.1

CONC

N4.2.2 NCW49NCW47

N4.1.5

O2

2200

450 450

MP-1 MP-1CONCFOR LIGHTING MOUNTED TOSOFFIT OF ROOF REFER TO E2081

A811R12

A811R1

400

375

300x300ALUMN.LOUVER

O2

2200

1050


nCnD.1nF


nDnEnF.1

1

A502

2

A504

nE.1 nBnB.1nC.1

GL-1 MP-1

NCW45

N4.1.4

GLASS GUARD BEYOND,REFER TO A340,4 SIM.

FOR LIGHTING MOUNTEDTO SOFFIT OF ROOFREFER TO E208

1A811R1

2A811R1



n8n7


2

A501

n7.2 n8.2

1

A500GL-1CONC

n6.1 n7.1

NCW46NCW48

N4.1.3

MP-1

FOR LIGHTING MOUNTED TOSOFFIT OF ROOF REFER TO E208

O2

MOUNT LIGHTON FRAME

2200

350

505505


n8 n7


n7.2n8.2

1

A500

1

A501

CONC

n6.1n7.1

MP-1

NCW44

N4.1.2

NCW28

FOR LIGHTINGMOUNTED TO

SOFFIT OF ROOFREFER TO E208

750

300

300x300ALUMN.LOUVER

O2

350

2200

8002305525

O2

LEVEL 3 NORTH WING 90.70 m


n11n10


MP-1MP-2

2520

3900 1900 500 1200

1900x1000ALUMN.

LOUVER

1200x1000ALUMN.

LOUVER

2200


n11 n10

1

A507

MP-1

2225

2305


nH

nJ

1

A503

MP-1 MP-2

2195

2335


nH nJ1

A503

MP-1

ROOFACCESSLADDER

193525

20

MP-2



n8n7.2 n8.2

1

A500

MP-2 ?

1700

1300



nHnG

1

A503

FOR

CO

MPL

ETE

ELEV

ATIO

NR

EFER

TO

A40

1-3

MP-2

N3.14.2

1300

3035

335

1000

1700


MP-1

1755

1410


nA.4 nC nD.1 nF


nD nE nF.1 nG

1

A502

2

A504

nE.1nB nB.1 nC.1

MP-1

2930

1440

550

2350

2400x800ALUMN.

LOUVER

O1

1820

1200

N4.3


n10 n9 n8

2

A503

1

A507

2

A506

n8.2

1

A500

MP-1

1220

2985

950

1450

1500x1000 ALUMN.LOUVER

CJ CONTROL JOINTCONC POURED IN PLACE CONCRETELVR METAL LOUVERM-MESH METAL FABRIC MESHMP-1 METAL PANEL FOR ROOF VALEMP-2 METAL PANEL FOR BUILDING WALLSO1 SURFACE MOUNTED LUMINAIRE WITH TYPE IV LIGHT (REFER TO ELECTRICAL)O2 SURFACE MOUNTED LUMINAIRE (REFER TO ELECTRICAL)PR PRE-CAST CONC. PANEL

*ALL GLASS TO HAVE BIRD FRIT OF 6MM CIRCLES AT 100MM O.C. AS PER CITY OF TORONTO GUIDELINES*ALL GLASS TO BE 6mm INNER GLASS WITH 13mm AIR SPACE AND 6mm OUTER GLASS TO ACHIEVE A 36STC RATING

LEGEND



N3.13BNCW39A

MP-2

3180 37

00



PR-1

NCW27

3750

1100



LVR MP-2

2310

3305

1100

NCW27

ZAS PROJECT NO.:

DATE:

SHEET NUMBER:

SHEET TITLE

SCALE:

DRAWN BY:

REVISIONS


PROJECT :





ARCHITECT

KEY PLAN

SEAL


ISSUED:


REVIEWED BY:

CLIENTADDRESS :


GROUP OF COMPANIES


T 416 979 9834F 416 979 3763








ProjectName:





As indicated

2/17/2017 3:32:50 PM

A404R2

14-001

BLOCK 31DEVELOPMENT

Author Checker

2017-01-13

BUILDING ELEVATIONS(HIDDEN)

17 FEB 2017



1 : 1001 NORTH BUILDING - ATRIUM PENTHOUSE WEST ELEVNORTH BUILDING - ATRIUM PENTHOUSE WEST ELEV

1 : 1002 NORTH BUILDING - ATRIUM PENTHOUSE EAST ELEVNORTH BUILDING - ATRIUM PENTHOUSE EAST ELEV

1 : 1003 NORTH BUILDING - ATRIUM PENTHOUSE SOUTH ELEVNORTH BUILDING - ATRIUM PENTHOUSE SOUTH ELEV

1 : 1004 NORTH BUILDING - ATRIUM PENTHOUSE NORTH ELEVNORTH BUILDING - ATRIUM PENTHOUSE NORTH ELEV

1 : 1005 NORTH BUILDING - MECHANICAL ROOM PIT SOUTH ELEVNORTH BUILDING - MECHANICAL ROOM PIT SOUTH ELEV

1 : 1006 NORTH BUILDING - MECHANICAL ROOM PIT NORTH ELEVNORTH BUILDING - MECHANICAL ROOM PIT NORTH ELEV

1 : 1007 NORTH BUILDING - MECHANICAL ROOM PIT EAST ELEVNORTH BUILDING - MECHANICAL ROOM PIT EAST ELEV

1 : 1008 NORTH BUILDING - MECHANICAL ROOM PIT WEST ELEVNORTH BUILDING - MECHANICAL ROOM PIT WEST ELEV

1 : 1009 NORTH BUILDING - ROOF BALCONY SOUTH ELEVNORTH BUILDING - ROOF BALCONY SOUTH ELEV

1 : 10010 NORTH BUILDING - ROOF BALCONY WEST ELEVNORTH BUILDING - ROOF BALCONY WEST ELEV

1 : 10011 NORTH BUILDING - VEIL SOUTH ELEVNORTH BUILDING - VEIL SOUTH ELEV

1 : 10012 NORTH BUILDING - VEIL WEST ELEVNORTH BUILDING - VEIL WEST ELEV

1 : 10013 NORTH BUILDING - VEIL NORTH ELEVNORTH BUILDING - VEIL NORTH ELEV

1 : 10014 EXTERIOR BALCONY - SOUTH ELEVEXTERIOR BALCONY - SOUTH ELEV

1 : 10015 EXTERIOR BALCONY - EAST ELEVEXTERIOR BALCONY - EAST ELEV

1 : 10016 EXTERIOR BALCONY - WEST ELEVATIONEXTERIOR BALCONY - WEST ELEVATION

LEVEL 2 NORTH 86.70 m




n2

CW1

CW1

R1

W3A

S2

R1

A653R210

Sim

A6513

Sim

A6516

Sim

A653R210

Sim

3700

4000

4000

A6519

Sim

A65112

Sim





nFnF.1nG nE.1

W5

W3A

R1

W3A

W3A

S2

A653R22

Sim

A653R21

Sim

A6513

Sim

3720 1130 1815

4000

4000

3700

A656R10

Sim

69.98 m

TEACHINGKITCHEN

N3.13

93.59 m

MULTIPURPOSE3

N2.11

944.46 m

CIRCULATIONN1.1B

14.56 m

PARKING OB12N-P46

A656R14

ZAS PROJECT NO.:

DATE:

SHEET NUMBER:

SHEET TITLE

SCALE:

DRAWN BY:

REVISIONS


PROJECT :





ARCHITECT

KEY PLAN

SEAL


ISSUED:


REVIEWED BY:

CLIENTADDRESS :


GROUP OF COMPANIES


T 416 979 9834F 416 979 3763








ProjectName:





1 : 25

2/17/2017 5:03:54 PM

A600R2

14-001

BLOCK 31DEVELOPMENT

Author Checker

2017-01-13

WALL SECTIONS

17 FEB 2017


1 : 252 WALL SECTION BWALL SECTION B

1 : 251 WALL SECTION AWALL SECTION A




nA

W3A

R1

W1A

S2

A6516

Sim

A6513

Sim

A653R210

Sim

A6545

Sim

3700

223.55 m

INDOORPLAYGROUND

N2.17A

17.42 m

PARKINGOBP5N-P54




nAnA.4

W3A

R1

R1

W3A

W3A

S2

W1A

+2750ACT

+2750ACT

A653R210

Sim

A6516

Sim

A6545

Sim

A6513

Sim

A656R10

Sim

4000

3700

4070

158.10 m

MULTI-USECOMMUNITY

SPACEN3.2A

101.26 m

MULTIPURSPOSEROOM

PRESCHOOLN2.16A

944.46 m

CIRCULATIONN1.1B

17.42 m

PARKINGOBP6N-P53

ZAS PROJECT NO.:

DATE:

SHEET NUMBER:

SHEET TITLE

SCALE:

DRAWN BY:

REVISIONS


PROJECT :





ARCHITECT

KEY PLAN

SEAL


ISSUED:


REVIEWED BY:

CLIENTADDRESS :


GROUP OF COMPANIES


T 416 979 9834F 416 979 3763








ProjectName:





1 : 25

2/17/2017 5:04:03 PM

A601R2

14-001

BLOCK 31DEVELOPMENT

Author Checker

2017-01-13

WALL SECTIONS

17 FEB 2017


1 : 251 WALL SECTION CWALL SECTION C

1 : 252 WALL SECTION DWALL SECTION D






sG

R3

S1

S1

W3A

S1

W1A

W3A

P5C

P5C

P5CW3A

W1B

3800

3800

3500

A6511

Sim

A6514

Sim

104.99 m

TCDSBKINDERGARTEN

S1.9

70.44 m

TCDSBCLASSROOM

S3.13

99.84 m

TCDSB SPECED

CLASSROOMS2.16

A652R213

Sim





nA.4


nB

W3A

R1

S2

W1A

S1

CW1

3630

4465

4000

4000

3700

A653R23

Sim

A653R24

Sim

A6517

Sim

A652R27

Sim

A653R210

Sim

229.12 m

WALKINGTRACKN3.4A

297.08 m

GYM 1 BN2.4A

155.39 m

GENERATORROOMN1.43A

A809R28

Sim

A6545

Sim

ZAS PROJECT NO.:

DATE:

SHEET NUMBER:

SHEET TITLE

SCALE:

DRAWN BY:

REVISIONS


PROJECT :





ARCHITECT

KEY PLAN

SEAL


ISSUED:


REVIEWED BY:

CLIENTADDRESS :


GROUP OF COMPANIES


T 416 979 9834F 416 979 3763








ProjectName:





1 : 25

2/17/2017 5:04:13 PM

A602R2

14-001

BLOCK 31DEVELOPMENT

Author Checker

2017-01-13

WALL SECTIONS

17 FEB 2017


1 : 252 WALL SECTION FWALL SECTION F

1 : 251 WALL SECTION EWALL SECTION E

1 2016/09/19 ISSUED FOR 50% CD2 2017/01/31 ISSUED FOR TENDER3 2017/02/17 ADDENDUM 2




n12

Change Rooms 83.00 m

n13

A4236

S2

W1A

LV

CW1

R1

W3A

W3A

3700

4000

4000

750

A6513

Sim

A652R27

Sim

A652R212

Sim

229.12 m

WALKINGTRACKN3.4A

297.08 m

GYM 1 BN2.4A

155.39 m

GENERATORROOMN1.43A

134.46 m

TDSBMULTIPURPOSE

N1.54A

A809R28

Sim

A6545

Sim

A6516

Sim


n12 n13

S1

R1

W3A

W3A

W3B

W2D

W1A

750

A6513

Sim

A6516

Sim

A65111

Sim

517.93 m

MECHANICALN3.14

250.18 m

SCHOOL GYM2

N1.56

ZAS PROJECT NO.:

DATE:

SHEET NUMBER:

SHEET TITLE

SCALE:

DRAWN BY:

REVISIONS


PROJECT :





ARCHITECT

KEY PLAN

SEAL


ISSUED:


REVIEWED BY:

CLIENTADDRESS :


GROUP OF COMPANIES


T 416 979 9834F 416 979 3763








ProjectName:





1 : 25

2/17/2017 5:04:21 PM

A603R2

14-001

BLOCK 31DEVELOPMENT

Author Checker

2017-01-13

WALL SECTIONS

17 FEB 2017


1 : 251 WALL SECTION GWALL SECTION G

1 : 252 WALL SECTION HWALL SECTION H





nJ

W1A

S1

W3B

R1

W3A

W3A

LV

CW1

CW1

S1

4000

7700

A6513

Sim

A656R6

Sim

A656R7

Sim

A652R214

Sim

331.47 m

SCHOOL GYM1

N1.57

331.47 m

SCHOOL GYM1

N1.57

517.93 m

MECHANICALN3.14




W3A

S1

S1

W3A

W3A

W3A

R1

P5C

P5C

+2750ACT

+2750ACT

+3250WDC

4100

3800

A6513

Sim

A652R25

Sim

A652R24

Sim

A652R26

Sim

A6516

Sim

A6515

Sim

ZAS PROJECT NO.:

DATE:

SHEET NUMBER:

SHEET TITLE

SCALE:

DRAWN BY:

REVISIONS


PROJECT :





ARCHITECT

KEY PLAN

SEAL


ISSUED:


REVIEWED BY:

CLIENTADDRESS :


GROUP OF COMPANIES


T 416 979 9834F 416 979 3763








ProjectName:





1 : 25

2/17/2017 5:04:28 PM

A604R2

14-001

BLOCK 31DEVELOPMENT

Author Checker

2017-01-13

WALL SECTIONS

17 FEB 2017


1 : 252 WALL SECTION JWALL SECTION J

1 : 251 WALL SECTION IWALL SECTION I





nA

W1A

CW1

W3A

W3A

R1

+2250WDC

944.46 m

CIRCULATIONN1.1B

A6513

Sim

A6545

Sim

8000

3700

300.71 m

COMMUNITYCENTRELOBBYN2.1A

A652R213

Sim

A6516

Sim





s3.1s4


R1

W3A

W3A

W3A

+2650WDC

+3050ACT

P5C

S1

+3050ACT

P5C

CW1

+2750ACT

P5C

S1

S1

S1

SPW01

SPW01

4900

4100

3800

3800

A6511

Sim

A652R25

Sim

A652R24

Sim

A652R26

Sim

48.92 m

TDSBRESOURCE

S3.29

53.37 m

TDSBRESOURCE

S2.30

53.63 m

PRESCHOOLPLAYROOM 1

S1.24

A652R24

Sim

A6516

Sim

A653R212

Sim

A6545

Sim

ZAS PROJECT NO.:

DATE:

SHEET NUMBER:

SHEET TITLE

SCALE:

DRAWN BY:

REVISIONS


PROJECT :





ARCHITECT

KEY PLAN

SEAL


ISSUED:


REVIEWED BY:

CLIENTADDRESS :


GROUP OF COMPANIES


T 416 979 9834F 416 979 3763








ProjectName:





1 : 25

2/17/2017 5:04:30 PM

A605R2

14-001

BLOCK 31DEVELOPMENT

Author Checker

2017-01-13

WALL SECTIONS

17 FEB 2017


1 : 251 WALL SECTION KWALL SECTION K

1 : 252 WALL SECTION LWALL SECTION L



n13

CONC. SIDEWALK (REFER TO LANDSCAPE)

80

13mm FIBERBOARD

CONC. FACED INSULATEDPANEL

VAR

IES

(REF

ER T

O G

RAD

ING

PLA

N)

LAP A/V BARRIER ANDWATERPROOFING MIN. 100mm

SEALANT W/ BACKER ROD

3mm ANOD. ALUMN. PLATE SECUREDTO MULLION AND CONC. WALL

A/V BARRIER SECURED TO MULLION

SEALANT W/BACKER ROD

BLADE CWCONNECTION BOLTED

TO CONC. SLAB

64mm x 128 mm x 6.4 STEELANGLE 200mm LONG 600 O.C.

BOLTED TO CONC. SLAB

6mm CONT. BRAKE FORMALUMN. SHAPE FASTENED TO

STEEL ANGLE

STEEL COLUMN BEYOND

335

CW

70

255

FLOATING WOOD FLOOR


n13

ALUMINUM BENT PANEL SECUREDTO ALUMINUM MULLION TO MATCHMULLIONSEALANT WITH BACKER ROD

70DECK CLOSUREANGLE

360

INTERIOREXTERIOR

CW BLADE CONNECTION NOEXPOSED FASTENERS

12mm ABUSE RESISTANT GWB CEILINGAND BULKHEAD ON LIGHT GAUGEFRAMING

LIGHT FIXTURE

7070

40

130

CW

sA

INTERIOREXTERIOR

SEAL WINDOW FRAME TO MEMBRANE WITHONE BEAD OF CONTINOUS SEALANT

LAP AV MEMBRANE OVERTHROUGHWALL FLASHING MEMBRANE

SEALANT WITHBACKER ROD

THROUGHWALL FLASHINGMEMBRANE

SEALANT WITH BACKER ROD-PROVIDE DRAINAGE HOLES AT 400mm O.C.

CONCEALED ROLLER SHADE

ALUMINUM COMPOSITE PANELS ATTACHEDTO THERMALLY-BROKEN SUB-GIRTS

REFER TO REFLECTED CEILINGPLAN FOR CEILING TYPE & HEIGHT

PROVIDE STEEL STUDBRACING TO DECK ABOVEAS REQUIRED

W3A

HEIGHT OF BULKHEAD ABOVEF.F. VARIES: REFER TO R.C.P.

13mm REVEAL MOLDING

BULKHEAD P5B - 16mm GWB ON 92mm STEELSTUD - EXTEND TO U/S STEEL DECK

VAR

IES

PROVIDE PERFORATIONSON U/S W/ INSECT SCREEN, TYPICAL

LEVEL 3 SOUTH92.00 m

sA

16mm GWB ON 152mm STRUCTURALSTUDS @ 400mm O.C.

DRYWALL TRIM PAINTED 16mm REVEAL

CAULKING TO MATCH ALUMINUMCOMPOSITE PANEL

SEAL WINDOW FRAME ON AVB

WINDOW FRAME SECURED TOWINDOW CLIPS

ALUMINUM COMPOSITE PANELSON THERMALLY BROKEN Z-GIRTS

CONCRETE FLOOR SLAB

LAP THROUGHWALL FLASHINGMEMBRANE OVER AV MEMBRANE

FILL GAP WITH SPRAY INSULATION

CLEAR CAULKING

RUBBER BASE

INTERIOREXTERIOR

250

19mm FINISHED PLYWOOD SILLC/W 6mm DIA. RADIUS ONEXPOSED CORNERS

100

38

W3A

20

sA


13mm FIBERBOARD

50mm SEMI RIGID INSULATION W/IMPALE CLIPSDRAINAGE BOARD

WATERPROOFING

LAP WATERPROOFING MIN. 100mmOVER CONC. WALL

BLADE CW CONNECTION CAST IN SLAB

FILL GAP WITH INSULATION



MEMBRANE FLASHING

SLOPE 2%

90mm PRE-CAST CONC. PANEL

CAST IN PLATE, FILL IN POCKET AFTERPANEL INSTALATION

350

PRE CAST ANCORS AS REQUIRED BYPRE CAST MANUF.

75mm FOIL FACEDSEMI RIGID

INSULATION ONIMPALE CLIPS

EXTEND DOWNWALL 1200


EXTERIOR

FILL CAVITY WITH BATT INSULATION

CONTINUOUS 38x64 PRESSURE TREATEDWOOD BLOCKING

PREFINISHED ALUMINUM COMPOSITE FLASHINGSECURED ONTO WOOD BLOCKING

SLOPE 2%

CONT. 38X64 PRESSURE TREATED WOODBLOCKING

16mm PRESSURE TREATED PLYWOOD SECUREDONTO WOOD BLOCKING

LAP CONTINUOUS SHEET MEMBRANE AIR BARRIER OVERPARAPET AND SEAL ONTO CW FRAME

CONT. 38x64 PRESSURE TREATED WOOD OUTRIGGER @ 600O.C. ON WOOD BLOCKING MECHANICALLY FASTENED TO

STRUCTURAL STEEL STUDS

6mm ALUMN. COMPOSITE PANEL ON STEEL Z GRITS 600mm O.C.50mm SEMI-RIGID INSULATION

16mm GYPSUM SHEATHING ON 152mm STRUCTURAL STEEL STUDS600 O.C. PACKED WITH BATT INSULATION IN-BETWEEN

LAP ROOF MEMBRANE OVERA/V BARRIER MIN. 100mm

WEEP HOLE WITH INSECT SCREEN

PRE-FINISHED FLASHING

Z-GRIT THERMALLY BROKEN


THROUGH WALL MEMBRANEFLASHING

INTERIOR

WALL AIR BARRIER TO OVERLAP ROOFAIR BARRIER MIN. 150mm

EXTEND ROOT BARRIER TO 300 ABOVE ROOFINSULATION

2% SLOPE MINIMUM

STONE BALLAST ON ROOT BARRIER

100mm SOIL DEPTH PLASTIC TRAYGREEN ROOF SYSTEM ON DRAINAGEBOARD AND ROOT BARRIER

PERFORATED GALVANIZEDSTEEL ANGLE

75

25

ALUMN. CURTAIN WALL W/ INSULATED SPANDREL PANEL

STRUCTURAL STEEL ANGLE

115

PROVIDE GUSSET IN MEMBRANE TO ACCOMMODATE CW MOVEMENT

500

CONC. SIDEWALK (REFERTO LANDSCAPE)

13mm FIBERBOARD

50mm SEMI RIGID INSULATIONW/IMPALE CLIPS DRAINAGE BOARD

WATERPROOFING




SEALANT W/ BACKER RODS ONBOTH SIDES

STEEL COLUMN BEYOND, REFERTO STRUCTURAL

155

50

360 TRENCH HEATER, REFER TO MECHANICAL

6mm S.S. COVER PLATE

MEMBRANE FLASHING

SLOPE 2%


CAST IN PLATE, FILL IN POCKET AFTERPANEL INSTALATION

350

PRE CAST ANCORS AS REQUIRED BYPRE CAST MANUF.

15

330

grid25 125 125

MAINTAIN MIN. 25mm CLEARANCE BETWEEN ALUMN.CURTAINWALL FRAMING AND STRUCTURAL COLUMN TYP.

LEVEL 2 SOUTH 88.20 mCAULKING TO MATCH ALUMINUM

COMPOSITE PANEL

SEAL WINDOW FRAME ON AVB

WINDOW FRAME SECURED TOWINDOW CLIPS

ALUMINUM COMPOSITE PANELS ONTHERMALLY BROKEN Z-GIRTS

CONCRETE FLOOR SLAB

LAP THROUGHWALL FLASHINGMEMBRANE OVER AV MEMBRANE

FILL VOID WITH SPRAY INSULATION

CLEAR CAULKING

INTERIOREXTERIOR

38

100

W3A

19mm FINISHED PLYWOODJAMB (BEYOND)C/W 6mm DIA. RADIUS ONEXPOSED CORNERS


n13


80

380

13mm FIBERBOARD

GALV. STEEL ANGLE SECURED TO CONC. WALL


65VA

RIE

S (R

EFER

TO

GR

ADIN

G P

LAN

)

A/V BARRIER RUN OVER CONC. FOUNDATIONWALL ATTACH TO PRE-CAST

ALUMN. LOUVER


3mm ANOD. ALUMN. PLATE SECUREDTO MULLION AND CONC. WALL

A/V BARRIERSECURED TO MULLION


STEEL COLUMN BEYOND

360


LAP A/V BARRIER MIN. 100 OVER FOUNDATIONWATERPROOFING

BLADE CWCONNECTION BOLTED

TO CONC. SLAB

64mm x 128 mm x 6.4 STEELANGLE 200mm LONG 600 O.C.

BOLTED TO CONC. SLAB

6mm CONT. BRAKE FORMALUMN. SHAPE FASTENED TO

STEEL ANGLE

255

FLOATING WOOD FLOOR

30

70 210


CONC. SIDEWALK, REFER TO LANDSCAPE

13mm FIBERBOARD50mm SEMI RIGID INSULATION W/IMPALE CLIPS

DRAINAGE BOARD WATERPROOFING




SEALANT W/ BACKER RODS ONBOTH SIDES

STEEL POST BEYOND, REFER TOSTRUCTURAL

9515

5

36012575

TRENCH HEATER, REFER TOMECHANICAL


SLOPE 2%

7575260165

grid

MAINTAIN MIN. 25mm CLEARANCEBETWEEN ALUMN. CURTAINWALL FRAMING

AND STRUCTURAL COLUMN TYP.

30

150

250

200 200 360 80

TO EDGE OF SLAB450

CONT. 64x64mm PRESSURETREATED WOOD BLOCKING

38x290 PRESSURE TREATEDWOOD BLOCKING c/wINSULATION

CONT. 38x89 PRESSURETREATED WOOD BLOCKING

PREFINISHED METAL FLASHING CAPSLOPE 2%

LAP A/V BARRIER OVER GRAVITYCONNECTION

KERF MEMBRANE AND METAL FLASHINGCAP INTO PRECAST AND PROVIDECONTINUOUS SEALANT ALONG JOINT

REGLET TOP OF PRECAST PANEL

FILL CAVITY WITH SPRAY FOAM INSULATION

PRECAST PANEL GRAVITY CONNECTION TOSTEEL BEAM ( BY INSTALLER)

STEEL BEAM (REFER TO STRUCTURAL)

ROOF AIR BARRIER TO OVERLAP WALL AIRBARRIER MIN. 150mm

PRE-FINISHED SHEET STEEL FLASHING

16mm GYPSUM SHEATHING ON 152mmSTRUCTURAL STEEL STUDS 600

O.C.PACKED WITH BATT INSULATION INBETWEEN

WRAP ROOT BARRIER OVER PARAPET

90mm PRECAST PANEL




INTERIOR EXTERIOR

STRUCTURAL CONCRETE FLOOR SLABS(REFER TO STRUCT. DWGS)

METAL FLASHING OVEREXTENDED ROOFING MEMBRANEON 16mm EXTERIOR SHEATHINGON 65mm RIGID INSULATIONON A/V BARRIERON 16mm EXT. SHEATHINGON 152mm STRUCTURAL STUDS

SEALANT C/W BACKING ROD & W/ WEEP HOLESYSTEM @400mm O.C.

BRING ROOFING MEMBRANE UP MIN. 100mm AND SEALTO A/V BARRIER UNDER METAL FLASHING

400

MIN

.

100

WOOD DECKING ON ADJ. PEDESTALS

WALL TYPE W2A:100mm PRECAST CONCRETE PANELS100mm SPRAY FOAM INSULATION16mm EXTERIOR GYPSUM SHEATHING152mm STRUCTURAL STEEL STUDS16mm GWB

100


LEVEL 2 NORTH (m.p.) 87.70 m

EXTERIORINTERIOR

PROVIDE DRIP EDGE ATPRECAST RETURN

SEAL THROUGHWALL FLASHING INTO CURTAINWALLHEADER


BACKER ROD AND SEALANT

FIXED GLAZING IN ALUMINUM CURTAIN WALL FRAMINGSYSTEM (REFER TO WINDOW SCHEDULE)

EXTEND SPRAY FOAM INSULATION HORIZONTALLY OVER PRECAST

PRECAST CONNECTION SECURE TO STEELHSS

STEEL HSS SECURE TO CONC. SLAB ABOVE

EXTEND CURTAIN WALL MULLION TOCONC. SLAB ABOVE

REFER TO R.C.P. FORCEILING TYPE

WEATHER SEAL, BACKER ROD ANDSEALANT, TYP.

PRECAST PANEL GRAVITY CONNECTIONTO SLAB EDGE (BY INSTALLER)

AIR SEAL, BACKER ROD ANDSEALANT, TYP.

PROVIDE A/V MEMBRANE AT PRECASTCONNECTION, TYP

CAST IN PLACE STEEL ANGLE / ANCHOR(REFER TO STRUCTURAL)

SLOTTED ANCHOR PLATE BETWEENPRECAST PANELS, TYP.

13mm REVEAL MOLDING

P5B BULKHEAD: 16mmGWB ON 64mm STEELSTUDS @ 400mm O.C.

W2A

W2A

S2

ROOF MEMBRANE TOTERMINATE IN REGLET

SLOPE 2%

50

400

20

15

DRIP AT TOP OFCONCRETE

WALL

ZAS PROJECT NO.:

DATE:

SHEET NUMBER:

SHEET TITLE

SCALE:

DRAWN BY:

REVISIONS


PROJECT :





ARCHITECT

KEY PLAN

SEAL


ISSUED:


REVIEWED BY:

CLIENTADDRESS :


GROUP OF COMPANIES


T 416 979 9834F 416 979 3763








ProjectName:





1 : 5

2/17/2017 4:35:48 PM

A652R2

14-001

BLOCK 31DEVELOPMENT

Author Checker

2017-01-13

WALL SECTION DETAILS

17 FEB 2017


1 : 511 CURTAIN WALL BASE WITH OVERHANGCURTAIN WALL BASE WITH OVERHANG

1 : 57 TYPICAL CURTAIN WALL INTERMEDIATE FLOOR INTERFACETYPICAL CURTAIN WALL INTERMEDIATE FLOOR INTERFACE

1 : 54 TYPICAL WINDOW HEADTYPICAL WINDOW HEAD

1 : 55 TYPICAL WINDOW SILL WITH BASE WALLTYPICAL WINDOW SILL WITH BASE WALL

1 : 513 TYPICAL CURTAIN WALL BASE AT PRECAST CONCRETE PANELTYPICAL CURTAIN WALL BASE AT PRECAST CONCRETE PANEL

1 : 51 TYPICAL CURTAIN WALL PARAPETTYPICAL CURTAIN WALL PARAPET

1 : 514 TYPICAL CURTAIN WALL BASE ON CONCRETE CURBTYPICAL CURTAIN WALL BASE ON CONCRETE CURB

1 : 56 TYPICAL FLOOR-LEVEL WINDOW SILLTYPICAL FLOOR-LEVEL WINDOW SILL

1 : 512 CURTAIN WALL BASE WITH OVERHANG & LOUVRECURTAIN WALL BASE WITH OVERHANG & LOUVRE

1 : 510 TYPICAL CURTAIN WALL BASE AT GRADE W/ PERIMETER HEATINGTYPICAL CURTAIN WALL BASE AT GRADE W/ PERIMETER HEATING

1 2016/12/01 ISSUED FOR 90% CD2 2016/12/16 ISSUED FOR BUILDING

PERMIT3 2017/01/31 ISSUED FOR TENDER4 2017/02/17 RE-ISSUED FOR SPA5 2017/02/17 ADDENDUM 2

1 : 52 TYPICAL PRECAST CONCRETE PARAPETTYPICAL PRECAST CONCRETE PARAPET

1 : 53 TYPICAL PRECAST WALL BASE AT ROOFTYPICAL PRECAST WALL BASE AT ROOF

1 : 58 TYPICAL PRECAST CONCRETE WALL AND SOFFITTYPICAL PRECAST CONCRETE WALL AND SOFFIT

1 : 59 TYP. CONCRETE BASE EDGE DETAILTYP. CONCRETE BASE EDGE DETAIL

LEVEL 2 NORTH86.70 m

nA

INTERIOR EXTERIOR

REBAR DOWELS

2% SLOPE

25mm RIGID INSULATION

25

DAMPPROFING

CONCRETE FOUNDATION(REFER TO STRUCTURAL)

ENTRANCEVESTIBULE

N2.1C





nF.1

METAL FABRIC MESH ATTACHMENT

METAL FABRIC MESH

CONC. CURB150

150


WALL TYPE W3A:COMPOSITE ALUMINUM

PANELS ATTACHEDTO THERMALLY-BROKEN

SUB-GIRTS

THROUGHWALLFLASHING SECURED TO

MULLION


CONCRETE BEAM

INTERIOR

EXTERIOR

210

METAL FABRIC MESHATTACHED TO HORIZONTAL

ANGLE

PROVIDE PERFORATIONSON U/S W/ INSECT

SCREEN, TYP.

METAL FABRIC MESH

150mm SEMI-RIGID INSULATION ATTACHED TOIMPALED CLIPS

A/V BARRIER LAPPEDOVER FORMED METAL

FLASHING

30

0

25mm GAP ENCLOSEDWITH PREFINISHED

ALUMINUM TRIM

FILL CAVITY WITH SPRAY INSULATION

HORIZONTAL 152x152x12 GALV. STEEL ANGLE

VERTICAL 152x152x12 GALV. STEEL ANGLES AT1200mm O.C.

GALV. STEEL BLADES CAST INTO SLAB AT 1200mmO.C.

LEVEL 2 NORTH86.70 m

INTERIOR EXTERIOR

REBAR DOWELS

THERMALLY BROKEN ALUMN.THRESHOLD, PROVIDE MOUNTING CLIPAS REQUIRED

2% SLOPE


25

DAMPPROFING, LAP AND SEALAGAINST ALUMN. THRESHOLD

CONCRETE GRADE BEAM, REFER TOSTRUCTURAL

ENTRANCE FLOOR GRILLE


SOLATUBE -530MM DIAMETER

INTEGRATED FLASHING SYSTEM

EXTEND ROOFING MEMBRANEFLASHING TO UNDERSIDE OF CAP

EXTEND ROOFING PLYS UNDERROOFING FLASHINGTORCH SEAL

HEIGHT OF EXTENSION TUBE VARIESDEPENDING ON ROOF HEIGHT

REFER TO REFLECTED CEILING PLANFOR DIFFUSER REQUIRED:610mm SQUARE FOR SUSPENDED GRIDCEILING; 610mm ROUND FOR GWB

CONTINUOUS SEALANT

25mm x 3mm GALV. METAL FLAT BAR FASTENED TOCOLUMN W/ 2 GALV. SCREWS PER SIDE

16mm SHEATHING ON 38mm x 64mm PT WOODBLOCKING

BOLT TO STEEL BEAM (REFER TOSTRUCT.)

10mm NEOPRENE THERMAL BREAK PAD

10mm DIA. VENT HOLES DRILLED INTO COLUMNS

PRE FINISHEDFLASHINGEXTEND ROOFING MEMBRANE TO BEHIND FLATBAR

135

3900

TO

TO

P O

F M

ETAL

FABR

IC S

CREE

N

4600

TO

TO

P O

FCO

LUM

N

GALV. STEEL STRUCT COLUMN ATTACHED TOSTEEL BEAM (SEE STRUCT)

METAL FABRIC SCREEN (REFER TO SPEC.)

METAL FABRIC ATTACHMENT PLATE (REFERTO SPEC.)

230

GALV. STEEL HSS (SEE STRUCT)

GALV. STEEL STRUCT COLUMN ATTACHED TOSTEEL BEAM (REFER STRUCT)

MOUNT LED LIGHT FIXTURE - (REFER ELECTRICAL)ON HSS BETWEEN POSTS LOCATED 2400 OCC - (REFER STRUCT)

METAL FABRIC SCREEN (REFER TO SPEC.)

METAL FABRIC ATTACHMENT PLATE (REFERTO SPEC.)

220

3900

TO

BO

TTO

M O

F M

ETAL

FAB

RIC

SCRE

EN

4600

TO

CO

NC. R

OO

F SL

AB

HSS - (REFER STRUCT)

WOOD DECKING

ADJ. PEDESTALS





LEVEL 4 ACTIVE ROOF NORTH94.70 m

LAP A/V BARRIER OVER ROOFMEMBRANE MIN. 100mm

WEEP HOLE WITH INSECT SCREEN


WOOD DECKING

ADJ. PEDESTALS

Z-GRIT THERMALLY BROKEN


THROUGH WALL MEMBRANEFLASHING

200

LEVEL 1 NORTH STAGE 83.60 m




13mm FIBERBOARD

50mm SEMI RIGID INSULATION W/IMPALE CLIPSDRAINAGE BOARD

WATERPROOFING




SEALANT NW/ BACKER ROD

SEALANT NW/ BACKER ROD


SLOPE 2%


175

WATERPROOFING

75mm FOIL FACED SEMI RIGIDINSULATION ON IMPALE CLIPS

s3.1


13mm FIBERBOARD

CONC. SIDEWALK (REFER TOLANDSCAPE)


DRAINAGE BOARD ONWATERPROOFING

WATERPROOFING

SLOPE 2%

SEAL LOUVER FRAME TO AVB WITHONE BEAD OF CONTINUOUS SEALANT

LAP AV MEMBRANE OVERTHROUGHWALL FLASHINGMEMBRANE

THROUGHWALL FLASHINGMEMBRANE

SEALANT WITH BACKER ROD-PROVIDE DRAINAGE HOLES AT400mm O.C.

ALUMINUM COMPOSITE PANELSATTACHED TO THERMALLY-BROKENSUB-GIRTS

ROOF MEMBRANE SECURE TO LOUVERFRAME

76mm FOIL BACKED INSULATION ONIMPALED CLIPS

STRUCTURAL STEEL ANGLES (REFERTO STRUCTURAL)

EXTERIOR GYP. SHEATHING

ALUMINUM LOUVER SECURE TO STEELANGLES ABOVE AND CONCRETE SLABBELOW

SLOPE 2%

50VA

RIE

S: R

EFER

TO

ELE

VATI

ON

S


nG

INTERIOR

STRUCTURAL STEEL ANGLES ATTACHED TOCONCRETE SLAB16mm PT PLYWOOD ON 38x89mm WOOD FRAMING

2% SLOPE MINIMUM

ALUMINUM GLAZING CHANNEL SYSTEMMECHANICALLY FASTENED TO STRUCTURAL STEEL

PREFINISHED METAL FLASHINGOVER ROOF MEMBRANE WRAPPED OVER WALLV.B ON SLOPED 16mm PT PLYWOOD

WOOD DECK ONADJUSTABLE PEDASTLES

285

EXTERIOR

76mm FOIL BACKED INSULATION ONIMPALED CLIPS

16mm ABUSE RESISTANT GWBVAPOUR BARRIER152mm STEEL STUD FILL STUD SPACEWITH ROCK WOOL BATT INSULATION300mm CAST IN PLACE CONC. WALL

INTERIOR

ACOUSTIC CEILING TILES

BULKHEAD P5C - 16mm GWBON 64mm STEEL STUD -EXTEND TO U/S STEEL DECK

INSULATED BACK-PAINTED GLAZING

CURTAIN WALL SUPPORT BRACKETATTACHED TO STEEL ANGLE

DECK CLOSURE ANGLE

LINEAR BAR GRILLEREFER TO MECH. DRAWINGS

LINEAR BAR GRILLEREFER TO MECH. DRAWINGS

EXTERIOR

190

P5C

+2750ACT

152mm SEMI-RIGID INSULATION

SEALANT W/ BACKING ROD

SEALANT W/ BACKING ROD

13mm REVEAL MOULDING

350

800

680

CURTAIN WALL SCW-16

FINNED TUBE RADIATORATTACHED TO 38x64mm

UPRIGHTS @ 400mm O.C.

25

A/V BARRIER SEALED TO FRAME

A/V BARRIER

REFER TO 9/A924 FORBENCH CONSTRUCTION

DETAILS

ZAS PROJECT NO.:

DATE:

SHEET NUMBER:

SHEET TITLE

SCALE:

DRAWN BY:

REVISIONS


PROJECT :





ARCHITECT

KEY PLAN

SEAL


ISSUED:


REVIEWED BY:

CLIENTADDRESS :


GROUP OF COMPANIES


T 416 979 9834F 416 979 3763








ProjectName:





1 : 5

2/20/2017 10:08:52 PM

A653R1

14-001

BLOCK 31DEVELOPMENT

Author Checker

2017-01-13

WALL SECTION DETAILS

17 FEB 2017


1 : 510 TYPICAL CURTAIN WALL BASE AT GRADETYPICAL CURTAIN WALL BASE AT GRADE

1 : 52 PARKING PERIMETER METAL FABRIC SCREEN BASEPARKING PERIMETER METAL FABRIC SCREEN BASE

1 : 51 PARKING PERIMETER METAL FABRIC SCREEN TOPPARKING PERIMETER METAL FABRIC SCREEN TOP

1 : 511 TYPICAL CURTAIN WALL DOOR THRESHOLD AT GRADETYPICAL CURTAIN WALL DOOR THRESHOLD AT GRADE

1 : 55 TYPICAL SOLATUBE DETAILTYPICAL SOLATUBE DETAIL

1 : 54 ACTIVE ROOF METAL FABRIC SCREEN BASEACTIVE ROOF METAL FABRIC SCREEN BASE

1 : 53 ACTIVE ROOF METAL FABRIC SCREEN TOPACTIVE ROOF METAL FABRIC SCREEN TOP

1 : 57 TYPICAL CURTAIN WALL BASE AT WOOD DECKTYPICAL CURTAIN WALL BASE AT WOOD DECK

1 : 58 TYPICAL COMPOSITE WALL BASE AT WOOD DECKTYPICAL COMPOSITE WALL BASE AT WOOD DECK

1 : 512 CURTAIN WALL BASE OVER VAULT SPACECURTAIN WALL BASE OVER VAULT SPACE

1 : 513 EXTERIOR CONCRETE SLAB OVER VAULT SPACEEXTERIOR CONCRETE SLAB OVER VAULT SPACE

1 : 59 TYPICAL GRADE-LEVEL LOUVRE SECTIONTYPICAL GRADE-LEVEL LOUVRE SECTION

1 : 514 GLASS GUARD BASE AT ROOF WOOD DECKGLASS GUARD BASE AT ROOF WOOD DECK

1 : 515 TYPICAL BELOW-GRADE PERIMETER WALL & EXT. INS. CEILINGTYPICAL BELOW-GRADE PERIMETER WALL & EXT. INS. CEILING



1 : 56 CURTAIN WALL SPANDREL - CORRIDOR END WITH BENCHCURTAIN WALL SPANDREL - CORRIDOR END WITH BENCH

51 51

250

2750mmTO T/O F.F.

70

CONT ANOD. ALUMINUM GLAZING CHANNELSECURELY ANCHORED (SEE WINDOW

SCHEDULE)

ONE-HOUR FIRE RATED P2DPARTITION - 16mm TYPE X GWB ON92mm STEEL STUDS @ 400mm O.C.

P5E BULKHEAD: 16mm GWB ON 64mmSTEEL STUDS @ 400mm O.C.

- ANGLED AS SHOWN

WINDOW SPRINKLERS AT 1HRFIRE SEPARATION

(REF MECH. DWGS)

FULL HEIGHT SCREEN SS34 IN ALUM. BASESHOE AND ALUM. U TRACK HEAD SYSTEM

3000mmTO T/O F.F.

120

+2750ACT

BULLNOSE SOLID 140mm CMU BLOCK

1000

BRUSHED STAINLESS STEEL CLADDINGADHERED TO ALUM GLAZING BASE SHOE

ALUM GLAZING SHOE, ANCHORED TOCONCRETE SLAB W/ SS WEDGE ANCHOR

P1B

P2C

STEEL ANGLE BRACING SECURELYANCHORED TO STRUCTURE - SEAL ALL GWB

PENETRATIONS WITH 1 HR FIRE-STOP SEALANT

STRUCT. STEEL SUPPORT C/W WITH HANGERS/BRACING AS REQUIRED AND W/ SPRAY

APPLIED FIRE PROOFING (1HR FFR)

P5E BULKHEAD: 16mm GWB ON 64mmSTEEL STUDS @ 400mm O.C.

- ANGLED AS SHOWN

GROUT BLOCKS SOLID M15 REINFORCING BAR 600mm O.C.

s8

29.04 m

LEARNINGCOMMONS

S3.1F

+2750ACT

CONT ANOD. ALUMINUM GLAZINGCHANNEL SECURELY ANCHORED

STRUCT. STEEL SUPPORT C/W WITHHANGERS/ BRACING AS REQUIRED ANDW/ SPRAY APPLIED FIRE PROOFING (1HRFFR)

FACTORY INSTALLED BLACKPAINTED WOOD DOWEL

WOOD SLAT WALL PANEL

BLACK-PAINTED 102mm STEELSTUDS @ 610mm O.C C/WBLACK ACOUSTIC BATTINSULATION INFILL

BLACK SELF-TAPPING SCREWS

FACTORY ATTACHED 32x13mmBLACK WOOD BACKER

6735

5151

164

2030mmTO T/O F.F.

2250mmTO T/O F.F.

40

12 64

2750mmTO T/O F.F.


WINDOW SPRINKLERS AT 1HR FIRESEPARATION (REF MECH. DWGS)

FULL HEIGHT SCREEN SS29 IN ALUM BASESHOE AND ALUM U TRACK HEAD SYSTEM

PREFINISHED ALUM EDGE TRIM, TYP.

120

STEEL ANGLE BRACING SECURELYANCHORED TO STRUCTURE - SEALALL GWB PENETRATIONS WITH 1 HRFIRE-STOP SEALANT

GWB CEILING - TYPE CL-4

P2C

REFER TO 01/A654 FOR SKYLIGHTCURB DETAIL ABOVE

407

s8

FACTORY INSTALLED BLACK-PAINTED WOOD DOWEL

BLACK-PAINTED 92mm STEEL STUDSMOUNTED TO SIDE WALLS TOSUPPORT CURVED BACKERS

35x64mm HARDWOOD SLATS

38x38mm BLACK WOOD BACKERFACTORY-ASSEMBLED TO SUPPORT600mm RADIUS SLATS AS SHOWN

600 R

87.50

35 67

92mm BLACK ACOUSTIC INSULATION

BLACK HEAVY DUTY 24mmMAIN T-BAR @ 610mm O.C(BY INSTALLER)FACTORY ATTACHED 32X13mmBLACK WOOD BACKER

BLACK SELF-TAPPING SCREWS(BY INSTALLER)

12 GA WIRE PAINTED BLACK(BY INSTALLER)

92mm BLACK ACOUSTICINSULATION

64

70

59

P5E 64mm STEEL STUDBULKHEAD

450mm TO U/S STRUCTURALFLOOR SLAB4

50

s5.1

1 HR FIRE STOP SYSTEM

DEFLECTION TRACK, TYP.

CONT ANOD. ALUMINUM GLAZING CHANNELSECURELY ANCHORED (SEE WINDOW SCHEDULE)

ONE-HOUR FIRE RATED P2D PARTITION- 16mm TYPE X GWB ON 92mm STEEL

STUDS @ 400mm O.C.

BULKHEAD P5E: 16mm GWB ON 64mmSTEEL STUDS @ 400mm O.C.

51 51

120

2750mmTO T/O F.F.

WINDOW SPRINKLERS AT 1HRFIRE SEPARATION

(REF MECH. DWGS)

FULL HEIGHT ALL-GLASS SCREEN SS32 INALUM. BASE SHOE AND ALUM. U TRACK

HEAD SYSTEM

PREFINISHED ALUM EDGE TRIM, TYP.

3000mmTO T/O F.F.

+3050ACT

P2CP5C

STRUCTURAL STEEL ROOF DECK

CORRIDORS3.1A

50

250

120

STEEL ANGLE BRACING SECURELY ANCHOREDTO STRUCTURE - SEAL ALL GWB PENETRATIONS

WITH 1 HR FIRE-STOP SEALANT

STRUCT. STEEL SUPPORT C/W WITH HANGERS/BRACING AS REQUIRED AND W/ SPRAY APPLIED

FIRE PROOFING (1HR FFR)

REFER TO 02/A654 FOR SKYLIGHT CURB DETAIL


FACTORY INSTALLED BLACK PAINTED WOODDOWEL

35X64mm HW SLAT

BLACK-PAINTED 102mm STEEL STUDS @610mm O.C C/W BLACK ACOUSTIC BATTINSULATION INFILL


FACTORY ATTACHED 32x13mm BLACK WOODBACKER65

35

164 12 64



PRE-FORMED BLACK ANODIZED ALUMINUMCOVER PLATE

PRE-FORMED BLACK ANODIZED ALUMINUMCOVER PLATE

BRUSHED STAINLESS STEEL CLADDINGADHERED TO ALUM GLAZING BASE SHOEALUM GLAZING SHOE, ANCHORED TOCONCRETE SLAB W/ SS WEDGE ANCHOR

ALUM GLAZING SHOE, SECURED TO STEELABOVEGLAZED INTERIOR SCREEN SS21

100


s5.1


ALUM GLAZING SHOE, ANCHORED TOCONCRETE CURB W/ SS WEDGE ANCHOR

5150 100

1070

51x19mm PAINTED FLAT BAR STEEL GUARD RAILWITH POSTS @ 1200 O.C.

ALLOW FOR POCKET FOR GUARD RAIL BASEPLATE. FILL POCKET WITH CONCRETE.

P5C FURRING - 16mm GWB ON 92mm STEELSTUDS @ 400mm O.C.

445

10mm J TRIM REVEAL

CONT ANOD. ALUMINUM GLAZINGCHANNEL SECURELY ANCHORED TO

STEEL ABOVE

STEEL SUPPORT C/W WITHHANGERS/ BRACING AS

REQUIRED

35x64mm HW SLAT PANEL

BLACK-PAINTED 102mm STEELSTUDS @ 610mm O.C C/W

BLACK ACOUSTIC BATTINSULATION INFILL

2xL-METAL ANGLE BRACKETCONNECTION Z-GRITS PAINTED

BLACK TO MATCH WOODSCREEN ANGLE

51

2280mmTO T/O F.F.

2500mmTO T/O F.F.

40


WINDOW SPRINKLERS AT1HR FIRE SEPARATION

(REF MECH. DWGS)

FULL HEIGHT SCREEN NS42 IN ALUMBASE SHOE AND ALUM U TRACK HEAD

SYSTEM

STEEL ANGLE BRACING SECURELYANCHORED TO STRUCTURE - SEAL

ALL GWB PENETRATIONS WITH 1 HRFIRE-STOP SEALANT


BLACK-PAINTED 102mm STEELSTUDS @ 610mm O.C C/W BLACK

ACOUSTIC BATT INSULATIONINFILL

PRE-FORMED BLACKANODIZED ALUMINUM COVER

PLATE



51150

51x19mm PAINTED FLAT BAR STEELGUARD RAIL WITH POSTS AT 1200mm O.C.

ALLOW FOR POCKET FOR POST BASEPLATE. FILL POCKET WITH CONCRETE.

P2D PARTITION - 16mm GWB ON92mm STEEL STUDS @ 400mm O.C.

97.45

94.95

1070

220

97.23

92mm BLACK ACOUSTIC INSULATION

BLACK HEAVY DUTY 24mm MAIN T-BAR @ 610mm O.C (BY INSTALLER)

FACTORY ATTACHED 32X13mmBLACK WOOD BACKER

BLACK SELF-TAPPING SCREWS(BY INSTALLER)

12 GA WIRE PAINTED BLACK(BY INSTALLER)

FACTORY INSTALLED BLACKPAINTED WOOD DOWEL35x64mm HW SLAT PANEL



FACTORY ATTACHED 32x13mmBLACK WOOD BACKER

3000

720

22MM METAL FURRING CHANNELS

22mm METAL FURRING CHANNEL

2xL-METAL ANGLE BRACKETCONNECTION Z-GRITS PAINTED

BLACK TO MATCH WOOD SCREENANGLE

sC

ONE-HOUR FIRE RATED HOLLOW METALFRAME SECURELY ANCHORED (SCREEN

TYPE SS38 -SEE WINDOW SCHEDULE)

ONE-HOUR FIRE RATED P2D PARTITIONABOVE WINDOW- 16mm TYPE X GWB

ON 92mm STEEL STUDS @ 400mm O.C.

STEEL ANGLE BRACING SECURELYANCHORED TO STRUCTURE - SEAL ALL GWB

PENETRATIONS WITH 1 HR FIRE-STOP SEALANT

STRUCT. STEEL SUPPORT C/W WITH HANGERS/BRACING AS REQUIRED AND W/ SPRAY

APPLIED FIRE PROOFING (1HR FFR)

GWB CEILING - TYPE CL-4

+3400GWB

P1B

ONE-HOUR FIRE RATED WIRED GLASS

95.40

800

94.60

P5D FURRING: 16mm GWB ON92mm STEEL STUDS

SLOPED CAP UNDER SCREENOPENING IN FURRING: 16mm GWB

ON 92mm STEEL STUDS AT400mm O.C.

SLOPE

25

VARIES: REFER TO PLAN

2600mmABOVEFINISHEDFLOOR

35x64mm HW SLAT PANEL



STEEL ANGLE BRACING ASREQUIRED FOR SUPPORTSECURELY ANCHORED TOSTRUCTURE

BLACK-PAINTED 102mm STEELSTUDS @ 610mm O.C C/W BLACKACOUSTIC BATT INSULATIONINFILL

PRE-FORMED BLACKANODIZED ALUMINUM COVERPLATE

BRUSHED STAINLESS STEELCLADDING ADHERED TO ALUMGLAZING BASE SHOE

ALUM GLAZING SHOE, ANCHOREDTO CONCRETE SLAB W/ SSWEDGE ANCHOR


2800mmTO T/O F.F.

2750mmTO T/O F.F.

240

93.50

93.45

90.70

+2750GWB

RADIUS AND GRIND TOP OFGLASS SMOOTH

12mm TEMPERED GLASS

1070

100

2xL-METAL ANGLE BRACKETCONNECTION Z-GRITS PAINTEDBLACK TO MATCH WOOD SCREENANGLE

22mm METAL FURRING CHANNEL

2xL-METAL ANGLE BRACKETCONNECTION Z-GRITSPAINTED BLACK TO MATCHWOOD SCREEN ANGLE

22mm METAL FURRINGCHANNEL

4

35x64mm HW SLATPANEL

BLACK-PAINTED 102mmSTEEL STUDS @ 610mm

O.C C/W BLACKACOUSTIC BATT

INSULATION INFILL

P2D PARTITION - 16mmGWB ON 92mm STEELSTUDS @ 400mm O.C.

P5C

460

DRYWALL TRIM PAINTED 16mm REVEAL

ALUMINUM GLAZING SHOE FOR 6mmGLAZING C/W STAINLESS STEEL COVERSECURED TO WOOD SCREEN STUDSTRUCTURE

SMOKE BAFFLE - 6mm TEMPERED GLASS

89.45

88.99

MATCH BASE OF WOOD SCREENTO BASE OF GLASS BAFFLE -460mm BELOW CEILING LEVEL

P5C BULKHEAD SECURED TO U/S OFSTRUCTURALCONCRETE DECK ABOVE

+2750GWB

90

22mm METAL FURRINGCHANNEL

2xL-METAL ANGLE BRACKETCONNECTION Z-GRITS

PAINTED BLACK TO MATCHWOOD SCREEN ANGLE




RADIUS AND GRIND TOP OFGLASS SMOOTH

12mm TEMPERED GLASS

1070

100

LEVEL 3 NORTH WING90.70 m

2x10mm HEAT STRENGTHENED LAMINATEDGLASS (OBC SB-13) GUARD W/ CLEAR FILM (TYP.)C/W POLISHED & BEVELED EDGES EXTENDS TO1500 ABOVE A.F.F..

50mm STAINLESS STEELGLASS FASTENERS C/W GASKETS& 40 mm SPACERS BEHIND SECURED INTOSTEEL ANGLE

FLOOR FINISH (SEE ALSO ROOM SCHEDULE)

LIGHT FIXTUREW/ GWB TRIM

FROSTED FILM BEHIND GLASS

12mm GWB CEILING (REFER TO REFLECTEDCEILING PLANS)

50mm STAINLESS STEELGLASS FASTENERS C/W GASKETS& 40mm SPACERS BEHIND SECURED INTO STEELANGLE BEHIND

40

EXTEND GLASS MIN. 460 BELOW U/S OF CEILING IN MULTI-USECOMMUNITY SPACE N2.15A, END GLASS FLUSH WITH CEILINGIN GYM 1A N2.3A AND GYM 1B N2.4A


sC

P1B

P1B

S1

RUBBER COVING

FULLY GROUTED WALL COREM 15 REINFORCING BAR 600

O.C.

REFER TO MILLWORKDRAWINGS (8a/A919) FOR

DESK CONSTRUCTIONDETAILS

140 CMU WALL

140 CMU WALL

HALF-HEIGHT SOLID CAPBLOCK WITH BULLNOSE

EXPOSED CORNERS

13

10

90

ZAS PROJECT NO.:

DATE:

SHEET NUMBER:

SHEET TITLE

SCALE:

DRAWN BY:

REVISIONS


PROJECT :





ARCHITECT

KEY PLAN

SEAL


ISSUED:


REVIEWED BY:

CLIENTADDRESS :


GROUP OF COMPANIES


T 416 979 9834F 416 979 3763








ProjectName:





1 : 5

2/20/2017 10:26:29 PM

A809R1

14-001

BLOCK 31DEVELOPMENT

Author Checker

2017-01-13

CEILING DETAILS

17 FEB 2017




1 : 56 ART ROOM SPRINKLER BULKHEAD AND SILL DETAILART ROOM SPRINKLER BULKHEAD AND SILL DETAIL

1 : 51 SCREEN HEAD SPRINKLERS WITH WOOD SLATSSCREEN HEAD SPRINKLERS WITH WOOD SLATS

1 : 53 WOOD SLAT TRANSITION - VERTICAL TO HORIZONTALWOOD SLAT TRANSITION - VERTICAL TO HORIZONTAL

1 : 54 LEARNING COMMONS SCREEN HEAD WITH SPRINKLERSLEARNING COMMONS SCREEN HEAD WITH SPRINKLERS

1 : 52 GLAZED SCREEN WITH WOOD SLATSGLAZED SCREEN WITH WOOD SLATS

1 : 55 LEARNING COMMON SCREEN BASE WITH GUARD RAILLEARNING COMMON SCREEN BASE WITH GUARD RAIL

1 : 510 ATRIUM WOOD SLAT WITH SPRINKLER HEADATRIUM WOOD SLAT WITH SPRINKLER HEAD

1 : 57 ART ROOM CLERESTORY SCREENART ROOM CLERESTORY SCREEN

1 : 511 ATRIUM WOOD SLAT WITH GLASS GUARDATRIUM WOOD SLAT WITH GLASS GUARD

1 : 513 ATRIUM WOOD SLAT BASEATRIUM WOOD SLAT BASE

1 : 512 TYPICAL GLASS GUARDRAILTYPICAL GLASS GUARDRAIL

1 : 58 COMMUNITY CENTRE GLASS GUARD RAIL ATTACHMENTCOMMUNITY CENTRE GLASS GUARD RAIL ATTACHMENT

1 : 59 LEARNING COMMON CMU BALCONY WALLLEARNING COMMON CMU BALCONY WALL

6570

4320

2250

6630

4380

2250

1200

LV

6645

4395

2250

6705

4455

2250

1200

6795

4545

2250

4570

2250

4580

2250

6830

1200

LV

6860

4610

2250

6880

4630

2250

1200

LV

6900

4650

2250

6920

4670

2250

1200

LV

6925

4675

2250

6945

4695

2250

1200

LV

6985

4735

2250

7005

4755

2250

1200

LV

7030

4780

2250

7050

4800

2250

1200

LV

5100

1300

1400

2400

50251390 1510 1510 615

5100

1300

1400

2400

315

985

3800

59601460150015001500

315

4785

4285

450

1435

24002

745

15451505150515051505

345

2400

7555

10380

1485148514851485148514851485

3165

765

2400

2400

640

10010

02001

00145

ALL

MU

LLIO

NS

TO E

XTEN

D T

O U

/S O

F D

ECK

324951535 1500 1010 1010 1500 1500 1500 1010 1010 1500 1500 1500 1010 1010 1500 1500 1500 1010 1010 1500 1500 1500 2015 1385

N2.15.6 N2.15.7 N2.15.8 N2.15.9 N2.15.10N2.15.8 N2.15.7 N2.15.8 N2.15.9 N2.15.10

EXTENTS OFSOFFIT ABOVE,COORDINATEWITH A400 -A405

EXTENTS OFCURTAINWALL

GLAZING

3595

2400

1195

1400

3370

2400

970

6165

1220 825 2015 1265 385 455

N2.15.1 N2.15.1

1350

1645

3190

6185

2400

2200

1585

213458201500150015008201500150015001500150015001500150015001705

6185

TG

TG TG

23153251990

3750

1350

2400N2.1.3 N2.1.3

TG

2400

2200

1800

200

200

24035

1535150041510851500150015001500150015001500150015001500150015001500

EXTENTS OFSOFFIT ABOVE,COORDINATEWITH A400 -A405

TG

TG

TG

TG

TG

TG

TG

TG

TG

TG

TG

TG

TG

SP

TG

SP

TG

TG

TG

TG

TG

TG

TG

TG

TG

TG

TG

TG

TG

TG

TG

TG

EXTENTS OFCURTAINWALL

GLAZING

TG TG TG TG TG TG TG TGTGTGTGTGTGTGTG

ALL

MU

LLIO

NS

TO E

XTEN

D T

O U

/S O

F D

ECK

NCW35B135mm CURTAINWALL BACKBOX

NCW35A210mm CURTAINWALL BACKBOX WITH STEEL REINFORCEMENT AS REQUIRED

SP

SP

SP

8030

1605 1605 1605 1605 1605

TG TG TG TG TG

1700

1450

2940980 980 980

ALL

MU

LLIO

NS

TO E

XTEN

D T

O U

/S O

F D

ECK

1940

1760

1740

2260

3630

EXTENTS OF SOFFITABOVE, COORDINATEWITH A400 - A405

1050 1050 1050

3155

1450

1080

1845

108015001500150015001500150015001500150015001500150015001485

TG TG TG TG TGTGTGTGTGTGTGTGTGTG

LV LV LV LV LV LV LV LV LV LV LV

LV LV LV LVLV

TG

GLASS GUARD, REFER TOA340, 4 FOR SIM. DETAIL

1215

235

1080

1845

4370

4370

22065

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3410

5010

11351070950930930

TG TG TG

N3.13B

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1160

2250

140

22502390

1660

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Michael Pacholok Purchasing and Materials … · Purchasing and Materials Management Division City Hall, 18th Floor, West 100 Queen Street West Toronto, Ontario M5H 2N2 Joanne Kehoe