closing: 12:00 noon (local time), november 29, 2017 1...1. please provide type of lighting fixture...

Michael Pacholok, Chief Purchasing Officer and Director

Purchasing & Materials Management City Hall, 19th Floor, West 100 Queen Street West Toronto, Ontario M5H 2N2

Joanne Kehoe, Manager Construction Services

November 16, 2017 Via Website Posting (34 pages)

Addendum No. 21 TENDER No. 267-2017

Closing: 12:00 NOON (LOCAL TIME), November 29, 2017

For: the supply of all materials, equipment, labour and supervision necessary for the construction of the new Bessarion Community Centre.

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

1.0 CLARIFICATIONS & REVISIONS: Section 4, Scope of Work:

Please refer to Architectural Addendum A4 dated November 10, 2017 (27 pages or drawings total) which includes the following documents issued herein:

i. Cover Page (1 page total);

ii. Architectural Specification Revisions and Clarifications, ADD-A4, November 10, 2017 (1 page total);

iii. Architectural Drawing Revisions + Clarifications, ADD-A4, dated November 10, 2017 (17 pages total) including:

a) 2 pages of Architectural Drawing Revisions and Clarifications;

b) 13 sketches with prefix “ASK-64 through to ASK-76”;

c) 2 re-issued sheets;

iv. Structural Addendum No. S4 dated November 10, 2017 (1 page);

v. Mechanical Addendum No. M4 dated November 10, 2017 (6 pages);

vi. Electrical Addendum No. E3 dated November 10, 2017 (1 page).

Refer to these addenda and be governed accordingly.

2.0 RESPONSES TO QUESTIONS

The following are responses to questions received during the call period:

Q1. Clarification required for the following. Following are the maximum sizes available for SPANDREL GLASS full coverage: 84” x 160” (Canadian) or 84” x 165” (Viracon American), SILKSCREEN GLASS (FRIT) 70” x 150” (Canadian) or 84” x 165” (Viracon American). American is more expanses due to exchange rate.

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Addendum No. 21 TENDER No. 267-2017 2

Based on American manufacturer’s limitations following elevation needs revisions. Please provide the revised elevations to accommodate the glass manufacturer’s limitations and clarification on the details.

a) Elevation 4a. Exterior refer drawing A711.

b) Screen ScG101.1: Glass type GL-11,FR20C, refer drawing # A720.

c) Screen 111.9, refer drawing # A721.

d) Details required for Fire Hose cabinet (Glass will be split with seams) as big cut-out in the glass is not possible.

e) Cross Section & details required for Screen # ScR300.

f) Refer details 1,3/A314, 2/A315: Level 2 calls for 102mm horizontal mullion & one piece of glass sealed unit in the front. This is not advisable as it will break or cracked due to stress. The sealed unit will be split at this location and SSG silicone joint will be provided.

g) Refer detail 1/A315 same as above at level 3. Also all other similar locations.

h) 133mm back section (Horizontal) can be used in lieu of 102mm. Please advise.

A1. Responses provided following each question below:

a) On sheet A711 there is no elevation 4a. but if it was Elevation 4 that you were referring to it, the width and length of glazing are meeting the standard Canadian sizes.

b) Screen ScG 101.1 has been revised as sketch ASK-64 in Addendum A4.

c) We will consider a vertical joint in the middle of the glass, to reduce the width of it.

d) We agree with providing the seams in glass where required, we will revise the screen types where these FHC cabinets are located and will re-issue the sheets in our next Addendum.

e) Cross sections and details are available, refer to sections 2/A316, 2/A320 and details on A614.

f) Details 1 and 3 / A314, we agree with providing SSG silicon joint and using 168mm wide alum. horizontal mullion at the joint instead of 102 mm wide one. The detail will be revised and re-issued as an ASK in Architectural Addendum A4. Detail 2/A315 is an interior condition and there is no thermal difference or heat stress on the glass units. So we prefer to keep the detail as it is now.

g) Detail 1/A315 has no such condition like 1/A314.

h) Please keep 102mm

Q2. Structural detail 17/S721, please provide extent of new retaining wall

A2. 17/S721: Note to be added to detail "Refer to architectural drawings for extent of retaining wall”. Refer to drawing 9/A202 for the length and slope of this retaining wall.

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Q3. Along GL H on drawing A113A and A113B, reference is made for wall type PB9. However, this is not made reference to on the partitions drawing A011. Please provide wall type details of PB9.

A3. PB9 has been named PB6 in partition drawing A011. Please change it to PB9 as per ASK-74.

Q4. Stair B section 17/A610 has notes “TPA handrails and guards all type 304 stainless steel” but detail 18/A610 shows regular steel rails. Please clarify which one is correct.

A4. 304 stainless steel is correct. Also see Metal Fabrication schedule on Spec. div. 05 50 01

Q5. Please clarify wall type at interior screens (underneath and above screens). Ex. ScP104.1 and ScP104.3 on P1 floor Plans.

A5. Above Screen ScP104.1 is W10A (Parking insulated walls above Screens).

Above and below ScP104.3 on P1 is PB3X, see ASK-76 which will be issued as Part of Architectural ADD-A4.

Q6. Based on current configuration and pipe routing for the standpipe system schematic, multiple isolation valves will be required ( over and above what is shown on drawings ) to meet requirements of NFPA-14 ( 2013 edition ). Please have this schematic reviewed again and advise accordingly as this will also affect fire alarm zoning on electrical scope of work.

A6. To expedite the process, it would be beneficial to the project for the contractor to identify to the design team the missing valves they believe are necessary in order to meet the requirements of NFPA-14.

Q7. Reference drawing A100P, a 600mm W x 1200m H concrete crash wall is indicated along grid line 2 but not reflected in structural drawings. Please provide structural detail of the wall.

A7. Crash wall and reinforcing to be added on Addendum S4.

Q8. DW E304A, B;E305B;E306B,E404A & B are missing from Addendum#10,E-01 please clarify.

A8. These drawings were issued in Addendum 11. (Because of file size limitations of the City's Purchasing website, large addenda have to be broken down in this manner).

Q9. Drawing S103 grid G/1x indicates beams P1B1 – P1B4, PB16 & PB21 as concrete beams in S205 beam schedule but reference cross section 6/S606 shows steel beam. Please clarify.

A9. P1B1- P1B4 are shown on Steel Beam Schedule, PB16 and PB21 are concrete beams.

Q10. M404a, please provide detail for radiant floor heating.

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A10. Radiant flooring shall be installed in accordance with manufacturers’ installation requirements /details and flooring type FL3 identified on Architectural drawing A010.

Q11. When is the anticipated award date for the project?

A11. See response in Addendum No. 13 to similar question.

Q12. Has the owner already acquired encroachment agreement with residential owners to the west side of the property line and to the City to the east side? Some scope of work will be outside of the property line (i.e. shoring tie-backs, tree removals, etc.).

A12. The City of Toronto has entered into written agreements with the residential property owners on the west side of the community centre allowing the City to 1) encroach beneath their properties with shoring tiebacks, and to 2) remove or injure the trees on the shared property line as indicated on the plans.

On the east side, the City will be circulating the plans for the proposed shoring tiebacks encroaching into the Woodsy Park Lane ROW to the utility companies that may be located within the Woodsy Park Lane ROW to confirm non-interference, in order to secure the shoring permit that the City has applied for.

Q13. The enclosed is copy of drawing S106, please provide a moment connection detail at the underside of concrete beam if it is available.

A13. Moment connection to be provided by 2 cast in plates: Beam Schedule Update: 3B-3: Cast in Plate Left End: 2 Plates: B-200X10X200 w/4- 20MX500LG.

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Q14. Reference L-01A drawing indicates a note “all boulevard work to be done by concord adex investments limited”, please clarify extent of what is considered under boulevard work. Is it any work outside property line along Woodsy Park Lane is by Concord Adex?

A14. See response in Addendum No. 12 to similar question.

Q15. Drawing AR_01, did owner already obtain tree removal permit? Action column of the tree inventory list indicates “permit & permission from shared owner required”, please confirm if owner is responsible in getting a permit from shared owners.

A15. The City of Toronto has entered into written agreements with the residential property owners on the west side of the community centre allowing the City to 1) encroach beneath their properties with shoring tiebacks, and to 2) remove or injure the trees on the shared property line as indicated on the plans.

Q16. Reference civil drawing ESC, please confirm if the notes #5 “Construction Sequence” is to be strictly followed.

A16. The construction sequence on the ESC Plan does not need to be strictly followed. However, any significant deviations should be approved by the Consultant and City.

Q17. Electrical Questions:

1. Please provide type of lighting fixture shown on DW E406B grid line 17,17/C,Cx.

2. Please provide starters schedule.

3. Mechanical equipment P-STM-P3-03/4 not shown on DW E200 please clarify.

A17. Fixture is not required. Floating fixture to be deleted. Loose Starter schedule was provided in Electrical addendum ADD-E02. P-STM-P3-03/04 does not exist.

Q18. Specify composition of wall type PB9 – Seen along gridline H – Drawing A113A.

A18. PB9 has been named PB6 in Partition Drawing A011. Please change it to be PB9, as per ASK-74.

Q19. Specify composition of wall type PG4X – Noted along gridline D – Drawing A114 above curtain wall. Additionally is this located only on specific areas or along the entire curtain wall?

A19. The partition above the screen is PGSX2. Please change the note to read ‘PGSX2 ABOVE’ And it is just above that particular curtain wall. Refer to section 3/A614.

Q20. Specify TKS type for the Staff Room L112 & Office / Program Planning L109 on Detail 1 A801.

A20. Please refer to Specification Section 06 40 00 page 10, Tackboards. The color is to be determined by architect during construction.

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Q21. Confirm location of turnstile @ third floor athletics noted on Detail 3 Drawing A903.

A21. There is no turnstile on 3rd floor anymore, please remove the note reading : “DUPLEX & DATA/VoIP DATA FOR TURNSTILEs” from detail 3/A903

Q22. Drawing A100P1 indicates parking control equipment and pay stations, please provide specification if these are to be included in the contract.

A22. They are not included in the contract and will be provided by the Toronto Parking Authority (TPA).

Q23. SPL Geotechnical Report dated Nov. 28, 2015 (page 7) recommends caisson wall along exterior basement walls to temporarily control groundwater seepage during construction stage. Issued shoring design drawings SH0 indicates caisson wall along north & west sides only. Is this requirement been considered in the design of the shoring?

A23. As per Notes B.2 on SHO, active dewatering is being considered during construction. Therefore groundwater seepage to be minimal, and soldier piles & lagging will allow for a more efficient design due to drainage between lagging boards.

Q24. Arborist report indicates requirement for root protection & tree pruning, please indicate on drawing where this is required.

A24. We could not find any reference to root protection in the Arborist Report. You may need to send the specific comment that you are referring to? Reference to pruning is a general note. If any unforeseen pruning is required, it needs to be done by a certified Arborist.

Q25. Landscape removals drawing L100A & L100B indicates about 67 trees to be removed which do not match trees to be removed in arborist drawing AR-01 (only shows 52 ea), please confirm which drawing to follow.

A25. L100A and L100B show trees to be removed according to the survey. The Arborist drawing AR-01 identifies trees that were surveyed on site. There is a discrepancy because trees on the Survey did not appear on site. The arborist report is likely more accurate since it was done at a later date after some site work had commenced, however any tree identified for removal on L100A and L100B should be removed.

Q26. RFS for Parking levels lists TL12 at various wall locations in the parking vestibules.

a) TL12 in the Tile Schedule is listed for use in the pool and library.

b) There is not elevations of the parking vestibule walls to show us extent of the tile.

A26. TL12 is correct, we will update the Tile schedule to add Parking Vestibules to Location of TL12. On sheet A800 Parking RFS, on Comments Column, indicate TL12 up to 1.2m and painted GWB above.

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Q27. Addendum 2 - Was supposed to include 7 re-issued drawings. I do not see the drawings included in the addendum?

A27. City of Toronto Addendum 2 issued Architectural Addendum A1 and some components of the Architectural Addendum as noted. City of Toronto Addendum 3 included the 7 Architectural Drawings issued in the Architectural Addendum, as noted on City of Toronto Addendum 3. (Because of file size limitations of the City's Purchasing website, large addenda have to be broken down in this manner).

All other aspects of the Tender remain the same.

Should you have any questions regarding this addendum, please contact Mike Voelker at [email protected].

Please attach this addendum to your RFT document and be governed accordingly. Bidders must acknowledge receipt of all addenda on the space provided on the Tender Call Cover Page as per the Process Terms and Conditions, Section 1, Item 8 - Addenda, of the Tender Call document.

Yours truly,

Joanne Kehoe, Manager, Construction Services Purchasing and Materials Management

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Toronto 416.593.5300 | Waterloo 519.616.0895 | Victoria 778.817.1010 | Halifax 902.593.0125 | blackwell.ca

ADDENDUM No. S4

PROJECT: Bessarion Community Centre

PROJECT NO: 130608

REPORTED TO: O. Pushkar, MJMA

REVIEWED BY: Mike Feindel

DATE: November 10, 2017

Please take note of the following information regarding our project.

ATTACHMENTS:ATTACHMENTS:ATTACHMENTS:ATTACHMENTS:

None

DRAWING REVISIONS:DRAWING REVISIONS:DRAWING REVISIONS:DRAWING REVISIONS:

S-205, Beam Schedule • 3B3: Cast in Plates, left end: 2 x2 x2 x2 x B200X100X200 w4-20MX500LG

S102, P2 Plan, S103 P3 Plan, S-701: P2 Sections, S-705: P1 Sections • Add 600X1200 Crash Wall along Gridline 2 (Gridlines: E-C). Reinforce wall with

20M@200V&H EA. F S-721, Level 2 Sections

• Detail 17/S721: Add note: REFER TO ARCH. FOR EXTENT OF RETIAINING WALL

SPECIFICATION REVISIONS:SPECIFICATION REVISIONS:SPECIFICATION REVISIONS:SPECIFICATION REVISIONS:

None

Blackwell

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4211 Yonge Street Suite 500 Toronto Ontario M2P 2A9

416 487 8151 f 416 487 9104 smithandandersen.com

The above amendments are hereby made as part of the Contract Documents. The above revisions and/or additions shall be made to contract documents and the cost shall be included in the Tender Price.

Vancouver Kelowna Victoria Calgary Edmonton Winnipeg London Toronto Ottawa

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PROJECT NAME: Bessarion Community Centre

COMPANY: Maclennan Jaunkalns Miller Architects

ATTENTION: Olga Pushkar

PROJECT NO.: 14327.000.M.001 DATE: 2017-11-10

ADDENDUM NO.: M4 ISSUED BY: Kevin Widmer

1.0 SPECIFICATIONS:

1.1 Section 21 05 15.00 Variable Frequency Drives (Not Re-Issued)

1.1.1 Revise sentence 1.2.4 as follows:

All Variable Frequency Drives for this project which are not part of packaged equipment shall be of a single manufacturer for all fan and pump systems.

1.2 Section 21 05 63.00 Access Doors and Accessibility (Not Re-Issued)

1.2.1 Add “Williams Bros. Corp. model RDW 410 Series” to the list of acceptable products in Sentence 2.1.3.


Doors in tiled walls or ceilings shall be welded steel with tile recess, concealed hinges, concealed frame, push catch, gasketted door seal. Profab 8000/NFR/TF*/TD/PC/SD.

1.3 Section 22 42 00.00 Fixtures and Trim (Not Re-Issued)

1.3.1 Add sentence 2.4.6.2 to the S-6 sink as follows:

Each sink shall include two (x2) faucets.

1.4 Section 23 21 23.00 Centrifugal Pumps (Not Re-Issued)

1.4.1 Add “Patterson” as an acceptable manufacturer in Sentence 2.2.1.

1.5 Section 23 52 16.00 Condensing Boilers (Not Re-Issued)

1.5.1 Add “Enerpro” as an acceptable manufacturer in Sentence 2.2.1.

1.5.2 Revise sentence 2.1.2.14 as follows:

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2 ADDENDUM

Pre-wired control panel, allowing only a single 575V power connection, interconnected to all controls and wired to terminal strip. Boilers supplied at alternate power requirements shall be complete with all necessary transformers.

1.6 Section 23 72 13.00 Energy Recovery Enthalpy Wheels (Not Re-Issued)

1.6.1 Remove sentence 2.2.4.


Energy recovery enthalpy wheel sequencing shall be by the equipment manufacturer.

1.7 Section 23 74 13.00 Packaged Air Conditioning Unit (Not Re-Issued)

1.7.1 Add “Aaon” as an acceptable manufacturer in Sentence 2.2.1.


The frame and unit base shall be 2.71 mm thick (0.1067 in. – 12 GSG gauge) galvanized steel. Fabricate structural base with cross members to designed to carry all component loads.

1.7.3 Add “Refplus” to the list of acceptable manufacturers in sentence 2.2.1.


Where indicated on the plans, the condensing unit section shall be split away from the air handling section. Each section shall have its own main power disconnect. Control interlocks between each section shall be provided under this Section.

1.8 Section 23 74 13.13 Small Packaged (Modular) Roof Mounted Air Conditioning Units (Not Re-Issued)

1.8.1 Revise sentence 2.1.5.11 as follows:

Duct-mounted humidifier grid for RTU-06


Provide humidifier dispersion grid within the supply duct and steam generator within the mechanical room as specified in Section 23 84 13.00 – HUMIDIFIERS.

1.9 Roof Mounted Air Conditioning Units (Not Re-Issued)

1.9.1 Add “Aaon” as an acceptable manufacturer in Sentence 2.2.1.

1.10 Section 23 77 13.00 Expansion Tanks (Not Re-Issued)

1.10.1 Add “Patterson” as an acceptable manufacturer in Sentence 2.2.1.

1.11 Section 23 84 13.00 Humidifiers (Not Re-Issued)

1.11.1 Add sentence 3.1.1.1 as follows:

For duct-mounted distribution grids, pipe condensate drain to nearest mechanical room floor drain.

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3 ADDENDUM

2.0 SCHEDULES:

2.1 None

3.0 DRAWINGS:

3.1 Drawing M-200 (Attached)

3.1.1 Replace entire drawing with the one attached.

.1 AHU-04 added to the heating water schematic as shown.

3.2 Drawing M-303B (Not Re-Issued)

3.2.1 Add and eyewash “EW-3” to the S-1 sink in First Aid A109.

3.3 Drawing M-305A (Not Re-Issued)

3.3.1 Revise the two (x2) “S-3” sinks to “S-6” in Arts & Crafts R334.

3.3.2 Revise the two (x2) “S-3” sinks to “S-6” in Classroom R335.

3.3.3 Revise the two (x2) “S-3” sinks to “S-6” in Multi-Purpose R323.



.1 25Ø glycol supply and return piping serving AHU-04 added as shown on detail 2-M601



.1 Revise sidewall fittings and Leisure Pool ramp to angled floor inlets as shown.

.2 Revise the quantity and flow rate through return fittings as shown.

END OF MECHANICAL ADDENDUM M4

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Contractor must check and verify all dimensions on the job, and report anydiscrepancies to the Architect before proceeding with the work.

Do not scale this drawing.

CIVIL ENGINEERS

STRUCTURAL ENGINEERS

MECHANICAL ENGINEERS

ELECTRICAL ENGINEERSHYDROGEOLOGICAL ENGINEERS

GEOTECHNICAL ENGINEERS

REV DESCRIPTION DATE

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AD

BOILER ROOMP119

TPA SCRUBBERP110

POOL MECHANICAL FILTRATIONP206

EXIT STAIR CSTR C

EXIT STAIR DSTR D

L1

EXIT STAIR CSTR C

MAIN COMMSP118

STAIR JSTR J

EXIT STAIR CSTR C

MECH INTAKE AIRP207

11x

B

C

Bx

Cx

Bx

Cx

B

Ax

16 1714

D

1312

Ax

By

C

15x1511

E

12

By

LEVEL 3+8825

LEVEL 4 MEZZANINE+12750

NORTH ELEVATION+18425

E

SOUTH PARAPET+15225

ZONING HEIGHT LIMIT+14840

D

U/S STEEL DECK+18000

PROPOSED BLDG HEIGHTVARIANCE

+18740

??

WEIGHT ROOM MECHR319

GYM STORAGER320

ATHLETICS CORRIDORR300A

Ex

12

LEVEL 3+8825

LEVEL 4 MEZZANINE+12750

NORTH ELEVATION+18425

SOUTH PARAPET+15225

ZONING HEIGHT LIMIT+14840

11x

U/S STEEL DECK+18000

PROPOSED BLDG HEIGHTVARIANCE

+18740

WEIGHT ROOM MECHR319

WALKING TRACKR402

GYMNASIUMR318

WEIGHT ROOMR321



CIVIL ENGINEERS






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12 13



CIVIL ENGINEERS






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4211 Yonge Street Suite 500 Toronto Ontario M2P 2A9 416 487 8151 f 416 487 9104 smithandandersen.com

Victoria Vancouver Kelowna Calgary Edmonton Winnipeg London Toronto Ottawa Halifax

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PROJECT NAME: BESSARION COMMUNITY CENTRE

COMPANY: MJM Architects

ATTENTION: Olga Pushkar

PROJECT NO.: 14327.000.E.001 DATE: 2017-11-10

ADDENDUM NO.: ADD-E-03 ISSUED BY: Jeffrey Ng

The following amendments are hereby made as part of the Contract Documents. The following revisions and/or additions shall be made to contract documents and the cost shall be included in the Tender Price.

1.0 SCHEDULES

1.1.1 N/A

2.0 DRAWINGS

2.1 E300A LEVEL P3 - POWER AND SYSTEM (Not Attached)

2.1.1 Delete direct connections for duplex pump tagged as ‘P-STM-P3-01/02’ set located at gridlines Ex/8. Pump connection was duplicated and not required.

2.2 E305A LEVEL 03 – POWER AND SYSTEM (Not Attached)

2.2.1 Add one (1) fire alarm speaker-strobe in Fitness Studio R329 at gridlines G/2.

2.2.2 Revise one (1) fire alarm speaker to fire alarm speaker-strobe in Dance Studio R330 at gridlines Ex/2.

2.3 E406B LEVEL 04 MEZZANINE – LIGHTING (Not Attached)

2.3.1 Delete untagged floating light located at gridlines C-Cx/16-17.

3.0 CLARIFICATION

3.1.1 Coordination with RFI responses.

3.1.2 Coordination with Architectural Drawings.

END OF ELECTRICAL ADDENDUM

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Bessarion Community Centre Addendum 4 MacLennan Jaunkalns Miller Architects Page 1 Project No. 1318 November 10, 2017 COVER PAGE - ADDENDUM 4

Addendum 4

Issued November 10, 2017

Project: Bessarion Community Centre

Owner: City of Toronto

Consultant: MacLennan Jaunkalns Miller Architects

1. GENERAL

.1 This Addendum shall be attached to the front of the specifications and shall be brought to the attention of all concerned.

.2 This Addendum shall form an integral part and shall be read in conjunction with Specifications and Drawings. This Addendum shall take precedence over all requirements to the aforementioned specifications with which it may prove to be at variance.

.3 Receipt of this Addendum shall be acknowledged on the Bid Form. Failure to do so may subject the Proponent to disqualification.

.4 This Addendum Contains:

.1 COVER PAGE – ADDENDUM 4 – 1 page

.2 ARCHITECTURAL SPECIFICATION REVISIONS + CLARIFICATIONS, ADD-A4 dated November 10 , 2017 – 1 page

.3 ARCHITECTURAL DRAWING REVISIONS + CLARIFICATIONS , ADD-A4 dated

November 10, 2017 – 17 pages total including: a) 2 pages of Architectural Drawing Revisions and Clarifications b) 13 sketches with prefix “ASK-64 through to ASK-76” c) 2 re-issued sheets

.4 Structural Addendum No.S4 dated November 10, 2017 – 1 page

.5 Mechanical Addendum No.M4 dated November 10, 2017 – 6 pages

.6 Electrical Addendum No. E-03 dated November 10, 2017 – 1 page

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Bessarion Community Centre Addendum ADD-A4 MacLennan Jaunkalns Miller Architects Page 1 Project No. 1318 November 10, 2017 Architectural Specifications Revisions + Clarifications ADD-A4

2. ARCHITECTURAL SPECIFICATION REVISIONS + CLARIFICATIONS

A. Section 07 46 67 Zinc Cladding Flashing

a) ADD Sentence 2.5.10 Premanufactured Insulated Gutter at Childcare Canopy: provide custom zinc gutter profile complete with 50mm INS-22 as per drawings, and continuous waterproofing membrane tie into roof systems.

B. Section 09 31 01 Tile Schedule (not re-issued)

a) REVISE Sentence 1.3.6 Continuous Contrasting Strip Insert Contrasting Colour Trim Band: PROFILITEC LISTEC L1 22A’ extruded clear anodized aluminum finish (AS)

C. Section 13 11 21 Pool Tile Schedule (not re-issued)

a) ADD Sentence 1.2.2.3 Contrasting Colour Trim Band: PROFILITEC LISTEC L1 22A’ extruded

clear anodized aluminum finish (AS)

D. Section 11 66 43 Indoor Scoreboards (not re-issued)

a) REVISE Sentence 2.3.6.2 Acceptable Products:

.1 Nevco Scorboards ‘ Model 2700’

b) REVISE Sentence 2.3.7.2 Acceptable Products:

.1 Nevco Scoreboards ‘ Shot Clock’

c) REVISE Sentence 2.4.1.1 Acceptable Products:

.1 Wireless Nevco Scoring Console ‘Model MPCW-7’

E. Section 10 51 26 Solid Phenolic Lockers (not re-issued)

a) ADD to 2.2 Basis of Design, PSISC Columbia as alternates for phenolic lockers.

b) REVISE 2.2.2 Substitutions in accordance with Section 01 25 00, TO BE

2.2.3

F. Section 10 21 16 Stainless Steel Toilet Partitions (not re-issued)

a) ADD to 2.1 Manufacturer, Metpar Corp as 2.1.1.3

b) REVISE 2.1.1.3 Substitutions in accordance with Section 01 25 00, TO BE

2.1.1.4

END OF ARCHITECTURAL SPECIFICATION REVISIONS + CLARIFICATIONS.

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Bessarion Community Centre Addendum ADD-A4 MacLennan Jaunkalns Miller Architects Page 1 Project No. 1318 November 10, 2017 Architectural Drawings ADD-A4

3. ARCHITECTURAL DRAWING REVISIONS + CLARIFICATIONS

Drawing A011 – INTERIOR PARTITIONS, SLAB ON GRADE, SOFFIT & CEILING TYPES SCHEDULE

.1 RENAME PB6 to PB9, refer to ASK-74.

Drawing A100P1 – FLOOR PLAN - PARKING LEVEL P1

.1 1/A100P1

a) ADDED more wall tags to TPA CONTROL RM P104, refer to ASK-76.

Drawing A150P1 – REFLECTED CEILING PLAN - LEVEL P1

.1 2/A150P1

a) REVISED ceiling height above TPA CONTROL P104 AND TPA WC P105, refer to ASK-75.

Drawing A152 – REFLECTED CEILING PLAN- LEVEL 2

.1 1/A152

a) ADDED note: “Provide access panels for Rolling Window Shades (RWS-1) on

C-STUCCO ceiling in aquatic hall as per required by Window Shade specifications and installation guide.”, refer to ASK-68.

Drawings A153 – REFLECTED CEILING PLAN- LEVEL 3 (Re-Issued)

.1 1/A153

a) ADDED lines for ceiling C-MTL-P panel modulations and ADDED ceiling access panels as coordinated with Mechanical and Electrical consultants.

Drawings A154 – REFLECTED CEILING PLAN- LEVEL 4 (Re-Issued)

.1 1/A154

a) ADDED lines for ceiling C-MTL-P panel modulations and ADDED ceiling access panels as coordinated with Mechanical and Electrical consultants.

Drawing A161- CEILING SECTION DETAILS – LEVELS 1, 2 AND 3

.1 14/A161

a) ADDED wood ceiling typical details, refer to ASK-65.

Drawing A314 – WALL SECTIONS – SOUTH

.1 1/A314

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Bessarion Community Centre Addendum ADD-A4 MacLennan Jaunkalns Miller Architects Page 2 Project No. 1318 November 10, 2017 Architectural Drawings ADD-A4

a) REPLACED 102mm horizontal closure mullion with 168mm horizontal SSG one.

Refer to ASK-72.

b) REPLACED insulated back-pan with painted and perforated alum closure plate.refer to ASK-72.

.2 3/A314

a) REPLACED 102mm horizontal closure mullion with 168mm horizontal SSG one. Refer to ASK-73.

b) REPLACED insulated back-pan with painted and perforated alum closure plate. Refer to ASK-73.

Drawing A410 – POOL SECTION DETAILS

.1 2/A410

a) ADDED contrasting color trim band to detail; refer to ASK-66.

Drawing A503 – INTERIOR ELEVATIONS- AQUATIC HALL

.1 4/A503

a) ADDED contrasting color trim band to elevation, refer to ASK-67.

Drawing A552 – INTERIOR DETAILS

.1 22/A552 & 23/A552

a) ADDED typical details of screen headers support, refer to ASK-69.

Drawing A903 – RECEPTION DESKS CONT’D AQUATICS MILLWORK

.1 8/A903

a) REVISED detail 8/A903, refer to ASK-71.

Drawing A905 – CHILDCARE MILLWORK CONT’D

.1 15/A905

a) REVISED note and ADDED detail tag, refer to ASK-70.

b) ADDED detail 16/A905 showing interface of TKS to Tile, refer to ASK-70.

Drawing A720 – INTERIOR SCREEN SCHEDULE – LEVEL 1

.1 INTERIOR SCREENS RM-G101

a) REVISED screen ScG101.1, refer to ASK-64.

END OF ARCHITECTURAL DRAWING REVISIONS + CLARIFICATIONS.

19 of 34

LEVEL 1

+0

LEVEL 3

+8825

LEVEL 4

+12750

LEVEL 2

+4250

ScG101.1 ICW2

GL11 GL11 GL11 GL11 GL11 GL11 GL11 GL11 GL11 GL11A

GL13 GL13 GL13 GL13 GL13 GL13 GL13 GL13 GL13 GL13 GL13 GL13

GL13GL13GL13GL13GL13GL13GL13GL13GL13GL13GL13GL13

3275

GL13

GL13

GL11

GL10A

GL13

GL13

GL11A

GL11A

VOID

??

FR20C FR20C

FR20C

A123A

67

267

GL13

3682

3032

67

RATED WALL INFILL, SEE DETAILS

GL11A

FR20C

1425

61

0 2191 1364 1400

1300

ADD-A2 ADD-A2

GL11AGL11A GL11

GL10A GL10A

FR20C FR20C FR20C

GL11 GL11GL11GL11GL11GL11GL11GL11GL11GL11

GL11GL11GL11GL11GL11GL11GL11GL11GL11GL11 GL10A

FR20CFR20CFR20C

LEVEL 1

+0

3000

DRAWING TITLE

PROJECT TITLEREVISIONS AND ISSUES Contractor must check and verify all dimensions on the job, and report any

discrepancies to the Architect before proceeding with the work.


INT. SCREEN SCHEDULE

BESSARION COMMUNITY CENTRE

100 WOODSY PARK LANE, TORONTO

Revision

Number DESCRIPTION DATE

A ISSUED FOR 100% DD 9 OCT 2015

B ISSUED FOR 50% CD COSTING 1 APRIL 2016

ADD-A4

Scale:

Drawn By:

Project No: Drawing No:

NORTH ARROW SEAL

11/7

/2017 2

:16:3

7 P

M

As indicated

1318

M.M.ASK-64


ScG101.1 - SSG SEAMS ADDED

REF: A720 / INT. SCREEN SCHEDULE LEVEL 1

ISSUED DESCRIPTION DATE

ADD-A4 ISSUED FOR ADDENDUM ADD-A4 10 NOV

2017

20 of 34

SUSPENDED WOOD

CEILINGLEVEL 1

C-WD-1

6950

TYP. LIGHT FIXTURE.

285

SOFFIT

+6950

CONCRETE BEAM; AS PER STRUCT.

CEILING SPACE

10

RABBET JOINT

WITH REVEAL

PROVIDE 10 mm WOOD

FINISH OVERLAP

TO CONCEAL PANEL

FABRIC JOINTS- TYP.

1 : 20 A152

TYP. ACOUSTIC ISOLATION CEILING AT LIBRARY11

DETAIL SECTION - AQUATICS HIGH CEILING & REC CORRIDOR @ CONCRETE BEAMS

ADD-A1

1 : 5

TYPICAL WOOD CEILING DETAILS14

A

B

ADD-A4

Scale:

Drawn By:


11/7

/2017 4

:22:4

8 P

M

As indicated


1318

M.M.ASK-65

14/A161- TYPICAL WOOD CEILING DETAILS

REF: A161 / CEILING SECTION DETAILS -LEVELS 1, 2 AND 3


ADD-A4 ISSUED FOR ADDENDUM ADD-A4 10 NOV 2017

21 of 34

LEVEL 1

+0

17

55 300

150190

SUPPLY

AIR DUCT

POOL HALL

A123

300

75

35

Sim6

A411FL1A

CONTRASTING COLOR

TRIM BAND; AS SPECIFIED

200

LEVEL 1

+0

ADD-A4

Scale:

Drawn By:


11/7

/2017 4

:05:3

6 P

M

As indicated


1318

M.M.ASK-66

2/A410- CONTRASTING COLOR BAND ADDED

REF: A410 / POOL SECTION DETAILS



22 of 34

FE GFxD Ex

SEALED CONCRETE COLUMN

TL12 TILE LONG

DIMENSION

ORIENTATION

PACE CLOCK LOCATION

POOL EQUIPMENT

ESc105

1525 1200 1475 940

RWS-1 SHADES

STAGGERED AN OVERLAPPED AS

PER SECTION DETAIL

RWS-1.09 RWS-1.08

RWS-1.10RWS-1.11

1042

2895

WALL MOUNTED PULLEY FOR ROPE STORING

WALL REINFORCING AT PULLEY LOCATION

ADD-A2

200

CONTRASTING COLOR TRIM

BAND; AS SPECIFIED

13 14 15

ScG202.1

TL31 POOK DECK TILE TO T/O BASE. TYP. SUPPORT LOCATIONSADD-A2

1 : 50 A111B

LEVEL 1 & 2 - AQUATIC HALL NORTH ELEVATION4

1 : 50 A111B

LEVEL 1 & 2 AQUATICS HALL - SOUTH ELEVATION6

Scale:

Drawn By:


NORTH ARROW SEAL

11/7

/2017 4

:17:4

4 P

M

1 : 50

1318

M.M.ASK-67


4/A503_ CONTRASTING COLOR TRIM BAND ADDED

REF: A503 / INTERIOR ELEVATIONS - AQUATICS HALL



2017

23 of 34

12 13 14

6

A300 15

1

A311

LEVEL 1

C-STUCCO

5625

4500 4500 4500 4500 4500 4500 4500 4500

MOUNT ROLLING WINDOW SHADESRECESSED IN CEILING (TYP.) REFER TODETAILS

/12 A160

11x

8

A001

/11 A160

C-STUCCO ONVERT BULKHEAD

118

RWS-1

CONTROL JOINTS IN STUCCO(TYP). COORDINATE W/LOCATION OF LIGHTS

ESc104 ESc104

6995mm AFF RECESS FORCURTAIN TRACK

RWS-1 RWS-1

RWS-1.04 RWS-1.05 RWS-1.06RWS-1.03

RWS-CL

RWS GAP CLOSURE ANGLE

-50X50MM CLEAR ANNODIZED ALUM

-TYP AT BLINDS EDGES AT COLUMNS

PROVIDE ALUMREVEAL TRIMAT CONCRETCOLUMNSTYPICAL

2440

604

PROVIDE ACCESS PANELS FOR ROLLING WINDOWSHADES (RWS-1), ON C-STUCCO CEILING IN AQUATIC HALL,AS REQUIRED BY WINDOW SHADES SPECIFICATIONAND INSTALLATION GUIDE.

REVISIONS AND ISSUES

Revision

ADD-A4

Scale:

Drawn By:


SEAL

11/8

/2017 9

:50:0

7 A

M

As indicated

1318

M.M.ASK-68


PARTIAL AQUATIC HALL CEILING PLAN- GENERAL

NOTE ADDED FOR RWS-1

REF: A152 / REFLECTED CEILING PLAN - LEVEL 2


ADD-A4 ISSUED FOR ADDENDUM

ADD-A4

10 NOV 2017

24 of 34

LEVEL 4

+12750

Cx

SIDE-MOUNTED

MANUAL OVERHEAD

COILING GRILLE.

NO HOOD REQUIRED.

FC3

6mm PRE-FINISHED AND

PTD METAL TRIM ON

50mm INS-22 ON AVB MEMB.

STL SHELF ANGLE;

SEE STRUCT.

U/S OF PLATE= +2400

U/S OF HSS/ DOOR DRUM= +2460

AND HSS LINTEL,

SEE STRUCT.

STL VERTICAL BRACKET

ENGINEERED BY STRUCT. &

FASTENED TO HSS LINTEL,

REFER TO STRUCT. FOR

SPACING AND SIZE.

JAMBS:

PTD METAL FIN

GALV. STEEL U-GIRT

LAP AVB MEMB. U/S

OF STEEL HSS

CEILING AS PER

REFLECTED CEILING

PLANS

1010

CEILING AS PER

REFLECTED CEILING

PLANS

ACOUSTIC PARTITION PG3A UNLESS NOTED OTHERWISE,

c/w STEEL STUD FRAMING WITH TOP DEFLECTION

TRACK AND SUPPORTED ON GALV.STEEL ANGLE GIRT;

REFER TO STRUCTURAL DETAILS FOR STEEL ANGLE GIRT

GALV. STEEL HANGER AND

BRACING AS PER TO STRUCT.

SUPPORTED U/S OF SLAB OR U/S OF

STEEL STRUCT.

CEILING SPACE

CEILING SPACE

AS

PE

R S

TR

UC

T.

DE

FLE

CT

ION

GA

P

GALV. STEEL ANGLE

GIRT; SUPPORTED

WITH GALV. STEEL

HANGER AND

BRACING AS PER

STRUCT.

GALV. STEEL HANGER

AND BRACING SUPPORTED

U/S OF SLAB OR TO STEEL

STRUCT.; SEE STRUCT. DETAILS

ACOUSTIC PARTITION PG3A ABOVE

SCREEN UNLESS OTHERWISE

NOTED; c/w TOP DEFLECTION

TRACK

WOOD BLOCKING AS REQ.

1010

CEILING AS PER

REFLECTED CEILING

PLANS

CEILING AS PER

REFLECTED CEILING

PLANS

CEILING SPACE

1 : 10

SECTION DETAIL- OVERHEAD DOOR @ TPA SCRUBBER21 1 : 10

TYPICAL DETAIL_ ALUM. SCREEN HEADER SUPPORT22 1 : 10

TYPICAL DET_HEADER SUPPORT AT BUTT JOINT GLAZING SYSTEM23

ADD-A4

ADD-A4

Scale:

Drawn By:


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11/8

/2017 1

:24:0

2 P

M

As indicated

1318

M.M.ASK-69


DETAILS 22 AND 23/A552_ TYP. SCREEN HEADER SUPPORTS

REF: A552 / INTERIOR DETAILS



2017

25 of 34

Scale:

Drawn By:


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11/8

/2017 5

:33:1

1 P

M

1318

M.M.ASK-70


DETAIL 15 AND 16/A905

REF: A905 / CHILDCARE MILLWORK CONT'D



2017

26 of 34

Scale:

Drawn By:


SEAL

11/8

/2017 4

:37:0

7 P

M

1318

M.M.ASK-71


DETAIL 8/A903_ REVISION

REF: A903 / RECEPTION DESKS CONT'D, AQUATICS MILLWORK

ADD-A4


MJMA ISSUED FOR 50% CD COSTING 1 APRIL 2016

ADD-A4 ISSUED FOR ADDENDUM

ADD-A4

10 NOV 2017

27 of 34

LEVEL 2

+4250

GALV. METAL

GUARD RAIL

SIM13

A202

LEVEL 2

S - ZCM

2700

LEVEL 2

C-GWB

2700

KITCHEN

C215

CW3A

85SLAB EDGE

990

150

800

SLAB EDGE

100

300

300

PTD GALV. STEEL PICKET

GUARD RAIL

PRECAST CONC.

BASE

CIP CONC. CURB;

SEE STRUCT.

HOLLOW METAL

DOOR AND

FRAME; SEE

DOOR SCHEDULE

SEE STRUCT.

600

CIP CONC. CURB;

SEE STRUCT.

T.O. STRUCT. CONC. SLAB

CONT. STEEL ANGLE; AS

PER STRUCT.

C/L

PIPE

1170

75

STEEL HANGER

AND BRACING;

AS PER STRUCT.

CWL INSERT

DEFLECTION

ANCHOR; BY DIV. 08

WINDOW SPRINKLER HEAD

200

200

400

R5A

RECEIVING

G110

2410

690

FACE OF MULLION TO GRIDLINE

822

100

SLEEVE

BEHIND

S/R PIPES; AS

PER MECH.

KITCHEN COUNTER;

SEE MILLWORK DWGS.

LINEAR BAR GRILLE;

AS PER MECH.

FINNED TUBE

RADIATOR

168mm HORIZ. ALUM.

SSG MULLION;

BY DIV. 08

100

250

FG3

PTD, PERFORATED ALUM.

CLOSURE; BY DIV. 08

ADD-A4

Scale:

Drawn By:


11/9

/2017 1

0:1

8:0

1 A

M

1 : 25


1318

M.M.ASK-72

WALL SECTION 1/A314 - SSG HORIZ

MULLION ADDED

REF: A314 / WALL SECTIONS - SOUTH



28 of 34

LEVEL 3

SOFFIT

+6950

LEVEL 2

+4250

W6

W3D

2700

KITCHEN

C215

125

LEVEL 2

C-GWB

2700

T.O. STRUCTURAL CONC. SLAB

218

218

SLAB EDGE

985150

100

STEEL STAIR WITH

CONCRETE FILLED

METAL PAN

CW3A

SW

CAST IN-PLACE

CONC. CURB

FACE OF MULLION TO GL

820

60

U/S OF CONC. WALL

U/S OF STEEL ANGLE

CONT. STEEL ANGLE;

CAST IN CONC. WALL;

SEE STRUCT.

275PTD GALV. PICKET

GUARD & FACIA

PTD STEEL HAND RAIL;

REFER TO STAIR'S TYP.

DETAILS

630 827

STEEL STRINGER;

BY STEEL STAIR

FABRICATOR

STEEL MID-STRINGER;

BY STEEL STAIR

FABRICATOR

PB3X

500 SEE STRUCT.

INDICATES F1

BEHIND

INDICATES KITCHEN

COUNTER BEHIND

LINEAR BAR

GRILLE;

AS PER MECH.

168mm HORIZ.

ALUM. CWL

SSG MULLION;

BY DIV. 08

PERFORATED

AND PTD ALUM

CLOSURE ,

DY DIV. 08

FINNED TUBE

RADIATOR; SEE MECH.

S/R PIPES;

SEE MECH.

C/L

PIPE

75

1350

WINDOW SPRINKLER

HEAD

250

480

DASHED LINES INDICATE

ANTENNA FASTENED TO

U/S OF STAIR; SEE ELECT.

900

ADD-A4

Scale:

Drawn By:


11/9

/2017 1

0:3

4:1

5 A

M

1 : 25


1318

M.M.ASK-73

WALL SECTION 1/A314 - SSG HORIZ

MULLION ADDED

REF: A314 / WALL SECTIONS - SOUTH

ADD-A4



29 of 34

PB3 PB4PB2

CONCRETE, CMU AND ACMU MASONRY UNIT PARTITIONS

PB5

NOTE:PPBx ABBREVIATION 'P' INDICATES WALL TYPE IS PARTIAL HEIGHT - SEEELEVATIONS AND PLANS FOR EXTENTSPBxX - ABBREVIATION 'X' INDICATES FIRE RATED BLOCK - 2 HOURSPBxA- ABBREVIATION 'A' INDICATES 90MM TALL CMU ASHLAR UNIT, STACK BOND

PPB7 - PARTIAL HEIGHT 3200MMHIGH ACOUSTICAL WALL

352

16 16 152 16 16

800

AF

F

90 10 152 10 90

16 152 16

PG2AULC W4531 HR FRRSTC 49

184 216

16 152 16

184

PG2

STC 40

90mm ARCHITECTURAL CONCRETE MASONRY UNITS (ACMU)10mm GLASS-FIBRE INSULATION BOARD (INS-62(A)) ON FACE OF STEELCOLUMNS ISOLATE STEEL FROM ACMU - NOTCH INSULATION152mm STEEL COLUMNS, SEE STRUCT DWGSC/W 50mm MINERAL-BIBRE SOUND ACOUSTIC FIREBATTS (INS-60)ADHEREED TO ONE SIDE OF ACMU10mm GLASS-FIBRE INSULATION BOARD (INS-62(A)) ON FACE OF STEELCOLUMN ISOLATE STEEL FROM ACMU- NOTCH INSULATION90mm ARCHITECTURAL CONCRETE MASONRY UNITS (ACMU)- PROVIDE EXTERIOR MASONRY TIES BETWEEN WYTHES

PPB7STC 62

PB9

90

90mm ARCHITECTURALCONCRETE MASONRYUNITS (ACMU)

PB9

CONCRETE MASONRY UNIT PARTITIONS

.1 TABLE 5.7: MINIMUM EQUIVALENT THICKNESS OF CONCRETE MASONRY LOADBEARING TABLE D-2.1.1, NBCC-10), AND.2 TABLE 5.8: CALCULATED FIRE-RESISTANCE RATINGS FORSINGLE WYTHE MASONRY WALLS CONSTRUCTED OF STANDARDCONCRETE BLOCK MASONRY UNITS OF TYPICAL SOLID CONTENTS (BASED ON TABLE D-2.1.1.NBCC-10)

2. STC RATINGS RATIGNS: REFER TO CANADIAN CONCRTE MASONRY PRODUCERS ASSOCIATION METRIC TECHNICAL MANUAL, 2013:.1 TABLE 7.1: SOUND TRANSMISSION RATINGS FOR CONCRETE BLOCK WALLS.

240mm CMUSTC 51

190mm CMUSTC 50

140mm CMUSTC 46

90mm CMUSTC 43

SIZE CODE WEIGHT

HOLLOW (H)

NORMAL (A) LIGHT (C) NORMAL (A)

FRR STC FRR STC FRR

10 0.8 43 1.1 40 1.1

15 1.1 46 1.5 43

20 1.8 50 2.5 46 3.2

25 2.4 51 3.5 49 4+

30 3.2 53 4+ 50 4+

ADD-A4

Scale:

Drawn By:


11/9

/2017 1

2:3

7:5

2 P

M

1 : 10


1318

ASK-74

ADD-A4_ PB9 ARCHITECTURAL MASONARYUNIT (ACMU)

REF: A011 / INTERIOR PARTITIONS,SLAB ON GRADE, SOFFIT & CLG TYPES SCHEDULES



30 of 34

2 3 4

2

A300

2x

3

A300

4

A314

Level P1

C-ACT

3300

Level P1

C-GWB

3300

TPA CONTROL

P104

Level P1

C-ACT

3550

ACTUAL CEILING HEIGHT 2350 AFF.

TPA WC

P105

REFERENCED FROM LEVEL P1.

FLOOR +950MM

CEILING HEIGHT 2800 AFF.

4700

610

REFERENCED FROM LEVEL P1.

FLOOR +950MM

CEILING HEIGHT 2800 AFF.

Level P1

C-GWB

3300

ADD-A4

Scale:

Drawn By:


SEAL

11/9

/2017 1

2:3

4:5

7 P

M

As indicated


1318

M.M.ASK-75

CEILING OF TPA CONTROL RM P104

REF: A150P1 / REFLECTED CEILING PLAN- LEVEL P1



31 of 34

2 3 4

SLOPE DOWN 1800MM

196 CAR SPACES TOTAL

1050 mm

5%

P1 - 37 PARKING SPACES

3%

3

A300

MIN inside turning radius 6600mm(7000mm provided)MIN outside turning radius 9600mm(10500mm provided)

LIN

E O

F B

EA

M A

BO

VE

SLOPE DOWN 1050mm

P1-19 P1-17

+150mm CURB

P1-20

INCLUDING 10 BARRIER FREE PARKING SPACES - 7 TYPE A, 3 TYPE B(AODA 1+ 3%of 196 = 1+ 6 = 7)VERTICAL CLEARANCE OF 2.2M MINIMUM

EX

IT G

AT

E

300

3500

1200

3550

300

ENTRYREADERS

1050 mm

25 m²

TPA CONTROL

P104

1200X2400MMMOUNTING PANEL

P1-2COMMS

4

A402

HB

4

A319

4

A319

4500 9000 9000 9000

4500

2

A100P1

600

600

2nd

GA

TE

EN

TR

Y G

AT

E

P1-1

2nd

EX

IT G

AT

E

EYEWASHSHELVES

R 7000

7000

900

300

154.90 (0.00)

1200

500

7100

P1-21P1-22P1-23

1050 mm

2515

307

8535 LIBRARY AHU 158

900 mm

R 10500

R 7

000

LIN

E O

F P

AR

KIN

G E

NT

RY

RA

MP

AB

OV

E

1200 mm

W6

2285190

6525 1500

610 3960 600

W6

700 mm

FL5A

CUSTOMER SERVICE STALLS

900 mm

FL5

454

2591

455

FE

P10

4B

TPA WC

P105

P105

CONC. CRASH WALLS/GUARD 1200MM A.F.F.

CONC. CRASH WALLS 800MM A.F.F.

200

3060 190

63 m²

TPL MECHANICAL

P106

P10

4C

ScP104.3

CB

P1-18 P1-16

SE

RV

ICE

CO

UN

TE

R

DESK COUNTER

4320

6000

5600

CIT

Y O

F T

OR

ON

TO

PA

RK

ING

SP

AC

E

9 m²

TPA CUSTODIAL

P107

P10

6

P107

ScP104.1

RE

INF

OR

CE

D C

ON

C C

RA

SH

WA

LL

600

600

1750

3060

900 mm

LIBRARY AHU - SEEMECH DWGS

1500

900 mm1390 mm

FL1

FL1

W10

W10

W10

PB3X

FL5A

-1650 mm

9000 TYPICAL PARKING BAY

300

MIN. 300CITY OF TORONTO

PARKING SPACE2600

CITY OF TORONTO

PARKING SPACE2600

PARKING SPACE

3A700

P104

1337 1336 1311

ScP104.2

800

P104A1910

F.D. F.D.

F.D.

BOLLARD

BOLLARD BOLLARD BOLLARD

BOLLARD

FL5

PB3X

BELOW &ABOVE

W10AABOVE

ADD-A4

ADD-A4

Scale:

Drawn By:


SEAL

11/9

/2017 1

2:3

3:1

8 P

M

As indicated


1318

M.M.ASK-76

TPA CONTROL RM P104_ WALL TAGSADDED

REF: A100P1 / FLOOR PLAN - PARKING LEVEL P1



32 of 34

SPSP

SPSP

SP

SP

SP

SP

SP

SP

SP

SP

SPSP

SPSP

SP

SP

SP

SP

SP

SP

SP

SP

1

1

2

2

3

3

4

4

5

5

C C

7

7

10

10

12

12

13

13

14

14

FF

E E

2

A301

2

A301

GG

8

8

8

A300

8

A300

Bx Bx

2

A300

2

A3006

A300

6

A300

2x

2x

11

11

15

15

17

17

16

16

9

9 1

A311

3

A300

3

A300

18

18

19

19

5

A300

5

A300

TTC

TTC

20

20

2

A311

2

A302

1

A301

1

A301

WEIGHT ROOM MECH

R319

GYM STORAGE

R320

FEMALE WASHROOM

R339

CUSTODIAL

R308

RECEPTION

R302

FEMALE CHANGEROOM W/C

R310A

MALE CHANGEROOM W/C

R309A

UNIVERSAL CHANGE

R312

UNIVERSAL W/C

R313

MULTI-ACTIVITY ROOM

R317

DANCE STUDIO

R330

FITNESS STUDIO

R329

GAMES/LOUNGE

R300F

WEIGHT ROOM

R321

MALE WASHROOM

R337

ARTS&CRAFTS

R334

MULTI-PURPOSE/MEETING

R326

MULTI-PURPOSE/ART

R323

CLASSROOM

R335

STORAGE

R325

UNIVERSAL SHOWER

R314

UNIVERSAL SHOWER

R315

GYMNASIUM

R318

LEVEL 3

C-ACT

2500LEVEL 3

C-ACT

2500

LEVEL 3

C-ACT

2600

LEVEL 3

C-PFC

3000

4

A310

3

A311

2

A312

1

A313

1

A3121

A314

1

A315

3

A314

1

A310

2

A3153

A315

1

A316

FxFx

6

6

EXIT STAIR E

STR E

By By

D D

Cx Cx

NIC

HE

STORAGE

R333

EXIT STAIR L

STR L

FG3

ELECT

R301A

LEVEL 3

C-TL

2600LEVEL 3

C-TL

2600LEVEL 3

C-TL

2600

/7 A160

/7 A160

NIC

HE

PARTIAL HEIGHTWALLS (2400mm)SHOWN DASHED

/8 A160

NIC

HE

NIC

HE

NIC

HE

EXP

--EXP

--

EXP

--

EXP

--

1

A302

1

A302

LEVEL 3

C-MTL-P

4100

LEVEL 3

C-MTL-P

4100

PARTIAL HEIGHTWALL BELOW(3200mm)

LEVEL 3

C-MTL-P

4100

LEVEL 3

C-ACT

2600

NIC

HE

NIC

HE

NIC

HE

NIC

HE

EXP

--

/7 A160 /7 A160

LEVEL 3

C-TL

2650

LEVEL 3

C-ACT

2650

NIC

HE

LEVEL 3

C-MTL-P

4100

EXP

--

HH

11

A162

LEVEL 3

C-GWB

5000

2800 3600 3600 3600 3600

3000 3000 3000 3000 3000

3456 3000 3000 3000 3000

NIC

HE

LEVEL 3

C-GWB

5000

SUPPLY AIRGRILLES ALONGWALL IN RAISEDCEILING AREA

SUPPLY AIR GRILLESALONG WALL IN RAISEDCEILING AREA(REFER TO MECH.)

2440

2440

2440

3660

2440

2440

2850 3600 3700 3600 3600

3251

3251

3251

3251

1830

24402440

1830 2440

3761 3500

PARTIAL HEIGHTWALL BELOW(3200mm)

PARTIAL HEIGHT WALLBELOW (3200mm)

/5 A162TYP.

/5

A162

TYP.

LEVEL 3

C-PFC

3000

PARTIAL HEIGHT WALLBELOW (2100mm)

1830

RWS-3

RWS-3

FULL HEIGHTBLACK-OUT SHADES

RWS3a RWS3a RWS3a RWS3a

/1D A160

CONTINOUSROLLING WINDOWSHADES. , FULLHEIGHT OF GLAZING.

13

A162

9

A162

LEVEL 3

C-ACT

2600

15x

15x

2

A313

3

A313

4

A314

2

A310

11x

11x

CLASSROOM STORAGE

R335A

CLASSROOM WC

R336

NICHE

RECESSED WALL-MOUNTED LIGHT

4

A315

3

A320

3

A316

4

A320

4

A320

5

A320

5

A320

11

A320

11

A320

10

A320

2

A320

3

A551FULL HEIGHTBLACK-OUTSHADES

LEVEL 3

C-ACT

2650

METAL PANELCLOSURE AROUNDBLOCK WALLS (TYP) LEVEL 3

C-GWB

5000

1490

METAL PANELCLOSURE AROUNDBLOCK WALLS (TYP)

2

A361

LEVEL 3

C-PFC

3000

1830 1830 1830

1830 1830 1830 1830

1800 1800 1800 1800

1x

1x

WALL-MOUNTEDLIGHT

SUPPLY AIR GRILLES ALONGWALL IN RAISED CEILING AREA(REFER TO MECH.)

LEVEL 3

C-GWB

3050

LEVEL 3

C-MTL-P

4100

LEVEL 3

C-MTL-P

4100

RWS-2

BLACK-OUTSHADES ATCLERESTORY

FULL HEIGHTBLACK-OUT SHADES

RWS-2

RWS-2

RWS-2 RWS-2

/7

A162

/12

A162

FG3

FG3

GWB BULKHEADABOVE LOCKERS

BULKHEAD ABOVELOCKERS

FG3

FG3

LEVEL 3

C-ACT

2600

LEVEL 3

C-ACT

2600

RECESSEDWALL-MOUNTEDLIGHT

NIC

HE

WC

R338

LEVEL 3

C-GWB

5000

MEETING ROOM

R301

COMMS

R301B

2A

162

/

RWS3a RWS3a RWS3a RWS3a

3

A301

3

A301

6

A162

/6 A162

TYP.

/6

A162

TYP.

BLACK-OUT SHADESAT CLERESTORY

RWS-2

RWS-2

BLACK-OUT SHADESAT CLERESTORY

/1

A162

SIM. SIM.

NIC

HE

1930 1830 1830 1830CUSTODIAL

R331

ELECTRICAL

R332

EXIT STAIR D

STR D

GYM STORAGE

R316

EXP

--

/1A A160

/1A A160

/1A A160

/1A A160

/1A A160

/1A A160

/1A A160

/1A A160

/1D A160

RWS-3

/2F

A160

/2F

A160

LEVEL 3

C-ACT

2600

RETURN AIRGRILLES

/1A A160

LEVEL 3

C-ACT

2600

MEETING

R304

CHANGE

R307

RETURN AIRGRILLES

RETURN AIRGRILLES

RETURN AIR GRILLES

RETURN AIRGRILLE

LEVEL 3

C-GWB-S

1750

EXP

--

LEVEL 3

C-ACT

2650

EXP

--

EXP

--

LEVEL 3

C-ACT

2600

LEVEL 3

C-GWB

5000

STAFF ROOM

R306

WOOD VENEER SOFFITTO MATCH BALUSTRADE

LIGHTS UNDER STAIRS

NIC

HE

1220

LEVEL 3

C-PFC

2900

7

A317

8

A317

1220

1220

1075

1400

1400

1400

1400

1400

1400

1400

1400

1400

1400

1400

1400

1400

1400

1089

9

750

55

Ex Ex

5

A317

2

A316


LEVEL 3

C-PFC

2900

LEVEL 3

C-PFC

2900

LEVEL 3

C-ACT

2600

FULL HEIGHT BLACK-OUT SHADES

RWS-2

LEVEL 3

C-GWB

3050

LEVEL 3

C-ACT

2600

2908 1830 1602

RWS3a

OPERATOR FOR OVERHEAD DOOR.COORDINATE W/ CEILING SUPPORTS,STRUCTURE, SPRINKLERS & ELECTRICAL

LEVEL 3

C-GWB

2600

LEVEL 3

C-GWB

2600

LEVEL 3

C-ACT

2600

400

410

810 13

512

20

400

820

LEVEL 3

C-GWB

3050LEVEL 3

C-GWB

3050LEVEL 3

C-GWB

3050

LEVEL 3

C-GWB

3050

SUPPLY AIR GRILLESALONG WALL IN RAISEDCEILING AREA

/12

A162

SIM.


135

400

RWS3a

LEVEL 3

C-ACT

2600

BULKHEADABOVE LOCKERS

LEVEL 3

C-MTL-P

4100

L3 CORRIDOR

R300

RWS-3 RWS-3 RWS-3RWS-3

/2I A160

ALL ELEMENTS IN CEILINGSPACE ABOVE C-PFC-1 TO BEPAINTED BLACK - TYPICAL

1030 300mm HIGH GWB

BULKHEAD

1834 1834

LEVEL 3

C-ACT

2900

LEVEL 3

C-ACT

2600

LEVEL 3

C-GWB-S

2900

LINE OFATRIUMDUCTWORK@ CLG

400

1055

90 122090

765

1190

1005

6100

1154

ALIGN LIGHT FIXTURES ROOM TO ROOM - CLG IS VISIBLE ACROSS CLRERESTORY

1380

6

663 730

615 875

/2J

A160

ATHLETICS CORRIDOR

R300A18A

552

/

LEVEL 3

C-GWB-S

2950

FG3

1800

611

1800

1800

1800

1800

1800

1800

1800

1800

1800

180018001800

871

504

ScR326.5

ScR323.2

ScR325.2

ScR325.1

ScR326.4

ScR329.6

ScR326.3

ScR330.2

ScR330.3

SIM.

/2

A162

SIM.

/2

A162

SIM.

LEVEL 3

C-TL

2600

BULKHEADABOVELOCKERS

FG3 FG3

300300

LEVEL 3

C-PFC

2900

CEILING TO WALLEXPANSION JOINT COVER

2089

1248

1496

2224

1089

361

512 561

94

410

940

479 837

285

744

477

531569

250

274 226

250

329 471

1695

1105

374

992

1873

1873

1873

1896

190

375

844 356

375

871 900 879 755 371

375

2041

1939

1896

1915

1915

753

375

694 1200 1134 672

1110

223

600

1525

430

2069

600

1502

453

1443

R 2085

1656896

1881 1184

R 2086

947

1457

390

332

1621

779

1945

1220

1220

1832

608

100

A A A A A A A

A A A A A A AAAAAAA

B B B B B B B B B B B

B B B B B BBBBBBB B

DD D D D D D

DDDDDDDD

394 856

C

2369

446

R 2084

1038

R 2090

417

1220

404

404

1220

417

404

1220

417

421

1200

421

66 100 1034676 100 424566 100 534

390 120 390

390 120 390

7412

0042

1 664 120 351

290

1200

723

1938

2214

664 120 351

664 120 351

E

E

E

E

1200

421

1200

421

EQ

EQ CENTER

SPRINKLERSON PANELTYP.

1624

1624

1624

1548

CENTERSPRINKLERSON PANELTYP.

EQ

EQ

400 400

650

598

1025

1199

676100424

599

1220

157

421767

400 100 400

548

1220

208

194

668

192

357

332

357

109

429

205

205

356

1021

205

495

469

818

116

PROJECTION SCREEN

631

631

1671

4 G

YM

DIV

IDE

R C

UR

TA

IN

4285 3215

1259

1259

547

636

1653 23260 587

FG3

LEVEL 3

C-PFC

3000

6mm ALUM. PLT

OPEN OFFICE

R302B

1753

1624

1753

ADD-A2

ADD-A2

2065

2065

1530

5015

3050

1518

3315

3036

1530

5015

2341

1522

13

TL-APTL-AP

GWB ACCESS PANEL

GWB ACCESS PANELGWB ACCESS PANEL

MTL-APMTL-APMTL-AP

MTL-AP MTL-AP MTL-AP

MTL-APMTL-AP

MTL-AP MTL-AP

MTL-AP

MTL-APMTL-AP MTL-APMTL-AP MTL-AP

MTL-AP

MTL-AP

MTL-APSP

SP

SPSP

REFLECTED CEILING PLAN LEGEND

EXPOSED SPRINKLER

CONCEALED SPRINKLER

SEMI-CONCEALED SPRINKLER

AV CEILING MOUNTED SPEAKER

SQUARE DIFFUSER

LINEAR DIFFUSER

LINEAR LIGHTS

POT LIGHTS

SP

EP EMERGENCY PHONE

GENERAL RCP NOTES:1. ALL HEIGHTS ARE REFERENCES FROM FINISHED FLOOR OF EACH LEVEL,UNLESS OTHERWISE INDICATED.2. DEVICES AND SPRINKLERS TO BE CENTERED IN CEILING TILE UNO

RWS ROLLING WINDOW SHADE

RWS-1 0% OPENNESS, AQUATICS AREAS

RWS-2 INTERIOR WINDOW SHADE

RWS-3 EXTERIOR WINDOW SHADE

RWS-3a EXTERIOR WINDOW SHADE (MANUAL)

WINDOW SPRINKLER

RETURN AIR GRILLES

ACCESS PANEL

CONVEX MIRROR

EMERGENCY EXIT SIGNSDIRECTIONAL ARROWS INDICATED AS REQUIRED

BLANK OFF PANEL

TYPE-E EXHAUST GRILLE

ARTS&CRAFTS

R334

CLASSROOM

R335

GAMES/LOUNGE

R300F

MEETING ROOM

R301

STAFF ROOM

R306

OPEN OFFICE

R302B

COPY AREA

R305

SUPERVISOR'S OFFICE

R303MEETING

R304

CHANGE

R307CLASSROOM STORAGE

R335A

CLASSROOM WC

R336

MALE WASHROOM

R337

FEMALE WASHROOM

R339

MULTI-PURPOSE/MEETING

R326

MULTI-PURPOSE/ART

R323

DANCE STUDIO

R330

FITNESS STUDIO

R329

PUBLIC CORRIDOR

R300G

REC CORRIDOR/SEATING

R300D

L3 CORRIDOR

R300ATHLETICS CORRIDOR

R300A

GYM STORAGE

R320

WEIGHT ROOM MECH

R319

GYMNASIUM

R318

MULTI-ACTIVITY ROOM

R317

FEMALE CHANGEROOM LOCKERS

R310MALE CHANGEROOM W/C

R309A

UNIVERSAL W/C

R313

UNIVERSAL CHANGE

R312

INDICATES LOCATIONS WHERE 50MM GAP IS REQUIREDBETWEEN CEILING AND WALL FOR RETURN AIR

*REFER TO A160, A161 & A162 FOR TYPICAL DETAILS FORALL CEILING TYPES

RETURN AIR DIAGRAM LEGEND

2041

1200

2041

1200

900

2041

EQ EQ

EQ

EQ

600

600

60 60

CUT-OUT FOR LIGHTFIXTURE

400 400 400

600

842

600

PROVIDE SOLID PFCSURFACE AT SPRINKLER,FIRE ALARM, EXIT SIGN, &SECURITY CAMERALOCATIONS AS SHOWN

8618

7086 30

40 320 80 320 80 320 40

PANEL A PANEL B

8

R 4

DIMENSIONS OF PANELS ARE AS INDICATED.PANELS WITHOUT LETTERS ARE

CUSTOM DIMENSIONS, REFER TO RCP.

PANEL D

2041

1140

1870

86

PANEL C

40 300 80 300 80 300 40

86

830

R 4

935

1626

EQ

EQ

600

600

60 60

CUT-OUT FOR LIGHTFIXTURE

PANEL E

525 410

SOLID PFC

SOLID PFC

SCALE

DATE

PROJECT NUMBER

DRAWING NUMBER

DRAWING TITLE

PROJECT TITLEREVISIONS AND ISSUES

PARKS, FORESTRY & RECREATION DIVISIONMetro Hall, 24th Floor

55 John Street, Toronto, Ontario, M5V 3C6

t: 416.392.0989

f: 416.392.3355

CITY OF TORONTO

NORTH ARROW SEAL

KEYPLAN

Contractor must check and verify all dimensions on the job, and report any



100 Commerce Valley Drive WestThornhill, Ontario, M9W 1K4

TEL [905.882.7316]

CIVIL ENGINEERS

WSP (MMM Group Limited)

134 Peter Street Suite 1301 Toronto OntarioM5V 2H2

TEL 416 593 5300 FAX 416 592 0788


BLACKWELL

4211 Yonge Street Suite 500 Toronto OntarioM2P 2A9

TEL 416 487 8151 FAX 416 487 9104


ELECTRICAL ENGINEERS

Smith + Andersen

11 Indell LaneBrampton, Ontario, L6T 3Y3

TEL [905.796.2650]

HYDROGEOLOGICAL ENGINEERS

Terraprobe


TEL 416 487 8151 FAX 416 487 9104

Smith + Andersen

51 Constellatoin CourtToronto, Ontario, M9W 1K4

TEL [416.798.0065]


WSP (SPL Consultants Limited)

As indicated

11/7/2017 1:14:11 PM

REFLECTED CEILING

PLANS - LEVEL 3

1318


06 NOVEMBER

A153


1 : 125 A102

LEVEL 3 REFLECTED CEILING PLAN1

1 : 250

LEVEL 3 RETURN AIR DIAGRAM2

1 : 20

PERFORATED FIBRE CEMENT PANEL TYPES3

RevisionNumber DESCRIPTION DATE

A ISSUED FOR 100% SD 3 DEC 2014

B ISSUED FOR 100% DD 9 OCT 2015

C ISSUED FOR 50% CD COSTING 1 APRIL 2016

D ISSUED FOR 95% CD COSTING 16 SEPT 2016

0 ISSUED FOR BUILDING PERMIT 16 DEC 2016

1 ISSUED FOR TENDER 18 SEPT 2017

ISSUED FOR ADDENDUM ADD-A1 18 OCT 2017


ISSUED FOR ADDENDUM ADD-A4 10 NOV 2017

ADD-A1 ADD-A1

ADD-A1

ADD-A1

ADD-A2

ADD-A4

33 of 34

SPSPSPSPSPSPSP

SPSPSPSPSPSPSP

SP

SP

SP

SP

SP

SP

SP

SP

1

1

2

2

3

3

4

4

5

5

C C

7

7

10

10

12

12

13

13

14

14

FF

E E

2

A301

2

A301

GG

8

8

8

A300

8

A300

Bx Bx

2

A300

2

A3006

A300

6

A300

2x

2x

11

11

15

15

17

17

16

16

9

91

A311

3

A300

3

A300

18

18

19

19

5

A300

5

A300

2

A311

1

A301

1

A301

L4 MEZZANINE

R401

WALKING TRACK

R402

STRETCHING

R402A

LEVEL 3

C-MTL-P

7200

WALKING TRACK

R402

1

A320

4

A310

2

A312

1

A313

1

A315

1

A310

2

A3153

A315

1

A316

FxFx

6

6

LEVEL 3

C-GWB

8000

VESTIBULE

R404

By By

D D

Cx Cx

FG3

ICW1

ELECT

R406

FG3

1

A302

1

A302

4A

162

/

SLOT FORGYM DIVIDERCURTAIN

LEVEL 3

C-MTL-P

7200LEVEL 1

C-MTL-P

16025

LEVEL 4

C-MTL-P

3275

HH

2889

EXTENTS OFMEZZANINEFLOOR

EXTENTS OFMEZZANINEFLOOR

EXTENTS OFMEZZANINE FLOOR

EXTENTS OFMEZZANINE FLOOR

LEVEL 4

C-MTL-P

3275

CEILINGREFERENCEDFROM LEVEL 4MEZZANINE

LEVEL 4

C-MTL-P

3275

CEILINGREFERENCEDFROM LEVEL 4MEZZANINE

8 A162/

3 A162/

/2E A160

/11 A162SIM.

/2G A160

CONTINOUS ROLLINGWINDOW SHADES, FULLHEIGHT OF GLAZING.REFER TO DETAILS.

RWS-3

SUPPLY & RETURN AIRGRILLES ALONG WALLIN RAISED CEILING AREA.REFER TO MECH.

FG3

RWS-3RWS-3RWS-3

RWS-3

15x

15x

4

A314

2

A310

11x

11x

3500

4

A315

3

A320

3

A316

4

A320

5

A320

10

A320

2

A320

/3 A162SIM.

/8

A162

SIM.

RWS-3RWS-3

3

A312

325

12

A162

SUPPLY AIR GRILLES ALONG VERITCALWALL IN RAISED CEILING AREA. REFER TO MECH.

1395

/7

A162

EXTRUDEDALUMINUMSLOT

EXTRUDEDALUMINUMSLOT

/2H A160

/2H A160

3

A301

3

A301

PG3X2

PG3X2

EXP

--

EXP

--

EXP

--

EXP

--

1800 3800

LEVEL 4

C-MTL-P

3275

EXP

--

4

A316

5

A316

7

A317

8

A317

6

A317

Ex Ex

5

A317

2

A316

575

2057

565

0

351 1800 1800 1800 327

814

171

815

611

1800

1800

1800

1800

1800

1800

018

0018

0018

0018

00

1

A319

LEVEL 4

C-GWB

4075LEVEL 4

C-GWB

4075

LEVEL 1

C-GWB

16825

/12

A162

/7

A162

SIM.SIM.



10A

162

/


LEVEL 4

C-GWB

4000

2895 4500

/2E

A160

ABOVE

LEVEL 4

C-GWB-S

3200

CUSTODIAL

R405

STORAGE

R407

ROOF DRAIN FROM ABOVE

3154

631

23260

R/AGRILLES

RETURN AIRGRILLES

RETURN AIRGRILLES

SUPPLY & RETURN AIR GRILLESALONG WALL IN RAISED CEILINGAREA. REFER TO MECH.

L4 MEZZANINE

R401ARETURN AIRGRILLE

RETURN AIR GRILLESALONG WALL IN RAISEDCEILING AREA. REFERTO MECH.

3215 CENTRELINE OF DIVIDER CURTAIN303

1671

4 D

IVID

ER

CU

RT

AIN

1108

WALL TO CEILING EXPANSIONJOINT COVER

2816 100 4500 1538

9719

6mm

ALU

M. P

LT

3085

1530

5015

3050

1530

5015

3050

1530

5015

2150

MTL-APMTL-APMTL-APMTL-AP

MTL-APMTL-AP

S/AGRILLE

S/AGRILLE

BLANK-P

BLANK-P

S/AGRILLE

S/AGRILLE

R/AGRILLE

S/A

BLANK-P

BLANK-P

BLANK-P

BLANK-P

LIGHTFIXTURE

MTL-AP

3085

1530

5015

3050

1530

5015

3050

1530

50

3085

1530

5015

3050

1530

5015

3618

REFLECTED CEILING PLAN LEGEND

EXPOSED SPRINKLER

CONCEALED SPRINKLER

SEMI-CONCEALED SPRINKLER

AV CEILING MOUNTED SPEAKER

SQUARE DIFFUSER

LINEAR DIFFUSER

LINEAR LIGHTS

POT LIGHTS

SP

EP EMERGENCY PHONE

GENERAL RCP NOTES:1. ALL HEIGHTS ARE REFERENCES FROM FINISHED FLOOR OF EACH LEVEL,UNLESS OTHERWISE INDICATED.2. DEVICES AND SPRINKLERS TO BE CENTERED IN CEILING TILE UNO

RWS ROLLING WINDOW SHADE

RWS-1 0% OPENNESS, AQUATICS AREAS

RWS-2 INTERIOR WINDOW SHADE

RWS-3 EXTERIOR WINDOW SHADE

RWS-3a EXTERIOR WINDOW SHADE (MANUAL)

WINDOW SPRINKLER

RETURN AIR GRILLES

ACCESS PANEL

CONVEX MIRROR

EMERGENCY EXIT SIGNSDIRECTIONAL ARROWS INDICATED AS REQUIRED

BLANK OFF PANEL

TYPE-E EXHAUST GRILLEWALKING TRACK

R402

L4 MEZZANINE

R401A

INDICATES LOCATIONS WHERE 50MM GAP IS REQUIREDBETWEEN CEILING AND WALL FOR RETURN AIR

*REFER TO A160, A161 & A162 FOR TYPICAL DETAILS FORALL CEILING TYPES

RETURN AIR DIAGRAM LEGEND

SCALE

DATE

PROJECT NUMBER

DRAWING NUMBER

DRAWING TITLE

PROJECT TITLEREVISIONS AND ISSUES

PARKS, FORESTRY & RECREATION DIVISIONMetro Hall, 24th Floor

55 John Street, Toronto, Ontario, M5V 3C6

t: 416.392.0989

f: 416.392.3355

CITY OF TORONTO

NORTH ARROW SEAL

KEYPLAN

Contractor must check and verify all dimensions on the job, and report any



100 Commerce Valley Drive WestThornhill, Ontario, M9W 1K4

TEL [905.882.7316]

CIVIL ENGINEERS

WSP (MMM Group Limited)

134 Peter Street Suite 1301 Toronto OntarioM5V 2H2

TEL 416 593 5300 FAX 416 592 0788


BLACKWELL


TEL 416 487 8151 FAX 416 487 9104


ELECTRICAL ENGINEERS

Smith + Andersen

11 Indell LaneBrampton, Ontario, L6T 3Y3

TEL [905.796.2650]

HYDROGEOLOGICAL ENGINEERS

Terraprobe


TEL 416 487 8151 FAX 416 487 9104

Smith + Andersen

51 Constellatoin CourtToronto, Ontario, M9W 1K4

TEL [416.798.0065]


WSP (SPL Consultants Limited)

As indicated

11/7/2017 1:08:42 PM

REFLECTED CEILING PLAN

- LEVEL 4 MEZZANINE

1318


06 NOVEMBER

A154


1 : 125 A162

LEVEL 4 MEZZANINE RCP1

1 : 250

LEVEL 4 RETURN AIR DIAGRAM2

RevisionNumber DESCRIPTION DATE

A ISSUED FOR 100% SD 3 DEC 2014

B ISSUED FOR 100% DD 9 OCT 2015

C ISSUED FOR 50% CD COSTING 1 APRIL 2016

D ISSUED FOR 95% CD COSTING 16 SEPT 2016

0 ISSUED FOR BUILDING PERMIT 16 DEC 2016

1 ISSUED FOR TENDER 18 SEPT 2017


ISSUED FOR ADDENDUM ADD-A4 10 NOV 2017

ADD-A1

ADD-A4

34 of 34