Senior Thesis Process Book

Page 1

PEDIATRIC HEMATOLOGY CLINIC E5.0 -Process Book Erin Fleming INTD-4500 Senior Level Thesis


TABLE OF CONTENTS 01

Base Building + Site

23

Design Process

05

Clinet Profile

34

Design Drawings

08

Researc-Based Design

46

Construction Drawings

10

Conceptual Approach

64

Technical Analysis

17

Program Analysis

81

Mentor Log


Base Building + Site

1


location Base Info 18,000 SQF Address: 3120 Lakeshore Blvd West Etobicoke ON, M8V 1L3 New Toronto Neighborhood : commercial residential zone. Site is not listed as a historical site: the building was pruchased by Humber College in 2009 and was previosly a car dealership There are several public and private schools in this area. The close proximity of Humber College makes this a safe area for children.

Transportation Can be accessed via the Toroto Transit Commission (TTC) 501 streetcar From LongBranch Loop 301 Streetcar From Longbranch Loop 44 and 944 bus route both from Kipling Station.

Climate + Vegitation The existing front entrance faces west and receives sunset views. the new entrance is orented East and will receive sunrise views. Accross from the site is Colonel Samual Smith Park

public transit routes schools site

Winter Sun study - North

Summer Sun study - North

Winter Sun study - South

2

Summer Sun study - South


Building Fabric Exterior Fabric The 2 storey structure is concrete sheets with a steel façade fixed to the building face on the west and south sides near Lakeshore Blvd W. The exterior of the building is composed of this large steel structure, wire fencing for greenery to grow on, large concrete slabs, pebbledash Finish is used on the lower level. Most exterior fenestration is unconvered and is not operable to allow ventilation. The previous entrances on the south side of the building has been made inaccessible by the steel frame façade applied overtop of it. At both main parking lots the building number can be located in large print. There are streetposts found in both parking lots but not at the entrance of the building. Interior Fabric The building is currently an educational facility for Humber colleges Bachelor of Social Science Criminal Justice program. The two storey building has 5 traditional classrooms, 1 large simulation room, 1 lab, 3 storage closets, 2 sub divided meeting rooms, and 2 accessible barrier free washrooms. Overall the interior is in good condition with the exception of water damage in one of the classrooms. Lighing There is no natural light penetrating the entire space due to the exterior steel screen blocking light. The former dealership showroom has been converted into a series of classrooms further hindering the penetration of natural light. Existing fenestration will be treated and new windows will be added where possible. The ceiling mounted fluorescent lighting throughout the space will be replaced with energy efficient fixtures. Finishes The carpeting that runs in the investigation rooms and some classrooms will be removed. The tiered levels of the level halls and classrooms will be demolished to achieve an even level throughout the entire space

3


client profile

4


Hematology Hematology is the study of blood in health. It includes problems with blood componants and the protiens involved in bleeding and clotting.

At SickKids, The focus of care is family-centerd. The goal of the Heamatology and Oncology program is to provide timely, state-ofthe-art care to children with cancer and serious blood disorders as near to home as possible. A network of satellite centers across Ontartio provides selected aspects of care for this large population of children nearer to thier homes. Expert teams provide leasership with respect to diagnosis and recommendation of appropriate management plans. - sickkids.ca/heamatologyOncology

Leukemia: Leukaemia is a type of cancer found in the blood and bone marrow and is caused by the rapid reproduction of abnormal white blood cells.These cells are not able to fight infections and prevent the production of red blood cells and platelets in the bone marrow. Lymphoma: Lymphoma is a cancer of the lymph nodes. It begins in the infection fighting cells of the immune system called lymphocytes.

Sick kids is a teaching hospital- There is opportunity for medical students to gain field experience by working at the side of professional hematologists and interacting with real patients and families. Preventative wellness- chronic illnesses require close monitoring during early childhood and adolecence.

Hemophilia 20%

Hemophilia: Hemophilia is an inherited bleeding disorder in which the blood does not clot properly. People with hemophilia bleed for a longer amount of time. A hemophilic's life is in danger when internal bleeding occurs. Sarcoma: Sarcoma is a tumour of connective tissue and is one of the common malignancies among children. It often spreads to other tissues in the body making it a serious chronic illness that requires constant medical attention and close monitoring.

Leukemia/Lymphoma 20%

Sickle Cell Disease: This disease affects individuals from birth and causes red blood cells to be misshapen. In sickle cell disease, the haemoglobin is abnormal causing the red blood cell to take a rigid C or sickle shape. Sickle cells can get stuck in blood vessels and cause severe pain, and blockage of blood flow to specific organs and joints.

Thalassemia 8%

Thalassemia: Thalassemia is an inherited blood disorder in which the body creates abnormal hemalobin. Sarcoma 24%

Sickle Cell Disease 28%

*figures are estimates only

5


Users

Hematologists + Medical Students The needs of healthcare professionals have been taken into consideraton with the design of this facility. Areas of the facility were doctors and staff operate are kept separated from patient areas.

Children This facility will serve the needs of a wide age range of patients. It needs to socially support the various dempands of everyone. A vibrant and welcoming evironment encourages healing and preventative wellness.

6

Family Family is at the center of this design. The space is a comfortable and uplifting space for all. It accomodates the needs of siblings, gaurdians and friends to ensure a truely supportive space.


Research-based design

7


theories of supportive design Control A sense of control can be achieved by giving patients the option to control their physical surroundings, which means providing access to visual privacy, controllable televisions in patient rooms, access to outdoor spaces and natural scenery, and control of room temperature. For staff an area to escape their work improves working conditions.

From practice-centered design Social Support Social support can be strategically incorporated into a design by providing convenient and comfortable accommodations for multiple family members, comfortable waiting areas with moveable furniture to encourage conversations where ill patients can encourage one another.

Positive Distractions The most effective positive distractions are (1) happy laughing or caring faces; (2) animals and; (3) nature elements such as trees, plants and water.

To patient-centered Design

8


conceptual approach

9


concept evolution

TOPOGRAPHY

Merging the

PLAYSCAPES

Play for healing.

outdoors with the interior

10

FLUIDITY

AÂ space that flows


Topography

Topographical sketch model

These tables are created using either resin or epoxy- a material that pours into the mold as a liquid and hardens to fill the void space with vibrant colour. I drew inspiration from these pieces of furniture becasue they are a three dimensional physical element that functions in the same way as a two dimensional surface.

It was my intention to create an environment where this look is achieved to create a playful environment while respecting the accessiblility of the space ny being two dimensional.

11


playscapes- the art gallary of ontario The spiral staricase of the Art Gallery of Ontario (AGO) was designed by Gehry. It presents a strong structural form that is both a work of art and has a function. It is interacted with on a daily basis as part of the spatial experience.Â

The interaction of this structure is encouraged by its curvulinear form. Its proportions are justified by its placement in the space and the void or emtpy volume of space surrounding the massive structure. Both the illumniation underneath the gaurdrail, and the grain direction in the wood material help to emphasise the seamless curve of the stair. curvillinear sketches of serpenitne ramp

12


playscapes- noguchi Noguchi's mantra slide was one of the main sculptural inspirations of the space. This sketch model attempts to explore interactive shape and form. It is a solid form of just one piece that encourages play while simultaneously mainting artistic sophisitcation.

Play Mountain-1933

Slide Mantra Maquette-1985

Folding model of exploring sculpture as interactive architecure

13


fluidity- Gaudi & simcoe wave deck Gaudi's architectural works in the city of Barcelona are significant to this study for their layered characteristics. Both Casa Mila and Casa Battlo have a facade composed of organic layers that make for an eye catching towered form. These facedes use lines to make themselves standout from the surrounding architecture.

Casa Mila -1912

Casa Battlo-1877

14


concept statement The concept of the space is fluidity. My intent is to create a space that flows with the process of visiting a clinic. I focused my concept into the organization of the space from the moment of entry, through the waiting process to the scheduling of future appointments. Physically, I designed the space to to mimic the feel of waterflowing and natural movement, using soft edges and a neutral toned colour palette.

15


program analysis

16


programming matrix

17


adjacency matrix

18


bubble diagrams

19


block diagrams

20


stacking diagrams

21


design process

22


parti diagrams

23


early floorplans

24


the work

25


midTerm Presentation

26


Who

Where

Why From my research, the quality of care provided in a clinical environment can be promoted by characteristics of supportive design. A well designed space has the ability to enhance the medical endeavors of pediatric haematologists.

• • • • • •

Historically a car dealership Bought and renovated by Humber College in 2009 Residential area Near TTC bus stops Colonel Samuel Smith Park Nearby College campus security.

What I propose that the Humber Center for justice leadership be transformed into a facility for outpatient Haematology services. The idea is for the facility to be a comfortable and welcoming environment for families and older kids to be treated with quality care off of the Sick Kids Hospital campus.

ci Hematology Clinic


Concept-Fluidity

This space will have soft edges and materials so that there is a sense of safety in an environment intended for young children. It will also be designed to mimic the feel of waterflow and natural movement. I intend to create a space that flows with the process of visiting a clinic.

Evidence-based Design

control

Positive distractions

From practice- centered design

Social support

To patient-centered design

ci Process


Materials

Furniture lighting

ci

ci Floor Plan


Features - Both pediatric and adult size exam tables - Comfortable seating - Compressed volume for intamacy

ci Exam Rooms


Features - Long term space - Positive distractions - Visibility from nurses station - Open family lounge - skylights

ci Infusion Center


Features - Self serve snacks - Seating variations

ci Cafe


construction drawings

46


DN

Site Plan

1

1" = 50'-0"

DN

UP

DRAWING ANNOTATIONS NORTH ARROW

A101

1

DRAWING TITLE ELEVATION SYMBOL

1

Ref

A101

Ref

View Name 1/8" = 1'-0"

1

10' - 0"

BUILDING ELEVATION SYMBOL

DIMENSION

Room name

2

ROOM TAG

101 1t

Key Plan 1/16" = 1'-0"

WALL ASSEMBLY TAG EXISTING PARTITION TO MAKE GOOD NEW WALL ASSEMBLY

Name Elevation

LEVEL SYMBOL

LIST OF ABBREVIATIONS AFC

ABOVE FINISHED COUNTER

OC

ON CENTER

AFF

ABOVE FINISHED FLOOR

P

PARTITION

ACT

ACOUSTIC CEILING TILE

PT

PAINT

AUTO

AUTOMATIC DOOR OPENER

PLYWD

PLYWOOD

CLGHT

CEILING HEIGHT

RB

RUBBER BASE

CL

CLOSER

TYP

TYPICAL

CONC

CONCRETE

DPTN

DEMOLITION PARTITION

WC

WALL COVERING

FIN FLR

FINISHED FLOOR

WD

WOOD

VNR

VENEER

FRST GL

FROSTED GLASS

NTC

NOT TO SCALE

GWB

GYPSUM WALL BOARD

LAM

LAMINATE

NAME

SHEET #

COVER DEMOLITION PLAN DEMO RCP PARTITION PLAN MILLWORK PLAN FURNITURE PLAN POWER AND COMMUNICATIONS PLAN REFLECTED CEILING PLAN RCP LEVEL 2 FINISHES PLAN INTERIOR SECTIONS INTERIOR ELEVATIONS INTERIOR ELEVATIONS INTERIOR ELEVATIONS RECEPTION DETAILS CAFE DETAILS DINING TABLE DETAILS

ID 1 ID 2 ID 2.1 ID 3 ID 4 ID 5 ID 6 ID 7 ID 7.1 ID 8 ID 9 ID 10 ID 10.1 ID 10.2 ID 11 ID 11.1 ID 11.2

E4.0 COVER E4.0 22/03/2020 ERIN FLEMING ZAIBA MIAN

Project number Date Drawn by Checked by

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OBC MATRIX

DRAWING LIST


GENERAL NOTES

10' - 0"

4' - 8"

15' - 3 1/2"

2.

ANY DISCREPANCIES BETWEEN DRAWINGS AND DISTE CONDITIONS SHOULD BE REPORTED TO THE DESIGNER PRIOR TO THE START OF CONSTRUCTION. ANY ADDITIONAL COST INCURRED DOU TO PORCEEDING WITHOUT AUTHORIZATION SHELL BE THE RESPONSIBILITY OF THE CONTRACTOR AND NOT THE OWNER.

8' - 4"

4' - 11 1/2"4' - 0"

3.

CONTRACTOR TO MAINTAIN CLEAN SITE THROUOUT CONSTURCTION.

4.

LOCATE ALL DOOR JAMBS 6" FROM THE CORNER WALL UNLESS OTHERWISE NOTED. ALL DIMENSIONS ARE TAKEN FROM WALL CENTERLINE.

5.

ALL CONSTRUCTION TO COMPLY WITH MUNICIPAL BYLAWS, AND PROVINCIAL BUILDING CODE. CONTRACTOR TO BE RESPONSIBLE FOR ALL ALTERAIONS AND CHANGES REQUIRED DUE TO NON-CONFORMING CONSTRUCTION PRACTICES AND/OR PROCEEDURES.

6.

REPAIR PATCH AND MAKE GOOD ALL ADJACENT WALLS AND SURFACES WEHER EXISTING WALLS HAVE BEEN REMOVED.

11' - 10"

4' - 9 1/2"

5' - 0"

10' - 7 1/2"

5' - 1 1/2"4' - 9 1/2" 15' - 6 1/2"

8' - 0"

16' - 2"

13' - 4"

4' - 11 1/2"

15' - 10"

5' - 0 1/2" 3' - 9 1/2"

15' - 2 1/2"

14' - 8 1/2"

4

3x

4' - 6"

5

3x

11' - 2 1/2"

11' - 10"

4

3

8' - 6"

3' - 1"3' - 4" 8' - 8 1/2" 1' - 6"4' - 7"

16' - 7"

10' - 6"

3' - 1" 4' - 3"

1' - 5"

3

GENERAL CONTRACTOR TO CONFIRM ALL MEASUREMENTS ON SITE

0' - 10 1/2"

25' - 6"

6' - 2 1/2"

29' - 0 1/2"

8' - 0"

10' - 0 1/2"

3' - 8 1/2"

1.

5

6

9' - 5" 1' - 5 1/2"

24' - 0"

9' - 4 1/2"

EXISTING WALL TO BE REMOVED

16' - 5"

32' - 1"

DEMOLITION LEGEND

EXISTING WINDOW TO BE REMOVED

6

3' - 8"

EXISTING WALL TO REMAIN AND MAKE GOOD TO SUIT WORK

7

8

3' - 5" 1' - 2" 6' - 1"

23' - 11"

8' - 9"

71' - 2"

6' - 1"

15' - 9"

7

EXISTING DOOR TO BE REMOVED

8

33' - 4 1/2"

15' - 11 1/2"

15' - 11 1/2"

6' - 9"1' - 5 1/2"

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DEMOLITION PLAN 1/8" = 1'-0"

LEVEL 2 DEMOLOTION 2 PLAN 1/8" = 1'-0"

Drawn by Checked by

ID 2 Scale

1/8" = 1'-0"

30/03/2020 12:41:47 AM

E4.0


GENERAL NOTES

3

1.

GENERAL CONTRACTOR TO CONFIRM ALL MEASUREMENTS ON SITE

2.

ANY DISCREPANCIES BETWEEN DRAWINGS AND DISTE CONDITIONS SHOULD BE REPORTED TO THE DESIGNER PRIOR TO THE START OF CONSTRUCTION. ANY ADDITIONAL COST INCURRED DOU TO PORCEEDING WITHOUT AUTHORIZATION SHELL BE THE RESPONSIBILITY OF THE CONTRACTOR AND NOT THE OWNER.

3.

CONTRACTOR TO MAINTAIN CLEAN SITE THROUOUT CONSTURCTION.

4.

LOCATE ALL DOOR JAMBS 6" FROM THE CORNER WALL UNLESS OTHERWISE NOTED. ALL DIMENSIONS ARE TAKEN FROM WALL CENTERLINE.

5.

ALL CONSTRUCTION TO COMPLY WITH MUNICIPAL BYLAWS, AND PROVINCIAL BUILDING CODE. CONTRACTOR TO BE RESPONSIBLE FOR ALL ALTERAIONS AND CHANGES REQUIRED DUE TO NON-CONFORMING CONSTRUCTION PRACTICES AND/OR PROCEEDURES.

6.

REPAIR PATCH AND MAKE GOOD ALL ADJACENT WALLS AND SURFACES WEHER EXISTING WALLS HAVE BEEN REMOVED.

3x

4

EXISTING WINDOW TO BE REMOVED EXISTING WALL TO REMAIN AND MAKE GOOD TO SUIT WORK

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DEMOLITION RCP LEGEND 1/8" = 1'-0"

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7

8

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DEMO RCP

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DEMO RCP LEVEL 1 1/8" = 1'-0"

Scale

1/8" = 1'-0"

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PARTITION TYPES

19' - 0 1/2"

8' - 2"

2

15' - 6 1/2"

1 2

2 1

34' - 0"

ID 9

2

4

3x

4

STEEL STUD

20' - 5 1/2"

8' - 6"

3

15' - 7 1/2"

TYPE 1

WET WALL STC 54 NON LOAD BEARING 1/2" GWB - 1 LAYER STEEL STUDS 5 3/8" DEEP SPACED 24" OC 2" ACOUSTIC BATT INSULATION 2" RESILIENT METAL CHANNEL ON ONE SIDE @ 24" OC 1/2" GWB - 2 LAYERS ALL OPENINGS AND INTERFACES SHALL BE SEALED

BATT INSULATION

4.

LOCATE ALL DOOR JAMBS 6 INCHES FROM CORNER WALL UNLESS OTHERWISE NOTED.

5.

CONTRACTOR TO MAINTAIN CLEAN SITE THROUGHOUT CONSTRUCTION PERIOD ALL DIMENSIONS ARE TENEN FROM PARTITON CENTERLINE.

6.

ANY DISCREPANCIES ERRORS OR OMISSIONS ETC. BETWEEN THESE DREAWINGS AND SITE CONDITIONS SHALL BE REPORTED TO THE DESINGER BEFORE ANY WORKS IS COMMENCED. ANY ADDITIONAL COSTS INCURRED DUE TO PROCEEDING WITHOUT AUTHORIZATION SHELL BE THE RESPONSIBILITY OF THE CONTRACTOR AND THE OWNER.

7.

ALL CONSTRUCTION TO COMPLU WITH MUNICIPAL BY-LAWS AND PROVINCIAL BIULDING CODE. CONTRACTOR TO BE RESPONSIBLE FOR ALTERATIONS AND CHANGES REQUIRED DUE TO NON-CONFORMING CONSTRUCTION PRACTICES AND/ OR PROCEDURES.

8.

REPAIR, PATCH AND MAKE GOOD ALL ADJACENT WALLS AND SURFACES WHERE EXISTING WALLS HAVE BEEN REMOVED.

STEEL STUD

TYPE 2

1/2" GWB STEEL FRAME

GLASS PANEL

11' - 0"

DN

D104

D101 8' - 4"

1' - 1"

25' - 11"

3' - 0 1/2" 5' - 5 1/2"

4

4

EXISTING EXTERIOR WALL LOAD BEARING CONCRETE CAST IN PLACE ALL OPENINGS AND INTERFACES SHALL BE SEALED

4

CONCRETE

1

1

1/2" GWB

TYPE 4

BRICK VENEER

UP

0' - 3" 4' - 9" 6' - 6"

1 3' - 9"

8' - 3"

12' - 1 1/2"

0' - 3"

2' - 11 1/2"

2' - 11 1/2"

0' - 2" 0' - 4"

0' 0' - 4" - 3"

6' - 7 1/2"

1

0' - 2"

0' 0' - 4" - 3"

6' - 4"

5' - 2"

2' - 4"

11' - 0"

3' - 11 1/2"8' - 0 1/2"

0' 0' - 4" - 4"

0' - 2"

6' - 10"

D103 16' - 4"

D103

2' - 4"

5' - 5" 6' - 0 1/2"

8' - 0 1/2"

1

0' 0' - 3" - 4"

2' - 11 1/2"

0' - 4"

1

0' - 2"1' - 6"

3' - 0"

6' - 3"

7' - 2 1/2"

33' - 9"

3

D103

DOOR TYPES

6' - 10 1/2"

9' - 1" 1' - 1 1/2"

3' - 6"

7' - 3"

33' - 3"

24' - 4 1/2"

20' - 3 1/2"

8' - 11 1/2"1' - 7 1/2"

7' - 11 1/2" 5' - 5 1/2"

8

9

D103

D104

D103

D102

DOOR SCHEDULE

7' - 1"

D103

3' - 5 1/2"

1

0' - 0 1/2"

6' - 9"

16' - 1 1/2"

0' - 4 1/2" 4' - 9" 6' - 10 1/2" 0' - 7 1/2" 4' - 9"

12' - 6"

1 0' - 4"

D101

CONSTRUCTION LEGEND

NO

THICKNESS

HEIGHT

WIDTH

PANEL MATERIAL

FRAME MATERIAL

HARDWARE

101

0'-2"

8'-5"

3'-6"

MAPLE WOOD

MAPLE WOOD

TOUCH LATCH

102

0'-2"

7'-2 1/2"

6'-3"

PAINTED METAL

STAINLESS STEEL

CRASHBAR

MAPLE WOOD

STAINLESS STEEL LEVER

EXISTING WALL TO REMAIN MAKE GOOD TO SUIT WORK

MAPLE WOOD

STAINLESS STEEL LEVER

3/4 HOUR FIRE RATED ASSEMBLY

MILLWORK

4

E

F 2

G

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103

0'-2"

7'-2 1/2"

4'-9"

PAINTED SOLID WOOD

104

0'-2"

7' -3"

6'-6"

FROSTED GLASS

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PARTITION PLAN

ID 9

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PARTITION PLAN

E4.0 22/03/2020 Author Checker

Project number

1t

1/8" = 1'-0"

WALL ASSEMBLY TAG

Date Drawn by Checked by

101

ID 3

DOOR TAG Scale

As indicated

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7

CONTRACTOR TO PROVIDE DOUBLE METAL STUDS AT EACH DOOR JAMB AND PLYWOOD ROUGH BUCKS.

1

5' - 1 1/2"

6' - 7 1/2" 5' - 8 1/2"

1/2" GWB

TYPE 3

2

8' - 1 1/2"

6

3.

1/2" GWB

GLASS PARTITON NON LOAD BEARING 3/4" GLASS SHEET STEEL MULLION 2 1/2" DEEP SPACED 48" OC ALL OPENINGS AND INTERFACES SHALL BE SEALED

1

5

CONTRACTOR TO PROVIDE J-MOULD OR ANGLE MOULD ALONG ALL EXPOSED DRYWALL EDGES CEILING REVELASL EXPOSED CORNERS ETC. CONCEAL WITH JOINT COMPOUND.

0' - 3"

1' - 7 1/2" 4' - 4"

2.

BATT INSULATION

8' - 2"

2

ANY DISCREPANCEIES BETWEEN THE CHALKED OUT PARTINON LAYONT ON CONCRETE AND THESE DRAWINGS ARE TO BE REPORTED TO THE DESIGNER PRIOR TO THE START OF CONSTRUCTION.

1/2" GWB

D104

3

1.

7' - 2 1/2"

15' - 0"

PARTITION STC 50- 6 IN NON LOAD BEARING 1/2" GWB - 2 LAYERS STEEL STUDS 2 1/2" DEEP SPACED 24" OC 2" ACOUSTIC BATT INSULATION 1/2" GWB - 2 LAYERS ALL OPENINGS AND INTERFACES SHALL BE SEALED

CONSTRUCTION NOTES

8' - 5"

1

PARTITION ASSEMBILES


CONSTRUCTION NOTES

2

1.

ANY DISCREPANCEIES BETWEEN THE CHALKED OUT PARTINON LAYONT ON CONCRETE AND THESE DRAWINGS ARE TO BE REPORTED TO THE DESIGNER PRIOR TO THE START OF CONSTRUCTION.

2.

CONTRACTOR TO PROVIDE J-MOULD OR ANGLE MOULD ALONG ALL EXPOSED DRYWALL EDGES CEILING REVELASL EXPOSED CORNERS ETC. CONCEAL WITH JOINT COMPOUND.

3.

CONTRACTOR TO PROVIDE DOUBLE METAL STUDS AT EACH DOOR JAMB AND PLYWOOD ROUGH BUCKS.

4.

LOCATE ALL DOOR JAMBS 6 INCHES FROM CORNER WALL UNLESS OTHERWISE NOTED.

5.

CONTRACTOR TO MAINTAIN CLEAN SITE THROUGHOUT CONSTRUCTION PERIOD ALL DIMENSIONS ARE TENEN FROM PARTITON CENTERLINE.

6.

ANY DISCREPANCIES ERRORS OR OMISSIONS ETC. BETWEEN THESE DREAWINGS AND SITE CONDITIONS SHALL BE REPORTED TO THE DESINGER BEFORE ANY WORKS IS COMMENCED. ANY ADDITIONAL COSTS INCURRED DUE TO PROCEEDING WITHOUT AUTHORIZATION SHELL BE THE RESPONSIBILITY OF THE CONTRACTOR AND THE OWNER.

7.

ALL CONSTRUCTION TO COMPLU WITH MUNICIPAL BY-LAWS AND PROVINCIAL BIULDING CODE. CONTRACTOR TO BE RESPONSIBLE FOR ALTERATIONS AND CHANGES REQUIRED DUE TO NON-CONFORMING CONSTRUCTION PRACTICES AND/ OR PROCEDURES.

8.

REPAIR, PATCH AND MAKE GOOD ALL ADJACENT WALLS AND SURFACES WHERE EXISTING WALLS HAVE BEEN REMOVED.

D104

3

1 2 M2

M7

M3

1 ID 9

32' - 10 1/2"

2' - 7"

2 2

4

3x

4 1

5' - 0 1/2"

M4

D101

1 11' - 2"

2

6' - 5 1/2"

5

M6

DN

D104

4

4

6

1

1 UP

MILLWORK SCHEDULE

7 3

1

NO. M1

STEELCASE CABINETS

M2

BANQUETTE

M3

CAFE SELF SERVE STATION

M4

RECEPTION DESK

M5

WORK SURFACE

M6

COUNTER TOP

M7

CUSTOM TABLE

1' - 0"

D103

M1

14' - 0 1/2"

D103

4' - 6"

2' - 6"4' - 4"

1

D103

2' - 0"

1

1 7' - 2"

M1

8 10' - 1"

1

1

2' - 5 1/2"

DESCRIPTION

4' - 1 1/2"

7' - 0"

M1

M1

D103

M1

D103 M5

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1/8" = 1'-0"

30/03/2020 12:42:32 AM

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FURNITURE NOTES 1.

T1

4' - 1 1/2"

CH9 T1

T1

T2

4' - 11"

8' - 6" CH1

CH2

CH9 T1

T2

ALL SURFACE TO BE PATCHED, REPAIRED AND MADE GOOD TO ACCEPT NEW CONSTRUCTION AND FINISHES

3.

ALL FURNITURE TO BE CHECKED UPON DELIVERY FOR ACCURATENESS OF PRODUCT, FINISH SIZE AND QUANTITY BERFORE INSTALLATION, SET-UP OR UNPACKING.

T1 T1 CH2 ID 10 3

CH9

CH9

CH9

CH9

CH9

4.

ALL FURNITURE TO REMAIN COVERED UNTIL END OF CONSTURCTION TO ENSURE CLEANLINESS AND QUALITY OF PRODUCT.

3

ID 10

CH9

ID 9

ID 11.1 4

1

4' - 0"

GENERAL CONTRACTOR TO SITE VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND REPORT ANY DISCREPENSIES OR OMISSIONS TO DESIGNER.

2. CH9

3

FURNITURE LEGEND 1i

FURNITURE TAG MILLWORK

CH1

ID 10 T1

5

CH9

4

T2

T1 CH2 ID 10.1 T1

1

CH7 T3

CH1

3x

FURNITURE SCHEDULE

CH7

CH9

CH7 T3 CH7

T1

5

CH7 T3 CH7

NO.

DESCRIPTION

MANUFACTURER

DIMENSIONS

COMMENTS

CSWK

CASEWORK

STEELCASE

24"D 48" W

FOLIO

CH1

CHAIR

KNOLL

17.25" W 18"D 30"H SEAT H 17.5"

RIOME CHILD SIDE CHAIR 666C-WB

CH2

CHAIR

STEELCASE

24 3/4"W 20 1/4"D 31 1/2"H SEAT H 18.5"

MOVE 90 SERIES CHAIR W/ ARMS

CH3

CHAIR

STEELCASE

23 3/4"W 15.5"D 28"-34"H SEAT H 15 7/8" - 21 7/8"

NODE MID BACK CHAIR WITH 5 STAR BASE

HERMAN MILLER

30"W 18.5"D 41.75"-43.75H MIRRA 2 WORK CHAIR WITH SEAT H 14.75" - 22.75" BUTTERFLY BACK

STEELCASE

18.25"W 18"D 34.5"H

ENNA- LOTTUS COLLECTION SLED BASE STOOL

32.5" W 25"D 31"L

i2i SWIVEL COLLABORATIVE CHAIR

STEELCASE

24" D 24"W 19"H

ALIGHT ROUND OTTOMAN TS34401

TR1

2 ID 10 ID 10 11

CH4

2

DN

16' - 0"

1 3

CH4

6

T4

FS1

FS4

UP

CH4

ID 10.1 2 CH6

ID 10.1

4

T3 CH7 T4

7

CHAIR

CH5

CHAIR

CH6

CHAIR

CH7

OTTOMAN

CH8

SOFA

STEELCASE

77"W 37"H 27.5"D 19" SEAT H

SURROUND LOUNGE WITH 11" SIDE TABLE

CH9

OTTOMAN

BLA STATION

43.5cmH 47cmW

PUCCA 1 O541

CH10

STOOL

BLA STATION

107cm H 52cm W 50cm D 45cm SEAT H

DUNDRA S72-82

FS1

FURNITURE SYSTEM

STEELCASE

47" H 55" D 118" W

REGARD

FS2

FURNITURE SYSTEM

STEELCASE

54" H 58" D 80.5" W

REGARD

FS3

FURNITURE SYSTEM

STEELCASE

54" H 48" D 51" W

REGARD

FS4

FURNITURE SYSTEM

STEELCASE

47" H 27" D 143" W

REGARD

T1

TABLE

KARL ANDERSSON & SONER

28" H 31.5" D 31.5" W

LOCUS DINING TABLE

T2

TABLE

KNOLL

20" H 35" D 42" W

RISOM CHILDS AMOEBA TABLE

T3

TABLE

STEELCASE

22.5" H 25" D 25" W

CAMPFIRE PAPER TABLE TS4TPTG

T4

TABLE

STEELCASE

15" H 22" D 22" W

REGARD SQUARE TABLE

TR1

TRASH RECEPTICAL

STEELCASE

36" H 25" D 48" W

VICTOR 2 FREESTANDING UNIT

EQ1

PEDIATRIC EXAM TABLE

N/A

36" H 24" D 43" W

N/A

EQ2

EXAM TABLE

N/A

34" H 27" D 78" W

N/A

EQ4

MEDICAL TOOLS

CONNEX

22" H 5" D 37.5" W

CONNEX INTEGRATED WALL SYSTEM

CH5

ID 10.1 FS3 FS2

3

5' - 7"

CH2

STEELCASE

9' - 8 1/2" CH8

2

CH3

CH8

EQ1

8

CH10

CH3 ID 10.2 3 ID 10.2 ID 10.2 EQ4 EQ2 ID 10.2 EQ2 EQ4 EQ2

CH10

1

CH10 ID 10.2

5

EQ1 4 CH10

EQ1 EQ2

CH8

EQ4

EQ2

CH8

CH10

EQ4 CH3

CH10

CH3

CH10 EQ2 CH10

5' - 7"

-

EQ1

CH10

9 E

F

G

H

J

2 ID 9

1

Furniture plan

E4.0 FURNITURE PLAN E4.0 22/03/2020 Author Checker

Project number Date Drawn by Checked by

ID 5

1/8" = 1'-0" Scale

1/8" = 1'-0"

30/03/2020 12:42:38 AM

8' - 1 1/2"

ID 11


8' - 4" 5' - 5 1/2" 14' - 1"

10' - 1" 2' - 0 1/2"

5

3x 8' - 1" 10' - 0"

4' - 11 1/2" 5' - 6"

4

1.

WHERE OUTLETS ARE MOUNTED ON OPPOSITE SIDE OF THE SAME PARTION STAGGER THEM TO RETAIN ACOUSTIC ATTENUATION FOR PARTITION.

2.

ALL NEW OUTLESTS AND SWITCHES TO B MOUNTED THE SAME HEIGHT AS EXISTING OUTLETS AND SWITCHES. ENSURE THAT ALL EXISTING POWER OUTLETS ARE WORKING

3.

WHERE ELECTRICAL OUTLEST ARE SHOWN SIDE BY SIDE, GAIN TOGEGTHER AND PROVIDE A SINGLE PLATE. iNTALL IN A STRAIT AND TIDY GROUPING WHERE POWER OUTLESTS ARE PLEACED NEXT TO VOICE/DATA OUTLETS 1/2" CLEARANCE IS ALLOWED BETWEEN PLATE COVERS

4.

ALL WALL SWITCH PLATES AND OUTLESTS TO BE WITHE PLASTIC. ALL OUTLETS NOT BEING USED ARE TO HAVE BLANK COVER PLATES. REPLACE ALL EXISTING OUTLETS AND SWITCHES TO MATCH NEW.

5.

OUTLET DIMESNION ARE SHOWN TO THE CENTER OF RECEPTACLES UNLESS OTHERWISE NOTED.

6.

COVER UP EXISTING DATA OUTLETS IN WALL WITH NEW CONCRETE PATCH.

7.

SECURITY VENDOR WILL SUPPLY AND INSTALL NEW CAMERA/SECURITY SYSTEM TO ENTIER SPACE. GENERAL CONTRACTOR TO SUPPLY AND INSTALL NEW 3/4" CONDUIT FROM ELECTRICAL ROOM TO ALL NOTED AREAS.

8.

ALL EXISTING FLOOR MONUMENTS OT BE REMOVED WHERE APPLICABLE. ALL EXISTING HOLES IN FLOORING TO BE CAPPED AND FILLED. SOME FLOOR MONUMENTS MAY NOT BE SHOWN DUE TO BLOCCAGE FROM FURNITURE ETC. CONTRACTO TO CHECK SITE TO VERIGY QUANTITY PRIOR TO SUBMITTING A QUOTE.

9.

PROVIDE FURRING OF WALLS AND COLUMNS WHERE REQUIRED TO ACCOMODATE NEW OUTLETS.

10.

ALLOW FOR NEW ELECTRICAL PANELS TO ACCOMODATE THE NEW ELECTRICAL LOAD OF THE FLOOR FLUSH MONDIED ON THE WALL. PROVIDE DRYWALL FURRING TO ACCOMODATE NEW ELECTRICAL PANELS.

7' - 10 1/2"

GFI

5' - 0"

5' - 5"

4' - 6" 4' - 6" 4' - 6"

1 ID 9

5' - 4"

9' - 8"

3

4' - 5 1/2" 4' - 2 1/2" 3' - 7 1/2" 2' -1'3"- 2"

3' - 8 1/2"

GENERAL NOTES

2' - 1 1/2" GFI

12' - 4 1/2"

3' - 7 1/2"

DN

UP

14' - 9" 12' - 0"

6

D

2' - 10 1/2" 15' - 3 1/2"

GFI

12' - 0"

GFI

EQ EQ EQ

1' -2'3"- 1"

120V GROUND FAULT INTERRUPTION RECEPTACLE- WALL MOUNTED @ 44"AFF UNLESS OTHERWISE NOTED QUADRUPLEX RECEPTACLEWALL MOUNTED @ 18" AFF UNLESS OTHERWISE NOTED

VOICE + DATA RECEPTACLE MOUNTED TO FLOOR

EQ

8' - 9"

120V DUPLEX RECEPTACLE WALL MOUNTED @ 18" AFF UNLESS OTHERWISE NOTED GFI

8 8' - 6 1/2" 1' -2'2"- 4"

VOICE + DATA RECEPTACLE WALL MOUNTED @ 18" AFF UNLESS OTHERWISE NOTED

11' - 10 1/2"

EQ

1' - 10 2' -1/2" 10 1/2" 7' - 3 1/2"

POWER + COMMUNICATIONS LEGEND

1' - 10 1/2"

13' - 5"

6' - 5 1/2"

9' - 1 1/2"

D

10' - 10 1/2" 2' - 10 1/2"

2' - 10 1/2"

8' - 11 1/2"

D

5' - 11 1/2"

7

11' - 2"

EQ

QUADRUPLEX RECEPTACLE MOUNTED TO FLOOR

E4.0

PUSH BUTTON WALL MOUNTED @ 36" AFF

E

F

G

H

POWER AND COMMUNICATIONS PLAN

J

COMMUNICATIONS PLAN 1/8" = 1'-0"

2 ID 9

E4.0 22/03/2020 Author Checker

Project number Date Drawn by Checked by

ID 6 Scale

1/8" = 1'-0"

30/03/2020 12:43:13 AM

EQ EQ

5' - 7"

9

1

220V HEAVY DUTY DUPLEX RECEPTALCE MOUNTING TO APPLIENCE HEIGHT @18" AFF UNLESS OTHERWISE NOTED


GENERAL NOTES

3

1

1.

CONTRACTOR TO CONFRIM CEILING HEIGHT CONDITIONS AND NOTIFY DESIGNER OF ANY DISCREPANCIES.

2.

CONTRACTOR AND LIGHTING SUPPLIER TO VERIFY QUANTITY OF FIXTURES PRIOR TO ORDERING

3.

NO SUBSTITUTION OF ANY LIGHT FIXTURES SPECIFIED IN THESE DRAWINGS WILL BE EXCEPTED UNLESS APPROVED BY DESIGNER PRIOR TO ORDERING.

4.

CLEAN ALL CEILING SURFACES AND FIXTURES BEFORE AND AFTER BEFORE AND AFTER INSTALLATION AND ENSURE ALL LIGHTS AND BULBS ARE IN GOOD WORKING ORDER.

5.

THIS DRAWING IS TO BE READ IN CONJUNTION WITH ALL OTHER DRAWINGS AND SPECIFICATIONS. LIGHTING AND CEILING PLAN SHOWS LOCATIONS ONLY. REFER TO ELECTRICAL AND MECHANICALS ENGINEERS DRAWINGS FOR SPECIFICATIONS, CIRCUITING, SWITCHING, SPRINKLER HEAD, EXIT SIGN,FIRE ALARM, SUPPLY AND RETURN AIR SOURCE LOCATIONS ETC.

6.

ANY DISCREPACIES OCCURRING IN THE DRAWINGS SHOULD BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE DESIGNER.

OPEN TO ABOVE

ID 9

3x

4' - 8"

6' - 0"

5' - 2 1/2"

10' - 0"

9' - 8"

10' - 7"

10' - 2"

6' - 0"

6

10' - 7"

7' - 9"

LIGHTING SCHEDULE

6' - 0"

16'-0" AFF

1' - 8 1/2"6' - 0"

7

8

EQ

EQ

1' - 8" 3' - 11" 2' - 1"

10'-0" AFF

10'-0" AFF 6' - 0" 3' - 8 1/2"

3' - 11 1/2"

3' - 11"

1' - 11 1/2"

5' - 0"

5' - 0"

SIZE

LAMP

WATTAGE

REMARKS

RECESSED LED FIXTURE

JLC TECH T-BAR LED

48" X 2"

LED

32W

3000K

LED STRIP LIGHT SURFACE MOUNTED

CHIA GLOBAL ELECTRIONICS -COOL/WARM WHITE LED STRIP SKU:CGE-008SL-0220

40" X 0.5"

LED

8W

3000K

BUILDING SYSTEMS SCHEDULE LINEAR DIFFUSER

TITUS/ FLOWTEE 2" SLOT FLOWBAR/ MFTI-20

5"W

EXIT SIGN

BEGHELL/ GUIDA PLUS RM

12"X 8"

DIFFUSER MATERIAL IS EXTRUDED ALUMINIUM

3' - 11"

5' - 0"

5' - 0"

5' - 0"

LED

2W BATTERY OPERATED

MOUNTED AT ALL EXIT DOORS

6' - 8"

2' - 9 1/2"

5' - 0"

4' - 0"

10'-0" AFF

10'-0" AFF

MANUFACTURER/NAME OF PRODUCT/ #

EQ

16'-0" AFF

3' - 8"

5' - 0"

EQ

4' -1'3"- 11 1/2"

3' - 8 1/2"

5' - 0"

EQ

DESCRIPTION

12' - 0"

EQ

12' - 0"

EQ

10' - 6"

EQ

2' - 1" 7' - 10 1/2" 6' - 0 1/2"

EQ

3' - 3"

6' - 0"

SYMBOL

9 E

F

G

E4.0 H

J

REFLECTED CEILING PLAN E4.0 22/03/2020 Author Checker

Project number Date Drawn by Checked by

ID 7 Scale

1/8" = 1'-0"

30/03/2020 12:43:18 AM

5

6' - 0" 2' - 11"

4


GENERAL NOTES

48' - 3 1/2"

3' - 11 1/2"

10' - 0"

10' - 0"

3' - 8"

3' - 6"

26'-0" AFF

0' - 11 1/2"3' - 6"

32' - 9"

ID 9

3' - 6"

1

22' - 2"

3' - 6"

3' - 6"

43' - 10"

10' - 7"

4

5

1 ID 11.1

1.

CONTRACTOR TO CONFRIM CEILING HEIGHT CONDITIONS AND NOTIFY DESIGNER OF ANY DISCREPANCIES.

2.

CONTRACTOR AND LIGHTING SUPPLIER TO VERIFY QUANTITY OF FIXTURES PRIOR TO ORDERING

3.

NO SUBSTITUTION OF ANY LIGHT FIXTURES SPECIFIED IN THESE DRAWINGS WILL BE EXCEPTED UNLESS APPROVED BY DESIGNER PRIOR TO ORDERING.

4.

CLEAN ALL CEILING SURFACES AND FIXTURES BEFORE AND AFTER BEFORE AND AFTER INSTALLATION AND ENSURE ALL LIGHTS AND BULBS ARE IN GOOD WORKING ORDER.

5.

THIS DRAWING IS TO BE READ IN CONJUNTION WITH ALL OTHER DRAWINGS AND SPECIFICATIONS. LIGHTING AND CEILING PLAN SHOWS LOCATIONS ONLY. REFER TO ELECTRICAL AND MECHANICALS ENGINEERS DRAWINGS FOR SPECIFICATIONS, CIRCUITING, SWITCHING, SPRINKLER HEAD, EXIT SIGN,FIRE ALARM, SUPPLY AND RETURN AIR SOURCE LOCATIONS ETC.

6.

ANY DISCREPACIES OCCURRING IN THE DRAWINGS SHOULD BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE DESIGNER.

3x

ARMSRTRONG FELTWORKS BLADES CEILING PANEL SYSTEM

LIGHTING SCHEDULE 2 ID 9

SYMBOL

DESCRIPTION

MANUFACTURER/NAME OF PRODUCT/ #

SIZE

LAMP

WATTAGE

REMARKS

RECESSED LED FIXTURE

JLC TECH T-BAR LED

48" X 2"

LED

32W

3000K

LED STRIP LIGHT SURFACE MOUNTED

CHIA GLOBAL ELECTRIONICS -COOL/WARM WHITE LED STRIP SKU:CGE-008SL-0220

40" X 0.5"

LED

8W

3000K

E4.0

BUILDING SYSTEMS SCHEDULE LINEAR DIFFUSER

TITUS/ FLOWTEE 2" SLOT FLOWBAR/ MFTI-20

RCP LEVEL 2 5"W

DIFFUSER MATERIAL IS EXTRUDED ALUMINIUM E4.0 22/03/2020 Author Checker

Project number Date Drawn by Checked by

ID 7.1 Scale

1/4" = 1'-0"

30/03/2020 12:43:21 AM

3

10' - 0"

2' - 00'1/2" - 8 1/2" 1' - 6" 1' - 0" 1' - 6"2' - 0" 1' - 7"2' - 8 1/2" 1' - 1' 0 1/2" - 0 1/2" 1' - 0' 6" - 11" 1' - 0" 1' - 7" 2' - 6" 1' - 6" 1' - 0" 1' - 6" 1' -0'0"- 11" 1' - 7" 3' - 1"

10' - 1"


GENERAL NOTES D104

3 WC WC-1

PT PT-2

WC WC-1

FINISHES SCHEDULE

WC WC-1

RM NO. RM NAME M2

M7

CAFE

LINO LINO-1

101

3x

4 WC WC-1

PT PT-2

5

WC WC-1

2

PT PT-3

? ?

PT PT-3

M6

DN

VESTIBULE

M4

WC WC-1

WC WC-1

PT PT-1

103 PT PT-1

6

COLUMNS WALL

2.

ALL FLOORING SURFACES MUST BE FREE OF DIRT, SOLVENTS, OIL, GREASE PAINT, PLASTER, MOISTURE, AND OTHER SUBSTRATES DETRIMENTAL TO PROPER PERFOMANCE OF ADHESIVES AND FLOORING MATERIALS.

3.

UNLESS OTHERWISE NOTED FLOOR FINISHES TO BE INSTALLED PRIOR TO MILLWORK INSTALLATION.

4.

CONTRACTOR TO PROTECT ALL NEW FLOOOR FINISES UPON COMPLETION OF INSTALLATION WITH PLASTIC SHEETS WHERE CONSTRUCTION WORK IS INCOMPLETE.

5.

WHERE CHANGE OF MATERIAL THICKNESS OCCURS, PROVIDE ALLOWANCE FOR TRANSISITION STRIP.

7.

PROVIDE SMOOTH LEVEL FOR DRYWALL FINISH ON ALL GYPSUM WALLS UNLESS OTHERWISE NOTED.

8.

CONTRACTO TO REVIEW AND FOLLOW ALL MANUFACTURER PREPARATION AND INSTALLATION GUIDES.

9.

PAINT GRILLS, WALL DIFFUSERS, ELECTIRCAL PANELS, ALL MOUNTED BOXES, AND ACCESS PANELSWITH ARE EXPOSED IN FINSHED SPACES TO MATCH THE SURFACE ON WHICH THEY OCCUR. IF ITEM IS ON A WALL-COVERED WALL, PROVIDE A CUSTOM PAINT COLUR USED TO MATCH. CONTACT THE DESIGNER FOR APPROVAL.

CEILING

BASE

FINISH

NORTH WEST SOUTH EAST

101

CAFE

B-1

LINO-1

WC-1

PT-2

WC-1

WC-1

N/A

102

RECEPTION

B-1

LINO-1

WC-1

WC-1

N/A

PT-1

N/A

103

VESTIBULE

B-1

LINO-1

PT-3

PT-3

PT-3

PT-3

N/A

104

WAITING ROOM

B-1

LINO-1

N/A

PT-1

PT-2

PT-1

105

EXAM ROOM

B-1

LINO-1

PT-3

PT-3

PT-3

106

EXAM ROOM

B-1

LINO-1

PT-3

PT-2

107

EXAM ROOM

B-1

LINO-1

PT-3

108

EXAM ROOM

B-1

LINO-1

PT-3

109

CORRIDOR

B-3

LINO-3

PT-1

BASE

CEILING

N/A

26' AFF

GWB

26' AFF

N/A

ACT

10' AFF

PT-3

B-4

GWB

17' AFF

PT-2

N/A

N/A

ACT

10' AFF

PT-3

PT-3

N/A

N/A

ACT

10' AFF

PT-3

PT-3

PT-2

N/A

N/A

ACT

10' AFF

PT-3

PT-3

PT-2

N/A

N/A

ACT

10' AFF

PT-1

N/A

N/A

ACT

17' AFF

PT-1

PT-1

N/A

GWB

HEIGHT

3 LINO LINO-1

UP

WAITING ROOM

FINISHES LEGEND

PT PT-1

104

7 PT PT-2 LINO LINO-1

WC WC-1

LINO LINO-4

LINO LINO-2 LINO LINO-1

EXAM ROOM

PT PT-2

M1

WC WC-1

106

PT PT-1

LINO LINO-1

CORRIDOR

EXAM ROOM M1

105

8 EXAM ROOM

EXAM ROOM

107

108

LINO LINO-1

WC WC-1 LINO LINO-2

M1

PT PT-1

LINO LINO-1

LINO LINO-4

LINO LINO-3

109

WC WC-1

PT PT-1

M1

M5

9 E

F

G

H

KEY

DESCRIPTION

MANUFACTURER

STYLE

COLOUR

REMARKS

PT-1

INTERIOR PAINT

BENJAMIN MOORE

N/A

BRILLIANT WHITE-OC-150

EGGSHELL FINISH

PT-2

INTERIOR PAINT

BENJAMIN MOORE

N/A

SERENITY 2055-60

EGGSHELL FINISH

PT-3

INTERIOR PAINT

BENJAMIN MOORE

N/A

TUNDRA 2133-70

EGGSHELL FINISH

WC-1

WOOD WALL SYSTEM

ARMSTRONG

CUSTOM COLOUR TO MATCH FLOORING

12" X 96"

LINO-1

LINOLEUM

FORBO FLOORING

MARMOLEUM STRIATO

WHITE WASH 5230

108' X 6.5'

LINO-2

LINOLEUM

FORBO FLOORING

MARMOLEUM PIANO

NORDIC BLUE 3644

108' X 6.5'

LINO-3

LINOLEUM

FORBO FLOORING

MARMOLEUM CONCRETE ORANGE GLOW 3738

108' X 6.5'

LINO-4

LINOLEUM

FORBO FLOORING

MARMOLEUM PIANO

NEPTUNE BLUE 3645

108' X 6.5'

ACT

ACOUSTICAL CEILING TILE

ARMSTRONG CEILINGS

WHITE

24" X 48" X 1"

B-1

WALL BASE

FORBO FLOORING

WALL BASE COLLECTION

ECRU

1/8" X 6" COVE

B-2

WALL BASE

FORBO FLOORING

WALL BASE COLLECTION

MAUI BLUE

1/8" X 6" COVE

B-3

WALL BASE

FORBO FLOORING

WALL BASE COLLECTION

CARIBBEAN

1/8" X 6" COVE

B-4

WALL BASE

FORBO FLOORING

WALL BASE COLLECTION

CONCRETE

1/8" X 6" COVE

WOODWORKS GRILLE #7097BO

LYRA PLANT BASED

J

2 ID 9

E4.0 FINISHES PLAN E4.0 22/03/2020 Author Checker

Project number Date Drawn by Checked by

ID 8 Scale

1/8" = 1'-0"

30/03/2020 12:44:10 AM

PT PT-2

WALLS

FLOOR COVERING INSTALLATION CONTRACTOR SHALL CISITT HTE SITE AND IS RESPONSIBLE FOR ALL MEASURMENTS AND JOB CONDITIONS.

M3

1 ID 9

FLOOR

1.


GENERAL NOTES 1.

2 ID 9

1' - 2"

Level 3 27' - 6" 49' - 5 1/2"

H

G

F

Level 2

CONTRACTOR TO PROVIDE DOUBLE METAL STUDS AT EACH DOOR JAMB AND PLYWOOD ROUGH BUCKS.

4.

LOCATE ALL DOOR JAMBS 6 INCHES FROM CORNER WALL UNLESS OTHERWISE NOTED.

5.

CONTRACTOR TO MAINTAIN CLEAN SITE THROUGHOUT CONSTRUCTION PERIOD ALL DIMENSIONS ARE TENEN FROM PARTITON CENTERLINE.

6.

ANY DISCREPANCIES ERRORS OR OMISSIONS ETC. BETWEEN THESE DREAWINGS AND SITE CONDITIONS SHALL BE REPORTED TO THE DESINGER BEFORE ANY WORKS IS COMMENCED. ANY ADDITIONAL COSTS INCURRED DUE TO PROCEEDING WITHOUT AUTHORIZATION SHELL BE THE RESPONSIBILITY OF THE CONTRACTOR AND THE OWNER.

7.

ALL CONSTRUCTION TO COMPLU WITH MUNICIPAL BY-LAWS AND PROVINCIAL BIULDING CODE. CONTRACTOR TO BE RESPONSIBLE FOR ALTERATIONS AND CHANGES REQUIRED DUE TO NON-CONFORMING CONSTRUCTION PRACTICES AND/ OR PROCEDURES.

8.

REPAIR, PATCH AND MAKE GOOD ALL ADJACENT WALLS AND SURFACES WHERE EXISTING WALLS HAVE BEEN REMOVED.

17' - 6"

23' - 7"

11' - 4 1/2"

25' - 7"

CAFE 101 17' - 6"

26' - 0 1/2"

12' - 1"

8' - 11"

20' - 2"

5' - 6 1/2"

7' - 1"

2' - 6"

3.

E

1' - 0"

J

7' - 6 1/2" 1' - 5 1' 1/2" - 0"

7' - 6 1/2" 1' - 5 1' 1/2" - 0"

2.

Level 1

---

0' - 0"

1

LATITUDINAL 3/16" = 1'-0"

9

8

7

6

5

ANY DISCREPANCEIES BETWEEN THE CHALKED 9. OUT PARTINON LAYONT ON CONCRETE AND THESE DRAWINGS ARE TO BE REPORTED TO THE DESIGNER PRIOR TO THE START OF CONSTRUCTION. 10. CONTRACTOR TO PROVIDE J-MOULD OR ANGLE MOULD ALONG ALL EXPOSED DRYWALL EDGES CEILING REVELASL EXPOSED CORNERS ETC. CONCEAL WITH JOINT COMPOUND. 11.

4 3x

ALL DOORS TO BE SERVICED TO ENSURE THAT THEY CLOSE AND LATCH PROPERLY AND DO NOT RUB. FOR WALL AND FLOOR FINISHES REFER TO FINISH DRAWING AND CORRESPONDING SCHEDULES. NO CORE DRILLING TO BE ALLOWED WITHOUT PRIOR WRITTEN PERMISSION FROM THE ENGINEER.

3 1

1' - 5 1' 1/2" - 0"

ID 9

12' - 6"

11' - 0"

5' - 5"

6' - 0 1/2"1' - 11 1/2"

25' - 11 1/2"

13' - 2"

10' - 6 1/2"

27' - 6"

22' - 8"

Level 2

?

108

105

?

109

5' - 0"

3' - 0"

WAITING ROOM 104

---

28' - 6"

CAFE 101

Level 1 0' - 0"

E4.0 INTERIOR SECTIONS E4.0 22/03/2020 Author Checker

Project number

2

LONGITUDINAL 3/16" = 1'-0"

Date Drawn by Checked by

ID 9 Scale

3/16" = 1'-0"

30/03/2020 12:44:17 AM

EXAM ROOM

5' - 7 1/2"

1' - 3 1/2" 6' - 10 1/2" 1' - 9 1/2"

5' - 0" 4' - 0"

16' - 0"

CORRIDOR

EXAM ROOM

26' - 0 1/2"

17' - 6"

8' - 9 1/2"

8' - 6"

1' - 0"

6' - 7 1/2"

Level 3


1

3

3x 4

ID 9

33' - 0"

5

E

27' - 6"

1 ID 11.1

Level 2

ID 11.2

7' - 0"

0' - 11"

17' - 6"

18' - 6"

2

8' - 8"

5' - 10 1/2"

11' - 6"

27' - 6"

17' - 6"

17' - 6"

14' - 1"

Level 2

17' - 6"

8' - 10"

8' - 2 1/2"

1' - 0"

1' - 0"

1' - 0"

17' - 6"

10' - 7"

6' - 8"

Level 3

6' - 5"

Level 2

Level 1

Level 1

Level 1

0' - 0"

0' - 0"

0' - 0"

2' - 6"

3' - 5"

1

22' - 8" 7' - 0"

RECEPTION WEST

2

1/4" = 1'-0"

1' - 0"

13' - 3"

1' - 0"

5' - 0"

9' - 0"

6

7' - 0"

2' - 6 1/2" 1' - 5 1/2" 1' - 0"

1' - 0"

0' - 6"

RECEPTION NORTH

3

1/4" = 1'-0"

CAFE EAST 1/4" = 1'-0"

2

27' - 6"

24' - 4 1/2"

G

H

J

26' - 0 1/2"

0' - 3 1/2"

2' - 7"

J

G

F

17' - 6"

17' - 6"

1

SNACK AND BEVERAGE REFRIGERATORS

STEELCASE VICTOR 2 TRASH RECEPTACLE CUSTOM DINING TABLE

ID 11.2

SNACK AND BEVERAGE REFREGERATORS

ARMSTRONG WOODWORKS ACOUSTICAL WALL SYSTEM

E4.0 7' - 1"

6' - 10" 1' - 4"

4' - 2"

H

Level 2

1 ID 11.2

20' - 11"

Level 2

ARMSTONG WOODWORKS WALL SYSTEM

KNOLL CHILDS TABLE AND CHAIRS

27' - 6"

10' - 5"

F 19' - 2 1/2"

E

26' - 0 1/2"

18' - 4 1/2"

28' - 6"

6' - 4 1/2"

8' - 6 1/2"

0' - 6 1/2"

Level 3

INTERIOR ELEVATIONS

STEELCASE CAMPFIRE ROUND TABLE

Level 1

Level 1

0' - 0"

0' - 0"

E4.0 22/03/2020 ERIN ZAIBA MIAN

Project number Date Drawn by Checked by

4

CAFE NORTH 1/4" = 1'-0"

5

CAFE SOUTH

ID 10

1/4" = 1'-0" Scale

1/4" = 1'-0"

30/03/2020 12:44:26 AM

Level 3

1' - 5 1/2" 1' - 0"

1' - 5 1/2" 1' - 0"

1' - 5 1/2" 1' - 0"

ID 9


1

4 3x

3

ID 9

22' - 8" 1' - 0"

10' - 6 1/2"

Level 3 27' - 6"

5

6

7

1' - 0" 1' - 0"

9' - 0"

CEILING SUSPENDED PENDENT FIXTURES.

Level 2 17' - 6"

Level 2 17' - 6" 29' - 0 1/2"

14' - 4"

9' - 0"

11' - 5 1/2"

5' - 11 1/2" 2' - 6 1/2"

8' - 4"

9' - 0"

5' - 0"

PUCCA POUF

5' - 0"

LOTUS DINING TABLE

10' - 6 1/2"

4' - 6" 17' - 6"

6' - 3 1/2"

6' - 6 1/2"

17' - 6"

2' - 4 1/2"

6' - 6"

3' - 6"

4' - 2"

BANQUETTE SEAT STEELCASE MOVE CHAIR

Level 1

Level 1

0' - 0"

0' - 0"

CAFE WEST

1

2

1/4" = 1'-0"

WAITING EAST 1/4" = 1'-0"

2 ID 9

H

G

F

6

5

E 1' - 0"

1' - 0"

7

Level 2 17' - 6"

Level 2 17' - 6" 1' - 30'1/2" - 10" 5' - 1 1/2"

43' - 11 1/2" 33' - 11"

6' - 3"

6' - 3"

7' - 11"

13' - 0"

10' - 1" ARMSTRONG WOODWORKS ACOUSTICAL WALL SYSTEM

1' - 8"

6' - 8 1/2"

5' - 1"

2' - 0"

0' - 10" 2' - 3 1/2"

9' - 0 1/2"

LOGO OF ACYLIC MATERIAL TO MATCH OFFICIAL FONT

STEELCASE REGARD FURNITURE SYSTEM

Level 1 0' - 0"

3' - 11"

3' - 0 1/2"

2' - 4 1/2"

4' - 10"

EXISTING RAMP TO REMAIN AND MAKE GOOD

3' - 5 1/2"

STEELCASE REFARD FURNITURE SYSTEM

4' - 6"

EXISTING RAMP TO REMAIN AND MAKE GOOD

E4.0 INTERIOR ELEVATIONS

Level 1 0' - 0"

E4.0 22/03/2020 Author Checker

Project number

3

WAITING SOUTH 1/4" = 1'-0"

4

WAITING WEST 1/4" = 1'-0"

Date Drawn by Checked by

ID 10.1 Scale

1/4" = 1'-0"

30/03/2020 12:46:05 AM

4' - 7"

9' - 3 1/2"

9' - 7"

GLASS PANEL PARTITION

17' - 6"

17' - 6"

GLASS PANEL PARTION


8

8 2 2

ID 9

ID 9

Level 2

Level 2

Level 2

Level 2

17' - 6"

17' - 6"

17' - 6"

17' - 6"

15' - 11"

ACOUSTICAL CEILING

10' - 6 1/2"

HAND WASHING SINK

Level 1

EXAM ROOM EAST

2

1/4" = 1'-0"

WALL MOUNTED EXAM TOOLS

EXAM TABLE

Level 1

1' - 9"

0' - 0"

EXAM ROOM NORTH 3

1/4" = 1'-0"

8

STEELCASE FOLIO CASEGOODS

10' - 0"

STEELCASE SURROND SOFA

2' - 10"

STEELCASE FOLIO

5' - 5"

2' - 9"

10' - 0"

ACOUSTICAL CEILING

0' - 0"

1

6' - 2 1/2"

ACOUSTICAL CEILING

2' - 10" 2' - 4 1/2"2' - 0" 2' - 9 1/2"

ACOUSTICAL CEILING

STEELCASE SURROND SOFA

5' - 5 1/2"

2' - 1' 1" - 1 1' 1/2" - 0"

1' - 2"1' - 7"

6' - 5"

1' - 41'1/2" - 5 1/2"

3' - 3"

10' - 0 1/2"

2' - 1"

11' - 8"

WALLMOUNTED EXAM TOOLS

HAND WASHING SINK

1/4" = 1'-0"

PEDIATRIC EXAM TABLE WITH SCALE STEELCASE SURROUND SOFA

Level 1 0' - 0"

EXAM ROOM WEST

STEELCASE NODE CHAIR WITH WORKSURFACE

4

EXAM TABLE

Level 1 0' - 0"

EXAM ROOM SOUTH 1/4" = 1'-0"

9

Level 2 17' - 6"

6' - 3"

7' - 6"

21' - 8 1/2"

109

0' - 2"

30' - 4 1/2"

E4.0 INTERIOR ELEVATIONS

1' - 4"

Level 1 EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

0' - 0"

3' - 6"

E4.0 22/03/2020 Author Checker

Project number Date Drawn by

5

CORRIDOR SEATING

Checked by

ID 10.2

1/4" = 1'-0" Scale

1/4" = 1'-0"

30/03/2020 12:46:11 AM

10' - 0"

5' - 0"

CORRIDOR

4' - 0"

BENCH AND WORKSURFACE

0' - 2" 2' - 1" 0' - 2 1/2"

17' - 6"

5' - 1 1/2"

8' - 6"

40' - 6 1/2"


4 ID 11

5 5 2 4

ACCESSIBLE HEIGHT SURFACE

11' - 1 1/2"

ID 11

ID 10

1 3

ID 11 10 5 ID 11

0' - 1"

0' - 11"

0' - 1" 0' - 10" 0' - 1" 2' - 5"

3' - 5"

3' - 5"

2' - 6"

0' - 1" 2' - 5"

3' - 1 1/2"

0' - 11"

0' - 10"

11' - 2" STANDING HEIGHT SURFACE

8' - 0 1/2"

2' - 6"

5 ID 11

Level 1

Level 1

0' - 0"

0' - 0"

2 ID 11

E

1

RECEPTION DESK PLAN

2

1/2" = 1'-0"

RECEPTION DESK SIDE

3

3/4" = 1'-0"

RECEPTION DESK FRONT 3/4" = 1'-0"

5 ID 11

4 ID 11

4' - 11"

0' - 1"

8' - 0 1/2"

7' - 10"

3' - 4"

2' - 5"

3' - 5"

4' - 7 1/2"

Level 1

Level 1

0' - 0"

0' - 0"

4

DESK LATITUDINAL 3/4" = 1'-0"

5

DESK LONGITUDINAL

RECEPTION DETAILS

3/4" = 1'-0" E4.0 22/03/2020 Author Checker

Project number Date Drawn by Checked by

ID 11 Scale

As indicated

30/03/2020 12:46:13 AM

E4.0


1

3

3x

ID 9

4

3

J 21' - 4" 1 ID 11.1

4' - 4"

2' - 10"

1' - 1 1/2"

2' - 0"

1' - 4"

1' - 4"

1' - 4"

1' - 8"

1' - 8"

1' - 8"

Level 2

17' - 6"

17' - 6"

EXTERIOR WALL

5' - 8"

WALL COVERING ONE: ARMSTRONG WOODWORKS ACOUSTICAL WALL SYSTEM

WALL COVERING ONE: ARMSRONG WOODWORKS ACOUSTICAL WALL SYSTEM

2' - 7" 3

10' - 5 1/2"

ID 11.1

2' - 0 1/2"

Level 2

ARMSTRONG WOODWORKS ACOUSTICAL WALL SYSTEM

0' - 3"

4' - 9"

18' - 8"

DRYWALL PAINTED WHITE (PT-1) ATTATCHED TO ACOUSTIC WOOD WALL

1 ID 11.1

1

0' - 4"

WHTE LAMINATE ENCASEMENT PANEL

WHITE LAMINTATE ENCASEMENT PANELS

Level 1 0' - 0"

0' - 1"

2' - 6" WHITE LAMINATE ENCASEMENT TOP PANEL

2' - 5"

3' - 11"

0' - 4" 0' - 4"

0' - 6"

1' - 0 1/2"

3' - 11"

0' - 4" 0' - 10" 1' - 0 1/2" 0' - 4"0' - 4" 0' - 1"

0' - 6"

2' - 7"

3' - 11"

2' - 0 1/2" 0'0'- -3"70'1/2" - 7 1/2" 0' - 11"

2' - 1 1/2"0' - 5 1/2" 1' - 11"

1' - 3" 1' - 4 1/2" 1' - 0" 1' - 11 1/2"0' - 11 1/2"

2' - 3 1/2" 4' - 8 1/2"

7' - 1"

REFTIGERATORS FOR PREMADE SNACKS

2' - 1"

1' - 3" 1' - 4 1/2" 1' - 0" 1' - 0"

0' - 3" REFRIGERATOR FOR BEVERAGES

0' - 6"

0' - 1"

18' - 2 1/2"

ID 9

DRYWALL PAINTED WHITE ATTATEHED TO WOOD ACOUSTICAL WALL

REFRIGERATOR COMPONENT SHELVING

Level 1 0' - 0"

J

1/2" = 1'-0"

3

CAFE ELEVATION 1/2" = 1'-0"

1

CAFE SECTION 1/2" = 1'-0"

E4.0 CAFE DETAILS E4.0 22/03/2020 Author Checker

Project number Date Drawn by Checked by

ID 11.1 Scale

1/2" = 1'-0"

30/03/2020 12:46:16 AM

2

CAFE MILLWORK


1

H

ID 11.2

1 ID 11.2

0' - 3"

8' - 0"

SOLID SUFACE ACRYLIC

0' - 5"

3' - 0 1/2"

0' - 5"

2' - 0 1/2"

2' - 1"

2' - 0 1/2"

8' - 0"

SOLID ACYLIC TABLE LEG

Level 1

11' - 10"

0' - 0"

1

2 ID 11.2

2

ID 9

TABLE SIDE 3/4" = 1'-0"

1 ID 11.1

2 ID 11.2

11' - 10" 0' - 3"

11' - 4"

0' - 3"

10' - 0"

2' - 1"

2' - 4"

0' - 3"

H

Level 1 0' - 0"

3/4" = 1'-0"

1

TABLE FRONT 3/4" = 1'-0"

E4.0 DINING TABLE DETAILS E4.0 22/03/2020 Author Checker

Project number Date Drawn by Checked by

ID 11.2 Scale

3/4" = 1'-0"

30/03/2020 12:46:18 AM

3

Level 1 - Callout 1


technical analysis

64


E3.0 Technical Analysis: Building Code System, Sustainable Strategies, and Acoustics


Erin Fleming INTD4500- Winter 2020 Contents: BUILDING CODE SYSTEM OBC Matrix BCIN Analysis Annotated Drawings Life safety plan

SUSTAINABLE STRATEGIES Strategy Descriptions LEED Checklist Annotated drawings

ACOUSTIC CONSIDERATIONS

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Erin Fleming INTD4500- Winter 2020

3


Code Topic

Reference

Notes pertaining to Project

Erin Fleming Determine Tenancy INTD4500- Winter 2020

Single Tenancy- Satellite Medical office for Sick Kids Hematology patients ( ages 0 yrs to 18 yrs) who are not in medical distress. Facility for routine visits and treatments only.

Occupancy Classification

3.1.3.1

MAJOR: Group D- Business and personal Service occupancies medical Offices

Occupant load 3.1.17.1

3.1.17.1

D: 1704/9.3 m2 per person =183 TOTAL= 183 persons

Combustible and non 3.2.2.56(2) combustible construction

3.2.2.56 (2) Group D up to 2 storeys, Sprinklered -The building referred to in Sentence (1) is permitted to be of combustible construction or noncombustible construction used singly or in combination. The existing building is of non combustible construction.

Floor assemblies

3.2.2.56 (2) (a)

floor assemblies shall be fire separations

loadbearing walls

3.2.2.56 (2) (b)

loadbearing walls, columns and arches supporting an assembly required to have a fire-resistance rating shall, (i)

have a fire-resistance rating not less than 45 min, or

(ii)

be of noncombustible construction

Fire alarm and detection systems

3.2.4.1 (2)

a fire alarm system shall be installed in a building that contains, (e) an occupant load more than 150 above or below the first storey, other than in open air seating areas.

streets

3.2.2.10

A building is considered to face three streets provided not less than 75% of the building perimeter is located within 15 m of the street or streets. This building faces 3 streets.

Unprotected openings

Table 3.2.3.1 D

This project has proposed no new openings, However according to the reference, the southern exterior wall facing Lakeshore Blvd W. can have a maximum of 100% of its building face be unprotected openings because it is

4


Erin Fleming INTD4500- Winter 2020 a total area of 172.49 sq meters and 9 meters from the street centerline. Both the east and west-facing exterior walls are 14 meters from the street centerline; therefore, they may have 100% unprotected openings. The north-facing faรงade is less than 1 m from the property line and is permitted to have 0% unprotected openings. Standpipe systems

3.2.9.1

Except as provided in Sentences (4) to (7), a standpipe system shall be installed in every building that, (c) is not more than 14 m high measured between grade and the ceiling of the top storey but has a building area exceeding the area shown in Table 3.2.9.1. for the applicable building height if the building is not sprinklered. -Our building area exceeds 3000 m2 with 2 storeys.(Table 3.2.9.1) Therefore requires a standpipe

Distance between exits

3.4.2.3(1)

Except as provided in Sentence (2), the least distance between two required exits from a floor area shall be, (a) one-half the maximum diagonal dimension of the floor area, but need not be more than 9 m for a floor area having a public corridor,

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Erin Fleming INTD4500- Winter 2020 Travel Distance

3.4.2.4

for the purposes of this Subsection, travel distance means the distance from any point in the floor area to an exit measured along the path of travel to the exit. - The travel distance is the distance measured along the path of travel to an exit From any point withing a floor area and is measured along the line of pedestrian travel.

Exit Width

3.4.3.2

Except as permitted by Sentence (3), the minimum aggregate required width of exits serving floor areas intended for assembly occupancies, residential occupancies, business and personal services occupancies, mercantile occupancies, and industrial occupancies shall be determined by multiplying the occupant load of the area served by, (a) 6.1 mm per person for ramps with a slope of not more than 1 in 8, doorways, corridors and passageways,

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Erin Fleming INTD4500- Winter 2020 Slip resistance of ramps

3.4.6.1

The surfaces of ramps, landings and treads, (a) shall have a finish that is slip-resistant, and (b) if accessible to the public, shall have either a colour contrast or a distinctive pattern to demarcate the leading edge of the tread and the leading edge of the landing, as well as the beginning and end of a ramp

Dimensions of landings

3.4.6.4

3.4.6.4. Dimensions of Landings (1) Except as provided by Sentence (4), the length and width of a landing shall be at least the width of the stairway or ramp in which it occurs, except that in a straight run the length of the landing need not be more than 1 100 mm. – so the length of the landing must be at least equal to the width of its ramp

Ramp Slope

3.4.6.7

Except as required for aisles by Article 3.3.2.4., the maximum slope of a ramp shall be, (c) 1 in 8 in any other floor area, ( that is not assembly occupancy, care or detention occupancy, industrial occupancy, mercantile occupancy or residential occupancy)

Plumbing Facilities

7


Erin Fleming INTD4500- Winter 2020 Plumbing fixtures general

3.7.4.2

3.7.4.2. Plumbing Fixtures, General (1) For the purposes of this Subsection, the occupant load shall be determined in accordance with the provisions in Subsection 3.1.17. except that in a Group D occupancy, the area per person shall be 14 m2.

Plumbing fixtures for business and personal service occupancies

Table 3.7.4.7

The total occupant load of this building is 179 persons. 183/2= to 91.6 so 91 persons of each sex. The table required 5 water closets for each sex.

Medical Gas piping

3.7.5.2

All medical gas piping systems shall be designed, constructed, installed and tested in conformance with CAN/CSA- Z7396.1, “Medical Gas Piping Systems - Part 1: Pipelines for Medical Gases and Vacuum�.

8


X-ray shielding Erin Fleming

3.7.5.3(1)

INTD4500- Winter 2020

Every installation of an x-ray machine or of x-ray equipment in a building shall be shielded to protect any person who could be exposed to radiation inside and outside the building.

Barrier Free Design Min # of Barrier free entrances

Table 3..8.1.2

There are 3 pedestrian entrances to the building there for one of them must be barrier free.

Barrier free path of travel

3.8.1.3

1) Except as required in Sentence (4) and except as permitted in Subsection 3.8.3., every barrierfree path of travel shall provide an unobstructed width of at least 1 100 mm for the passage of wheelchairs.

Barrier free paths of travel shall include ramps to overcome a difference in level

Barrier free washroom

3.8.2.1

1 barrier free washroom should be provided within a 45m distance on each floor of the building.

Hazard index

11.2.1.1 J

The site is 1703.9 m2 and less than haematology storeys in height which qualifies it as a large building according “NOTES to Table 11.2.1.1 J� Table 11.2.1.1 j Item 21 identifies this building to have a hazard index of 5.

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Erin Fleming INTD4500- Winter 2020

SUSTAINABLE STRATEGIES STRATEGY DESCRIPTIONS The construction and design process of Sick Kids Hematology Clinic at 3120 Lakeshore Blvd. W. will employ a series of sustainable measures to ensure the health, safety and overall wellbeing of the occupants, neighbourhood and site. The below outlines key sustainability considerations that directly relate to the LEED Building Green Building Rating System and the WELL Building Rating System.

LOCATION AND TRANSPORTATION •

Access to quality transit- both functional entrances to the building are within a 400-meter walking distance to the Toronto transit commission ( TTC) planned bus route #44, #145 and #944, and to the TTC streetcar route numbers 501,508 and 301. Bicycle Facilitieso Long term bicycle storage will be provided for 2.5% of the building occupants. o Bicycle storage will be located within 180 metres of the functional entrance. Green Vehicles- Electrical vehicle supply equipment will account for 2% of all parking spaces on site.

WATER EFFICIENCY • •

Outdoor water use reduction- No irrigation system is required on the landscape of the site. Indoor water use reductiono Appliance and process water use-commercial clothes washers shall be of ENERGY STAR performance level, no once through cooling with potable water for any equipment or appliances that reject heat will be used. o Toilets shall consume 1.6 gallons per flush (gpf) or less, urinals shall consume 1gpf or less, public lavatory faucets shall consume a maximum of 0.5 gallons per minute at 60 pounds per square inch (psi) and private lavatory faucets shall consume at maximum 2.2 gsm at 80 psi. o All the fixtures listed above shall be WaterSense labelled. o The sterilization lab shall be equipped with a reverse osmosis water purifier with at least 75% recovery. 10


Erin Fleming INTD4500- Winter 2020 o

The X-ray processor shall have a water recycling unit.

ENERGY AND ATMOSPHERE •

• •

Optimize Energy Performance- Sick Kids hematology clinic shall improve energy performance by 28%. Additionally, HVAC-related strategies, load reduction and passive measures will be measured and analysed. Efficiency measures will be analysed during the design process and contribute to design decision making. Renewable Energy Production- The project shall use tenant renewable energy systems to offset the projects energy costs of up to 5%. Green Power and Carbon Offsets- this facility shall hold a contract with qualified sources that specify 100% of this building's power comes from green power.

MATERIALS AND RESOURCES • •

• •

Storage and Collection of Recyclables- Dedicated receptacles are provided and accessible to waste haulers and building occupants. Construction and Demolition waste Management Planning- a construction and demolition waste management plan has been developed and implemented for this project. Long-Term Commitment- the occupant will remain in this location for at least 10 years. Interiors Life-Cycle Impact Reductiono Interior Reuse- The existing sheet metal covering the façade of the building shall be reused on the interior in various ways including as privacy screens, wall coverings and storage compartment materials. o Design for Flexibility- At least 50% of nonstuctural materials shall be reusable or recyclable as defined by the Federal Trade Commission Guide for Use of Environmental Marketing Claims,260.12. Flexible power distribution systems shall be implemented for at least 50% of the project floor area. A flexible lighting control system with plug and play components with plug and play components will account for 50% of the lighting load. Building Product Disclosure and Optimization-Sourcing of Raw Materials: Leadership Extraction Practices- At least 75% of flooring specified in this project is Forbo’s Marmoleom flooring which is a bio based material.

INDOOR ENVIRONMENTAL QUALITY •

Environmental Tobacco Smoke Control- This project is located in a building that prohibits smoking by all occupants both inside the building and outside the building. Low-Emitting Materials11


Erin Fleming INTD4500- Winter 2020 o

• •

90% of paints and Interior adhesives shall meet General Emissions evaluation standards for wet applied products o 100% of flooring materials, composite woods, ceilings, walls, themal and acoustic insulation materials shall meet general emissions evaluation standards. Construction Indoor Air Quality Management Plan- An indoor air quality plan shall be developed and implemented for the construction and preoccupancy phases of the building. Thermal comfort- Thermal comfort Control- individual thermal comfort controls are provided for at least 50% individual occupant spaces and group thermal controls for all shared, multi-occupant spaces. Interior Lightingo Lighting control- 90% of individual lighting spaces shall have personal lighting controls to best suit the users various tasks. o Lighting quality- light fixtures shall have a luminance of less than 2,500 cd/m2 between 45 and 90 degrees nadir. Light sources with a cri of 80 or higher shall be used. Less than 25% of the project uses direct only overhead lighting. For at least 90% of the floor area 85% of ceilings, 60% of walls and 25% of floors meet or exceed area weighted average surface reflectance standards. Daylight-75% of the regularly occupied floor area shall receive either direct sunlight or diffused sky light on clear sky conditions. Quality Views- A direct line of site to the outdoors is provided via vision glazing for at least 75% of regularly occupied floor area with no obstructions. Additionally, multiple lines of sig tot flora fauna, sky, movement and objects over 25 feet away are provided. Acoustic Performanceo HVAC Background Noise- HVAC noise shall be a maximum STCc rating of 50 in hallways and corridors, and 45 in all other areas.

GALVINS SIX PRINCIPLES OF SUSTAINABILITY 1. SOCIAL SUSTAINABILITY: the space should be able to support a variety of social needs. There are social zones incorporated in and around the medical and office zones in the floorplan. 1) The infusion clinic has a games room where patients receiving treatment can socialize and game together. 2) The café, reception and Waiting area at the plans entrance is centrally located in the building for easy access from any point.3) The staff room is located centrally and apart from the public and patient realm of the building, thus enhancing the staffs work environment. And 4) there are seating areas located in corridors and halls for alternative and casual social interactions.

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Erin Fleming INTD4500- Winter 2020 2. FUNCTIONAL SUSTAINABILITY: Built-in flexibility- The open concept of the Café and reception areas allow them to be transformed for community use outside of clinic hours for community education sessions on blood disorders and pediatric care. It can also be used for after school activities by the New Toronto neighbourhood community.

3. ENVIRONMENTAL SUSTAINABILITY: The act of Climate Resilience- The location of the new clinic was chosen specifically for its location. 3120 Lakeshore Blvd. West is along multiple Toronto Transit Commision routes that operate on a daily basis including streetcars and buses that have night routes. Access to public transit allows regular occupants such as staff to refrain from driving cars and emmiting harmful gases into the atmosphere. Additionally, three faces of the building have existing large windows that allow plenty of natural light to penetrate the interior space. The south façade in particular has views to Colonel Samuel Smith Park. Finally the new design specifies materials and finishes that contribute to green building standards. They have a low toxicity, zero VOC off-gassing and are of at least 30% recycled material content. 4. FINANCIAL SUSTAINABILITY: The new design proposes to enhance financial sustainability by minimizing costs in building mechanics. According to the OBC the west south and east building faces are permitted to have full height glazing. Which would significantly enhance the aesthetic of the building and increase the amount of light coming in to the space. The decision to maintain the existing brick façade was made to maximize the insulation factor of the building shell. Glazing has very low insulation qualities and thus causes for more energy being used to heat and cool the building and regulate the internal temperature. The brick building façade will help to keep energy costs low. 5. POLITICAL SUSTAINABILITY: There must be an active need for spaces such as this to continue to exist. Sick Kids is a teaching hospital. There fore there needs to be a safe space where medical students can work alongside professionals to gain real world experience. This clinic is designed as an environment where learning is encouraged. Its comfortable aesthetic removes nervous and serios pressures from the space and encourages friendly supportive interactions. 6. AESTHETIC SUSTAINABILITY: A design that continues to serve- The new clinic has been designed with biophilia and family values in mind. This is a space that is intended to be occupied by a demographic of varying ages. The neutral tones and cool blue colors promote a calm nurturing environment suitable for

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Erin Fleming INTD4500- Winter 2020 healthcare. The blues are accompanied by bright orange to give the space energy that reflects the cheerful characteristics of its main users, children.

ACOUSTIC CONSIDERATIONS

The acoustical qualities of a space contribute to the patients comfort and ability to heal. It is imperative that designers consider the acoustical qualities of the materials and finishes selected in a project. Sound is defined as a vibration that passes through space in the form of a wave, and passes through a solid liquid or gas. The building code specifies a certain sound transmission class (STC) to certain partition types to protect building users from experiencing sound pollution. The STC rating is a number used to rate the transmission loss of various building materials. The higher the STC the better the barrier is at stopping sound from passing through it. (Fundamentals of Sound). Sound absorption is a common tool interior designers use to control the acoustical qualities of an interior space. The absorption of a material is the ratio of the sound intensity absorbed by the material to the initial intensity impacting the material. In general materials with a low coefficient are reflective of sound and do not absorb much, hardwood and porcelain tile for example. Materials like textiles, carpet and felt have much higher coefficient and thus absorb more sound in the environment.

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Erin Fleming INTD4500- Winter 2020

KEY AREA: CAFÉ ATRIUM The café is a spacious and social area withing the clinic and has a particularly large spatial volume. The acoustics in this area are especially in need of control because it is adjacent to the infusion clinic which accommodates long term patient treatments.

RCP CAFÉ NTS

Typical steel stud ceiling assembly Steel suspension beam Suspension hanger device 8” Acoustic felt panel, ¾” thick Detail assembly of Armstrong Ceilings Feltworks Blades to ceiling NTS

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Erin Fleming INTD4500- Winter 2020 Sound Behavior diagrams

-Sound gets reflected off of wall surface and again off of the ceiling causing an echo at the ground level -small amount of sound is absorbed by the gypsum board and the insulation within the typical partition assembly

-Sound gets reflected off wall surface - the soft felt surface absorbs much of the sound and diffuses remaining sound so that it is not re-reflected to create an echo.

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design drawings

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Floorplan Scale 1/16"=1'-0"

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ceiling plan Scale 1/16"=1'-0"

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section Scale 1/16"=1'-0"

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section Scale 1/16"=1'-0"

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LOBBY

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WAITING ROOM CONFIGURATIONS

Standard -Designed to eliminate the feel of a typical clinic waiting room. This space offers a variety of sitting arrangements for a range of ages.

Information Session -After clinic hours this space tansforms into an area where the community can be educated on various hematological illnesses, treatments and current research news.

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After School Activities -This facility lends itself well to the use of the community. The space can be used outside of clinic hours to host activities for the children who reside in the New Toronto Neighborhood.


WAITING ROOM

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CAFE

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Cafe

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infusion center

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infusion center

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Materials

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mentor log

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*Due to Covid-19 pandemic of 2020 mentor Daniel Norwood was unable to sign off on meetings.*

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