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VICTORIA BUILDING Comprehensive and Integrated Building Analysis (Building Codes & Regulations, Materials & Methods, Revit) 285 VICTORIA STREET, TORONTO, ON M5B 1W1

Victoria Building Final Presentation

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Page 1: Victoria Building Final Presentation

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Comprehensive and Integrated Building Analysis(Building Codes & Regulations, Materials & Methods, Revit)

285

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TEAM M

EMBERS

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Riddhi DesaiProject Manager

Ghazal FatehOntario Building Codesand Regulations

Ryerson UniversityIPLAN Cohort 11

Group 2

Page 3: Victoria Building Final Presentation

OVERVIEW

Assigned Building: Victoria (Formerly regional office of the O’Keefe breweries bottling plant for eighteen years & faculty of Business building for thirty nine years)

Address: 285 Victoria Street Built: c1946 – 1948 (O'Keefe

Breweries bottling plant) Architectural draftsman &

designer: Alexander M. Dremin Major Renovation: 1967 (Faculty

of Business building) by R.G.Watson Co. Ltd. Consulting Engineering

Building Type: Administrative and Educational

Building Area: 1483 sq.m. Storeys: Eight

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The O’Keefe Brewery O’Keefe Breweries bottling plant

Victoria building

RIC Ryerson

Image CentreThe

G.Raymond Chang

School

Toronto Public Health

Cineplex Cinema

First Evangelical

Lutheran Church

Page 4: Victoria Building Final Presentation

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Overview

OBC Map: Division A, Part 1 articles 1.1.2.1.  &1.1.2.2.  &1.1.2.3.  &1.1.2.5. The following parts of OBC are applicable to the building: Division B parts 1,4, 5, 6, 7, 8, 11,12 and 3

Major Occupancy: A2 - Assembly, Group 2 (Division B, Article 2.1.2.1.)

Subsidiary Occupancy: D - Business & Personal Services (Division B, Article 2.1.2.1.)

Building Area: 1483 m2 (Division A, Part 1, Article 1.4.1.2.)

Building Height: 8 storeys (Division A, Part 1, Article 1.4.1.2.) Type of Construction :Non-Combustible Sprinklered : No (Basement is sprinklered

)

The Victoria Building was constructed in 1946 based on the first National Code of Canada (1941).

Building renovation for change of use was accomplished in accordance with the first Canadian National Fire Code (1963) in 1966.

Historical Editions of the National Construction Codes (1941-1998)

Compliance and General

Page 5: Victoria Building Final Presentation

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› Previous Building, Compliance(Based on Part 11)

Major Occupancy Division B Article

3.2.2.23.A2, Any Height, Any Area,

Sprinklered, Noncombustible

Subsidiary Occupancy Division B Article

3.2.2.49.  D, Any Height, Any Area,

Noncombustible

Building Classification

Fire Resistance Rating of Previous BuildingBasement=

2h Floors= 2h Roof= 1h

Construction Index (CI) =7 , Non-CombustibleOccupancy and Hazard Index (HI)

Pervious : (F2) Current : (A2)Basement -

2th 3th - 8th Basement - 6th 7th - 8th

F2, HI=5 D, HI=6 A2, HI=7 D, HI=6Occupancy load =1715 Occupancy load =2976

Conclusion: Reduction in Performance LevelDivision B, 11.4.2.3.(1).Increasing occupancy

>15%Change of major

occupancy

Early warning and evacuation systems

required -Table 11.4.3.3.

Division B, Article11.4.3.1. (CI=HI) No upgrade required

Division B, Article 11.3.2.1.

Extended portion shall comply with all other parts

› Addition, Compliance (Based on Part 3)

Addition

Previous Building

Page 6: Victoria Building Final Presentation

Fire Separations and Fire Resistance Rating

EL %UPO FR Cladding Construction Permitted UPO m2

Existing UPO m2

N 0 1h NC NC 0 0S 0 1H NC NC 0 0W 14 1h NC NC/C 253.4 x 2 288.5

E1 6 1h NC NC 105 x 2335.2

E2 19 1h NC NC/C 108 X 2

FS location FRR Reference (Division B)

Closure FPR (Division B, 3.1.8.4.)

a Basement 2h 3.2.1.4. & 3.2.1.5. & 3.2.2.23.(2) -

b Floors 2 h 3.2.2.23.(2) & 3.2.2.49.(2) -

c Load Barring Walls& Column 2 h 3.2.2.23.(2) &

3.2.2.49.(2) 1.5 h

d Roof 1 h 3.2.2.49.(2) -e Exit Shaft 2 h 3.4.4.1.(1) 1.5 h

f Elevator Shaft 1.5 h 3.5.3.1.(1) 1 h

g vertical Shaft 1 h 3.6.3.1.(1) 45 minService Rooms 1 h 3.6.2.1.(1) 45 min

Electrical Equipment Vaults 2 h 3.6.2.7.(10) 1.5 h

Emergency Power Installations 1h 3.6.2.8.(1)(a) 45 minJanitors’ Room 1h 3.3.1.20.(1) 45 min

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Spatial Separation and Exposure Protection Division B, Clause 3.2.3.1.(11): Limiting distance is

permitted to increase Division B, Article 3.2.3.12: UPO% is permitted to be

doubled since the openings are glazed with glass block

a

b

c

g

e

f

d

WESTUPO=14%

EAST

UPO=19% &6%

All of the above complies

All of the above complies

FRR=1h

FRR=1h

FRR=1h

FRR=1h

E1E2

Page 7: Victoria Building Final Presentation

Provisions for Firefighting Division B Clause 3.2.4.1.(2). Fire alarm and detection systems have been installed. Division B, Articles 3.2.5.1. Direct access to above grade storeys for firefighting has been provided. Division B, Articles 3.2.5.2. Direct access to basement is not required as basement is sprinklered. Division B, Articles 3.2.5.3. Direct roof access has been provided from the floor area immediately

below by stairs. Occupant Load: Above 1st Floor = 2378 Person Total = 2976 Person Division B, Clause 3.2.6.1.(1). The building is not considered as a high building

Total occupant load above 1st Floor = 2378 ÷ (1.8 x 6.60 m) = 200 < 300(1.8 x all exit stair width in meters)

Division B, Article 3.2.7.3. Supported by emergency power supply for lighting (at least 30 minutes). Division B, Clause 3.2.9.1. Standpipe system has been provided

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Hydrants

Fire Access Route

Fire Department Connection

The G.Raymond Chang School

Toronto Public Health

RIC Ryerson Image Centre

First Evangelical Lutheran Church

RGK Entertainment Group

285 Victoria Street

Dund

as S

tree

t Eas

tVictoria Lane Street

All of the above complies

Cineplex Cinema

Page 8: Victoria Building Final Presentation

Safety within Floor Areas VI

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Occupancy Max Occupancy Load Per Floor

Min Access to Exit Width Per Each Exit

Existing Access to Exit Width

A2 485(2rd Floor) 1476 mm Min 2400 mm-

Max 4800 mm

D 169 (7rd Floor) 1100 mm Min 1100 mm

Division B, Article 3.3.1.3. Two points of egress are provided for each floor

Division B, Article 3.3.1.5. and Article 3.3.1.6. Determination of travel distance within rooms

Division B, Articles 3.3.1.16. Determination of capacity of access to exit

Division B, Articles 3.4.3.2. Determination of exit width

required: 485 x 9.2 = 4,462 mm Existing: 3600 mm (Exit 1) + 3000 mm (Exit 2)= 6600mm

EXIT

EXIT

EXIT

STA

IRS

EXIT

STA

IRS

Occupancy

TD (Rooms) TD(Floor)

OneEgress

Max Existing

Tow Egress

Max Existing

TwoEgress

Max Existing

A2 (NS) 15 m 15 m 30 m 25 m 30 m 28 m

A2 (S) 25 m 18 m 45 m 24 m 45 m 29 m

D (NS) 25 m 8 m 40 m 10 m 40 m 38 m

All of the above complies

All of the above complies

Page 9: Victoria Building Final Presentation

Plumbing FeaturesDivision B Sentence 3.7.4.3.(15) (complies)Number of washrooms for non-residential college is at least one fixture for each 100 males and one fixture for each 75 females. Division B Article 3.7.4.7. (complies)Number of washroom for Business and Personal Services is based on Table 3.7.4.7. Division B Sentence 3.8.2.3.(2) (does not comply)Number of universal washroom is based on Table 3.8.2.3.A. Division B Sentence 3.8.2.3.(3) (does not

comply) Number of barrier-free washroom is based on Table 3.8.2.3.B.

Floor

Occupancy

Load

Required Existingper sex

UW

M W

UWM W W U L B W L B

B A2 158 1 1

4

2 5 4 1 3 3 - 1

1th A2 440 2 3 2 2 2 - 3 2 1

2th A2 485 2 3 2 5 4 1 3 3 -

3th A2 467 2 3 2 2 2 - 3 2 1

4th A2 254 1 1 2 5 4 1 3 3 -

5th A2 434 2 3 2 2 2 - 3 2 1

6th A2 425 2 3 2 5 4 1 3 3 -

7th D 82 3 3 2 2 2 - 3 2 1 1

8th D 83 3 3 2 5 5 1 3 3 - 1

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Barrier-Free Design

Division B Clause 3.3.1.7.(1)(b) (does not comply)The building is not divided into two zones by a fire separation

BARRIER FREE TRAVEL PATH

BARR

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(ELE

VATO

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PRINCIPAL ENTRANCE

ENTRANCE

BAREER FREE TRAVEL PATH TO BASEMENT

(ELEVATOR )

WO

EAN

BA

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R - F

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BARR

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(ELE

VATO

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UNIVERSAL WASHROOM

Page 10: Victoria Building Final Presentation

MATERIALS &

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Structural Components

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Concrete became one of the popular building materials in Canada from the late 19th century to present. Victoria building is primarily designed of reinforced concrete components from the foundation up to the roof. The building is adjacent to two buildings on both sides –North is the Chang School of Continuing Education and South, the Toronto Public Health building.

Excavation

Foundation Images from Ryerson Archive

Page 11: Victoria Building Final Presentation

Building EnvelopeVI

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Front Façade Along Victoria Street, the exterior wall assembly of the previous building is warm tone Indiana limestone on 8” concrete masonry blocks from 2nd floor to parapet. The podium wall is refinished with 4” precast concrete panels to match the addition.

A. Precast Concrete Panels on Steel B. Porcelainized Steel C. Stone Cap (Indiana Limestone) SidingD. Copper Flashing

E. Stone Decorative Element (Indiana)F. Indiana Limestone

(warm tone)G. Aluminum Panel along

Floor Slab and Beam

H. Aluminum Door/ Window Assembly with Fixed Double GlazingI. Indiana Limestone Band/RibbonJ. Metal Canopy (Main Entrance)K. Precast Concrete Panel on Concrete Masonry Wall

A B C D E

G

D

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IJKH

Parapet - Front

Window-Headand Sill

 

Metal CanopyMain Entrance

 

Roof/Penthouse

8th

7th

6th

3th

4th

5th

Basement

2th

1th

Page 12: Victoria Building Final Presentation

Rear Façade The rear façade of the building is brick on 8” concrete masonry block. The same exterior finish is applied on the rear portion of the building addition.

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A. Aluminum Panel along Floor Slab and Beam

B. Stone Cap(Indiana Limestone)

C. Brick on 8” CMU

D. Porcelainized Steel Siding

E. Copper Flashing

F. Aluminum Door/ Window Assembly with Fixed Double Glazing

G. Metal Louvers

H. Indiana Limestone Band/Ribbon

I. Bike Mural (Podium – Rear) Artist: Bill Wrigley (2008)

Roof/Penthouse

8th

7th

6th

3th

4th

5th

Basement

2th

1th

Parapet - Rear…

A B EDC

F

H

G

FI

F

B

Page 13: Victoria Building Final Presentation

Roof Assembly VI

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Flat roof is sloping to drains. Built-up roof over reinforced concrete slab supported by reinforced concrete beams and girders. For the addition, built-up roof over 1” insulation over 4 ½” precast concrete slab supported by steel frame. (See Figure 4.d.)Mechanical equipment is housed in the penthouse portions of the roof.

Built-up Roof over 1” Insulation over 4 ½”

Precast Concrete Roof Slab (Addition )

Built-up Roof over Concrete Roof Slab

Wind Load (East-W

est)

*Slope to Drain

Victoria Building

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Heating, Ventilating and Air Conditioning (HVAC)The building is supplied with conventional HVAC system which provides cool air during warm months and warm air during cold months. The building is also supplied with wall baseboard/perimeter heating.

Interior Wall AssemblyConcrete masonry blocks either exposed and painted, or with plaster and paint. Painted gypsum board for wall furring and walls within offices and classrooms.

Page 15: Victoria Building Final Presentation

REVIT

Preface

“These emerging hardware, software, and communications standards will reshape business and consumer behavior. Within a decade most people will regularly use PCs at work and at home, they'll use e-mail routinely, they'll be connected to the Internet, they'll carry digital devices containing their personal and business information. New consumer devices will emerge that handle almost every kind of data-text numbers voice, photos, videos-in digital 7 form. I use the phrases "Web workstyle" and "Web lifestyle" to emphasize the impact of employees and consumers taking advantage of these digital connections.” Bill Gates BUSINESS @ THE SPEED OF THOUGHT……..1999

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BIM (Building Information Modeling)

REVIT

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Elevator LobbyTiered Classroom

Approached View

BIM is a digital representation of physical and functional characteristic of a facility that serves as a shared knowledge resource for information about a facility forming a reliable basis for decisions during its life cycle from inception onward. BIM is both a tool and a process that exists simultaneously together.Revit software is a BIM application that uses a parametric 3D model to generate all necessary instruments to document the design of a building. Drawings created in Revit are in 3D.

Advantages Instant 3D Virtualization of design

drawings Initial analysis of design to confirm ie,

cost, energy usage, material performance and relative comparison within all above instances

Faster, efficient and more accurate deliveries

Collaboration between other design consultants easier through worksharing

 Disadvantages Heavy digital project file Require more investment in hardware Worksharing is prone to error and loss of

data if not well handled Overly demanding for BIM Manager due to

concerns for loss of data

Page 17: Victoria Building Final Presentation

Documentation Process

Family Model

REVIT

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BIM Custom Component

Page 18: Victoria Building Final Presentation

Orthographic

REVIT

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SECTION

WEST ELEVATION

FIRST LEVEL PLAN

Page 19: Victoria Building Final Presentation

Renderings

REVIT

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Revit Lab

Orientation Room

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NRecommendations Future building could be upgraded in line with

current building codes and regulations eg, install sprinkler system above grade level and improvement on barrier-free designs.

Update the facilities of the building using current materials eg HVAC System. 

Re-face the existing rear façade, preserving the bike mural along the podium.

By engaging in the development of the comprehensive and integrated building analysis project, the group established knowledge and appreciation of North American standards in terms of building codes and regulations, materials and methods of construction and documentation of gathered information using Revit. 

This final project was also an opportunity to encourage creativity among students and simulate a work environment in a collaborative approach.

Conclusion

Page 21: Victoria Building Final Presentation

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Thank You