SCC Building Analysis

Student Campus Centre

Group: o Ahmed Abukoash o Danial Shojaei o Maya Moussallieh o Yashar Ghassemi Madjdi o Yasmin Ismail

Report Organization Part 1:

Introduction

Part 2:

OBC Analysis

Part 3:

Construction Methods & Materials

Part 4:

Revit Modelling

Part 5:

Conclusion & Recommendation

Introduction, General Project Background, & Overview General Project Background and Overview: o o o o o

Project Type: Location: Architect: Total Area: Completion Date:

The Ryerson Student Campus Centre 55 Gould Street in downtown Toronto, on the corner of Gould and Church Streets.

Carruthers Shaw & Partners Ltd. Architects 45,000 sq. ft.

2008

Year

Name

Owned

Occupancy

1848 1860 1899

Oakham House Oakham House

William Thomas John McGee

Residential Residential

Working Boys Home

City of Toronto

Dormitory

Red Brick Wing Added

Kerr Hall

Ryerson University

Dormitory- Office

Structural Change in 1960 Major Renovation in 1960

Eric Palin Hall

Ryerson University

Dormitory- social centre

Eric Palin Hall

Ryerson University

community centre

Eric Palin Hall Oakham House

Ryerson University Ryerson University

Under Construction community centre

Student Campus Centre

Ryerson University

community centre

1958 1971 1973 1976 1978 2008

Report Objectives: OBC

Revit Materials & Methods

Building Analysis Report

Description

The second and third floors unsafe to live 2 Year Renovation New Extension

Building Code Analysis General Building Description & Classification: Building

Major Occupancy

Building Height

Building Area (sq. m)

Gross Area (sq. m)

Building Classification

Streets

Oakham House

A2 , D

3 Storeys

586

2012

Existing building Part 11

2 streets

New Addition

A2, D

3 Storeys

1090

3939

Addition 3.2.2.24

2 streets

Fire Separation, Occupant Load, & Plumbing Fixtures: New addition

Occupancy

Construction

Floors F.R.R.

Sprinklered

Code reference

Occupant Load

Basement

A2 , D

Non Combustible

1hr

Yes

3.2.2.24.(2)

358

1st floor

A2, D

Non Combustible

1hr

Yes

3.2.2.24.(2)

403

2nd floor

A2, D

Non Combustible

1hr

Yes

3.2.2.24.(2)

226

A2, D

Non Combustible

1hr

Yes

3.2.2.24.(2)

157

3rd floor

Existing - Phase 2 in Analysis

WC required

WC existing

F 11

10

M 11 F7

11 6

M6 F6

6 5

M5 F4 M3

6 4 4

New Addition - Phase 1 in Analysis

Building Code Analysis Method of interconnected floor spaces:

Sprinklered double glazing 3.2.8.1.(1)

CMU 3.2.8.1.(1)

Unlimited unprotected openings 3.2.8.1.(6)

Protected openings Unlimited unprotected openings Unprotected opening

Safety Within Floors Means Of Egress: Every room of this building has a doorway into a public corridor, or to an exterior passageway Corridors (According to 3.3.1.3 )

Exits: According to 3.4.2.1 every floor areas intent for occupancy should have at least two exits for group A2 building.

Number of Exit

Required Exit width/mm

Existing Exit width/mm

4 Doors

358*6.1 = 2184

8682

2 Stairs

358*9.2 = 3294

3398

5 Doors

403*6.1 = 2458

9710

3 Doors

226*6.1 = 1808

3227

3 Stairs 3 Doors

226*9.2 = 2079 156*6.1 = 1248

3823 3227

3 Stairs

156*9.2 = 1435

3823

Basement 1st

Floor

2nd Floor 3rd Floor

Travel Distance According to 3.4.2.5. The travel distance from every space of the floor area of this building to an exit is within 45m

Corridors Requirements: Building

Requirements for corridors

Code reference

Sprinklered

No F.R.R. required

3.3.1.4.(3)

Min. width 1100mm

3.3.1.9.(1)

Safety Within Floors Barrier Free: Required no. of Exits

Number of exit

Basement

2

4 doors

1st Floor

2

4 doors

Required

Existing exit width( mm)

Code Reference

900

1100

3.8.1.2

900

1100

3.8.1.2

Exit width in mm

Exit Barrier-Free Exit

1ST FLOOR PLAN

BASEMENT PLAN

Safety Within Floors Exit Requirements: Required no. of Exits

Number of exit

Basement

2

4

1st Floor

2

4

Required

Existing exit width( mm)

Code Reference

900

1100

3.8.1.2

900

1100

3.8.1.2

Exit width in mm

Exit Stair

Exit Stair Exit Stair

Exit Stair

3RD FLOOR PLAN

Exit Stair Exit Stair

2ND FLOOR PLAN

Limiting Distance North Elevation With 90% unprotected opening , non-combustible construction and non-combustible cladding

East Elevation With 53.27% unprotected opening , non-combustible construction and non-combustible cladding

Unprotected Opening South Elevation With 9.8% unprotected opening , non-combustible construction and non-combustible cladding

120 100 80 60 40 20 0

North Elevation

East Elevation

Required %

South Elevation

Existing %

West Elevation

West Elevation With 10% unprotected opening , non-combustible construction and non-combustible cladding

Materials & Methods Analysis Structural Systems Construction Floors Columns Beams Foundation

Heritage building

New addition

Wood, brick veneer and stone

Concrete and steel

Wood floors

Concrete slabs

Wood/brick columns

Concrete columns

Wood

Steel Beams for large spans and concrete

Stone Foundation

Foundation are caissons with 760mm diameter/6m deep Shoring

Building Envelope Wall Systems: o Curtain wall with double glazing. o Concrete Masonry Units with brick veneer o Cast-in-place concrete with brick veneer HSS Structure

Aluminum Framing

Copper Finishing

Tempered Double Glazing Tapered Concrete wall

Joints with the adjacent buildings: o West: GCM building 100mm gap o South: School of Interior Design 50mm gap

Building Envelope Wall Assemblies: o Concrete Masonry Units with brick veneer

Roof Assembly Roof type 1: membrane:2 ply modified bituminous Insulation: Rigid insulation Vapor barrier Structure: Concrete slab(sloped to drain) Roof type 2: membrane: 2 ply modified bituminous insulation: Rigid insulation Vapor barrier Substrate: Gypsum board Structure: Metal deck on steel framing Roof type 3: membrane: 2ply modified bituminous insulation: rigid Vapor barrier Structure: Concrete slab on metal deck on structural framing Roof type 4: finishing: 600x600 concrete pavers insulation: rigid Vapor barrier Structure: Concrete slab on metal deck on structural framing

Collaborative Working Environment Through the Use of a BIM Platform

The New Addition

to start modeling the building in revit we decided to divide the project into 2 parts: o The New Addition o The Heritage Building

first we set up the overall site plan and column grids using the DWG files provided. we started modeling the new & heritage buildings separately on 2 files which were copied from the same site plan in order to be able to link them together.

The Heritage Building

NEW

HERITAGE

the new building was modeled using collaboration. the worksets were setup as following: o o o o

Exterior Façade Structure Interior Circulation

before modeling we assigned one person to make all the wall types so that everybody would use the same types.

Modeling started by assigning each person to do one floor and one person to do the exterior faďƒ§ade

the heritage building is another separate file which is started from the site plan file. it was linked to the main file several times during the modeling process to check the intersections of walls.

The file was passed along members to be able to work on it when network & work-sharing was not available.

Peace!!

Even Though We Have No Idea What Tomorrow Will Bring Think Positive And Hope For The Best!!