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!!