Architectural Technlogy 03 Wide Span Structures
Alannah Jose Eu Lynn Yeo Darcy MacCuspie Yohan Abhayaratne
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Tutor
001
Week 01 Precedent research, Site analysis
016
Week 02
029
Week 03
043
Week 04
058
Week 05
075
Week 06
087
Week 07
099
Week 08
113
Week 09
128
Week 10
137
Final Drawings
178
Additional Documents
Structural research, Initial design concept
Material research, Initial structure
Interior ďŹ inishes, Structural development
Structural review, Initial documents
Roof structure, Retaining wall
Drawing development, Initial details
Mechanical services, Drawing development
Services, Stair details
Detail development, Window schedule
Construction documents, Renders
Material schedule, BCA report
REFLECTION Through the research of different precedent studies we were able to identify different long span structural systems that could potentially be used in our design of the Elementary School Gym. Being able to take different elements of the researched structure to then apply in conjunction with each other.
WEEK 01
As well as looking at the initial analysis of the site, identifying site entry and access points, existing buildings and structures, fences and gates, existing and potential circulation routes, vehicular movement patterns, views into and from the site and solar orientation and access.
Precedent Research Site Analysis KNOWLEDGE In each precedent study initially identifying the basic structural information, such as the span of each building and the beam sizes. Through doing this forming a base knowledge and understanding on the general requirements of the beams in order to form a wide span structure. Forming this knowledge to be able to begin to understand the dimensions that may be required moving forward in our own design. As well as looking at elements of the precedents that we are wanting to include in our design. Such as a green roof and the potential layering system that is needed to form it and the integrity of the structure to be able to support the weight.
2020, Semester 02
02
TECH 04: Wide Span Structures
Good’s Shed
week
01
GENERAL INFORMATION Architect: BVN Architecture Location: Docklands, Australia Function: Workplace Commercial Size: 6,500m2
TECHNICAL INFORMATION Cladding: Brick Glazing: E-coated double glazing Walls and Ceiling: Panelwall demountable partition systems, Recyled Messmate, Woven Image Echopanel Flooring: Bolon flooring, Fletco carpet
Natural Light 1:1000 @ A3
STRUCTURAL INFORMATION System Type: Portal frame Span: 69m Colomn Size: ø 2000m Beam Size: 200mm Distance Between Structural Elements: 16m Structural Material: Steel
Ventilation 1:1000 @ A3
Circulation 1:3000 @ A3
Low Density
Program Density
High Density
2020, Semester 02
1:3000 @ A3
03
TECH 04: Wide Span Structures
Good’s Shed
week
01
Vertical Structural Element Roof Structural Element Wall Structural Element
Short Section 1:500 @ A3
Ground Floor Plan 1:1000 @ A3
2020, Semester 02
04
TECH 04: Wide Span Structures
Macallan Distillery
week
01
GENERAL INFORMATION Architect: Rogers Stirk Harbour + Partners Location: Tromie Mills, United Kingdom Function: Distillery, Visitor centre Size: 20,872m2
TECHNICAL INFORMATION Cladding: Glass, Steel, Concrete Glazing: E-coated double glazing Walls and Ceiling: Timber, Earth, Reinforced concrete Flooring: Polyurethane resin, Epoxy resin
Natural Light 1:2000 @ A3
STRUCTURAL INFORMATION System Type: Hybrid grid shell Span: 40m Colomn Size: ø 1000m Beam Size: 100x1000mm Timber Distance Between Structural Elements: 25m Structural Material: Steel, Timber Ventilation 1:2000 @ A3
Circulation 1:5000 @ A3
Program Density
Main Program
1:5000 @ A3
Supportive Program
2020, Semester 02
05
TECH 04: Wide Span Structures
Macallan Distillery
week
01
Wood Structural Element Steel Structural Element
Short Section 1:500 @ A3
Earth
Wood
Steel
Structure Axo
2020, Semester 02
Ground Floor Plan
06
TECH 04: Wide Span Structures
Deepwater Woolshed
week
01
GENERAL INFORMATION Architect: Stutchbury and Pape Location: Wagga Wagga , NSW, Australia Function: Woolshed Size: approximately 2, 400m2
TECHNICAL INFORMATION Cladding: Colourbond Custom Orb Glazing: Double glazing Walls and Ceiling: Fixed structural ply lining Flooring: Tappered ProďŹ le Hardwood
STRUCTURAL INFORMATION System Type: Portal frame with trust bracket system Span: 42m Colomn Size: 4.5m Beam Size: 300x75mm F17 head beam Structural Material: Steel
Natural Light 1:1000 @ A3
Ventilation 1:200 @ A3
Circulation 1:200 @ A3
2020, Semester 02
Program Density
Sheep Movement System
1:200 @ A3
Wool Classing and Storage
07
TECH 04: Wide Span Structures
Deepwater Woolshed
week
01
Vertical Structural Element Roof Structural Element
6 Plate cleat welded to 50x100RHS spreader beam and bolted to vertical 50x50x6 SHS @ mullion spacing 50SHS head beam brace bolted to 6 plate cleats wolded @ each mullion 50x50x6 SHS Brace @ each mullion
Gal stool Louvremesh ďŹ xed to welded 50x50x6 SHS framed olted together with M12 Bolts & cross braced at end bays
Zinoalume cap over colourbond cladding Louvre frame still 100x50 channel
Colourbond Custom Orb cladding ďŹ xed at top to 100x50 channel and bottom between joists at FFL
First Floor Plan 1:500 @ A3
2020, Semester 02
08
50x50x6 SHS @ each mullion with wolded 6Plate cleat with M12 bolt to brace vertical mesh frame
Short Section 1:200 @ A3
TECH 04: Wide Span Structures
Washington Fruit & Produce Co
week
01
GENERAL INFORMATION Architect: Graham Baba Architects Location: Yakima, WA, United States Function: Office / Headquaters Size: approximately 1, 500m2
TECHNICAL INFORMATION Cladding: Glazing and Reclaimed Barn Timber Glazing: Double glazing Walls and Ceiling: Timber Laminate and Steel Flooring: Raised Flooring System
Ventilation
1:1000 @ A3
STRUCTURAL INFORMATION System Type: Exoskeleton of Laminated Glulam Wood Buttresses Span: 54m Colomn Size: 900x500mm glue-laminated Beam Size: 2.1m Structural Material: Timber
Natural Light 1:1000 @ A3
Circulation 1:1000 @ A3
2020, Semester 02
Public / Open Workspace Private / Closed Workspace
09
Program Density 1:1000 @ A3
TECH 04: Wide Span Structures
Washington Fruit & Produce Co
week
01
Structural Columns Roof Structural Element
Short Section
Structural Insulated Panel
1:500 @ A3
Glulam Rafter Wood Trim, Rigid Insulation and Wood Blocking between Rafters
Composite Glulam Rafter
Steel Post
Strucural Column Detail
Ground Floor Plan
1:200 @ A3
2020, Semester 02
1:1000 @ A3
10
TECH 04: Wide Span Structures
Burnie Maker’s Workshop
Bass Strait
week
01
Burne Port
West Park Sports Ground CBD
Highway
GENERAL INFORMATION Architect: Terroir architects Client: Burnie city council Location: Burnie, Tasmania Function: cultural facility Area: 1500m Project budget: $ 4.2 million Built time: 14 months Project year: 2009
TECHNICAL INFORMATION Cladding: panels of Danpalon Glazing: double glazed Walls & ceilings: Danpalon panels, concrete glass Flooring: concrete
STRUCTURAL INFORMATION System type: warren truss Bracing: X-type bracing Beam size: 12m, 16m, 10m, 7m, 11m Column size : Span: single span structure Distance between structural elements: 5.5m
2020, Semester 02
11
TECH 04: Wide Span Structures
Burnie Maker’s Workshop
week
01
Warren truss
roof structural element columns
CONNECTIVITY & SPATIAL FLOW
Main entrance.
Danpalon panels
2020, Semester 02
12
TECH 04: Wide Span Structures
Lebekke Elementary School
natural sunlight
week
01
ventilation
GENERAL INFORMATION Architect: Campagnie O Architects Client: Lebekke elementary school Location: Lebekke, Belgium Function: Elementary school Area: 2300m Project year: 2017
Low density High density Heart of the building
TECHNICAL INFORMATION Cladding: white brick, ceramic tiles, aluminium sheeting, Glazing: double glazed Walls & ceilings: Danpalon panels, concrete glass Flooring:
Ground Floor Plan 1:200 @ A3
STRUCTURAL INFORMATION System type: vierendeel trusses, grid post & beam structure Beam size: 45m, 15m, 12m Column size: 9.5m 4.5m Distance between structural elements: 6m Structural material: white lacquered steel
2020, Semester 02
13
TECH 04: Wide Span Structures
Site Analysis GENERAL SITE INFORMATION Location: Belgrade, Serbia Mapped Co-ordinates: 44˚39'22.4"N 20˚12'19.9"E Existing Function: Education Site Concept: Elementary School Sports Hall
Site Boundary Access Site Fence
Site Plan 1:5000 @ A3
Site Plan 1:10000 @ A3
2020, Semester 02
14
TECH 04: Wide Span Structures
Site Analysis LOCAL CLIMATE STATISTICS Location: Belgrade, Serbia Mapped Co-ordinates: 44˚39'22.4"N 20˚12'19.9"E Weather Averages: measured in degrees celsius
Mean Daily Max Mean Daily Min
Jan Feb Mar 5 7 12 -1 -1 2
Apr 18 7
May Jun 23 27 11 15
Jul 30 16
Aug Sep Oct 30 25 20 16 13 8
Nov 13 4
Dec 7 0
Shadow & Sun Path Diagrams
Physical Boundaries, Site Entry & Trees Site Boundary Vehicle Circulation Trees Roads Higher Populated Area FENCES AND GATES 1 July
1 July
0600
0900
VEHICLE CIRCULATION
1 July
1 July
1200
1500
N 1000
750
500
250
W
E
ESE
1 July
2020, Semester 02
1800
S
Site Plan 1:5000 @ A3
Wind Rose
15
TECH 04: Wide Span Structures
REFLECTION
WEEK 02
Continuing through research of the materiality of the potential structural systems we were able to identify the advantages and disadvantages of each. As well as beginning to research potential connections from beam to beam looking at more precedent studies in order to identify potential methods and connections that could be used. Through the use of mass models also taking into consideration the site analysis and potential ventilation and natural light paths. Thus forming an overall mass form that takes into consideration the surrounding elements. Overall deciding on the further use of Engineered Timber, specifically Glulam throughout the coming design iterations.
Structural Research Initial Design Concept KNOWLEDGE The research this week into the different types of structural systems, being steel, timber and engineered timber gave us a much more informed basis from which to dictate the structural system of our proposal. With our focus now on using Glulam Engineered Timber as our main structural element. With the advantages identified including the strength being greater than timber, greater length, wider flexibility of the shape, high durability, higher resistance to heat and fire and an energy efficient material. However, also identifying the disadvantages such as a higher price than timber, the grain appearance, it’s more susceptible to decay and average maintenance costs.
2020, Semester 02
16
TECH 04: Wide Span Structures
Material Study
2020, Semester 02
week
Steel
Timber
Engineered Timber
Production: Melted iron ore combined with carbon
Production: Farmed or cleared trees
Production: LVL: Thin wood sheets bonded by heat and pressure Glulam: Thin wood sheets glued togther along grain
Applications: Long span structures High rise structures
Applications: Small residential structures Temporary structures
Advantages: High strength to weight ratio Easily pre-fabricated Can be molded into any form Relatively cheap for structural integrity Durable to wear Fire resistant Pest resistant
Advantages: Renewable construction resource Resistant to heat changes Energy efficient, insulation Quick build time Adaptable on site Can bend Cheap construction cost
Disadvantages: Susceptible to corrosion High maintanence cost to prevent damage Susceptible to temperature changes Reduced flexibility on site Brittle and can buckle Expensive to transport Energy intesive to produce
Disadvantages: Susceptible to rot Grain direction Structural capabilities Susceptible to fires Susceptible to insects
17
02
Applications: Long span structures Permanent structures Advantages: Stronger than timber Artificially longer pieces Flexibility of shape More durable than timber Better resistant to heat and fire Energy efficient Disadvantages: Higher price than timber Appearance of grain Susceptible to decay Medium maintainence cost
TECH 04: Wide Span Structures
Structural Research
week
Cork Memorial Medical Center, NSW
02
Glulam Beam Connection Details
Engineered Timber: Glulam Hyne Timber: Beam 21 GLT Beam 21: Beam: 485x85mm Span: 36.6m Radius: 5m Advantages: Manufactured within four weeks Ease of transport in four equal parts Prefabricated with connections either supplied or already attached Thermal Mass created through use of timber
Beam-To-Bearing Connection
Foundation Beam-Pocket Deatil
Beam-To-Beam Connection
Beam-To-Beam Connection - Concealed Plates
Cantilever Beam Connection
Beam To Column - U-Bracket
Wood Column to Concrete Base
Truss Connections
Basement Waterproofing Layers: Protective Covering (weather and mechanical protection) Rigid mineral wool, high density polystyrene Combined interior/exterior insulation Water repellent layer (waterproofing by more than 2 layers of membrane required where hydrostatic pressure occurs) Poured concrete or concrete blocks If a seperate interior finish is to be applied to the foundation wall, a moisture protection layer should be applied Dampproofing floor Drainage tile of pipe (below the bottom of the floor slab)
2020, Semester 02
18
TECH 04: Wide Span Structures
Precedents
Mwenga Centre
Prostho Museum
The Arbour
Sanctuary Chapel
Afritekt
Provenchor_Roy
2020, Semester 02
week
Kengo Kuma
Foster + Partners
19
02
Palanga Concert Hall Uostamiescio Projektas
The Smile
Alison Brooks Architects
TECH 04: Wide Span Structures
Initial Structural Options
week
Option 01
Modular Glulam
Option 02
Structural Glulam
Option 03
Timber Truss Buttery
02
STRUCTURE Through the exploration of three different structural systems we were able to identify different beneďŹ ts that we could bring forward into the design of our long span structure. Moving forward wanting to concentrate on forming a modular structural glulam roof system in order for ease in construction and costs as well as upholding the preference of a timber structure in the brief.
2020, Semester 02
20
TECH 04: Wide Span Structures
Option 01
week
02
Modular Glulam Seperate program to inform the form. The basketball court is central with a circulation block and small storage areas branching off
Slicing the roof form to allow for more modular construction
Program
Modular Combined forms
Changing the slices to allow for more natural light to enter the underground spaces
Massing Submerging the forms by 4 metres. Adding a ramp to allow for roof access
N
Light Submerge 2020, Semester 02
21
TECH 04: Wide Span Structures
Option 01
week
02
Modular Glulam
Basic roof frame
Joint de detail Frame Detail
2020, Semester 02
22
TECH 04: Wide Span Structures
Option 01
week
02
Modular Glulam
Pre grown vegetation mat
Geoweb soil retention system
Waterproof membrane
Rigid closed cell insulation
Vapour control layer
Prefabricated timber roof deck 50mm thick
Cross beams 400mm x 200mm
Beams 800mm x 400mm
Roof Layers 2020, Semester 02
23
TECH 04: Wide Span Structures
Option 01
week
Modular Glulam
02
Pre grown vegetation mat 300mm thick dirt
Skylight 2x6mm thick with 12mm air gap e-coated glass
Intermittent layers 100mm thick total
Frame 10mm painted steel sheet
Cladding 50mm thick treated wood veneer sheeting
Celing joist 800mm x 400mm glulam timber
Glazing 2x6mm thick with 12mm air gap e-coated glass
Insulation 400mm thick high performance recycled glasswool batts
Inner wall panel 10mm thick pine sheet
Padding Foam with 90 ILD density virgin polyehthylene
Outer wall panel 10mm thick wood veneer polished sheet
Nogging 200mm x 400mm x 3000mm pine
Retaining wall Concrete
Padding Dense foam panels 100mm thick
Flooring High grip vinyl, wood ďŹ nish
Floor beams 100mm x 200mm glulam beams
Suspended slab Concrete
Footings 1000mm deep
Detail Section 1:50 @ A3
2020, Semester 02
24
TECH 04: Wide Span Structures
Option 02
week
02
Sructural Glulam GENERAL INFORMATION Site Concept: Elementary School Sports Hall Existing Function: Education Precedent: Washington Fruit and Produce Co Glulam: Engineered Timber
Precedent
Mass Model
Natural Light and Ventilation
Washington Fruit and Produce Co
Initial Sketches
Sectional Model 2020, Semester 02
25
TECH 04: Wide Span Structures
Option 02
week
02
Structural Glulam GENERAL INFORMATION Site Concept: Elementary School Sports Hall Existing Function: Education Precedent: Washingon Fruit and Produce Co Glulam: Engineered Timber
Precedent
Columns
Glulam Columns Beam Width & Height
Beams
Roof Structure
Curved Glulam Beam Width, Radius & Span
Perspective Section 1:100 @ A3
2020, Semester 02
26
TECH 04: Wide Span Structures
Option 03
TIMBER TRUSS
Timber Truss
week
02
butterfly truss
LG floor Plan 1:200 @A3
general information: Architect: Terroir architects & Campagnie O architects Project: Burnie Makers workshop & Lebekke elementary school Function: School & Gym & Makers place 2020, Semester 02
27
Tutor: Yohan Abhayarante TECH 04: Wide Span Structures Work By: Alannah Jose, EuLynn Yeo, Darcy MacCuspie
Option 03 TIMBER TRUSS
week
02
sunlight
Timber Truss
ventilation
LG floor Plan 1:100 @A3
LG floor Plan 1:100 @A3
2020, Semester 02
28
Tutor: Yohan Abhayarante TECH 04: Wide Span Structures Work By: Alannah Jose, EuLynn Yeo, Darcy MacCuspie
REFLECTION Forming the first collaborative iteration of the long span roof structure, we formed a modular glulam roof structure. With this approach including 5 different combined beam types that allow for different conditions to be formed along the roof.
WEEK 03
Moving forward wanting to be able to strengthen the modular approach through being able to further decrease the amount of different beam sections required, as well as being able to form larger gaps where the roof beam meets in order to increase the potential access to natural light. However, while doing this also ensuring that the roof is easily accessible and highly traversable.
Material Research Initial Structure KNOWLEDGE The research tasks in this week gave us a heightened understanding of cladding systems, particularly in how they are attached and connect to one another. Our delving into the basketball floors also gave us multiple options to explore, however an unanimous decision with a synthetic floor being the most suitable option for a school gym. Also forming further studies into potential green roof systems in order to decide how we want the consumers to be able to traverse this space and the types of interactions that they may have.
2020, Semester 02
29
TECH 04: Wide Span Structures
Cladding
week
03
TIMBER CLADDING ADVANTAGES: - good heat and sound insulation -renewable resource - eco-friendly - easy to install
DISADVANTAGES - exposurre to elements - high maintenance requirement every 2-3 years
Silvertop Ash STRENGTH : S3 (reasonably high) DURABILITY : Class 2 (15-20 yrs) DENSITY : 1200 kg / m3 FIRE RESITANCE : BAL29 ( very resistant)
WALLEN VETERINARY HOSPITAL
LINEAR RUB TIMBER PANELS
SPOTTED GUM BATTENS
ACOUSTIC WALL CLADDING
CHARRED TIMBER
BANGLE NILLUMBUK TECH SCHOOL
PERMINANT WEATHER PROTECTION
TIMBER STAIRCASE
TIMBER PROFILES Blackbutt Tongue and V-Groove
STRENGTH : S2 (high) DURABILITY : more than 40 years DENSITY : 1100 kg / m3 FIRE RESITANCE : BAL29 ( very resistant)
Red Ironbark Feathered- Edged
2020, Semester 02
STRENGTH : S2 ( high) DURABILITY : more than 40 years DENSITY : 1050 kg / m3 FIRE RESITANCE : BAL29 ( very resistant)
30
TECH 04: Wide Span Structures
Cladding
week
REISS HEADQUARTERS SQUIRE AND PARTNERS
03
MANOR WORKS ARCHITECTURE 00
MILLED ACRYLIC TRIPLE SKIN FACADE
PERFORATED METAL FACADE
EXHIBITION HALL 9TH INSTITUTE
FACHADA PERFORMING ARTS THEATRE
BRICK VEIL FACADE
DANPALON POLYCARBONATE
2020, Semester 02
31
TECH 04: Wide Span Structures
Interior Materiality
week
03
HARDWOOD - high quality maple - durable - high-performing
and attractive - excellent shock absorption, helps reduce injuries
SYNTHETIC FLOORS
- very durable - highly resilient - easy to maintain - similar performance characteristics to wood - excellent shock absorption - slip resistance
2020, Semester 02
32
TECH 04: Wide Span Structures
Roof Program
week
03
Where The River Runs Garden Expo 2015
Science Hills Komatsu
DIFFERENT TYPES OF CIRCULATION - grassland - low rise riverbed
- low rise waves blending into the surroundings sweeping canopy controlling light
- overhead cave
Brooks + Scarpa Proposal Downtown Los Angeles PROGRMS - watch - seat - focus - raised walk - lean - walk - shelter -bridge
2020, Semester 02
Hualien Residences Taiwan - represents the surroundings - obseravation points & surrounding views
33
TECH 04: Wide Span Structures
1071.8
1870
60 DEGREES
1446.8
1450
1070
1450
55 DEGREES
1871.6
1071.8
1870
1070
1446.8
1446.8
1450
week
1871.6
1071.8
1450
1871.6
Structure
1870
50 DEGREES
03
FIVE
STRUCTURE FOUR
THREE
Through the initial stage of designing the long span roof structure we explored a modular strucutre to allow for an ease in access to sight in the construction process and cheaper production costs due to the limiting of different glulam beams. Using 18 different modular parts, then being able to connect them in a manner that allows for some variety in order to create this distinct roof form that varies across the ďŹ ve main beams.
ONE
TWO
2020, Semester 02
34
TECH 04: Wide Span Structures
Structure
week w
03
STRUCTURE The structure integrity of this iteration of the design, each glulam beam was placed 5m apart with cross beams placed at 1m centers, allowing for the curved form of the glulam to remain exposed. However the cross sectional scale of the beams needing to be increased inorder to support the large roof mass.
Framing
Single Module 2020, Semester 02
Exploded Module 35
TECH 04: Wide Span Structures
week
2020, Semester 02
36
03
TECH 04: Wide Span Structures
week
2020, Semester 02
37
03
TECH 04: Wide Span Structures
Views
2020, Semester 02
38
TECH 04: Wide Span Structures
Interior Option 01
week
03
SMALL This design concept allows for the smallest possible area, minimising the effect on surrounding buildings
Perspective
Section 1:100 @ A3
GF Plan 1:200 @ A3
2020, Semester 02
Section 1:150 @ A3
39
TECH 04: Wide Span Structures
Interior Option 02
week
03
VIEWING Having a multilayered viewing area maximises the amount of people who can view and participate in the courts activities
Perspective
Section 1:100 @ A3
GF Plan 1:200 @ A3 Section 1:150 @ A3
2020, Semester 02
40
TECH 04: Wide Span Structures
Interior Option 03
week
03
HYBRID This design option combines the previous two to allow for a both dedicated stands and stairs to the lower level.
Perspective
Section 1:100 @ A3
Section 1:150 @ A3 GF Plan 1:200 @ A3
2020, Semester 02
41
TECH 04: Wide Span Structures
11 August 2020
week
SITE PLAN
03
N
SITE PLAN 1 : 500 @ A3
2020, Semester 02
42
TUTOR: Yohan Abhayarante WORK BY: Alannah Jose, Eu Lynn Yo,04: Darcy TECH WideMacCuspie Span Structures
REFLECTION The idea of a modular design became an important driver behind our design decisions. By splitting the glulam beams into a series of smaller ones construction costs are reduced and it is easier to transport materials to site. The wavy roof structure is also an idea we wished to carry forward as a design motif of the building.
WEEK 04 Interior Finishes Structural Development KNOWLEDGE The deep dive into the BCA started to ground our project in reality. While fortunately, much of it was already up to code, the knowledge informed our decisions into materials and particularly mechanical services, needing a way to prpoperly ventilate the spaces. By settling on a basic colour pallette we were able to deďŹ ne the character of our building. Here we pushed towards having the building be comprised of organic materials and also reference the surrounding context through white painted brick wall at the entrance facade.
2020, Semester 02
43
TECH 04: Wide Span Structures
BCA
week
04
Part: 3.8.4, 3.8.5 NCC 2019 BCA volume two
LEGALITY Before we got too deeep into a certain design, we spent time studying the relevant BCA requirement for teh building. The need for natural light and verntilation is an important consideration in a building 5 metres underground
2020, Semester 02
44
TECH 04: Wide Span Structures
BCA
week
04
Part: 3.8.2, 3.9.1 NCC 2019 BCA volume two
Table 3.9.1.2 Riser & Going dimensions (mm) : stairways serving non-habitable rooms used infrequently
2020, Semester 02
45
TECH 04: Wide Span Structures
Material Palette
week
04
EXTERIOR
INTERIOR
wall paddings
STORAGE
POTENTIAL CLADDING
TOILET & SHOWER
lockers
aluminium cladding
blue tiles
white brick
white tiles
timber cladding
wall paddings
storage shelves
green roof
2020, Semester 02
46
TECH 04: Wide Span Structures
Basketball Court Flooring
week
04
SAFETY Due to safety concerns for the users of the space, being mainly younger kids, the selected ooring is a synthetic ooring option was chosen
various colours & patterms
absorbs sound & resists static
eco-friendly & recyclable
2020, Semester 02
47
TECH 04: Wide Span Structures
Spatial Organisation
week
Render 01
04
Render 02
Short Section 1:100 @ A3
Long Section 1:150 @ A3 GF Plan 1:200 @ A3
2020, Semester 02
48
TECH 04: Wide Span Structures
Spatial Organisation
week
04
MASSING A basic partitioning of the spaces onthe lower level allows for much of the program to be embedded underneath the long stairs and stands
Men’s toilet & Shower
Women’s toilet & Shower
Basketball Court
Dance Room
2020, Semester 02
49
TECH 04: Wide Span Structures
Connections
week
04
CURVED GLULAM STRUCTURE AND CROSS BEAMS SLOTTED CONNECTIONS & STEEL PLATES
STEEL SLOTTED CONNECTION
STEEL SLOTTED CONNECTION
ROOF WINDOW DETAIL SLOTTED CONNECTIONS & STEEL PLATES PLYWOOD SLOTTED CONNECTION
SLOTTED CONNECTION
CURVED FEAURE CLADDING CONNECTION
2020, Semester 02
50
TECH 04: Wide Span Structures
Structure
week
04
01
Glulam Beams
02
03
04
05 2020, Semester 02
Full Glulam Structure 51
TECH 04: Wide Span Structures
Elevations
week
04
1:100 @ A3
South Elevation 1:100 @ A3
North Elevation 1:100 @ A3 2020, Semester 02
52
TECH 04: Wide Span Structures
Elevations
week
04
1:100 @ A3
East Elevation 1:100 @ A3
West Elevation 1:100 @ A3 2020, Semester 02
53
TECH 04: Wide Span Structures
Sections
week
04
1:100 @ A3
Long Section 1:100 @ A3
Short Section 1:100 @ A3 2020, Semester 02
54
TECH 04: Wide Span Structures
Exterior Views
2020, Semester 02
week
55
04
TECH 04: Wide Span Structures
Interior Views
2020, Semester 02
week
56
04
TECH 04: Wide Span Structures
Interior View
2020, Semester 02
week
57
04
TECH 04: Wide Span Structures
REFLECTION Initially identifying the initial site conditions in relation to our massing model in order to diagram the efficiency of our rooďŹ ng structure. As well as including an exploded axonometric in order to clearly demonstrate the layer of our structure, especially the roof system.
WEEK 05
Continuing on from into the next iteration, focusing on the scale of our glulam beams, as moving forward we are going to make them larger in order to support the roof load as well as to be able to decrease the amount of glulam beams needed in the middle and reduce the amount of support required from the cross beams.
Structural Review Initial Documents KNOWLEDGE Beginning the process of forming our long span structure in Revit, we have begun to form the basic set or drawings focusing on developing different methods and skills in Revit in order to model our structure in the most efficient and effective manner. We also spent time understanding the basic connection details within our building, starting to diagram and draw out these relationships.
2020, Semester 02
58
TECH 04: Wide Span Structures
Massing
week
05
INTENT As a way of summarising our design intent we developed a series of parti diagrams to explain the architectural moves we made throughout the design process
Imposing Form
Reduced Shadow
Solid Wall
N
Landscape
2020, Semester 02
Natural Light
59
Ventilation
TECH 04: Wide Span Structures
Massing
week
05
NATURE The way that the building responds to natural forces and movements is critical to the building as the more passive it is the less ongoing costs will be suffered by the school.
2020, Semester 02
Evaporative Cooling
Thermal Mass
Access
Windows
60
TECH 04: Wide Span Structures
Curved Glulam
week R 16000
05
PIECES We also rationalised the glulam components into a single page of information.
R 9000
CURVE E RADIUS 16000 55 DEGREES
CURVE C
R 4000
RADIUS 9000 55 DEGREES
CURVE A
1445
55˚
1445
1445
RADIUS 4000 55 DEGREES
55˚ 55˚
R 4000
CURVE B
R 16000 1870
50˚
1870
R 9000 1870
RADIUS 4000 50 DEGREES
CURVE D RADIUS 9000 50 DEGREES
CURVE F
50˚
RADIUS 16000 50 DEGREES
MINIMUM ROOF LEVEL
2500
ONE 55 DEGREES
2000
50˚
GROUND LEVEL
CURVE E
CURVE C
CURVE A
R 16000
R 9000
R 4000
TWO 55 DEGREES
THREE 50 DEGREES
FOUR 55 DEGREES
FIVE 55 DEGREES
2020, Semester 02
61
TECH 04: Wide Span Structures
Glulam Structure
week
05
LATTICE The repeated lattice of the roof structure is central to our design philosophy as it allows the roof to be held with minimal ceiling thickness, enlarging the windows.
ONE 55 DEGREES
TWO 55 DEGREES
THREE 50 DEGREES
FOUR 55 DEGREES
FIVE 55 DEGREES
2020, Semester 02
62
TECH 04: Wide Span Structures
Exploded Axonometric 1:200 @ A3
week
05
LAYERS Being an exposed green roof held up by timber, controlling wear upon the structure is essential in ensuring the longevity of the building.
Dirt 250mm Deep with preplanted grass
Drainage 50mm Çż pipes with pumping
Soil retention
Interior Finish
Geoweb soil retention system
10mm steam bent timber panels Insulation and retaining wall behind
WaterprooďŹ ng Dual layer waterproof membrane and vapour control sheets
Interior Finish 10mm steam bent timber panels
Cross beams 200mm x 200mm Glulam beams
Structural beams 600mm x 300mm prefabricated Glulam beams
2020, Semester 02
63
TECH 04: Wide Span Structures
Site Plan 1:1000 @ A3
week A
B
C
D
E
05
F
1
2020, Semester 02
64
TECH 04: Wide Span Structures
Lower Level Plan 1:200 @ A3
week
05
timber cross bracing Timber cladding
Stair landing
Stairs
Entrance
D01
Timber Bleachers
Glulam timber structure Timber cladding
2020, Semester 02
65
TECH 04: Wide Span Structures
Ground Floor Plan 1:200 @ A3
week
05
stair landing stairs
lockers
meeting room
gathering area
d1 d2
d3
Basketball court
toilet & shower
toilet & shower
dance studio
d4
glulam timber structure rubber gym flooring
2020, Semester 02
66
TECH 04: Wide Span Structures
Elevations 1:200 @ A3
week
A
B
C
D
E
05
F
GLULAM EDGE BEAM
GRASS ROOF
RL +4600 Maximum roof height
RL +2600 Minimum ceiling height
100mm DEEP GLULAM CLADDING
F
South Elevation
E
D
C
600x300 mm GLULAM BEAM
B
A
GRASS ROOF
RL +4600 Maximum roof height
GLULAM CLADDING
RL +2600 Minimum ceiling height
North Elevation
2020, Semester 02
67
TECH 04: Wide Span Structures
Elevations 1:200 @ A1
week
05
1
DOUBLE GLAZED GLASS
STEEL WINDOW FRAMING
DOUBLE GLAZED GLASS
GLULAM TIMBER BEAMS
RL +4600 Maximum roof height GLULAM CROSS BEAMS
RL +2600 Minimum ceiling height
CURTAIN WALL TIMBER BATTONS
East Elevation
1
DOUBLE GLAZED GLASS
GLULAM TIMBER BEAMS
DOUBLE GLAZED GLASS
STEEL WINDOW FRAMING
GLULAM CROSS BEAMS
CURTAIN WALL TIMBER BATTONS
West Elevation
2020, Semester 02
68
TECH 04: Wide Span Structures
Long Section
week
05
1:200 @ A3 glulam timber structure cross bracing dirt floor slab
Storage & Lockers Dance Studio
Entry to meeting room 2020, Semester 02
69
TECH 04: Wide Span Structures
Long Section
week
05
1:200 @ A3
2020, Semester 02
70
TECH 04: Wide Span Structures
Connection Details
week
1 :10 @A1
05
1 :20 @A1
1 :5 @A1
2020, Semester 02
CURVED GLULAM STRUCTURE AND CROSS BEAMS
ROOF WINDOW DETAIL
TIMBER CURTAIN WALL
SLOTTED CONNECTIONS & STEEL PLATES
SLOTTED CONNECTIONS
SLOTTED CONNECTIONS & STEEL PLATES
71
TECH 04: Wide Span Structures
External Views
2020, Semester 02
week
72
05
TECH 04: Wide Span Structures
Green Roof Views
2020, Semester 02
week
73
05
TECH 04: Wide Span Structures
Internal Views
2020, Semester 02
week
74
05
TECH 04: Wide Span Structures
REFLECTION
WEEK 06
Based on the feedback from the external engineer, we altered many elements of our roof structure. The engineer was able to conďŹ rm that we only needed the two boundary beams per section of roof, rather than the four we had previously had. It also became apparent that we would have to have a suspended slab to hold up our green roof. This would increase the weight of the roof structure and also increase its thickness. To compensate we made the boundary beams 800mm high and embedded muchof the roof structure within this space, reducing the lattice effect seen from the interior of the building, but maintaininng the same roof thickness, allowing our windows to still work.
Roof Structure Retaining Wall KNOWLEDGE The research into the bondek as a solution to the suspended slab problem made us realise that slabs, especially suspended ones can be very slim, often only 150mm. Diagrams have been developed to help better understand the concepts and idea processes that led to our design. This week having to transition those ideas into plans and sections as a starting block, continuing to improve and correct on the mistakes present. In addition to aid our understanding as well as the tutor’s, several renders and connection details have been experimented on.
2020, Semester 02
75
TECH 04: Wide Span Structures
Roof Structure
week
OLD ROOF DETAIL SECTION
06
PROPOSED ROOF DETAIL SECTION
17
18
19
20
2122
23
24
25
26
27
GL - 01 800 x 300 GL - 02 400 x 200 DIRT 400mm BONDEK 100mm
WATER VAPOUR BARRIER INSULATION R7.0 GLASSWOOL
PROPOSED ROOF DETAIL SECTION
GL - 03 300 x 200
EMBED In order to accomodate the new massing of the roof structure the structural members have been placed alongside the beam, their load spread outwards towards the boundary beams
1:20 @ A2
2020, Semester 02
76
TECH 04: Wide Span Structures
Bondek
week
06
WHAT’S BONDEK?
top location
reinforcements
reinforcements
shrinkage & temperature mesh
top location concrete bottom location
embossment on ribs
2020, Semester 02
bondek
77
TECH 04: Wide Span Structures
WaterprooďŹ ng
week
06
TYPES OF APPLICATIONS : PURPOSE : 1. Protects the interiors 2. Prevents health problems 3. Reducing costs 4. Comfort
THINGS TO CONSIDER : spray on
panels
membrane
paint on
CONSIDERED OPTIONS :
1. LIQUID SYSTEMS ADVANTAGES : 1. Long track history 2. Completely adhered 3. Experienced installers 4. Good for penetrations 5. Easy to apply on horizontal surface 6. Seamless 7. Known technology
2. PANEL SYSTEMS ADVANTAGES :
TYPES OF SYSTEM : DISADVANTAGES :
DISADVANTAGES :
2020, Semester 02
1. Type of structure 2. Type of construction 3. Depth of burial of structure 4. Max elevation of groundwater 5. Environmental conditions of the site 6. Ease of installation 7. Track record 8. Constructio cost 9. Long-term maintenance
1. Hard to penetrate - often leaks 2. Requires penetrations to attach 3. Needs a 7 day concrete cure 4. Bentonite often separates within panel - non continuous membrane 5. Hard to seal seams 6. Multiple seams 7. Rigid system : no elongaion 8. Not self-healing 9. Protection board needed
78
1. Liquid system 2. Panel system 3. Sheet membranes 4. Epoxy system 5. Sprayed system 6. Hybrid system
TECH 04: Wide Span Structures
Waterproofing
week
06
3. Sheet membrane ADVANTAGES :
2. Known technology 3. HDPE resistant to hydrocarbon attack 4. Few seams 5. Good elongation (200-300%) 6. Can apply to blindside
WATERSTOPS FOR JOINTS & PENETRATIONS
POLYRUBBER GEL : It’s a system that uses a mixture of recycled rubber & co-polymers ing
APPLICATIONS DISADVANTAGES : 1. Noprene / rubber can be attacked by hydrocarbon
Applied either by spray or towelling method as a cold mixture on a concrete surface with the use of high pressure spray equipment or a rotary stator pump
- Cold joints & penetrations are the most common cause of leakages in an underground structure - Breeching the waterproof membranes - Polyrubber Gel works great for this and does not require any additional treatments for penetrations - Polyrubber Gel acts as a seal
3. Very clean and dry surface needed 5. 7 days concrete cure with primer needed 6. Not self-healing 7, Mixed track history 8. Requires board protection
NOTES
BELOW GRADE CONCRETE STRUCTURE - Material has little to no odor - Thick & sticky product - Great resistance to hydrocarbon , positive-side Injection port layer
4. Hybrid system : Polyrubber gel
IN COMPARISON
inlet port cracks & water leakage
ADVANTAGES : 1. Cold applied by traditional methods 2. Not attcked by hydrocarbons
Injecting equipment
leaks outlet port
Polyrubber Gel resulted to be the most success ful rating with the waterproof concrete
& screw mixer
to seal the concrete cracks at the positive side of the
4. Self healing
substrate
6. Good for penetrations 7. Applied same day as concrete forms are stripped 8. No primer necessary 9. Excellent track record 10. No seams 11. Green product : made from recycled materials
2020, Semester 02
DISADVANTAGES : sealed and covered the posterior surface area
1. Clean & dry surface needed 2. Requires protection board 3. Special pump / spray needed
79
TECH 04: Wide Span Structures
WaterprooďŹ ng 2.
week
3.
GREEN ROOF TWO-PLY MOD-BIT :
06
TOILETS & SHOWERS TILE SHOWER WATERPROOF FOAM BACKER BOARD : -Waterproof on the surface rather than letting moisture absorb through the back of the board
ADVANTAGES : ADVANTAGES :
wood or metal framing
waterproof membrane waterproof foam backer board
rubberbond adhesive insulation vapour control layer structural deck
2020, Semester 02
tiles
80
TECH 04: Wide Span Structures
Retaining Walls
week
06
A structure that retain any material and prevents it from sliding or eroding away
1.
GRAVITY RETAINING WALLS
2.
3.
CANTILEVER WALLS
ANCHORED WALLS
anchor
concrete
earth pressure
earth pressure
concrete
earth pressure
concrete
earth earth
toe
heel key
toe
heel key
toe
heel key
Constructed from : concrete, stone, brick mansory Retained heights : 3 m
Constructed from : reinforced concrete, mortared masonry Retained heights : 6 m
Constructed from : concrete, stone, brick mansory Retained heights : 6 m
-Holds earth mainly through its own weight -Can pivot & topple easily as internal leverage of the earth’s pressure is very high
-Works on the principles of leverage and are often constructed in the shape of an inverted T
-Keeps itself from toppling by having cables driven into the soil or rock -Fixed by expanding anchors
2020, Semester 02
81
TECH 04: Wide Span Structures
Wall Types
week
06
INTERIOR LINING
1.
2.
DANCE STUDIO & MEETING ROOM Soundproof walls
TOILETS & SHOWER tiles
frame waterproof foam backer
blue ceramic tiles bond coat mineral wool
furring strip
slope to drain 2 layers plasterboard
framing
caulk wire reinforcements
minimym distance is 35mm
crushed tile or stone
poured in concrete shower base
2 piece shower drain
block for poured base
existing wall
rubber or metal shower pan
minimum distance is 10mm
5 - 6 inch air cavity 100 mm thick mineral wool timber frame two sheets plasterboard
2020, Semester 02
82
TECH 04: Wide Span Structures
Wall Types
week
06
INTERIOR LINING
3.
timber cladding & wall paddings
adhesive
interior timber cladding tripower pad
breather membrane
vapour barrier
wall paddings
earth pressure
mineral wool packing cavity barrier
concrete
concrete
gauge steel anchored to concrete
vented wall base
earth
tripower pad
toe
heel key
2020, Semester 02
83
4.
GYM FLOORS
TECH 04: Wide Span Structures
Wall Types
week
06
DETAIL These drawings formed the basis for a series of detials that would be developed over the next couple of weeks
INSULTATION
BRICK VENEER
PLASTERBOARD SELF-TAPPING CORION-RESISTANT METAL SCREW SHEATHING
GLULAM BEAM
AIR SPACE 25mm
WEEPHOLES @ 600mm
FLASHING
AIR SEAL
FULL COLLAR JOINT
FLOOR SLAB
GROUND FLOOR
TRIM COVER CURTAIN WALL HRAD EXTRUSION
PRESSURE BAR GLAZING GASKETS
RETAINING WALL
12mm INSULATING ARGON INSULATING GLASS UNIT
CURTAIN WALL BRICK WALL
1:5 @ A2
1:10 @ A2
2020, Semester 02
84
TECH 04: Wide Span Structures
Floorplans
week
06
1:200 @ A1 -
1
-
A104
-
1
2
3
4
5
67
8
9
10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27
1
2
3
4
5
67
8
9
10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 1 A104
GL - 01 GL - 02
GL - 01
DIRT BONDEK INSULATION R7.0 GLASSWOOL GL - 02
-
-
-
-
BASKETBALL COURT
BASKETBALL COURT
-
-
-
-
WT - 03
MEETING ROOM
B
B WT - 02
STANDS DANCE ROOM WT - 03
A
BATHROOMS W T - 04
BATHROOMS W T - 04
A
---
---
-
2020, Semester 02
85
TECH 04: Wide Span Structures
Section
week
06
1:200 @ A3
---
A
B
ROOF_TOP GT - 01
GT - 01
4800 GT - 02
DIRT BONDEK
WA TER VAPOUR BARRIER
ROOF_BASE 2000 GROUND_FLOOR 0
STANDS_BASE BASKETBALL COURT
MEETING ROOM
-2700
STORAGE
SLAB_TOP -5000
2020, Semester 02
86
TECH 04: Wide Span Structures
REFLECTION An additional retaining wall system was researched as previously the options were not the most successful choices as compared to the steel sheet piling system which not only acts as a great retaining wall but it also resists water which is an additional bonus for our timber structure. We’ve also looked at the BRADFORD insulation to consider implementing into our design.
WEEK 07
Continuing the development of our design, we have altered the retaining wall to follow a sheet pile wall structure. As well as continuing to develop the Revit drawings and model to begin to tag elements.
Drawing Development Initial Details KNOWLEDGE Throughout this week really focusing on developing the retaining wall in the right direction. Researching the different types as well as the advantages and disadvantages of sheet piling . Through this further study noting the signiďŹ cant efficiency of this method, as well as the high resistance it has to stresses. With one of the main reasons for going down this path being that there is no requirement to excavate for wall foundations with minimal disturbance to the existing ground. This solution proved to be best suited for the site as we are wanting to be able to limit the disturbance to the surrounding environment.
2020, Semester 02
87
TECH 04: Wide Span Structures
Insulation
week
07
STRUCTURAL INSULATION ROOF / CEILINGS 400mm Dirt Layer
R2.5
@0.125R / 2mm
R2.1
REQUIREMENTS ROOF / CEILINGS Very Light surface Light surface Dark surface
WALLS FLOORS
R4.1 R4.6 R5.1 R2.8 R2.25
BRADFORD Gold Hi-Performance R-Value: R2.2 Thickness: 75mm
BRADFORD Gold R-Value: R2.7 Thickness: 90mm
2020, Semester 02
88
TECH 04: Wide Span Structures
Sheet Piling
week
07
RETAINING Based on feedback a sheet pile system for the retaining wall structure was chosen as it requires less excavation than the other methods explored in previous weeks
2020, Semester 02
89
TECH 04: Wide Span Structures
Sheet Piling
week
07
retaining wall
concrete earth pressure
foundation
earth
sheet pile
Constructed from : steel Retained heights : 10 m Sheet pile walls are constructed by driving prefabricated sections into the ground
2020, Semester 02
90
TECH 04: Wide Span Structures
Lower Ground Plan
week
07
1:200 @ A1
F-01 F-02 F-03 F-04 F-05 GL-01 GL-02 WT-01 WT-02 WT-03 WT-04
2020, Semester 02
Timber Veneer Flooring Synthetic Gymnasium Flooring Carpet Waterproof Tiling Vinyl Flooring Structural Glulam Structural Glulam Soundproof Timber Stub Concrete Retaining Timber Stub Toilet Partition
91
TECH 04: Wide Span Structures
Ground Floor Plan
week
07
1:200 @ A1 F-01 F-02 F-03 F-04 F-05 GL-01 GL-02 WT-01 WT-02 WT-03 WT-04
2020, Semester 02
Timber Veneer Flooring Synthetic Gymnasium Flooring Carpet Waterproof Tiling Vinyl Flooring Structural Glulam Structural Glulam Soundproof Timber Stub Concrete Retaining Timber Stub Toilet Partition
92
TECH 04: Wide Span Structures
Long Section
week
07
1:200 @ A1 GT-01 GT-02 W-01 W-02 WP-02
Structural Glulam Structural Glulam Dulux White Paint Exposed Timber Wall Padding
24
39
16
16
39
16
40
56
16
1056
OO _T GT
GT
48 GT
TE BO
AP
BA
ROOF
BA 20
GROUND
OO
01
Ba
etba BA
02
27
70 69
St
ag
01
AB
30
10
50
15
2020, Semester 02
93
TECH 04: Wide Span Structures
Wall Connection Details
week
07
1:5 @ A1 DETAIL These drawings formed the basis for a series of detials that would be developed over the next couple of weeks
1
20mm Timber finish
2
15mm Gypsum Drywall
3
100mm Fiberglass Insulation
4
25mm Sarking Board
5
100x50mm Base Plate
25mm Pywood Subfloor
SLAB_TOP
20mm Timber finish flooring
2
Adhesive 3
25mm Plywood Subfloor
4
1.2mm Soundbarrier membrane
5
130mm Concrete Slab
second Base landing Stands -2000
21
20mm Anchored Bolts
20
50x280mm Rim Joist
19
310x50mm Top Plate
18
310x50mm Top Plate
150
-5000 50X100MM Rim Joist
8
519
300
13
14
4mm Polyrubber Gel
9
20mm Anchor Bolts
17
20mm Timber finished walls
16
10mm Gypsum drywall
15
10mm Gypsum drywall
40x20mm Tripower Pad 150mm Mineral Wool
11
10
BRC Reinforcements
7
150mm Mineral wool insulation
8
50x100mm Joists
9
15mm Gypsum Drywall
50 11
Drilled Steel brackets 10
12
6
15
Sealant 200x50mm Top Plates
50
7
51
20
150
6
50
1
130
20mm Timber Flooring finish
25 20
50
15
25
280
16
100
125220
102015
BRC Reinforcements
300mm Concrete Slab 14
12
20mm Timber finish
13
200mm Concrete wall
Steel plate connector
100mm Fiberglass Insulation
50 10 10 10
200
1
2020, Semester 02
Floor to wall connection
2
1:5
94
100
10
200
10
Wall to Stands Connection 1:5
TECH 04: Wide Span Structures
Foundation Detail
week
07
1:5 @ A1
20 15 100 25
5 100
500
200
1
500mm Concrete Retaining Wall
2
Steel sheet piling retaining wall
3
100mm Rigid Insulation
4
5mm Polyrubber gel waterproofing
5
800mm Concrete Foundation Wall
6
BRC Steel reinforcements
7
20mm Anchored Bolts
8
Filter fabric surrounding course gravel
9
Gravel drainage layer
10
100mm radius drain pipe
fourth landing -4000
50
1
SLAB_TOP
A113
150
-5000
200
205
300
300
50
Filter fabric surrounding course gravel
13
Gravel drainage layer
300
14
300
500
200
600
500
5 100
300
1505
450
1
2020, Semester 02
FOUNDATION DETAIL 1 : 10
12
100mm radius drain pipe
11
95
Capillary break between footing and foundation
TECH 04: Wide Span Structures
Roof Structure Options
week
07
1:10 @ A1 4
2
3
3 GLULAM BEAM 800 X 300 mm
GLULAM BEAM 400 X 200 mm
FINISHED CEILING 10mm
SURFACE DIRT R 2.5 400 mm BONDEK 100 mm
4 A701
Ultimately option 03 was chosen as it allowed for a compact roof structure while providing a subtle lattice texture on the interior of the project
INSULATION R 7.0 400 mm
CROSS BEAM @950mm CENTERS 300 X 200 mm
1
Roof - Option One 4
A
4
1 : 25
1 : 10
2
3
3 GLULAM BEAM 800 X 300 mm BONDEK 100 mm GLULAM BEAM 400 X 200 mm FINISHED CEILING 10mm
DIRT R 2.5 400 mm
INSULATION R 2.2 75 mm
6 A701
2
CROSS BEAMS @950mm CENTERS 300 X 200 mm
5
Roof - Option Two
B 1 : 10
1 : 25
4
2
3
3
GLULAM BEAM 800 X 300 mm BONDEK 100 mm GLULAM BEAM 400 X 200 FINISHED CEILING 10mm
DIRT R 2.5 400 mm
5 A701
3
2020, Semester 02
INSULATION R 2.2 75 mm CROSS BEAMS @ 950mm CENTERS 250 X 200 mm
6
Roof - Option Three
C 1 : 10
1 : 25
96
TECH 04: Wide Span Structures
Roof Details
week
07
varies @ A1
6
3
4
5
1
2
A104
1
ROOF_TOP 4800 2 4 A702
1 A701
2 A701
3 A701
1
Section 9 - Callout 1 1 : 50
3
3
3
2
2
ROOF_BASE 2000
2
2020, Semester 02
Section 9 - Callout 1A 1 : 20
4
Section 9 -C allout 1B 1 : 50
3
Section 8 - Callout 1 1 : 50
97
TECH 04: Wide Span Structures
REFLECTION Moving on from last week, we dove into some of the mechanical services to consider having within our building such as ventilation systems, to create the utmost comfort for those using the building. From shortwave heating to trench heating, having options to understand the pros and cons for both and narrowing down our decisions.
WEEK 08 Mechanical Services Drawing Development KNOWLEDGE Throughout this week we have introduced the services required after doing considerable research on what would be the best option for an underground gym. Overall leaning towards the use of a trench heating and cooling system that is located around the perimeter of the lower ground. This as it is the least intrusive into the basketball court space and reduces the possible cause of injury as it is a flush finish with the floor. As well as continuing to develop the long and short sections to include the required hatches and details. And beginning to look at a plausible solution for the drainage of our green roof.
2020, Semester 02
98
TECH 04: Wide Span Structures
Mechanical Services
week
08
NATURAL COOLING & VENTILATION
2020, Semester 02
99
TECH 04: Wide Span Structures
Mechanical Services
week
08
HEATING SYSTEMS - SOLAIRA
2020, Semester 02
100
TECH 04: Wide Span Structures
Mechanical Services
week
08
HEATING SYSTEMS - SOLAIRA
- Alpha series - Most versatile heating unit - instant, controllable, directional heat - integrate heating technology with clean un-intrusive lines - commercial grade - powder coated aluminum body and mounting brackets, stainless accessories - indoor or outdoor rated for wet or dry conditions - 85% energy conversion with no co2 or nox emissions
2020, Semester 02
APPLICATION : - Wall mounted - Alpha H2 - 3000w & 2250w @ 208v - Clearance to ceiling : - Ceiling Mount : 50cm - Wall mount : 100cm - Weight : 5.6kg
101
TECH 04: Wide Span Structures
Mechanical Services
week
08
MECHANICAL COOLING & VENTILATION TRENCH HEATING & COOLING SYSTEM
Option 2
2020, Semester 02
102
TECH 04: Wide Span Structures
Mechanical Services
week
08
BATHROOM VENTILATION EXTRACTOR FAN
All joints wrapped tightly with foil tape or duct mastic PVC duct sloped towards exhaust
Hood with damper
Duct supports prevent sags Minimum two screws per joint Fan housing caulked to drywall
2020, Semester 02
103
TECH 04: Wide Span Structures
Mechanical Services
week
08
SOLAR WATER HEATER - SOLAHART air vent pressure relief valve
tank
freeze prevention valve
cold water in
collector drain
relief valve hot water out
tank
drain
2020, Semester 02
104
TECH 04: Wide Span Structures
Lower Level Plan
week
1:100 @ A1
FF01 FF02 FF03 FF04 FF05 GL01 GL02 W01 W02 W03 W04 W05 P01 ET01 WP01 WV01 WT01
A201 1
11732
C
D
1675
3982
4033
1680
1 TRENCH HEATING / COOLING
LG.0610 UP
2
LANDING 4
07
A503
19 m†
F-03
G
8
3983
F-03
1680
3988
ELECTRICAL SWITCHBOARD
5
Away ChangeA503 Rooms 6
-5519
39 m†
03
-5000
7 RL: -5000
-5000
8545
04
1878
A503
F-04
3
2
8
Home Change Rooms
3
-5000 -5000
26 m† 9
A501
WT-01
LG.01 702 m†
-
3
F-04
2
A502
10 2
11
4 14640
Basketball Court
05
-5519
--RL: -5000
A202
19258
5000
12
1
-5519 14
A502
LG.04
SLOPE: 1/50 RL: -5000
1
4
-5519
4
13
TRENCH HEATING / COOLING
A202
1
27 m†
WT-01
5000
TRENCH HEATING / COOLING
09
28000
LG.05
RL: -5000 SLOPE: 1/50
2
TRENCH HEATING / COOLING
2489
1698
Meeting Room 6 A502 LG.03
FIRE REEL
A301
L
K
J
5
9
STORAGE
I
7 08
8
RL: -4000
F-01
H
1680
7
Storage
6930
A301
F
E
Timber Veneer Flooring Synthetic Gymnasium Flooring Carpet Waterproof Tiling Vinyl Flooring Structural Glulam Polished Structural Glulam Exposed Soundproof Timber Stub Wall Timber Stud with Concrete Retaining Wall Timber Stud Double Brick Wall Toilet Partition Dulux White Paint Exposed Timber Wall Padding Wall Vinyl Wall Tiling
4960
1
B GL - 02
GL - 01
A
08
Dancing Room 1
5000
TRENCH HEATING / COOLING
LG.02
450 m† A502
2
3
WT-01
F-05
RL: -5000
5
11
06
F-01
TRENCH HEATING / COOLING
WT-02
6930
F-02
Storage 11 LG.07 14
TRENCH HEATING / COOLING
A503
12
11 m† 13
9
6 2 A201 2 A302
1 A302
2020, Semester 02
105
TECH 04: Wide Span Structures
Ground Floor Plan
week FF01 FF02 FF03 FF04 FF05 GL01 GL02 W01 W02 W03 W04 W05 P01 ET01 WP01 WV01 WT01
1:100 @ A1
A
B
11732
C
D
3982
1675
E
F
1680
4033
G
H
1680
3983
I
J
1680
3988
K
1698
L
08
Timber Veneer Flooring Synthetic Gymnasium Flooring Carpet Waterproof Tiling Vinyl Flooring Structural Glulam Polished Structural Glulam Exposed Soundproof Timber Stub Wall Timber Stud with Concrete Retaining Wall Timber Stud Double Brick Wall Toilet Partition Dulux White Paint Exposed Timber Wall Padding Wall Vinyl Wall Tiling
2489
1
7
LANDING 4 RL: -4000
LANDING 3 UP
UP
F-01
2
LANDING 1
RL: -2000
7 R @ 148.7 mm
7 R @ 137.0 mm 2
LANDING 2 UP
RL: -3000
UP
RL: -1000
UP
4960
6930
1 A301
01 7 R @ 142.9 mm
7 R @ 142.9 mm FIRE REEL
F-01
F-01
F-01
8 5000
A301
3 1 1 3
A501
A202
RL: -2000
4
4
2
OVERHANG 2
19258
5000
A202
UP
5000
STANDS
5
6930
02
F-01
9
6 2 A201 2 A302
1 A302
2020, Semester 02
106
TECH 04: Wide Span Structures
Lower Level RCP
week
08
1:100 @ A1
A
B
C
D
F
E
G
I
H
K
J
L
1
1
C01
A301
FCL: -3250
LG.06 19 m†
SLOPE: 7.4/12
7
FCL: -1200
C01
Storage
Meeting Room
SLOPE: 7.4/12
FCL: -2200
C03
LG.03
Extractor Fan
39 m†
2
Away Change Rooms LG.05
2 A301
FCL: -2200
3
8
27 m†
C02
C01
FCL: -2200 Extractor Fan
C02
Home Change Rooms LG.04 26 m† Basketball Court
C01
FCL: -2200
LG.01
4
Dancing Room LG.02
5
C01
Storage LG.07 11 m†
FCL: -2200
9
6
2020, Semester 02
107
2
1
A302
A302
TECH 04: Wide Span Structures
Ground Floor RCP
week
08
1:100 @ A1
A
B
C
D
E
F
G
H
I
J
K
L
1
7
1 A301
2
8
2
A301
3
4
5
9 6
2020, Semester 02
108
TECH 04: Wide Span Structures
Long Sections
week
1:100 @ A1 1
2
A302
A302
L
J
K
2489
I
3988
1698
G
H
1680
F
E
1680
3983
4033
D
B
1680
5656
ROOF TOP GT - 01
GT - 01
DIRT
GT - 02
4489
WATER VAPOUR BARRIER
BONDEK
MINIMUM CEILING 7 R @ 142.9 mm
1700
-1000
26
25
HOT WATER
Basketball Court
7 R @ 137.0 mm
03
Meeting Room
08
-4005
LG.03
Storage
39 m†
LG.01 7 R @ 142.9 mm 702 m†
LG.06
WATER TANK
W-02
-5000
1478
27
-3041
29.72
28
31.7 8
29
30.5 8
30
Timber Veneer Flooring Synthetic Gymnasium Flooring Carpet Waterproof Tiling Vinyl Flooring Structural Glulam Polished Structural Glulam Exposed Soundproof Timber Stub Wall Timber Stud with Concrete Retaining Wall Timber Stud Double Brick Wall Toilet Partition Dulux White Paint Exposed Timber Wall Padding Wall Vinyl Wall Tiling
0
7 R @ 148.7 mm
30.5 8
SYSTEMS CRAWSPACE
GROUND_FLOOR
-2000
7 R @ 143
FF01 FF02 FF03 FF04 FF05 GL01 GL02 W01 W02 W03 W04 W05 P01 ET01 WP01 WV01 WT01
08
STANDS_BASE -2000
WP-01
Lower Level RCP
300
1021
-5000
1543
B
A
11732
C
1675
D
3982
E
1680
F
4033
2
1
A302
A302
G
I
H
1680
3983
K
J
3988
1680
1698
L
2489
ROOF TOP 4489
MINIMUM CEILING 7 R @ 142.9 mm
1700 GROUND_FLOOR 0
7 R @ 148.7 mm 12 R @ 166.7 mm
7 R @ 137.0 mm WATER TANK
Basketball Court LG.01
7 R @ 142.9 mm
09
03
STANDS_BASE -2000
7 R @ 142.9 mm
702 m†
Away Change Rooms LG.05 27 m†
Lower Level RCP -5000
2020, Semester 02
109
TECH 04: Wide Span Structures
Short Sections
week
1:100 @ A1 2
1
A301
6
5
9
2135
4795
3
4
5000
5000
A301
1
82
6930
5000
ROOF TOP 4489
MINIMUM CEILING 1700 GROUND_FLOOR 0
FF01 FF02 FF03 FF04 FF05 GL01 GL02 W01 W02 W03 W04 W05 P01 ET01 WP01 WV01 WT01
08
Timber Veneer Flooring Synthetic Gymnasium Flooring Carpet Waterproof Tiling Vinyl Flooring Structural Glulam Polished Structural Glulam Exposed Soundproof Timber Stub Wall Timber Stud with Concrete Retaining Wall Timber Stud Double Brick Wall Toilet Partition Dulux White Paint Exposed Timber Wall Padding Wall Vinyl Wall Tiling
STANDS_BASE oo 06 Storage
Dancing Room
05 Home Change Rooms
LG.07
LG.02
LG.04
11 m†
50 m†
26 m†
04
-2000
Away Change Rooms LG.05 27 m†
Lower Level RCP -5000
2
1
A301
5
6
6930
4
3
5000
5000
A301
82
1
5000
6930
ROOF TOP 4489
MINIMUM CEILING 1700 GROUND_FLOOR 0 STANDS_BASE oo -2000
Basketball Court LG.01
Meeting Room
702 m†
LG.03 39 m†
Lower Level RCP -5000
2020, Semester 02
110
TECH 04: Wide Span Structures
Roof Drainage
week
varies @ A1
FF01 FF02 FF03 FF04 FF05 GL01 GL02 W01 W02 W03 W04 W05 P01 ET01 WP01 WV01 WT01
3
1
08
Timber Veneer Flooring Synthetic Gymnasium Flooring Carpet Waterproof Tiling Vinyl Flooring Structural Glulam Polished Structural Glulam Exposed Soundproof Timber Stub Wall Timber Stud with Concrete Retaining Wall Timber Stud Double Brick Wall Toilet Partition Dulux White Paint Exposed Timber Wall Padding Wall Vinyl Wall Tiling
Roof - Guttering 1 : 20
L
K
2489
J
1698
I
3988
H
1680
G
3983
F
E
1680
4033
D
1680
GT - 01
GT - 01
B
5656
GT - 02
DIRT BONDEK
WATER VAPOUR BARRIER
T PLAN SIT SITE 2000 GROUND_FLOOR 0
W-01
Basketball Court 5
WATER TANK
W-02
STANDS_BASE -2000
702 m†Storage 6
WP-01
SLAB_TOP
300
1021
-5000
1543
1
2020, Semester 02
LONG SECTION - guttering 1 : 100
111
TECH 04: Wide Span Structures
REFLECTION After discussions held, throughout this week’s work we have decided to further research a hydraulic cooling and heating system. As well as reconsidering the elements of the details to further work the up. Research based on looking at a potential water storage to link up the roof drainage. With the updated roof drainage system now using a deckdrain geocomposite layer to drain the water collected into pipes sitting under the surface.
WEEK 09
However further work is required in reconsidering the stair detail to be concrete based.
Services Stair Details KNOWLEDGE As recommended by our tutor, we’ve also researched the Atlantis water storage system which creates a more flexible area and volume of storage, as well as space saving as it’s located underground. In addition, also researching another type of heating and cooling systems which is the hydronic system, as we want the space to be a consistent temperature throughout. As our roof consists of several wavy strips, we want to avoid any water build up above which led us to looking at automatic drainage pumps as well. doluptistem ut as maximi, si beaquat empost, ute in rem am ulpa inctotae
2020, Semester 02
112
TECH 04: Wide Span Structures
Atlantis Water Storage
week
09
ADVANTAGES - Modular rainwater harvesting tank - Unlimited capacity - Hidden, saves space - Stores clean water - Unlimited capacity - Customisable
INSTALLATION : 1. Excavation 3. Two layers of geotextile fabric 4. Atlantis tank units 5. Seal 6. Insert pipe through “boot�, placed on top of tank 7. Seal it up with adhesive and a hose clamp 9. Geogrid layed on top
- A pump can easily be installed - Quantity & Quality control
2020, Semester 02
113
TECH 04: Wide Span Structures
Atlantis Water Storage
week
Atlantis Flo-Tank Modules
Filtration unit
09
Washed River Sand
Pump
Geotextile Plastic liner
Flo-Tank Filtration unit
Washed river sand
Pump
Geotextile
Water percolation
2020, Semester 02
114
TECH 04: Wide Span Structures
Water Drainage Pump
week
09
AUTOMATIC PUMP SYSTEM PEDROLLO
2020, Semester 02
115
TECH 04: Wide Span Structures
Hydronic Heating
week
09
MECHANICAL COOLING & HEATING CAMBRO
Hot water
Expansion tank Cold water return Water supply
Circulating pump Pressure reducing valve
2020, Semester 02
116
TECH 04: Wide Span Structures
Hydronic Heating
week
09
Flooring
MECHANICAL COOLING & HEATING CAMBRO
PEX tubing Insulation Seeper
Cool water
Expansion tank water return Water supply
Electric cooler
Circulating pump Pressure reducing valve
2020, Semester 02
117
TECH 04: Wide Span Structures
Roof Plan
week
09
1:100 @ A1 A
B
C
D
E
F
G
H
I
J
K
L
A201 1
1 ---
7
1 A301
2
8
2A301 ---
SOLAR PANELS
SOLAR PANELS
3 SOLAR PANELS SOLAR PANELS
2
A202
4
SOLAR PANELS
5
SOLAR PANELS
SOLAR PANELS
11 10
6 2 -
A201
--2 A302
1 A302
2020, Semester 02
118
TECH 04: Wide Span Structures
Elevations
week
09
1:100 @ A1 L
1
2
A302
A302
K
J
I
H
G
F
E
D
C
B
GL01
ROOF TOP 4489
GL01
WG01
MINIMUM CEILING 1700 GROUND FLOOR 0 STANDS BASE -2000
COURT BASE -5000
1
East Elevation 1 : 100
A
B
C
D
E
F
G
2
1
A302
A302
H
I
J
GL01 WG01
ROOF TOP 4489
GL01
MINIMUM CEILING 1700 GROUND FLOOR 0 STANDS BASE -2000
2
2020, Semester 02
West Elevation 1 : 100
119
TECH 04: Wide Span Structures
Elevations
week
09
1:100 @ A1 1
1
2-
7 A301
2 8A301 ---
3
4
5
6
GREEN ROOF GRASS
GL01
ROOF TOP 4489
MINIMUM CEILING 1700 GROUND FLOOR 0 STANDS BASE -2000
COURT BASE -5000
1
North Elevation 1 : 100
11 6
10
5
4
3
2-
1
--A301
A301
82
7
1
GREEN ROOF GRASS
GL01
ROOF TOP 4489
01
02
MINIMUM CEILING 1700 GROUND FLOOR 0
2 2020, Semester 02
South Elevation 1 : 100
120
TECH 04: Wide Span Structures
Wall Connection Details
week
09
1:5 @ A1 LEGEND
LEGEND 1
WA-01
Oak finish
2
WA-02
Gypsum Drywall 12 WP-01
11 FL-01
Concrete Slab
1
FL-03
Timber finish floor 11 CN-02
Steel brackets 21 CN-03
Polyrubber Gel
2
AD-01
Adhesive
Oak finish
Plywood Subfloor 13 WA-03
12 WA-01
3
INSUL-01
Fiberglass Insulation 13 TP-01
Tripower Pad
3
FL-02
4
WA-03
Sarking Board 14 INSUL-01
Fiberglass Insulation
4
MB-01
Soundbarrier membrane 14 INSUL-01
5
BP-01
Base Plate
15 FL-02
Plywood Subfloor
5
FL-01
Concrete Slab 15 WA-02
6
JT-01
Rim Joist
16 FL-03
Timber floor finish
6
RF-01
BRC
7
SL-01
Sealant
7
INSUL-02
Mineral Wool Insulation 17 WA-01
Oak finish Top Plate
Concrete Wall Fiberglass Insulation
16 WA-02
TP-01
Top Plate
8
JT-02
Joist
9
CN-03
Anchor Bolts
9
WA-02
19 TP-01 Gypsum Drywall
Top Plate
BRC
10 CN-01
Steel Plate Connector 20 JT-01
Rim Joist
20015
100
18 TP-01
Gypsum Drywall Gypsum Drywall
8
10 RF-01
Anchor Bolts
25
3 1
20mm Timber finish
2
15mm Gypsum Drywall
5
130mm Concrete Slab
20mm Timber finish flooring Adhesive
2 1
25mm Plywood Subfloor 4
1.2mm Soundbarrier membrane
15 25mm Pywood Subfloor
125220
second Base landing Stands
100x50mm Base Plate
Sealant
8
200x50mm Top Plates
19 310x50mm Top Plate
BRC Reinforcements
8
50x100mm Joists
18 310x50mm Top Plate
9
15mm Gypsum Drywall
150
50
50
10 Steel plate connector
17 20mm Timber finished walls 20mm Anchor Bolts
300
9
6
15
7
20 50x280mm Rim Joist 50
50X100MM Rim Joist
51
25 20
21 20mm Anchored Bolts
6
200 519
-2000
280
5
-5000
20
50
25mm Sarking Board
SLAB_TOP
150
50
10
4
130
16 20mm Timber Flooring finish
11 Drilled Steel brackets
16 10mm Gypsum drywall 10 BRC Reinforcements 15 10mm Gypsum drywall
10 10 10
12 4mm Polyrubber Gel
100
10
200
10
13 200mm Concrete wall
12 20mm Timber finish
11 300mm Concrete Slab 14 100mm Fiberglass Insulation
13 40x20mm Tripower Pad 14 150mm Fiberglass
1
2020, Semester 02
Floor to wall connection
2
1:5
121
Wall to Stands Connection 1:5
TECH 04: Wide Span Structures
Foundation Detail
week
09
1:5 @ A1
LEGEND 12 DP-01
1
BF-01
Backfill
2
RW-01
Concrete Retaining 13 BF-02 Wall
Gravel Filter Fabric
3
RW-02
Steel Sheet Pile14 MB-02
4
INSUL-03
Rigid Insulation15 WA-02
5
WP-01
Polyrubber Gel
6
RF-01
BRC
7
CN-03
Anchor Bolts
8
MB-02
Filter Fabric
9
BF-02
10 DP-01
20 15 100 25
Drain Pipe
500
5 100
1
100mm Backfill
Gypsum Drywall
2
500mm Concrete Retaining Wall
3
Steel sheet piling retaining wall
4
100mm Rigid Insulation
5
5mm Polyrubber gel waterproofing
6
BRC Steel reinforcements
7
20mm Anchored Bolts
9
Gravel drainage layer
Gravel fourth landing
Drain Pipe
-4000
50
1
SLAB_TOP
A113
150
-5000
200
300
300
50
200
300
300
14 Filter fabric surrounding course gravel
13 Gravel drainage layer 5 100
300
1505
314
10 100mm radius drain pipe
12 100mm radius drain pipe
11 Capillary break between footing and foundation
2020, Semester 02
122
TECH 04: Wide Span Structures
Stair Details
week
varies @ A1
09
---
ROOF_BASE 2000
LEGEND
Timber Stair Landing
3
RL-02
Birch Railing
4
RL-01
Steel Post
5
RL-03
Steel Baluster
6
IT-01
Wooden Shelves
TERRAIN_LEVEL 0.0 GROUND_FLOOR 75 0 1000
Gym Flooring
FL-05
first landing -1000 1000
FL-04
2
second Base landing Stands -2000 1000
1
third landing
1000
1000
2
-3000
A116
-4000
1000
1
93
143
1000
fourth landing
SLAB_TOP
A116
-5000
2 1
4
Timber Stair Landing 3
Gym Flooring
Birch Railings 1677
4000
1660
Steel Posts 5
6 Wooden Shelves Steel Balusters
4000
4000
1680
1680
4000
1680
Stair Detail 1:100 @ A1
LEGEND ST01
Tread Oak finish11 INS01
ST02
Riser Oak Finish12 JT02
Joist
FL01
Concrete Subfloor 13 FL02
Plywood Subfloor
JT03
Stair Joist
14 FL03
Timber Flooring finish
JT04
Stair Base Joist 15 CN03
Steel Mounting Plate
Fiberglass Insulation
CN03
Anchor Bolts
16 RL01
Steel Post
JT04
Stair Joist
16 RL02
Birch Railing
TPP01
Tripower Pad
WP01
Polyrubber Gel
FL01
Concrete Slab
300
10
16 30mm Birch railing
2010 40
1
20mm
a Flooring Finish
2
25mm Ply ood Sub loor
LEGEND
50
14 20mm Timber looring inish
Stair Base oist
5
Stair Base
25 20
third landing
ounting Plate
20
22 1
4
14 Steel
SL B T P
150
150 150mm oist
11 150mm Fiberglass Insulation
oncrete Sub loor
12
a Riser Finish
11
a Tread Finish
Tri o er Pad
1
13
50
nchored Bolt
50
-5000
6
-3000
3
50
3
13 25mm Ply ood Sub loor 12 50 150mm oist
oncrete Sub loor
133
3
ounting Plate
15 Steel Post 22 1
a Riser Finish
103
2 3
a Tread Finish
133mm Fiberglass Insulation
4
Stair Landing
5
1 mm Gy sum Dry all eiling
6
oncrete Wall
50
oists
0 50mm To Plate nchor Bolt
40 20
15 Steel
ost
1
30 20
16 30mm Steel
50
30mm Timber railing
3
1
1
FL03
Timber Flooring11 Finish ST02
Riser Oak Finish
2
FL02
Plywood Subfloor 12 ST01
Tread Oak Finish
3
INS01
4
JT06
Stair Landing Joist 14 CN03
Steel Mounting Plate
5
CL01
Gypsum Drywall15 CN03
Steel Mounting Plate
6
TP01
Top Plate
Steel Post
7
CN03
Fiberglass Insulation 13 FL01
16 RL01
Anchor Bolts 16 RL02
8
WA03
Concrete Wall
9
CN05
Stair Ledger
10 CN02
Concrete Subfloor
Birch Railing
Steel Brackets
Polyrubber Gel 10 300mm
oncrete Slab
10 Steel brac ets
2020, Semester 02
Stair Ledger
Stair to Floor Connection
Stair Landing Connection
1:5 @ A1
1:5 @ A1 123
TECH 04: Wide Span Structures
Roof Details
week
09
varies @ A1 4
11 3
ROOF TOP 4489
GLULAM BEAM 800 X 300 MM BONDEK 100 MM GLULAM BEAM 400 X 200 MM FINISHED CEILING 10 MM
2 A704
3 A704
GUTTERING 180 X 100 MM DIRT R 2.5 400 MM INSULATION R 2.2 75 MM CROSS BEAMS @ 950 CENTERS 250 X 200 MM
MINIMUM CEILING 1700
Roof Detail 1:100 @ A1
11 3
4
DECKDRAIN GEOCOMPOSITE - FLOW RATE 4.3 25 MM MOISTURE RETENTION LAYER AND AERATION LAYER 20 MM DRAINAGE PIPE WITH FILTER FABRIC AROUND ROOT BARRIER AND WATERPROOFING MEMBRANE 20 MM
MINIMUM CEILING 1700
2020, Semester 02
Parallel Beam Detail
Window Detail
1:5 @ A1
1:5 @ A1 124
TECH 04: Wide Span Structures
Glulam Components
week
09
varies @ A1 R 16000
R 9000
CURVE 5 RADIUS 16000 55 DEGREES R 4000
CURVE 1B
CURVE 3
CURVE 1C
CURVE 1A
CURVE 3B
RADIUS 9000 55 DEGREES
CURVE 1D
CURVE 1
CURVE 5B
CURVE 3C CURVE 3D
CURVE 3A
CURVE5A
55˚
CURVE 5C CURVE 5D
CURVE 2B
CURVE 4B
CURVE 2C
R 4000
CURVE 6B
CURVE 4C
CURVE 6D
1870
1870
CURVE 6A
CURVE 4D
1870
CURVE 4A
CURVE 2 50˚
CURVE 6C
R 16000
R 9000 CURVE 2D
CURVE 2A
RADIUS 4000 50 DEGREES
1445
55˚
1445
RADIUS 4000 55 DEGREES
1445
55˚
CURVE 4 RADIUS 9000 50 DEGREES
CURVE 6
50˚
RADIUS 16000 50 DEGREES
50˚
CURVE 5B
CURVE 1C
CURVE 5C
CURVE 5B
CURVE 3A
CURVE 1D
CURVE 1D
CURVE 1A
CURVE 5B
55 DEGREES
CURVE 3C
2000
R 16000
R 9000
CURVE 1D R 4000
MINIMUM ROOF LEVEL
2500
ONE
GROUND LEVEL CURVE 5B
CURVE 5B
CURVE 1C
CURVE 3A
CURVE 1D
CURVE 5C
CURVE 3A
CURVE 3A
CURVE 3D
TWO 55 DEGREES
L CURVE 6B
CURVE 4C CURVE 6D
CURVE 4B
CURVE 2C
CURVE 6A
CURVE 2D
CURVE 4A
CURVE 2D
1 A302
K
J
CURVE 2B
CURVE 2C CURVE 2A
THREE 50 DEGREES
ROOF TOP CURVE 3B CURVE 1D
CURVE 3B
CURVE 3C
CURVE 3A
CURVE1D
4489
CURVE 5C CURVE 5D
CURVE 1A
CURVE 3A
FOUR 55 DEGREES CURVE 5C
CURVE 3B
CURVE 5D
CURVE 5A
CURVE 5B
CURVE3C CURVE 5D
CURVE 5C
CURVE 5A
MINIMUM CEILING 1700
FIVE 55 DEGREES
1
2020, Semester 02
125
GLULAM CONNECTION 1 : 50
TECH 04: Wide Span Structures
Glulam Structure
week
09
1:200 @ A1
10mm EXPOSED GLULAM CAPPING SHEET
800x300mm COMPOSITE GLULAM BEAM
400x200 COMPOSITE GLULAM BEAM
300x200mm COMPOSITE GLULAM CROSSBEAM
2020, Semester 02
126
TECH 04: Wide Span Structures
Exploded Glulam Structure
week
09
1:200 @ A1
300mm DIRT LAYER
150mm DIA DRAINAGE PIPE
VAPOUR SHEET & WATERPROOF LINING HYBRID SHEET
90x90 GLULAM SETOFF
100mm BONDEK SUSPENDED SLAB
400x200mm COMPOSITE GLULAM BEAM
800x300mm COMPOSITE GLULAM BEAM
300x200mm COMPOSITE GLULAM BEAM
INSULATION & LIGHTING BUILDUP W/ 10mm TIMBER ACOUSTIC BOARD
800x300mm COMPOSITE GLULAM BEAM
400x200mm COMPOSITE GLULAM BEAM
2020, Semester 02
127
TECH 04: Wide Span Structures
REFLECTION Throughout this week focusing on the development of the details as well as forming the window schele and including the needed drawings for the accessible toilet. Ensuring that we are developing these based off the fedback given in order to ensure the elements of each detail are correct in the way that they are shown. And being able to identify these key moments through the set of details that we are producing.
WEEK 10 Detail Development Window Schedule KNOWLEDGE As we have been developing the technical drawings this week, we have focused on ensuring that we have met all standards and conventions. Aiming to be able to annotate the details in an extensive manner to convey the structure and elements of each section. As well as adding the necessary material tages and levels to ensure there is this needed element of consistency throughout the whole drawing set.
2020, Semester 02
128
TECH 04: Wide Span Structures
Retaining Wall Details
85
week
150
varies @ A1
10
WD-01
WF-01
Window frame taped to blocking
20mm FF-01
135
277
100
242
320
1520
GROUND FLOOR
50 3
50 33
66
95
0 150x50mm TP-0, Blocking for Flanged-Window Mounting
100x50mm TP-01
20mm PW-01
20mm TI-01
A706
15mm DW-01
100mm BF-01
GROUND FLOOR
1
0 ST-01
100mm IN-01
100mm IN-02
25mm SB-01
Window To Concrete Detail
300mm CW-01 5mm WP-01
10mm d. SR-03
100
200
100
5
300
25
100
1520
Curtain Wall Detail
STANDS BASE oo
1:5 @ A1
-2000
100
200
100 5
300
25 100 15 20
5mm WP-01
Earth 100mm IN-02
10mm r. SR-03
ST-01
300mm CW-01 100mm BF-01 Foundation Detail
-
A704
---
COURT BASE
COURT BASE -5000
150
1
A706
2520
2
Wall To Floor Detail
-5000
300
10mm r. AB-01
50mm soil
300
100mm r. DP-01
200
100mm r. DP-01
Side Wall Detail
Cappilary Break between footing and foundation
300
500
Gravel drainage layer
Filter Fabric surrounding gravel
1:20 @ A1
300
1303
Foundation Detail 2020, Semester 02
129
1:5 @ A1
TECH 04: Wide Span Structures
Glulam to Slab Details 1:20 @ A1
week
10
A
1 A709
1 A708
GROUND FLOOR GL-01
GL-01
0
800
GL-01
CONC
pp
GL-01
1034
-1000
STANDS BASE oo 135 .00
-2000
nn
3166
-3041
100mm BF-01
1 A705
COURT BASE -5000
GRAVEL DRAINAGE LAYER PF-01
Glulam to Slab Detail 1:20 @ A1
2020, Semester 02
130
TECH 04: Wide Span Structures
Glulam to Slab Details
week
1:5 @ A1
10
GLULAM BEAM
70mm AIR GAP MINIMUM FOR EXPANSION
301030 250
250
GROUND FLOOR GL-01
75
75
10
10
10
10
10
10
10
85
10
30
50
10
10
10
10
10
10
10
10
10
10
STEEL BOLT
60
10
30
201
10
50
10
10
10
60
60 10
STEEL WASHER
50
10
10
100
100
85
10
350
10
30
10
85
60
200
10
180
30
180
100
50
85
10
10
60
200
20mm DIA STEEL DOWEL
10
350
50
5mm STEEL PLATE
199
10
60
10
60
10
60
40 30
GL-01
100
0
40
50
50
35
50
36
50
470 470
Beam End to End
Slotted Steel Plate
1:20 @ A1
1:20 @ A1
A 100
200
40
98
ST-01
CONC
40mm AIR GAP MINIMUM FOR EXPANSION
GL-01 EXPOSED GLULAM STRUCTURAL BEAM
100mm BF-01 TERMITE BARRIER 200mm ST-01
10mm AIR GAP MINIMUM FOR EXPANSION
100mm IN-02
20mm FF-01 TIMBER FLOOR FINISH
2520
COURT BASE 150
IN-SITU CONCRETE W/ STEEL FRAMING REFER TO WALL TYPE: CW-01
4
20
10mm STEEL PLATE
TP-01@ 350mm CENTRES 10mm r. AB-01
300
HOLLOW STRUCTURAL STEEL 50mm THICK
-5000 GLULAM SINGLE STUD @ 350mm CENTRES
10mm r. SR-03
50
50mm SOIL
.00 135
250
100mm r. DP-01
.00 135
100mm r. DP-01
200
135 .00
80
200
.00 135
GRAVEL DRAINAGE LAYER
CAPPILARY BREAK BETWEEN FOOTING AND FOUNDATION
300
PF-01
23 5.0 0
598
150
799
150
808
Beam End to Slab 1:20 @ A1 2020, Semester 02
131
TECH 04: Wide Span Structures
Roof Details
week
10
1:20 @ A1
2 A301
8
2
300
800
GL-01
150
GL-01
SITE PLAN 2000
-
2
---
A301
8
2
2531
3
ROOF TOP 950
4489
150 13045
GROUND FLOOR 0 GL-01
GL-01
4 A710
GL-01
1
1725
SERVICE CRAWL SPACE
A710 GL-01
SITE PLAN
150 130
STANDS BASE
2020, Semester 02
2000
-2000
ss MINIMUM CEILING 1700
Roof to Stair Detail
Roof Structure
1:20 @ A1
1:20 @ A1
132
TECH 04: Wide Span Structures
Roof Details
week
1.5 @ A1
10
-
3
---
GL-01
DRT GLULAM BEAM 800 x 300 MM DIRT R2.5 400 MM
DECKDRAIN GEOCOMPOSITE - FLOW RATE 4.3 25 MM
DRAINAGE PIPE R.50 MM
2
BDEK BONDEK 100 MM
IN-01
INSULATION R 2.2 75 MM
GL-02
CROSS BEAMS @ 950 CENTERS 250 X 200 MM
150
DIRT R2.5 400 MM
2020
GLULAM BEAM 800 x 300 MM
DECKDRAIN GEOCOMPOSITE - FLOW RATE 4.3 25 MM
100
25 18 214
GL-01
DRT
FINISHED CEILING 10 MM
DRAINAGE PIPE R.50 MM
GL-01
150
DRT
75
118 24
113
BDEK BONDEK 100 MM
IN-01 GL-01
DRT
INSULATION R 2.2 75 MM
CROSS BEAMS @ 950 CENTERS 250 X 200 MM
100
250
2020
GL-02
10
BDEK
75
113
BDEK
IN-01
FINISHED CEILING 10 MM
IN-01
GL-02
250
GL-02
SITE PLAN
10
2000
300
2020, Semester 02
300
100
Window Connection
Parallel Beam Connection
1:20 @ A1
1:20 @ A1
133
TECH 04: Wide Span Structures
Wall Types
week
10
25
1:10 @ A3
WA01
270
110 50 110 10 90 18
100
200
120mm Brick 30mm Gap 120mm Brick
118
100 5
DOUBLE BRICK WALLS EXTERNAL WALLS
730
25mm Sarking Board 300mm Concrete Wall 5mm Polytubber Gel 100mm Rigid Insulation 200mm Steel Sheet Pile 100mm Backfill
WA05
300
RETAINING WALLS UNDERGROUND
WA02
WA06 TIMBER STUD WALL INTERNAL WALL
38938
38mm Double Glazed Panel 9mm Gap 38mm Double Glazed Panel
85
CURTIN WALL GROUND FLOOR
18mm Timber Wakk Cladding 90mm Timber Studs 90mm Fiberglass Insulation 10mm Plasterboard
WA03
WA07 SOUNDPROOF WALLS INTERNAL WALL
2020, Semester 02
200
10mm Birch finish 200mm Concrete 10mm Gap 100mm Fiberglass Insulation 10mm Gypsum Wall 10mm Gypsum Wall
20 15
230
5mm Blue Ceramic Tiles 10mm Warerproof Foam Backer Board 200mm Concrete Wall 15mm Gypsum Drywall 20mm Timber Tile Oak Finish
10 5
WATERPROOF SHOWER TILED WALLS INTERNAL TOILETS
134
TECH 04: Wide Span Structures
Window Schedule
week
10
1:100 @ A1 ROOF TOP 85
85
1415
1415
85
1415
85
85
1415
1415
1415
85
85
85
1415
1415
85
1415
85
1415
1415
85
1415
85
85
1415
1415
85
85
85
1415
1415
1415
85
85
85
1415
85
1415
1457
4489
98
2231
2014
1948
1950
2045
2057
2022
1700
2367
2395
2948
2980
3335
3345
3378
3373
3133
3108
2608
2580
2221
2206
2023
2016
1949
1949
2010
2018
2210
2226
2567
2592
3015
3038
3306
3315
3394
3395
3344
3123
3336
MINIMUM CEILING
85
GROUND FLOOR 0
W-01-20 GROUND FLOOR, WEST ELEVATION
6mm DOUBLE GLAZED SINGLE PIECE 6mm ARGON GAS GAP AL-01 BLOACK POWDERCOATED ALUMINIUM FRAMING
ROOF TOP 4489 98
1457
85
1415
1415
85
85
85
1415
1415
1415
85
85
1415
85
1415
85
85
1415
85
1415
85
1415
1415
85
85
1415
85
1415
1415
85
1415
85
85
1415
85
1415
1415
85 474
GROUND FLOOR
232
274
969
1009
1591
1621
2041
1700 2061
2288
2293
2135
2104
1604
1583
1346
1339
1370
1381
1787
1833
2492
2516
2751
2756
2753
2747
2581
2566
2222
2193
1670
1645
1394
1385
1338
1344
1667
1700
2521
MINIMUM CEILING
0
W-21-40 GROUND FLOOR, EAST ELEVATION 6mm DOUBLE GLAZED SINGLE PIECE 6mm ARGON GAS GAP AL-01 BLACK POWDERCOATED ALUMINIUM FRAMING
40
2220
40
40
2220
40
40
2700 1220
40
40
1220
40
40
1220
40
320
40
W-41 LOWER GROUND FLOOR, DANCE ROOM LG.02
6mm DOUBLE GLAZED SINGLE PIECE 6mm ARGON GAS GAP AL-01 BLACK POWDERCOATED ALUMINIUM FRAMING
6mm DOUBLE GLAZED SINGLE PIECE 6mm ARGON GAS GAP AL-01 BLACK POWDERCOATED ALUMINIUM FRAMING
40
1000
40
W-41 LOWER GROUND FLOOR, DANCE ROOM LG.02
2300
1220
40
2300
2020, Semester 02
135
W-42
W-43
W-44
LOWER GROUND FLOOR, MEETING ROOM LG.03
LOWER GROUND FLOOR, MEETING ROOM LG.03
LOWER GROUND FLOOR, MEETING ROOM LG.03
6mm DOUBLE GLAZED SINGLE PIECE 6mm ARGON GAS GAP AL-01 BLACK POWDERCOATED ALUMINIUM FRAMING
6mm DOUBLE GLAZED SINGLE PIECE 6mm ARGON GAS GAP AL-01 BLACK POWDERCOATED ALUMINIUM FRAMING
6mm DOUBLE GLAZED SINGLE PIECE 6mm ARGON GAS GAP AL-01 BLACK POWDERCOATED ALUMINIUM FRAMING
TECH 04: Wide Span Structures
10
week 2714 1100
950
23
20
1160
1594
1150mm SS-01 Grab Rail
STANDS BASE oo -2000
1100 670
UNISEX ACCESSABLE BATHROOM
STORAGE
LG.08
LG.09
33
3300
789
670mm SS-01 Grab Rail
670mm SS-01 Grab 5 m² Rail
9 m²
11
12
13
6738
779
779mm SS-01 Drop down grab rail
507
840
840
1411
11
WC
Basin
38
38 285
596
SS-01 Vertical Grab Rail
1150 1150mm SS-01 Grab Rail
Unisex Accessible Bathroom Plan 1:20 @ A1
38
2750
1139
780mm SS-01 Vertical Grab Rail
687mm SS-01 Vertical Grab Rail
687
1 A302
5106
200
100
1520
38
229
1139mm SS-01 Drop Down Grab Rail Basin
6mm VR-01
670mm SS-01 Grab Rail
10mm BB-01
200mm CW-01
5mm WT-01 WC
100mm IN-01
100mm d. Flush Threshhold from toilet
455
569
662
2 degree slope 12mm FF-05
15mm DW-01
20mm TI-01
2.5mm Bond Coat
100
Toilet Drainage Detail
10 50
6.5mm BB-01
COURT BASE
-5000 99
100
-5000
50X180mm RJ-01
50X81mm RJ-01
70
151
81
150
124
27312
COURT BASE 1 A903
50x150mm FJ-01
50
356
2020, Semester 02
2714
50
306
50
305x70mm BP-01
50
356
Unisex Accessible Bathroom Section
Unisex Accessible Bathroom Drainage
1:10 @ A1
1:5 @ A1
136
TECH 04: Wide Span Structures
REFLECTION ---
9
FINAL DRAWINGS
The last push into curating the ďŹ nal drawings and details of the task as a team. Throughout the semester, we continue to gain and better understand from the provided weekly feedbacks, to produce neat and successful drawings from the guidance of our tutor. We’ve also done a few more details to further contribute to the compiled drawings, stitching all our understandings together. On working the tasks over the semester, it has provided us with a clearer understanding of architectural technologies and their application in the design of architecture. Expanding our knowledge about structural, constructional, environmental, and servicing requirements for buildings along with an appreciation of the associated design implications of these technologies as they are translated into building form. Special thanks to our tutor, Yohan, who has consistently helped us improve every step of the way.
KNOWLEDGE
2020, Semester 02
137
TECH 04: Wide Span Structures
A000 Cover
SCALE:
Prva ObrenovaÏka Gymnasium Miloša ObrenoviÉa 169, Obrenovac, Serbia
GROUP C
Subject Tutor Date
2020, Semester 02
138
s3783945 s3752105 s3779797
ARCH 1014 Yohan Abhayarantne 13-10-2020
17/10/2020 7:47:40 PM
Alannah Jose Eu Lynn Yeo Darcy MacCuspie
TECH 04: Wide Span Structures
DRAWING REGISTER
GENERAL NOTES (NCC 2019 BCA Vol 2)
No. A000 A001 A002 A003 A100 A101 A102 A110 A111 A120 A201 A202 A301 A302 A601 A602 A603 A604 A605 A606 A607 A608 A609 A610 A650 A651 A653 A701 A702 A703 A704 A801 A802 A900 A901 A902 A903 A904 A905 A906 A907
1) ALL MATERIALS AND WORK PRACTICES SHALL COMPLY WITH, BUT NOT LIMITED TO THE BUILDING REGULATIONS 2006, NATIONAL CONSTRUCTION CODE SERIES 2019 BUILDING CODE OF AUSTRALIA VOL 2 AND ALL RELEVANT CURRENT AUSTRALIAN STANDARDS (AS AMENDED) REFERRED TO THEREIN.
Title. Cover Contents Site Image Site Plan Lower Level Plan Ground Floor Plan Roof Plan Lower Level RCP Ground Floor RCP Concrete Profile Plan Elevations Elevations Long Sections Short Sections Side Wall Section Glulam to Slab Roof Details Foundation Detail Glulam To Slab Detail Side Wall Connection Details Wall to stands connection detail Glulam End to End Connection Detail Glulam Column Connection Detail Roof Connections Stair Stair & Balustrade Details Side Shelve Storage Door Schedule Wall type Glazed Partitions Schedule External Window Accessible Unisex Toilet Accessible Unisex Toilet Details Glulam Beam Components Roof Structure Diagram Exploded Roof Structure External Views External Views External View Internal Views Internal Views
A001 Contents
2) UNLESS OTHERWISE SPECIFIED, THE TERM BCA SHALL REFER TO NATIONAL CONSTRUCTION CODE SERIES 2015 BUILDING CODE OF AUSTRALIA VOLUME 2. 3) ALL MATERIALS AND CONSTRUCTION PRACTICE SHALL MEET THE PERFORMANCE REQUIREMENTS OF THE BCA. WHERE AN ALTERNATIVE SOLUTION IS PROPOSED THEN, PRIOR TO IMPLEMENTATION OR INSTALLATION, IT FIRST MUST BE ASSESSED AND APPROVED BY THE RELEVANT BUILDING SURVEYOR AS MEETING THE PERFORMANCE REQUIREMENTS OF THE BCA. 4) GLAZING, INCLUDING SAFETY GLAZING, SHALL BE INSTALLED TO A SIZE, TYPE AND THICKNESS SO AS TO COMPLY WITH: – BCA PART 3.6 FOR CLASS 1 AND 10 BUILDINGS WITHIN A DESIGN WIND SPEED OF NOT MORE THAN N3; AND – NCC 2019 BCA VOL 2 PART B1.4 FOR CLASS 2 AND 9 BUILDINGS. 5) WATERPROOFING OF WET AREAS, BEING BATHROOMS, SHOWERS, SHOWER ROOMS, LAUNDRIES, SANITARY COMPARTMENTS AND THE LIKE SHALL BE PROVIDED IN ACCORDANCE WITH AS 3740-2010: WATERPROOFING OF DOMESTIC WET AREAS. 6) STEP SIZES (OTHER THAN FOR SPIRAL STAIRS) TO BE: – RISERS (R) 190MM MAXIMUM AND 115MM MINIMUM – GOING (G) 355MM MAXIMUM AND 240MM MINIMUM – 2R + 1G = 700MM MAXIMUM AND 550MM MINIMUM – WITH LESS THAN 125MM GAP BETWEEN OPEN TREADS. 7) ALL TREADS, LANDINGS AND THE LIKE TO HAVE A SLIP-RESISTANCE CLASSIFICATION OF P3 OR R10 FOR DRY SURFACE CONDITIONS AND P4 OR R11 FOR WET SURFACE CONDITIONS, OR A NOSING STRIP WITH A SLIP-RESISTANCE CLASSIFICATION OF P3 FOR DRY SURFACE CONDITIONS AND P4 FOR WET SURFACE CONDITIONS.
SCALE:
Prva ObrenovaÏka Gymnasium Miloša ObrenoviÉa 169, Obrenovac, Serbia
8) PROVIDE BARRIERS WHERE CHANGE IN LEVEL EXCEEDS 1000MM ABOVE THE SURFACE BENEATH LANDINGS, RAMPS AND/OR TREADS. BARRIERS (OTHER THAN TENSIONED WIRE BARRIERS) TO BE: – 1000MM MIN. ABOVE FINISHED SURFACE LEVEL OF BALCONIES, LANDINGS OR THE LIKE, AND – 865MM MIN. ABOVE FINISHED SURFACE LEVEL OF STAIR NOSING OR RAMP, AND – VERTICAL WITH LESS THAN 125MM GAP BETWEEN, AND – ANY HORIZONTAL ELEMENT WITHIN THE BARRIER BETWEEN 150MM AND 760MM ABOVE THE FLOOR MUST NOT FACILITATE CLIMBING WHERE CHANGES IN LEVEL EXCEEDS 4000MM ABOVE THE SURFACE BENEATH LANDINGS, RAMPS AND/OR TREADS. WIRE BARRIER CONSTRUCTION TO COMPLY WITH NCC 2019 BCA PART 3.9.2.3 FOR CLASS 1 AND 10 BUILDINGS AND NCC 2015 BCA VOLUME 1 PART D2.16 FOR OTHER CLASSES OF BUILDINGS. 9) TOP OF HAND RAILS TO BE MINIMUM 865MM VERTICALLY ABOVE STAIR NOSING AND FLOOR SURFACE OF RAMPS. 10) WINDOW SIZES NOMINATED ARE NOMINAL ONLY. ACTUAL SIZE MAY VARY ACCORDING TO MANUFACTURER. WINDOWS TO BE FLASHED ALL AROUND. WHERE THE BUILDING (EXCLUDES A DETACHED CLASS 10) IS LOCATED IN A TERMITE PRONE AREA THE BUILDING IS TO BE PROVIDED WITH A TERMITE MANAGEMENT SYSTEM. 12) CONCRETE STUMPS: – UP TO 1400MM LONG TO BE 100MM X 100MM (1 NO. H.D. WIRE) – 1401MM TO 1800MM LONG TO BE 100MM X 100MM (2 NO. H.D. WIRES) – 1801MM TO 3000MM LONG TO BE 125MM X 125MM (2 NO. H.D. WIRES) – 100MM X 100MM STUMPS EXCEEDING 1200MM ABOVE GROUND LEVEL TO BE BRACED WHERE NO PERIMETER BASE BRICKWORK PROVIDED. 11) THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL RELEVANT STRUCTURAL AND ALL OTHER CONSULTANTS’ DRAWINGS/ DETAILS AND WITH ANY OTHER WRITTEN INSTRUCTIONS ISSUED IN THE COURSE OF THE CONTRACT. 12) FIGURED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 13) INSTALLATION OF ALL SERVICES SHALL COMPLY WITH THE RESPECTIVE SUPPLY AUTHORITY REQUIREMENTS. 14) THE BUILDER AND SUBCONTRACTOR SHALL ENSURE THAT ALL STORMWATER DRAINS, SEWER PIPES AND THE LIKE ARE LOCATED AT A SUFFICIENT DISTANCE FROM ANY BUILDINGS FOOTING AND/ OR SLAB EDGE BEAMS SO AS TO PREVENT GENERAL MOISTURE PENETRATION, DAMPNESS, WEAKENING AND UNDERMINING OF ANY BUILDING AND ITS FOOTING SYSTEM. 15) THESE PLANS HAVE BEEN PREPARED FOR THE EXCLUSIVE USE BY THE CLIENT OF FIGR - (ARCHITECTS) AND DESIGN FOR THE PURPOSE EXPRESSLY NOTIFIED TO THE ARCHITECTS. ANY OTHER PERSON WHO USES OR RELIES ON THESE PLANS WITHOUT THE ARCHITECTS WRITTEN CONSENT DOES SO AT THEIR OWN RISK AND NO RESPONSIBILITY IS ACCEPTED BY THE ARCHITECTS FOR SUCH USE AND/OR RELIANCE. 16) THE CLIENT AND/OR THE CLIENT’S BUILDER SHALL NOT MODIFY OR AMEND THE PLANS WITHOUT THE KNOWLEDGE AND CONSENT OF THE ARCHITECT EXCEPT WHERE A REGISTERED BUILDING SURVEYOR MAKES MINOR NECESSARY CHANGES TO FACILITATE THE BUILDING PERMIT APPLICATION AND THAT SUCH CHANGES ARE PROMPTLY REPORTED BACK TO THE ARCHITECT. 17) DESIGN GUST WIND SPEED / WIND CLASSIFICATION BUILDING TIE-DOWNS TO BE PROVIDED IN ACCORDANCE WITH AS1684-2010 FOR AN ASSUMED DESIGN GUST WIND SPEED / WIND CLASSIFICATION OF [INSERT WIND SPEED OR WIND CLASSIFICATION] (SUBJECT TO CONFIRMATION ON SITE BY RELEVANT BUILDING SURVEYOR AT FIRST INSPECTION) REFER TO AS1684 FOR CONSTRUCTION REQUIREMENTS. 18) CLIMATE ZONE CLIMATE ZONE FOR THERMAL DESIGN / THERMAL PERFORMANCE ASSESSMENT : ZONE 6
GROUP C
Subject Tutor Date
2020, Semester 02
139
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ARCH 1014 Yohan Abhayarantne 13-10-2020
17/10/2020 7:47:41 PM
Alannah Jose Eu Lynn Yeo Darcy MacCuspie
TECH 04: Wide Span Structures
A002 Site Image
SCALE:
Prva ObrenovaÏka Gymnasium Miloša ObrenoviÉa 169, Obrenovac, Serbia
NORTH
GROUP C
Subject Tutor Date
2020, Semester 02
140
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ARCH 1014 Yohan Abhayarantne 13-10-2020
17/10/2020 7:47:42 PM
Alannah Jose Eu Lynn Yeo Darcy MacCuspie
TECH 04: Wide Span Structures
A003 Site Plan
SCALE:
As indicated
Prva ObrenovaÏka Gymnasium Miloša ObrenoviÉa 169, Obrenovac, Serbia
POINT OF ENTRY
EXISITING MASONRY BUILDING
NORTH
E OF INT PO
Y NTR
WALL FINISHES
A
L
TI-01
TIMBER TILE OAK FINISH
CO-01
CAST-IN-PLACE CONCRETE
WT-01
BLUE CERAMIC GLAZED TILE
WV-01
CONCRETE PATTERN WALL VINYL
BR-01
EXPOSED WHITE BRICK
2
AL-01
BLACK POWDERCOATED ALUMINIUM
WP-01
PE FOAM WALL PADDING
3
AC-01
ACOUSTIC WALL PANEL
P-01
DULUX BRIGHT WHITE
EXISITING MASONRY BUILDING
1 UP
4 5
FLOOR FINISHES
EXISITING MASONRY BUILDING TRAVERSABLE GREEN ROOF
6
POINT OF ENTRY
FF-01
TIMBER VENEER
FF-02
SYNTHETIC RUBBER FLOORING
FF-03
GREY CARPET
FF-04
CERAMIC TILING
FF-05
VINYL FLOORING
CEILING FINISHES
EXISITING OUTDOOR COURT Y TR EN OF NT I PO
PB-01
WHITE PLASTERBOARD
TI-01
TIMBER TILE OAK FINISH
AC-02
ACOUSTIC CEILING PANEL
STRUCTURAL FINISHES GL-01
TREATED EXPOSED GLULAM
GL-02
STRUCTURAL GLULAM
LIGHTING FIXTURES EXISITING MASONRY BUILDING
LI-01
LED TUBE LIGHTING
LI-02
LED PANEL
LI-03
LED CIRCULAR DOWNLIGHT
EQUIPMENT FH
FIRE HOSE REEL
FEC
FIRE EXTINGUISHER CABINET
HVAC
HEATING & COOLING UNIT
SD
SMOKE DETECTOR
SPK
SPEAKER
TLT
TOILET
TPD
TOILET PAPER DISPENSER
BAS
BASIN
EXF
EXTRACTION FAN
SP
SOLAR PANEL
GRS
GRASS
DRT
DIRT
GROUP C Alannah Jose Eu Lynn Yeo Darcy MacCuspie
s3779797
SITE PLAN 1 : 500 Subject Tutor Date
2020, Semester 02
s3752105
141
ARCH 1014 Yohan Abhayarantne 13-10-2020
17/10/2020 7:47:45 PM
1
s3783945
TECH 04: Wide Span Structures
A100 Lower Level Plan
As indicated
A B
D
E
F
G
H
I
J
K
Prva ObrenovaÏka Gymnasium
L
Miloša ObrenoviÉa 169, Obrenovac, Serbia
1 5656
1680
4033
1680
3983
1680
3988
1698
4022
WATER TANK
6930
FF-01
FF-03
TRENCH HEATING / COOLING
FF-01
WA-05
STORAGE LG.06
UP
LANDING 4
45 m²
MEETING ROOM
WA-06
RL: -4000
D-07
D-08
STORAGE
D-12
FIRE REEL
RL: -5000
NORTH
WA-03
AWAY CHANGE ROOMS
WA-06
D-19
8
LG.05 TRENCH HEATING / COOLING
TRENCH HEATING / COOLING
W-42 ABOVE CUT LINE
WALL FINISHES
28 m²
W-44 ABOVE CUT LINE
WT-01
5000
28000
W-43 ABOVE CUT LINE
FF-02
D-13
TRENCH HEATING / COOLING
D-14
D-16
D-15
D-17
D-18
FF-04
3
A301
D-11
WA-03
39 m²
D-05
2
D-10
D-09
FF-04 ELECTRICAL SWITCHBOARD
2
WA-06
LG.03
D-22
WA-05
7
WA-06
D-06 FF-03
4960
1 A301
WA-03
BASKETBALL COURT HOME CHANGE ROOMS
5000
702 m² RL: -5000
5000
ACOUSTIC WALL PANEL
P-01
DULUX BRIGHT WHITE
SYNTHETIC RUBBER FLOORING GREY CARPET
FF-04
CERAMIC TILING
FF-05
VINYL FLOORING
WA-06
WA-06
CEILING FINISHES PB-01
WHITE PLASTERBOARD
TI-01
TIMBER TILE OAK FINISH
AC-02
ACOUSTIC CEILING PANEL
STRUCTURAL FINISHES GL-01
TREATED EXPOSED GLULAM
GL-02
STRUCTURAL GLULAM
WA-06
LIGHTING FIXTURES D-03
WA-06 D-20
ACCESSIBLE UNISEX BATHROOM STORAGE LG.08
TRENCH HEATING / COOLING
PE FOAM WALL PADDING
AC-01
TIMBER VENEER
LG.02
W-41 ABOVE CUT LINE WT-02
6930
WA-01
BLACK POWDERCOATED ALUMINIUM
WP-01
FF-03
D-23 HYDRONIC HEATING / COOLING
EXPOSED WHITE BRICK
AL-01
FF-02
50 m² RL: -5000
-4990
CONCRETE PATTERN WALL VINYL
BR-01
FF-01
DANCING ROOM
5
BLUE CERAMIC GLAZED TILE
WV-01
27 m²
FF-05
TRENCH HEATING / COOLING
CAST-IN-PLACE CONCRETE
WT-01
LG.04
14640
4
WA-03 D-04
TIMBER TILE OAK FINISH
CO-01
FLOOR FINISHES
19258
W-40 ABOVE CUT LINE
LG.01
TI-01
FF-04
10 m²
LI-01
LED TUBE LIGHTING
LI-02
LED PANEL
LI-03
LED CIRCULAR DOWNLIGHT
EQUIPMENT
LG.09 6 m²
9
6
FH
FIRE HOSE REEL
FEC
FIRE EXTINGUISHER CABINET
HVAC
HEATING & COOLING UNIT
SD
SMOKE DETECTOR
SPK
SPEAKER
TLT
TOILET
TPD
TOILET PAPER DISPENSER
BAS
BASIN
EXF
EXTRACTION FAN
SP
SOLAR PANEL
GRS
GRASS
DRT
DIRT
GROUP C 1
A302
A302
Alannah Jose Eu Lynn Yeo Darcy MacCuspie
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Subject Tutor Date
2020, Semester 02
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1
2
TECH 04: Wide Span Structures
A101
Ground Floor Plan As indicated A D
E
F
G
H
I
J
K
L
1 GRS
5656 FF-01
4033
1680
3983
1680
FF-01
1698
4022 WA-02
FF-01
WA-04
RL: -4000
UP
LANDING 3 RL: -3000
2
LANDING 2 RL: -2000
7 R @ 142.9 mm
UP
LANDING 1 RL: -1000
UP
7 R @ 142.9 mm
D-01
7 R @ 142.9 mm
300 300
7 R @ 159.8 mm
UP
GL-01 GL-01 FF-01
GRS
7
200
LANDING 4
Miloša ObrenoviÉa 169, Obrenovac, Serbia
2100
UP
4960
6930
FF-01
3988
8
200
5000
FIRE REEL
NORTH
2100
WATER TANK 1
1680
2200
200950 300
GL-01 GL-01
A301
Prva ObrenovaÏka Gymnasium
2
3
A301
300 300
2100
WALL FINISHES
GL-01 GL-01
200
5000
2100
GRS
OVERHANG
GL-01 GL-01
STANDS
2100
VOID OVER BASKETBALL COURT
2100 D-02
GL-01
A302
A302
DULUX BRIGHT WHITE
FF-01
TIMBER VENEER
FF-02
SYNTHETIC RUBBER FLOORING
FF-03
GREY CARPET
FF-04
CERAMIC TILING
FF-05
VINYL FLOORING
PB-01
WHITE PLASTERBOARD
TI-01
TIMBER TILE OAK FINISH
AC-02
ACOUSTIC CEILING PANEL
STRUCTURAL GLULAM
LIGHTING FIXTURES
1150 1
ACOUSTIC WALL PANEL
P-01
TREATED EXPOSED GLULAM
LI-01
LED TUBE LIGHTING
LI-02
LED PANEL
LI-03
LED CIRCULAR DOWNLIGHT
EQUIPMENT
9
6
2
PE FOAM WALL PADDING
AC-01
GL-02
WA-02
LIFT
BLACK POWDERCOATED ALUMINIUM
WP-01
GL-01
2200
6930
WA-05
EXPOSED WHITE BRICK
AL-01
STRUCTURAL FINISHES
200
GRS
CONCRETE PATTERN WALL VINYL
BR-01
300 300
GL-01 GL-01
BLUE CERAMIC GLAZED TILE
WV-01
2100
5
CAST-IN-PLACE CONCRETE
WT-01
CEILING FINISHES
200
5000
GRS
19258
4
300 300
UP
TIMBER TILE OAK FINISH
CO-01
FLOOR FINISHES
2100
RL: -2000
TI-01
FH
FIRE HOSE REEL
FEC
FIRE EXTINGUISHER CABINET
HVAC
HEATING & COOLING UNIT
SD
SMOKE DETECTOR
SPK
SPEAKER
TLT
TOILET
TPD
TOILET PAPER DISPENSER
BAS
BASIN
EXF
EXTRACTION FAN
SP
SOLAR PANEL
GRS
GRASS
DRT
DIRT
GROUP C Alannah Jose Eu Lynn Yeo Darcy MacCuspie
1
GROUND FLOOR
Subject
1 : 100
Tutor Date
2020, Semester 02
143
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B
TECH 04: Wide Span Structures
A102 Roof Plan
SCALE:
A
B
D
E
F
G
H
I
J
K
As indicated
Prva ObrenovaÏka Gymnasium
L
Miloša ObrenoviÉa 169, Obrenovac, Serbia 5656
1680
4033
1680
3983
1680
3988
1698
4022
5757
1 GL-01 GRS
7
SP
NORTH
6930
1
4960
A301
WALL FINISHES
2
GL-01
GL-01
8 SP
SP
5000
GRS
2 A301
3
GRS SP
5000
SP
CAST-IN-PLACE CONCRETE
WT-01
BLUE CERAMIC GLAZED TILE
WV-01
CONCRETE PATTERN WALL VINYL
BR-01
EXPOSED WHITE BRICK
AL-01
BLACK POWDERCOATED ALUMINIUM
WP-01
PE FOAM WALL PADDING
AC-01
ACOUSTIC WALL PANEL
P-01
DULUX BRIGHT WHITE
FF-01
TIMBER VENEER
FF-02
SYNTHETIC RUBBER FLOORING
FF-03
GREY CARPET
FF-04
CERAMIC TILING
FF-05
VINYL FLOORING
19258
CEILING FINISHES
GL-01
GL-01
PB-01
WHITE PLASTERBOARD
TI-01
TIMBER TILE OAK FINISH
AC-02
ACOUSTIC CEILING PANEL
STRUCTURAL FINISHES
SP
5000
GRS
5
TIMBER TILE OAK FINISH
CO-01
FLOOR FINISHES
GL-01 GL-01
4
TI-01
GL-01
TREATED EXPOSED GLULAM
GL-02
STRUCTURAL GLULAM
LIGHTING FIXTURES
GL-01 GL-01
LI-01
LED TUBE LIGHTING
LI-02
LED PANEL
LI-03
LED CIRCULAR DOWNLIGHT
EQUIPMENT
GRS
SP
6930
SP
9 GL-01
6
FH
FIRE HOSE REEL
FEC
FIRE EXTINGUISHER CABINET
HVAC
HEATING & COOLING UNIT
SD
SMOKE DETECTOR
SPK
SPEAKER
TLT
TOILET
TPD
TOILET PAPER DISPENSER
BAS
BASIN
EXF
EXTRACTION FAN
SP
SOLAR PANEL
GRS
GRASS
DRT
DIRT
GROUP C 1 A302
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2020, Semester 02
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1
2 A302
Alannah Jose Eu Lynn Yeo Darcy MacCuspie
TECH 04: Wide Span Structures
LIGHTING LI-01 LED TUBE LIGHT LI-02 LED PANEL LIGHT LI-03 LED CIRCULAR DOWN LIGHT
A B
D
E
F
G
H
I
J
K
As indicated
Prva ObrenovaÏka Gymnasium Miloša ObrenoviÉa 169, Obrenovac, Serbia
LI-02 LI-03
1
Lower Level RCP
SCALE:
L
1
TI-01
A301
A110
AC-02
LI-03
LI-03
LI-02
LI-02
LI-02
LI-02
LI-02
7
AC-02
STORAGE LG.06 45 m² FCL: -3250
SLOPE: 7.4/12
MEETING ROOM SLOPE: 7.4/12
LG.03
PB-01
LI-03
NORTH
Extractor Fan
39 m²
AWAY CHANGE ROOMS
FCL: -1200
LI-03
LG.05
2
28 m²
LI-03
FCL: -2200
8 WALL FINISHES
2 A301
PB-01
3
LI-03 Extractor Fan
HOME CHANGE ROOMS
LI-03
LG.04 27 m²
LI-03
FCL: -2200
4
DULUX BRIGHT WHITE
GREY CARPET CERAMIC TILING
LI-02
FF-05
VINYL FLOORING
CEILING FINISHES WHITE PLASTERBOARD
TI-01
TIMBER TILE OAK FINISH
AC-02
ACOUSTIC CEILING PANEL
GL-01
TREATED EXPOSED GLULAM
GL-02
STRUCTURAL GLULAM
LIGHTING FIXTURES
AC-02
LI-03
LG.09
LI-03 LI-03
PB-01
STRUCTURAL FINISHES
LI-02
6 m²
ACOUSTIC WALL PANEL
P-01
FF-04
LI-02
FCL: -2200
PE FOAM WALL PADDING
AC-01
SYNTHETIC RUBBER FLOORING
LI-02
10 m²
BLACK POWDERCOATED ALUMINIUM
WP-01
FF-03
FCL: -2200
LG.08
EXPOSED WHITE BRICK
AL-01
LI-02
50 m²
PB-01
CONCRETE PATTERN WALL VINYL
BR-01
TIMBER VENEER
LI-02
ACCESSIBLE UNISEX BATHROOM STORAGE
BLUE CERAMIC GLAZED TILE
WV-01
FF-02
LG.02
5
CAST-IN-PLACE CONCRETE
WT-01
FF-01
LI-02
DANCING ROOM
TIMBER TILE OAK FINISH
CO-01
FLOOR FINISHES
AC-02
VOID UNDER BASKETBALL COURT CEILING
TI-01
LI-01
LED TUBE LIGHTING
LI-02
LED PANEL
LI-03
LED CIRCULAR DOWNLIGHT
EQUIPMENT
9
6
FH
FIRE HOSE REEL
FEC
FIRE EXTINGUISHER CABINET
HVAC
HEATING & COOLING UNIT
SD
SMOKE DETECTOR
SPK
SPEAKER
TLT
TOILET
TPD
TOILET PAPER DISPENSER
BAS
BASIN
EXF
EXTRACTION FAN
SP
SOLAR PANEL
GRS
GRASS
DRT
DIRT
GROUP C 1 A302
Alannah Jose Eu Lynn Yeo Darcy MacCuspie
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2020, Semester 02
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1
2 A302
TECH 04: Wide Span Structures
LIGHTING LI-01 LED TUBE LIGHT LI-02 LED PANEL LIGHT LI-03 LED CIRCULAR DOWN LIGHT
A111
Ground Floor RCP A
B
D
E
F
G
H
I
J
K
L
SCALE:
As indicated
Prva ObrenovaÏka Gymnasium
1
Miloša ObrenoviÉa 169, Obrenovac, Serbia LI-01
7
1 A301
LI-01
NORTH
2
LI-01
8 WALL FINISHES
LI-01
2
3
A301
LI-01
LI-01
4
TI-01
TIMBER TILE OAK FINISH
CO-01
CAST-IN-PLACE CONCRETE
WT-01
BLUE CERAMIC GLAZED TILE
WV-01
CONCRETE PATTERN WALL VINYL
BR-01
EXPOSED WHITE BRICK
AL-01
BLACK POWDERCOATED ALUMINIUM
WP-01
PE FOAM WALL PADDING
AC-01
ACOUSTIC WALL PANEL
P-01
DULUX BRIGHT WHITE
FLOOR FINISHES
LI-01
FF-01
TIMBER VENEER
FF-02
SYNTHETIC RUBBER FLOORING
FF-03
GREY CARPET
FF-04
CERAMIC TILING
FF-05
VINYL FLOORING
CEILING FINISHES LI-01
PB-01
WHITE PLASTERBOARD
TI-01
TIMBER TILE OAK FINISH
AC-02
ACOUSTIC CEILING PANEL
STRUCTURAL FINISHES
5
LI-01
GL-01
TREATED EXPOSED GLULAM
GL-02
STRUCTURAL GLULAM
LIGHTING FIXTURES LI-01
LI-01
LED TUBE LIGHTING
LI-02
LED PANEL
LI-03
LED CIRCULAR DOWNLIGHT
EQUIPMENT
9 6
2
1
A302
A302
FH
FIRE HOSE REEL
FEC
FIRE EXTINGUISHER CABINET
HVAC
HEATING & COOLING UNIT
SD
SMOKE DETECTOR
SPK
SPEAKER
TLT
TOILET
TPD
TOILET PAPER DISPENSER
BAS
BASIN
EXF
EXTRACTION FAN
SP
SOLAR PANEL
GRS
GRASS
DRT
DIRT
GROUP C Alannah Jose Eu Lynn Yeo Darcy MacCuspie
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GROUND FLOOR RCP 1 : 100 Subject Tutor Date
2020, Semester 02
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1
s3783945
TECH 04: Wide Span Structures
SLAB LEGEND PAD FOOTINGS PF-01
1600W x 1600L x 1200D REINFORCED INSITU CONCRETE
PF-02
1000W x 1000L x 1200D REINFORCED INSITU CONCRETE
STRIP FOOTINGS SF-01
300mm SLAB THICKENING
SF-02
600mm SLAB THICKENING
SF-03
800mm SLAB THICKENING
A120 Concrete Profile Plan
SCALE:
A
B
D
E
F
G
H
I
J
K
As indicated
Prva ObrenovaÏka Gymnasium
L
Miloša ObrenoviÉa 169, Obrenovac, Serbia
2000
9364
702
6635
702
5011
702
4961
702
3195
702
6855
1 COL.
PF-01 PF-02
SF-03
PF-02
PF-02
PF-02
7
PF-02
200mm SET DOWN FOR HYDRONIC HEATING
200
RL: -5100 RL -5025
COL.
WALL FINISHES
FLOOR WASTE
6460
2200
200
COL.
4800
RL -5025
2
RL: -5100
COL. COL.
SF-02
SF-02
SF-02
SF-02
SF-02
8
200
200mm SET DOWN FOR HYDRONIC HEATING
PF-02
702
FLOOR WASTE
RL -5025
COL.
RL: -5100
PF-01
5818
COL.
RL: -5100
200
SF-03
SF-02
SF-01
SF-01
SF-01
SF-01
SF-02
4800
CAST-IN-PLACE CONCRETE
WT-01
BLUE CERAMIC GLAZED TILE
WV-01
CONCRETE PATTERN WALL VINYL
BR-01
EXPOSED WHITE BRICK
AL-01
BLACK POWDERCOATED ALUMINIUM
WP-01
PE FOAM WALL PADDING
AC-01
ACOUSTIC WALL PANEL
P-01
DULUX BRIGHT WHITE
FF-01
TIMBER VENEER
FF-02
SYNTHETIC RUBBER FLOORING
FF-03
GREY CARPET
FF-04
CERAMIC TILING
FF-05
VINYL FLOORING
CEILING FINISHES FLOOR WASTE
RL: -5250
COL.
PF-02
702
4800
COL.
FLOOR WASTE
RL -5025
4
TIMBER TILE OAK FINISH
CO-01
FLOOR FINISHES 200mm SET DOWN FOR HYDRONIC HEATING
3
TI-01
PB-01
WHITE PLASTERBOARD
TI-01
TIMBER TILE OAK FINISH
AC-02
ACOUSTIC CEILING PANEL
STRUCTURAL FINISHES
COL. COL.
GL-01
TREATED EXPOSED GLULAM
GL-02
STRUCTURAL GLULAM
LIGHTING FIXTURES 7178
200
200mm SET DOWN FOR HYDRONIC HEATING COL.
LI-01
LED TUBE LIGHTING
LI-02
LED PANEL
LI-03
LED CIRCULAR DOWNLIGHT
200
200mm SET DOWN FOR HYDRONIC HEATING
SF-02
PF-02
COL.
3604
200mm SET DOWN FOR HYDRONIC HEATING
SF-03
PF-02
PF-02
PF-02
PF-02
PF-02 PF-01
9
FH
FIRE HOSE REEL
FEC
FIRE EXTINGUISHER CABINET
HVAC
HEATING & COOLING UNIT
SD
SMOKE DETECTOR
SPK
SPEAKER
TLT
TOILET
TPD
TOILET PAPER DISPENSER
BAS
BASIN
EXF
EXTRACTION FAN
SP
SOLAR PANEL
GRS
GRASS
DRT
DIRT
COL.
GROUP C
6
Alannah Jose Eu Lynn Yeo Darcy MacCuspie
1
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2020, Semester 02
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5
702
4800
EQUIPMENT COL. COL.
TECH 04: Wide Span Structures
A201 Elevations
1
2
A302
A302
A L
K
J
I
H
G
F
E
D
SCALE:
B
As indicated
Prva ObrenovaÏka Gymnasium Miloša ObrenoviÉa 169, Obrenovac, Serbia
ROOF TOP 4489 GL-01
TIMBER CURTAIN WALL
MINIMUM CEILING BR-01
WA-04 WA-02
1700
GL-01
GROUND FLOOR 0
WALL FINISHES TI-01
TIMBER TILE OAK FINISH
CO-01
CAST-IN-PLACE CONCRETE
WT-01
BLUE CERAMIC GLAZED TILE
WV-01
CONCRETE PATTERN WALL VINYL
BR-01
EXPOSED WHITE BRICK
AL-01
BLACK POWDERCOATED ALUMINIUM
WP-01
PE FOAM WALL PADDING
AC-01
ACOUSTIC WALL PANEL
P-01
DULUX BRIGHT WHITE
FLOOR FINISHES
1
EAST ELEVATION 1 : 100
2
1
A302
A302
A
FF-01
TIMBER VENEER
FF-02
SYNTHETIC RUBBER FLOORING
FF-03
GREY CARPET
FF-04
CERAMIC TILING
FF-05
VINYL FLOORING
CEILING FINISHES
B
D
E
F
G
H
I
J
PB-01
WHITE PLASTERBOARD
TI-01
TIMBER TILE OAK FINISH
AC-02
ACOUSTIC CEILING PANEL
STRUCTURAL FINISHES GL-01
TREATED EXPOSED GLULAM
GL-02
STRUCTURAL GLULAM
LIGHTING FIXTURES ROOF TOP GL-01
4489
LI-01
LED TUBE LIGHTING
LI-02
LED PANEL
LI-03
LED CIRCULAR DOWNLIGHT
EQUIPMENT TIMBER PARTITIONS
MINIMUM CEILING 1700
BR-01
DOUBLE GLAZED CURTAIN WALL
GL-01
WA-04 WA-02
GROUND FLOOR 0
FH
FIRE HOSE REEL
FEC
FIRE EXTINGUISHER CABINET
HVAC
HEATING & COOLING UNIT
SD
SMOKE DETECTOR
SPK
SPEAKER
TLT
TOILET
TPD
TOILET PAPER DISPENSER
BAS
BASIN
EXF
EXTRACTION FAN
SP
SOLAR PANEL
GRS
GRASS
DRT
DIRT
GROUP C
2
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2020, Semester 02
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Alannah Jose Eu Lynn Yeo Darcy MacCuspie
TECH 04: Wide Span Structures
A202 Elevations
1
2
A301
A301
SCALE: 1
2
3
4
5
Prva ObrenovaÏka Gymnasium
ROOF TOP 4489
SP GL-01
As indicated
6
Miloša ObrenoviÉa 169, Obrenovac, Serbia
GRS
EXPOSED TREATED GLULAM
MINIMUM CEILING 1700 GROUND FLOOR 0
WALL FINISHES
3
TI-01
TIMBER TILE OAK FINISH
CO-01
CAST-IN-PLACE CONCRETE
WT-01
BLUE CERAMIC GLAZED TILE
WV-01
CONCRETE PATTERN WALL VINYL
BR-01
EXPOSED WHITE BRICK
AL-01
BLACK POWDERCOATED ALUMINIUM
WP-01
PE FOAM WALL PADDING
AC-01
ACOUSTIC WALL PANEL
P-01
DULUX BRIGHT WHITE
FLOOR FINISHES
NORTH ELEVATION 1 : 100 2
1
A301
A301
FF-01
TIMBER VENEER
FF-02
SYNTHETIC RUBBER FLOORING
FF-03
GREY CARPET
FF-04
CERAMIC TILING
FF-05
VINYL FLOORING
CEILING FINISHES
6
9
5
4
3
2
7
1
PB-01
WHITE PLASTERBOARD
TI-01
TIMBER TILE OAK FINISH
AC-02
ACOUSTIC CEILING PANEL
STRUCTURAL FINISHES
4489 GRS
TIMBER PARTITIONS D-02
D-01
WA-02
1700
STRUCTURAL GLULAM
LI-01
LED TUBE LIGHTING
LI-02
LED PANEL
LI-03
LED CIRCULAR DOWNLIGHT
EQUIPMENT
MINIMUM CEILING
BR-01
WA-02
DOUBLE GLAZED CURTAIN WALL
TREATED EXPOSED GLULAM
GL-02
LIGHTING FIXTURES
ROOF TOP GL-01
GL-01
TIMBER PARTITIONS
GROUND FLOOR 0
FH
FIRE HOSE REEL
FEC
FIRE EXTINGUISHER CABINET
HVAC
HEATING & COOLING UNIT
SD
SMOKE DETECTOR
SPK
SPEAKER
TLT
TOILET
TPD
TOILET PAPER DISPENSER
BAS
BASIN
EXF
EXTRACTION FAN
SP
SOLAR PANEL
GRS
GRASS
DRT
DIRT
GROUP C Alannah Jose Eu Lynn Yeo Darcy MacCuspie
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2020, Semester 02
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4
s3783945
TECH 04: Wide Span Structures
SLAB LEGEND PAD FOOTINGS 1
2
A302
A302
L
K
4022
J
I
1698
3988
H
1680
G
3983
F
E
1680
4033
D
B
1680
PF-01
1600W x 1600L x 1200D REINFORCED INSITU CONCRETE
PF-02
1000W x 1000L x 1200D REINFORCED INSITU CONCRETE
STRIP FOOTINGS
A
SF-01
300mm SLAB THICKENING
SF-02
600mm SLAB THICKENING
SF-03
800mm SLAB THICKENING
A301 Long Sections
As indicated
5656
ROOF TOP 4489
GL-01
Prva ObrenovaÏka Gymnasium Miloša ObrenoviÉa 169, Obrenovac, Serbia
MINIMUM CEILING WA-04
1700
WA-01
HOT WATER
30.5 8°
GROUND FLOOR SYSTEMS CRAWSPACE
BASKETBALL COURT
WA-03
D-12
D-11
D-10
D-09
D-08
W-43
W-42
MEETING ROOM
D-07
D-19
702 m²
D-22
P-01
STORAGE
LG.03
LG.06
39 m²
1
0
-1000 LANDING 2
STANDS BASE
-2000 LANDING 3
SF-01
SF-01
-2000
-3000
WP-01
LANDING 4 -4000
SF-01
SF-02
PF-02
WATER TANK
LG.01
P-01
1478
W-44
LANDING 1
COURT BASE
WALL FINISHES
-5000
SF-01 SF-03
TI-01
TIMBER TILE OAK FINISH
CO-01
CAST-IN-PLACE CONCRETE
WT-01
BLUE CERAMIC GLAZED TILE
WV-01
CONCRETE PATTERN WALL VINYL
BR-01
EXPOSED WHITE BRICK
AL-01
BLACK POWDERCOATED ALUMINIUM
WP-01
PE FOAM WALL PADDING
AC-01
ACOUSTIC WALL PANEL
P-01
DULUX BRIGHT WHITE
FLOOR FINISHES
LONG SECTION AA 1 : 100
A
B
D
E
F
FF-01
TIMBER VENEER
2
1
FF-02
SYNTHETIC RUBBER FLOORING
A302
A302
FF-03
GREY CARPET
FF-04
CERAMIC TILING
FF-05
VINYL FLOORING
G
H
I
J
K
L
CEILING FINISHES PB-01
WHITE PLASTERBOARD
TI-01
TIMBER TILE OAK FINISH
AC-02
ACOUSTIC CEILING PANEL
STRUCTURAL FINISHES
5656
1680
4033
1680
3983
1680
3988
1698
4022
GL-01
TREATED EXPOSED GLULAM
GL-02
STRUCTURAL GLULAM
LIGHTING FIXTURES ROOF TOP 4489
LI-01
LED TUBE LIGHTING
LI-02
LED PANEL
LI-03
LED CIRCULAR DOWNLIGHT
EQUIPMENT GL-01
1
A602
A607
LANDING 1 WA-01 WATER TANK
BASKETBALL COURT
P-01
LG.01 P-01
W-42
W-43
W-44
HOME CHANGE ROOMS D-13
D-19 STORAGE SHELVES
702 m²
D-14
D-15
D-16
LG.04
D-17
1
D-18
A650
SF-01
SF-01
SF-01
2
SF-02
LONG SECTION BB
HEATING & COOLING UNIT
SD
SMOKE DETECTOR
GROUND FLOOR
SPK
SPEAKER
0
TLT
TOILET
TPD
TOILET PAPER DISPENSER
BAS
BASIN
EXF
EXTRACTION FAN
SP
SOLAR PANEL
GRS
GRASS
DRT
DIRT
STANDS BASE
-2000
-2000
LANDING 3 -3000 -4000
SF-01
FIRE EXTINGUISHER CABINET
HVAC
-1000 LANDING 2
LANDING 4
27 m²
WA-03
SF-03
FIRE HOSE REEL
FEC
1700
PF-02
GROUP C
COURT BASE -5000
Alannah Jose Eu Lynn Yeo Darcy MacCuspie
Subject
1 : 100
Tutor Date
2020, Semester 02
150
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1
FH
MINIMUM CEILING
WA-04
TECH 04: Wide Span Structures
6
9
5
2135
4
4795
2
1
A301
A301
3
5000
2
2
A603
5000
A302 Short Sections
7
5000
1
SCALE:
6930
Prva ObrenovaÏka Gymnasium
ROOF TOP GRS
GRS
4489
GRS
GRS
2789
GRS
Miloša ObrenoviÉa 169, Obrenovac, Serbia WA-02
MINIMUM CEILING
1700
WA-01
1700
LIFT
GROUND FLOOR
2250
SERVICE CRAWL SPACE WA-06
2750
D-04
STANDS BASE
WA-03
-2000
WV-01
WV-01
DANCING ROOM
D-03
A603
WA-03 AC-01
STORAGE
805 519
0
1
WA-01
P-01
1
As indicated
HOME CHANGE ROOMS
D-05
AWAY CHANGE ROOMS
LG.09
LG.02
LG.04
LG.05
6 m²
50 m²
27 m²
28 m²
COURT BASE
WALL FINISHES
-5000 SF-02
PF-02
SF-02
SF-02
PF-02
SECTION 01 1 : 100
TI-01
TIMBER TILE OAK FINISH
CO-01
CAST-IN-PLACE CONCRETE
WT-01
BLUE CERAMIC GLAZED TILE
WV-01
CONCRETE PATTERN WALL VINYL
BR-01
EXPOSED WHITE BRICK
AL-01
BLACK POWDERCOATED ALUMINIUM
WP-01
PE FOAM WALL PADDING
AC-01
ACOUSTIC WALL PANEL
P-01
DULUX BRIGHT WHITE
FLOOR FINISHES FF-01
TIMBER VENEER
FF-02
SYNTHETIC RUBBER FLOORING
FF-03
GREY CARPET
FF-04
CERAMIC TILING
FF-05
VINYL FLOORING
CEILING FINISHES
6
9
5
4
2
1
PB-01
WHITE PLASTERBOARD
A301
A301
TI-01
TIMBER TILE OAK FINISH
AC-02
ACOUSTIC CEILING PANEL
3
2
7
STRUCTURAL FINISHES
1
GL-01
TREATED EXPOSED GLULAM
GL-02
STRUCTURAL GLULAM
LIGHTING FIXTURES 5000
5000
5000
6930
ROOF TOP GRS
GRS
4489
GRS
2789
GRS
WA-01
1700 5000 805 519
LED CIRCULAR DOWNLIGHT
FIRE HOSE REEL
FEC
FIRE EXTINGUISHER CABINET
HVAC
HEATING & COOLING UNIT
SD
SMOKE DETECTOR
SPK
SPEAKER
GROUND FLOOR
TLT
TOILET
0
TPD
TOILET PAPER DISPENSER
1
BAS
BASIN
A601
EXF
EXTRACTION FAN
SP
SOLAR PANEL
GRS
GRASS
DRT
DIRT
STANDS BASE WP-01
BASKETBALL COURT
MEETING ROOM
WA-06
LG.01
LG.03
702 m²
39 m²
-2000
P-01 D-06
-5000 SF-02
GROUP C
COURT BASE PF-03
Alannah Jose Eu Lynn Yeo Darcy MacCuspie
s3783945 s3752105 s3779797
SECTION 02 1 : 100
Subject Tutor Date
2020, Semester 02
LED PANEL
LI-03
FH
MINIMUM CEILING 1700
WA-01
2
LED TUBE LIGHTING
LI-02
EQUIPMENT
WA-02
PF-03
LI-01
151
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6930
TECH 04: Wide Span Structures
A601 6
Side Wall Section
9
SCALE:
1 : 20
Prva ObrenovaÏka Gymnasium
SLOTTED CONNECTION
Miloša ObrenoviÉa 169, Obrenovac, Serbia
STEEL BRACKET
100
TIMBER CURTAIN WALL
GROUND FLOOR
AIR VENTILATION GAP
DETAIL LEGEND
0
1 A606
FINISHES
WA-01
WINDOW TO CONCRETE DETAIL
TIMBER VENEER
ST-01
STAIR TREAD OAK TIMBER FINISH
ST-02
STAIR RISER OAK TIMBER FINISH
PB-01
PLASTERBOARD
TI-01
TIMBER TILE OAK FINISH
FF-05
WATERPROOF VINYL TILING
WT-01
BLUE CERAMIC GLAZED TILE
GL-01
TREATED EXPOSED GLULAM
GL-02
STRUCTURAL GLULAM
WALL
100mm BF-01 200mm ST-01 100mm RIGID INSULATION 5mm POLYTUBBER GEL 300mm CO-01
CO-01
CAST-IN-PLACE CONCRETE
DW-01
GYPSUM DRYWALL
TP-01
TOP PLATE
ST-01
STEEL SHEET PILE RETAINING WALL
BF-01
GRAVEL BACKFILL
PB-01
PLASTERBOARD
VB-01
VILLABOARD
FLOOR
25mm SARKING BOARD 5000
FF-01
90mm FIBERGLASS INSULATION 15mm DW-01 20mm TI-01
PW-01
PLYWOOD SUBFLOOR
FJ-01
FLOOR JOIST
RJ-01
RIM JOIST
TP-01
TRIPOWER PAD
CS-01
CONCRETE SLAB
BP-01
BASE PLATE
BB-01
BACKERBOARD
BALUSTRADE BPT-01 BIRCH POST
STEEL RAILING
SR-01
WINDOW WD-01
DOUBLE GLAZED WINDOWS
WF-01
WINDOW FRAME
INSULATION & MEMBRANE 3
IN-01
FIBERGLASS INSULATION
A606
SM-01
SOUNDBARRIER MEMBRANE
SB-01
SARKING BOARD
VR-01
VAPOUR RETARDER
BB-01
WATERPROOF BACKER BOARD
BDEK
BONDEK
WALL TO FLOOR DETAIL COURT BASE 219
-5000
300
FOUNDATION DETAIL
BR-01
STEEL BRACKETS
GP-01
GUSSET PLATE
DRAINAGE PIPE
GROUP C Alannah Jose Eu Lynn Yeo Darcy MacCuspie
300 2510033
400
465
4
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Subject
Date
152
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500
505 274
POST BASE ASSEMBLY
DP-01
Tutor
2020, Semester 02
MANSORY ANCHOR BOLT
PB-01
A604
1306 490
ANCHORED BOLT
MA-01
PIPES 1
0 10
AB-01
SSC-01 STAINLESS STEEL SCREW
0 10
100 200 105
1
CONNECTORS
TECH 04: Wide Span Structures
A
SLAB LEGEND PAD FOOTINGS PF-01
1600W x 1600L x 1200D REINFORCED INSITU CONCRETE
PF-02
1000W x 1000L x 1200D REINFORCED INSITU CONCRETE
STRIP FOOTINGS
1
1
A609
A608
SF-01
300mm SLAB THICKENING
SF-02
600mm SLAB THICKENING
SF-03
800mm SLAB THICKENING
Glulam to Slab
SCALE:
1 : 20
Prva ObrenovaÏka Gymnasium
856 100 200 98
A602
457
Miloša ObrenoviÉa 169, Obrenovac, Serbia GROUND FLOOR GL-01
GL-01
DETAIL LEGEND
0
GL-01
1834
800
FINISHES
WA-01
CONC
GL-01
FF-01
TIMBER VENEER
ST-01
STAIR TREAD OAK TIMBER FINISH
ST-02
STAIR RISER OAK TIMBER FINISH
PB-01
PLASTERBOARD
TI-01
TIMBER TILE OAK FINISH
FF-05
WATERPROOF VINYL TILING
WT-01
BLUE CERAMIC GLAZED TILE
GL-01
TREATED EXPOSED GLULAM
GL-02
STRUCTURAL GLULAM
WALL CO-01
CAST-IN-PLACE CONCRETE
DW-01
GYPSUM DRYWALL
TP-01
TOP PLATE
ST-01
STEEL SHEET PILE RETAINING WALL
BF-01
GRAVEL BACKFILL
PB-01
PLASTERBOARD
VB-01
VILLABOARD
5019
FLOOR PW-01
PLYWOOD SUBFLOOR
FJ-01
FLOOR JOIST
RJ-01
RIM JOIST
TP-01
TRIPOWER PAD
CS-01
CONCRETE SLAB
BP-01
BASE PLATE
BB-01
BACKERBOARD
BALUSTRADE BPT-01 BIRCH POST SR-01
CO-01
STEEL RAILING
WINDOW
100mm IN-02
WD-01
DOUBLE GLAZED WINDOWS
200mm ST-01
WF-01
WINDOW FRAME
100mm BF-01
INSULATION & MEMBRANE
300
50
300
50
174 45 A605
250 50
3280 0 10
50mm SOIL
BONDEK
AB-01
ANCHORED BOLT
MA-01
MANSORY ANCHOR BOLT
PB-01
POST BASE ASSEMBLY
BR-01
STEEL BRACKETS
GP-01
GUSSET PLATE
DP-01
2071
DRAINAGE PIPE
GROUP C
10 0
500
WATERPROOF BACKER BOARD
BDEK
PIPES
Alannah Jose Eu Lynn Yeo Darcy MacCuspie
435
GLULAM WALL TO ROOF DETAILS
Subject
1 : 20
Tutor Date
2020, Semester 02
VAPOUR RETARDER
BB-01
CAPPILARY BREAK BETWEEN FOOTING AND FOUNDATION
SF-03
650
1
SARKING BOARD
VR-01
SSC-01 STAINLESS STEEL SCREW
100mm r. DP-01
GRAVEL DRAINAGE LAYER 100mm r. DP-01
-5000
300
1
SOUNDBARRIER MEMBRANE
SB-01
CONNECTORS
COURT BASE 10mm STEEL PLATE HOLLOW STRUCTURAL STEEL 50mm THICK
FIBERGLASS INSULATION
SM-01
153
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50
20mm FF-01 TIMBER FLOOR FINISH
IN-01
TECH 04: Wide Span Structures
A603 Roof Details
2
SCALE: 300
1 : 20
Prva ObrenovaÏka Gymnasium
800X300mm GL-01 GL-01
400mm DIRT R2.5
Miloša ObrenoviÉa 169, Obrenovac, Serbia
25mm DECKDRAIN GEOCOMPOSITE - FLOW RATE 4.3 GL-01
DRAINAGE PIPE R.50mm
DETAIL LEGEND
800
WATERPROOF MEMBRANE
FINISHES
75mm INSULATION R 2.2
250x200mm CROSS BEAMS @ 950 CENTERS 10mm FINISHED CEILING
2
2531
TIMBER VENEER
ST-01
STAIR TREAD OAK TIMBER FINISH
ST-02
STAIR RISER OAK TIMBER FINISH
PB-01
PLASTERBOARD
TI-01
TIMBER TILE OAK FINISH
FF-05
WATERPROOF VINYL TILING
WT-01
BLUE CERAMIC GLAZED TILE
GL-01
TREATED EXPOSED GLULAM
GL-02
STRUCTURAL GLULAM
WALL
A301
3
8
2
LANDING BALUSTRADE
CO-01
CAST-IN-PLACE CONCRETE
DW-01
GYPSUM DRYWALL
TP-01
TOP PLATE
ST-01
STEEL SHEET PILE RETAINING WALL
BF-01
GRAVEL BACKFILL
PB-01
PLASTERBOARD
VB-01
VILLABOARD
FLOOR ROOF TOP
STAND BALUSTRADE 900
4489
GROUND FLOOR 150 13045
FF-01
300
0
2 GL-01
PLYWOOD SUBFLOOR
FJ-01
FLOOR JOIST
RJ-01
RIM JOIST
TP-01
TRIPOWER PAD
CS-01
CONCRETE SLAB
BP-01
BASE PLATE
BB-01
BACKERBOARD
BALUSTRADE
A610
GL-01
PW-01
BPT-01 BIRCH POST
800
GLULAM TO GLULAM CONNECTION
SERVICE CRAWL SPACE
400
200
303
1725
A610
-1000
800
GL-01
GLULAM TO WINDOW CONNECTION
LANDING 2
DOUBLE GLAZED WINDOWS
WF-01
WINDOW FRAME
STANDS BASE
MINIMUM CEILING
100
-2000
IN-01
FIBERGLASS INSULATION
SM-01
SOUNDBARRIER MEMBRANE
SB-01
SARKING BOARD
VR-01
VAPOUR RETARDER
BB-01
WATERPROOF BACKER BOARD
BDEK
BONDEK
CONNECTORS
-2000 150 130
WD-01
INSULATION & MEMBRANE
1
LANDING 1
WINDOW
GL-01
400x200mm GLULAM BEAM
STEEL RAILING
SR-01
1700
AB-01
ANCHORED BOLT
MA-01
MANSORY ANCHOR BOLT
PB-01
POST BASE ASSEMBLY
SSC-01 STAINLESS STEEL SCREW
WA-03
BR-01
STEEL BRACKETS
GP-01
GUSSET PLATE
PIPES DP-01
DRAINAGE PIPE
GROUP C
1
INTERNAL ROOF TO STANDS 1 : 20
2
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2020, Semester 02
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Alannah Jose Eu Lynn Yeo Darcy MacCuspie
TECH 04: Wide Span Structures
A604 Foundation Detail SCALE:
As indicated
Prva ObrenovaÏka Gymnasium Miloša ObrenoviÉa 169, Obrenovac, Serbia
DETAIL LEGEND FINISHES
9 100
200
100 5
300
25 100 15 20
5 MM WP-01
100 MM IN-02
FF-01
TIMBER VENEER
ST-01
STAIR TREAD OAK TIMBER FINISH
ST-02
STAIR RISER OAK TIMBER FINISH
PB-01
PLASTERBOARD
TI-01
TIMBER TILE OAK FINISH
FF-05
WATERPROOF VINYL TILING
WT-01
BLUE CERAMIC GLAZED TILE
GL-01
TREATED EXPOSED GLULAM
GL-02
STRUCTURAL GLULAM
WALL
10 MM R. SR-03
ST-01 300 MM CO-01
CO-01
CAST-IN-PLACE CONCRETE
DW-01
GYPSUM DRYWALL
TP-01
TOP PLATE
ST-01
STEEL SHEET PILE RETAINING WALL
BF-01
GRAVEL BACKFILL
PB-01
PLASTERBOARD
VB-01
VILLABOARD
FLOOR PW-01
PLYWOOD SUBFLOOR
FJ-01
FLOOR JOIST
RJ-01
RIM JOIST
TP-01
TRIPOWER PAD
CS-01
CONCRETE SLAB
COURT BASE
BP-01
BASE PLATE
-5000
BB-01
BACKERBOARD
100 MM BF-01 2
25
A606
150
BALUSTRADE BPT-01 BIRCH POST SR-01
10 MM R. AB-01
STEEL RAILING
300
WINDOW WD-01
DOUBLE GLAZED WINDOWS
WF-01
WINDOW FRAME
INSULATION & MEMBRANE 50 MM SOIL 300
100 MM R. DP-01
FIBERGLASS INSULATION
SM-01
SOUNDBARRIER MEMBRANE
SB-01
SARKING BOARD
VR-01
VAPOUR RETARDER
BB-01
WATERPROOF BACKER BOARD
BDEK
BONDEK
CONNECTORS 500
GRAVEL DRAINAGE LAYER
200
100 MM R. DP-01
IN-01
AB-01
ANCHORED BOLT
MA-01
MANSORY ANCHOR BOLT
PB-01
POST BASE ASSEMBLY
300
SSC-01 STAINLESS STEEL SCREW
FILTER FABRIC SURROUNDING GRAVEL
BR-01
STEEL BRACKETS
GP-01
GUSSET PLATE
PIPES DP-01
300
DRAINAGE PIPE
GROUP C Alannah Jose Eu Lynn Yeo Darcy MacCuspie
1
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Subject Tutor Date
2020, Semester 02
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1303
TECH 04: Wide Span Structures
SLAB LEGEND PAD FOOTINGS PF-01
1600W x 1600L x 1200D REINFORCED INSITU CONCRETE
PF-02
1000W x 1000L x 1200D REINFORCED INSITU CONCRETE
STRIP FOOTINGS SF-01
300mm SLAB THICKENING
SF-02
600mm SLAB THICKENING
SF-03
800mm SLAB THICKENING
A605 Glulam To Slab Detail
SCALE:
As indicated
Prva ObrenovaÏka Gymnasium Miloša ObrenoviÉa 169, Obrenovac, Serbia
DETAIL LEGEND FINISHES FF-01
TIMBER VENEER
ST-01
STAIR TREAD OAK TIMBER FINISH
ST-02
STAIR RISER OAK TIMBER FINISH
PB-01
PLASTERBOARD
TI-01
TIMBER TILE OAK FINISH
FF-05
WATERPROOF VINYL TILING
WT-01
BLUE CERAMIC GLAZED TILE
GL-01
TREATED EXPOSED GLULAM
GL-02
STRUCTURAL GLULAM
WALL
A 100
200
ST-01
40
98
CONC
40mm AIR GAP MINIMUM FOR EXPANSION
100mm BF-01 200mm ST-01 100mm IN-02
RIM JOIST
10mm AIR GAP MINIMUM FOR EXPANSION
TP-01
TRIPOWER PAD
CS-01
CONCRETE SLAB
BP-01
BASE PLATE
BB-01
BACKERBOARD
2520 150 20 4
VILLABOARD
FLOOR JOIST
-5000 GLULAM SINGLE STUD @ 350mm CENTRES
BALUSTRADE BPT-01 BIRCH POST SR-01
STEEL RAILING
TP-01@ 350mm CENTRES
WINDOW
10mm r. AB-01
WD-01
DOUBLE GLAZED WINDOWS
WF-01
WINDOW FRAME
INSULATION & MEMBRANE
50 ° .00 135
250
100mm r. DP-01
IN-01
FIBERGLASS INSULATION
SM-01
SOUNDBARRIER MEMBRANE
SB-01
SARKING BOARD
VR-01
VAPOUR RETARDER
BB-01
WATERPROOF BACKER BOARD
BDEK
BONDEK
CONNECTORS AB-01
ANCHORED BOLT
MA-01
MANSORY ANCHOR BOLT
PB-01
POST BASE ASSEMBLY
°
° .00 135
PLASTERBOARD
VB-01
RJ-01
50mm SOIL 100mm r. DP-01
GRAVEL BACKFILL
PB-01
PLYWOOD SUBFLOOR
300
10mm r. SR-03
STEEL SHEET PILE RETAINING WALL
BF-01
FJ-01
COURT BASE
HOLLOW STRUCTURAL STEEL 50mm THICK
TOP PLATE
ST-01
PW-01
IN-SITU CONCRETE W/ STEEL FRAMING
10mm STEEL PLATE
GYPSUM DRYWALL
TP-01
TERMITE BARRIER
20mm FF-01 TIMBER FLOOR FINISH
REFER TO WALL TYPE: CW-01
CAST-IN-PLACE CONCRETE
DW-01
FLOOR
EXPOSED GLULAM STRUCTURAL BEAM
GL-01
CO-01
500
135
.00
GRAVEL DRAINAGE LAYER
CAPPILARY BREAK BETWEEN FOOTING AND FOUNDATION
SSC-01 STAINLESS STEEL SCREW BR-01
STEEL BRACKETS
GP-01
GUSSET PLATE
PIPES DP-01
Alannah Jose Eu Lynn Yeo Darcy MacCuspie
2506
1
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2020, Semester 02
DRAINAGE PIPE
GROUP C
°
156
ARCH 1014 Yohan Abhayarantne 13-10-2020
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23 5.0 0
TECH 04: Wide Span Structures
9
A606
Side Wall Connection Details
WA02
WF-01
SCALE:
1520
Prva ObrenovaÏka Gymnasium
50 21
150
129
20mm FF-01
150x50mm TP-0, BLOCKING FOR FLANGED-WINDOW MOUNTING
As indicated
WINDOW FRAME TAPED TO BLOCKING
20mm PW-01
GROUND FLOOR
Miloša ObrenoviÉa 169, Obrenovac, Serbia
0
100x50mm TP-01
DETAIL LEGEND
200
FINISHES
20mm TI-01
100x50mm TP-01
15mm DW-01
100mm BF-01
FF-01
TIMBER VENEER
ST-01
STAIR TREAD OAK TIMBER FINISH
ST-02
STAIR RISER OAK TIMBER FINISH
PB-01
PLASTERBOARD
TI-01
TIMBER TILE OAK FINISH
FF-05
WATERPROOF VINYL TILING
WT-01
BLUE CERAMIC GLAZED TILE
GL-01
TREATED EXPOSED GLULAM
GL-02
STRUCTURAL GLULAM
WALL 100mm IN-01
ST-01
25mm SB-01
100mm IN-02
300mm CO-01 5mm WP-01
CAST-IN-PLACE CONCRETE
DW-01
GYPSUM DRYWALL
TP-01
TOP PLATE
ST-01
STEEL SHEET PILE RETAINING WALL
BF-01
GRAVEL BACKFILL
PB-01
PLASTERBOARD
VB-01
VILLABOARD
FLOOR
100
1
CO-01
200
100
5
300
25
100
1520
CURTIN WALL TO CONCRETE DETAIL
PW-01
PLYWOOD SUBFLOOR
FJ-01
FLOOR JOIST
RJ-01
RIM JOIST
TP-01
TRIPOWER PAD
CS-01
CONCRETE SLAB
BP-01
BASE PLATE
BB-01
BACKERBOARD
BALUSTRADE
1:5
BPT-01 BIRCH POST SR-01
9 25
100
STEEL RAILING
WINDOW
1520
WD-01
DOUBLE GLAZED WINDOWS
WF-01
WINDOW FRAME
INSULATION & MEMBRANE
25mm SB-01
IN-01
FIBERGLASS INSULATION
SM-01
SOUNDBARRIER MEMBRANE
SB-01
SARKING BOARD
VR-01
VAPOUR RETARDER
BB-01
WATERPROOF BACKER BOARD
BDEK
BONDEK
CONNECTORS 100mm IN-01 10
AB-01
ANCHORED BOLT
MA-01
MANSORY ANCHOR BOLT
PB-01
POST BASE ASSEMBLY
25 20
100x 50mm BP-01
50
SSC-01 STAINLESS STEEL SCREW
COURT BASE -5000
BR-01
STEEL BRACKETS
GP-01
GUSSET PLATE
PIPES
150
DP-01
50x120mm RJ-01
420
200x50mm TP-01
10mm r. AB-01
DRAINAGE PIPE
GROUP C Alannah Jose Eu Lynn Yeo Darcy MacCuspie
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FLOOR TO WALL DETAIL
200
1:5
Subject Tutor Date
2020, Semester 02
157
ARCH 1014 Yohan Abhayarantne 13-10-2020
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50
TECH 04: Wide Span Structures
A607 Wall to stands connection detail
SCALE:
As indicated
Prva ObrenovaÏka Gymnasium Miloša ObrenoviÉa 169, Obrenovac, Serbia
DETAIL LEGEND FINISHES
25
FF-01
TIMBER VENEER
ST-01
STAIR TREAD OAK TIMBER FINISH
ST-02
STAIR RISER OAK TIMBER FINISH
PB-01
PLASTERBOARD
TI-01
TIMBER TILE OAK FINISH
FF-05
WATERPROOF VINYL TILING
WT-01
BLUE CERAMIC GLAZED TILE
GL-01
TREATED EXPOSED GLULAM
GL-02
STRUCTURAL GLULAM
WALL
20mm FF-01
25 20
VILLABOARD
RIM JOIST
TP-01
TRIPOWER PAD
CS-01
CONCRETE SLAB
STANDS BASE
BP-01
BASE PLATE
-2000
BB-01
BACKERBOARD
BALUSTRADE BPT-01 BIRCH POST
130
STEEL RAILING
SR-01
280 90
PLASTERBOARD
VB-01
FLOOR JOIST
WINDOW 90mm IN-01
WD-01
DOUBLE GLAZED WINDOWS
WF-01
WINDOW FRAME
INSULATION & MEMBRANE
15
50x90mm FJ-01 90x50mm TP-01 90x50mm TP-01 5mm WT-01
GRAVEL BACKFILL
PB-01
RJ-01
130mm CS-01
10mm d. AB-01
STEEL SHEET PILE RETAINING WALL
BF-01
PLYWOOD SUBFLOOR
50
50x220mm RJ-01
TOP PLATE
ST-01
FJ-01
1.2mm SM-01
MA-01
GYPSUM DRYWALL
TP-01
PW-01
ADHESIVE 30mm d. SR-01
CAST-IN-PLACE CONCRETE
DW-01
FLOOR
25mm PW-01
25mm BP-01
CO-01
BR-01
IN-01
FIBERGLASS INSULATION
SM-01
SOUNDBARRIER MEMBRANE
SB-01
SARKING BOARD
VR-01
VAPOUR RETARDER
BB-01
WATERPROOF BACKER BOARD
BDEK
BONDEK
CONNECTORS
10mm BB-01 Drilled SB-01
2mm VR-01
AB-01
ANCHORED BOLT
MA-01
MANSORY ANCHOR BOLT
PB-01
POST BASE ASSEMBLY
SSC-01 STAINLESS STEEL SCREW
90mm IN-01
BR-01
STEEL BRACKETS
GP-01
GUSSET PLATE
PIPES
9mm PB-01
DP-01
20mmTI-01 70
9
90
GROUP C
2105
Alannah Jose Eu Lynn Yeo Darcy MacCuspie
186
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2020, Semester 02
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1
DRAINAGE PIPE
TECH 04: Wide Span Structures
GLULAM BEAM
70mm AIR GAP MINIMUM FOR EXPANSION
301030 250
250
GROUND FLOOR GL-01
75
75
10
10
10
10
10
10
10
10
50
10
As indicated
100
100
Miloša ObrenoviÉa 169, Obrenovac, Serbia
STEEL WASHER
FINISHES
50
10
10
30
10
10
10
10
201
10
STEEL BOLT
60
10 60
10
10
10
10
350
10
85 50
10
Prva ObrenovaÏka Gymnasium DETAIL LEGEND
30
10
85
10
20mm DIA STEEL DOWEL
180
30
60
10
SCALE:
50
85
10
10
30
60
200
10
10
5mm STEEL PLATE
60
60
180
10
10
85
10
199
60
200
50
10
10
350 100
10
60
40 30
GL-01
100
Glulam End to End Connection Detail
40
50
0
50
35
A608
FF-01
TIMBER VENEER
ST-01
STAIR TREAD OAK TIMBER FINISH
ST-02
STAIR RISER OAK TIMBER FINISH
PB-01
PLASTERBOARD
TI-01
TIMBER TILE OAK FINISH
FF-05
WATERPROOF VINYL TILING
WT-01
BLUE CERAMIC GLAZED TILE
GL-01
TREATED EXPOSED GLULAM
GL-02
STRUCTURAL GLULAM
WALL
50
36
50
470 470
CO-01
CAST-IN-PLACE CONCRETE
DW-01
GYPSUM DRYWALL
TP-01
TOP PLATE
ST-01
STEEL SHEET PILE RETAINING WALL
BF-01
GRAVEL BACKFILL
PB-01
PLASTERBOARD
VB-01
VILLABOARD
FLOOR
1
GLULAM END-END CONNECTION DETAIL
PW-01
PLYWOOD SUBFLOOR
FJ-01
FLOOR JOIST
RJ-01
RIM JOIST
TP-01
TRIPOWER PAD
CS-01
CONCRETE SLAB
BP-01
BASE PLATE
BB-01
BACKERBOARD
BALUSTRADE
1:5
BPT-01 BIRCH POST SR-01
STEEL RAILING
WINDOW WD-01
DOUBLE GLAZED WINDOWS
WF-01
WINDOW FRAME
INSULATION & MEMBRANE IN-01
FIBERGLASS INSULATION
SM-01
SOUNDBARRIER MEMBRANE
SB-01
SARKING BOARD
VR-01
VAPOUR RETARDER
BB-01
WATERPROOF BACKER BOARD
BDEK
BONDEK
CONNECTORS AB-01
ANCHORED BOLT
MA-01
MANSORY ANCHOR BOLT
PB-01
POST BASE ASSEMBLY
SSC-01 STAINLESS STEEL SCREW BR-01
STEEL BRACKETS
GP-01
GUSSET PLATE
PIPES DP-01
DRAINAGE PIPE
GROUP C
TYPICAL CONNECTION 1:5
TYPICAL GLULAM BEAM 1:5
Subject Tutor Date
2020, Semester 02
159
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Alannah Jose Eu Lynn Yeo Darcy MacCuspie
TECH 04: Wide Span Structures
A609 Glulam Column Connection Detail SCALE:
As indicated
Prva ObrenovaÏka Gymnasium Miloša ObrenoviÉa 169, Obrenovac, Serbia GROUND FLOOR 260
320
0
309
DETAIL LEGEND
GL-01
50
100
FINISHES
100
10
10
50
10
70mm MINIMUM GAP FOR EXPANSION 10
75
10
75
EXPOSED STRUCTUAL GLULAM BEAM
100
10
50
10
10
20mm DIA STEEL DOWEL
10
10
100
10
10
10
94
10
75
5mm STEEL PLATE 100
TIMBER VENEER
ST-01
STAIR TREAD OAK TIMBER FINISH
ST-02
STAIR RISER OAK TIMBER FINISH
PB-01
PLASTERBOARD
TI-01
TIMBER TILE OAK FINISH
FF-05
WATERPROOF VINYL TILING
WT-01
BLUE CERAMIC GLAZED TILE
GL-01
TREATED EXPOSED GLULAM
GL-02
STRUCTURAL GLULAM
WALL
10
10
10
10
400
100
50
FF-01
CO-01
CAST-IN-PLACE CONCRETE
DW-01
GYPSUM DRYWALL
TP-01
TOP PLATE
ST-01
STEEL SHEET PILE RETAINING WALL
BF-01
GRAVEL BACKFILL
PB-01
PLASTERBOARD
VB-01
VILLABOARD
255
10
50
FLOOR
35.2
135
° .00
PLYWOOD SUBFLOOR
FJ-01
FLOOR JOIST
RJ-01
RIM JOIST
TP-01
TRIPOWER PAD
CS-01
CONCRETE SLAB
BP-01
BASE PLATE
BB-01
BACKERBOARD
BALUSTRADE
9°
GL-01
PW-01
BPT-01 BIRCH POST SR-01
1 44
STEEL RAILING
WD-01
DOUBLE GLAZED WINDOWS
WF-01
WINDOW FRAME
10
10
WINDOW
30 13
10
10
10
10
10
10
10
10
10
INSULATION & MEMBRANE
10 10
10
10
10
SOUNDBARRIER MEMBRANE
SB-01
SARKING BOARD
VR-01
VAPOUR RETARDER
BB-01
WATERPROOF BACKER BOARD
BDEK
BONDEK
AB-01
ANCHORED BOLT
MA-01
MANSORY ANCHOR BOLT
PB-01
POST BASE ASSEMBLY
SSC-01 STAINLESS STEEL SCREW
10
10
10 10
FIBERGLASS INSULATION
SM-01
CONNECTORS
BR-01
STEEL BRACKETS
GP-01
GUSSET PLATE
PIPES DP-01
10
10
IN-01
DRAINAGE PIPE
GROUP C
1
s3752105 s3779797
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Subject Tutor Date
2020, Semester 02
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17/10/2020 7:48:38 PM
Alannah Jose Eu Lynn Yeo Darcy MacCuspie
TECH 04: Wide Span Structures
A610
2
3
A301
Roof Connections GL-01
800X300mm GL-01
DRT
400mm DIRT R2.5
SCALE:
25mm DECKDRAIN GEOCOMPOSITE - FLOW RATE 4.3
As indicated
FILTER FABRIC AND ROOT BARRIER 50
Prva ObrenovaÏka Gymnasium
DRAINAGE PIPE R.50mm PIPE FILTERATION WRAPPING
BDEK
WATERPROOF MEMBRANE
Miloša ObrenoviÉa 169, Obrenovac, Serbia 800
100mm BDEK IN-01
DETAIL LEGEND
75mm INSULATION R 2.2
FINISHES
2
GL-02
250x200mm CROSS BEAMS @ 950 CENTERS
GL-01
DRT
10mm FINISHED CEILING 150 820
22
112
235
113 18 24 150
115
10
10
10
70
250 10
10
10
10
50
76
820 112
BDEK
200
WATERPROOF VINYL TILING
WT-01
BLUE CERAMIC GLAZED TILE
GL-01
TREATED EXPOSED GLULAM
GL-02
STRUCTURAL GLULAM
CO-01
CAST-IN-PLACE CONCRETE
DW-01
GYPSUM DRYWALL
TP-01
TOP PLATE
ST-01
STEEL SHEET PILE RETAINING WALL
BF-01
GRAVEL BACKFILL
PB-01
PLASTERBOARD
VB-01
VILLABOARD
FLOOR JOIST
RJ-01
RIM JOIST
TP-01
TRIPOWER PAD
400mm DIRT R2.5
CS-01
CONCRETE SLAB
BP-01
BASE PLATE
25mm DECKDRAIN GEOCOMPOSITE FLOW RATE 4.3
BB-01
BACKERBOARD
BALUSTRADE BPT-01 BIRCH POST
IN-01
GL-02
STEEL RAILING
SR-01
DRAINAGE PIPE R.50mm
WINDOW
PIPE FILTERATION WRAPPING
WD-01
DOUBLE GLAZED WINDOWS
WF-01
WINDOW FRAME
WATERPROOF MEMBRANE
INSULATION & MEMBRANE
100mm BDEK
IN-01
FIBERGLASS INSULATION
SM-01
SOUNDBARRIER MEMBRANE
SB-01
SARKING BOARD
VR-01
VAPOUR RETARDER
BB-01
WATERPROOF BACKER BOARD
BDEK
BONDEK
800
65
113
10
GL-01
IN-01
75
TIMBER TILE OAK FINISH
FF-05
PLYWOOD SUBFLOOR
FILTER FABRIC AND ROOT BARRIER
10 BDEK
PLASTERBOARD
TI-01
FJ-01
DRT
76
75
IN-01
20mm DIA STEEL DOWEL SLOTTED STEEL CONNECTION
STAIR RISER OAK TIMBER FINISH
PB-01
PW-01
800x300mm GL-01
GL-02
50
STAIR TREAD OAK TIMBER FINISH
ST-02
FLOOR
BDEK
GL-01
TIMBER VENEER
ST-01
WALL
50
DRT
FF-01
75mm INSULATION R 2.2
GL-02
SITE PLAN
AB-01
ANCHORED BOLT
MA-01
MANSORY ANCHOR BOLT
PB-01
POST BASE ASSEMBLY
SSC-01 STAINLESS STEEL SCREW
2000
STEEL BRACKETS
GP-01
GUSSET PLATE
PIPES
65
10
10mm FINISHED CEILING
BR-01
DP-01
GROUP C
300 300
1
1:5
Alannah Jose Eu Lynn Yeo Darcy MacCuspie
100
ROOF - GLULAM TO WINDOW CONNECTION
2
ROOF - GLULAM TO GLULAM CONNECTION 1:5
Subject Tutor Date
2020, Semester 02
DRAINAGE PIPE
161
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250
CONNECTORS 250x200mm CROSS BEAMS @ 950 CENTERS
TECH 04: Wide Span Structures
A650 B
D
E
F
2
G
H
A302
I
J
Stair
K
SCALE:
GROUND FLOOR 2900
1000
0
28mm d. BPT-01
LANDING 1
As indicated
Prva ObrenovaÏka Gymnasium Miloša ObrenoviÉa 169, Obrenovac, Serbia
1000
-1000
1000
26 754 26
4
2
A651
A650
988
50mm d. SR-01
1000
1000
30mm d. SR-01
25mm d. BC-01
STANDS BASE
DETAIL LEGEND
-2000 LANDING 2
1000 P-01
W-42
W-43
FINISHES
-2000
W-44
FF-01
TIMBER VENEER
ST-01
STAIR TREAD OAK TIMBER FINISH
ST-02
STAIR RISER OAK TIMBER FINISH
PB-01
PLASTERBOARD
TI-01
TIMBER TILE OAK FINISH
FF-05
WATERPROOF VINYL TILING
WT-01
BLUE CERAMIC GLAZED TILE
1
GL-01
TREATED EXPOSED GLULAM
A653
GL-02
STRUCTURAL GLULAM
LANDING 3 3 1000
D-13
D-19
D-14
D-15
D-16
D-18
D-17
-3000
A651 1 A302
3030 30 3050
885
1000
STORAGE
LANDING 4 -4000 COURT BASE
WALL
-5000 500
1622
3987
GYM FLOORING
1
1622
300mm CS-01
10mm ST-01
3975
25mm ST-02
1644
FF-01 STORAGE SHELVES
3981
1619
600x600mm FH
3976
1635
2488
STANDS
CO-01
CAST-IN-PLACE CONCRETE
DW-01
GYPSUM DRYWALL
TP-01
TOP PLATE
ST-01
STEEL SHEET PILE RETAINING WALL
BF-01
GRAVEL BACKFILL
PB-01
PLASTERBOARD
VB-01
VILLABOARD
FLOOR
STAIRS 1 : 50
B
PW-01
PLYWOOD SUBFLOOR
FJ-01
FLOOR JOIST
RJ-01
RIM JOIST
TP-01
TRIPOWER PAD
CS-01
CONCRETE SLAB
BP-01
BASE PLATE
BB-01
BACKERBOARD
BALUSTRADE BPT-01 BIRCH POST SR-01
STEEL RAILING
WINDOW
525
1627 384
779
465
30
959
30
849 174 6530 170 30 170 30 170 30150 50
IN-01
FIBERGLASS INSULATION
SM-01
SOUNDBARRIER MEMBRANE
SB-01
SARKING BOARD
VR-01
VAPOUR RETARDER
BB-01
WATERPROOF BACKER BOARD
BDEK
BONDEK
LANDING 4 -4000
AB-01
ANCHORED BOLT
MA-01
MANSORY ANCHOR BOLT
PB-01
POST BASE ASSEMBLY
SSC-01 STAINLESS STEEL SCREW BR-01
STEEL BRACKETS
GP-01
GUSSET PLATE
685
PIPES DP-01
FF-01 SIDE SHELVES
GROUP C
COURT BASE -5000 470
DRAINAGE PIPE
Alannah Jose Eu Lynn Yeo Darcy MacCuspie
s3783945 s3752105 s3779797
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Subject Tutor Date
162
ARCH 1014 Yohan Abhayarantne 13-10-2020
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300
895
1041
25mm d. BPT-01
50 250 66
25 226 25 224 25
2020, Semester 02
WINDOW FRAME
CONNECTORS
30mm d. SR-01
2
DOUBLE GLAZED WINDOWS
WF-01
INSULATION & MEMBRANE
25mm d. BPT-01 50mm d. SR-01
WD-01
TECH 04: Wide Span Structures
INSTALL IN COMPLIANCE WITH AS 1025
10
25
2mm ADHESIVE
30
30mm d. SR-01
165
25mm d. BPT-01
121
121
25
25mm ST-01
10
148
10mm ST-02 275
50mm d. SR-01
50
50
275
30
25
SCREWED MA-01
SCALE:
As indicated
Prva ObrenovaÏka Gymnasium Miloša ObrenoviÉa 169, Obrenovac, Serbia
165
25mm PW-01
Stair & Balustrade Details
836
886
20mm FF-01
A651
DETAIL LEGEND
DRILLED MA-01
FINISHES FF-01
TIMBER VENEER
ST-01
STAIR TREAD OAK TIMBER FINISH
ST-02
STAIR RISER OAK TIMBER FINISH
PB-01
PLASTERBOARD
TI-01
TIMBER TILE OAK FINISH
FF-05
WATERPROOF VINYL TILING
WT-01
BLUE CERAMIC GLAZED TILE
GL-01
TREATED EXPOSED GLULAM
30
GL-02
STRUCTURAL GLULAM
61
30
COURT BASE 50x150mm FJ-01
WALL
-5000
150mm IN-01 170
STAIR BASE FOOTING 40x20mm TP-01
25 6
50
265
3
30
STAIR TO FLOOR DETAIL
CO-01
CAST-IN-PLACE CONCRETE
DW-01
GYPSUM DRYWALL
TP-01
TOP PLATE
ST-01
STEEL SHEET PILE RETAINING WALL
BF-01
GRAVEL BACKFILL
PB-01
PLASTERBOARD
VB-01
VILLABOARD
FLOOR
1:5
BALUSTRADE DETAIL 1:5
PW-01
PLYWOOD SUBFLOOR
FJ-01
FLOOR JOIST
RJ-01
RIM JOIST
TP-01
TRIPOWER PAD
CS-01
CONCRETE SLAB
BP-01
BASE PLATE
BB-01
BACKERBOARD
BALUSTRADE
30mm d. SR-01
BPT-01 BIRCH POST SR-01
25mm d. BPT-01 280 10
265
WD-01
DOUBLE GLAZED WINDOWS
WF-01
WINDOW FRAME
INSULATION & MEMBRANE
20 20
20mm FF-01 Screwed MA-01
20mm PW-01
IN-01
FIBERGLASS INSULATION
LANDING 4
SM-01
SOUNDBARRIER MEMBRANE
-4000
SB-01
SARKING BOARD
VR-01
VAPOUR RETARDER
BB-01
WATERPROOF BACKER BOARD
BDEK
BONDEK
145
25mm ST-01
CONNECTORS
25
300mm CS-01
10mm ST-02
AB-01
ANCHORED BOLT
MA-01
MANSORY ANCHOR BOLT
PB-01
POST BASE ASSEMBLY
146
SSC-01 STAINLESS STEEL SCREW BR-01
STEEL BRACKETS
GP-01
GUSSET PLATE
PIPES
30
25
2mm Adhesive
STEEL RAILING
WINDOW
DP-01
DRAINAGE PIPE
GROUP C
30mm d. BPT-01 MA-01 PB-01 25mm ST-01 CS-01
4
STAIR TO LANDING DETAIL
BALUSTRADE POST TO FLOOR CONNECTION
1:5
1:5
Alannah Jose Eu Lynn Yeo Darcy MacCuspie
Subject Tutor Date
2020, Semester 02
163
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25
SS-01
TECH 04: Wide Span Structures
D
E
A653
F
Side Shelve Storage
As indicated
Prva ObrenovaÏka Gymnasium
780
GE
ST OR A
ST OR A
GE
GE ST OR A
ST OR A
ST OR A
GE
GE
ST OR A
3
Miloša ObrenoviÉa 169, Obrenovac, Serbia
50
A653
150
A653
ST OR A
GE ST OR A
GE
2
GE
50
SCALE:
FINISHES
760
GE
GE
ST OR A
ST OR A
ST OR A
GE ST OR A
GE ST OR A
GE ST OR A
GE ST OR A
GE ST OR A
GE ST OR A
GE ST OR A
GE ST OR A
GE ST OR A
GE ST OR A
GE ST OR A
GE ST OR A
GE ST OR A
GE ST OR A
290
GE
386
DETAIL LEGEND
COURT BASE -5000
70
500
70
500
70
500
70
500
70
500
70
500
70
500
70
500
70
500
70
500
70
500
70
500
70
500
70
500
70
500
70
500
70
500
71
FF-01
TIMBER VENEER
ST-01
STAIR TREAD OAK TIMBER FINISH
ST-02
STAIR RISER OAK TIMBER FINISH
PB-01
PLASTERBOARD
TI-01
TIMBER TILE OAK FINISH
FF-05
WATERPROOF VINYL TILING
WT-01
BLUE CERAMIC GLAZED TILE
GL-01
TREATED EXPOSED GLULAM
GL-02
STRUCTURAL GLULAM
WALL 600
4000
1602
3560
9761
1
SIDE STORAGE SHELVES
CO-01
CAST-IN-PLACE CONCRETE
DW-01
GYPSUM DRYWALL
TP-01
TOP PLATE
ST-01
STEEL SHEET PILE RETAINING WALL
BF-01
GRAVEL BACKFILL
PB-01
PLASTERBOARD
VB-01
VILLABOARD
FLOOR
1 : 20
50
PW-01
PLYWOOD SUBFLOOR
FJ-01
FLOOR JOIST
RJ-01
RIM JOIST
TP-01
TRIPOWER PAD
CS-01
CONCRETE SLAB
BP-01
BASE PLATE
BB-01
BACKERBOARD
BALUSTRADE BPT-01 BIRCH POST SR-01
STEEL RAILING
WINDOW WD-01
DOUBLE GLAZED WINDOWS
WF-01
WINDOW FRAME
INSULATION & MEMBRANE 0° 32.0
70
-4000 0° 148.0
SSC-01
SARKING BOARD
VR-01
VAPOUR RETARDER
BB-01
WATERPROOF BACKER BOARD
BDEK
BONDEK
AB-01
ANCHORED BOLT
MA-01
MANSORY ANCHOR BOLT
PB-01
POST BASE ASSEMBLY
SSC-01 STAINLESS STEEL SCREW
12 2.0 0
150
BR-01
SOUNDBARRIER MEMBRANE
SB-01
CONNECTORS
LANDING 4 FF-01 -4000
°
50
50mm FF-01
/
FF-01 LANDING 150mm 4
00 10
FIBERGLASS INSULATION
SM-01
FF-01
70mm FF-01
BR-01
STEEL BRACKETS
GP-01
GUSSET PLATE
PIPES DP-01
SSC-01
GROUP C
SB
70
2
500
Alannah Jose Eu Lynn Yeo Darcy MacCuspie
70
SHELVES SLOPE CONNECTION
3
1:5
SHELVES CONNECTION 1:5
Subject Tutor Date
2020, Semester 02
DRAINAGE PIPE
164
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5 62
150
GP-01
IN-01
TECH 04: Wide Span Structures
A701
Door Schedule
51
GROUND LEVEL : Entrance
02
1981
1830
51
LOWER LEVEL Room LOWER LEVEL Entrance LOWER LEVEL Entrance LOWER LEVEL
03
2032
864
51
LOWER LEVEL Toilet LOWER LEVEL Toilet LOWER LEVEL Toilet LOWER LEVEL Toilet LOWER LEVEL Toilet LOWER LEVEL Toilet LOWER LEVEL Toilet LOWER LEVEL Toilet LOWER LEVEL Toilet LOWER LEVEL Toilet LOWER LEVEL Toilet LOWER LEVEL Toilet LOWER LEVEL Room Entrance LOWER LEVEL
: Dance : Toilet
04
2032
864
51
: Toilet
05
2032
864
51
: Storage
06
2032
762
51
: Cubicle
07
2032
762
51
: Cubicle
08
2032
762
51
: Cubicle
09
2032
762
51
: Cubicle
10
2032
762
51
: Cubicle
11
2032
762
51
: Cubicle
12
2032
762
51
: Cubicle : Cubicle : Cubicle
13 14 15
2032
762
2032
762
2032
762
51 51 51
: Cubicle
16
2032
762
51
: Cubicle
17
2032
762
51
: Cubicle : Meeting : Storage
LOWER LEVEL : Electrical Switchboard LOWER LEVEL : Disabled Toilet
18 19
2032
762
2032
864
Teak Timber HMR Extruded Timber Board Teak Timber HMR Extruded Timber Board PVC Extruded Aluminium PVC Extruded Aluminium Teak Timber HMR Extruded Timber Board Teak Timber HMR Extruded Timber Board PVC Extruded Aluminium PVC Extruded Aluminium PVC Extruded Aluminium Teak Timber HMR Extruded Timber Board PVC Extruded Aluminium PVC Extruded Aluminium PVC Extruded Aluminium PVC Extruded Aluminium PVC Extruded Aluminium PVC Extruded Aluminium PVC Extruded Aluminium PVC Extruded Aluminium PVC Extruded Aluminium Teak Timber HMR Extruded Timber Board PVC Extruded Aluminium PVC Extruded Aluminium
51 51
20
2032
762
51
22
1981
1830
51
23
2032
950
51
24
0
0
762 50
662
Door Schedule
1982 76
50
764
1830
76 50
764
50
50
764
SCALE:
50
TOP DOOR FRAME 2057
Prva ObrenovaÏka Gymnasium DETAIL LEGEND
DOOR HANDLE
FINISHES
900
DOOR BASE 0
864 x 1961 mm
1982 x 2057 mm D-01 D-02
D-03
GROUND FLOOR, ENTRANCE GROUND FLOOR, ENTRANCE
GLAZED 2 PANEL BI-FOLD DOORS WITH FIXED WINDOW GL-01 19mm SINGLE GLAZED DOOR FM-01 TIMBER FRAMED DOORS HD01 MATTE BLACK HANDLES W. HINGE
TIMBER SINGLE SWING DOOR TD-01 35mm TEAK TIMBER DOOR FM-01 TIMBER FRAMED DOORS HD01 MATTE BLACK HANDLES W. HINGE
762 50
50
D-04 D-05 D-06
662
76
1830
STAIR TREAD OAK TIMBER FINISH
ST-02
STAIR RISER OAK TIMBER FINISH
PB-01
PLASTERBOARD
TI-01
TIMBER TILE OAK FINISH
FF-05
WATERPROOF VINYL TILING
WT-01
BLUE CERAMIC GLAZED TILE
GL-01
TREATED EXPOSED GLULAM
GL-02
STRUCTURAL GLULAM
CAST-IN-PLACE CONCRETE
DW-01
GYPSUM DRYWALL
TP-01
TOP PLATE
ST-01
STEEL SHEET PILE RETAINING WALL
BF-01
GRAVEL BACKFILL
PB-01
PLASTERBOARD
LOWER GROUND FLOOR, STORAGE - LG06
VB-01
VILLABOARD
PVC FLUSHED SINGLE SWING DOOR PV01 35mm PVC DOOR FR-02 ALUMINIUM FRAME HD01 MATTE BLACK HANDLES W. HINGE
FLOOR
LOWER GROUND FLOOR, MALE TOILET - LG04 LOWER GROUND FLOOR, FEMALE TOILET - LG05
PW-01
PLYWOOD SUBFLOOR
FJ-01
FLOOR JOIST
RJ-01
RIM JOIST
TP-01
TRIPOWER PAD
CS-01
CONCRETE SLAB
BP-01
BASE PLATE
BB-01
BACKERBOARD
BALUSTRADE
1982 50
TIMBER VENEER
ST-01
CO-01
864 x 2032 mm
LOWER GROUND FLOOR, DANCE ROOM - LG02
FF-01
WALL
1050 50
76
950
BPT-01 BIRCH POST SR-01
50
STEEL RAILING
WINDOW
50
76
50
50
TOP DOOR FRAME
50
1 : 20
Miloša ObrenoviÉa 169, Obrenovac, Serbia
864 50
864
864
50
1830
2032
1981
1982
01
Frame Material
50
GROUND LEVEL : Entrance
Finish
1911
Thickne ss
1961
Width
76
Height
1981
Level & Location
2057
Door Number
WD-01
DOUBLE GLAZED WINDOWS
WF-01
WINDOW FRAME
INSULATION & MEMBRANE
2032
IN-01
FIBERGLASS INSULATION
SM-01
SOUNDBARRIER MEMBRANE
SB-01
SARKING BOARD
VR-01
VAPOUR RETARDER
BB-01
WATERPROOF BACKER BOARD
BDEK
BONDEK
1982
2032
1981
2057
2032
1982
1982
2032
1982
2032
CONNECTORS DOOR HANDLE
AB-01
ANCHORED BOLT
-4100
MA-01
MANSORY ANCHOR BOLT
PB-01
POST BASE ASSEMBLY
SSC-01 STAINLESS STEEL SCREW BR-01
STEEL BRACKETS
GP-01
GUSSET PLATE
PIPES DP-01
DOOR BASE
GROUP C
D-07 - D-12 D-13 - D-18
LOWER GROUND FLOOR, TOILET CUBICLE DOOR - LG04
864 x 2032 mm D-19
LOWER GROUND FLOOR, MEETING ROOM - LG03
762 x 2032 mm D-20
LOWER GROUND FLOOR, STORAGE - LG09
1050 x 2032 mm
1982 x 2057 mm D-21
LOWER GROUND FLOOR, FIRE REEL - LG01
D-23
LOWER GROUND FLOOR, DISABLED TOILET - LG08
LOWER GROUND FLOOR, TOILET CUBICLE DOOR - LG05
PVC FLUSHED SINGLE SWING DOOR PV-01 12mm PVC DOOR FR-02 ALUMINIUM FRAME HD-02 STAINLESS STEEL TOILET CUBICLE DOOR HANDLE
TIMBER SINGLE SWING DOOR TD-01 35mm TEAK TIMBER DOOR FM-01 TIMBER FRAMED DOORS HD01 MATTE BLACK HANDLES W. HINGE
TEAK TIMBER SINGLE SWING DOOR TD-01 35mm TEAK TIMBER DOOR FR-01 TIMBER FRAME HD-01 MATTE BLACK HANDLES W. HINGE
GLAZED 2 PANEL BI-FOLD DOORS WITH FIXED WINDOW GL-01 4mm SINGLE GLAZED DOOR FM-02 ALUMINIUM FRAME HD-01 MATTE BLACK HANDLES W. HINGE
D-22
LOWER GROUND FLOOR, ELECTRICAL SWITCHBOARD - LG06 PVC DOUBLE SWING DOORS PV01 20mm PVC DOOR FM-01 TIMBER FRAMED DOORS HD-01 MATTE BLACK HANDLES W. HINGE
Alannah Jose Eu Lynn Yeo Darcy MacCuspie
165
s3752105 s3779797
PVC FLUSHED SINGLE SWING DOOR PV01 35mm PVC DOOR FR-02 ALUMINIUM FRAME HD01 MATTE BLACK HANDLES W. HINGE
Subject Tutor Date
2020, Semester 02
s3783945
ARCH 1014 Yohan Abhayarantne 13-10-2020
17/10/2020 7:48:57 PM
-5000
762 x 2032 mm
DRAINAGE PIPE
TECH 04: Wide Span Structures
A702 Wall type
SCALE:
As indicated
Prva ObrenovaÏka Gymnasium Miloša ObrenoviÉa 169, Obrenovac, Serbia
WALL TYPES
DETAIL LEGEND
25
FINISHES
120mm Brick 30mm Gap 120mm Brick
TIMBER VENEER
ST-01
STAIR TREAD OAK TIMBER FINISH
ST-02
STAIR RISER OAK TIMBER FINISH
PB-01
PLASTERBOARD
TI-01
TIMBER TILE OAK FINISH
FF-05
WATERPROOF VINYL TILING
WT-01
BLUE CERAMIC GLAZED TILE
GL-01
TREATED EXPOSED GLULAM
GL-02
STRUCTURAL GLULAM
WALL
100
200
100 5
DOUBLE BRICK WALLS EXTERNAL WALLS
730
25mm Sarking Board 300mm Concrete Wall 5mm Polytubber Gel 100mm Rigid Insulation 200mm Steel Sheet Pile 100mm Backfill
WA-04 270
RETAINING WALLS UNDERGROUND
110 50 110
300
WA-01
FF-01
CO-01
CAST-IN-PLACE CONCRETE
DW-01
GYPSUM DRYWALL
TP-01
TOP PLATE
ST-01
STEEL SHEET PILE RETAINING WALL
BF-01
GRAVEL BACKFILL
PB-01
PLASTERBOARD
VB-01
VILLABOARD
FLOOR
WA-02
TIMBER STUD WALL INTERNAL WALL 18mm Timber Wakk Cladding 90mm Timber Studs 90mm Fiberglass Insulation 10mm Plasterboard
10 90 18
38938
85
38mm Double Glazed Panel 9mm Gap 38mm Double Glazed Panel
118
WA-05
CURTIN WALL GROUND FLOOR
PW-01
PLYWOOD SUBFLOOR
FJ-01
FLOOR JOIST
RJ-01
RIM JOIST
TP-01
TRIPOWER PAD
CS-01
CONCRETE SLAB
BP-01
BASE PLATE
BB-01
BACKERBOARD
BALUSTRADE BPT-01 BIRCH POST SR-01
STEEL RAILING
WINDOW WD-01
DOUBLE GLAZED WINDOWS
WF-01
WINDOW FRAME
INSULATION & MEMBRANE IN-01
FIBERGLASS INSULATION
SM-01
SOUNDBARRIER MEMBRANE
SOUNDPROOF WALLS INTERNAL WALL
SB-01
SARKING BOARD
VR-01
VAPOUR RETARDER
BB-01
WATERPROOF BACKER BOARD
BDEK
BONDEK
50mm Acoustic panel 1.2mm Acoustic membrane 13mm Plasterboard 90mm Timber stud 90mm Fiberglass Insulation 13mm Plasterboard 20mm Timber Oak finish
20 13 90 13 151
WA-06 188
5mm Blue Ceramic Tiles 10mm Waterproof Foam Backer Board 90mm Timber Stud 90mm Fiberglass Insulation 9mm Villaboard 20mm Timber Oak finish
141
WATERPROOF SHOWER TILED WALLS INTERNAL TOILETS
20 13 90 13 5
WA-03
CONNECTORS AB-01
ANCHORED BOLT
MA-01
MANSORY ANCHOR BOLT
PB-01
POST BASE ASSEMBLY
SSC-01 STAINLESS STEEL SCREW BR-01
STEEL BRACKETS
GP-01
GUSSET PLATE
PIPES DP-01
DRAINAGE PIPE
GROUP C
Subject Tutor Date
2020, Semester 02
166
s3783945 s3752105 s3779797
ARCH 1014 Yohan Abhayarantne 13-10-2020
17/10/2020 7:48:58 PM
Alannah Jose Eu Lynn Yeo Darcy MacCuspie
TECH 04: Wide Span Structures
A703 2300
600
2300
400
2700
W-40
Glazed Partitions Schedule
SCALE:
W-41
1 : 20
2300
Prva ObrenovaÏka Gymnasium
GLAZED PARTITIONS DANCE ROOM 1 : 20
Miloša ObrenoviÉa 169, Obrenovac, Serbia
DETAIL LEGEND FINISHES 1300
1000
1300
1000
1300
2300
FF-01
TIMBER VENEER
ST-01
STAIR TREAD OAK TIMBER FINISH
ST-02
STAIR RISER OAK TIMBER FINISH
PB-01
PLASTERBOARD
TI-01
TIMBER TILE OAK FINISH
FF-05
WATERPROOF VINYL TILING
WT-01
BLUE CERAMIC GLAZED TILE
GL-01
TREATED EXPOSED GLULAM
GL-02
STRUCTURAL GLULAM
1300
WALL
W-42
W-43
W-44 1000
CO-01
CAST-IN-PLACE CONCRETE
DW-01
GYPSUM DRYWALL
TP-01
TOP PLATE
ST-01
STEEL SHEET PILE RETAINING WALL
BF-01
GRAVEL BACKFILL
PB-01
PLASTERBOARD
VB-01
VILLABOARD
FLOOR
GLAZED PARTITIONS MEETING ROOM 1 : 20
PW-01
PLYWOOD SUBFLOOR
FJ-01
FLOOR JOIST
RJ-01
RIM JOIST
TP-01
TRIPOWER PAD
CS-01
CONCRETE SLAB
BP-01
BASE PLATE
BB-01
BACKERBOARD
BALUSTRADE BPT-01 BIRCH POST
STEEL RAILING
SR-01
WINDOW WD-01
DOUBLE GLAZED WINDOWS
WF-01
WINDOW FRAME
INSULATION & MEMBRANE 2300 40
2220
40 1300
40
2700
1220
40
320
2300
40
40
400
40
IN-01
FIBERGLASS INSULATION
SM-01
SOUNDBARRIER MEMBRANE
SB-01
SARKING BOARD
VR-01
VAPOUR RETARDER
BB-01
WATERPROOF BACKER BOARD
BDEK
BONDEK
CONNECTORS AB-01
ANCHORED BOLT
MA-01
MANSORY ANCHOR BOLT
PB-01
POST BASE ASSEMBLY
1220
1300
SSC-01 STAINLESS STEEL SCREW BR-01
STEEL BRACKETS
GP-01
GUSSET PLATE
PIPES DP-01
DRAINAGE PIPE
GROUP C 40
1000
W-40 W-41
LOWER GROUND FLOOR, DANCE ROOM LG.02 LOWER GROUND FLOOR, DANCE ROOM LG.02
6mm DOUBLE GLAZED SINGLE PIECE 6mm ARGON GAS GAP AL-01 BLACK POWDERCOATED ALUMINIUM FRAMING
1300 x 1300 mm W-42 W-43 W-44
LOWER GROUND FLOOR, MEETING ROOM LG.03
s3752105 s3779797
LOWER GROUND FLOOR, MEETING ROOM LG.03 LOWER GROUND FLOOR, MEETING ROOM LG.03
6mm DOUBLE GLAZED SINGLE PIECE 6mm ARGON GAS GAP AL-01 BLACK POWDERCOATED ALUMINIUM FRAMING
Subject Tutor Date
2020, Semester 02
s3783945
167
ARCH 1014 Yohan Abhayarantne 13-10-2020
17/10/2020 7:48:58 PM
2220 x 1000 mm
Alannah Jose Eu Lynn Yeo Darcy MacCuspie
TECH 04: Wide Span Structures
A704 External Window
SCALE:
As indicated
Prva ObrenovaÏka Gymnasium Miloša ObrenoviÉa 169, Obrenovac, Serbia
DETAIL LEGEND FINISHES
ROOF TOP 85
1415
85
1415
85
1415
85
1415
85
1415
85
1415
85
1415
85
1415
85
1415
85
1415
85
1415
85
1415
85
1415
85
1415
85
1415
85
1415
85
1415
85
1415
85
1415
85
1457
98
4489
FF-01
TIMBER VENEER
ST-01
STAIR TREAD OAK TIMBER FINISH
ST-02
STAIR RISER OAK TIMBER FINISH
PB-01
PLASTERBOARD
TI-01
TIMBER TILE OAK FINISH
FF-05
WATERPROOF VINYL TILING
WT-01
BLUE CERAMIC GLAZED TILE
GL-01
TREATED EXPOSED GLULAM
GL-02
STRUCTURAL GLULAM
WALL
W-03
W-04
W-05
W-06
W-07
W-08
W-09
W-10
W-11
W-12
W-13
W-14
W-15
W-16
W-17
W-18
W-19
W-20
2231
2022
2014
1948
1950
2045
2057
2367
2395
2948
2980
3335
3345
3378
3373
3133
3108
2608
2580
2221
2206
2023
2016
1949
1949
2010
2018
2210
2226
2567
2592
3015
3038
3306
3315
3394
3395
W-02
1700
85
W-01
3344
3123
3336
MINIMUM CEILING
GROUND FLOOR 0
W-01-20 GROUND FLOOR, WEST ELEVATION 6mm DOUBLE GLAZED SINGLE PIECE 6mm ARGON GAS GAP AL-01 BLOACK POWDERCOATED ALUMINIUM FRAMING
CO-01
CAST-IN-PLACE CONCRETE
DW-01
GYPSUM DRYWALL
TP-01
TOP PLATE
ST-01
STEEL SHEET PILE RETAINING WALL
BF-01
GRAVEL BACKFILL
PB-01
PLASTERBOARD
VB-01
VILLABOARD
FLOOR PW-01
PLYWOOD SUBFLOOR
FJ-01
FLOOR JOIST
RJ-01
RIM JOIST
TP-01
TRIPOWER PAD
CS-01
CONCRETE SLAB
BP-01
BASE PLATE
BB-01
BACKERBOARD
BALUSTRADE BPT-01 BIRCH POST
STEEL RAILING
SR-01
WINDOW WD-01
DOUBLE GLAZED WINDOWS
WF-01
WINDOW FRAME
INSULATION & MEMBRANE ROOF TOP 4489 98
1457
85
1415
85
1415
85
1415
85
1415
85
1415
85
1415
85
1415
85
1415
85
1415
85
1415
85
1415
85
1415
85
1415
85
1415
85
1415
85
1415
85
1415
85
1974
IN-01
FIBERGLASS INSULATION
SM-01
SOUNDBARRIER MEMBRANE
SB-01
SARKING BOARD
VR-01
VAPOUR RETARDER
BB-01
WATERPROOF BACKER BOARD
BDEK
BONDEK
CONNECTORS
W-21
W-22
W-23
W-24
W-25
W-26
W-27
W-28
W-29
W-30
W-31
W-32
W-33
W-34
W-35
W-36
W-37
W-38
969 W-39
MANSORY ANCHOR BOLT
PB-01
POST BASE ASSEMBLY
SSC-01 STAINLESS STEEL SCREW BR-01
STEEL BRACKETS
GP-01
GUSSET PLATE
PIPES DRAINAGE PIPE
GROUP C
GROUND FLOOR 0
W-21-40
ANCHORED BOLT
MA-01
DP-01
1009
1591
1621
2041
1700 2061
2288
2293
2135
2104
1604
1583
1346
1339
1370
1381
1787
1833
2492
2516
2751
2756
2753
2747
2581
2566
2222
2193
1670
1645
1394
1385
1338
1344
1667
1700
2521
MINIMUM CEILING
AB-01
Alannah Jose Eu Lynn Yeo Darcy MacCuspie
s3783945 s3752105 s3779797
GROUND FLOOR, EAST ELEVATION
Subject Tutor Date
2020, Semester 02
168
ARCH 1014 Yohan Abhayarantne 13-10-2020
17/10/2020 7:48:59 PM
6mm DOUBLE GLAZED SINGLE PIECE 6mm ARGON GAS GAP AL-01 BLACK POWDERCOATED ALUMINIUM FRAMING
TECH 04: Wide Span Structures
A801
2836 1736
1100
0
Accessible Unisex Toilet STANDS BASE
SCALE:
1 : 20
1160
-2000 950
D-23
2
Prva ObrenovaÏka Gymnasium
A802
1150mm SR-01 GRAB RAIL ACCESSIBLE UNISEX BATHROOM
1100
670
DETAIL LEGEND
10 m²
1164
3
670mm SR-01 GRAB RAIL
779mm SR-01 DROP DOWN GRAB RAIL
WC
1150mm SR-01 GRAB RAIL
569
TOILET DRAINAGE DETAIL COURT BASE
9
FF-01
TIMBER VENEER
ST-01
STAIR TREAD OAK TIMBER FINISH
ST-02
STAIR RISER OAK TIMBER FINISH
PB-01
PLASTERBOARD
TI-01
TIMBER TILE OAK FINISH
FF-05
WATERPROOF VINYL TILING
WT-01
BLUE CERAMIC GLAZED TILE
GL-01
TREATED EXPOSED GLULAM
GL-02
STRUCTURAL GLULAM
WALL
1175
38 193
38
WC
455
596
SR-01 VERTICAL GRAB RAIL
BASIN 670mm SS-01 GRAB RAIL
229
1139mm SS-01 DROP DOWN GRAB RAIL
507
BASIN
780mm SS-01 VERTICAL GRAB RAIL
687mm SS-01 VERTICAL GRAB RAIL
15838
840
803
FINISHES
38
2750
A801
-5000
1
274
4
1537 840
Miloša ObrenoviÉa 169, Obrenovac, Serbia
LG.08
33
789
670mm SR-01 GRAB RAIL
A802
CO-01
CAST-IN-PLACE CONCRETE
DW-01
GYPSUM DRYWALL
TP-01
TOP PLATE
ST-01
STEEL SHEET PILE RETAINING WALL
BF-01
GRAVEL BACKFILL
PB-01
PLASTERBOARD
VB-01
VILLABOARD
FLOOR
1
ACCESSIBLE UNISEX TOILET PLAN
2
1 : 20
ACCESSIBLE UNISEX TOILET SECTION 1 : 20
PW-01
PLYWOOD SUBFLOOR
FJ-01
FLOOR JOIST
RJ-01
RIM JOIST
TP-01
TRIPOWER PAD
CS-01
CONCRETE SLAB
BP-01
BASE PLATE
BB-01
BACKERBOARD
BALUSTRADE BPT-01 BIRCH POST SR-01
STEEL RAILING
WINDOW WT-01
WT-01
76
950
76
500
36
766
DOUBLE GLAZED WINDOWS
WF-01
WINDOW FRAME
INSULATION & MEMBRANE
D-23 38121
WD-01
83
IN-01
FIBERGLASS INSULATION
SM-01
SOUNDBARRIER MEMBRANE
SB-01
SARKING BOARD
VR-01
VAPOUR RETARDER
BB-01
WATERPROOF BACKER BOARD
BDEK
BONDEK
670
15338159
38
38
200
STEEL BRACKETS
GP-01
GUSSET PLATE
700
569
798
38
POST BASE ASSEMBLY
BR-01
DP-01
662
3
MANSORY ANCHOR BOLT
PB-01
PIPES
BASIN
COURT BASE
-5000
-5000
670mm SR-01 Grab Rail
Alannah Jose Eu Lynn Yeo Darcy MacCuspie
s3783945 s3752105 s3779797
670mm SR-01 GRAB RAIL
LG.08 ACCESSIBLE UNISEX TOILET ELEVATION 01
4
1 : 20
LG.08 ACCESSIBLE UNISEX TOILET ELEVATION 02 1 : 20 Subject Tutor Date
2020, Semester 02
DRAINAGE PIPE
GROUP C
COURT BASE
779mm SR-01 DROP DOWN GRAB RAIL 1150mm SR-01 GRAB RAIL
ANCHORED BOLT
MA-01
SSC-01 STAINLESS STEEL SCREW
SR-01 VERTICAL GRAB RAIL 1150mm SR-01 GRAB RAIL
AB-01
169
ARCH 1014 Yohan Abhayarantne 13-10-2020
17/10/2020 7:49:00 PM
320
780
1150
2108
CONNECTORS
TECH 04: Wide Span Structures
A802
136 5102
90
Accessible Unisex Toilet Details
920
2mm VR-01
0950x2032mm DOOR
SCALE:
10mm BB-01
As indicated
5mm WT-01 90mm IN-01
100mm d. FLUSH THRESHHOLD FROM TOILET
2 DEGREE SLOPE 12mm FF-05
Prva ObrenovaÏka Gymnasium
9mm VB-01 20mm TI-01
2.5mm BOND COAT 100
10
Miloša ObrenoviÉa 169, Obrenovac, Serbia
6.5mm BB-01 7 3 12
90x50mm BP-01
COURT BASE
2
-5000
DETAIL LEGEND
DRILLED AB-01
FINISHES
300mm CO-01
1
FF-01
TIMBER VENEER
ST-01
STAIR TREAD OAK TIMBER FINISH
ST-02
STAIR RISER OAK TIMBER FINISH
PB-01
PLASTERBOARD
TI-01
TIMBER TILE OAK FINISH
FF-05
WATERPROOF VINYL TILING
WT-01
BLUE CERAMIC GLAZED TILE
GL-01
TREATED EXPOSED GLULAM
GL-02
STRUCTURAL GLULAM
WALL
ACCESSIBLE TOILET DRAINAGE DETAIL 1:5
CO-01
CAST-IN-PLACE CONCRETE
DW-01
GYPSUM DRYWALL
TP-01
TOP PLATE
ST-01
STEEL SHEET PILE RETAINING WALL
BF-01
GRAVEL BACKFILL
PB-01
PLASTERBOARD
VB-01
VILLABOARD
FLOOR ADHESIVE
25mm PW-01
1 45
20mm FF-01
130
1.2mm SM-01
150
TRIPOWER PAD
CS-01
CONCRETE SLAB
BP-01
BASE PLATE
BB-01
BACKERBOARD
BPT-01 BIRCH POST SR-01
STEEL RAILING
WINDOW WD-01
DOUBLE GLAZED WINDOWS
WF-01
WINDOW FRAME
INSULATION & MEMBRANE
15mm PB-01 350
RIM JOIST
TP-01
-2000
50x150mm FJ-01
350
FLOOR JOIST
RJ-01
BALUSTRADE
90x50mm TP-01
50
PLYWOOD SUBFLOOR
FJ-01
STANDS BASE 130mm CS-01
90x50mm TP-01
PW-01
50
Drilled SB-01
IN-01
FIBERGLASS INSULATION
SM-01
SOUNDBARRIER MEMBRANE
SB-01
SARKING BOARD
VR-01
VAPOUR RETARDER
BB-01
WATERPROOF BACKER BOARD
BDEK
BONDEK
CONNECTORS
20mm TI-01
9mm VB-01
5mm WT-01
AB-01
ANCHORED BOLT
MA-01
MANSORY ANCHOR BOLT
PB-01
POST BASE ASSEMBLY
SSC-01 STAINLESS STEEL SCREW
10mm BB-01
BR-01
STEEL BRACKETS
GP-01
GUSSET PLATE
PIPES DP-01
29
2
90
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210
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DRAINAGE PIPE
GROUP C
2mm VR-01
170
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90mm IN-01
TECH 04: Wide Span Structures
A900
R 16000
GLULAM BEAMS
1 : 50
R 9000
CURVE 5
Prva Obrenova ka Gymnasium
RADIUS 16000 55 DEGREES R 4000
CURVE 1B
CURVE 3
CURVE 1C
CURVE 1A
CURVE 3B
RADIUS 9000 55 DEGREES
CURVE 1D
CURVE 1
CURVE 5B
CURVE 3C CURVE 3D
CURVE 3A
CURVE5A
55˚
CURVE 5C CURVE 5D
Milo a Obrenovi a 169, Obrenovac, Serbia
CURVE 2B
CURVE 4B
CURVE 2C
R 4000
CURVE 6B
CURVE 4C
CURVE 4A
CURVE 6A
CURVE 6D
1870
CURVE 4D
1870
1870
CURVE 2 50˚
CURVE 6C
R 16000
R 9000 CURVE 2D
CURVE 2A
RADIUS 4000 50 DEGREES
1445
55˚
1445
1445
55˚
RADIUS 4000 55 DEGREES
CURVE 4 RADIUS 9000 50 DEGREES
CURVE 6
50˚
RADIUS 16000 50 DEGREES
50˚
CURVE 5B
CURVE 1C
CURVE 5C
CURVE 5B
CURVE 3A
CURVE 1D
CURVE 1D
CURVE 1A
CURVE 5B
55 DEGREES
CURVE 3C R 9000
2000
R 16000
CURVE 1D R 4000
MINIMUM ROOF LEVEL
2500
ONE
GROUND LEVEL CURVE 5B
CURVE 5B
CURVE 1C
CURVE 3A
CURVE 1D
CURVE 5C
CURVE 3A
CURVE 3A
CURVE 3D
TWO 55 DEGREES
L CURVE 6B
CURVE 4C CURVE 6D
CURVE 4B
CURVE 2C
CURVE 6A
CURVE 2C
CURVE 2D
CURVE 4A
CURVE 2D
1 A302
K
J
CURVE 2B
CURVE 2A
THREE 50 DEGREES
ROOF TOP CURVE 3B CURVE 1D
CURVE 3B
CURVE 3C
CURVE 3A
CURVE1D
4489
CURVE 5C CURVE 5D
CURVE 1A
CURVE 3A
FOUR 55 DEGREES CURVE 3B
CURVE 5D
CURVE 5A
CURVE 5B
CURVE3C CURVE 5D
GROUP C
CURVE 5C
CURVE 5A
MINIMUM CEILING 1700
FIVE 55 DEGREES
1
Alannah Jose Eu Lynn Yeo Darcy MacCuspie
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GLULAM CONNECTION 1 : 50
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2020, Semester 02
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CURVE 5C
TECH 04: Wide Span Structures
A901
DO NOT SCALE PLANS, USE WRITTEN DIMENSIONS ONLY REFER TO DIAGRAM FOR GENERAL LAYOUT OF STRUCTURAL MEMBERS ONLY, ANY CONNECTIONS SHOULD BE CHECKED WITH DETAIL DRAWINGS AND CONFIRMED WITH THE SUPERINTENDENT AND ARHCITECT PRIOR TO CONSTRUCTION.
Roof Structure Diagram
10mm EXPOSED GLULAM CAPPING SHEET
800x300mm COMPOSITE GLULAM BEAM
SCALE:
Prva ObrenovaÏka Gymnasium Miloša ObrenoviÉa 169, Obrenovac, Serbia
400x200 COMPOSITE GLULAM BEAM
300x200mm COMPOSITE GLULAM CROSSBEAM
GROUP C GLULAM ROOF STRUCTURE 1:100
Subject Tutor Date
2020, Semester 02
172
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Alannah Jose Eu Lynn Yeo Darcy MacCuspie
TECH 04: Wide Span Structures
A902
DO NOT SCALE PLANS, USE WRITTEN DIMENSIONS ONLY REFER TO DIAGRAM FOR GENERAL LAYOUT OF STRUCTURAL MEMBERS ONLY, ANY CONNECTIONS SHOULD BE CHECKED WITH DETAIL DRAWINGS AND CONFIRMED WITH THE SUPERINTENDENT AND ARHCITECT PRIOR TO CONSTRUCTION.
Exploded Roof Structure
SCALE:
Prva ObrenovaÏka Gymnasium Miloša ObrenoviÉa 169, Obrenovac, Serbia
300mm DIRT LAYER
150mm DIA DRAINAGE PIPE
VAPOUR SHEET & WATERPROOF LINING HYBRID SHEET 90x90 GLULAM SETOFF 100mm BONDEK SUSPENDED SLAB
400x200mm COMPOSITE GLULAM BEAM
800x300mm COMPOSITE GLULAM BEAM
300x200mm COMPOSITE GLULAM BEAM
INSULATION & LIGHTING BUILDUP W/ 10mm TIMBER ACOUSTIC BOARD
800x300mm COMPOSITE GLULAM BEAM
GROUP C Alannah Jose Eu Lynn Yeo Darcy MacCuspie
ROOF BUILDUP 1:100
Subject Tutor Date
2020, Semester 02
173
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400x200mm COMPOSITE GLULAM BEAM
TECH 04: Wide Span Structures
A903 External Views
SCALE:
Prva ObrenovaÏka Gymnasium Miloša ObrenoviÉa 169, Obrenovac, Serbia
GROUP C
Subject Tutor Date
2020, Semester 02
174
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Alannah Jose Eu Lynn Yeo Darcy MacCuspie
TECH 04: Wide Span Structures
A904 External Views
SCALE:
Prva ObrenovaÏka Gymnasium Miloša ObrenoviÉa 169, Obrenovac, Serbia
GROUP C
Subject Tutor Date
2020, Semester 02
175
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Alannah Jose Eu Lynn Yeo Darcy MacCuspie
TECH 04: Wide Span Structures
A905 External View
SCALE:
Prva ObrenovaÏka Gymnasium Miloša ObrenoviÉa 169, Obrenovac, Serbia
GROUP C
Subject Tutor Date
2020, Semester 02
176
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Alannah Jose Eu Lynn Yeo Darcy MacCuspie
TECH 04: Wide Span Structures
A906 Internal Views
SCALE:
Prva ObrenovaÏka Gymnasium Miloša ObrenoviÉa 169, Obrenovac, Serbia
GROUP C
Subject Tutor Date
2020, Semester 02
177
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Alannah Jose Eu Lynn Yeo Darcy MacCuspie
TECH 04: Wide Span Structures
A907 Internal Views
SCALE:
Prva ObrenovaÏka Gymnasium Miloša ObrenoviÉa 169, Obrenovac, Serbia
GROUP C
Subject Tutor Date
2020, Semester 02
178
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Alannah Jose Eu Lynn Yeo Darcy MacCuspie
TECH 04: Wide Span Structures
SUPPORTING DOCUMENTS
2020, Semester 02
179
TECH 04: Wide Span Structures
Material Schedule WALLS, CLADDING, LININGS Material
Codes
Indicative location
Notes / description
Supplier GEELONG CONCRETE SPECIALISTS
Cast-in place concrete
CO-01
Retaining Walls
500mm
Steel sheet pile
ST-01
Retaining Walls
600 mm x 5000 mm, 10 mm thick
TI-01
Interior wall linings WA01
Blue ceramic glazed tile
JFE
Piston Camp Blue 50 x 150 mm. 7 mm Glazed Ceramic Wall Tile
STACKPANEL
WT-01
Interior wall linings toilets
Piston Camp Blue 50 x 150 mm. 7 mm Glazed Ceramic Wall Tile
IVY HILL TILE
Concrete Pattern Wall Vinyl
WV-03
Interior wall linings toilets
Telegrey Concrete 300. x 600 mm. Luxury Vinyl Tile Peel
TRAFFIC MASTER
Double brick wall
WA-04
Exterior Wall
100mm x 200mm x 100mm
LITTLE HAMPTON BRICK
Black Powdercoated Alminium
AL-01
Internal Toilets Walls
Acoustic Wall Panel
AC-01
Gym Wall Padding
2020, Semester 02
WP-01
KIRK BUILD
STACKPANEL
Interior Walls
Interior Gym Walls
Image
Gym wall padding Height: 1900mm. Thickness: 60mm.
180
SPORTEX
TECH 04: Wide Span Structures
Material Schedule FLOORS, FINISHES Material
Codes
Indicative location
FF-01
Notes / description
Supplier
Interior Flooring
Gym wall padding Height: 1900mm. Thickness: 60mm.
A&S TIMBER FLOORS
FF-02
Interior Basketball court Flooring
28000 x 15000 mm
ACTION FLOOR SYSTEMS
FF-03
Meeting room
Pile height 10.5 mm
CQ FLOORING
Ceramic tiling
FF-04
Interior Toilet Floors
Delray White 300 x 300mm Ceramic Floor and Wall Tile
ELIANE
Waterproof vinyl tiling
FF-05
Interior Toilet Floors
Iceland Spar 300 x 300 mm Luxury Vinyl Flooring
HOME DECORATORS
Concrete footings
FT-01
Footings
Modulated Loop Polypropylene carpet
2020, Semester 02
Image
GEELONG CONCRETE SPECIALISTS
181
TECH 04: Wide Span Structures
Material Schedule CEILING Material
Codes
Indicative location
PB-01
Interior room ceilings
PERMATHENE
TI-01
Gym ceiling
STACKPANEL
AC-01
Interior room ceilings: Meeting room & dance room
Codes
Indicative location
Timber glulam polished
GL-01
Structure
WOOD SOLUTIONS
Structural glulam polished
GL-02
Structure
WOOD SOLUTIONS
White Plasterboard
Acoustic ceiling panel
Notes / description
Panel dimensions: 100 x 100 mm 15mm thick
Supplier
Image
SONTEXT
ROOF STRUCTURE Material
2020, Semester 02
Notes / description
182
Supplier
Image
TECH 04: Wide Span Structures
Material Schedule INSULATION Material
Codes
Indicative location
Notes / description
Supplier
Fiberglass insulation
IN-01
DCTECH
Rigid insulation
IN-02
DCTECH
Mineral wool insulation
IN-03
DCTECH
Image
WATERPROOFING, MEMBRANE Material
Codes
Indicative location
Notes / description
Supplier
5mm
SURESEAL
Poly rubber gel
WP-01
2-PLY MOD-BIT
WP-02
Green roof
3 mm per ply
APTC
Waterproof foam backer board
WP-03
Interior Toilet Wall
Durabase XPS 810 x 1200 x 10 mm Foam Backer Board Underlayment
DURAL
Soundbarrier membrane
SM-01
Interior room ceiling
5mm
PROCTOR-
2020, Semester 02
183
Image
TECH 04: Wide Span Structures
Material Schedule DOORS Material
Codes
Teak Timber Frame
TF-01
Aluminium Frame
AF-01
Teak Timber HMR Board
Indicative location
Notes / description
Supplier
25mm thick frame
APS Joinery
Lower Ground Floor
25mm thick frame
APS Joinery
TB-01
Lower Ground Floor
35mm thick
Feature Doors
PVC Board
PV-01
Lower Ground Toilet Cubicle
12mm toilet cubicle door wooden grain
Jialifu
Matte Black Handles with Hinge
HD-01
Doors
Stainless steel
HD-02
Doors
2020, Semester 02
Image
KWIKSET
Stainless steel toilet cubicle door handle
184
INNOVATIVE ALUMINIUM
TECH 04: Wide Span Structures
Material Schedule STAIRS, BALUSTRADES Codes
Indicative location
Notes / description
ST-01
Stairs
300 mm x 5000 mm x 20 mm
JUSTECO
ST-02
Stairs
10 mm x 5000 mm x 10 mm
JUSTECO
Steel post
SP-01
Stairs
Birch railing
BR-01
Stairs
30 mm radius
Codes
Indicative location
Notes / description
Supplier
LED tube lighting
LI-01
Interior ceiling
Refer to Lower Level Floor RCP (A110) and Ground Floor RCP (A111) for layout
LEDLIGHTING
LED Panel
LI-02
Interior ceiling
Refer to Lower Level Floor RCP (A110) and Ground Floor RCP (A111) for layout
LEDLIGHTING
LED Circular downlight
LI-03
Interior ceiling
Refer to Lower Level Floor RCP (A110) and Ground Floor RCP (A111) for layout
LEDLIGHTING
Material
30 mm radius, 900mm high
Supplier
Image
MELBOURNE STAINLESS STEEL
JUSTECO
LIGHTING FIXTURES Material
2020, Semester 02
185
Image
TECH 04: Wide Span Structures
Material Schedule DETAILS Material
White paint
Drainage Pipe
Bondek steel
Tripower Pad
2020, Semester 02
Codes
Indicative location
Notes / description
Supplier
BF-01
Retaining Walls
2440 x 136 x 8mm
EARTHLIFT
Painted over the double brick walls
DULUX
P-01
Interior Walls
GT-01
Foundation
DP-01
Drainage
BD-01
TP-01
PERMATHENE
200mm d. Drainage pipe
Roof
Basketball Flooring
Image
LCL Plumbing
FORMWORK SOLUTIONS
19mm TriPower two-stage resilient pad
186
AACER FLOORING
TECH 04: Wide Span Structures
Not Applicable
Assessment Comments
Does not Comply
Description
Capable of Compliance
Title
Complies
Item
BCA Report
BCA: Building Code of Australia 2019 SECTION A - General Provisions A1.1
Effective Height
-
A2.1
Suitibility of Materials
Every part of a building must be constructed in an appropriate manner using materials that are fit for the purpose for which they are intended.
A3.2
Classification
Building Class
The building has an effective height of less than 12m The builder is responsible to adopt and install appropriate proprietary accredited building products and is to ensure that those products/assemblies are fit for the purpose they are intended and are installed in accordance with the manufacturer’s specifications/ requirements for that system. The classification for the proposed development in Class 9b (buildingswhere people assemble for social, political, theatrical, religious or civic purposes) SECTION B - Structure
B1.1
Resistance to Actions
B1.2
Determination of Individual Action
B1.4
Determination of Structural resistance
B1.5
Strucutural Software
Part B
Structure and Importance Level
2020, Semester 02
The resistance of the building must be greater than the most critical action effect resulting from different combinations of actions The magnitude of individual actions must be determined in accordance with Clause B1.2 of the BCA. The structural resistance of materials and forms of construction must be determined in accordance with the relevant Australian Standards in accordance with Clause B1.4 of the BCA. Structural software used in computer aided design of a building or structure that uses design criteria based on DTS provisions of the BCA must comply with the ABCB Protocol for Structural Software. Importance Level: 3 (Major Structures) Consequences of Failure: High
Requires certification from a qualified structural engineer provided at Construction
Requires certification from a qualified structural engineer provided at Construction
Requires certification from a qualified structural engineer provided at Construction
Autodesk Revit complies with these standards
Requires certification from a qualified structural engineer provided at Construction
187
TECH 04: Wide Span Structures
Not Applicable
Does not Comply
Assessment Comments
Capable of Compliance
Description
Complies
Item
Title
SECTION C - Fire Resitance The type of fire resisting construction applicable is Type A construction. Type of Construction Required
Fire resisting construction type
C1.2
Calculation of Rise in Storey
Rise in storeys is a defined BCA term addressing the number of main building levels excluding basements
C1.3
Building of Multiple Classifications
-
C1.4
Mixed types of Construction
C1.5
Two storey, Class 2, 3 or 9C buildings
C1.6
Class 4 parts of buildings
C1.7
Open stands and indoor sports stadiums
C1.8
Lightweight construction
C1.10
Fire hazard properties
C1.11
Performance of external walls in fire
C2.2
General floor area & volume limitations
C2.3
Large isolated buildings
C1.1
2020, Semester 02
Mixed types of construction must comply with this clause. Complying with Specification E1.5 and complies with the maximum compartment size specified in Table C2.2 for Type C construction The minimum Type of fire-resisting construction of a building must be determined in accordance with Table C1.1 Type C construction and need not comply with the other provisions if it contains not more than 1 tier of seating, is of non-combustible construction, and has only changing rooms, sanitary facilities or the like below the tiered seating. Constructed in accordance with the Deemed-to-Satisfy Provisions of Section B to resist the appropriate pressures and impacts defined in this Specification. Requirements in relation to the fire hazard properties in same page of linings, materials and assemblies in Class 2 to 9 buildings This Specification contains measures to minimise, in the event of fire, the likelihood of external walls covered by Clause 2 collapsing outwards as complete panels and the likelihood of panels separating from supporting members. This Clause provides guidance of the general foor area and volume of the BCA The size of a fire compartment in a building may exceed that specified in Table C2.2
Architectural details are in compliance with this Clause and Specification C1.1. The rise in storeys in one (1). Not applicable Not applicable
Not applicable
Not applicable
Appear to comply. Details will be required prior to the issue of the Construction Certificate.
Not applicable
Details will be required prior to the issue of the Construction Certificate. A performace solution should be sought from a fire engineer.
Details will be required prior to the issue of the Construction Certificate. A performace solution should be sought from a fire engineer.
Appears to comply Not applicable 188
TECH 04: Wide Span Structures
C2.5 C2.6 C2.7 C2.8
C2.9
C2.10 C2.11
This Clause provides guidance of the requirements for the open space and vehicular access of the BCA This Clause provides guidance of class Class 9a and 9c buildings 9a and 9v buildings of the BCA This Clause provides guidance on the Vertical separations of vertical separations of openings in openings in external walls external walls. This Clause provides guidance on the Separations by firewalls construction of fire walls. each building element in that storey Separations of classifications must have the higher FRL prescribed in in the same storey Specification C1.1 If parts of different classification are situated Separation of classifications one above the other in adjoining storeys they in different storeys must be separated The lift shaft is required to be fire Separations of life shafts separated in accordance with Type A construction. Requirements for open space and vehicular access
Stairway and lifts in one shaft
C2.12
Separation of equipment
C2.13
Electricity supply system
C2.14
C3.2
C3.3
C3.4
C3.5
Not Applicable
Does not Comply
Not applicable Not a Class 9a or 9c building Not applicable Details will be required prior to the issue of the Construction Certificate. Details will be required prior to the issue of the Construction Certificate.
Details will be required prior to the issue of the Construction Certificate.
Details will be required prior to the issue of the Construction Certificate. The lift and stairway appear to be in different shafts
Any lift motors and lift control panels; or emergency generators used to sustain emergency equipment will need to be separated from the rest of the building. The electrical MSB room is to be enclosed construction.
In a Class 2 or 3 building, a public corridor, if more than 40 m in length, must be divided at Public corridors in Class 2 & 3 intervals of not more than 40 m with smokebuilding proof walls complying with Clause 2 of Specification C2.5 Protected in accordance with C3.4 and if Protection of openings in wall-wetting sprinklers are used, they are external walls located externally Separations of external walls These opening are required to be protected and associated openings in in accordance with C3.4. different fire compartments Where protection is required, doorways, Acceptable methods of windows and other openings must be protection protected A fire door on one side and a fire shutter on Doorways in fire walls the other side of the doorway, each of which complies with (i)
2020, Semester 02
Assessment Comments
Capable of Compliance
Description
Complies
Item C2.4
Title
Details will be required prior to the issue of the Construction Certificate. Appears to comply, separated and located within the storage unit, inside an electrical compliance cupboard. Details will be required prior to the issue of the Construction Certificate.
No corridor over 40m in length.
Not applicable.
Not applicable.
The clause gives guidance on acceptable methods of protection.
Doorway in the fire walls to comply with this clause. 189
TECH 04: Wide Span Structures
-
No sliding fire doors at this stage of design. Not applicable.
C3.7
Protection of doorways in horizontal exits
-
Not applicable.
C3.8
Openings in fire isolated exits
C3.9 C3.10 C3.11 C3.12
Service penetrations in fire isolated exits Openings in fire isolated lift shafts Bounding Construction : Class 2, 3, and 4 buildings Openings in floors and ceilings for services
C3.13
Openings in shafts
C3.15
Openings for service installation
C3.16
Contruction Joints
C3.17
Columns protected with lightweight construction to achieve an FRL
Lift doors required to have FRL of -/60/Bounding construction to the SOU will be required to be appropriately protected. Openings in floors and ceilingswill be required to be appropriately protected. Openings in shafts will be required to be appropriately protected. This Specification prescribes materials and methods of installation for services that penetrate walls, floors and ceilings required to have an FRL Construction joints, spaces and the like in and between building elements required to be fire-resisting with respect to integrity and insulation must be protected in a manner identical with a prototype tested in accordance with AS 1530.4 to achieve the required FRL A column protected by lightweight construction to achieve an FRL which passes through a building element that is required to have an FRL or a resistance to the incipient spread of fire, must be installed using a method and materials identical with a prototype assembly of the construction which has achieved the required FRL or resistance to the incipient spread of fire
Not Applicable
Sliding fire doors
Does not Comply
C3.6
Doors on the fire isolated exits are required to have a FRL -/60/30. Any service penetrations must be limited to services indicated in this Clause.
Assessment Comments
Capable of Compliance
Description
Complies
Item
Title
Details will be required prior to the issue of the Construction Certificate. These will be inspected to confirm compliance. Clause gives guidance on acceptable openings in fire isolated lift shafts. Details will be required prior to the issue of the Construction Certificate. Not a Class 2, 3, or 4 building. Not applicable. No openings in floors and ceilings. Not applicable. These will be inspected to confirm compliance These Clause provides guidance on how service instaltion should be sealed. These will be inspected during works. These wil be inspected to confirm compliance.
Construction joints are to show compliance with this Clause. These wil be inspected to confirm compliance.
This clause gives guidance on lightweight construction to protect columns requiring FRL
Section D - Access & Egress
2020, Semester 02
190
TECH 04: Wide Span Structures
D1.3
D1.4 D1.5 D1.6
In a Class 9b building used as an entertainment venue, at least half of the required number of exits from each storey or mezzanine, and at least half of the aggregate Number of exits required width of such exits must discharge otherwise than through the main entrance, or the area immediately adjacent to the main entrance of the building. For the purposes of the Deemed-toSatisfy Provisions, the number of persons When fire isolated exits are accommodated in a storey, room or required mezzanine must be determined with consideration to the purpose for which it is used and the layout of the floor area The exit travel distances must comply in Exit travel distances accordance of the specifications of D1.4e-f of the BCA. Distance between alternative Exits that are required as alternative means exits of egress Dimensions of exits and In a Open link in same pagerequired exit or paths of travel to exits path of travel to an exit The exit must be pressurised in accordance with AS 1668.1.
Not more than 2 consecutive storeys and one extra storey of any classification. Not applicable.
27.5m from Lower Ground to Ground floor exit in lieu of 40m 8m from Base Stands to Ground floor exit in lieu of 20m 19m between each exit on the Ground floor in lieu of 60m Complies Dimensions of exits are shown as 1m or more. Complies No enclosed fire-isolated stairway. The openings can be protected in accordance the C3.4 or A performace solution should be sought from a fire engineer. No external stairs in lieu of fire-isolated exits proposed. Not applicable
Travel via fire-isolated exits
D1.8
External stairs or ramps in lieu of fire-isolated exits
D1.9
Travel via non-fire-isolated
D1.10
Discharge from exits
D1.11
Non required stairways, ramps or escalators
-
No non-requires stairs. Not applicable.
D1.12
Non required stairways, ramps, or escalators
An escalator, moving walkway or nonrequired non fire-isolated stairway or pedestrian ramp
No non-requires stairs. Not applicable.
2020, Semester 02
Not Applicable
Two exits provided from ground level. Only one exit is provided from the Lower Ground. Two exits are required as the rise in level is over 1.5m. A performace solution should be sought from a fire engineer.
D1.7
Measured in accordance with Clause 2.1 of Specification C1.1 of the BCA A non-fire-isolated stairway or non-fireisolated ramp serving as a required exit must provide a continuous means of travel by its own flights and landings from every storey served to the level at which egress to a road or open space is provided Class 9b building which is an open spectator stand that accommodates more than 500 persons, a required stairway or required ramp must not discharge to the ground in front of the stand.
Does not Comply
Assessment Comments
Capable of Compliance
Description
Complies
Item D1.2
Title
No enclosed stairway present.
The exits appear not to be blocked.
191
TECH 04: Wide Span Structures
D1.14
Method of distances
The nearest part of an exit
D1.15 D1.16 D1.17
D2.2
D2.3
D2.4
This clause provides guidance on the application of the BCA Plant rooms and lift machine This clause provides guidance on the rooms application of the BCA No part of the lift car or platform must Access to lift pits encroach on the pit doorway entrance when the car is on a fully compressed buffer. A stairway or ramp (including any landings) that is required to be within a fire-resisting shaft must be constructed— Fire isolated stairways & (a) of non-combustible materials; and ramps (b) so that if there is local failure it will not cause structural damage to, or impair the fire-resistance of, the shaft. In a building having a rise in storeys of more than 2, required stairs and ramps (including landings and any supporting building Non-fire isolated stairs and ramps elements) which are not required to be within a fire-resisting shaft, must be constructed according to D2.2 If a stairway serving as an exit is required to Seperation of rising and be fire-isolated in accordance to Clause 2 of descending stair flights Specification C2.5. Method of measurement
Open access ramps and balconies
D2.5
D2.6
D2.7
D2.8
Where an open access ramp or balcony is provided to meet the smoke hazard management requirements of Table E2.2a
The smoke lobby requirement must be Smoke lobbies determined in accordance with Clause 3 of specification C3.4 of the BCA. Electrical / communication cupboards are to be enclosed by non- combustible Installation in exits and paths constuction or a fire-protective covering of travel with doorways or openings suitably sealed against smoke spreading from the enclosure. Enclosure of space under This clause provides guidance on the stair application of the BCA
2020, Semester 02
Not Applicable
Number of pesons accommodated
Does not Comply
D1.13
For the purposes of the Deemed-toSatisfy Provisions, the number of persons accommodated in a storey, room or mezzanine must be determined with consideration to the purpose for which it is used and the layout of the floor area.
Assessment Comments
Capable of Compliance
Description
Complies
Item
Title
Requirement for gymnasium : 3 m² per person Dance room : 0.5 m² per person General classroom / meeting room : 2m² per person Spectator stand : 0.3m² per person This clause provides guidance on the application of the NCC. This clause provides guidance on the application of the NCC. No plant rooms present. Not applicable. No blockage, clear path to lift.
Fire isolated stairs are to be constructed in accordance with this Clause.
A performace solution should be sought from a fire engineer.
Has a direct connection between a flight rising from the basement and a flight descending from a storey above that level. Has open access ramps and balconies. Roof top, is open air. have a total unobstructed area not less than the floor area of the ramp or balcony. not be enclosed on its open sides above a height of 1 m except by an open grille or the like having a free air space of not less than 75% of its area. No smoke lobbies required. Not applicable.
Space underneath stair is enclosed. 192
TECH 04: Wide Span Structures
D2.9
Width of stairway
D2.10
Pedestrian ramps
D2.11
Fire isolated passageways
D2.12
D2.13
Roof as open space
Goings and risers
D2.14
Landings
D2.15
Thresholds
D2.16
Barriers to prevent falls
D2.17
Handrails
D2.18
Fixed platforms and walkways
D2.19
Doorways and doors
2020, Semester 02
A required stairway or ramp that exceeds 2 m in width is counted as having a width of only 2 m unless it is divided by a handrail or barrier continuous between landings and each division has a width of not more than 2 m. The ramp requirement must be determined in accordance with AS 1428.1 of the BCA. The enclosing construction of a fire-isolated passageway must have an FRL when tested for a fire outside the passageway in another part of the building not less than 60/60/60 If an exit discharges to a roof of a building, the roof must have an FRL of not less than 120/120/120 and not have any roof lights or other openings within 3 m of the path of travel of persons using the exit to reach a road or open space. The going and risers must be determined in accordance with D2.13 of the BCA. The landings must be determined in accordance with D2.14 of the BCA. This clause gives guidance on the only area a threshold can be incorporated at a doorway. Barriers to balconies and stair landings are to be designed and installed in accordance with this clause. Handrails are required to comply with ths clause. Reference should also be made to AS1428.1 have one handrail fixed at a height of not less than 865 mm have a second handrail fixed at a height between 665 mm and 750 mm A fixed platform, walkway, stairway, ladder and any going and riser, landing, handrail or barrier attached thereto may comply with AS 1657 The doorways and doors must be determined in accordance with D2.19 of the BCA.
Not Applicable
Does not Comply
Assessment Comments
Capable of Compliance
Description
Complies
Item
Title
5m wide. Not applicable.
No ramps. Not applicable. This clause gives guidance on the construction of fire-isolated passageways. Not applicable.
No roof lights or other openings within 3m of the path oftravel of persons using the exit to reach a road or open space. Details will be required prior to issue of the Construction Certificate. Riser: 146mm in lieu of, 115-190mm Going: 275mm in lieu of, 240-355mm Per flight : 5 risers in lieu of 18 risers max per flight
4m x 5m straight direction in lieu of 2m x 0.6m straight direction Does not incorporate a step or ramp at any point closer to the doorway than the width of the door leaf. Details will be required prior to issue of the construction certificate. Barrier heights of stairs and balconies are at 900mm & 1000mm. Details will be required prior to issue of the construction certificate.
Several handrails of different heights present. Top handrail at 900mm in lieu of 865mm minimum. Second handrail at a height of 687mm in lieu of height between 665mm and 750mm. Details will be required prior to issue of the construction certificate.
No instances where this occurs. Not applicable.
All required exit doors are swing doors. 193
TECH 04: Wide Span Structures
D2.20
Swinging doors
D2.21
Operation of latch
D2.22
Re-entry from fire-isolated exits
D2.23
Signs on doors
D2.24
Protection of openable windows
D3.1
General building access requirements
D3.2
General building access requirements
D3.3 D3.4 D3.5 D3.6 D3.7 D3.8 D3.9
The doorways and doors must be determined in accordance with D2.20 of the BCA. Details of floor hardware to required exit doors or door forming part of required exits are to show compliance with the operation of latch requirements.
Not Applicable
Does not Comply
Assessment Comments
Capable of Compliance
Description
Complies
Item
Title
All required exit doors swing in direction of egress.
Compliance to be reviewed at completion stage. Effective height of building is less than 25m Not applicable.
This claus gives guidance on required signage for exit doors. Where the lowest level of tje window opening is less than 1.7m above the floor, the openable portion of the window must be protected. Lift access is provided to all floors with general accessibility provided to sole occupancy units. Accessway are to be designed to AS1428.1
This clause gives guidance on some of the general access requirements under the provisions of the BCA and AS 1428.1-2009 This clause provides gidance on when Exemptions exemptions can be applied. 1 space for every 50 carparking spacesor Car Parking part thereof. Identification of accessible Signage will be required to identify any facilities, services and accessible and amulant sanitary facilities and features exit doors required by E4.5 This is required if an inbuilt amplification Hearing augmentation system is used. Tactile indicators are required to the non-fire Tactile indicators isolated stairs Where fixed seating is provided in a Class Wheelchair spaces in a class 9b assembly building, wheelchair seating 9b assembly building spaces complying with AS 1428.1 Parts of the building to be accessible
D3.10
Swimming pools
-
D3.11
Ramps
A series of connected ramps must not have a combined vertical rise of more than 3.6 m
Compliance to be reviewed at completion stage. Openable windows are above 1.7m Details will be required prior to issue of the Construction Certificate. Two accessible unit provided. Details will be required prior to issue of the Construction Certificate. The building appears to comply. Details will be required prior to issue of the Construction Certificate. Not applicable. Not applicable. Compliance to be reviewed at completion stage. Not applicable. Not applicable. Not less than 1 single space; and; not less than 1 group of 2 spaces; and Not more than 5 spaces in any other group. No swimming pools. Not applicable. No ramps. Section E - Services & Equipment
E1.3 2020, Semester 02
Fire hydrants
Installed in accordance with AS 2419.1
No fire hydrants. Not applicable 194
TECH 04: Wide Span Structures
Not Applicable
This clause provides guidance on the application of the BCA
Does not Comply
Sound systems and intercom systems for emergency purposes
Assessment Comments
Capable of Compliance
Description
Complies
Item E4.9
Title
Building is less than 25m therefore not required. Section F - Health & Amenity
F1.1
Facilities in residential buildings
F2.2
Calculation of the number of occupants and facilities Facilities in Class 3-9 buildings Facilities for people with disabilities Construction of sanitary compartments Interpretation; urinals and washbasins Height of rooms and other spaces
F2.3 F2.4 F2.5 F2.6 F3.1 F4.1
Provision of natural light
F4.2
Methods and extent of natural lighting
F4.3
Natural light borrowed from adjoining room
F4.4
Artificial lighting
F4.5
Ventilation of rooms
F4.6
Natural ventilation
F4.7
Ventilation borrowed from adjoining rooms
F4.8
Restriction on position of water closets and urinals
2020, Semester 02
This clause provides a guidance on the calculation of the number of occupants and facilities. The building must be provided facilities complying with specification F2.3i Must comply in accordance with specification AS 1428.1 This clause provides guidance on the application of the BCA This clause provides guidance on the application of the BCA The building must be provided facilities complying with specification F3.1d This clause provides guidance on the application of the BCA This clause provides guidance on the achieving natural light requirements With reference to F4.2 above and general notes on the plans, it is acknowledged that provision for borrowed light to study / media areas from adjacent rooms are to comply with BCA clause F4.3 by the use of high level windows. The artificial lighting system to comply with AS1680.0. Natural ventilation complying with F4.6. Mechanical ventilation or air-conditioning system complying with AS 1668.2 Where natural ventiltion is proposed this should comply with the requirements of this clause. In any instances where this occurs details to show compliance with this clause will be required This clause provides guidance on the application of the BCA
Not a residential building. Not applicable. Not applicable. Unisex toilet, assessible toilet, and separated gender toilets available. Appears to comply. Disabled toilet and accessible lift available. Appears to comply Appears to comply. These will be inspected to confirm compliance. Appears to comply. Appears to comply. Appears to comply. Natural light appears to be provided to all habitable rooms. Windows existing from roof top penetrates through and into the gym. Appears to comply. Natural light appears to be provided to all habitable rooms. Windows existing from roof top penetrates through and into the gym and into the windows of internal rooms. Appears to comply.
Details will be required prior to issue of the Construction Certificate. Vents, hydronic trench coling & heating systems, and operable windows available. Appears to comply. Details will be required prior to issue of the Construction Certificate. Details will be required prior to issue of the Construction Certificate. Operable windows available at internal rooms. Appears to comply. Details will be required prior to issue of the Construction Certificate. No instances where this occurs. 195
TECH 04: Wide Span Structures
F4.9
Airlocks
F4.11
Car parks
F4.12
Kitchen local exhaust ventilation
F5.2
Determination of airborne sound insulation ratings
F5.5
Sound insulation ratings of walls
F5.6
Sound insulation rating of services
F5.7
Sound insulation of pumps
2020, Semester 02
This clause provides guidance on the application of the BCA Natural ventilation to AS1668.4 Mechanical ventilation to AS1668.2 A commercial kitchen must be provided with a kitchen exhaust hood complying with AS/ NZS 1668.1 and AS 1668.2 This clause provides guidance on determination of airborne sound insulation ratings. This clause provides guidance on the requirements of the sound insulation rating of floors to be achieved. Services passing through more than one sole occupancy unit must be separated by construction with a Rw + Ctr. This clause provides guidance on the requirements on flexible coupling connections.
Not Applicable
Does not Comply
Assessment Comments
Capable of Compliance
Description
Complies
Item
Title
Mechanical exhaust ventilation available. Not applicable No kitchen. Not applicable. Details will be required prior to issue of the Construction Certificate.
Details will be required prior to issue of the Construction Certificate.
Details will be required prior to issue of the Construction Certificate.
Details will be required prior to issue of the Construction Certificate.
196
TECH 04: Wide Span Structures