architecture graduate

37
Learning Listening Interpreng Eding Capturing Exploring INTERESTS COMMUNITY Adobe Creave Suite Autodesk - AutoCAD Trimble - Sketchup ChaosGroup Microstaon - V8i Microsoſt - Excel ArchiCad (Basic) Revit - (Basic) Presentaon Eye for detail. Lateral Thinking Self iniated. Systemac Thorough. PROFICIENCIES PUBLICATIONS Co-ordinaon & interpersonal skills to manage a project team of designers to resolve complex building issues. Technical ability to plan develop & execute projects from from concept to delivery. Technical ability to enhance design communicaon through photo realisc 3D visualisaon. Proven ability to Mentor 2 x work experience staff Strategic lateral thinker with the ability to grasp big Speedpanel - Cyclonic wall systems (2016) Speedpanel - Green Informaon (2016) Speedpanel - Install Guide (2015) Speedpanel - Mul-residenal Guide (2016 Speedpanel - Industrial Guide (2016) Australian Instute of Quanty Surveyors - 19513 Australian Instute of Architects - SONA - 63057 Creator of ‘Deakin Architecture Student Group’ 1000+ Facebook Members SKILLS ONLINE CONTACT MEMBERSHIPS South Yarra, Victoria 3141 [email protected] 0425-700-408 www.behance.net/RRadke au.linkedin.com/in/ryanradke Bachelor of Construcon Management Deakin university 2009 - 2016 Bachelor of Architecture Deakin University 2009 - 2016 Building Design & Technology Victoria University (Adv Dip) 2007 - 2009 EDUCATION WORK EXPERIENCE ARCHITECTURAL DRAFTSMAN & MARKETING , Speedpanel, Bayswater SEPTEMBER 2013 - present - Co-developed & designed engineered wall soluons for Tier-1 commercial & high rise projects - Assisted in the construcon management & architectural drawing of a new manufacturing facility - Managed successful project documentaon within a team of mul-diciplined designers - Planned, designed & executed markeng material published for online & large format print - Produced photorealisc architectural visualisaon to assist complex project detailing ARCHITECTURAL DRAFTSMAN, SPEEDPANEL, KILSYTH OCTOBER 2012 - SEPTEMBER 2013 - Assisng research into high performance acousc & fire rated systems for various building uses. - Ideaon & implementaon of an online .DWG/.DXF database for technical products & wall systems - 3D visualisaon for company website update - Maintained a working relaonship with other professionals such as Civil/Fire/Structural engineers - aended design meengs & site visits TECHNICAL DRAFTSMAN, FIRE SAFE BUILDINGS, MELBOURNE OCTOBER 2011 - MARCH 2012 - 2013 - Assisted fire engineers & consultants to provide alternave fire performance designs - Project tasks included site take offs, scale drawing & proffesional report wring. GRAPHIC DESIGNER (work experience), DENTSU AEGIS NETWORK, STH MELBOURNE OCTOBER - september 2012 -Ulised skills in Indesign & photoshop to create media recommendaon documents on a voluntary basis -Assisted the media team with outdoor adversing mock ups for a presentaon to Walt Disney Studios With the tools of my educaon & the spirit of my imaginaon, my ulmate objecve is to combine these resources to posively influence anything or anyone whom comes into contact with an output of a decision i was priveleged to make. Be it small or large, every decision I am able to make should have the weight of this within it. OBJECTIVE SEEKING ARCHITECTURAL GRADUATE ROLE RYAN RADKE

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LearningListeningInterpreting

EditingCapturingExploring

I N T E R E S T S

C O M M U N I T Y

• Adobe Creative Suite• Autodesk - AutoCAD• Trimble - Sketchup • ChaosGroup• Microstation - V8i• Microsoft - Excel• ArchiCad (Basic)• Revit - (Basic)

• Presentation• Eye for detail.• Lateral Thinking• Self initiated.• Systematic• Thorough.

P R O F I C I E N C I E S

P U B L I C AT I O N S

• Co-ordination & interpersonal skills to manage a project team of designers to resolve complex building issues.

• Technical ability to plan develop & execute projects from from concept to delivery.

• Technical ability to enhance design communication through photo realistic 3D visualisation.

• Proven ability to Mentor 2 x work experience staff• Strategic lateral thinker with the ability to grasp big

• Speedpanel - Cyclonic wall systems (2016)• Speedpanel - Green Information (2016)• Speedpanel - Install Guide (2015)• Speedpanel - Multi-residential Guide (2016• Speedpanel - Industrial Guide (2016)

• Australian Institute of Quantity Surveyors - 19513• Australian Institute of Architects - SONA - 63057

• Creator of ‘Deakin Architecture Student Group’• 1000+ Facebook Members

S K I L L S

O N L I N E

C O N TA C T

M E M B E R S H I P S

South Yarra, Victoria 3141 [email protected] 0425-700-408

www.behance.net/RRadkeau.linkedin.com/in/ryanradke

Bachelor of Construction Management

Deakin university2009 - 2016

Bachelor ofArchitecture

Deakin University2009 - 2016

Building Design & TechnologyVictoria University (Adv Dip)

2007 - 2009

E D U C AT I O N

W O R K E X P E R I E N C E

ARCHITECTURAL DRAFTSMAN & MARKETING , Speedpanel, Bayswater SEPTEMBER 2013 - present- Co-developed & designed engineered wall solutions for Tier-1 commercial & high rise projects- Assisted in the construction management & architectural drawing of a new manufacturing facility- Managed successful project documentation within a team of multi-diciplined designers - Planned, designed & executed marketing material published for online & large format print - Produced photorealistic architectural visualisation to assist complex project detailing

ARCHITECTURAL DRAFTSMAN, SPEEDPANEL, KILSYTH OCTOBER 2012 - SEPTEMBER 2013- Assisting research into high performance acoustic & fire rated systems for various building uses. - Ideation & implementation of an online .DWG/.DXF database for technical products & wall systems- 3D visualisation for company website update- Maintained a working relationship with other professionals such as Civil/Fire/Structural engineers- attended design meetings & site visits

TECHNICAL DRAFTSMAN, FIRE SAFE BUILDINGS, MELBOURNE OCTOBER 2011 - MARCH 2012 - 2013 - Assisted fire engineers & consultants to provide alternative fire performance designs- Project tasks included site take offs, scale drawing & proffesional report writing.

GRAPHIC DESIGNER (work experience), DENTSU AEGIS NETWORK, STH MELBOURNE OCTOBER - september 2012-Utilised skills in Indesign & photoshop to create media recommendation documents on a voluntary

basis-Assisted the media team with outdoor advertising mock ups for a presentation to Walt Disney Studios

With the tools of my education & the spirit of my imagination, my ultimate objective is to combine these resources to positively influence anything or anyone whom comes into contact with an output of a decision i was priveleged to make. Be it small or large, every decision I am able to make should have the weight of this within it.

O B J E C T I V E

S E E K I N G A R C H I T E C T U R A L G R A D U A T E R O L E

R Y A N R A D K E

MORE AT: www.behance.net/RRadke

D R A W I N GR Y A N R A D K E

MORE AT: www.behance.net/RRadke

A R C H I T E C T U R A LR Y A N R A D K E

MORE AT: www.behance.net/RRadke

A R C H I T E C T U R A LR Y A N R A D K E

MORE AT: www.behance.net/RRadke

A R C H I T E C T U R A LR Y A N R A D K E

MORE AT: www.behance.net/RRadke

A R C H I T E C T U R A LR Y A N R A D K E

MORE AT: www.behance.net/RRadke

A R C H I T E C T U R A LR Y A N R A D K E

MORE AT: www.behance.net/RRadke

A R C H I T E C T U R A LR Y A N R A D K E

MORE AT: www.behance.net/RRadke

A R C H I T E C T U R A LR Y A N R A D K E

MORE AT: www.behance.net/RRadke

A R C H I T E C T U R A LR Y A N R A D K E

MORE AT: www.behance.net/RRadke

A R C H I T E C T U R A LR Y A N R A D K E

MORE AT: www.behance.net/RRadke

A R C H I T E C T U R A LR Y A N R A D K E

MORE AT: www.behance.net/RRadke

A R C H I T E C T U R A LR Y A N R A D K E

MORE AT: www.behance.net/RRadke

A R C H I T E C T U R A LR Y A N R A D K E

MORE AT: www.behance.net/RRadke

A R C H I T E C T U R A LR Y A N R A D K E

29/10/1471 Issued for HYLC review2 Issued for HYLC review3 Issued for HYLC review4 Issued for HYLC review

10/12/13

13/12/13

19/12/13

24/01/14

5 Approved for review 07/02/14

6 Approved for review 12/03/14

7 For review 29/10/14

DV

Posts to be able to slide apart, and laterally support the horizontally

installed panels in between posts.

Fixing Plates for the posts to be designed to be hiddenin line with the wall out of a 10mm thick x 75mm long

plate spanning 100mm past the post edge.

Fixing Plates for the posts to be designed to behidden in line with the wall out of a 10mm thick x75mm long plate spanning 100mm past the postedge.

**- For use on Level 1 ONLY and in various locations as applicable.- Max Total Height: 4250mm- Max Ceiling Height: 3000mm- Loadings: 2.0kPa- Posts at 2.0m centres- Deflection: 12mm max for L/250- Post protection method as per details

*** SHS lengths to vary to suit application

Post Section View - 2.0kPa

See Bracing DetailS051a - AR-10-A-200-2004S051a - AR-10-A-200-2009

400m

m m

in.

65 x 65 x 5mm SHS

75 x 75 x 3.5mm SHS

1000mm min

1000mm

45°

* Not for use with Roller door post.75m

m m

in.

****This Detail occurs; On Level 1 ONLY and In various locations as applicable.***** Orientation of brace on wall, to either corridor or room side does not affect fire protection.

* NOTES:

****** Refer to dwg 2036 for Fire rating information of bracing eg: the fire rated junction between bracing and post

Posts to be able to slide apart, and laterally support the horizontally

installed panels in between posts.

Fixing Plates for the posts to be designed to be hiddenin line with the wall out of a 10mm thick x 75mm long

plate spanning 100mm past the post edge.

Fixing Plates for the posts to be designed to behidden in line with the wall out of a 10mm thick x75mm long plate spanning 100mm past the postedge.

**- For use on Level 1 ONLY and in various locations as applicable.- Max Total Height: 4250mm- Max Ceiling Height: 3000mm- Loadings: 2.0kPa- Posts at 2.0m centres- Deflection: 12mm max for L/250- Post protection method as per details

*** SHS lengths to vary to suit application

Post Section View - 2.0kPa

See Bracing DetailS051a - AR-10-A-200-2004S051a - AR-10-A-200-2009

400m

m m

in.

65 x 65 x 5mm SHS

75 x 75 x 3.5mm SHS

1000mm min

1000mm

45°

* Not for use with Roller door post.75m

m m

in.

****This Detail occurs; On Level 1 ONLY and In various locations as applicable.***** Orientation of brace on wall, to either corridor or room side does not affect fire protection.

* NOTES:

****** Refer to dwg 2036 for Fire rating information of bracing eg: the fire rated junction between bracing and post

*M12 Hilti HSL-3 Bolt

40 x 40 x 3mm SHS

75 x 75 x 3.5mm SHS

65 x 65 x 5mm SHS

Bracing Detail - Option 1

75m

m m

in

Brace fixed to postSee Plate Detail A

8mm plate

*M12 Hilti HSL-3 Bolt

* M12 HSL-3 bolt or equivalent is satisfactory if direct fire influence is not present -for HILTI tech data for seismic compliance. see drawings;S051a - AR-10-A-200-2030S051a - AR-10-A-200-2031S051a - AR-10-A-200-2032

** The bolt securing the brace to sofit will need to be a M20 HSL-3 or equivalent in a fire rated wall unless it is protected as per the fixing protection detail S051a - AR-10-A-200-2022

*** Bracing not required if column spacing is set at below engineering specifications in 2.0 kPa wind load walls

**** This Detail occurs; On Level 1 ONLY and In various locations as applicable.

***** Orientation of brace on wall, to either corridor or room side does not affect fire protection.

40 x 40 x 3mm SHS

75 x 75 x 3.5mm SHS

65 x 65 x 5mm SHS

Bracing Detail - Option 2

75m

m m

in

30 x 30 x 3mm SHS

100mm min

4 Series 500 Screws(fixings can penetrate

inside brace, not amovement joint.)

100mm min

Brace fixed to postSee Plate Detail A:

Dwg 2004

8mm plate

*M12 Hilti HSL-3 Bolt

*M12 Hilti HSL-3 Bolt

* M12 HSL-3 bolt or equivalent is satisfactory if direct fire influence is not present -for HILTI tech data for seismic compliance. see drawings;S051a - AR-10-A-200-2030S051a - AR-10-A-200-2031S051a - AR-10-A-200-2032

** The bolt securing the brace to sofit will need to be a M20 HSL-3 or equivalent in a fire rated wall unless it is protected as per the fixing protection detail S051a - AR-10-A-200-2022

*** Bracing not required if column spacing is set at below engineering specification

45°

1000

mm

min

1000mm min

**** This Detail occurs; On Level 1 ONLY and In various locations as applicable.

***** Orientation of brace on wall, to either corridor or room side does not affect fire protection.

****** Bracing does not require fire rating, it is for walls subject to wind loads.

Plate Detail A

60

40

Brace to sofit

Full strength butt weld

3 - Series 500 Screws inpre drilled holes in plate

5mm platefixed to post

*M12 Hilti HSL-3 Bolt

** The bolt securing the brace to sofit will need to be a M20 HSL-3 or equivalent in a fire rated wall unless it is protected as per the fixing protection detail; S051a - AR-10-A-200-2022

* This Detail occurs; On Level 1 ONLY In various locations as applicable.

SHS post in background

1000

mm

min

100 60

75

Post Straight Fixing Plate Plan View

4075 x 75 x 3.5mm SHS

Full strength butt weld

275 x 75 x 10mm plate

*M12 Hilti HSL-3 Boltor equivalent

* M12 HSL-3 bolt or equivalent is satisfactory ifdirect fire influence is not present -for HILTItech data for seismic compliance. see drawings;S051a - AR-10-A-200-2030S051a - AR-10-A-200-2031S051a - AR-10-A-200-2032

** The bolt securing the brace to sofit will need to be a M20 HSL-3 or equivalent in a fire rated wall unless it is protected as per the fixing protection detail S051a - AR-10-A-200-2022

***This Detail occurs; On Level 1 ONLY and In various locations as applicable.

100

60

75

Post Corner Fixing Plate Plan View

4075 x 75 x 3.5mm SHS

Full strength butt weld

100 x 75 x 10mm plate

100 x 75 x 10mm plate

*M12 Hilti HSL-3 Bolt or equivalent (meeting seismic requirements)

*M12 Hilti HSL-3 Bolt or equivalent (meeting seismic requirements)

75

** M12 HSL-3 bolt or equivalent is satisfactory if direct fire influence isnot present -for HILTI tech data for seismic compliance. see drawings;S051a - AR-10-A-200-2030,S051a - AR-10-A-200-2031 S051a - AR-10-A-200-2032.

* The bolt securing the brace to sofit will need to be a M20 HSL-3 or equivalent in a fire rated wall unless it is protected as per the fixing protection detail S051a - AR-10-A-200-2022

*** This Detail occurs; On Level 1 ONLY and In various locations as applicable.

Bracing Layout - 2.0kPa

SHS

***** If fire rating required see detailS051a -- AR-10-A-200-2036

Bead sealant

* Bracing detail only. for fire rating refer to; Post plan detail #2 S051a - AR-10-A-200-2016

30

30

** Columns and bracing at 2.0m centres - Due to 2.0kPa loading

*** Bracing not required if column spacing is set at below engineering specification - Bracing is for wind loads and does not require fire rating

Horizontal Speedpanel

Horizontal S

peedpanel

**** This Detail occurs; On Level 1 ONLY and In various locations as applicable.

****** Orientation / side of the wall that the bracing is fixed to does not affect the fire rating of the wall system

Vertical Speedpanel

Fire-rated Sealant

Head Detail #1Deflection Head -

Vertical walls spanningup to 4.5m high -/120/-

10 gauge SDS @ 500 centres(ensure fixing is over Speedpaneljoint and does not penetrate morethan 10mm, see Detail A

2x13mm Fire rated Plasterboard

HUS - H6 Boltat 400mm centres

Concrete slab

1.15 BMT 106 x 82 x106mm C-track

up to

75m

m

Fire-rated Sealant

.7 BMT Flashing(To match Speedpanel finish)

AA

Fix into Speedpanel joints

Speedpanel profile Joints depth refer to

dwg 1999 for plan view of SP profile

min 25mm gap from underside of slab

* This Detail occurs On Level 1 ONLY and In various locations as applicable.

*** 3hr Detail: This cannot be determined by Speedpanel, as it relies on external top hat and plasterboard systems.

1999 1999

** Refer to Vipac seismic report for this detail

**** The bolt securing the brace to sofit will need to be a M20 HSL-3 or equivalent in a fire rated wall unless it is protected as per the fixing protection detail; S051a - AR-10-A-200-2022

VerticalSpeedpanel

Concrete slab

hidden106mm C-track

25mm clearance from

bolts to underside of slab

.7mm BMT Flashing(finish to match Speedpane)l

10 gauge SDS @ 500 centres over Speedpanel joints( staggered so each joint has a fixing), Ensure fixing does not penetrate more than 10mm into C-track refer to DWG 1999 for clarification

Head Detail #4aElevation of flashing detail

Vertical Speedpanel

( - / 120 / 120) FRL SYSTEM

*** To avoid securing into vertical panels allowing for movement and seismic drift see detail (screws must not pierce vertical panels) S051a-AR-10-A-200-1999

* For 'Fixing Details' refer to drawings; S051a-AR-10-A-200-1997 S051a-AR-10-A-200-2011

** Post tensioning and slab mesh locations to be specified by parties other than Speedpanel.

A DW

G: 1999

DW

G: 1999

A

**** This Detail occurs; On Level 1 ONLY and In various locations as applicable.

Plasterboard and flashing continues aroundC-track with Mitred Joints at corners.* flashing to match finish of Speedpanel

10

10 gauge fixing into C-track @ 500mmcentres over Speedpanel joints, max10mm embedment into C-track

Vertical Speedpanel 1.15BMT C-track

2x13mm fire rated plasterboard

10

500

Fixings may alternatively belocated within Speedpanel jointsat 500mm centres

AA

Head Detail #2Detail A-A

10

*This Detail occurs; On Level 1 ONLYand In various locations.

.7mm Flashing65mm SHSwithin 75mm SHS

1.15BMT C-Track

Bracing Layout - Head and post plan - 2.0kPa

SHS

Horizontal Speedpanel

Bracing to sofit, see Bracing DetailS051a - R-10-A-200- 2001Orientation of bracing does not affectprotection.

** Bracing detail only. for fire rating refer to; Post plan detail #2 S051a - AR-10-A-200-2019

**This Detail occurs; On Level 1 ONLY and In various locations as applicable.

* Columns and bracing at 2.0m centres- due to 2.0kPa loading

VerticalSpeedpanel

Horizontal Speedpanel C-Track 65 x 65 x5mm SHS

Opening for Grills up to 4.5 m

75

106mm C-Track

75

75mm clearanceto underside of slab

Roller Shutter Opening up to 4.5m

* Bracing detail only. for fire rating refer to; Post plan detail S051a - AR-10-A-200-2019 Head detailsS051a - AR-10-A-200-2033S051a - AR-10-A-200-2034S051a - AR-10-A-200-2035

75 x 75 x 3.5mm SHS

* *This Detail occurs; On Level 1 ONLY and In various locations as applicable.***Bracing not required in thisdetail , it is only needed inwalls with 12kPa wind loads

106mm C-trackunderside of slab

to dashed bottom line

25mm clearance fromunderside ofslab to fixings

2x13mm Fire ratedPlasterboard to protectC-track.(see flashing coveringto plasterboard on dwg 1998)

Head Detail #4bElevation of Head trackPlasterboard fixingsin Vertical Speedpanel

( - / 120 / 120) FRL SYSTEM

BB

* this detail shows plasterboard and fixings into C-track this is covered again by a layer of flashing to aesthetics/protect plasterboard see detail dwg 1998

** This Detail occurs; On Level 1 ONLY and In various locations as applicable.

VerticalSpeedpanel

Concrete slabhidden106mm C-track

25mm clearance from

bolts to underside of slab

.7mm BMT Flashing(finish to match Speedpane)l

10 gauge SDS @ 500 centres over Speedpanel joints( staggered so each joint has a fixing), Ensure fixing does not penetrate more than 10mm into C-track refer to DWG 1999 for clarification

Head Detail #4aElevation of flashing detail

Vertical Speedpanel

( - / 120 / 120) FRL SYSTEM

*** To avoid securing into vertical panels allowing for movement and seismic drift see detail (screws must not pierce vertical panels) S051a-AR-10-A-200-1999

* For 'Fixing Details' refer to drawings; S051a-AR-10-A-200-1997 S051a-AR-10-A-200-2011

** Post tensioning and slab mesh locations to be specified by parties other than Speedpanel.

A DW

G: 1999

DW

G: 1999

A

**** This Detail occurs; On Level 1 ONLY and In various locations as applicable.

Plasterboard and flashing continues aroundC-track with Mitred Joints at corners.* flashing to match finish of Speedpanel

2013VerticalSpeedpanel

Horizontal Speedpanel

65x65x5mm SHS

75x75 x3.5mm thick SHS

Opening for Large Grills 4.5m - 6m

80

106mm C-Track

80106

80mm clearanceto underside of slab

Fly brace fixed perpendicular to wallonto SHS (see bracing detail)

Roller Shutter Opening up to 6.0m

* Bracing detail only. for fire rating refer to; Post plan details S051a - AR-10-A-200-2016 S051a - AR-10-A-200-2017 S051a - AR-10-A-200-2019 S051a - AR-10-A-200-2021 Head details S051a - AR-10-A-200-1997 S051a - AR-10-A-200-1998 S051a - AR-10-A-200-1999

Detail1997

*Refer to Drawing S051a-AR-A200-2005 for fixing notes.

* System has been designed for movement and inter storey drift. Panel joints follow apposing movement between slabs, panels and columns.

VerticalSpeedpanel

HorizontalSpeedpanel

65x65 x5mm SHS

75x75 x3.5mm SHS

Opening for Grills up to 4.5 m

75

106mm C-Track

75

Fire rated blanketwrapped around SHS

*Refer to Drawing S051a-AR-A200-2005 for fixing notes.

HorizontalSpeedpanel

0.7mm Flashing Finished to match Speedpanel

16mm Fire Rated Plasterboardmust cover full length of both C-tracks

75 x 75 x 3.5mm SHSAcoustic and

Fire rated bead sealant

Post Plan #2 - 'T' Intersection

10 Gauge 16x30 SDS Fixings at 500 centres

( - / 120 / 120) FRL Wall System

* Plasterboard is to extend as far as the the ends of the C-track and Butt Joints are to be used when connecting plasterboard vertically.

** This Detail occurs; On Level 1 ONLY and In various locations..

Horizontal Speedpanel .7mm Flashing 16mm Fire RatedPlasterboard

75 x 75 x 3.5 SHS

Fire rated bead sealant

10 Gauge 16x30 SDS Fixings at 500mm centres

Post Plan #1a - Corner detail

* Plasterboard is to extend as far as the the ends of the C-track and Butt Joints are to be used when connecting plasterboard vertically.

plas

terb

oard

to e

xten

d to

the

end

of th

e C

-trac

k

( - / 120 / 120) FRL Wall System

Horizontal Speedpanel

** This Detail occurs; On Level 1 ONLY and In various locations..

.7mm Flashing finished to match Speedpanel

75 x 75 x 3.5mm SHS

16mm Fire RatedPlasterboard

HorizontalSpeedpanel

Metal Door Frame

Fire rated bead sealant

Post Plan #3a - Door Frame Detail ( - / 120 / 120) FRL Wall System

10 Gauge 16x30 SDS

Fire rated bead sealantin gap or hard touchplasterboard to door frame

* Plasterboard is to extend as far as the the ends of the C-track and Butt Joints are to be used when connecting plasterboard vertically.

** This Detail occurs; On Level 1 ONLY and In various locations..

1.15 BMT115x50mm Angle

Angles fixed together with10 gauge x 16mm SDS@ 500mm Centres

Angles fixed together with10 gauge x 16mm SDS

@ 500mm Centres

Angle Fixed to Purlin@ 500mm centres with10 gauge x 16mm SDS

78mm Speedpanel

C Purlin

Bead of Fire Rated Sealant

10mm clearancegap both sides

* Panels rely on roof performance in case of seismic event and will allow for flexing and movement in joints and panel to match steel structure.

.7mm Flashing

16mm Fire Rated Plasterboard(Butt jointed vertically as perplasterboard manufacturers detail)

Vertical SpeedpanelFire rated bead sealant

65 x 65 x 5mm SHS within75 x 75 x 3.5mm SHS

Post Plan: Heaving Floor Expansion Column detail

(where Vertical panels are used).

( - / 120 / 120) FRL SYSTEM

10 Gauge 16x30 SDS

3D1

3D13D detail - dwg 2028

3D detail - dwg 2028

* Plasterboard is to extend as far as the the ends of the C-track and Butt Joints are to be used when connecting plasterboard vertically.

** This Detail occurs; On Level 1 ONLY and In various locations as applicable.

40x40x3mm SHS

75 x75 x 3.5mm SHS

65 x65x 5mm SHS

Bracing Detail

75m

m m

in

See PlateDetail A

8mm plate

Plate Detail

60

40

Brace to sofit

Full strength butt weld

3 - Series 500 Screws inpre drilled holes in plate

5mm plate

* M12 HSL-3 bolt or equivalent is satisfactory ifdirect fire influence is not present -for HILTItech data for seismic compliance. see drawings;S051a - AR-10-A-200-2030S051a - AR-10-A-200-2031S051a - AR-10-A-200-2032

** The bolt securing the brace to sofit will need to be a M20 HSL-3 or equivalent in a fire rated wall unless it is protected as per the fixing protection detail S051a - AR-10-A-200-2022

*** Refer to engineering calculations for Wall centres and fire rating information.

HUS-H6 HILTI bolt orequivalent

*M12 HLS boltor equivalent

fixings every 500mm

75 x 75 x 3.5mm SHS

16mm Fire RatedPlasterboard

Fire rated bead sealant

Bead Sealant

Horizontal Speedpanel

Post Plan #4 - Concrete Detail

* M12 HSL-3 bolt or equivalent issatisfactory if direct fire influence isnot present -for HILTI tech data forseismic compliance. see drawings;S051a - AR-10-A-200-2030S051a - AR-10-A-200-2031S051a - AR-10-A-200-2032

**Seismic movement is parallel with column not opposing ie: will be no crushing effect. Speedpanel is elastic in nature ( Movement of 2- 3mm between each panel). Panels, Posts and columns will be in motion collectively (in the same direction) hence no opposing force is stressed on each other.

5mmgap

*** Packers added as required between plasterboard and column.

**** This Detail occurs on level 1 ONLY and in various locations as applicable.

.7 BMT Flashing tomatch Speedpanel finish

Packers as required

Bead Sealant to cap and seal M12 HSL-3bolts equivalent

C-Track

PLAN

Bead Sealant tocap and seal

M12 HSL-3 bolt orequivalent

75 x75 x 3.5mm SHS

C-Track

SECTION

75 x 75 x 3.5mm SHS

HSL Bolt Protection Detail

*This Detail occurs; On Level 1 ONLY and In various locations as applicable.

1

2

3

4

6

6

2

1

2New as of 12/03/14

1. Post Plan #1 - Corner detail S051a - AR-10-A-200-20162. Post Plan #2 - 'T' intersection S051a - AR-10-A-200-20153. Post Plan #3 - Door Frame S051a - AR-10-A-200-20174. Post Plan #4 - Corner Concrete Detail S051a - AR-10-A-200-20215. Post Plan #5 Speedpanel intermediate post S051a - AR-10-A-200-2019

5

SPEEDPANEL DETAILTYPICAL JUNCTION LEGEND

6. Concrete plan #1 S051a - AR-10-A-200-2026

8

8. Concrete plan #3 S051a - AR-10-A-200-2027

7. Concrete plan #2 S051a - AR-10-A-200-2026

8. Concrete post plan #4 S051a - AR-10-A-200-2021

3

3

7

This legend is to assist detail location placement. Diagrammatic purposes only, this is not a Project floor plan. Concrete column or wall

Concrete Plan #2'T' - Intersection Detail

10 gauge 30mm SDS@ 500mm centres

M12 HSL-3 bolt or equivalent

Horizontal Speedpanel upto 4.5m between structure

1.15 BMT 50 x 50mm equal angle

Fire-rated sealant

1.15 BMT 75mmC-track (not fixed)

Fire-rated plasterboard to protect equal angles

Fire-rated sealantFire-rated sealant

* M12 HSL-3 bolt or equivalent is satisfactory ifdirect fire influence is not present -for HILTItech data for seismic compliance. see drawings;S051a - AR-10-A-200-2030S051a - AR-10-A-200-2031S051a - AR-10-A-200-2032

**Seismic movement is parallel with column not opposing ie: will be no crushing effect. Speedpanel is elastic in nature ( Movement of 2- 3mm between each panel). Panels, Posts and columns will be in motion collectively (in the same direction) hence no opposing force is stressed on each other.

*** See drawing Post Plan #4 for interstoreydrift allowance. S051a - AR-10-A-200-2024

**** This detail occurs on level one ONLY and in various locations as applicable.*** See drawing Post Plan #4 for interstoreydrift allowance. S051a - AR-10-A-200-2024

Post Straight Fixing Plate Section View

75 x 75 x 3.5mm SHS

5mm min. fullstrength butt weld

275 x 75 x 10mm plate

60 40100

*M12 Hilti HSL-3 Bolt (meeting seismic requirements)

* M12 HSL-3 bolt or equivalent is satisfactory ifdirect fire influence is not present -for HILTItech data for seismic compliance. see drawings;S051a - AR-10-A-200-2030S051a - AR-10-A-200-2031S051a - AR-10-A-200-2032

** The bolt securing the brace to sofit will need to be a M20 HSL-3 or equivalent in a fire rated wall unless it is protected as per the fixing protection detail S051a - AR-10-A-200-2022

1.15 BMT 50 x50mm equal angle

10 gauge 30mmSDS @ 500mmcentres

Fire-rated sealant

Concretecolumn or wall

HUS-H6 HILTI bolt orequivalent

1.15 BMT 75mmC-track (not fixed)

Horizontal Speedpanel up to4.5m between structure

Concrete Plan #1Intersection Detail

Fire-rated plasterboard toprotect equal angles

Fire-ratedsealant

Fire-rated sealant

min 10mm Gap

* M12 HSL-3 bolt or equivalent issatisfactory if direct fire influence isnot present -for HILTI tech data forseismic compliance. see drawings;S051a - AR-10-A-200-2030S051a - AR-10-A-200-2031S051a - AR-10-A-200-2032

**Seismic movement is parallel with column not opposing ie: will be no crushing effect. Speedpanel is elastic in nature ( Movement of 2- 3mm between each panel). Panels, Posts and columns will be in motion collectively (in the same direction) hence no opposing force is stressed on each other.

*** This detail occurs on level 1 ONLY and invarious locations as applicable

Concrete column or wall

Concrete Plan #3 -Continuous Intersection Detail

Horizontal Speedpanel up to4.5m between structure

Fire-rated sealant

min gap 5mm

* M12 HSL-3 bolt or equivalent issatisfactory if direct fire influence isnot present -for HILTI tech data forseismic compliance. see drawings;S051a - AR-10-A-200-2030S051a - AR-10-A-200-2031S051a - AR-10-A-200-2032

**Seismic movement is parallel with column not opposing ie: will be no crushing effect. Speedpanel is elastic in nature ( Movement of 2- 3mm between each panel). Panels, Posts and columns will be in motion collectively (in the same direction) hence no opposing force is stressed on each other.

2.1.

4.3.

75x75x3.5mm SHS slides within65x65x5mm SHS for minimum 400mm 13mm fire rated plasterboard with 75mm gap

Flashing stops at edges of C- track leaving 75mm gap

Fire rated blanket (shown at the full vertical extention)

3D1. Heaving Floor Expansion Column detail (where horizontal panels are used).

For Plan detail see dwg 2041

0.7mm Flashing to matchSpeedpanel finish

15mm Silica Board for roller door columns only

Vertical Speedpanel

Fire Rated Bead Sealant

75 x 75 x 3.5mm SHS

Fire RatedBead Sealant

C-track

Horizontal Speedpanelonly above roller doors

optional equal angle guardto protect flashing on corridor side only.

**ONLY upon immediatereplacement of system as drawn,may the flashing and Silica boardbe de-mounted to allow wideraccess in corridor.*

( - / 120 / 120) FRL SYSTEM

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VerticalSpeedpanel

Concrete slab106mm C-track 25mm

clearance from bolts to underside of slab

.7mm BMT Flashing

10 gauge SDS @ 500 centres over Speedpanel joints( staggered so each joint has a fixing), Ensure fixing does not penetrate more than 10mm into C-track

Head Detail #4bElevation of flashing detail

Horizontal Speedpanel

( - / 120 / 120) FRL SYSTEM

BB

*** To avoid securing into vertical panels allowing for movement and seismic drift see detail (screws must not pierce vertical panels) S051a-AR-10-A-200-1999

* For 'Fixing Details' refer to drawings; S051a-AR-10-A-200-1997 S051a-AR-10-A-200-2011

** Post tensioning and slab mesh locations to be specified by parties other than Speedpanel.

**** This Detail occurs; On Level 1 ONLY and In various locations as applicable.

500m

m

10m

m

1.15mm BMT C-track

2x13mm fire rated plasterboard

10m

m

500mm

Fixings located within Speedpaneljoints at 500mm centres

Horizontal Speedpanel

*This Detail occurs; On Level 1 ONLYand In various locations. Apply for;- Vertical Speedpanel walls- require FRL - /120/ 120- Deflection tolerance required

10 gauge fixing into C-track @ 500mmcentres over Speedpanel joints, max 10mmembedment into C-track

BB

Horizontal Speedpanel

Fire-rated Sealant

Head Detail #1Deflection Head -

Vertical walls spanningup to 4.5m high -/120/-

10 gauge SDS @ 500 centres(ensure fixing is over Speedpaneljoint and does not penetrate morethan 10mm, see Detail A

2x13mm Fire rated Plasterboard

HUS-H6 HILTI bolt or equivalentor equivalent at 400mm centres

Concrete slab

1.15 BMT 106 x 82 x106mm C-track

up to

75m

m

Fire-rated Sealant

.7 BMT Flashing

AA

Fix into Speedpanel jointsSpeedpanel profile Joints depth

min 25mm gap from underside of slab

* This Detail occurs; On Level 1 ONLY and In various locations. Apply for;- Vertical Speedpanel walls spanning up to 4.5m high- require FRL - /120/120- Deflection tolerance required

** 3hr Detail: This cannot be determined by Speedpanel, as it relies on external top hat and plasterboard systems.

2034 2034

*** M12 HSL-3 bolt or equivalent is satisfactory if direct fire influence is not present -for HILTI tech data for seismic compliance. see drawings;

S051a - AR-10-A-200-2030 S051a - AR-10-A-200-2031 S051a - AR-10-A-200-2032

Horizontal Speedpanel

.7mm Flashing

16mm Fire RatedPlasterboard

75 x 75 x 3.5 SHS

Fire rated bead sealant

10 Gauge 16x30 SDS Fixings at 500mm centres

Post Plan #1c - Corner detail

* Plasterboard is to extend as far as the the ends of the C-track and Butt Joints are to be used when connecting plasterboard vertically.

plas

terb

oard

to e

xten

d to

the

end

of th

e C

-trac

k

( - / 120 / 120) FRL Wall System

Horizontal Speedpanel

** This Detail occurs; On Level 1 ONLY and In various locations as applicable.

CORRIDOR SIDE►◄ROOM SIDE

Bracing for wind load,does not require fire protection.

SHS 75mm x 75mm x 3.mm 5thick

Fire-rated Sealant

Head Detail #1Deflection Head -

Vertical walls spanningup to 4.5m high -/120/-

10 gauge SDS @ 500 centres(ensure fixing is over Speedpaneljoint and does not penetrate morethan 10mm, see Detail A

2x13mm Fire rated Plasterboard

Concrete slab

1.15 BMT 106 x 82 x106mm C-track

up to

75m

m

Fire-rated Sealant

.7 BMT Flashing

AA

Fix into Speedpanel jointsSpeedpanel profile Joints depth

min 25mm gap from underside of slab

* This Detail occurs On Level 1 ONLY and In various locations as applicable.

** 3hr Detail: This cannot be determined by Speedpanel, as it relies on external top hat and plasterboard systems.

1999 1999

*** M12 HSL-3 bolt or equivalent is satisfactory if direct fire influence is not present -for HILTI tech data for seismic compliance. see drawings;

S051a - AR-10-A-200-2030 S051a - AR-10-A-200-2031 S051a - AR-10-A-200-2032

HUS-H6 HILTI bolt or equivalentor equivalent at 400mm centres

Vertical Speedpanel

0.7mm Flashing Finished to match Speedpanel

16mm Fire Rated Plasterboardmust cover full length of both C-tracks

75 x 75 x 3.5mm SHSAcoustic andFire rated

bead sealant

Post Plan #2b - 'T' Intersection

10 Gauge 16x30 SDS Fixings at 500 centres

( - / 120 / 120) FRL Wall System

* Plasterboard is to extend as far as the the ends of the C-track and Butt Joints are to be used when connecting plasterboard vertically.

** This Detail occurs; On Level 1 ONLY and In various locations..

Vertical Speedpanel .7mm Flashing 16mm Fire RatedPlasterboard

75 x 75 x 3.5 SHS

Fire rated bead sealant

10 Gauge 16x30 SDS Fixings at 500mm centres

Post Plan #1b - Corner detail

* Plasterboard is to extend as far as the the ends of the C-track and Butt Joints are to be used when connecting plasterboard vertically.

plas

terb

oard

to e

xten

d to

the

end

of th

e C

-trac

k

( - / 120 / 120) FRL Wall System

Vertical Speedpanel

** This Detail occurs; On Level 1 ONLY and In various locations..

.7mm Flashing finished to match Speedpanel

75 x 75 x 3.5mm SHS

16mm Fire RatedPlasterboard

Vertical Speedpanel

Metal Door Frame

Fire rated bead sealant

Post Plan #3b - Door Frame Detail ( - / 120 / 120) FRL Wall System

10 Gauge 16x30 SDS

Fire rated bead sealantin gap or hard touchplasterboard to door frame

* Plasterboard is to extend as far as the the ends of the C-track and Butt Joints are to be used when connecting plasterboard vertically.

** This Detail occurs; On Level 1 ONLY and In various locations..

.7mm Flashing

16mm Fire Rated Plasterboard(Butt jointed vertically as perplasterboard manufacturers detail)

Vertical SpeedpanelFire rated bead sealant

65 x 65 x 5mm SHS within75 x 75 x 3.5mm SHS

Post Plan: Heaving Floor Expansion Column detail

(where Vertical panels are used).

( - / 120 / 120) FRL SYSTEM

10 Gauge 16x30 SDS

3D1

3D13D detail - dwg 2028

3D detail - dwg 2028

* Plasterboard is to extend as far as the the ends of the C-track and Butt Joints are to be used when connecting plasterboard vertically.

** This Detail occurs; On Level 1 ONLY and In various locations as applicable.

Vertical Speedpanel .7mm Flashing 16mm Fire RatedPlasterboard

75 x 75 x 3.5 SHS

Fire rated bead sealant

10 Gauge 16x30 SDS Fixings at 500mm centres

Post Plan #1d - Corner detail

* Plasterboard is to extend as far as the the ends of the C-track and Butt Joints are to be used when connecting plasterboard vertically.

plas

terb

oard

to e

xten

d to

the

end

of th

e C

-trac

k

( - / 120 / 120) FRL Wall System

Vertical Speedpanel

** This Detail occurs; On Level 1 ONLY and In various locations..

100

60

75

Post Straight Fixing Plate Plan View(single sided) plate

40

75 x 75 x 3.5mm SHS

Full strength butt weld

275 x 75 x 10mm plate

*M12 Hilti HSL-3 Boltor equivalent

* M12 HSL-3 bolt or equivalent is satisfactory ifdirect fire influence is not present -for HILTItech data for seismic compliance. see drawings;S051a - AR-10-A-200-2030S051a - AR-10-A-200-2031S051a - AR-10-A-200-2032

** The bolt securing the brace to sofit will need to be a M20 HSL-3 or equivalent in a fire rated wall unless it is protected as per the fixing protection detail S051a - AR-10-A-200-2022

***This Detail occurs; On Level 1 ONLY and In various locations as applicable.

55mm C-track

Horizontal Speedpanel Wall withHorizontal Deflection gap (75mm)

* Bracing detail only. for fire rating refer to; Post plan details 3D S051a - AR-10-A-200-2028

S051a - AR-10-A-200-2016 S051a - AR-10-A-200-2017 S051a - AR-10-A-200-2019 S051a - AR-10-A-200-2021 Head details S051a - AR-10-A-200-1997 S051a - AR-10-A-200-1998 S051a - AR-10-A-200-1999

**** Refer to Drawing S051a-AR-A200-2005 for fixing notes.

** System has been designed for movement and inter storey drift. Panel joints follow apposing movement between slabs, panels and columns.

400

75

400mmSHS overlap

No fixings to be made fromC-track into SHS under 75mmbelow the underside ofthe 65x65x5mm SHS

*** Fixing note: 10 Gauge 30mm SDS screw from Speedpanel to C-track at the joints at 250mm centres. ie: every panel joint

HorizontalSpeedpanel

Horizontal Speedpanel C-Track 65 x 65 x5mm SHS55mm C-Track 65 x 65 x 5mm SHS

75mm gap

75 x 75 x 3.5mm SHS post

First (ie: lowest) screws to be at 250mm above floor then each second panel joint

75mm deflection gap

55mm C-Track

3D Horizontal Speedpanel Wall withHorizontal Deflection gap (75mm)

65x65x5mm SHSsuspended from sofit

Do not fix from C-tracksinto SHS for top 2 panels(ie: 475mm from top track)

75x75 x3.5mm thick SHSsupported from floor

* Bracing detail only. for fire rating refer to; Post plan details 3D S051a - AR-10-A-200-2028

S051a - AR-10-A-200-2016 S051a - AR-10-A-200-2017 S051a - AR-10-A-200-2019 S051a - AR-10-A-200-2021 Head details S051a - AR-10-A-200-1997 S051a - AR-10-A-200-1998 S051a - AR-10-A-200-1999

** System has been designed for movement and inter storey drift. Panel joints follow apposing movement between slabs, panels and columns.

Fixing note:10 Gauge 30mm SDS screw fromSpeedpanel to C-track at the joints at250mm centres.

Flashing13mm Plasterboard

475m

m

400m

m

Each panel's weightis taken by the C-track.fixings are to be locatedinline with the panel joints

500mm

21

3

82m

m

78m

m

1000mm

500mm 2

1 3

82m

m

78m

m

500mm

OPTION 1: HEAD TRACK TO SLAB BOLT FIXING

OPTION 2:HEAD TRACK TO SLAB BOLT FIXING

P:\Ryan Radke\j - 06 Ivan now Kenan nRAH\revision 15\raster image reference\xray detail 2.jpg

HILTI Screw anchor HUS - H6

*THESE ARE EXCERPTS, PLEASE REFER TO THE FULL REPORTS.*THESE ARE EXCERPTS, PLEASE REFER TO THE FULL REPORTS.

OPTION: A OPTION: B

SECTION DETAIL

washer -sheet metal1.5mm x dia 50mm

standard shank bolt M8 - 1.25 x length,carbon steel, zinc and overalllength to be panel width + 12mm.at rear side of wall insert shapedwasher under the bolt head,washer to be zinc plated

450

PLAN DETAIL

hole size in angle atdia 10mm for the M8 bolt

450

SECTION DETAIL

PLAN DETAIL

Project

Series10 - Speedpanel Details

Title

Series

REV.DESIGN STAGE.

JOB NO.

SCALE

REVIEWED BY

DATE OF ISSUE

NTS

APPROVED BY

DWG.

M

S051a - AR-10-A-200-2044

S051a

DESIGN OFFICE: 89-91 CANTERBURY ROAD, KILSYTH,VICTORIA, 3137, AUSTRALIA

SHEET SIZE.GENERAL NOTES :ALL LEVELS AND DIMENSIONS TO BE VERIFIED ON SITE PRIOR TO COMMENCEMENTAND DISCREPANCIES, ERRORS OR OMISSIONS REPORTED IMMEDIATELY TO STHDIFOR CONFIRMATION BEFORE PROCEEDING WITH THE WORKS. DO NOT SCALEDRAWINGS. NO RESPONSIBILITY CAN BE ACCEPTED FOR DIMENSIONS SCALEDFROM DRAWINGS AND CONTRACTORS ARE EXPECTED TO CHECK ALL DIMENSIONSAND DETAILS BEFORE COMMENCING WORK. DRAWINGS ARE TO BE READ INCONJUNCTION WITH ADDITIONAL NOTES, SPECIFICATION AND WHERE APPLICABLE,CALCULATIONS AND SPECIALISTS CONSULTANTS DETAILS. ALL WORK IS TO BECARRIED OUT IN ACCORDANCE WITH CURRENT BUILDING CODES, REGULATIONSAND AUSTRALIAN STANDARDS. WORKMANSHIP SHALL BE IN ACCORDANCE WITHBEST BUILDING PRACTICE. PROPRIETARY MATERIALS ARE TO BE FIXED/INSTALLED INACCORDANCE WITH MANUFACTURER'S REQUIREMENTS.

Speedpanel Details -Column Engineering Details

LEGEND NOTES : KEY PLAN

S/ES/W

N/W N/E

BEJNS

09 21 32

C D

E F G H J

K L M N P Q

R S T U V BEJNS

A3FOR REVIEW

ISSUE REVISION DATE

1997 1998 1999 2000 2001 2002 2003 2004

2005 2006 2008 2009 2010 2011 2012 2013

2014 2015 2016 2017 2018 2019 2020 2021

2022 2023 2024 2025 2026 2027 2028 2029

2030 2031 2032 2033 2034 2035 2036 2037

2038 2039 2040 2041 2042 2043 2044 2045

New Royal Adelaide Hospital

2046 2047 2048 2049 2050 2050 2050

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A R C H I T E C T U R A LR Y A N R A D K E

SPEEDPANEL®

SPEEDPANEL® GREEN INFORMATION78mm SPEEDPANEL® WALL VS 140mm REDUCED HOLLOW CORE BLOCKWORK WALL

WWW.SPEEDPANEL.COM.AU

DURABLE FOR BUILDING LIGHT FOR ENVIRONMENT.

Not only can Speedpanel® be dismantled and re-used but is also fully recyclable.

Information Calculated on Comparative Wall 6.6m High Plus Supporting StructureCore Filling Requirements to Blockwall Based on New Perth Stadium Drawing No. ST06-79-A00-01 REV C.

I N S TA L L AT I O N

S U C C E S S F U L

to easily avoid the most common mistakes.

SPEEDPANEL

www.speedpanel.com.au

TOP5TIPS

SPEEDPANELFire & Acoustic Rated Wall Systems

R

ACOUSTIC CASE STUDY

SPEEDPA

NEL

New Acton Apartments, Canberra

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PROTECTING MELBOURNE

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G R A P H I C D E S I G NR Y A N R A D K E

0425-700-408

[email protected]

South Yarra, Victoria 3141

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ry_radke

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