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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
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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
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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ILTI TAB
LE_02.jpg
P:\R
yan Radke\j - 06 Ivan now
Kenan nR
AH
\revision 15\raster image reference\H
ILTI TAB
LE_01.jpg
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
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
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
MORE AT: www.behance.net/RRadke
G R A P H I C D E S I G NR Y A N R A D K E
0425-700-408
South Yarra, Victoria 3141
au.linkedin.com/in/ryanradke
ry_radke
www.behance.net/RRadke
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R Y A N R A D K E