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COVER SHEET
12.05.2015
VERSION: 1.3
PAGE DESCRIPTION
PAGE
NUMBER
PAGE DESCRIPTION
PAGE
NUMBER
WALL FRAMES GENERAL
WALL FRAME CONNECTIONS
WALL TO WALL CONNECTIONS
WALL TO TIMBER FLOOR CONNECTIONS
WALL TO CONCRETE FLOOR CONNECTIONS
TOP PLATE STIFFENER
LINTEL TYPES
SILL TYPES AND BEAM TO POST
STUD SPAN TABLES
BRACING - FRAMEMAN
THERMAL BREAK SPECIFICATION
FRAMED CHIMNEY CONSTRUCTION
STEEL TO TIMBER WALL
HOLES IN FRAMING
JAMB STUD REQUIREMENTS
BOTTOM PLATE SHOWER NOGGING
WALL CONNECTIONS AND STEEL PLATES
1
2
3
4
5
6
7
8
9
10-12
13
14
15
16
17
18
19
AXXIS DURABILITY STATEMENT
MSL STEEL FRAMING SCREWS
GIB / NASH BRACING SPECIFICATION
1-3
4-5
6-9
10
11
12
TYPICAL HIP-END TRUSS LAYOUT
TRUSS TYPES
TRUSS CONNECTIONS
JACK TRUSS RAFTER CONNECTIONS
HIP AND VALLEY NOGGING
SOFFIT CONSTRUCTION
TRUSS TO TRUSS CONNECTIONS
CREEPER TRUSS
GABLE END CONSTRUCTION
MONO PITCH CONSTRUCTION
CEILING BATTEN CONNECTIONS
PURLIN CONNECTIONS
STEEL TRUSS TO TIMBER WALL
MONO PITCH BRACING
DEEP C RAFTER TO WALL
GIRDER TRUSS TO WALL
DEEP C RAFTER THERMAL BREAK
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
REFERENCES
Disclaimer
be subject to modification. At the time of publication we believe the information contained in this document is the
best available. Nonetheless, we reserve the right to modify any product, technique or statement to reflect improvements
in the manufacture and application of steel framing. In the event of any conflict between this information and the building
code of New Zealand and specific manufactures instruction, the building code and the manufactures documentation will prevail.
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CONTENTS PAGE
12.05.2015
VERSION: 1.3
Lintel
(Load bearing
parallel chord truss
above openings)
Top Jack [Stud]
(Vertical section
above opening)
Top plate
(Continuous horizontal
section along top of walls)
Jamb Stud
(Vertical section
each side of opening)
Common Stud
(Continuous vertical
section spaced along walls)
Head
(Horizontal section
above opening)
End stud
(Continuous vertical
section at ends of walls)
Sill
(Horizontal section
at bottom of opening)
Dwang/Nog
(Continuous
horizontal section
between studs)
Bottom Jack [Stud]
(Vertical section
below opening)
Brace
(Angled bracing
section between studs)
Bottom Plate
(Continuous
horizontal section
at bottom of walls)
Back to Back Stud
Wall Framing Terminology
Unless otherwise noted, all
connections are made using
10-16x16 Hex screws wafer
head screws recommended
wt
R
0
2.
Lipped C Section Properties
fy
fu
h
wt
wb
t
l
lx
ly
rx
ry
x
y
xo
yo
ro1
J
lw
Zxt
Zxb
Zyt
Zyb
G
Z
Mpa
Mpa
mm
mm
mm
mm
mm
mm
mm2
kg
mm4
mm
mm
mm
mm
Cmm
mm
mm
mm
mm4
mm6
mm3
mm3
mm3
mm3
550
275
550
550
89.0
41.0
39.0
0.75
10.1
182.0
136.5
1.072
174103
29996
35.7
14.8
12.6
44.0
33.2
0
43.6
25.6
48912422
3957
3869
2381
1056
l
S8975
Grade
Coating
Yield Stress
Tensile Strength
Height
Width Top
Width Bottom
Thickness
Lip Top
Feed
Area
Mass
Second Moment of Area
Second Moment of Area
Radius of Gyration
Radius of Gyration
Centroid Position
Centroid Position
Shear Centre
Shear Centre
Polar Radius of Gyration
Tortion Constant
Warping Constant
Sectional Modulus
Sectional Modulus
Sectional Modulus
Sectional Modulus
10-16x16mm
Typical Assembly Screw
h
Name
CG
sc
10-16x16mm
Typical Hex Head Screw
wb
Typical C Section
10-16x16mm
Typical Flat Head Screw
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WALL FRAMES
GENERAL
12.05.2015
PAGE: 1
VERSION: 1.3
D05
002
D01
002
D02
002
D04
002
D03
002
Wall Framing Connections
Stud swaged to fit
inside top plate
Dwang/nog swaged
to fit inside stud
Brac
Stud
late
e
Plastic Grommit
Brace & stud
swaged to fit inside
bottom plate
late
pP
mP
tto
Bo
Stud
To
D01 Top Plate to Stud
Plastic grommit fitted
to 36mm hole for
electrical & plumbing
D03 Brace to Bottom Plate
g
Stud
/No
ang
Dw
Brace swaged to
fit inside stud
Stud swaged to fit
inside bottom plate
D05 Dwang/Nog to Stud
Stud
Top of dwang/nog
cut to allow edges
to pass around stud
g
Stud
/No
ang
Dw
te
ttom
Pla
Bo
D02 Brace to Dwang/Nog & Stud
D04 Stud to Bottom Plate
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WALL FRAME
CONNECTIONS
12.05.2015
PAGE: 2
VERSION: 1.3
Stud for internal
lining fixing
Stud for internal
lining fixing
Internal lining
Wall corner connection
2/10g Hex screws
2/10g Hex screws
2/10g Hex screws
2/10g Hex screws
Corner Wall and Parallel
Wall Frame Connections
2/10g Hex screws
Studs for internal
lining fixing
2/10g Hex screws
Studs for internal
lining fixing
Internal lining
2/10g Hex screws
Wall to Wall T-connection
2/10g Hex screws
*NOTE: If top plate
stiffener is used and
lapped over the wall
connection and screw
fixed on both sides of the
wall connection, the strap
is not required. See page
6.
150x25x0.75mm strap fixed with
6/10G screws to top plates (3 in
to each wall)
Stud for internal
lining fixing
Braced wall
top plate
Braced wall top plate
Stud
General wall frame to
wall frame connections
Perpendicular Wall
T-Connection
Braced Wall(s) Top Plate Connection*
2/10g Hex screws
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WALL TO WALL
CONNECTIONS
12.05.2015
PAGE: 3
VERSION: 1.3
Brace
Stud
Stud
150mm M12 coach screw
with bracing bracket, 5/10G
screws fixed in to stud
300x25x0.75mm strap fixed
with 5/10G Hex screws to
stud and 5 product nails in
to timber joist
Bottom plate
Bottom plate
DPC (Extend past edge
6mm min. both sides)
100mm total.
DPC (Extend past edge
6mm min. both sides)
100mm total.
Flooring sheet
Flooring sheet
Timber joist
Timber joist
Braced Wall Hold Down
(Option 1)
Braced Wall Hold Down
(Option 2)
Stud
Stud
150mm M12 coach screw with
50mm sq 3mm thick washer
@900crs max & 50mm min,
90mm max from stud
300x25x0.75mm strap fixed
with 5/10G Hex screws to
stud and 5 product nails in to
timber joist
Bottom plate
Bottom plate
DPC (Extend past edge
6mm min. both sides)
100mm total.
DPC (Extend past edge
6mm min. both sides)
100mm total.
Flooring sheet
Flooring sheet
Timber joist
Timber joist
Load-bearing Wall Hold Down (Option 1)
Bottom plate
Brace
Load-bearing Wall Hold Down (Option 2)
90mm
max
Stud
150mm M12
coach screw
Stud
Alternative
position
50x50x3mm
washer
Bottom plate
2/ 10Gx35mm
type 17 screws
@600crs max
60mm
Stud
90mm
max
DPC (Extend past edge
6mm min. both sides)
100mm total.
2/ 10Gx35mm type 17
screws @600crs max
Load-bearing Wall Hold Down (Option
1) Plan View
Non-Loadbearing Wall Hold Down
Plan View
Flooring sheet
Non-Loadbearing Wall Hold Down
NOTE: All timber hold-downs require a
screw bolt or connection at:
- Each end of wall frame
- Each side of openings
- Centers no greater than 900mm
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WALL TO TIMBER FLOOR
CONNECTIONS
PAGE: 4
12.05.2015
VERSION: 1.3
Brace
Stud
Edge of concrete
60mm
min
Brace above
70mm M12 screw bolt with
bracing bracket, 5/10G
screws fixed in to stud
Bottom plate
Stud
70mm M12
screw bolt
Concrete floor slab
60mm min to edge
of concrete slab
DPC (Extend past edge
6mm min. both sides)
100mm total.
Braced Wall Hold Down
Plan View
Stud
90mm
max
Edge of concrete
70mm M12
screw bolt
Bottom plate
Concrete floor slab
DPC (Extend past edge
6mm min. both sides)
100mm total.
Load-bearing Wall Hold Down
60mm min to edge
of concrete slab
Bottom plate
60mm
70mm M12 screw bolt with
50mm sq 3mm thick washer
@900crs max & 50mm min,
90mm max from stud
Alternative
position
Stud
90mm
max
min
Braced Wall Hold Down
50x50x3mm
washer
Load-bearing Wall Hold Down
Plan View
Stud
Ramset powder
actuated 32mm
drive-pin with washer
Stud
Bottom plate
Concrete floor slab
Bottom plate
DPC (Extend past edge
6mm min. both sides)
100mm total.
Non-Loadbearing Wall Hold Down
NOTE: All external and braced wall frames on concrete
floors must have M12 bolts at centres no greater than
900mm centres with 50x50x3mm washers located within
90mm to the stud, as per NASH 3405:2011 8.9.1
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Ramset powder actuated
32mm drive-pin with washer
Non-Loadbearing Wall Hold Down
Plan View
NOTE: All concrete hold-downs
require a screw bolt or connection at:
- Each end of wall frame
- Each side of openings
- Centers no greater than 900mm
WALL TO CONCRETE FLOOR
CONNECTIONS
PAGE: 5
12.05.2015
VERSION: 1.3
150x30x0.75mm
top plate stiffener
150x30x0.75mm top plate
stiffeners lapped 300mm
10G Hex screws at 300mm
crs along top plate
Top plate
2/10G Hex or Phillips
screws to each stud
2/10G Hex or Phillips screws
each end of lap at top and
bottom of plate
Top plate
10G Hex or Phillips screws at
300mm crs along top plate
Stud
300
Stud
Back to back
studs
General Top Plate Stiffener
Continued Top Plate Stiffener Connection*
*NOTE: This top plate stiffener connection
can be used instead of a strap for braced
collinear wall connections (see page 3).
10G Hex screws
at 300mm crs
along top plate
*NOTE: This top plate stiffener is not required
on walls or lintels with either of the below
-gable trusses fixed directly above
-when the loaded dim is less than 2.0m
-webs of lintel line up with truss above (+-100mm)
Top plate
150x30x0.75mm
top plate stiffener
3/10G Hex or Phillips screws
in to end studs
2/10G Hex or Phillips
screws to end stud
Stud
The top plate stiffener may also be substituted for
the option 2 fixing if required. Detail on page 6.
Stud for internal
lining fixing
Corner Top Plate Stiffener Connection
NOTE: Stiffener plates required on all
load-bearing walls only
CL
mm
00
CL
re
mo
1
an
th
lipped C section fixed to top plate
with 10G screws @ 100crs MAX
100mm MAX
Top Plate Stiffener Connection OPTION 2
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TOP PLATE STIFFENER
CONNECTIONS
12.05.2015
PAGE: 6
VERSION: 1.3
Lintel Span (LS)
150x35x0.75mm top plate stiffeners
either joins on top jack stud or lapped
300mm and fixed together (see page 6).
1st third
2nd third
3rd third
10G Hex or Phillips screws at
300mm crs along top plate
Top plate
150x30x0.75mm top plate
stiffener in foreground
Head notched to
trimming studs
First and last 3rd of lintel require
additional 10G Hex or Phillips
screw to each side of webs
D06 Front Elevation
Jamb stud
*NOTE: This top plate stiffener is not required
on walls or lintels with either of the below
-gable trusses fixed directly above
-when the loaded dim is less than 2.0m
-webs of lintel line up with truss above (+-100mm)
Lintel (Type 1)
The top plate stiffener may also be substituted for
the option 2 fixing if required. Detail on page 6.
Boxed top and bottom chord
section along length of opening
Full depth* G550 0.75mm stiffener plate fixed
to both sides** of lintel, to all top jack studs
and top/bottom chords with 10G Hex or
Phillips screws at 100mm crs max
15mm min.
All screws fixed to plate require
15mm edge distance
Top jack studs at 300mm crs
max, notched over boxed top
and bottom chords
ENSURE INSULATION IS INSTALLED
BEFORE PLATE IS FIXED
*Minimum plate depth = lintel depth -5mm
**MUST use Phillips screws for fixing interior
side of lintel plate with consideration to
interior linings.
15mm min.
Lintel (Type 2)
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LINTEL TYPES
12.05.2015
PAGE: 7
VERSION: 1.3
Span table for determination of sill type:
Max head height
2.1m (2.4 stud)
2.1m (2.4 stud)
2.1m (2.4 stud)
2.1m (2.4 stud)
2.4m (2.7 stud)
2.4m (2.7 stud)
Jamb stud
Single sill notched to
jamb and trimming studs
Wind Zone
High (44m/s)
High (44m/s)
V High (50m/s)
V High (50m/s)
V High (50m/s)
V High (50m/s)
Sill Type
Single
Boxed
Single
Boxed
Single
Boxed
Max Span
2.69m
3.73m
2.45m
3.42m
2.29m
3.23m
Jamb stud
Bottom jack studs
Boxed sill fixed to single sill
with 10G Hex or Phillips head
screw at 600mm crs max
Bottom plate
Single Sill
Boxed Sill
4/10G hex screws per face
Beam as per plan
Inline Beam Connection
DPC between steel
and timber
Fix to timber post with
4/10Gx35mm Type 17
screws or similar
Webbed beam
(depth varies)
4/10G tek screw from beam into stud
Timber post by others
Metalcraft purlin or similar
Webbed Beam to Timber Post Connection
Beam To Beam Pocket Connection
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SILL TYPES AND BEAM TO POST
CONNECTIONS
PAGE: 8
12.05.2015
VERSION: 1.3
These stud span tables are calculated for the following loads.
Roof pitch
Nog spacing
Truss spacing
Loaded Dimension
-25°
-1.35m crs
-1.2m crs
-6.0m max
Roof Loads:
Dead
Live
Snow
-0.27kPa (10mm plasterboard ceiling, steel roof)
-0.25kPa (restricted access roof)
-0.44kPa (0.9kPa ground snow load)
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STUD SPAN
TABLES
12.05.2015
PAGE: 9
VERSION: 1.3
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K-Brace
12.05.2015
PAGE: 10
VERSION: 1.3
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W-Brace
12.05.2015
PAGE: 11
VERSION: 1.3
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S-Brace
12.05.2015
PAGE: 12
VERSION: 1.3
Fix thermal break to steel with
6G bugle head sds screws
@ approx 600crs
or
BOSTITCH SB caps with Sifco Coil nail
BOSTITCH SB caps with Sifco Coil nail
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THERMAL BREAK
SPECIFICATION
12.05.2015
PAGE: 13
VERSION: 1.3
Add diagonal brace to both internal
corners of chimney @ 1000crs
fix with 2/10G screws per connection
Chimney Bracing
45x45x0.75x100 long angle
fixed to each stud with
2/10G hex screws at top
plate level of chimney
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FRAMED CHIMNEY
CONSTRUCTION
12.05.2015
PAGE: 14
VERSION: 1.3
2/10-16x16
type 17 hex screws
2/10-16x16
type 17 hex screws
Timber wall, designed
and supplied by others
2/10-16x16
type 17 hex screws
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STEEL TO TIMBER WALL
CONNECTION
PAGE: 15
12.05.2015
VERSION: 1.3
60mm or similar pipe peretrating bottom plate
70mm M12 screw bolt with
50mm sq 3mm thick washer
90mm from hole cut in bottom plate
70mm M12 screw bolt with
50mm sq 3mm thick washer
90mm from hole cut in bottom plate
Concrete omitted for clarity
Large Pipe Penetrations in Bottom Plate
40mm, 50mm pipe or air
conditioning ducting or
central vacuum pipes
60mm MAX dia hole in framing, neatly
cut top plate stiffener to suit,
try to avoid over cutting.
Hole must be placed centrally
600mm long 150x30 0.75 top plate
stiffener fixed to both sides
of stud or top plate with 6/10g
screws per side.
60mm MAX dia hole in framing, neatly
cut top plate stiffener to suit,
try to avoid over cutting.
Hole must be placed centrally
40mm, 50mm pipe or air
conditioning ducting or
central vacuum pipes
Large Pipe Penetrations in Top Plate and Studs
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HOLES IN FRAMING
12.05.2015
PAGE: 16
VERSION: 1.3
No. of Jamb Studs each side of opening 2.4m wall height
Wind Zone Roof Loaded Maximum clear width of opening (m)
Dimension (m) 0.9
1.8
3.0
3.6
4.2
5.4
3.0
1
1
2
2
2
2
Low or
4.5
1
1
2
2
2
3
Medium
6.0
1
2
2
2
3
3
3.0
1
2
2
2
3
3
4.5
1
2
2
2
3
3
High
6.0
1
2
2
3
3
4
3.0
1
2
2
3
3
4
4.5
1
2
2
3
3
4
Very High
6.0
1
2
3
3
3
4
3.0
1
2
3
3
3
4
4.5
1
2
3
3
4
4
Extra High
6.0
2
2
3
3
4
5
No. of Jamb Studs each side of opening 2.7m wall height
Wind Zone Roof Loaded Maximum clear width of opening (m)
Dimension (m) 0.9
1.8
3.0
3.6
4.2
5.4
1
2
2
2
3
3.0
1
Low or
1
2
2
2
3
3
4.5
Medium
1
2
2
3
3
4
6.0
3.0
1
2
2
3
3
4
4.5
1
2
3
3
3
4
High
6.0
1
2
3
3
3
4
3.0
1
2
3
3
3
4
4.5
2
2
3
3
4
5
Very High
6.0
2
2
3
4
4
5
3.0
2
2
3
4
4
5
4.5
2
2
3
4
4
5
Extra High
6
6.0
2
3
4
4
5
No. of Jamb Studs each side of opening 3.0m wall height
Wind Zone Roof Loaded Maximum clear width of opening (m)
Dimension (m) 0.9
1.8
3.0
3.6
4.2
5.4
3.0
1
2
2
2
3
3
Low or
4.5
1
2
2
3
3
3
Medium
6.0
1
2
2
3
3
4
3.0
1
2
2
3
3
4
4.5
1
2
3
3
4
4
High
6.0
2
2
3
3
4
5
3.0
2
2
3
4
4
5
4.5
2
2
3
4
4
5
Very High
6.0
2
2
3
4
4
5
3.0
2
3
4
4
5
6
4.5
2
3
4
4
5
6
Extra High
6.0
2
3
4
5
5
6
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JAMB STUD
REQUIREMENTS
12.05.2015
PAGE: 17
VERSION: 1.3
Sh
ow
er
wid
th
Either use 150x30 top plate
stiffener or 180 flat plate
to base of shower
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BOTTOM PLATE SHOWER
NOGGING
PAGE: 18
12.05.2015
VERSION: 1.3
10G hex head
10G hex head
Adjoining Connection
10G hex head
10G flat head
135° bent plate
Angled Corner
90° Connection
10G hex head
0.75x45x45 90° bent plate
10G flat head
Intersection Wall
Abutting Connection
0.75x45x45 90° bent plate
0.75 x90x90 135° bent plate
0.75x150x30 top plate stiffener
Standard Steel Plates Used For Construction
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WALL CONNECTIONS AND
STEEL PLATES
PAGE: 19
12.05.2015
VERSION: 1.3
Truncated Truss
(see next page)
D12
P23
D11
P23
D16
P26
Standard/Typical Truss
(see next page)
Hip/valley nogging
(see page 14)
Jack Truss
(see next page)
Truncated Girder Truss
(see next page)
Hip Truss
(see next page)
Outrigger
Soffit
sprocket
D13
P25
D12
P25
Soffit
ribbon
D15
P26
Creeper Truss
(see next page)
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TYPICAL HIP-END TRUSS
LAYOUT
PAGE: 20
12.05.2015
VERSION: 1.3
D08
P22
Apex (Intersecting
point of top chords at
the truss peak)
Webs (Continuous
sections distributing load
to the bottom chord)
Collar tie (Horizontal
section to stiffen web
and top chord junction)
Heel (Vertical at
top to bottom
chord junction)
Top chord (Continuous
angled section along
top of truss)
Bottom chord
(Continuous
horizontal section at
bottom of truss)
Standard/Typical Truss
D09
P22
Top chord
Knee
Webs
D10
P22
Bottom chord
Heel
Truncated Truss
Top chord
Vertical webs for perpendicular
truss fixing
Webs
Bottom chord
Heel
Truncated Girder Truss
Extended top chord
NOTE: Sections to be cut and
assembled on site to suit,
shown in grey:
-Soffit web
-Soffit sprocket
Webs
Heel
Bottom chord
Soffit web
(cut and fixed on site to suit)
Soffit heel
Soffit sprocket
(cut and bent on site to suit)
Hip Truss
Extended top chord
Extended top chord
Heel
Webs
Bottom chord
Heel
Soffit sprocket
(cut and bent on site to suit)
Creeper Truss
Jack Truss
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TRUSS TYPES
12.05.2015
PAGE: 21
VERSION: 1.3
Horizontal top chord
swaged into diagonal
top chord section
Top chords swaged
together at apex
Collar tie swaged
into top chord
Webs swaged into
top chord
Webs swaged
into top chords
Web continunous
connection punched
through collar tie
Webs swaged into
bottom chord
D08 Apex Connections
D09 Knee Connections
Extra screw placed here.
Ensure 15mm edge distance
Top chord
Top chord
extra dimple placed to indicate
an extra screw is required each
side of web to chord joint.
Total of 4 screws per joint max.
Web swaged in
to bottom chord
Heel swaged in to
bottom chord and
top chord
Truss webs
Bottom chord
D10 Heel Connection
Extra Screw Connections
NOTE: Ensure when erecting
trusses that webs land directly
on load-bearing wall(s)
If webs don’t land on load-bearing wall(s), place
a C section on both sides of the truss and fix to
top and bottom chords and webs with 2/10G
Hex screws at each connection
Top plate packer and H-bracket as
per standard truss to top plate
connection detail (see page 15)
Truss web
Load-bearing wall
Load-bearing wall
Truss Positioning to Load-Bearing Walls
Truss Positioning to Load-Bearing Walls
Remedial
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TRUSS CONNECTIONS
12.05.2015
PAGE: 22
VERSION: 1.3
Top chord
Jack truss extended top chord and
H-bracket, fixed with 2/10G Hex
screws
H-bracket
H-bracket fixed to collar tie or webs
with 2/10G Hex screws
Collar tie
Web
D11a Hip-end Jack Truss Top Chord to Apex Connection
Truncated truss
top chord
Jack truss extended
top chord
H-bracket fixed to jack truss
extended top chord with 2/10G
Hex screws
Truncated truss webs
D12 Jack Truss Top Chord to Truncated Truss Connection
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JACK TRUSS RAFTER
CONNECTIONS
12.05.2015
PAGE: 23
VERSION: 1.3
C-sections cut on site to suit, fixed to truss
top chords with 2/10G Hex or phillips screws each
and jack truss extended top chord with
2/10G Hex or phillips screws
Top chord
H-bracket
Collar tie
Web
D11b Hip/Valley Section to Apex Connection*
flange and lip removed on site with
tin snips as required to sit over trusses
C-sections cut on site to suit, fixed to
truncated truss top chord with 2/10G
Hex or phillips screws and jack truss extended
top chord with 2/10G Hex or phillips screws
Truncated truss
top chord
C-sections cut on site to suit, fixed to
truncated truss top chord with 2/10G
Hex or phillips screws and jack truss extended
top chord with 2/10G Hex or phillips screws
Truncated girder truss
top chord
Jack truss top chord
Hip truss top chord in
foreground
Jack truss extended
top chord
Jack truss web
Jack truss web
Jack truss bottom chord
Truncated truss web
Hip truss web in foreground
Hip truss bottom chord
in foreground
Hip/Valley Section
to Truncated Truss*
Hip/Valley Section to
Truncated Girder and Jack Truss*
*NOTE: Hip/valley C-sections only
required for pressed metal tile roofing
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HIP AND VALLEY
NOGGING
12.05.2015
PAGE: 24
VERSION: 1.3
REFER TO TRUSS FIXINGS SHEET FOR
ANY SPECIFIC FIXING REQUIREMENTS
ABOVE THE BELOW MENTIONED.
a
sp
ck
Ba
n
=
r
ve
O
ha
ng
H-Bracket fixed to truss and
top plate with 2/10G Hex
screws to each member
Outrigger fixed to right side of truss
top-chord with 10G Hex screws
@300crs (when viewing truss from
building exterior). This assists with
fascia bracket fixing
Sprocket fixed to ribbon with 2/10G
Hex screws, 1 at top and 1 at bottom
Top plate packer placed between
truss and loadbearing wall
screwed in place
Soffit sprocket cut on site to
suit soffit drop, fix to outrigger
with 2/10G Hex screws
Unlipped C section soffit
ribbon screwed to each stud
with 10G Hex screws
D12 Truss to Top Plate Connection & Soffit Detail
*NOTE: The soffit ribbon can either be a piece
of unlipped section or a piece of 45x45 L bend
as per the 2 details on this page.
2/10G Hex screws from
bracket to truss
Please note that the soffit ribbon needs to be
installed over the thermal break and building
paper. The soffit framing must be in place before
the fascia is fixed as to allow for adequate
fascia bracket fixing
Thermal break and building paper isnt shown
to aid clarity.
2/10G Hex screws from
bracket to top plate
45x45 90° bend soffit
ribbon screwed to each stud
with 10G Hex screws
Soffit Ribbon Option Detail
Top Plate Packer
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SOFFIT CONSTRUCTION
PAGE: 25
12.05.2015
VERSION: 1.3
Truncated girder truss
2/10G Tek screws connecting
jack truss to girder web at top
2/10G Tek screws connecting jack
truss to girder web at bottom
Jack truss
D13 Jack Truss to Truncated Girder Truss Connection
Typical truss
Girder truss
2/10G Tek screws connecting
truss to girder web at top
2/10G Tek screws connecting
truss to girder web at bottom
Truss to Girder Truss Connection
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TRUSS TO TRUSS
CONNECTIONS
12.05.2015
PAGE: 26
VERSION: 1.3
Truncated truss
2/10G Tek screws connecting hip
truss to truncated truss web at top
2/10G Tek screws connecting hip
truss to truncated truss web at bottom
Jack truss
Hip truss
hip truss top chord and webs not shown for clarity
D16 Hip Truss to Truncated Truss Connection
(45°)
Creeper truss
2/ 10G Hex screws fixed
through creeper truss to
hip truss web
Hip truss
Fix creeper truss soffit sprocket to
soffit ribbon with 10G Hex screw
Creeper truss top
chord in foreground
wall not shown for clarity
D15 Creeper Truss to Hip Truss Connection
(45°)
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CREEPER TRUSS
12.05.2015
PAGE: 27
VERSION: 1.3
Gable frame fixed to common truss
with 10G Hex screws @ 600mm crs MAX
See Gable frame to Gable truss connection
outriggers in gable frame
to be continuous
Gable end truss
top chord dropped by 89mm to allow
for gable frame to sit on top
Gable frame / ladder
H-bracket fixed to gable truss
and outrigger with 2/10G
Hex screws per face per outrigger
Common truss
Gable End Barge Construction
Gable Frame to Gable Truss Connection
fascia fixed directly
to end of gable frame,
OR
end C section removed
and fascia brackets used
OR
fascia brackets bent to suit
Cantilevered roof panel fixed to
stepped down truss with H Bracket
2/10g Hex screws to rafter,
2/10g Hex screws each side of H bracket
to top chord of truss.
Cantilevered roof panel fixed to
side of truss with 10g Hex screws
@ 600cc max.
Nog positioned for
soffit lining fixing
Common truss
Gable end truss
top chord dropped by 89mm to allow
for gable frame to sit on top
Common truss
Gable end truss
C-section runner fixed to truss
bottom chords with H-bracket
and 2/10G Hex screws per face
Angled C-section brace fixed to
gable end truss web with 2/10G
Hex screws and to horizontal
runner with 2/10G Hex screws
Gable End Truss Bracing
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GABLE END
CONSTRUCTION
12.05.2015
PAGE: 28
VERSION: 1.3
Gable Panel/Ladder
er
g
han
Wall top plate
Ov
pan
=
2
gx
han
er
Ov
Outrigger fixed to right side
of mono pitch truss on site
with 10G Hex screws at
300mm crs max
s
ack
B
Gable panel/ladder fixed to
wall top plate with H-Brackets
at every intersection
(see detail P17)
50x50x0.75mm 90° angle fixed
to wall and ceiling battens
50x50x0.75mm 90° bend
for soffit fixing and wall
cladding
(optional)
Gable panel/ladder
fixed to rafter with
10G Hex screws at
600mm crs
Interior
Rafter
H-bracket fixed to truss
with 2/10G Hex screws
and to top plate with
2/10G Hex screws
Exterior
35mm ceiling batten
Top plate packer between
truss and top plate
Mono Pitch Verge Construction
Mono-Pitch Raking Soffit Detail
Mono pitch truss
Wall and/or lintel
35mm ceiling batten placed as
required for cladding fixing
fixed to truss with 10G HEX screws
Truss fixed to wall with 2/10G Hex
screws at the top and 2/10G Hex
screws at the bottom
Mono pitch truss
Top plate packer and H-bracket
as per standard truss fixing detail
soffit outrigger not visible for clarity
Mono Pitch - Cladding Nogging Construction
Mono Pitch Truss to High Wall Connection
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MONO PITCH
CONSTRUCTION
12.05.2015
PAGE: 29
VERSION: 1.3
Ceiling batten joint
35mm Ceiling battens fixed to
underside of truss bottom
chords with 2/10G screws to
each batten
Truss bottom chord
2/10G screws at each end
required when lapping battens,
300mm minimum lap
Ceiling Batten joint
(lap)
Ceiling Batten joint
(on a truss)
35mm Ceiling batten fixed
to angle with 10G screw
45x45 90° bend angle
Ceiling Batten to 90° Bend Angle
4/10G screw connection to
truss bottom chords required when
using the fall protection system
Truss bottom chord
35mm Ceiling battens fixed to
underside of truss bottom
chords with 2/10G screws
Ceiling Batten to Truss Connection
(if used with fall restraint system)
Truss bottom chord
*Ceiling Batten to Truss Connection
(Standard)
*Connection detail as per
NASH 3405:2011 Section 13.1
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CEILING BATTEN
CONNECTIONS
12.05.2015
PAGE: 30
VERSION: 1.3
DPC between timber and truss
Timber purlin joins to be butted
at centre line of truss, fix with
2/10G x65 CSK screws
DPC between timber and truss
Truss top chords
Timber purlin fixed to trusses
with 2/10G x65 CSK screws
as per NZS3604:2011
m
0m .
n
mi
30
Steel top-hat purlins fixed to
trusses with 2/10G screws
per truss
When lapping required, 300mm
minimum lap is required with 4/10G
screws (2 at each end of lap)
Purlin to Truss Connections
*Connection detail as per NASH
3405:2011 Section 10.2.4
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PURLIN CONNECTIONS
12.05.2015
PAGE: 31
VERSION: 1.3
REFER TO TRUSS FIXINGS SHEET FOR
ANY SPECIFIC FIXING REQUIREMENTS
ABOVE THE BELOW MENTIONED.
Timber wall, designed
and supplied by others
H-Bracket fixed to truss and
top plate with 2/10G Hex
screws to each member
SOFFIT FRAMING NOT SHOWN FOR CLARITY
Top plate packer placed between
truss and loadbearing wall
screwed in place
STEEL TRUSS TO TIMBER WALL
OPTION 1
CPC40 fixed one side of truss
fixed to wall with 2/10G type 17
fixed to truss with 2/10G hex
Top plate packer placed between
truss and loadbearing wall
screwed in place or 140x35
Extra Top Plate
Timber wall, designed
and supplied by others
STEEL TRUSS TO TIMBER WALL
OPTION 2
CPC40 fixed one side of truss
fixed to wall with 2/10G type 17
fixed to truss with 2/10G hex
95mm thick H3.1 solid
timber wall or similar
Ensure a suitable barrier is placed between all
-CCA treated timber
-Copper
-Brass
-Concrete
and galvanised steel.
Steel truss
STEEL TRUSS TO FRAEMOHS WALL
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STEEL TRUSS TO
TIMBER WALL
12.05.2015
PAGE: 32
VERSION: 1.3
REFER TO TRUSS FIXINGS SHEET FOR
ANY SPECIFIC FIXING REQUIREMENTS
ABOVE THE BELOW MENTIONED.
H-Bracket fixed to truss and
top plate with 2/10G hex
screws to each member
Top plate packer placed between
truss and loadbearing wall
screwed in place
Diagonal member placed at every
second truss screwed with
2/10G hex screws at each end.
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MONO PITCH BRACING
12.05.2015
PAGE: 33
VERSION: 1.3
REFER TO TRUSS FIXINGS SHEET FOR
ANY SPECIFIC FIXING REQUIREMENTS
ABOVE THE BELOW MENTIONED.
Deep C rafter
Top plate packer placed between
rafter and loadbearing wall
screwed in place
H-Bracket fixed to raffter and
top plate with 2/10G hex
screws to each member
45x45 90° bend used for soffit fixing,
if required
Outrigger
Top plate
Mono-Soffit Construction
Deep C rafter
H-Bracket fixed to raffter and
top plate with 2/10G hex
screws to each member
Top plate
Top plate packer placed between
rafter and loadbearing wall
screwed in place
Deep C Rafter To Wall Connection
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DEEP C RAFTER TO WALL
PAGE: 34
12.05.2015
VERSION: 1.3
REFER TO TRUSS FIXINGS SHEET FOR
ANY SPECIFIC FIXING REQUIREMENTS
ABOVE THE BELOW MENTIONED.
Top plate packer placed between
truss and loadbearing wall
screwed in place
25mm wide roof strap brace
length cut to suit
Truss fixed to wall with
6/10G hex screws into truss
and 6/10G hex screws into studs.
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GIRDER TRUSS TO WALL
PAGE: 35
12.05.2015
VERSION: 1.3
MSS 200/12 Rafter or similar
70x45 Rad SG8 H1.2 MG KD purlin
fixings as per purlins fixings sheet
25x105mm thermal break 15mm wider
then the rafter both sides
25x105mm thermal break
89mm C Section outrigger
fixed through thermal break
into metalcraft rafter with
10G screws @ 600crs
Selected Fascia
35mm ceiling batten used as
packing for soffit and gable
(not supplied by CCL)
(size dependant on fascia)
DEEP C RAFTER THERMAL BREAK
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DEEP C RAFTER THERMAL
BREAK
PAGE: 36
12.05.2015
VERSION: 1.3
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Axxis Durability
Statement
APPENDIX PAGE: 1
12.05.2015
VERSION: 1.3
[email protected]
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Axxis Durability
Statement
APPENDIX PAGE: 2
30.04.2015
VERSION: 1.3
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Axxis Durability
Statement
APPENDIX PAGE: 3
30.04.2015
VERSION: 1.3
[email protected]
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MSL STEEL FRAMING
SCREWS
APPENDIX PAGE: 4
30.04.2015
VERSION: 1.3
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MSL STEEL FRAMING
SCREWS
APPENDIX PAGE: 5
30.04.2015
VERSION: 1.3
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GIB / NASH BRACING
SPECIFICATION
APPENDIX PAGE: 6
28.04.2015
VERSION: 1.2
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Fx +64 3 323 8442
GIB / NASH BRACING
SPECIFICATION
APPENDIX PAGE: 7
28.04.2015
VERSION: 1.2
[email protected]
Ph +64 3 375 9009
Fx +64 3 323 8442
GIB / NASH BRACING
SPECIFICATION
APPENDIX PAGE: 8
28.04.2015
VERSION: 1.2
[email protected]
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Fx +64 3 323 8442
GIB / NASH BRACING
SPECIFICATION
APPENDIX PAGE: 9
28.04.2015
VERSION: 1.2
[email protected]
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XXXXXXXXXXXXXX
APPENDIX PAGE: 10
12.05.2015
VERSION: 1.3
Pink Batts Insulation For Steel Framed Walls
https://www.dropbox.com/s/vtpauqdlx5t6z4r/PINK%C2%AE%20BATTS%C2%AE%20INSULATION%
20FOR%20STEEL%20FRAMED%20WALLS.pdf?dl=0
James Hardie Steel Framing
https://www.dropbox.com/s/993sagb24a9jwm0/James%20Hardie%20Steel%20Framing%20Guide.pdf?dl=0
https://www.dropbox.com/s/0910akx1xvb2ae8/james%20hardie%20Steel%20framing%20supplement.pdf?dl=0
or
http://www.jameshardie.co.nz/index.php/page/1046/pi_brochureid/149
CHH Shadowclad Installation to Steel Frame v2
https://www.dropbox.com/s/o28ameqduq8qo01/CHH_Shadowclad_Installation%20to%20Steel_Frame_v2.pdf?dl=0
or
http://www.chhwoodproducts.co.nz/download_library_file.cfm?l=595147&f=2D0D19171A12040D
CCL Tips and Tricks for Designers
https://www.dropbox.com/s/e1tmdm1il3iuj87/TIPS%20and%20TRICKS%20for%20Designers%20V1.4.pdf?dl=0
Metrotile Steel Battens on Steel Trusses
https://www.dropbox.com/s/2ozpsd4rhe3zc7r/Metrotile%20Steel%20Battens%20over%20Steel%20Rafters%20%20March%202013.pdf?dl=0
CAVTBAT R
http://www.cavibat.co.nz/downloads/cavibat_r_brochure.pdf
NASH N-11
http://nashnz.org.nz/wp-content/uploads/2014/05/Download-N-11-House-Insulation-Guide.pdf
NASH N-13
http://nashnz.org.nz/wp-content/uploads/2014/05/Download-N-13-NASH-Brick-Installation.pdf
Axxis Steel For Framing Video Tips
http://www.nzsteel.co.nz/products/axxis%C2%AE-steel-for-framing/video-tips/
Mammoth Thermal Break
http://mammoth.co.nz/range/mammoth-thermal-break
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REFERENCES
APPENDIX PAGE: 11
12.05.2015
VERSION: 1.3