self installation manual

Transcription

SELF INSTALLATION MANUAL
www.SipsEco.co.uk
INTRODUCTION TO SIPS ECO PANELS
CONTENTS
GENERIC FOUNDATION LOCATION PLAN (FLP)
IMPORTANT INFORMATION
FOUNDATION LOCATION PLAN
2
TYPICAL EXTERNAL
WALL CONSTRUCTION
3
EXTERNAL SOLEPLATE DETAIL
4
INTERNAL SOLEPLATE DETAIL
5
SOLEPLATE UPSTAND IMAGES
6
HOLDING DOWN STRAP DETAILS
6
STEEL POST UPSTAND DETAIL
7
STEEL POST FIXING PROCEDURE
8
PANEL TO PANEL CONNECTION
9
OPENINGS AND FIXINGS
10
JUNCTION DETAILS
11
METAL WEB JOISTS IMAGES
11
JOIST DETAILS
12
WINDOW FIXING DETAILS
13
ROOF DETAILS
14
ROOF PURLINS SUPPORTING
ROOF PANELS
14
RENDER SYSTEM WITH NO CAVITY 15
CONSTRUCTION METHODS
FOR Sips Eco Panels
16
VERSATILITY OF Sips Eco Panels
16
INNOVATIVE DESIGNS
WITH Sips Eco Panels
FC
■ S ips Eco Panels are pre-engineered, insulated, load bearing panels, which form
the exterior envelope of the building.
■ Sips Eco Panels replace traditional construction methods by combining structure,
insulation, air and vapour barriers into one component.
■ Air leakage associated with traditional construction and timber frame is virtually
eliminated when using Sips Eco Panels. The insulation is continuous eliminating
thermal bridges and providing the end user with comfort and low energy costs.
■ Sips Eco Panels are stronger than conventional timber frame construction.
They are recognised for resistance to lateral loads caused by high winds and
even earthquakes.
■ Sips Eco Panels are lightweight and easy to install, but they sound solid. This
means a solid andconsistent quality.
■ The speed of assembly combined with energy savings benefits and eco friendly
construction makes them the logical choice.
■ Sips Eco Panels are composed of expanded polystyrene insulation laminated
between 2 sheets of OSB (oriented strand board).
■ The strength of all connection details and components that tie Sips Eco Panels
to all other structural elements must be selected to ensure adequate vertical
and horizontal load paths within the structure.
■ The specification and design of these items must be determined by the building
engineer responsible for the stability of the building. Guidance on the design of
connection details must be sought from Sips Eco Panels
■ In general Sips Eco Panels do not incorporate lintels. Spanning over openings
is achieved through the use of rim beams at floor or roof level. The sizing and
bearing of the spanning rim beam shall be determined in the design process.
In some cases lintels will be required below high point loads.
■ Sips Eco Panels are packaged for weather protection. When they arrive on site,
they should be stored on level blocking. They must be protected from rain,
snow or morning dew. By taking these measures, the panels will be easier
to install.
■ Panels are joined together using splines. The panel joints must be structurally
fastened to ensure the integrity of the panel system
■ Panel annotations (where relevant) on drawings show a reference number and
this number must face to the outside of the building when panels are being
installed.
■ Screws are used to fasten panels.
■ Please read the manual and consult the manufacturer for instructions.
■ Read the manual in numerical order.
NON SHADED WALL
DENOTES NON-LOAD
BEARING WALL
DENOTES STEEL POST
AND POINT LOAD
SHADED WALL DENOTES
LOAD BEARING WALLS
INSTALLATION
AND REFERENCE MANUAL
RESIDENTIAL WALLS, ROOFS, FLOORS, EXTENSIONS & GARDEN BUILDINGS
■
■
■
■
■
■
■
■
■
TOOLS NEEDED
omply with the current Building Regulations subject to use.
C
Follow the instructions provided by the manufacturer.
Handle the panels with care.
Provide solid level platform for storage of panels.
Cover the panels from moisture when not in use.
Remove debris from panel connection areas prior to panel placement.
Keep timber studs indoors or protected to prevent swelling.
Fit vapour control layer VCL to inside face of Sips Eco Panels.
Fit breather membrane to external face of Sips Eco Panels.
DON’T
■ Cut into the skin of the panels without approval from the manufacturer.
■ Insert wiring without adequate protection and approval from the manufacturer.
■ Cut out openings for windows and doors without approval from manufacturer.
■ T
o build with Sips Eco Panels all you
need are regular carpentry tools plus
a FEIN MULTIMASTER or similar or
hot knife and expanding foam.
■ A FEIN MULTIMASTER or similar or
hot knife are tools for routing out
grooves in the EPS and are needed
whenever Sips Eco Panels need to be
cut to size.
■ Heavy duty foam gun ensures easy
application and long term use.
■ Expanding foam is used to seal all
connections between individual
panels and top and bottom plates
ensuring the structural integrity of
the system.
DENOTES POINT LOAD
- USUALLY TIMBER
POSTS
Work to written dimensions only.
DO NOT SCALE. If in doubt ask.
i1
ISSUE 9
2014
DO
GENERIC FOUNDATION
LOCATION PLAN (FLP)
Work to written dimensions only. DO NOT SCALE. If in doubt ask.
01787 377388 admin@sipseco.co.uk SipsEco.co.uk
1
Self Installation Manual: Issue 9. 2015
2
GENERIC TYPICAL EXTERNAL WALL BUILD UP
THE EXTERNALTHE
WALL
CONSISTS
OF TWO
PARTS;OF TWO PARTS;
EXTERNAL
WALL
CONSISTS
THE LOADBEARING
Eco PanelsSips
& THE
OUTER
- THIS
MAY BE A- THIS
HEAVYWEIGHT
CLADDING SUCH
AS
THE Sips
LOADBEARING
Eco
PanelsCLADDING
& THE OUTER
CLADDING
MAY BE A HEAVYWEIGHT
CLADDING
SUCH AS
BRICKWORK SUPPORTED
INDEPENDENTLY
OFF OF FOUNDATIONS,
OR A LIGHTWEIGHT
ATTACHED
TO ATTACHED TO
BRICKWORK
SUPPORTED INDEPENDENTLY
OFF OF FOUNDATIONS,
OR ACLADDING
LIGHTWEIGHT
CLADDING
THE TIMBER FRAME
SUCH AS;
RENDER,
HANGING
TILESHANGING
OR TIMBER
BOARDING.
THE TIMBER
FRAME
SUCH
AS; RENDER,
TILES
OR TIMBER BOARDING.
Sips Eco Panels
GROUND FLOOR EXTERNAL SOLEPLATE DETAIL
Sips Eco Panels recommends the brickwork should not be started
before the sips frame has been erected.
Restraint straps (supplied by Sips Eco Panels
to be fixed at 1200mm c/c. built into brickwork
and set below lean mix concrete cavity fill (if
required). these must be fitted by bricklayer to
suit brick courses.
Sips Eco PanelsSips Eco Panels
BATTENS FOR SERVICE
BATTENSVOID
FOR SERVICE VOID
(WHERE REQUIRED).
(WHERE REQUIRED).
HOLDING DOWNHOLDING
STRAPS DOWN
SUPPLIED
STRAPS
BY SUPPLIED BY
BREATHER
Sips Eco PanelsSips
ANDEco
FIXED
Panels
BY AND FIXED BY
MEMBRANE
BRICKWORK CONTRACTOR.
BRICKWORK CONTRACTOR.
FLOOR FINISH FLOOR FINISH
ground level 150mm below lowest timber
FLOOR DPM LAPPED
FLOOR DPM LAPPED
WITH DPC AND WITH
TURNED
DPCUP
AND TURNED UP
TO LAP WITH VAPOUR
TO LAP WITH VAPOUR
CONTROL LAYER.
CONTROL LAYER.
THE CONSTRUCTION
THE CONSTRUCTION
OF EXTERNAL WALLS
OF EXTERNAL
MUST COMPLY
WALLS MUST
WITH COMPLY WITH
APPROVED DOCUMENT
APPROVED
B OF
DOCUMENT
THE BUILDING
B OFREGULATIONS
THE BUILDING IN
REGULATIONS
MANY
IN MANY
CASES. PARTICULARLY
CASES. PARTICULARLY
IF THE CLADDING
IF THE
IS COMBUSTIBLE
CLADDING IS AND
COMBUSTIBLE AND
WITHIN 1M OF THE
WITHIN
BOUNDARY,
1M OF THE
WITH
BOUNDARY,
PARTICULAR
WITH
ATTENTION
PARTICULAR
TO ATTENTION TO
PART B4 HIGHLIGHTING
PART B4 THE
HIGHLIGHTING
SPECIFIC MINIMUM
THE SPECIFIC
REQUIREMENTS
MINIMUM REQUIREMENTS
OF
OF
FIRE RESISTANCE.THIS
FIRE RESISTANCE.THIS
INCLUDES OPENABLE
INCLUDES
AREAS.
OPENABLE AREAS.
ISSUE 9
2014
GENERIC
GENERIC
TYPICAL
TYPICAL
i2 i2EXTERNAL
EXTERNAL
WALL BUILD
WALL BUILD
UP
UP
ISSUE 9
2014
clear
cavity
FFL
D.P.C.
FFL
D.P.C.
D.P.C.
min 225mm ventilated void
to suit ground conditions.
Work to written
dimensions only.
DO NOT SCALE.
If in doubt ask.
EXTERNAL
440 x floor f
Concrete Blo
bedding - to
D.P.C.
also be used
min 225mm ventilated void
N.B. The blo
to suit ground conditions.
amount due
and the erec
over the out
water pondin
that to avoid
EXTERNAL WALL
and frame (c
440 x floor finish x wall width. 7N/mm2 Dense
may query th
Concrete Blocks, Density 1950kg/m3 on 15mm Mortar
bedding - total 155mm upstand. Concrete upstand can
checked with
also be used with a GEN1 mix.'
Inspector.
N.B. The block may overhang the cavity by a small
amount due to difference in width from the SIP panel
and the erectors must ensure that the DPC is lapped
over the outside face of the coursing bricks to stop
water ponding on top of the overhang. It is possible
that to avoid this the block could be flush with the floor
and frame (cavity side), but a Building Inspector
may query the internal cold bridge - this should be
checked with your Building Control and / or Insurance
Inspector.
Foundations to suit ground conditions. Typically 450/600 x
minimum depth as shown on mass concrete foundations
taken down to bear into virgin suitable stratum. Foundations
also to be taken down min. 300 below any root presence.
Work to written dimensions
Workonly.
to written
DO NOT
dimensions
SCALE. only.
If in doubt
DO NOT
ask.SCALE. If in doubt ask.
Upstands must be dense concrete blocks or concrete. These are
built to the same height as the finished floor for external and
internal walls.
3
D.P.C.
not a brick course
SOLEPLATE
UPSTAND
IMAGES
DPC
min. 225
VENTILATED VENTILATED
CAVITY
CAVITY DPC
SOLEPLATE - THIS
PROVIDES
A LEVEL
SOLEPLATE
- THIS
PROVIDES A LEVEL
AND ACCURATEAND
POSITIONED
BASE
ON
ACCURATE
POSITIONED
BASE ON
WHICH THE SUPERSTRUCTURE
WILL BE FIXED, WILL BE FIXED,
WHICH THE SUPERSTRUCTURE
INCLUDING THEINCLUDING
FLOOR IN THE
OFIN THE CASE OF
THECASE
FLOOR
SUSPENDED TIMBER
GROUND
FLOORS.
SUSPENDED
TIMBER
GROUND FLOORS.
IT ALSO PROVIDES
A NAILING
PLATE
FOR
IT ALSO
PROVIDES
A NAILING
PLATE FOR
THE SIPS PANEL
AND
PROTECTS
THEPROTECTS
DPC.
THE
SIPS
PANEL AND
THE DPC.
DPC
D.P.C.
300 min.
DPC
min.150
ground level 150mm below lowest timber
300 min.
open perpends
at 1500mm c/c
SIMPSON STRONGTIE
SWT50
WALL SWT50 WALL
SIMPSON
STRONGTIE
TIES OR SIMILAR
SPACED
AT MAX
TIES
OR SIMILAR
SPACED AT MAX
600c/c HORIZONTALLY
AND 450c/c
600c/c HORIZONTALLY
AND 450c/c
VERTICALLY. VERTICALLY.
FINISHED
GROUND
LEVEL
clear
cavity
min.150
OPEN PERPENDS
TO PERPENDS TO
OPEN
VENTILATE ANDVENTILATE
DRAIN
AND DRAIN
THE CAVITY SPACED
THE CAVITY SPACED
AT MAX. 1500mm
ATC/C
MAX. 1500mm C/C
FINISHED
GROUND
LEVEL
screed on
vapour barrier on
insulation on
d.p.m lapped with wall vapour barrier on
structural base
not a brick course
VAPOUR CONTROL
LAYER
VAPOUR
CONTROL LAYER
(VCL) [BEHIND] (VCL) [BEHIND]
open perpends
at 1500mm c/c
Restraint straps (supplied by Sips Eco Panels
to be fixed at 1200mm c/c. built into brickwork
and set below lean mix concrete cavity fill (if
required). these must be fitted by bricklayer to
suit brick courses.
min. 225
BREATHER
MEMBRANE
d.p.m lapped wi
Sips Eco Panels
Foundations to suit ground conditions. Typically 450/600 x
minimum depth as shown on mass concrete foundations
taken down to bear into virgin suitable stratum. Foundations
also to be taken down min. 300 below any root presence.
For foundation setting out refer to foundation location plan (FLP).
This drawing shows traditional trench fill foundations and is not site specific.Floor and
foundation depths/design to be approved by the building inspector and to suit local
ground conditions.
This drawing is to be read in conjunction with the Building Regulations notes and
drawings.
For foundation setting out refer to foundation
location
plan
House
setting
out(FLP).
relies on (FFL) Finished Floor Level = external DPC level.
This drawing shows traditional trench fill Top
foundations
and is may
not site
specific.Floor
of soleplate
require
cutting and
out at internal and external door positions.
foundation depths/design to be approvedNo
by brickwork
the buildingisinspector
and to suit local DPC level (to external cavity skin) until after
to be constructedbelow
ground conditions.
the SIP frame has been erected (to ensure that a nominal 50mm cavity is maintained
This drawing is to be read in conjunction with the Building Regulations notes and
between sip frame and outer skin).
drawings.
House setting out relies on (FFL) Finished Floor Level = external DPC level.
Top of soleplate may require cutting out at internal and external door positions.
No brickwork is to be constructedbelow DPC level (to external cavity skin) until after
the SIP frame has been erected (to ensure that a nominal 50mm cavity is maintained
between sip frame and outer skin).
4
GROUND FLOORPASINTERNAL
SOLEPLATE
DETAIL
SCREW 41
63
63 nails used to
63mm PAS
Paslode
63mm
Paslode
PAS
63
fix bottom plates
to nails used to
fix
bottom
plates
to to
63mm
Paslode
nails
soleplates at 300mm used
crs.
soleplates
at 300mm crs.
fix bottom
plates to
95mm internal non
95mmpanel
internal
loadbearing
on non
loadbearing
panel on
95mm
20mm internal
x 95mmnon
soleplate
20mm
x
95mm
loadbearing panel on soleplate
20mm x 95mm soleplate
soleplates at 300mm crs.
HOLDING DOWN STRAP DETAILS
SCREW
41
35 X 3.5mm
woodscrews
for
35
X
3.5mm
woodscrews
for
SCREW
41
fixing panels to splines
and
fixing
panels
to splines
35
3.5mm
woodscrews
topXand
bottom
plates
at for and
top
fixing panels
tobottom
splines
and at
200mm
crsand
and
50mmplates
in
200mm
and at
50mm in
top
bottomcrs
plates
fromand
end.
200mmfrom
crs end.
and 50mm in
M10
M10 Nylon frame fixings x
100mm at 440mm crs for
fixing 45mm soleplate to
concrete slab.
from end.
DPC
FFM8
FrameFFM8
anchors M8. 8 x
anchors
M8. 8 x
FFM8
60mm Frame
at 400mm
crs for
60mm
at
400mm
Frame
anchors to
M8. 8 x crs for
fixing soleplate
fixing
soleplate
to
60mm at 400mm
crs for
block/concrete
upstand.
block/concrete
upstand.
fixing soleplate to
block/concrete upstand.
DPC
7N
BLOCK 7N
BLOCK
7N
BLOCK
INTERNAL UPSTAND
INTERNAL
UPSTAND
7N/mm2
dense concrete
blocks,
dense
concrete
blocks,
INTERNAL
UPSTAND
Density7N/mm2
1950kg/m3
x width
of panel
Density
x width of panel
7N/mm2
dense1950kg/m3
concrete
blocks,
over, on
15mm
Mortar
bedding
on 15mm
Mortar
Density
1950kg/m3
x width
ofbedding
panel
formingover,
upstand.
Concrete
upstand
forming
upstand.
Concrete
upstand
over,also
on
15mm
Mortar
can
be used
with abedding
GEN1 mix.'
also beConcrete
used withupstand
a GEN1 mix.'
formingcan
upstand.
Internal partition
Internal partition
20mm x 95mm treated
20mm x 95mm treated
soleplate
20mm soleplate
x 95mm treated
soleplate
Internal partition
D.P.C.
D.P.C.
D.P.C.
F.F.L.
F.F.L.
Screed/floor finish
F.F.L.
Screed/floor finish
Screed/floor finish
DPM
DPM
Concrete slab
DPM
Concrete slab
Concrete slab
7N
dense 7N
dense
7N
concrete
dense concrete
block
block
concrete
block
EXTERNAL WALL UPSTAND
7N/mm2 Dense Concrete
Blocks, Density 1950kg/m3 x
width of panel over, on 15mm
Mortar bedding forming
upstand. Concrete upstand
can also be used with a GEN1
mix.
Underside of
soleplate must
be level with
FFL
Treated
soleplate
F.F.L. DPC
D.P.C.
FFL
7N DENSE
CONCRETE
BLOCK
SCREED/FLOORING
Insulation
Insulation
Insulation
DPM
DPM
HDGS-1100-100-B
Restraint strap
Sips Eco Panels
can also be used with a GEN1 mix.'
INNOVATIVE DESIGNS
FROM Sips Eco Panels
External skin shown
indicative. Detailed and
supplied by others.
150
DPC
M8
M8 Nylon frame fixings
x 60 at 440mm crs for
fixing 20mm soleplate
to concrete slab.
THIS DRAWING IS NOT
SITE SPECIFIC. REFER TO
RELEVANT DRAWINGS
PERTAINING TO THE
PROJECT YOU ARE
WORKING ON.
INSULATION
GROUND
LEVEL
STRUCTURAL
BASE
DPM
Alternative holding
down detail.
Fischer FBS6 concrete
screw or equal and
approved to give safe
working uplift force ˃ 3KN
D.P.C.
min 35mm
FIXING OF SOLEPLATES
OF SOLEPLATES
20mm FIXING
x Sips panel
width fixed with nylon frame fixings
20mm
x
Sips panel
fixed
withpanel
nylonwidth
framefixed
fixings
M8 x 60mm
at 440mm
crs.width
45mm
x Sips
FIXING
OF SOLEPLATES
M8
x
60mm
at
440mm
crs.
45mm
x
Sips
panel
width
fixed
20mm
x Sips
panel
widthM10
fixed
with nylon
frame fixings
with
nylon
frame
fixings
x 100mm
at 440mm
crs.
with
nylon
frame
fixings
M10
x
100mm
at
440mm
crs.
M8 x 60mm
at 440mm
45mm
x Sips
panel
width
fixed
45mm
x 95mm
base railcrs.
from
panel
is then
located
centrally
45mm
xand
95mm
from
panel
isscrewed
then crs.
located
centrally
withsoleplates
nylon
frame
fixings
M10rail
xx100mm
at 440mm
on
overbase
45mm
95mm
and
through
on
soleplates
and
over
45mm
x
95mm
and
screwed
through
45mmfrom
x 95mm
from panel
is 45
then
located
centrally
OSB
both base
faces rail
horizontally
into
with
3.5mm
x 35mm
OSB
from
both
faces
horizontally
into
45
with
3.5mm
on soleplates
and crs.
over 45mm x 95mm and screwed throughx 35mm
screws
at 200mm
screws
at
200mm
crs.
OSB from both faces horizontally
into 45 with 3.5mm x 35mm
screws at 200mm crs.
DPM lapped
with DPC
75x75x10mm square
washer - washer must be
tight against vertical face
of strap
Holding down straps
Austenitic stainless steel holding down straps attached
to SIP panels by 6 no. 3.35mm x 50mm stainless steel
annular ring shank nails at corners, sides of openings
and at 1200mm max. c/c and set into lean mix concrete
where possible. Where practical, straps to be fixed to
studs. Similar approved by supplier may be used.
PAS 90
90mm Paslode nails used to
fix internal studs to internal
studs and 45mm baserail to
soleplates at 600mm c/c.
SCREW 41
3.5 x 35mm grey phosphate
at 200mm c/c and 50mm in from
end.
5
i6
ISSUE 9
2014
HOLDING DOWN STRAP
DETAILS
6
STEEL POST UPSTAND DETAIL
External skin shown
supplied skin
by others.
External
shown
Sips Eco
Panels
Behind section,
steel post.
Sips Eco
Panels
Behind section,
steel post.
supplied by others.
STEEL POST FIXING PROCEDURE
Reinforced concrete upstand finishing 80mm
below FFL to cover bolt heads. (Pad
designed byconcrete
others) upstand finishing 80mm
Reinforced
DPC
80
FFL
80
ground level
ground level
Floor build
Floor
up build
by others
up by others
below FFL to cover bolt heads. (Pad
FFL
designed by others)
DPC
A concrete padstone is cast and set 80mm lower than the
finished floor level. A DPC is fitted and then the steel post
base plate is positioned.
The steel is located in accordance with the FLP. It can
be positioned vertically plumb by using steel shims.
With the steel base plate in position, holes are drilled into the
padstone and then filled with resin.
Bolts are slotted into the holes and left to set in position in
the resin.
STEEL COLUMN DETAIL-SECTION
STEEL COLUMN DETAIL-SECTION
Reinforced concrete pad
(Designed by others)
Reinforced concrete pad
(Designed by others)
fillet weld
fillet weld
BASE PLATE ON R.C. UPSTAND-PLAN
Nuts are screwed tightly with a wrench onto the bolts.
A timber plate is fixed
in the web of the steel
and the sip panel can
then be screwed to it.
BASE PLATE ON R.C. UPSTAND-PLAN
7
E9
4
STEEL POST
8
PANEL TO PANEL CONNECTION
splines and rails fitted into 45mm deep rebates
around edge of panels and screwed at 200c/c
OPENINGS AND FIXINGS
300
or
750
Min
Cross section
Should laps be necessary in
breather paper, the upper
layers should be lapped
horizontally over lower layers
by at least 100mm and
SCREW 35
staggered.
sheets should
35 The
X 3.5mm
35
be lappedwoodscrews
at least SCREW
150mm
for fixing
35
X
3.5mm
vertically.panels to splines and
2394
b
2397
b
a
a
Should laps be necessary in
Should layers
laps be should
necessary
bein lapped
horizontally
over
lower layers
layers should be lapped
by
at
least
100mm
horizontally over lower layers and
by at least
100mm and
staggered.
The sheets should
top railThe sheets should
staggered.
be lapped at least 150mm
be lapped at least 150mm
vertically.
vertically.
300
300 min
top rail
2397
300 min
top rail
2394
woodscrews
for fixing
top and bottom
plates
at 200mm panels
crs and to splines and
50mm in from
topend.
and bottom plates
at 200mm crs and
50mm in from end.
SCREW 35
BOTTOM RAIL
spline may be sips or solid
timber, subject to design
BOTTOM RAIL
Sips Eco Panels
timber, subject to design
35 X should
3.5mm
breather paper
for fixing
be lapped woodscrews
over the
lowest timber
panels to splines and
Sips Eco Panels
top and bottom plates
breather
should
at 200mmpaper
crs and
50mm
in from
end.
be
lapped
over
the
ROOF PANELS ARE
JOINED IN lowest
A SIMILARtimber
Spline
FASHION. SPLINES
WILL GENERALLY BE
INSULATED OR SOLID
TIMBER.
ROOF PANELS ARE
JOINED IN A SIMILAR
FASHION. SPLINES
BOTTOM RAIL
WILL GENERALLY BE
Sips Eco Panels
Sips Eco Panels
ROOF
PANELS
ARE
INSULATED OR SOLID
breather
paper
should
spline
JOINED IN A SIMILAR
be lapped over the TIMBER.
FASHION. SPLINES
FIXING PROCEDURE
timber
Sips Eco Panelslowest
Sips Eco Panels
WILL
GENERALLY BE
GLIDEVALE PROTECT TF200 thermal or similar reflective breather membrane is to be fitted to all walls and
to roofs
SPLINE
timber,
subject
to
design
INSULATED
on
completion
of
the
frame
erection.
It
should
be
fitted
strictly
in
accordance
with
manufacturer's
instructions.
Below
is OR SOLID
Sips Eco Panels
Sips Eco Panels
TIMBER.
a brief installation guide.
Sips Eco Panels
Sips Eco Panels
Minimum of 4 woodscrews
2 x 8 (3mm diameter)
The breather membrane should be fitted with the silver side facing out and in such a way as to shed water away from
Sips Eco Panels
ROOF
the sheathing and below the lowest spline
timber. Upper layers should be lapped horizontally over lower layers
by atPANELS
least ARE
JOINED IN A SIMILAR
100mm and staggered. The sheets should be lapped at least 150mm vertically. Membrane should be nailed or stapled
FASHION. SPLINES
at regular intervals to prevent damage by wind. Nails should be galvanised, sheradizes or austenitic stainless
steel,
WILL GENERALLY BE
FIXING
PROCEDURE
phosphor bronze or silicon bronze and staples should be of austenitic stainless steel. To prevent damage
by wind, OR SOLID
INSULATED
GLIDEVALEfixings
PROTECT
thermal
breather
membrane
is to
be fitted
and to roofs
should beTF200
at regular
intervalsorofsimilar
not morereflective
than 500mm
c/c. It is essential
that the
lowest
timbersto
inall
thewalls
wall are
TIMBER.
protected
the breathable
membrane.
on completion
of thebyframe
erection.
It should be fitted strictly in accordance with manufacturer's instructions. Below is
Sipsfoam.
Eco Panels
Sips Eco Panels
If gaps are
evident in roof panels these should be filled with expanding
a brief installation
guide.
The opening should be cut and the
insulation raked out using a hot wire
cutter or Feinn Multimaster to allow the
hole to be trimmed using 45mm x
95mm studs.These should be nailed
through the osb at 50mm c/c.
spline
ISSUE 9
2014
Work to written
dimensions only. DO
NOT SCALE.be
If in doubt
ask. with the silver side facing out and in such a way as to shed water away from
The breather
membrane
should
fitted
FIXING
PROCEDURE
the sheathing and below the lowest timber. Upper
layers
should be lapped horizontally over lower layers by at least
GLIDEVALE
PROTECT
TF200
thermal
or
similar
reflective
breather
membrane
to be fitted toshould
all walls
to roofs
100mm and staggered. The sheets
should
be
lapped
at
least
150mm
vertically.is Membrane
beand
nailed
or stapled
TO
PANEL
on completion of the framePANEL
erection. It should
be
fitted strictly in accordance with manufacturer's instructions. Below is
at regular intervals to prevent damage by wind. Nails should be galvanised, sheradizes or austenitic stainless steel,
a brief installation guide.
phosphor
bronze or silicon bronzeCONNECTION
and staples should be of austenitic stainless steel. To prevent damage by wind,
The breather membrane should be fitted with the silver side facing out and in such a way as to shed water away from
fixingsthe
should
be
at
regular
intervals
oftimber.
not more
than
500mm
c/c.
is essential
that over
the lowest
timbers
in least
the wall are
sheathing and below the lowest
Upper
layers
should
be Itlapped
horizontally
lower layers
by at
protected
by
the
breathable
membrane.
100mm and staggered. The sheets should be lapped at least 150mm vertically. Membrane should be nailed or stapled
If gapsatare
evident
in roof
panels damage
these should
beNails
filledshould
with expanding
foam.
regular
intervals
to prevent
by wind.
be galvanised,
sheradizes or austenitic stainless steel,
A heavy object such as a boiler attached
to the wall. The object should be fitted
using fully threaded screws/nails.
100kg x 1000mm x 250mm
PLAN
ISSUE 9
ISSUE 2014
9
i9
PANEL TO PANEL
CONNECTION
9
i9
2014
PANEL TO PANEL
01787 377388 admin@sipseco.co.uk
CONNECTION
Minimum of 6 woodscrews
2 x 8 (3mm diameter) should be used
to fix the bracket to the wall.
A heavy object resting on a
cantilevered bracket attached
to the wall. 100kg x 250mm x
250mm
If
the object is not suitable for mounting
directly onto a wall panel it should be
separated by a 75mm gap or an
additional layer of 12.5mm plasterboard
[25mm total].
CROSS SECTION
i10
ISSUE 9
2014
phosphor bronze or silicon bronze and staples should be of austenitic stainless steel. To prevent damage by wind,
fixings should be at regular intervals of not more than 500mm c/c. It is essential that the lowest timbers in the wall are
protected by the breathable membrane.
If gaps are evident in roof panels these should be filled with expanding foam.
Sips Eco
Panels
Opening in wall can be cut to suit on site but must be
agreed with Sips Eco Panels before cutting. ideally hole
should be positioned centrally to panel but must be at
least 300mm from top of panel
Sips Eco Panels
i9
on
cti
se
OPENINGS AND
FIXINGS
SipsEco.co.uk
10
Sips Eco Panels
JUNCTIONS DETAILS
FLOOR JOIST DETAILS
EXTERNAL CORNER
ESCR8.0x200mm screws
used for fixing SIPs wall
panels to wall panels at
300mm c/c and 100mm in
ESCR8.0x200mm
from topscrews
& bottom of panel
cladding
wallpanels
panelsat
at
panels to wall
from top & bottom of panel
cladding
ESCR8.0x200mm
screws
claddingEXTERNAL CORNER
EXTERNAL CORNER
cladding
cladding
PAS 90 @ 300mm
c/c into rim beam
first floor Sips Eco
Panels sit onto
flooring
bottom rail
Sips Eco Panels
Sips Eco Panels
SCREW 51
at 200mm
c/c
Sips Eco Panels
Sips Eco Panels
Sips Eco Panels
EXTERNAL CORNER
internal
studwork
partition
SCREW 41
3.5 x 35mm grey
phosphate at 200mm c/c
and 50mm in from end
PAS 90
90mm Paslode nails used
to SIPs panel base rail to
floor deck at 600mm c/c
head binder
internal
studwork
panels to wall panels at internal
partition
cladding
300mm c/c and 100mm instudwork
ESCR8.0x200mm
screws
from top
& bottom of panel
partition
cladding T Junction
internal
partition
EXTERNAL CORNER
1st floor joists
SCREW 51
3.9 x 65mm grey
phosphate at 300mm
c/c for fixing flooring to
joists all around the
perimeter.
top rail
PLY WEB JOIST OR I JOIST
PAS 51
51mm Paslode nails
used to fix internal
soleplates to floor
deck at 600mm c/c
T Junction internal partition
ISSUE 9
2014
JUNCTIONS
i11
BENEFITS OF METAL
WEB JOISTS
DETAILS
JUNCTIONS
i11
JUNCTIONS
DETAILS
i11
ISSUE 9
2014
ISSUE 9
2014
Sips Eco Panels
DETAILS
Sips Eco Panels
internal
studwork
partition
head binder
top rail
internal
studwork
partition
ISSUE 9
2014
ISSUE 9
2014
11
i11
JUNCTIONS
DETAILS
JUNCTIONS
01787 377388 admin@sipseco.co.uk
DETAILS
11
METAL WEB JOIST
MVHR (Mechanical Ventilation Heat Recovery)
ducting can easily thread through joists.
i12
ISSUE 9
2014
T Junction internal
partition
Plumbing is more easily fitted and manoeuvered in all directions
FLOOR JOIST DETAILS
SipsEco.co.uk
12
20 HEADBINDER FIXED
WITH ESCR8.0x100 OR
SIMILAR AT 400mm c/c.
WINDOW FIXING DETAILS
ROOF DETAILS
EXTENDED RAFTER
CUT TO SUIT ON SITE
TYPICAL EAVES
Sips Eco Panels
(NO CEILING)
ROOF PANELS FIXED
DOWN USING ESCR8.0x260
OR SIMILAR AT 400mm c/c
BREATHER
MEMBRANE
DOOR FRAME SET
BACK 30mm FROM
EDGE OF BATTEN.
SERVICE
VOID
Sips Eco Panel
TIMBER WEDGE FIXED
USING ESCR8.0x140 AT
400mm c/c
30
SEALANT
PLASTERBOARD &
VCL CONTINUES
AROUND JAMB.
20 HEADBINDER FIXED
WITH ESCR8.0x100 OR
SIMILAR AT 400mm c/c.
STAINLESS STEEL
SIMPSON STRONGTIE
SWT50 TIMBER
FRAME WALL TIES AT
JAMB TO BE SPACED
AT 225mm c/c
VERTICALLY
TIMBER JAMB
EXTENDED RAFTER
CUT TO SUIT ON SITE
TYPICAL EAVES
(NO CEILING)
PURLIN POSITIONED
TO SUIT DESIGN
WINDOW/DOOR CILL
CAVITY BARRIER
NAILED TO JAMB
STUDS AND FITTED
WITH DPC
DOOR AND WINDOW FIXED
TO FRAME USING
WINDOW CRAMPS. SPACE
CRAMPS AT 600mm c/c
AND EQUAL DISTANCE
FROM ENDS.
BREATHER
ROOFING
MEMBRANE
Sips Eco Panel
A 400mm STRIP OF VCL MUST
BE FITTED BEFORE THE
PARTITION IS CONNECTED.
ROOF PANEL FIXED DOWN
400mm c/c
PAS 90
TIMBER WEDGE FIXED
400mm c/c
90mm Paslode nails
PLAN VIEW
TIMBER WEDGE FIXED
WITH ESCR8.0x100 AN
400mm c/c
BREATHER
ROOFING
MEMBRANE
EXTENDED
RAFTER CUT TO
SUIT ON SITE
PAS 51
20mm x 95mm HEAD
BINDER FIXED USING
ESCR8.0 x100 AT 400mm c/c
45mm x 95mm PARTITION
51mm Paslode nails
used to fix top plates to
top rails at 600mm c/c.
WINDOW FIXED TO FRAME
USING WINDOW CRAMPS
NAILED TO BATTENS AND
FRAME. SPACE CRAMPS
AT 600mm c/c AND EQUAL
DISTANCE FROM ENDS.
PURLIN POSITIONED
TO SUIT DESIGN
A 400mm STRIP OF VCL MUST
BE FITTED BEFORE THE
PARTITION IS CONNECTED.
CANT CILL BRICK
TO BE USED
WHERE REQUIRED
FOR SHORT CILLS.
D.P.C. DRESSED INTO
RECESS IN FRAME AND
STAPLE FIX TO BATTEN
LAP WITH VCL.
SECTION THROUGH WINDOW CILL
30
PLASTERBOARD & VCL
CONTINUES AROUND
JAMB.
CAVITY BARRIER
NAILED TO JAMB
STUDS AND FITTED
WITH DPC
TIMBER FRAME LINTEL. (NOT
SUPPLIED-CATNIC CTF5 OR
SIMILAR) USE AS CAVITY TRAY
OR PROVIDE ONE ABOVE
TUCKED BEHIND BREATHER
MEMBRANE
ROOF PANEL FIXED DOWN
TOLERANCE
400mm c/c
TIMBER WEDGE FIXED
400mm c/c
EXTENDED
RAFTER CUT TO
SUIT ON SITE
TIMBER WEDGE FIXED
WITH ESCR8.0x100 AN
ROOF
400mm
c/c SUPPORTED
ON PURLINS
20mm
x 95mm HEAD
BINDER FIXED USING
ESCR8.0 x100 AT 400mm c/c
ROOF DETAILS
i15PURLINS SUPPORTING
ROOF PANELS
ISSUE 9
2014
SEALANT
WINDOW BOARD
ALLOWANCE FOR
DIFFERENTIAL
MOVEMENT
45mm x 95mm PARTITION
TOLERANCE
ROOF
PURLINS
SUPPORTED ON PURLINS
PURLIN HIDDEN
IN CEILING
SEALANT
i15
WINDOW JAMB
ELEVATION
ISSUE 9
2014
.
WINDOW CILL
ROOF DETAILS
i14
ISSUE 9
2014
WINDOW FIXING
01787 DETAILS
377388 admin@sipseco.co.uk
13
SipsEco.co.uk
14
RENDER SYSTEM WITH NO CAVITY
1.
2.
3.
4.
5.
Sips Eco Panel
Breather Membrane
Render Board
Weather seal to openings
Board joints
throughout
6. Weather seal to openings
7. Base coat
8. Mesh
9. Primer
10. Top coat
Finsh to suit
Sealer coat
CONSTRUCTION METHODS FOR SIPS ECO PANELS
Sips Eco Render System
Tyvek Soft supplied and fitted by Sips Eco Panels on request.
12.5mm Knauf Aquapanel render board
WeatherTech Weatherseal spray and roll-on
Maite Monocomposant embedded with 100mm wide bands of 355AVU mesh
WeatherTech Weatherseal spray and roll-on
Maite Monocomposant -approx 4-5mm thick
355AVU Standard mesh-fully embedded into the base coat
310 Primer
DPR top coat-Sand Smooth, Sand Fine, Sand Coarse,Swirl Fine, Multi-textured,
Paraguard AG-ideal for providing lotus leaf dispersing effect and additional
weatherprotection.
GENERAL APPICATION GUIDANCE - To be read in conjunction with the following data sheets;
PAREXDIRECT Acrylic render system
Maite Monocomposant
310 Primer, DPR finishes
355 AVUmesh
WeatherTech Weatherseal Spray and Roll-On
DPR Textured Finishes
Paraguard AG
Knauf Aquapanel product and fixing information
Sips Eco Panels Building System
95mm x 45mm timber studwork is used to construct internal Walls
Sips Eco panels can easily be used to create curved walls
VERSATILITY OF SIPS ECO PANELS
Sips Eco panels are so easy to handle they can be used to build in the tightest situations.
Sips Eco Panels
DuPont SOFT
BREATHER
MEMBRANE
KNAUF AQUAPANEL
CEMENT BOARD
SIPS ECO panels can be used for house boats floating on the
water and supported on a steel hull
RENDER BASE COAT
MESH
PRIMER
i17
ISSUE 9
2014
PAREXDIRECT
ACRYLIC RENDER
RENDER SYSTEM WITH
NO CAVITY
15
4 houses were built at other end of this arch. Panels were carried
through and then erected.
16
SipsEcoPanels
PLEASE CONTACT OUR TECHNICAL DEPARTMENT WITH ANY QUERIES OR VISIT OUR WEBSITE
WWW.SIPSECO.CO.UK
CONSTRUCTION SEQUENCE
Foundations poured
Ground floor being laid
Ground floor walls being erected
First floor joists fitted
Roof on
Dream Home
Sips Eco Panels, easi-wall system and easi-roof system, are an advanced yet affordable form of construction that
arrive on site pre-insulated and replace timber frame, blockwork or trusses for houses, extensions, garden rooms
and other forms of construction.
Panels are manufactured in our own factories and can be supplied as blank panels or pre-cut to suit.
Our panels have full third party accreditation and technical information is available on our web site
Sips Eco Panels offer air-tightness that is far superior to current Building Regulations, with U-values down to 0.12
in one layer through the whole wall structure, making homes super insulated - ensuring low running costs.
It is important all fixings are used properly to maintain the air-tightness benefits the system offers.
The details and information in this manual are for guidance of the erection of panels and flooring only. They
are not site specific. Refer to the relevant panel drawings for the site, which should be read in conjunction with
the approved Building Regulation drawings and must be adhered to and take priority over standard details. For
sundry items refer to Sips Eco Panels Construction Manual.
17
18
is the trading name of SIPs Frames UK Ltd
SipsEcoPanels
South Suffolk Business Centre
Alexandra Road, Sudbury,
Suffolk CO10 2ZX
Tel: 01787 377388
admin@sipseco.co.uk
www.SipsEco.co.uk
3661/SBM/0115
Registered in England No 03722506

self installation manual

Transcription

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