Design Manual - SIPs Eco Panels

ISSUE 9
2014
Design Manual
For Engineers
The details and information in this book 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 manual
Sips Eco Panels
Design Manual
For Engineers
CONTENTS
DM111 SOLEPLATE FIXING DETAILS
DM211 SIPS TO SIPS FIXING
DM215 EXTERNAL WALL CONNECTION DETAIL
DM311 FIRST FLOOR SOLEPLATE FIXING DETAIL
DM510 ROOF PANEL FIXING
DM511 EAVES DETAIL
DM512 RIDGE DETAILS
2014
ISSUE 9
THIS MANUAL IS FOR GUIDANCE ONLY. IT IS NOT SITE SPECIFIC. YOU MUST REFER TO THE DRAWINGS PROVIDED
WITH EACH KIT FOR DETAILS RELEVANT TO THE SITE YOU ARE WORKING ON. SHOULD A DETAIL DIFFER TO SITE
DRAWINGS - SITE DRAWINGS WOULD USUALLY TAKE PREFERENCE. IF YOU HAVE ANY QUESTIONS PLEASE CONTACT
OUR CONTRACTS MANAGER IN THE FIRST INSTANCE ON 01787 377 388 OR THE PROJECT MANAGER.
CONTENTS
M10
M8
M10 Nylon frame fixings x 100mm at
440mm c/c for fixing 45mm soleplate to
concrete slab.
M8 Nylon frame fixings x 60mm at
440mm c/c for fixing 20mm soleplate
to concrete slab.
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.
THIS DRAWING IS NOT
SITE SPECIFIC. REFER TO
RELEVANT DRAWINGS
PERTAINING TO THE
PROJECT YOU ARE
WORKING ON.
INTERNAL 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.'
Sips Eco Panel
D.P.C.
TREATED
SOLEPLATE
20mm x 95mm
TREATED
SOLEPLATE
MIN.150
F.F.L.
GROUND LEVEL
INTERNAL
PARTITION
F.F.L.
SCREED/FLOORING
SCREED/FLOORING
INSULATION
INSULATION
CONCRETE SLAB
DPM
DPM
CONCRETE SLAB
D.P.C.
D.P.C.
HOLDING DOWN STRAPS
FIXING OF SOLEPLATES
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.
20mm x SIP wall thickness or 95mm fixed with nylon
frame fixings M8 x 60 at 440mm centres
45mm x 95mm base rail from panel is then located
centrally on soleplates and nailed with 65mm galvanised
nails at 600mm centres. Rebated panel is seated over
45mm insert timber and screwed through OSB from both
faces horizontally into 45mm insert timber with 3.5mm x
35mm screws at 200mm centres
SCREW 41
PAS 90
90mm Paslode nails used to
fix internal studs to internal
studs and 45mm baserail to
soleplates at 600mm c/c.
3.5mm x 35mm grey
phosphate at 200mm c/c and
50mm in from end.
2014
ISSUE 9
This drawing is not site specific. Work to written dimensions only. DO NOT SCALE. If in doubt ask.
DM111
D.P.C.
SOLEPLATE
FIXINGS
SPLINES AND RAILS FITTED INTO 45mm DEEP REBATES AROUND EDGE
OF PANELS AND SCREWED AT 200mm c/c
TOP PLATE
SHOULD LAPS BE NECESSARY
UPPER LAYERS SHOULD BE
LAPPED HORIZONTALLY OVER
LOWER LAYERS BY AT LEAST
100mm AND STAGGERED. THE
SHEETS SHOULD BE LAPPED AT
LEAST 150mm VERTICALLY.
SCREW 41
3.5mm x 35mm grey
phosphate at 200mm c/c and
50mm in from end.
BOTTOM PLATE
SIP PANEL
SIP PANEL
SIP PANEL
INSULATED
SPLINE
SIP PANEL
FIXING PROCEDURE
GLIDEVALE PROTECT TF200 OR SIMILAR REFLECTIVE BREATHER MEMBRANE IS FITTED TO ALL
WALLS AND RUBEROID - PRO BREATHER MEMBRANE TO ROOFS ON COMPLETION OF THE
FRAME ERECTION. IT SHOULD BE FITTED STRICTLY IN ACCORDANCE WITH MANUFACTURER'S
INSTRUCTIONS. BELOW IS A BRIEF INSTALLATION GUIDE.
THE REFLECTIVE MEMBRANE SHOULD BE FITTED WITH THE SILVER SIDE FACING OUT AND IN
SUCH A WAY AS TO SHED WATER AWAY FROM THE SHEATHING AND BELOW THE LOWEST
TIMBER. UPPER LAYERS SHOULD BE LAPPED HORIZONTALLY OVER LOWER LAYERS BY AT
LEAST 100mm AND STAGGERED. THE SHEETS SHOULD BE LAPPED AT LEAST 150mm
VERTICALLY. NAILS SHOULD BE GALVANISED, SHERADIZES OR AUSTENITIC STAINLESS STEEL,
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 NO 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 INTUMESCENT FOAM
PROVIDED.
2014
ISSUE 9
DM211
This drawing is not site specific. Work to written dimensions only. DO NOT SCALE. If in doubt ask.
SIPS TO SIPS
PANEL FIXING
BRICKWORK
SCREW 150
150 HeadLok screws used for fixing SIPs wall
panels to SIPs wall panels at 400mm c/c and
100mm in from end.
OR
Simpson Strong Tie washer head screw
Code: ESCR8.0x160
SIP PANEL
BRICKWORK
EXTERNAL CORNER
SIP PANEL
INTERNAL
PARTITION
T JUNCTION SIP / INTERNAL PARTITION
2014
ISSUE 9
DM215
This drawing is not site specific. Work to written dimensions only. DO NOT SCALE. If in doubt ask.
EXTERNAL WALL
DETAILS
SCREW 51
PAS 90 @ 300mm c/c
INTO RIM BEAM
3.9mm x 65mm grey
phosphate at 300mm c/c for
fixing flooring to joists all
around the perimeter.
FIRST FLOOR SIP
PANELS SIT ONTO
FLOORING
22
1ST FLOOR JOIST
SCREW 41
AT 200mm c/c
SCREW 41
3.5mm 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
PAS 51
51mm Paslode nails
used to fix internal
soleplates to floor
deck at 600mm c/c
FIRST FLOOR LOAD BEARING
INT PANELS SIT ONTO
20mm x 95mm PLATE ON FLOORING
FIRST FLOOR NON LOAD BEARING
INT PANELS SIT ONTO
20mm x 95mm PLATE ON FLOORING
51mm nails at 600mm centres
50
90mm nails at 600mm centres
95mm x 38 min noggin
Double joist
at 600mm centres
FLOOR ZONE
Headbinders nailed to panels at 300mm centres
Double joist or nogging nailed to headbinder at 600mm centres
2014
ISSUE 9
DM311
This drawing is not site specific. Work to written dimensions only. DO NOT SCALE. If in doubt ask.
FIRST FLOOR
SOLEPLATE DETAIL
T
ROOF PANEL FIXED DOWN
WITH HEADLOK SCREW 250
AT 400mm c/c
PAS 51
51mm Paslode nails
at 600mm c/c used
to fix plasterboard
wedges.
SCREW 250
PAS 90
90mm Paslode nails
250mm x 6mm HeadLok
screws used for fixing roof
panels to wall panels. Fixed at
400mm c/c and 100mm in
from end.
OR
Simpson Strong Tie
washer head screw
Code: ESCR8.0x260
2014
ISSUE 9
DM510
This drawing is not site specific. Work to written dimensions only. DO NOT SCALE. If in doubt ask.
ROOF PANEL FIXING
TF1960
TF1930
ROOF PANEL FIXED DOWN WITH
HEADLOK SCREW 250 AT 400mm c/c
TIMBER WEDGE FIXED WITH
HEADLOK SCREWS 100 AT 400mm c/c
20mm HEADBINDER FIXED
HEADLOK SCREWS 100 AT 400mm c/c
SIP PANEL
TYPICAL EAVES
(NO CEILING)
ROOF PANEL FIXED DOWN WITH
HEADLOK SCREW 250 AT 400mm c/c
els to
00c/c
IF PARTITION IS FITTED WITH
FRAME BY ERECTORS A
400mm STRIP OF VCL MUST
BE FITTED BEFORE THE
PARTITION IS CONNECTED.
TIMBER WEDGE FIXED WITH
HEADLOK SCREWS 100 AT 400mm c/c
ROOF PANEL FIXED DOWN WITH
HEADLOK SCREW 250 AT 400mm c/c
20mm x 95mm HEADBINDER FIXED
HEADLOK SCREWS 100 AT 400mm c/c
45mm x 95mm PARTITION
TIMBER WEDGE FIXED WITH
HEADLOK SCREWS 100 AT 400mm c/c
TYPICAL EAVES
(ATTIC ROOM)
SCREW 250
PAS 51
PAS 90
51mm Paslode nails
used to fix top
plates to top rails at
600mm c/c.
90mm Paslode nails
2014
ISSUE 9
DM511
This drawing is not site specific. Work to written dimensions only. DO NOT SCALE. If in doubt ask.
EAVES DETAILS
250 x 6mm HeadLok screws used
for fixing roof panels to wall panels.
Fixed at 400mm c/c and 100mm in
from end.
OR
Simpson Strong Tie
washer head screw
Code: ESCR8.0x260
TIMBER WEDGE FIXED WITH HEADLOK
SCREW 250 AT 400mm c/c ALTERNATELY
AND IN PAIRS AT EACH BUTT JOINT
ROOF PANEL FIXED DOWN WITH HEADLOK
SCREW 250 AT 400mm c/c
TIMBER WEDGE FIXED WITH
HEADLOK SCREW 100 AT 400mm c/c
45mm x 120mm CEILING JOISTS ON MIDI HANGERS
ONTO WEDGE
TIMBER WEDGE SECURED WITH HEADLOK
SCREW 250 AT 400mm c/c
IF PARTITION IS FITTED WITH
FRAME BY ERECTORS A 400mm
STRIP OF VCL MUST BE FITTED
BEFORE THE PARTITION IS
CONNECTED .
RIDGE BEAM FIXED CENTRALLY
WITH HEADLOK SCREWS 150 AT
600mm c/c FIXED FROM
ALTERNATE SIDES
FIXING OF RIDGE BEAM & LOOSE CEILING
ROOF PANEL FIXED DOWN WITH
HEADLOK SCREW 250 AT 400mm c/c
ROOF PANEL FIXED DOWN WITH
HEADLOK SCREW 100 AT 400mm c/c
RIDGE BEAM FIXED CENTRALLY WITH
HEADLOK SCREWS 150 AT 600mm c/c
FIXED FROM ALTERNATE SIDES
RIDGE DETAIL- 45 DEG ROOF PITCH
ALL HOLES FILLED WITH SQUARE TWIST NAILS
SCREW 250
SCREW 95
SCREW 150
TWISTNAIL 35
250 x 6mm HeadLok screws used
for fixing roof panels to wall
panels. Fixed at 400mm c/c and
100mm in from end.
OR
95 HeadLok screws used for
fixing roof timber to ply splines
together at 600mm c/c
OR
150 HeadLok screws used for
fixing SIPs wall panels to SIPs
wall panels at 400mm c/c and
100mm in from end.
OR
35mm x 4mm Square
twist nails are used to
fix joist hangers or
truss clips. All holes to
be filled.
Simpson Strong Tie
washer head screw
Code: ESCR8.0x260
Simpson Strong Tie
washer head screw
Code: ESCR8.0x80
Simpson Strong Tie
washer head screw
Code: ESCR8.0x160
2014
ISSUE 9
DM512
This drawing is not site specific. Work to written dimensions only. DO NOT SCALE. If in doubt ask.
RIDGE DETAILS

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