STEEL FRAMING SYSTEM INSTALLATION GUIDE...2 Welcome to the EOS Steel Framing System (SFS)...

STEEL FRAMING SYSTEM INSTALLATION GUIDE

The Optimum Fast-Track Solution

www.eosframing.co.uk

2

Welcome to the EOS Steel Framing System (SFS) Installation Guide

A successful project requires every trade in the design and construction process to deliver with the highest standards

and precision. As part of our drive to deliver sustainable light gauge steel materials and energy efficient buildings,

we have endeavoured to share best practice and provide a complete set of SFS standard details for use primarily by

installers.

Good projects start with good designs, and a good design is one that is matched to the client’s expectations, both in

terms of cost and performance. This Guide presents best practice site checks to deliver optimum build quality for SFS

non-loadbearing schemes. The Guide is aimed to assist:

• Project Managers

• SFS Installers

• Site Managers

• Site Inspectors

• Trade Trainers

3

CONTENTS Page

Standard Details

REF SFS

201 G Fixing Details for Head / Base Tracks 4204 F Deflection Base / Head Bracket Fixing 5205 F Head Track Fixing Details 6206 E Stud Corner Fixing Details 7207 C Deflection Head Track Fixing Details - Restricted Access 8208 F Head Track Fixing Details - to Steel Edge Beam (SSB) 9209 E Restraint Options for Overhangs 10 210 D Oversail Stud Fixing Details (SCB) 11211 F Cloaking Deflection Details 12212 F Deflection Head EFIX100 Fixing Details 13213 C Structural Movement Joint Details 14214 D DHT - Deflection Head / Base Fixing 15215 D DHT - Head into Steel / Head in Concrete 16216 D DHT - Deflection Head Restricted Access 17217 Typical Cladding Movement Joint Detail (S & T) 18218 A Indicative Bracing Avoidance Method - Flat Strap 19219 C Indicative Bracing Avoidance Method - Box Section 20220 B EOS Framing Stock Fixings Table 21221 B Zed Bar Head Details 22 222 A Shot Fired Fixings Specification 23223 Fixings into Blockwork Plinths 24 241 C DHT - Installation Quick Guide 25

242 C DHB - Installation Quick Guide 26

REF OPENINGS IN SFS

261 F Typical Opening - Single Track Cill / Lintel 27262 G Typical Opening - Single Jamb / Double Track Cill / Lintel 28263 F Typical Opening - Double Jamb / Double Track Cill / Lintel 29265 F Double Stud Connections 30269 E Typical Mid-Height Restraint Details 31270 E Typical Vent Opening Details 32 271 D Typical Hard Fixed Lintel Connection 33272 F Typical Parapet Wind Post Details 34273 D DHT - Double Stud Connections 35274 C Typical Opening Wind Post Deflection Details 36275 C DHT - Typical Opening Wind Post Deflection Details 37276 A Typical Opening - Dropped Lintel Details 38277 C Typical Opening Inline Wind Post Deflection Details 39 278 C DHT - Typical Opening Inline Wind Post Deflection Details 40279 Typical Triple & Quad Jamb Details 41

Date:

TYPICAL FIXING DETAIL FOR HEAD & BASE TRACKS (S & T) STAGE:

Preliminary:Approval:

Construction:

201Drawing No. Revision: Approved By:

TYPICAL SECTION

NOTES1. Minimum fixing requirements to head and base tracks, U.N.O.2. Installer to confirm line and level of track base prior to fixing and report deviations greater than +/- 15mm, or any overhangs exceeding the limits highlighted in detail 209

3. Each track length to have fixing between 60mm and 100mm from each end.

PLAN

Alternativefixing position.

3D VIEW

FDrawn By: Scale:

Title:

Studs have swaged ends to fit inside the trackso that both studs & tracks are the same width to assist in providing as flush a finish as is possible

NTSPK Aug 2017AH/KB


1 No. Fixing atevery jamb position

1 No. Fixing 60-100mm in from end of each track

END S

TUD

STUD

STUD

STUD

JAMB

1 No. Fixing @ centresto match stud centres

APPLICABLE TO BOTH HEAD & BASE TRACKS,INTO EITHER CONCRETE OR HOT ROLLED STEEL

HEAD & BASE TRACKS

60-100mm

4

REF 201G FIXING DETAILS FOR HEAD / BASE TRACKS


AUG 2020G

Date:

TYPICAL FIXING DETAIL FOR HEAD & BASE TRACKS (S & T) STAGE:


Construction:


TYPICAL SECTION

NOTES1. Minimum fixing requirements to head and base tracks, U.N.O.2. Installer to confirm line and level of track base prior to fixing and report deviations greater than +/- 15mm, or any overhangs exceeding the limits highlighted in detail 209

3. Each track length to have fixing between 60mm and 100mm from each end.

PLAN


3D VIEW

FDrawn By: Scale:

Title:


NTSPK Aug 2017AH/KB


1 No. Fixing atevery jamb position

1 No. Fixing 60-100mm in from end of each track

END S

TUD

STUD

STUD

STUD

JAMB

1 No. Fixing @ centresto match stud centres

APPLICABLE TO BOTH HEAD & BASE TRACKS,INTO EITHER CONCRETE OR HOT ROLLED STEEL

HEAD & BASE TRACKS

60-100mm

4.DPCtobeincludedbelowbasetracksifspecifiedbyArchitect

EOSFramingLtd,HeighingtonLane,AycliffeIndustrialPark,NewtonAycliffe,CountyDurham,DL56QG,Tel:01325303030


NOTES

THISDRAWINGISCOPYRIGHT:DONOTSCALE THISDRAWING,CONTRACTORSMUSTCHECKALL DIMENSIONSONSITE,ONLYFIGUREDDIMENSIONSTOBEWORKEDFROM.ALLERRORSAND DISCREPANCIESMUSTBEIMMEDIATELYREPORTED TOTHEDESIGNOFFICEOFEOSFRAMINGLTD

Date:

TYPICAL STUD BASE FIXING & DEFLECTION HEAD BRACKET (S & T) STAGE:


Construction:


EDrawn By: Scale:

Title:


NTSTE May 2016

17m

m

DEFLECTION HEADELEVATION

TYPICAL STUD BASE FIXING

TYPICAL DEFLECTION HEAD

Head track(Fixing to suit structure)

Deflection head bracket fixed to head trackeach side using 5.5 x 25mm Tek screws(EOS-1005 or similar approved)

Base Track

Vertical Stud

Base track fixed to vertical stud each side using 5.5 x 25mm Tek screws(EOS-1005 or similar approved)

AH/KB

Deflection head bracket fixed to vertical stud through slotted holes using 2 No 6.3 x 25mm screws with large washer heads (EOS-1003 or similar approved).Screws fixed central in slot to allow +/- 12.5mm of movement.

Date:

TYPICAL STUD BASE FIXING & DEFLECTION HEAD BRACKET (S & T) STAGE:


Construction:


EDrawn By: Scale:

Title:


NTSTE May 2016

17m

m





Deflection head bracket fixed to head trackeach side using 5.5 x 25mm Tek screws(EOS-1005 or similar approved)

Base Track

Vertical Stud

Base track fixed to vertical stud each side using 5.5 x 25mm Tek screws(EOS-1005 or similar approved)

AH/KB

Deflection head bracket fixed to vertical stud through slotted holes using 2 No 6.3 x 25mm screws with large washer heads (EOS-1003 or similar approved).Screws fixed central in slot to allow +/- 12.5mm of movement.

5

DEFLECTION BASE / HEAD BRACKET FIXING REF 204F


AUG 2020



F

DEFLECTIONALLOWANCE

NOTES


for movement.

NOTE1.Bracketlengthandslotsizetosuitrequiredstructuraldeflections

Date:

TYPICAL HEAD TRACK FIXING DETAILS (S & T) STAGE:


Construction:


EDrawn By: Scale:

Title:


NTSPK Aug 2017

Head track

Deflectionhead bracket

Vertical stud

STEEL EDGE BEAM CONNECTIONTYPICAL DEFLECTION HEAD

EOS head track securely fixed to steelwork using HR tek screws (EOS-1020 or similar approved) at each stud centre.

Steel frame by others

CONCRETE SLAB EDGE CONNECTIONTYPICAL DEFLECTION HEAD

Head track


Vertical stud

Concrete frame by others

EOS head track securely fixed to concrete using fixings (EOS-1021 or similar approved) at each stud centre.

AH/KB

6

REF 205F HEAD TRACK FIXING DETAILS


AUG 2020



F

Date:

TYPICAL HEAD TRACK FIXING DETAILS (S & T) STAGE:


Construction:


EDrawn By: Scale:

Title:


NTSPK Aug 2017

Head track


Vertical stud


EOS head track securely fixed to steelwork using HR tek screws (EOS-1020 or similar approved) at each stud centre.

Steel frame by others

CONCRETE SLAB EDGE CONNECTIONTYPICAL DEFLECTION HEAD

Head track


Vertical stud

Concrete frame by others

EOS head track securely fixed to concrete using fixings (EOS-1021 or similar approved) at each stud centre.

AH/KB


NOTES


Date:

TYPICAL STUD CORNER FIXING DETAIL (S & T) STAGE:


Construction:


DDrawn By: Scale:

Title:

NTSPK Aug 2017

5.5 x 25mm Tek screws (EOS-1002, EOS-1005 or similar approved) fixed into corner stud @ 600 vertical c/c's.

Min. 300mm or stud *punched with access holes

*

NOTEAdditional stud required on corners to providevertical fixing face for fixing of internal wall finishes.

3D VIEW

PLAN

AH/KB

7

STUD CORNER FIXING DETAILS REF 206E


AUG 2020



E

NOTES


Date:

TYPICAL HEAD TRACK FIXING DETAIL - RESTRICTED ACCESS (S & T) STAGE:


Construction:


CDrawn By: Scale:

Title:

NTSTE Aug 2015


TYPICAL DEFLECTION HEAD RESTRICTED ACCESS

Vertical stud

Head tra

ck

Deflection head bracketfixed to head track.

Indicative concrete slab edge (by others)

In locations where access is restricted, deflection head bracket fixed to head trackprior to fixing head track to structure.

AH/KB

8

REF 207C DEFLECTION HEAD TRACK FIXING DETAILS - RESTRICTED ACCESS


AUG 2020



NOTES


A4

Date:

TYPICAL HEAD TRACK FIXING DETAIL - TO STEEL EDGE BEAM (S & T) STAGE:


Construction:

TOLERANCES:Construction tolerances between framesis -0mm +2mm. Frames are manufacturedand assembled to +0mm -2mm.



FDrawn By: Scale:

Title:

NTSTE Apr 2018



Vertical stud

Indicative steel frame (by others)

Simpson SSB Bracket

NOTE: Bracket suitability to be determined by EOS Engineer subject to tech review and cladding loadsTYPICAL SECTION

Vertical stud

Head track

Indi

cati v

e st

eel f

ram

e (b

y ot

hers

)

AH/KB

Simpson SSB bracket fixed to soffit of steelwork using min 3 No 5.5 x 25mm Hot Rolled Tek screws (EOS-1020 or similar approved) UNO and fixed to vertical stud through slotted holes using 3 No. fixings supplied in each hole. Screws fixed central in slot to allow +/- 25mm of movement.

9

HEAD TRACK FIXING DETAILS - TO STEEL EDGE BEAM (SSB) REF 208F


AUG 2020



NOTES


Date:

RESTRAINT OPTIONS FOR OVERHANGS TO TRACK WIDTH (S & T) STAGE:


Construction:


EDrawn By: Scale:

Title:

NTSPK Aug 2017

OPTION 2

Support plate sized to suit overhang dimensions & loading requirements to be confirmed by EOS Engineer

CB

A

SCI GUIDANCE

OPTION 1

mm min.

CB

Support angle sized to suit overhang dimension & loading requirements to be confirmed by EOS Engineer

EOS-1021 or similar approved fixing into base track A

mm min.


AH/KB

10

REF 209E RESTRAINT OPTIONS FOR OVERHANGS


AUG 2020



NOTES


A4

Date:

TYPICAL OVERSAIL STUD FIXING DETAIL (S & T) STAGE:


Construction:




DDrawn By: Scale:

Title:

NTSTE Apr 2018

Indicative concrete

slab edge (by others)

Vertical stud

TYPICAL OVERSAIL STUD FIXING

TYPICAL SECTION

SSL.Vertical stud

Simpson SCB Bracket

AH/KB

Simpson SCB bracket fixed to face of concrete slab using min 2 No fixings (EOS-1007 or similar approved) and fixed to vertical stud through slotted holes using 3 No. fixings supplied in each slot, UNO. Screws fixed central in slot to allow +/- 25mm of movement.

11

OVERSAIL STUD FIXING DETAILS (SCB) REF 210D


AUG 2020



NOTES


Date:

TYPICAL DEFLECTION HEAD BRACKET WITH CLOAKED TRACK DETAIL(S & T) STAGE:


Construction:


EDrawn By: Scale:

Title:

NTSTE May 2016


17m

m


WITH CLOAKED TRACK DETAILTYPICAL DEFLECTION HEAD


Head track(Fixing to suit structure)Deflection head bracket

fixed to head track eachside using 5.5 x 25mmTek screws (EOS-1005or similar approved)

Vertical stud

Deflection head bracket fixed tocloaking track piece through slotted holesusing 2 No 6.3 x 25mm Tek screws with largewasher heads (EOS-1003 or similar approved)Screws fixed central in slot to allow+/- 12.5mm of movement.

Cloaking track piece fixed to vertical studeach side using 5.5 x 25mm Tek screws(EOS-1005 or similar approved)

Vertical stud


AH/KB

12

REF 211F CLOAKING DEFLECTION DETAILS


AUG 2020



DEFLECTIONALLOWANCE

F

NOTES



Date:

TYPICAL DEFLECTION HEAD BRACKET WITH CLOAKED TRACK DETAIL(S & T) STAGE:


Construction:


EDrawn By: Scale:

Title:

NTSTE May 2016


17m

m


WITH CLOAKED TRACK DETAILTYPICAL DEFLECTION HEAD


Head track(Fixing to suit structure)Deflection head bracket

fixed to head track eachside using 5.5 x 25mmTek screws (EOS-1005or similar approved)

Vertical stud

Deflection head bracket fixed tocloaking track piece through slotted holesusing 2 No 6.3 x 25mm Tek screws with largewasher heads (EOS-1003 or similar approved)Screws fixed central in slot to allow+/- 12.5mm of movement.

Cloaking track piece fixed to vertical studeach side using 5.5 x 25mm Tek screws(EOS-1005 or similar approved)

Vertical stud


AH/KB

for movement.

Date:

TYPICAL DEFLECTION HEAD FIXING DETAIL FOR 65mm STUDS (S & T) STAGE:


Construction:


EDrawn By: Scale:

Title:

NTSPK Aug 2017


2 No. Titen fixing (EOS-1007 or similar approved) in slot to fix bracket into concrete slab - head track to be pre-drilled prior to fixing in place

1 No. 6.3 x 25mm Tek screw with large washer head (EOS-1003 or similar) to fix bracket into cold formed steel. Fixings located centrally in slot.

EFIXS100 DEFLECTION DETAIL

EFIXS-100 Bracket to be fixed to each stud - brackets can be fixed to either web face

Vertical stud



17m

m

EFIXS100 FIXING DETAIL

AH/KB

13

DEFLECTION HEAD EFIX100 FIXING DETAILS REF 212F


AUG 2020



DEFLECTIONALLOWANCE

F

NOTES


Date:

TYPICAL STRUCTURAL MOVEMENT JOINT DETAIL (S & T) STAGE:


Construction:


CDrawn By: Scale:

Title:

NTSPK Aug 2017


NOTE:- HEAD & BASE TRACKS TO BE SPLIT EITHER SIDE OF THE MOVEMENT JOINT - EACH TRACK SECTION TO BE FIXED 60-100mm FROM THE END OF THE TRACK

ELEVATION

50

Vertical stud

Base Track

PLAN

60-100mm60-100mm

50

Vertical stud

Base Track

3D VIEW

AH/KB

14

REF 213C STRUCTURAL MOVEMENT JOINT DETAILS


AUG 2020



NOTES


Date:

TYPICAL STUD BASE FIXING & DEFLECTION HEAD TRACK (S & T) STAGE:


Construction:


CDrawn By: Scale:

Title:

NTSPK Aug 2017


17m

m




Vertical swaged stud fixed to Deflection Head Track through slotted holes using 2 No 5.5 x 25mm tek screws (1 No. each side)(EOS-1005 or similar approved). Screws fixed central inslot to allow +/- 17mm of movement.

Base track fixed to vertical swaged stud each sideusing 5.5 x 25mm Tek screws (EOS-1005 orsimilar approved)

Base track

Vertical stud

Vertical stud

Deflection head track(Fixing to suit structure see standard detail 215)

AH/KB

DHT for use with raking pitches up to 5 degrees.If pitch >5deg, use DHB

15

DHT - DEFLECTION HEAD / BASE FIXING REF 214D


AUG 2020



toallow+/-25mmofmovement

DEFLECTIONALLOWANCE

D

NOTES


Date:

TYPICAL DEFLECTION HEAD TRACK FIXING DETAILS (S & T) STAGE:


Construction:


CDrawn By: Scale:

Title:

NTSPK Aug 2017


TYPICAL DEFLECTION HEAD STEEL EDGE BEAM CONNECTION

TYPICAL DEFLECTION HEAD CONCRETE SLAB EDGE CONNECTION

Vertical stud fixed to Deflection Head Trackthrough slotted holes using 2 No 5.5 x 25mmtek screws (EOS-1005 or similar approved). Screws fixed central in slot to allow +/- 17mm of movement.

EOS deflection head track securely fixed to concrete using anchor (EOS-1021 or similar approved). Refer to detail 201.

Vertical stud

Deflectionhead track

Vertical stud

Deflectionhead track

EOS head track securely fixed to steelwork using HR tek screws (EOS-1020 or similar approved). Refer to detail 201. Alternatively, shot fired to steelwork. Consult EOS for advice.

AH/KB


16

REF 215D DHT - HEAD INTO STEEL / HEAD IN CONCRETE


AUG 2020

+/-25mmofmovement

D



notsuppliedbyEOS.ConsultEOSforadvice.

NOTES


Date:

TYPICAL HEAD TRACK FIXING DETAIL - RESTRICTED ACCESS (S & T) STAGE:


Construction:


CDrawn By: Scale:

Title:

NTSPK Aug 2017


Deflectio

n

Head Trac

k

Vertical stud fixed to Deflection Head Track through slotted holes using 2 No 5.5 x 25mm tek screws (EOS-1005 or similar approved). Screws fixed central in slot to allow +/- 17mm of movement.

Vertical stud

Indicative concrete slab edge (by others)

Indi

cativ

e st

eel f

ram

e

AH/KB

In locations where access is restricted and fixings cannot be installed to BOTH sides, please revert to the use of Deflection Head Brackets (Detail 207), or utilise oversail bracketry as per details details 208 & 210.

Please contact EOS for guidance and advice.


17

DHT - DEFLECTION HEAD RESTRICTED ACCESS REF 216D


AUG 2020

toallow+/-25mmofmovement

D



NOTES


Date:

TYPICAL FACADE MOVEMENT JOINT DETAIL (S & T) STAGE:


Construction:


-Drawn By: Scale:

Title:

NTSTE Sep 2015


NOTE:- 2 No. VERTICAL STUDS PROVIDED WITH NOMINAL 10mm GAP FOR BRICK TIE PROVISION AROUND FACADE MOVEMENT JOINTS

ELEVATION

10

Vertical stud

Base Track

PLAN

10

Vertical stud

Base Track

3D VIEW

AH/KB

18

REF 217 TYPICAL CLADDING MOVEMENT JOINT DETAIL (S & T)


AUG 2020



NOTES


TYPICALCLADDINGMOVEMENTJOINTDETAIL(S&T)

CLADDINGMOVEMENT

3D VIEW

Date:

INDICATIVE BRACING AVOIDANCE METHOD - FLAT STRAP (S & T) STAGE:


Construction:


ADrawn By: Scale:

Title:

NTSTE May 2016


NOTE:- NATURE OF BRACING AVOIDANCE FRAMING SUBJECT TO BUILDING DESIGN. FIXING REQUIREMENTS SUBJECT TO EOS ENGINEER SPECIFICATION

Full height studs notched around bracing and re-dressed with angle profile to re-instate basic stud profile.

10 No. 5.5 x 25mmTek screws above notchconnecting angle to stud.- 5 No. to flange- 5 No. to web

AH/KB

10 No. 5.5 x 25mmTek screws below notchconnecting angle to stud.- 5 No. to flange- 5 No. to web

IMPORTANT:

Angle to extend at least 150mm above andbelow notch

Angle must be sized tofully re-dress notched outsteel.

Min

. 15

0M

in. 15

0

10 No. 5.5 x 25mm Tek Screws(5 No. to web, 5 No. to flange)

10 No. 5.5 x 25mm Tek Screws(5 No. to web, 5 No. to flange)

Angle to be sized by EOS Design

Brace notched around

Stud

19

INDICATIVE BRACING AVOIDANCE METHOD - FLAT STRAP REF 218A


AUG 2020



NOTES


Date:

INDICATIVE BRACING AVOIDANCE METHOD - BOX SECTION (S & T) STAGE:


Construction:


BDrawn By: Scale:

Title:

NTSPK Aug 2017


Box Section

3D VIEW

NOTE:- NATURE OF BRACING AVOIDANCE FRAMING SUBJECT TO BUILDING DESIGN.

Head & Base Track used to form tapered SFS panels. Studs supplied cut to length.

AH/KB

Plain 'T' track (Not DHT)

17

Studfixed direct tohead track(17mm gap)

20

REF 219C INDICATIVE BRACING AVOIDANCE METHOD - BOX SECTION


AUG 2020



Deflectionallowanceifrequired

C

NOTES


Dat

e:

EOS F

RAM

ING

STO

CK

FIXIN

GS

TABLE

STA

GE:

Prel

imin

ary:

App

rova

l:

Con

stru

ctio

n:

220

Dra

win

g N

o.Rev

isio

n:App

rove

d By:

BD

raw

n By:

Sca

le:

Title:

NTS

PKAug

201

7AH

/KB

EO

S F

RA

MIN

G S

TO

CK

FIX

ING

S TA

BLE

21

EOS FRAMING STOCK FIXINGS TABLE REF 220B


AU

G 2

020



NOTES

THISDRAWINGISCOPYRIGHT:DONOTSCALE

THISDRAWING,CONTRACTORSMUSTCHECKALL

DIMENSIONSONSITE,ONLYFIGUREDDIMENSIONS

TOBEWORKEDFROM.ALLERRORSAND

DISCREPANCIESMUSTBEIMMEDIATELYREPORTED

TOTHEDESIGNOFFICEOFEOSFRAMINGLTD

Date:

TYPICAL ZED BAR HEAD DETAIL (S & T) STAGE:


Construction:


ADrawn By: Scale:

Title:

NTSPK Aug 2017AH/KB

TYPICAL ZED BAR HEAD DETAIL

Head Track Fixed to Zed Bar at each stud centre.Zed Bar Size by EOS.

Gap to allow Intumescent coating to expand

Date:

TYPICAL ZED BAR HEAD DETAIL (S & T) STAGE:


Construction:


ADrawn By: Scale:

Title:

NTSPK Aug 2017AH/KB

TYPICAL ZED BAR HEAD DETAIL

Head Track Fixed to Zed Bar at each stud centre.Zed Bar Size by EOS.

Gap to allow Intumescent coating to expand

22

REF 221B ZED BAR HEAD DETAILS


AUG 2020

NOTE1.Detailtobeapprovedbyfireconsultantoneachproject

B



NOTES


Date:

SHOT FIRED FIXINGS SPECIFICATION (S & T) STAGE:


Construction:


-Drawn By: Scale:

Title:

NTSTE July 2016AH/KB

SINGLE NAILS COLLATED NAILS (MX)

FIXINGS INTO HOT ROLLED STEEL SUBSTRATE

SUPPLIER MIN. EDGE MIN. FIXING MIN. SUBSTRATEREFERENCE: DISTANCE: SPACING: THICKNESS:LENGTH:

FIXING

HILTI X-U 16 P8 20mm 40mm#237330 16mm

HILTI X-U 16 MX 20mm 40mm#237344 16mm 6mm

6mm

FIXINGS INTO REINFORCED CONCRETE SLAB SUBSTRATE


FIXING

HILTI X-U 27 P8 70mm 80mm#237333 27mm


80mm

IMPORTANT NOTES1. Applicator gun (Dx) and cartridge type to be specified by EOS Engineer.2. Gas (Gx) actuated applicator guns are NOT supported.3. Fixing quantities and spacings to be determined by EOS Engineer on a job-by-job basis.4. For fixing into concrete, each piece of track MUST have a minimum of 5 No. fixings.

23

SHOT FIRED FIXINGS SPECIFICATION REF 222A


AUG 2020

Date:

SHOT FIRED FIXINGS SPECIFICATION (S & T) STAGE:


Construction:


-Drawn By: Scale:

Title:


SINGLE NAILS COLLATED NAILS (MX)

FIXINGS INTO HOT ROLLED STEEL SUBSTRATE


FIXING

HILTI X-U 16 P8 20mm 40mm#237330 16mm


6mm

FIXINGS INTO REINFORCED CONCRETE SLAB SUBSTRATE


FIXING

HILTI X-U 27 P8 70mm 80mm#237333 27mm


80mm

IMPORTANT NOTES1. Applicator gun (Dx) and cartridge type to be specified by EOS Engineer.2. Gas (Gx) actuated applicator guns are NOT supported.3. Fixing quantities and spacings to be determined by EOS Engineer on a job-by-job basis.4. For fixing into concrete, each piece of track MUST have a minimum of 5 No. fixings.1.

2.3.EOSprovidefixingspecificationonly–fixingsnotsuppliedbyEOS.

A



NOTES


Date:

FIXINGS INTO BLOCKWORK PLINTHS SPECIFICATION (S & T) STAGE:


Construction:


-Drawn By: Scale:

Title:


FIXINGS INTO BLOCKWORK PLINTHS

TYPICAL SECTION

RAWL R-WHO-75072 FIXING

MINIMUM EDGE DISTANCE = 50mm(Fixing not suitable for blocks narrower than 100mm)

MINIMUM EMBEDMENT = 60mm

MINIMUM SPACING BETWEEN FIXINGS = 30mm

IMPORTANT:

BLOCKWORK PLINTH MUST BE ADEQUATELY RESTRAINED BACK TO STRUCTURAL SLAB.BY OTHERS.

SFS NOT SUITABLE ATOP UNRESTRAINED BLOCKWORK PLINTHS.

FIXING QUANTITIES AND SPACINGSTO BE DETERMINED BY EOS ENGINEERSON A JOB-BY-JOB BASIS

24

REF 223 FIXINGS INTO BLOCKWORK PLINTHS


AUG 2020



NOTES


25

DHT - INSTALLATION QUICK GUIDE REF 241C

Dat

e:

INST

ALLA

TIO

N Q

UIC

K G

UID

E -

DEF

LECTI

ON

HEA

D T

RAC

K (

S &

T)

STAG

E:

Prel

imin

ary:

Appr

oval

:

Con

stru

ctio

n:

241

Dra

win

g N

o.Rev

isio

n:App

rove

d By:

BD

raw

n By:

Scal

e:

Title

:

NTS

PKAug

201

7AH

/KB


AU

G 2

020



NOTES







C

STU

DS P

RE-

CU

T SH

ORT

FOR D

EFLE

CTI

ON

/ T

OLE

RAN

CE

SW

AG

ED

DO

UB

LE S

TU

D P

LAIN

Dat

e:

INST

ALLA

TIO

N Q

UIC

K G

UID

E -

DEF

LECTI

ON

HEA

D B

RACKET

S (S

& T

)ST

AGE:

Prel

imin

ary:

Appr

oval

:

Con

stru

ctio

n:

242

Dra

win

g N

o.Rev

isio

n:App

rove

d By:

BD

raw

n By:

Scal

e:

Title

:

NTS

PKAug

201

7AH

/KB

26

REF 242C DHB - INSTALLATION QUICK GUIDE


AU

G 2

020



NOTES







C

SW

AG

ED

DO

UB

LE S

TU

D P

LAIN

STU

DS P

RE-

CU

T SH

ORT

FOR D

EFLE

CTI

ON

/ T

OLE

RAN

CE

27

TYPICAL OPENING - SINGLE TRACK CILL / LINTEL REF 261F

Date:

TYPICAL OPENING - SINGLE TRACK LINTEL & CILL CONNECTION DETAIL(S & T) STAGE:


Construction:


FDrawn By: Scale:

Title:


NTSPK Aug 2017

OPENING SINGLE TRACK CILL FIXING

OPENING SINGLE TRACK LINTEL FIXING

LINTEL/CILL TRACK FIXED INTO CRIPPLE TRACK USING 2 No 5.5 x 25mm TEK SCREWS (EOS-1005 or similar approved) ONE FIXING CENTRALLY INTO EACH FLANGE.

100mm LONG SWAGED CRIPPLE TRACK FIXED TO JAMB STUD USING 3 No 5.5 x 25mm TEK SCREWS(EOS-1005 or similar approved)


JAMB STUD

JAMB STUD

SINGLE TRACK LINTEL

SINGLE TRACK CILL

BASE TRACK

AH/KB


AUG 2020



NOTES


28

REF 262G TYPICAL OPENING - SINGLE JAMB / DOUBLE TRACK CILL / LINTEL

Date:

TYPICAL OPENING - SINGLE JAMB & DOUBLE STUD LINTEL & CILLCONNECTION DETAIL (S & T) STAGE:


Construction:


FDrawn By: Scale:

Title:


NTSPK Aug 2017

DOUBLE STUD LINTEL / CILL FORMEDFROM 2 No. STUDS CONNECTEDBY NOGGINS @ 600mm c/c. WITHTRACK TOP OR BOTTOM

BASE TRACK

CILL TRACK

LINTEL TRACK

DOUBLE STUD CILL FIXINGOPENING SINGLE JAMB AND

DOUBLE STUD LINTEL FIXINGOPENING SINGLE JAMB AND



SWAGED DOUBLE STUD LINTEL / CILL FIXED INTO CRIPPLE TRACK USING 2 No 5.5 x 25mm TEK SCREWS (EOS-1005 or similar approved) ONE FIXING CENTRALLY INTO EACH FLANGE.

DOUBLE STUD LINTEL / CILL FIXED TOGETHER USING 5.5 x 25mm TEK SCREWS (EOS-1005 or similar approved) 4 FIXINGS PER NOGGIN. DOUBLE STUD LINTEL / CILL FIXED TO LINTEL & CILL TRACK USING 5.5 x 25mm TEK SCREWS (EOS-1001 or similar approved) @ 600mm CENTRES.

AH/KB


AUG 2020



NOTES


G

PLAINCRIPPLETRACKFIXEDTO

PLAINCRIPPLETRACKFIXEDTO

29

TYPICAL OPENING - DOUBLE JAMB / DOUBLE TRACK CILL / LINTEL REF 263F

Date:

TYPICAL OPENING - DOUBLE STUD JAMB & DOUBLE STUD LINTEL & CILLCONNECTION DETAIL (S & T) STAGE:


Construction:


EDrawn By: Scale:

Title:


NTSTE June 2016

DOUBLE STUD CILL FIXINGOPENING DOUBLE JAMB AND

DOUBLE STUD LINTEL FIXINGOPENING DOUBLE JAMB AND


LINTEL TRACK

CILL TRACK

BASE TRACK




DOUBLE STUD JAMBS / DOUBLE STUD LINTELS / CILLS MANUFACTURED OFFSITE IN EOS FACTORY


AH/KB

NOTE:- DOUBLE STUDS ARE MANUFACTURED AT 175mm WIDE AS STANDARD TO ENCAPSULATE A BRICK TIE CHANNEL POSITION.

DOUBLE STUDS CAN BE MANUFACTURED BETWEEN 100mm AND 225mm WIDE FOR NON-STANDARD APPLICATIONS. PLEASE ENQUIRE WITH EOS FACADES.


AUG 2020

.



NOTES


F

PLAINCRIPPLE

PLAINCRIPPLE

30

REF 265F DOUBLE STUD CONNECTIONS

Date:

TYPICAL DOUBLE STUD CONNECTION DETAIL (S & T) STAGE:


Construction:


EDrawn By: Scale:

Title:


NTSPK Aug 2017

HEAD FIXING

BASE FIXING

HEAD TRACK

HEAD TRACK

DEFLECTION HEAD FIXING

DOUBLE STUD JAMBS MANUFACTURED OFFSITE IN EOS FACTORY.

DOUBLE STUDS CONNECTED USING NOGGINSFIXED WITH 4 No. 5.5 x 25mm TEK SCREWS (EOS-1001 or similar approved).

NOTE:- DOUBLE STUDS ARE MANUFACTURED AT 100mm WIDE AS STANDARD (OR 150mm FOR 65 FLANGE SECTIONS).

FOR MASONRY FINISHES A 175mm DOUBLE STUD IS USED TO ACCOMODATE BRICK TIE CHANNELS SPACED 150mm FROM OPENING REVEAL.

BASE TRACK

AH/KB


AUG 2020



Date:

TYPICAL OPENING - DOUBLE STUD JAMB & DOUBLE STUD LINTEL & CILLCONNECTION DETAIL (S & T) STAGE:


Construction:


EDrawn By: Scale:

Title:


NTSTE June 2016

DOUBLE STUD CILL FIXINGOPENING DOUBLE JAMB AND

DOUBLE STUD LINTEL FIXINGOPENING DOUBLE JAMB AND


LINTEL TRACK

CILL TRACK

BASE TRACK




DOUBLE STUD JAMBS / DOUBLE STUD LINTELS / CILLS MANUFACTURED OFFSITE IN EOS FACTORY


AH/KB


DOUBLE STUDS CAN BE MANUFACTURED BETWEEN 100mm AND 225mm WIDE FOR NON-STANDARD APPLICATIONS. PLEASE ENQUIRE WITH EOS FACADES..

F

NOTES


31

TYPICAL MID-HEIGHT RESTRAINT DETAILS REF 269E

Date:

TYPICAL STUD & TRACK MID-HEIGHT RESTRAINT DETAIL (S & T) STAGE:


Construction:


EDrawn By: Scale:

Title:

NTSKB Aug 2017AH/PK

Track Noggin every alternate stud spacing

50mm x 2mm Flat straps to run across full bay. 2 No fixings into each stud.

This detail is to be used in all situations where a mid-height restraint is required.

Length of mid-height restraint to be specified by Engineer.

Plan on Typical Corner

Stud Size and Spacing to be Job Specific specified by EOS

Flat plate runs full length of bay.50mm x 2mm thk,

1 No 5.5 x 25mm Tek screwinto each flange of each stud

(EOS-1005 or similar approved)

Track to be fixed to strap each side with2 No 5.5 x 25mm Tek screws (EOS-1005

or similar approved)


AUG 2020



NOTES


32

REF 270E TYPICAL VENT OPENING DETAILS

Date:

TYPICAL VENT OPENING CONNECTION DETAIL (S & T) STAGE:


Construction:


DDrawn By: Scale:

Title:


NTSPK Aug 2017

17m

m

TYPICAL VENT OPENINGELEVATION

17m

m

THE HEAD TRACK CAN BE CUT OUT LOCALLY IF IT CLASHES WITH THE VENT HOWEVER PLEASE ENSURE THAT A FIXING IS PLACED A 50-100mm AWAY FROM EACH END OF TRACK

TRACK FORMING OPENING

JAMB STUD

OPENING TRACK FIXED INTO CRIPPLE TRACK USING 2 No 5.5 x 25mm TEK SCREWS (EOS-1005 or similar approved) ONE FIXING CENTRALLY INTO EACH FLANGE.

100mm LONG SWAGED CRIPPLE TRACK FIXED TO JAMB STUD USING 3 No 5.5 x 25mm TEK SCREWS (EOS-1005 or similar approved)

AH/KB

DEPENDING ON THE DIMENSIONS AND POSITION OF THE VENT OPENING DOUBLE MEMBERS MAY BE REQUIRED


AUG 2020

DEFLECTIONALLOWANCE

DEFLECTIONALLOWANCE

E



NOTES


33

TYPICAL HARD FIXED LINTEL CONNECTION REF 271D

Date:

TYPICAL HARD FIXED LINTEL CONNECTION (S & T) STAGE:


Construction:


CDrawn By: Scale:

Title:

NTSPK Aug 2017

DEFLECTION BRACKETS OR DEFLECTION HEAD TRACK IS NOT REQUIRED ON THE STUDS ABOVE THE OPENING FOR A HARD FIXED LINTEL - DEFLECTION IS TO BE ALLOWED FOR ABOVE THE WINDOW

WINDOW MANUFACTURER TO ALLOW ADDITIONAL TOLERANCE FOR MOVEMENT / DEFLECTION ABOVE THE HEAD OF THE WINDOW

TYPICAL HARD FIXED LINTEL ELEVATION

TYPICAL SECTION

NOTE:- PROJECT SPECIFIC HARD FIXED LINTEL DETAILS WILL BE PROVIDED DURING DESIGN REVIEW WITH AN EOS ENGINEERS AS ADDITIONAL BRACKETRY OR WINDPOSTS MAY BE REQUIRED FOR LARGER OPENINGS

DEFLECTION GAP (TYP 17mm)


WINDOW MANUFACTURER TO ALLOW ADDITIONAL TOLERANCE FOR MOVEMENT / DEFLECTION ABOVE THE HEAD OF THE WINDOW

Alternative fixingposition.

Vertical stud

mm minimum.

Lintel track

AH/KB


AUG 2020D



NOTES


34

REF 272F TYPICAL PARAPET WIND POST DETAILS

Date:

TYPICAL PARAPET WIND POST CONNECTION DETAIL (S & T) STAGE:


Construction:


EDrawn By: Scale:

Title:


NTSPK Aug 2017

NOTES1. Fixing provided as required for windloading restraint.2. Installer to confirm line and level of track base prior to fixing and report deviations greater than +/- 15mm, or any overhangs exceeding the limits highlighted in detail 209 or shown on project specific WPBP detail.3. Each track length to have fixing 50-100mm from each end.

NOTE: BASEPLATE CONNECTS TOSTRUCTURE AT SSL & PROTRUDESINTERNALLY PAST THE WALL LINE

BASE FIXING

HEAD FIXING

HEAD TRACK

Head track fixed to Wind Post Double Stud each side using 5.5 x 25mm Tek screws (EOS-1005 or similar approved)

Wind Post Double studWIND POST DOUBLE STUDMANUFACTURED OFFSITEIN EOS FACTORY

Wind Post Double stud

BASE TRACK

WIND POST BASEPLATE - TO BE INSTALLED AS PER PROJECT SPEICIFC DETAILS

Wind Post Double Stud fixed to Wind Post Base Plate using 4 No. 5.5 x 25mm Tek screws (EOS-1020 or similar approved) each sideas per project specific detail

EOS base track securely fixed to concrete floorusing fixings (EOS-1021 or similar approved) @ centres to suit wind loading. Note:- fixing to be 50-100mm from end of track

AH/KB


AUG 2020



Date:

TYPICAL PARAPET WIND POST CONNECTION DETAIL (S & T) STAGE:


Construction:


EDrawn By: Scale:

Title:


NTSPK Aug 2017



BASE FIXING

HEAD FIXING

HEAD TRACK

Head track fixed to Wind Post Double Stud each side using 5.5 x 25mm Tek screws (EOS-1005 or similar approved)

Wind Post Double studWIND POST DOUBLE STUDMANUFACTURED OFFSITEIN EOS FACTORY


BASE TRACK

WIND POST BASEPLATE - TO BE INSTALLED AS PER PROJECT SPEICIFC DETAILS

Wind Post Double Stud fixed to Wind Post Base Plate using 4 No. 5.5 x 25mm Tek screws (EOS-1020 or similar approved) each sideas per project specific detail


AH/KB

4.Ifthedoublestudwindpostisunder300mmlongthesewillbesuppliedas2No.singlestudsthatcanbefixedtothewindpost baseplateinthesamemannerasthedoublestuds

F

NOTES


SPECIFICDETAILS

35

DHT - DOUBLE STUD CONNECTIONS REF 273D

Date:

TYPICAL DOUBLE STUD CONNECTION DETAIL (S & T)[DHT - DEFLECTION HEAD TRACK] STAGE:


Construction:


CDrawn By: Scale:

Title:


NTSPK Aug 2017

17m

m


BASE FIXING

HEAD FIXING

DOUBLE STUD JAMBS MANUFACTUREDOFFSITE IN EOS FACTORY

DOUBLE STUDS CONNECTED USING NOGGINSFIXED WITH 4 No. 5.5 x 25mm TEK SCREWS (EOS-1001 or similar approved).

BASE T

RACK

DEFLECTION HEAD TRACK

Vertical Double stud fixed to Deflection Head Track through slotted holes using 2 No 5.5 x 25mm tek screws (EOS-1005or similar approved). Screws fixed central in slot to allow +/- 17mm of movement UNO.

VerticalDoublestud

AH/KB





AUG 2020



.

toallow+/-25mmof

D

NOTES


DEFLECTIONALLOWANCE

36

REF 274C TYPICAL OPENING WIND POST DEFLECTION DETAILS

Date:

TYPICAL OPENING WIND POST CONNECTION DETAIL[DEFLECTION HEAD BRACKET] (S & T) STAGE:


Construction:


BDrawn By: Scale:

Title:


NTSPK Aug 2017



BASE FIXING

HEAD FIXING

HEAD TRACK


WIND POST DOUBLE STUDMANUFACTURED OFFSITEIN EOS FACTORY


BASE TRACK WIND POST BASEPLATE - AS PER PROJECT SPECIFIC DETAIL

Wind Post Double Stud fixed to Wind Post Base Plate using 4 No. 5.5 x 25mm Tek screws (EOS-1020 or similar approved) each side as per project specific detail


WIND POST BASEPLATE - AS PER PROJECT SPECIFIC DETAIL


EOS head track securely fixed to concrete soffitusing fixings (EOS-1021 or similar approved) @ centres to suit wind loading. Note:- fixing to be 50-100mm from end of track

2 No. Deflection Head Brackets provided at lintel level to allowance for deflection. Fixed with 2 No. EOS-1003 located centrally in the slot.Note where deflection is required, do not fix boarding to wind post.

EOS DeflectionHead Bracket

AH/KB

Maintain 17mm gap for deflection between lintel track and end of Double Stud Wind Post

Date:



Construction:


BDrawn By: Scale:

Title:


NTSPK Aug 2017



BASE FIXING

HEAD FIXING

HEAD TRACK












AH/KB



AUG 2020C



Date:



Construction:


BDrawn By: Scale:

Title:


NTSPK Aug 2017



BASE FIXING

HEAD FIXING

HEAD TRACK












AH/KB


gap for


NOTES


Date:

TYPICAL OPENING WIND POST CONNECTION DETAIL[DEFLECTION HEAD TRACK] (S & T) STAGE:


Construction:


BDrawn By: Scale:

Title:


NTSPK Aug 2017



BASE FIXING

HEAD FIXING

HEAD TRACK




BASE TRACK WIND POST BASEPLATE - TO BE INSTALLED AS PER PROJECT SPECIFIC DETAILS





EOS deflection head track securely fixed to concrete soffit using fixings (EOS-1021 or similar approved) @ centres to suit wind loading. Note:- fixing to be 60-100mm from end of track

2 No. Deflection Head Brackets provided at lintel level to allowance for deflection. Fixed with 2 No. EOS-1003 located centrally in the slot. Note where deflection is required do not fix boarding to wind post.


AH/KB


37

DHT - TYPICAL OPENING WIND POST DEFLECTION DETAILS REF 275C


AUG 2020C



Date:

TYPICAL OPENING WIND POST CONNECTION DETAIL[DEFLECTION HEAD TRACK] (S & T) STAGE:


Construction:


BDrawn By: Scale:

Title:


NTSPK Aug 2017



BASE FIXING

HEAD FIXING

HEAD TRACK




BASE TRACK WIND POST BASEPLATE - TO BE INSTALLED AS PER PROJECT SPECIFIC DETAILS








AH/KB


gap for


NOTES


38

REF 276A TYPICAL OPENING - DROPPED LINTEL DETAILS

Date:

TYPICAL DROPPED LINTEL DETAIL (S & T) STAGE:


Construction:


-Drawn By: Scale:

Title:


NTSTE Sep 2015

Dropped Lintel Framing supported on 1 No. Simpson E5/2C50 Bracket each end. Bracket fixed using 2 No. EOS-1005 to each leg

Dropped Lintel Framing consists of 'hard-fixed ladder frame' with a 15-25mm gap to the underside of the structural soffit.

15-25mm gap

1 No. Simpson EFIXS100 Bracket to each vertical stud within the Dropped Lintel to provide lateral restraint and maintain deflection allowance. Bracket fixed to underside of structure using 2 No. EOS-1007 fixings. Bracket fixed to EOS studs using 1 No. EOS-1003 large washer head fixing, fixed centrally in slot.


15-2

5mm

Gap

Main head track stops either side of the opening

AH/KB


AUG 2020

deflectiongaptothe



A

DEFLECTIONGAP

Deflectiongap

NOTES


39

TYPICAL OPENING INLINE WIND POST DEFLECTION DETAILS REF 277C

Date:

TYPICAL OPENING INLINE WIND POST CONNECTION DETAIL - FIXING INTO STEEL ONLY [DEFLECTION HEAD BRACKET] (S & T) STAGE:


Construction:


BDrawn By: Scale:

Title:


NTSPK Aug 2017

NOTES1. Fixing provided as required for windloading restraint.2. Installer to confirm line and level of track base prior to fixing and report deviations greater than +/- 15mm, or any overhangs exceeding the limits highlighted in detail 2093. Each track length to have fixing 50-100mm from each end.

BASE FIXING

HEAD FIXING

HEAD TRACK




BASE TRACK WIND POST BASEPLATE - TYPICAL HR CONNECTION, PLEASE REFER TO PROJECT SPECIFIC DETAIL



INLINE WIND POST BASEPLATE - TYPICAL HR CONNECTION, PLEASE REFER TO PROJECT SPECIFIC DETAIL





AH/KB



AUG 2020

Date:

TYPICAL OPENING INLINE WIND POST CONNECTION DETAIL - FIXING INTO STEEL ONLY [DEFLECTION HEAD BRACKET] (S & T) STAGE:


Construction:


BDrawn By: Scale:

Title:


NTSPK Aug 2017


BASE FIXING

HEAD FIXING

HEAD TRACK




BASE TRACK WIND POST BASEPLATE - TYPICAL HR CONNECTION, PLEASE REFER TO PROJECT SPECIFIC DETAIL



INLINE WIND POST BASEPLATE - TYPICAL HR CONNECTION, PLEASE REFER TO PROJECT SPECIFIC DETAIL





AH/KB





gap for

C

NOTES


Date:

TYPICAL OPENING INLINE WIND POST CONNECTION DETAIL - FIXING INTO STEEL ONLY [DEFLECTION HEAD TRACK] (S & T) STAGE:


Construction:


BDrawn By: Scale:

Title:


NTSPK Aug 2017


BASE FIXING

HEAD FIXING

HEAD TRACK




BASE TRACK

WIND POST BASEPLATE - TYPICAL HR CONNECTION. PLEASE REFER TO PROJECT SPECIFIC DETAIL.






2 No. Deflection Head Brackets provided at lintel level to allowance for deflection. Fixed with 2 No. EOS-1003 located centrally in the slot. Note where deflection is required do not fix boarding to wind post


AH/KB


40

REF 278C DHT - TYPICAL OPENING INLINE WIND POST DEFLECTION DETAILS


AUG 2020

Date:

TYPICAL OPENING INLINE WIND POST CONNECTION DETAIL - FIXING INTO STEEL ONLY [DEFLECTION HEAD TRACK] (S & T) STAGE:


Construction:


BDrawn By: Scale:

Title:


NTSPK Aug 2017


BASE FIXING

HEAD FIXING

HEAD TRACK




BASE TRACK







2 No. Deflection Head Brackets provided at lintel level to allowance for deflection. Fixed with 2 No. EOS-1003 located centrally in the slot. Note where deflection is required do not fix boarding to wind post


AH/KB


gap for


C



NOTES


41

TYPICAL TRIPLE & QUAD JAMB DETAILS REF 279

Date:

TYPICAL TRIPLE & QUAD JAMB DETAILS (S & T) STAGE:


Construction:


-Drawn By: Scale:

Title:


NTSTE June 2016

TRIPLE JAMBS CONSIST OF SINGLE STUD FIXED TO PRE-ASSEMBLED DOUBLE STUD.

QUAD JAMBS CONSIST OF 2 NO. PRE-ASSEMBLED DOUBLE STUDS FIXED TOGETHER WITH PLATES AS SPECIFIED BY EOS ENGINEERS.

AH/KB

NOTE:-DOUBLE STUDS ARE MANUFACTURED AT 175mm WIDE AS STANDARD.


FOR HEAD FIXINGS PLEASE REFER TO STANDARD DETAILS 273 (DHT DEFLECTION HEAD TRACK) OR 265 (DHB DEFLECTION HEAD BRACKETS)

TRIPLE JAMB QUAD JAMB

2 No. EOS-1005 @ 600mm vertical centres

Single Stud

Double Stud

Double Studs

Plates to both sides as per EOS specification


AUG 2020

.

NOTES




42

NOTES

DISCLAIMER

Whilst EOS Framing has prepared this document in good faith, it is designed to provide guidance on SFS construction. EOS Framing accepts no liability and offers no warranties in relation to its contents. Users are therefore required to satisfy themselves as to the suitability of the contents of this guidance for their specific intended purpose.

© EOS 2020


INTRODUCING THRUBUILD®

A Faster Way of Specifying and Constructing Your Building Integrated floor and walling systems for loadbearing and non-loadbearing applications. Meeting building performance requirements for fire, thermal, weathering, acoustics and airtightness – our range of Thrubuild® systems deliver a fast-track ‘all in one’ solution providing crucial time and cost benefits.

Framing:Min. 100mm x 1.2mm (SS10012) EOS Stud*

Sheathing:2x 12.5mm Weather Defence externally.

Internal Boarding:2x 12.5mm Siniat Frameboard internally.

Insulation:100mm 45kg/m3 Rock Mineral Wool.

4

3

2

1

THRUBUILD® • Fully Tested Systems • 30-Year Warranty • Meets Building Performance Requirements • Achieves a Rapid Installation Process • Delivers Cost and Programme Certainty

Part of Etex, EOS offers an unparalleled level of support from our design team. To learn more about our Thrubuild® systems contact the team today.

Call: 01325 303 030 Email: [email protected]

MANUFACTURING MEMBER

For detailed up to date information, to book a CPD session or to arrange a meeting please contact:

EOS Framing LtdHeighington LaneAycliffe Industrial ParkNewton AycliffeCounty DurhamDL5 6QG

T: 01325 303 030 E: [email protected]

IF IN DOUBT… STOP AND CONSULT!

@EOS_Framing EOS Framing EOS Framing


STEEL FRAMING SYSTEM INSTALLATION GUIDE...2 Welcome to the EOS Steel Framing System (SFS)...

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Transcript of STEEL FRAMING SYSTEM INSTALLATION GUIDE...2 Welcome to the EOS Steel Framing System (SFS)...