ABSEIL ANCHORS - Sayfa...4 3 3 3 1 Key 1 Anchor 2 Y angle ... attended a Sayfa Systems Ltd, Aviator...

REVISION NO: 002PRODUCT DATA SHEET REPORT NO: 021

PRODUCT CODE: AB300

ABSEIL ANCHORS

021

For any technical queries please call our advice line on 0845 241 9102 3

AVIATOR ABSEIL ANCHORS

021

PRODUCT DESCRIPTION:Abseil anchors are designed to be fixed to a structural substrate such as structural steel or concrete to provide suitable rope access connection points. It is essential when designing rope access to ensure at least 2 connection points are available to connect to at any one time. There are 2 types of abseil anchors available – abseil brackets and abseil eyebolts. Brackets are supplied in galvanised steel with stainless steel components. Neoprene washers ensure no galvanic reaction can take place. Abseil eyebolts are supplied in stainless steel . Brackets and eyebolts are secured to concrete with resin anchors and to steelwork with stainless steel bolts, washers and vibration proof nuts. When fixing to metal deck or timber deck it may be necessary to provide a backing plate to ensure compliance.

The brackets are designed for 1 user at any one time and 2 users in the event of emergency access requirements. Brackets need to be positioned so any rope connections do not exceed a 120 degree angle when in use – an angle of 90 degrees is recommended. This will be determined by the design layout and position of the anchors. Involving our specialist design teams as early as possible will ensure the most cost effective system is used without compromising any safety or access requirements. Our designers will consider the welfare and safety of both rope access and non-rope access personal during the construction and future use.

General arrangement

Absolute maximum angle

Recommended angle

(the smaller the better)

Angle to be avoided

1 0.7kN

1.0kN 2.0kN

900

1kN

1kN 1kN

0.7kN

1.0kN 2.0kN

2

For any technical queries please call our advice line on 0845 241 91024


021

Brackets can be supplied in varying heights from 150mm up to 750mm to accommodate different roof constructions. The brackets are manufactured with a strengthening gusset

to ensure compliance with 15kN design load requirements. Eyebolts are supplied in 150mm or 100mm lengths for concrete and block/brick fixing. Shorter eyebolts of 50mm are used in structural steel. For timber of sufficient strength the 150mm eyebolt can be used with vibration resistant locking nuts and large washers either side. A minimum thickness of 125 mm treated timber is required. Both abseil anchors and eyebolts can be installed

on the horizontal or vertical substrates of a building. Careful consideration must be taken when designing the abseil positions to ensure abseil ropes will not foul with any roof plant or roof penetrations. If ropes are required to lie over any parapet walls or edge protection such as balustrading it will be necessary to ensure that the parapet has been re-enforced. The use of a abseil rope spreader plate can reduce the point loading considerably.

The main contractor is responsible for calculations regarding building loading capabilities and is responsible for the reinforcement of the parapet. As a rule a minimum force of 1.5 kN should be considered.

Bracket heights

150mm

250mm

350mm

450mm

550mm

Concrete Block / Brickwork eyebolts

Socket

150mm

100mm

100mm

Steel fix Timber fix

50mm

150mm

Rope over parapet wall

ULS15kN



021

Yield 275 N/mm² C 0.15 – 0.26; Si < 0.35; Mn < 1.5; P < 0.035;

S < 0.040; Mo 0.4 – 0.6.

Young’s Modulus of Elasticity 200 x 103 MPa at 20 °C

Density 7.87 g/cm3 at 20 °C

Coefficient of Thermal Expansion Low-Carbon/HSLAS: 12.4 μm/m/°C in 20 °C to 100 °C range

I-F Steel: 12.9 μm/m/°C in 20 °C to 100 °C range

Thermal Conductivity Low-Carbon/HSLAS: 89 W/m°C at 20°C I-F Steel: 93 W/m°C

at 20°C

Specific Heat 481 J/kg/°C in 50 °C to 100 °C range

Electrical Resistivity 0.142 μΩ•m at 20 °C

MATERIAL SPECIFICATION:Brackets - galvanised steel

Component partsStainless Steel - Grade 304 (UNS S30400)Fe,



021

Maintenance to be in accordance with SIMS standards. (details available on request)

Maintenance to be carried out at time of yearly inspection.

Contact Sayfa Systems to arrange system maintenance.

TRAINING REQUIREMENTS:All personnel who use the Aviator system should have attended a Sayfa Systems Ltd, Aviator users course.

Courses are available from Sayfa Systems UK Ltd.

Courses cover the use of all Aviator and Payload products, the legal and practical side of the Working at Height legislation - 2005 and how to use and carry out safety checks on harnesses and all necessary PPE equipment.

INSPECTION/MAINTENANCE/TRAINING

INSPECTION ROUTINE:All systems to be inspected at least every 12 months from date of installation.

In harsh environments all systems to be inspected at least every 3 months.

Inspections must be carried out by approved Aviator engineers.

Inspections must be approved to SIMS (Safety Inspection and Maintenance Service) standards.

All inspections to be carried out to EN795:2012 and BS 7883:2005 and WAHSA (inspection of eyebolts) requirements for safety line and anchor points.

All inspections to be carried out to EN364 requirements for personal protective equipment.

Contact Sayfa Systems to arrange inspections.

MAINTENANCE SCHEDULE:All maintenance to be carried out by approved Aviator engineers. Maintenance to be in accordance with Sayfa Systems UK (manufacturer) guidelines and recommendations.

In harsh environments all systems to be inspected at least every 3 months.

12 Months

From date of installation

3Months

in harsh environments

d

12 Months

From date of installation

6Months

in harsh environments

d

CERTIFICATEOF

OPERATIVE INSTRUCTIONAL TECHNIQUES AND

WORKING AT HEIGHT SAFETY

In recognition of successful completion of training for the installation and assembly, use, handling and safety checks of:-

Aviator Safety Line Systems nAviator Mobile Anchors

Payload Access Ladder Systems

Payload Handrail Systems

Aviator PPE n

To:

........................................................................

Location of Training:

............................................................................0......................................................................

Certificate Number:

........................................................................

Name of trainee: ...................................................... Signed by trainee: .............................................

Inductor’s name: Adrian Stutterheim .................. Signed: Adrian Stutterheim ................................

Date of Training: 00 January 1900 .......................



021

OPERATING AND DESIGN STANDARDS:Eurocodes are designated by EN

British standards are designated by BS

• Steel – EN10 113 and EN 10 025

• BS 7985: 2013 Code of Practice for Rope Access Methods for industrial purposes

• The lifting operations and lifting equipment regulations 1998

• LOLER REG. 5(1) (a and b) for design

• LOLER REG. 7(a, d and e) for marking

• LOLER REG. 9 (1, 2 , 3 a and b) for examination

• ISO 9001:2008, ISO14001:2004, BS OHSAS 18001:2007

• Management of health and safety at work regulations 1999 (MHSWR) ref.2

• Work at height regulations 2005 (Ref 7)

• Work at height (amended) regulations 2007 (Ref. 8) WAHR

• BS ISO 22846-2:2012 Personal Equipment for the protection against falls -Code of Practice

• BS ISO 22846 - 1 :2003 Personal Equipment for the protection against falls - Fundamental Principles for a system of work

• Provision and use of work equipment regulations 1999 PUWER 98 (Ref.5)

• The work at height safety association WAHSA- guidance on inspecting eyebolts for personal fall protection purposes

Ultimate factored load on bracket base Bracket moment

15.0kN

Note: For guidelines only to be checked by Chief Engineer.

✔

BS ENISO

Standards

Typical connection loads (bracket height up to 150mm)

The company operates to the following standards

8.25kN/m



021

COMPONENT PART DETAILS:Abseil brackets AB300 BIM No: SpecEquip_RfSftySymAbslBkt_SayfaSystems_AB300_

M3_G2

Resin fix Abseil eyebolts EBRF370 BIM No: SpecEquip_RfSftySymAbsEye BltCon_SayfaSystems_

EBRF370_M3_G2

Steelwork abseil eyebolts EBSF365 BIM No: SpecEquip_RfSftySymAbsEye BltStl_SayfaSystems_

EBRF365_M3_G2

Timber abseil eyebolt EBRF390 BIM No: SpecEquip_RfSftySymAbsEye BltTimb_SayfaSystems_

EBRF390_M3_G2



021

Aviator™ Abseil Anchor Fixed To Steelwork (Clamp Detail)

AB300GALVANISED STEEL ABSEIL POST150-750mm

4NR M12 (M16 IF POST OVER250mm) STAINLESS STEELTHREADED BAR FIXED TO STEELBACKING PLATE, SECURED WITHM12/M16 WASHER AND NYLOCKNUT

NOTE:

EACH PROJECT MUST BE LOOKED ATINDIVIDUALLY BY SAYFA SYSTEMS DESIGNDEPARTMENT BEFORE INSTALLATION.(CALCULATIONS MAY BE REQUIRED).

PVC315PVC RAIN CAP

SSEN320M16 STAINLESS STEEL EYENUT

NW16NEOPRENE WASHER

SYSTEM LABEL

PW16SSSTAINLESS STEEL WASHER

STEE

LWO

RK

TO C

LIEN

T SP

ECIF

ICAT

ION

BACKING PLATE MAY VARYDEPENDING ON POST HEIGHT &STEELWORK

· Line to be located as indicated on theroof plan.

· Line primarily used to gain access toexposed roof edges.

· Incorporates Aviator™ units and allSayfa Systems components required.

· Fixing details for Aviator™ units asindicated within layout.

· System to be used in conjunction with2m restraining lanyard unless statedotherwise.

· Structural Engineer to confirmsubstructure can wistand LSD12-15kN. SLD 4-6kN of post/davit.

· Enables two users simultaneously atany one time.

System Details

Jubilee House

ShepshedLeicestershireLE12 9NHT:01509 502 155F:0845 130 4520www.sayfasystems.com

Unit 3, Gelders Hall Road

UNDER THE CDM REGULATIONS 2015, IF ANY ALTERATIONS ARE MADE TO THIS DRAWING THEN THE PERSON UNDERTAKING THESE CHANGES ASSUME THE ROLE OF THE DESIGNER, THEREFORE TAKING FULL CDM RESPONSIBILITY.

Drawing Symbols

THIS DRAWING IS PROTECTED BY COPYRIGHT AND THE INFORMATION HEREIN IS CONFIDENTIAL. THE DRAWING MAY NOT BE COPIED AND THE INFORMATION HEREIN MAY NOT BE USED OR DISCLOSED EXCEPT WITH THE WRITTEN PERMISSION OF SAYFA SYSTEMS ©

THIS DRAWING WAS CREATED INCONJUNCTION WITH N/A

DRAWING NO. N/A

DRAWING REVISIONS

REV BY DATE COMMENTS

A C.S 19/06/2018 Issued for design

Client:

Contract:

Project Title:

SAYFA SYSTEMS UKLIMITED

FIXING DETAILS

AVIATOR™ ABSEIL ANCHORFIXED TO STEELWORK(CLAMP DETAIL)

Revision:

Drawn By:

Scale:

Date:

Checked By:

Job No:

DWG No:

Status:

Released By:

N/A

N/A

A

C.S

FOR DESIGN

1:3 @ A3

19/06/2018

M.S



021

Aviator™ Abseil Anchor Fixed To Timber (Clamp Detail)


4NR M12 (M16 IF POST OVER250mm) STAINLESS STEELTHREADED BAR FIXED TO STEELBACKING PLATE, SECURED WITHM12/M16 WASHER AND NYLOCKNUT

NOTE:

EACH PROJECT MUST BE LOOKED ATINDIVIDUALLY BY SAYFA SYSTEMS DESIGNDEPARTMENT BEFORE INSTALLATION.(CALCULATIONS MAY BE REQUIRED).

PVC315PVC RAIN CAP


NW16NEOPRENE WASHER

SYSTEM LABEL


TIM

BER

TO

CLI

ENT

SPEC

IFIC

ATIO

N

BACKING PLATE MAY VARYDEPENDING ON POST HEIGHT &STEELWORK








System Details

Jubilee House




Drawing Symbols



DRAWING NO. N/A

DRAWING REVISIONS


A C.S 19/06/2018 Issued for design

Client:

Contract:

Project Title:


FIXING DETAILS

AVIATOR™ ABSEIL ANCHORFIXED TO TIMBER(CLAMP DETAIL)

Revision:

Drawn By:

Scale:

Date:

Checked By:

Job No:

DWG No:

Status:

Released By:

N/A

N/A

A

C.S

FOR DESIGN

1:3 @ A3

19/06/2018

M.S



021

Aviator™ Abseil Anchor System Fixed In To Cast Concrete Slab On Metal Deck

INSU

LATI

ON

TO

CLI

ENTS

SPE

CG

RO

WIN

G M

EDIU

M &

PLA

NTI

NG

100m

m M

IN C

LEAR

ANC

E16

0mm

MIN

IMU

M

4nr M12 (M16 IF POST OVER 250mm)RESIN ANCHOR SET 110mm INTOCONCRETE

MET

AL D

ECK

TO C

LIEN

TSP

EC

PITCH POCKET SEALING DETAIL(RECOMMENDED) BY ROOFINGCONTRACTOR


PVC315PVC RAIN CAP


NW16NEOPRENE WASHER

SYSTEM LABEL


4NR M12 (M16 IF POST OVER250mm) STAINLESS STEEL RESINFIX ANCHORS SET 110mm INCONCRETE








System Details

Jubilee House




Drawing Symbols



DRAWING NO. N/A

DRAWING REVISIONS


B C.S 22/06/2018 Part No.s added

Client:

Contract:

Project Title:


FIXING DETAILS

AVIATOR™ ABSEIL ANCHOR SYSTEM FIXED IN TO CASTCONCRETE SLAB ON METALDECK

Revision:

Drawn By:

Scale:

Date:

Checked By:

Job No:

DWG No:

Status:

Released By:

N/A

N/A

B

C.S

FOR DESIGN

1:4 @ A3

22/06/2018

M.S



021

Aviator™ Abseil Anchor Fixed To Hollowcore Concrete Slab Slab

PRE

CAS

T TO

CLI

ENTS

SPE

CIN

SULA

TIO

N T

O C

LIEN

TS S

PEC

GR

OW

ING

MED

IUM

& P

LAN

TIN

G10

0mm

MIN

CLE

ARAN

CE

4NR M12 (M16 IF OVER 250mm) STAINLESS STEELTHREADED BAR FIXED THROUGH HOLLOWCOREAND BACKING PLATE, SECURED WITH M16 WASHER& NYLOCK NUT.

GRB250-750mm GALVANISED STEEL BRACKET

PVC315PVC RAIN CAP


NW16NEOPRENE WASHER

HG125SYSTEM LABEL


BOOT STYLESEALING DETAIL(RECOMMENDED)BY ROOFINGCONTRACTOR








System Details

Jubilee House




Drawing Symbols



DRAWING NO. N/A

DRAWING REVISIONS


A 22/12/2014 Issued for design

B C.S 24/10/2018 Issued forinformation

Client:

Contract:

Project Title:


FIXING DETAILS

AVIATOR™ ABSEIL ANCHORFIXED TO HOLLOWCORECONCRETE SLABSLAB

Revision:

Drawn By:

Scale:

Date:

Checked By:

Job No:

DWG No:

Status:

Released By:

N/A

N/A

B

C.S

FOR DESIGN

1:3 @ A3

22/12/2014

M.S



021

Aviator™ Permanent Eyebolt System Fixed To Concrete Slab

M12 STAINLESS STEELEYE BOLT

NW12NEOPRENE WASHER

SYSTEM LABEL

EBRF390/ST/STSTAINLESS STEELEYEBOLT M12 x 95mmRESIN ANCHORED INTO CONCRETE

150

NOTES:

· CONCRETE TO BE MINIMUM 175mm THICK· 300mm MINIMUM SPACING BETWEEN ANCHORS· NO TRIAL TEST NEEDED IN CONCRETE UNLESS SUSPECT· 6kN PROOF TEST REQUIRED· EACH PROJECT TO BE ASSESSED BY SAYFA SYSTEMS

DESIGN & OPERATIONS DEPARTMENTS FOR FEASIBILITY








System Details

Jubilee House




Drawing Symbols



DRAWING NO. N/A

DRAWING REVISIONS



Client:

Contract:

Project Title:


FIXING DETAILS

AVIATOR™ PERMANENT EYEBOLT SYSTEM FIXED TOCONCRETE SLAB

Revision:

Drawn By:

Scale:

Date:

Checked By:

Job No:

DWG No:

Status:

Released By:

N/A

N/A

B

C.S

FOR DESIGN

1:4 @ A3

20/06/2018

M.S



021

Aviator™ Permanent Eyebolt System Fixed To Solid Brickwork/Stonework


NW12NEOPRENE WASHER

SYSTEM LABEL

EBRF390ST/STSTAINLESS STEELM12 x 95mm EYEBOLTRESIN ANCHORED TOBRICKWORK

· SOLID BRICKWORK/STONEWORK TO BE MINIMUM 215mm THICK· 350mm MINIMUM SPACING BETWEEN ANCHORS (UNRENDERED)· 500mm MINIMUM SPACING BETWEEN ANCHORS (RENDERED)· 12kN TRIAL TEST NEEDED· 6kN PROOF TEST REQUIRED· FIXING TO NON LOAD BEARING STRUCTURES SUBJECT TO

STRUCTURAL CALCULATIONS

280 MIN








System Details

Jubilee House




Drawing Symbols



DRAWING NO. N/A

DRAWING REVISIONS



Client:

Contract:

Project Title:


FIXING DETAILS

AVIATOR™ PERMANENT EYEBOLT SYSTEM FIXED TOSOLID BRICKWORK/STONEWORK

Revision:

Drawn By:

Scale:

Date:

Checked By:

Job No:

DWG No:

Status:

Released By:

N/A

N/A

B

C.S

FOR DESIGN

1:4 @ A3

20/06/2018

M.S



021

Aviator™ Permanent Eyebolt System Fixed To Brickwork With Cavity


NEOPRENE WASHER

SYSTEM LABEL

STAINLESS STEELM12 EYEBOLTTHROUGH FIXED TOBRICK/BLOCK WALL

NOTES:

· INSTALLATION ALLOWS FOR ANY THICKNESS OF WALL· 350mm MINIMUM SPACING BETWEEN ANCHORS (UNRENDERED)· 500mm MINIMUM SPACING BETWEEN ANCHORS (RENDERED)· MUST NOT BE LOAD TESTED AT ANY STAGE

280

MIN

STAINLESS STEELBACK PLATE

M12 STAINLESSSTEEL NUT

BRICKWORK

BLOCKWORK

ANTI-COMPRESSION TUBE(ONLY REQUIRED IN CAVITYCONSTRUCTIONS)

Client:

Contract:

Project Title:



· Incorporates Aviator™ units and allSayfa Systemscomponents required.




System Details


FIXING DETAIL

AVIATOR™PERMANENT EYEBOLTSYSTEM FIXED TOBRICKWORK WITHCAVITY

Revision:

Drawn By: C.S

Scale:

Date:

Checked By:

Job No:

DWG No:

Jubilee House

ShepshedLeicestershireLE12 9NHT: 01509 502 155F:0845 130 4520www.sayfasystems.com


Status:


Drawing Symbols


DRAWING REVISIONSREV DATE COMMENT

A 18/04/2018 Issued for internalreview


DRAWING NO. N/A

18/04/2018

As Dimensioned

For DesignN/A

N/A

A

M.S



021

Aviator™ Permanent Eyebolt System Fixed To Hollowcore Concrete Slab

M12 EN795STAINLESS STEELEYE BOLT

NEO PRENE WASHER

SYSTEM LABEL

NOTES:

· CONCRETE TO BE MINIMUM 176mm THICK· 300mm MINIMUM SPACING BETWEEN ANCHORS· NO TRIAL TEST NEEDED IN CONCRETE· 6kN PROOF TEST REQUIRED OR TIGHTEN TO REQUIRED TORQUE

150 MIN

STAINLESS STEELEYEBOLT M12 EXTENDEDWITH THREADED COUPLERTHROUGH FIXED TOCONCRETE



Client:

Contract:

Project Title:







System Details

SAYFA SYSTEMS

FIXING DETAIL

AVIATOR™PERMANENT EYEBOLTSYSTEM FIXED TOHOLLOWCORECONCRETE SLAB

Revision:

Drawn By: C.S

Scale:

Date:

Checked By:

Job No:

DWG No:

Jubilee House



Status:


Drawing Symbols





DRAWING NO. N/A

18/04/2018

As Dimensioned

For DesignN/A

N/A

A

M.S



021

Aviator™ Permanent Eyebolt System Fixed To Thin Hollowcore Concrete Slab


NEO PRENE WASHER

SYSTEM LABEL

NOTES:

· CONCRETE TO BE 150-175mm THICK· 300mm MINIMUM SPACING BETWEEN ANCHORS· NO TRIAL TEST NEEDED IN CONCRETE· 6kN PROOF TEST REQUIRED

150 MIN

200



STAINLESS STEELEYEBOLT M12 x 200mmTHROUGH FIXEDTO CONCRETE

Client:

Contract:

Project Title:







System Details

SAYFA SYSTEMS

FIXING DETAIL

AVIATOR™PERMANENT EYEBOLTSYSTEM FIXED TOTHIN HOLLOWCORECONCRETE SLAB

Revision:

Drawn By: C.S

Scale:

Date:

Checked By:

Job No:

DWG No:

Jubilee House



Status:


Drawing Symbols





DRAWING NO. N/A

18/04/2018

As Dimensioned

For DesignN/A

N/A

A

M.S


NEO PRENE WASHER

SYSTEM LABEL

NOTES:

· CONCRETE TO BE 150-175mm THICK· 300mm MINIMUM SPACING BETWEEN ANCHORS· NO TRIAL TEST NEEDED IN CONCRETE· 6kN PROOF TEST REQUIRED

150 MIN

200




Client:

Contract:

Project Title:







System Details

SAYFA SYSTEMS

FIXING DETAIL

AVIATOR™PERMANENT EYEBOLTSYSTEM FIXED TOTHIN HOLLOWCORECONCRETE SLAB

Revision:

Drawn By: C.S

Scale:

Date:

Checked By:

Job No:

DWG No:

Jubilee House



Status:


Drawing Symbols





DRAWING NO. N/A

18/04/2018

As Dimensioned

For DesignN/A

N/A

A

M.S



021

Aviator™ Permanent Eyebolt System Fixed To Thin Concrete Slab


NEO PRENE WASHER

SYSTEM LABEL


NOTES:

· CONCRETE TO BE 150-175mm THICK· 300mm MINIMUM SPACING BETWEEN ANCHORS· NO TRIAL TEST NEEDED IN CONCRETE UNLESS SUSPECT· 6kN PROOF TEST REQUIRED· EACH PROJECT TO BE ASSESSED BY SAYFA SYSTEMS

DESIGN & OPERATIONS DEPARTMENTS FOR SUITABILITY

150 MIN

200


NSS12M12 STAINLESSSTEEL NUT








System Details

Jubilee House




Drawing Symbols



DRAWING NO. N/A

DRAWING REVISIONS


A C.S 22/06/2018 Issued forinternal review

Client:

Contract:

Project Title:


FIXING DETAILS

AVIATOR™ PERMANENTEYEBOLT SYSTEM FIXED TO THIN CONCRETE SLAB

Revision:

Drawn By:

Scale:

Date:

Checked By:

Job No:

DWG No:

Status:

Released By:

N/A

N/A

A

C.S

FOR DESIGN

1:3 @ A3

22/06/2018

M.S


NEO PRENE WASHER

SYSTEM LABEL


NOTES:

· CONCRETE TO BE 150-175mm THICK· 300mm MINIMUM SPACING BETWEEN ANCHORS· NO TRIAL TEST NEEDED IN CONCRETE UNLESS SUSPECT· 6kN PROOF TEST REQUIRED· EACH PROJECT TO BE ASSESSED BY SAYFA SYSTEMS

DESIGN & OPERATIONS DEPARTMENTS FOR SUITABILITY

150 MIN

200


NSS12M12 STAINLESSSTEEL NUT








System Details

Jubilee House




Drawing Symbols



DRAWING NO. N/A

DRAWING REVISIONS


A C.S 22/06/2018 Issued forinternal review

Client:

Contract:

Project Title:


FIXING DETAILS

AVIATOR™ PERMANENTEYEBOLT SYSTEM FIXED TO THIN CONCRETE SLAB

Revision:

Drawn By:

Scale:

Date:

Checked By:

Job No:

DWG No:

Status:

Released By:

N/A

N/A

A

C.S

FOR DESIGN

1:3 @ A3

22/06/2018

M.S



021

Aviator™ Permanent Eyebolt System Fixed To Steelwork

EBSF365ST/STM12 EN795 STAINLESS STEELEYE BOLT 52mm LONG

NEOPRENE WASHER

SYSTEM LABEL M12 STAINLESS STEELSOLID SWIVEL STEELWORKEYEBOLT BOLTED THROUGHSTEEL BEAM

PVCW16M16 CLEAR PLASTIC WASHER

STAINLESS STEELWASHER


M12 EN795 STAINLESS STEELEYE BOLT

PVCW16M16 CLEAR PLASTIC WASHER

SYSTEM LABELM12 KEE SAFETYSTEELWORK EYEBOLTBLIND FIXED TO STEEL

STAINLESS STEELSPACER


NOTES:

· SOLID SWIVEL EYEBOLT REQUIRES MINIMUM 10mm THICKNESS· MINIMUM 27mm EDGE DISTANCE· MINIMUM 50mm SPACING BETWEEN ANCHORS· NO TRIAL TEST REQUIRED· 6kN PROOF LOAD TEST REQUIRED· 14mm COUNTERSUNK HOLE

NOTES:

· SOLID SWIVEL EYEBOLT REQUIRES MINIMUM 12mm THICKNESS· MINIMUM 25mm EDGE DISTANCE· MINIMUM 50mm SPACING BETWEEN ANCHORS· NO TRIAL TEST REQUIRED· 6kN PROOF LOAD TEST REQUIRED· 10.2mm COUNTERSUNK & TAP M12








System Details

Jubilee House




Drawing Symbols



DRAWING NO. N/A

DRAWING REVISIONS



Client:

Contract:

Project Title:


FIXING DETAILS

AVIATOR™ PERMANENT EYEBOLT SYSTEM FIXED TOSTEELWORK

Revision:

Drawn By:

Scale:

Date:

Checked By:

Job No:

DWG No:

Status:

Released By:

N/A

N/A

B

C.S

FOR DESIGN

1:4 @ A3

20/06/2018

M.S



021

Aviator™ Eyebolt Components1

1

2

2

3

3

4

4

5

5

6

6

7

7

8

8

9

9

10

10

A A

B B

C C

D D

E E

F F

G G

H H

I I

J J

TITLE DRAWN BY

CLIENTMATERIAL/FINISH/

JUBILEE HOUSEUNIT3, GELDERS HALL ROADSHEPSHEDLEICESTERSHIRELE12 9NH

SAYFA SYSTEMS UK LTD

THIS DRAWING IS PROTECTED BY COPYRIGHT AND THE INFORMATION HEREIN IS CONFIDENTIAL.THE DRAWING MAY NOT BE COPIED AND THE INFORMATION HEREIN MAY NOT BE USED OR DISCLOSED EXCEPT WITH THE WRITTEN PERMISSIONS OF SAYFA SYSTEMS UK.

WEIGHT0.19 kg

FIRST ANGLEPROJECTION

DIMENSIONS IN MM

DO NOT SCALE

IF IN DOUBT, ASKTOLERANCES ON THIS DRAWINGUNLESS OTHERWISE STATEDNO DECIMAL PLACE +/- 0.25ONE DECIMAL PLACE +/- 0.1TWO DECIMAL PLACES +/- 0.05ANGLES +/- 0.25°COMPARE PARTS WITH THIS DRAWING AND READALL INSTRUCTIONS BEFORE COMMENCING WORK.MAKE NO DEVIATION FROM THIS DRAWINGWITHOUT CONSULTING SAYFA SYSTEMS UK.

SHEET No1 / 1

CHECKED BYAviator™ Eyebolt Components

Sayfa Systems UK Limited

C.Scarle M.StuartDATE25/06/2018

DRAWING NO.N/A

A Issued for information 25/06/2018 C.Scarle M.Stuart

REVISION HISTORY

REV DESCRIPTION DATE DESIGNER CHECKEDBY

EBSF365ST/ST - M12 EN795 STAINLESS STEEL EYEBOLT 52mm LONG

EBRF370ST/ST-100 - ABSEIL EYEBOLT 100mm LONG

EBRF370ST/ST-150 - ABSEIL EYEBOLT 150mm LONG

RAS120 - EYEBOLT SOCKET 120mm

55

95

150

120

16

R18

R18

R18

12

12

12

Sayfa Systems UK LtdJubilee HouseNo. 3 Gelders Hall RoadShepshed, LoughboroughLeicestershire LE12 9NH

T: 0845 241 9102F: 0845 130 4520email: [email protected]

Ref: 125/021-11/18

Date post:	28-Jan-2021
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ABSEIL ANCHORS - Sayfa...4 3 3 3 1 Key 1 Anchor 2 Y angle ... attended a Sayfa Systems Ltd, Aviator...

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