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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
AVIATOR ABSEIL ANCHORS
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
For any technical queries please call our advice line on 0845 241 9102 5
AVIATOR ABSEIL ANCHORS
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,
For any technical queries please call our advice line on 0845 241 91026
AVIATOR ABSEIL ANCHORS
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 .......................
For any technical queries please call our advice line on 0845 241 9102 7
AVIATOR ABSEIL ANCHORS
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
For any technical queries please call our advice line on 0845 241 91028
AVIATOR ABSEIL ANCHORS
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
For any technical queries please call our advice line on 0845 241 9102 9
AVIATOR ABSEIL ANCHORS
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
For any technical queries please call our advice line on 0845 241 910210
AVIATOR ABSEIL ANCHORS
021
Aviator™ Abseil Anchor Fixed To Timber (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
TIM
BER
TO
CLI
ENT
SPEC
IFIC
ATIO
N
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 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
For any technical queries please call our advice line on 0845 241 9102 11
AVIATOR ABSEIL ANCHORS
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
AB300GALVANISED STEEL ABSEIL POST150-750mm
PVC315PVC RAIN CAP
SSEN320M16 STAINLESS STEEL EYENUT
NW16NEOPRENE WASHER
SYSTEM LABEL
PW16SSSTAINLESS STEEL WASHER
4NR M12 (M16 IF POST OVER250mm) STAINLESS STEEL RESINFIX ANCHORS SET 110mm INCONCRETE
· 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
B C.S 22/06/2018 Part No.s added
Client:
Contract:
Project Title:
SAYFA SYSTEMS UKLIMITED
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
For any technical queries please call our advice line on 0845 241 910212
AVIATOR ABSEIL ANCHORS
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
SSEN320M16 STAINLESS STEEL EYENUT
NW16NEOPRENE WASHER
HG125SYSTEM LABEL
PW16SSSTAINLESS STEEL WASHER
BOOT STYLESEALING DETAIL(RECOMMENDED)BY ROOFINGCONTRACTOR
· 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 22/12/2014 Issued for design
B C.S 24/10/2018 Issued forinformation
Client:
Contract:
Project Title:
SAYFA SYSTEMS UKLIMITED
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
For any technical queries please call our advice line on 0845 241 9102 13
AVIATOR ABSEIL ANCHORS
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
· 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
B C.S 20/06/2018 Part No.s added
Client:
Contract:
Project Title:
SAYFA SYSTEMS UKLIMITED
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
For any technical queries please call our advice line on 0845 241 910214
AVIATOR ABSEIL ANCHORS
021
Aviator™ Permanent Eyebolt System Fixed To Solid Brickwork/Stonework
M12 STAINLESS STEELEYE BOLT
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
· 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
B C.S 20/06/2018 Part No.s added
Client:
Contract:
Project Title:
SAYFA SYSTEMS UKLIMITED
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
For any technical queries please call our advice line on 0845 241 9102 15
AVIATOR ABSEIL ANCHORS
021
Aviator™ Permanent Eyebolt System Fixed To Brickwork With Cavity
M12 STAINLESS STEELEYE BOLT
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:
· Line to be located as indicated on theroof plan.
· Line primarily used to gain access toexposed roof edges.
· Incorporates Aviator™ units and allSayfa Systemscomponents required.
· Fixing details for Aviator™ units asindicated within layout.
· System to be used in conjunction with2m restraining lanyard unless statedotherwise.
· Enables two users simultaneously atany one time.
System Details
SAYFA SYSTEMS UKLIMITED
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
Unit 3, Gelders Hall Road
Status:
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 ©
DRAWING REVISIONSREV DATE COMMENT
A 18/04/2018 Issued for internalreview
THIS DRAWING WAS CREATED INCONJUNCTION WITH N/A
DRAWING NO. N/A
18/04/2018
As Dimensioned
For DesignN/A
N/A
A
M.S
For any technical queries please call our advice line on 0845 241 910216
AVIATOR ABSEIL ANCHORS
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
STAINLESS STEELBACK PLATE
M12 STAINLESSSTEEL NUT
Client:
Contract:
Project Title:
· Line to be located as indicated on theroof plan.
· Line primarily used to gain access toexposed roof edges.
· Incorporates Aviator™ units and allSayfa Systemscomponents required.
· Fixing details for Aviator™ units asindicated within layout.
· System to be used in conjunction with2m restraining lanyard unless statedotherwise.
· Enables two users simultaneously atany one time.
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
ShepshedLeicestershireLE12 9NHT: 01509 502 155F:0845 130 4520www.sayfasystems.com
Unit 3, Gelders Hall Road
Status:
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 ©
DRAWING REVISIONSREV DATE COMMENT
A 18/04/2018 Issued for internalreview
THIS DRAWING WAS CREATED INCONJUNCTION WITH N/A
DRAWING NO. N/A
18/04/2018
As Dimensioned
For DesignN/A
N/A
A
M.S
For any technical queries please call our advice line on 0845 241 9102 17
AVIATOR ABSEIL ANCHORS
021
Aviator™ Permanent Eyebolt System Fixed To Thin Hollowcore Concrete Slab
M12 EN795STAINLESS STEELEYE BOLT
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 STEELBACK PLATE
M12 STAINLESSSTEEL NUT
STAINLESS STEELEYEBOLT M12 x 200mmTHROUGH FIXEDTO CONCRETE
Client:
Contract:
Project Title:
· Line to be located as indicated on theroof plan.
· Line primarily used to gain access toexposed roof edges.
· Incorporates Aviator™ units and allSayfa Systemscomponents required.
· Fixing details for Aviator™ units asindicated within layout.
· System to be used in conjunction with2m restraining lanyard unless statedotherwise.
· Enables two users simultaneously atany one time.
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
ShepshedLeicestershireLE12 9NHT: 01509 502 155F:0845 130 4520www.sayfasystems.com
Unit 3, Gelders Hall Road
Status:
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 ©
DRAWING REVISIONSREV DATE COMMENT
A 18/04/2018 Issued for internalreview
THIS DRAWING WAS CREATED INCONJUNCTION WITH N/A
DRAWING NO. N/A
18/04/2018
As Dimensioned
For DesignN/A
N/A
A
M.S
M12 EN795STAINLESS STEELEYE BOLT
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 STEELBACK PLATE
M12 STAINLESSSTEEL NUT
STAINLESS STEELEYEBOLT M12 x 200mmTHROUGH FIXEDTO CONCRETE
Client:
Contract:
Project Title:
· Line to be located as indicated on theroof plan.
· Line primarily used to gain access toexposed roof edges.
· Incorporates Aviator™ units and allSayfa Systemscomponents required.
· Fixing details for Aviator™ units asindicated within layout.
· System to be used in conjunction with2m restraining lanyard unless statedotherwise.
· Enables two users simultaneously atany one time.
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
ShepshedLeicestershireLE12 9NHT: 01509 502 155F:0845 130 4520www.sayfasystems.com
Unit 3, Gelders Hall Road
Status:
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 ©
DRAWING REVISIONSREV DATE COMMENT
A 18/04/2018 Issued for internalreview
THIS DRAWING WAS CREATED INCONJUNCTION WITH N/A
DRAWING NO. N/A
18/04/2018
As Dimensioned
For DesignN/A
N/A
A
M.S
For any technical queries please call our advice line on 0845 241 910218
AVIATOR ABSEIL ANCHORS
021
Aviator™ Permanent Eyebolt System Fixed To Thin Concrete Slab
M12 EN795STAINLESS STEELEYE BOLT
NEO PRENE WASHER
SYSTEM LABEL
STAINLESS STEELEYEBOLT M12 x 200mmTHROUGH FIXEDTO CONCRETE
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
STAINLESS STEELBACK PLATE
NSS12M12 STAINLESSSTEEL NUT
· 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 22/06/2018 Issued forinternal review
Client:
Contract:
Project Title:
SAYFA SYSTEMS UKLIMITED
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
M12 EN795STAINLESS STEELEYE BOLT
NEO PRENE WASHER
SYSTEM LABEL
STAINLESS STEELEYEBOLT M12 x 200mmTHROUGH FIXEDTO CONCRETE
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
STAINLESS STEELBACK PLATE
NSS12M12 STAINLESSSTEEL NUT
· 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 22/06/2018 Issued forinternal review
Client:
Contract:
Project Title:
SAYFA SYSTEMS UKLIMITED
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
For any technical queries please call our advice line on 0845 241 9102 19
AVIATOR ABSEIL ANCHORS
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
STAINLESS STEELWASHER
M12 EN795 STAINLESS STEELEYE BOLT
PVCW16M16 CLEAR PLASTIC WASHER
SYSTEM LABELM12 KEE SAFETYSTEELWORK EYEBOLTBLIND FIXED TO STEEL
STAINLESS STEELSPACER
STAINLESS STEELWASHER
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
· 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
B C.S 20/06/2018 Part No.s added
Client:
Contract:
Project Title:
SAYFA SYSTEMS UKLIMITED
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
For any technical queries please call our advice line on 0845 241 910220
AVIATOR ABSEIL ANCHORS
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